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Home My WebLink About20181512.tiff&-a-L---es st,774, PsitA.6 �- ��/efe- /.biz t'aivt-ste-t /TJ/77G /he, dia-se ow/f4 APPENDIX F SHANNON &WILSON, INC. 1 PAGE OF DOCUMENT INCLUDED IN PAPER FILE. REMAINDER RETAINED ELECTRONICALLY IN TYLER. IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL REPORT BID NO. 18000072 7342 d53 of 82$ 2018-1512 gum u SHANNON & WILSON, INC Geotechnical and Environmental Consultants Attachment to and part of Report 23-1-01449-002 Date August 8, 2017 To Atkins North America, Inc IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL/ENVIRONMENTAL REPORT CONSULTING SERVICES ARE PERFORMED FOR SPECIFIC PURPOSES AND FOR SPECIFIC CLIENTS Consultants prepare reports to meet the specific needs of specific individuals A report prepared for a civil engineer may not be adequate for a construction contractor or even another civil engineer Unless indicated otherwise, your consultant prepared your report expressly for you and expressly for the purposes you indicated No one other than you should apply this report for its Intended purpose without first conferring with the consultant No party should apply this report for any purpose other than that originally contemplated without first conferring with the consultant THE CONSULTANTS REPORT IS BASED ON PROJECT -SPECIFIC FACTORS A geotechnical/environmental report is based on a subsurface exploration plan designed to consider a unique set of project -specific factors Depending on the project, these may include the general nature of the structure and property involved, its size and configuration, its historical use and practice, the location of the structure on the site and its orientation, other improvements such as access roads, parking lots, and underground utilities, and the additional risk created by scope -of -service limitations imposed by the client To help avoid costly problems, ask the consultant to evaluate how any factors that change subsequent to the date of the report may affect the recommendations Unless your consultant indicates otherwise, your report should not be used (1) when the nature of the proposed project is changed (for example, if an office building will be erected instead of a parking garage, or if a refrigerated warehouse will be built instead of an unrefrigerated one, or chemicals are discovered on or near the site), (2) when the size, elevation, or configuration of the proposed project is altered, (3) when the location or orientation of the proposed project is modified, (4) when there is a change of ownership, or (5) for application to an adjacent site Consultants cannot accept responsibility for problems that may occur if they are not consulted after factors which were considered in the development of the report have changed SUBSURFACE CONDITIONS CAN CHANGE Subsurface conditions may be affected as a result of natural processes or human activity Because a geotechnical/environmental report is based on conditions that existed at the time of subsurface exploration, construction decisions should not be based on a report whose adequacy may have been affected by time Ask the consultant to advise if additional tests are desirable before construction starts, for example, groundwater conditions commonly vary seasonally Construction operations at or adjacent to the site and natural events such as floods, earthquakes, or groundwater fluctuations may also affect subsurface conditions and, thus, the continuing adequacy of a geotechnical/environmental report The consultant should be kept apprised of any such events, and should be consulted to determine if additional tests are necessary MOST RECOMMENDATIONS ARE PROFESSIONAL JUDGMENTS Site exploration and testing identifies actual surface and subsurface conditions only at those points where samples are taken The data were extrapolated by your consultant, who then applied judgment to render an opinion about overall subsurface conditions The actual Interface between materials may be far more gradual or abrupt than your report indicates Actual conditions in areas not sampled may differ from those predicted in your report While nothing can be done to prevent such situations, you and your consultant can work together to help reduce their impacts Retaining your consultant to observe subsurface construction operations can be particularly beneficial in this respect BID NO 18000072 Page 454 of 828 Page 1 of 2 1/2016 A REPORTS CONCLUSIONS ARE PRELIMINARY The conclusions contained in your consultant's report are preliminary because they must be based on the assumption that conditions revealed through selective exploratory sampling are indicative of actual conditions throughout a site Actual subsurface conditions can be discerned only during earthwork, therefore, you should retain your consultant to observe actual conditions and to provide conclusions Only the consultant who prepared the report is fully familiar with the background information needed to determine whether or not the report's recommendations based on those conclusions are valid and whether or not the contractor is abiding by applicable recommendations The consultant who developed your report cannot assume responsibility or liability for the adequacy of the report's recommendations if another party is retained to observe construction THE CONSULTANTS REPORT IS SUBJECT TO MISINTERPRETATION Costly problems can occur when other design professionals develop their plans based on misinterpretation of a geotechnical/environmental report To help avoid these problems, the consultant should be retained to work with other project design professionals to explain relevant geotechnical, geological, hydrogeological, and environmental findings, and to review the adequacy of their plans and specifications relative to these issues BORING LOGS AND/OR MONITORING WELL DATA SHOULD NOT BE SEPARATED FROM THE REPORT Final boring logs developed by the consultant are based upon interpretation of field logs (assembled by site personnel), field test results, and laboratory and/or office evaluation of field samples and data Only final boring logs and data are customarily included in geotechnical/environmental reports These final logs should not, under any circumstances, be redrawn for inclusion in architectural or other design drawings, because drafters may commit errors or omissions in the transfer process To reduce the likelihood of boring log or monitoring well misinterpretation, contractors should be given ready access to the complete geotechnical engineermg/environmental report prepared or authorized for their use If access is provided only to the report prepared for you, you should advise contractors of the report's limitations, assuming that a contractor was not one of the specific persons for whom the report was prepared, and that developing construction cost estimates was not one of the specific purposes for which it was prepared While a contractor may gain important knowledge from a report prepared for another party, the contractor should discuss the report with your consultant and perform the additional or alternative work believed necessary to obtain the data specifically appropriate for construction cost estimating purposes Some clients hold the mistaken impression that simply disclaiming responsibility for the accuracy of subsurface information always insulates them from attendant liability Providing the best available information to contractors helps prevent costly construction problems and the adversarial attitudes that aggravate them to a disproportionate scale READ RESPONSIBILITY CLAUSES CLOSELY Because geotechnical/environmental engineering is based extensively on judgment and opinion, it is far less exact than other design disciplines This situation has resulted in wholly unwarranted claims being lodged against consultants To help prevent this problem, consultants have developed a number of clauses for use in their contracts, reports, and other documents These responsibility clauses are not exculpatory clauses designed to transfer the consultant's liabilities to other parties, rather, they are definitive clauses that identify where the consultant's responsibilities begin and end Their use helps all parties involved recognize their individual responsibilities and take appropriate action Some of these definitive clauses are likely to appear in your report, and you are encouraged to read them closely Your consultant will be pleased to give full and frank answers to your questions The preceding paragraphs are based on information provided by the ASFE/Association of Engineering Firms Practicing in the Geosciences, Silver Spring, Maryland BID NO 18000072 Page 455 of 828 Page 2 of 2 1/2016 August 10, 2017 Atkins North America, Inc 7604 Technology Way, Suite 400 Denver, Colorado 80237 Attn Mr Pedro Fernandez, P E RE: ADDENDUM NO 1, GEOTECHNICAL DESIGN REPORT, WELD COUNTY ROAD 53 OVER THE SOUTH PLATTE RIVER BRIDGE REPLACEMENT PROJECT, WELD COUNTY, COLORADO This addendum to our August 8, 2017 geotechnical report contains additional pavement design analyses for the proposed realignment of Weld County Road (WCR) 53 The recommendations in this addendum complement opinions and recommendations presented in our original geotechnical report REVISED WCR 53 PAVEMENT RECOMMENDATIONS The pavement recommendations provided in Section 8 6 4 of our geotechnical report are for the pavement subgrade conditions described in Section 8 6 2 Based on discussions by Atkins with Weld County, we understand the assumptions described in Section 8 6 2 will be modified such that the minimum allowable R -value for the embankment material for the proposed bridge approach embankments will be reduced from 40 to 20 Based on our experience, the type of fill material can range from an AASHTO soil classification A-2-6 to A-6 material In our opinion, the proposed embankment fill material will be adequate for embankment construction, but will require the construction of pavement section with a greater structural support to achieve the same design life and performance required by Weld County Following the pavement design procedure described in the 2012 Weld County Engineering and Construction Criteria (Section 7 5 2), we estimate a subgrade resilient modulus of approximately 4,940 pounds per square inch for the R -value 20 fill material Based on this reduction in subgrade support for the lower R - value embankment material, we recommend the following pavement sections ® 9 5 inches of hot mix asphalt (HMA) over 6 inches of CDOT Class 6 aggregate base course (ABC), or is 7 inches of HMA over 12 inches of ABC BID NO 18000072 Page 456 of 828 Atkins North America, Inc. Attn: Mr. Pedro Fernandez, P.E. August 10, 2017 Page 2 of 2 SHANNON MMLSON, INC. The pavement subgrade preparation and paving material recommendations should be in accordance with Sections 9.4 and 9.5 of our geotechnical report. Provided the above pavement sections are constructed, the overexcavation recommendations at the roadway tie-in locations discussed in Section 8.6.2 of our geotechnical report are no longer required. Our pavement design calculations are enclosed as part of this addendum letter. CLOSURE We appreciate the opportunity to be of service to you on this project. If you have any questions or require further information, please contact me at 303-825-3800. Sincerely, SHANNON & WILSON, INC. Reviewed by: Mark J. Vessel P.E. Vice President David Asunskis, P.E. Senior Geotechnical Engineer DAA:MJV/ Encl: Calc. No. 2 — Pavement Design for WCR 53, revision 1 (8 pages) ID) NO. w8000012x Project: Weld County Rd 53 Bridge Replacement Job No: 23-1-01449-002 Feature and Pavement design for WCR 53 Subject:: Calculation Purpose (describe purpose/goal of calculation) Design 20 -year flexible pavement for WCR 53. General Approach/Assumptions (please describe in general — can refer to calculation sheets for more information) Design Guidelines: Weld County Engineering and Construction Criteria (WECC), April, 2012 Traffic Information: Calculated 18 -kip ESALs for WCR 53 based on traffic data provided by Atkins Functional classification of WCR 53: Rural Arterial, based on discussion with Atkins Sources of Data and Equations (please describe in general — can refer to calculation sheets for more information — if other calculations are referenced. please include) Flexible Pavement Design: In-house Pavement Design Spreadsheet R -value of subgrade = 20 based on discussions with the County for the proposed imported embankment fill material. A minimum base course R -value of 77 (Structural Layer Coefficient of 0.12) Summary and Conclusions (please describe general conclusions - do not only refer to calculation sheets. but include conclusion here) Recommended flexible pavement section: 18 -kip ESAL Alt. No. CDOT ABC (in.) Class 6 MI (in.) 3,820,000 1 9.5 6.0 7 12 PM Check of Assumptions and Input Properties Rev No. Calculation By Date Checked By Date 1 David Asunskis 8/9/2017 Mark Vessely 8/9/2017 F PM Review of Assumptions and Input Properties NOTES: BID NO. 18000072 Page 458 of 828 18 -kip Equivalent Single -Axle Loading (ESAL) Worksheet Location: WCR 53 Comment: Analysis based on Table D.21 of the 1993 AASHTO Guide for the Design of Pavement Structures Flexible Pavement ESALs Paving Year: Pavement Design Life (N): Average Daily Traffic (ADT): 2038ADT: Percentage of Trucks (FHWA Vehicle Class 4 through 13): Growth Rate (r): 2018 20 3,780 3,780 26.0 1 0.0 years vpd vpd Equations b=20l5ADT *(x/100) c= b* 365 d = [(1 +r/100)N-1 ]/(r/ 100) [See AASHTO, 1993, Table D.21] e=c*d g=e*f j= g*h*i a b c d e f g h i j Vehicle Classification and Description "Truck Traffic Percentage Total (2) Traffic i Percentage 2018 AADT 2018 Total Traffic Growth Factors Design Traffic Volume (two-way) Flexible lexible (3) Pavement Equivalency Factor Roadway Design 18k ESAL Directional (3) Distribution Factor Traffic (3) Lane Factor Design g Lane 18k ESAI. _ Passenger Cars - 74.00 2,797 1,020,978 20.00 20,419,560 0.0030 61,259 0.6 1.0 36,755 Single Unit Truck (FHWA Class. 4 through 7) 25.0 6.50 246 89,681 20.00 1,793,620 0.2490 446,61 1 0.6 1.0 267,967 Combination Trucks 75.0 19.50 737 269,042 20.0.0 5,380,840 1.087 5,848,973 0.6 1.0 3,509,384 (FHWA Class. 8 through 13) All Vehicles 100.0 100.0 3,780 I ( 27,594,020 1 16,356,843 1 3.814.l()6 Notes 1) The ADT and percent trucks are based on the 2011 Weld County 2035 Transportation Plan for WCR 53 between SH 34 and WCR 58. For WCR 53, the forcased 2035 ADT decreases to 1,830 vehicles per day. A growth rate of 0 percent was assumed. 2) The truck vehicle distribution are based on discussions with Atkins. 3) 18 -kip ESAL truck factors, directional distribution factors, and traffic lane factors are Weld County Engineering and Construction Criteria Tables 7-2 and 7-3. Design ESA L 3,820,00() BID NO 18000072 Page 459 of 828 , .. _ i •. ! � I. t -R II R‘: Rllt)R, :% A•• .1 .. , gyp „ I :'. t, i- SIR i\t'lt a'; _ Raved .! _ _ "1) r _. ,. .�,- =hvul !CUM wry:.] I• :Y:.•. ,•R I1 ,. t'ri'ed '%I d t •,FE 1 ., _ &(:R v: 1.... .i AR 1R t'I ?, _ ':1crvd-1 ! I' 1 Nil t 711 - t -t - cl :Oil- 0.',•R,- .1,.., %VCR 1- ',n . •4t.r..0-1 V,) I \V?. •t1I • ,:'.5 I ._.: .,r:d '.)n 1 t• "NCR , 2 'VrR r•) :.7.711 .5 IT a4.0); t, \tl! -I1I .,. - \VCR S \' '. '\','I( -" 101 N1 _. tit.n•cl-1 t \I -It Ii$ - 1 , r. .. i-l• i ocal _ II ,t•d _,N1 I :R 'V1'R _ ..' I ,h•t) ,ic.tcd-'_ - NFU 1); - •' .•„ :1 11 , ...•.:al 'hard 20.) :% \Vr i( : '; 'R.,f v' -!t ,t I lnn - t:taa•d-3 '.I: : tt :!: 1 ;;Il I,c11 _' icT'cl '_.hl NCI( '2 Wt•k 5? t VI('Nil 1.1'0 _ : 61:p'‘{-3 ,) l t t ; t . ., I a)1 i ..vqI _ 'itnvd :11J :.:R.4: II RI) i lld _I I'ava! - 1.,..d Pavra :t1:N1 .\'CR '_ W.'R 89 ..'!Z'1i C.; U UTAVc(•i 1 1-.•4;41 '.I .....11 _J�. V 'R -: 1\.•R •11 4 '1' I: :,:. 7 41144•41-1 Lx.J ..rcd VCR ; ',1;,'0 97 '"t _. ',( tlr.tvel•I ...,<J ._r d \VC:R t_ '..,1, t .. ' . 'R .. - I ::r.n'd-I ; .,I .,. d :UJ WCR t_ :- ', ',VCR =: :-1 ;r.lvd-3 -1 .y .. ..,I ..d _!V WCR `: • '1: 2 •- WCR ... `•, iS Glascl-I I- .,.d _ -..r.d Lk) -_ Wf'k ,: CI'::.. %VCR S9 I9 :3t.n'd-1 '} ..J iL,ed 1011 VCR 44 R 1t ' q•-lt a I don 1 -Iona-3 - .10 I Chattel . n a tc WCR c; 1': 'V : \V 'R n 1 1!00 _ i,grcl-3 1 .hl i, ,rd .177 a :&'( 4.1 ). '6'_'k ei ion : t th.n-d-1 .T) . J _ vd 2140 :1 \VCR ai ,t _< + Writ I 0 . ,7x) _1 t.itr•d . 1),) .. : • I_.t! we ,, :. Writ it \. '1. Sit G. I nin .I lilAeel-i �♦ 111) . ia wt -Ft i3 From 9 S :I I. O I )Hl',!: 1 w [.cwal 11;t4 et _(F1 WCR 33 „... . ,:,r., /o Trucks Witt:'',; :AT us :aH .wn, 17t.n'd _ou %VCR ii 1 0 04 _ a.. Ij - 1)R('+".: , 191 3_ _ _:.. C'.dlairn Uta'd Nil IYCRi• \VCR3i vr.(t+, I) 011) G1.tvd-: 1.f) :if. I.o1,a1 'lt.nd :bJ :! NCR t3 tVa:R 36 .C:'R ;^ : 41(11) - ule%d-1 f` - i _J _. 1 I(tl .l -. '-.d :W ,N 'A'l'it -t 'At•CR W(•R 38 '\ '? .I L JJ0 .:avd-3 , , _u •: IaU a _J:) ';% -2 W, 'R II .. .!.1.1 ,irnvd-.I :tt .. :•u' d - . 'DU - 14• 'R `i 0.,',, .� ,.... Full Depth .'. ! 1 - ''' Iu;XJ t\ 'R t; R a , :.-d .: I'.na! :r, t :; .,. 1 i'.nc,i ittal 1\...R ;1 .R ,n 't .I 4, • I,xJ - i•,v :f ..-! iI - , VA al 7;1:x4 is •'\ 'k'3 ill 11 i' •x 1910 - -c.c.' S' .., I ,'1 t. Pat,! t(40( .' A R 1 WCR .NI - `. , .,111 _ I :.,vcl 1 ,'-• 2-3'1 ,.. .. +ir,lvd Irk, Vic% 3 Writ ; ,,`(HI 'lac! -I :•at navel . • ,: 0.' ,'k :; *NCR - :I .13n1 _5 Gravel- ' . ' :1 ,..I;,..I; navci t '. 0.','4 ,3 W('R 7: x ,3 I rumrum_!I G,nvcl-I �� 'K:I ..cal dlp. ,1 0.'''12 �; \VCR NII t9_ I M117 r' _I - . _ .. Al Lnc;J I ..,d ,acl :r.:. ,n WI"R ;. S!I i9: Ct'R ',) "n0 :i .irft•d-f .,. -too 1 „cal . cd •nl. Wt'k :3 'NCR '0 .\,'R : :•'J(, _) Gtm'd_3 't - 2035 ADT ` :a GiPatJ-3 1t = J2009ADT �1_J .AI'R \Yt'R i1 WCR - 1 Vt'• "dl :n Gnivd-a t',I, •.,1 .e, •a .1CR PqIt+,.rvd-3 i It - :I 41.1\d _(J1' \(_R `; NC.: h -: , .. +`p) .. fir.WS-_ - 11 • -- - - ,.II ::.,vcl lin) Vt R .t :VCR 1J1% sill 1;t JVd-1 I ]H' \:'R -1 '.VCR 110 - P+J _ tit .nd-I i - ..II .:-d 'I _.w V. ,.. •, t,CR II_ - .i11 . tasd-I i .-�I . --I 1111 A":'•t -, , RIG - • AS' ; .;,.nd-I I \''F. -t .'R 11 l SIJ v.1cr„ 3'4I:, S i '<Fit Si9_ -,3 r - \rtav Jl Pm'ea •11 p) \ f 1t - I ST? ;,n _ ! 'nat 't1%, 2: NM :1 t-••; .: , Ii II'. —.—_ —. In ,JICSI.44 "put 'A'( !t •( k1 X "1) __ ihrvW :ox „ 4 Vitt _1:-.1 :, S ; _. -- ....,r 4:irtt.J 724•c,1 -1n) Wilt SI RRX . in _: I'n'cd :;:%'. !_ a \Flt :15'• •1 5 VS , - ..1 ::.J V lcu.11 1)We,1 '3un WCR cd :-R rr _ Rnvc4 1,1: 1 '*1' ..11,1: .. ,.. WPaved aved -tat; .: \Vc'k `J Sri -. f•avcd \Fi1 :'TII S7 '.C'R;I p f•:1(!'FLF`.". M1 - ,. .. .. .. i'.n'ed 'hN) IST \V . -' i!n-J _: - i! ; .- :1 IVIUI liar, _ ' „�:+ .. ... ,.,, C•11 1,4.10 •R -1 S•TR _ i"u'a! _ .. t .s - .. .. 1t:J NOV :'R IS - R,ngU c::.J _ i. d _w ''. VCR R ctuvel 1 .a.ti a _! _UU .l, R ;I 'A'('R ... GIJvd-3 - - - i.uv.tl ., cI :'!P 1 P. -a I i 'R , .o . ; roDJ : I iirv.d •I I-._ - - -- \ '' -< V,, 'All•R :• Wr•R 4, - V 110 ' (navel•: I '.1 R ';:t i trod n d —I • •A ,<.c•. .:.F ,,, \ U34t1 :I iitjVc1 t :, .t , ',1 '7 • _ -, . 'R °a , \ •.• I ((flu_` I Gr vd-1 S I „ -• i.,y.11 •:.n:1 _tJU ,C..R ",1 _ :1.9841 ..I t'tavcl-1 - _ -}-- 1at. .41 •:,1:1\41 _(\' ••'-t .. ,.'• 17x40 . ritJVel-1 ..:7 '. LOL'J )L1Vel ''Bl .\ ", n'' S . '`: G I it 1 thawcI-i '.)S - - 1.4•7',11 it ICd Sheet 3 of 8 BID NO 18000072 Page 460 of 828 Flexible Pavement Design Worksheet Location: WCR 53 Comment: 9.5 inches HMA over 6 inches of CDOT Class 6 ABC R -value of 20 Subgrade, Alt. 1 Functional Classification of Roadway: Rural Arterial 1 Pavement Design Life: Traffic Loading (W18): 3. Serviceability: Po: 4.5 Pt: 2.5 [Table 7-4, WCECC, 2012] pt = 2.5 if ADT > 750 vehicles per day 4. Subgrade Resilient Modulus (MR): IR-value: 20 i [Eqn 2.1 and 2.2 of CDOT, 2012] Si = [(R -value - 5) / 11.29] + 3 M = 10[(S, + 18.72)/6 24] = R 5. Reliability: I R: 90 % i 6. Design Standard Deviation (Se): So: 0.44 4,940 psi [Table 7-5, WCECC, 2012] 7. Requred Structural Numbers (SN,): [Eqn 3.1 CDOT, 2013] SN,: 2.416 SN,: 4.726 SN3: -NA- 20.0 years 18k ESALs: 3,820,000 per lane APSI: 2.0 MR: 4,940 psi ZR : -1.282 log„,[ OPSI 4.2-1.5 log,,,(G�" x) = Zu S„ + 9.36 log,„(SA: + 1) — 0.20 + 1094 + 2.32 log,,,(MR) — 8.07 0.40+ (SN+1)5.19 Layer Analysis 8. Pavement Materials Characterization: [T7-7 and T7-6, WCECC, 2012] [T3.3, CDOT, 2013] Layer Material Structural Coefficients Layer Coefficients Drainage Layer (psi) Modulus 1 HMA a,: 0.44 - - 2 CDOT Class 6 a2: 0.12 m2: 1.00 32,883 3 a3: m3: 1.00 9 Solutions for thicknesses: [ Figure 3.2, Part 11 of 1993 AASHTO] SN*, = a, D*, >= SN, SN*2 = a, D*, + a,D*,m, >= SN7 SN*3 = a, D*, + a,D*,m, + a3D*3m3 >= SN3 Recommended Thicknesses Layer Material Thickness (D*,) SN*, SN, 1 HMA 9.5 inches 4.180 2.416 2 CDOT Class 6 6.0 inches 4.900 4.726 3 inches Note: Required SN <= Pavement SN, Design is Acceptable BID NO. 18000072 Page 461 of 828 Flexible Pavement Design Worksheet Location: WCR 53 Comment: 7.5 inches HMA over 12 inches of CDOT Class 6 ABC R -value of 20 Subgrade, Alt. 2 Functional Classification of Roadway: Rural Arterial 1 Pavement Design Life: Traffic Loading (W18): 3. Serviceabili [Table 7-4, WCECC, 2012] pt = 2.5 if ADT > 750 vehicles per day 4. Subgrade Resilient Modulus (MR): IR-value: 20 i [Eqn 2.1 and 2.2 of CDOT, 2012] Si = [(R -value - 5) / 11.29] + 3 MR = 10«Si + 5. Reliability: R: 90 18.72) / 6.24] i 6. Design Standard Deviation (S0): S,,: 0.44 4,940 psi [Table 7-5, WCECC, 2012] Requred Structural Numbers (SN,): [Eqn 3.1 CDOT, 2013] Analysis MR 32,883 4,940 -NA- SN1: 2.416 SN,: 4.726 SN3: -NA- log, „ (w, ) = Z1 Layer Analysis 8. Pavement Materials Characterization: S„ +9.36 log,„(S\ + 1) 20.0 years I 118k ESALs: 3,820,000 per lane I 0.20+ APSI: 2.0 i MR: 4,940 psi i OPSI log„'[ 4.2 1.5 1094 0.40+ (SSA'+1)19 [T7-7 and T7-6, WCECC, 2012] i ZR. -1.282 +2.32 log,„(M1z)-8.07 [T3.3, CDOT, 2013] Layer Material Structural Coefficients Layer Coefficients Drainage Layer (psi) Modulus 1 HMA al: 0.44 - - 2 CDOT Class 6 a2: 0.12 m2: 1.00 32,883 3 a3: m3 : 1.00 9 Solutions for thicknesses: [ Figure 3.2, Part II of 1993 AASHTO] SN*I = a1D*, >= SN1 SN*2 = a, D * 1 + a2D *, m, >= SN2 SN*3 = a,D*, + a2D*,m2 + a3D*3m3 >= SN3 Recommended Thicknesses Layer Material Thickness (D*,) SN*1 SN1 1 HMA 7.5 inches 3.300 2.416 2 CDOT Class 6 12.0 inches 4.740 4.726 3 inches Note: Required SN <= Pavement SN, Design is Acceptable BID NO. 18000072 Page 462 of 828 7.4.5 Traffic Growth Rate The number of vehicles using a road tends to increase with time. Weld County uses a 20 -year growth rate to estimate the future traffic on roadways. The growth rate is applied to all of the vehicle classifications. A growth rate assumes that the AADT percent growth rate for any given year is applied to the volume during the preceding year. Please contact the Public Works Department for assistance in determining an appropriate growth rate. 7.4.6 Lane Factor The number of vehicles or ADT on the roadway shall be split according to the number of lanes in the proposed roadway. Table 7-3 lists the acceptable values. Table 7-3 CDOT Pavement Design Manual Table 1.1 Lanes per Direction Design Lane Factor One lane 0.60 Two lanes 0.45 Three lanes 0.30 Four lanes 0.25 7.5 FLEXIBLE PAVEMENT DESIGN 7.5.1 Serviceability and Reliability The initial serviceability for asphalt at initial construction will normally fall in the range of 4.2 to 4.6 and generally shall be assumed to be 4.5. The terminal serviceability is based on the current ADT. These factors can be found in Table 7-4. Table 7-4 Serviceability Loss ADT 2.0 > 750 2.5 <750 The reliability factor is based on the functional classification of the roadway. Weld County's functional classification map can be found on the transportation planning section of the Public Works Department web page. L31U NV. 1auuuu11 WELD COUNTY ENGINEERING & CONSTRUCTION CRITERIA sage 4W OT tilts Table 7-5 Reliability Functional Classification Urban/Rural Arterial 90 Collector 85 Local 80 7.5.2 Mr (Resilient modulus) for Soils Resilient modulus ('.1.,.) is a subgrade support characteristics used in the 1993 AASHTO design method. Equipment to directly determine the M. may not be available to some designers. A series of correlations and alternative equations are provided to aid designers that do not have the appropriate equipment to estimate the design The input values can be converted into resilient modulus using the following equations: v'R►_S..] _ L11.29 (S1+ tIt 1,• = 1..f t (ER Where: ',I . = Resilient Modulus (psi) l 51 = the soil support value value obtained from the Hveem stabi ur eter. C = California Bearing Pattc 7.5.3 Standard Deviation Weld County uses an overall standard deviation of 0.44 for all pavement designs. 7.5.4 Drainage Factor The drainage factor may be incorporated into the pavement design to account for the drainage characteristics of the site. WELD COUNTY ENGINEERING & CONSTRUCTION CRITERIA Na e 18 Table 7-6 Quality Drainage of Water Removed Within: Percent of time moisture levels pavement approaching structure is exposed saturation to Less 1% Than 1-5% 5-25% >25% Excellent 2 hours 1.40-1.35 1.35-1.30 1.30-1.20 1.20 Good 1 day 1.35-1.25 1.25-1.15 1.15-1.00 1.00 Fair 1 week 1.25-1.15 1.15-1.05 1.00-0.80 0.80 Poor 1 month 1.15-1.05 1.00-0.80 0.80-0.60 0.60 Very poor Will not drain 1.05-0.95 0.95-0.75 0.75-0.40 i 0.40 7.5.5 Strength Coefficients Table 7-7 lists the strength coefficients for various potential components of the pavement section. The strength coefficients shown in the following table are used in the structural number equation to determine the thickness of the various layers of the pavement structure. Table 7-7 Strength Coefficient Component Strength inch Coefficients of material) (per Test Criteria Conventional Materials HMA 0.44 See Section 7.6.3 *Existing bituminous pavement 0120 - 0.40 N/A Aggregate base course 0.14 R -value_ 83 Aggregate base course 0.12 . 77 _ R -value :::. 83 Aggregate base course 0.11 69 = ft -value =�-� 77 Existing aggregate base course 0.09 N/A Treated Materials Fly ash 0.10 7 day, 150 psi Lime treated subgrade 0.14 7 day, 160 psi Cement treated base 0.22 7 day, 100 — 200 psi Cement treated base 0.23 7 day, 200 — 300 psi *Falling Weight Deflectometer or CDOT structural layer coefficients of existing pavements forms shall be used to determine the structural coefficient fDr existing bituminous pavements. 7.5.6 Pavement Thickness Full -depth pavement sections will not be allowed within the County -maintained right-of-way. A composite section of hot mix asphalt (HMA) and free draining sub -base material shall be used. The thickness of the composite section can vary significantly depending upon many factors such as existing soil types, current and proposed traffic, and construction materials, just to name a few. Weld County does not have a one size fits all design for the pavement thickness and recommends that the designers U. WELD COUNTY ENGINEERING & CONSTRUCTION CRITERIA rage 4t),J er tszu Oversight / NHS S V S:\:ronpro0\:000SS699 *CR 3 1001 Deter \O.047ADro.wpaMCRSJGEN_ Tit Au. 2400 .. FHWA REGION VIII OVERSIGHT0' • NO 0 YES NATIONAL HIGHWAY SYSTEM? • N0 O YES TABULATION OF LENGTH & DESIGN DATA STATION ROADWAY LIN. FT. MILES BEGIN WELD COUNTY SECTION STA 107.71.01 To STA 119.76.83 1146 0.22 BEGIN STRUCTURE SECTION STA 119.16 83 TO STA 126.16.83 700 0.13 CONTINUE WELD COUNTY SECTION STA 126.16.83 TO STA 141.38.18 1521 0.29 END PROJECT STA 250.00.00 TO STA 255.44 85 545 0.10 TOTALS 3912 0.74 PROJECT SUMMARY 3912 LN FT 0.74 MILES DESIGN DATA WCR 53 WCR 388 MINIMUM RADIUS OF CURVE 1500' 250' MAXIMUM GRADE 4.0/ 4.07 MINIMUM 5.5.0 HORIZONTAL 570' 200' MINIMUM S.S.D. VERTICAL 570' 200' MAXIMUM DESIGN SPEED 60 M.P.H. 30 M.P H.; MIN K VALUE CREST 357 19 MIN K VALUE SAG 136 37 =NOTE- AT NTERSECTION OF WCR 53 AND WCR 388. DESIGN SPEED LOWERED TO 25 MPH FOR STOP CONDITION ACCESS ROADS DESIGN DATA RESIDENTIAL AGRICULTURAL COMMERCIAL/ OIL 8. GAS MINIMUM RADIUS OF CURVE MAXIMUM GRADE DRIVEWAY WIDTH DRIVEWAY RADII MAXIMUM DESIGN SPEED MIN K VALUE CREST MIN K VALUE SAG N/A 8.0/ 20' 25' 15 M P H N/A N/A N/A 8.07 20' 40' 15 M P H N/A N/A N/A 6.0/ 24' ♦0' 75 M P H N/A N/A -3r,nt Dote: 3/9/2018 WELD COUNTY STATE OF COLORADO ROADWAY CONSTRUCTION PLANS WELD COUNTY ROAD 53 MARCH 9, 2018 BID PLANS raw J 1' T I S a t T -1 -- STA. 141+38.18 END PROJECT STA. 107+n.01 BEGIN PROJECT J rib J J PROJECT LOCATION MAP IiDEX OF SHEET$ 01 02 03-04 05-06 07-10 11 12-14 15-17 18-20 21-24 25-28 29-34 35-42 43-85 86-89 90-92 93-95 96-106 107-110 111-114 115-117 118-123 124.135 TITLE SHEET MILS STANDARD PLANS LIST TYPICAL SECTIONS GENERAL NOTES SUMMARY OF APPROXIMATE QUANTITIES SUMMARY OF EARTHWORK TABULATIONS SURVEY TABULATION SURVEY CONTROL DIAGRAM REMOVAL PLANS UTILITY PLANS ROADWAY PLAN AND PROFILES ACCESS ROAD PLAN AND PROFILES BRIDGE PLANS GRADING PLANS DRAINAGE PLAN AND PROFILES DRAINAGE DETAILS STORMWATER MANAGEMENT PLANS LANDSCAPE PLANS SIGNING AND STRIPING PLANS RIGHT-OF-WAY PLANS PHASING PLANS CROSS SECTIONS M&S STANDARD PLAN REVISIONS (75 SHEETS) know what`s below. Call before you dig. he Nome: WCR53GEN_ TitleSht.dgn On7. Scale: N/A Vert Scale: As Noted Unit Information Unit Leoder initials BID NO 18000072 0 II Sheet Revisions late: Cornments WELD COUNTY COLORADO 0epwtment of Pubic Ibis all rt Street Greeley, CO 00631 °hwe: (970) 356.4000 ATKINS '56,JTC 3hd. wife 700 :enter, co 602.17 ?Vint. 303/22I -727S Fat 303/221-7276 As Constructed No Revisions: WELD COUNTY ROAD 53 TITLE SHEET Project No./Code RCZ3C-C67-2C46C Revised: Designer: Void: Jet oiler: .9L Str,,.c:ure EM -8R53 -58A LDL Numbers Sheet Subset: GENERAL Sunset Sheets: 01 OF O6 Sheet ' Numbef 828 PLAN NEW OR M STANDARD PAGE NUMBER REVISED I1.ILE NUMBER i M 100 I STANDARD SYMBOLS (3 SHEETS) 1-3 0 Al 100 2 ACRONYMS AND ABBREVIATIONS (4 SHEETS) 4-7 M 203 1 0 APPROACH ROADS mos w ALT 0.001 e p M 203 2 DITCH TYPES O M 203 II SUPERELEVATION CROWNED AND 10 l2 DIVIDED HIGHWAYS (3 SHEETS) 1l M 203 12 SUPERELEVATION STREETS (2 SHEETS) I] 14 EM M 206 I EXCAVATION AND BACKFILL FOR STRUCTURES 15-16 (2 SHEETS) ® M 206-2 EXCAVATION AND BACKFILL FOR BRIDGES (2 SHEETS) 17 18 M 208 I NI TEMPORARY EROSION CONTROL (11 SHEETS) I n4ieigr.n -19-'36 O M 210 1 MAILBOX SUPPORTS (2 SHEETS) 31 32 0 M 214 1 PLANTING DETAILS 33 M 216 I • SOIL RETENTION COVERING (2 SHEETS)De0 w 44r 161179 M 412-1 0 CONCRETE PAVEMENT JOINTS (5 SHEETS)Wagteat 34-36 p M 510 I STRUCTURAL PLATE PIPE H 20 LOADING 39 N 601-1 0 SINGLE CONCRETE BOX CULVERT (2 SHEETS)1(isO. , 4s -•e-4! N 601-2 0 DOUBLE CONCRETE BOX CULVERT (2 SHEETSIRNom,Ss,00R4-33 M 601 3 0 TRIPLE CONCRETE BOX CULVERT (2 SHEETSID'iova;191146-4& O M 601 10 HEADWALL FOR PIPES 46 Cu 601 II TYPE S SADDLE HEADWALLS FOR PIPE 47 0 M 601 12 HEADWALLS AND PIPE OUTLET PAVING • M 601 20 WINGWALLS FOR PIPE OR BOX CULVERTS 49 N 603 I O METAL PIPE (4 SHEETS) 1(0101 w MIMS 0601 1 CO Si M 603 2 0 REINFORCED CONCRETE PIPE p.m w sems w so I 0 M 603 3 PRECAST CONCRETE BON CULVERT 55 N 603 4 O CORRUGATED POLYETHYLENE PIPE (AASNTD 4294) Mmes 36 M 603 5 0 POLYVINYL CHLORIDE (PVC) PIPE (AASHTO M304) asmis 37. N 603 6 0 STEEL REINFORCED POLYETHYLENE RIBBED PIPE (AASHTO MP 20) 1(1 a RI. Xtu151 N 603-10 CONCRETE AND METAL END SECTIONS (2 SHEETS) 56 59 0 M 604 10 INLET TYPE C 60 O M 604 11 INLET TYPE D 61 C] M 604 12 CURB INLET TYPE R (2 SHEETS) 62 63 O M 604 13 CONCRETE INLET TYPE 13 64 O M 604 20 MANHOLES (3 SHEETS) 65 67 O M 604-25 VANE GRATE INLET (5 SHEETS) 6B 72 O M 60S I SUBSURFACE DRAINS 73 N 606 I 0 GUARDRAIL TYPE 3 W BEAM (20 SHEETS)�n01, iiVN1I x4"94 M 606 I CM MIDWEST GUARDRAIL SYSTEM (MGS) �„ TYPE 3 W BEAM 31 INCHES (20 SHEETS) =atom M 606 13 O GUARDRAIL TYPE 7 F SHAPE BARRIER (4 SHEETS) 03 OO 00140 AaAI 101.31 O M 606 14 PRECAST TYPE 7 CONCRETE BARRIER (3 SHEETS) 97 99 48 si3 OM60710 O M 607 15 M 608 1 M 609 1 ® M 611-1 M 611-2 O M 613 1 O M 614 1 O M 614 2 i M 615 I OM 6152 O M 616 1 Cu 620 I 0 M 620 2 p M 620 11 • M 620 12 O M 629 1 PLAN NEW OR M STANDARD PAGE NSNRFR REVISED TIT, F RUMFFj3 Is] N 607 I WIRE FENCES AND GATES (3 SHEETS) 100 102 0 M 607 2 CHAIN LINK FENCE (3 SHEETS) 103 105 0 M 607 3 BARRIER FENCE 106 M 607 4 0 DEER FENCE GATES, ANO GAME RAMPS (5 SHEETS) 48±-169 00esto as *a WWI PICKET SNOW FENCE 110 ROAD CLOSURE GATE (9 SHEETS) III 119 CI CURB RAMPS (10 SHEETS) Rump a rawer nylon 246-45. O CURBS GUTTERS AND SIDEWALKS (4 SHEETS)EVSTiti6 246-49 CATTLE GUARD (2 SHEETS) 0 DEER GUARD (2 SHEETS) Re moon Ant ROADWAY LIGHTING (4 SHEETS) RUMBLE STRIPS (3 SHEETS) SAND BARREL ARRAYS (2 SHEETS) EMBANKMENT PROTECTOR TYPE 3 EMBANKMENT PROTECTOR TYPE 5 INVERTED SIPHON FIELD LABORATORY CLASS I FIELD LABORATORY CLASS 2 (2 SHEETS) FIELD OFFICE CLASS I FIELD OFFICE CLASS 2 SURVEY MONUMENTS (2 SHEETS) COLORADO DEPARTMENT OF TRANSPORTATION M&S STANDARDS PLANS LIST July 04, 2012 Revised on January 18, 2018 ALL OF THE M&S STANDARD PLANS, AS SUPPLEMENTED AND REVISED, APPLY TO THIS PROJECT WHEN USED BY DESIGNATED PAY ITEM OR SUBSIDIARY ITEM NEW OR REVISED STANDARD PLAN SHEETS APPLICABLE TO THIS PROJECT, INDICATED BY A MARKED BOX ®, WILL BE ATTACHED TO THE PLANS 130 131 132 1]5 136 136 139 140 141 142 143 144 145 146 147 148 149 150 PLAN NEW DR S STANDARD PAGE NUMBER REVISED IIILE NUMBER 5 612 1 0 DELINEATOR INSTALLATIONS (7 SHEETS) POW O RLUID.l S 614 I A GROUND SIGN PLACEMENT (2 SHEETSIRKsa tae, mnU 150 fCM S 6142 ® CLASS I SIGNS 801.117 AK 21010 4R& 0 5-614-] CLASS II SIGNS 161 S 614-4 p CLASS III SIGNS (3 SHEETS) RKs w mums it Ho 1 IGO 16. 5 614 5 0 BREA(-AWAY SIGN SUPPORT DETAILS RKsm on lace NOR 16S .L4 FOR GROUND SIGNS (2 SHEETS) S fi14-6 p CONFORCRETE CLASSF01 INGS SIGNS (2D SIGN ISLANDS SHEETS) Rss0 as seam ie 1171 iG7 166 S SIB B O TUBULAR STEEL SIGN SUPPORT DETAILS (6 SHEETS) RAN -43. 00140 04 DE.. S AID 9 0 PEDESTRIAN PUSH BUTTON POST ASSEMBLY RKNO as4 111..1 -Ra- n 5 614 10 MARKER ASSEMBLY INSTALLATIONS 175 O S 6I4 11 MILEPOST SIGN DETAIL FOR HIGH SNOW AREAS 176 MI 5 614 12 STRUCTURE NUMBER INSTALLATION 177 0 5 614 IA FLASHING BEACON AND SIGN INSTALLATIONS (3 SHEETS) 178 180 O 5 614 20 TYPICAL POLE MOUNT SIGN INSTALLATIONS 181 614 DI p CONCRETE BARRIER SIGN POST INSTALLATIONS -1134. 00140 2. p ( S 614-22 TYPICAL MULTI SIGN INSTALLATIONS 1B3 S 614 40 0 TYPICAL SHEETS) S) PIFu TRAFFIC SIGNAL 4 INSTALLATION DETAILS 164-6 o art 17 HAI S 614 40A p ALTERNATIVE SHEETS) A TE TRAFFIC SIGNAL INSTALLATION DETAILS i199-44. Ward 10141 5 614 41 O TEMPORARY SPAN WIRE SIGNALSRKso W 40. 50.1 i93 O S 6)4 42 CABINET FOUNDATION DETAIL (4 SHEETS) 194 197 p S 614 43 TRAFFIC LOOP AND MISCELLANEOUS SIGNAL DETAILS 168 207 (10 SHEETS) 5 614 44 0 PEDESTAL POLE SIGNALS (2 SHEETS) 4001 a AA[ R 1(1 S 6I4 50 O STATIC SIGN MONOTUBE STRUCTURES (12 SHEETS) -4e8-419 RKs w AK 1A Nis 5 614-60 0 DYNAMIC SIGN MONOTUBE STRUCTURES (14 SHEETS) Y00-433 souto us am 103, S 627 I 0 PAVEMENT MARKINGS (8 SHEETS) at.. at Rama Aron 630 1 0 TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION (24 SHEETS) sons a !LW ryral 630 2 m BARRICADES DRUMS CONCRETE BARRIERS (TEMP) AND VERTICAL PANELS RKs a Ae I; 1eIM O 5 630 3 FLASHING BEACON (PORTABLE) DETAILS 260 0 5-630 4 STEEL SIGN SUPPORT (TEMPORARY) INSTALLATION 261 262 DETAILS (2 SHEETS) S 630-5 O PORTABLE RUMBLE STRIPS (TEMPORARY) (2 SHEETS) 2G3 266 ALISI lynx O S 630 6 EMERGENCY PULL -OFF AREA (TEMPORARY) 265 O 5 630 7 ROLLING ROADBLOCKS FOR TRAFFIC CONTROL 266 268 (3 SHEETS) Y34 YJ6 430 250 P59 Print 0ate 3/9/2018 FAN Name WCR53GEN-StAPIanLisl dqn Hon, Scale N/A Un t In(armal on Vert Seale Al Noted Unit Leader Into. RID NO 18000072 Sheet Revlslon9 Ogle Camrne is In t WELD COUNTY COLORADO ti-.�A'a�I Mal KanA _ - IN 5amellRN .1 11�ff —:.1r F, soul — _ fi rr.%IS a I91a1 ]ee 11(0 ATKINS 190 Rases ons As Constructed Sul 100 gesso CO eo137 Perer3117276175 I0L1 WELD COUNTY ROAD 53 STANDARD PLANS LIST Project No /Code ERC030 067-20460 Re sed Des 9ner Delaler Sheet Subset GENERA. LDL LDL Ved svaawel _ Num6erf 5 b t SM1 t. 02 OF 0 EM BR53 56A sb444494A760fBOA TYPICAL SECTION NOTES THE CONTRACTOR SHALL BE REQUIRED TO PLACE 4 INCHES OF TOPSOIL TO THIS LINE AFTER COMPLETION OF PAVING OPERATION OF EXISTING MATERIAL IS OTHER THAN SOIL REPLACE IN RIND) IT IS ANTICIPATED THAT TOP SOIL WILL NEED TO BE IMPORTED Win. 1.6, w S C0:, ,9... v 1000 Orvpn.a. A,d ..q .v a r Existing Ground 1 Shoulder Varies 5 Grovel Shldrx 12 R 0 W VARIES I I 12 Travel Lane j Travel Lane I 7 HMA Varies _______12 ABC (Class 1 Shoulder 5 Varies Grave Shldrx 6)— --- R20 Compacted WCR 53 TYPICAL SECTION Embankment STA 116490 00 TO 09,16 83 STA 126+1683 TO 126420 CO Material 41 Y I R 0 W VARIES I 1 Shoulder 14 5 k 12 I 12 Grave- l Travel Lane j Travel Lane Shldr' I 7 HMA Slope I Slope Vadries Varies ...S... sIS � ge S: i_. iiiii!iiti .::r gle4Atis : _Va,0...37 0 1 Shoulder 5 14 Gravel Shldrx Varies., Existing Ground 12 ABC (Class 61 WCR 53 TYPICAL SECTION STA 107471 01 TO 116+90 00 STA 128+20 00 TO 141+3818 R20 Compacted Embankment Material A 0 7 HMA BRE/8 POINTS IN SLOPES SHALL BE ROUNDED DURING CONSTRUCTION FOR A PLEASING APPERANCE 20 ROAD SLOPE (TYPICAL) HORIZONTAL AND VERTICAL ALIGNMENT CONTROL POINTS GRAVEL SHOULDER SHALL BE CONSTUCTEO OF COMPACTED ABC (CLASS 6) THE GRADIENT AND WIDTH OF ROADWAY DITCHES EXCAVATION AND EMBANKMENT SLOPE RATES MAY BE ADJUSTED BY THE ENGINEER TO ASSURE ADEQUATE DRAINAGE AND SLOPE STABILITY ALL ADJUSTMENTS SHALL BE COORDINATED WITH THE ENGINEER PRIOR TO IMPLEMENTATION PAVEMENT DFTATI 20 HMA (GRADING SX)(100)(PG64 28) ■ _ 2 0 HMA (GRADING S)(100)(PG64 22) 3 0 HMA (GRADING S)(100)(PG64 22) ;fir t5 kereiTsttivt 12 0 ABC (CLASS 6) ABC (CLASS 6)R VALUE SHALL BE GREATER THAN 77 PAVEMENT SAFETYEDGE DETAIL (7. ASPHALT) Outside Edge Of Shoulder r-5 Gravel Shoulder' it I Slope 30 35 Slope HMA 22// 3 ABC Vanes � (Class 6) 12 ABC] c (Class 6) Minimum 4 Topsoil or Specified Alternative Subgrade Z Slope 501 (2/) The safety edges will not be measured or paid for separately the cost is included in the HMA Pavement Pant Dote 3/9/2018 FTe Name WORSBGEN_TYpseci All Harz Scale N/A Vert Scale As Noted Un t I to maban Unt Leader Ielmis Sheet Revisions Dole Comments Ind 3ID NO 18000072 WELD COUNTY cowo, oo C 1 Ilr,fOdk xwle ILt/'^'—'U• oe¢7 0616-1 Mew (MI 35.000 ATKINS 4.50I OTC INTL STI 6e .1603 610]-7 Kmmla3,721 ms Faa 303/-8 7116 As Constructed Na Revinans WELD COUNTY ROAD 53 TYPICAL SECTIONS Project No /Code ERCO30-067-20060 Revised Des goer LDL 0610031 Sheet Subset GENERAL Va d MMc strut ::sI _ Nunbv SDsct Sheets 03 OF 06 EM-BR53 58A sHI4PAODtr626 TYPICAL SECTION NOTES ROW VARIES 1 Gravel Shoulder 1 Shoulder I 1 Shoulder—. r1 Gravel Shoulder' �Variesji 12 I 12 t{ Varies Travel Lone j Travel Lane I 11 Slope aiI Slope p 3 Existng Ground 5 5 HMA- 12 ABC (Class 6) WCR 388 TYPICAL SECTION STA 250+0000 TO 255+4485 1 Shoulder 1 Shoulder Varies 10 to 20 _ Varies I 2a 1 0/ Existing Ground) 3t ------------- 4 ABC (Class 6)- 3) R20 Compacted Embankment Material R20 Compacted Embankment Material ACCESS ROAD TYPICAL SECTION STA 200000.00 TO 20046700 STA 205+3300 TO 205+7500 STA 210+32 13 TO 211+67 00 STA 215+33 00 TO 217+16 65 STA 220+0] BB TO 222,57 00 STA 225+33 00 013 227+60 00 STA 23042176 TO 243+6790 STA 26047128 TO 261+6700 r —Pavement Section 6 Topsoil Removal 6 Subgrode Reconditioning and Compaction Unsuitable Material Excavation Depth 2 Min or os Directed by the Engineer — UNSUITABLE MATERIAL EXCAVATION DETAIL \—Geotextile R20 Compacted Embankment Material Existing Ground THE CONTRACTOR SHALL BE REQUIRED TO PLACE 4 INCHES OF TOPSOIL TO THIS LINE AFTER COMPLETION OF PAVING OPERATION (IF EXISTING MATERIAL IS OTHER THAN SOIL REPLACE IN RING ) IT IS ANTICIPATED THAT TOP SOIL WILL NEED TO BE IMPORTED A 9REN( POINTS IN SLOPES SHALL BE ROUNDED DURING CONSTRUCTION FOR A PLEASING WPERANCE D 22 ROAD SLOPE (TYPICAL) Q HORIZONTAL AND VERTICAL ALIGNMENT CONTROL POINTS % GRAVEL SHOULDER SHALL BE CONSTUCTED OF COMPACTED ABC (CLASS 6) 5 5 HMA THE GRADIENT AND WIDTH OF ROADWAY DITCHES EXCAVATION AND EMBANKMENT SLOPE RATES MAY BE ADJUSTED BY THE ENGINEER TO ASSURE ADEQUATE DRAINAGE AND SLOPE STABILITY ALL ADJUSTMENTS SHALL SE COORDINATED WITH THE ENGINEER PRIOR TO IMPLEMENTATION PAVEMENT OFTAII CIS'✓� .i .nYsi f �N \ .• 2 5 HMA (GRADING SX)(100)(PG64 28) 30 HMA (GRADING S)(100)(PG64 221 12 0 ABC (CLASS 6) ABC (CLASS 6) R VALUE SHALL BE GREATER THAN 77 PAVEMENT SAFETYEDGE DETAIL (5 5" ASPHALT) Outside Edge n1 Gravel Shoulder Of Shoulder Slope 55 22// T 12 ABC (Class 6) 30 35 Slope Varies 31 Minimum 4 Topsoil or Specified Alternative Subgrode Z Slope 501 (2/1 The safety edges will not be measured or paid for separately the cost is included in the HMA Pavement Pr nl Date 3/9/2018 F Nome WCRSSGEN_TypSect dgn Harz Scale N/A Vert Scale As Hated U t I to m t o U t Lead r I t I Sheet Revisions Dane Comment: In t BID NO 18000072 WELD COUNTY COLORADO Mr1 Dais seietrP ur Oa+ co BC63I Pholr(sm) 0444604 As Constructed No Rev se s WELD COUNTY ROAD 53 TYPICAL SECTIONS Project No /Code ERC030 067-204130 Re sed 0es9ner LOL Dela ler MAC Sheet Subset GENERAL Vod Structure N tubers S beet Sheets 04 OF 06 EM BR53 SBA SIfa?$1 P7 er828 OFNFRN NOTES gegg •Cli 34 I0O1 Wog SP gin gg ^g S•g..."-C .."' .n. 00151140 16li 2g. AY 5 ST ALL MATERIAL EQUIPMENT INSTALLATION AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE COOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION LATEST EDITION COOT STANDARD PLANS (MAS STANDARDS) WELD COUNTY PROJECT SPECIAL PROVISONS WELD COUNTY STANDARD SPECIAL PROWSIONS FNWA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTED) FOR STREETS AND HIGHWAYS AND THE COLORADO SUPPLEMENT THERETO 2 FOR PRELIMINARY PLAN QUANTITIES OF PAVEMENT MATERIALS THE FOLLOWING RATES OF APPLICATION WERE USED TACKCOAT DILUTED EMULSIFIED 010 GAL PER SO YD (DILUTED) ASPHALT (SLOW SETTING) HOT NIX ASPHALT AGGREGATE BASE COURSE PORTLAND CEMENT (TYPE ID 149 LBS PER CU FT 135 LBS PER CU FT 94 LBS PER CU FT DILUTED EMULSIFIED ASPHALT FOR TACK COAT SHALL CONSIST OF I PART EMULSIFIED ASPHALT AND I PART WATER TARS WILL ROT BE PAD FOR SEPARATELY AND IS INCLINED IN THE COST FOR ITEM 4(I 10253 EMULSIFED ASPHALT 3 THE FOLLOWING SHALL BE FURNISHED WITH EACH ASPHALT PAVER A SW TYPE DEVICE AT LEAST 30 FEET IN LENGTH (50 FEET W LENGTH FOR FINAL LIFT) SHORT SKI SHOE 1500 FEET OF CONTROL LINE AND STAKES 4 ANY LAYER OF ASPHALT PAVEMENT THAT IS TO HAVE A SUCCEEDING LAYER PLACED 1g THEREON SHALL BE COMPLETED FULL WIDTH BEFORE THE SUCCEEDING LAYER IS PLACED 5 A TACK COAT IS REQUIRED PRIOR TO THE PLACEMENT OF FINAL LIFT OF HBP 6 WHERE PAVEMENT IS TO ABUT EXISTING PAVEMENT THE EXISTING PAVEMENT SHALL BE 20 REMOVED TO A NEAT VERTICAL LINE USING A SAW OR OTHER METHOD AS APPROVED TO CREATE A CLEAN CONSTRUCTION JOINT THERE SHALL BE NO SEPARATE PAYMENT FOR SAW CUTTING THE CONTRACTOR WILL ALSO BE REMOVED TO PANT THE EDGE WITH DLUTED EL(IILSFIED ASPHALT (SLOW SETTING, PRIOR TO PAVING OPERATIONS THE RATE 21 OF APPLICATION SHALL BE AS DETERLANED BY THE ENGINEER AT THE TIME OF APPLICATION 7 THE DEPTH OF EXISITNG ASPHALT REMOVAL IS ASSUMED TO BE B INCHES OF HMA AND 6 22 INCHES OF ABC 8 WATER SHALL BE USED AS A DUST PALLIATIVE AS BY DIRECTED BY THE ENGINEER ASSUME TWO DALY WATERWGS FOR THE DURATION OF THE PROJECT LOCATIONS SHALL 23 BE AS DIRECTED COST FOR DUST PALLIATIVE SHALL NOT BE MEASURED AND PAD FOR SEPARATELY BUT SHALL BE CONSIDERED INCIDENTAL TO THE WORK 9 DEPTH OF MOISTURE DENSITY CONTROL FOR THIS PROJECT SHALL BE AS FOLLOWS FULL DEPTH OF EMBANKMENT AND UNCLASSIFIED EXCAVATION FOR ROADWAY BASES OF CUTS B INCHES DEPTH BASES OF FILLS - B INCHES DEPTH (AFTER TOPSOIL STRIPPING] 12 THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITES TO THOSE AREAS WITHIN THE LIMITS OF DISTURBANCE AND/OR TOES OF SLOPE AS SHOWN ON THE PLANS AND CROSS SECTIONS ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE RESTORED TO ORIGINAL CONDITIONS BY THE CONTRACTOR AT HIS/HER OWN EXPENSE CONSTRUCTION ACTIWTIES W ADDITION TO NORMAL CONSTRUCTION PROCEDURES SHALL INCLUDE THE PARKING OF VEYCLE OR EQUIPMENT DISPOSAL Of LITTER AND ANY OTHER ACTION WHICH WOULD ALTER EXISTING CONDITIONS (3 THE ABC (CLASS 6) SHALL HAVE AN R VALUE GREATER THAN 77 THE ROADWAY EMBANKMENT BELOW THE ABC SHALL HAVE A MINIMUM R VALUE OF 20 EMBANKMENT MATERIAL SHALL HAVE A CLASS 0 POTENTIAL EXPOSURE TO SULPHATE PROVIDE TEST RESULTS FOR APPROVAL BEFORE DELIVERING TO JOB SITE 14 THE GROUND BENEATH THE EMBANKMENT MATERIAL SHALL BE SCARIFIED AND MOISTURE TREATED BEFORE PLACEMENT OF THE EMBANKMENT MATERIAL 15 THE CONTRACTOR SHALL ADDRESS LOCAL CONSTRUCTION DRAINAGE DURING CONSTRUCTION THIS SHALL NOT BE PAD FOR SEPARATELY BUT SHALL BE CONSIDERED INCIDENTAL TO THE WORK 16 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AFFECTED PROPERTY OWNERS AT ALL TIMES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE PROJECT IT THE CONTRACTOR SHALL MASK ALL SIGNS CONFLICTING WITH CONSTRUCTION SIGNING THE MASKING OF SUNS WEL NOT BE MEASURED AND PAD FOR SEPARATELY BUT SHALL BE INCLUDED IN THE COST OF THE WORK IB THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING BUT NOT LIMITED TO EXCAVATION TRENCHING SHORING TRAFFIC CONTROL AND SECURITY REFER TO OSHA PUBLICATION 2226 EXCAVATING AND TRENCHING THE CONTRACTOR SHALL HAVE ONSITE AT ALL TRIES ONE (I) COPY OF THE APPROVED PLANS ONE ((1 COPY OF THE APPROPRIATE STANDARDS AND SPEC/ICATIONS AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB IF DURING THE CONSTRUCTION PROCESS CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFEO W THE PLANS OR SPEOFICATIONS THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED FOR WATER THAT IS DISCHARGED INTO A STREAM STORM SEA/ER CHANNEL IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATES THE CONTRACTOR SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR STORM WATER DISCHARGE (CONTACT COLORADO DEPARTMENT OF HEALTH WATER QUALITY CONTROL DIVISION (303) 692 3590) THE STORM WATER MANAGEMENT PLAN AND THE EROSION CONTROL PLAN 24 WHILE WORKING IN THE RIVER THE CONTRACTOR SHALL EXPECT WATER LEVEL FLUCTUATIONS TO OCCUR FROM BUT ARE NOT LIMITED TO SNOW MELT STORM WATER RUNOFF AND ROGATION RELEASES THE CONTRACTOR SHALL NOT BE ENTITLED TO ADDITIONAL COMPENSATION An0 SHALL PLAN THE wORK ACCOROWGLY EXCAVATION REQUIRED FOR CO ACTION OF BASES OF CUT Am) FILLS WEL BE 25 REMOVAL OF SEDIMENT FROM EXISTING PIPES AND BOB CULVERTS SHALL NOT BE PAD FOR SEPARATELY BUT SHALL BE INCLUDED AS A PART OF THE CLEARING ANO PAD FOR SEPARATELY UNDER ROADWAY RECONDITIONING AND COMPACTION GRUBBING PAY ITEM 10 TYPE OF COMPACTION FOR ABC CLASS 6 WEL BE MSHTO T 180 THE TYPE OF COMPACTION FOR ROADWAY EMBANKMENT AND THE REMAINDER OF THE PROJECT IS AASHTO T 99 11 CEOTE%TILE (SEPERATOR) (CLASS 11 SHALL CONFORM TO WELD COUNTY SPECIAL PROVISIONS TABLE 7(2 2A 26 ALL REINFORCED CONCRETE PIPE SHALL BE A MANU OF CLASS III UNLESS NOTED RUBBER GASKETS SHALL BE USED FOR ALL REINFORCED CONCRETE PIPE JOINTS W ACCORDANCE WITH ASIA C443 27 TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AS SHOWN ON THE EROSION CONTROL PLAN ALL EROSION CONTROL MEASURES SHALL BE MANTANED IN GOOD REPAR BY THE CONTRACTOR UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS IS STABILIZED WITH HARD SURFACE OR LANDSCAPING Ze 2 WEEKS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN IN ACCORDANCE WITH MUTED AND COOT STANDARD FOR TRAFFIC CONTROL 5 630 1 TO WELD COUNTY FOR APPROVAL PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN OR AFFECTING THE RIGHT OF WAY THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES 29 AFTER ROADWAY CONSTRUCTION IS COMPLETED DELINEATORS (TYPE II WILL BE PLACED ON 00TH SIDES OF ALL CURVES ALONG WCR 53 ACCORDING TO WELD COUNTY SPECIAL PROJECT REVISIONS TO SECTION 612 OELINEATORS SHALL BE OF FLEXIBLE POST DESIGN SUCH AS CARSONITE OR APPROVED EQUAL AND SHALL BE GREEN IN COLOR ]0 DELINEATORS (TYPE 2) WILL BE PLACED AT ALL CULVERT CROSSINGS ACCORDING TO LATEST EDITION OF THE WITCO DELINEATORS SHALL BE OF FLEXIBLE POST DESIGN SUCH AS CARSONITE OR APPROVED EQUAL AND SHALL BE WHITE IN COLOR 31 WHERE FENCES ARE IMPACTED BY THE CONSTRUCTION THEY SHALL BE REMOVED ONLY WHEN APPROVED BY THE ENGINEER ALL PRIVATE LIVESTOCK AREAS SHALL BE MANTANED THROUGH CONSTRUCTION OF NEW FENCES OR TEMPORARY FENCES IF NECESSARY 32 THE CONTRACTOR SHALL PROVIDE ONE SANITARY FACILITY AND THE COUNTY SHALL PROVIDE ONE FIELD OFFICE (CLASS II AS SHOWN ON PROJECT SPECIFICATIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AN ACCEPTABLE LOCATION FOR WELD COUNTY AND SHALL OBTAIN THE NECESSARY PERMITS FOR THE TRACER THE CONTRACTOR SHALL PROVIDE ALL OTHER RELATED ITEMS DESCRIBED IN SECTION 620 AND M 620 2 33 ALL REMOVED ITEMS BECOME THE PROPERTY OF THE CONTRACTOR TO BE DISPOSED OF OFF SITE UNLESS OTHERWISE NOTED 34 PROTECT ALL MONUMENTS OUTSIDE OF THE CONSTRUCTION LIMITS FROM DAMAGE 35 SMOOTHNESS CATEGORY FOR THIS PROJECT IS HRI CATEGORY I 36 SEVERITY OF POTENTIAL EXPOSURE TO SULPHATES OF EXISTING MATERIAL IS CLASS 1 37 USE A STRAGHT EDGE FOR ALL AMA PAVING 38 IN THE EVENT OF A DESCREPANCY THE ORDER OF PRECEDENCE IS AS FOLLOWS (al CONTRACT DOCUMENTS INCLUDING EXHIBITS ADDENDA AND APPENDICES (b, SPECIAL PROVISIONS WELD COUNTv PROJECT SPECIAL PRovisoNS I WELD COUNTY STANDARD SPECIAL PROVISIONS mi COOT PROJECT SPECIAL PROVISIONS COOT STANDARD SPECIAL PROVISIONS lcl COOT STANDARD SPECIFICATIONS (dl PLANS DETALED PLANS STANDARD PLANS ITN CALCULATED DIMENSIONS WILL GOVERN OVER SCALED DIMENSIONS Pent Date 3/9/2018 F Nome WCR53GEN_Cend4oteOl don Men Scale N/A Vert Scale As Noted Un t Information Lin t Leader Int on Sheet RCHISlons Dote Comments Inn 310 NO 1EOmT2 WELD COUNTY mid 9aeel I RAM Kee: Pm, CO B0IT mow (s)91356mego rl.eL jl• 1 ATKINS Wryer OW SOTS] Imme MUTT nos F e161/111TTM As Constructed No Reny any WELD COUNTY ROAD 53 GENERAL NOTES Project No /Code ERC030-067 20460 Revised Des goer LOL Detaler MAC Sheet Subset GENERAL Vod SwatZeI _ IA�mbvs Sunset Sheets 05 OF 06 EN FR53 5BA Sn tflTa mB28 10-2,1 25 crse GENERAL NOTES 39 THE UTILITIES SHOWN ON THE PLANS HAVE BEEN PLOTTED FROM THE BEST AVAL ABLE INFORMATION IT IS THE CONTRACTOR S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION ALL UTILITIES SHALL BE PROTECTED BY THE CONTRACTOR UNLESS OTHERWISE NOTED ON THE PLANS 40 CONTRACTOR SHALL CALL THE UTILITY NOTIFICATION CENTER OF COLORADO AT 1800 922 1987 AT LEAST THREE (3) WORKING DAYS NOT INCLUDING THE DAY OF NOTICE PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL COOPERATE AND COORDINATE ALL DRAINAGE WORK WITH ANT AFFECTED UTILITY COMPANY OR AGENCY POTHOLES OF UTILITIES SHALL BE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INCLUDED IN THE WORK RI CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATION WORK REQUIRED BY THE PROJECT WITH THE RESPECTIVE UTILITY COMPANIES AND THEIR CONTRACTORS 42 THE CONTRACTOR SHALL COORDINATE WITH THE DIVISION OF WATER RESOURCES (RUSSEL STROUD 970 302 34341 TO HAVE A NEW WATER GUNGE STATION ATTACHED TO THE NEW BRIDGE AND NEW WATER GUAGE SHELTER PLACED AS SHORN ON THE PLANS BEFORE THE NEW BRIDGE IS OPENED TO TRAFFIC THE DAR SHALL BE GIVEN A MINIMUM OF THREE WEEKS NOTICE 43 THE CONTRACTOR SHALL COORDINATE ALL IRRIGATION DITCH WORK REQUIRED BY THE PROJECT WITH THE IRRIGATION DITCH COMPANY CONTACT INFORMATION FOR THE IRRIGATION DITCH COMPANIES IS INCLUDED IN THE PROJECT SPECIFICATIONS SE -40 REQUIREMENTS A TOTAL OF 57 TREES AND 0 3 ACRES OF SHRUBS SHALL BE PLANTED AT THE CENTENNIAL VALLEY STATE WILDLIFE AREA THE CONTRACTOR SHALL COORDINATE WITH WELD COUNTY AND COLORADO PARKS AND WILDLIFE FOR THE PLANTINGS 2 THE REPLACEMENT TREES AND SHRUBS SHALL BE PLANTED WITHIN 30 DAYS OF THE NOTICE TO PROCEED FROM WELD COUNTY 3 THE CONTRACTOR SHALL PROVIDE MONITORING OF THE REPLACEMENT TREES AND SHRUBS PER THE REVISED WELD COUNTY STANDARD SPECIAL REVISION TO SECTION 214 THE CONTRACTOR SHALL REPLACE FENCING THAT IS REMOVED AS PART OF THE PROJECT IN ACCORDANCE TO THE CONTRACT AND CONSTRUCTION PLANS THE IMPACT TO THE WETLAND AREAS NEAR THE SOUTH ABUTMENT SHALL BE MINIMIZED AND FLOW SHALL BE MNNTNNED THROUGHOUT CONSTRUCTION ONCE CONSTRUCTION IS COMPLETE THE AREAS SHALL BE RETURNED TO THEIR PRE CONSTRUCTION CONDITION 6 THE CONTRACTOR SHALL AV010 WORKNG IN THE RIVER DURING THE PEA( SNOWMELT SEASON THE CONTRACTOR SHALL NOT WORK Al THE RIVER FOR A MNIMUM OF SEVEN (71 DAYS FOLLOWING THE PEN( OF THE HYOROGRAPH DEPENDING ON THE CONSTRUCTOR SCHEDULE THE CONTRACTOR MAY BE ASKED TO AVOID WORKING IR THE RIVER FOR MORE THAN THE 7 DAYS REFERENCED ABOVE PER THE REVISED WELD COUNTY STANDARD SPECIAL REVISION TO SECTION 104 AY ADDITIONAL DELAYS FOR WORKING IN THE RIVER SHALL NOT QUALIFY FOR ADDITIONAL COSTS 7 a ALL SHORING ANO DEWATERING PLANS SHALL BE SUBMITTED TO CPW FOR REVIEW AND COMMENT NO IN STREAM WORK SHALL BE DONE WITHOUT HAVING ALL REQUIRED PERMITS IN HAND ACCESS TO THE PROPERTY DURING CONSTRUCTION SHOULD BE MADE AVAILABLE TO CPW STAFF (0 PROVIDE 2 WEEKS WRITTEN NOTICE TO CPW WHENEVER IN STREAM WORK IS BEING CONDUCTED SO CPR STAFF MAY INSPECT THE WORK AND REQUIRE CHANGES Il BEST PRACTICES FOR SILT CONTANMENT SHALL BE OBSERVED 12 IF RIPRAP EXTENDS ABOVE THE NORMAL HIGH Y/ATER ELEVATION IT SHOULD BE COVERED WITH (2 INCHES OF TOPSOIL AND REVEGETATED WITH NATIVE PLANT MATERIALS LT EQUIPMENT SHALL BE MOVED IN AND OUT OF THE RIVER AT A MINIMAL NUMBER OF DESIGNATED LOCATIONS AND THEN BE DRIVEN UP OR DOWN THE CHANNEL AS NEEDED TO MINIMIZE DAMAGE TO THE BANKS AND RPARIAN VEGETATION 14 NATIVE PLANT SPECIES SHOULD BE USED FOR ALL BANK REVEGETATION OR EROSION ABATEMENT WHEREVER FEASIBLE PLANTINGS FOR REVEGETATION SHOULD BE PROTECTED FROM WILDLIFE BROWSING BY EXCLUSIONARY FENCING IS THE FENCING USED IN THIS PROJECT SHALL MATCH THE EXISTING FENCE IN KING I6 CPW WILL HAVE ACCESS FOR ROUTINE WATER OUALITY MONITORING AS PART OF THE CONSTRUCTION PROCESS ESPECIALLY DURING CONCRETE POURS 17 CPW WILL BE IMMEDIATELY NOTIFIED OF SIGNIFICANT POLLUTANT MUD OR SILT FLOW INTO THE RIVER OR OF DEAD FISH OBSERVED IN THE RIVER OR ADJACENT RIPARIAN CORRIDOR 16 GROUTED WRAP SHOULD ONLY BE USED WHEN THERE ARE NO OTHER ALTERNATIVES AVAILABLE 19 DURING CONSTRUCTION WHEN CONCRETE CEMENT IS POURED BMPS SHALL BE USED TO PREVENT CONCRETE FROM ENTERING OR LEACHING INTO THE RIVER 20 CONTRACTOR SHALL SUPPLY PH METERS AND MONITOR THE RIVER PH IMMEDIATELY DOWNSTREAM OF THE AREAS WHERE CEMENT 15 BEING POURED SHOULD THE PH RISE ABOVE 90 THE USE OF CEMENT MATERIALS SHALL BE CURTAILED UNTIL CPR IS NOTIFIED 21 CONCRETE WASHOUT STATIONS FOR CEMENT DELIVERY VEHICLES PUMPERS AND EQUIPMENT SHALL NOT BE LOCATED WHERE THE EFFLUENT MAY ENTER THE RIVER THE WASHOUTS SHALL BE NO LESS THAN 50 FEET HORIZONTALLY FROM THE RIVER 22 CONCRETE WASHOUT STATIONS SHALL BE CLEANED OR REPLACED WHEN THEY ARE 2/3 FULL CPW MAY INSPECT THE WASHOUT STRUCTURES AND PROCEDURES AND SHALL REPORT ANT CONCERNS IMMEDIATELY TO THE CONTRACTOR AND WELD COUNTY 23 RELEASING SOLVENTS FLOCCULANTS FUEL OIL PRODUCTS OR ACID WASH WATER INTO OR NEAR THE RIVER DR CLEANING EQUIPMENT CONTAMINATED WITH THESE COMPOUNDS IN OR NEAR THE RIVER SHALL NOT BE ALLOWED CHEMICAL DUMPS AND CLEANING STATIONS CONSTRUCTED PER DAPS FOR DISPOSAL OF THESE COMPOUNDS WILL BE LOCATED AT LEAST 50 FEET FROM THE RIVER OR TRIBUTARIES AND SHALL BE WELL MARKED 24 THE CONTRACTOR SHALL UTILIZE APPROPRIATE STRATEGIES LISTED IN THE 2011 COOT DOCUMENT EROSION CONTROL ANO STORM WATER OUALITY FIELD GUIDE TO MINIMIZE EROSION AND SILT FLOW DURING CONSTRUCTION 25 ALL RIPARIAN AND UPLAND AREAS SHALL BE REVEGETATED AS SOON AS IS FEASIBLE USING BAPS FOR SEEDWG AND PLATING BMPS TO BE CONSIDERED SHOULD INCLUDE TEMPORAL CONSTRANTS PROPER SEED SELECTIONS PROPER PRE PLANTING SOIL AMENDMENTS OPTIMAL PLANTING STRATEGIES AND POST PLANTING MULCHING/CRIMPING AS REQUIRED IT MAY BE NECESSARY FOR THE CONTRACTOR TO PROVIDE WATERING TO ALLOW ESTABUSHMENT OF GRASSES FORKS AND WOODY SHRUBS 26 NO EQUIPMENT SHALL BE UTILIZED THAT HAS BEEN USED IN AT STREAM RIVER LACE POND OR WETLAND WITHIN THE PREVIOUS 14 DAYS UNLESS ONE OF THE FOLLOWING MEASURES ARE TAKEN TO PREVENT THE SPREAD OF NEW ZEALAND MUD SNALS ZEBRA MUSSELS INVASIVE PLANT SPECIES AND OTHER AQUATIC HITCHHIKERS REMOVE ALL MUD AD DEBRIS FROM EQUIPMENT (TRACKS TURRETS BUCKETS DRAGS TEETH ETC 1 AND KEEP ALL EQUIPMENT DRY FOR 10 DAYS PRIOR TO USE OR II REMOVE ALL MUD AND DEBRIS FROM EQUIPMENT (TRACKS TURRETS BUCKETS DRAGS TEETH ETC) AND SPRAY/SOAK EQUIPMENT WITH A I 1 SOLUTION OF FORMULA 409 HOUSEHOLD CLEANER AND WATER KEEPING EQUIPMENT WET FOR AT LEAST 10 MINUTES OR REMOVE ALL MUD AND DEBRIS FROM EOUNOENT (TRACKS TURRETS BUCKETS DRAGS TEETH ETC AND SPRAY/SOAK EQUIPMENT WITH WATER GREATER THAN (20 DEGREES F FOR AT LEAST 10 MINUTES 17 THE CONTACT INFORMATION FOR CPW STAFF IS AQUATIC BIOLOGIST KYLE BATTICE (970 472 43961 KYLE BATTIGEOSTATE CO US DISTRICT RILOLIFE MANAGER BRANDON MULLER (970 692 95301 BRANDON MULLEReSTATE CO US PROPERTY T CHNICIAN DYLAN EDWARDSON (970 420 03771 DYLANEDWAROSONOSTATE CO US 2B THE CONTACT INFORMATION FOR WELD COUNTY S ENVIRONMENTAL STAFF IS MICHAEL GLODEN HIS CONTACT INFORMATION IS (720 475 7096) 'ACHE. GLODENOATNINSGLOBAL COM P t Date 3/9/2016 F le Name WCR53GEN_GenINote01 don Harz Scale N/A Vert Scale As Noted Un t I Iarrll4IIOn Unit Leader In I Ms RID NO 18000072 Sheet Revisions Dote Comments [NI WELD COUNTY COLORADO CO 8083I Wow Ism. Ma ATKINS .103C BM SO 700 RAIL 303/1N 727S FnRAN JIM As Constructed No Revls o s WELD COUNTY ROAD 53 GENERAL NOTES Project No /Code ERGG30 067 20460 Revised 0101910/ LDL Dela ler MMC Sheet Sunset GENERAL Rod Slr ct N m6vs S meI Meets OB OF 06 EM-BR53 58A sHeeQ INumbe187B SUMMARY OF APPROXIMATE QUANTITIES INDEX COOT ROADWAY STRUCTURE SWMP TOTAL OUANTDY BOOK PAGE SHEET REM NO. REM DESCRIPTION UNIT PLAN A9 CONS] PLAN AS CONS] PLAN AS COXST PLAN AS COMET 101-00001 203-00010 202-00020 CLEARING AND GRUBBING REMOVAL OF TREE REMOVAL OF CONCRETE BOX CULVERT AC EA EA 90 83 1 90 ST I 20!-00011 202-00035 202 00037 REMOVAL OF RIPRAP REMOVAL OF PIPE REMOVAL OF END SECTION SY LF EA 535 183 3 535 III 3 201-00150 101-0OY20 101-00.00 REMOVAL OF WAI L REMOVAL OF ASPHALT LW REMOVAL OF BRIDGE EA SY EA 2 966 I 2 9 834 201-00810 101-01000 10..5 REMOVAL OF GROUND SIGN REMOVAL OF FENCE REMOVAL OF GATE EA LF EA 16 2061 6 16 2061 fi 102-01130 202-01.00 20300050 REMOVAL OF GUMORWL (TYPE 3) REMOVAL OF LITRE GUMS UNSUITABLE MATERIAL (CONTINGENCY) LF EA CY 301 1 1000 367 I 1000 20001100 10301500 20301510 PROOF ROLLING BLARING BACKHOE HR HR HR 40 40 40 40 40 40 203-01550 1010159. 20302130 DOZING CLIMBINATON LOADER LABORER HR HR HR 40 .0 40 .9 40 40 20300060 10]-01591 20600000 EMBANKMENT MATERIAL (COMPLETE IN PACE) POTHOLING STRUCTURE EXCAVATION CY HR CY 32140 31 1210 3;180 32 1.210 20600065 20600200 208-00510 STRUCTURE BACXFILL (FLOW FILL) (WELD COUNTY MIX) STRUCTURE BACKPLL(CLASS 2) FILTER MATERIAL(CLASS A) CY CY CY 449 031 623 234 449 431 651 10601500 206011e1 201-00205 COFFERDAM SHORING (AREA 1) TOPSOBREDISTRIBUTE SF LS CY 1 0048 4246 58.8 ..346 20100210 10800002 20661 00 STOCKPILE TOPSOIL EROSION LOG TYPE 1(12 INCH)(10 FOOT LONG) ROCK CHECK DATA Cy LF EA .Sfifi 20 611 4 536 510 12 1060065 20600052 20600070 CONCRETE WASHOUT STRUCTURE STORM DRAIN INLET PROTECTION(TYPE III VEHICLE TRACKING P. GA EA EA 3 10 6 3 10 6 Pr n) Date 3/9/20(9 0 Sheet Revisions WELD COUNTY coroanoo ATKINS M ona. 60 541 CO 60237 2ase3NA117211 F.303/221 1276 M Constructed WELD COUNTY ROAD 53 SUMMARY OF APPROXIMATE QUAN Project t t No /Code Fle Name WCRS3GEN_SADDI don Dote Comments In No Rev s ons MIs'., 1 s'..."L c;17[c =d1!; GRv m B06B S! i"2' t9A13144000 iA�6 ^ Hera Scale N0' Vert Seale A. Noted ERC030-061 20480 Unl lnl0 mot an Al l Lead Iml410 Revised Des 9ner LOL SOuaiae E4-805}562, HID NO 18000072 Pete ter L. 1Lnmer.I Ye d 1 Shee44<um1ei82B Sheet Subset SAO sd.”1 SN<eis 01 CIF 04 SUMMARY OF APPROXIMATE QUANTITIES INDEX CDOT ITEM DESCRIPTION UNIT ROADWAY STRUCTURE SWMP TOTAL QUANTITY BOOK PAGE SHEET ITEM NO PLAN AS CONST PLAN AS CONST PLAN AS CONST PLAN AS ROUST 206-00103 20900105 200-00106 REMOVAL AND DISPOSAL OF SEDIMENT (LABOR) REMOVAL AND DISPOSAL OF SEDIMENT(EQUIPMENT) SWEEPING (SEDIMENT REMOVAL) HR NR HR 100 100 100 100 100 100 206 00107 20600207 210 00010 REMOVAL OF TRASH EROSION CONTROL MANAGEMENT (ECM) RESET MAILBOX STRUCTURE HR DAY EA 1 100 260 100 160 1 21600015 212 00006 212 00009 RESET END SECTION SEEDING (NATIVE) SEEDING (TEMPORARY) EA AC AC 1 80 40 1 80 40 212 00032 213-00002 211-00260 SOIL CONDITIONING MULCHING (WEED FREE HAY) DECIDUOUS TREE (6 FOOT) AC AC EA 11 80 80 00 00 11 21600201 220 00001 2/600010 SOIL RETENTION BLANKET (STRAWICOCONUT)(BIODEGRADABLE CLASS I) WILDLIFE BIOLOGIST NEST REMOVAL SY HR HR 250 175 492 492 250 175 2/000020 30406000 403.33721 NETTING AGGREGATE OASE COURSE (CLASS B) HOT MIX ASPHALT (GRADING S)(100)(PG 6422) SY TON TON 1500 12 950 2500 1500 12 050 2600 40134751 42600115 42600132 HOT RIX ASPHALT (GRADING SX) (100)(PG 6428) GEOTEXELE (DRAINAGE) (SPECIAL) GEOTEXDLE (SEPARATOR) (CLASS D TON 5Y SY 1230 9 700 376 2 650 1205 1606 3855 8700 0200160 5021/102 50600212 PILE TIP STEEL PILING (HP 11X102) RIPRAP (12 INCH) EA LF CY 62 6 115 141 62 6 125 141 506-00210 506-00221 50600212 RIPRAP (19 INCH) RIPRAP WINCH) SOIL RIPRAP (12 INCH) CV CY CY 1 991 167 509 122 2493 167 122 50600/18 50700350 51,00101 SOIL RIPRAP (18 INCH) GROUTED RIPRAP SLOPE AND DITCH PAVING BEARING DEVICE (TYPE I) CY CY EA 971 6 82 58 1056 58 fi /- 513-00690 61,00120 518-01001 BRIDGE DRAIN (SPECIAL) WATERPROOF MEMBRANE BRIDGE EXPANSION DEVICE (61 INCH) EA SY LF 22 2 306 100 22 2 906 100 601 01050 60103060 601-40300 CONCRETE CLASS B (WALL) CONCRETE CLASS D(BRIDGE) STRUCTURAL CONCRETE COATING CY CY SY 267 1 596 9 280 I 267 1596 3260 Print Date .e/9/2018 Q Sheet Revisions COUNTY col oLsoo WELD ,- ,r err N„ ii ^' % Io we sv el ley CO POP. line (9A13561oao Ar,IRI MI OTC BM 6 0 ,ter0 03 0237 r loviii≥2ie75 As Constructed WELD COUNTY ROAD 53 SUMMARY OF APPROXIMATE QUINN Project No /Code FIe Name wcavcEN_seool aan o ce mment cos mt Na Rev wens ERC030 067 2w00 Hor2 Scale N/A Vert Scale As Noted Umt Informal an U 1 L ad r Intals Rev wed Des goer LOL 5V et , EM-BITS2 SBA DID NO 18000073 O O D5neet Numbers Vo d Sheaf' '''.' 3B 5 6 t SAC) 5 bs I She is 02 OF 01 ,11300530”. 53 V301 Os SUMMARY OF APPROXIMATE QUANTITIES INDEX COOT ROADWAY STRUCTURE SWAP TOTAL OUANTRY 3005 PAGE SHEET ITEM NO ITEM OESCRIP110N UNIT PLAN AS COAST PLAN ASCONST PLAN ASCONST PLAN AS COAST 602-00000 60200020 60301185 REINFORCING STEEL REINFORCING STEEL (EPDXY COATED) 18 INCA REINFORCED CONCRETE PIPE (COMPLETE -IN -PLACE) 10 LH LF 39850 32 39300 39050 343841 32 60101305 60101405 603-05018 30 INCH REINFORCED CONCRETE PIPE (COMPLETE-NPLACE) 40 INCH REINFORCED CONCRETE PIPE LCOMPLETE0N-PLACE) 18 INCH REINFORCED CONCRETE END SECTION LF LF EA 104 160 2 104 160 2 6014'030 RU3-05046 806.00302 30 INCH REINFORCER CONCRETE END SECTION 46 INCH REINFORCED CONCRETE END SECTION MIDWEST GUARDRAIL SYSTEM (MOS)TYPE 3 W-0EMA3I INCHES EA EA IS 4 3 584 4 3 584 606-01320 606-02005 60411030 TRANSDION TYPE 3G END ANCHORAGE (FLARED) BRIDGE RAIL TYPE IOM EA EA LF 4 4 I400 4 0 1486 607-01000 607 11525 60130116 FENCE BARBED WIREWITH METAL POSTS FENCE (ELASTIC) 16 FOOT GATE LF LF EA 2462 6 504 2 46 509 fi v07-00316 00140011 611-000.12 16 FOOT GATE TWIN CURB TYPE 4(SECnON M) 1 32 FOOT CATTLE GUARD EA LF EA 1 152 1 1 152 1 812-00001 612-00003 613-00200 DELINEATOR (TYPE I) DELINEATOR(TYPE III) 2 INCH ELECTRICAL CONDUIT EA EA IF 56 ICI 2998 50 10 2996 61400011 61400210 014-015]2 SIGN PANEL.(CLASS H STEEL SIGN POST (2 2582 25 SQUARE POST) SIGN SUPPORT (22562 25 SDUARECSLIPBASE) SF LF EA 110 141 f0 110 141 la 615-00150 616-00134 62000001 EMBANKMENT PROTECTOR (SPECIAL) PRESTRESSED CONCRETE I (BT84) FIELD OFFICE (CLASS 1) EA LF EA 4 1 2 091 4 2091 I 620 00020 621-00450 62100000 SANITARY FACILITY DETOUR PAVEMENT CONSTRUCTION SURVEYING EA SY LS 1 8625 1 1 8625 1 62600000 622-00005 627 30210 MOBILIZATION EPDXY PAVEMENT MARKING THERMOPLASTIC PAVEMENT MARKING (XWALKSTOP UNE) LS GAL SF 1 120 38 1 173 30 630-00012 , 20 0-20 01 0 700-70012 TRAFFIC CONTROL MANAGEMENT RA MINOR CONTRACT REVISIONS FM ASPHALT PAVEMENT DUALITYINCENTIVE Ls FA FA 1 1 I Print Dote 3/9/2019 p = 0 Sheet Revisions WELD COUNTY cotonnno �'-- 0 Fous6ele l N,26 Nola -I° t dab CO NCI PIvr�6ml ew-4000 pTV ,1 /\11��NS 0100005.6 ,e m8021) Mos 821 on T votes 2276 As Constructed WELD COUNTY ROAD 53 SUMMARY OF APPROXIMATE OUAN Project No /Code 1 F 1e Name WCR53GEN_SAOOI den Date Comments Imt Na Reins ans ERC030-06] 20480 Horz Scale N/A Vert Scale At Noted Unit Information Un I Lender 1n1015 Revised Des9ner LDL SVucWel EM DRS 3-580 RID NO 1BOOW72 Oehler LOL Numbers V5 F' 4] 18]0 SNeq 5l tuber Sheet Subset SAO Subeel Sheet, 03 OF 04 SUMMARY OF APPROXIMATE QUANTITIES INDEX COOT OEM DESCRIPTION UNIT ROADWAY STRUCTURE SWMP TOTAL OUANTRY BOON PAGE SHEET REM NO PLAN AS COAST PLAN AS COAST PLAN AS COAST PLAN A9 COAST 700.70018 700.70019 70670023 F/A FUEL COST ADJUSTMENT F/A ASPHALT CEMENT COST ADJUSTMENT F/A ON -THE JCS TRAINEE FA FA FA 1 1 1 I I I 70070010 70070315 706)0980 F/A DEWATERING F/A FENCE (TEMPORARY) F/A EROSION CONTROL FA FA FA 1 1 1 1 1 70670390 70670593 70670427 WETLAND RESTORATION AND REPLACEMENT F/A SURVEY MONUMENTATION F/A STEEL PILING LS FA FA 1 1 1 1 1 700-7.20 F/A PILE CUTOFF FA 1 P n Date 3/9/201E Q Sheet Revisions WELD COUNTY COLORADO �T2� owaX SLI IP er Nan G� Is ¢06L e ISAJ 55¢400¢ pp X11 OTC861 0 et m 211 Frmr 101,5 7776 303/22) OM As Constructed WELD COUNTY ROAD 53 SUMMARY OF APPROXIMATE QUAN Project No /Code Fee Name NICR53CEN_SA001 dgn Date Comments In t No Na Rev s ans ERC03008720480 Hartz Scale N/A Vert Scale As Noted - Unt Informs Tan Unit Leader 1754a HO sed Des goer COL 5U etwel EM BR53 50A 3ID NO 18000072 1 Q Weer COL lesT.rs V0 d pa 475 7828 SM1 eePPNum er Sheet S 'sae SAO S Islet S5 ete 04 OF 04 (FOR INFORMATION ONLY) B AT mpa ,30003]646 OUR ]] cob limp,. - ,al \Y[6] SUMMARY OF EARTHWORK QUANTITIES EMBANKMENT COP (PAY ITEM) OIDIC YARDS AS ST CYNIC rnwlalEMT NET (TOTAL vtLheei COBIENSENCI (DIRECTED BY THE Eetieue, TOT. VOLUME 31 Sa9 631 32188 TOTAL EMAINUMMT 32 1118 MOIL i Basalt a1 Cuts and Fl11s computed as 5N of the sum of Embankment Material Net and Unclassified Excavation (C I P ) 2 Material disposal off site to be Included In the cost of Embankment Material (C I P ) 3 Roadway quantities balance does not reflect the earthwork required in construction obese The project may require additional embankment or vation per phase The cost of additional embankment excavation hauling and handling will not be paid for separately but shall be included in the original plan quantities (FOR INFORMATION ONLY PHASE 3 CONSTRUCTION CUBIC TIMM AS MIST CYNIC YARDS FARTMERX FRC. DETOUR PAVEMENT re FINAL SLTFPAri EXCAVATION UNDER DETOUR PAVEMENT TO FINK SURFACE 5 571 FINAL tUefuf FanruenN AMMO ofmm PAVFNFID, ENBMgIENT FOR CONSTRUCTION SET0t0 TNT DETOUR PAVFMFN 7 391 PHASE 3 EARTHWORK SUMMARY ALL OF THE EARTHNONN UNDER THE DETOUR PAVEMENT CAN BE REUSED AS A PMT OF THE PHASE 3 EMBANKMENT CONSTRUCTION NO MDITONAL EMBANKMENT VOLUME IS REQUIRED FOR THE DETOUR PAVEMENT ROADWAY QUANTITIES BALANCE (FOR INFORMATION ONLY COMPACTION RUA A GAL AS CONST NEL 1262 CUBIC YARDS Ai CODS, CURIO YAWS MIOISI®d ENBAvm1ENT ARTERIAL NET DAMS OF CUTS AMD FILLS TOOL 31 549 I 735 33 270 EXCAVATION quaMAX keYAWS AS CUBIC IcartxtttFva FTEAVATION ICI PI ROANAY FROM SURFACE COMPARISONS KR 53 Gomel d Su face (6e to f B Idg ) 1 990 NCR 55 Cumin d Su tIx th of B 100:) 1 854 TOTAL VOLUME 3 102 PLAN AS CCMST EMBANKMENT NET CUBIC YAWS CUBIC YARDS feNNrewrNT MATfA1K m N d RWKIMAY FROM SURFACE COMPARISONS ktA 53 CaMI tl S 1 c (50 th of 8 Id0 ) 16 Alg LER 53 cashless TIN c th of a Id.) 21 330 SURFACE VOLK% PAID FOR AS 00ER ITEMS 6 220 TOTAL VOLUME M MR S{WFALE WO IMF PAID ECK AN DINER ITR§ STOCKPIPSOIL NOVALLOFraAVNALT Mr 4565 1912 STRUCTURE EXCAVATION AIMEWTE BASE COURSE 1270 (CLASS 6) MOT MIX ASPHALT STRUCTURE 'MCNEILt Ease 1658 DOUBLE 12 lt CDC N VOLUME TOPSOIL REDISTRIBUTE 4103 TOT. VOLUME PAID FOR AS WIRER ITEMS 6 220 (FOR INFORMATION ONLY) EMBANKMENT WITH COMPACTION e PA ntm MAX aaWs Ic YAM AS CURIO YAMS AWi FACTOR 11 151 ENBAYNMENTNET s1 15 S 10 BRTERIAL IMPORTED FROM OFFSITE MATERIAL IMPORTED FRO, CONTRACTOR PROVIDED LOCATION 66 066 Pont Dote 3/9/2018 Re Name WCRS30EN_TnbEartbwork Han Mora Scale N/A Vert Soole As Noted Un t Informal on Un t Leader treats Sheet Revisions Date Comments Ire BID NO 1®Om72 WELD COUNTY COLORADO fPvt. mate *Ieml e FMso ATKINS Dam CB ®X51 Par 30.1/22I bann g, a276 fee As Constructed No Rewsens WELD COUNTY ROAD 53 SUMMARY OF EARTHWORK Project No /Code ERC030-067 20180 Rev sed Deagner LDL Decoder LOL Sheet Subset EW Yost. Suucivel _ i inVeiS Subset Duets 01 OF DI EN -8R53 SBA Sh%ViiIIr erg l „ w.,ma (FOR INFORMATION ONLY) TABULATION OF REMOVALS AND RESETS 201-00001 202-00010 202-00620 20240027 202-02035 202-00037 20240150 202-00226 202-01000 20241035 202-01130 20201400 210-00010 210-00015 Location Grubbs and Grubbing Removal of Tree (Greater than 24 OBN) Removal e/ Concrete Boa CuheR Removal of RM., Removal of Pipe Removal o/ End Section Removal of Wall Removal o/ Asphalt Mat Removal o/ Fence Removal of Gate Removal of Guard.. MP. 3) Removal o/ Cattle Guard Rests Mailbox Structure Reset End Section AC EA EA SY LF EA EA 8Y LF EA LF EA EA EA WCR53 bra 106 0010117000 2.23 4 122 1 2644 619 5 1 1 Sla 117 00 to131+00 3.58 57 1 535 2 2459 920 1 367 Su 131 00 to 145+00 238 20 3 133 307 1 WCR 366 5ta 250+00 to 255+45 080 2 61 2 1,588 215 Contingency (Directed by the Engineer) PROJECT TOTALS 900 e3 1 535 183 3 2 9,834 2061 6 387 I 1 1 =DIES 1) REMOVAL OF SEDIMENT FROM EXISTING PIPES SHA L BE INCLUDED AS PART OF THE CLEARING AND GRUBBING PAY ITEM 2) REMOVAL OF DELINEATORS SHALL BE INCLUDED AS PART OF THE CLEARING AND GRUBBING PAY ITEM 31 REMOVAL OF GRAVEL FROM ACCESS ROADS SHALL BE INCLUDED AS PART OF THE CLEARING AND GRUBBING PAY ITEM 4) TREES SMALLER THAN 24 DB8 SHALL BE INCLUDED AS PART OF THE CLEARING AND GRUBBING PAY REM TABULATION OF SURFACING, GUARDRAIL AND MISC STRUCTURES 304-06000 40343721 403-34751 606403302 60641370 601032005 60741000 60740116 60740316 609-40011 611-00032 81140450 Course (Cla 6) Hot M le Asphalt (G 04000S)) 366) Not Mla Asphalt (GroAI g SO "0Y Midwest Guardrail 115)P 3 WI ]1 inches Type 3Gn End(Fnlannl oe FW110Metal Posy 16 Foot Gate 16 Foot Gate TWO (0„� 0MI J2 at tue Detour Pavement TON TON TON LF EA EA LF EA EA LF EA SY Plan ASConsL Man As-Cmst. Plan ASConsl Plan As-ConsL Plan As-Consl Plan As-Const. Men ASCansi. Plan ASLmsL Plan As-Cmst Plan ASLonst. Plan 0.sCon. Men ACCmst. WCR 53 Sla 106+0010 117+00 3 669 744 317 655 3 1 1 3 048 Sla 117 00 to 131+00 2,613 553 219 564 4 4 1,157 3 152 Ste 131 00 to 145 00 4 094 874 335 342 3 553 WCR 386 SA 250+00 to 255+45 1071 254 236 313 1,661 Contingency (Directed by 1304 305 123 413 to Engineer) PROJECT TOTALS 12 950 2,800 1,230 554 4 4 2,467 6 1 152 1 8675 GK2IE5. I) SEE TYPICAL SECTIONS FOR HOT MIX ASPHALT AND CONCRETE PAVEMENT DETAILS 2) CALCULATION FOR HOT MIX ASPHALT QUANTITIES ASSUMES 149 LBS/CF 3) CALCULATION FOR AGGREGATE BASE COURSE QUANTITIES ASSUMES 135 LBS/CF 4) PLACE 01 GALLONS PER SQUARE YARD OF TACK COAT BETWEEN HOT MIX ASPHALT LIFTS TACK COAT SHALL BE INCLUDED IN THE COST OF HOT MIX ASPHALT PAY ITEM Print Date ]/9/2016 Q Sheet Revisions WELD COUNTY COLORADO ATKIMS 10%OM 6ACC Ba4. Rn100268023 211675 !.,303/7217274 As Constructed WELD COUNTY ROAD 53 TABULATIONS Project No /Code Fle Nome WCft5]CEN_Tab0l dqn Dote Comments Imt ERC030 067-20480 No Rems ans ,- l Mon.. n .atStreet Pet wenn entry 4060631 Her 0]01337.4000 (t 1°H Hoii Scale N/A Vert Scale As Noted Revised Des floe! LDL StruclveI EN-BR53-58A Una Informal on All Leader 101 cis 31D NO 16000072 Q Deader LDL Numbers V° el Pa 07/01618 Shee "nrnber Sheet 5 bsel TABS Subset Sleets OI OF 03 (FOR INFORMATION ONLY) 1 TABULATION OF DRAINAGE 601-01050 602-00000 60101165 603-01305 603-01485 605-05018 603-05030 603-05018 61500150 Locator.B CLASS (WALL) REINFORCING STEEL 18 INCH REINFORCED CONCRETE PIPE IC PI MI INCH REINFORCED CONCRETE PIPE (C P) 48INCH REINFORCED CONCRETE PIPE (C P) 18INCH REINFORCED CONCRETE END SECTION 30 INCH REINFORCED CONCRETE END SECTION 48 INCH REINFORCED CONCRETE END SECTION EMBANKMENT PROTECTOR (SPECIAL) CV LB LF LF LF EA EA EA IF Plan AsLOnst Plan APConst Plan As -Cons( Plan AS -Cons( Plan As -Con. Plan As -Cons( Plan As Con. Plan ASCanst Plan As-Const WCR 53 Su. 106+00 La 117+00 32 88 66 2 4 I S16.117+0010 131+00 243 36 227 4 510 131+0010145+00 16 WCR 586 Sta 250+00 to 255+45 72 2 Contingency (DEeded by 24 3623 Co Engineer) PROJECT TOTALS 257 39650 32 104 160 2 4 3 4 MOLES. 1) PLASTIC PIPE BENDS AND FITTINGS SHALL BE INCLUDED AS PART OF THE PIPE PAY ITEMS TABULATION OF FINAL PAVEMENT MARKINGS 627-04005 627 30210 LOCATION Epoxy Pavement Marking (Gal) Thermoplastic Pavement TABULATION OF DELINEATORS 4 Oo1 Y low W 4 bee LJn 17e )4 ITengaay)4 14 Y+Xe SU IIP STA STSTA.0.F1 (�) Oauda Yellow Una (LF) Whoa lme 5F) Lmw (sP) ITEM NO ITEM NAME UNIT TOTAL PRTOTALT WOO 53 100 00 to III 00 1211 2554 tin 2555 612 DELINEATOR ITPPE I EA 56 56 117 00 131 00 to to 131+00 4.00 1400 14. 2500 2963 813 1518 &4 612 DELINEATOR (TYPE 110 EA 10 10 WEN NM 25 0+00 0 W 17 51 651 30 PROJEDT TOTALS RFI 4941 10070 4526 61 06 tl0 PROJECT TOTALS 1501 3294 PROJECT TOTAL IGALL 368 3357 395 3017 355 5457 642 36 1) DELINEATORS SHALL SE CONSTRUCTED BY WELD COUNTYSTANOAROS (SEE GENERAL NOTES 29630) HMI. 1) ES SE/GAL USED FOR EPDXY PAINT 2) FOR DETAILS OF PAVEMENT MARKING LINES AND LINE PAVEMENT SEE STANDARD 66271 3) THE CONTRACTOR SMALL COMPLETE AN INVENTORY OF EXISTING STRIPING UYOUT PRIOR TO START OF PAVING ACTIVITIES4) THE CONTRACTOR SHALL MATCH EXISTING STIPING LAYOUT UNLESS DIRECTED OTHERWISE BY THE ENGINEER Pr nt Oslo 3/9/2018 Q Sheet RevIslons WELD COUNTY COLORADO ATKINS Re o M0 re m ]]J ptoa ntl WW F •303/2612]6 As Constructed WELD COUNTY ROAD 53 TABULATIONS Project No 1 F le Nome WCR53GEN_To501 don Date Comments Intl Na Rev s ans 2Code ERCG 10 067-20480 �n. X oar...ISeets Nes �4 b01 -N i Ta NT cO I0T 77.1 P dAl ]584000 ny eA 7 HOrx 5<ale N/A Vert Scale As Noted Unt Information Unt Leader In tale Rev sec( 0<s 9ner LOL Str cal_ _ _ EM BR53-5HA 3ID NO 18000012 Q LOU N mdere r Vod pa d] 01828 '41"N m� r Sheet Sheet S 6set TABS Subset Sheets 02 OF 03 ...1 an. ,10005.1599 VC4 53 Ifti 0 qn 0 wq 0 (FOR INFORMATION ONLY) TABULATION OF SIGNING REMOVAL 614-00011 614-00316 614-01571 SIGN NO SIGN LOGE LOCATION SIGN PANEL SIZE COLOR LEGEND OF GROUND SIGN SIGN PANEL (CLASS I) STEEL SIGN POST 8.2532.25 SQUARE POST) SIGN SUPPORT (3.2512.25 SQUARE) (SLIPBASE) REMARKS STREET ETA. DIRECTION POSITION Pr • H EACH SF LF EACH 0 R21 (55) WCR53 106+50 NORTH RIGHT 24 3 30 WHITE SPEED UNIT (55) 500 10 10 la WI -HR WCR53 106+50 SOUTH LEFT 18 • 24 YELLOW CHEVRON ALIGNMENT (RIGHT) 300 lb WI -IL WCR53 106+50 NORTH LEFT 10 • 24 YELLOW CHEVRON ALIGNMENT (LEFT) 1 300 7D 10 I 2 W1 2L WCR 53 106+90 SOUTH LEFT 30 • 30 YELLOW CURVE (LEFT) 1 525 8.9 I0 3a 8522r WCR53 111,40 SOUTH LEFT 30 • 30 YELLOW INTERSECTION(RIGHT) 6.25 3b W16.8 WCR 53 111+60 SOUTH LEFT 24 • 8 YELLOW ADVANCE STREET NAME (RD 58) I 133 09 10 4 SPECIAL WCR53 119+20 NORTH RIGHT B 3 12 GREEN OBJECT MARKER (BRIDGE MARKER 5358 A) 1 050 20 ATTACH TO BRIDGE RAIL 5 SPECIAL WCR53 125+20 SOUTH LEFT 6 • 12 GREEN OBJECT MARKER (BRIDGE MARKER 5358 A) 1 050 20 ATTACH TO BRIDGE RAIL 6a WI 2L WCR53 127 25 NORTH RIGHT 30 • 30 YELLOW CURVE (LEFT) fib WI 21 WCR 53 131+80 NORTH RIGHT 30 3 30 YELLOW CURVE (LEFT) 525 59 10 7a W2 27 WCR 53 128+70 NORTH RIGHT 30 • 30 YELLOW INTERSECTION (RIGHT) 625 7b W1F8 WCR 53 128+70 NORTH RIGHT 24 • 8 YELLOW ADVANCE STREET NAME (RD 386) I 133 82 10 8 SPECIAL WCR 53 12940 NORTH RIGHT 6 • 12 GREEN OBJECT MARKER (BRIDGE MARKER 53588) 1 050 40 I0 9a WI BR WCR53 130+95 SOUTH RIGHT 18 • 24 YELLOW CHEVRON ALIGNMENT (RIGHT) Bb WI -BL WCR 53 130 95 NORTH RIGHT 18 • 24 YELLOW CHEVRON ALIGNMENT (LEFT) I 10 R2 -1(S5) WCR 53 132+00 NORTH RIGHT 24 z 30 WHITE SPEED UNIT (55) 500 70 10 11a Wl BR WCR53 132 70 SOUTH RIGHT 18 • 24 YELLOW CHEVRON ALIGNMENT (RIGHT) 300 10 116 WI 61 WCR53 132+70 NORTH RIGHT 18 • 24 YELLOW CHEVRON ALIGNMENT (LEFT) I 300 TO 12a WI BR WCR53 134+10 SOUTH RIGHT 18 • 24 YELLOW CHEVRON ALIGNMENT (RIGHT) 300 lab WI -BL WCR53 134+10 NORTH RIGHT 18 • 24 YELLOW CHEVRON ALIGNMENT (LEFT) 300 70 10 130 WI -HR WCR53 137+10 SOUTH RIGHT IS • 24 YELLOW CHEVRON ALIGNMENT (RIGHT) 300 13b WI -BL WEB 53 137+10 NORTH RIGHT 16 z 24 YELLOW CHEVRON ALIGNMENT (LEFT) 1 300 JO 10 14a 85221 WCR 53 140+30 SOUTH LEFT 30 • 30 YELLOW INTERSECTION (LEFT) I 625 82 10 14b WIFE WCR 53 140+30 SOUTH LEFT 24 • e YELLOW ADVANCE STREET NAME(RO 388) 133 15 53.1 WCR53 142134 NORTH RIGHT 30 z 30 YELLOW GREEN SCHOOL BUS STOP AHEAD (GRAPHIC) PROTECT IN PLACE 16a RI I WCR388 250+50 WEST LEFT 30 • 30 RED STOP 625 166 0-3 WCR 388 350+50 WEST LEFT 24 z 8 GREEN STREET SIGN (RD St) 1 133 82 10 16c 03 WCR 355 250+50 NORTH/ ITN LEFT 24 • 5 GREEN STREET SIGN (RD 388) 133 17 WI 21 WCR388 251+50 EAST RIGHT 30 • 30 YELLOW CURVE (RIGHT) 1 625 89 10 IS R2-1 (45) WCR 388 253+00 EAST RIGHT 24 • 30 WHITE SPEED UMIT (45) 1 500 70 10 19 W3-Ia WCR388 254+00 WEST LEFT 30 • 30 YELLOW STOP AHEAD (GRAPHIC) 1 6.25 89 10 20a WI AR NCR 380 253+00 EAST LEFT 15 • 24 YELLOW CHEVRON ALIGNMENT (RIGHT) 300 70 10 20b WI BL WCR 388 253+00 WEST LEFT 15 • 24 YELLOW CHEVRON ALIGNMENT (LEFT) 3.00 21a WI -BR WCR 388 254+30 EAST LEFT 18 • 24 YELLOW CHEVRON ALIGNMENT (RIGHT) 3.00 21b WI 01 WCR380 254+30 WEST LEFT 18 • 24 YELLOW CHEVRON AUGNMENT (LEFT) 3.00 70 10 PROJECT TOTALS 16 109 )7 1401 IB 0 NOTES. I) REMOVAL OF DELINEATORS INCLUDED AS PART OF THE CLEARING AND GRUBBING PAY REM I) EQUIPMENT TO MOUNT OBJECT MARKERS TO BRIDGE RAIL SHALL BE INCLUDED AS A PART OF THE POST COST Print Dote 3/9/2018 Q Sheet Revisions WELD COUNTY coconnno u� I Isnt f Ne *cm MIN Sb et JI-'=oL 60 G1e061t "' Lr.rrj. GA1116-1000 5-� ATKIN5 RC DM BM yl eve COH37J75 1, MI6 As Constructed WELD COUNTY ROAD 53 TABULATIONS Project No /Code He Name WCR53GEN_T 0501 elfin Dale Comments bat No Remo s ERCD30 067 20400 Hon4 Scale N/A Vert Scale As Mated Unt Informal on Unt Lender In Ms Rt seG De 9 LDL Slr eve EM DRS] SBA BID NO 18700072 O OetcOer LOL N tbers I V8d 5411d7TV.82B y ]p f303/1]1 Shoot S beet TADS Sleet Aeels D] OF 03 Colorado Department of Transportation Region 4 10601 W. 10th St. Greeley, CO 80634 Phone: 970-350-2161 Right of Woy 0 jE=1011:amER OLIARTEF N4 SIXTE_VTN SECTION CORNERS • 0 A JJN SFT F 1SFVFNT Y MIIMENT O de • • 1 TFRNCRMY EASEMENT x7117 0 PP CLARTER NC) SU(TIEN eus MACBE4 PRONCrY TIN MCA* MARKER - SEC ION CORNERS f tOPO 40NTI t0 • O we USGS MATE SS *JAPER BEM)- NAb. _SGS IAARNEA 7IGHr'5 WAY VMiKER Sheet Revisions Cot. 0escrpt*on Inners Sheet Revisions out. O.KreGan Inters FED F SEPAL. Va+.AEHT la • LCC.4 VOLAIEN- SEC01AAR" co7Y-RQ 0 NOM a a N 9.50 E 3.51 Et. 0.00 PROACT rontRn. VOWNEVr tIONAter 0 Row PoGFT OE WA" uApwEr *N 10.13 ON 10.38 E 3.51 E 3.8) EL 0.00 EL 0.00 CEAseicsiCr, -cm AccJotcY R_FERENCE CONTROL VnNUVENT NE-NORK cap TROL MONu11ENr ict Pr\ A nn cortege - Typical Control Morament Cap Not to Scale Note: or a complete listing of symbololgy used within this set o' plans, please refer to the M-100-1 Standard Symbols of :he Colorado Department of Transportation M&S Stardards Publication. Existing features are shown as screened weight (gray scale). Proposed or rew features are snown as full weight without screening. General Notes: 1. Date of Field Survey. February and March 2017 WELD COUNTY PROJECT & LAND SURVEY CONTROL DIAGRAM Weld County Road 53 (Formerly State Highway 37) Sections 8 and 9, Township 5 North, Range 64 West of the 6th Principal Meridian 2. This Project & _and Survey Control Jiagram is not a boundary survey of the acjoining property, and is prepared for Weld County and the Colorado Department of "ransportation purposes only. No determination has been made tc determine if the'ound monuments as showr are in their proper position or if :hey are at the corners they are interded to monument. 3. Title aoicy title cornmilment, and title •esearch are not part or this survey. therefore easementsrights. and restrictions of record were tot researched and are not snown cn this aiagram. The verification of the physical evidence with relation to easements. rights of ways. property ooundaries and restrictions, as described in the instruments of record were not included in this control survey. 4. This plan set is subject to change and may not be the most current set. It is the user's responsibility :o verify with Weld County ano CDOT that this set is the most current. The information contained or the attached drawing is not valid unless this copy bears an original signature of :he Professional Land Surveyor hereon names. 5. Refer to the M-629-1 Survey Monuments of the Standara Piers tound in The Colorado Department of Trarsportation M & S Stancards 'or typical survey monument descriptions. NOTICE: According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you first discover such rnt may any action based upon any defect in this survey be commence• more than ten years from the date of the certification shown hereon. '7 P44 RJR WCR 60 1/2 8 \ � WCR 58 18 T5N.R64W_ 17 t b tL \t. TO GREELEY US -34 4 WCR 60 O,9385 co 4F 16 1� 10 4777- dap TOW O= KEFtSEY PROJECT LOCATION MAP 1500 3000' SCALE: 1"-3000' FILING CERTIFICATION: DEPOSITED THIS _ DAY OF 20 AT M. IN BOOK _ OF TWE COUNTY LAND SURVFVSiRIGHT OF WAY SURVEYS AT PAGE RECEPTION NUMBER SIGNED DEPT. 6000 N Pt rl LLUND I ne6 W. Brywc Me,a Site I W Lanni C.tsda 0044• CR58A Bridge over S. Platte PJ.aw.44t Ir. 323 112.4024 Project & Land Survey Control Diagram Title Sheet Project Number: ER CO30-067 Project Locottore PRLA WCR53 oAcI Code: last tbd. Dole 201)0 7/18/2017 SHEET NO. INDEX OF SHEETS 4.01 4.02-4.03 4.04-4.06 (1) (2) (3) Steel 4.01 to 4.06 st■ee No. Title Sheet Monument Coordinate Tables Plan Sheets 4.01 (6) Total Sheets Basis of Bearings: Bearings used in the calculations of coordinates are based on the line connecting the Section Corner common to Sections 8 9. 16, 17. township 5 North Range 64 West of the 6th Principal Meridian (being a found 2 112" aluminum cap set in a range box. stamped as shown herein on sheet 4.05), and the Quarter Corner common to Sections 8 & 17. Township 5 North, Range 64 West of the 6th Principal Meridian (being a found 3 1/4" aluminum cap set in a range box stamped as shown herein on sheet 4.05) having a grid bearing of S88.56'00"W and a distance of 2,650.88'. The survey data was obtained from a Global Positioning System (GPS) survey based on the Colorado High Accuracy Reference Network (CHARN) 2011 adjustment. Basis of Elevations: Project elevations are based on NGS Bench Mark F 414, (PID: LL1150). a standard stainless steel rod set in a monument box. having a published NAVD 88 elevation of 4611.18 ft. F 414 is a First order Class II benchmark. An on -site GPS derived elevation of 4605.58 feet was established at LPI CP 1. Differential levels were then performed through all set Control Point Monumentsholding said LPI CP 1 as the local site benchmark. COORDINATE DATUM: Project coordinates are modified Colorado State Plane North Zone 0501 NAD '83 (201 1) coordinates. The combined elevaUon,scale factor used to modify the coordinates from state plane to project coordinates is 1.0002553720. The resulting modified coordinates are truncated by 1.000,000 sft in the Northing and 3.000 000 sft in the Easting after convening from state plane coordinates to modified coordinates. The CHARN is based on the NAD '83 (2011) datum. GEOID 12B as published by the National Geodetic Survey (NGS) was utilized for this survey. Project Coordinates Northing US Survey Feet = (State Plane Coordinate Northing • 1.0002553720 - 1,000,000) Project Coordinates Easting US Survey Feet = (State Plane Coordinate Easting • 1.0002553720 - 3 000.000). The horizontal positional accuracy tolerance for this project control diagram meets the CDOT Class "B" primary control point accuracy tolerance as defined in the CDOT survey manual chapter 5. paragraph 5.5.2 and 5.5.3. The vertical accuracy tolerance for this land survey control diagram meets the minimum vertical accuracy tolerance as defined in the CDOT survey manual chapter 5 paragraph 5.8.6. The CDOT survey manual can be viewed at https://www.codoLgov/businessimanuals/survey SURVEYOR STATEMENT (PROJECT :AND SURVEY CONTROL. DIAGRAM) I Jeremy 5. segues. a professional land surveyor ice,see in the State or Colorado do hereby state ID tMd County ink Proiect and Land Survey Coe Dawam was prepared and the bed survey i represents was performed unoei my responsible Marge and based upon my knowledge. rnformalal and betel is in axardance *Rh appkase standards or practice dented by Colorado Department of Trarsponatfon ouulcatkrm. -his stateme'It h nd a guaranty r warranty either eraressec ar ironed. PLS Na 38447 Page 480 of 828 Colorado Department of Transportation Sheet Revisions Sheet Revisions ... firL . T - r Project & Land Survey Control Diagram Date Dex.4Go" htbts' Monument Coordinate Tables Dote I Descryloa tnibo4 LUND CD0T 10601 W. 10th St. CO , IfGreeley, CO 80634 Phone: 970-350-2161 Region 4 Right of Woy UN Project Number: ER CO30-057 "i' �rLalusvu,1 c w t, son w3o3.ves. ias1 n 3.33.m.4ow Project Location: PRLA WCR53 CR58A fridge over S. Platte ' .'' Project Code: Lost Mod. Dote Subset Slot Ns. - 20400 7/18/2017 4.0) to 4,06 4.02 PROJECT CONTROL ® GEODETIC COORDINATE SUMMARY TABLE OF FOUND NATIONAL GEODETIC SURVEY (NGS) CONTROL POINTS - (HELD FIXED U.S. FEET) Point No. Geodetic Coordinates NAD-83 (2011) Elip Height (ft) Ortho Height Mapping NAD 83(2011) Colorado North Zone 501 Constraint . Latitude(N) Longitude(W) (NAVD88)(ft) Angle SP Northing (ft) SP EasUng(ft) (H =Horizontal, V=Vertical) Description 'AMC2 38°48'1122697" 104°31'28.49648" 62739 00°36'54.T 1354683.63 3277967.52 H Continuously Operating Reference Station (RID A17401) °P041 39°56'58.15018" 105°11'39.31657" 5674.9 00°11'512" 1224593.78 3085718.95 H Continuously Operating Reference Station (Pt° DG7429) °P044 40°10'18.42482" 10313'20.90040" 4632.4 01°28'17.7" 1313596.97 363638035 H Continuously Operating Reference _ Station (PIO DH4516) 'TMGO 40°0751.34543" 105°13'57.71653" 5491.6 -- - 00'10'21.8" 1290653.94 3074741.44 H Continuously Operating Reference Station (PIO AF9516) 'B 414 40°23'37.99455" 104°39'35.66848" 4570.18 4630.55 00°32'34.1" 1387441.99 3233991.94 H,V Found a stainless steel rod in monument box (PID LL1146) °F 414 40°23'30.51982" 104°33'34.34273" 4550.14 4611.18 00°36'27.6" 1386966.31 3261954.68 H.V Found a stainless steel rod in monument box (PIO LL1150) 'INDICATES CONTROL MONUMENT NOT SHOWN ON PLAN SHEETS HEREIN. . GEODETIC COORDINATE SUMMARY TABLE OF SET PROJECT CONTROL POINTS - (U.S. FEET) Point No. Geodetic Coordinates NAD-83 (2011) Elip Height Ortho Height Mapping NAD 83(2011) Colorado North Zone 501 Latitude(N) Longitude(W) (NAVD88)(ft) (NAVD88)(ft) Angle SP Northing(ft) ` SP Easting(ft) Description LPI CP 1 40°24'26.86817" 104°33'51.77054" 4544.64 4605.58 0°36'16.3" 1392653.82 3260546.14 Set 2" diameter aluminum cap on No.5 rebar - Stamped "L.P.I. SURVEY CONTROL POINT 1" _ LPI CP 2 40'24'37.85517 104°33'49.51579" 4532.52 4593.44 0°36'17.8" 1393767.41 3260708.81 Set 2" diameter aluminum cap on No.5 rebar -Stamped "L.P.I. SURVEY CONTROL POINT 2" LPI CP 3 40°24'45.46664" 10413'47.94483" 4530.35 4591.26 0°36'18.8" 1394538.89 3260822.19 Set 2" diameter aluminum cap on No.5 rebar-Stamped "L.P.I. SURVEY CONTROL POINT 3" LPI CP 4 40°24'54.90340" 104°33'46.36101" 4531.93 4592.83 0°36'19.8" 1395495.07 326093459 Set 2' diameter aluminum cap on No.5 rebar - Stamped "L.P.I. SURVEY CONTROL POINT 4" LPI CP 5 40°25'04.97941" 104°33'50.88151" 4532.48 4593.36 0°36'16.9" 1396510.95 326057421 Set 2" diameter aluminum cap on No.5 rebar - Stamped "L.P I. SURVEY CONTROL POINT 5" ® PROJECT COORDINATE SUMMARY TABLE - (PROJECT SPECIFIC COORDINATES U.S. FEET) Point No. Project Coordinates Elev(ft) A Northing (ft) Easting(ft) (NAVD88) Description 'B 414 387796.31 234817.81 4630.55 Found a stainless steel rod in monument box (RID LL1146) 'F 414 387320.50 262787.69 4611.18 Found a stainless steel rod in monument box (RID LL1150) LPI CP 1 393009.46 261378.79 4605.58 Set 2' diameter aluminum cap on 18" long No.5 rebar - Stamped "L.P.I. SURVEY CONTROL POINT 1" LPI CP 2 394123.34 261541.50 4593.44 Set2" diameter aluminum cap on 18" long No.5 rebar - Stamped "L.P.I. SURVEY CONTROL POINT 2" LPI CP 3 394895.02 261654.91 459126 Set 2" diameter aluminum cap on 18" long No.5 rebar - Stamped "L.P.I. SURVEY CONTROL POINT 3" LPI CP 4 395851.44 261767.35 4592.83 Set 2" diameter aluminum cap on 18" long No.5 rebar - Stamped "L.P.I. SURVEY CONTROL POINT 4" LPI CP 5 396867.58 261406.87 4593.36 Set 2" diameter aluminum cap on 18" long No.5 rebar - Stamped "L.P.I. SURVEY CONTROL POINT 5" 'INDICATES CONTROL MONUMENT NOT SHOWN ON P. AN SHEETS HEREIN 3ID NO 18000072 Page 481 of 828 Colorado Department of Transportation Sheet Revisions Sheet Revisions Project & Land Survey Control Diagram Doi. Daxretan Inlets Dots Descries -cm Int'a4 '' t.� COOT ,, 10601 W. 10th St. CO Greeley, CO 80634 Phone• 970-350-2161 �.. LUND N D Monument Coordinate Tables ll 1 i r Project Plumber: ER CO30-067 + tmsw antic..,„ s,. x r ' cji .s.., w ci,.a, rut, Project L ocotipn: PRIA WCR53 CRS8A Bridge over S. Platte ' Region 4 Right of Woy 1JN 0.]019M.trst f.lUlss4iOsr coos: test kW. Date owct S'M'nt Shoot ft. L — 204d0 Ma/i017 4.011s 4.06 4.O, BOUNDARY EVIDENCE • FOUND ALIQUOT MONUMENT COORDINATE TABLE (PROJECT COORDINATES - U.S. SURVEY FEET) / \ Point No. Northing(ft) Eesting(f) Description 200 397919.59 261247.51 SECTION CORNER - SECTIONS 4, 5, 88 9. T5N, R64W, 6TH P.M. -FOUND 3 174" DIAMETER ALUMINUM CAP 0.6' DOWN IN RANGE BOX- STAMPED AS SHOWN ON SHEET 4.05 HEREIN 201 39267782 261353.81 SECTION CORNER - SECTIONS 8.9. 16 6 17. T5N. R64W. 6TH P.M. - FOUND 2 1/2" DIAMETER ALUMINUM CAP 0.6' DOWN IN RANGE BOX - STAMPED AS SHOWN ON SHEET 4.05 HEREIN A202 395302.61 261696.90 QUARTER SECTION CORNER (WITNESS CORNER) - SECTIONS 889, T5N. R64W, 6TH P.M - FOUND 31/4" DIAMETER ALUMINUM CAP 0.4' DOWNN DIRT - STAMPED AS SHOWN ON SHEET 4.05 HEREIN202 CALC 395298.58 261300.52 QUARTER SECTION CORNER - SECTIONS 8 8 9. T5N. R64W, 6TH P.M. - CALCULATED POSITION BASED ON WITNESS CORNER (PT. 202) O 203 397939.01 262566.63 SIXTEENTH SECTION CORNER - SECTIONS 4 8 9, T5N, R64W, 6TH P.M. - FOUND 2 1/T DIAMETER ALUMINUM CAP 0.9' DOWN N GRAVEL ROAD - STAMPED AS SHOWN ON SHEET 4.05 HEREIN wC 204 397958.50 263885.86 QUARTER SECTION CORNER - SECTIONS 4 8 9.151. R64W, 6TH P.M. - FOUND 2 1/2" DIAMETER ALUMINUM CAP 0.9' DOWN IN GRAVEL ROAD - STAMPED AS SHOWN ON SHEET 4.05 HEREIN 205 392628.48 258703.39 QUARTER SECTION CORNER - SECTIONS 8 8 17, T514, R64W, 6TH PM. - FOUND 3 1/4" DIAMETER ALUMINUM CAP OS DOWN IN RANGE BOX - STAMPED AS SHOWN ON SHEET 4.05 HEREIN 206 39535226 26657125 QUAR TER SECTION CORNER -SECTIONS 98 10. T5N, R&4W, 6TH P.M. - FOUND 2 1/2" DIAMETER ALUMINUM CAP FLUSH WITH DIRT -STAMPED AS SHOWN ON SHEET 4.05 HEREIN 207 392710.56 263916.59 QUARTER SECTION CORNER (WITNESS CORNER) - SECTIONS 98 16,15N, R64W, 6TH P.M. - FOUND 21/2" DIAMETER ALUMINUM CAP DOWN 0.6' IN DIRT - STAMPED AS SHOWN ON SHEET 4.05 HEREIN 207 CALC 392711.45 263986.58 QUARTER SECTION CORNER -SECTIONS 98 16.15N, R64W, 6TH P.M. -CALCULATED POSITION BASED ON WITNESS CORNER (PT. 207) • FOUND R.O.W. ROW MONUMENT COORDINATE TABLE (PROJECT COORDINATES - U.S. SURVEY FEED Point No. Northing(ft) . Easting(ft) Description 300 395189.13 261656.87 FOUND 31/8- DIAMETER BRASS CAP SET N A 6' DIAMETER CONCRETE POST 1' BELOW SURFACE - STAMPED "COLO DEPT OF HIGHWAYS ROW MARKER' 308 396808 71 281373.33 FOUND 3 1/8' DIAMETER BRASS CAP SET N A 6" DIAMETER CONCRETE POST 0.3' ABOVE SURFACE -STAMPED "COLO DEPT OF HIGHWAYS ROW MARKER" 309 396350.03 261545.56 FOUND 31/8" DIAMETER BRASS CAP SET IN A 6" DIAMETER CONCRETE POST 0.9' ABOVE SURFACE - STAMPED "COW DEPT OF HIGHWAYS ROW MARKER" 312 396389.33 261658.97 FOUND A BROKEN 6" DIAMETER CONCRETE MONUMENT BASE 1.5' BELOW SURFACE -REMNANT COLO DEPT OF HIGHWAYS ROW MARKER 313 396845.58 261479.41 FOUND A BROKEN 6" DIAMETER CONCRETE MONUMENT BASE 1.1' BELOW SURFACE - REMNANT COLO DEPT OF HIGHWAYS ROW MARKER O PP FOUND BOUNDARY MONUMENT COORDINATE TABLE (PROJECT COORDINATES - U.S. SURVEY FEET) Point No. Northing(ft) Easdng(ft) Description 301 395679.86 281811 24 2 1/7. DIAMETER ALUMINUM CAP ON A 3/4" REBAR AT SURFACE- STAMPED 'ALLES AND ASSOCIATES INC' 302 395736.46 261995.57 21/2' DIAMETER ALUMINUM CAP ON A 3/4" REBAR V BELOW SURFACE -STAMPED "ALLES AND ASSOCIATES INC' 303 395832.61 261837.68 2 1/2" DIAMETER ALUMINUM CAP ON A 3/4" REBAR AT SURFACE - STAMPED "ALLES AND ASSOCIATES INC' 304 396096 87 261749.05 r 3/4" REBAR 0.S BELOW SURFACE 305 396387.43 261656.68 3/4' REBAR 1' BELOW SURFACE 306 396722.88 281518.94 3/4" REBAR 0.3' BELOW SURFACE 307 396843.84 261476.78 3/4" REBAR 1' BELOW SURFACE 310 393991.30 281603.77 2 1/2" DIAMETER ALUMINUM CAP ON A 3/4" REBAR AT SURFACE -STAMPED "ALLES AND ASSOCIATES INC 311 393992.22 261703.74 2 1/2" DIAMETER ALUMINUM CAP ON A 3/4" REBAR AT SURFACE - STAMPED "ALLES AND ASSOCIATES INC 310 NO 18000072 Page 482 of 828 Colorado Department of Transportation Region 4 10601 W. 10th St. Greeley, CO 80634 Phone: 970-350-2161 Right of Way IJN Sheet Revisions Sheet Revisions Dole Descrip lion t n t;as Dote Description Imitates L L LUND 12266 W. t;ayauu Avenue. 9uhe till Lakaw ad CJuradv 13221 P,303.9ett461 r. 303.9314094 Project & Land Survey Control Diagram Plan Sheet Project Number: ER CO30-057 Project Locotion: PRLA WCR53 CR58A Bridge over S. Platte Pro lac Code: Lost Mod. Dote Sublet Stint No. 20480 7/18/2017 4.01 to 4.06 4,Q4 N 400' 800' SC_ALL 1" -.600 3;D NO 'BOCOC72 '6x PROJECT CONTROL SECTION LINE WCR 58 w z J z 0 U w LPI CP 1 N 393009.46 E 261378.79 EL 4605.58 SITE B.M. LPI CP 5 N 396867.58 E 261406.87 EL 4593.36 4 1 WCR 60 SECTION LINE LPI CP 4 N 395851.44 'E 261767.35 EL 4592.83 Rl V1VAi; it /A s r C `vAvi 71, *Op '388 LPI CP 3 N 394895.02 E 261654.91 EL 4591.26 LPI CP 2 N 394123.34 E 261541.50 EL 4593.44 /41 •I rL �' , Ir��' �^Y s. i _,`1 I - �Yiln SECTION LINE -a vet ?iL5:go =' [I j5l"s Fiet4I WI Fttlt 2nrw17 s+ cuECtai LINE r"� n 1151x' °S °J\1N/ Page 483 of 828 Colorado Department of Transportation Region 4 10601 W. 10th St. Greeley, CO 80634 Phone: 970-350-2161 Right of Woy UN Sheet Revisions Sheet Revisions Owe Descrytlon Tnids Dote Dena :on BOUNDARY EVIDENCE 4 Cr 400' IOC SCALE; 1"-800' BID NO 18000072 1600 a=a Ate! �(1:2@ 17(7...!‘ ;:0834 } 'II tit - FOUND 3'/4" ALUMINUM CAP 0.6' DOWN IN RANGE BOX WCR 58 ,stESE e T5N R64W 5 8 '/4 S 17 CS 4392 205 588°56'00"W FOUND 3'/4" ALUMINUM CAP 0.6' DOWN IN RANGE BOX �Of R64W*r S5I54 S8 59 I 1996 40 SM 1e (PT.202 W.C.) FOUND 3'/4" ALUMINUM CAP 0.4' DOWN IN DIRT . WC T5N R64W '/4 396.40' 58 59 1996 ,o..S. 10852 FOUND 2'/2" ALUMINUM CAP 0.9' DOWN IN GRAVEL ROAD SECTION FOUND 2'/2" ALUMINUM CAP 0.6' DOWN IN RANGE BOX 2650.88' SECTION LINE (BASIS OF BEARINGS) N N N 1 o0 O e 9 some N Cr,O e 201 CAss�y'��s999964 N89° 09'24 "E N89° 09'13"E LINE 1319.27' we 1319.37' I n in r ,LI= —J Ct L liza LUND Uxs W. 9.ywc Avenue N89° 24'59"E QUARTER SECTION LINE AY/ C /ei I J -a'pia •,\ :� mac. ri.0; ; Ir ict— "S*1 `;l �YJo S� r,S, SECTION LINE N89'116'05'1 2562 99' (PT .201-PT.207) 2632.99'(PT .201 -PT 207 CALC) J O O I- U W N Cr W 8 to N 1 S01° 05'59"E Project & Land Survey Control Diagram Sues I iU ua....d Leas, 9774 Bridge over S Platte »oirra•441 r 3.33 9Ifid0S4 204 Plan Sheet Project Number: tR C030.057 Project Location: PRLAWCR53CR58A old Coda Lost uod. Dots Spec Stint no. 20410 7/11I/2017 4.01 to 4.06 4.05 FOUND 21/2" ALUMINUM CAP 0.9' DOWN IN GRAVEL ROAD WCR 60 cad _,n yJ U'mC',y LiCNY Pork 7 4874.60'206-PT.202) 5271.00' (PT.206-PT.202 CALC) Alf `J /4" g'.rs, 7 gilt? :?:L1w❑ (PT.207 W.C.) FOUND 21/2" ALUMINUM CAP DOWN 0.6' IN DIRT IT R64W C 9 a 516 ---S 2009 4S 24302 FOUND 21/2" ALUMINUM CAP AT SURF ACE 194 Q6*w 9}10 206 2461° Page 484 of 828 Colorado Department of Transportation Region 4 10601 W. 10th St. Greeley, CO 80634 Phone: 970-350-2161 Right of Woy IJN Sheet Revisions Sheet Revisions Dole Deec'pl:on Dole Dena gian 1140!" 'sii,v.. L'1 L U N D W ( Vat Ave. ue s.a. Vo .koj...f ...load, 11125 PRLA WCR53 CR58A Bridge over S. Plat te fl P3oi,a9 '4 l Uta4QSI Project & Land Survey Control Diagram Plan Sheet Project Number: ER CO30-067 Project Locolion: old Cody Lost Mod. pore Smut Sint No. 20460 7115/2017 4.41 to 4.06 4.06 BOUNDARY EVIDENCE z 200' 400 SCALE: 1"-400' In to 207 WC BID NO 18000072 3 N m n - 4 0 z r z m - /r7 fA1IllV1 "14; ;t(611WIT 1' II ,Ji14 N01° 09'53"W 6 Pr N0I1335 H1N331X1S r z rn (a31DVaload) '►NCR a,•.a ..; - , ,141:: ` R _(FORME - — 3 io 311 _ SH`37).Row er Q- %1J�.. to s4V t`'VAV/di/Iij v%rii� l P <. rn13 q N't-- Itn sg 6)Ir Ig os O t g lip N � N I r ils_y_ 404 Si— a NIt V O -i "Jr.,,rS J SECTION LINE N01° 09'32"W 2621.55' PP 302 1 9 tom ow 312 ow pp 313 %Q7 1 /" AveNM Kgaa SIXTEENTH SECTION LINE (PROTRACTED) Fri i h2 ( \I t IOW rn z a La lb too - N rn • 15 str '00 IQI _ \\\ III 0 0 I00 fl- a LINE IV ` \\1\ I.:- � -- � r m / ' REMOVAL OF � EXISTING ROW 0 0— 0 1 6 ASPHALT MATERIAL \ - 1 J -1--r-f' ��JTT NOTES I SEE SIGNING ANO STRIPING PLANS FOR ADDITIONAL REMOVALS 2 SEE ROADWAY PLANS FOR ALIGNMENT INFORMATION 3 SEE UTILITY PLANS FOR UTILITY RELOCATES WCR 53 / -- --F(1--- ----ter== --� v —1 �--"— __�_ . 1D---10-3r,"�\u--- mac- 0��D_—^�_--cD—=cr�a--°dtL- �=== d=� rJ-=- /1 STA 107+71 01 EXISTING VOW— BEGIN PAVEMENT REMOVAL PROTECT IN PLACE EXCEL ELECTRIC POLE PROPOSED TEMPORARY CONSTRUCTION EASEMENT SECTION LINE STA 113166 36 70 00 LT BEGIN REMOVAL OF FENCE 0 PROPOSED lf/ I — c) ROW /// Win' /� I Y REMOVAL OF LAVE CAE//9fA �3 ri9i\ \ \' -1/ A ""--1/.,// / O1 WALL PAID FOR XNd REMOVAL \_I� /REMOVAL RN4B REMCyN , Ek[S ROW / /FENCE (20 L '� T� CLEARING G�UBB{IQi/ O C� - t ,� OF ASPHALT ATERIAL ROW / I ........./// / --- Lit-�=-Nc Sf�-1= _— — �l .V✓O FES N� J IReNOYXL OF ( PROPOSED TEMPORARY ,s jBUlLtlijsC CONSTRUCTION EASEMENT / Imo` I(B,<OTHER$) PROPOSED I--------- ///// ROW/1- REMOVAL OF CATTLE GUARD I /// �! j 4.O _� --'� /sha tpO/�//y//REMOV K / I \ I "" O♦v // REMOVAL OF 1 E /� \ `/ TREE (1 F7A7 SITA I15h11%9 LT RENOVAL� BEGIN• AENOVPC FENCE�� OF G>�ITEs�- �O /� Iftl1tl4.F . 64LZ _I- �� REMOVAL OF GATE (COUBLE)I VAL \(��\ IIIrIE /% �`s N --�^�— ClPI ` --R I� -�_(➢--cG=—=F— — RES TI C=F[�—_�B➢I-__�I-__�p'm __`old - _ _- ___ ___.l __I___T__ ____I , ___ _ _ — RE5E_T'MAILBG% REMOVAL OF SEDIMENT FROM INSIDE EXISTING PIPE =5TRU -TLR7_(C�A)= I� REMOVE SEDIMENT TO RIGHT OF WAY (APPROX 24) 5:. -,i -.>r.=�•-J�--_�, `� � r$rar \\ � \P-0 FOR PART OF GATC CLEARING AND GRue91NG) PROTECT IN PLACE PROTECT IN PLACE irX MgVAI, OF EN \,/I'i`i ESTA ND REMOVAL D97 It FENCE EXCEL ELECTRIC POLE RENEWAL OF GATES ce,— "l?u� s� � (2 EACH) EXCEL ELECTRIC POLE �=�cY— L _I... _��y� Prnt Date 3/9/2018 Fite Name NCR530ES_RernDl ago Hare Scale 1 50 Vert Scale As Noted Unl lnlarmaLon Unl Leader Ina als 36S62""'-22'661L-0_ ___ OVAL OR F�A[E-- —REMOVAL OFTES- — Sheet ReHlslons Dote Comments In t 0 NO l80011072 WELD COUNTY COLORADO ��_\-8 s p�vesan al w 4 COOS CO 8001 0mrr(9701352-200 ATKINS 0010TC DA SW renter 80237 Plxne 100163/2217276 303/111 )5 As Constructed Na Rams Ins WELD COUNTY ROAD 53 REMOVAL PLANS Project No /Code ERC030-067-20480 Rev sed Desgner DelaTer Sheet Subset REMOVAL LOC LOL Va d SWcivel _ NLa6ers Subset Sheets Al OF 04 EM-BR53-SBA sh'a4eNT6 ,B2B PROPOSED j` PERMANENT_ __\ SLOPE EASEMENT PROPOSED `— CONSTRUCTION ->- r� \ _ _ REMOVAL TREES (5 TEMPORARY EgSEMENr / ) "r, --0h I c — N., I \ l (\ r' — _1 \I / �9 \ J/ PROPOSED ROW C11,,, --4---.'s--1.' _- -- a 25 50 100 _ '�� o \ OF 1 T o / • ry/ CV 1 — /STA 121N)198 2317 LT l NO REMOVAL OF FENCE ` / ( EXISTING ROW EN / \/-�-� -_i__-t i-_-1_-_t_t_-i_-_1__• w=-_ - __- �- = EAp or-, /� / 0694-vO�- -� _- - - Pp5E \ ( _ - _ eFtACT-IATERIAt -= �_ -i __ \, a (TRIP VAL OF _ lam REMOVAL IPROP OF t 1 OFM6R CE �l REMOVALS Y590_F�_-Td �p "-_r8--tea\\;-----,-_=-----'-----..„-i. (815CC tE PLA6-C ,-------C-- —E_%CTL ttE6TRICVOFEII —�T—E—�N�—�E cr +On— �_,—l—�T� — �_ 0,4- =- 5ed==_ , ii,/I/ GUAREMRDR IL\(TYRE_` ,r -a -rO-- Fp__-rD-1-•11�.--F�,.F-J// - Y__rb __rD_-1ra ��,C))) C / / // r — \ t 1 1 / /— / L ___pR___E _—_On_—_E __—pry __e___pH__I E_ Dry__ — — — p__ NOTES MO STRIPING PLANS FOR ADDITIONAL PLANS FOR ALIGNMENT INFORMATION PLANS FOR UTILITY RELOCATES rr oni/—E__�p_�E/__ I SEE SIGNING —F— — 2 SEE ROADWAY 3 SEE UTILITY E%ISTING / �y /— —�- / EASEMENT REMOVAL //" 77 I TREES (9 / /�Pf{OPOy��9ER%lPNENT fit I I 5/!E''yrEE// NT ti PROPOSED 1 1 ROW I I1 fl. I PROPOSED /!// \ `}\,\l / STA 1]Oi]91 5100 LT ROW / //// //// I 1---�}y,- " Jd Gam! ENO REMOVAL OF FENCE .11 N 4. (y/ / /� // N J J \\\ l /// MY / 1 l / I J ti/ /4%' // / A 129.08] ti EXISTING /REMOV L, \ % / VAL OFEND 855 Li ROW MOVAL �//�/ O( EFEN r �\ /I t OVAL MONK OP' TREES /L(r EN o • _ /;REFS! ,% � TREES 44 EA),./ ......._..._)_.:IF E // // �RF,E�(1 /XN W. eprb`t1" / ) REMOVAL N/// REN��VIL OF STA 127+OZ 6'R 2f9�RT \ t OF BRIDGE CL PROPOSEO/((/�./ /-06c, GUARDRAIE- BEGIN REMOVtt--OF-FEHf� i -REMOVAL I1F W#L \ \ WCR 53 'All /-- — I-ITYPE-SY _ — --- � '- INVEST FEADWALL AND_WIHE:w-t -SL _ I — — — 1 — �/ — �� --vl _ CD RHE — -- -rum-CULVEf:N° 1 — — — F-0DOO LSE l2%7) '♦♦♦�♦♦.♦♦.A ♦.♦♦♦.♦♦♦♦ ASPHALT MATERIAL _ _ REMOVAL OF 1��a�� REMOVAL OF \ 1___rp___rp___r0___rp_-_r0___FD d�.-�Z /A� I/5G� P''' ---E --�JJ //( y- ` 1 _ _ PROTECT IN PLACE: '--90— — \ 590------ra,,-EgC L,r--� —F--ram-=ro=-- Tnc r.c ROW r�� BEG i7�M T001SVE C �iEMoVE EZl f$TiNG ROW r ( / R GUAGF"FROM iik1OGE �lY _ // 5iA 12� il_ i---r— _ ��_�EL1D_'REN ✓•�y'F 6 RFEN OF FEN � <ATE -FO_ 9 A9 Ri OF FENCE _ _ PROTEC %1 IqG / 9 - — - - jF Dii BCE C �EFJ RE WAEL_IRAL ; i PE'ADWOH- W1NGW�Ev��-FR 'ce C AA� _ _ ‘yi YDF T� ^_ 5 R /cP KiYE.CG lt._ _r �� ..,./=. �6f�"-" `e` -rmvnruex �\-w1 u""tTIL-m! / 1 ._ — -MATER RRESOUIRCE- i -SHELTER AND WATFA = —i--- _J_T__-��j- en SC o ]Y 160 P nt Dot 3/9/2018 EC-rN PLACE E%C Sheet ReV181ons L-i-IT RIC SOLE - A - 1 As Constructed ' \�1 COUNTY 53 Project No /Code File Nome WCRS]OES_Rem02 Eqn Dale Comments !All WELD COUNTY COLORADO A4A/I BAR' WELD ROAD Harz Scale 150 Vert Scale As Noted Q L EI Rrils Vel'P sse'''' No Roses ens REMOVAL PLANS ERC030 067 20480 O O 0 II It:'F=FI; lie CO 60611 � ��. r01 Zsrol ]Se rma h.. ev�:9'41 MI OTC BIA. p0 aw 0 0I37 0 roc JOl%I1721615 Unit Inlorm°t an Unt Leader [rv[Ols Rev sod Design LOL VII EM-BR53 58A BIDN01BOM072 0elaler LCL N mbera V.d Sheet Subset REMOvaL Shset fleets 02 CF 04 Sheep114m7'P28 1 Z A 6 / 6c \ lad /// �� 1 ° r r` / > ,7// / )i// / / ] ,... 3' Y—� _ \ TRE£ EA) PROPOSED /STA 1}4,5084 5186 LT /� ter~ p 1 �> �'% / )_ �/ /—Rpw/ // / / END REMOVAL OF FENCE '/- -'C1 - iii i-- I / / Wit`/�__L�i��2 0 `// __,--e---1------,---- cs'�_��_ F ( 1ifs�ncl� ") n�r��-__� �=---- °----.---4,_'��'�� aw T n r `��`�O f_,�az--r--L Y/�l/// - - __,-,-_-,-----_z-_,, - -r' __-- ----I 651=--- � t-1 1 4'T-CL-PNOPOSE SRS ( _ T --� ' WCR3L _ _ _ - - - �/-C CJT1L0'I9YERA� _ �E£5 �6 t�3 = - — —' 7 -.0607 PcWE11=LINESZ -- iGl' " - 1 - ICJ _� � Exlsr[nc �.� PROTECT -DIM — — — YtEN04AL OF — \ 0,--_-___-__-_-__-‘- - - " J L i / _j- '-',---2- -F —IPOSSIBt€ - - - - -ASFlii T - Fr?L_ oIlJ` �J--� ` IIi� / ��i ��-�CB90� sgFR-59 FIl— i0== -.0590. \ \ \ \ --,-_- 1".-.'" � � / / Y��_s" I e' r _ L - EXICTtur. _ ---------,-- 14' �- )�-\ ��'--��c ==ic`; \v L-�_�//--RD1VE=_ T�-� Ir i j L^, 47- � glli__n I1 FVt -7-' j < PFOPOSEO TENEANEM -an___ -+-Ya = Ff_xj y -t. �.c - \ _° TU �lltl E^ i' at 1 ,/_,---\CONSTRUCTION EASENENS r ? 'I—� r e_Iw ^1 sp II 1II101%ff a'" I NOTES 1 SEE SIGNING AND STRIPING PLANS FOR A0DITIUNAL REMOVALS 2 SEE ROADWAY PLANS FOR ALIGNMENT INFORMATION 3 SEE UTILITY PLANS FOR UTILITY RELOCATES REMOVAL OF TREES (6 EN --� 1-4 a-ASEdkI_JEI _ _ — — — — — 065>— /RESET SEe END SECTION (I EN END t8 (TEMPORARY PIPE EXTENSION (16) EtID-PAVEMENT REMOVAL / FOR DETOUR PAVEMENT) >iWOg05ED 4590�=wBi S3=_ — l - ?325A - t-- -- J -It _- � _-4550_= —==L---�� _ \ _ —`off— "�_''°----J--- _ _ — 1---�� 1-�--r� t - _1�--J---_— IN PLACE OTECvJ_ PROPOSED TEMPORARY LI'RT PROTECT IS P ICE a —� ' — 1 EXCEL ELECTRIC POLE ,- EXCEL ELECTRIC POLE CONSTRUCTION EASEMENT EXISTING ROW REMOVAL OF TREES (4 EA) ' 1 25. ` I \ O O EXISTING ROW o REMOVAL 0 - OF TREE Pr nt note 3/5/2018 Fle Name WCR5]OES_RemOJ Use Hone Scale ISO Vert Scale As Noted V t Intarmotan Un t Lend r Amt of BID NO 180a0372 Sheet Revisions Oct. Comments In t WELD COUNTY COLORADO TERNnl m Nero salt Stre ti lD 10611 rbs(9mI21tr4ma 11,,LIJ��r 1T ATKINS MI OTC Met Set 700 02 .er CO 1X727 Rene 303/721 foe 70N1 15 1 )X16 As Constructed Na Re sons WELD COUNTY ROAD 53 REMOVAL PLANS Project No /Code ERC0J0-067 20480 Vod Des ones LDL arenas _ Deluder LDL Numbers Sheet S beet REMOVAL S beet Sheets 03 OF 04 EM RR5J-58A SheaQe[Jumbel 828 #1+/�q+\y 111.11 f1 YI 1tl\ 1 13 \1D 1111\1 { 1111111 1111 111 1 1111 \ 11111 \1 11111 1111 136 0 '1111 \ -1 \8 l' 11111 \\ � � I f\Ii 1,0,\11 -- i1, \ IIII \ b ( i(/(1I \ 135* \\ \ HII1I / \\\ -' 1N \l 1 \\\ ',h 11l I l l 11111 11 I 1 'rl X1111 /IIII 1 t t`� 'III )\ 1 1 134 I 1 / 111 I I 1111 � ems\\\ ;Ill Yd 1111 e0(Ng. 1 / '.4\dt JIU �I I 3 Pr A Date 3/9/2O18 Fle Name WCR53OES_RemO4 dgn Harz Scale 15O Vert Scale As Noted Unt Information 1/1/111111 I X1111 I, rtl \\ NI I n 111 I\ a \ \ 11 4 1111\ 1111 1 1 `t_ 11111\11 \1 \ \t \P "\ 1II1�\\1 1 �PRDPOS'D'EEMPORMY I\\\� 1 CONSTRUCTION EASEMENT STA 252+34 I} 3181 LT \ ^tee �4 67 5} LT \ \ END REMOVAL OF FENCE IL OF FENCE 8 EXISTING W \111111 \-•` \ OO LO \11\10 fiR ¢4i�p 71 v OTESL IN=PrAcc—'"I—"_'� ��---�`_— r tint LeAder In bale O O h us N ) N CA31TIliN'OVE�Al1tA61 v _ \Sh9O/ �9WTr t Ea ` / // �EMD �DF P)rPEs(BJ LFY/ / STA 255;4-4-1;""------ - 14 /�IIIL\-G / FES (2� / /E `— = B5� END PAVEMENT REMOVAL REMOVAL OF �� --.�. r -. / 1 \\ iN�ATERIAL ROW / .. w / TREE (1 EA)n 1 I ROW \ \ REMOVAL OF I1 1 / /v/ IA- I PROTECT IN T1't \ STA 252+OB 29 57OO RT ...... `\ REMOVAL E /!'' 1 `PLACE EXCEL I END REMOVAL OF FENCE \ TREES (} EA) 1 V II II . o ELECTRIC POLE I I REMOVE EXISTING DROP GATE (PAID FOR \ \ _ 1 I _ AS PART OF REMOVAL OF FENCE) 12 T /1 Ifni STA 251466 47 6O OO RE BEGIN REMOVAL OF FENCE I' Iml �r 1 ELECTRIC AND TELEPHONE CONSTRUCTION TEMPORARY EASEMENT `\` Ile PROTECT IN PLACE 1 1 I le 111 EQUIPMENT Ikll; . I11IIm1)Wl1, L', 11 1.1' I I�L IllII /I]l 1,Mi i I I I� 1 )i It ,' NOTES ,Ildlli I loaf li I' 1 O Q Sheet Revisions Dote Comments Imt AID NO 18OOOO72 WELD COUNTY COLORADO Q4= yl ( Pees wow Pilaw iV70ley 018225 0 ATKINS 001 0Ag SM PItt 100/22110210 F Lown 7276 As Constructed N Rev ai s 1 SEE SIGNING AND STRIPING PLANS FOR ADDITIONAL REMOVALS 2 SEE ROADWAY PLANS FOR ALIGNMENT INFORMATION 3 SEE UTILITY PLANS FOR UTILITY RELOCATES WELD COUNTY ROAD 388 REMOVAL PLANS Project No /Code EROO3O O67 2O48O Revised Des Seer Deta ler LOL Sheet S ha t REMOVAL COL Vod SlzuCmre Numbers Subset Sit ets O4 OF O4 EM 8453 58A Shee44Nu8m%E828 5 VI Savo Nyf*C a a s S a rn 1 m 2 v 1 E Q 1 - __f-: E G= i Lt - - UTILITY CONTACT LIST: CENTRAL WELD WATER DISTRICT DARIN NAIBAUER 970-352-1284 DARINOCWCWD.COM XCEL ENERGY (OVERHEAD ELECTRIC) JASON VOLESKY 970-395-1236 JASON. A. VOL E SK YOXCEL ENERGY.COM • • BEGIN TELEPHONE RELOCATION (BY CENTURYLINK) -E-� -1 I CENTURYLINK (LOCAL) CARSON ORTEGA 970-392-4837 CARSON.ORTEGAOCENTURYLINK.COM uS SPRINT CRAIG WATKINS 720-420-5674 CRAIG WATKINSOSPRINT.00M PLUMB DITCH (DITCH SUPERINTENDENT) RANDY RAY 970-330-4540 RRAYOCCWCD ORG PLUMB DITCH (BOARD PRESIDENT) RON BAKER RMBAKEROWHAT- WIRE .COM COLORADO DIVISION OF WATER RESOURCES (WATER CUAGE ON BRIDGE AND SHELTER) RUSSELL STROUD 970-302-3404 (CELL) 303-866-3581 (OFFICE) RUSSELL STROUDOSTATE CO.uS EXISTING ROW -- - - --r3 - - - -FO - - - - 7 - O O O . cri = ------------ O— — — — — — — — — — — — s ------------ 5o - 0' 25' SECTION LINE - - -0H- - - E - - -0H-- - - F - - 3H - E -- OH -- - E EXISTING ROW WCR 53 -- -Di- Fp- --Fp- - E - - - 04 - - - E - -LOA - - - T —'T •-:s - ?ai a -a j a •S_ r! .r - -FO- - -FO- - -FO- - -00- -FO-- -FO- - -FO- - --01+ Z 75' 50' lot RELOCATE TELEPHONE FROM UNDER ROAD (By CENTURYLINK) O O r PROPOSED TEMPORARY CONSTRUCTION EASEMENT d l EXISTING ROW / / r RESET Pa? AND TEL PHONE PEDESTN (8Y CENTURYLINK) — - -Fd — Or. PROTECT IN PLACE EXCEL ELECTRIC POLE PROTECT IN PLACE SPRINT FIBER SECTION LINE k1 REMOVE OVERHEAD POWER /I%/ \ i LINE TO BUILDING 1 (BY OTHERS) - =1 PROPOSED ROW --1 9 ---- CAUT• ION: OVERHEAD POWER LINE RELOCATE CENTRAL WELD WATER LINE FROM UNDER NEW ROADWAY (BY CENTRAL WELD WATER)' - - I w -- t RELOCATE WATER METER TO -EDGE OF NEW RIGHT-OF-WAY (BY PROPERTY OWNER) x PROTECT IN PLACE EXCEL ELECTRIC POLE OM ---E ---OH- PROTECT IN PLACE SPRINT FIBER f U 1 PROPOSED TEMPORARY CONSTRUCTION EASEMENT PROPOSEDROw �J ar to / r 0 0 0 L PROPOSED WCR 53 I- • 'IJ - - - BEGIN RELOCATION OF TELEPNOIvE FROM BRIDGE (BY CENTURYLINK) PROTECT IN PLACE - E - EXCEL ELECTRIC POLE —r0---FO---FO--—FO———FO———FO———FO— — —FO- - 1 PROTECT IN PLACE om EXCEL ELECTRIC POLE EXISTING ROW 1 FO— — —FO-- —10-- —E — 4 U 3 Print Date: 3/9/2018 r rte Nome: NCR530ES_Utunty0l.dgn Hong. Scale: 1:50 Vert. Scale: As Noted Unit Information Unit Leader mina's BID NO 18000072 Sheet Revisions Dote: ETTe�•S WELD COUNTY COLORADO A Jebortn ent or Pubic *ski fill H Street Green, CO 8063i %wue: (970) 356-4000 ATKINS •&:: 'C i:vc. Suite 700 Dena, CO 80237 'lane: 303/221-7275 rar: 303/221-7276 As Constructed No Revisions: WELD COUNTY ROAD 53 UTILITY PLANS Project No./Code ERC030-067-20480 Revised: Designer: LDL Void: Detoiler: LDL Structure Numbers EM -0R53 -58A Sheet Subset: UTILITY Subset Sheets: 01 OF 04 SheerPNfigs er 828 11 PROPOSED PERMANE SLOPE EASEMENT - - � NT _. to all C- PROPOSED TEMPORARY [CONSTRUCTION EASEMENT --rLni• O 1/4 0 I PROTECT IN PLACE EXCEL ELECTRIC POLE - --OH -- - FoF-OH - -Fp 4 E •7 1 O r O N C - RELOCATE TELEPHONE FROM UNDER NEW BRIDGE (BY CENTURYLINK) _ PROPOSED ROW O r N N XIST;NO ROW f L f CL PROPOSED WCR 53 1 / ,33 F �D— — —Fo — —FO— — - -_ MOVE TELEPHONE (BY CENTURYLINK) ---OH---F---011---E---OH---E--- OH —- — E — 75' e3/4 - R> • h,•7 41/4 P C C C — -- —FO— — —FO— — —FO— — --c0— — —FO— — —Fl PROTECT IN PLACE SPRINT FIBER -OH - - -E---OH -- -E- --OH---F --- MATCHLINE STA.124+00.00 100' 7 7 V A PROPOSED ROW cz- h0 EXISTING EASEMENT / / EXISTING / /- ROW / • 1•.' CL PROPOSED WCR 53 1 / 4— / s / PROPOSED PERMANENT'. SLOPE EASEMENT 0 »—ten _ • O 00 r RELOCATE TELEPHONE FROM UNDER NEW BRIDGE (By CENTURYL INK) S ■ 4, I / 1 \f PROPOSED / ROW 1 1 I - - - FD - - -FO - - - VU Y V 25' 50' 100' F -I- -FO- -- _co_ -, 3 PROTECT IN PLACE SPRINT FIBER - OH — — — E ----OH- r - - -COORDINATE WITH THE DIVISION OF WATER RESOURCES TO HAVE THEM REMOVE_ ISHELTER AND WATER GUAGE FROM BRIDGE Ej- - - - E: - - r+ - - -T -_-_- It1N EV- rN PLACE EXCrL ELECTRIC °OLE GH PROTECT IN PLACE EXCEL ELECTRIC POLE D-- EXISTING Rd W MOVE TELEPHONE (BY CENTURYLINK) r � 1 t. / .1— — E + nN r I •7 �-—-FD---1O -°3—PROTECT IN PLACE EXCEL ELECTRIC POLE — t - —-' - - -- I -- 0 O X 'r,nt Dote: 3/9/2018 -:le Name: WCR53DES_UtilityO2.dgn -oriz. Scale: 1.50 Vert. Scale: As Noted unit Information Unit Leader Initials BID NO. 18000072 Sheet Revisions Date: �Om men is WELD COUNTY COLORADO Department of Public Moms 1111 H Street Greeley, CD 80631 Phene:(970) 356-4000 ATKINS 4601 DTC 8tvd. Suite 700 Denver, CO 80237 Phone: 303/221-7275 Fox: 303/221-7276 As Constructed No Revisions: WELD COUNTY ROAD 53 UTILITY PLANS Project No./Code ERC030-067 -204 80 Revised: Void: Designer: Jetailer: LDL LDL Structure Numbers EM-8R53-S8A Sheet Subset: UTILITY Subset Sheets: 02 OF 04 ge4911bof828 Sheer BDIS334 IU:16:4b AM Z 25' 50' "41- a a print Date: 3/9/2018 ROW 'u�-tom ROW ' EXISTING - ea- • RELOCATE • - TELEPHONE (BY CENTURYLINK) PROTECT IN PLACE SPRINT FIBER -F0- - -FO- -- -F0- - - 1O ata \ PROPOSED p FROM UNDER NEW BRIDGE (BY CENTURYLINK) $' / / END TELEPHONE RELOCATION O O \ /'� �+ 1 / CAUTION: OVERHEAD POWER LINES O O / _Li_ --FQ--FFQ---FO---FD---FD---Di---03--- / / EXISTING 3- 1 1 - � i /3-3--3--`-_F\ ��-1 1 N. -T,E--..--T---T--- 1-- -4 1 �� _PROTECT -� END TELEPHONE RELOCATION �'� UTILITIES (BY CENTURYLINK) _ _ - IN PLACE O _ f_ _ O ---I O 1- - - - O mf - - - - .- - i --- 1 --- t --N�---- ^ PROTECT iN PLACE 7- SPRINT FIBER -03- - -O3- - -J] - "D-�3- �.�.__._ *_:-L•- - _ • _ • PROTECT IN PLACE EXCEL ELECTRIC POLE J PROPOSED TEMPORARY CONSTRUCTION EASEMENT WCR 53 PROTECT IN PLACE EXCEL ELECTRIC POLE t' C- _03 -03� X03-_ ��- SEND -05 _03' 03' C. C. a' O 4. / / 0 _ -I" i -t- -i PROPOSED TEMPORARY CONSTRUCTION EASEMENT EXISTING ROW CL PROPOSED WCR 53 -03---03---Di---03---Di---Dj- EXISTING ROW ape EXISTING ROW 50' a O f -D] 25 :00 0 f t/-3 Nt- -- — 1 — — 1 — — — 1 — — — — — — r -il]- - - .. - - — HQ : = 3 - -.;D - —..�— File Nome: WCR53DES_Utdity03.dgn Honz. Scale: 1:50 Vert. Scale: As Noted Unit Information Unit Leader Initials BID NO 18000072 Sheet Revisions Date: Comments nit WELD COUNTY corfRAno Oepertrnent of Pubic warts Ill! H Street Greeley, CO 80631 anone:i970) 356-4000 ATKINS '601 ;iC BIM. Sate 700 ;MW, CO 00237 'None: 303/221-7275 • at: 303/221-7276 As Constructed No Revisions: WELD COUNTY ROAD 53 UTILITY PLANS Project No./Code ERCO30-067-20480 Revised: Designer: LDL Void: Detoiler: LDL Structure _ Numbers EM-BR53-58A Sheet Subset: UTILITY Subset Sheets: 03 OF 04 Pade 492 eeef 828 Shrumb 0 S • • W tn 0 n ac ac u w i 0 a a 0 SI a E H 0 Q ta a N a 0 O 5 Cl, 801S3349 10:26:47 Ji O 0 4. O In N 1R. I t I I I I P a II a o I rn I N. • PROPOSED TEMPORARY CONSTRUCTION EASEMENT Sheet Revisions Project No./Code I� — _ - — 1 PROTECT IN PLACE EXCEL ELECTRIC POLE r,` CAUTION: 1�I ` 1 OVERHEAD • POWER LINES III •NI /. / = I-1 •..... a...i — S. -+l J / I iIt I - I / / W \ PROTECT IN I PLACE EXCEL I ELECTRIC POLE PROTECT IN PLACE ELECTRIC AND TELEPHONE EQUIPMENT PROTECT IN PLACE SPRINT FIBER EXISTING ROW PROPOSED TEMPORARY CONSTRUCTION EASEMENT / - O O 50' 0 25' :00' r:nt Dote: 3/9/2018 :Ile Name: WCR53DES_Utility04.dgn -ior,z. Scale: 1.50 Vert. Scale: As Noted unit Information Unit Leader Initials BID NO 18000072 0 Q Date: Comments !nit WELD COUNTY COLORADO Deportment of Pubic Works Illl H Street Greeley, CO 80631 Phone: (97D) 356-4000 ATKINS 4601 OTC Blvd. Suite 700 Denver, CO 80237 Phone: 303/221-7275 Fox:303/221-7276 As Constructed No Revisions: WELD COUNTY ROAD 388 UTILITY PLANS ERC030-067-20480 Revised: Designer: LDL Void: Detoiler: LOL Structure Numbers EM-BR53-58A Sheet Subset: UTILITY Subset Sheets: 04 OF 04 Shee'eV493umbef 828 r. 2 0 2 461 4600 4590 4580 103 fll^� ' Il\ 1 ///',1 f ` \ a \ /// 711, ` EXISTING P 0B STA 106100 00 1 \ \ ROW N 39288711 //� 1I \ sW _ _� E 26138190 // 1 { \�\N ti� __4 /// T / \\r-- A- — ___ f� —L/ / \ 111 _l -1 --.- _titer �u ti'hP1 �N YO HOB SECTION LINE PROPOSED TEMPORARY CONSTRUCTION EASEMENT o. o __ 9_I O p� XISTING ROW -1\ / 1 / 4 9 -M,- -- a — —- rS�T _,,,,: Jjl� LI7D04 LT / TOE OF FILL �— l LEAIN'8tiO0L0ER TAPER4 =-, 7 ^� -9Fe ITT ti-��ry-_ _ =-T�1_ -i--1�_-T-1,- -_==6 z oa So 100 o 0 • / O/ i--EDGE OF SHOULDER 4 EDGE OF PAVEMENT TOP OF CUT —13 T / / MCA 53 \ NB 1916 E ! t 9610' _ _ sTa-107*�01 _ t=- i — V i --+� i =--+=^t-WGg-53-C cGBEGIN PAVEKr1¢ - _� -�O--� I1= --FO- 8---'d=-�STA 107+71 01 1300 R r ONE TET �-L"1-"i-- _BEGIN sSOOULDF,✓j1.E9 E-- -OH-- _d- /r EDGE OF PAVEMENT EXISTING/. XISTIINNG J 6 EDGE OF SHOULDER R 1 NORMIL CROWN CY- IIOI T7' Sw 0 t1WLDJ TAPER , �CI I — — —ENO SHOULDER -TAPER — — — NO CI DELTA TANGENT 19654 LENGTH 396 86 RA0015 4990 00 4 33 25 I2OY I ;0Y o yC 3 0.4 0% /T — ---__ _______ VPI 106 00 00 ri at A ¢ -- VC "^ P. 20 K 18182 027 3 0.4 00 S 1 — _ RISTINGj GROUND 200<sr S5U lab MD5 Symmetric Parabca PROPOSED)T PROFILE n Pr nl Date 3/9/2018 F Nome ACR530ES_PPP01 don Hor 2 Scale 150 Unt Informal an 104 00 Vert Scale 110 105 00 Sheet Revisions Date Comments Ind Un t Leader Enrols OlD NO 18000072 106 CO WELD COUNTY COLORADO 7` 9e1,A 1 I IUOW ea„ `mvc(emilfe-4002 ai 107 00 ATKINS s6N Ott d.¢ Out SOO Oemer CO Mal Prune MUIR ms r 303/221 7276 108 00 As Constructed No Ren,mns 109 00 WELD COUNTY ROAD 53 PLAN AND PROFILES 4620 4610 4600 4590 4560 110 00 Project No /Code ERC030-067-20480 Re Ised Des 9ncr LOL 55 -settee' _ Detader MUG N.r.e s Sheet Subset P&P Subset Sheets 01 OF 06 EM 9853-58A snP"e4411�oSe2e ' M, I ! \ 1 I x — / �x �4 STA 115+0410 I I�S 7155 LT NO DELTA TANGENT LENGTH RADIUS _ � COORDINATE WITH PROPERTY Iii TOE OF (((,,, I I1 TOP OF CUT Cl 4']]25 19834 396 efi 499000 •�^ TO CONSTRUCT DRIVEWAY TIE IN FILL 7-r xs so Im OWNER FOR TEMPORARY ACCESS --- 1 I __ C2 1 ]325 19854 39686 499000 I 0 LT 36 D FENCE STA 114+51 I J y/ T PROPOSED TEMPORARY STA 11346fi II[I SII119z—lt =�✓ /�/ / /, 1-1 __ �1L �r %///_ /N��1---'��%7---..�j......1�� --- - SECTION CONSTRUCTION EASEMENT LI O O O O,P OF CUT / /N C) / BEGIN 7052LT Ay i,m`'OF CUT T -/ s,,, — IOC PRDPOSED� `C'� /F z / / ROW , / / �� / PRVJ MEAT �� \ /////�/ 4 rg � Q - _f { m y/ 7 • _FZ• /�' \o OF / // FACE OF SHDUL9SR �A 11 )ILL I I/' EDGE OF"PAVEMEN ' �„yA� � /TOE OF FILL / ROW TIN/ 7 ' l / (F ter- �` �// �r�EDGE DF PAVEMENT\ //-:/ -1 - _ten— s l'.\ /�//�%— '. 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G_yDLi NYAt END LOWEST GUARDRAIL SYSTEM TYPE 3 , \ IN MIOWESF `eCDN§TROCF iRNs6H{1ki 4YPE KGs _/ �., _ ≥_Tt-F' A YYPE 3 \ (I o o p ��tilr ,� CP -L--T—�-- � - l- _T_-_I---f---I---1-- t___-1 . ,�-.- - �Sy--T-j--I---i-_- N81916E I- —•-�{—�- / � t -I N81916 EI - r F. - �= mil= /-,6 ` —$TA 119116 8J _ WCR 53 — / 1215 46 — — / S t —1%119116 22/I r^ 0.1 '\ STA II/+I5091....TT J \'_ t _-_ _� r a `r---�/.-./ -. - _WC_R 5]C_L _ _ _ ��r _L __ BEGIN MIDWEST — 1 — SYSTEM LYPF .-.-. .- GUPAO /�1[L EDGE OF 8 UULOER A IB��BB5 6] 1jV0-AL / --- EDGE OF PAVLFN7 / NIpWiT�GG177 sY5TE 1Y/PE J\ I \ /7 �-4 _, // ,— \ TgRRUCT ANiSI{pIIOONN TYPE 3 / \ TOE OF FILLI / / �� "'Y 'I \ / / —I— .. I— \� , \T ,A! \ \ 1 _ .�j--__ r__. r\ l _. _. __ ._.///__ — 2590 =�4 ' �P`." _—f`6-- _ '�/� I1 N. I_y-GO-— —1--FO_--t0— �10-_Fp_-.r��Lp�f--_ED—__rU_- NO DELTA TANGENT LENGTH RADIUS F =--� r_ _ . �tt'y--Fb---G---IF C 1 / // C2 4 33 25 19854 39686 499000 30 e JO/ 200 0005 NORMAL CROWN 4620 � J OA -2 0/ ..A..... 2 0X 20X-2 We 4810 rb ta o x P 4620 PROPOSED PROFILE o b �� so 4610 130A 4600 0600 - _ — — 100 YR FLOOD 4590 1 V EL =459235 C 420 00 -' - EXISTING c 16154 e 136 4590 4580 _________ _____---------- ``__ / � GROUND '_ 1 PADS - SSD 625 SXmme4c /4000 2 4560 IIJ 00 118 00 119 00 120 00 121 00 122 00 123 00 124 00 Pr ne Date 3/9/2018 p Q Q Sheet ReVIsions WELD COUNTY COLORADO T ��' - Otp lIrs' ''' wens L„ '� N fil,en —;:fie 4eY ms06L� I'll _t: rT� N7ol Xss-1.0 s� 1.4m A ( • ^��' �+ T Do IDu 607m SOU) 1871 ms Fee: 3WR1t7S76 As Constructed WELD COUNTY ROAD 53 PLAN AND PROFILES Project No 1 /Code Rte Name CR53DE5_PM03 ago Date comment: tort na Rev sans ERC030 067 20480 Har.: Scale 150 van sane uo Unl lnformat on Un t Leader In tats Revised Des goer LDL Structure EM BR53-SBA 310 NO 1800372 Oetader MNC N tubers Vo9 96 SNe'R llumaei�B Sheet 5 bset P&P Subset Sheets 03 OF O6 // '/ _ %//'_„,_�_ I �\ - TOP OF "'� Y PROPOSED PERMANENT �/// r/ _ _ - -per �.-PRCP�SEO TEMPOR Yt I CU r _ , I 1 1 / �j/ EXISTING SLOPE EASEMENT a% plyp5��FNCTION EASE E 1 PROPOSED //vf STA 127+12..42/ACF - l'�5 A 129+39\ STA-m.92 ]8 ' I as so ♦ loo �2 ROW EASEMENT/ ///� //�i 7000 LTf//// `I t,Y STA ]000 SO fiI LT 1�� T /' O ? O �_ O //�/ 1 / ' O �I6 GAT,p,,, p l I BEGIN FENCE 7�/I V —�� 1 ��.� II O / {.� -- 'Gf,]Irk / k//� N' ID / //A/� - n y TOE lb 1 J_ _ _ \\�r STA 1]CIOLf1pt/ J 7 o op S 04//A III - _ ! r/ 1127+75 B 15O0 LT STA 129+0614 , EXISTING STA 126+4799 1501 Ai //2 / STA 127+1742 END MIDWEST GUARDRAIL 5318 LT N ROW BEGIN MIDWEST GUARDRAIL SYSTEM TyI 1500 LT/ r SYSTEM TYPE J END FENCE / e}��•..': �I CONSTRUCT TRANSITION T �a. 1U fl �4 / BEGIN FENCE BEGIN FLARED END SECTION / �.F.N. �! T` I 17000 LT,,, Pf J I ED E 6F SR(1G I�. R:\r'/ {MEN : o - w t STA 126+168] 1181916E ENO BRIDGE � I ---n- F--_i___ --- I_/ -----T T-_-Ty_-r' /:' i� .:4(-_ � / /N9163.4_E r l0 1215 46 / / WCR 5J — — — I.. M r __-.- ,- WCR 572 / _ -- -2205-- s n `_ ,- - - - = _ . - _=- ' , 2r 9tGIN MIDWEST GVU/.9DRATL S YPE 3 EDG \OF SHOULDER EDGE OF PAVEMENT FILL I - CONSTRUCT TRAM - - p - i < - --- — ,,, _ - I 11 c°i TOE OF FY=`=T='�-w'r -�• •-• _, - f, ---.`� STA-tA +J5VB-150G Rl'- T�1F4+3J.—� T__ _ __--`—-4590---�—i END MIDWEST GUARDRAILIt -f ltC-- -- 41 90-� 1___IO___FO__-9-__FO___O---FE &^11.„I....,` I____ OF— �lJ _ \ J ,-- -----"---"a"- ---\ r YI A--FD--fig `,/�/t/ i r, l�y6¢�- S8- = BEGIN FLARED END .. ECTION-r0 F126 =�0,'� 0-i( �- � � IIIIN 1'_,_`-__ _ 1 / __ __-1=1�T I -,-TI-(4,-,-,'/I— I \ 1/ �flll STA 129+05 26 101 65 R. NORMAL CROWN BEGIN FENCE------' STA-129166b 56] .DEOIN0E RL '"-r= STA 129+83 43 79 63 END FENCE — �4 ,— J ,...>_ RT �\ 4620 20X 20l 4620 4610 4610 PROPOSED V C 6 1 360 00 13B 46 117 4600 -130/ PROFILE Pa SED MOS Symmetric 786 Parabola 600 VPC 126 50 as CI 2 50/ 100 YR FLOOD Y an EL -4592 J5� _ 7 w _ e _ PROPOSED rcac4590 4590 ________ _- __•``1 �' vC K Riff e -030 266 DD 67 I-- EXISTING) GROUND ___—__� — 4560 J c SSD Mp5 Sy 999 .I P abc •--..-F4 4560 124 00 125 00 126 00 127 00 128 00 129 00 130 00 131 00 Print Dote 3/9/2018 Q = O O Sheet Revisions WELD COUNTY col OR -ADO - ~� 1111H Son ro , 9mn tam. IPobrc eol4 Emery <666591 OM 0554000 Xa. - "A %� INS ^� VA MI ,on OW. CO e6 ] F5ejaj%jjl ljaa�sJ5 As Constructed WELD COUNTY ROAD 53 PLAN AND PROFILES Project No /Code FIe Name WCRSJOES_PnP046gn Dole Comments Im[ No Rev s ens ERC030067 20480 +2/2 stoic 150 Vert scale 110 Unl Inlarmat on Umt Leo3e I bals Re 'see pea 9ne LOL 5wcwrel EM BR53 509 BID NO 1BWW72 SetoN MMC x V0 sniaM'4Wbe.828 Street subs I PPa Subset Sheets O4 OF 06 RVA:I / NO I DELTA I TNIGENT LENGTH RADIUS / /// T / } - O /�� 03 20.4015 ]9] ]] ]50 BO 1500 f10 // / / t�',10 I I I - // d2 )-L-t?- /%/ _ \ yY //,/ //- _ --- / r EXISTING ROW 0 _� _ i / \ �/ / PROPOSED ROW //y�-' --- / LT?' FENCE // / O TOP OF �!t "..ST �/ j �� / �� _�/, //STa 134+SO 84 51,36 /' O -� _ �IG� _ uS J TOE OF _ _ FILL / r -t -r-� �i -,JI _-i- /P r�' ' ' _ _ --. W - _ _ �_3,;,--,50i/ - ` Y- i �J/ - ---� ` - 5] aH3,E � � NCR / _ _ % ��03 / � 20015 __/ __ _ __- ____-____�---� -- '� i iii 51 __ ,` __- /� C3 I ` - -- - _ - _ _ / / / r-" TOE OF _ - _ - / _ 1 �, / �c= �a L ] FILL _ -- ---- __-�_"'�� ice- //v1,�_-i� _T/___- J- I�/ �� _ - __ _ ---EOGE2E3AVEMENT__- _ -- --- - _----� „---Oi - - - - -EDGE OF ST500CDEtr- -r , I 1 0� 7°'-5, --- N �vb<-�(690_�Il=mil_—�6--_- 590-___ _ __tf�\ fL 9--f9-�D--10--- _ 590- \ \ `'..... .� -_ ---_---- _ / E%IST(NC ROW y _t _:2,... - c- 1j\ --�_--- - TYt �C--- - 's ?f1 �- _ I6TINC ROp"/ ,/ -,'--s `! ' -_---7,-)_,,,,,---,-1,1%;„--'....T, � , i%: L. i _��1 ,4...-4.--+=--'Y c �`' El y��VI1e m I L,Y,HOPOSED TEgPORMT .E-E--E— 2 0/ ° -^3--�� t -T___-_,-1,---_-=-_,. ,(Y ,'1� y ] \ �.�\ j6 0k e 801 }`\\`1 •I / _ ' "hONSTRUCTION EASEMENT p 40 4620 01 2 00* 4610 4620 4610 4600 o - _ T c9 _ TI _ f PROPOSED PROFILE 010/ _ _ _ _ - _ 4600 0590 -- --- 45,O0 x590 4580 -�- EXISTING MONO 4580 131 00 132 00 133 00 134 00 135 00 136 00 137 00 138 00 Pont Date 3/9/2018 ,:= O O O Sheet RessslonB WELD COUNTY coe*1020 ATKINS 100016 Dot Oenv CO 60]1) 301/1117 1 303/721 Me As Constructed WELD COUNTY ROAD 53 PLAN AND PROFILES Project No /Code 1 F le Nome WCR530ES_PnP05dgn Dote Comments m¢ No Sews one �r'y 1�eM11twek Nolo 4 tilyA 90611 Shoe 1.956+000 ERC030 067-20480 Han. Scale 150 Vert Scale 110 Un1 lnformaLon U t Leader Ina ale Rev,sed Oes gner LDL 5U of el EM DR53 580 31D 50 1800WT2 r MMC N mbere Vo d She° 966" F1 014.0Detal Sheet S beet PIP S het Sheets 05 OF 06 0 �o ' O— _--T POE STA 145+0000 --T ✓-1 00 -_d1 - E 261148037 1 z�I - EXISTING ROW O _ -- <- 1 - -- — 00 LT Y ___� ./ � ///� �. STA SHOULDER _- ,a �-lrS',J ENO SHOULDER ER / _ _ - ✓ _s TOP OF CUT O _ /nt r - _ _ STA 111+]B IN _ _ _ _ L ��_ I ^� -0 4 END PAVEMENT _ _ el =' EOGFe-0.5 .s - -- - �-3625 - - % i �l -. - '9+6]"761800 -LS- / _ - -_>_ �0'`i �1��+' �_ Si101a0E 1�3]F�_� i --�--_ O1L // r f_ -EiiGE-166 PIIVFNEttP' = -_ -°r _ _O1~� ✓ - 1_ ______ _ �--� WCR 53_ = _ __ = e 6 ^-Ol -! .✓44 yT" � _ _ a _ _ �_� l - 715 OHR/PAW - _- �� 4 H9� = / ==-_,4---446--- -- u, --_— __=_=_0�-�-a --°-1.1 _ �_ _i F -0 -e---- _ _ 459' - EDGE�OF SHOULOER� -' 1 ----1.-----'-'-' _ f } -_- _c0� '-� _ FE -s, =4590- ----;-_,--.7-----__=.7- �'[As39,- 3-76 1800 RT �- r� f i a _ t -___7,-,_,--=-13t- - BEGIN SHOyLOE13- ..-p+v�' - - me - EDGE OF PAVEMENT ___,..-'1---_-_ 1= - �- `^" i� --T EXISTING ROW s X - -t --L-'- " -4B---4TDF or FTrA�r PROPOSED TEMPORARY NO DELTA TRIDENT LENGTH R/OIUS •- - s -11-'33--- j %� I i _ CONSTRUCTION EASEMENT C3 28 4015 38333 75060 150000 0 15 Cl too a 801 ./60,4 BOA NORMAL CROWN 6 114 4620 30/ 200/ 201 200 4620 4610 0m 4610 4600 4600 PROPOSED PROFILE_\ 010/ >,TGROUNO EXISTING 4590 4590 46BG 5B0 138 00 139 00 140 00 141 00 142 00 143 00 144 00 145 00 Print 001, ]/9/2016 Q O O Sheet Revisions WELD COUNTY coloRAoo 41zrI rPuu.mt I evs 'G H N et ,4�,,11 O ti m e06L C3'444.1- r --X I9A11561ma "yzs. ss" 481016 80 Ont.°1940}}7 Nlt441 r 00114 As h Constructed WELD COUNTY ROAD 53 PLAN AND PROFILES Project No /Code F le Name WCR530ES_PnP06 don Date Comments In No Rems n ERC030067-20480 Hof, Scale 150 Vert Scale 110 Unl Information U M1 Leaner IntOls Nee sea Designer LOL Structure', EM BR53-58A DID 9+078700072 H maer5 Ved o ino Snee?wu3,,818 Sneel5 ,set 480 5,0111 Sheets 06 OF 06 00+00 CO(� NORTHING ^ 393 63 21 TASTING - 261349 49 STA 200+]46 ENO ARC (CLASS COORDINATE WITH PROPERTY OWNER FOR TEMPORARY ACCESS CONSTRUCT DRIVEWAY TIE-IN I PROPOSED TEMPORARY CONSTRUCTION EASEMENT I SECTION I N1 i I i I PROTOSEO ROWER / I a I //II 1 / TOP OF CUT WCR 53 �I' I/I r I I JI o 10F FILL III/ `h 1 OO IDN �� o �I I II I I ! ''� I TOP OF CUT { I ,_,II / le 1 I / I [III 1'I 1' J•,h a./ —M0 — I m 1 1 \ I III' I +/ ��_N III. Iill / / 6J \ u 11 I I I 1 I — '1R\�15 I.0 II� / 'N EDGE OF PAVEMENT TO �_ I 1 I T4 •I� PROPERTY 3" _ I ` I /I ! �•t �� LINE O/Ae '�1/�, -'I. .� I b I i, �l �t R=45 ` I 4// !. I I I I►I' I 5 P 0 E STA 201*50 00." -"---------.FIELD • \ 11��•••,;1 A 11 •1 NORTHING - 39350473 \ �fl \:L� Z 4' _ n CASTING - 26/0*022 b9 I N I�. -5CATE a P VL fin. / ; I I I ..r WCR 53 STA 112+24 24 - �\ 1' n OA HOUSE ACCESS STA 201+]000 , /Ii 2 1'\1 'I'll 'i- //If ¢ tl 1 II If EXISTING ROW I I 1 EXISTING * ( I� I/ I II1I \ I d II TOE OF FILL TOP OF CUT i I I y 3 I t ■ IJ I EDGE OF SHOULDER EDGE OF SHOULDER I EDGE OF PAVEMENT, I I I 'I.. II 11 j EDGE OF PAVEMENT N II l IPROPOSED 1 SECTION LINE i NICI I / 1,-,71.1 t4 1 )/ ROwWCR 53 TOP OF CUT F CL/ I I II ! / 1 1 1 JI .., e E OF FILL \\ J / III / TOP OF CUT / 1 iI 1� ! / - ONCjk / 1/II [III I 1 1 [III 1 �I Jlyi y y` 1 I I 19s I ,\ SI I,. \IpJ-/ N P 0 B STA 205100 WORTHING TASTING - I WCR53 ACCESS t� 00 µ, `�� j I 393518 46 "} 26[44114 j A- C I.I1 I I I I /1 II yyn 1141 • 1\ \ I�l' I- T _ STA 1100SrOO ;1 I L I STA 105+20 EO �, f' DI O1� I 1 \ {tt `'•�r." n EDGE NT ! �• I rc OF PAVEMENT \ f - I ; I�• v a s° e I/ / I6 FOOT GATE LOCATION OF GATE so ti �/ q -l0 0,..... —WILL BE COORDINATED BETWEEN �p LANDOWNER AND CONTRACTOR O h' P 0 E STA 206+0000 ' ll` __ NORTHING = 3935/041 FASTING = 261540 e1 I� P PROPERTY / - � / ALINE 'xt� �L4 `\ nn} e I'l r� •� �J x :' I6 FOOT GATE LOCATION OF WILL BE R h7 BETWEEN LANDOWNER COORDINATED NDCONTRACTOR PROPOSED 1VI,�I]I'rlI' TEMPORARY"}.\ I, I NEL DISTANCELINE CONSTRUCTION 1{/'V /1/ EXISTING ROW EASENENT / 1 II 11 1.1 S49x0JING 48E JI1 I TOE OF FILL I III l .e L2 S85 ]9{04 5600 EXISTING 6 W 1 II l EDGE OF SHOULDER I LJ 565 4J'OB E 5800' TOP OF CUTS I I I Iy 1 ] ! I - EDGE OF PAVEMENT 1.4 58{ {7']5'4 4200 I ■i 13 i I I,F EDGE OF SHOULDER/ I I 1 HO DELTA TANGENT LENGTH RADIUS /1 1 •,I II C9 36 35 52 11.57 22 36 35 00 EDGE OF PAVEMENT III I 1 1I.1 a 4610 PROPOSED PROFILE es V C 3 K 3.3 0 SSD 00 4 fi 6 VI00s N 1000 e 001 SSD 63 MOS IC 1040 K O SSD Symmetric 74 Il 23 Porch In 4600 > q`0 - _ oP � w_ - - - PROPOSED WCR 53 —e, SEO/ W ;w > 50 - w≥w 'pp1 'p - 4610 4590 - o VC n "' 1000 3 33 > '•' PROPOSED WCR 53 GROONOG EXISTING J GROUND /% > _ _ T.— PRO•1SOD PR x ALE — — 4600 4590 SSD MOS Symm — ACCESS 0 112 0 04 365 > elrc Pcrobola I 4 Lt (Homo) V K 1040 5a 006 500 17 MOS Symme118 ACCESS 0 11205 P4145414 Rt (Feld) 4590 200 00 201 00 205 00 206 00 4580 Pont Dote 3/9/2018 Sheet Revisions WELD COUNTY COLORADO T n m v: Pm6 Mv6 ��!yCr � CO B0631 �Ft:lr Rom 0701 316-40 0 0 _ ` ATKINS op so nld am. 700 Ple emer C50237 17S Ter 303/I217016 As Constructed WELD COUNTY ROAD 53 ACCESS ROAD PLAN AND PROFILES Project No /Code File Nome WCRS]DES_PnP_Aace5501_t12+241.1 dgn Dote Commentsmn Rev x ens Herr: Scale 150 Vert Seale 110 112+24 LT AND 112+35 RT ERC030 067-20480 U, I Informal on Got Leader in tools Q Revised Des goer LOL 5Vacbsel SBA 31D NO 18000372 51/0/8, LOL N mberx nEM5f�R1R57 Void O Sheet S poet PROP 5,04.1 Sixes 01 OF GO"''" i TOP OF CUT I l TOE OF FILL `l _ PROPOSED TEMPORARY 1Y1 / CONSTRUCTION EASEMENT I 11"A I 3 EXISTING 111.1 STA 115+00 46 142 69 LT TOE OF FILL 1 L �� BEGIN FENCE _� _ -1--I -1 J{,a5 STA 2(0171 90 —�7_,+--7.-----. 'T 9Q� _ END DEC (CLASS 6) — 7-p�II — — ——hn'A —'I I 1 9 065 lyy �% Y■ / ■I /' III I I M15l + 5 �liip" 1/��.� =��' J�I II _ —��J I VI �1� .t:D+' IAT `1— PA .5•� I� PR II R+ I I I,''—yl, ��III I I [el `71µ `� III \ PROPOSE] TEMPORARY i CONSTRUCTION EASEMENT I POE✓ STA 212+0000 NORTHING - 39375072 — POB STA 320 93 8800 NORTHING = 39376850 [_— — 1 EASTING = 261301 67 ��• —_ _m '� 16 FOOT GATE TWIN 32 FOOT CATTLE GUARD O — _• Lfi yV NOTE LOCATION OF GATE AND O TOE OF; /� qg_., , CATTLE GUARD WILL BE COORDINATED FILL p BETWEEN LANDOWNER BAD CONTRACTOR N _ =---o— 8\65 `; �•_ STA 114+77 31 144 57 LT 2 N �O OF tyQ' ENO FENCE 1 PAVEMENT LI PROPOSED TEMPORARY O'l� CONSTRUCTION EASEMENT PROPOSED J/I1j1 h SECTION LINE 1 EDGE OF 1 SHOULDER L7 a —N l �1 e 11 \ \a V ` JI 1 m k II 3� 1 I III II III I TII IIIII�Iit'` I I I I I ll\ I I) 1 Ill IIIIIII�f l lu II III 1j�/r I ` II I I` DI I 111 IIIIIIPI I , Illlt� ;Hi t EAStING 26149747 25 m im + r,- Ui�� O// G I II�II" 11 ApfBSS ROAD 153 J12111+8000 r�/ 45 tILI I1E%ISTING ROW I IW Hill III 1I II \ 1 II I TO 'OF FILL NO BEMING OISTMCE EDGE OF \ PAVEMENT I WCR�$7.CLL4_ k(\1 Iya 07 L5 580 2908 E 3719 _ \ II\ 11 S75 11 55 E 104 81 /1 I / I IIII L7 585 1155E 5800 TOP OF CUT- , II III \�I /I I VC 1000 K 7 e 0 450 235 0 5 4610 4610 MOS K 15 003 SSD Symmeer 49 a Parabeha PROPOSED c1 ACCESS n PROFILE — EL 4599 45 PI 211 40 00 PROPOSED —WCR 53 ROADWAY 4600 9600 _ o ry ≥ '?,1v VIn w2"o' dw 6 0/ � -_ a 4590 4590 x500 _1 I ACCESS O I14+71 It 100) b-oi VC 100 K 2 00 el 006 SS0 22 LL ♦500 210 00 211 CO 212 00 wal Date 3/9/2019 0 Q O Sheet Revisions WELD COUNTYcoLonnoo A'-' 0 I P me xen EA'-'7:'-',0^T=1 Y^2 uu x sv 151 6<d y190018C6]I m0 Y.... Pnar a II/ ATKINS $6I1000 Alva S 1.a. CO MOM FM1Te TC]R21 RIS 301021 2275 As Constructed WELD COUNTY ROAD 53 ACCESS ROAD PLAN AND PROFILES STA 114+71 LT Project No /Code FIe Name WCR53DEs_PaP_AOCess02-114+71Lt E9n Date Comments In N o R. o ERC030 067 20480 Ror z Scale 1 so Vert scale ] l0 flevlzed Des goer LDL SVuciwe EM 81353 SfiA Unit Informal on Unit Leader 1141 BID NO 18005072 DetaOef LTH N tubers VO d pa n V11 f 82B SM15F mLer Sh et 5 h et AR, S h 050 t5 02 OF Ofi erpr ,S100033699 CR 53 1001 __--------- II TOE OF FILL i \ N PROPOSED \ \� ` \ a.. ROW \� A� PROPOSED TEMPORARY &� yt�V. CONSTRUCTION EASEMENT— \ ?T s f:J \� 1 .� C \ Y� NG \\ W, ii _lit (� } z�,' "r"\I I `�; II!! . v1I1It llIII ] III rc/ I I I I I I I t 1 IIII II,L ,NI n l III I IIli1 ,y I I IRIII III [�� `.� } e ac I, - pi 3 EYISTINC ROW \ w\\ \ STA 217+19 Ol 10 00 LT END FENCE \ 1 \,',,, \ I \ `s 16 GATE LOCATION OF GATE WILL i y'\ \ ti-,NJ�' 4� }YC� TOP OF CUT I 'a4's WC� I� �) '\ \ n 1 \\NN III \ \\ \ \ \ ` 1 \ I� Lin mi 2, n 11jllillrltl 1 III 1#Ii I - -11000 ��II�I III 215+75 5 LT '''•'--, STA 31 96 2772 L7 BE COORDINATED BETWEEN LANDOWNER y ss so inc. BEGIN F y _ µ0 CONTRACTOR a�� 4- -- ---.---------- 3 —N P p E STA 217+50 00 � �' NORTHING 3932136 34 s �i'fr �..,,` �� EASTING - 26171563 II �1 L��IF ' — _110 SECTION LINE ; PROPOSED ROW I PDe STA 215400'00 I INORTHING 393461 I EASTING - 261467 77 j— WCR 5] STA 115+78 IS -I FIELD ACCESS STA 215120 00 I EDGE OF PAVEMENT 1 IiB: a 0 1 \1 )t`. 444 I1 r ( - .`•I l L•- i )1 'I / VIII 5 I IJ (65111 y,■■\I // I I i/ / mot-- y��r t5 �\ II}I1I�5v<a y__ i _/ L` STA 217+1994 �- \ ( _ END ABC (CLASS 6) lii, a I i STA 217+19 _�11 END FENCE OI 1000 RT ti 2, __ DICE 142 24 RT \ —I CONPOSED TEMPORARY > CONSTRUCTION EASEMENT I EDGE OF SHOULDER t _ V I `` f'1 I ` , 4ROTECT EXISTING FES NO BEMBlG DISTANCE y f-----:-.2-1---. r � X 13 ill t qP \l VT W LB 9133 5805E 5800 r Q71" _ q / L9 S811925E 14721 - '1191 L10 NB5 3408E 4479 114 // \ Ill/Illy/,11 4610 4600 PROPOSED WCR 53 ROADWAY > w c m .. VC R - SSD M05 SymmetricoParabola 3000 545 0 21 75 - _ 4610 4590 0 ,, ''71m '• m _ w i' w 4600 I EXISTING GRplNO W PROPOSEDtb ----- •• "�---- 051/ 4590 4580 VC SSD 4000 13 33 0 15 360 ACCESS PROFILE ACCESS 0 115.78 At (FlSA) w 4580 215 00 216 00 217 00 Pont pate ]/9/2016 Sheet Revisions WELD COUNTY COLORADO tl u� —sl ne 54111AuYe 'Wks 1`�It,.:—s?• 4uky CO 80611 ki;r':1 Woe (aN13551000 ,�.ca A'-�+ G3 • . ATKINS •50t OTC 050 al.a e013y P.m /1un25 /Or 202/211 7178 As Constructed WELD COUNTY ROAD 53 ACCESS ROAD PLAN AND PROFILES STA 115-1-78 RT Project No /Code He Name W1 530E5_PnP_Access03-115+78Rt clan Date Camme Is let No Revisions ERC030-067-20480 Herz Scale 1 50 Ver[ Scol< 110 Un I Information umi Leader Intol5 Q Revised Desq er LOL Structure' EN BRS]-SBA BID NO 1B'lOODl2 Q Dotale0 LCL Numbers VII" 54M9'59"°2' Sheet Subset ARPP Subs t Sheets 03 OF 08 ---r- _ —_ _— 1YG91I11NG—�J9 2AS29-= x 4-4.- N - "_ ' ;; 1--;------__,�-1---1---t--{—, M ,�ASTmG--261522.29-L — __—:'..—Z _ • 5 RIVER ACCESS 1_22+8000 I ' 77t —. //../ / / TOE OF FILL I •. SFF11LM4 UU o sa i00 ' _ I _ .._S M1 ` / //// — GE OF SHOULDER / / / J _- _ _ ANENT — --..7)-0T I _ — — -- -- --- CL_ _ _F[fEEHr-P•AVf •O0 — ]",lV,s`D--/---may _ �__— —_ __ - — i = --_"II -` \ �1 % -- __— __ 1 - 1-- I / 1Poe /-, - STA 119+5000 NORTHING 39424391 --- -5 _ -+� __ FASTING - 261506 11 - 3'-i a •' E0GE OF PAVEMENT / 12'2. 0 1I� R fyr'1ffsrd 0 ROW 119 9.. 10 / 6=25 I PT 12211 5 /y pG 1 EDGE OF SHOULDER \` N TOE OF':, _ _ o.C1i it9e50 _ .S 4 \ C le,,, _ - N FILL- " " _ r 8G\ OF PAVM{ 55}A 2191-60 If i\':'�i' :::;�i:.: �� y//� ENO/AHC (CLAS5,6 5 _ " •`:• ... L12 .L a1v : PROPOSED - - V 4.' 6014 - \_ - ` TOE OF FILL p2 i rA 80J NO MEANING DISTANCE --- `��``V �tl �� J-///��/Jf////59 /� LII 94 0154 E 70 31 �jL/// Ib GATE I 0 \ j LID SM 1018W 10971 ' O N PROPOSED " L13 582 3123E 59 25 /' a. 1 ROW - ' a- E 11 NO DELTA TANGENT LENGTH RADIUS PROPOSED TEMPORARY` CIO 91 4108 5149 8001 5000 CONSTRUCTION EASEMENT CU 90.5040 2030 3171 2000 solo V C 2000 610 4600 I M05 4 359 0 14 SSD 67 Symmetric Pafatela PROPOSED ACCESS PROFILE a d -'5' -' a Wa it PROPOSED rWCR 57 ROMWAY 4600 4590 - - " - - - - - 600/ VPC 122 27 00 i E`,0 o' rv2 d N/'•' 4590 4560 w a -04 0 EXISTING) GROUND _�' w 0 ACCESS 0 117'y 14 Lt (S Weer) 00 yN X100 p00 5 001 0 SSD 1094 4580 119 00 120 00 121 00 122 00 123 00 Pr nt Date 3/9/2018 Q Q Q Sheet Revisions WELD COUN117 COLORADO I1 '. _`I II oemt 1W'"-- wix srm 008- �`risdl]SE4W0 ATKINS 4 IC 6 s 0a a .•[080737 Plane 301/2117175 r 301/2117276 As Constructed WELD COUNTY ROAD53 ACCESS ROAD PLAN AND PROFILES STA 117+04 LT Project No /Code Fe Name WCR530E5_PnP_Access04 inw4Lt dgn ode Comm t Ted ERC030 067-20460 No Rens ons Harz Scale 150 Vert Seale 110 Unit I formot on Un I Leader In t cis Re s ed 0es goer LDL Str ct re DA -6453-58A _ Detaler LDL Numbers I 81O NO 18000072 Nad Pe f828 Sne 4 5m1 er Se S bs t MPP 5Met Meets 04 OF 08 I, 1 o 1,0 o x -"'---4.---'''' 0 0 AI a',r - '0 \ -% r CO _ _ n WO 161 I O A..09 TOE OF FILL n a zs m tar - EXISTING ROW ' 1 ` � ` I -/tab % I �� L -k-63--`- fi_ r c .tr \~r1= `- - _ i_ _ _ / _ _II I _- �i =� �-0]-3=Z.. i _ _-- -Db�yll' - -S-I=_�''Di-_ 9-4 3 --_HO —--,r_NTe_2iSi6 6Iillii'1- - A8� _� s ,-=— ,— GJ� -Yi=77°tz� -} jT/(/�/g -- V�110 lu` 1 p' 03--_01 - — — Po_ 40 7 R t5_ __mt15 - - - -30 Ll5 La�r7 /P0E STA/221340000 EDGE OF 5 s ULOER PC 225 5800 14 P00 STA 225'0000 7 ii0�E OF y NC/7- 394864 53 1-ASAST1N9 = 261695 70 = 195164 11 FIL EOCE OF P _ 35� r/�J// • — FASTING=261B.4�ri5 .-.I _ F`- —— •• .. --- CL - •_ t n /_ \ —_ _t- �-\ i� —__�_ WGi53 \ - ��'/�`/�// , �l-'a.-l_-_ NO BEARING OISTINrJ: EDGE OF PA / 0 , -`_ .' I t -- I_-- L14 581 4044E 5800 FOGS EDGE OF Q: j ej. PAVEMENT rr /_ E%15T7(1 ROW 7, ` i' `l,,�,5� /' / / LID SS 1916 W 17918 53 STA 12(1+32 98 I '+C� � fi TOE O+ Ill s"l i�� "/ /�E%[STING L18 55 4334E 2443 sEV.l (/4/ / EASEMENT �(IG _ACCESS 225i20007 "1 � � - N f-', L,7 581916W 4897 :;� 1 t:4 \\_ N / _r/r'P N PROPOSED \\ ',i •' Y��i� 7ffe /OI /_ROW / ,O DELTA T/NGENT LENGTH RADIUS O OTC ��:I I O - - - — C15 90 0000 3000 31 42 2000 4610 - — -- -- 70.0000 550 114] O 18 154 - - - - - - — - MD5 5ym netrc Perabol, VC 40 ss 4610 - - PROPOSED n — e 1712 012 550 4 . NOS Symmetrc Parabola -- 4600 WCR 53 ROADWAY F. lik F. y Puu/ 4590 I ri i. _ -- rir 6 /u _-- m PROPOSED ACCESS PROFILE 250/ iil dd — - [GROUND 0164 1 EXISTING GROUND 4600 4590 4580 VC • K SSD MDS Symnetrc 4000 10 00 G 20 290 Parabola ACCESS 0 128433 Rt (Gouge) 4580 225 00 226 00 227 00 228 00 Pr nt Date ]/9/2018 Q Sheet Revtslons WELD COUNTY COLORADO Smote. 1+26 Sots t 'S I laj...:._�L. UM ,D. aoleoml 2 ' 'r'1= Pave f5A1156400a (^E'nx .ml VC 01K 5 I AO Omer ma0 ]7 ONa¢ 005/l,I 70 F )0.1/2]1 7276 As Constructed WELD COUNTY ROAD 53 ACCESS ROAD PLAN AND PROFILES STA RT Project No /Code File Name WCR5.IDES—PnP_Access05-128t33Rt don Date Contr.= is In¢ No Rens an* ERC030 067 20480 Flora Scala t 50 Vert Scale 110 Un1 Informs, an unI Lerner 'nasals Rev sea DL12 Designer LDL Structure' SWc1ue EN —/2/257 —SBA BID NO 18000072 C Det00er LOL Members Vaud pa e5Ot 1828 Sheep . mbar Sheet Subset ARPP Subset Sheets 05 OF 08 P 1 �OSED TEMPORARY ` I� J 11 CONS 1YCTION EASEMENT—.°F.I 4] Irt°o `\\ POSED I t \` SLOPE E {Y / 1 r �.,� CTA" 2� Y 1 1 1. � / R 0 I I t 2r ` �' ' I SORER#CEE55 1 .I1gl I V1/e JAI �l' k.,4' I N l y STA 232+50000 END FENCE O O r= iv) j_-.__ TOE OF I < Mme) 16 GATE LOCATION OG GATE STA 233+49MS `e Ix- -- I N WILL 8E COORDINATED BETWEEN { Sr. E OF PAVEMENT-• \ \\ I -may-- `� 6fi91S BE6[N -FENCE _ e 1 LANDOWNER AND CONTRACTOR R=25 /�-----"o PE 2.t1 581C14 11k'\il\ ' :A �� I 11 -- / ear -"T f P O E STA 235M0 00 EASTINGNORTHING 261912 68 — 395065 ] o s too EXISTING EASEMENT Ill` Ill �\ CO ql,,PAyyIIE IEIITIII �1}� ED aysH0U11 H \/\ U 1�Ij II1r:I' ii .h\ \ p\ SEO\� 1 11111~\\Su \\\ \\\� qt, FFIL12 pDbt£.A �z7 p■ y `3\' \ L,y 1] >` \ '\ B \ �I I, I� S 1 n R IS OR 5]t I 1 I 11 11 / 7, I I /Z ',9 I 1r lionII � 1 1',I 1 I,j� I{ 1 j 1 'I ' 0,1'11 ; I I1 `— ODZII� STA 234+]369 TREES (3 EA) I END ABC (CLASS fi) STA (28+009 98,46 RT •C STA 234+]294 8°0 Ri BEGIN FENCE END FENCE \ ^I PROPOSED TEMPORARY EXISTING ROW \ t CONSTRUCTION EASEMENT 10 TOE OF FILL Or,,,, STA 2 P 1 76l\\ \' I6 \ ) 1 11 'y 1, NO BEARING DISTANCE Eno ABC (CL �t•�) \G\\E — ITS '1 1j �l I Iris L18 98 1916E 11171 P D B STA 2]oW0 • e�\\�l �� ro.L, OF SMOULDER Ll9 581 4044E 26600 NORTHING = 3949882 ��c S\ FASTING 261510 85 9/"s` \\Q 1 `.J 2511 fiB � I I EO=B OF PAVEMENT \\\! \ � I\ ,,.,•:•y . \ \— 1J 1l I Icy, 110 DELTA TANGENT LENGTH RADIUS �T 3Cl2 `3\\ V_ ,s II \ / I. 111 I1 I CO 3 L927 1069 2171 234 22 t \\\`4F1,. \ I _ `•''�{Il 44` III CiJ 134 SJ 25 48 23 4] t1 20 00 QG�11 'I) I .�I C14 90 000° 2000 3142 200° 4610 a \��'.1.\\ t I ' ll IIII I! 4610 4600 I - — VC 3082 6 00 - 019 SSD 85 105 Symmetric roR Parabola o n _ Y w - n PROPOSED r - V . 2000 R 2 75 018 SSD 49 - — - 4600 uu/ 2uu/ ••• WCR 53 PROPOSED NOS Slyn�tr. Pos.,. 590 w-__--I - 554/ - N a ROADWAY ACCESS PROFILE 600i + 4590 0077 //,tea l`�_ 1 1 2/ W o go,WCR / 53 / ROADWAY __ C 4°°° H 1] ]] 015 e w 7 EXISTING_/ GROUND 82 .71 1 — - - 4580 GRADING 50 380 V C 40 01 a 4580 4560 i NUS - ymmetrle Persil - MIS ACCESS 0 128.33 la N 1000 0 20 550 290 Sytnmetr4 •4,20414 (N River) aw 4560 230 00 231 00 232 00 233 00 234 00 235 00 Print Dote 3/9/2016 d9n O Sheet Revisions WELD COUNTY coT a4noo ATKI S III �VJ a10i0Ca BIN m 01T/ lure MUM ms F r103/131 TITS As Constructed WELD COUNTY ROAD 53 ACCESS ROAD PLAN AND PROFILES STA 128+33 (N RIVER) Project No /Code 1 Fla Nance WCR53DES_PnP_Aa«ss06_1281-33(N R ven Date Comments Inc No Rev. ens ERC030067 20480 3-,--='-i-1 IHsvelel'Peo wot ][+5. l 4 P W aa61 '?-A-a(w"1�' 0iioe (s1a115blrwa �f ''"" Mr Seale 1 50 Vert Same 110 unt tero.mat an uat Leader mtals Rev see Des 9ne LOL SVumwe EM 5453 SBA 9105018000)72C Q Dela ler LDL N.1141s Vo d n5f15 6828 SM1PaeeP mB er _ Sheet Subset ARPP S bsel Sh is 06 OF OB -717 -ii III I I IIII I Et DD• ILL IIII ICI _ IIIII EOI OF I I o� I I I ' 1 4'11 ( I IIj I f q%ISTING 1 I1 \ IGtv �A'951]i66 34 ^ I l 1 6753 OT I I I`o\/\\' ,\BEGIN (ENCE PROPOSED CONSTRUCTIONa009EM PLB3•�` ` ``O I I I I\ �il \ II11I1"I ` 1 _ // 1 I ly� �� Ni \ , RAR ANT �5 •O \\ 270 L299] o n N \ STA 252+31--13„? \ 3I BI LT •' SHOULOEOG� IIII ( )II( PAVEMENT, III i 111 I/ III P 0 B STA 250+0000 NORTHING . 39570616 1 { `--'� ;Il - -y _ — e a I _ _ _l. i Cdr L,=__',1! aF I R70 \\.... FS—___O�z�__ - 13T -L)08_ E KENO FENCE to\14 _ \ N n O •� 4 - _� z`_ I---�_` N EDGE OF SHOULDER 1 - -' - - - - •6:-').--;-)".---11-1-- �• ` EDGE OF PAVEMENT E/STINi -261]41 OS NCR 53 CIS- a] 1 STA 135123 57 'PI0•�;T 167 0 WCR 388 u --- �7\`�\ \ N *C] DD•9 \ WCR (SCI CL I \l 4�� I \ n/ m/ — _ �� ^�C if I///� \,POGE D __-) ..ZE i \ " / �/ --� —'— �-- { < Z' N , _ ` �1 /// / i ^9585„ �\ Ct---iTA 255W500 - - \ J2ATCH EXISTING ROADWAY %�/ L,I/Ij (�C,p --._-1_:,f.)., /' , _, ).\ '4!-// // ^=L--- ^fl_65 �1 / �,\ ; oe- i,F�I_ ' Ss j `L,. _� _ PS>_ .- ----- T---------;.- -a!\ ENO CONSTRUCTION /, _— )\ \ \ _ II II I I I I I I 3 I I —I \ "S 25I / /�-f / I STA 251+8650 l / �l/ / 1 < fi0 00 RT 1 `t �I BEGIN FENCES \ \\ J 06 0kll' 1J I pi dl' / ILL r 1"\ �\, \ � �- POE STA 155+5000 r (5T1r 51M6{{! \ } __-----.1_-_-: <1-------------____. _•RTHINC - 395739 04 nn�\ ( I 57 00 RT Ea(y FENCE 'EDGE OF PAVLIZEtiiz _ ; \ `� \ 161186 O{ ) EDGE OF SHOULDER -11..,--54);:—...4. \ n n DROP GATE \ • \ JS I EdG6/OP/ %15TINC flOW I \ (TO BE INCLUDED AS PART \ °j _ vl NO DELTA LENGTH RADIUS ISgy 5 IEp�b 4 / I I OF FENCE CONSTRUCTION) \..0 Nv C16 16 3540 137 67' 13767' 17341 94400 DD• 1 / £5i� I qq�j''I ff 1 T_PRDPOSED TEMPORARY a'\ �` a C17 11142 5455 10909 523000 / ■II I dR'0CuEFITI / 1 L CONSTRUCTION EASEMENT \ NORMAL CROWN 2 O 30< a 301 10< S 20X NORMAL CROWN 4610 10 3 20X oox 14211 2O - r4 P. -20<_JOX r4 g - - - x_ 3O 0 20< o 001 �� -1.0< for 2 O _ _ — 4610 •l •• i.vc I0000 K 4000 0 31 .. 4600 PROPOSED ACCESS m NOS 0511 411 Symmelrc Par 0 bola n 4600 4590 6p0/ ol - T PROFILE "' n+ n n n X e �_ Don, r ry > " 4590 F. V C 10000 /j EXISTING] GROUND 1 \_ STA 25540 MATCH ESISTING ENO CONSTRUCTION 100 ROADWAY 4580 MO'. SSD I'70 Symmetrc Po 0 00042 CE55 OI35+2C WCR 308 > 1581] 250 00 251 00 252 00 253 00 254 00 255 00 256 00 Pr nt pate 3/9/2010 Q O Q Sheet Revisions WELD COUNTY COI ORADO I'5' eaz „\,•'7" ',I'M,' .1lyr�1 —' 1'• ones m eanll i r"1" PNrr ts)01 sso-•ooa raj. f?_ "'^ ATKINS 60 0 rc 9.4 u1 7°° al 17 P..4..303/2217275 Fos 30Y2L 7225 As Constructed WELD COUNTY ROAD 53 ACCESS ROAD PLAN AND PROFILES WCR 388 Project No /Code F le Name WCRS30E5_PnP_Ao0e5507_WCfl]6B aqn Data Comme2tl Inn No Rams ens E0.00]0 067-10480 Hor z Scale L 50 Vert Scale 110 Un t InformaUan Unl Leaner In Nis Rcnsed 0509nv Structure' EM BRS] SBA 31D NO 18000072 Oeta7er N85015 Vad pa f028 .". )''FFT'Per Sheet Subset ARPP 5105e1 Sheets 07 OF O6 ` E_ \ `aZ a_ JT-E_ 0615TIN0 ROW---/ \ J/�� I� I /�~/y + -11b_— 3 Ili/ /— e4-'----'% (:V�3i (e iIr�I ', .'_ °�3 �1 �/ . ` W —Y1 II4 �rF;G/- ?pOPOSED TEMPORARY I ' ` o v im TOE OF FILL EDGE OF SHOULDER EDGE OF PAVEMENT STA 261+2271 2093 LT i BEGIN FENCE DROP CATE CATE LOCATION WILL — l -a — BE COORDINATED BETWEEN I - LANDOWNER AND CONTRACTOR LOU 0 0<' \.{3 ; �I I 1 y \ 1 il I ~ ?�+QQ CONSTRUCTION EASEMENT A K \ ` II13 1J I II i I I I ,'/ / I�� A VIII EbGE OF SHOULDER r II- II / I I EI'GE OF PAVEMENT 1 — I I %. L. _ — '4171 ] li1Vy�C�R S5B13I I A C 0� L4 •"-- I I9 !I,P 0 E STA 262/00 00 }' I I I� NORTHING 95914 46 _ I �� CASTING 2,619322] P 0 B STA 260/0000 5DM 260169 ]0 ]6 ^ NORTHING 395616 49 END OF ABC EASTINC 26195] J0 a (CLASS 6) I- O PROPOSED p�% 'O TEMPORARY) iRI ER CONSTRUCTION ER EASEMENT OR / STA 261+19 JB IB 30 RT END FENCE I I 1 \.\ I +I IT I V` Im } / 40 I In ITf/ 2$Z.QQ� PI, oil lu t } WCR 2%e STA 251+85 53 - I IP I It I FIELD ACCESS STA 261+8000 'I III+ II''1 IM / f I ] IIII EXISTING ROW I,r,_ II III ) Ilill III I pi/ I / IIII` ,, TOE OF FILL �{ IIII / I{{ I DISTANCE142 TOE 0� /// / \'. /11%, I L 0 N9� Q O0C 0 //I I/// FILL!j / / L20 NI 0959 W 5500 .Ir//I, / 4600 _ _ - _ - - — _ VC 2000 N 382 O 13 SSD 72 } - ^ - - _ __ _ - 4600 x590 MDS Symmetric a Pa rob via 501 g w PROPOSED wCR 388 ROADWAY 4590 4580 - - - -- - - - - -- _ PROPOSED ACCESS PROFILE W u —.r 3P -TR - ___- VC c 3000 r EXIST GROUNDING 4560 4570 251+95 Pt Mold) 4570 260 00 261 CO 262 00 Pr nt Dote 3/9/201B O 0 O Sheet Revisions WELDCOUNIYcolo COLORADO ATKINS I6ol0Ata DA I. Pw�c 3a1/1113ms[terns ea F •103/221 Ms As Constructed WELD COUNTY ROAD 53 ACCESS ROAD PLAN AND PROFILES STA 251+85 RT Project No /Code Fne Nome WOR53DE5_PM_AccessOB_251+BSRt 6gn Dole Comments Intl N Re.. 99 ERCO]0-06J 20480 i'v +. IO 1 IRS nMnmm I A,t;r?]= ioml ]1e laa9 �' Hera Sca0 l 50 Vert Scam 110 Unl Informal an Unit Leader Dot via Rev aee Des9ner LOL EN -9R5] -SBA 31D N0 IBD00072 Detader LDL Nerrtvs No7mme P4 7v182B SheeQ Am5er Veld Sheet S boat ARPP Subset Sheets OB OF OB GENERAL NOTES xcept os shown in the plans, structure excavation ona backlill shall be in Accordance with M-206-1 for cost -in -place retaining walls. Structure excavation and bockfill shall be as shown on the plans, except shoring may De required for excavation adjacent to the existing roadway. Expansion joint material shall meet AASHTO Specification M213. A colored Structural Concrete Coating finish will be required as shown on the plans, on exposed concrete surfaces. StructuralCooting is to be Morocco! Building Systems in the following colors; "Apache" and "Good Earth". See typicorSection for rotation of colors. 'he following structural steel shall be AASHTO M270 Grade 36 (ASTM A709): expansion devices The following structural steel shall be AASHTO M270 Grade 50 (ASTM A709): bridge roiling and diaphragms. All bolts shall be 74" diameter, nigh strength, unless otherwise noted Leveling pads ore untommated bearings. They shall be cut or molded from AASHTO eiastomer grade 3, 4, or 5 os described in tables 705-1 and 705-2 with o durometer (shore "A") hardness of 60. Grade 60 reinforcing steel is required. Al reinforcing steel shall be epoxy coated unless otherwise noted. 9 Denotes non coated reinforcing steel All the provisions for bridge deck concrete shall also apply to approach slab concrete. An emergency deck construction joint may be located at the one quarter span point bock from a pier or abutment with respect to the direction of the deck placement. The following table gives the minimum lap splice length for epoxy coated reinforcing bars placed in accordance with subsection 602.06. These splice engths shall be increased by 252 for bars spaced at less than 6" on center or less than 3" of lateral cover. 3ar size #4 #5 iy6 /7 98 #9 #10 #11 Splice length for Class B or D concrete 2'-0" 2'-5" 2'-11" 3'-5" 3•-11" 4'-10" 5'-li" 7•-3" When the Contractor elects to substitute epoxy coated reinforcement reinforcing bars, the minimum lop splice shall be as described above. for Black The following table gives the minimum lop splice length for black reinforcing bars placed in accordance with Subsection 602.06. These splice lengths shall be increased by 252 for burs spaced of less than 6" on center or less than 3" of lateral cover_ gar size 94 #5 #6 $7 #8 #9 #10 #11 Splice length for Class B or 0 Concrete I'-6" l'-))" 2'-3" 2'-7" 3'-0" 3'-8" 4•-6.. 5.-5" 'he above splice lengths shall be increased by 202 for 3 bar bundles and 332 for 4 bar bundles. he Contractor shall be responsible for the stability of the structure during construction Structure number installation shall be mounted on the proposed bridge and match existing placement location. Stations, Elevations, and Dimensions contained in these plans ore calculated from o recent field survey. The Contractor shall verify all dependent dimensions in the field before ordering or fabricating any material. All longitudinal and transverse dimensions ore measured horizontally and include no correction for grade. All concrete cover shall be 2" unless noted otherwise The information shown on these plans concerning the type and location of underground utilities is not guaranteed to be accurate or all inclusive. The Contractor is responsible for making his own determination as to the type and location of underground utilities as may be necessary to 6void domoge thereto. The Contractor shall contact the Utility Notification Center of Colorado at 811 (I-800-922-1987) of least 3 days (2 days not including the day of notification) prior to any excavation or other earthwork. Permenent deck forms are required. Prestress deck forms ore optional. The potentialSulfate exposure to Concrete is Class I. DESIGN DATA Geotecnnicaldesign report, weld County Rood 53 over the South Platte River Bridge Replacement Project, Weld County, Colorado, doted August 8, 2017 AASHTO, Seventh Edition LRFD with current interims Design Method: Load and Resistance Factor Design Live Load: Dead Load: I -IL -93 (design truck or tandem, and design tone road) Assumes 36 lbs. per sq. ft. for bridge deck wearing surface Deck Forms: Assumes 5 lbs. per sq. ftfor permanent bridge deck forms Reinforced Concrete: Class 0 Concrete: Cc = 4,500 psi Reinforcing Steel: fy = 60,000 psi Caisson Concrete: Structural Steel: Class 82 Concrete: Reinforcing Steel: f'c fy 4,000 DS( 60,000 psi AASHTO M270 (ASTM A709) Grade 36 ty = 36,000 psi AASHTO M270 (ASTM A709) Grade 50 fy = 50,000 psi Precost prestressed concrete: Class PS concrete Cc = 10,000 psi f's 270,000 psi 8.F - Back Face E.F. - Each Face F F a Front Face Abut = Abutment HCL = Horizdntol Contra' Line Ea = Each SEISMIC DESIGN CRITERIA Earthquake Design Latitude Longitude - method: Uniform Lood Elastic Method 40.412° N 104.565° W AASHTO Spectrum for 72 PE in 75 years (1000yr Return Period) Period So (sec) (g) 0.0 0.047 PGA - Site Class B 0.2 0.106 Ss - Site Class 8 1 0 0.031 St - Site Class B Spectral Response Accelerations: As • Fpgo•PGA, SDs = Fa`Ss, and 501 - F vr51 Fpgo • 2.50, Fa 2 50, r = 3.50 Period So (sec) (g) 0.0 0 1199 As - Site Cross E 0.2 0.2659 SDs - Site Class E I 0 0.108q SDI - Site Class Operational Class: Seismic Zone or Seismic Design Category: Response Modification Factors: R•Foctor: 10 (Multiple Column Bents), R-cactor: 0 8 lone- 1 or Category= A (Connections) INDEX OF DRAWINGS B01 General Information 902 Summary of Quantities 803 General Layout (Sheet 1 of 2) 804 GeneralLayout (Sheet 2 of 2) 905 Typical Section 906 Engineering Geology 507 Geology Sheet Legend and Notes 808 Bridge Hydraulic Information (Sheet I of 2) 809 Bridge Hydraulic information (Sheet 2 of 2) B10 Construction Loyout (Sheet I of 4) 811 Construction Layout (Sheet 2 of 4) 812 Construction Layout (Sheet 3 of 4) 613 Construction Layout (Sheet 4 of 4) 814 Foundation Layout (Sheet I of 3) 815 Foundation Layout (Sheet 2 of 3) 816 Foundation Layout (Sheet 3 of 3) 817 Abutment 1 818 Abutment 6 819 Abutment Details (Sheet 1 of 2) B20 Abutment Details (Sheet 2 of 2) 821 Wingwalls 822 Piers 2, 4 & 5 B23 Pier 3 524 Pier Details (Sheet 1 of 2) 925 Pier Details (Sheet 2 of 2) 826 Piers 2 4 & 5 Diaphragm B27 Pier 3 Diaphragm B28 Bearing Device Type I B29 Superstructure Section 930 Superstructure Plan (Sheet 1 of 2) 831 Superstructure Plan (Sheet 2 of 2) 832 Precast Panel Deck Farm (Sheet I of 2) 933 Precast PonelDeck Farm (Sheet 2 of 2) 834 Prestressed Concrete 8T Girder (Sheet I of 2) B35 Prestressed Concrete 8T Girder (Sheet 2 of 2) B36 Bridge Roil Type 10M (Sheet 1 of 2) B37 Bridge Roil Type 10M (Sheet 2 of 2) B38 Approach Slob 839 Cofferdam Details 840 Bridge Expansion Device (0-4 Inch) (Sheet I of 2) 841 Bridge Expansion Device (0-4 Inch) (Sheet 2 of 2) 542 Excavation and Backfill 943 Structure Bockfin (Flaw -Fin) BRIDGE DESCRIPTION 5 -span (140'-0" each) Bridge, Concrete slob and Prestressed Concrete 8T Girders Weld County Road 53 over South Platte River 31'-0" Roadway Curb to Curb, 60°00'00" Skew Bridge Rail Type 101.1 Section or Detail Identification cm s. Cross Reference Drawing Number f blank or dash, reference is to same sheet) 'rent Date: 1/24/2018 • le Nome: 4 I 9998RG_ GenlnfoOl dgn Scale: Unit information Unit Leader Initias BID NO 18000072 0 C O Sheet Revisions Date: .:err^'•-e�•s WELD COUNTY cot °R Al I ATKINS S 3epart•nen: at at *Can ;ill H Steel Geela, CO 80631 Phone: (9101 356.4000 460101C 91va Site 700 Omer, CD 80237 Phone: 303/221.12)`, r a4: 303/221-1276 As Constructed No Revisions: WELD COUNTY ROAD 53 GENERAL INFORMATION Project No./Code ERCD30-067-20480 Revised: void: Designer: S Boles Structure Detoiler: J. Persson Numbers EM -8R53 -58A Sheet Subset: Bridge Subset Sheets: 801 of 43 9,59109444828 SUMMARY OF QUANTITIES ITEM NO DESCRIPTION UNIT SUPER STRUCTURE ABUT 1 PIER 2 PIER 3 PIER 4 PIER 5 ABUT 6 APPROACH 5LM CONTINGENCY (DIRECTED BY THE ENGINEER) TOTH. 202 00400 REMOVAL OF BRIDGE EA 1 I 206 00000 STRUCTURE EXCAVATION CY 334 338 299 299 1.270 206 00065 STRUCTURE BACKFILL (FLOW FILL) (WELD COUNTY MIX) CY 213 213 23 449 206 00200 STRUCTURE BA:NFILL (CLASS 2) CY 72 Ill 138 103 102 72 631 206 00510 FILTER MATERIAL (CLASS A) CY 334 14 14 14 14 234 623 206 01500 COFFERDAM SF 1,557 1.550 1,372 1,369 5,848 403 43751 HUT MIX ASPHALT (GRADING SX)(100)(PC 64 281 TON 357 19 376 420 00115 GEDTEXTILE (DRAINAGE)(SPECIAL) SY _ 1,395 68 68 68 68 984 2,650 502 11489 PILE TIP EA 7 12 12 12 12 7 62 502 14102 STEEL PILING (HP Il 102) LF _ 716 1,173 1,226 1,177 1.122 III 6,125 506 00218 RIP RAP (IX INCH) CY 1,210 679 95 1,984 506 00226 RIP RAP (24 INCH) CY III III III III 23 467 506 00418 SOIL RIP RAP (18 INCH) CY 377 550 47 974 512 00101 BEADING DEVICE (TYPE I) EA _ _ 6 6 513 00690 BRIDGE DRAIN (SPECIAL) EA 22 _ _ _ _ 22 515 00120 WATERPROOFING MEMBRANE SY 2.167 119 2.306 510 01004 BRIOGE EXPANSION DEVICE (0 4 INCH) LF 36 72 10B 601 03040 CONCRETE CLASS 0 (BRIDGE) CY 697 63 174 167 181 184 63 68 1.596 601 40300 STRUCTURAL CONCRETE COATING SY 3,280 3,280 602 00020 REINFORCING STEEL (EPDXY COATED) LB 219.148 10,107 35,025 35,096 35,557 35,752 10,107 13,055 393,847 606 11030 BRIDGE RAIL TYPE IOU LF 1,499 1,499 613 00200 2 INCH ELECTRICAL CONDUIT LF 2.998 2,998 618 00184 PRESTRESSED CONCRETE I(BT841 LF 2.091 2,091 700 70427 F/A STEEL PILING FA 025 025 025 025 1 700 70429 F/A PILE CUTOFF FA 0 25 0 25 0 25 0 25 1 Pr nl Dale 3/8/2018 Q = = Sheet Revlslons WELD COUNTY COLORADO A 4V ATKINS 0.1 700OTC M,e s]7 Non 3011th TT)5 As Constructed WELD COUNTY ROAD 53 SUMMARY OF QUANTITIES Project No /Code Fle Nome 41999.6_6 m0 44101 agn Dole Comments In l NO Rewso s ERCOJO 06] 20460 '' °Im eb t'P er ea. '.7}]ei•-'_}L.. Ns I A 60611 `Sfl r �• a 1]68,000 f"?, 'V Scale U t I le melon Unl Le A I l4(0 Re sea Des9ner S Boles NO t _ - EM BRSJ 560 80 NO 18000072 D<ta l< J Pe assn N m6e s l e 0A TOAD CI, 53 13O133 -3q SI,^3a ,3, "se Beg Brdge - •- B F Abut 1 5ta 119+15 39 .sroT(Ty0) r Abutment Ora n Se -e"r-. beet sheet 943 E( stag Telephone //{ \\ l __ l // ated it, Centurbe y o4)��/ `\ Oyu—f_F0I__FO___FO— FO—}—f0�—[V,FO==FO�/�rO---F:ii:°=:: —f—--FB iT=—e.ngFfOpnPT— fo---D---Tg`1j\—r1 / / fE�(ip emam n Ploce) \ \ , / / __r___ON___E___Gy___c___(y1___E ___�___cE Abut1� L 1 / - i / -- r • • , ;IL V/� op �I ____15e//// ` 0 0• Catlerd0Local an (Typ) 1 I,n 11 ADO Per J r / `� • Sto 121+9883 '--- - 5la 1105683 f��rr//t 120100 E zt 9 Telephone Ta be Relocated .NB 1918 E 125*00 ( o 94 Q Ul Qn J1 son (levee w +r///rope mute 1p —�2 �/ cob.a� T�� / a' \o-z,�r -? Ls al R' / — r� `7 9O — r — `-/= �'r� —,� — —v- — � r /— ////- / ) E sing Ooe eod Electric/ELBA t (To semen m place) • Ind tales peal al m m m e tcd clearance I 5'/ 4620 B F Abut 1—i ( Bog Abut I 4500 .580 45401 140 0 spa I C Per El 4604 65-. I 702 10'/ (B F Aput 1 to B F Proposed Grade 140 0 Span 2 6) Per 3—I El 460586— pons on Ja nt 140 0 Span 3 Os (Beyond) Sleeiirog/ 31___________________ SE 45916 (IBA 00c )' Fnshed Grade/ E•sl rig Ground O prop (24 hl (Typ 120'00 a. Chord El 4596 41 121 00 SFCTION (Taken No q MCI. WCA 53) 22 00 `\\\100 yr Scour 500 yr Sow 1200 LEi 1 D Abutment and Per Scour protected by Rplop 2 For Colle dam details see subset sheet B39 0 4620 N 600 f1 j4500 n W 2 4560 • X4540 KEY NOTES A a la ed Freebapld = '/ Requvetl Freebae tl 4 -0 Prat Dote 3/0/2018 F le Name 41999BRC_CenLaye tO1 2910 Scale I . 40 0 Unl Into mate Umt Leade totals 310 NO 18000001 Sheet Revisions Date Comments In t WELD COUNTY rotoswoo •Ir;_ exlsai lCs.em. Dees), 10 90111 .okr19M1114 Imo ATKINS moots Oxi. Sule MO Ouse 01 80237 Rae 0000/001 tin la3/12t SOS As Constructed No Rens ons WELD COUNTY ROAD 53 GENERAL LAYOUT SHEET 1 OF 2 Project No /Code ERC030 067 20480 Reseed Des er S Bales Oeto le J Pe sea Sheet Subset Badge vad „tuuclu el _ mhers Subset Vests 803 at 43 EM -0853 58A sh%PTr5m44,a2s 4620 4600 / // ( Beg Abut /// 4,0 mate / //// IIIILmIs of NP op (18 nch) Mill N —5ta 123+3683 HCL WCR 57 1201 f / _ tin W 0 / w // S / / r/ / // / r/ CI QE st ng Teleph� (�I/ Fo -c7duyLf�_ —VD ---FO---rO---rO---rO---FO /2220 ,I_ �1� _ Es sting Fiber tSj i/ // P~M1Li90JL_=E0==F0-=-L��-,nt-_-',71a__--_- _-- (To r<ma n n plate) llll / 1 — — - 111/j T c ( --cN---e---D"T--F---ol---E---E"---PLAN—o'---E---c"—uW/t-c l'-'}''C---LA1---'---'---'---'-- ' 21 ® InCCutes pant of 4)n mum vent ca deo 0 ce s 1 el N N 217171 4580 W z S 4560 4540 140 0 SPan 31 ( Per 4 /EI 4605 86 / Ro Gel nern8.41)� / 702 10/ (B F Abut 1 to B F Abut 6) 0 0 Span Proposed Crude) (war 5 — El 4604 65 140 0 Span 5 5'/ (Bg 017 I Abut 14602 8) __JelerF 0100 y WSE 459163/ E slog Cround 1,2622 Cra28' Ii5 e4 " ($4RJ,73) (Typ 1 124 00 Foot ng (Typ) 125 00 9FMTION (Taken Along HQ WCR 53) � 'a 300 y slaw (1 n) 500 y Scour 12fi 00 (Be9YO e) `SiY IPlnq 4620 600 4560 x560 4540 zer KEY NOTES 0 1 A 4104)2 Frem00/2 Reau ed Freeboard 4 0 NOTE• 1 Abutment and p e scour p olected by prop 2 For Cofferdam delals see subset sheet 835 PROFILE GRADE DIAGRAM Token Along PCL WCR 53 No Scale Pr nl Dote 3/8/2018 rle Nome 419998RC_Ce Layoul02 dg Scale 140 U I Info mat on U t Leader Ire/ Is 510 NO 18000072 Sheet Revisions Date Comments In l WELD COUNTY cot °nano = a rz1r:11 224 __�1 0/'kr IO 80611 ��.f'�`r,=i° Ig2pu3r 2014 ATKINS 4601 Inc In.e 9023) Ana 103/221 2225 ..301/221 2276 As Constructed No Rees ans WELD COUNTY ROAD 53 GENERAL LAYOUT SHEET 2 OF 2 Project No /Code ERC030-062 20480 Re led 0es goer S Boles Celaler J Pe sson Sheet Subset 8 dee vod 514)22:I _ Subset Sheets 804 of 43 EN B853 58A 55 6Nulnbgr828 HCL WCR 53- 40-0 31 0 l to Out Proposed Grade REVEAL OETAII Scott PQ I 0 1 15 6 IS 6 • 12 0 Lome NemeiangrYTrIi' zL 1 �PGL 12 -0 Lone 2x o 2 sled 76 4N 4e =,re„ed r:� 2 Spa 0 11 0 22 4 6 16 Bread R04 Type IOU (TYp 1 (2) 2 o Elect cot Candul (Fuca a Use) (TYp ) 1_T o sl nemol eq ( be Meng B dge /4 Reveal (Typ ) TYPICAL SECTION Sloe I. I 0 (boob nq Slat on Mead) (Taken normollo HCL) 7.-HP14e102 Steel Pdng (Pep) NOTFQ I Tooled or amler 3/4 )o nt n br der 110 -0 ma placed between posts See subset sheet B36 for more Marmot on KEYNOTES OSI u dlemtum e, eve , g de ca bn 7 l0% m oat m dipon B 2lA Ot � a/ bear ng Lints of Tbarocoot Puking Systems Structu of Concrete Coot s dpoMe /poly to eu b 66E averho g p cops pe eo am , a e .ng.00, etc 1 D bolo. l ,nee q aae CLln9 o16eed Eoahieuldmq Systemsrn SI uct ICo sha.n apply tegreens as Print Date 1/24/2018 F. Nome 4I999BRG_TypSecOl dg Scale As Noted lint Intermotan Urn Leader I tats Sheet Revisions Date Comment, 31050 18000072 O WELD COUNTY COLORADO RZ I Cloy er net eels CreemRam 9ACO � 111 4. C ATKINS eot Om sate 70:1 Omen 0160237 Prow. 3O1/28 r SOJ/l t 1215 As Constructed No Re sons WELD COUNTY ROAD 53 TYPICAL SECTION Project No /Code ERC030 067 20480 Reused Devgne Delaler J Persson Sheet Subset endge S Boles Void „luuct4 _ 0266., _ Subset Sheets 805 of 43 EN BR53 586 shggo6JS'nz501828 .- , r' SW -09 __- '1M0 :.--`i, — - 190 - - ar ( �- 10100--l-- T, 4r'e.� _ ,.•ya` - _F—� I 'ew« /l L-- —Ew I-_ _ 1 _ D -,---1 1 1— _I, -U �; r r \ \\ I — \ r, ...-....7 /' _ --i._ .='- _!� / __-___ _- - -_ -__ —__ �y ( �'\_\\\ J/ /______ / ,> \ ( ) / / SW SW 08 SW -09 SW -10 (Pre) (Prof 184 E) (Prof 166 E) (Prof 05 w) -11 SW -12 300 W) (PrO) 296 W) ( 4600 - ---------I--------------I----- ------ - - 4580 4560 4540- 4520 — 4500-- 4480— 4460 — 4440 - --_ - _ - _-ui n%z0 ----- sw _ a ON6-vr _ \ 02 08 z.- "=.7_-_-7L-L.\ zl0 EXISTING 13 GROUND LINE - ' _ zv oe -- n ° _ ewerear Lve — — 17 I ' ' _ _ aA.sT 0210-T7 - sN — orE --_.-- e n e4 s �f=r _ 0.00 sue . 02 re -10 __-- _aft _ _ sn 10 17 - _ _ _ — I -..._, - - _----_,_ — — - - - _ _._ cx - - - ---_ DA.sre L. 03-13-n — 0 _ = ura An,c� s.es - _ _ ooss 20.4.5 ,as=— -o '°,3 u< I I I I I I - I I I I D3 -1a17 _ 11900 12000 12100 12200 12300 12400 I =Ili SHANNON 6WILSON, INC —• - aaNNra.L .Ne eN rNgN�aN..L aeN.eLT.NTa a a 0 ea Print Cate 1/25/2018 O Q Sheet Revisions WELD COUNTY COI ORADO -'. `' r�r r� wN uo slit seen rnun ri II otep.�C 19A1e5]o-lm0 yTy1 �'- ATKINS ,60101C ON Su, Oe m e0]]) Anne 05/]517575 r e30Vt2r Mb As Constructed WELD COUNTY ROAD 53 S PLATTE RIVER BRIDGE REPLACEMENT ENGINEERING GEOLOGY Project No /Code rte Nam 23I mug 002 GEM tlgn Dale Comae is In No Renz ans P ales, N m ee Haut Scale N/A Vert Scale As NOtetl U , Info moles U , Leatle I Ids Rensetl Des goer S fates so c, Cale 310 NO 1600W22 Q Deta le J Pe sso Nmbee I Val pa 51i S4.2PStal' r1828 Sheet Subset Dr lge 5 bsel Sheets BOe of a3 Dr .90.52.•,.21 1-03 9-002 ' a / r ' l j / SAMPLE DATA p 3 GRAINBRE ANALYSES' A71.3 RO LIMITS CORROSION I I / 0 1;, / } / % ! Nr I i '// ., -N / p f �� Yd/ / .- J _ ea,s'0 Sun v PI Oeail, (lees) v B 5 <2< f 0 _ a� V Y e O o S _ = J E _ v. _ . -er. P a _ 2 rj a • Y •- ` 46.0,,,' Top (sl (s) p) Is) (s) RI (5) (044 R) R) > 7 1 SW 13 SW03 u 50 111 s1/ 101 6 _ 15100 /76W I1 __ -0e SB b0 115 d A70 51 KI 85 A L 8 �-` - ---'-----.' 1 61Va5 -2 3t, ,AO ,206 2(18 1 IA a 695 11010 00„ � I 4' - _ - __ __ _- SWL6 100 SP Alalq ]I p ] I --- _ - - -- - - - -_-__-_ II'�/_ 87.9 410 MA HII, 6P A 1.10) 164 ]1 66 _ - _ _-_- 9W 10 S, ¢0 15 SP Ald ryl 148 1 el ® I`--- - - 0-- = _- -- ---� ----'�_ SW10 5.5 200 215 SW Al -0101 110 28 70 -12 0 / 1 3-7 COO 610 CL 1(3 m a 2J e '/ / ,> _ .1sw 43 a0 ffi5 d A.7 9 my m 39 I - SW.11 46 1350 ma n A74100 127 MO 45 16 29 L SW12 0-1 140 1,5 SP A14(0) -7__ _ - _ SW12 B3 u0 le, Alen 23 67 le NV W W I /3 �_ - - --- - - __ _ - -- SW. sa 1235 a¢9 0.3 60 1.303 .10 0-011 �• - __ _ - s<r 12 Si n4a 1119 n Aae� 156 u n a - - - _ _ _ -. SW13 4. $6 ea 68661 60 25 Tl _ _ __c __ _ _ ___ _ __ __ -- _ I .13 412 1850 585 d A78853) 36.0 97 71 9 n _ _ I "' -- - - - --- -- - _ _ - 6w❑ 4u 030 293 7a 720 10 61 0015 1 a SW 1J 416 690 905 SP Alan 16] 16 p I SW -13 SW 13 831 1160 1162 142 70 em 0®0001 (Prof 30 WI I SW13 422 24001poor,: 45 20 a I I - - _ _ NOG 200eltlelele0xes xe s<re clesCL to thon the No a Fnee asepartcles Pass ng 1/e S4 0 a the N° 2d0 s sport cies between the No 4 and _ _ - _ _ -- 4600 LEGEND L /-EXISTING GROBNOLINE I - SW - 4580 (Pax184 -08 —Des gnat on o, Bar n E) ^Pro,ected .14,,e and D ect an _ - - - - - Cl.G - - - - - - _ - ' _ Water. t the - 4560 T me 1 Diana g USCS/Racy SYmbol Moaned Gaue , a Bo ref So ^pie //' nd Penetr°t on ReMatonce 1j'/ Z I = I U I IBolcom I I - — - - - - - sc cLx - - - - - - — 4 SP ,o _II 1- — MI xu ,1 - Ss — 4540 4520 w / g of BOIN \A� 4500 02-08-17 BORING SOIL/ROCK Blows/Fool or Blows per Inches Dnren 44 —Slanaara PeneUal on Test Sample and Penet at ° Resistance n Blows/Foot or Blows per Inches Dr ven ta da a Penevat on Test xWaj14'44'6 Reis.. - Rample aped Penelra Dr Fool Blows a per Inches/Or ven —Date of Corral. en UNIT LEGEND I 1 I - -- - - - - - - - — - - aA re7¢�E\ 02-07 4 4 4 spls. - yy, , `w — 17 4480 ® Cu FAT CLAY El SW WELL GRADED SAND ® CL LEAN CLAY E GP POORLY GRADED GRAVEL 4460 ® SN SILTY 50100 ® SP SN POORLY GRADED 5440 WITH SILT ® SC SANDY CLAY NOTES I THIS SUBSURFACE PROFILE IS GENERALIZED FROM © SP POORLY CROWED SAND MATERIALS OBSERVED IN BORINGS VARIATIONS MAY EXIST 4440 BETWEEN PROFILE AND ACTUAL CONDITIONS _lli12500 12600 12700 12800 0 SANDSTONE 2 400IRION7J_ LABORATORY DATA AO GEOTECHNICAL SHANNON F0WILSONBING ® CLAYSTONE INFORMATION PgOICAL IN SHANNON 4 WILSON ANC ocoTccxxlcnl 4wo exrl caw VLTnx7e DRAFT GEOTECHNICA DESIGN REPORT GATED APRIL 14 2017 a a a Prot Date 1/25/2018 O Sheet Revisions WELD COUNTY L'''''' D ATKINS M a mA I. )co .. CO 6037 Pecaw4217795 n 1017775 As Constructed WELD COUNTY ROAD 53 S PLATTE RIVER BRIDGE REPLACEMENT GEOLOGY SHEET LEGEND AND NOTES Project No /Code Fie Nome 23 1 014. 002 GE02 dg Date Comments Inc No Ren sans h �' 's' sw" 1 6,,,, !Y —H o..e. m emn •":' R;' r' jl• P..;.T A131640b0 �pj""'c- _ Harz Scale N/A Vert Scale A5 Noted P °!°°' Na4Oe1 Una Informal on Una Leade latals O Rewsed 0045 er s ernes str du e Cade 11D NO 1BOOm72 O O Detale J Perris Numbers Vad SI4.2"P;44828 Sheet Sob9et Br age Subset S.. 007 of 43 a o . F „ 10315 „ Ny.,.w SECTION ALONG CENTERLINE DF WCR 53 PLAN VIEW FOR PROPOSED WCR 53 NOTE SECTION SHOWN LEFT TO RICHT LOOKING DOWNSTREAM-_ - - WATER SURFACE ELEVATIONS TAKEN FROM UPSTREAM BRIDGE FACE (%S SEM) BRIDGE OVER THE SOUTH PI ATTE RIVER FLOOD FREOUENCYCURVE 9 4640 I I 4640 a9 A- iiT:`!','Flin+j - ? ,,�'�P ^=� .r 4 tame WILE 1 20 d , � �. ,f AAA--��_�. �� ` fi'q tl�" r%- ,v, `!'� , - ) t 20 IVI "\)7 q , fY t 3 Y h` tq Il.Tr comp coma F I, HED 4 it Ia %�� t :RXs(I1, ', �tV - 4620 Y y` 1I `(7 yaomo 4620 500 YR 4594]- WSEL PROPp'ED STPUC BRIDE URE E%SiTNG OR rUNOIamq s i\`„l IER ff rf -‘2'h f\ c re----;::,- asamo i ABUT 200 YR 459341 SEL AN 1 l" `SLnER� t 1� I '� 1^ )1,� � r `90„1 f„ �1 tic I to. -- _-- _ — ___ _ - ding_ ( v YR EL ' LnW GIRD r 4600 `, 1' )f C-, c fa- Im 103 500 Imo 4600 1100 59158 LILV 4b9. 4r IER 2 ,t N. ucvnio eaves Hnnl 7C,1t\ -- IlII I Ic` 1 —'—'-'IER P R 5 4I_IER 3�_ _\ ` a\+�\L pROPO5ED,Bec \ 4 *`vF `q �t : a y 14' \ "...� Pl d 1 4* --_ - - — STAGE DISCHARGE CURVE �1T %56029 496) I■frJ! ��-�!'� 1 1 i' \ sCT\\�S�v,S asys I 4580 PEED TON �� q� s / / • �7F AREA 4580 ��I C\,. ( \'3 e ; TING 6RIr a } j' ) 1 BE REMOVED ' I��, N It - (SEE Ds MS 2 4560 AL nF 2) Inre� yI � I 4560 �� o IIr1AI1•IR:/i -v' '• 'r'v� I� \ ^. • `T\ �+ P vsvv 3 3 I _-- _ _ __ _ I nEC-RAS SECTION a „y it 1-1.0.1. i((l ‘.;—).`"‘'h', - •�• i .1 )7 (' V. cru 1 x 2so 100 SC YR 200 Y' 500 Y' {540 LIN LINE IKE LINE 4540 smv n 15 OM vsam 56 m 0a “i40•1414)127400 OM mIm 126 00 125900 12400 123100 122,00 121-100 120-00 11900 11800 SOUTH PLATTE RIVER ALIGNMENT SCOUR ANALYSIS RESULTS COMPARISON OF HYDRAULICS 157411 4 -- OZ9 499 6572 9 941— 4600 Depth (ft)freeboard 145]0496— —8359 009 Scour Type 1100 -year zoo -year sco Year NEC RAS VI city land I2721.1p7�— — -- — — _ Contr.-UM)) 56 16 93 Required Maael IFVsI IN) Actual lU/s) MI _ _ — _ 4595 Pier 02 86 91 Ea soon 94 40 — - _ _ Left Abutment 63 65 04d Proposed 65 40 44 --Ii916nq) -- -- _ - - 4590 Right Abutment 12.5 11] 146 11:06 r t _� FCENO 4s's CHANNEL DESCRIPTION -- ' - 500 YR WSEL - - 200 YR WSEL Bottom Noter al Cones ve ❑ Non -Cones e Bottom Voter. Sipe - Cloy ❑ S It El and ® Gravel 0 Cobbles ❑ Other 45'0 SCALE 1 1000 (H) 1 (0 (V) - _ ------- ___- __---_ El CF ISTINGJ OUNO 7 �' - — - 100 YR WSEL - 50 YR WSEL 10 re WSEL Stream Farm Straight0 Meander nq 0 Braided E Form rd,4r4 MakinDebrags n Far Design Channel= 0035 Overbooks 006 oe6rs Bruen®Trees/lags ® Ice 0 Other 4575 Droinage Kea 9660 sq mi 0 Iwo 1600 3400 3200 4000 4800 5600 6400 7200 8000 Print Dote 1/24/2018 p Q = Q Sheet Revisions WELD COUNTY COLORADO i+ _P aux SV lei"'"""" '1 i 1,`-, K—=9_' pin 03'0 q '� PFaF. lstou5e11m L 01 MI Olt M.e Sn A0 MD c le 03/721 7275 F v103/1217276 As As Constructed WELD COUNTY ROAD 53 BRIDGE HYDRAULIC INFORMATION SHEET 1 OF 2 Project No /Code Fle Name wCR53DE5_HYDR BHI51 clan Data Camme le In ERGO}006720!80 "°"`""°' Seale U II Informal on Unl Leader In tors Re sea Des* er LOR 51( ct re EM B453 586 Delaller MPT N cob s 310 NO 18000372 Va 4 c SIr t gmber828 Sheet 5 nset Br dee 1 5 e 15Heets BOB of 4] -_ - '-'�Ti»'�� - PLAN I VIEW FOR PROPOSED WCR 53 BRIDGE - - =+�""";mil` - OVFR THE SOUTH PLATTE RIVER '/� — — T'� _ ,. RIPRAP LAYOUT •.;`��•• -__Vii, ' 5J .w. ER RIREFERENCE L E (UR,4� GUIDEBANN ... UPPER `,•„.. �� URL ELEV 4 4 4 59] 55i AREA/OF EXCAVATION ...... PgpPp5E0 ROW r2 DUE TO PIER INSTALLATION -- PIER SCOUR PROTECTION /��/��•� �_� / _,_ UPPER RIPRM REFERENCE LINE (URL) URL ELEV - 4593 55 PROPOSED MICR 53 BRIDGE 14 � 1 �r ABUTMENT 1 PIER 1 PIER J PIER 4- — _ — r �� A7/F/i ':r�• sue' LOWER RIPRAP REFERENCE LINE (LPL) 1 - = - _ __ PIER 5 LRL ELEV - 457450 \ _ _ J `--EXISTING WEB 53 BRIDGE SOIL RIPRAP LIMIT - . - -~_ - ILL RIPRAP ABOVE ELEV 458631 �l _ r Y (TO BE REMOVED) .a - - ,(I• - .- SHALL BE SOIL R[ RM - L ,r ` P 1 '-` LOWER RIPRAP RERIflELEV L14573R32 TO REwNN _ _ , _ �� f',./' 4'r''^`'i•'"• �' RIPRAP LIMITS TART F NOTE AIRAP SWALE TOM THE INVERT EMBANKMENTPROTECTORLSEOM RTOME aV ) 0 r, Number Northing EartinB Elevation SOUTHPLATTERIVER EE ,J DRAINAGE DETAILS 6E g� I �X 1 t]---'--.'-'-=---.:-'� " I 60 I - O 394122.96 26159519 4593.55 _ - _ _ RIPRAP SOIL RLIMIT '— ----.7---' 2 39411167 26159950 4589.77 EXISTING GROUND ELEV „ 3 394101254 261611.35 458865 557CCALLI BE SOILPRAPDRIPRA..-,E RIPRAP (ELEVATION VARIES) 4 39417605 261699.22 458450 050-24 ABUTMENT 5 39416184 261979733 458450 } 7 ABUTMENT — _ UPPER RIPRM REFERENCE LINE (URL) 6 394183.93 261548.38 4593.55 UPPER 7 J SEE PLAN VIEW 7 391243.73 26151707 458450 2 0 RIPRM REFERENCE LINE (URL) GEOTEXTILE SEE PLAN VIEW (OSPEL 2 0 8 394226664 26151483 4584.50 V ALI SOIL RIPRAP LIMITS TOP OF RIPRAP SOIL RIPRM LIMITS 2 `� • IPRIB 9 3942/1133 26151709 459355 ^ �• • �I RIPRAP •.��♦ I- ELEVATION VARIES 050 OHW •O�1 10 39420673 26146779 458551 OHW D50 - 16 7 - 7 170 r n 11 3919752 26168275 459755 X40 _. pO ]2 396418112 36150275 459355 • _ _ • p^ j FIITERMATERIAL ,n . �• off • + � 21 13 39487257 261(9793 459178 21 .�OO• 11 (CLASS AI 11 p 14 39498116 26168327 459235 ♦,, a/ (MIN 6 1 15 39489162 26166566 454355 11 1_� 120 TOP OF PIER 16 39461717 26166257 457132 ELEVATION VARIES FILTER MATERIAL FILTER MATERIAL (CLASS A) 17 394942.49 26165296 4578.32 (CLASS A) PIER SCOUT PROTECTION (MIN 6l 10 39497369 2616924 4591% GEDTEXTILE MIN a ) 5 LOWER RIPRM REFERENCE LINE (LRL) GEOTESTILE Not`' (DRAINAGE) ]9 39687169 76158731 457832 (DRAINAGE) SEE PLAN VIEW (SPECIAL) LOWER RIPRAP REFERENCE LINE (CAL) I Abutment Scour Section Shown Normal To The Slope From The (SPECIAL) 20 39488556 26159452 ,(571,32 SEE PLAN VIEW Stal on And Offset Pont Shpm In The Rprap Lm Is Table 21 39689111 26161837 499155 2 Field A4ry,tm<nt Of The Rprap ThmIn«4 And Shape From The SRIITH ARIITMFNT SCOUR PROTECTION Dela Take Into TGround TPIonhe 22 39495302 26158107 4588.10 Bank Proteccal E str,g t on 7 And Proposed Shown Ono a The Nis NORTH ABUTMENT SCOUR PROTECTION 23 394943.3 261598.75 459346 } sa lR�rep io Be Placed bare The OHW Elevat on See Sol 24 3949391 26161185 459900 NTS Rprap talon DETAILS Suhaet Sheet 0l ELEVATIONS SHOWN ARE BA6EDONTHETOPOFIBPRAP TYPICAL RIPRAP ABUTMENT & PIER SCOUR PROTECTION DETAILS Pr nl Date 1/24/2018 Sheet Revisions COUNTY COLORADO ILT. ^, r7 Iteoaeran of Pak aria Street 44.`'.—, 6�ars.A( luL�j4 bml154+fop n /.4n ATKINS Or site Ao� .' 60212 F =mans Irt7673 As Constructed WELD COUNTY ROAD 53 BRIDGE HYDRAULIC INFORMATION SHEET 2 OF 2 Project No /Code File Nome WLR5]OES_HYDR BHIS2 dqn Dole Comments Ina No flews ens Scale ERCO}0-06720{BO O Unn Informal an On Leode Int Ns Q Revised Des LER Structure) ER BRS}_580 31D NO 18000W2 1:=1 Deta4ar wPT lWnwera Vera y5 SH..'N'''..F 26 O Sheet S b,et 811794 svo”, 54.41! 009 of 43 x 744 0 (E a of Wassail A to End of SnortIIC) 755 3 Lmts of Brdge Rpd Type ION Brdge Re IT IOM 0 4 E pens "' - -- -- 245 0 Phase I Deck Placement Post Spat ng 2 6 102 6 BO 0 Deck Ora Spacnq 23 1% I 140 0 140 0 — I termed ate I 31 6% 2 EC, Spa 0 34 8'/ 69 5% 37 10% I 31 3 co a O cobrogm SP. SP Wmg.ail A\ I /C Bea ng Abut I / 1 le eSate O�amn eqm (Teo) 4 B4 Brig / //L1\_Q P<r 2 �p qi 0 y _ } ! m a m e m q B11 415 1 4 m m m \ I ,�� Yy Ste 119h15 ]9 , ( � p 7 /t ii NCL WCR 53 120400 N0 1916E // - / y 7 ,h ,'// N y r r 0 MMATCHLINE STA 120- `6{ no no /,/ 4 J n Oe c/ B age Oec4 0 an (Typ ) ,//4, N, s n//rr r Per 2 i /� m s<I street 879 m m m '.h m m m/ h' Sta 120456 83 0 r m m m m m m ,, W ngw!IlOI� / 37 10 2E 5 o O 34 8 69 5 3I 6 / 37 7/e ell termed at 24 I0%s I 140 0 I /I 140 0 SGccr 9gm 1 lE 19 0 4 6 I 100 6 / 80 0 Deck Oro Sp. q 73 Spa 0 10 0 730 0 Brdge Re I Type ION 755 3 Loots of B Woe Rol Type ION Post 5pocng 748 0 (End a1 Wng.all B to Wna.011 D) CONSTRUCTION I AYOUT NOTES, 1 2 m Elect/ calco dul sha praleet 2 0 Ol ends 2 For Br age RS Type 104 deta is see subset sheets B36 & 037 3 Dm shown a measured h zoology and do not reflect veil cal chooses dueto gradeor terrain 4 Br dge Ro l ire ICU Post Spec ng mean red along bock lane pr as 5 Tool or chamfer % to t n br dge rot of 10 0 two placed between posts See subset Sheet 036 for more nlormptuon 6 Nlernale a k placeme t sequencing may be submitted to engineer for approval Prat Date 1/26/2018 F le Name 419998RD_CanslLay01 dg Stale /s 1 0 U t IS m tan Unit Leads Ind als 312 NO 1800[072 Sheet Revlslons Dote Comments WELD COUNTY coo 00Ano �tst Iel sLi der CO sa631 R..-(sm13e4 5000 ATKINS 000 art 340/541 Jos r 300/46 nn As Constructed No Revs one WELD COUNTY ROAD 53 CONSTRUCTION LAYOUT SHEET 1 OF 4 Project No /Code ERC030 067 00480 Re sed Des goer S Bates Octa ter ,I Pe eson Sheet S beet Br age vo a fit mtwm l _ N bns _ Subset Sheets 810 of 43 EN 6053-505 Shegt150. 1,[0828 o -4.-_4Z 748 0 (End of Wnq.oll A la End of Wnq.all C) B else Red 755 3 Lm1s al B doe Rod Type ION TYPe ION 73 Spa O 10 0 - 730-0 Pastspan g 745 0 Phase 1 Deck Raceme 710 0 Phase 3 Deck Placement Deck Dian BO 0 60 0 60-0 45 0 45 0 Spec g I 0 0 40 0 Inic med pie 31 3 1 2 Es Spa 0 34 5'/s - 68 10'/ 37 71/ 31 3 I 2 Eq Spo 0 34 5'/ 68 101/4 0 aph agm Spacing e m m Inlermed at: Paph ogre (Top ) m m �m B4 B 9 �E. Per 3 //`� M erg MATCHLINE STA 120+81 121400 . \1Is HCL NCR 53 O m m y 'V'Y• . III e77 p ) ; 2p tir NB 191fiEa m . . m E Rer 3 21 LINE 0 m m m m ri m mm _ i r Sta 121+9663 _ (ygnso_eWce_ N m 37 71/ 2 Eq Spo 0 34 51/2 68 101/ m m / 31 3 / m m 37 7/ m m m m 2 Eq Spa 0 34 51/ a m 68 10'/ el In ermedale 140 0 140 0 Diaphragm Sp.. BO 0 60 0 60 0 I 45 0 45 0 Deck Oran Spacnq 73 Spa O 10 -0 - 730 0 Br doe Rat Type ION 755 3 L,nis of Br doe RaOTyp< ION Rost Spacnq 748 0 (End of W q.afB to End of Wnq.allDl CONSTRUCTION LAYOUT NOTES 1 See notes a s Sset sheet R10 Pr nt Dote 1/24/2018 O Q C Q Sheet Revisions � COUNTYcol anwoo /0TKIMS Sums 455 CO 7J7 cppo/ssl nn Te.3a3RN TM As Constructed WELD COUNTY ROAD 53 CONSTRUCTION 2 OF LAYOUT Project No /Code Tae Name 41999BRC_CanstLay02 dgn Date comment, mt No Rees ans I)4 u.nt I .eb I IfP5��'•�: Oks la d06ll Y4rJ_y' r: j' 19A1336 40pp ' 14a� ERC030 057 20480 Scale /5 1 -0 “mt Info mot on 1,1 Leade Iml els Remsed Deagne, SBales 61 claret EN BR53 58fi 210801800m72 Delale JPersson Nlneers vo d S4n542141'"28 Sheet S.., Br dge STOW SIC. BII of 43 748 0 (End of Wnq.all A la End al Wnq.allC) c==-1--4---..'mY 755 3 L mts of Bridge Rai Type IOU Br doe Ral Tye. IOU 73 Spa 0 10 -0 730-0 Past Spacnq 210 0 Phase 3 Deck Placement 245 0 Phase 2 Deck Plocemenl Deck Oran 45 0 60 0 00 0 BO 0 Spec nq 140 0 140 0 I Inlermed ate 2 Eq SP. O 34 5/ 37 71/431 3 2 Eq Spa 0 34 5% . 6e 10'/ I 37 7'1% O hraghl Spapacng 68 10'/ t B4 B 9 f ------Z Per 1 �V/�C M Brq Intern,. ale D colt Inn(T1p ) 85 — 9 r MATCHLINE STA 122+80 m m 123+00 1 � m• 'h .M y7 ' // 0 HCL WCR 5] �/ I HI I. m m 124+00 m �_- 1-1 I I m STA 124+6C c. ©a B / Q_Pert i oroi N 19'16' E Br dge Deck Cron ((pp) 7y �i 7 /// 'p Sla 12]+36 8] IB m' e m m •m •m m Im — 0 m m m m 2 Eq Spa 0 m / / 7 31 3 m 37 7'/ a Eq Spa 0 34 5/e - 68 10'/ 31 3 m Intermed ale 34 5'/s 68 10'/ 140 0 140 0 0aPhragm Spac^q 45 0 50 0 60 0 BO 0 Deck D a Spmc q 73 Spa 0 10 0 73 0 8 ldge Rae Type IOU 755 3 1 snits of B doe Ra I Type IOU Post Spac:g 748 0 (End of W q.ollf to End of Wna.auo) CONSTRUCTION LAYOUT NOTES 1 See atea an s bset sheet MO Prot Date 1/24/2018 p C O Sheet Revisions WELD COUNTY(.o(oanDo ° °/s. °il0515,1 ).%� =t Si 6eks p0 6M11 i 1 (sA13M g00 Yi m>•5. ATKINS seaIOI�[ 9'A Plena 362x, ≥}75 re bYtal 7an As Constructed WELD COUNTY ROAD 53 CONSTRUCTION LAYOUT SHEET 3 OF 4 Project No /Code rle Rome 41999BRC_Co stLar03 don Dole Comments 1 t "° haa,a a+s ERC030 067 20480 scale /4 1 0 Re sa d Des finer S Boles St cl el EN 8R53 584 Owl Into mot tint Lead I:t al Oetaler d Pe „is R:be s SID NO 10072 Pa e51 7828 sheen Smq er Vd d Sheet S beet Bridge 5 bsel Sleets 812 0l 43 cst.5-4--EE"..z 748-0 (End of 809.00 A to End of Wng.,SE) 755 3 Loots al Br doe Rat -1220e IOU Br dqe Rd Type IOM 73 Spam 10 0 730 0 9 0 I 11� Past SPac ng 245 0 Pease 2 Deck Placement Deck Oren Spap nq 80 0 100 6 4 6 140 0 140 0 I 24 10 Interned ale 37 7'/e 31 6% 2 Es Spa 0 34 81/ 69 5% 37 10% I D ochlragm Spacng — C 0 Brg\//� / P<5 M Brq E Bearng Abut 6-\ / // /Wng.allC Out to Out 66, II II0 p61 O s m , y.e m m m • m m m m m •m e m m em -CHLINE STA 124] / H / '''3 g 00 i // ' Typ? 125+00 H H', Br dge Deck 0 an (Typ ) HEL VIER 53`\ I l i I N8 1916E I / 126100 / �/ n// A, % .//fir H I O r/�/' Pet 5 I v / B / G Mut fi ] o / Sto 124+76 83 Sta 126+18 27 / / / / /0 m m m m m m / / // m m m m q m _ G / 4 E ...an !Berta Inlermed ate rc / 31 3 37 10% Ile med ate O ap agm (Typ }� 2 Eq Spam 34 BI/ fig 5% 31 64 nq.an0 O aphragm Spacing 140 0 140 0 23 1% Deck Oran Space. 80 0 102 6 2 6 8 dIe IOU 73 SP. m 10 0 730-0 9 0 3y, acdigype 755 3 Lmis of Br doc Rat Type IOU 748-0 (End of Wnq.ollB to End of Wnq.oll0) CONSTRUCTION LAYOUT ) NOTES 1 see notes on subset sheet BI0 Pr. Dote 1/24/2018 Q Sheet ReW8lons WELD COUNTY co1.oRAno FE— �---si Ona,,.n Inek..h Ilex SI e 1vY'IOPr jF Ozeky med621 0 r,wec (gA)1]6 m 67�'..m`f of IS_ _ __ S S+le a100 A CO 20232 3]21 2]]y r.N2. 722E As Constructed WELD COUNTY ROAD 53 CONSTRUCTION LAYOUT SHEET 4 OF 4 Project No /Code Re Name 41999BRC_ConotLey04 dg Date Comments 1 t No Newts s ERE030 067 20480 SCNe I/s ^ 1-0 Unit Into mat on Umt Leode I tole Reused Des 9ner S Bales El oats a EU BR53 5BR BID NO 18W0a72 Q Q Detale J Pe soon H mae z 044 ]U SneePe2f5um el B2B Sheet Subset Br dge Subset Sheets 013 of 4} IOOX Deter \8s.age%0 o.ngs\ 4199%16. I 'IN. oyOl-aqe PEA56713 11:51:39 AM Sto. 118+85.99 I w '.D NOTES: I ISto. 119+05.67 600010" I(Typ ) HP14■002 Wingwall B 140'-0" 140'4r t HP144102 Wingwoll A% r �— IJ v I 'n Sto. 119+16.83 / O 1� 7t/ 0 o by • / 7� 4 Brq. Abut. I /-� Steel Piling h • I. All piling ore to be driven within 3" of the required position in a horizontal plane at the top-of-pileelevation 2. All piling shall be driven to at least the estimated tip elevations. Quantities ore based on estimated tip elevations. I HCL WCR 53—\ 1 l I v8° 1916"E 1 8. Design Method: AASHTO, LRFD 9. 1O. 3. Pile driving analyzer (PDA) shall be used in the project in It. accordance with CDOT Standard Specification 502.05 with a minimum of (1) PDA for each abutment, pier and pile type. 4. Contractor shall re -strike the piles for the wingwalls an the following day. Contractor shell use a PDA when re -striking the piles for the wingwalls 5. Dimensions shown are measured horizontally and do not reflect vertical changes due to grade or terrain 6. The piling dimensions shown concrete. ore at the bottom of the 7. Estirnoted ode do elevations shown in the Pile Summary table were determined from test borings token in the vicintiy of the indicated substucture units (See Engineering Geology sheets), actual tip elevations Toy vary_ FOUNDATION LAYOUT Piling Driving shall be monitored by Contractor The Contractor shall coordinate timing and location of monitoring. The Contractor shall include dynamic load testing (PDA) in cost item 502-14102 (SteelPiting HP144102). 12 The Contractor shallrecord a continuous driving record 'or each Pile l3. Use full moment pile splice (CJP) if splice is above elevation 4530 feet and lull flange splice (PJP) below 4530 feet Pile splices CJP & PJP shall not be paid for separately but shall be included in Item 5O2. 14 For ode drivobility refer to section 8.1.2 of the geotechnicat design report, Weld County Rood 53 over the South Platte River Bridge Replacement Project, Weld County, Colorado, doted August 8, 2O17 O ' M o ti wf � / / • '/ti / / /N —Q Pier 2 Sto. 12O+56 83 ) r' r / %s n„ /' , 4r 00,T/ Q Steel Pitin HP 144102 Field weld per manufacturer's recommendations Commercial p®e tip PILE TIP DETAIL Scale: None PILE SUMMARY O • ti r 4' I 1 LOCATION PILE SIZE PILE CUTOFF ELEV. ESTIMATED TIP ELEV. ESTIMATED BEDROCK ELEV ESTIMATED PILE LENGTH AS -BUILT TIP ELEV MAXIMUM SERVICE PILE LOAD (TONS) MAXIMUM FACTORED PILE LOAD (TONS) TYPE Abut. 1 HP 144102 4591.06 4471.00 4476.00 12O O6 114 OO 162-OO End bearing Pier 2 HP 144102 4569.73 4472.00 I 4477 00 97 73 242.00 250.00 End bearing W.W. Alta HP 144102 4589.06 453I 06 4476 00 i 58.00 43.00 55.00 Skin friction Minimum bedrock penetration r feet 'or end bearing odes 1 MATCHLINE STA 121+50 know ,what's below. Call Wore Nut Print Date: 2/26/2O18 File Nome: 419998RC_FdnLay01 dgn Scale: 1" - 2O' -O" .1n.t Information Unit Leader Initials BID NO 18000072 O O O Cr.) Sheet Revisions Dote: h a m rn en is Init. WELD COUNTY cotoRAno Oepat..,ent of A.64 *wilt 1111 H Street Cottle', CO 80631 Rica*. f910) 356-4000 ATKINS 4601 01 C 31.4 Sole 700 Jenw, CO 80737 0hcee: 303/111.7175 ten: 301/771- 1776 As Constructed No Revisions: WELD COUNTY ROAD 53 FOUNDATION LAYOUT SHEET 1 OF 3 Project No./Code ERC030-067-20480 Revised: Desigre.: S Boles Va.d: .retaiier: J. Persson Structure Numbers EM -8853-58A Sheet Suoset: Bridge Subset Sheets: 814 of 43 She nSar 828 4 PE RS6%12 9-05-28 140'-0 v -z c--♦ 140'-0" I4O'-O" 0 .�r �.. 4( i— C/) US 2 ''; • r `' I. o • ti• •y 6) 6 OO r tiro �ti , / 0 �~ _ J o•yi.. / i Pier 3 Si f Steel Poinq / Sto. 121+96.83 age, •/, HCL WCR 53 I N8° 19' 16"E O 4, ° • ry. 'e y O OO ti to ,V ' r. Cj �/ �A Pier 4 $e Steel Piling 1 St/ 123+36.83 \ < / ' � /,� tiy{` I c N .� 4< t— W z ' a6 C.) Piim O / ,xyo �/ ,�\ / • 4(., J 4 r o , • o• . no 43 •V 42 fir (T yp . ) Steel Piling O , /, 0 � 70 �ti '�`, • •gyp. o . 0 t- 2 CL Steel FOUNDATION LAYOUT PILE SUMMARY PILE ESTIMATED ESTIMATED MAXIMUM MA XTMUM PILE ESTIMATED AS -BUILT SERVICE FACTORETORE D NOTES; LOCATION SIZE CUTOFF ELEV TIP ELEV BEDROCK ELEV. PILE LENGTH TIP ELEV PILE LOAD (TONS) PILE LOAD (TONS) TYPE I See subset sheet 814 for notes. rai! Pier 3 HP 14x1O2 4572.14 4470.00 4475.00 102.14 242.00 250.00 End beor.ng 2 See Subset sheet 914 for Pile fip Detail. • Pier 4 HP 14 x102 4567.07, 4469.00 4474.00 98.07 242.00 250.00 End bearing - Minimum bedrock penetration is 5 feet. Know what's WOVE Calif di print Dote: 724/2018 0 O Sheet Revisions WELD COUNTY COLORADO �_•„,. away Ingot at °°"` Item int N Street Leon, CO WWI Axone: (9701 J56-4000 c,. - ATKINS Suit awing. en g.03 rw: 30]/711.7776 /00 80237 S, As Constructed WELD COUNTY ROAD 53 FO SHEET 2 OF 3 LAYOUT Project No./Code ;The Nome: 4l9996RC_FdnLoy02 dgn Date: Cm.en;s n ; • Revisions: ERC030-067-20480 Scale: 1 - 20'-0•' Urn( Information Unit Leader Initials Revised: Designer: S Bates St•,,c',••et 58A BID NO 180000721=1 Detodtr; J. Per sson Sumac's void: pp�,,aE��M55yyB��Rp53 SheS� • ur�b`�r828 _ Sheet Subset: Briage Subset Sheets: 815 of 43 +�Z MATCHLINE STA 124+00 PILE SUMMARY :40'-0' / �(( Pier 5 & 0}, SteetPiling FOUNDATION LAYOUT LOCATION SPILE IZE PILE CUTOFF ELEV. ESTIMATED TIP ELEV. ESTIMATED BEDROCK ELEV, ESTIMATED PILE LENGTH �'8u1LT TIP ELEV. MAXIMUM SERVICE PILE LOAD (TONS) MAXIMUM FACTORED PILE LOAD (TONS) r'PE Pier 5 HP )4x102 4564 47 4471 00 4476 00 93 47 242 00 250 00 End bearing Abut. 6 HP 14x102 4591.06 4472.00 4477.00 119.06 114.00 162 00 End Dearing W.W C&D HP 14x102 4589.06 4531.00 4476.00 58.06 43.00 55.00 Skin friction Minimum bedrock penetration is 5 feet for end bearing plies. NOTES; See subset sheet 814 7 See sunset sheet 814 for notes. for Pile Tip Detail ti ti • h � • • 4 4. Brg. Abut. 6 & k Steel Piling rl LIJ HP14:102 Wingwoo C Sto. 126+16.83 I Sto. 126+27 994-1 Si 60°0'0" '0" f • In LtJ HP14x102 Wingwoll D Sta. 126+4 7.67 Know what's below Call before you dig. Print Date: 1/24/2018 r.ie Nome: 4I9998RC-FdnLoy03 dgn Scale: 1" - 20'-0" Jnit Informat:on Unit _node' :rite 310 NO 18000072 0 C) 0 Sheet Revisions Dote: Comments n.t WELD COUNTY COLORADO Deportment at Pubic moths llll H Street Greeter, al 80631 °Pone: (970) 356-•000 ATKINS 4601 . • vc Sute 700 Denver, m 80231 Wire: 303/221.727, Fos: 303/221.7276 As Constructed No Revisions: WELD COUNTY ROAD 53 FOUNDATION LAYOUT SHEET 3 OF 3 Project No./Code ERCU30-067-2048u Revised: resigner: S Bates Void: retailer: Persson Structure _ Numbers EM -8R53 -58A Sheet Subset: Bridge Subset Sheets: 816 or ShegiVa°er 828 33690 gat* 53 IMI Da tr,.. ....,,,,an... PLAN 30 4'/ Br age Rat Type 104 (Tyo El 459006 (Le 0) 13-0 I] 47, 13 0 /,—HCL WCR 53 2L 2l 0 HP14 102 (Typ) ELEVATION (Looknq Bock Stat on) 0 Mn BEARING SEAT ELEVATION TABLE Ceder No In IB lC Eleaotan 4594 1] 4594 31 4594 01 NOTFc I Detect 4 s e taken al ( Bear ng Bear g seat ere of ons are at ( Bear 00 at ( Order 2 Concrete shall be Co or ere Class 0 (B dye) for abutment cop daph agm 0 d for o ernongs placed manor thlcally .Itn deck 3 Abutments shall not be bccktdled untl abutment e apnrogms are n place 4 S. and po tan al 05 tmenl a0a a bea g seat shallbe poured man4kln sally 5 Co Wng.ous A 6 B see subset Sheer 921 6 Ca 40010 al eelaas see a beet Sheets BIS 8 000 ] The top of the abutment back wall shall match lope ono g ode of the 4040.07 9 F4 Brage Rbl Type 100 sae s bs et SHeets B]6 9. B]] Fa Bea ng Seat delals see subset Sheet B20 10 Tooled a ehamie 3/4 (ant n hedge 4iot 10 0 m atoce0 between posts See saeset sheet 836 to mare nfa mats Pent Dale (/24/2018 File Nome 41999BRG_460l)O1 dq Scare / I-0 Ilnt Info mot on Unt Leader Int ats BID 50 18000372 Sheet Revtslons Dale Carom. Is Int WELD COUNTY COLORADO Creek,. (9m135e11 ATKINS Ste a® Sense 01 60711 Rena 1/111 1115 res.1aN}t ]11k As Constructed No Rev s ons WELD COUNTY ROAD 53 ABUTMENT I Project No /Code ERC030 067 20400 Re sad 0esgner S Bates vela ler J Pe sso Sheet subset B Idge Vpa St Ktuel _ Num bers Subset Sheets 81] at 43 EM BR53 580 sh'MS,Pmb4,e2e 2 a 0 12 0 Abutment Plnq (Typ ) 10 2 3 Blaster Bearing Pad (Typ ) PLAN Br age Ral Type IOU (Typ) BCC NCR 53 12 BF Abut 6 Ste 126.18 27 t Beg /Out 6 B F Abut 6 'r ELEVATION (Looking Mead Slot an) \� � 1 0 4n DEARING SEAT ELEVATION TABLE Order No 5A 5B 5C Elevat on 594 01 4594 31 4594 17 NOTES 1 Elevol ens ro e taken at 4 Bearing Ben g seat eleval ons are alt Bear rq alt Girder 2 Canc ale s allbe Co crele Class D (B doe) to abutment cap d apnr earn and for o emangs placed monolithically • th deck 3 Abutments shallnat be back) lied untl abutment daphragms ore n place 4 Slob o d po ton or abut". l above bear g seat shall be poured mono) thioolly 5 FB w g.ous C e D see subset She 1 B21 6 For add banal deleis see subset Sheets 619 6 B20 7 The top of the abutment back .0115011 match slope and arode of the roadway 8 Far Brdge Ral Type 104 See s lase) Sheets B36 6 037 9 Fa Bea g Seal data Is see subset Sheet 020 10 Tooled or chamfer 3/4 joint in bridge rob) 10 Ol m ce 5 s b el Sn B}fi to m eh role mole Print Dole 1/20/2018 Fle Nome 41999BRC_Ab 1601 dgn Scale A 1 U t Inla or, to U t Leade trot Is SID NO 18000072 Sheet Revisions Date Comment. WELD COUNTY COLORADO 1,1 " motsi a1 e M. --l.. b�611 Reeky ks 61 80 -, a :�C�(!.•�^ (DM as 1000 ATKINS 460101C Few Prom 0 J 1r3/221 talc 303/221 1215 As Constructed No Bevis WELD COUNTY ROAD 53 ABUTMENT 6 Project No /Code ERC030 067 26490 Re sed Designer 5 Bales Delo le J Persso Sheet Subset Br disc Vad St ucl N lakes Subset Sheets B18 0l 03 EM 8553 58A SneeP 18,4g828 12 la SI.. SAT ow , 10005150% WC. 53 1.10 po....... .. • 19SSWIG . 10 IM.I. ap. /51'10 10 (Between (oraers) //��TT F �irt O 10 CL WOO 53 I �}' pot 9raers) 3 H4A ever vy--- Allcot III„1IpI(LyL, (]) O , z o waterp.aol ng \ 7Y zX Threaded Do¢l Nembrvne age Rah T Ype 104 (T1P1 tr IAEG tonal/6 ti— — I 111_T-111, ri Each sad (Typ ) _ III X111 III, ,lll III, ,III W i o I�I� III It �II a ,1 o (2) /II as t Ir Illl 1 _—L_ 1 ii 1l i 1 I I /501-0 FI /5 0 F 1 0 BB 46 z 4 0 Eoch Ode (Typ) 2 0 t!n Embedment No Abutment a d 0tphrogm _ HPIa 102 (Typ 47 — i5 O 10 Cut legs to clear BIEers Fl FVATION NI1TFS I canvele shot be caec ate Class (Lopkng Back Slots ) la o erha gzl placed mtnelthcdty 2 Abutments shoe not be buckpdea 3 Slab and po tan of abutment aba a For 56 galls see subset Shheet 5 Pc addl anal d.lo,e zee s met 6 The lap of the bulme l bock 7 For Bridge Rol Type IOU See 8 For Bea ng Seal deters see subset 9 boded or 040,24, 3/A lout n See s bsel Sheet 436 fa mere 0 (B age) tar abutment cap d ephrogm a d .N deck cola abutment doohragms ore n place a bee q seat zhollbe paved mo aptl. auy 071 Sheet dl7 MB & 820 .ails, lima,. slope end g ad al the oadway subset Sheets B36 & B37 Sheet 620 bridge ,that 10-0 max placed between posts No "aloe P. nt Data I/24/2018 p C 0 0 Sheet Revisions WELD COUNTY COLORADO V (=act '— —l' ( 1 1 `e,. oaks '1y1�rw=.M111 p, Sr �i r. Isml d]e .G00 ih I _ y ATKINS 9n17oo mom jpys�yjyys r 70/22,Tin agal As Constructed WELD COUNTY ABUTMENT DETAILS SHEET ROAD 53 1 OF 2 Project No /Code Fla Name A1999BRO_Ab IOetols0l ag Date Comments ml No Rems tns ERCo3O 067 70480 Scale /e 1 0 Ural Informalan U ILeade I lal Reused Desgner S Baled 51 ucture E48853 SBA BID NO 1BOOW72 Oelolcr JPe zso N cad 5he'erN544e1e28 Sheet Subset Bridge Su*aaI bset Sheets B19 of .3 Sheets ( Brg Abut 1= 2 6 /5 O 1 0 6 P o)ect 1 6 mta )pp men Slob YII cunt pace as sheen 2 c6 /50 I 0 Y5 0 ID (3) % a42 a Threaded Dave! E tend Grder 51ron0s Me Dealt(lyp ( See be et 1 sheet 634 ill can) (Tap) (2 total) ho Bear g Pod /5:II0 10 1501 0 FF tl5 0 1 0 OF I 0 Pm Embed (Typ Bottom of Mutme 1 /11 cant (Bolt) (2 total) Seel P1ng TYPICAL SECTION ® GIRDER Abut I shown Abut 6 s m I4r Scale % 1 0 (4) /6 Coal cell Revile cog (Typ ) 1114 Grder Y6 Each S de of G de (Typ ) /6 4 0 Each Sde (ryp) — 2 0 N Embedment nto Abutment a d Daph,agm RP op 6484 Grder Proposed croee 2 trt 11—( a a Mat 6 2 6 (4) /6 Cant P eP /5 0 I 0 Project 1 6 Mp ouch Slab Yu cant place as snow (Typ ) 4 YSr0 10 #521. 10 /501-0 EF e x 2 0 ` Threaded Cocci 3 Threaded o Const Jo t Oj /l1 cot (Tao) 2 total) 5 Coal /50 ) 0 FF /5 0 1 0 BF 10 Banem al Ab Imenl III cant (Sa(0 (2 tole) Steel P1ng TYPICAL SECTION BETWEEN GIRDERS Smlmr at Omsde r ciders Ab t 6 ha. Mut 1 amlar Seale ?S t 0 BF Abut 00 s2 3 Elostomer Reoring Pod ( 8040 n9 Pad E p Pater al ( Coder (4]41/\ BEARING SEAT Scale IA 60 00 (Typ ) KEY NRTF ORough<to a/4 amp, tude a cepl al level g pad and espa ns n material NOTES. I Co Caere shollbe Class D (B4O901 to a6alme t cop and dap ream 1 Fa steel p1 g Marmot on see s beet sheet 014 816 3 Abutments 0ha11n41 be ba04111e0 unlllabulment d opNa9ms We placed 4 Deckapa len of me e t above bear g sent to e p0 ee of th y Pont Dote 1/26/2018 Fle Name 411098RG_MutDeta Is02dg Scale 6s Noted Unit Info mot a Unit Leade In 1 a1* 3(0 NO 19]00022 Sheet Revisions Date Comments mt WELD COUNTY COLORADO ��. 6] cs DR e>1] 'li Tj r.p_llF. lim e0ill NMI 05-4000 ATKINS .sal oPIc PAL ref00sat1 275 As Constructed No Rev s ens WELD COUNTY ROAD 53 ABUTMENT DETAILS SHEET 2 OF 2 Des gner Oela l<r J Persson Sheet Subset erldle Project No /Code ERC030 062 20480 Revised Vaal S Bales fihct Hm Subset Sheets B20 a/ 43 EN BR53 566 She4Qmrbei828 F F Wall e2 0 I 0 60 00 PLAN (W nq.alle A 4 8 sha Wng.alls C b 0 solo ) Scale j(4 I ELEVATION (WngeallB shown W){se08 OC 6 0 solar) Scale Print Dote 1/26/2018 F le Name 419999RG_Wing.ml01 don Scale As Noted Unit Informal en Uri t Leader lot all Sheet Revisions Date Comments In t ID NO 18000072 P aeeved Grade MCC WCR 53 /apreac6 slab 1 Elems print Idler material Slope Ior drams, 002 II/1l nnn Wogeot /2 std It \/ 2 r al PJe CRP' ( Steel Pie SECTIONS Scale '/ Score / 0 e4:� 6 E F Protect 2 0 ate Woq.on I 0 141 04 0 Place as shown 3) 84 0 Place as shoe NOTES I Ca Crete shag be Class 0 (Br doe) 2 Ele at ans sham, one at F F Wall 3 For Abutment dela Is see subset Sheets 817 Ulm gh 820 WELD COUNTY col o2soo Iwhe. Peeler CO Kell Inane OM AH0a0 ATKINS wl VC ENO 612 Denys m Wow 003/221 02215 103/271 7215 As Constructed No Rees ons KEY NOTES OConstruct on soot sat exterior bear ng seal elevation O '/ Exp ont materlalond deepb poet puler m01er 01 z01 1 Concrete Class a cludea n Item lNa 601 Crincrel Class 0 030 ages WINGWALL VARIABLE TABLE Local en Wog.06* 809.006 W ng.a0 C WmgeallD Et A 4602 08 460182 460182 4602 08 El B El C Dmenssan L 4602 39 4602 13 4602 13 4602 39 4590 06 4590 06 4590 06 4590 06 24 0 24 0 24 0 24 0 WELD COUNTY ROAD 53 WINGWALLS Project No /Code ERC030 067 20480 Revised Designer 5 Boles Delote a Person Sheet Subset B Idge Vod XYumarel _ mbns Subset Feels 021 0l 43 EN BR53 SBA siit1Pialg828 HCL WCR 53 C Per 2 Sta 120+56 8] 1- Q Per 4 Sta 123+36 83 5 Per 5 Ste 124+]663 r wa Ezc7( s o P) \ \ HPI4 102 (iyP ) S YI 10 2 3 \ ) \ 54 00 Pod ElostomenBear mg ] '4 (TYP ) Pad (TYP ) \ _r i� _r \ Pile Cap yy E Pans an h _ f Neter al (TYP) \ \ I , fi0 a0 L \\ 1 Etas lome�c3 M B 9� M 9,g \\ 1148) I Bea g Pad (TYP) Per` _ _ FIII _ — — •'IIII�II13 rs tE P er Column \ — a Ple Cap— — `.:': — _ _ :.::'_ _ _ _ _ :! _6� J _ _ _ _ `— — — — _ �" _ �a _ _ to C R4 B 9 \ \ — _ \ I _ f J_ \ \ \ —�. Rounder Sea mg Pae 2 Beer ng Pad /C Grder (TYP) A R C BEARING SEAT DETAIL. 5 20 12 70 Iz 70 s 20 Scale 1/ I 0 17 II 17 10 PLAN 35 91/ II 6 12 9%, II 6 {—HCL WCR 53 A 25 ID Per 1 El 4590 ]5 is q RFARING SFAT Fl FVATION TAR' F P e 4 El i592 00 Per 5 EI 590 ]5 Per 2 El 4589 50Per 1 El 1590 75 .. Location Grder A Grder R Grtle C Pc 5 El 156950 IS 8 10 0)1 (Ts. ) Elk Br 9 4596 00 4596 13 4595 B3 (Token ala 9 Q p e ) P er 2 M Erg 4596 03 4596 17 4595 86 Of 6 9 4597 12 4597 37 4597 17 P es 4 M Brg 459711 4597 36 459717 B4 B 9 4595 86 4596 17 4596 03 Per 5 M Brg 459583 459613 459600 28 0 NOTES Top al Pie cap P er 2 E1 572 73 Pe 1 El 4550 07 Pie 5 El 4567 47 l '\ E Col mn & Fo ndal an — —CoI I l I Bea L, I seal 2124 a e '011 al 4 Boa '017'0 soot el<ral ons 'at' al Q Bearing al Q G1 der o 2 a Concrete CI ss D (B dg ) for Icol copm i' i I I f i I pe op and HP14 102 (Tyis ) al decals see 6 lase 3 F= a =1 Sheets e24 & B25ELEVATION (Look 9 Stot on Mead) Print Date 1/24/2418 Q 0 O Sheet RevIslonsoe WELD COUNTY COLORADO .f 54* 1U 111I1H 5114!411 a mr not Syrf4I lei —4!:)i Y CO710!06]1 ]''YI1710336 4000 {�' '�y s ATKINS OTC 410 0 Ns02J7 m c]OL]ll »75 to 30]/7]1 7]76 As Constructed WELD COUNTY ROAD 53 PIERS 2, 4 & 5 Project No /Code FNam99 Horne 419BRG_Pe 201 d9 Date Comments In ERC030067104B0 Na Revs ons 0c01e /, 10 D t Info mats U t Leotle I cal Re se0el Des* er S 80)25 51 et EM BR5] SBA 3rD N0 7BOODO72 Oetole J P<rsson Humbe s ',ad SnP 4652 ei828 Sheet SubseI Bridge 5 Owl Sheets 822 0l 43 HCL WCR 53 E panslan Bear ng (ryp) Q M B g Q Pe Cal mn eP le CaPi — — Q Bk Brg El 4591 75 m LI fi0 (Trp )00 11 6 ELM 35 9'/ 12 9'/ /HCL WCR 53 Tap al Pie Cop El 457514 P14 102 (TYP ) 11 6 OD 2 El 4590 50 / HP14 102 (TYP ) 5 B Cr' 28 0 0 0j', (TYP ) 01049 Q Per) i'll—Q Column It Foundatlo Fl FVATION (Look, g Mead Slat an) •1` s' ----Q Order (TYP) EXPANSION BEARING SEAT DETAIL Scale '/ I o RFAAEThlO SFAT Fl FVATION TART F Local on G der G de 8 G de C Per 3 8k B9 4596 85 4597 05 4598 80 /4, a 9 4596 86 4597 06 4596 el NOTES 1 Elevot a s a taken at Q Bear 9 Bea g scot elevat ons a e et Q Bea ng at Q Grder 2 Concrete shall be Concrete Gass 0 (B dge) or 3 For add t anal deta is see subset Sheets B24 & 825 4 For Eapans an Bearing 0e ce details see subset Sheet 028 Pr nt Dote 1/26/2018 F le Nome 41999BRG_P a 301 dg Seale Vs I 0 W t Informal an Ur I Leader Imt ale Sheet Revisions Date Comments 310 NO 18000072 WELD COUNTY cot...... 1-,,,--17—., s =15s1 r P Me ease 1. rI':-gin Po e,co Ball Hem 07013561m4 ATKINS Oa OTC 80 Sot 7TO a e 0 1 f.19411077)5 303/241 7776 As Constructed No Rev sa s WELD COUNTY ROAD 53 PIER 3 Project No /Code 000030 067 20480 Remsed Designer S Bales Vaal J Pe ssan St Lel e N mbe s Subset sheets B23 o1 43 EM 8053 580 Sheet subset Br age Shee49IOm4EB2e CR 0.3 1000 0 .00.51, I. 0.0 I 10 dB a 5 0 0 1 0 ma (bet. en Grders) HCl WCR 53 _ 10 d8 0 5 0 0 1 0 ma (Bet.ee Grders) _ 16 d10 1- m 6 0 n spl c< Prat 2 6 n et cop to el Pro) 2 6 n o cap 8 d10 :(I: Y10n� 6B spl ce 1 X. d6 IL 6 - a 10�/ d6 a O 3 5 3 Is Co O 9 - 15 6 a 410 cool (boll ) (iYP ) (TYP ) , /1 #10 Cal mn Fie n/, Rotate hooks as needed.2 0 min p el nla Cap, sees Inset sheet 825 ELEVATION Loaokng Station Mead Pr nl Dole 3/6/2018 Sheet Revisions WELD CO yCOLORADO tr -» i o11 1in1 Pet xaa I L_!i!; bodes itfl Ka �i . 'i,`d° teml a! eaaa yy�eTt re ATVIIIS �911� �V e56o`eic ore n m 60207 more eCO 601 )1)5 i 303M1 MS As Constructed WELD COUNTY ROAD 53 PIER DETAILS SHEET 1 OF 2 Project No /Code F le Name a1999BRC_P erDato ls0l dgn Date Comments trot ERCD30 G62 20460 No ReNso s Scala $ 1 0 Lint Info mot a Unt Leader ) lals Q Q Revised Designer, S 00100 1 St clue EM 6R5] 5Bn Deta ter J Pe ssan N tubers BID NO 180003724=2 V0 d P 6531 f626 S'4"1 a ^1Pc4 sheet subset Sr aye subset sheets 824 of 43 ,—Q Per 5 0 28 0 2 6 2 6 2 0 4 Spa 0 6-0 24 -0 2 0 10 I I I I 14 0 14 0 0184 Concrete C der (Typ )` \ I I I 5 0 ev I (2) 09 26 0n Pmce a 1—f Per a Per I 2 6 2 6 I lhr a•h .eb Column a_—� 1G — _ - li/ 2 Mcha Bolt---] F —Q ]y a Manor 660 - m NOs-=---- =IIIIIIIIII , c, s10 s2 ] Elsa ^omens Bea g Pad ' I ' , I I I - r I j —�� I I a'/: o Menoa eats I Per r Ir see E lo, son Bear ng 0ial subset m a e I — — — — ltl( i=---r--- ills 7 � I _ ' HH-H=HJl _ ilrfii r I Q Per o o (Typ at Piers 2 4 5) I ' sheet 823 z — (141111111111= F fllllfll+ C 1 Ep noteral(TYP) I ---1H _ _ 3 (Typ) Expanse B a 9 � ) C a gs ,�fi8 (Per 3 only) I d0 place az sno.n o.s of 4 O6P1< Cy6 tea t6 coot a I Ur F Q0 Place zoom /9 1-10 f 0 (Top) 1 0 ma`TypF) 4 d10 place o $ECTIONWW 56 B9 Eg Spa (Batt ) •"' as shown SECTIONED Sane V. 1 0 (Typ 1 Fe � I Per \ L — per 15 9 •I 0 `gel O 9 210 210 : -- 2 a 3 8e (Typ J L I Per — 111p= s dowels p a,ecl m to um 6 0 on — — — i-_ \ —1c 0 S9 i-1 0 I 0 a I / , ratote nook as needed —r f6 /10 — 6 2 — i4 Ten a y4 0 12 (2 0 as M9 l—% 0 1 0 m a � 1 Alternate hoops c3 I (Typ) n SECTION rows of r6 a 6 ] 16 place as She(iyp ) Scale V. 1 0 n . — P. Cap -7 (2 # -i Sleet Pdin9 (lop) / I , E NOTES n 1 For PGng petals see subset sheet 6)4 through BI6 Place oz show through pre 026 ] 9u Eg Spa — 2 Cane ete shall. Cane Me Class 0 (B d9e) 56 #9 u Ea Spa #6'rU 0 6 3 For bearings t ele atone and delaaa see a beet sn«la e22 a 923 TYPICAL SECT ON P.m Date 3/8/2018 Sheet Revisions TiwmvConstructed WELD C�Ui, i i COLORA00) —^1 bI : F a-, Iw.I'—''.sa Geeiey CO Wei Bea. l9Al lss 4ppdOr .�Prose ATKINS •fiat bic 0.4 So ]00 �]0 �21a s., ool/zl,sMe2m As WELD COUNTY ROAD 53 PIER DETAILS SHEET 2 OF 2 Project Pect No /Code F le Nome 419996R0_P a Dela.. den Dale Comments 1 t No Rea ohs ER0030-067 20480 '/ stole i o Unit Informal an U t Leode I it els Q O O Des Des goer S Bates Slructu el ESI BRS] 58A BID 9O18D00072 Detomr J Pers. Numbe s RP SheeCi98400 Sneer Subset Bridge Subset Sheets B25 0143 31 a t to o f NOTES 15 6 15 6 1 WI cent ete shell be Cane ete Closs 0 (6r dge) HCL WOO 53- I I Br dge Rol Type (OW (Typ ) a :SUE• s•0 a Deco and d aphrOgm above bearing soot Ole alum shall be ma ed mo of ih Golly 3 Tooled co ohm, er 3/4 Joint n Pr dge ralol 4 A5 (Typ Men Gvde s) 2L IY��,\#�� FCC \/ 21 o 10 0 max placed between pasts See subset sheet B}6 for mo a nlormol on 1 1 #6 Each Side (Typ ) Di Y.Pee0 reatled Rod (Typ #5 cont . (3) #5 Lap a/Tn Coded Rod � (TYP bten Orders) m l • AB 5 0 0 1 O,E tend 2 6 to Per Cap Leo - Y4 Elastamer c B or ng Pod (Typ ) Q Per -1 2 6 2 6 Fl FVATION Q Pier —I 1 It 0 1 0 1 0 1 0 Y5 Cant (f iot Q 52 Br9 E9 Spa ioP) Q I I M Bog #5 Co t (4 Tot 1 Q 04 B g f M Brg Eg Spa TOP) �o 5 6 6 F Iet (A 'k Tnreoded Rod (stun Lap a/Threaded (Typ ) 6 z -G (Typ I #5 coot Grders) Rods '� I 1 I I I. --J } l } I I ll 1 Ll _ 1� Edge of O06000gm (Tyo ) a D^ G de s7 #5 Co I Ea Spa (Bien Grders) E F 9 Tot I #5 CO I E tend C der nl3 tlapnragm See subset strands (Typ) sheet B]4 �1 L 15 Cant Per CaP Crider (Typ I Y. E 'meson Mate al(TypI Per COP I I, S Glider (Typ) i' 10 62 3 Elastamer c See subset sheet 622 t 0 See Subset sheet B22 Beonng Pod (Typ ) (Embed 2 fi 1 to Per Cap1 (Embed865 0 0 I 0 2 6 o P er C p) SECTION° .c Pr nt Date (/26/2018 Q p Sheet Revisions WELD COUNTY COLORADO ones e.s =tr 7 m t. t I all St 1 vlve� CO B06]I 19]01]]64000 ATKINIS 460i OTC B. De m ITT tf e303ni1Ti≥6T6 As Constructed WELD COUNTY ROAD 53 PIERS 2, 4 & 5 DIAPHRAGM Protect No /Code Fle Name 419996R6_Pe 00'0201 dg Dote Comments _ I t ERC030 067 20480 No Rev s. s Stole Y. - 1 0 Re s ed 9^e Des S Bales Niruct el EM 6R5} SBA t MI m to U t Leode Irv! Oeteler J Persson P.m BID NO 180000717=7 ir.m,eSBze v.dP''F' Sleet Subset Br dge t 5 Met Sheets e2fi a f} 9. ... . IP. P , S .ge D. , • MOO. , 040.1, Ede al NOTES ]I 0 Du1t to Out 15 6 IS 6 C der Flgange _ T 1 Mconcrele Oahe Concrete Class 0 (Bridge) HCL WCR 5]—, Br dge Rod Type ION (TYP ) 5 E• 5.\_ B 0 Edge of Deck r — ` Face el Curb ■ ] Deck and daphragm abo a bear ng de ce shallbe pau ed mono'«call, ] Fe Bearing Oer,c< debts see subset sheet B2B se (Ty" between g de s) f-vJ—/► O EL8rA /5 V 0 s For E p JP nt deto Is see subset sheet 840 ` /5 2L 'ci 2T m� 11 a 'I a 1 0 5 Tooled a chamfer ]p/4 last m dge ug al placedbetweenis see subset I�eel eiaemPi / I ] 6 l •®_ej,/�71 e]s to s mo o� I Ci_ �� 5 -O I - `/' I o ii.■•■■•'�I ��■.■■■■•I ]-0 5 0 ] 0 N 1 yid Tb cke ed End Slab - (Ty' ) 0 m n I I.■■�.■II� I Y E c 1 /6 Each Sae (Typ ) u Y5 O 1 a I �ip■■■'■■p■'� I Mat ,(Typ 1 Edge of Oar ogm (Typ ) (4) /5 MI' „ x II 1 q;. IV, A Man) Bolt T DE%AIL 4) e5 n; Blackout A Blackout _ op of Curb OPt onalCo zl Jt (TYP I Shear KeY (TYp ) ry E' #5 t] Es Spas E p Mote ol( yp) nL c r E pans'« Bea g (Typ ) Top al Deck IL a /5 —. E ee, ]--I -0 -6 ELEVATION t Per ], Eq Spa #5 —I--10 1 0 w Each Way #5 v0I 0 ZPe ]-1 SH AR K Y D T T 2 6 2 6 12 160 CO 1-0 1 0 I SECTIONe 1 I I -0 COI C Ok Bg NS Cant Eq — I I (•OBg 6 I6 (B4Bg , I I (MBg I #5 Cant Eq Spa 6 r % EB4&g (MB 9 (K Tot COO COB E Pa san De « Blackout (4 Tot loP) E ponvan /5 Can[ Ea Spa De ce Blackout (4 Tat tap) 6 I E pons on Dente Blackout NAPA ] RNA �11 ] BMA 6 6 Fllel Ihr 0 2-0 Threaded Re (TYp ) MS Cant O 1 0 (iyp ) �L, I{I ( I 1 n1 1 I +1+I/ �' Edge of o,aPnragm (TYp ) (B wee (Between orders) Lap • lM1 Threaded Rod! Y I I dge of Oaph I 6 s6 Fllel (TYp ) Threaded Rod ogm (iyp ) (Typ ) Espons on Note al(Typ) �r I ( I I I I I LIJ, I' dge of 0a6tcagm (TYP) E F of aaPNogm (Between grde s) BS Cent E Fi of (Between ag rders) �'a a is n (Between I 4 YSiI Co BP. - 1� a de Lap wee a) YTn e°d d Rae orders TYP) I '-1 �1 ] L il�� Exposers Mater al (TIP ) Pe Cap ;.� III Order (TYp ) Bear ng Der se (TyP 1 O der P r COP (Tap ) Shear Key P Cap _3] I LC I I 71� 6 /S I: ('Beet, een g de s TYP See subset sneer i,33 y See subset sneer B23 I I See subset sheet B2] a 5 r1: Opl and Co st Jl Eq Spa Each Way SECTION A SECTIONS SECTION e Pr nt Date //26/2016 0 Q Q Q Sheet RevlslonS WELD COUNTY COLORADO 2S ✓q ae�Manl llAus a>ss ':W:1 _'j' ORe ?!0611 r1/(gA)ls6-soap "„• .. n ATKINS�As Sml PPP OTC NA Otero OP 602D 4 M)d r c]al/I11 MB Constructed WELD COUNTY ROAD 53 PIER 3 DIAPHRAGM Project No /Code I FTe Nome 1999BRc_P a 0«hal d n 9 Date Comments In Na Bensons ERCO]0 062 20460 Scale i(z 1 0 Unt Inform°, on Ural Leads Ind ale !TermedEN Des 9n<r S Bplea Structural BRS]58A 910 NO 18000072 Delaler J Pe sson N mbrs vod Sheep lvu terms Sleet Subset &Pee 5Wsel Aeels. B27 of s] sa I I I 1N to 1'/x NOTES. 0 anchor bollsI Mehor bolt nuts shall be s egged and med a th ro uts at seed bear gs At exports on bearings pro Idea/ �--- -� cl clearancel ear n e belcperen lam nut and Soe plate under all "� 2'/ e ��/I e temper,. d l ons Pro to 'coons, I Do not ea nl steel surfaces n contact nth elastomer c pad I 2'/ Vostarne c ones a place ancho bolls and mscells neaus for (t. goner PLAN tE slats and anchor ball Q 9rder I Bea dporeItem512 g De ee trype shell ben the bd or ce I Grade 3 elaslame shall be used '/, etas.. c ca e seer may be subst twee far grade 3 of the Pense of the erode ea track( Concrete 5 ,de, s/e I I n shoot mtadulue . --• Des go s s 0 1]5 Psi Cl 73 F ,...?.:2•-•:•• :%.%.��.>�.>�.>��<....::.r..% .: /e steel sF m prole (tYP 1 Hardness 60 Duo (Shore N f sae plate '.%';; AASH00 des gn method B hos bee used _ %o laslomer (typ 1 " �• Is lastamer c co e I SECT e Elastarneric baring pod DETAIL,e G bna Gouts 000 o I sole pale 1 Vert n cal Per Brg 0menso s (Inches) Local on a b c d e f h M _.ea Rd (4Ps) g 1 Per 3 6 247 3 1 Ill/ 2 0 10 l e 6 1 1 I 3Vc I Typ 12 d y Elostamerrc beor g Pod ye x V. rem ner bare $ECTIDNe ELASTOMERIC BEARING DETAILS Service I total reaction nth mood ° Date 2/27/2018 O 0 0 Q Sheet Revisions WELD COUNTY COI ORADO /n to s yi aseerlreesi51 l FP ux *con :'Mitel flit bkr C9 Sash ".�1' 19m1 Jb6eW0 + ATKIN5 ell MC Met. � Sole MO De ee JCJR21 s>2J9 .1 UNI J]J6 As Constructed WELD COUNTY ROAD 53 BEARINGTYPE IVICE Project No /Code Fle Name a1999BRG_Brg0e eei tlgn Dale Comments 1 t No Revs oneERCD3D 067 20e PO Scale N/A Unt Informal an Unl Leader I tGIs Re se d NS SBales St uctue EN 9853 SBA AID NO 18000072 Dela ter J Persson Numbers Vain Pa 5 1828 She'neNu 6a Sheet Subset Br nee Subset Sheets 82B of 43 CR 55 1001 0 , 6 cl6,.0 rq SUPERSTRUCTURE SECTION (Look g Stat on Ahead) (Take a motto HCL) B tlge Ral Re fore g see subset sheet 836 3 HNA B tlge RolType ION (rye 1 See subset sheets 836 & 037 KEYNOTE Y. Oec k e s s all be Neenah Fau a p Offset 00000,y 0 p Gr Dare 2 8� Scupper Ballea Gr ale Item No R 3936 A or dpproveP equal 34 a Concrete An (4 Total) (2) 2 A Elect cal o du, (Future Use) IS T. JO a spl ce wth /5 deck rent DETAIL Scale '/ 0TM17 cps, ale a gnat c p a eket C c s balls d nee to all be I dad la ulna ea Oho 0 A lh gaup snail be lab noted 000 p pe c Gaps dolose up alter lull lens shiny of bolls a Cone ete ono tat) NOTES 2 Ba 2%7 IN Bracket Bar 2'/z Spit Clomp 6 a Ppe DETAILV Scale '/ - 1 0 Face of G der 0 Bar 2'/ 34 a ackel Bolt 6 a Ppe Bo 2/ 34 Spl t Clamp e c te le deck sheen arc ete Cos O (e a9 ) 2 For deck plan see subset Sheets B30 & 03) 3 Fa Prestressed Co crate 8184 Order Petals see s lase, Sheet 034 4 Fo B age Rod Type ION det0As see s beet Sn ets 035 & 837 5 For co crate coat nq Im is see subset Sheet B04 6 Tooled or chnmler P to nl n Br age Ro lot 10 0 mas placed beleee posts See s beet Sheet 836 tar mo a No motor, 7 See subset sheet 027 l0 0 erhong de10101 Pier 3 WELD COUNTY ROAD 53 SUPERSTRUCTURE SECTION Pr nt Dote 1/26/2018 Fle Nome 0I9998RC_OeckSectenOtdg same / I 0 Unt Info mutton U1st Leode I tats 3ID NO 76000072 Sheet Revtstons Dote Comments WELD COUNTY coso eoo t z r p4 311M St Plate T97701355s0000 1 ATKINS s010TC Stet Sul 760 e, 50 7 enter 019017275 T 303/22172)6 As Constructed No Re so s Project No /Code ERC030 067 20480 Rev sea Des et S Bales Data le J Pe sso Sheet Subset Br dye Void 51 clu el _ Numbers Subset Sheets 829 of 43 EM BR53 588 SheeQN M482e ,,,,--1,--T."--1. (—f Per 2 60 0 (T o) 06-0 35 -0 / 25 0 OLa 25 0 35 0 E. are M. I Lap J// I �i IIBI00 ;:Y I' m n HCL WCR SJ� i° V J I L. ;:r:i 33 '0 12p(p0 19 NB 16E 1 I / 121f00 I I I TCHLINE STA 121+ _ a 6500 yjl'jj l r _ n/J / o - 6,_ BI J ap I#5 ]-0 O 6 / 25-0 35 0 Placed under lop mat (Typ ) / 35-0 I 25 0 / #5 0 6 mo (Top & Boll) 15 0 6 Spice nth #5 0ec4 Re nl PFCK RFINFf1RCING PI AN / /•`E. Per 4 60-0 (Typ) / 35 0 25 0 /\—I# Per 3 060 25-0 I / 350 O tp .,....: ............. Loo p, I N l- N Ill I I III00 122 r ... [11 HCL WCR 5]� I I n III u 123100 o I NB 1916E I I7. _ ma 124100 I I r H 1/1 .4 J I iii .1::::1,. 0 " I / o_ a era I O 6 0 0 U o _ h „ l: La m /15z7 O;:e;fil 25 0 / 35 0 I s / Placed under 35 0 / I 25 0 I 1/5 0 6 mo (Top & Boll) _ lop oral (Typ ) _ /5.0 6 ma (Top & Bolt) I - /5 O 6 I5 0 6 Spice (ell, d5 Dec!. Rent Sol ce nth A5 Deck Rent DECK REINFORCING PLAN N(1TF4 1 Slogger adlacenl lop Wee. KEY NOTES 2 spen0l re Iaraemenl s ego ed at br dge scuppers See subset sheet 827 0 Nle note !10 bar lap sprees Mrumum spice length 5 6 0 3 ioaletl a chamfer 3/4 Ia nt b dga al 1 20 0 to no le A4 top bar lap apt ces unumura spree length s 3 z0 50 c m lace alsmain 0 Nternale #5 bottom ba lop spices Mmmu,,, spice length 3 6 b ) sheet 93610, m0 en nla l n Pont Date 1/24/2019 O 0 O Sheet Revisions WELD COUNTY COLORADO mesa till ]m Finn/J/tll m5 /]5I )]16 As Constructed As WELD COUNTY ROAD SUPERSTRUCTURE PLANNo SHEET 1 OF 2 Project No /Code rte Name 41999BRC_Dec4Plan0l Or Date Comments In Remo z ERC030 067 20480 `24r.-.4 VIIX Si I Iwwk sir + its 'a5.11.-' P.o 1060611 ' (sort ae sma A Scale UnI I format on Una Lender totals Re eed Desgner S Bales St cl el EM BRS] SBA 31D NO 19000072 Delale J Pe zso Numbers Vp d P n53701620 She$Q 4mb<r Sheet Subset Br dge Subset Sbeets 030 of 4] O—'r_pZ `Ij. Per 5 60 0 (Typ ) / 35 0 / 25 0 1 /5s1 0 0 6 / QI 6 0 25 0 / 35 0 cmdolV(0.,Tye 80; Abut 6 0 Lap I I lop / / /—S. Out to Out TCHLINE STA 1241 �® o HCL WCR 53 I I 31 - I25M0 1 98 1916E I CI "' Y-1—. o Lop wtO 110 of Pcrs 32 #5 0 12 (Boll 126100 I n 111 / 2 � I fi O B r Abut 6 J/ J I I J n re 25 0 / / 35 0 �I O �'i— / / 35 0 125 0 /5 O 6 ma (Top th Boll ) /5 -.2-2= 0 6 Spicec.wiM1 #5 Deco Re I . DECK RFINFf1RCING PLAN 3 Bar Bundle of /5 6 10 Top 1r eau `\ Place as Shown (Typ ) p ■ '1 Cut Deck re nforcIng . ■ s needed when n co. et Deck 0aids a . Go B 3 Bu die 3 HNA ove 1 Waterproof ng prone (Typ 1 of #5 6 10 Tap le Boll �I� --- 202.61 s Place Place os Shown (Typ ) O ICI \\_,.._n cmce as Slow s an each de DETAILe NOTES a ocem lap sp as Slogger a 1 KEY NOTES z spec airenlora_em s rootedm nr Ege scuppers Bee subset sheet B2J Oj tamale /10 bar lap spices N m m sp ce M gib s 6 0 N 3 Tooled or chamfer 3/4 ;ant n ridge DECK DRAIN Qz DETAIL Z.,:ie !s =0:.:ea iaPaspices wnm'rpn1CG 1e' s 3 aD a"es 10 0 nTmy d beta cab Posts spice nglh 3 6 See bset sheet 836 to m nfermat an Pant Dote 1/24/20113 O O O1V....4'''' O Sheet Revisions WELD COUNTY col 0.1130 oasvr.wr r o mk '` s.e "A rd:YpaM1�=t� 1 on' mstr. ".�F r.l: Dvc(9A)336 eW9 iiTK11115 alb �a ,l mo r .0 30 BO]l> nA r .361/111 21A As Constructed WELD COUNTY ROAD 53 SUPERSTRUCTURE PLAN SHEET 2 OF 2 Protect No /Code Ede Name 91999BR0_Deckl1lo 02 den Dote Comments Mt No Re.s ans ERCD}0-067 20960 Scale 1 20-0 U I Info mat en Ur Leade I gels Revised Des9 sr 5 Bales St ct EN BRS} SBA 3ID NO 18000012Alt 5:06 8r J Persson Numbers Void Pa 5,1661 1628 SM1eeQTT maer Sheet Subset Br dee 5ubsel Sheets 831 of 93 'Ma .. a enn. .e . eevaec_O. See Superstructure Delo Is for tang tud nal See Superstructure Details and (vans erne rent over panels High Densely Styrofoam maul°, on for re of ore ng Q Per boards wth 11 aspect al •th a .wlh amens on of 2 /End il ... .,.. ...r�,... .. � � - asIg Ed ab 11 l - - -Pslr<ssea concrete ige /'( e typI Cedere I ♦ n ctiT r .. .. �� L - T {. �� LLF... — p7; 2e gne:besc=9 - / "'„ ALTERNATE SUPPORT DETAIL E tend allppanelbors c/ or tracon 0 re to NDTFS v oils( t n piece concrete (lye ) Campos le total des for HL 93 Alternate Mblary Ire, slab geed and Looting d F - - I of _ - _ -_ -_ - �1 u� V V v M ca Crete snot be Class PS .ith release strength le 4500 ps a a mermen en 28 day sire 9th I - 6000 p s Entrained or not reaured la panel deck form as ale The strength shall be of least 5000 f f of the Ime al the deck paunc Ps See S ersV cell a Oeta s o onpt et d al / Use 3 e low (Closet an st a ands meet 9 lbe the requemenls 1 ASTN MI6 g ode 270 Jack, force pe t a a (F) hat least 172 km Final and t answer a re 1 n are END OF SLAB CONTINUOUS RECTANGU AR PANFI OPTION AND SLAB OVER PIER (o ce pe 51,a IF) s est mated to be 1:2 kps Inslnom on of Bar U (#3) is mpndatpry .n lour Bar U (/3) loops shall be used smmta ea sly m Ill ng the pa Is SKFWS I FSS THAN 70° care must be token is a ensure clean ng deers PARTIAL PLAN ure proper oil or to the laps the Cal der the Rectangular panel opt en shall be used for sheers less than 70 — E. _9v el eN and Como(mortar u other of ,. en la mortar a edges of panels Water del or art's. on lop of the Panels .a the Me)t the bona of the cast n place concrete II is also moor(.' that odeq ate space (•inn I 2 ) s p cded far the c rete to fel the space under the po el os the slab ca Crete is placed Panel lengths a d wdth shall be delermned by the contractor and shown on the shop plans The Co.oclor s responsible fa the utoblty of the po es on the 4 de s Erected panels shall be unto My s sported along the length o1 the po el The el Contractor s responsble for meet ng the total slab thckness shown o the Supe sir cW a Delols M planes of 'enforce., steel shown n the su erslruclu a delals are The angle and es)ant mater al are shown for lWsiraba and show only one potent al method of support The Contractor Is ream.. for the selecb°n and des an a the pone) s sport and attachment to the 'order Supper ♦ 2 'on concrete bear requ red for areas not formed wlh precast ponel5 ng delals shall be shoe') an the shop plans Alernate methods for support may be used provided they ore Coder rent how o the shop pia s a d pp 9 ed by the Eng ee SUPPORT DETAIL in place new dmens on Pr rot Date 1/2:/20161 O 0 O O Sheet Revisions WELD COUNTY COLORADO _ t ti''` a mars( I Here wok e 11115 9 et y ee emv �I"CI 44'4'02=000 '1t III. V ,r pal02 000 }a 4aL ATKINS MI pole and t a aDem CO 90))) e mLj ))))S As Constructed WELD COUNTY ROAD 53 PRECAST PANEL DECK FORM SHEET 1 OF 2 Project No /Code FT. creme a1999BRG_0eckPN01 tl 9 Date Comment Int NaReins ons ERC030 067 20:80 Scale N/A Un t Iola mat on U I Leoea I till ° Re sea Des goer S Bales 51 uct EN BRS] SBA BI0 NO 1800W72 pets ter J Pe assn Mumbel Vo d She nera2 r82e _ Sheet Subset Br dge S asst Sneels 032 of 43 hn See Superstructure Details for top slob 'enforcement (Typ ) (See SBperslruotuseeOetals) / c fee. G 'ver web SECTION AT ABUTMENT 0 able res1enl suppo t molest eh epans o )o nt mater al o h e 0t a me, um dens ty styrene Vent trapped a thane foam to fi beghl SECTION THRU TRANSVERSE PANEL JOINT$ See Superstructure Deteds for • top slob enlorceme t (Typ ) Batlsm r slob re I (See Supe t' 0(11,0 Dolor.) See 5uperslruct re Detals for lop slob enforceme t (Typ) Bottom of slab <1 lu 1 (Sc, S pe sl clue oetals) SECTION AT PIER Pa elwdlh SECTION G 'der Bar U St a ds opgsurfface (To bepltudughy cleaned freeof dnl else ds c part and felons eaters or stra de PLAN — NORMAI Panelldlh (oar es with .rde, s Bo,U® I �G Strands 00 de CG der PRESTRESSED PANEL DETAILS —35 NOTES Sawing of panels Is acceptable nt areasm whe a project ng re nforceent s not 'eau ed It Is desrable to have he prestress g strands protect from the panels os long os the p o(ectnq etre ds do e not mole e w (h other hr age comps e le • Renfbrc gperpend auto' to stint ds may be deformed rem( bars welded ere lobe ar welded a dela metl as and sholl be placed dreclly above the strands M mum ea of renforc g pe pend cola le slro ds shell be 011 se n pe ft Tens ogled o, u tense ed strands may also be used These nd v dual bas or orres shall he no larger than325 dometer Fa local on of long tud al bar a tens ons see P ecasl Ponel Oeck Fa m sheet • May be eft ced la III 0 51 a ds al 511/ One the panelw Ott s less than 5 7 and the des gn spa s less then J-7 The long tud al enforcng steel n the cast n place parto of the deck may est d eclly en the panels as eves ary to oblo n oleo emcee at the top of deck mess othe w se oted o de ales epo y co led enlo c g The tolerance on stro d placement shall note ceed 0'/ The tolerance o panel Ihekness shall of a ceed 21/ Concentrated constructor) loads shall not exceed 500 IS for 3 pane0 700 lb for 3 5 panels 0 1100 lb tar 4 pa els a less the load aelelrh led to less ilia 117 per Toto1 loads applied to any panel dur ng construction shoo nal a ceed ((7 pet Bottom Ile oral cracks sags g eater the 1/o cam. s greater than y, wit be c nsde ed e de ce of mishoncll g a erlood g oemceed g allowable lolera ces a d may he souse for relactmg panels of the Eng neers dee Cl on Panelwdih RAFT U (Y3l PRESTRFSSFO PANFI OFTAII S Pr nt Date 1/24/2018 F le Name 419998RG_OeckP 102 dg Scale N/A Un 1 Inlormot on U t Leader Ind 0ls Sheet Revisions Date Comments RIO NO 1800072 WELD COUNTYcouoawno y3f 0rre wok Oekr CO SOON 0 phi �i'1` OM1356 "000 ATKINS rCO 4 o000)80115 o 100m1 0516 As Constructed No Rev s ons WELD COUNTY ROAD 53 PRECAST PANEL DECK FORM SHEET 2 OF 2 Project No /Code ER0030 067 20000 Reused Oesg er S Boles Dotaler J Pe sso Steel Subset Br dee Volt Nl�ctu el _ hers _ Subset Sheets 833 0l 43 EN BR53 58A SheiIntOum�ei�8 spa o 3 14 a 16 lees spo 34 II spa • 1 0 II spa 945pa d4 27 spa I 3 • 0) NOTES spasna Roughen surface I/ a ampl tune (app a mate) O 6(�� l 0 4 I O 3 �X]II(D a E Erg �I c n lace) (lyp ) 2 3 AI .ark n sa y to tabr cote and natal tithe integral parts at the g rder (newt n9 the ntermedate daphragms r/6 thr coded ds a a level ng e•n pass) a eT an IM1e plans 1 a lath a In y 4 bid p e tar Ilemll be ac Predl by dr Concrete sln(6T84) NIM1 a paY urvl al LF .M1 cn s dfi (lot 2 each coal be mea u ea by tlme so L ha %•tehresea lace^ Extend 14 Wnen tan um konds ] 0 Bert g ra etl by the Engneer o of tack .clang w11 be ;Threaded n permdletl an ASTN A70fi needles re nlorc ng fleet ammson Relnffrom the lap the lore Harp ng point I art e° 5 1 ore Ing projecting of outer and re no`wlthn eagat teat a( on tle Ic in the 6rlage deck hall be epoxy _ _ cootnn tad Oam°gee plum on girder remloreng nlnn the �vder a not --- be repo red Them mu er for reinforcing steel Is 1 LA Ce ter f granly CM1amler os re0ured for I ` of strands •eta ac a al End PL wnen ■ Al grder ends not embedded n concrete dophragma cut strands aft 1 2 sprat below the surface of the concrete and Irush •m on approved epoxy �5 demeter) grout At order ends embedded In concrete doCnragms cut strands la l old wetEeocceaa area red 5 0 5L (4 etch) protect ] exc 1 as shown Do not make cos etc repots (damage less E e a a de • than 1'/ deep) la the parts of the orders embedded concrete 11rr Q Span (symmetr cal) ♦ space nth / UU Ia st up spacngs of 9 ore Use low la at on strands mooing the reauremenls of ATM A 416 r u GIRDER ELEVATION •septa al 1 a tar ai rep spac qa teas ma s Grade Zia° T. m deer dstance between groups na a 2 3(0.1 tan y. • . 6 Automat cow ens ■ The Contractor may sublet an alternate cross vanes shall be but not less than 1/ The mum co er welded anchor Local on may rangentenl l Ina ens al Ina web Ip "s • 020 a may be u ea n 1 d4 tar prestress nq steel s II/ ll may A m of two harp ng pa nls shall be used per grder Harped �si adjusted la mss the approval by the Eno near 2 D2w a res b< use us. eu of i6 t mum sire el pane n 011 0 109 . e a„ ands shall be well dal bitted of the grder ends starting .then 4 of be as a of Y3 WS nee! my be used n of d2 6 top of the greet and Os* hulas such that mere s no space 1121/ between strands greater Ihon 1 0 I the end of the order As an alternae the Contractor may place A4• • 10 0 the saes of the end the to he horned mot mere n - — — — _ —� -It— — I — I — P / n 7931 II ace Z Amhara (IyP ) wih Protect ardor I In d4 "u I 6 oeld bend over b sm ! // Ilan lud ov slab teal Real not'q °mooed epa y ea of web parallel strand! such is space greater than I 0 A. - tan mum area of the prestress ng steel Q I strand 0°meter nil mote strength of Prestress ng steel i tacker forcno e perce Fq rer deraotter all lasses _ regu red concrete strenred concrete gth at th at re aseyys f prestress force th of of the er J —I 10 t• l4 p • m at true s J gat tented netnof grade peg Cont Syop A deflect o cols strap ie ea span awe w t n place slob •strand s crash ogmz asphalt cu bs als a d walks a I fi olternole Concrble shall be Class PS — These two ea only END PI ATE DFTAU a 2 sl rues Ent. pea as s not..red for queer concrete col on re and fabr cat an off order (each race) II g III, II Use '/1 chamfer an a0 corners except as noted • dfi c°"1 Predated camber s me camber far the coder alone at 50 days Acceptable eambe va ab4ly a brutes to 206 a er the pred sled oambe GIRDER SCHEDULE 93 ne and sox under the pre!cted camber or _ 1 oche n never Is eater ne Cantraeta s epa t ta me Eng tie es ai camber greater rest rented al measures aline rented aline°surer shall. rex cored and approved by the Engneer The casts asset alto nab °teemed al measures a be Co crete1 Strength P edcl<e P ceded 2 II t ) b n by me Co tractor order Type 6pon No Greer Na L (Fl) '4 (Fl) A. (59 In) Eva (In) Ee (1 ) rl (N ps) r (R ps) fa (eel) I (Pal) a (In) Release Camber (1 7 Cl, — I I I 10 Remove Tap Fla 8184 I A 4 C 139 93 13 99 9 982 4 96 15 74 2021 4 1729 6 7000 10000 2 45 3 03 5 36 ge • 44 ca(opt(annlj 9184 I B 139 93 13 99 9 982 4 96 1574 2021 4 1729 5 7000 10000 2 66 3 03 5 36 1 y� 8184 2 A & C 139 01 13 90 9 982 4 95 15 74 2021 4 1714 0 7000 10000 2 25 3 02 5 33 n1 BT84 2 B 139 01 13 90 9 982 4 96 15 74 2021 4 1714 6 7000 10000 2 44 3 02 5 33 5184 3 A & C 13901 1390 9982 4 9 1574 20214 17140 7000 10000 225 302 533 // et 1Ae ro Ofend (lp ] ut each ena)slerups BT84 3 B 13901 1390 9982 496 1574 20214 17146 7000 10000 244 307 5 3 BT84 4 A & C 13901 1390 9982 496 1574 29214 17110 7000 10000 225 302 533 TYPICAL GIRDER SECTION I B984 4 B 13901 1390 9982 496 1574 20214 I714 7000 10000 244 302 533 A g de depth 3 I 8184 5 A & C 13993 1399 9982 496 1574 20214 17295 7000 (0000 245 303 536 0184 5 6 139 93 1] 99 9 982 4 96 15 74 2021 4 1729 5 7000 10000 2 66 3 03 5 36 Pr nl Date 2/27/2016 p Q O Sheet Revisions WELD COUNTY COLORADO �4 �s " siwll�p`eft ' f 11 I'- if N <ie e0! 0611 -1ci1}u'r�.j�' FmertsAl ll6 r00o ATKINS 466010(06.. Be 01 60117 Rime 10L111 )]Yv ]01/211 MS As Constructed WELD COUNTY ROAD 53 PRESTRESSED CONCRETE I (SHEET 1 OF 2) Project No /Code S le name g999BRC_Presl eeaeeea dot dg Dale Comments I t No Rev s ensERC030 067 20480 scale N/A Unt Inlermpl en Un! Leaee 1 tats flee sea D. goer S Bates St cfu a ELI BR53 58A 310 90 (9000372 J Pe !son DelaSheet 8 p n5d of 828 o 04, u �er VPa Sheet Subset 6r age *55( 69 S beet Sheets 834 al 43 E ter. Ceder (Typ ) Bent Plate Cosh agm Q Inte a C der HA a Hale (Typ I BENT PLATE DIAPHRAGM A 55 6 wen Typ N L 55%2 EIPTIONAL K —FRAME (Replaces 00,1 Plate 12aph earn) 15/s a Hale (Typ ) (Top ) N Plc a (Typ) SIDE VIEW SIDE VIEW SECTION A A SECTION B B FRONT VIEW RACKING PI ATF Scale 34, - 1 0 RFNT Cf1NNFCTIDN PI ATF Scale s/s I 0 ] Na Bent Connect on Plate Rent Plate /OapWogm 2 Inse for 3k See Nate is 3 Pe 6 G rder Web SECTION. Scale I - 1 0 C der Web Back ng (Plat ) Fare(Typi Bent O 010Pt agm (Typ ) Conneclan Plate (Typ TA 0307 Ball (Typ ) T/s A325 Boll (Typ ) Plate (ttyp) ek 9 SECTION® Scale 1 w 1 0 Bent Plate Pha9m (TYP) ST 84 DFTATI So. % 1-0 NOTFS I Use AASHTO 0270 61000 36 steel!. all ell on ongles and plates Calvet+. a0 cannecla angles and plates accordance eth ASTN 123 2 Use only Da ASTN 0325 Type 1 uls a d bolts and ASTN F959 .a for steela ly cp neatens olt,Bch.o,e allnuls bolls and washers n a debt nth ASTN A15] Class C Batts are sip critical Pravde as Class C surface tend ton 3 Use N Da ASTN A307 0 ode A nuts bells a d e steel and concrete connect ons Galva Ie all nuts bolts and ashers n accordance .lh A5TM A153 Class C e Use ASTN F036 . hers forOleo c etc anto steelcannecla s Gal te all.ashers In accordance nlhaASTN A153ClassC 5 use threaded m e is fa ❑aphragm at a s to a ter or grde s Place Inserts Or wm e pe do O o eel] P o de ees co.Ih a nen m ultmote to sle cop. ty 01110 Nes 6 Adlusl Ocala of nserts a d h web to ova d le fe e c nth prestress g strand C..nate changes •tn bent connect on mate ad.., 7 F eld d ling of he 1 co nett on plate s pe m fled Feld .ells 0 e at pe welled B Include ollmoter eland 0 101101 on cost of g der dapNagms n cost of order 9 The Ca tractor s respanslale for dote wen ng ecessarytl b c g aeels and lc po deg o , spec I i d o .bathe co to s to be encountered for each spec fc prated 10 nbro eo°Tie nterrnedote dapnmgms (.hen used) sneihe c eared to me adtace t g des sat Iteneo sly .th the a beta ai the g de a 11 Use and nstallot an al the ntermed ale daphrayms shall not ref eve the Contractor r o ) e 24ty to c nslr et the WO k n hch p ay clew a sa y gdty sup. 1 is all loads mposed and pro des n the shed structurethe Ines and grades cleated on the plans 12 Apply Loot to Mhesve or app a ed equal l0 0oph eV" boils beta e t ghle n9 Pr nt Date 1/22/2018 Fle Nom 01999BRG_Pre tressedConer02 dgn Scale As Noted U I I to matan Un1 Leade I lets 9ID NO IB]00072 Sheet Revisions Date Comments wet O WELD COUNTY COLORADO 'r✓� oe� sal m wee ¶00 Coder CO 1010556 0 Nov D 000 ATKINS oat OTC Co_ Rae 700 Cure m 70277 In 021 7225 0 r 1010210 2226 As Constructed Na Revs ons WELD COUNTY ROAD 53 PRESTRESSED CONCRETE I (SHEET 2 OF 2) Project No /Code ERC030 067 20460 Revsed Designer S Bates Dela le J Pe sso Sheet Subset B age Veld St: malbe smel _ N Subset Deets 035 01 03 EM 81353 58A so Iriusli bgr828 - - Lrmts al pay le gln fo Br dge RalType IOU (For post spat 9 zee subset sheets B10 013) 8 1 2 r e ]G o 311 tro stn 8 mm 1 2 max mn ma 10 0 Ma 10 0 N° past spec a 10 0 N° 2 5' See a Ot 11 The he of I a stun Nava ynwh I I Q Post--...,„.!br I/s a ls/, stalleddeck 11/s e'/ slatted I °t spices 00100 of br dce holes M1aesl/ slellm e pn de a �c. POST n pest I M1 toe all be between rol otro when rdge rota tl s roadwayguard2 1 dge dace h ° ] ay 2 • net` tl.h br dgeas deck does co fume ha e e a erloy when o e e hampered 'eel tat 10 0 m placed pasts (Tye) NOTES• Al tubes shall be ASTN A 500 Grade B NI posts a base a 5 rade 50 "L'L M1ale n post' 111 fL' I NI other st el shall bd e eASTM A 36 uesz otherwise noted re The oho a meter -al and all anchor balls and m cellaneous n and washers al h.11n later cat oolt on n n a Sect° 509 after [a dance [ tale I e Were ng steeld st uclural sleet elements al onl0 m to the repo ems 0 al secta s 601 602 a d 509 respectively ] 9 9 Open 'ant curb t° match I°eaten a d ledlh for ed ry°.see slab (I P ) (tro ) O d L J E d a ,15,olo ancho :Tag," c° c ale shall be ASTN A 36 (AHTO L IL lyp c°I lace 05"="3"°"6` seeps NIB]) steel hat be galva xed 1°:.„°,1.1°.7 Ireotmenl evees or 10 t seolo ts° t the curb RAIL PANEL AT The tubes shall be shop bent or tobrcoted to It ° EXPANSION 1FVICF RAIL PANEL AT hat :ante cu ye when ae u:: ees ma 1500 feet RAIL PANEL AT TRANSITION SECTION TERMINAL SECTION Fl FVATIRN — RRIf1GF RASI rubes ,Hall be a° I a , Hal lee, u°n t.° goes N (See aad.ay pa a fe end. egua mg atlochme Ito guo 2 ou) .eded batl .p'ee. Nlbe ;Lend t m, tube salons o (Se Roadway plans fo ends not attecned to Guard Rol ) Scale 1 • 5 0 I Ig ns cenlulme of the lade sd« shoe be 1 8 m um and 72"6 2 6 ma mum Iran Ine cenlerfne of the p°slsnm I[ o hale Al bolls that ha lack be tightened to B II Ire Ic lace a washers shall s ug only '/ �I p°�� °r n Posts s allbe pe pe 0culo to the lo glad at aad•ay o art \ a slats nho l ol — grade past I all f4. Iube T _ One or more 10 0 posts specngs may be reduced (6 aa n) n order to ma nt°m date a °Ir°m the tl olulne tl m TS 5 5 3,25 0 nil1�!�. hale ° a pans0 10 Is Ee tubes for — Po t wube made u de Item 606 Br dge Rai l far e het net nut Relflect° tab l reflector mount tab all pasts, anchors base plates beckngg plates meteor loth s ° tl lack wasne � w each of Past See M 606 I — PLY W a IB sc°II bets m e aneous bolls n is washers tubes tube ma ] ant e pans o de e curb concrete ethreeesetst W 8 z 18 E 2 • • 2 threaded — anchor studs porn he ale ha de ea wane , L_._. far delals 121 — _ f1 ° `u .. a Y arl to. G1'/ holes OEranan II,%. ;U sI'/2 Pr asi spa)lothM1olonlrenlof thslsteml and e4g Q and anchor 9oP en znq Ixontal sots draw nes comply win the equ tame Is 1 section 105 helbe°e PLPN — POST DETAIL s subm um m the E a ne to nlarmet an only ELEVATION and lack washers automat cony 2 Ir e d welded to tube 2 --�— r=r�r�.1(I I-rl — R III 2 stru[w °l5tel Scale 1 1 0 Sole / 1 0 MSCTO N 183 (ASTN A ]6) I 36000 Ps __ 3 0 PASHTO Si 223 (ASTN A 572) GRADE 50 f a0 000 pc [ b Ism SO 1fi Q. pl ce COLO FORMED ASTN A 500 GRADE B f 6 000 ps For amtone aeons see nets knees d• Cott (tot 5) 7 3 , ` L.:�..�I 13 ' rule 7/. S 0 lab toted d c Rsp° as shown G 2 1 I 0 A]2s c ut e 9 bolls �� Slob renf°rcnge APP ae n Slabs 638 slob re O Br dge qe — r I _ _� F -Y - ; - - - 1 _ - r- - _ from iS A 572 PL _ r t- -r tubes and 1 . 6'z - / A32„ bolls n nuts .In new nuts and c4 washers (Pro( 21/2 ) e s Deck zee s hsel / 3 Plaeez sheets B30 6 831 + -j 17 and oc4 - - - - washe s washers I INFORMATION ONLY SECTION O TOOLED JOINT _ _ V, I% e.,.II '\ f 1 15 5 5 3125 a tube apace and 1/, . 0/ slots al 6rldge eepn deve DESCRIPTION UNIT PEFTLIN .. '/x Sol both a and o ter 1 bes slogger loped bottom set acs nt° structural Steel (Go vanxed) LB 45I stele 1 0 I/, u hoes O'latent post spat nqs ea(s°l pt at pans on Ant e a °Pposle ends of some post space (Range of mot an 1 0a1 bdg, a pension dean, ) Concrete Class D (Brldae) CURD 06 a 2 Ys fi PI AN - TUBE SPLICE ANCHOR DETAIL, Scale 1 1 0 Realeag steel ape,. Coated) LB 6b Scow 1- 1 0 Pant Dote (/26/2018 Q Q Q Sheet Revlslons WELD COUNTY COLORADO r" � r "' I 'III w 51 ' I la su, �1 I'YI`n2 _1 POi�mesRAl is�6x:ann ;,y ry -' pp�5 /\I wl orel.e ate 222 Raea3000/121222sPer 2rni a As Constructed WELD COUNTY ROAD 53 BRIDGE RAIL TYPE IOM SHEET I OF 2) Project No /Code 41e Name a1999BR0_Ra 1101201 dg Oct. cammenls )ATKINS l No Penns ens Enna 067 20.80 Scale As Noted ant I la mat an Ont Lem, I tats Rev Del aver s Bales 51 at el EM BRs3 SfiA 310 NO 16000072 Dela le 3 Perssa N mheis .d Pa IB2B sheep er sheet subset Br dge SubsetAees B3fi of 43 RAIL TUBE DETAILS Thra Beam hat '090.9 2 5% 2 8 mil 12 max 8 t o tr —Back q plots o �la 1;1,77, e t0000lyP ) _Cl caller tralluc face a c b } 6 RACKING PLATE E'/e042'/t H5 bolts (tot 3) Helve a ip/. ul90, 3 u N s bolts . rn 9e uts Z L .Os a ono Ilock .0090, SECTION® Scale I I 0 Q 1 0 H 5 bolt (Typ ) TS 5 5 3125) END PLATE DETAIL d tun 9o'e Scale '/ 1 0 SFCTIRN ON APPROACH SLAB Scale '/, ' 1 -0 Pr nt Dale 1/24/2018 Pile Nome ♦Igi0SBRG_Ra010u02 dqn Scale As Noted Unt Info mot on U t Leode Inlets Sheet Revisions Dale Comments In t BID NO 18000072 WELD COUNTY COLORADO oft of PAR nun rr FF ._;�r.� (a Penes CO Mill eW ism) 038 0000 ATKINS feat 0IC flet 5.47po oevue 03 Awe 00.Vli1lcOts T n30NJI 2226 As Constructed No Re.+so s WELD COUNTY ROAD 53 BRIDGE RAIL TYPE 10M (SHEET 2 OF 2) Project No /Code ERC030 052 20480 Roose0 Designer S Bates Delo le J Persson Sheet Subset Bridge vad Nwaala.el _ tubers _ Subset Sheets B37 a1 ♦3 EN BR53 58A st-gitS45%1828 B a, 3 .... s MM. ....... Centerine of Roadway #8 0 6 T YS (Pro 1 6 nto appr slab) 2 deep pour pa nt filer sealanlp1Estend ` 6 or silicone ce of curb or bridge raJ 20 0 (mnm m len. IS) 5 0 1 0 SECTION Scale No Scole With Hal Ms Asphalt cadeay each Slob DETAII Scale '/> I EP"' 3 s6 Chamfer (lyp ) Slope to nays, 0 OZ li%11 mn Sleeper Slob Approach Slab 6 Hot le Asphalt aver WatNema of 2-0 51 gage golv(to 60 ncluded the Iwo 4) SECTION® Scale % - 1 0 2 On 2 2 LO Patch df `o`approach lev. n at (Typ ) f.:112 1 a 5!.." (tot 3) P. 'n (tot 3) See Sleeps Seclo `n9 oes gn TYPTCALaI A TR STTION See sheet GENERAL 03 la more nlarmel on #5 tat 10 eq spa 01 0 SLEEPER SECTION scale 11: 1 0 Taken no mails, a pa son de ce (2 es, place) Bridge 00,0 Approach slab Sleeper slob ISOMETRIC VIEW TYPE ION RAILS Scale No Scale Nj1TFS, a0p�oa�1`i sloe: 0 (Brags,) shall be used TO, Spec 421.10 l0 1 mote of shall meet AASHTO ho e pa san de ce 40109 see subset Sheets B40 & 841 for curb and rat deta le see subset Sheets, B36 IL B37 10500060abfc0lo`s`1a06 E` `Oec4 Ca c0el 006e S b.ectonp50( 9` •catacm 7 es,[ ]0. Pr nt Dote 1/24/2018 fie N m 41999BRG_Appslobol dgn Seel, AS Noted Unit Info mato Unl Leade Im60ls 310 NO 1/3000072 0 0 Sheet Revisions Dote Comments WELD COUNTY COLORADO IIII xl5ose0,4ll p es sat .,.. 01 R Ron T07013Y 4000 ATKINS 46010TC OW SOO CO Aver 0P5 I' .OVAS1 SSA As Constructed No Res, Tons WELD COUNTY ROAD 53 APPROACH SLAB Project No /Code 660230 060 20480 Re sea Des ref S Bates Delaler J Persson Sheet S Inset B age Vo St ucla _ N mhos Sublet Sheets B3B al 43 Ere RRS3 585 S ea1'eI828 ropros mote Cofferdam Local an Cofferdam (Des grid by Contractor ,-\ Feel wig Dodge Foal wig Nock or Tremore Slab (Desgned by Contractor) Brat wig (Des aced by Centracto ) (Typ ) r s r s r y r s r s r s, s/\! d / \' l Brdge C01umn I Pte (TYp ) l l X / \ / \ / • r 1 • • • • r • r • r • r 1 • Brdge Col inn PLAN Per Cop Nat Shown far Clot. ty _F—hL f_J_i_F J_i_ r-1-1 r T 1-1 r l l II I IIIII I I 1 1 1 1 1 1 r, 1 1 1 p, 1 1 1 rig I Sheet Revisions -AL Bran g (Desgned by Cpnvacto,( (Typ ) Sheet Pae Des geed by Contractor) (Typ ) Bottom of Fou dot on See subset sheets 022 6 023 to Els ate NOTES 1 Codes a d Standards II PASHTO Se enth Edt an LARD •Dl Current Inter ms 12 Geotechrscal des epo 1 Weld County Rood 53 ova the South Platte RIser Br age Replacement Protect Weld County Colorado dated 709051 B 2017 2 Sobmmas 2 1 Temporary shay wig (Cofferdam) to be des gned by the contractor 22 SubrOt shop 0,owngs along wth calculations noted to be s grid by a proleevonal englnee egstered n the stole of Cala ado 2 3 Sabra I shop drawings and calculations to Eng neer a a weld County for review 24 Const ucl on of tempo dry carte dam .hallo 1 begin unit plans and calculators are found to be acceptable (E G Geometry Load Cord Ions Etc) wth no a septa 5 3 Nscellaneous Notes 3 1 The contracts s solely respons ble fo oil safety egulat acs 0,0grams end orecaut acs related to all work on II, s protect 3 2 The contractor s solely esponsble to the protect on al pe sons and p operty ether on o adjacent la the p olect a d shalp elect It ago nst nlury damage or loss 3 3 Neans and methods of construct on a ect on and r aal of structural compo cots o d male ars are solely the contractor srespons btl ty 34 The contractor s espo able m formethods and sequence of construe ton andthe adeq any al 199nstructure to suppO I loads ocur during construct on of the project Faro Oh all temporal y bracing shot. wig and/or 54,00,1 as may be reap. ed 3 5 No structural mod l cot ons alte,alons ar oceans shallbe mode w lhout pr or review by the Eng neer Sulam i del0ls and calculat ors prep, ed by a profess anal erg neer eg stared the stole of Colorado P nl Data 1/26/2018 Fle Nome 41999BRC_Sho gOelois0l dgn Scale / = I 0 Unit Info mat on Unit Leode I lass Date Comments 310 NO 18000072 WELD COUNTY cot 002600 �r = Via.,, w>9, ad Oeeer CO 50611 Ines (9701336 .000 ATKINS Age VC yes AO s� Dome CO 60231 303/71 1223 .301/121 2216 As Constructed NO Re so s WELD COUNTY ROAD 53 COFFERDAM DETAILS Project No /Code ERC030-067 2O48O Remsed Des goer S Boles Dela ler J Pe sson Sheet Subset Brdge Ve d St ucl ref _ mho, Subset Sheets B39 of 43 CM BR53 54* >p w Nat moon _ a r E E NOTES R. The exports an aey ce matt be entailed on grade parallel to the slope a e grade of Fnshed grade , I Typ the Beck '/ Weld ng not allowedrot' / I L�r t I pans. t de ce moll not be set before the deck ele atone ha < been _- go approved by the Engneeel The Contractor other rd snots of the gePanson dente co taete r bbe,l'ad apThe a approved la ache a Me repu red eevata a far smoother rtleabl ty an bridge opproacnes I ° RAIL FIEI D SPI ICS PETAL' Atte Ine concrete has phoned ntol set the attach.. is used to hold the Ru 0 11— I I t E scold 2 - I 0 exports on device assembly in Its proper Dos I an shall be removed Q E dmens°nse ore de 1 up° the pat.. a pa son de.ce suppled and shall be shown an the work ng drowngs an de ce Se'1 Idameen,00^d Aenso s ° tl W nte.palale as needed Do not nstall the gland n M1as ape ea ap ,66,„ at lepat P/ Neap ene gad ® al TF e hod (er0ee z) _ The neoprene gland mall be nslalled n one pece n accordance loth Sect 516 of the Stands a Spec 'cot ea s AS C (Qydp ) (Tat a) I/) 2 I Ili Bo oaSECTION THRU STRIP SEAL BRIDGE EXPANSION DEVICE E _ a See Sect on 51809 the Sta dad Spec heat ens fo water l gnl nte9r ty test g /epueementa �/ Set ele at ana at tap of header and sleeper stem a tf the grade pralect on scheme S ce NI steel 15 co (whether g ode t dfi a ASBBI of tte br age a pans per d^9 plates lee olio outran cod after lobr cation Section en R 0(AS6 a Sect on taken do la to L e pn device A588 Sieell ./e 50911 of the Slanda d Spec lcpla a Scale S a 2 1 0 pep use aof 1 °. more to ° maaaae east nq conaeans and a run al I for rte. n conzt run clan '/ 1 P/. 1 ACCEPTABLE EXPANSION DEVICE Al TFRNATFS l 3 Block a (ryp ) bar notch far Header (3) t see anchor WH 8 awn A26400 SSA} Straght edge Ba Odin Steel WA SE400 Type A (A 36 Steel) E po y Eng needed Mole als 5400 A St p Seal R J Watson Sl cope SF 400 ANCHORAGE DFTAiI A+250 Stem (]) Scale 2 I 0 '/ Ply.p d n0lee to 1�-1 Vc eam drn notes mr 4.a rare In re tbead 1 0 N<aeer 1 o Sleep. eulkneod forme (not sno.n) la to I2d Na lap tea as shown Approach slob (2) a6 dad rode an 11 concrete rods for 'coshed ap nD can earls r'osh or In too t) . I stem (ryp each ode) o Plywood gusset each ode GRADE PROJECTION SCHEME Sleeper slob D) ea. Blooakledg ir' eeum��u��-�.w� •. 4 4 Post (Numbers n Dareniness refer to Irsl second and th rd concrete pours)_. 4 io Scale '/ 1 0 a ^ ea an anal Holed fa Post �- TYPICAL ANCHOR BAR DETAIL •. Teds corttnubuz sll plate Scale 1 1 0 fi 0 d t° °osl4 NI in eatl Roe spat g Approach slab ,�- '/ 1 6 p E pa ° wslhl O laced o Illateer J 4a 6 6 al o 9(TYP) Tn pwama AIR A W Anchor Bar ISaac ng I I end ^od TEMP Abut 1 Per 3 Abut 6 Abut 1 Pier ] Abut 6 I I I Sleeper slab 30 F 238 40 292 408 65 542 0 F 211 ]4 253 461 59 503 Canal 1°n 30 F 1 83 2 e 215 4 33 5 3 4 65 MINIMUM SUPPORT RRACKFT RFOU RFMFNTS 60 F 1 55 2 2 1 ]] 4 05 4 7 4 2) NOTES Scale '/ 1 0 90 F 1 28 1 6 1 ]B ] 78 4 1 ] BB I Provide capons on deuce support as shown at 6 0 1701F 10 10 10 ] 5 35 35 nle a • Concrete shall be placed after moons an dente has ism q 1 ha. he ea se as 0000 aloe �`pn« 1u:1 y in. c ode ol�at n° sin `ed rte by the 'A ANCHOR BAR SPACINQ 2 Hero For E IV, (Mtn ) /Inch.'1(Tyo) Mcho Bar s Scale 1 I 0 Prrinl Date 1/24/20I8 p = Sheet Revisions WELD COUNTY COLORADO `h 01pe.u..l l Pmsc sus I �^ _ n IH sl e I 1=Fs.j eFleeAytelgl Jas:aoa zifa�.lil ° ATKINS Im1 plc I� Bel )m Rs.Oe l6J/S21J)7)b )0)/2)1 72)6 As Constructed WELD COUNTY ROAD 53 BRIDGE EXPANSION DEVICE (0-4 INCH) (SHEET I OF 2) Project No /Code ) Name 0_E pDe o1 dg Date Comments 1 t No R �n ohsERC030 067 30480 Sable As Noted un t 1 la m t an W t Leade I t xis Revised Designer S Bales Sl claret Est BRS] SBA BID NO 1800008 0eta 1<r J Pcraag Nmhns vo d p 7°1828 54 m bar Sheet Subset Br doe Subset Sheets B40 01 43 11,11 12 Ali SST '/ a ■ 6 Headed Meo studs h6 (lee) Grnde exposed a s to A fad us Lame curb co er1PL (436 0 cases stem) er l• — T oleic PLAN 1 10 Neepre glo d ( E pa se 0 500 Fl FVATION E E pans on 05005 Trail c For 44)001 she. 0reel on see hedge plans Vs 0 10.00.0 c rests o d '/: a 0ml cod cap screws (countersu 000 3) Provide 2 and mum cover between anchors nd on concrete surfaces SECTION® 1r E Espana an de ce SECTION® score / I 0 ISOMETRIC VIEW Prowl Dole 1/20/2018 Fde Name ♦1999BR0_E pOe 02 dgn Scale I - 1 0 Ural Info mat on Sheet Revisions Dale Camme Is lent Lender Islate 31O NO 18000072 WELD COUNTY cowluoo 1/' y. IIM Sanif Nprc .see year 0m6]I r (9701 J.M+dW ATKINS MI= GM 5.0e X0 Ocwer CO MO, a.p< oval nx r. 7O/217275 As Constructed No Rees ans WELD COUNTY ROAD 53 BRIDGE EXPANSION DEVICE (0-4 INCH) (SHEET 2 OF 2) Project No /Code ERC030 062 20480 Reesed Des goer S Bales Oetater J Pe sea sheet subset Ee age Voa x�u:`ta.el _ be,s _ Subset Deets Bel of 43 EN 8453 584 sh«PSrliVASe2s TOP OF FILL V FS. TOE OF FILL * 2'-0" P • • • ELEVATION /11 PLAN • e� 0 c 0000�0'000�0J0 0 0 0 0 0 a Q 4' - SECTION .w:- opproacn slob) mrn Undisturbed existing ground or compacted •oodwoy embankment material Minimum berm dimension. • - Minimum embedment of abutment into Structure Rockr,n. GENERAL NOTES Unless shown otherwise in the plans, this drawing gives the minimum extent of Structure Backfill The Contractor may elect to extend the Structure Bockfa beyond the limits shown Here. My additional Back fill beyond these limits will not be measured nor paid for Structure footings which are located in rock shall be poured out to undisturbed rock, without forming, in conformance with 601.09 6" l SECTION eaCkf dl LEGENDS Structure Bockfill (flow-fih) (Weld County mix design) i a t0 0 0 Q0 Structure Bockfill (Class 2) Filter Material (Class B) Roadway Excavation Structure Excavation ABBREVIATIONS O.G. Original Ground P.S. Planned Subgrode F.S Planned Finish Surface For purposes of quantity calculations this template applies to end of wingwoll. Undisturbed existing ground or compacted roadway embankment material �JU4v0�0`OvO�V o aa C 0 0 0 J C 3 .0 0 NEAR END OF WINGWALL SECTION 3ockf'ii t !l !1 A Al. .. „ A A A NEAR B.F. OF ABUT, F S Print Dote: 1/24/2018 Rae Name: 41999BRG_ExondRockfill dqn Scale: N/A Unit Information Jnit Leader .',Le s BID NO 18000072 Mtn: Sheet Revisions Comments WELD COUNTY COIflR.AIM) t]epal•,.ent of Ophbc Nwis IIII N Streel Greeley, CO 8063! Pte.*: (970) 356-4000 ATKINS x601 )1C 3lvo Suit 700 Denver. co 8023> 'done: 303/271.7275 r ov: 303/221 -12Th As Constructed No Revisions: WELD COUNTY ROAD 53 EXCAVATION AND BACKFILL Project No./Code ERCO3O-O67-2O48O Revises: Jes,gner: S Bates Void: ;eto'Ier: .1 Persson Structure Numbers EM -9R53 -58A Sheet Subset: Bridge Subset Sheets: 842 of 43 She isa gfr828 Pay lmis at Str [lure Back( n(Flow Ill) 3 Tlck law dens ly palyslyre e or co aae ale Ea dhaara rod Undsturb,d a slog 9aad.pyaemhanLmenl �Ballom o(n g 6 0 Pe (crated pee al 2% grade ....am Alter Elea ng Ile lowest wog roue the run to daylalt wth on perforated ppe For hmlts a( geolest le see data( SFrTION PERPFNPIU) AR TI) ABUIMENT Scale V. I 0 6 a Non pe (rated ppe (Subs lace drain outlet) n Max bend ppe SS �r See Si 605 I far end uealmenl delo2s \r ✓ Law •ng 000 6 o Pea sled ,°ou�o-oeoao �`—p°e dose Aran o r o oat Sa �°q`oo 0 0°0 �°j✓ Structu e O�G Filer m°lard( Gass B O .C:: of ] tn. how de sty polystyre e collapsible corbaord rod (Tyro) 9FCTION s<ale '/, t 0 6 Geatestle (Ora nage) (Class I) $ INCH PERFORATE() PIPE UNDFRDRAIN Scale '/: ^1 0 6 Inch Perforated Ppe Underdra n ncludes all F lien Mater al (Class 61 and Geotexble Damage) (Class It s rounding the Ftter Malenal (Class B) Br dge ruts nat spawn Law eng---/ c a�C4 lo. dens ly lysyreor aA pyyle ca boo tl .°.°71`1',77 Flaw Fn� Fite alai al r11+/ r�� Clues B o°o5- 2.( SECTION® Scale % 0 NOTES The ma m bit Ihck ess la Structure Backlll(Fla. Fit) slafbe J feet Add lo allayers shagnal be pieced unll the of salute( Backitl me <-Fnanles lost<cllsoli ce me stu a le he ws a an ou a g Payment rah. mode vide Item 206 St act e 8 56/11(Flow FR)and saFe s l 1 r has tl r cencam°oc le 0 anofi (6 nonperlarotetl ph td pp ne Ppe UnEe tlram ens subsur lace Orann Oullel pe) Install. an af Ppe Underdran Subsurface Cron Outlet and Geoeempas Ie D g'05 .1l canto m to the Conal Eta eau ems is of Sedan 60503 60506 and 60501 aspect sly Prot Date (/21/2018 Fie Name 11999BRG_SlruelBack/u dg Scale As Noted Unl Info mato, Sheet Revisions Date Camme is Ind Unt Lease Int els 310 NO 18000071 WELD COUNTY COLORADO %7417,1,,l Nest I.. °Reno OM 356 l000 1�b ATKINS 46010IC Ra AO Deem a eqm f75 303//tni, )]lib L As Constructed No Hems ans WELD COUNTY ROAD 53 STRUCTURE BACKFILL (FLOW -FILL) Project No /Code ERC030 067 20180 Reused Des gner S Bates Dela ler J Pe assn Sheet Subset On dqe Vod St ucivel _ umders Subset Sheets 243 01 13 CM BR53 58A Sheep T.uF.Mi°c1628 ml l II tt 11 \ IIh,III `, I 19' Il 2 1 1 , 1 III 11 V ^^ e°i 14`11, ( t lI /1/ /// 4'I I ,I\1� /// II \ \ �w // ,I I /// /I __ L _ /,\ I' _ __ T� - rur_FB___fD_AFB____D'�Fo-��o--erir `�Lt_` -T-3-2-__ __�f_-pN� v�-- amIDmA„2n'�1yL 1 ```\ �_W--�_ _, �\4.-Q--__c_ O O• _O EXISTING ROW- O O_�-^ 0.----- 00 ��_� I o-+ x _. a 25 - ea SECTION LINE O p//' TOE OF SLOPE /r TOP OF CUT loc.I _ --p___ X___ e__X___ — `�- -�`___ 'I---N---N---X�I-e---.--=-_11 _i _- -- _,r-.==,�-$ ® -� / / ,` / / NCR SJI / J I , I `W li E -vim _ �` onE"ytii_` _-+�'r=-T=--`- __u._=rB___v�= �h-F-_>n�___E_ _�___c-_-ONE-Oiq _ =�d==rd=�_°_- \ rG=-.G_=-Fu---Fa-`v--.co--ro-FD_=-c - _____ — - —yL+�s EXISTING JJ ROW i O-�� _ CONSTRUCTION EDGE OF GRAVEL PROPOSED TOP CUT PAv MEN --^ SEE DRAINAGE PLAN AND PROFILES Imo/{I PIPE a 110+73 (OIL ACCESS) I �' s \ SECTION / / TION LINE SEE DRAINAGE PLAN Av0 PROFILES I ++ PIPE 0112+24 (HOUSE ACCESS) PROPOSED ROW I /ls., TEMPORARY ` 70P OF CUT / / I EASEMENT ,-- 7I -_- O / / •, Y _ — •C / rR ,ice ��.e OF %',�� _ y—� / �� \+,(_^ ` 1A/ tEE DRAINAGE PLAN AND PROFILES / / ' I IPE •O 115+02 (PLUMB DITCH)_ � /_ /' TOE DF T 1FP DF J r••��-`v SLOPE _ �( CUT; �.1 '!I ,r/ ! + ,,,,,,__,,,-- 'Ir /'^_ r f / ..1.:,- //// f ;_. Cr o Ma__ ^ - i'TDEOE_SMPE ^ - -- ��r�/ 316 EDGE OF F>' r-, . _ ,. — _ — _ L'F ^ WCR.'5,3 / / / _=fs-.�.�z / ZOE-0F' O-, fF-➢ •�sT1__�N _=.I V. ' - t T-�iOE e�9E0PEs-"r___1--_ -- �-___ "-��. �z '� __ _ _ ROW n. -'1s1•, =, __ �� \f0=f0��ilF-7'11-- +t.' -- 11) __ _ I' \� \\\� _ __1__< -- - -' - - 1 3Y �— / / n.' c, EDGE OF PAVEMENT EDGE OF GRAVEL SEE DRAINAGE PLAN AND PROFILES P[PE O 112+]5 (FIELD ACCESS) -- �C; {F _ � -` �E = 4595_ EXISTING {[( I' //// Is e\�billG — wpm Date 3/9/2018 Q Q O Sheet Revisions WELD COUNTY Co7.OITnoo RLfc lrese mNMI 356400a ATKINS 460 MC Net 1 FN CO 0010 2 .303/211222 675 As Constructed WELD COUNTY ROAD 53 GRADING PLANS Project No /Code FTe Name WCR530ES_Grade0139n Nor. Scale 150 Vert Seale As Noted Date Comments Imt f3 -1'—' ?ttitnlmlal F'� i'I pem NO Rev.a ens ERC030 067 20480 Unt Information Ilnt Lead r 2ntelz Revised Des goer LOL Sv owe EM 0953 SBA BID NO 18000072 Moller LOL N nbers Vo d Sheet Subset MADE 5 Met Sheets 010F 04 Sher N moor A82B PROPOSED TEMPORARY CONSTRUCTION EASEMENT TOE OF SLOPE DGE s RAVEL GE OF PAVEMENT __ - -- ODD SEE DRAINAGE PLAN AND PROFILES ABUTMENT APPROACH DRAIN NORTH Pr nl Dote 3/9/2018 Fie Name WCR53OES_Graae02 eon Hans Seale I50 Vert Scale As Noted U tInto rmot on DID NO 18003372 U Leaee Meals Sheet ReVI8lons Comment ;b> PROPOSED RC Js' N I / \ \ Jl 1 \ ^,V4 EXISTING ROW 1 1 `\ b`l1 E DRAINAGE PLAN AND PROFILES TMOYT APPROACH DRAIN SOUTH c \ \1 ` ////ADE /PROPOSED TEMPORARY SLOPY t/CONSTRUCTION EASEMENT EDGE OF PAVEMENT <EOGE OF GRAVEL _ DC OF PAVEMENT Reins ohs WELD COUNTY cog ORADO it AN at PRtc Bab 1C[I-�ilri.'1' PIowCO SOSSI (e0) OH-44LO° ATKINS ICC OTC B2.2. Sul 700 DenveCO Tae.uvvl nn tor TOP OF CUT As Constructed Res ed TOP OF NT 65 SEE DRAINAGE PLAN AND PROFILES 0 129160 DOUBLE 10 8 CRC WELD COUNTY ROAD 53 GRADING PLANS Delete Sheet Subset GRADE Structure IWnb rs 02 OF 0 Project No /Code ERCO30-067-20480 EM 3953-58A 5nP4PN/528or828 BOIS-1.342 ID'S, IS AY S.S1 a^,. as N OP'Bf CUI i _ -_ /ii/�� , —' //4. -rte /% i—_� —A, / `- OE OF FILL ��y%//// / PROPOSED ROW ' // -- —EDGE OF ja.LiEL d - __— —. TOE S F EDGE GE GRAVEL — — — — — — — 1O--- �� - /PROTECT EXISTING ]--T-]J- \ -- u __ ��E- TRM ---,_1 � 0 25, 50 O O O 0.. TOP O ..CUT w�Yr- 1 Y DOE CF GRAVEL_ !� OF PAVEMENT-, - - - - _ _ _ _ - - EOGEOFGWAVE x -159O TRW O6So_ WCR 53 O V O O EXISTING ROW / _- - <' _- PROTECTTRN EXISTING PROPOSED TENPORARII < CONSTRUCTION EASEMENT - EXISTING ROW / O 0 _Lcl m TOE OF FILL - TOE O a — PROPOSES, TEMPORARY CONSTRUCTION EASEMENT {EXISTING ROW Pat Elate 3/9/2010 File Name WCR53OES_GradeO3 dgn Harz Scale I5O Vert Scale As Mated Un t Iola m t on U t L nee Irv[ l 31O NO 180OOO]2 Sheet Revisions Oats Comments Ind WELD COUNTY col onnno ATKINS As Constructed t M x Street No Revs ona OM OTC FInel Geel 700 Roil*0135.000 TeOW 303/22I Re 'sea Omar ID 30137 F I°3n2TSJ5 VOe WELD COUNTY ROAD 53 GRADING PLANS Project No /Code ERCO3O O6]-2O48O Des goer LOL Detaler LOL Sheet Subset GRADE SV ct ILOLers Subset SA le O3 OF O4 EM 0053 55A she*QR 553Rf428 Print Date J/9/2018 File Name WCRSOOES_Grade04 071 bale 50 Vert Seale As Noted Un t Inlarmot on 31D NO 18000272 U t Leader Ind o PROPOSED TEMPORARY- -CONSTRUCTION EASEMENT SEE DRAINAGE PLAN AND PROFILElt N PIFIE 0 250+86 72 O O I 5O EXISTING I O N RBW N ,,\ Sheet Revisions Comment No Rem ens WELD COUNTY cot ORALS() ,, r�i ow N sn i et Pal can 11, ley 03 80631 ATKINS 1601 OTC Beel Ster 700 Denver CD 0231 Prow 03/721 035 Fa.3343/2L 1278 As Constructed WELD COUNTY ROAD 388 GRADING PLANS Detader SFset Subs el s+ucme Numbers Subset Sheets 04 OF 0 Project No /Code ERC030-06] 20460 EM 0553 58A snpae44r mi3O 828 12 I Zo �.-7 OIL ACCE$5 I � EXISTING p 1-1 � STRUCTURE P 0 E STA 306+50 00 TO BE REMOVED p ,d- NORTHING 39397718 PROPOSED TEMPORARY I I I O BY OTHERS ft Q FASTING 261399 II CONSTRUCTION EASEMENT /--- (1m ° as sa I°° 4,01 I II 221 Irl '--- —_ O aI PROTECTION I � 69 - - _ PROPOSED ROW O OI RIPRAP OUTLET I _ - v ---� �Y•. / --� o /// - HOUSE ACCESS M N TOP OF CUT 30 RC '2i2'0 30 FES I I ! Y _ /•7'"--•:-4.Bp elPROPOSED DITCH //� "• .•e��_'`e'�v`.."�"•^ •• �J O RIPRAP OUTLET ALIGNMENT / n PROTECTION / -93, ��•e� 4 /-i.%r-�`:: - "" - _ r I - / _ :-G: �- .6 J{"'/�~'_ -\`• _ -- -) 460 sr � _ / /a ��..:� _. �j� 1 30 FES/ - • 96 - F -- '- �i '+1 WAfI -/- (S RCP EXTENSION SHEET � - / I� %(SEE SUBSET SHEET 02' `� „�-\ - 1,±� . _ _ . - - 3 +r � — =-2--,_-.0--- _ —_ YA ? --Ts" \ ---- -- _ _ __ — — _.._ 30 d9EP -.- — -. --_ x ' � � — _ _� �f O PD 4cR-53 ----- -- POB STA 301+0090_ �� 4fi0• _ _ - - - -- - 3 TYPE 5 ORTHING = 393434 64 _. 18 RCP _ - FASTING -mu -404L _ .,(SEE SUBSET_` -----1----`---I---I---T —_t --_ - - :Q -SHEET 021 `>`-3�-3 / iiEae- - !i--I---1---I--- ---I---1--EMBANKMENT PROTECTOR L,j 4E8 .. _____—__ - '' �s NOTE CULVERT INFORMATION CIII VERT INFORMATION I) SEE DRAINAGE DETAILS SUBSET STAR RIPRAP 0 A 401 acres 0100 36 I cfs DHW I5 DA. III acres 0100 38 3 en OHW I6 - (SHEET CUTOFF GEOMETRY 0U FOR ADDITIONAL RIPRAP WALL AND DITCH SECTION ST4 301+33 AHW 20 STMT 1311,11 AI. 20 ]) PURE LENGTHS DO N T INCLUDE 4610 STA 301+55 0 STA 8 • 2 46 10 INVn 4596 STA 303+93 03 ilas HOUSE ACCESS 100 YEAR HGL STA 301499 64 %tSTINC rGROUNO INV 4592 23 OIL ACCESS STA 304480 _ - 4600 —� \ -_ ,-.}NVout 45957D 110 -J _ - - YEAR HGL - m IHVBEt=N5 RIPR BEGIN STA SO RRPAP 0*60 R 84304+60TRIOCKN, 305+35 38 RPM (12 INCH) S' - Z0 a. x600 Ld PROPOSED 0[TCH �- Y RIKPM THICKN:SS (,2 INC 0 2 0 L=NGTH=7I 34 GROUTED (II AVG WIDTEoDG LENGTH`22 4590 RIRPO0pp INCH) ad 7F ]2 LF —" a 100,0 — , �' CONCRETE STA ]02+9964 ETD 302*0 RIRP' °II IN 8 - • — M100/ RIRP' (I1 IS ( C'1��----,__ w g- G ' - 100 YE HGL ._� AVG 013TH LENGTH 7 50 -74 96 m n� - ° n_ 4590 I 1 l I (DEPTH 3) SEE MOTE TH5 SHEET AVG WIDTH -750 LENGTH 1000 AVG WIDTH -1 LENGTH -3303 9 — CONCRETE F WALL_ CUTOFF' (DEPTH. -3) SEE NOTE LF a 329/a-- �� 1,4 I. r7 \ � )1 RTF 4.�� —.- ---_ — Is 4500 A I PIPE O STA 112+24 3804•LT PROPOSED 3 (HOUSE ACCE'.'S) RCP THIS SHEET PIPE 0 S A 114+7415030 PROPOSED 30 T (OIL ACCESS) RCP RIRP' (12 THICKNESS INCH) Ij;: 20 ° 1 50308 4590 301 00 302 00 303 00 304 00 305 00 306.00 307 00 00 Print Date 3/9/2018 Q Q Sheet Revisions WELD COUNTY col ORADo �— A''- ) o erc 01 -No lIlIPis otIn T�N•Y CO 6�J1 fa7°I 356400° Iqy �T�I�S 489 OTC red S I `1O1. 3ro 03/I 7175 ° ]0.1/1]1717fi As Constructed WELD COUNTY ROAD 53 DRAINAGE PLAN AND PROFILES Project No /Code Poe Nome WCR53HYOR_PnP01 don Date Comments _In t _ ERC03o 067 20460 Re .an: Hone Scale 1 50 Vert Scale I 10 Unt Infarmaban Un t Leader Totals Re zed De= goer LDS Structure EM 6453-58A BID NO 18000072 Detaler NPT Nmberz pa IB28 SheeQ 5mR I' 'fed Sheet S beet CROP Sublet Sheet, 02 OF 03 \ •\ • o • STA ]2s err ' \ THING - 3'3 52 4 \ �, .' i \ �� __________ _ \��- — WCR 55 / -- � - __Ne o \�� \ ��FASTING \\'L_c., .C PL U DITC \ 21]: rl �AGDESS 1 �'.`�\\\�� 1 .. \ '\ �\ 1,� —.�•f,s• 4' FES `,�y l ( y _ — �a4:e �\ t\� ••4`a',a \ q� Ir� .C�i. �'�\" `�'` \ r/r \ `lil� �� a xs z Ioa P^y1M\BOI—TCH frI_ — _ ._— p O N] FIELD ACCESS _ '=_ ��^ 'rU� — ----„9.0 _ T^\leL =• �_ P 0 R STA JIDH2O 00 t- ' i =_' t ORTHING = 393357 HO O - FASTING - 26147484 O - - in o / e'I Z 18 FES �� 460e _ IB RCP %, t'i 1_1 :L-��i _ "+`.- -S- _ 1 �E_, O - O EXIST ROW jr-f_-1_ N• - 1'2 RIPR/P OUTLET PROTECTION n m n .= 0 -/ O M = e��` �'.�!\ \� L \ •11`A..' \\ c '•n-' '+`�.�C,. �` A \•\5` O ~-_" ^•, RC �`� ``\\ EXISTING IB \CPS\ \ \\ p \ \\\\\ \,'""•` P 0 E STA 322+5D 00 '� -' :�_ S �\ `L t" 1' NORTHING - 261574 7Ba ]6 1 \ `°'" CONCRETE COLLAR\\ Ws FASTING 51 pW 1\\ .� `,\` (TIE PROPOSED 48 RCP �aa\\\ 0 \ TO EXISTING 48 RCP) .. y.. Ya. \ - `, % \\ a 4, \ • � gz \ • 8L. \• \ .:}R4 , `\ \\ ' ` � 1 \\\\ Cr \ \ c,\ C) \ '( A`•, ` \\� A\\ 11� .\ d► - q \ \\ ",\\u - P 0 E STA 313+0000 NORTHING - 393750 ]6- 4610 Iaa FASTING - 261550 44 STA 311+3 0 INVn 459672 PROPO- 0 GRADE TA 311+7849 _ - -- PROPOSED WCR EXIST) 5] G GROUND . NOTE II SEE CUTOFF CUTOFF 2J "' DRAINAGE DETAILS WALL IN DI) FOR ITCH Y i LENGTHS DO NOT SUBSET SECTION INCLUDE 4610 4600 EXISTING _1— ----'TA GROUND 1II+2}gP _ n'^r'l c,a -05 - 151.W co a o - -L NVaut-4596 51 STA 311iB4 --- ENO RIPRAP AAHICKNESS-20 VG wlp,H=4 /LENGTH 49 (12 INCH) 50 ' 00 4590 BEGIN RIR'AP THICKNESS AVC (12 INCH) 20 WIOTH=14 }0`! _ENGTH=13 70 IC. HG �. - YEAR -' _ - PROPOSED 4 DITCH CONCRETE (DEPTH 3 _ - F - CUTOFF WALL S A 320 4265 4600 _ - Vol t5B] 2] _ - - ---- STA 342 ltt 2844 ONCRETE CELLNi / r EXIST 48 RCP INVout 458126 18 RCP 32 LF 0 0 -- .OX ___ _ , DETAILS SHEET O3) f r\ WITH FES EXIST ELEV I1 o •1 4590 0/540, v. r -___.-__ /�T0 458135 REMOVE SEDIMENT ROW LINE DISPOSE OF MIO 4a80 CULVERT A 0)OOOw NFORMATON 0 f ac 2305x: - 1P 8848 ^CO•A` 5 0C 0500 AHW 20 STA 320+2300 SEE ORP SUBSET SHEE 01 FOR RIPR LENGTH 0440 _ ' TA 321+3853 IIV=4582 21 FEMOVE EXIST FEN10 ADD CONCRETE COLAS EXIST 48 RCP I EXIST 4B 82 LF a TO t _ RCP 1061 p' 1 L s _ _ PIPE 0 1121]5 4_40 RT (FIELD ACCESS] _ _ I 4570 PROP ED IB RCP a x sa EMEND EXISTING 40 (PLUMB 0 RCP s IISh83 TOO a x sa ]10 00 311 00 312 00 320 00 321 00 322 00 323 4570 00 Pr n1 Date 3/9/2018 p 0 Q Sheet Revisions WELD COUNTY co, OR1DO iY I0Ipp.n.MPbv<evs 1 I t H se 4t Or ow GIS0631 PNan.NO) 156-41100 >LL p y ®� .-___ $ ROI OTC AO PwDenr,3O/22I AA A21 7276 As Constructed WELD COUNTY ROAD 53 DRAINAGE PLAN AND PROFILES Project No /Code Fle Name WCRS]HYOR_P,P02 don ogle comments IC) Na Remmons ERCO]0 067 20480 Harz Scale 1 50 Vert Sca4 1-10 Un1 In10rm4l an Un,) Leader In t,als Rev,se0Structure 0. 0200,0, LOX EnM5�5sgR 3ID NO 18000072 Oeteler APT Nu0Ecrs v./ Pa fB�BA '4" Number Sheet Subset DROP Subset fleets 02 OF 03 (I I \GG I ( I I '.--1,,,, \ WIN..WOLL INFQRNATI(yry PROPOSED IONTEMPORIAT i/ / 4 /((1Y. CONSTRUCTION EAMENT\� ar JI p 40 FES / \\. \ � i 7 /( I I \ \r �/` \\\1y, I \ 1! '\ I �I I I I WALL H L B I _� . l /Ill I w it II A 1 10 4 19 5 45 I, E%ISTINC D 10 4 16 90 P 0 B 5TA 330M0 00' ORTHING ]95]IJ OB DOUBLE1 TT P %I T C 10 a 17 90 EASING 2615'729 l~ %CBCI ICI' IG. ❑ 10 2❑ 65 TOP OF CUT _— kte-VW n ii I 9 I ��•I "I ( l lII `, II 4 �I: 1,'.I 1III�I I I III /ti s I I /I iit".�,:f 1 EXIST ROW \ / 5� V � _ _ // f �� r— -SIT1 \- c� N^-.�� `�^ �� /% + A F / y `(1/, 4 .-{ A / NORTHING - ]95728 04 �i� /J! a� POE STA }02+0000 +,=''/ Q 4 CICJ/✓� FASTING - 261881 55 }din•: �f I( RIPRAP OUTLET CHANNEL GRADING PROPOSED ROW Te) 3f \ \ _ \ \ 1, \�.. ` 11\i �\ 1 / 4 PpOP ROW—(� I r-) I t I /o II�j�J\,11 C' ■�I iLMI\IN��L\■� 1 II N��I 2 TI 10%BCRCiI�_ �d In l a ,�� 1 , i�� t I.r �\.: fY7r� 4l I II II II Ilia�l_�I �4 .A..__.2.,--, -_ P 0 E STA 332+5 0\ NORTHING - 61781 ]8 L EASTING 261 J81 qL / ^f - _ ii= � � l� ` PROTECTION ` -/ �� ` �' 1/ ' J P ❑ B Sr."21 W0 00 ` f Z� ORiHING =-7458942] �II�� , 4 \mob F≥`V\I \A/ TT. EASTING = 261783 50� y, wGy ��`\`\\ J '----4-2,-. 'w g'17,---7. �`/Pa `t� �� _ \\ \\\��\�\�i-- _ \ O \CHtH \ ` 25 Sa laa 4610 No VFRT INFORMATION P.VFRT INFORMATIQN NOTE STA 331+12 78 0 A 9 660 so mi NOTE SEE PHASING PLANS D A 15157 acres 0100 88 5 Os DHW 12 AHW 1 0 D SEE DRAINAGE DETAD-S SUBSET (SHEET 01) FOR ADDITIONAL RIPRAP - CUTOFF WALL, AND DITCH SECTION GE]METRY _ INV8-4503 36 0100 764 cfs DPW 09 MW 2 0 FOR CBC CONSTRUCTION AND REMOVAL EXISTING GROUND 2) IFNCTH PIPE LENGTHS 0,i PE FFS NOT INCLUDE 4600 6600 COSTING HEAOW WINGW L/ LS 514 INVout=4582 331+84 82 64 VPI ]0 52 12 ,EL 450]92 1 PROPOSED WCR 53 HEADWALL/ ]40W9'8 I —PROPOSES WCR 388 STA 341+5757 INVK 458591 ASVew -__ _ 1NVaat-458:.56 vol 341 87 04 mnA 00 YEAH HGL WINGWALLS EXISTING TO BE REMOVED CBC __ E 458541 4590 4590 _ I __ `,/ ym'w - _ C 6X9wv -- - I .°60 RIRPAP (12 INCH) iN lop-YHG AR—II- — ta�.\I. �__y_�` .... 100/ 100/ ,` I J S'. -3d THICKNESS, 0 AVG WIDTH -120 LENGTH 17 _ T I I7A2 CLP'(BHT SGENTI- 48 RCP LF a 050/ CUTOFF WALL ) RIRPAP (I2 INCH THICKNESS -10 AVC WIDTH -110 LENGTH -160 to 4580 �� In 4580 DOUBLE 1 XB CSC � � A•.. RIRPAP (18 INCH) THICKNESS -3 ( AVG WIDTH 32( LEWGTH=88f CONCRETE CUTOFF WALL CONCRETE CUTS (DEPTH -3) SEE NOTE THIS es F WALL SHEET _��i.2ry��.'�.i _jll ' - RIPRAP (18 IN.H) 4 01O4 m AVG WIDTH -280 AVGTHIWIDTH-28 LENGTH 50 3 [ 6 s _ _ SEE rOT= CONCRETE C CEO 8 SEO lCTE WCR 388 THIS SHEET CUTOFF WALL TE THIS SHEET PIPE 0 250+86 7 naa — S ,-.-1 4� e 4530 (DEPTH SEE NOTE THIS -3) SHEET CUB SO BOX CUL DOUBLE RT 0 STA 129+57 10.8 CDC n 48' RCP o 4570 370 00 331 00 332 00 333 00 340 00 341 00 341 DO 343 00 Pr nt Dote 3/9/2018 O = Q Sheet Revisions WELD COUNPY COL ORADo nnl •I/.-.—T,.•",��x slra.�lau «a. +Tetiy CO 8063i n tTr i l920, lye rasa I. f 3 ®q pp /\Y �IIW� 4601940 BM o' Mme 03/22oT CO I 722S a 10/221 )276 As Constructed WELD COUNTY ROAD 53 DRAINAGE PLAN AND PROFILES Project No /Code 1 Fle Name WCR53HY0fl_PnP03 tlgn Date comments In ne Ras an s ERC030067 20080 Hors Scale I 50 Vert Scale 1 -10 Re sea Des 9ncr LOR SVuct re E M 0453 58A Unt Informal an UnI Leatle I Iel'()�1'IA`•'�`—FA_i _ _ 303 40 18000072 Detaler MPT �'bers Vo tl Pa n,557of 828 SM1 Q umber SF e t S be f ORPP S beet SM1eets 03 OF 03 VARIES WITH CULVERT SIZE PIPE IN TRENCH DETAIL NTS CONCRETE CUTOFF WALL (SEE DETAIL THIS SHEET) LEGEND. COMPACTED STRUCTURE BACKFILL ® CLASS t WEOUIRED k\\-73 EMBANKMENT MATERIAL FLARED END SECTION CONCRETE CUTOFF WALL THICKNESS 8 1 SEE DRAINAGE PLAN AND PROFILES FOR CONCRETE CUTOFF WALL LOCATIONS AND DEPTHS 2 THE COST OF THE CONCRETE CUTOFF WALL WILL NOT BE MEASURED OR PAID FOR SEPERATELY BUT SHALL BE INCLUDED IN THE PRICE OF THE FLARED ENO SECTION CONCRFTF CUTOFF WNI_RFTgq NTS FINISHED GRADE GEOTEXTILE (DRAINAGE) (SPECIAL) FILTER MATERIAL (CLASS A) (MIN 9 ) 1 SOIL RIPRAP DETAILS ME APPLICABLE TO SLOPED AREAS REFER TO THE SITE PLAN FOR ACTUAL LOCATION AND LIMITS 2 MIX UNIFORMLY 652 RIPRAP BY VOLUME WITH 35X OF APPROVED SOIL BY VOLUME PRIOR TO PLACEMENT 3 PLACE STONE -SOIL MIX TO RESULT DESIGN RIPRAP GRADE IN SECURELY INTERLOCKED ROCK AT THE DESIGN THICKNESS AND GRADE COMPACT AND LEVEL TO ELIMINATE ALL VOIDS AND ROCKS PROJECTING ABOVE DESIGN RIPRAP TOP GRACE GEOTEXTILE (DRAINAGE) (SPECIAL) OIL RIPRAP RIPRAP ELM NTS CONCRETE CUTOFF WALL (SEE DETAIL THIS SHEET) PREPARE COMPACTED SUBGRADE PER SPECIFICATIONS DR PLACE UNDISTURBED SUBGRADE PROFS F NTS OUTLET PROTECTION NTS SHALL BE WITH EMBANKMENT MATERIAL 4 -INCHES OF TOPSOIL SHALL BE PLACED ON TOP FILTER MATERIAL OF THE RIPRAP AO SHALL BE SEEDED (CLASS Al AND MULCHED (MIN 9 1 GEOTEXTILE (DRAINAGE) (SPECIAL) SOIL RIPRAP DETAIL NTS TOPSOIL LAYER AND VEGETATED AS REQUIRED ay PLANS MD SPECIFICATIONS FINISHED GRADE DETAIL I REGULAR RIPRAP SHALL BE PLACED AT THE INVERT/BOTTOM OF THE CHANNEL SOIL RIPRAP (SEE DETAIL THIS SHEET) SHALL BE PLACED ON THE SIDES OF THE CHANNEL 2 ALL RIPRAP SHALL BE PLACED WITH GEOTEXTILE (ORAINME)(SPECIAL) FILTER BEDDING (CLASS A W/ MIN 9 DEPTH) AND A LAYER OF GEOTEXTILE (ORAINAGE)(SPECIAI ABOVE THE COMPACTED SUBGRADE TABLE 701 19. GRADATION SPECIFICATIONS FOR FILTER MATERIAL SIEZE SIZE MASS PERCENT PASSING SQUARE MESH SIEVES CLASS A CLASS B CLASS C TS mm (B'I 100 P smm(1/I 100 19 9mm (0 ) 20 90 100 471mm N 4) 0 20 20-60 60 100 1 taym INo 16) 10-30 BWam (No 601 0 10 10 30 130cm INA 1091 0 10 T6am(No ]IMtl 0 3 0 3 0-3 EXISTING/PROPOSED GRADE rSOIL RIPRAP MIX SOIL ARO RIPRAP COMPLETELY (SEE NOTES) PREPARE COMPACTED SUBGRADE PER SPECIFICATIONS OR PLACE UNDISTURBED SUBGRADE SLOPE VARIES (SEE PLANS) RIPRAR TO MATCH EXISTING/PROPOSED GRACE FILTER MATERIAL (CLASS AD (MIN 9 I EXISTING/PROPOSED GRADE GEOTEXTILE (ORAINACE) (PECIAL) PREPARE COMPACTED SUBGRACE PER SPECIFICATIONS OR PLACE UNDISTURBED SUBGRADE y_iumi_clairiajyamu NTS Print Date 3/9/2018 Fle Name WCR53HYD_Oeta0s dgn Horx Scale N/A Vert Scale N/A Sot Into mat on Unit Leader In els RID NO 16000072 Sheet RevNslons Date Comments Ind WELD COUNTY COLORADO minsveleAI Ptak AvSI AFt+I Ti ea' - E. P IAAl OIe-1 0a 1A) ATKINS 7602 T doom • S 400 ovwer CO BOAT P Plat 00L11N T6T5 F v30YJ111216 As Constructed No Rev s ons WELD COUNTY ROAD 53 DRAINAGE DETAILS Project No /Code ERC030-067 20480 Revised Des 9ner Deferrer MPT Sheet S beet DETAILS LOR Vo d Structure' _ Numbers Subset Sheets 01 of 03 EM BR53 5BA 5heeQK558 e1820 A S e 2 a d G eb 4 TOPSOIL GEOTEXTILE (DRAINAGE (SPECIAL) FILTER MATERIAL (CLASS Al WIN 9 1 CONCRETE PAVEMENT SUBBASE CONCRETE SLOPE AND DITCH PAVING BEGIN CURB TYPE 4 (SECTION Ml C I R GUARDRAIL TRANSITION TYPE 30 OR 3H (SEE PLANS FOR TYPE) 6 SECTION A -A NTS GEOTEXTILE (DRAINAGE) (SPECIAL) 4 20 R CURB TYPE 4 (SECTION MI NORMAL EDGE OF SHOULDER PAVEMENT 8 BEGIN GRAVEL SHOULDER 2 GRAVEL SHOULDER y GROUTED RIPRAP TO EXTEND TO ABUTMENT RIPRAP AND FORM CHANNEL TO THE SOUTH PLATTE RIVER GROUTED RIPRAP (18 INCH) COMPACTED 5UBGRAOE PER SPECIFICATIONS OR UNDISTURBED SUBGRADE WARP SLOPE AND DITCH PAVING TO MEET SHOULDER PAVEMENT FILTER MATERIAL (CLASS AI )MIN 9 1 GROUTED RIPRAP (18 INCH) 4 TOPSOIL NORMAL EDGE OF SHOULDER PAVEMENT PAD FOR AS EMBANKMENT PROTECTOR (SPECIAL) PAD FOR AS GROUTED RIPRAP SLOPE AND DITCH PAVING TOP OF EMBANKMENT 8 GROUND SLOPE NOTES 1 DETAILS OF CURBING ARE SHOWN IN STANDARD PLAN N 609 I 2 DETAILS OF GUARDRAIL ARE SHOWN IN STANDARD PLAN M 606 I 3 STRUCTURE BACKFILL MATERIAL SHALL NOT BE USED IN THIS WORK EMBANKMENT MATERIAL SHALL BE USED WITH CONSTRUCTION REOUIREMENTS IN ACCORDANCE WITH SECTION 203 EMBANKMENT MATERIAL. WILL NOT BE PAD FOR SEPARATELY BUT SHALL BE INCLUDED IN THE PAY ITEM FOR EMBANKMENT PROTECTOR (SPECIAL) 4 PAYMENT FOR THE QUANTITIES SHOWN ON THE PLANS FOR THIS WORK SHALL BE AS FOLLOWS 507 GROUTED RIPRAP SLOPE AND DITCH PAVING Cy 609 CURB TYPE 4 (SECTION MI LF 615 EMBANKMENT PROTECTOR (SPECIAL) EA 5 THE PAY ITEM EMBANKMENT PROTECTOR (SPECIAL) INCLUDES THE STRUCTURE EXCAVATION ANY OTHER EARTHWORK CONCRETE SLOPE AND DITCH PAVING AND ANY EXTRA WORK REQUIRED TO MODIFY OTHER PAY ITEMS PAD FOR AS EMBANKMENT PROTECTOR (SPECIAL) PAD FOR AS GROUTED RIPRAP SLOPE AND DITCH PARING GUARDRAIL TYPE 3 WITH W6 X 9 STEEL POST CURB TYPE 4 (SECTION M) NORMAL EDGE OF SHOULDER PAVEMENT GROUTED RIPRAP 08 INCH) HMA PAVEMENT (7 INCH) (PAVEMENT TO BE CONTINUOUS PAVING) aDMPAGTEo sUBGRAOE PER FILTER MATERIAL SPECIFICATIONS OR (CLASS A) UNDISTURBED SUBGRADE (MIN 9 1 SECTION C -C NTS Pnnl Dale 3/9/2018 Fla Name WCR53HYD-De tails acn Hares Scale N/A Unt I formation Vert Scale NTS U t Lead r In t al BID NO 18000072 C] O Sheet Revisions Date Cammen(e Ina WELD COUNTY car owAsno RZISOC9=000 ATKINS 3002 1(dxdog6 es2 Orme CO 802X2 PPOO 303/121 MS Pac000/22( 2226 As Constructed No Perigees WELD COUNTY ROAD 53 DRAINAGE DETAILS Project No /Code ERCO3O-OBT 20030 Rev sea Des crier Detader MPT Sheet Subset DETAILS CDR Va d 5laatvI _ tMrtOers Subset Sheets 02 0l 03 EM-BR53-50A .41101«828 el* elP ] 0 B ■■■■■■■■■. / I D ®4 2e 6 ■■■,-�■■■■ 44 E F o i11i1 'p- \ .-.. PROPOSED 4B RCP a sr 1 EXISTING 40 RCP (PROTECT IN PLACE) • ■■■■■■■■■■ $4 1'19 L`. 6 k4 ti 6 It F L�'a 1g4EF O 6 O 6 O 6 HEADWALL REINFORCING ELEVATION SECTIONS SECTIONS NTS NTS NTS NOTE I CONCRETE COLLAR TO BE CONSTRUCTED IN ACCORDANCE WITH THE GENERAL INFORMATION IN BRIDGE SUBSET SHEET BOI 2 CONCRETE COLLAR WILL NOT BE MEASURED DR PAID FOR SEPERATELY BUT SHALL BE INCLUDED IN THE PRICE OF THE 48 INCH REINFORCED CONCRETE PIPE (CIP) P 5t Date 3/9/2018 Sheet Revisions WELD COUNTY coLonnoo ATKINS 1 T0dnn°P/ A I 5,41 40 CO 80337 Nvv A1s 'vsOe Ear 30)%12, ]176 M Constructed WELD COUNTY ROAD 53 •ats Na Re„e and CONCRETE COLLAR DETAIL ERCO]O 06]-Y04BO Project No /Code Fle Name WC05]HYO_De<o is egg Date Comments Init Fw- _'„'..7 olio mmt l l Pale Omer C➢ 606E Bvr(s76I s56-aoop F '' Horn Scale N/A NTS p = Un t Informal on Un t Leader In bale Revised Des goer LOR StruciveI EM BR5]-58A BID NO 190000]2 Dote ler MPT Rumbas Me d --.' — rn-ar� Sheet Subset DETAILS Subset STeels 03 of 03 1 SITE DESCRIPTION The Contractor shall comply with all COOT contractual requirements and all requirements associated with the CDPS SCP on this project The SWMP Administrator shall update to reflect current project site conditions A PROJECT SITE LOCATION The protect a located within Weld County approximately eight miles east of Greeley Colorado The project s southem limit is opproximafely the intersection of WCR 53 and WCR 58A oath the protect s northern limit approximately located at the intersection of WOE 53 and WCR 388 The BLM coordinates are Township 5N Range 64W southwestern quarter of Section B PROJECT SITE DESCRIPTION As a result o/ the September 2013 flood event in Colorado a portion of WCR 53 over the South Platte River suffered severe flood damage and although rebuilt to the Interim condition the Weld County Department of Public Works and the Colorado Department of Tronsportatlon (COOT( will replace this sketch of road and bodge with a design that meets current standards The proposed mprovements include constructing a new bridge with a larger hydraulic opening that sill convey the full 100 -year peak flow oath freeboard widening the bridge to meet the current roadway section design standards ralsing the roadway profile to he in with the proposed bodge Drainage improvement associated with this protect include roadside ditches culvert improvements and erosion protection The protect also includes the extension of an irrigation ditch crossing C PROPOSED SEQUENCING FOR MAJOR CONSTRUCTION ACTIVITIES This project is designed such that the existing bodge will remain open during the construction of the proposed bridge Below is a list of the major activities a Construct field office/staging area and provide Cretan control for these locations b Install initial erosion control Best Management Practices IBMPsI around the penmeter of the project as shown on the plan Construct the vehicle tracking control and concrete washouts as directed by the Erosion Control Supervisor (KS) c Clearing and grubbing of the site d Removal and stockpile at topsoil e Implement intenm erosion control BMPs as wok is being completed 1 Install culverts odjust utilities and grade site Provide and maintain erosion control as shown on the plan and add additional BMPs as needed g Construct the new bodges roadway approaches and knish site grading for protect area h Move 00thc to new roadway and bridge Remove existing bodge and approaches Final grading and stabilization of the construction site as construction Is Indeed D ACRES OF DISTURBANCE I Total area of construction site ILOC (PERMITTED AREA)) 10 B acres 2 Total area of proposed disturbance ILDAI 10 B acres 3 Total area of seeding B 0 acres 4 Total area of impervious surface 2 7 acres 5 Total area of NEW impervious surface 0 4 acres E EXISTING SOIL DATA the soils within the project consist of a Type A. B C and D soils Geologic maps reviewed for the project indicate the alignment is underlain by Quaternary age alluvium Sons within the South Platte River channel are mapped as recent alluvium surticial deposits adjacent to the channel ore mapped as older gravels and alluvial soils (Braddock and Cole 19781 The geologic mapping of the region Indicates Cretaceous -age Laramie Formation bedrock underlying the alluvial soils (Braddock and Cole 1978) The CPT pushed at the proposed bridge abutments indicate that the alluvial soils consisted of loose to medium dense sands and gravels to a depth of approximately 15 to 20 feet (elevation 4 573 10 4 570 feet( underlain by a three to five foot thick layer of loose silty sand to sandy sit matenal The sals in the channel were interpreted to be generally very loose to loose silty sand to clean sand r EXISTING VEGETATION. INCLUDING PERCENT COVER A survey including general desorption of Basting vegetation shall be conducted by the SWMP Administrator poor to any ground disturbance on the project The SWMP Administrator shall photo -document gusting vegetation where an work wit be occurnng The SWMP Administrator shall also pedarm the vegetation survey fronsectls) including photo documentation as outbned in Chapter 4 112 0l CDOT s Erosion Control and Stormwater Quality Guide Pre Construction Date of survey %Density Description of existing vegetation Map or fable showing Iransect locations in SWMP notebook tab I7 Post Construction Date of survey %Density Descrlphon of existing vegetation Doh of CDPS SCP Closure Map or table showing transect locations m SWMP notebook fob 17 G POTENTIAL POLLUTANTS SOURCES See Fit Construction Activities under Potential Pollutant Sources The SWMP Admioisirotar shall prepare a let of all potential pollutants and their locations in accordance with subsection 10725 H RECEIVING WATER 10011011 locations Runoff from the project will follow the historic drainage pattern and out/all into the South Platte River There are no pipes that cattail directly to the South Platte River 2 Names o/ receiving water's) on site South Platte River 3 Ultimate receiving water South Plater River 4 Horizontal distance nearest water of the state is from project Witten Project Site I NON STORMWATER DISCHARGES ALLOWABLE I Groundwater and slormwater dewatenng Discharges to the ground of water from construction dewatenng activities may be aulhoraed provided }hot a the source is groundwater and/or groundwater combated with stormwater Ihot does not contain pollutants b the source and BMPs/Control Measures are Identified in the SWMP c discharges do not leave the site as surface runoff or to surface waters d The contractor shall protect all wok areas and facilities from water at all times Areas and facilities subject to flooding regardless of the source of water shall be promptly dewalered and restored at no cost to the owner This shall include removal of any debris caused by flooding Any dewatenng shall be done in accordance with Subsection I07 25 CONTAMINATED 2. If discharges do not meet the above cntena a seporote CDPS permit shall be obtained by the Contractor from the CDPHE See standard special provision 250 Hazardous Waste and Contaminated Water 2. SITE MAP COMPONENTS Pre construction A PROJECT CONSTRUCTION POTENTIAL SITE BOUNDARIES See Erosion Control Plans B ALL AREAS OF GROUND SURFACE DISTURBANCE See Erosion Control Plans C AREAS OF CUT AND FILL See Erosion Control Plans D LOCATION OF ALL STRUCTURAL BMPs/CONTROL MEASURES IDENTIFIED IN THE SWMP See Erosion Control Plans Print Date 3/9/2018 File Name 9/CR53HYO_Harrotive Eon Hone Scale N/A Vert Scale As Noted Un t Informal on Uri t L cider In t els 310 NO 18000072 Sheet Revisions Dote Comments Imt WELD COUNTY cD OTLADo �� oiva5y ie v =am. ATKINS ICK Bad m 8011] F sosA?rlesn75 As Constructed Be Revisions WELD COUNTY ROAD 53 SWMP NARRATIVE Project No /Code ERC030 067 20480 Re Bed Va E Des goer LOB Detailer i UPI Sheet S beet SWMP SV sr Members S bset Sheers 01 OF 07 EM 0R53 580 shP15 0,14x028 O a 0 U P c rr 0 s ie it 3 0 0 it 41 nt o_ D. LOCATION Of ALL STRUCTURAL BMPs/CONTROL MEASURES IDENTIFIED IN THE SWMP See Erosion Control Plans E. LOCATION OF NON-STRUCTURAL BMPs/CONTROL MEASURES AS APPLICABLE IN THE SWMP See Erosion Control Plans F. SPRINGS. STREAMS. WETLANDS AND OTHER SURFACE WATER See Erosion Control Plans G. PROTECTION OF TREES. SHRUBS. CULTURAL RESOURCES AND MATURE VEGETATION See Erosion Control Plans H. AREAS USED FOR STORING AND STOCKPILING OF MATERIALS, STAGING AREAS (field trailer, fueling. etc.! and BATCH PLANTS See Erosion Control Plans 3. SWMP ADMINISTRATOR: A. SWMP ADMINISTRATOR FOR DESIGN: . ---.,.: ..x..- Lee Rosen. P.E. Lee.Rosen@atkinsalobai.com , 720.475.7105 B. SWMP ADMINISTRATOR FOR CONSTRUCTION; (As defined in Subsection 208) the Contractor shall designate a SWMP Administrator for Construction upon ownership of the SWMP. The SWMP Administrator shall become the owner/operator and assume responsibility for all design changes to the SWMP implementation and maintenance in accordance to 208.03. The SWMP Administrator shall be responsible for implementing. maintaining and revising SWMP, including the title and contact information. The activities and responsibilities of the SWMP administrator shall address oil aspects of the projects SWMP. (Update the intormation below for each new SWMP Administrator) (Copy of TECS Certification must also be included in the SWMP Notebook.) Ito 1 J < •- A •� C. EROSION CONTROL INSPECTOR: (As defined in Subsection 208) The Contractor may designate an Erosion Control Inspector. The Erosion Control Inspector stall complete duties in accordance with subsection 208.03 (c) (Copy of TECS Certification must also be included in the SWMP Notebook.) idlionellem,,Awastkookati.kibannaIlon 4. STORMWATER MANAGEMENT CONTROLS FIRST CONSTRUCTION ACTIVITIES THE CONTRACTOR SHALL PERFORM THE FOLLOWING: A. POTENTIAL POLLUTANT SOURCES Evaluate. identify, locate and describe all potential sources of pollutants at the site in accordance with subsection 107.25. CDPS-SCP and place in the SWMP notebook. All BMPs/Control Measures related to potential pollutants shall be shown on the SWMP site map by the Contractor's SWMP Administrator. B. OFFSITE DRAINAGE (RUN ON WATERI I Describe and record BMPs/Control Measures on the SWMP site map that have been implemented to address off site run-on water in accordance with subsection 208.03. C. VEHICLE TRACKING PAD/VEHICLE TRACKING CONTROL I BMPs/Control Measures shall be implemented in accordance with subsection 208.04. D. PERIMETER CONTROL 1 Perimeter control shall be established as the tint item on the SWMP to prevent the potential for pollutants leaving the construction site boundaries, entering the stormwater drainage system, or discharging to state waters. 2. Perimeter control may consist of vegetation buffers. berms. silt fence, erosion logs. existing landforms, or other BMPs/Control Measures as approved. 3. Perimeter control shall be in accordance with subsection 208.04 5. DURING CONSTRUCTION RESPONSIBILITIES OF THE SWMP ADMINISTRATOR DURING CONSTRUCTION The SWMP should be considered a "living document" that is continuously reviewed and modified. During construction, the following items shall be added, updated. or amended as needed by the SWMP Administrator in accordance with subsection 208. During construction. indicate how items that have not been addressed during design are being handled in construction. If items are covered in the template or other sections of the SWMP notebook indicate below what section the discussion takes place. A. STOCKPILE MANAGEMENT: Shall be done in accordance with subsection 107.25 and 208.07 B. CONCRETE WASHOUT: Concrete wash ovt water or waste from field laboratories and paving equipment shall be contained in accordance with subsection 208.05. C. SAW CUFFING: Shall be done in accordance with subsection 107.25. 208.04. 208.05 D. STREET SWEEPING: Shall be done in accordance with subsection 208.04 6. INSPECTIONS A. Inspections shall be in accordance with subsection 208.03 (c). 7. IMP/CONTROL MEASURE MAINTENANCt A. Maintenance shall be in accordance with subsection 208.04 (f). 8. RECORD KEEPING A. Records shall be kept in accordance with subsection 208.03 (d). 9. INTERIM AND PERMANENT STAIILIZATON A. SEEDING PLAN Soil preparation. soil conditioning or topsoil, seeding (native). mulching (weed free) and mulch tockifier will be required for on estimated 4.6 acres of disturbed area within the right-of-way emits which are not surfaced. The tollowing types and rates shall be used per Weld County criteria: Print Date: 3/9/2018 'Rile Name: WCR53HYD_Norrative.dgn -lori2. Sco!e: N/A Vert. Scale: As Noted Unit Information Unit Leader Inrttols BID NC) 18000072 CD CD Sheet Revisions Date: t:or"me:'ts :rnt WELD COUNTY COLORADO Deportment of PuISK Waks 1111H Street Greeley, CU 80631 Ptiane:(970) 356.4000 ATKINS '$C: J i C :*re :Lite 100 ]envy, CD 80237 ,one: 303/221-2275 v: 303/221-7276 As Constructed No Revisions: WELD COUNTY ROAD 53 SWMP NARRATIVE Project No./Code _RC030-067-20480 Revesed: Designer: CDR Void: Detailer: MPT Structure Numbers £M -2R53 -58A Sheet Subset: SWMP Subset Sheets: 02 OF 07 tiPe9eN5 of 828 Western Wheatgrass Arnba Barton Rosana 2 50 Blue Grama Hachital Lovington 1 50 Sideoats Grama Vaughn Butte Nmer El Reno Haskell 2 25 Smooth Brame Lincoln Manchar 200 Sand Drapseed _ Calibra or Garibaldi tetrapleid 025 0 75 Perennial Ryegrass Slender Wheatgrass Pryor Revenue or San Luis 250 Alkabgrass Fulls II Salt on Sea 125 Swrtchgrass Nebraska 28 Blackwell 100 Sterile Wheatgrass 5 00 'Id0RO£,a ,2 $44 111 %w'a�"'4°�1#3" lit $M1W-44<.rotr f,:.T900„ a B SEEDING APPLICATION Dnll seed 025Inch to 05 inch Into the soil in small areas not accessible toa doll hand broadcast or hydroseed at double the rate and rake 0 25 inch l0 0 5 inch into the soil per subsection 212 C MULCHING APPLICATION Apply a minimum of 2 tons of certified weed free hay or 2 1/2 tons of certified weed free straw per acre and in accordance with Section 213 and mechanically crimp it into the soil in combination oath on organic mulch tackrrier I Prior to winter shutdown or the summer seeding window closure Uncompleted slopes shall be mulched wrth 2 tons of mulching tweed heel per mechanically cnmped into the topsoil in combination with on organic mulch tackifier per subsections 208 and 213 D SPECIAL REQUIREMENTS I Due to high failure rates hydroseeding will not be allowed for permanent stabilization E SQIL CONDITIONING AND FERTILIZER REQUIREMENTS Minimum requirements for all disturbances to receive seeding (native( Biological r utnent organic based fertilizer (lbs/acrel Humale (lbs/acre) Compost Icys/acre) All areas <21 300 200 65 Biological nutrient shall not exceed 8-8 B IN P K) Humate based matenal shall be in accordance to Standard Special Provision 212 and compost shall be in accordance to Standard Special Provision 212 F SOILRETENTION COVERING On slopes and ditches recurring a blanket or turfren/orcement mat (TRM) the blanket/1RM shall be placed in lieu of mulch and mulch tackifier and placed after seeding (native) See SWMP site map for blanket/1RM locations G RESEEDING OPERATIONS/CORRECTIVE STABILIZATION Prior to partial acceptance 1 All seeded areas shall be reviewed during the 14 day inspections by the SWMP Administrator and or Erosion Control Inspector for bare soils caused by surface or wind erosion Bare areas caused by surface or gully erosion blown away mulch etc shall be re graded seeded and have the designated mulching applied as necessary at no additional cost to the project 2 The Contractor shall maintain seeding/mulch/tackitier/blanket/TRM mow to control weeds or apply herbicide to control weeds in the seeded areas until Partial Acceptance of the stonnwater construction work 10 PRIOR TO PROJECT FINAL ACCEPTANCE A Partial Acceptance shall be in accordance with subsection 107 25 (d) 208 10 and 21404 at the Partial Acceptance of the project it shall be determined by the SWMP Administrator and the Engineer which temporary BMPs/Contral Measures shall remain until 70% revegetation is established or which shall be removed B At the end of the protect all ditch checks shall either consist of temporary erosion logs (or equivalent) or permanent np-rap C All storm drains shall be cleaned prior to the Rnal Acceptance of the project Work shall be Included in 202 Clean Culvert 11 NARRATIVES A ADDITIONAL BMPS/CONTROL MEASURES AND NARRATIVES BMP/Control Measure details and narratives not covered by the SWMP or Standard Plan M 200 M 216 shall be added to the SWMP notebook by the SWMP Administrator Print Date J/9/20113 F le Name aCR53Ry0_Narrative don Flora Scale N/A Vert Scale As Noted Ur t Informal on Un trend r totals 3ID NO 18000)72 Sheet Revisions Dote Comments Ind WELD COUNTY COLORADO 67 - CO fal si$ "A vrae ,970155.4000 ATKINS 4WI OIL eta N re CS 5 I* 505/2217275 Fa 305/221 7276 As Constructed No Revs ons WELD COUNTY ROAD 53 SWMP NARRATIVE Project No /Code ERC030 067 20480 Re lsea ❑ sgner UDR Oehler NPT Sheet 5 Inset SWMP Vo d Sl actor: Number: Subset Sheets 03 OF 07 EM BR53 58c sh«4Grn'it"B BMP Matrix 3 Place on X in the column BMP/Control Measure to be located by SWMP Adm nistretor f the SWMP I M Standards have been included along with standard BMP nanatnes It o Non -Standard BMP will be Administrator shall locate the BMP/Control Measure during construction These BMP/Control Measures used as the standard narrative does not apply the SWMP Administrator shall ante a Non Standard BMP are not currently located on SWMP Plans but are anticipated to be used during construction li e narratrve place an X in the column and complete a Non Standard BMP Specification and Narrative Vehicle Tracking Pad Batch Plants etc I The SWMP Administrator shall locale these poor to or during for the SWMP notebook. construction and reflect on SWMP Map 2 The SWMP Administrator shall place an X as the column In Use an Site when the BMP/Control Measure 4 Noce an X In the column Installation BMP/Control Measure Pre-Conseucton if the BMP/Control has been installed Measure a to be installed pear to construction activity STRUCTURAL BMPs/Control Measures that may be potentially used on the protect for erosion and sediment cannot practices may include but ore not I mded to °ag i E r s - i > 'r_S?^..^' t t - ` - v �i _ an= f< r. M STANDARD/NON'� Try STANDARD ` •!MP/CON1ROLMPASURE 10 RELOCATED FIT SWMP rr AOMINSTRATOR 4 ti INSTALLATION' BMP/CONTROL MEASURE PRE CONSTRUCTION „BMP/CONTROL MEASURE PHASING _ �f rs 3 T -} � sl, ' APPUCAUON / % BMP/COMROLMEASURE e.'4X �Y s» ' 1 a h �� , j �. +_d "y .I i'` r,. r' . } ss f,^ �< it �; rY r ti ) c" yrt o "r-5 r < 4 r„ i T, ,:j`s P'ssrr oit,. rte K 3'..+'f ti.rv� IM C f >a fi ..t., ,.� Lx r 13 �"s � Y �/ ;� /er - i h xcr„ :�' ;k>-..,�,,��,1. 2 �t - , r X t_ "�T e nL5., a kyga�pits3�,le'�iPi�r �S%t ; i n� a„� �4" y ^ 7 yz; ,a'y Gru �2 , e'3'� t (ihY Tait F 'c I ,h. r -t is INTERIM ',CONSTRUCDON ,r" -ACTIVITIES ` s=e >a C. nr s PROTECTION OF EXISTING WETLANDS Fence (plastic) and erovon logs Fence (plastic) shall be placed in combination with erosion logs to prevent encroachment of construction traffic and sediment into state waters prior to start of consimchon disturbances Fence (plastic) shall be placed adjacent to the wetlands erosion logs shall be placed between the plastic fence and daturbance area Logs shall be placed to direct flows away from or Filter water running into wetlands from disturbance areas X X PROTECTION OF EXISTING TREES/LANDSCAPING Fence (plastic) Fence (plastic) shall be used in areas Indicated in the pions to prevent encroachment of construction traffic and sed ment tat the protection o/ mature frees and/or existing landscaping poor to stnrt of construction disturbances X X CHECK DAM/DITCH CHECK Erosion log silt berm silt dike rock check dam Placed In ditches immedietety upon complehon of ditch grading to reduce velocity of runoff in ditch Fa existing ditches place pror to start of construchon disturbances M 208 X X X TYPE RAND TYPE le INLET PROTECTION Storm drain inlet protection (Type 1 2 and 3) Placed poor to construction dsturbances as detailed in M -208-1 to protect mating inlets or immediately upon completion of new inlets to prevent sediment from entenng the inlet throughout consbuchon M-208 % % % CULVERT INLET/OI1flET PROTECTION Erosion lOgt aggregate bags Placed at mouth of cuNert diets and over top of cuNert al nlet and outlet where disturbance may be occumng adjacent to pipe to prevent sediment laden water earn enlemg pipe or drpnage Place poor to start of construction disturbances M-208 X X X TYPE TYPED AND TYPE 13 PROTECTION Erosion logs aggregate bags erosion bales Placed around inlet grate as lope and ditch paving to prevent sediment from entenng Inlet Place parr to start of construction disturbances M-208 STOCKPILE PROTECTION Temporary been erovon logs aggregate bags Raced athin specified distance in accordance with subsection 20806 from toe to contain sediment around stockpile Aggregate bags are early moved cod replaced tor access dung the work day Place prior to start of stock pile increase control as stock pile increases see M 208 X TOE OF FILL PROTECTION Eeanon logs temporary berm silt fence topsoil vnndrow Place poor to Rope/embankment work to capture sediment and protect and delineate undisturbed areas Can be used to slocko le lapse I for salvage M 208 X X PERIMETER CONTROL Erosion logs nit fence temporary berm topsoil windrow' Placed poor to construction commencing to address potent al run-on water from off site and to Owed around disturbed area Can be used to stockpile topsoil for salvage M 208 X X SEDIMENT CONTROL/ SLOPE CONTROL Silt fence erovon logs Placed on the contour of a slope to contain and slow doom construction runoff Place odor to start of construction disturbances M 208 X X Pr nt Dale ]/9/2018 Q E Q Sheet Revisions :HELD COUNTY COLORADO gcen00a thefe ere, �! s Seat 1;,.1 {. --'1'., 4uee ro e0D1 ri "r; I: wvefgl]ttraWq .,."`'� ATKINS sea Ord ®.a Site Omer CO ®Ds wine WU/=N MS Tee Salm alit As Constructed WELD COUNTY ROAD 53 SWMP NARRATIVE Project No /Code F le Name wCR5]My0_Norralive dqn Date Comments Inl No Revs ons ERCO]a-067-20480 Hare Scala N/A Vert Scale M Noted Unit Information um Leader Ina ors Revised DesignerDetoBL0R Si/easel EN -0R6] SBA 91D NO 1B000pT2 r OPT Ninaet yard Shea i�o�07B Sheet Sheet Subset SOUP Sahel Sheet, 04 OF 07 rt �}+fie'✓. swX ley /al.TOfQ' e '{ 1$ '4.r dj `th k ,M' 34 ^'t3 •tM UY WrS.e +T e "yyr HAG/,!;. i• yk. 6£' s 5 ,tae, 1 uY MIRO I f4vr '1 i - utt �., [° • F, o� ''�.�Y� p �7/ Sa 5,..'IAA 9 '�.2 Y' �oa # S Imo quaf °l" zi1IiJk M O oar �11gi TEMPORARY SEDIMENT TRAP (SWMP Administrator shall add location to SWMP site maps) Used to copture sediment laden runoff horn disturbed areas <5 acres dunng constructon Place pnor to start of constructon disturbances M 208 PERMANENT SEDIMENT BASIN Extended detention basin or other Permanent Wafer Qualify features Constructed early in project prior to storm sewer/ditches to capture storm flow as a temporary sediment trap Outlet structure shall be modified for contaminants of construction runoff a non standard detail is needed EMBANKMENT PROTECTION OR TEMPORARY SLOPE DRAIN Placed as a Conduit or Chute to drain runoff down slope and to prevent erosion of Slope M 208 % % OUTLET PROTECTION Riprap or approved other Material placed as energy dissipater to prevent erosion at outlet structure X X CONCRETE WASHOUT In ground or fabricated Consinlction control used for waste management of concrete and concrete equipment cleaning Place pnor to start of concrete activities M 208 % % VEHICLE TRACKING PAD Source control placed to prevent tracking of sediment from disturbed area to of Me surface Place pnor to start of construction disturbances M 208 % % SWEEPING Source control used to remove sediment tracked onto paved solaces and to prevent sediment from entering drainage system Sweep dai y and of the end of the construction shift os needed Kick brooms stroll not be permitted X X DEWATERING (Contractor's responsible for obtoining a permit from Colorado Department of Health and Envdonment ) Stroll he done in such a manner to prevent potential pollutants from entering state waters X X TEMPORARY STREAM CROSSING (SWMP Administrator shall add locohons to SWMP vie maps) Constructed over stream or drainage to prevent discharge of pollutants from construction equipment into water CLEAN WATER DIVERSION Placed to divert clean surface or ground water around disturbance orea to prevent it from mixing vnth construction runoff OTHER Prim Dale 3/0/2016 i= Q (I= Sheet Revisions WELD COUNTY COLORADO �'51,ee,1P °fa Para y' li '4j'4k P° e06 r '- Li:Y(9%74'4000 sss]sood C s y/ �1 ATKIINS cep ena Bw r•mr]o]Air]» ] s/22r 076 As Constructed WELD COUNTY ROAD 53 SWMP NARRATIVE Project No /Code File Name WCR53HYD_N°rrative dim Date Comments In t No Rea one ERC030 067 20°80 Horn Scale N/A Vert Seale As Noted ant Inform°, an Unit Leader In pals Revised Des goer LDR Structure EU eR53-SBA BID NO 180000]2 Deader der NPT NumEerz V.., P� f828 SM1 Q m�e r Street 5 rise( SWMP S ns lSM1eet 05 OF 07 SST wp.r00o,.99 OCR , o pntio NON STRUCTURAL BMPs/Control Measures that may be potenlrolly used on the protect for erosion and sediment control practices may include but ore not limited to o Erosion control devices are used to limit the amount o/ soil loss on site o Sediment control devices are designed to capture sediment on the project site o Construction controls are BMPs/COntrd Measures related to consirucfron access and staging o BMP/Control Measure locations are indicated on the SWMP site map 'A' Ana w rHtitit4 ✓z r,te�$`c a ` '- p S ` r'''. t �.. isd s %raani a �l rC 9 • r S— ,�5 o nv MP/CONTROL McASURE TO BE LOCATED BY SWMP' `;,1 <ADMINSTRATOR n�A�a d1 r a .. BMP/CONROLMEASU EPHASING ...:o ` '' <ry�„_;�.aK£�3 r 3 rrLL r - APPLICATION ` - > BMP/CONTROL MBASIRE r^�5 ,,,,,, - Jy .cxy'-sy,� a 3� 'y "sir ` y f""tare .4 I'r'I� t _,r `It --; r-° i,. .; '_''' ; t,` r { '( r ; . rCsr y,W (* ty NARRATIVE s < r r .i 1 C' , _ "ar y„ z c 2 1z r. --AA'^' _ 'Ly� �+ ri _-.•.. fr.. .�'-k„x} « r r 'luz 2-n '` l ^`y3 yam .rid < ins f sY r a 4 r '"'- r ••o, z r„. ik�z j -x.. . re _ z -O .moo T 4 LI �. t~ ) • yFg5_ ` 50F.,' Cs2 itiOLOj _`W yi'- • r ° aaN- g 5 r" € i�GUf za<_ Lf .g. 2t,. ,. �.; y�h�j m. O< V rr y n r > - ; 'i c Qa 6th r eft, 17. ' y 4r VEGETATIVE BUFFER STRIP Fence (plastic) Filer sediment laden ninon from dsturbance area Area to be Identified on SWMP pnor to constnrction starling % % o (SWMP Administrator shot add locations to SWMP site maps) bating sting landforms may be used as a BMP/Control Measure it they prevent sediment from entering or leaving the Cisturbonce area If o londlonn deeds flow of water to a concentrated outlall point the outfoll point shall be protected to prevent erosion Area to be idenhfled on SWMP prior fo construction stoning X X TOPSOIL MANAGEMENT STOCKPILE/SALVAGE Windrow or stockpile Pnor to embankment work commencing eusfing topsoil shot be scraped to a depth of 4 inches and placed in stockpdes or windrows Upon completion of slope work/fnal grading (less 4 Inches) topsoil shall be evenly defnbuted over embankment to a depth of 4 inches X X SURFACE ROUGHENING /GRADING TECHNIQUES Wading Bockhoe Donng Combination Loader Temporary stobilzation of disturbance and to minimise wind and erosion % SEEDING (TEMPORARY) Temporary stabilization used for over wmtenrsg of disturbance or used to control erosion for areas scheduled for future construction X BONDED FIBER MATRIX/HYDRAULIC MULCH Nat to be used or areas of concentrated flows r e ditch lines To be used in comdnolion with surface toughening for temporary stolrmhon of dCNrbed sad when work a temporarily halted and as approved by the Engineer May be used as surface cover for temporary topsoil stockpdes MULCH/MULCH TACKIFIER Temporary er Final StobiSsation placed as o surface cover for erosion control and or seeding estabhstmenf TO be instated as temporary surface cover when work a temporanly halted and as approved by the Engineer X X SPRAY ON MULCH BLANKET (Not to be used in areas o/ concentrated lbws. r e d tch Ene.) Temporary or Final Stabraalion placed as a surface cover for erosion control and or seeding establishment To be Installed as remporvy surface cover When work a temporanly halted 000 05 approved by the Engineer % % SEEDING PERMANENT (NATIVE) Find Stabilization of dsturbonce and to reduce runoff and control erosion on disturbed areas % SOIL RETENTION BLANKET (SRB) Fool Stnblaation of disturbance and to reduce meoff and control erosion on disturbed areas M 216 % % TURF REINFORCEMENT MAT (1RM) Final Stabilization of daNrbance and to reduce runoff and control erosion on daturbetl areas Placed in channels or on slopes for erosion control channel liner and seeding estob(shmenl M 210 OTHER Print Date 3/9/2018 Q Sheet Revisions WELD COUNTY COLORADO ATCCINS Sall 105ore ad S's m ROM lie 5550 )]X1a As Constructed WELD COUNTY ROAD 53 SWMP NARRATIVE Project Na /Code File Name wCR53HYD_Narratree con Date Comments Ina Na flews . ERC030-06T ]0400 ANT.. --.-;-.S4 MIII Sea 1R. ?WINMI 'r1ii/r =`tL ap measly J,r brat sso-ima f �" Horn Scale N/A yet Scale N Noted Unit lntarmation Um t Leader lrntats Revised Oesi6ner LDR StrudaeI EY 0053 SBA BID NO 18000072 nod 6heeFF L°r� Bheeles bael $WYP Subset Sheets 06 OF 07 1 3 a 12. TABULATION OF STORMWATER QUANTITIES A 8MP/Control Measure sediment removal and disposal shall be paid (or as 208 Removal and It is anticipated that additional BMPs/Conhol Measures and PAP/Control Measure quantities not shown on the Disposal of Sediment (Equipment) and 208 Removal and Disposal of Sediment (Labor) All other SwNSP anticipated Maps that be regnired B on the ntoleM for unforeseen conditions and elquement of t rnsshown that Ore BMP/Central Measure maintenance stroll be included in the Cost of the BMP/Control Measure beyond then useful service He see subsection 208.03 and 208 04 apanixles for all BMPs/Conhol Measures shown B It is estimated that 40 haws of labor blading dozing combination loader and/or backhoe may above estimated and have been Increased for unforeseen conditions and normal BMP/Conhol Measure life be required for miscellaneous erosion control work as directed by the Engineer Work shall be expectancy Quantities shoo be adjusted according to the conditions encountered in the field as directed and paid for as 203 Labor 203 Blading 203 Dozing 203 Combination Loader or 203 Backhoe approved by the Engineer Payment shall be forme actual work completed and material used It isalso noted that a 2% contingency was added lo the total quantity for item 207-00205 and a 5% contingency was added to C Establishment of seeded ureus shall be paid fur as 212 Seeding (native) The shall mlude the total quantity for all Riprap pO/Items 150600212.506-00218 506-00412 506-00418) mowing weed control mulch/tackdier Spey t. k�.use Pay5Ikm r wv t,t_vrr" 'Inuit l,Coast InteNn%Pane troot, 13 BIOLOGIC IMPACTS A ENVIRONMENTAL IMPACTS w ^ ,-s'y��yx1pR°r° r✓v AXP AMR, CensI Sbbiffsa puanMy I Wetland Impacts YES SSP 20301500 Wading Hour 40 40 2 Stream Impacts YES SSP 203-01510 Bockhoe Hour 40 40 3 Threatened and Endangered Species No species ore anticipated to be impacted by the protect SSP 20.701550 Donna Hour 40 40 4 If YES to any of the above items ore any permits required or additional actions needed (404 etc I YES a nationwide 404 permit has been applied for as a pod of this protect Contractor shot SSP 203-01594 Combination Loader Hour 40 40 follow the requnements of the 404 pemut SSP 203-02330 Laborer Hour 40 40 SSP 20600.510 Filter Matenal(Class Al CY 234 234 14 NOTES SSP 207-00275 Topsoil Redistribute CF 4163 4246 A SEE LANDSCAPE PLANS FOR LOCATION OF FINAL SEEDED AREA SSP 207-00210 Stockpile Topsoil CF 4586 4586 SSP 218 00002 Erosion Log Type I (12 inch) 60 Foot Long) LF 5220 5220 SSP 208-00041 Rock Check Dam Each 12 12 SSP 218-00045 Concrete Washout Structure Each 3 3 SSP 218-06%152 Storm Drain Inlet Protection (Type III Each 20 20 SSP 20800070 Vehicle Tracking Pod Each 2 1 6 SSP 2)8-00103 Removal and Disposal of Sediment (Labor) Hour 133 100 SSP 2060010.5 Removal and Disposal of Sediment (Equipment) ever Ittl 100 SSP 208-00106 Sweeping (Sediment Removal) Hour 100 100 SSP 208.00107 Removal of Trash Hour ICO 100 SSP 20B 00207 Erosion Control Management (ECM) Day 260 260 SSP 212-00006 Seeding (Native) Acre 80 BO SSP 212-00009 Seeding (lemparory) Acre A0 40 SSP 212-00032 Soil Conditioning Acre 80 80 SSP 2I3-00002 Mulching (Weed Free Hay) Acre 80 80 SSP 216-00211 Sot Retention Blanket (Straw/Coconut) (Biodegradable Class I) SY 492 492 P5P 420-00115 Geoteotile (Drainage) (Spacial( SY 1205 1205 SSP 506-00212 Riprap (121nch) CY 134 141 SSP 50600218 Riprap (18 Inch) CY 485 509 SSP 506-00412 Soil Riprap (12Inch) CY 116 122 SSP 50600418 Soil Riprop (18 Inch) CY 78 82 SSP 507-00350 Grouted Rptap Slope & Ditch Paving CY 58 58 SSP 607 11525 Fence 'Plastic) LF 509 509 PSP 70670038 F/A Dewatenina FA I I PSP 70.70580 F/A Erosion Control FA I 1 Print Dale W/s/2Dle Q Q I.= O Sheet Revisions WELD COUNTY coloo.5oo ATKINS 1 OTC f� Nam Dever m ae1 a Lsls 7ti5 30Ln, 7274Sheet Constructed WELD COUNTY ROAD 53 SWMP NARRATIVE Project No /Code Fle Name C85]HTO_Narrats edon Date Comments In No items ons ERC030 067-20480 .4—w�-7 tits^ase°r Rear nor H so-sl suo1 m 40611 a70115s-sae '.. 'I` Horse Scde N/A Vert Seale As Noted Unt 'Wormed an U t Leader Int I en sod Devg er con Sc tine E1853 SBA BID NO 18000072 Delale! NPT Numbers I no d BEN -•''' ''''r".,! S ',set SWMP SM ISM N 07 OF OJ LEGEND NOTES 1 VEHICLE TRACKING CONTROL PADS AN0 CONCRETE WASHOUT LOCATIONS SHALL BE IDENTIFIED BY THE CONTRACTOR WITH APPROVAL FROM WELD COUNTY 2 ALL SLOPES 31 OR STEEPER SHALL BE BLANKETED WITH SOIL RETENTION BLANKET it PROPOSE1 /�/ \I ` /EASEMENT TEMPORARY \ E%[STING RpW / /// 3 \�tawi A ----- / - - TOP OF SLOPE TYPE II INLET PROTECTION - - TOE OF FILL SOIL RETENTION BLANKET -LOA- LIMITS OF DISTURBED AREA gin ROCK RIPRAP m ilro FLOW ARROW /// E-_ip9. 4'-- \ �`7`=I�a19�=- �r-`��=—T�-��.�t�_=T-1'--y- - _- -'�L` _t A:5% Jam" / I _ _ _ -- - -�` �T a \ \—I�^ r —lo /-- / _ o AJWCR 53 -- <r---1---r-r_-F--7r0--f0---rD--F0- —tr- rD�`FD----ar FO —=To- `id '-I =0=�- d`-�� = �P___�p-H-{__`-__-Dt\__E___6H— E_ ��_ L \� L6A=-t$Me--_!101L�--LOA==L_1Q —,L _ WA=t6 LDA- IM=H — _ ...... rl___ .� - __�/aT •-___E_r _ON_,_- _-_D'<_ ,E ___r„___q___O"__.- ___�___ j„--,-=-=,--_-_-, _1 1�-- �� s 4., A, �epasr1'6'�D� — — -�_` ~ EXISTING ROW- �� P0B 5TN 107*7101 EROSION N 393056 32 E 261406 65 7— 22278292888 ROCK CHECK DAM EROSION LOG 12 EROSION/RUTLOG INLETLET PROTECTIO (CULVERT) (12 I 88_ JY lOA—+'-LOA=.�OF�— avw-�-/ •O1�SQA—La _ 1B�_O MATCHLINE SEE SUBSET SHEET 4 25 O PROPOSED TEMPORARY EASEMENT EROSION LOG CULVERT INLET PROTECTION ROCK CHECK DAM — ROW V0 O 1�=� LOA—lDl �x L. U'—ZOA''a=L4 � zG'T-c=mac -�(Hx 3 7 16a PA nt Date 3/9/2018 Fle Ram. WCR530ES_SMMP01 R9n a Seale 1 50 Vert OUR. N/A Un t Informal on Un t Leader trees RID NO 18000072 EROSION LOG CULVERT INLET PROTECTION Sheet Revisions EROSION LOG CULVERT OUTLET PROTECTION / ROCK CHECK OAM PROPOSED ROW EROSION LO EROSION LOG CULVERT INLET PROTECTION EROSION LOG-- h �`�• �� ` - CULVERT OUTLET= 'J -E %IiTINC ROW J PROTECTION ROCK CHECK DAM; _=°�9?^_ =-=,L WELD COUNTY co, MAO() 05.,50 el Pak Nei MIR Street Neer, 010,115-4000 ATKINS Ism t a.egY eeA 501 400 0254s CO 36311 5 INmc7245 /271030211216 As Constructed Rerise2 5 EROSION LOG I CULVERT OUTLET II r PROTECTION EROSION LOG o—t—� 25 ROCK CHEEK DAV! U '' INTTLt1-170`fftttf—rt—P—'-- WELD COUNTY ROAD 53 EROSION CONTROL PLANS STA 106+00 TO STA 117+00 Des 9nee LOB Structure Detader APT N n6ers Sheet S EROSION 5 is et Sheets 01 OF 04 x Project No /Code ERC030-067-20480 EM BR53-58A Sheepel,Prifl9o',828 LEGEND it.c. SION - ` `OA` I,A ...LOG ROCK CHECK DMA / )I �6S - _ - _ - - _LOA Znf� •LOA`-- LTA / �/- -�Id — _yyz C — l I \ \ — _t 1 PROPOSED' - - - TOP OF SLOPE ® TYPE 11 INLET PROTECTIONiSBNIESSENI ROCK CHECK DMA - - TOE OF FILL EROSION LOG IS -I ;•;•;•;; SOIL RETENTION RENNET -LOA- LIMITS OF DISTURBED AREA EROSION LOG ROCK RIPRAP NO INLET/OUTLET PROTECTION / _ p ROW FLOW ARROW (CULVERT) (12 I fl pO, - 9-•T(�_-.- �' �,• 1 v LOA/ LOA -1.(0/ A lL1N/] LOA LOA LOA 10A 00A 100 LOA -LOA -LOA LOA- EXISTING TYPE II INLET �� -;��...`1 \ % ti 1 TYPE II INLET ROW PROTECTION `0\\ 9-- :li. CT!' 74 PROTECTION \ 1 yL �\ (20 TOTAL WITHIN BRIDGE SPAY) (20 TOTAL WITHIN BRIDGE SPAN) O %-;_ %'��s � _ RWR 5 � ? i� .--.- ce-,- / _/� / % / - - a -LOA-LOA-LDA/i/ % "- --`,// / / /J�•� / ,"/ /.---\// \ / . tic, / Wig, /./. I - T = 1 r - - - �. —�—� s4 § _ EROSION-.11,77''.�� • r: --LOA LCA—LDA L -011 —LOA LDA—LDA—LO5 LOA—LDA—LOA—r LDA LDA—LDA—L y �_ --—LO/>: /•' ` _ -F flz9m_--�==�—�_� �//// �i•./ \ A /�_rp___ p___rp___}b�_fp_{_rtr ___ p___rp__ (p___rp___Fp ��.=-cT __ -�'a- / - rJ9r`•��'-- _ /,FP-\ Iii _ g--- / -NT= —E— -0, - i.'r_+- C- F iTT-�E/___A _ `\ \_, `__ -_ __ l i - o s So WO H v - -�- /_/' Yin- _.---'?-/- — /EROSION J 1 '-� ..-� I OB-� _ y--r�Z -T — t LOG /// //V11/ —� „�°.(---LOA LBA�4 yl I ROCK CHECK DAM u. / %/ •/ --'- �`?.$�- - �Y EROSION O l �I:. PROPOSED Z_—�v LOG �` J:�'H��°•'�� ROW t0A / '�. \ ♦ l I�,::.:.'6'% �� AS n _ loo / ! IL.- O OA__ •:.. ✓I'\6K.ayf•- /- �J "' p��— ROCK CHECK DAM LOA - -LOA —LOA —LOA —(LOA —LOA —LOA —.6‘/ TYPE nINLET c't-,�.- J��+ z!7 - ,i/'• iA. 4 �•r + PROTECTION n ��. is— � - 1` 1R ��.�:' eft (20 TOTAL WITHIN BRIDGE SPAN) //♦�'Gi�� '��_: :. ^ y��d \ U� �^ ROW 'Ae/ %'///ri.".••�. ��e��.�.� •6S1�N .'7I EXISTING y (nr La - CT - - - - • t1► —I O�.-� o - - �1,\ ---T -TJ 2 ' / w n - - !a"� WCR 53 - -r/ice/_ �,� __ ;_ co ,� I�.' _' = =__- __ _a - - v� - - - - - - -_ 4 TYPE 11 INLET I %/ �'�•' / / / PROTECTION / �'�� 459 ..-_e _ ` Q s� q. •120 TOT. WITHIN / / - .• •�! pA a- L0-� q: • / BRIDGE sP--�)�_ f.� .. . /l t -EROSION — _a La_c�tir - _ � � -- --_ -_ -_ �a'EROSION_ ,La..- •.;:AT: ..;'./ Z:i\:;::';'�� LOG - DA-P—LpA LOALDALOA �'--�f�.yA.n I� - FO-T'-(O---rO---rO---O-- f0 q Y� �L —_—_ r TT��L 8 l'—�n-�w B— a. �ia-- /,�t�- fi&= - TDB "—' o"'. s9 r EnsnNG Row l�� LLD IGN - � — �c \ Hr_—_pd___c_��___E .� T � O - _LOG—(V_—=Il ,• _ Z yI � � �`:�J:• /� 6 ~ i •— \�( Jam. \}'°�::: tiaJi.{5.>; .. :•J. i - ---�— _ �Fp�-- _ �! pi ^�� _ ,,%o __j, __ -y T -he - — — y � ,-,_ ,_ 'T � -'- � �ATCHLINE SEE SUBSET SHEET 4 � � ) 1 ` I ROCK CHECK DAM ° — "''' Prnt Date 0/9/2018 Sheet Revisions WELD COUNTY COLORADO wo.I�lawWe..1• ~� I Sve<t -1L41 re'A—t1K Oa4', m 90611 '�° ui^Fsl� rA�. f9A115e .a0d hjI/y ATKINS .o2 00 1 Om•]oL121Omer CO 1zJ15 203/22I 7276 As Constructed WELD COUNTY ROAD 53 EROSION CONTROL PLANS STA 117+00 TO STA 131+00 Project No /Code 1 H WI 5]OES_SWNP02 dqn pats eamme to In t Na Re ERCO]0-067 20400 Horz Scots 150 Vol Scale N/A Harz Scale Un t Inform. an Un t Leader In t Ws 0 O Re " Desq a am 1 Structure` EM BLS] 58A RID NO 18000072 Delaler MPT Numbers Il Va d Pa 51A 1828 ,'41" 'It'4 Sheet S beet EROSION S met STee1A 02 OF 04 25, se 0 1 1' / /ate/' �i _ —. — / ▪ } X s Or EROSION /� ...-/ / r EYI51156 /// LOG %/ PROPOSED ROW �-1 , ROW M ----10A — -- ER15 ROW - - TOP OF SLOPE - - - TOE OF FILL f+6- 'vo vol� EXISTING I ` - ROW EROSION - LOG / EROSION LOGO CULVERT INLET PROTECTION 0 4. LEGE TYPE II INLET PROTECTION SOIL RETENTION BLANKET -Los- LIMITS OF DISTURBED AREA Mig ROCK R1PRAR FLOW ARROW __'--_- 0 - POE STA 141-,3818F - - - a _ _ N 396381 25 to -- _ -�50- E 261600 53 p , p O - (=i. - 1s9o= _--__ - r __ -� --- WCR 53 -�� '- a= - — __--- �T -T- _ v --- --- �—-�T-t �Y Sl_�L_ .nor 590• -jF..- '- l — -�`.� 0� ---°,----r - _ —I j—OI--LO,iNLc4---OI---of`=01�.--07--o --- __---- "" - - --_ --�'� al-- �G - `-VUT1_- rot- 7i - - ` ��/ AI' -, " 1 - - - - _ —' -- .- . . , -, a . \ , . - -.---Jr - - - - I- r ,- --y -,-- - - ' - -_ - L =-11-20--,_-_,,,,,,3_ rC.< , j `_ j .--� '„_ — T- -, P_o EROSION s EXISTING ROCK CHECK DAM EROSION LOC 12 EROSION LOG (CULVERT) (12 PROTECTION (CULVERT) (l2 7 LOG i Pr nl Dote 3/9/2018 Flo Home WCRSODES_SWMP03 den Nor X Scot. 150 Un t Into mat an Vert Seale /A U t Leoder Iml of BID NO 1800m72 Sheet Revisions Dote Comae In WELD cowry co, I ATKINS L.T.✓ �I 1011�I mNt 5v,oRilNNe eo1 'er=77l1n000 ,,, m ADM ...v Pec X11nN 7275 For 10/111 7176 As Constructed Rev sons Rev sed WELD COUNTY ROAD 53 EROSION CONTROL PLANS STA 131+00 TO 145+00 Des 9ne Detoler heel S bsel EROSION LOR PT Swcwel _ wrmers Snsel Sheers 03 OF 0 Project No /Code ERC030-067 20480 EM -85153 589 EROSION LOG CULVERT INLET PROTECTION ROCK CHECK O. EROSION LOG EROSION CULVERT OUTLET LOG PROTECTION I O6_ I A7X� A EROSI0Q 41 EROSION LOG CULVERT INLET PROTECTION Pr 1 Dote 3/2/2018 Fle Nome WCRS3OES_SWNPOa clan Ho r 2 Scale 1 50 U. Info mot BID NO 18000072 Vert Scale N/A U I Leo. In t ola Igiluu�-4v / IIIIII J \ I l I III II II \\ / \\ �I / III I iI I' / EROSION -U-- LOG 1 "- .500/4, / •�� ,� LOA�y ��CON l- LOA EL OSI - /((7�"_ Ii1II�� I+pfi,llll r II 91i �/ j 1i/ill\ r 7,1'4 ,� / Llll �, k fib um/ EROSION L A5/ LOG' 1•. I / /Ih- ,t / II,\ i 0 I] Iol"I / �{ U I Ill I1ll� II IJ 1r If a 'I I' Sheet Revisions Dote Comments LO LOA R 388 m EXISTING ROW, No Re. o a EROSION LOG CULVERT OUTLET PROTECTION L F4 WELD COUNTY cor oanoo 477. _ Y1 Dn5Ve�clrrw4 sea L' G 4I m 80611 jr Rm. 130 .0 LEGEND — — — TOP OF SLOPE TYPE II INLET PROTECTION — — — TOE OF FILL SOIL RETENTION BLANKET —LOA— LIMITS OF DISTURBED AREA Ega ROCK flIPRAP FLOW ARR0 EROSI ON \ IZEINEDEE ROCK CHECK DAN Ill rI I IIL—= a I�/ asrJ EROSION LOG 12 EROSION LOG INLET/OUTLET PROTECTION VFRTL(IT 1 `l EROSION _1 LOG �LDA�"'LOA—LD' )52TO i-� — — - EROSION ---- \LOG O \ r, EXISTING ROW \ \ <T ATKINS ]601 112102X, e I o ter m Ioln Ie ]X]/111 nts F 302/2217226 As Constructed Rer0e7 WELD COUNTY ROAD 53 EROSION CONTROL PLANS ACCESS ROADS Des ane Delete, Sheel 5 Neel EROSION LOX NPT SVoctve Namhe,a 5,0 t 5h le 04 OF 0 Project No /Code ERC030 067 20480 EM BR53 56A Sh:t45, 1AI828 /// 11` 1 LANDSCAPE NOTES II 1 ALL PLANTS SHALL BE PLACED IN THE APPROXIMATE LOCATION SHOWN ON THE DRAWINGS IF CONFLICTS WITH III ��1 PLANT LOCATIONS ARE IDENTIFIED THE RELOCATOIN OF PLANTS SHALL BE APPROVED THE THE ENGINEER I 4 I _ 2 NO SUBSTITUTIONS OF PLAN MATERIALS SHALL BE ALLOWED UNLESS APPROVED BY COOT II II 3 CONTRACTOR SMALL FOLLOW ALL GENERAL CONDITIONS OF THE SENATE BILL ♦0 WILDLIFE CERTIFICATION Y II a CONTRACTOR SHALL FOLLOW ALL REGIONAL AND GENERAL CONDITIONS OF THE USACE NATIONWIDE PERMIT IF CONSTRUCTION ACTIVITIES DIFFER FROM THOSE AUTHORIZED BY THE USACE PERMIT THE CONTRACTOR WILL )I { o I I1 \ Su!MIT THE NECESSARY INFORMATION FOR USACE APPROVAL /1/// /7/ a I 3 ty�\ a i a M- "--4= N---N---X- r iii — / \--n4------'-'-c------- -_-- --- =_ " X.�--M---«— - l �1 \—lam"`---- / �- o / / n /WCR 53 --- —��-� "� --r - F--'- i ---T�=-1.-i-14.211, —= �-i =-Lam_—=-Co -46 _ T- -' - - -' -� f_7r°r- D---r0-� `o-_—_G-� rB`^rD—"'�_--_,.faD--°--rdZ d=am °- --I I r -O f0- - --- �'`-- a---DH£F "'GN_ -� r�'E`>�-�_:-�_wc-_D' n LEGEND N 393058 32 E 261106 ES TOPSOIL & SEEDING PROPOSED TEMPORARY EASEMENT - - TX[STING 0 -/ ROW rnP %ISTING ROW Pr Pr nl Date 3/9/2018 Fie Name RCR530ES_Landscaoe0l don Horn Scale L 50 Vert Scale As Noted Unt Intormaban U Leader In bale R BID NO 18000072 PROPOSED TEMPORARY! EXISTING Raw- 1 - - - I EASEMENT / EXISTING ROW-{ 2 / a\Iy' _J `Sz I�rUc+-9llv �FOr--aB aFOE-rfA-�Z - --__ EXISTING ROW - I MATCHLINE (SEE SUBSET PROPOSED Rnw SHEET 4 It Ia r�_ Wiz.. _ j. J t _ -?••• ..•'•• �' �. T �=ice �.'�= __'=—�'"- 'R�I `- N s�ul�l J==a�as—�a� - `yI �,b SEE LANDSCAPE SHE T Oa OFj go O %-t_--.- � Sheet Revisions WELD COUNTY COLORADO 9ASml el Re42o*s Genes CO ANTI Rac (9M 3SO-e000 ATKINS 001 OTC 0.L Sat Mt items. 03 MO , 7773 rac.IAI II}7215 As Constructed Des goer Decks Sheet Subset LANDSCAPE / ‘2Y/1// Rene art e LANDSCAPE PLANS WELD COUNTY ROAD 53 sbudWe Numbers beet Sheets Ol OF OR Project No /Code Prolecl Numbe 5hee4if'uum eT928 --- ---- EROSION — _ _ T -Z ... Dc --l/ I °' �� T ROW '� .erg 1 / -- '�. .. ..`. ..�++�``. .. I.„ o `. _' -: i. Q�� 00126 AC x0071] AC A. 1y/ i., `t9S_.—. n•I�1 v— 1 �``` . i TEMPORARY r TPORA IMPACT {T _ - - \ / WETLAND [WALT �\t_o .`.` +.�..ey "r' . \ 4 EXISTING �' Q .A.. �'�\.'R .• .� ROW �. .�..`-.r,w ... + . R„' Ti�a r :�: � �� A� nvfw.wrte. ! v . — G.`.`.`.`.` ¢'� •� _ — .t+r�e%11i;�19tn_ a ;. -- .` - -d -L-,,:..=,— a--ce,r z , 4--A5 or /j '/± .✓`', o0 061 ' \L..` I ` .`!..` 7'...1�✓ / 41,44"// / �\ ` S i I`2.`.Y.`/ i n /. .%~\.`,v-.%i+ i t / / ( ✓l :i'el'`1'` MEr WPACT.`� ',v `y` F `�� .�.`.it=��_... �.1 ---•i 'l id!'=yc:�� -�_ y _ _ `_¢,�. _ ._. �.—. _ _�- _a_._e__.�t p_ .7-: 4,- s_� P S. / . '....'t a ts. ..'--- F0'`+'y�O y'-:6..-.--,-.',1[1.= 1u-,. .---T---O---P -F0---0---FOED Ft 659 _ _a' _ ,. f . + _� `.—` i.,*„., Fh r .. --a — w iZ-"ttrr �e'iy`�rJFi—a W . r�` .'„/`;',..` --III--'''' E'Y,.-.�'t.4 tiLr.L' `--. - ra- `.%'z is .- `... tr7 �a .� .�. .%. `. - `r- v/i/ice LEGEND /i �'.�� -; - - PROPOSEO� ..... ... I'.`.1 TOPSOIL & SEEDING a_+qx /�v ,L t L i ROW IPROM .. -, u m / �NI'. �e-.__ w ` y/[ _ .... , PERMAHEN -1. i --- - -- PROPOSED 3�I � V � va i,� ROW �✓ .. � ♦ .`. _ f .`.`, �'••�wry�'r�',i,:-�..~ vl "."`��.�r�....- t / r CV EXISTING �w. ... rJ /yI y f.4ROW N � . �:�!� . '"-- �TiL I- Rn r - - WCR- 53 - p'/ � {r o v- p 't• _ _ _ _ - ' o - _, --> ; N •,'A ` � 1D_pp,D___ D___ ID -__FO H.4,./ td _ _•��, : {? EXISTING IiDM'-_ E __ _ ry _ _ _ _ _- h _ - _ 1'I' .�• . Lf+a-t-��h o--4:11.'1 /r � •I -'.r _ _±`I. .-. .-, -• ......4'...',Z%-.._ ,...--...7-;;;-- 4 V ' • SEE SUBSET SHEET 4 Pr Prod Dote 3/9/2018 p Q I:=1 Sheet Revisions WELD COUNTY col ORADO s — —;;1 wn i ,'el''''eF e" 1',,.1610:' 0te.710Al ifl omCA M e.,. py ATKINS 010it mm�01n I' 30N1117176 As Constructed WELD COUNTY ROAD 53 LANDSCAPE PLANS Project No /Code Fne Name xeRsaoes_Lomseaoeoz dRn Dote Comments and No Re r sons P.cue, N mb Ho Seel I 50 Vert Seam As Noted Unt Information Co I Leader In Ms Re sect Des Reer Structure' Code 31080 1800W72 Vod 05 SNeeQNumnVe0828 Sheet Subset LANDSCAPE SubsetSheets02 OF 01 Z / N I N CO W 2 IU- ?icy-=�@e0� m= —via ,,✓ �'C �'ss £� .'ia c Ie•---NY4 nO = . \% Row_ •-- �Jy •—•- EXISTING J /� �3 / /4/ _. - ...,..7,4:.,Z); g ' /� / L� EXISTING \\\\ // PROPOSED I //// ROW 73 65 1 tit _ O — i rya LEGEND EXISTING t L Row 1 Pr l Date 3/9/2018 File Name WCR500ES_Landecope03 den Hera Scale f 50 Vert Scale As Noted Un t Inform:Man tint Leader In t Is _0600 POE 5TA 141+38 16 N 396381 25 E 261600 53 r O WCR 53 a EXISTING ROW 1 — — O N — rps --- --EXISTING I V ROW I ' 4. TOPSOIL 4 SEEDING 0 Sheet Revisions Date Comments 61D NO 160DOOn WELD COUNTY COLORADO Nere ears 0 Ss CO Phase 07,1150•000 ATKINS 6601 DIS fire Des.: m 80237 P 30.21 7270 F 303.021 727S As Constructed Na Re is ans WELD COUNTY ROAD 53 LANDSCAPE PLANS Dee goer Dela ler Sheet Subset LANDSC,WE Project No /Code Project Number Re sea Structure Numbers Subset Sheets 03 OF 04 Code sh I4F1/ Ot,e2a ..;.. �� i'Ne�j Y I . cif PROPOSED I `I., ROW i c l�� I P �, I III ,r, , \ I� f)E [DUOUS TREE (6 FOOT? ja� 1 '� (,I„' �� I' ' -P T (41 COTTDNWODD iREE5 DR r ' �E,pY /E0UTV�LENT AS DIRECTED BY THs [!1, J ENCINE'ER ca1;0 ATE WITH li e I �! )', PROPER OWNER FOR LOCATIONS 111 1 L ij 1)111 + — — I` AND ACE§ PLACE ID MIN FROM ��` 1 t • +1 , I IAA• ' + l—/—DWER LINE kr ]0 0 L • � �� +�.<.� I� . ��'��'......6_,--.411,..4„.... :. ---_-_-__—_—_—t= - " )� F , Y+ �1^{�I• `�� Y �n � ��]� 'i , a ��1`A/E7��1'1 e • s F I y I ��r:4:7,""il �•' \\1a I 1 \ is�YIf�''� ��\'' �`' \( IIII I' ;T 1 u ` �% �� \ — \ +' r+ 171'\ ti , var. \ \ ,'� jI'I � ROW !�•s=i��. `! _ t / .,��+ys , f .C I 1 't !r.LCSM __t _ !r -� � \ � _ ' --_7--- ,t �%'1� • ' i III y,rs '1 �{�1�1��Li,II v�,\,\�JII -�ll 1, l� '� EXISTING Ill by I \. ROW (6 OR EQUIVALENT PLANT I +If +�Fa. / DECIDUOUS (TI W000TREE COTTENa�� + IIyq * / AS DIRECTED BY THE ENGINEER + ' U ₹COORDINATE WITH PROPERTY OWNER , , ' I / j * FOR LOCATIONS AND ACCESS PLACE i, 'I" fl y / 10 MIN FROM POWER LINE AT 30 0 , :1� I II l ! 1 �� ft 1 I ... r !hiti I Iii ( l `��s� ( _' I J'r _-1- —\\ 1 ` I — _ — \ 1 ' 4' r _ 11 II i \N. v ��j !!!! i11 '`�`TI EXISTING Raw. \ N. N \ a ., N. �� ~A� III ..4.. "........... ,' �=a —way . _ _ _ z. I _ _� I \EXISTING '�✓t•�� .�/'fs�s �"\ \ \ Row , II S£L .,+' �w G 1 \`1 II I N ` O,I fu _ �a. , , , w + � rti 1 A/{ari rl . i IJJI EXISTING _V_`'4S��P. 0 0892 AC I ROw \\ TEMPORARY I' I \\ WETLAND ,,, LEGEND L 1 q7 .III l l�'1, {L,rt'1'v II , II \. \T`'' �`,`,� TOPSOIL & SEEDING \ i 3 ' , x 1 ,__------ `1 l r Prnt Date 3/9/2010 Sheet Revisions WELD COUNTY COLORADO ---. 'ti~ �N w tread ,able Fan n BO6N ocltYml ]56 .oaa o" �SNI CI!` x601 OTCNye oe w CO Bat]) Noe ]0]14]1 )])5 303/121 ette As Constructed WELD COUNTY ROAD 53 LANDSCAPE PLANS Project No /Code File Nome CR5]0ES_Lanoscoae04 Egn Dote Corn a is Prole<t Number No Re s'o s Nora Scale I50 Vert Scale As Noted Q Re s m Des a SVmtgre code une Informal a ue der mtala p it eta ler Numbers :110140 1800 72 pa s 5]5 f B7B She 414'^' / Vo d SH et S bsel LANDSCAPE S bs t SM1 is 01 OF 01 Q 11�I /1 1 - DH---E—%� t I � I I1 TYPICAL REFLECTOR OELINATOR SHALL BE OF FLEXIBLE POST DESIGN SUCH AS CARSONITE OR APPROVED EQUAL AND SHALL BE WHITE OR GREEN IN COLOR SEE GENERAL NOTES 29 130 0 I}I wl BR WI BL O O O O O .y"---W---x---w--_y---y-- - x - - - x - - - x - - - x - _ _ 4 001184E YELLOCENTER LINE _____w__yW /---I------r-d-I___I_--I___t-__It 7GSIGHTa WHITE EDGE LINE WI 211 O O 25 LEGEND 1 — — — — — - - Q SIGN NURSER REMOVE ,p Qp an Q a `.A CD, MIS STANDARD DETAIL S -S12 1 FOR DELINEATOR SYMBOLOGY (TYPICAL) REMOVE ANO DELINEATORS SHALL SE CONSTRUCTED REPLACE BY WELD COUNTY STANDARDS SEE GENERAL NOTES 29 130 -I = �5]DSIGHq___.0___ d== = d=== d=FD- D---F---FD---°B---'D 37p,,Ts_mFt^a-- a 4 WHIT EDGE LINE LINE' 0 2r 2 2r wl6 B 570 SIGHT LINE 0 L== 570 SIGHT P 1 / I 1 /DGU51.E YELLOW CENTER LINE a� HITTEEDG`��LIN r -r 0 CS 570 SIGHT LINE sr 570 SIGHT OLINE- CR 53 _4_02..E. EDGE LINE 570 SIGHT Err-DL�sJQ ar,__i___I___,___F___T__- _L"I- t -s - LINE LINE D_-_FD-__FD_-_fp___ p_ __Fp-__ 0- * Fp__ -/- -- -.- .E r :-mac=«01:-__ �©!___ -F �+ --7n_C=s- - - DH-- - -SE___ N_ _Q'Hr--F-�_•WL aI H 4 - -3"a' S�J d NZ 0 25 570 SIGHT LINE�570 SIGHT '1'1E Print Dote 3/9/2018 F Name WCR53TRAF_PvmtMrkOlden Same 150 ntormat an Vert Seale As alee Sheet Revisions Date Cam en In unt Leoeer In t BID NO 1®'100072 WELD COUNTY cocoRnoo Str el Pw�e�(4A)XWUI g0 ATKINS 450I NC WA Oonve eom 777 Fa.. 10]/111 72766 As Constructed Rev ens WELD COUNTY ROAD 53 SIGNING AND STRIPING PLAN Des Dela7er Sheet S b Re en 96 LOU LDL Structure N tubers I TRAFFIC I Subset Sheet SheiQ=828 25 50 o-. . . —. o. —a • • O m 4 DOUBLE YELLOW CENTER LINE • WHH E, EO EE_ O `4 WHITE EDGE LINE OH ---E SPEC LEGEND SIGN NUMBER -I REMOVE REMOVE AND REPLACE 570 SIGHT LINE O 0 n SPECIAL 570 SIGHT LANE WCR 53 ar __ Z-` --o_ _rB D___D___ro --- --- --- - -.L - - -x- �-�-r_-�=it-.--tee ,-I WI 2 r -•T -Y Sheet Revlslons 570 SIGHT LINE • o N N 570 SIGH T LIHt'- Pront Dale 3/9/2018 Fle Name WCR53TRAa_P set 02 Man Hertz Settle 150 Unt Informal an ert Scale As Noted U t Lean ID NO 18000072 Do comment WELD COUNTY COLORADO nw w f� `Inn sveleil vm.•. Na.. 3. Piinc A) 3581ma O 0 N_ 1 4 DOUBLE YELLOW CENTER LINE 4 WHITE EDGE LINE As Constructed ATKINS •61110AC Cf. 0 so O7 C0217 PNne ]05(!11 7275 Eon 305/111 717S a O N 570 SIGHT f LINE o Revsens 0 570 SIGHT LINE to---EC---ro---rU---ED- - -ro--to--- 0 0 0 if so LLjIY�CENTER LINE WHITE EDGE LINE HITE EDGE LINE ryr SPECIAL 9001 tV — BR�_r0___r —fT--- _ 0-1- O� - - " WELD COUNTY ROAD 53 SIGNING AND STRIPING PLAN Project No /Code RC030 0e7 20480 Re eel De one Delete, LOL Sheet S beet TRAFFIC LDL tl Number S Met EM BR53-58A sheet 02 OF 0 SneeQelrambef 828 25 SP. 0 WI BR WI BL HITE EDGE LINE p U WHITE EOCE LIB — 570 SIGHT _ -Oi —(0---°1—LINE O 4 DOUBLE YELLOW CENTER LINE 4 WHITE EDGE LINE W2 -2I UJ WI6 8 J Im I1 570 SIGHT LINE WCR53 Of 4 DYIMLIE-E0GFIIM[ - O , __D,___D,—__D3___DI___05_—_D,___DI___DY LE YELLOW CENTER LINE 4 WHITE EDGE LINE CA () p 0 p _—DJ LEGEND CI) SIGN NUMBER 5—�1___t--_ — — _ REMOVE pGy_�-S-a—.-14�--ri--� 53 1 PROTECT IN PLACE REMOVE AND REPLACE Pe nt Date 3/9/2018 Fle Nome WCR5OTRIF_PONIMrk03 don Hot 1 Scale 150 Unl Intermabon Vert Seel e As Noted I Leader In t al DID NO 18000072 Sheet ReVlslons Dote Comments WELD COUNTY col o1L4Do Domaeed 1 Po. wake anenw CO E0611 Pro, I6Io701150-s000 ATKINS Gamer 0 60117 75 Fame by 11205 As Constructed No Rens on WELD COUNTY ROAD 53 SIGNING AND STRIPING PLAN Project No /Code ERC030 067 20 Re* sea De Delale Sheet Subset TRAFFIC LO LDL N0Mcrs Structure EM 0R53 5BA Sub et Sheets 03 OF 04 sMYVT,10828 RO1533 Il .21, 20 AY S.N1 en a oo*lS 11� ti 6 9 I \ I n 1 1 1 ` \ ' I \II \ e 9 91 SIGHT \ v I LINE m RI 1 6 1 I I IP (ROil (Ri7 N 0\1 D3 6 fI Sheet Revisions Pr nt Date 3/9/loll Fle Nome WCR53TRAF_P mtMrk04 d9n Harr, Scale 150 Vert Scale As Noted Un l Information Un I Lear, r In t ols RID NO 18000072 ILI - t`V W1 -8R WI IL Date Comments Inn LJ WI 2r V O SPIED uWT 45 R2 1 (451 0 - WHITE EDGE LINE 0 CR EMI W®`' cr 15 O N Y1 N 4 DOUBLE VEL W CENTER LINE 4 WHITE EDGE LINE so U7 LEGEND 0% SIGN NUMBER REMOVE REMOVE AND REPLACE WELD COUNTY col ORADO a�fpc e S'ppn(" :1 ras Oe CD 1 Now (9701356 (COO ATKINS nenve co 60237 Plane 303//91 7275 F 1.103/7]1 7276 As Constructed No Rev s ens WELD COUNTY ROAD 388 SIGNING AND STRIPING PLAN Project No /Code ERCD3D-067 10480 Revised Des 9ner Oehler LDL Sheet Subset TRAFFIC COL VI el SM Owe Mamas s Sublet Sheets 04 OF 04 EN 2R53-5RA 5neePffum7 oer828 0 a O 4-1 Li i P C 4-1 C 0 O O u'1 O a $o a a CA 80753349 10:29:22 AM m U Print Date: 3/9/2018 O O f I Parcel: 096308000023 Owner: Lower Latham Reservoir Company {TE-1} PROPOSED TEMPORARY CONSTRUCTION EASEMENT FOR DETOUR PAVEMENT (10' TO 20' OFFSET FROM EXIST ROW) BEGIN PROJECT SECTION LINE WCR 53 ,o. File Name: A'CR53ROW_PlanOl.dgn Horiz. Scale: 1:50 Vert. Scale: As Noted unit Information Unit Leader Initials BID NO 18000072 CO O C ) O O 4 O O O f co O {RW-1} PROPOSED ROW (70' OFFSET LEFT FROM PROPOSED ALIGNMENT) (27,921 SF) {TE-1} PROPOSED TEMPORARY CONSTRUCTION EASEMENT (10' OFFSET FROM PROP. ROW) (7462 SF) EXISTING ROW PROPOSED SLOPE LIMITS PROPOSED EDGE OF PAVEMENT O O f a) O O O O PROPOSED EDGE OF PAVEMENT PROPOSED SLOPE LIMITS EXISTING ROW Sheet Revisions c'e: Comments t Parcel: 096309000024 WELD COUNTY COLORADO VIS Deportment or Public worts 1111 M Street Greeley, CO 80631 Pew*: (970) 356-4000 O f CV {TE-IA} PROPOSED TEMPORARY CONSTRUCTION EASEMENT 10' BEYOND SLOPE EASEMENT (7651 SF) {TE -IA} PROPOSED TEMPORARY CONSTRUCTION EASEMENT (65' WIDE) Parcel: 096309000015 Owner: Lower Latham Reservoir Company DITCH SLOPE LIMITS C O O f O ran 4- 4--- • 1-0 {TE-2} PROPOSED TEMPORARY CONSTRUCTION EASEMENT (120'x75') (8,250 SF) Parcel: 096309300025 Owner: /bacon Colorado LLC J 4 I SECTION SIXTEENTH LINE COLOR LEGEND PARCEL PROPOSED ROW PROPOSED PERMANENT' SLOPE EASEMENT PROPOSED TEMPORAY CONSTRUCTION EASEMENT 096309000015 RW-1 l• TE-1, TE-IA a 096309300025 TE-2 096309000087 RW-3 SE -3, SE -3A NMI TE-3, TE-3A, TE-3B 096309000091 TE-4, TE-4A 096309000090 TE-5 :NM ATKINS S 4601 Ott 3lvc Suite 700 0enwy, al 80237 Phone: 303/221-727-. ?bc 303/I21-7275 As Constructed No Revisions: WELD COUNTY ROAD 53 RIGHT-OF-WAY PLANS _1_ _ O C ` C n Project No./Code RC030-067-20486 Revised: Designer: LDL Void: Jetciler: LDL Structure) _ Numbers EM-BR53-58A Sheet Subset: ROW Subset Sheets: 01 OF 03 5neeT1Numbef 828 t 0 I O 9 0 PE; O I O 1 O • O PROP. EDGE pr PAVEMENT PROPOSED, SLOPE LIMITS EXISTING ROW t _ {TE-3} PROPOSED TEMPORARY CONSTRUCTION EASEMENT 10' BEYOND SLOPE EASEMENT (2,767 SF). {SE -31 PROPOSED PERMANENT SLOPE EASEMENT (4,789 SF) SLOPE LIMIT OF ACCESS ROAD 8 rn SECTION SIXTEENTH LINE Z 700' Print Dote: 3/9/2018 File Nome: WCR53ROW_PlanO2.dgn H0n2. Scale: 1:50 Vert Scale: As Noted Unit Information Unit Leader Initials BID NO 18000072 O 0 ♦ N -e_ PROPOSED BRIDGE Sheet Revisions Parcel: 096309000087 ?caner: -+eci endar f, Joanne & Richard F. (RW-3} PROPOSED ROW (70' OFFSET LEFT FROM PROPOSED ALIGNMENT) (83,742 SF) EXISTING ROW EXISTING WCR 53 ♦ Parcel: 098309000091 Owner: Glover, -ave' ^ & 3r en' Oeportremt et P„bec tw.5 1111H Street Greets, CO 8063i Phone: (970) 356-4000 {TE-3A} PROPOSED TEMPORARY CONSTRUCTION EASEMENT IC' BEYOND SLOPE EASEMENT AND CHANNEL RELOCATION WORK (2,929 SF) {SE -3A} PROPOSED PERMANENT SLOPE EASEMENT (7,743 SF) O O 0 N • SECTION LINE r {TE-4} PROPOSED TEMPORARY CONSTRUCTION EASEMENT (130'x80') (10,400 SF) SECTION QUARTER LINE EXISTING EASEMENT FOR DIKE 1 SLOPE LIMIT OF/ ACCESS ROAD *1 PROPOSED EDGE OF PAVEMENT SLOPE LIMIT OF WCR 53 A ( O - o SLOPE LIMIT OF DITCH RELOCATION {R3} PROP. RON (70' OFFSET) {TE-38} PROF' TEMP. CONST, EASEMENT (586 SF) O O PROPEDGEF PAVEMENT PROPOSED( SLOPE LIMITS EXISTING ROW COLOR LEGEND PARCEL PROPOSED ROW PROPOSED PERMANENT' SLOPE EASEMENT PROPOSED TEMPORAY CONSTRUCTION EASEMENT 096309000015 RW-I TE-1, TE-LA MI 096309300025 TE-2 096309000087 RW-3 WM SE -3, SE -3A =II TE-3, TE-3A, TE-30 096309000091 TE-4, TE-4A 096309000090 TE-5 ATKI N S 4601 arc 3ho State 700 Jove!, CO 80237 Pt* 303/221-7275 rot: 303/221-7276 As Constructed No Revisions: Revised: Retailer: Sheet Subset: LDL resigner: WELD COUNTY ROAD 53 RIGHT-OF-WAY PLANS _OL Structure Numbers ROW Subset Sheets: 02 OF G.', Project No./Code RC030-061-2048G EM -8R53 -58A Sheet1Y"u'mDer828 C e 0 3 a s n Y 4 s 0 C a A 3 Bar 53.349 10:20:25 r-- 0 D O O • (RW-3) PROPOSED ROW (70' OFFSET LEFT FROM PROPOSED ALIGNMENT) (79,231 SF) SLOPE LIMIT PROPOSED EDGE OF PAVEMENT EXISTING ROW 0 0 • re,— Po►eek 096309000091 Owner: Glover, Lavern & Brent {TE-4A} PROPOSED TEMPORARY CONSTRUCTION EASEMENT (55':60') (3,300 SF) SECTION QUARTER LINE Z n• so lot 2CC Parcel: 096309000087 Owner: Hecsenaor', Joanne & Richard F. O M 1 Pie Name: WCR53ROW_Plon03.dgn Hartz. Scale: t:50 Vert. Scale: As Noted Unit Information Unit Leader initials MO NO 18000072 O_ 7 t Sheet Revisions 1 I Print Date: 3/9/2018 EXISTING ROW SLOPE LIMIT PROPOSED EDGE OF PAVEMENT //0 • 251.00 I ` 1 Dote: ornmerI S tO {TE-5} PROPOSED TEMPORARY Lam_ CONSTRUCTION EASEMENT 10' BEYOND EXIXT. ROW FOR SLOPE CONSTRUCTION (5,558 SF) d e - O O 4- SLOPE LIMIT 252.00 SLOPE LIMIT PROPOSED EDGE OF PAVEMENT 253.00 254.00 -em its e' tr / O -0- -3 O ' 4- 0 4 es- Perta 096309000090 Owner: V«der, Terry & Roberto o O� 4 C - COLOR LEGEND PARCEL PROPOSED ROW PROPOSED PERMANENT' SLOPE EASEMENT PROPOSED TEMPORAY CONSTRUCTION EASEMENT 096309000015 RW-1 7E -I, TE-IA 096309300025 TE-2 096309000087 RW-3 SE -3, SE -3A TE-3, TE-3A, TE-3B 096309000091 TE-4, TE-4A 096309000090 TE-5 4- d' WELD COUNTY cnrfRADO Oepertn' et of P1 eon: ilia. ((II H Street Ceeeky, C0 80631 None. (910) 356-4000 ATKINS •601 JYC fihc Sute 700 Denver, CO 80231 None 303/221-7?75 tar 303/221-1276 As Constructed \o Revisions: WELD COUNTY ROAD 53 RIGHT-OF-WAY PLANS Project No./Code =RC030-067-20480 Revised: Desgner: _DL Void: Jet oiler: _DL Structt, e _ Nano er s EM -8R53 -58A Sheet Subset: ROW S..oset Sheets: 03 31 03 Sh"eetNumber828 PHASE IDESCRIPTION NOTE - - _ 1 TRAFFIC REMAINS ON EXISTING ROAD THIS IS SUGGESTED PHASING ONLY THE COMPLETE CLEARING AND GRUBBING CONTRACTOR IS RESPONSIBLE TO DEVELOP L----- CONSTRUCT PLUMB DITCH PIPE EXTENSION MD 32 OF CBC THEIR OWN PHASING PLANS -- I CONSTRUCT EXTENSION CONSTRUCT NEW BRIDGE—T----1'—',Ii OF IRRIGATION DITCH PIPE II SLOPE LIMIT FOR —� CONSTRUCT BRIDGE APPROACHES TO LIMITS SHOWN WITH 11 SLOPES —_ — 1{ ' I' —`` - CONSTRUCT INFORMS' DETOUR PAVEMENT {s DETOUR PAVEMENT—_ `` 11 --- CONSTR:CT TEMPORARY 1 4 \ — DETOUR PAVEMENT / — —\ —— m,'"r,.To e' •vdr'..�</, .;"3 ",.w -7i 7.7 , .-- 1 tea•`S; t_yrY —--;37:7-111----= = rsr _ _ _," :I: �a=1a— ——_pH---E--a„a�===Fa==�s=-_- :_. —i6--_ --Fa==- - - - - -------n' -- Fa=—=1a==Fa=—=1d==�a==—,3== — — — — ,--— 9th---F6�—.—. R= ~ — — — — — 7-- o O o O o --r- ___ i%_ 4-.•. OrO--i6--OTO—� r O— -tf=_I-17-- 0=-----� en o 0 0 e a=�1II ��_r ' -cn-- 0 _ - .l 'o•ro—_ III -1G—o o—_, �•-a� 0 o Om o o O T#� �� -'. VIA i ---�r`_I'- x__T Q=_rra ,`� TRAFFIC REMAINS ON EXISTING L' - :-i- 1 I 51 GRAD Mr — ROAD AND BRIDGE WHILE NEWI 'I-- r (SEE SECTION) PHASE 1 SECTION WITH DETOUR PAVEMENT BRIDGE IS CONSTRUCTED I I It { DN__I 24 DETOUR PAVING 71 16 f t— 26 PROPOSED PAVEMENT I I TEMP GRADING PHASE 1, 1 I GRADING 0 14 I II . 1 I ~ 1 _ J 1 +_ AI _, y� 'y ULTIMATE 31 CRAOINCJ EXISTING ROMlot 000 / ID I 1 / 41.1 CONSTRUCT 52 OF PROPOSED ROW _ _� I— PROPOSED CBC SLOPE LIMIT FOR i— J --- �1 __ ,lL DETOUR PAVEMENT C I 'CONSTRUCT — _ I_ T} I U T. TENPOR ' /' �� _—a CPL a CONSTRUCT NEW BRIDGE / D — DETOUR PAVEMENT / SHORING (AREA I) 0 — ^� VER PROPOSED i.►fiss�ivfiiifiiwiii.%.rifiwiiiwiwiiirsiiwiiiiiiiw®wwDlfifi- ►airiv. ��,. ° '! = - - -w.!.. fiiiiifio.I,i®iiroiiiifriir.�iiirwiiyiiffiiiii�rsi��i�rwfii� -�= ��1�'_, llff!RA�ie1f1%11fI' _.—, ►, -F° - D___f0- 001 -a °—__ p-- 6— p__�-�'...�. - _-ch .��__ r-- E——Lw—E let°c___To--p 1a___Ip__o 1 r,,,,,,.a.,__ '00��0 o �_pH___Jcva�_c __ r i o-09 --_ 1 O O O a _—E�--On—FN__]H--_L,L__-IDD I�T6---10--N�iD_r-FO -3 _��©pJ 0 —CYO -s0pro---,F�,�-�- �O3_ 3- -O L ;LM- 1 -- _ 1 NOI� TRAFFIC REMAINS ON EXISTING _ r --T.=-- ROAD AND BRIDGE WHILE NEW T BRIDGE IS CONSTRUCTED PHASING LEGEND -'�� p 1 �a-� _• ,_--ti?j'a ,s� c /' OH — ^I— F---LH—M StOPE LIMIT FOR PHASE I A,' DETOUR PAVEMENT PHASE 1 SECTION NEAR BRIDGE 0 1L�GRADING TRAFFIC REMMA SON EXISTING E WHILE NEW (SSE PM E I CTfONI I BRIDGROAD EISCONSTRUCTED �yy ��: PHASE 2 �� FINAL PAVEMENT —1 14 1\—� U�L�T"I�M�ATE 3I GRADING IE s Z _1 11 GRADING o 14 _ _ 00 C ) I O w ri PHASE ] _—��-- -- �L EXISTING ROAD ,y 0 I loo 1w T Prnt Dole 3/9/2018 Q Sheet Revisions WELD COUNTY coLoRADo 1 �,s �" GI In Street y' l••e'tr�i1M1'�e�l } ?vl ,F,UI� IOW], Me 4000 ti„ �j » ATKINS lypl OTC ®.a o .e Dan F MUM Meas As Constructed WELD COUNTY ROAD 53 PHASE 1 PLANS Project No /Code F. Nam< WCR530E5_PM1asef 01 don Dote Comments In No Rems ens ERCO]0 067 20480 Hera Scale 1100 Vert Scale As Noted U Informal on Unt Leode Insala Re zee De ones 9ner LOL SV ewe' EM-8R5]5BA �IONO 18000072 ()clatter LOL Numbers I' c' S.N 'VmLC4 Sheet Subset PHASE Subset Steels DI OF 06 F� T- J O PHASE 1 DESCRIPTION - TRAFFIC REMAINS ON EXISTING ROAD COMPLETE CLEARING AND GRUBBING CONSTRUCT TEMPORARY DETOUR PAVEMENT II SLOPE LIMIT FOR DETOUR PAVEMENT CONSTRUCT TEMPORARY DETOUR PAVEMENT NOTE THIS IS SUGGESTED PHASING ONLY THE CONTRACTOR IS RESPONSIBLE TO DEVELOP THEIR OWN PHASING PLANS TEMPORARY PIPE 1 EXTENSION (30 REP Ifi ) - L�- _ c _ _ _ _ _ _ _ ]t-_pI _TRAFFIC' REMAINS ON E%ISTING p▪ I_ _TI_O r/ O�- 1A \ ____RalODAYO-BRg]GEWHIUNEW-0I___p _____pI__j BRIDGE-IS-ISTFb • • _ o. A- "• • a ' i ICO •251,,, , o.- — 01 Ya sa �aa :aa PHASE 1 SECTION WITH DETOUR PAVEMENT 24 DETOUR PAVING 11 TEMP GRADING / Ed PHASING LEGEND ® PHASE 1 Lt,zj DETOUR PAVEMENT L I PHASE 2 PHASE ] Pr nt Dale }/9/2016 F Ie Name WCR5]0ES_Phasel 02 don Horu Scale 1100 Unit Information FINAL PAVEMENT N1\DG.L�t 1\ O O N t \\ I1 N t \ N 1I n SO.9Ct LLttl ' (Ill �ooa4£� +ITJ 2"71 Sheet Revisions O O O '� O N N N N M) N SLOPE LIMIT FOR DETOUR PAVEMENT CONSTRUCT TEAR _ _ DETOUR PAVEMENT I 1 SLOPE LIMIT FOR DETOUR PAVEMENT ULTIMATE ]I GRADING 1 Ifi 1- 26 PROPOSED PAVEMENT PHASE 111 GRADING 0 14 EXISTING ROAD PHASE I SECTION WITH DETOUR PAVEMENT 26 PROPOSED PAVEMENT (PHASE 2)-- 16 r�24 DETOUR PAVING 1 \ II TEMP GRADING EXISTING ROAD ULTIMATE S1 GRADING 15 DESIGN SPEED FOR DETOUR SHOWN I I 1 1 1 II 11 Vert Scale As Noted Date Gramme Is Un t Lea. Initials 910 NO 18000072 O WELD COUNTY COLORADO Yy,-m5�1 0OE l0lhde00N ATKINS rONTCs bra 0 ner CO 80237 )anei 2215 F ]01111 ]]16 As Constructed No Rev s ons WELD COUNTY ROAD 53 PHASE I PLANS Des SAX A Detader COL Sheet Subset PHASE Project No /Code ERC0B0 067-20.60 Rev sed LDL Vo d. structarel _ Nunmers Subset Sheets 02 OF 06 EM BR57 56A sElIQ 9=A28 PHASE 2 DESCRIPTION NOTE -- J _ TRAFFIC MOVES TO DETOUR PAVING (25 MPH DESIGN SPEED SHOWN) THIS IS SUGGESTED PHASING ONLY THE - COMPLETE REMOVAL OF EXISTING WCR 53 PAVEMENT CONTRACTOR IS RESPONSIBLE TO DEVELOP - -r FINISH CRC CONSTRUCTION AND PIPES ALONG EAST SIDE OF ROAD THEIR OWN PHASING PLANS �(Z'- -CONSTRUCT REMAINING PORTION OF PROPOSED WCR 53 --I COMPLETE GRADING AND ACCESS ROADS ON EAST SIDE OF WCR 53 -- - --- jf ___ I'� i tfi TRAFFIC USES I t- 4 �J "° `` -_-_--- /--- �L ° --� --- �J —.,--'4-- �� --- -- ---- DETOUR PAVEMENT - 7 r�=0 / ---------- d' o,rW.irxs.----._...� ` "i1Gr' ar+RSM.J• •-,g�.�T S ___ M s. � - - rAt+aAf •A1�+r ff.Ti AAfy;��,�+i riff+ r1fd T+relffff�r r:A�+ — .�_ „, =rd zd —=3 -r3--on-S- 10 ,!rrf'y+�-fj-..t+ Y, _. r __ a d=FD--PO---P,- - - .� y_j'yf.x�v�"•:Orrf'3 q.Vt:��i'�-�?. r�r4i -�r= -o .-- o�-..�--o nw_..D--��-->__.� _��-jB--�as�i��".�leS r 0 — w•;r �ifr -016---m--or0- Al ��t-_ _— - 0 0 -tT'-e'r=n- t• ^ 0 0 OOy o U 1 l --t_ _DH-- {O{r- gry �• $FO_-_10__9TI4_ _PO_ Oro -__F 0 O M -T-rF. yr 6'PO--RR _-_�_I- -PT -_ Q- -A-FO O O N •i _1 O _ �_�"�,��/V rv--� 1--E-- LI - SON--c,� SLOPE LIMIT �` (FINAL PROPOSED) I nU _ I-_ j PHASE 2 SECTION WITH DETOUR PAVEMENT rl fj! I an_ — t e — —, 2A DETOUR PAVING —j 16 I— 26 PROPOSED PAVEMENT I I TEMP GRADING COMPLETE EAST GRADING I 11 Z U _ J -- U ________ J ULTIMATE 3 1 GRADING EXISTING ROAD 1'11 0 ono 50 IOC --- _—_ / I r ° I° — ---1 / /_--- - +3U 1TI _ S �° — —— `➢I ° — TRAFFIE S TRAFFIC USES LJ _ 6 ` NEW BRIDGE AND APPROACHES DETD� AVEMENT H9 �� 'f> < w iy , Uf if � ° �r ,. DLO 2> •r ,.+, k ID I mss H tk. t ---.4-.-4 a }.ti _ ".. . ,+ by ♦ - , —._ _ r�tu 9fT wL._ +wiryfi.A. ._w�i�3'v��,iYf ' i, < r�b'Q�iaff friie+lf��air?�firOri 4), rf'�f9 i�'R..r_rrf.��. o �b/-:0--1"8--,,___,,,, _ 6r Fo- of o-'-�•-^ f �i'i� o CAF b�C�ri:•'�=Tmy�.� �� Pa - `' -` •►. :Erc.i Sr-r�i,�f: '' 910 E_pi3O--a c- o tOrD FD Pa -10- i ._.y- �: Z,r- _ -�--. m- cxf HI 9 Ird-I seTII—_-0-- ff'� o `f C.!'p�. _ ---__ - -`-N 04-__E _0,___41_ eh LO - ,'f�•-,��?`A��J Da— ry-- H---K--�d ,t;-0 �. �:�0pi_� U-Oe O--ID-oD---4--8O---f03_� _•'^1O -a L.L lE_ i---,--.•- PHASING LEGEND CONSTRUCT REMAINING 24 PORTION VA PAVEMENT PHASE 1 R,! DETOUR AVEE I//�I YLYfPHASE 2 SECTION NEAR BRIDGE L VGA 4�1 �, II ° OF PROPOSED CRC AND WINGWALLS P SLOPE MIT ff' �fr: PHASE 2 2F� r FINAL PAVEMENT COMPLETE EAST GADDING 1�1 fF1N�'PROPOSEDJ $--� ZO1/I - � � In PHASE 3 __ — �E%ISTINC ROAD J 0 50 AO NO ) I Print Dote 3/9/7018 Q = O Sheet Revisions WELD COUNTY COLORADO A�ln'I HImmt IP bi SOS T +, Su `i . R7TI= coo yr' ATKINe 4601 OTC MR co m A 2 IO1722I)275 r lOL22I 2226 M Constructed WELD COUNTY ROAD 53 PHASE 2 PLANS Project No /Code FM Name WCR5JOES_PRasell DI don Date es Commnt In I ERCOJO VA? 20480 NO Re sons Ho rii Scale 1100 Vert Scale HA Noted Re Nod Des Doer LOUStructure EM BRS] SBA U t I I mot a U I Leader In t GGa Dee., LDL Nmber I IIO NO 18000072 Pa e5A. 7028 SPCI i er VAR Shoo t S 6s0,ePHASE 5 b t 5M1 I D3 DF O6 is 50 MO PHASING LEGEND ® PHASE I PHASE 2 PHASE 3 rkz r Z PHASE 2 DESCRIPTION TRAFFIC MOVES TO DETOUR PAVING (25 MPH DESIGN SPEED SHOWN) COMPLETE REMOVAL OF EXISTING WOW 53 PAVEMENT - CONSTRUCT REMAINING PORTION OF PROPOSED WCR 53 - CONSTRUCT NORTH PORTION OF PIPE UNDER WCR 388 CONSTRUCT PROPOSED WON 386 - WCR 388 WILL REQUIRE ADDITIONAL TRAFFIC SHIFT TO FINISH INTERSECTION COMPLETE FINAL GRADING EAST OF WCR 53 AND NORTH OF WCR 388 TRAFFIC USES DETOUR PAVEMENT 1!03_--9--0 - $__- I0 ro 2SICQQ o _ .O+ IOil D IrD DETOUR PAVEMENT FINAL PAVEMENT 75.. c Pr nt Dote 3/9/2018 File Name WCR530ES_PhaseII 02 dgn Her Scale 1100 Vert Scale As Noted Un t Information Un t Lender, 'GIs 9ID NO 18000072 Sheet Revtslons 1 1 17 -- iDO��£L NOTE THIS IS SUGGESTED PHASING ONLY THE CONTRACTOR IS RESPONSIBLE TO DEVELOP THEIR OWN PHASING PLANS DS- _-01-__01___01---}83-- 701___00---' 1—'_L_ �It n2/ • Zs - Of XO ! sG I SLOPE LIMIT (FINAL PROPOSED) N N CONSTRUCT 48 OF RCP 5 I6 —(7—J 26 PROPOSED PAVEMENT PHASE I II GRADING 0 14 EXISTING ROAD PHASE 2 SECTION WITH DETOUR PAVEMENT 26 PROPOSED PAVEMENT (PHASE 2) EXISTING ROAD 3 24 DETOUR PAVING 11 TEMP GRADING LT ATE 3 1 GRADING 0 0 N 100 100 PHASE 2 SECTION WITH DETOUR PAVEMENT 24 DETOUR PAVING 11 TEMP GRADING ULTIMATE 31 GRADING SLOPE LIMIT (FINAL PROPOSED) TRAFFIC USES DETOUR PAVEMENT (15 MPH DESIGN SPEED SHOWN) Dole Comment. Ind WELD COUNTY COLORADO ' 1 Oeee eea'11Nefe NOS k -y 210631 PhmrOM 1564000 ATKINS 430i OTC Et.t 51 MO Puna 301/11i 37275 F. 302/221 7276 As Constructed No Rev s ons WELD COUNTY ROAD 53 PHASE 2 PLANS Project No /Code ERC030 067 20460 Rev sea Des goer LOL Detoler LDL Sheet Subset PHASE VGslI SWctveI _ S heel Sheets 04 OF 06 EW-BR53 586 0M454.7,,9,.'41,828 601,1-1-40 ICc29.17 AU SAI PHASE 3 DESCRIPTION NOTE - TRAFFIC MOVES TO PROPOSED ROAD AND BRIDGE THIS IS SUGGESTED PHASING ONLY THE - REMOVE TEMPORARY DETOUR PAVEMENT CONTRACTOR IS RESPONSIBLE TO DEVELOP - CONSTRUCT ORAINAGE PIPES Ml0 DITCHES ON WEST SIDE OF RCP 53 THEIR OWN PHASING PLANS - COMPLETE GRADING MO ACCESS ROADS ON WEST SIDE °F WCR 53 USE EARTHWORK UNDER DETOUR PAVEMENT- - TO COMPLETE ACCESS ROAD GRADING Gi ` r REMOVE TEMPORARY- SLOPE LIMB jj REMOVE TEMPORARY STRIPING AND DETOUR PAVEMENT ___-- I . (FINS PROPOSED) 11 f - _ L_ -----T I liI i -- 1� /1��-' n,�. �M COMPLETE FINAL STRIPING - - - TRAFFIC USES /_! `_^- `_`- __ Y.A -.. ROAD___ E -n\�� __JY• __ ___ _�_�y_____-- _NEW ____/ u` 4 - .. __ . 9�r ..1s Rt':w-. 5 ,„'.ry'r.*-. -- $,,-3„707-k—,77,,, - t s !�l fir. _ ___. _ •-- _0,7_1--- Cx- B — - F- �._-=fh=--F°--- f :-OIL =-Eh--- - _ _ rw-__F--r Ta-r_F ___ __ t--�F° °---sA _ ___ _ _ p p0 O p.+DU-a—-Lzc�w--�T- _ ___ c _!J)_,°— '1 --�� 00-__!°__O!O _L O MI 1� m O p O -=1r • -T 1 _� • -"- -0 r SN O O N- F°--0.77i---F°- O!°_-_ O F nx --N--LrC -I_E I D ' PHASE 3 SECTION WITH DETOUR PAVEMENT ie rl I tr_µ REMOVE TEMPORARY DETOUR PAVENENT, .....„,..1—]6 PROPOSED PAVEMENT I I I I I V .1 — • .COMPLETE WEST GRADING a Se me/ ) oo � �, I / 10 I / {/--- k1 I PAVEMENT USE EARTHWORKCUNDER DETOUR O - TO COMPLETE ACCESS ROAD GRADING/ / I _ _- --— — — _ ( `Y I--� I O SLOPE LIMIT RENO fp.,EMPORMY bl, TRAFFIC USES ..— `_ m`—� + / t (FINAL PROPO 1 OET PAVEMENT __.I NEW BRIDGE ` - �r—__—__ �� a . �tv '�` _ 7r� ��dw --ZTtr ---j--- =P-o�'- ="'rn- r �--F°--o, , - GI !°a',tot' p _ ) 7-----o.-- °---`°— °--ca--in afD---!C—,p FD_� rF�+. —.-- - N- = —-------":—�— --M--�-I °"--�-�- 'Tt--_�cNV A ':•-p,91.,..1°=--_!D --Fs-. ,_L__o t ,, o o aD--F°-- [i �---aH--- .==D"�_`�__' rte - ''' 0o0 _, „or-- FD--07°---r°--OD---1—O -,,---4,1_1';•-,r.,..---R- Ol -me PHASING LEGEND I T -- —e.' --ux—er_-E___ N_� PHASE I A..,„ DETOUR PAVEMENT PHASE 3 SECTION NEAR BRIDGE 0 `0 , O ^ ! •,• ��: PHASE 2 , FINAL PAVEMENT WEST GRADING t JI I Z _ �CDMPLETE ` 1 sa tm lov I Print Date 3/9/20I8 Q Q = Sheet Revisions WELD COUNTY ATKI INS s601 OTC end. ne nr m EOM 13 NVayjj 7273 As Constructed WELD COUNTY ROAD 53 PHASE 3 PLANS Project No /Code Fle Name WCR5]DES_Phaaelll al Date Comments Inrt col ORADO _1 a,•„ k oat ERCO]0 OfiJ-30aB0 No Res+to a I S Horn Scale 1100 Vert Scale As Noted ,. _� �Strrrtr� Ib ll t I to mat on Um Leaae Intci Re sed Des 9ner LOL SlrucWc EM-BRSJ-SBA ``.1.1 . `}!1lr,_j. B•e)nmlitioxi tID NO 1BODW72 Deluder LDL NurMers Vod 5x S4MNmW28 Street Subset PHASE 5baet Sbeeta 05 OF 06 a�.i.7] am, ',mama., *CR S3 200i. o M., ,. ..; s.C.,...ES ft......r SLOPE/ pPOSEO) A 0 0_ 9 '3� 2` DA vLD ;,7 ---°A Dr I r� PHASING LEGEND ® PHASE I DETOUR PAVEMENT PHASE 2 FINAL PAVEMENT PHASE 3 FTe Nome WCR530ES_PnaselII 02 clan Horz Scale 1100 Vert Scale As Noted Un t Infarmat an Un t Leader In t ols REMOVE TEMPORARY DETOUR PAVEMENT 0 a 251.00 9 r 1\ PHASE 3 DESCRIPTION TRAFFIC MOVES TO PROPOSED ROAD REMOVE TEMPORARY DETOUR PAVEMENT - COMPLETE CONSTRUCTION OF DRAINAGE PIPES COMPLETE GRADING ON WEST SIOE OF WCR 53 COMPLETE GRADING AND ACCESS ROAD ON SOUTH 510E OF WCR 366 USE EARTHWORK UNDER DETOUR PAVEMENT TO COMPLETE ACCESS ROAD GRADING TRAFFIC USES NEW ROAD NOTE THIS IS SUGGESTED PHASING ONLY THE CONTRACTOR IS RESPONSIBLE TO DEVELOP THEIR OWN PHASING PLANS 0 1' — t G;__ De- a I o n < CV =sr sr a WI st n REMOVE TEMPORARY STRIPING AND, COMPLETE FINAL STRIPING 01__-31--i01— 1___DI___DI__-01 I RI I Sheet Revisions Pr nl Date 3/9/2016 Date Comments In BID NO IB203372 0 TRAFFIC USES _NEW ROAD SLOPE LIMIT (FINAL PRDPO USE EARTHWORK UNDER DETOUR PAVEMENT TO COMPLETE ACCESS ROAD GRADING COMPLETE PIPE WELD COUNTY COLORADO —%, OII xa.en al P.Rada vSV e<el t9 Wel Play OM )S6 4000 i§3zAr ATKINS C1' TO Omer CO 00237 Pnerc 303/Di nn FAA [ DA fag 303/ill >1)6 0 M) N REMOVE TEMPORARY DETOUR PAVEMENT As Constructed NA Rens ons 30. 00. PHASE 3 SECTION WITH DETOUR PAVEMENT DETOUR TEMPORARPAVEMENT _ - 2fi PROPOSED PAVEMENT DETOUR PAVEMENT COMPLETE WEST GRADING PHASE 3 SECTION WITH DETOUR PAVEMENT 26 PROPOSED PAVEMENT REMOVE TEMPORARY DETOUR PAVEMENT COMPLETE SOUTH GRADING I I 11 I REMOVE TEMPORARY STRIPING AND I C9 FINN. STRIPING 1 I 1 LV WELD COUNTY ROAD 53 PHASE 3 PLANS Project No /Code ERCO30-067 20460 Revised Des GRAD LDL Detaler LDL Sheet G SCSI PHASE Vad SirualveI _ Nua5ers Subset sheets 06 OF 06 EM BR53-58A sh«ri•Pfl ,626 4610 4610 4600 A: _---� `>r-+-_- � � �, 4600 4590 4590 4610 4610 -100 -80 60 -40 -20 0 20 40 60 80 100 4600 - ----ul _ -`- _�- 4600 4610 STA 112+00 4610 4590 - _ _ _ - - -- 4590 4600 �- -' A. 4600 -100 -80 -60 -40 -20 STA 109+50 0 20 40 60 80 100 4590 I I 4590 4610 4610 100 -80 60 -40 -20 0 20 40 60 80 100 4600 4600 4610 STA 111+50 4610 4590 I I 4590 4600 ti 's. --'- 4600 -100 -80 -60 -40 -20 STA 109+00 0 20 40 60 80 100 4590 1 I I 4590 4610 4610 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA 111+00 4600 4600 4610 4610 4590 4590 I I I. I 4590 4600 4590 -�-' 4600 -100 -80 -60 -40 -20 0 20 40 60 60 100 STA 108+50 4590 I I 4590 4620 4620 -100 -80 -60 -40 -20 0 20 40 60 80 100 4610 gl 4610 4610 )STA 110+50 4610 g 4600 4600 4600 _ 4600 4590 I I 4590 4590 I 4590 -100 -80 -60 -40 -20 0 20 40 60 80 100 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA 108+00 STA 110+00 Print Date ]/9/cola (=) 0 Q Sheet Revlslons WELD COUNTY col °RAOo I.T%a wL �II �Se lei1 P��e�s el"t �: rr'�.--��• am•e, CO SOW! �+• �4er �F: ISAI ]ee taaa A • ��IN+ - A0 Ble It ... m eom ism 303/003 Ri� illsthee As Constructed WELD COUNTY ROAD 53 CROSS SECTIONS Project No /Code F le Name wCR5]REF_%Sect On Date Comments In t Na Rer,s ons ERCO]0 Ofi]-10x80 H°ra Scale N/A Vert Scale As Noted Un t Info mats llnt Leaner Imt Rer sea fiS uctwel ENN SBA 310 NO 1900m12 De laden LOL Numbe s V°d /a1B SM1 F4rsmoer Sheet Subset %SECT Sheet Sr ECT hetS S het Sheets 01 OF ID 4610 4600 4590 a 1 4610 4600 4590 4580 I 4580 4610 4600 4590 4580 4610 4600 4590 4610 4600 4590 4610 4600 - 100 -80 -60 -40 -20 0 20 40 60 80 100 4590 STA 114+00 - 100 -80 -60 -40 -20 0 20 STA 113+50 40 60 80 100 4610 4580 RI - 100 -80 -60 -40 -20 0 20 4600 STA 115+50 4610 4590 4600 4580 4590 4610 4580 4600 4570 4590 - 100 -80 -60 -40 -20 0 20 40 STA 115+00 - 100 -80 -60 -40 -20 0 20 40 60 80 100 4610 STA 113+00 - 100 -BO Pr nl Date 3/9/2018 Fle Nome WCR53REF_%Sect dgn Harm Scale N/A Vert Scale As Noted Unl lntorrnat an Umt Leader I tale -60 -40 -20 0 20 40 60 STA 112+50 80 Sheet Revisions 100 Date Comments In t 510 NO 1800W72 4610 4600 4600 4590 4590 4580 40 60 80 100 5 S l�� 1 60 80 100 6 - 100 -80 -60 -40 -20 0 20 STA 114+50 WELD COUNTY COLORADO ._ __-�� DI�SIml1lflefe llvse Phor�t9A11564000 ATKINS m401044 10 10140 7170 40 As Constructed No Rev s a s 60 80 100 4610 4600 4590 4580 4610 4600 4590 4580 4570 4610 4600 4590 4580 WELD COUNTY ROAD 53 CROSS SECTIONS Project No /Code ERC030 067 20480 Re. Gel Des goer LDL Deta7er LOL Sheet Subset %SECT Vad svacwel _ Numbc c 5 bsel Sheets 02 OF 12 EU 8853 584 shSi45v5,m4t.e2e 4610 4610 4600 4600 4590 4590 4610 4610 ` r a s 4580 -100 -80 -60 -40 -20 0 20 40 60 80 100 4580 4600 % 4600 STA 117+00 4590 - ✓// .'� �� 4590 4610 4610 ___y_______�_�___-- - ^'� -__ yy ea 4580 I 4580 4600 u, 4600 -100 -80 60 -40 -20 0 20 40 60 80 100 STA 118+50 4590 I �` I 4590 4610 4610 1 ` I al o ₹ LL 4580 4570 I I I 4580 4600 4570 4590 I V /i 4600 4590 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA 116+50 4580 --f 1 - ---- --,------- '' _ 4580 4610 4610 -100 -80 60 -40 -20 0 20 40 60 80 100 4600 d _ V, 9 4600 4610 STA 118+00 4610 4590 --- I - ` 4590 4600 4 j 4600 _ 1% '' \// 4580 I �, I 4580 4590 ' `.` 4590 4570 I I 4570 4580 __ - 4580 -100 -80 -60 -40 -20 0 20 40 60 80 100 -100 -80 60 -40 20 0 20 40 60 BO 100 STA 116+00 STA 117+50 Prink Date ]/9/2018 Sheet Revisions WELD _COUNTY col onnoO 1 • I 1�I7 SUI,IN''e N' I,1j "" meoen 1..70d 0.4 ts]0135treaW sue" a'_f"°y,p1 ATKINS ls. non0TC w.a Oeseer CO In�vc ]0]/!11])225 .3/2211216 As Constructed WELD COUNTY ROAD 53 CROSS SECTIONS Project No /Code rte Nome wess]REF_xseat egn Dale comment: ml No Flews ons ERC0300fi) 20130 Hari Scale N/A Vert Scala As Haled ant lnmrmai on un acme. en,l ma Re see Oesgner LDL Dr civ< EM BR53-SBA BID NO 18000072 Q Q Octoler LDL N rroe s Vatl Pa .591 of 828 Sbe0Q 10 03 Sheet Subset XSECT Subs t 3eets 03 OF 12 a. ,10,353000 Y ]] 4610 4600 4590 4580 4570 4610 4600 4590 4580 4570 4610 4600 4590 4580 4570 - 100 -80 -60 -40 -20 0 20 40 60 STA 120+O0 4610 4600 4590 4580 4570 80 100 4620 4610 4610 4600 4600 4590 4590 4580 4580 4570 4570 - 100 -80 -60 -40 -20 0 20 STA 119+50 40 60 80 100 0-2 r r� - 100 -80 -60 -40 -20 0 20 40 STA 119+O0 Pr nt Date 3/9/2019 Fie Nome MCR53REF_%sect dgn Hors Scale N/A Vol Scale As Noted Unt Informal on U t Leader Int cis 60 80 100 Sheet Revisions Date Comments Int MONO 18000072 4610 4610 4600 4600 4590 4590 4580 4580 -100 -80 -60 -40 -20 0 20 STA 121+O0 40 60 80 100 4620 4610 4600 4590 4580 4570 4610 4600 4590 4580 4570 4570 4570 -100 80 -60 -40 -20 0 20 40 60 80 100 STA 120+50 WELD COUNTY cot onsno b- Saeltal Minsys &ales CO Roe' eA1.:mo ATKIIMS 160.1 BA6 5.41 700 ye, CO /2212115 vPhxle 7 5 1 ]01/221 7275 As Constructed Na Re Ns ons WELD COUNTY ROAD 53 CROSS SECTIONS Project No /Code ERC030-067 20480 Rerrsed Dee Of., LOL Detaler LOL Sheet Subset %SECT Va Structurel _ N mbc s Subset Sheets 04 OF l2 EN 9953 58A SlieeQ�m�erB28 4610 4610 4620 4620 4600 wI W 4600 4610 it w4610 E 4590 I 4590 -100 -80 -60 -40 20 0 20 40 60 80 100 4600 4600 STA 125+O0 -100 -80 -60 -40 -20 0 20 40 60 80 100 4610 4610 STA 122+50 E, 6 _ 4620 4620 4600 4600 4610 N. 4610 4590 4590 -100 -80 -60 -40 -20 0 20 40 60 80 100 4600 4600 STA 124+50 4620 4620 4590 4590 e 4610 W 4610 4580 --'--{ �� 4580 4600 4600 4570 - 4570 -100 -80 -60 -40 -20 0 20 40 60 80 100 100 -80 -60 -40 -20 0 20 40 60 80 100 STA 122+00 4620 STA 124+00 4620 4620 4620 P 4610 W w 4610 w I w 4610 4610 4600 4600 I4600 4600 -100 -80 -60 -40 -20 0 20 40 60 80 100 4590 l I 4590 4620 STA 123+50 4620 4580 '--'--,--------J 4580 4610 a e 0 W 6 4610 4570 4570 4600 4600 -100 -80 -60 -40 -20 0 20 40 60 80 100 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA 121+50 STA 123+00 Pr nt Dote 3/9/2018 Q Q O Sheet Revisions WELD COUNTY COLORADO +; mmi I e way +" {% �uln 5b o� m 4 a�5i Phone 256-.0 } 1 ' ATKINS MI She `me NUM 5775 �O /»i ]2n As Constructed WELD COUNTY ROAD 53 CROSS SECTIONS Project No /Code Fie Nome WCPSOREF_Rsect don Date Carom is and ERCO3O O97 2O48O No R vi e s Horiz Scale N/A Vert Scale AS Noted Re sea 0 g e LOU 56uct�+el EM 8053 580 u it Informal an unt L ea r [nt ois patellar LDL Numbers 310 NO 190000]2 Pa esga 1828 S4P 5m er Va d et Sheet S es %SECT Subsetrdets 05 OF L2 VCR 33 IOU 0 q SO•vp . 4610 4600 4590 4580 "r, S 9 4610 4600 4610 4590 4600 4580 4590 4570 I 4570 4580 - 100 -80 -60 -40 -20 0 20 40 60 80 100 STA 126+50 4610 4600 4590 4580 4570 4610 4600 4590 4580 4570 S 1 - 100 -80 -60 -40 -20 0 20 40 STA 126+00 - 60 80 100 01 5 01 -G - 100 -80 -60 -40 -20 0 20 STA 125+50 Print Date 3/9/2018 File Name W CR53REF_XS,ct MR, None Scale N/A Vert Scale As Noted U t Informal on tin l Lease In t ale 40 60 60 100 4610 4610 4610 v ✓� -100 -80 -60 -40 -20 0 20 STA 128+00 40 60 01 I 80 100 4610 4600 4590 4580 4600 4600 4600 4590 4590 4590 9 4580 4580 4580 4570 4570 4570 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA 127+50 4610 4610 4600 4600 4590 4590 4580 4580 4570 4570 -100 -80 60 -40 -20 0 20 STA 127+00 40 60 80 100 4610 4600 4590 4580 4570 Sheet Revisions Date Comments rut BID NO 1800072 WELD COUNTY COLORADO tela�6a.,�e .... _. N sum Greeley 0:1 .31 Plow (4701356-e1100 ATKINS 4.6.01 Olt L AO N< 0319611m5 100 303/111 7278 As Constructed Na Rersions WELD COUNTY ROAD 53 CROSS SECTIONS Project No /Code ERC030-067 20480 Reused Des gne LDL [Jetsam LDL Sheet Subset %SECT Structure) Numbers Subset Sheets 06 OF 12 EM 0953 56A SheePNu5Eile28 4610 4610 4600 tl 9 d 9 4600 4600 4600 N ✓'-') 4590 - 4590 4590 "' -� LI 4590 i + -�-- _ 4580 _--- 4580 4580 I" 4580 4570 I I 4570 4570 I 4570 -100 4610 -80 -60 -40 -20 STA 129+50 0 20 40 60 80 100 100 4610 4600 -80 60 -40 -20 STA 131+00 0 20 40 60 BO 100 4600 46001 Q � 9 4600 4590 QI �� 4590 4590 ' 4590 4580 I ``` I •"- - 4580 4580 ___ I _/_ � - I / - - ,I 4580 4570 I I 4570 4570 I C - 14570 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA 130+50 -100 -B0 -60 -40 -20 0 20 40 60 80 100 4610 4610 STA 129+00 4610 4610 4600 m 9 d 9 4600 WI \ 4600 4600 4590 4590 4590 .! I ---_- " '__` 4590 4580 1 rr 4580 4580 I I 4580 4570 I I 4570 -100 -80 -60 -40 -20 0 20 40 60 80 100 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA 128+50 STA 130+00 Pane Dale 3/4/4016 Sheet Revisions WELD COUNTY col onnoo ' w-1'1 'Nlm� lau. day lI 7� �r�P1F rib I tTn`%JI 1 If)ol IT ma LE-1Yy T �1C ATKINS 460, ) Aa BM Bowe c0 NOM Rimy N3R1tms r 3o nn MS As Constructed WELD COUNTY ROAD 53 CROSS SECTIONS Project No /Code 1 F le Name WCR5]REF_%Sect dan Dole Comments Int No Re son, ER0030 067 20.60 non: scale N/A Vert Scale As Noted Un t In Iarma6an un I Leader In t als Re zed Des crier LOL Su cWe EH 6R5] SBA BID NO 18000012 = E=2 Detaler LOC Num.,' 0.4 Pa f826 S4VVl94'A Sheet S tsset %SECT 6',set Sheets 07 OF 12 0015.3349 10 Sp 7 . 5 N1 op 1,,..... 4600 4600 9a 4590 4580 4570 4600 4590 4580 4570 4600 4590 4580 ¢I -100 -80 - 60 -40 -20 0 20 STA 132+50 40 60 BO 100 `‘<" -100 -80 - 60 -40 -20 0 20 STA 132+00 40 60 80 100 4600 4590 4580 4590 4580 4600 4570 4590 4580 Ng -100 -80 60 -40 -20 0 20 STA 134+50 40 60 80 4600 4590 4560 100 3 4 4600 -100 -B0 -60 -40 -20 0 20 STA 134+00 4590 4600 4580 4590 4570 4580 4600 4600 4590 4590 4580 4580 4570 I I 4570 4570 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA 131+50 P mt Date 3/9/2018 Fle Nome WCR53REF_%Sect dqn Horx Scale N/A Vert Scale As Naked Unt Information Un t Leader Trot IS Sheet Revisions Date Comments In t 310 NO 1®]00072 40 60 80 4600 4590 4580 100 i - 100 -80 -60 -40 -20 0 20 STA 133+50 40 60 80 4600 4590 4580 100 --1 - 100 -80 -60 -40 20 0 20 STA 133+00 WELD COUNTY col oanoo '• �\t0 bix ee'et i Platt eat. 7EV:£PeiFf�: `41'1,M. ATKINS 1.60, Ote Met Sat 700 "o b u 0nt� nn 37 nS?, nn 40 As Constructed No Re.,s ons 60 4600 4590 4580 4570 80 100 WELD COUNTY ROAD 53 CROSS SECTIONS Project No /Code ERC030-067 20480 Re sec, Des gnat LDL Deteler LDL Sheet S beet MSECT Vod Structure' _ Numae s Subset meets 08 OF 12 EN-BR53 586 sh«45v5n0528 4600 4600 a rc n 4590 WI ��l x 4590 4600 4600 4580 I 4580 4590 4590 -100 -80 -60 -40 -20 0 20 40 60 80 100 4580 ------ "..4 � `�- ______ 4580 4600 STA 139+00 4600 100 -80 -60 -40 -20 STA 136+50 0 20 40 60 80 100 4590 5 4590 4600 4600 4580 I 4580 4590 1 4590 -100 -80 -60 40 -20 0 20 40 60 80 100 4580 - ----}- - -' `-- _ 4580 4600 STA 138+50 4600 -100 -80 -60 -40 -20 STA 136+00 0 20 40 60 80 100 4590 Fs1 _ \ Li 4590 4610 4610 - �- --. V 4580 I 4580 4600 1 I 4600 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA 138+00 `— 4590 �_yC /' � � •T _ 4590 4600 si � s 4600 4580 I 4580 4590 W `� 4590 -100 -60 -60 -40 -20 0 20 40 60 80 100 STA 135+50 0580 --«-- I - `-- --- 4580 4610 4610 -100 80 -60 -40 -20 0 20 40 60 80 100 4600 3 _ Al Li, 4600 STA 137+50 4600 r. Ps 4590 ` q I �� 4590 4590 W --` 4590 4580 1 I 4580 4580 I `- �f I 4580 -100 80 -60 -40 -20 0 20 40 60 80 100 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA 135-100 STA 137+00 P,m1 Date 3/9/1018 Q Q O Sheet Revisions WELD COUNTY COLORADO , '`(TI°,7.7',*-- Ston e(97o1056 Moo A+`b- r ATKINS 5I OTC P ne 13023] Fbv MUM s722MJ5 As Constructed WELD COUNTY ROAD 53 CROSS SECTIONS Project No /Code F Name WCR53REF_%Sect don Date Comment I t ERC030 067 20460 No Rev s ans Hari Scale N/A Vert Scale As Noted Rev sea 0ee9ner L0L 51 acts el EM 6053 565 Olt I f m to VntL 0 I to i Detale, WI_ Numbers 31D NO 160000]2 Va C SM1eeP m]ber628 Sheet S 1001 %SECT Subset Rests 09 OF 12 4600 4600 m 4590 4590 4580 __ ___ I ____ �� I ' 4580 -100 4600 -80 -60 -40 -20 STA 141+00 0 20 40 60 80 100 4600 4590 4590 4580 I 4580 -100 4600 -80 -60 -40 -20 STA 140+50 0 20 40 60 80 100 4600 4590 \ 4590 4580 II f 4580 -100 -80 -60 -40 -20 0 20 40 60 80 STA 140+00 4600 100 4600 4590 \ 4590 4580 I __ 4580 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA 139+50 Pr Date 3/9/2018 et Sheet Revisions ATKINS rW� VC Bee SulAm r /�ii�ms Fo`]CSRL Me As Constructed WELD COUNTY ROAD 53 CROSS SECTIONS Project No /Code File Name WDRS3REF_%Sect eyn Harz Date comments Ma WELD COUNTY co[ oanoo Na Revisions Scale N/A vent scale % rvatee Un t [ formats o L i -+_� o ml rPe�., Nei ERC0l Mt t Lerner Iret ols Q awe/ 9m1, Revised Des goer LDL 5V cove DA 8953 SBN 53 on 31D NO 18D000J2 (sAI meat o Oetaler LDl Sheet Subset %SECT N mEers I 5 beet Meek 10 OF 12 Vaie t SneeRVm� er828 4610 4610 4600 4600 4600 0, al WI 4600 4590 0 W gl F. H 4590 4590 ------ \ 4590 4580 f 4580 4580 ---I .__.„---v.: I `-� -__-- _______ 4580 4570 I 4570 -100 4610 -80 -60 -40 -20 STA 251+50 0 20 40 60 80 100 -100 4610 4600 -80 -60 -40 -20 STA 253+50 0 20 40 60 80 100 4600 4600 of WI MI a W 4600 4590 -- o f s wl 4590 4590 I _ �� 4590 4580 _________ 4580 4580 --� 4580 4570 4570 -100 4610 -80 -60 -40 -20 STA 251+00 0 20 40 60 80 100 -100 4610 4600 -80 -60 -40 -20 STA 253+00 0 20 40 60 80 100 4600 46OO 4600 4590 Ipl W al 0 4590 ` 4590 -------- 4590 4580 4580 4580 --- - -^� - 4580 4570 I I 4570 -100 -80 -60 -40 -20 0 20 40 60 80 100 -100 -80 -60 STA 250+50 4600 4600 4600 -40 -20 0 20 40 60 80 100 STA 252+50 4600 3 c 4590 ------- 4590 4590 WI ----- _� 4590 4580 4580 4580 4580 -100 -80 -60 -40 -20 0 20 40 60 80 100 -100 -80 -60 -40 -20 0 20 40 60 80 100 STA 250+O0 STA 252+00 wnc Date ]/9/]018 Q 0 Q Sheet Revisions WELD C_OUN1Y coconnoo T —y ti w1 r15mt'lr M wv, `m'(s]ol 74000 ATKINS OM SoOW `I nit,io3%]3iCO ]i]]5 s )03/221 ]2]s As Constructed WELD COUNTY ROAD 388 CROSS SECTIONS Project No /Code File Nome WCR53REF_%Sect don pate Comments tr. Na flerr,ian, ERGO JO Ofi7-20 aB0 Herz Scale N/A Vert Scale As Noted Revised Designer LOU S(roctareI EM 8853-5BA Un1 Irdormot on Unt Leader 1mt els BID NO 1BO00072 Detgt<r LDL N nihr100 s VP d pa Ie28 SheeQ4Jum�'oer Sheet S loser %SECT S hoer Sneers II OF 12 4600 4600 4590 W .i wl 4590 4580 `-' _-__-1 4580 4570 4570 -100 4600 -80 -60 -40 -20 STA 255+OO 0 20 40 60 80 100 4600 4590 4590 4580 r 4570 1 4580 4570 -100 -80 -60 -40 -20 0 20 40 60 80 STA 254+5O 4600 100 4600 4590 C 4590 4580 - .� _ __-_ 4580 4570 4570 -100 -80 -60 -40 -20 0 20 40 60 STA 254+00 Print Dote 3/9/2018 80 100 F. Dome wC653REF_%Sect den O2 Sheet Revisions WELD COUNTY coo onnoo -3:8l75:1 IllN satmaea es.s ;6 JHc:4=HB,� o«r, a eos2, !'s^r r'"Ir P,� roam ssss000 . i" ATKINS seal oAe N. o Pnmr riverias%2221sn=s aMAIM nr6 As Constructed WELD COUNTY ROAD 388 CROSS SECTIONS Project No /Code Dote Comments Inn No = some Vert Scale As Noted No Revs one ERC030 067 20460 ion un c Information w t Leader m hots O 310 NO 18000072 Rensee Des goer LDL Structure EM 6853-50A Q' 0et94er LCL Sheet S Inset %SECT Numbers I Subset Omets Q Ho Slrglilf'u0m0eor828 12 OF 12 a0 VERTICAL ROADWAY CURVE 30 v EDGE OF SHOULDER MEDIAN OR FLATTER CROSS / R OVER, - 'hw W MEDIAN WIDTH EDGE OF TRAVELED WAY MEDIAN WIDTH LESS THAN 50 FT EDGE OF TRAWLED WA \ MEDIAN I 20R OUR - EDGE OF SHOULDER 101 CROSS OVER 1 A V 20 12 NIN � • IQ 1 OR FLATTER EDGE OF TRAVELED WAY 50 R MEDIAN WIDTH GREATER THAN 50 FT TYPICAL PLANS FOR EMERGENCY MEDIAN CROSS OVER LOCATION OF RADIUS POINTS MAY DE ADJUSTED FOR BEST FIT -"FT MIN 101 OR FLAMER 101 OR FLATTER TYPICAL SECTION FOR MEDIAN CROSS OVER ANY REQUIRED PIPE OR INLET FOR MEDIAN DRAINAGE SHALL HAVE A TRAVERSABLE DESIGN AS SPECIFIED ON THE PLANS SIDE DRAINS SHALL BE LOCAT 0 BEYOND THE CLEAR GONE OR WHEN WITHIN THE CLEAR GONE THEY SHALL BE INSTALLED WITH END SECTIONS CONFORMING TO A 61 SLOPE FIFTY FT RADII S AL BE USED ON INTERSECTING ROADS EXCEPT FOR FIELD AND RESIDENTIAL DRIVES OR UNLESS OTHERWISE SPECIFIED ON PLANS RADII MAY BE VARIED TO SUIT FIELD CONDITIDNS USE 61 OR FLATTER SIDE SLOPE IN THE APPROACH RADII AREA _ THE SIDE SLOPES IN THE MAIN ROADWAY AND THE APPROACH - ROADWAY IF STEEPER THAN 61 SHALL BED SMOOTHLY TRANSITIONED INTO THE RI /REA SHOULDER SHOULDER 25 FT MINIMUM RADII SHALL BE USED ON FIELD AND RESIDENTIAL DRIVES. .WIDTH TO BE SHOWN ON PLANS TYPICAL PLANS FOR SIDE APPROACH ROAD 2 NIN Ifi FT RN , OPE 2T ApPE 4,44„ R 2 / 1/2 CUT SECTION 1/2 FILL SECTION TYPICAL SECTION FOR APPROACH (ACCESS) ROAD NOTE ROAD APPROACHES WHICH REQUIRE HMA (ASPHALT) PAVEMLNT SHALL BE PLACED AT THE FOLLOWING DISTANCES BALK FROM THE ROADWAY ma OF PAVEMENT I RESIDENTIAL OR AGRICULTURAL FIELD ENTRANCES PAVE 4 FEET BACK 2 THREE OR MORE RESIDENCES OR COMMERCIAL PROPERTY PAVE 20 FEET BACK OR TO ROW LINE WHICHEVER IS LESS 3 PUBLIC STREET PAVE 50 FEET BALK OR TO ROW LINE WHICHEVER IS LESS 4 IF EXISTING ACCESS IS PAVED THEN FEATHER NEW ASPHALT OVERLAY A MINIMUM OF 2 FEET BACK OR AS DIRECTED BY THE ENGINEER EXISTING GROUND 70 }20 SHOULDER — — EDGE— 2Y SLOPE EDGE OF TRAVELED WAY 22 SLOPE X20 20 — 40 VERTICAL — CURVE 1/2 CUT SECTION 1/2 FILL SECTION STANDARD CROWNED SECTION ID ROUNDING MB ROADwA i 30 VERTICAL EXISTING GROUND CURVE _1 55 5 5 ��ISSHEULCER FDGE --t--. SLOPE , SUPERELEVATED CUT 10 VERTICAL CURVE CROWN SLOPE EXTENDED SECTION SUPERELEVATED FILL SECTION VERTICAL ALIGNMENT SIDE APPROACH ROADS INTERSECTING MAIN ROADWAY * TANGENT SLOPE NOT STEEPER THAN BB BEYOND THE VERTICAL CURVE THE SLOPE MAY BE STEEPER IF REQUIRED TO MEET EXISTING APPROACH SLOPE HOWEVER APPROACH ROAR SLOPE SHOULD NOT BE STEEPER THAN EXISTING SLOPE Computer File Information Croat on Oats 07/04/12 IM ale 00 Lost Mod I cat on Dale 07/08/13 In tools LTA FLAP. www caloradodat onto/SUN RCSs/desIGnsuPpart I4q,,y9,k1AAs{Hpgoc 203010,01 don CAD Ver YcroSINOon VE Scale Not to Scale Unto. Ens ell Sheet Revisions Cate Comments 07/06/13 Added notes to App cock Road Typ Sec detail COD Colorado Department of Transportation 4201 East Arkansas Avenue COOT Ho t Floor �22 PHone 303 7572 9021 FAX 303 757 9868 Division of Project Support DLM/LTA APPROACH ROADS STANDARD PLAN NO M-203- I Iss ed By Protect De elopment Branch July 1 2012 Sheet Ni99NN5f 428 Computer File Information Creston Dote 07/04/12 Lost Mod T cat on Date 08/10/17 In t Ms LTA F IPoth onew colorodorlot into/bus ness/desgns Apart ahH4XR9r%s$-,vn', 2080101011 don CAD Vet MoroNtatan V8 SHAG NM to Scale Dots. End. r Pf—FE A f! SIGN 5M EXISTING GROUND ANCHOR TRENCH (SEE M 215 I SHEET I) 15T- _ El ca R LMT OF BEAM PF f-- 9 Vln L —RAC TIE) 4 VIN It CAVATED ,VIII _ TANIENI AREA P PFJ '11 TRUIX ACCESS PLAN VIEW TEMPORARY BERM 2J(1W) FENCE (PLASTIC) IB EXCAVATED AREA A f IMPERMEABLE SYNTHETIC LINER AS NEEDED (SEE NOTE 41 A MAXIMUM STORAGE IS 2/3 OF VOLUME AREA SECTION A -A NOTES I A FENCE (PLASTIC) CONFORMING TO SECTION 607 SHILL BE INSTALLED AROUND THE CONCRETE WASHOUT AREA,EXCEPT AT THE PINING 2 THE CONCRETE WASHOUT SIGN SKILL HAVE LETTERS AT LEAST 7 INCHES HIGH IND CONFORM TO STASECTION 67002 3 ILL MATERIALS AND LARSH TO CIIMEtETE THE CONCRETE RAGOUT STRUCTURE SHALL BE INOU0ED IN TIE COST OF WORN MO NOT PAD FOR SEPARATELY 4 THE BOTTOM OF EXCAVATION DWl BE A MINIMUM OF FIVE FEET ABOVE GROUND WATER IF NOT IT SHILL BE LINED WITH Ni IMPERMEABLE SYNTHETIC LINER THAT IS DESIGNED TO CONTROL SEEPAGE AT A MAXIMUM RATE OF 6 TO 10 CENTIMETERS PER SECOND 5. THE PAY ITEM NUMBER FIB CONCRETE WASHOUT STRUCTURE (EACH) IS 208-00045 f.nNCRFTF WASHOUT STRUCTURE EXISTING GROUND EXISTING CR0UA0 B B AGGREGATE (SEE NOTE 11 EXISTING PAHE_NENT 10 PLAN VIEW • 91A1 EXTEND FUEL WIDTH OF MR SS MO EGRESS OPERATION MINN GEOTEXTILE EROSION CONTROL (CLASS 2) ELEVATION SECTION EXISTING PAVEMENT (DEPTH VARIES) GEOTEXTILE EROSION CONTROL (CLASS 2) (SEE NOTE 51 SECTION B -B NOTES 1 AGGREGATE SHALL OUNFORM TO SUBSECTION 208 01 (XI 2 THE CONTRACTOR DOLL PROTECT CURB AND GUTTER THAT CROSSES THE ENTRANCE FROG DNIAGE PROTECTION LE IFE CUB AND GUTTER SHALL BE INCLIaEO IN TIE CAST OF WORK ARE NDI PAS FOR SEPARATELY 3 GEOTEXTILE SHALL CONFORM TO SUBSECTION 71208 4 ILL MATERIALS MD LIBOR TO COMPLETE THE VEHICLE TRACKING PIE SHALL BE INCLUDED IN THE COST OF WORK AND NOT PA10 FOR SEPARATELY 5 THE PAY ITEM NUMBER FOR VEHICLE TRACKING PID (EAO1) IS 208-00570 VEHICLETRA KIN P n In t els JOG CEO COO Sheet Revisions Date Comments 07/16/15 ' - 03/19/16 vm. ms.......4...v. wta.,Ks... Colorado Department of Transportation A® Division of Project Support JBK/LTA 4201 East Arkansas A WWAe COOT HO KM Floor Oen er CO 80222 Phone 303 757 9021 FAX 303 757-9868 TEMPORARY EROSION CONTROL STANDARD PLAN NO Issued By Project Development 8ronc1 on July 4 2012 M-208- I Sheet N87M4DWIVTNS EROSION LOG A EROSION LOG ENU5 SHALL BE TIGHTLY #SUITING FOR JOINING LOGS IN OTHER SITUATIONS SEE THE JOINING EROSION LOG APPLICATIONS A USE TWO W000 STOVES AT ALL EROSION LOG ENDS OR JOINTS (TVI USE A STAVE EVERY 24 AND CONTINUE ALTERNATE ORIENTATION THROUGHOUT THE LENGTH OF THE EROSION LOG EROSION LOG PLAN VIEW TRENCH LOG INTO GRAM 2 'pf4,40i S TO EACH p� RO nrp2 �DM WETLANDS OR FEATURES REQUIRING PROTECTION SECTION A -A TYPICAL STAKE INSTALLATION USE TWO WOOD STOVES USE TWO W000 STAVES AT ALL EROSION LOG Ai ALL EROSION LOG ENDS OR JOINTS r ENDS OR MINIS EROSION LOG USE A W000 STONE EVERY 24 TIGHTLY ASV ENO TO FORM CONTINUOUS SECTION 12 MIN OVERLAP OVERLAP JOINING DETAIL JOINING EROSION InG APPI ICATInN5 USE A moo STAVE EVERY 24 TIGHTLY ABU EROSION LENO TO FORM LOG CONTINUOUS SECTION J —HOOK JOINING DFTAOI PLAN VIEW PLOW EROSION LOGS PAY ITEMS NUMBER DESCRIPTION 208 00012 208 00002 208 0001} 208 00007 208 00008 208 00009 TYPE 1 (9 ) TYPE 1 (12 ) TYPE 1 (20 ) TYPE 2 (8 ) TYPE 2 02 ) TYPE 2 (18 ) 1REN01 LOGS INTO GRADE 2 (TYP ) SECTION B-8 NOTE LOCATE EROSION LOGS AT THE OUTSIZE EDGE OF THE CONCRETE *RCN EROSION LOG FILTER AT DROP INLET EROSION LOG APPLICATIONS FL C FLOW EROSION LOGS SHALL MITHI OT CONS ITTP I PLAN VIEW TRENCH LOGS INTO CRAZE 2 (TV) SECTION C -Q NOT ILL LOGS SINN) EROSION LOG CULVERT INLET PROTECTION NOTE I STAVES SHALL BE INCLUDED IN WE COST OF THE EROSION LOGS EROSION LOG EROSION LOG CULVERT OUTLET PROTECTION FL Computer File Information Crept on Date 07/04/12 Int GIs JBK Lost Mods cot an Dote 08/10/1] I tole LTA FSUPatR oww solmorlorlot nbo/h s ss/de99nsuRRN t ,DSPAW9rj$Vi+FP^ 2080102011 don CAD Nu MnNSTNINn V8 SOO< Not to SONIC Units EnRISH COD Sheet Revisions DMMR Comments Per 0]/29/16 Colorado Department of TransportatIon 4201 EONRansas Avenue + COOT HO Ih Floor Denver CO 80222 j Ph ne }0] JSJ 9021 FAY ]0} JSJ 9868 Co Division of Project Support JBK/LTA TEMPORARY EROSION CONTROL STANDARD PLAN NO M-208- I Issued By Protect Development Branch on July 4 2012 Sheet Nt3.926eiforPP ISOMETRIC VIEW STOLES APPROXIMATELY 90 TO EAR OTHER (TIP 1\,, TREYS., LOG INTO GRACE 2 (TOP) S To 10 SECTION A -A NOTES 1 EROSION LOGS USED AT TOE OF SLOE SHALL BE PLACED 5 10 10 FEET BEYOND TOE OF SLOPE TO PROVIDE STORAGE C1PACITT 2 EROSION LOGS SHALL SE P1Pa0 EN DE CONTOUR WITH ENDS FLARED BP SLOPE 3 SEE 5.11 2 OF Ii FOR -FINING LOGS DETAIL EROSION LOGS PAY ITEMS NURSER DESCRIPTION 208-00012 208-00002 208-00013 208-00007 208-00008 208-00009 TYPE 1 (9 1 TYPE 1 (12 1 TYPE 1 (20 1 TYPE 2 (e 1 TYPE 2 (12 1 TYPE 2 (IB 1 EROSION LOG TOE OF SLOPE PROTECTION Computer File Information ISOMETRIC VIEW TOE OF SLOPE PROTECTION APPLICATIONS NOTES I SILT FENCE SHALL HAVE A MAXIMUM ORAINKI ARA OF OSE-OUPAIER ACRE PER 100 FEET OF SILT FENCE LENGTH-MAXI*0 SLOPE LENGTH SEW SORRIER IS 100 FEET WAXMAN GRADIENT BEHIND IFE BARRIER IS 23 2 SILT FENCE USED AT TOE OF SLOPE SHALL BE PIACEO 5 TO IO FEET BEY(00 TOE EF SLOE TO PROVIDE STERILE CAPACITY 1 SILT FENCE LULL BE PLA E0 OS THE a1NTC R WITH EMUS FLARED UP ACE 4 THE MUCH LENGTH OF E9OS100 LOGS OR SILT FENCES WITFOUT A FLARED FM TURNING UPSLME IS 150 FEET SILT FENCE POST SILT FENCE GEOTE1TILE BURIED 12 IN TRENCH /NO FIRIAT ATTACHED TO POST 5 TO 10 SECTION B -B SILT FENCE TOE OF SLOPE PROTECTION NOTE TFE PAY ITEM NTs059 FOR SILT FENCE OF) IS 208-00020 Creston Dole 07/04/12 In tole JBK Lost NadATlcot on Dote 08/10/17 In t ols LTA Full Path ... calorododat nea/husmess/desipnsuppart BN ssui5JWJ/pgm 2080103011 2 5n CAD Ver 2eeSt04oT Ye 5ade Not to Sods Mts. ETSIA Sheet Revisions Dote Comments 03/29/16 CHM CliOD Colorado Department of Transportation A® Division of Project Support JBK/LTA 201 East Arkansas A enue COOT HO OIL Floor Denver CO 80222 Phone 303-757-9021 FAX 303-757 9860 TEMPORARY EROSION CONTROL STANDARD PLAN NO M-208- I Issued By Protect De Napmenl Branch on July 4 2012 Sheet N&05S 1O1NX AGGREGATE BAG SHALL BE PLACED TIGHTLY AGAINST CURB FACE AC SHALL BE PLACED 5 MIN UPSTREAM FROM THE INLET OPENING (TYP) CURB AGGREGATE BAG CURT INLET 5 MIN -V - GUTTER - THE TOPS OF AGGREGATE BAGS SHALL ALWAYS BE 1 BELOW THE HEIGHT GE THE ADJACENT CURB HOLE FACE OF CURB 5 MIN t-2 MIN EDGE OF ROADWAY AGGREGATE BIG 3 LEDGE OF TRAVELED NAT PLAN VIEW *NOTE USE AGGREGATE BAGS ONLY WHEN HERE IS A MINIM M CLEARANCE OE 3 FEET FROM THE EDGE OF THE TRAVELED WAY TO THE FACE OF CURB LENGTH OF INLET (L) NUMBER OF AGGREGATE BAGS UPSTREAM OF INLET 0 5 6 10 2 L>ID 3 AGGREGATE BAGS AT STORM DRAIN INLET (TYPE I) PLAN VIEW AGGREGATE BAG APPLICATIONS FLOW NOTE THE PAY ITEM NUMBER FOR AGGREGATE BAG (LF) IS 208 00035 AG NEGATE BAGS SHAT. BE TIGHT Y ABUTTED WITH ND GAPS (TY)) SECTION A -A AGGREGATE BAGS AT DROP INLET NOTE LOCATE AGGREGATE BAGS AT THE OUTSIDE EDGE OF THE CONCRETE APRON Computer File Information Creation Dote 07/04/12 OMAN JBK Lost M dlcaten Date 08/10/17 In t all LTA FuIIPath www calaradodol iota/8usmess/designsupport egtryo,psuittiitsMppe 2080104011 dgn CAD Aer MlcTAStARan V6 Scale Not to Seale Urte English Sheet Revisions Date Comments 03/29/16 Added some dme so, o d Nt Colorado Department of Transportation .co ` 4201 East NMonsos Avenue COOT HO Ath Floor Denver CO 80222 j. Phone 303-757-9021 FAX 303-757 9068 Division of Project Support JBK/LTA TEMPORARY EROSION CONTROL STANDARD PLAN NO M-208-1 Issued By Protect De eloprnent Branch on J ly 4 2012 Sheet N&946PSVPie 12 STORK DRAIN INLET PROTECTION PLAN VIEW STORM DRAIN INLET PROTECTION MANHOLE SECTION A -A STORM DRAIN INLET PROTECTION (TYPE II NOTES I INLET PROTECTION DEVICE SHALL EXTEND Ia INCHES PAST EACH CON 6 THE MET 2 THE PAY ITEM MNVERS FOR STORM DRAIN INLET PROTECTION (TYPE I) RS 208-00051 Iv) 208-00053 54 (EMIT) 208-00057 ION (EACH) 000 008-00058 204 (EACH) 5 Fat STORM DRAIN INLET TYPES Imo II IF TEASE IS A MINI. CLEARANCE 6 5 FEET FROM THE EDGE 6 THE TRAVELED WAY TO THE FACE 6 CURB USE THE AGGREGATE BAGS AT SIDRM DRAIN INLET (TYPE I) DETAIL ON SHEET 4 INSTEAD Computer File Information Crept on Date 07/04/12 Intals JON Lost Mod 'cot an Dote 08/10/17 In tutls LTA FuN POLE rm. coi0r0dodoT mi0/business/de!,gnsupa0rt 410541V99r&te ypee 2080105011 don CAD Vv 0805t040n V8 Sole Not le Scale UAL EnglN Dote PLAN VIEW CVO MET INLET PROTECTION DEVICE INLET PROTECTION DEVICE WITH SEDIMENT AND DEBRIS CONTAINMENT AREA SECTION B -B OPTION A STORM DRAIN INLET PROTECTION (TYPE II) NAB FILTER GUTTER LIFTING STRAPS INLET PROTECTION DEVICE COVERS (MET (RATE ISOMETRIC VIEW OPTION B STORM DRAIN INLET PROTECTION (TYPE II) NOTE THE PAY IT M NUMBERS FOR STORM DRAIN [MET PROTECTION (TYPE 1I) ARE 208-00052 DE) AND 208-00054 (EACH) Sheet Revisions Comments Added Note ROAD WAY CRDSS SLOPE 2-0 APRON TRANSITION (MET PROTECTION DEVICE WITH SEDIMENT AND DEBRIS CONTAINMENT AREA VANE INLET CRATE 35 X 51% OR 72 N J1/ PROJECTED BOWLINE OVERFLOW OPENING OPTION A STORM DRAIN INLET PROTECTION (TYPE III) LIFTING STRAPS VANE INLET CRATE 34 X Si'!, OR 72 X 21% ROADWAY CROSS SLOPE 2-0 AARON TRANSITION MET PROTECTION DEVICE WIDOJT STORAGE CAPACITY OPTION B STORM DRAIN INLET PROTECTION (TYPE III) NOTE THE PAY ITEM VUMBEB FOR STan DRAIN MET PROTECTION (TYPE III) 100011 IS 200-00056 STORM DRAIN INLET PROTECTION TYPES 03/29/16 08/,0/17 COD Colorado Department of Transportation 420, Cost' Manson Avenue CDOT HO 4th Floor De vor CO 90222 Plus a 303 757 9021 FAX 303 757 9866 Division of Project Support JBK/LTA TEMPORARY EROSION CONTROL STANDARD PLAN NO Issued By PrHJect 0 elapme t 8101105 0 July 4 2012 M -208-I Sheet NEX93 TPI8 OVERFLOW RELEASE POINT A PLAN VIEW EROSION LOGS ROADWAY ELEVATION SHALL BE HIGHER THAN OVERFLOW TRENCH LOGS INTO GRADE 2 POINT A ANCHOR TRENCH 6 I6 (SEE U -216D FOR DETAILS) SILT BERN 2-0 MIN (TV) SOIL RETENTION BLANET POINT B SPINES (USE A MINIMUM OF 3 SETS OF SPIRES PER SECTION OF SILT BERM) POINT A PLAN VIEW SECURETAMPORSET FORE DEVILS) SPINES ISL10 'OM (TYP) NOTE POINTS A SHILL BE A MINIMUM 4 HIGHER THAN POINT B ANLOR TRENCH 6 I6 (SEE N 216 1 FOR DETAILS) ELEVATION STAVES APPROXIMATELY 90 TO EACH OTHER (rre) TRENCH LOGS INTO GRADE 1 SECTION A -A NOTES I EROSION LOGS SHALL BE EMBEDDED 1 INCHES INTO THE SOIL 1 STARES SHALL BE EMBEDDED TO A MINIMUM DEPTH OF a INCHES. 3 EROSION LOGS SHILL BE TIGHTLY ABUTTED WITH NO GAPS 4 V SHAPE TEMPORARY DITCHES SHALL NOT DE USED DITCHES SHAL NE GRADE IN A PMMOLIC OR TRAPEZOIDAL SHAPE EROSION LOG INSTALLATION 501 RETENTION BLANKET SOIL RETENTION SECURE BLANET WIT.. FLOW / , BLMMET - STAPLES I FOOT 0 C 6 NAILS 50D ALONG LOGE DRI(9IT COMMON SILT BERM (1) SECTION VIEW POINT A NOTES POINT B BERM SECTION NOTES. 1 MINIMUM 4 NAILS PER SEGMENT (UPSTREAM 2 MINIMUM 2 NAILS PER SEGMENT (DOWNSTREAM) SILT BERM (2) SECTION VIEW DOWNSTREAM (UPSTREAM U/ N P/ A IB NOMINAL PINE OR HARDWOOD STAPES BLACK II UV STABLE CABLE TIES BACKFILL LEADING FLOW EDGE FLAP WITH 2 OF TOPSOIL 6 A 6 ANCHOR TRENCH SECURE BLAME, WITH STAPLES 15 O C (TRIANGI.LA4 SPACING) POINT A SHALL BE HIGHER THAN POINT B TO ENSURE THAT WATER FLOWS EVER THE HERO AND NOT AROUND THE ENDS FRONT VIEW I ANCHOR SOIL RETENTION BLANKET INTO TRENCH WITH B INCHES MIN STAPLES PLACER AT I FOOT INTERVALS HANG DOGE 2 FILL AND COMPACT TRENCH 3 SECTIONS OF 1111 SILT HERO SHALL BE OVERLAPPED WITH NO GAPS 4 FFOAISL OPE .;,;(EDETCH,MIEL,ISPICING SEE IRE SECTION VIEW ALONG DITCH FLOWLINE 5 501 RETENTION BLANKET SHALL ALWAYS BE REQUIRED 6 THE PAY ITEM NUMBER MI SILT BERM Of) IS 208-00004 SILT BERM INSTALLATION DRAINAGE DITCH APPLICATIONS ANCHOR TRENCH 6 I6 (SEE M 116 1 FOR DETAILS) ANCHOR TRENCH 6 Y6 (SEE M 216 FOR DETAILS) POINT A �Oy 5-0 PLAN VIEW STAPLES B DEEP FLOW (TTPI SILT DINE SECTION 2-0 MIN (TV) SILT DIKE UNIT STAPES TIP (SEE M 216 1 FOR DETAILS) APRON APRON FLOW TYPICAL SECTION POINT B SILT DIVE SECTION POINT A SHALL BE HIGHER THAN POINT B TO ENSURE THAT WATER FLOWS OVER THE DINE Ma NOT MOUND THE ENDS FRONT VIEW NOTES I STIES PIHALET Al I FOOTH INTERVALSN BLIND EDGE 2 FILL MO COMPACT TRENCH B THE APRON SHALL EXTEND A MINIMUM OF 2 FEET BEYOND EACH SIDE OF THE TRIANGLE 4 FOR SLOPE ARM CHANNEL SPACING SEE THE SECTION VIEW ALONG DITCH FLOWLINE DETAIL ON SHEET II OF II 5 THE PAY ITEM NUMBER FOR SILT HIKE OF) IS 208-00001 SILT DIKE INSTALLATION Computer File Information Crest an Date 07/04/12 Imhals JBH Lost Mad Acauan Pate 013/10/17 I lots LTA Full Path www colorododal Un(o/husmess/des,gnsupporl RgN,&yInl/NWUe 20/30106011 dgn CM UV McroSIALon NB Scale Nat to Scads Unls English Sheet Revisions Date Comments Colorado Department of Transportation 4201 East Arkansas Avenue COOT HO HIS Floor Denver CD 80222 Phone 303 757 5021 FAX 30]-757 9868 Division of Project Support JBK/LTA TEMPORARY EROSION CONTROL STANDARD PLAN NO M-208-1 Issued By Project De elopment Branch on July 4,2012 Sheet NO 966ElforPIB A B YIN COMPACTED SOIL 18 YIN �oJ� \iH �:, 21DR FLATTER %:WaWQpW.//SiJJ40 J//JZjJ/%'iO lriggigU FLOW TOTES L BERMS WALL HAVE A HEIGHT IF I6 INCHES SIDE SLOPES OF 2.10R FLATTER AND A MINIYIM RASE WIDTH OF 4,6 FEET 2 BERMS SHALL BE USED TO INTERCEPT AND DIVERT DRAINAGE TO A DESIGNATED OUTLET 3. BERMS BHA! NOT BE USED WHERE ORAINVA E AREA EXCEEDS ID AWES A BERMS SHALL BE CONSTRUCTED OUT OF MATERIAL COMPACTED WITH AT LEAST A MINIMUM BF ONE WHEEL ROLLED COMPACTION 5 THE PAY ITEM NUMBER FOR TEMPORARY BERM 0.1) IS 20W-G0B00 6 BERMS STILL BE CONSTRUCTED OUT OF ACCEPTABLE MATERIAL THAT CAN BE COMPACTED AND RECEIVE AT A MINIMUM HEAVY EQUIPMENT WHEEL MILLED COPACTION TEMPORARY BERM FOR BERMS TALLER THAN 2 INSTALL TOE OF SLOPE AMP SEE SHEET 3 OF 11 FOR DETAILS NOTES I TEMPORARY DIVERSION DITCHES SHALL BE CONSTRUCTED ACROSS TIE SLOPE TO INTERCEPT RUNOFF AND DIRECT IT TO A STABLE CUTLET OR SEDIMENT TRAM 2 USE THE TEMPORARY DIVERSION DITCH IMAEDIATELY ABOVE A NEW CUT FILL SIRE TW AMMO Elf PERIMETER OF A DISPERSED AREA J RE GRADIENT ALONG THE FLOW PATH SHALL HAVE A POSITIVE GRADE TO ASSURE TONNAGE BUT SHALL ROT BE SO STEEP AS TO RESULT IN EROSION OLE TO HIGH VELOCITY N THE DIVERSION FLOWLINE SHALL ALWAYS DE LOCATED A MIRINM 10 FEET FROM THE OUTSIDE LIMITS OF DISTURBED AREA BOUNDARY 5 THE PAY ITEM NUMBER FOR TEMPORARY DIVERSION (1F) IS 208-00001 TEMPORARY DIVERSION Computer File Information Creation Date 07/04/12 I dials JBK Lost Mad !cat an Dale 06/10/17 I lots LTA Full Potn w.w coloradodot nlo/5us ness/de59nsuppart .A5ReNRR,611YJiPPe 2080107011 don CAD No MaaSlot on AB Scale Nat to Scale Unts Eno. Sheet Revisions PROTECT 9 HI EXISTING VEGETATION -- EXISTING TRUCE IPRE-C6NSTHIICTIDN) GRADING 2 X 2 (NOMINAL) X 30 PINE OR HARDWOOD STARES (SEE NOTE 2) I2 MIN DIAMETER PIPE W RIPRAP CUTLET PROTECTION (SEE N-60112 EON NIN HORIZONTAL LAYOUT INO THICKNESS AND SPECIFICATION 506 RIPRAP FOR REQUIREMENTS) 'RIPRAR SIZE OW 6 IN. OR AS SEWN CI THE RAMS TEMPORARY BERN GEDIEXTILE EROSION CONTROL (CLASS 2) NULL ALWAYS RE REQUIRED NOTES I RIMER SIZE VARIES ACCORDING TO PIPE SIZE 2 TO SECURE THE PIPE DRIVE STAKES INTO GROUND THEN TIE A ID GUILE WIRE BETWEEN THEM ABM AO ACROSS THE PIPES WIDTH J THE OUTLET SHALL DE ALIGNED WITH THE FLOW DIRECTION R THE EXISTING GRADE PERPENDICULAR DISCHARGE TO A CHANNEL SHILL WE BE ACCEPTABLE s THE GRACE AROJAD THE INLET TO THE PIPE SHALL BE COMPACTED 5 THE PAY ITEM AMBER FOR TEMPORARY SLOPE DRAINS (IF) IS 208-00060 LIMITS OF DISTURBED AREA BOA) FOR BERMS TALLER THAI 2 INSTILL TOE Er SLOPE BAP SEE SHEET T OF 11 FOR DETAILS INTERIM STABILIZATION IN ACCORDANCE WITH 202,00E) (RACE DURING ACTIVE CINSTRUCTIOV COMPACTED EERY YH 9 N TEMPORARY SLOPE DRAINS EXISTING GRACIE (PRE-CRNSTRJCTION) 2A MIN SHALE MUST HOYE POSITIVE DRAINAGE TO DESIGNED DURRB WITH ADDITIONAL STORMWATER LIMPS SIDE VIEW TEMPORARY BERM APPLICATIONS TOTES I BERMS CAN CANER BE LAD If CONOITIONS ALLOW INIHTERRUPTED POSITIVE GRADE IMAXIYLXI GRADIENT IN 10 AN CUTLET PROTECTED WITH ADDITIONAL EYES. 2 NAXIMUM DRAINAGE AREA FOR EACH CUTLET FROM THE STALE SHALL BE LIMITED 10 2 ARSES 3 CONTRACTOR SHILL SALVAGE TOPSOIL AND RACE /FIER BEAM IS REMOVED FOR FINAL SEEDING OF ALL DISTURBED AREAS N ILL ACTIVITIES REQUIRED TO ACCOMPLISH TEMPORARY BERM (EXCLUDING SURF. MULCHING) SHILL BE INCLUDED IN THE COST OF WORN PAD WILL NOT BE PAID FOR SEPARATELY 5 BERMS SHALL BE CONSTRUCTED OUT OF ACCEPTABLE MATERIAL THAT CAR BE COMPACTED AND RECEIVE AT A MINIMUM HEAVY EQUIPMENT WHEEL RILLEO COMPACTION 6 THE PAY ITEM NUMBER FOR TEMPORARY BERN (LF) IS 200 00300 (AT EDGE OF DISTURBANCE) Date Comments 03/29/16 Ronson. la some &Emmons and Hales COD Colorado Department of Transportation C Division of Project Support JBK/LTA 201 East MAN Sas A enue COOT HO ♦in Floor De re CO 80222 O =7PHo a 303 757 9021 FAX 303 757 RUB TEMPORARY EROSION CONTROL STANDARD PLAN NO M-208-1 Ise ed By Protect Bev loot -Rent A Goan on J ly A 2012 Sheet NBeuIshtfir A A CEOTEXTILE STAPLED TO POSTS (TOP) GEOTEXTILE ANCHORED IN TRENCH POST (TOP) TRENCH 6 a6 GEOTEXTILE 12 BURIED IN TRENCH AND FIRMLY ATTACHED TO POST fi FLOW EDEN COMPACT BNCNFIIL SILT FENCE SECTION A -A NOTES I GEOTEXTILE SHALL BE ATTACHED TO WOOD POSTS WITH THREE OH MORE STAPLES PER POST STAPLES SHALL BE HEAVY DUTY WIRE AND AT LEAST 1 INCH LONG 2 W000 POST SHALL BE 1% X 1) NOMINAL 3 THE PAY ITEM NURSER FOR SILT FENCE OF) IS 208-00020 4 THE SILT FENCE SHALL BE PLACED ON THE CONTOUR (AT THE SAYE ELEVATION 56 ) THE ENDS SHALL BE FLARED UP SLOPE (MINIMUM ELEVATION GAIN OF IB ) END SECTION DETAIL (PLAN VIEW) NOTE I THE END OF THE SILT FENCE FABRIC SHILL BE WRAPPED APPNOX 6 INCHES PROM A WOODEN POST ONE FULL TURN THEN SECURED ALONG THE POST WITH 6 HEAVY DUTY WIRE STAPLES AT LEAST (INCH LONG POST A GEOTEXTILE FABRIC B GEOTEXTILE FABRIC A POST 8 JOINING SECTION DETAIL (PLAN VIEW) NOTES 1 THE ENDS OF THE SILT FENCE FABRIC SHILL BE BRINED TOGETHER BY WRAPPING APPROX 6 INCHES OF EACH END AROUND A WOODEN POST ONE FULL TURN THEN SECURED ALONG THE POST WITH 6 HEAVY DUTY WIRE STAPLES AT LEAST I INCH LONG 2 POSTS SHALL SE TIGHTLY ABUTTED WITH NO GAPS TO PREVENT POTENTIAL FLOW THROUGH OF SEDIMENT AT JOINT SILT FENCE APPLICATIONS Fl FVATIIIN VIFW 36 B O MAXIMUM ATTACH SILT FENCE FABRIC TO PANEL WITH WIRE TIES OR 11 UV -STABLE NYLON CABLE TIES 12 0 C (Ow) T -POST SAFETY CAP ATTACH WIRE PANEL TO POST WITH WIRE TIES (MINIMUM 3 PER POST) 66 STEEL iUPOST 14 WAGE WELDED WIRE FENCING MAXIMUM MESH SPACING 6 GEOTEXTILE ATTACHED TO WIRE FABRIC WITH WIRE TIES ON 11 UV STABLE NYLON CABLE TIES (TIP) SLOW GEOTEXTILE AN0 FENCE BURIED 12 TOTAL IN TRENCH 6 X 6 TRENCH SIDE VIEW T POST SAFETY CIA 66 STEEL T POST 4 GUIDE WELUE0 WIRE FENCING MAXIMUM MESH SPACING 6 DO NOT INSTILL WIRE TIES FOR THE FIRST 8 ABOVE GRADE GRADE NOTES 1 THE ENDS OF THE SILT FENCE FABRIC SHALL BE JOINED TOGETHER BY WRAPPING APPROA 6 INCHES OF EACH ENO AROUND A STEEL T POST THEN SECURED ALONG THE POST WITH WIRE TIES (MINIMUM 3 PER POST) 2 POSTS SHALL BE TIGHTLY ABUTTED WITH NO GAPS TO PREVENT POTENTIAL FLOW THROUGH OF SEDIMENT AT JOINT 3 SOT FENCES SHALL NUT BE USED FOR CHECK DAMS 4 THE PAY ITEM NUMBER FOR SILT FENCE (REINFORCED) (LE) IS 208 00021 STI T FENCE (RFTNFDRCED) Computer File Information Crept on Date 07/04/12 Lost Mach( cat on Dole 08/10/17 Inlblals LTA Full Path Woe caloratloeol Info/huslness/tlesISnsupport SHWPH9l&A&PAle 208010/8011 AN CAL Ver MCIOSIat on VW Scale Not to Scale Wets. Engl sn Intlals JBK Sheet Revisions Dote Comments 03/29/16 05/26/16 CCD Colorado Department of Transportation 753, 4201 East M4ansas Avenue COOT HO Ath FLOM' Denver CO 80222 Phone 303 757 9021 FAX 303 757 9B6B ,;Coa Division of Project Support JBK/LTA TEMPORARY EROSION CONTROL STANDARD PLAN NO M-208- I Iss ed AW Pralee De elOpfnene Branco on July 4 2012 Sheet N& 1@IB B a, DUI FEOW A Im NATIVE SELL OR "\�\•� COIPICTED RAa61LL -� 2.18 _ FLATTER _ LENGTH LEUTERTRE EROSION CORREL (CLASS 0 Computer He Information rrr SECTION B -B Creston Date 07/04/12 Int Ss JOE Lost Mad l cot an Elate 08/10/17 Imt als LTA FLAY Path mom caloradadot inlo/ous.Hess/des 9nsupport rQ5gdHgW o 2080109010 don CAD Ver OcroStaean V8 Sod< Not to Sod. Unto. EnLYsT 510E SLOPE i 2101 FLATTER II IIIIIIIIIIIIIIIIIIIII TIE LENGTH TO WIDTH RATIO IS 2.1 PLAN VIEW WEIR LENGTH (I) Sheet Revisions 0-2 A 111.1 WEIR LENGTH DO B aJ VARIES SECTION A -A R 114150) SEDIMENT TRAP NOTES 1 THE 4011959 DRAINAGE /REA IS 5 ACRES 2 IKE 4011404 STRUCTURE LIFE IS 2 YEARS 3 THE STORAGE AREA 15 1800 CUBIC FEET PEA RCAF ♦ THE MAXIMA/ EMBMNYENT WEIGHT SHOAL BE 5 FT MEASURED ON THE DOWNSTREAM SIDE 5 THE LENGTH/WIDTH RATIO MAY BE AMISTED TO BEET SITE CONDITIONS WHEN *PAINED BT THE ENGINEER 6 WIDTH (WI OF SEDIMENT TRAP IS APPROXIMATELY EQUAL TO THE WEIR LENGTH (XI 7 SEDIMENT TRAP DESIGN SHALL BE APPROVED BY THE ENGINEER 8 THE DOWN GRADE FROM WEIR SHALL BE ST8&E ANT NSN£RIDIAIRE 9 THE PAY ITEM WEER FOR SEDIMENT IR/P (LFIIS 208-00033 18 (480) A RM I OVERRUN GEOTENTILE OWED CONTROL (CLASS I) LRNNILE AREA (IAREST WEIR LENGTH (PEET) 2 12 WEIR LENGTH TABLE NON -ERODIBLE CONDITIONS TO ICCEMBODATE OVERFLOW DISCHARGES THE LENGTH IS DEPENDENT ON SITE CONDITIONS Dote Comments 03/29/16 War remains t sone &le owns CUD CIED Colorado Department of Transportation 4201 East N0onsos A onus COOT HO 4th Poor Oen er CO 80222 Phone 303 757 9021 FAX 303-757 9868 Division of Project Support JBK/LTA TEMPORARY EROSION CONTROL STANDARD PLAN NO Issued 8y Prolecl On elopment Branch on July 4 2012 M-208- I Sheet Nfp99BfffTP NOTES STEP I EXCAVATE THE TRENCH EROSION BALES TOE OF FILL -a /NEYEOROINiINFBKELjp0E BE FLOC PIPE END SECTION OM STAKE (OP) PLAN VIEW EROSION BALE CULVERT INLET PROTECTION WOOD STAKE ITTP) WEOG LOOSE CERTIFIED WEED FREE STRAW BETWEEN EROSION BOLES A A TWINE OR WIRE WOOO STAN (TV) nD� IRE OR WIRE FILTERED FLOW 12 YIN 4 YIN \\ SECTION A -A EROSION BALE TRENCHING AND STAKING EROSION BALE APPLICATIONS I STORES SHILL BE W000 AND SHILL BE 2 X 2 X .10 NOMINK 2 EROSION BILES SHILL BE IB X IN X 36 B EROSION BILES SHILL BE ENTRENCHED 4 IN MINIMUM INTO THE SOIL THIGHTLT ABUTTED WITH NO GAPS STONED MO BACRFILLEO MOUND THE ENTIRE OUTSIDE PERIMETER 4 EROSION BILES CANNOT BE USED FOR CHECK DAMS 5 THE PAT ITEM NUMBER FOR EROSION BILES (NEED FREE) (EA) IS 208 MOO DROP INLET WITH GRATE I I. B B WOOD STARES PLAN VIEW SECTION B -B EROSION BALE FILTER AT DROP INLET Computer File Information Crept on Dote 07/04/12 Inhals JON Lost Mad l cot on DATA OB/10/I7 Int al LTA FullPnth ANN cOloradodat n(o/busness/designsupport agglIgar&Wa!/HNHe 2080101001] sign CAD Vet MlcroStotlon VB Scale Not to Scale lints Enstsh (I> CUD Sheet Revisions Tate Comments 03/29/16 Nna r< sma to z m dm Colorado Department of Transportation 4201 East Arkansasloon A ease oo a HO 407 Floor De r CO 80222 Phone 303 757 5021 FAX 303 -JS] 5868 CO Division of Project Support JBK/LTA TEMPORARY EROSION CONTROL STANDARD PLAN NO M-208- I Issued By Project De elapment Brooch on July 4 20]2 Sheet Nd'1t{91b4T92t CEOTEXTILE EROSION CONTROL (CLASS 2) TO EXTEND L 3s OF RIPRAR HEIGHT WITH 6 MIN COVER OVER GEOTEITILE (TYP) OR DITCH GEOTEITILE EROSION CONTROL (CLASS 2) TO EXTEND UP 2, OF RIPRA, HEIGHT WITH 6 GIN. COVER OVER GEOTEITILE (TTP) FLOW I DITCH SUREICAVATE BELOW FLOWLINE Computer File Information Creelo Date 07/04/12 InAR JBH Last Nod l cot an Dole 08/10/17 I tats LTA Full Path mew colorododot nla/Gus tress/deslgasAEPort iir,hypenirlemlyr, 20801011011 sign CAR Ver NcroStoaan VS Sc H Not to Scale Units English L = VARIES 22 MAXIMUM SLOPE GEOTENTILE EROSION CONTROL (CLASS 2) RIPR/P GEDIEITILE EROSION CONTROL (CLASS 21 SECTION VIEW ALONG DITCH FLOWLINE ROW 24 CREST HEIGHT SECTION A -A NOTES. I RIPHAP SIZE Dy 6 BR AS SHOWN ON THE PLAYS 2 THE GEOTEITILE EROSION CO TROL SHILL BE CLASS 2 RIO CONFONM TO THE REQUIREMENTS OF SUBSECTION 71208 3 THE ENDS P RIPRAR CHECK 0AV SHOL BE A MINIMUM OF 6 IN HIGHER THAN CENTER OF CHECK DAM A NOR USE AS TEMPORARY CHEOI CAMS ONLY AAD OT FEN PERMANENT INSTOLATIONS Sheet Revisions Date Comments CID 03/29/16 M nor rev s ons to some Notes POINT C ROCK CHECK DAM Colorado Department of Transportation x201 East Arkansas Avenue COOT HO 4t0 Floor Denver CO 80222 QC. Phone 303-757 9021 FAX 303 757 9868 Division of Project Support JBK/LTA * POINT A LARGER ROCKS WITH LARGER VOID SPACES SHOULD BE USED ON TOP POINT C A *POINTA POINT B 6 MIN 2A POINTS A VIOL BE HIV THIN A POINT a AND BELOW POINTS C TYPICAL SECTION VIEW TEMPORARY EROSION CONTROL STANDARD PLAN NO M-208-1 Issued By Protect Development Brunch on 7 ly 4 2012 Sheet Nda*Ftbf 4� TYPICAL STAPLE PATTERN FOR CHANNEL APPLICATION SEE SUBSECTION 21605 SOIL RETENTION BLANKET (CLASS II '/ OF SPECIFIED SEED RATE 05 TO I TOPSOIL OR SOIL MENDED WITH SOIL CONDITIONING TURF REINFORCEMENT MAT (TRIM / OF SPECIFIED SEED RATE 3 TOPSOIL OR SOIL SOIL CONOITIENING ¶111 FII I ED TRM APPI ICATLUN RACE 3 TOPSOIL OR SOIL MENDED WITH SOIL CONDITIONING APPLY SEED AND RASE INTO SOIL INSTALL TAM PLACE 0 5 TO 1 TOPSOIL OR SOIL MENDED WITH SOIL CONDITIONING APPLY SEED AND RASE INTO SOIL INSTAL SOIL RETENTION BLANKET (CLASS D STEP I I2 OC APPLY SEED NO MY REQUIRED SOIL COMMONERS PRIOR TO COVERING COMPACTED SOIL WITH PLMY(ET 'r M'CHOH TRENCH STARE 12 DO 6 6 -1 SINGLE BLANKET COMPACTED SOIL SIAPSE 12 GC STEP 2 ANCHOR TRENCH TO BE USED AT THE BEGINNING AND END Cr THE CHANNEL ACROSS ITS ENTIRE WIDTH MCHDR TRENCH SOIL RETENTION BLANKETS/TURF REINFORCEMENT MATS (TRM) CHANNEL APPLICATION IN ACCORDANCE WITH SECTION L6 CONSECUTIVE Rfll L OVFRI AP TO RE USED WIEREVER ONE ROLL IF BLAKET ENDS AM) ANOTHER BEGINS WITH UPSTREAM BLANKET PLACED ON TOP OF TIE BLMWET ON THE DOWNSTREAM SIDE GENERAL NOTES 1 2 SHAPED FELD TO BE USED ON SLOPE EVERY 35 FEET MAXIMUM 2 STAPLE CHECK LOCATIONS STALLD DE AT LEAST 15 FEET FROM THE BOTTOM OF SLOPE OVERLAP STAPLE I2 DC SIDE SEAM OVERLAP TO BE USED FOR OVERLAP WHEN 2 WIDTHS OF BLANKET ME APPLIED SIDE BY SIDE WITH THE UPHILL BONNET PLACED ON TOP OF THE BLANKET ON THE DOWNHILL SIDE APPLY SEED AND MY REOJIREO SOIL CONDITIONERS PRIOR TO COVERING COMPACTED SDIL WITH ow r6 I WHET COMPACTED SOIL STAPLE 12 OE CHANNEL CHECK SLOT TO BE USED AT 30 INTERVALS IN CHMNEI FLOWLINE STAPLE It DC TERMINATION OF CHANNFI Computer File Information Cr eat an Cote 07/01/12 In Lals DLM Lost Modification Dote 07/I6/L5 Initials LEA Full Path mew oloradadot mlo/bus nesS/des Rnsuoomt 9M),,PTe 2016010102 Eon CAD Ver M ROSIReoN VB Score Not to Scale Unte DEIN CIED aCID Sheet Revisions Dote Comments Colorado Deportment of Transportation 201 East MMa 005 A enue DARN Ha 4U Floor wco4 Denver C0 80222 Phone 303 757-9021 FM 303 757 DBES Division of Project Support DLM/LTA SOIL RETENTION COVERING STANDARD PLAN NO M -216-I I u E By Prole L De CI0Pment Branch on July 16 2015 Sheet Ntp0eplgfTIR6 O 1-6 Ii C7 -• I£ - - /EARTH ANCHOR ITV) ®/ • O • - • - J_STMLE ITYP) - T-6 TYPICAL STAPLE OR EARTH ANCHOR PATTERN FOR SLOPE APPLICATION IF EARTH MOORS ARE NOT SPECIFIED ON THE PLANS DULY STAPLES SHALL BE USED SEE 5uB0EC116N 21604 LOAD BEARING PLATE CHae HEAD (LOgtOCNEO POSITION) EARTH ANCHOR NOTES I EARTH ANCHORS WILL BE USED INSTEAD OF STALES WHEN SPECIFIED IN THE PLANS 2 EARTH ANCHORS SHALL BE PAID FOR SEPERARY AS SPECIFIED IN SECTION GIN SINGLE BLANKET STARE STEP 1 ID AC MPLT SEED MO ANY REWIRED SOIL Ca01T10NERS PRIOR TO COVERING ODIPACTEO S0O WITH &AAIET T ANCHOR TRENCH COWPACIEO SOIL STALE I) OC ANCHOR TRENCH ® STARE IT OC OR EARTH MOOR 6 —{-6 5L2 SINGE BLAMED TO BE USED AT THE IPSOPE AND WWNSLIPE ENOS SE RENNET /GROSS THE ENTIRE WIDTH OF SLOPE HCLESS SO'E RUNS INTO RECEIVING WATER (SEE DOWNILOPE END STAPLE CEM MOER TRENCH SOIL RETENTION BLANKETS/TURF REINFORCEMENT MATS (TRY) SLOPE APPLICATION IN ACCORDANCE WITH SECTION RN 6 OVERLAP STAPLE ID OC OR EARTH ANCHOR CONSECUTIVE ROLL OVERLAPO TO BE USED WHEREVER ONE ROLL OF &AIET ENDS AND ANTHER BEGINS WITH THE UPHILL BLAN%ET PLACED ON TOP OF THE BLAVHET W THE OOWWILL SIDE 6 FOLD 0 STAPLE ID O C DR EARTH MOOR STAPLE CHECK n STALE OR EARTH ACHHEN STARE TERMINATION OF CHANNFI \t TARE (TYP) DOWNSLOPE END STAPLE CHECK TO HE USED WHEN SBE RAIN INTO A RECEIVING WATER NO CANNOT BE E%TEAOED 3 FEET REYOO SLOPE Computer File Information Great an Date 07/00/12 Int als DLI Last Mod Icot on Dole 07/I6/l5 In Hois LTA FAR Pam ... calHrad0dat mlo/Dusmess/AWSISHsupport SgNAS9,&RA Pgie 20/6010202 sign CAD Ver WVRSloUan V6 Scale Not to Scale Ate. Englsn CEID rIEFD COD Sheet Revisions Dale Comments Colorado Department of Transportation 6201 East M%ansas Avenue COOT HO AU( Floor Demo. CO 80222 Phone 103 757 9021 FA% 303 757 9560 Division of Project Support DLM/LTA SOIL RETENTION COVERING STANDARD PLAN NO M-216-1 Ass ed By PNOIecl Oe eiapment Branch an July 16 2015 Sheet 1\119gq16f2,8 HE G BOX d 'BARS TOP SLAB 14 0 I O FOR TOP NAT I dl BARS TOP SLAB 14 0 1-0 FOR TOP MAT • SEE TABLE FOR BOTTOM RAT • SEE TABLE FOR BOTTOM MAT BOTTOM SLAB 14 0 1-0 (CANT) I II BOTTOM SLAB 14 0 1 O (CONTI FOR TOP ONO BOTTOM MATS FOR TOP AND BOTTOM MATS T7 /—;L74.-1— ti PIT R ` OPTION — ..---es L COTsiRUCTION / POINT (TIP) / tl 0fi 2,. fi I 'LIDO (TIP) TTIII "IL206(TIP) ^2 CLEAR 206 /b1O6 TYPO ( I I I iN Of CLEAR WHEN FU - NIOHI IS 52-0 —•-1,,1 H.— eJ IOfi� VI al 2(0i6P1 12 e1 �hxH� P2 .'' —. I 1-0 TW L3 CLEAR WIDTH 2 (TYP) Al BAR TYPICAL 0T1 e l -O -0 II\ dj BARS 14 01-0 (TYPO EACH FACE ff ILL WALLS COPT ) Nh- SECTION B -B 0) 0004 /e2 III 1 :I, 2 BARS A HEADNNL BENT 67,7,7E / ANGLE 2 (CONTI 3 EA SAVE SIZE AS Z BAR 0 EACH ENO OF HEADWALL ry V1+1 O tl SECTION C -C HEADWALL CORNER REINFORCING DETAIL REINFORCING PLAN BAR SIZE III EPDXY X AFT IN) 24 2 10 BKA Y (FT INS 11 41 5 210 33 55 _ B 2-O 3-0 YV 2 (CONTI (6 TOT/LI PIER ILL 14 BY 2-O 0 ) 6 WHEN AN APRON IS REWIRED ON THE OUTLET ENO (PROJECTED OUT 1-0) 3-0" MIN OR AS SPECIFIED ON THE PLANS 4 (CON1) (PLACE AS SHOWN) (2 TOTAL) MIN LAP SPLICE LENGTH (TYP) L LENGTH OF --~- CONCRETE BOY CULVERT FINISHED ELOPE TI TOP SCAR REINFORCING 1 6 14 c 1`6 BC MAX 2 14 (COG ) (3 TOTAL) 3 CLEAR 14 I0 1-O I -I SECTION A -A C366 16(01 BOTTOM SLAB REINFORCING (TYP) STAGE 2 1)1 366 TD SLAB REINFORCING (TIP) I5 BOTTOM SLAB REINFORCING BARS (SEE NOTE BELOW) J BASS (SEE NOTE BELOW) NOT TO SCALE ST/GE I CONSTRUCTION JOINT DETAIL FOR STAGED CONSTRUCTION ANTE THIS DETAIL IS FOR CONSTRUCTION JOINTS INSTALLED PERPEMOICIOM TO THE ( OF THE BOY ONLY THE CONTRACTOR CAN DESIGN ABS INSTILL J BIAS AT HIS EXPENSE TO SUPPORT TEMPORARY LIVE LOADS DURING STAGE I CONSTRJCiIMY J DABS SHALL BE THE SAVE SIZE AS THE TOP MD BOTTOM BEAR REINFORCING WHEN THERE PE NO TEMPORARY LIVE LOADS 1O SUPPORT GENERAL NOTES i ALL CONCRETE SHILL BE CLASS O (BOX CULVERT) x ALL CONSTRUCTIOI JOINTS SHAT BE THOROUGFLY CLEARED MORE FRESH CONCRETE IS PLACED 3 ILL CONSTRUCTION JOINTS NOT SHOWN ON THE PLANS SHALL BE CONSTRUCTED OILY IF APPROVED BY THE ENGINEER. TIE CONTRACTOR STOL MAINTAIN THE STABILITY OF Of STRUCTURE TARING CONSTRUCTION. 5 STRUCTURE EXCAVATION ABS BACNFILL SHALL BE IN ACCORDANCE WITH STNUARD PLAN M x06 I 6 FOR ANY CULVERT SPAN 20 FT OR GREATER A FOUNDATION INVESTIGATION NM REPORT ARE REQUIRED T BACFILL SHILL NM BEGIN UNTIL TO SCAR HAS REACHED DESIGN STRENGTH Pc 8 SPLICE QUANTITIES FOR LONGITUOVNIL AVE IBANSNEASE BARS ARE NOT WOWED 9 REINFORCING STEEL SOUSE GRADE 6O IS THE MINIMUM LW SPLICE LENGTH FOR EPDXY COATED REINFORCING BARS SHALL BE BM SIZE SPLICE LENGTH 14 1�] 15 IT .5 I7 2 1O YB 19 ha 5 II THE MINIMUM LW SPLICE LENGTH FOR BLACK REINFORCING BARS SHILL BE BAR SIZE ALICE LENGTH 1O 15 IT 18 19 3 11O YII 111 4 1O• 11 THE ABOVE SPLICE LENGTHS ARE FM CLASS B SPLICES 11 ILL DIMENSIONS ARE PERPETMICLAR TO TIE CENTERLINE 6 THE BOX Ix WINGWALLS SHALL BE TIED TO CONCRETE BOY CULVERT IN ACCONONNCE WITH STANDARD PLAN MiO1 20 IS ALL TRANSVERSE REINFORCING SHALL BE NORMAL TO TIE CENTERLINE OF THE BOX El THE FILL P0)01T IS TIE DISTANCE MEASURE() FROM THE TOP OF TTC TOP SLAB TO TIC TOP OF PAVEMENT IS ILL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 4, 16 FOR FILL HEIGHTS LESS THAN 2 FT A WATERPROOFING MEMBRANE SHILL BE PROVIDED FOR THE TOP OF THE TOP SLAB AND IB BONN ALONG THE TOPS OF THE EXTERIOR WALLS •17 FOR FILE HIEGHTS LESS THAT 2 FT THE dl BARS FOR THE BOTTOM MAT OF THE TOP SLAB SHALL BE AS FOL0WS. 20 BAR SIZE I 14 SPACING O-6 6,B 10,12,16 15 1-0 14, ID 16 2 17 Nx DESIGN DATA 7TH EDITION 2014 OF THE ACHED LIED BRIDGE DESIGN SPECIFICATIONS RATING DATA AND EDITION, 2011 OF TIE MSBTO MANUIL FOR BRIDGE EVALUATION fy 6OOOO pa LOADING OATS 14 7500 pe LIVE LOAD AASITO LIED Il -93 TRUCK HL 93 TAMEN COLORADO PERMIT TOUCH ABS NAIL DEAD LOAD CASE I VERNON. EARTH LORI o 12O LDS /CU FT HORIZONT/1 EARTH LOAD 30 LDS/WET DEAD LORI CASE 2 VERTICAL EARTH LORI 12O LAS /CU FT HORIZONTAL EARTH ROAR DD LDS /CU FT WEARING SURFACE 12 IN THICK CONCRETE PAVEMENT SCSI LIAR TYPE 7 BARRIER IIRUST IS NOT COVSIOEREEI IN THIS STANDARD IC THRUST O EXTREME HEADWATER TO DEPTH RATIO IS IN ACCORDANCE WITH THE COOT IIRNNJDE MANUAL EXTREME HEADWATER TO DEPTH RATIO WAS INCLUDED IN TIE CULVERT DESIGNS BUT EXCLUDED FROM THE RATINGS AS FEB 11f AASIiD MANUAL OO BRIDGE EVALUATION, LIVE LOAD SURCHARGE ON EXTERIOR WALLS 2 FT OF EARTH HW If IEAOWNL MOUNT GUARDRAIL IS USED (SEE STANDARD PLAN M -6O6 1 SLEET 10100 THE TOTES BEM ALL REINFORCING STEEL SHALL BE ACCORDING TO THIS BOX CULVERT RILL MY SPECIAL DESIGN FOR STIRRUPS WILL NOT BE MEASURED AND PAD FOR SEPARATELY DIRT SHILL BE INCLUDED IN THE WORK HEADWALL DIMENSION AND CONCRETE QUANTITY SHILL BE ACCORDING 70 STANDARD PEAR M 6O6 I SHEET 19 POST /ACTORS SHALL BE PROVIDED ACCORDING TO STANDARD PLAN M -O061 SHEET 19 POST ANCHORS AND CONCRETE FOR HEADWALL MRN1 Of CUARORAL WILL MIT BE MEAMIRED ARO PAD FOR SEP/RATELY BUT SHILL BE NULLED IN THE WORM POST ANCHORS RICO REQUIRED NO ENCASED IN HEADNALL CONCRETE SHILL CONFORM 1O /STN A 36 NL AUSHTO Y 169 STEEL Computer File Information Cre0L on Dale 07/04/12 Initials DD Last Mod foot an O to 11/25/15 In t at JOE FLU Path Woo codot gov/business/EesIgnsupport 9y/ogniel t5'PVie 6O1O2O1O2 den CAR Ver McrAS)ASon Ve Scale Not to Scale Inks ENO Sheet Revisions Date Comments O8/27/13 08/01/15 LRFO Oea gn Analysts Program Updates Colorado Department of Transportation ®®42O1 tool*Manses A enue COOT HO 4th OO22 Denver CO 8O222 Phone 303 757 9021 FAX 3O3-757 9868 Division of Project Support DOG/Bridge DOUBLE CONCRETE BOX CULVERT STANDARD PLAN NO M-601-2 Issued By Project Development Branch July 4 2O12 Sheet Nb9Ngt6Mr DOUBLE CONCRETE BOX CULVERT DIMENSIONS. QUANTITIES & RATING FACTORS (EXCLUDING HEADWALL & TOEWALL QUANTITIES) 808 512f R .. 6M 51. 014679.185 076.1. RAMA OCT. R n1 ADM If MIOK53 0.51 11 el e1 r L 1 S L , 3 COMM REM. I6 -e5 A. anima H6 Cl FT 011/4FT IN 02 la t6It` 14 1 1 4 14 ]}e Frix .06 FrM flII crN t85AF CT 1.00017 IA P009 vM I. '3 S ` G':6 3 lerr I21 =55 '---209Bab ' 3 i�64ul�e 'a 6 5 �l E� 1582S6 "3 sm Qu 136 HEADWALL AND TOEWALL QUANTITIES 54 i4-6 2 1 6 6 s Ill uii �" 12l6 I/O •G ETC 6 } e F}5 , 1:� ;I. 10 d3 Ia 6 6 5 i a 13: 0 e ]3� 3-3 Iii 1: 666 166 641 } Sae HEADWALL A .22 2t g 0 8 i6 6 5 } 6 s 1-s :sib • BENT MOLE B>� 90 TO 75 74 TO 60 59 TO 45 II iA� is IO lac All 4 5 6 '3 lip e 1 1 11: I u Tsai 151, B] 6> f be ,ii i>6 CLE/A SPIN £ STIRRUPS REBM I STIRRUPS REBM £ STIRRUPS 'gm 'gm i1 3 u s a m i6 .b3 °s : s: 6 6 s BL 9 i 6 10 v6 !x] iee ,Lt t1e (51 OUMT OUAVT i0 - t0• as N 0 S s 'xe ii ,J } rase �6 'tea I� 9 its 1 LBSAF 0 I IBS/LF I LBS/LF 6 63 ''y Iu s 5 116 iF } 1 133 4� 6 4 / C 208 ! 4 204 6 4 6 J12 6 UCC a0 6emem l,6 is 5 s s ua 331 11 bi z'y 1i }e 9335 7.L ,� ,61 8 4 / 199 5 4 243 7 4 36 6 }1 CCC, 1;1 1;7'n 10 5 4 250 6 4 306 9 4 576 6 C/C I80 6a1T�6s 145TO o 105 n� Y i 5 yy 6 s s 5 5 ']0 9 5 r 1j 6.26 }i ] ; 2e jbsi se 1r, i6a AO :2 1 �� :a6 12 6 4 300 6 4 296 9 5 6(J 5-6 69 16181420 0 105 IL5 5 5 5 06 ILIOS 2b 3-4 12 22 t M] 14 6 4 297 7 1 357 • e-0 5 224 1335 M 5 4 4 5 3-5 2 4 6 II 3i 1-0 1156 444 2. S 149 165 1M 6 9 �5 TO 10�F�sRt�Ittst>E� 16 18 6 4 7 29 D 350 B 5 5 46 7 549 .., k f 00 1i310p-.�N 4 9 • • • '0 1I 6 i ,n } 20 7 4 34 4 • • • • • 10 e o- 0- 10 123- s s 15 13 'i 6 22 5 1 6 5 5 5 i:6 2s 1-b }C iris ss�� 'A6 ))) y53 CONCRETE QUANTITY 0 086 CY/LF 10.3 Iii 15 10_10 1 n 6 5 I' '38 O.5 }1 2i 2 ill ₹s : ;S I3 '0 5 6 • 6 s 6 1r31 rim0,e 2831 Li; 713 166 Ia ,{� CA iii o I. 3 d' } 5 5 . 3 2 3. 232 I.;: s69 33Jb I Al iii NOTES I 23 0 IS m is 6 1' e4 0-6 C sn 101p 6 e 5 S 55 CCC Sain Iu i' Si a 6 6 6 ' 5 ' 3 299.7 i2 15i i 1 SIT INCH SPACING AT EACH END OF THE SPAN FOR A DISTANCE OF 1/4 OF THE SPAN i Ti 15 u I i 5 6 i 5 5 31 62 1 1.C LENGTH 12 INCH SPICING ELSEWHERE I] IPi e1,M, 2F6 ti 5 10 5 3 :g: 6 5 s 5 i 1i ¢ 5 t7 sn i 515 J'� 2 QUANTITIES ME GIVEN FOR ONE HEADWALL AND ONE TOEWKL ANO N/C BASED ;s 1u'ml s 6 1'53 '6 s 6 s : a 19; }9i ii i:'6 6" ''j 221 766 216 1!6 ON PER LINEAR HEADWALL STEEL QUANTITIES INa.UOE KL REINFORCING 10 02.50 6-6 0 ru a 14 155 is 5 6 e ' : ? s 74 2 5-; ' 2 6 a290 ssf sn Sim 62] '6e ieb 1 el 142 LLFOOTA QUANTITIES SHALL BE PAID FOR AS SHOWN EN THE PLANS �2,yy ii 1'i 6-0 s0'ao 15 I6 I6 is's '6 6 6 i 3 6 II s 5; 3-6 7 j-0 36oI 673 101 306 I9i 1,1 00 3 SKEWED HEADWALLS ARE NOT RECOMMENDED FOR THESE SPANS A S.5 e 306 M10,5 ]I0 50 s04v,I1 155 14 15 Is5 la s 8! s 6 3 5 5 6 6 6e 44 bb 31 3-9 JIa 17 1e 5u6 2L1 tae 1 Jm 116 54 1 SPECIAL DESIGN IS REWIRED 16 Ia 10 1 e 7 6 6 6 pe I 6-A �u 1-0 3X6 ;f2 1��x1y7 1s6 5 16i 1 4 FOR HEADWALL AND TOEWALL DETAILS SEE M-601 2 SHEET I OF 2 1 6 IS -S y to6 Jai sin 10 14 11'5 HSs v m a 3 5 i 6 s I`I 2010 (-196 ; e ial 03 ICC 3112 t![ 164 1s s 5 WHEN TIC FILL HEIGHTS IRE LESS THAN OR EOUAL TO 2 FT ALL s 51-6 bs 165 > '� s }t 4 12% 5 '5917 LC ' 5 'p3 REINFORCING BASS IN THE HEADWALL KL REINFORCING BARS DESIGNATED s.,7 `®I 0 0�'I 1�„•_'� ��M�� BY AN ASTERISK ( • ) A40 THE At BARS IN THE TOP MAT OF THE TIP SLAB i0 I. is012 ! ''1 ' 6 3 O 0@„ ' 211 266 SHALL BE EPDXY COATED ei5 ,-0 0,-e 1:i 5 b 6 6 160 i66 ' ' Ii 2' 4-0 210 348, Seel Ili 4 64 ;;31 1.46 44 6 REINFORCING OUANTITIES INCLUDE BOTH EPDXY -COATED ANS UNCOATED BIAS 6 ai 21115 7Ta7 v 2 a 4 d 5 5 210 e a i l/ n 3� ;66 4 I's$ 04 -s Iva . 1a i s eI s 6 6 i� 1 3-0 1u /20 ;. 7 SIZE A (RISE) R LESS THAN fi FT IS REQUIRED USE THE BOW 16 2 o-7 Hd 5 16 7 16 i0 6 6 3 6 6 6 6 196 4 4 ; 2-9S. Te 5-I a 3i 3aa p2BI 4 4 19 ;1J Se LOFA 0 S12E5 AND LE NLTH AND WALL THICKNESSES FOR THE 6 fT RISE (IF AVAILABLE ON THE TABLE) 9 I f0 10 S 155 5 6 9: 10 4 0000 ) ' 2 268 SOB s4 ilia A a. FOR SIZE AV0 SPACING OF THE BOTTOM MAT BIAS IH THE TM SCAR SEE TABLE ON ii, Its 1 5 6 6_,6 11 94, 'OS 1 M t43 2 M-601 2 SHEET 1 OF 2 ALL OTHER d, BARS ARE I4s AT 1-0 SPACING TFE NUMBER 6 e s 6 1. 1-9 OF BARS REQUIRED IS LISTED ON THIS SHEET AND INCLUDES BOTH 14 BARS AND .75 -0 5 T 6s s2 uys u n e 6 e 5 2 6 196 05 tt 1-0 4375 '163 61% IA 256 1 tie 236 THOSE FROM THE TABLE. 1e a o-7 100-6 <2s TO ISa i 3 6 e 6 3 6 e 219 i-9 6i 3'1 7i �a i SSe 1 9 10 n 9 6 6 ( 0 1i 1 2i 17 :22t 1'343 I]� 52, ;e91 ia5 1e, i,,6 i 9 LIVE LOAD IS NEGLECTED AS PER MS TO COED SECTION 36126 FOR THESE p 1a ) 309 1 5 '15 156 (CC 6 e1 6 s5s 6 a Hi 2n 3-0 51 s t9 06' LA i9! 616 STRUCTURES REFER TO THE COOT RATING MANUAL 111 7 5 1, 7 ; 6 311 J� III I0 } S I:6i 110 050 239 i6 FOR 6 o-!3 450 1 rmp 5 a ib n 6 I 3 .i3 1580 5 I CS p 51 161 'M i0 10 ILL NEW CULVERT DESIGNS A RA INC IS REQUIRED THE RATING SUMMARY SHEET SHOULD BE PRINTED FROM THE COOT STERNAL MOVIE AND SUBMITTED in THE Co a D:3 �3-0 ee 155 i 010 SO 216 49.6 }1 15� 116 SIn , 156 166 BRIDGE RATING UNIT OR INCLUDED AS PART OF A LARGER DESIGN PACKAGE FOR Io i'ii o 2m5 1'565168 n e e e 9 e 6 1 i 3E r4 33_ a1 44 5-1 5201 1.AM 3°' is1 ISO 191 IA Ia im ADDITIONAL INFORMATION SEE THE COOT RATING MANUAL Computer File Information Sheet Revisions Colorado Department of Transportation 101 East A.. A enue •1. C1r DDT H0 1th Floor Denver CO 802]2 •��}. PHane ]0] ]5] 9021 FAX 303 757 9068 DOUBLE CONCRETE BOX CULVERT STANDARD PLAN NO Croat an Date OJ/04/12 Intola JBE Date Cammcnts Lost Modification Date 11/25/15 Is,ols JBE ® DB/77/1LEVI]LEVI0.10nL 00n M-601-2 Full Path •.♦ coda, Rot/business/des9ns vast, ® 00/01/15 Molt," Proar am Upd tea 5.,p1Py,e 601020202 d9n ,gN/ Sheet Nlso 'BFFB Division of Project Support DDG/Badge 1„aed er Project Development Branca Jay 4 2012 At 0. uD . °Sta. YB Scot Nat ta Scale lots. Ens,sh CIRCULAR (CIR) VERTICAL ELLIPTICAL (YE) HORIZONTAL ELLIPTICAL (HE) GENERAL NOTES rr pP OF PAVEMENT +�If` A WALL 03 Bc roc. 03 WALL 03 REINFORCED CONCRETE PIPE —C'IJ te_ PIPE SIZE BO ONSIDE DW THIr14ff55 (OUTSIDE OIN SPAN RISE THICKNESS wi510E RISE SPAv RI5,: iHICMNE55 WTWE RISE 1 FILL HEIGHTS GREATER THAN MAXIMUM ALLOWED IN TIE HEIGHTS of FILL TABLE IN. FT IX FT IN FT ON THIS SHEET IEOVIRE SPECIAL DESIGN OF STRUCTURE H BUILD EMNANIMENT 12 5 2 2'/ 0 40 0 49 2 PIPE DESIOI IS BASED ON SAFETY FACTOR OF 133 ON ULTIMATE STRENGTH 3 SIC HEIGHTS OF FILL OVER TOP OF PIPE ARE BASED ON UNIT WEIGHT OF SOIL Al TO HERE AND EXCAVATE TO DEPTH REWIRED IN 1'/ 059 1 PIPE 23 II 2 1 0 49 55 LEIS PER CUBIC FT 0]Bc Bc IB , Bo IB 21 14 1] 1 3 Y/ O JS OBI JO 34 19 11 ]'/ 7 1/i 0 66 0 ]] CLASS IS DETERMINED FROM 00110 CRACK 0 -LOON 5 BEDDING IS CLASS B DOOMEIER) FROM CONCRETE PIPE DESIGN MANUAL AMERICAN CONCRETE PIPE ASSOCIATION) WITH SETTLEMENT RATIO R = 0018 (YIELDING BED) REDOING MATERIAL FOR RIGID PIPE IN SOIL SHALL BE 3 IN LOOSE THICKNESS ] He �•STRUCTURE �� 090] !B 24 3 0]9 BACKFILL CLASS 2 BEDDING MATERIAL FOR RIGID PIPE IN ROCK SHALL BE 11 IN LOOSE THICKNESS STRUCTURE Pall!. CLASS I - EE NOT 5 33 ]6 71 1 110 19 45 4'/ 135 45 19 4'/I 095 6 CHANGES IN DESIGN FACTORS REWIRE COMPENSATING CHM'GES IN PIPE DESIGN LIMITS DE 11 SEA NOT N�sur�3,:H•`(N rTj .rT: s' 42 18 41/ 5 I]8 145 ]4 38 53 60 5 5-1/2 TSB 178 53 60 34 JB 5 5'/ 110 I1] 7 MINIMUM WALL THICKNESS DIMENSIONS ARE BASED ON MSHTO M ,70 (WALL B)FOR CIRCULAR PIPE AND MVfTO M 207 FOR ELLIPTICAL PIPE STRUCTURE EXCAVATION` IN ROCK 1112115 OF STRUCTURE EXCAVATION 54 5'/ IAD AS 68 6 100 68 43 6 139 0 SPICING FOR MULTIPLE PIPE INSTALLATIONS SHALL CONFORM ID THE DETAILS SHOWN CPI STNOARD PLAN 12 206 1 PIPE OD OR SPAN PLUS ]6 IN SOIL NOTE 0c IS THE OUTSIDE DIMENSION FOR DIAMETER SPUR OR RISE 60 66 6 6-1/2 180 197 48 5] 76 B] 6-1/2 7 1 23 1 43 76 e] 48 53 6'/i 7 153 1 6 9 WHEN A PIPE IS TO BE EXTENDED THE SAME PIPE MATERIAL Aye SIZE AS IN DE ORIGINAL PIPE INSTALLATION SHILL BE USED PIPE INSTALLATION 72 7 V/. 215 58 91 7'/1 165 91 58 71/ I93 NONREINFORCED CONCRETE PIPE (WITH 0 ] PROJECTION RATIO) 78 BI 0 2 32 1 50 63 68 58 106 8 6 % 2B5 3 08 90 106 63 Al 8 8 % I98 1 1 I AT THE OPTION OF THE CONTRACTOR IRAREINFORCED CONCRETE PIPE CONFORMING TO 90 96 8'/ 9 1 68 1 85 72 77 1,] 121 9 9-1/2 .3 1B J 50 113 121 ]] 77 9 9'/ 1 75 2 40 IASRTO M 86 MAY BE USED IN LIEU OF REINFORCED CONCRETE PIPE FOR ALL SIZES ]6 INCHES IN DIAMETER AND SMALLER THE NONREINFORCED CONCRETE PIPE SHALL MEET THE SAME 0 -LOAD TO PRODUCE THE ULTIMATE LOW UNDER THE THREE -EDGE 101 108 9 1/ 10 3 02 ] 70 01 B] 110 1]6 9 / 10 3 69 ] 90 110 1]fi 81 87 9 1 10 1 54 168 BEARING METHOD AS SPECIFIED FOR REINFORCED CONCRETE PIPE IN CONFORMANCE WITH AISNTO M 170 THE CONTRACTOR SHALL PROVIDE WRITTEN CERTIFICATION OF COHFORMACE THE WALL THICKNESS OF THE NONREINFORCEO PIPE MAY BE INCREASED A ALSO EQUIVALENT ROUND DIMENSION FOR ELLIPTICAL PIPE AS REQUIRED TO MEET 0 LOIN REOUIREEMENT 2 ALL REQUIREMENTS FOR REINFORCED CONCRETE PIPE EXCEPT THOSE REFERRING TO DIMENSIONS FOR REINFORCED CONCRETE PIPE REINFORCEMENT SHALL APPLY TO ICNAEINEOROD CONCRETE PIPE (FOR INFORMATION O`MYl L1 L2 I '- 1- ----------'-- OR (i - _ H1 EXISTING GROUND 17� 1---�uun --I- END SECTION CONCRETE PIPE WITH END SECTIONS HEIGHT OF FILL OVER TOP OF PIPE H (FEET) NOTE USE THE H THAT IS GREATER FOR 4AXWUIM ALLOWABLE FILL HEIGHT �� 11 UrN 1t•�� •• �� (♦�� CLASS OF PIPE (0 01 IN CRACK 0 LOIN) ��4)��t•�� ♦ CONCRETE ��(♦� H = HEIGHT OF FILL OVER TOP OF PIPE INCLUDING PAVEMENT THICKNESS ��j��j� � PIPE �� ♦ �� ♦�I ♦♦ Lt = LENGTH OF PIPE TO BE MEASURED WHEN PLACED IN ACCORDANCE WITH SECTION 614 ��O�� W� �� ♦��• �� L2 = LENGTH 0 PIPE TO BE MEASURED WHEN PLACED IN NCCODIRL& WITH SECTION 60] w��t �� TYPE OF PIPE CLASS CIR II CLASS VE II CLASS HE II 1000 0 CLASS CIR III CLASS VE III CLASS HE III 1150 0 CLASS CIR IV CLASS NE IV CLASS HE IV 1000 D CLASS CIR V CLASS VE V 1000 0 CLASS VE VI 4000 D W 4/111♦ ♦��• 4/4/•��♦ .��A•�4/� CIRCULAR (CIR) VERTICAL ELLIPTICAL IVLI 1 TO 18 1 T IN 1 TO 25 1 T 25 z 25 TO 37 z 25 TO J] z 37 TO 45 z!] TO IS t IS TO 61 I EXISTING GROUNDI { STRUCTURE HORIZONTAL ELLIPTICAL (HE) ILO IB I TO 15 z IS i0 ]] % H DR \ BAEKFLL L CONSTRUCTION ALLOWABLE RANGE OF HEIGHTS FOR FILL __ __H t I t MINIMUM COVER FOR RIGID PIPE OVER REINFORCED CONCRETE PIPE I LI OR L2 (ALL SITES) CONCRETE PIPE WITHOUT END SECTIONS NOTE USE THE H THAT IS GREATER FOR MAXIMUM ALLOWABLE FILL HEI011 Computer File Information ® Sheet Revisions Colorado Department of Transportation 4201 East MMansa! Avenue HO 4 FI Denver CO t 8022] Phone 303 757 SOOT FAX 303 757 9868 Division of Project Support DLM/LTA REINFORCED CONCRETE PIPE STANDARD PLAN NO C eat an Dale 07/04/ID In1ale DIM Dote Comments M-603-2 Last Mod 'cat on Dote 10/02/14 In tale LTA 3/25/14 s a",t4,,,'a"° ""COOT �4'. Full Path mew color °dodoI n'a/husHnas/designs PP., 1/II/IR cmwM„ i i.Wl H4. A 9 Sheet l`H V <�T Z7["92B di11VwlR1&1W,A6030101a1tlIgb1 9n CO) ® Ise ed B 018 Y ,< t De elaPment Branch <n July 4 1012 CID Ver McrRStallon V6 Scale Not 10 Solve UM= CANAL NORMAL EDGE O PAVED 91O1DEA (SEE NOTE I) EARTH SHOULDER OR 2 WIN HIM (SEE NOTE 31 @POST ] MIN 2 MIN NORMAL ROADSIDE INSTALLATION WHEN FILL REQUIRES GUARDRAIL ]1 (SEE NOTE B ON SHEET 2) (SEE NOTE 2) RAIL FACE TO BE AT OR IN FRONT -4 OF GARB FACE (SEE YOU !) (SEE NOTE RI OPTION A ALTERNATIVE WOOD CURB (NOTE 6) 17--f ROADSIDE INSTALLATION OBSTRUCTION BREAKPOINT V/RIABLE ROPE WITH EROSION CONTROL CURB 6 MR IF RAIL FACE IS NOT AT OR IN FRONT T OF CURB FACE !I ( URBAN ROADSIDE INSTALLATION WITH CURB AND GUTTER LOCATION SPACING ALL LOCATID5 EXCEPT BRIDGE ROL LOCATIONS fi ! BRIDGE OR STRUCTURE APPROACH SEE SNEERS 12620 NORMAL CENTER -TO -CENTER POST SPACING (SEE NOTE B ON SHEET 2) 2 MIN HMA (SEE NOTE ]) T'POST T OPTION B (SEE NOTE 2) RESTRICTIVE ROADSIDE INSTALLATION WITH 7 FOOT GUARDRAIL POSTS (SEE PORE 5) P POST IDENTIFICATION (SEE NOTE lied 91EET 21 BREAPOINT OBSTRUCTION BREAKPOINT VARIABLE SORE BREAKPOINT POINT CF SLOPE SELECTION (FOSS) 151 MAX SLOPE AT POST VARIABLE SLOPE GENERAL NOTES (CONTINUE ON SHEET 21 I TELEAMCE FOR TT OF GUARDRAIL BEAM IS Al IC 2 RATE IF SLOPE DEPENDS OR GUARDRAIL LOCATION: A FOR GUARDRAIL FACE 2 FT OP LESS FROM THE NORMA EDGE ER PAVED SIGLDER, DINTIME THE RATE OF SLOPE OF THE NORMAL PAVED %OILDER TO THE BREAKPOINT B FOR GUARDRAIL FACE MORE THAN 2 FT FROM THE NORMAL EDGE OF THE PAVED SOMBER TIE SLOPE SHILL BE LOT OR FLATTER 3 WHEN SPECIFIED ON THE FLANS EXTEND A 2 IN HINIWM THICKNESS PAVED SURFACE TO I FT BEHIND THE GUARDRAIL POSTS IR TO THE EROSION CONTROL CURB AS STOWN ON PLANS ASPHALT CUTTING 6 PATCHING OR OTHER APPROVED NETT® SHILL BE USED TO MRIMIZE DAVIGE TO ILL PAYED SURFACES UNDER GUNRDRML INETM LATIDIS. ALL REPAIRS TO THE PAVED AEA WILL NOT BE MEASLREO AD PAID FOR SEPARATELY BUT SHALL BE INCLINED IN THE GIST OF THE WORK A MINIMUM 3 IN THICK FIBER REINFORCED CONCRETE PAVEMENT MAY ALSO BE USED FOR PAVING BENEATH THE GUARDRAIL INSTALL THE POST IN A h IN OVERSIZED FORMED HOLE FOR GUARDRAIL RUNS MD TERMINALS AS DIRECTED PAYMENT FOR THIS PAVED SURFACE WILL BE MATE UNDER A PAVEMENT OR CONCRETE PAY ITEM WITH OUAYTITIES SAWN ON THE ELMS A TIE MINIMUM GUARDRAIL OFFSET FROM PAVED SHOULDER EDGE SHILL SE. 0 FT FOR SINLLGFAS 8 FT IR WIDER 2 FT FM SHOULDERS 6 FT OR LESS THE GUARDRAIL OFFSET FROM PAVED INSIDE SOUL0ER EDGE OF A DIVIDED HIGHWAY SHILL BE 0 FT MINIMUM FOR SHOULDERS 6 FT OR WIDER 2 FT DESIRABLE FOR A FT SOODERS THE MOM 2 FT RIMER& TO SELLER OFFSET IS DESRABLE BUT NOT REQUIRED FOR A FOR AN EXISTING HIDHIIAI WITH A DESIGN SPEED LESS THAN 50 Lel THE MINIMW OFFSET IS N FT FICA THE TRAVELED WAY B FOIL A ONE WAY ONE- ME RAMP AND WHERE ONE OR MORE OF THE FOLLOWING ARE TRUE. (II THE MN -OFFSET GUARDRAIL BEGINS AT LEAST 100 FT BEYOND RAMP NOSE (2) THE NON -OFFSET GUARDRAIL IS NOT LOCATED ON TIE RAW EXIT OR ENTRANCE CURVE CONNECTION TO THE MAJOR HIGHWAY pl THE RAP %GUIDERS ARE 1 FT OR WIDER. USE IF GREATER THAN MINIMAN OFFSET DIMENSIONS IS ENCOURAGED TO MEET THE DESIRABLE GOAL O PLACING THE GUARDRAIL AS FM AS POSSIBLE FROM THE TRAVEL WAT EVEN FOR SHORT DISTANCES WHILE PROVIDING A SMOOTH CHANGE IN GUARDRAIL ALIGNMENT 5 IF 2 FT CANNOT BE PROVIDED BETWEEN THE BACK OF THE GUARDRAIL POST NO DE BREAKPOINT USE 7 FT GUARDRAIL POSTS REFER TO THE RESTRICTIVE ROADSIDE INSTILLATION DETAIL_ 6 WHEN SPECIFIED ON THE PLANS, INSTALL I IN HIGH TYE 6 EISA WITH ITS FACE AT OR BEHIHO THE RAIL FACE AS AN ALTERNATIVE WREN SPECIFIED ON THE PLANS INSTALL A 2 IN s 6 IM TREATED (MOTTO M 13311.033 CURB FASTEN WITH A 1 IN LAG ELT NO WASHER Al EACH WD® POST OR WITH A III IN DIA BOLT WITH WASHER AND NUT AT EACH STEEL POST IF THE 2 IN s 6 IN WOOD CURB IS SPECIFIED IT WILL BE INCLINED IN THE COST OF THE GUARDRAIL IF APPROVED BY THE ENGINEER A 2 IN I A IN TREATED WOOD CURB MAY BE SUBSTITUTED FOR TIE 2 IN .6 IN CURB AA SET TN TOP OF PAVEMENT SURFACE AND ATTACHED AS DESCRIBED MOPE NO SPLICING SHALL BE ALLOWED IN WOO) GRAS IMAGIST BOARDS SHALL BE RUTTED TOGETHER AND BELTED AT A POST LOCATION JOINTS SHILL BE LOCATED AT THE POSTS. LEAVE -GO MEN IS NOT REQUIRED WHEN HOT NIX ASPHALT A PAVEMENT IS LESS TNAN 2 INCHES 7 NI NORMAL FILL SLOPE VARIES NRMAL CATCHPOINT EMBANKMENT WITH GUARDRAIL (NOTE THE CATCHPOINT REMAINS THE SAYE AS THAT FOR NORMAL FILL SITE FOR THE WIDER Z DISTANCES, THE VARIABLE DOPE MAT CATCH. AT TIE MSS) LEAVE -DDT EMBEDMENT AREA (SPUME OR ROUND) cc -PAVEMENT A STEEL OR WOOD POST W am, OR BKNFILL 56 . 1 ! MIENi ' W -BEAN VIAL GUARDRAIL ASPHALT PANELIST 3 WIN CR PAVEMENT SECTION A -A LEAVE -OUT AREA FOR GUARDRAIL POSTS LOCATED IN PAVEMENT NOTE LEAVE -OUT AREAS SHILL BE PROVIDED FOR ALL GUARDRAIL POSTS LOCATED IN PAVEMENT' TO .WNW THE POSTS TO ROTATE IN THEIR EMBEDMENT SUCU THAT VEHICLE EWACT LOADS AVE DISTRIBUTED THROUGH THE POST INTO TIE EMBEDMENT MATERIAL PRIOR 70 THE POSTS SEEMING PREMATURELY Computer File Information Creation Date 08/19/15 Lost Mad I cat on Dale 01/18/113 Huta. LTA Full Path ... caHot goy/business/des gns poor) IOARN'9gIGHIW.-AAR a 6010101020 alga CAR Ver IIWRSIa=an 1/13 Scolr Nat to Scat, Unto E 11,N Instals JBK ODD COD cam cam Sheet Revisions Date Cam cots 12/29/15 1)129/17 01/IX/TB Colorado Department of Transportation ROOT Cast Arkansas A en e COOT HO AM Floor Den er CO X0222 Phone 00]-757 9021 FAY !0] 757 9858 Division of Project Support JBK/LTA MIDWEST GUARDRAIL SYSTEM (MGS) TYPE 3 W -BEAM 31, INCHES STANDARD PLAN NO M-606-1 Issued By Protect Development Branch July 12012 Sheet N6.916,1@293 23% 3' ;t DIA. Z2 BOLT IN 4 HOLE - REFLECTOR TM (SEE NOTE IS) 3'/ Y. HOLE Bd. YA HEX NUT AND WASHER TWO I6S ENV NAILS (TYPICAL) BLOCK % DIAa 22 BUTTON NEAR BELT WOOD POST & BLOCK (NOMINAL DIMENSIONS ARE SHOWN FOR TIE POSTS 6 &DORI SPLICE LIP (PDB01 & PDE01) potato BLOAT W6 s 9 POST Y. RANEE IN BLOCK STEEL POST & NOTCHED BLOCK (NOMINAL DIMENSIONS ME WWI FOR THE POSTS 6 BLOCKS) 3a HEX NUT AND WASHER SEE NOTE la I. MA eau 6 NOM POST (PWE01) SEE NOTE IA 'yF OIL HOLE GENERAL NOTES (CONTINUED FROM SHEET D 7 SEE SHEETS 7 MD 9 FOR CURB TREATMENTS AT GUARDRAIL TERMINALS I6 REFERENCES SUCH AS REPLIER BORER ASO BBPWEOI IN THIS B IF THIS OIMENSTON WILL BE LESS THAN 28 INCHES RESET GUARDRAIL HEIGHT STANDARD PLAN SPECIFY HARDWARE DETAILS FROM OVA GUIDE TO TO 78 INCHES OR MOVE STAROIAORED HICNWAY BARRIER HARDWARE PREPARED BY THE AASHO AGE /RIBA RINI CDORERATIVE COMMITTEE ILL W BEAAM SPLICES AND SPLICES CF TERMINAL CONNECTORS TO W - BEAM 19 NOTCHED RAIL BLOCKS WNW FROM SYNTHETIC NATFAIN. WILL SHALL BE LAPPED IN THE DIRECTION OF TRAFFIC UNLESS OTHERWISE NOTED BE ACCEPTED AS ALTERNATIVES TO WOOD RETCHED BLDIXS FOR USE WITH STEEL POSTS PROVIDED THAT THE BLOCKS HAVE RECEIVED FHWA APPROVAL AND ME CERTIFIED AS IDENTICAL TO THE SPECIMENS USE° FOR TESTING MD APPROVAL 20 WOOD POSTS SHALL BE MADE OF TIMBER WITH AN EXTREME FIBER STRESS IN SENDING OF 1]00 PSI STRESS GRADING AND POST DIMENSIONS SHALL CONFORM WITH THE RISES OF THE NEST COAST INSPECTION BUREAU OR THE SOUTHERN PINE BUREAU OR THE WESTERN WOOD PRODUCTS ASSOCIATION TIMBER FOR PESTS SHALL BE EITHER ROUGH SAWN (UNPLMED) OR 045 (SURFACED FOUR SIDES) WITH NOMINAL DIMENSIONS INDICATED ONLY ONE TYPE OF SURFACE FINISH SHALL BE USED FOR POSTS MO BLOCKS IN ANY ONE CONTINUOUS LENGTH OF GUARDRAIL 21 GLUµ POSTS WAD BLOCKS WILL BE ACCEPTED AS ALTERNATIVES PROVIDED THAT THE SUPPLIED MATERIALS HAVE RECEIVE° PIRA APPROVAL AND ARE CERTIFIED AS IDENTICAL TO THE SPECIMENS USED FOR TESTING AND APPROVAL 22 PRESSURE TREATMENT OR POSTS AND BLOCKS SHALL CONFORM TO AASHTO M 13] EXCEPT THAT BLOCHS NEED NOT BE INCISED PRESERVATION ASSAY RETENTION REPORTS SHALL BE SUBMITTED TO THE ENGINEER TIE CONTRACTOR SHALL CERTIFY THAT THE SPECIES AND GRADE MEET THE REQUIREMENTS OF THE CONTRACT 23 W BEAU AND THRIE-BEAM GUARDRAIL POSTS SHALL BE MANUFACTURED USING ASHTO Al 270 (ASTM A 709) GRACE ]6 STEEL UNLESS CORROSION RESISTANT STEEL IS REOUIRED IN WHICH CASE THE POST SHALL BE MANUFACTURED EROS ASHTO M 270 (AXON A 709) GRADE 50W STEEL THE DIMENSIONS OF THE CROSS SECTION SHALL CONFORM TO A WS X 9 SECTION AS DEFINED IN MSHTD M 160 (AMTM A Al W6 X 85 WIDE FLANGE STEEL POSTS ARE AN ACCEPTABLE ALTERNATIVE TO THE W6 X 9 2A AFTER THE SECTION IS CUT AND ALL HOLES ME GRILLED OR PINCHED THE CONNIVENT SHALL BE ZINC -COATED CONFORMING TO PASHTO M 111 (ASIA, A 1231 UNLESS CORROSION -RESISTANT STEEL IS USED WHEN CORROSION-AESISTMT STEEL IS USED THE PORTION OF THE POST TO BE EMBEDDED IN SOIL SHALL BE ZINC -COATED CONFORMING TO MCITO M III (ASTM A 123) AND THE PORTION ABOVE THE SOIL SHALL NOT BE ZINC -COATED PAINTED OR °RHEPRISE TREATED 25 FIELD 1®IFIGTION TO RAIL ELEMENTS DALLY IS ALLOWED BY SAWING MO DRILLING OF IDLES FLAME CUTTING IS NOT PERMITTED POSTS SHALL NOT BE MODIFIED COMPONENTS WI WHICH THE SPELTER COATING HAS BEEN DAMAGED SHALL BE EITHER REGALVMIZED OR RECOATEO IN CONFORMANCE WITH ACUTE M 36 OR PAINTED WITH ONE FULL BRUSH COAT OF ZINC RICH PAINT CONFORMING TO MILITARY SPECIFICATION GOO P 2I0]5A 9 10 MATERIAL TYPE AND SHAPE OF POSTS AND BLOCKS SHALL BE TIE SAVE THROUGHOUT THE PROJECT EXCEPT WHEN SPECIFIC POSTS NO BLOCKS ARE SPECIFIED a AT END ANCHORAGES AM BOX CULVERTS 11 WHEN SPECIFIED IN THE CONTRACT 7 FT POSTS SHILL BE INSTALLED INSTEAD OF TIE STANDARD 6 FT POSTS THE 7 FT POSTS SHALL BE MARKED WITH THE NUMBER 7 TO ENSURE PERMANENT INOENTIFICATIOT STEEL POSTS SHALL BE STAMPED PRIOR TO GALVANIZING THE HUMBER 7 SHALL BE A MINIMUM 2 IN TAIL AND LOCATED AS SHOWN ON THE ELEVATION VIEW ON SHEET I 12 THE STANDARD 3 IN X IN X 1E IN RECTANGULAR WASHER USED UNDER PEST eau HEMS IN THE PAST MAY REMAIN IN EXISTING INSTALLATIONS BUT SHALL NOT BE USED IN NEW CONSTRUCTION REPAIRS OR RESETTING IT RAIL EXCEPT WHEN SPECIFICALLY IDENTIFIED ON TIE STANDARD RAN 13 STANDARD GALVANIZED R0IPO STEEL WASHERS SHALL BE USED UNDER ALL NETS IN CONTACT WITH WAO POSTS AN PORTION& HIE SHLL BE PROVIDED IN THE POSTS TO FACILITATE FUTURE RAISING OF THE RAIL ELEMENTS AND BLOCKS FOR OVERLAYS RETROREFLECTOR TABS SHALL BE INSTALLED AT 25 FT INTERVALS (SEE SHEETS 6 AND 8 FOR EXCEPTIONS) RETRORERECTOR TADS WILL NOT BE PAID FUR SEPARATELY BUT SHALL BE INCLLOEO IN THE WORK THE TABS SHALL BE MOUNTED SD THE BOLT SLOT FACES AWAY FROM TRAFFIC RIO THE RETROREFLECTOR SURFACE FACES THE APPROACHING TRAFFIC FOR ONE WAY ROMS FOR TWO WAY ROADS BOTH SIDES OF THE TARS SHALL BE RETROREFLECTIVE SO THAT DELINEATION IS PROVIDED FOR BOTH DIRECTIONS OF TRAVEL THE RETROREFLECTIVE SHEETING COLOR SHALL MATCH THE COLOR OF THE ADJACENT TRAVEL WAY EDGE LINE SEE THE RETROREFLECTOR TM DETAIL ON SHEET 3 IN AT THE TIME OF INSTALLATION 6000 PESTS OR BLOCKS WITH SEASONING CHEATS GREATER IRAN '/ IN SHALL NOT BE USED WHEN THE 04E04 EXTENDS TIE FULL LENGTH OF THE PIECE 17 WOOD REEKS 91X1 BE CUT FROM THE SAYE CROSS SECTION SPECIES AND GRADE AND SHALL RECEIVE THE SAVE PRESERVATIVE TREATMENT AS THE POSTS OPEN 5505 POSTS ARE USED la IS 3/ 384 34 Y HEX NUT AND RASHER 0111045 34 DIA 33 BOLT IN Ii HOLE 6 WOOD POST 1 36 3/ n yl 29/ ¶4 HEN NUT ANC WASHER TIMBER STEEL DOUBLE BLOCK AND GUARDRAIL TYPE 3 (DOUBLE) FOR MEDIAN BARRIER 6 POST W6 9 4 NOTATED &OCHS 54 DIA 31 BOLT N / HOLE Computer File Information Cr otv Dote 08/19/15 Lost Mad H cat on Cote 01/IB/18 In,Uols LTA FUIIPotR Lee cod. gay/Muslneaa/deslgnsu000rt In t via SEW Aqg, f,RA,yTlpgle 1060102020On GAD Ver McroStaJon VB 550e Not IA Scale Umts Ens.A Cal GOD CAM Sheet Revisions Dote Comments 12/29/15 Colorado Department of Transportation '1,81-',1;':=00:, 201 East NKanays A eriu< DOT H° atW 0220 i� Deny r CO 80222 Phone 303 757 9021 FAX 303 757 GESS Division of Project Support JBK/LTA MIDWEST GUARDRAIL SYSTEM (MGS) TYPE 3 W -BEAM 31 INCHES STANDARD PLAN NO M-606-1 Iss es, By Pro, ct De elapment Branch J ly A 2012 Sheet NifPg2V'2@' 12'/ i 1 '.— 27% --1 �T L B, X /e2 PO ST OST BOLT SLOT 3% FOUR SST I% SLOTS y MUST MATCH 4 OUTER I` RAIL SP ICE SLOTS ��. X12 GAGE 'XI L-- (101 ) VAGII I SHEET THICKNESS PXM 1-��'' (RWEOIR) TERMINAL SECTION (FLARED) !0 L 7l5 /1111 - 1. - 2'% POST BOLT SLOT ! EIGHT TYN X ! SLOTS MUST 17/ MATCH RAIL SAKE SLOT LOCATIONS LFIVE I DIP, 2 ICES TERMINAL SECTION (CONNECTOR) RTILLIZO ORNERS S% A SLOTTED HOLE /POST NEUTRAL AXIS LOCATES CTRS OF SP IC A SLOTS f WANTING POSITION RETROREFLECTOR TAB NOTE RETROREFLECTOR TARS SHALL EIE MANUFACTURED FROM 12 TO IS DOTE STEEL AND SHALL CONFORM TO THE REOUIREIIENTS OF S STANDARD 5-612 I % 12' I� F GAGE If 142111022) W -BEAM RAIL SECTION ID POST RIO BLOM%� POST BOLT 'TRU CRT OF TIMBER POST AND NOON TRAFFIC DIRECTION FOR THE SPIIQ LAP SIDWN GUARSNAL SPLICE BOLTS (TOTIC/LI POST BOLT TINS CRT OF TIMBER POST AND GLOM POST AYO 1_1 NOOK FI ng n 777 I 12 1) l !1 I I I I 5] I !0 10 I— �CK£ —3% of, TX 6X1 FIVE I DIA FIXES +I1 If I.EXTRAE HOLES PAUIITTED 1/ a/ 20 A 2% POST BOLT SLOT (OPTIONAL) BOLT TWELVE '7% 3 SLOTS SHALL MATCH RAIL SPLICE SLOT LOCATORS THRIE BEAM TERMINAL SECTION (CONNECTOR) It' WA —'/, I ExfF 1X1 s/s DIA L� XI BUTTON HEAD BOLT WITH OVAL SHOULDER 1 lc 4[Vf -4- 34, WASHER CRASHED SHDILOER W -BEAM RAIL SPLICE 1 T11/5 SPLICE BELT SOOT (TOT), THRIE BEAM DETAIL I DIA /o SEEP RECESS ROTH SIDES HEX NUT PLAT MATERIAL SPEC CX VAVIZING SPEC ORROSION CRES STANT SPEC U HEAV RAIL & USITO M IRO MOTTO M 180 PASHTO U ISO TERMINAL SECTIONS CLASS A OR R TYPE I OR 2 TYPE 4 BASE PLATE ASTM A 56 AASH10 M III N A NUTS BOLTS M STUDS FOR /5111 A ]02 GENERAL USE W 2!2 HIGH STRENGTH PASHTO BOLTS 6 NUTS ASTI, A ]25 CLASS C HIGH STRENGTH 01 STIES & NUTS ASiu A 119 WADERS ROUND TNL1 ASTM F 4!6 ASIR B 95 50 I RECTAVOAAR WASHERS PASHTO M180 CLASS TYPE T OTHER FITTINGS ASTM A !6 PASHTO M 111 i TIE TABULATION OF GUARDRAIL WILL SPECIFY THE TYPE Er CORROSION PROTECTION GNU/FRIED ON CORROSION RESISTANT STEEL STEEL POSTS SHALL HAVE TIE SAVE CORROSION PROTECTION AS SPECIFIED FOR THE METAL BEAR RAIL POOLING DRILLING CUTTING OR WELDING OF POSTS WILL NOT BE PERMITTED AFTER GALVANIZING i; 2'/e POST BOLT SLOT (Tr I (FNRO]) RECTANGULAR WASHER (TO BE USED ONLY WHERE SPECIFIED) DIAN.IER 6 Tr 0NaffS) 12 N0CK6 L LENGTH (INCHES) THREAD LENGTH (DICIEST INTENDED USE PASHTO ADC ARTBA STACCATO AMBER ND.BO.Ts NUTS 6 WASHERS 'S I'/ FULL (1M ALL RAIL BRACES FR601 R PER SPLICE BUTTONHEAD OVAL SMDR 22 MIS 2/ SINGLE NOG% & POST (TIMBER) FBBU4 I PER POST !! II MIN 2 MIN 2 DOUBLE MOCK L POST (TIMBER) FASTEN N0TOED MOCK TO STEEL POST TREWS FBB0S I PER POST I PEA BLOC% WASTERS NOT USED AT RAIL sPucts Computer File Information Crept on Dote 06/19/15 In t Al, LOX Last ModtcabSn Dote 01/18/18 Intals LTA Fut Path vv. codot gav/OuWnesS/deslgnsl0oort Soyg94,.1pd/Pgle 606010]020 don CAD Ver MCYRStoBOn V6 Score Not To Sods URNS EDFsh GED GED GED Sheet Revisions Date Comments 12/29/15 Colorado Department of Transportation C 4201 East &Manses A enue COOT HO 4th Floor O Denver CO 80222 Phone !0!-]5]-9021 FAX 303-757-9B68 Division of Project Support JBK/LTA MIDWEST GUARDRAIL SYSTEM (MGS) TYPE 3 W -BEAM 31 INCHES STANDARD PLAN NO M -606-I Issued By Pralect De elapme T B a CH July a 2012 Sheet N&3NERPSPAP NOTES I THE MCI TRANSITION FROM A TYPE 3 GMORUL SHALL BE COMPLETED OUTSIDE THE MCI END ANCHORAGE LIMITS GUARDRAIL TYPE 3 I MIS L GUARDRAIL TYPE 3 I YGS YGS TRANSITION 63 28 63 MOIiYD LINE 7 25 0 PLAN VIEW RCS I 6- (TYPE I IZ (TYPE uG5 Loa 63 ELEVATION VIEW 3 IN TRANSITION FROM 28 INCH GUARDRAIL TO 31 INCH MGS 3 d/ (TYPE 2 (i YP) ALTERNATE PLAN VIEW — ALIGNMENT TAPER 31 Computer File Information C eot on Dote 08/19/15 In t cis JON Lost Modd cot on Dote 01/18/18 Initials LTA Poe Pole ewe Cadet awe/Nosiness/des gnsuppart Ajle‘qpie,50,,Alfgle 6060104020 dqn CAD Vv u OC5la101 V8 Scale Mot As Score Units. English CEM CECD Sheet Revisions Dote Comments 11/29/17 Added this sheet Colorado Department of Transportation A® Division of Project Support JBK/LTA 4301 Cost Pek011509 Avenue 012 Flr COOT HO 4111 Denver CO 80222202 Pha e 303 757 9021 FAX 303 757 9868 MIDWEST GUARDRAIL SYSTEM (MGS) TYPE 3 W -BEAM 31 INCHES STANDARD PLAN NO M-606- I Issued By Project Oe elopment Branch J ly 4 2012 Sheet N6R94Bb't°241, BN3t5LOPE Y41 COVER M^I _ BLEOCYCH4R MIL avR�0NNa. I I1 -3S.. ♦5££ SHEET V FOOL RAIL SPACE OTAIL iJ 'd it U it iJ SEE TYPE 3B (RUB RAIL) PLAN VIEW FOR ALIGNMENT THE 100 FT FLARE LENGTH GAY BE SHORTENED IF THE SLOPE IS LESS THAR B FT WIDE END ANCHORAGE TYPE 3B (WITHOUT ROADSIDE DITCH AT GUARDRAIL) A �EIAtT +/a l7 00.10.E5 7 'CSTAMARD J6 1 6 1 6 16 [spficE ES B (N BE A T SECTION A —A 1/L TYPE 3B ANCHOR BLOCK DETAIL GNLL WI 6t� IMLLw Ih ID 221 6 h PLATE AT BA]( OF RAIL OLIN �.h FIVE 36 DIA a 2/ BOLTS WITH NUTS 6 WASHERS 3h /715 Ih Yi PLATE AT FRONT OF RAIL �tf TYPE 3D HARDWARE DETAILS NOTE ALL PARTS SHALL BE GALVANIZED 3 SECTION B -B S TEAM RUB RAIL 11OUNT A N BEN RUB RAIL I-1/2 IN BELOW' THE TOP RAIL WHEN TIE TOP RAIL HEITNT EXCEEDS 33 IN ABOVE THE GROONO ENO OF GUARDRAIL PAY LENGTH —36 — FRONT 31 TOP RAIL HEIGHT PARALLELS SHOULDER EDGE SLOPE aTGPe T iE C OUCERAk m.B 841 ', 1 J J 5 J J D 0 OAHU L G L ROLL I B TOP OF GUARDRAIL MAT SLOPE IS STEEPER THIN SHOULDER EDGE SLOPE 100 FT FLARE I 50 FT (MAY BE ADJUSTED TO FIT DIA BOLTS ELEVATION VIEW —100 FT ON IS/NIFLIRE FROM NORWL GUARDRAIL LINE ENO RUB RAIL BEHIND POST USE 2 POST BOLTS IN RAIL HOMES 50 FT RUB RAIL SLOPE 1010R FLATTER FIELD CONDITIONS) �l 5 FT RUB RAIL ThI FLARE LINE TRANSITION SLOPE e BAIXSIOPE ARO4LR BLOCK 515 ono 6TYPPIICIL SLOPE STANDARD SHOULDER EDGE GUAPIIRAIL (NORMAL GUARDRAIL LINE) TYPE 3 PLAN VIEW END ANCHORAGE TYPE 3B (RUB RAIL1 (WITH ROADSIDE 0001 AT GUARDRAIL) 11/2 IS sD 1 —30 END --15 — / DIA ROO TYPE 3D ANCHOR BLOCK DETAIL THIS DIVERSION LORRIES TIC FIRST FETE IN THE III -SEAM AND THE TYPE 30 HARDWARE I FT 2 IN CENTER TO CENTER FROM POST ACT HOE END ANCHORAGE TYPE 3D DEPARTURE TERMINAL Computer File Information Cleat on Date 08/19/15 In JBN Lost Mod fcat an Date 01/IB/18 Int ols LTA FUN Path . codat gov/Susness/dWsLAnsuaport rS59BY99, ffN,WyNne 6060105020 don CID Ver McrNStaean VII Scale Nat to Scale UCLA Engrsh Sheet Revisions Date Comments 12/20/15 Bo sad guts d ai he qht to 31 Gal Colorado Department of Transportation SACIT East Mks/Ion Avenue COOT HO AIR Floor Denver CO 40220 Phone 303 757-0021 FAR 303 757 Sa64 Division of Project Support MK/LTA MIDWEST GUARDRAIL SYSTEM (MGS) TYPE 3 W -BEAM 31 INCHES STANDARD PLAN NO M-606- I Issued By Project Development Branch July A 2012 Sheet NEP95 far I POST OFFSET DIMENSIONS ARE GIVEN TO THE CENTER OF THE TRAFFIC FACE OF POSTS 1 THE GUARDRAIL BETWEEN POST OI THRU Q IS ON A STRAIGHT LINE FLARE rw-6] ( 3I FIRST LINE POST OF APPROVED 31 HIGH GUARDRAIL SYSTEM (POST O NOT INCLUDED WITH SRI) 67A SLOT GUARD BRACKET (TYPI LENGTH OF NEED 171 SEE OFFSET NOTE 2 0 6 ] ^ 6 3 GUARDRAIL TYPE 3 SRT ]1 I PAY ENGTH I ]I POSTS YIELDING HOLES AT GROUND LEVEL GUARDRAIL TYPE PAY LEN 3 PAY LENGTH _DEFLECTOR ANGLE (HIGH END) OF SLOT GUARD BRACKET SHALL BE POSITIONED IMMEDIATELY DOWNSTREAM OF SLOTS 34 4% ,BOLT THAU RAIL Sr II FLANGE PROTECTOR 11 AT POST® 6 3 6 3 6 / I GUARDRAIL PANELS ARE NIT ATTACHED POSTS ® THRU © TO POSTS ® TYRO O FLANGE PROTECTOR ATTACHED TO POSTS a © AND© SLOTTED RAIL TERMINAL (SRT-31) (NCHRP 350 CERTIFIED) O NOTES I THE ENO ANCHORAGES IFLARE01 SHALL EITHER BE THE SLOTTED RAIL TERMINAL SAT 31 AS MANUFACTURED BY TRINITY HIGHWAY PRODUCTS LLC (TELEPHONE 1000 772 79]61 OR THE FLEAT 350 AS MANUFACTURED BY ROAD SYSTEMS INC (TELEPHONE 1432 263 2435) ONE END ANCHORAGE (FLARED) SHALL INCLUDE ILL POST RAIL AND ALL HARDWARE ITEMS REQUIRED FOR A COMPLETE UNIT TEE END ANCHORAGE (FLARES) SHALL BE INSTILLED CONFORMING TO THE MANUFACTURERS RECOMMENDATIONS THE CONTRACTOR SHILL PROVIDE A COPY OF THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND PARTS LIST TO THE ENGINEER PRIOR TO INSTALLATION OF THE DEVICE 2 IN HEAVY SNOW LOCATIONS TRIM POSTS OI ALAN ® (IF THEY ARE W000ENI FLUSH WITH RAIL TOP AND TREAT END WITH SEALANT IN CONFORMANCE WITH AASHTO M 133 3 POSTS SHILL BE TRILLED FOR BREAKAWAY ACCORDING TO THE MANUFACTURERS INSTRUCTIONS 4 SEE SHEETS 13 ARO 5 FOR STANDARD GUARDRAIL TYPE 3 AND INSTALLATION DETAILS 5 RETROREFLECTOR TABS SHALL NOT BE USED GM ENG ANCHORAGE POSTS 6 DELINEATION SHALL BE APPLIED TO THE END PIECE AND SHALL NOT BE PAD FOR SEPARATELY BUT SHALL BE INCLUDED IN THE WORK AFTER FINAL ASSEMBLY RECHECK CABLE TO MARE SU RE IT IS TAUT AND HAS NOT RELATED FLEAT 350 FLARED TERMINAL PAY LIMIT 10 MIN a DI a 63 3 63 a 3 a 3J a STRAIGHT FLARE LENGTH DP NEED 6 a 30 TO 63 w Li III rill rirn LP PI O] O LP HOST A --0 © DRILIiYPP,STS O SEE OETNL FROM MANUFACTURER w w ®FLEAT 350® (NCHRP 350 CERTIFIED) ♦� Ift-DELINEATION ACCORDING TO STANDARD PLAN Silt t BO OF GUARDRNL PAY LENGTH EWE DE WIDEN EMBANKMENT 151 TAPER 201 SLOPE MAY (RELATIVE TO GRADE) 101 SLOPE MAY TANGENT LINE 11, • L GROUND LINE (; END ANCHORAGES (FLARED) w Y C O Computer File Information Croat an Date 00/19/15 1 1I LBO Lost Modification Date 01/18/18 In Ids LTA Full Potty www gov/6 s ss/des gnsupPH t ri�59AAHN, j�W�pg1e 6960106020 dgn CAD ver 205515ton VB Sane Not to sc01e Unts Enalsn Sheet Revisions 12/29/15 11/29/17 Comments ALAN esA SRTM TEEntl oNSYsoNs 31Ng Colorado Department of Transportation 0, £0 TDI East;TP,':s Avenue COOT Ha 4lH Floor Den er CO 07292 Phone 303 757 9011 FAN 303 J57 -9B66 Division Division of Project Support JBK/LTA MIDWEST GUARDRAIL SYSTEM (MGS) TYPE 3 W -BEAM 31 INCHES STANDARD PLAN NO M-606- 1 I sued By Pro, ct De elopment Br n N J ly 4 2012 Sheet N8°M6 GUARDRAIL TYPE 3 PAY LENGTH /\ SEE NOTE V a S EEi 1 1I 1 A ENO ANCHORAGE (FLARED) PAY LIMIT 37 6 FLARE TRAVERSABLE EMBAMeUENT SLOPE 41(SEE NOTE BI REOUIREO EXTRA PAVEMENT/� BREAKPOINT MD/LR EARTHWORK sT , IF THE PLANS AFOUIRE A WIDENED AREA BEHIND THE GUARDRAIL RHPA PAVE I FT BEHIND THE BADE OF POSTS 1 LENGTH OF NEED 110 D5E OF PAVEMENT I SLOPE BREAKPOINT NOTE B) \ 2EA 101 LOPE SMM PAIN 2 SEETHED (SEE SHEET I NOTE 4) NORMAL NDGDER EDGE LOCATION END OF GUARDRAIL PAY LENGTH GUAR®RAIL TYPE 3 PAY LENGTH • END ANCHORAGE6 RARE (FLARED) PAY UNIT ]T - TRAVERSABLE EMBMRAENT SLOPE 11 (SEE NOTE B) J\ SEE NOTE 1 EaIIRt� EXTM PAVE 7,-- IF ixE PLANS 0.E000E A NIOENEO AREA Ox SLEET ADNq EARTxwORM V � BEx1A9 iHD 4UNNRNL RHn PAYS I Fi BEHIND THE Slat OF PoSif A PLAN VIEW WIDENING FOR END ANCHORAGE (FLARED) CURB CIFIED A IF SPECIFIED DN ELMS (SEE SEE) 11 NORMAL SHOULDER EDGE LOCATION GUARDRAIL TYPE 3 PAY LENGTH 7,0 SEE NOTE 2 ON AEETI CURB NETT E mr (SEE MEET 9 ELMS 2 BREAKPOINT WITH Es END ANCHORGE (FLARED) PAY LIMIT 32-6 FLARE REQUIRED EXTRA PAVEMENT AO/OR EARTHWORK Computer File Information Creston Date 00/19/15 In t als JBK Last Mad l cat an Dote 01/T8/I8 In t GIs LTA Full PaUT were cadAt 99v/ausness/des gnsupPOH , gg,4HVN, tY3rse 6080107020 don CAD Ver M HAStaAon VB Scale Nat to Scale Unir English EIREMPOINT Gk pF GUHOOD TYPE ? (3 wIDE15EE ND1E B 3 3 B TRAVERSABLE EMBANKMENT SLOPE 41( SEE NOTE Al C PLAN VIEW WIDENING FOR END ANCHORAGE (FLARED) WITH CURB OPTION B w 11P EDGE OF PAVEMENT NOTES 1 PAYMENT FOR THE ANTED ENBA KMENT (*PROXIMATELY 45 CU YDS)FM THE FLARE SHALL BE AS FOLLOWS A UNDER PAY ITEM 103 WHEN THE CONTRACT PLAN INCLUDES PAY ITEM 003 B INCLUDED IN THE COST OF THE ENO ANCHORAGE (FLARED) WHEN THE GENTRACT PLANS 00 NOT INCLUDE PAY ITEM 203 TIE ACTED ENB%NEXT SMALL BE CONSTRUCTED IN ACCORDANCE WITH SUBSECTION 1030) MOTTO T 99 2 WHEN THE WIDENED AREA IS PAVED PAYMENT FOR TIE PAVEMENT IMPROX 70 SO YOU)SIAL 6E AS FELLOWS ADDER PAY ITEM 403 DR 412 WHEN THE CONTRACT PIM INCLUDES PAY ITEM 403 OR 412 B INCLUDED IN THE COST OF THE ERG MORRNE (FLARED) WHEN ME CONTRACT FLAN DOES NOT INCLIC PAY ITEM 403 ER SIT (SEE SHEET I NOTE 2 FOR PAVEMENT TYPES) 3 CONCRETE PAVED AREAS SHALL HAVE THEIR TAPERED ENOS SQUARED OFF AS DIRECTED BY THE ENGINEER 1 WHEN OVERLAY PAVING THE FINISHED SURFACE AT EACH POST SHALL NOT SE ABOVE THE TOP BREA(AWAY HOLE CR STRUT ASSEMBLY THE WIDENED AREA AT THE FLARED * THIS PLAN VIEW SHOWS ONLY NE SRT 31 END ANCHORAGE SHOULD NOT BE OVERLAND) URAESS PAVEMENT CONDITIONS WARRANT IT THE FLEAS 350 USES TIE SAME WIDENING BEING OVERLAYED MY OVERLAY PAVEMENT ABUTTING THE FLARED END Ma6RACE DETAILS SHALL BE TAREREO TO PREVENT A DROP IN THE PAVED SURFACE BELOW TIE RAIL 5 SEE SHEETS I 1 3 MO 5 FOR STMOMN TYPE 3 GUARDRAIL INSTALLATION DETAILS G THE COST OF THE GUTTER WELL BE PAID FIR AS MUTTER TYPE 2 12 FT) FORA LENGTH OF 134 FT OR (,UTTER TY 1 (3 FT) FORA LENGTH 6 10 FT T INLETS ON XIPOOWWS WAY BE USED INSTEAD OF THE GUTTER IF SPECIFIED Eli THE PLANS NO ADDITIONAL CM SALE BE ADDED IN THE VICINITY OF THE ENO ANCHORAGE B 1I OR FLATTER SLOPES IN THE TRAVERSABLE AREA SHALL BE USED BEHIND THE ENO ANCHORAGE AND IN ADVANCE OF POST °IF THIS IS NOT POSSIBLE, BREAKPOINT A MINIOAN 31 SLOPE NAY BE USED IF APPROVED BY TIE ENGINEER 9 TIE WIDENED AREA EXCEPT FM CURB OPTION A BALL HAVE THE SAVE GRADING AS THE ADJACENT GUARDRAIL API DR FLATTER IF MORE TEM 2 FT FROM SHOULDER OR SLOPE EQUAL TO RETAIWAY SLOPE IF 2 FT ER LESS FROM SHOULDER IR WIDENING Fat END ANCHORAGES 5HA1 BE PAVED ON INTERSTATES AND FREEWAY& FOR ETHER HIGHWAYS PAVING SAIL BE AS SOWN ON ME PLANS SLOPE E NOTE B) 6 sKG\T�eW N�RW \�� L pry TRANSITION FROM GUTTER TYPE 2 TO CURB 6 GUTTER 10 IF MRS AND GUTTER SPECIFIED 126 Sheet Revisions Date Comments 12/29/15 Rased guardroA he ghl to 31 CIED Colorado Department of Transportation 4201 East MMansas Avenue COOT HO 1th Floor Denver CO 80222 Phone 303 757 9021 FAR 303 757-9868 Division of Project Support JBK/LTA SITE ISLE NOTE BI EINANPOINT AO PANEYJNT EDGE 1-0 -�1 BREA/MDa OPSOIL SURFACE lmTEEE gl I AIDED EMBMONENHT (SEE NOTE I) PAVEMENT IF SPECIFIED 41f4a, ON PLANS (SEE MOTE I) fb POINT OF SLOE SELECTIOV Saracp E .. / NORMAL CATORPDINT (SHALL NOT CHANGE) SECTION A —A rN-A GUTTER TY 2 L1 SRRFACE SUNSASE PAVEMENT (SEE NOTE II POINT OF SLOPE SELECTIONS RAIN NORMAL CATOP0INT (SHILL NOT MANGE) SECTION B -B 1 lUYT?R BREAPoINT ROD NEMDHA000NT vT DI BREAKPOINT TOPSOIL. EM9ANNYENl e(SEE NOTE 0 SEE SURFACE NpiE SUBBASE PAVEMENT (SEE NOTE I)%Fmkk B/ POINT OF SLOPE SELECTION/ 401 - NORMAL CATCHWINT (STALL NOT CHANGE) SECTION C -C MIDWEST GUARDRAIL SYSTEM (MGS) TYPE 3 W -BEAM 31 INCHES STANDARD PLAN NO M-606-1 Iss ed By Pralect De elapme t Bra PH July 4 2052 Sheet 1,16.976Z0f6203 NOTES FOR NONFLARED ]I GUARDRAIL I TYPE 3 PAY LENGTH I GUARDRAIL PANEL 4 I LENGTH OF MAY TENSION TERMINAL BOLT 00ES NOT PASS THROUGH THE GUARDRAIL PAR AT POST 6 12 -6 55 11 TRAFFIC 4 Q QA 4 -32 A A A A A -40 GROUND y I� y y Ij Ij LINE 4 3 -1- 6 3 -1- 6) --1- 6. 3 -I- 6 i -I- 6 3 TRAFFIC SIDE BIDER REAR SIDE SLIDER SECTION A -A MAX -TENSION TERMINAL END ANCHORAGE (NONFLARED) (MASH CERTIFIED) 13 1/ 6 3 -4-6 3 I p 46 ID/ 321/2 HEAR HEIGHT 71 r�T I I Y Ih 6 3 -+s- 6 3 -�-- C -D 63 -+-63 GUARDRAIL TYPE 3 PAY LENGTH 0 Q I I I -32 I I T TRAFFIC LENGTH OF NEED 16 .I 1 —4D Si Ali di i 6]—Y 3 I% END ANCHORAGES (NONFLARED) III I Y SOIL PLATE ON - N! DETAIL A OOWNSTR AM SIDE MSKT TERMINAL END ANCHORAGE (NONFLARED) (MASH CERTIFIED) 5 Oh Fl TOTAL A UPPER PART CF MST® SRIOE BOLT AD NUT HEY BOLT D NUT • END 6 GUARDRAIL PAY LENGTH GUARDRAIL 8 TYPE ] I PAY LENGTH 31T 1 THE END ACARAGE INMFLARED) SHILL EITHER BE THE SOFTSTOP AS MANUFACTURED BY TRINITY ITCUSTRIES INC. (TEL 1800 772 7976) I THE MAX TENSION AS MANUFACTURED BY LUESAY TRANSPORTATION SOLUTIONS (TEL 1402 029-6500) OR THE ASNT AS MANUFACTURED BY RCM SYSTEMS INC (TEL 1432 263 2435) THE ENO ANCHORAGE NONFLDE01 SHALL INCLUDE ILL POST EEL HIM HARDWARE ITEMS REGAINED FOR A C111PLEIE UNIT RE EYE ADARAGE IADNFLAED) SHALL BE INSTALLED CONFORMING TO THE MAIFACTL ER S RECOMMPATI@IS THE CONTRACTOR SHALL PROVIDE A C 'Y CF THE MAVIFNCTINERS INSTALLAnRA INSTRUCTIONS NEC PARTS UST TO THE ENGINEER PRIOR TO DE INSTILLATION IT DE DEVICE 2 D0 NOB ATTACH THESE END ANCHORAGES DIRECTLY TO A RIGID BARRIER (EX CONCRETE BARRIER STEEL BARRIER CONCRETE STRUCTURE) WITHOUT A PROPER TRANSITION 3 CONNECTIONS TO W-NEAIS WHERE THE SRICE IS NOT AT MID SPAN BUT AT A POST CAN BE MADE USING A 3 1'/2 9 4/ OR 15 7/ W-BEAP PANEL DOWNSTREAM OF TRAFFIC 4 FOR ASK) END ACHCRAGES (NONFLARED) USE THE MANUFACTURERS SPECIFIED STEEL FOUNDATION TUBES FOR POSTS O AND O 5 HINGED BREAT AWAY (HON STEEL POSTS MAY BE USED CYEOBMIRG TO THE MANUFACTURERS INSTRUCTIONS 6 RETRH EFUECION TABS SHAT MT BE USED CM ENO ANCHORAGE POSTS. A DELINEATION SHALL BE /PRIED TO THE END PIECE AND SN/L1 NOT BE PAD FOR SEPARATELY BUT BE INCLUDED IN Tlff 03ST OF THE WORK SEE 5TANERID RAY 5-612 1 LENGTH OF SOFTSTOP TERMINAL 50 9'/ n n 6 h n ROUND LINE 13 LENGTH 1r I OF NEED SOFTSTDY HEM GROUND r{ /1 [ SiTRUT A TRAFFIC (� (� 13 ]/ 'GL� 6 3 4 6 1 4 63 63 6 3 Y 613 P 5_B 0 4 7• I 12 6 GUARDRAIL PANEL „SOFTSTOP I p ACHOR IGUARDRNJL IPANEL POSTS YIELDING HOLES AT APPROXIMATELY Al GROUND LEVEL Pei ,�PQQST5 IQ THERE ARE TWO SETS OF (PEN -ENDED SLOTS IN THE UPPER PAT OF POST® TMESE ARE FOR 28 MD 31 RAIL HEIGHTS USE THE TOP SLOT FOR THE 31 MEND TERMINAL INSTILL POST ®WITH THE SLOTS FACING POST® D0 NOT ATTACH RAIL AT POST BE 0FTAIL B ATTACH AD SECURE THE SUPPLIED OFFSET BLOCK TO THE TRAFFIC SIDE OF POST® DETAIL B SOFTSTOP TERMINAL END ANCHORAGE (NONFLARED) (MASH CERTIFIED) 3 J 6 134 1,1 Computer File Information C eat on Date 08/19/15 In t SIN JAR Lost Mod( cotton Dale 01/18/18 Initials LTA Fu6P.HH ..coaot gov/6usness/deSlg support ,ece WW5H/4YAIPTe 60600108020 dgn CAD Ver McroStaton V5 Scole Not to Scale MIAs Engler Sheet Revisions Dote Commen Hs 11/29/17 Colorado Department of Transportation 201 East SIR Floor ON ner CO 50222 PHOHN 30] 757 9021 FAN 303-757 9968 co DIvIsion of Project Support JBK/LTA MIDWEST GUARDRAIL SYSTEM (MGS) TYPE 3 W -BEAM 31 INCHES STANDARD PLAN NO M-606- I Issued By P oI ct De elopment B a CH July 4 2012 Sheet N8Ro8 (P03 N, GUARDRAIL TYPE 3 PAY LENGTH SEE�NOiE 2 - V Dy SHEET 1 - END ANCHORAGE (NONFLARED) PAY LIMIT A 4 VARIES IRAYERSA♦LE EYAMRMENT SLOPE REQUIRED EXTRA PAVEMENT n I (SEE NOTE J ) AD/CR EARTHWORO V� IF THE RA5 FENORE A WIDENED AEA BREAKPOINT —BEHIND THE BACA 7 PAK Fi BEHIND THE BALM ff P6i a I0 MIRED OESRED (SEE SHEET I, NO 0 END OF GUARDRAIL PAY LENGTH • __v, GUARDRAIL TYPE 3 PAY LENGTH ffE ADtE2 OP 51EEi I 1 YIN GURB NTION A F SPECIFIED OK PLANS (SEf SHEET I) 23 501 TAPER BREAMINT 3 11 _ 11 BSI `ISECP NOTE J) ® �gE71T 11 I'u TIyy 47 — OFFSET FROM FRONT FACE OF RAIL TRAFFIC AJ WIDENED AREA FOR END ANCHORAGE (NONFLARED) PLAN VIEW END MCIORRPF (NONFLARED)PAY UNIT B VARIES RECOILED EARN PAVEEENTrL — NO/OR EARTHWORKF— 11 1P TRANSIT., FROM GUTTER TYPE 2 TO CURB NO GUTTER IF NRB AND GUTTER •IS SPECIFIED GB GUARDRAIL TYPE 3 PAY LENGTH PLMS _MA SEE NOTE 2 REQUIRED EXTRA PAVEMENT r. DI SHEET 1 AND/OR EARTHAIRK `H — SC l TAPER BREAKPOINT TRAVERSABE EMBAo01ENT SLOPE 4I (SEE NOTE J) ENO ANCHORAGE (NONFLARED) PAY LIMIT FORMAL SHOULDER EDGE LINE BB 2 3 1 OFFSET FROM FRONT FILE OF RAIL FLOP LINTER TYPE 2 TRAFIC u a T WIDE (SEE ROTE 5) B mo WIDENED AREA FOR END ANCHORAGE (NONFLARED) 86 WITH CURB OPTION A 25 PLAN VIEW 4 b VARIES C TRAYERSMLE EMBAHMENT SLOPE IFSPEOPTION B IF SCIFIED ON Rills (SEE EREEi D 2 YIN BREAKPOINT 41 (SEE WYE 2) fi OF GUTTER TYPE 2 SNIDE (SEE NOTE 5) rJ J ss 33 a Mix 2 DESIRED (SEE SHEET I NOTE 4) 11 11 ORMSITIDO FROM GUTTER TYPE t TO CURB AND GUTTER IF NRB MD LATTER ME SPEC FIED ON PLANS `6ErNTE T) Yrt el� FILE ff RAIL 501 TAPER - 4 LNDRYAL SHOULDER TRAFFIC L. EDGE LINE WIDENED AREA FOR END ANCHORAGE (NONFLARED) WITH CURB OPTION B PLAN VIEW =TAINT PAVEMENT EDGE NORMAL SHOULDER EDGE LINE µEMTEVEMEIRT 0 PANT EDGE 151 NOTES I PAYMENT FOR TEE RIMED EMBANKMENT (APPROXIMATELY 25 Cu YDS I FOR THE FLARE SHALL BE AS FOLLOWS ...UNDER PAY ITEM 203 WHEN THE CONTRACT PLAN INCLUDES PAY ITEM 203 B INCLUDED IN THE COST ff THE END MACRIGE RONPLARED) WHEN THE CONTRACT RAYS ODES ROT INCLUDE PAY ITEM 205 THE ADDED EMBASOHENT SHALL BE BE CINSTRUCOED IN ACCORDANCE 111TH SLBSECTION 20307 MSHIO T 99 2 WEN THE WIDENED AREA IS PAVED PAYMENT FOR THE PAVEMENT (PPROA 39 50 YDS) SHILL BE AS FELLOWS. A RI '2RPAY ITEM 403 OR 412 WHEN THE CPL AN AN INCLUDES PAY ITEM 403 8.INCLUDED IN THE COST ff THE END MA RAGE INOFLARED) WREN THE CONTRACT RAN DOES NOT INCLUDE PAY ITEM 403 IR 412 (SEE SHEET I NOTE 2 FOR PAYMENT TYPES) 3 WEN OVERLAY PAVING THE FINISHED SURFACE AT EACH POST SHALL NOT BE PADRE THE TOP BRENtwAY HOLE OR STRUT ASSEMBLY THE WIDENED AREA AT THE ENO ANCHORAGE (NONTLAREDI SHILL NOT BE OVERLAYED UNLESS PAVEMENT CONDITIONS WARRANT IT BEING OVEHLAYED ANT OVERLAY PAVEMENT ABUTTING THE END ANCHORAGE 0NOVFLARE01 SHALL BE TAPERED TO PREVENT A OREP IN THE PAYED SUFACE BELIW THE RAIL 4 SEE SHEETS 12 3, AND 5 FOR STANDARD TYPE 3 GUARDRAIL INSTALLATION DETAILS 5 THE COST OF THE LATTER WILL BE PAID FOR AS METER OWE 2 (2 FT ) FOR A LENGTH OF III FT OR NITER TY 2 (3 FO ) FGRAUERGTRSESOFT 6 ILETS OR RINIDWNS MAY BE USED INSTEAD CF THE GUTTER IF SPECIFIED ON THE PLANS ID ANIOIONAL CRB SHILL BE AIDED IN THE VICINITY O DE END OREATHNT 7 AI CO FLATTER SLOPES IN THE TRAVERSABLE AREA SHILL BE USED BENIN THE END ARTMMITF AREA, AD IN ADVANCE OF POST Q IF THIS IS NI POSSIBLE A MINIMUM 3I SLOPE MAY BE USED IF APPROVED BY THE ENGINEER a THE WIDENED AREA, EXCEPT FOR CUB OPTION A, SHALL HAVE THE SAE ABIDING AS BENEATH THE BDUCENT GUARDRAIL 1D[ OR FLATTER IF MORE THAN 2 FT FROM SHOULDER OR SLOPE EQUAL TO ROADWAY SLOPE IF 2 FT OR LESS FRTM SHOULDER 9 WIDENING FOR END ANCHORAGES SHALL DE PAVED ON INTERSTATES MD FREEWAYS FOR OTHER HIGHWAYS PAVING SHALL DE AS SHOWN ON THE PLANS 10 HINGED STEM AWAY IHBAI STEEL POSTS MAY BE USED SEE MANUFACTURERS DETAILS SUNDAE BREAKPOINT ADDED EMBANNMENI (SEE NOTE II PAVEMENT IF ECIFIEED ON PLANS �at' (SEE ROTE SPPOINT OF SLOPE SELECTION FILE SLOPE M NORM. CATCNPOINT (SHALL NOT CHANGE) SECTION A -A GUTTER TY 2 I II— BREAKPOINT TOPSOIL HOED EMBMKMENI (SEE NOTE n (41/ roA/ PAVEIFNT IF SPECIFIED IA RAPS (SEE NOTE I) Slay POINT OF SLOPE SOFETION NORWL CATCWOINT 15 HAL POT CHANGE) SECTION B -B I. w , TOPSOIL SIEBASE PAVEMENT IF SPECIFIED ON PLANS (SEE NOTE II POINT ff SLOPE SELECTION SECTION C -C BREAKPOINT AIDED EMAANNMENT (SEE NOTE II OPSOIL SLR, NCR..CATCHPOINT (SHALL NOT CHANGE) Computer File Information Crept on Date 08/19/15 In bolo JAR Lost Mod hcal a Date 01/18/113 In t ale LTA FLU Path ... cadet qov/bus Tess/desgnsuppoYt gitcNyyg,pq,e 6060109020 ASH CM Vet YcroStobnn V6 Scale Not to Scale Urns E,NISA GOD Q® CCD Sheet Revisions Elate Comments 12/29/15 Raised quo drad height to 31 Colorado Department of Transportation 201 East Nkansas Avenue COOT HO ♦th Floor Denver CO 80222 Pho a 303-757 9021 FAX 303-757 9868 Division of Project Support JBK/LTA MIDWEST GUARDRAIL SYSTEM (MGS) TYPE 3 W -BEAM 31 INCHES STANDARD PLAN NO M -606-I Issued By Protect Development B a ch J ly 4 2012 Sheet N8'M9 2'l' SIDE PLATE 10 GA BOTH SIDES Yr CABLE ASSY — 6' NOSE I 10 GA 16 •3 STRUT SPACER CHANNEL WITH HOLE FOR CABLE ASSY SLOTTED RAR I2 IGA LENGTH LE NEED I SLOTTED RAIL I EECNW1 — I SLOTTED RAIL II NxOa(OUi ID GA BLDCN 10 GA BLOCK I PLAN I SLOTTED RAIL IO GA. MEDIAN TERMINAL ]lie PAY ITEM r"--r. I I I GUARDRAIL TYPE 3 PAY LENGTH (SEE ROTE 3 MO 5aEE75 14 L 15) 63 iv -63 6363 —}-6 ] n a I 31 'I I NSTRUT �^ If '� � Cr f' t N1 I I ALLATE U ti_I U U WOOD POSTS 6 e 8 TUBE ELEVATION AT ALL WOOD POSTS CABLE/BRAKE ASST 25 SLOTTED RAIL 12 GA THE RAIL DVEdMS 9.1 8E IN THE SAVE DIRECTION AS TRAFFIC GROUND U LINE U CAT 350 (NCHRP 350 CERTIFIED) PMEL/STRAP ASSY (TYP I In-- 6 3 I ANCHOR STRAPS 9 NCHM LUG U MDR II I� MIATFR CABLE/BRNRE ASSY IUJL._ 6 8 s 34 FOUNDATION I STEEL TUBE (TYP) MEDIAN TERMINAL 36 11 PAY ITEM 30.6% 32 6 PLAN ELEVATION GUARDRAIL TYPE 3 PAY LENGTH I (SEE SHEETS II 6 15) 444, I 6 3 +6 3 +6 3 H II BREAKMASTER (NCHRP 350 CERTIFIED) MEDIAN TERMINAL NOTES 1 THE MFDIM TERMINAL SMLL BE 11E CAT 350 AS MANUFACTURED BY TRINITY INDUSTRIES INC (TEL F 600-J12 7976) vii TIE 9RINEMASIER AS MANUFACTURED BY ENERGY ABSORPTION SYSTEMS INC AS DISTRIBUTED BY INIERWEST SAFETY REPLY (TEL F 303 733 8117) W THE FLEAT-MT RIEMAN TERMINAL AS MANUFACTURED BY ROAD SYSTEM INC (TEL I ♦32 263 0435) 2 ONE MEDIAN TERMINAL SHALL INCLUDE ALL POSTS RAIL AND HARDWARE ITEMS REQUIRED FGU A COMPLETE GATT ME DEVICE SHALL BE INSTALLED IN CONFORMANCE WITH TIE MANUFACTURERS INSTRUCTIONS THE CONTRACTOR SHALL PPd)VIOE A COPY OF THE MANUFACTURERS INSTALLATION INSTRUCTIONS MO PARTS LISTS TO THE ENGINEER PRIOR TO THE INSTALLATION OF THE DEVICE 3 UNLESS OTHERWISE SPECIFIED ON THE PLANS THE MEDIAN TERMINAL SHALL HE INSTALLED FOR BIDIRECTIONAL TRAFFIC APPLICATION 4 MEDIAN GUARDRAIL POSTS MAY BE STEEL OR WOOD 5 EACH INSTALLATION SHALL BE 3FERVISE➢ AND CERTIFIED AS CORRECT UPON C@NLETION BY A REPRESENTATIVE OF THE DEVICE MANUFACTURER al BY M EMPLOYEE O THE CE NTRACTIR WHO IS A CERTIFIED INSTALLER THE CERTIFIED INSTALLER SHILL HAVE COEIETED DEVICE TRAINING AND SHILL SE REGISTERED WITH THE MAMFACTLRER AS A CERTIFIED INSTILLER. 6 DELINEATION IF REWIRED SHILL BE APPLIED TO THE ENO PIECE AND WILL NOT BE PAID FOR SEPARATELY BUT 4NLL BE INCLUDED IN THE COST OF THE WORK SEE STANDARD PLAN S LID 1 J IF THE MEDIAN TERMINAL IS LESS TIM 31 INCHES HIGH A TRMSITIONIL PIECE SHILL BE INSTALLED TO REICH THE 31 INCHES KGB HEIGHT SEE SHEET 4 ENO OF GUARDRAIL PAY LENGTH MIND LINE MEDIAN TERMINALS Computer File Information Great an Dote 06/19/15 Inals USA Lost Mod Ncatan Date 01/18/18 Int GIs LTA Full Path www corlot gov/auslnees/deslgnsu000rt 0.95IWg,,KKA 41PP"'e 60601010020 dgn CAD Ho MlcroSLGVGn VB Scale Not to Scale UNis. ElaNah COD COD Sheet Revisions Dale Comments 12/29/15 Rased guardr5D height to 31 Colorado Department of Transportation A,7 Division of Project Support JBK/LTA 4.201 Co. Aekonsos Avenue 6Th Floor COOT HO 4th Floor Denver CO 80222 Pnone 303 757 9021 FAA 303 757 91368 MIDWEST GUARDRAIL SYSTEM (MGS) TYPE 3 W -BEAM 31 INCHES STANDARD PLAN NO M -606-i les ed By Project De elepment Branch J y 4 2012 Sheet Neate#2 f'2,0 TRAFFIC ///////////////////////////////I vaiLOER%//////////////// RILL EXIT EN TRAFFIC SLOE LENGTH OF NEED 2-0 RAIL EXIT ON TRAFFIC SIDE 18-9 STRAIGHT FLAIR FIELD BEND • END PATLENT FIR NEOIM TOQXNA //////////////////////////////// TRAFFIC LENGTH OF NEED _ 63 ELAN 3T 6 MEDIAN TERMINAL PAY ITEM 6'-3 • 6 .END 7 GUARDRAIL PAY LENGTH MORAIL TYPE 3 THE GUARDRAIL IS KIT ATTAOED TO mas POST COO 6 18 FOPOATION SOB TICS Fl FVATION FLEAT-MT (NCHAP 350 CERTIFIED) FGRO➢61 LINE 31 MEDIAN TERMINAL FLEAT- MT NOTES 1 THE READ -MT NAY BE SELECTED AS A 1EDIIN IFINIML UNLESS OTVERNISE SHAN IN TIE PLANS 2 BREMAWAY POSTS ARE REOIIAE0 WITH THE TREAT -DT 3 THE SOIL TUBES SHALL NOT PROTAIE MORE THAN 4 INCHES ABOVE GROMD (MEASURED /LONG A 5 FEET OIRO) SITE GRADING MAY BE NECESSARY TO MEET THIS REOUIREMENT 4 THE SOIL TUBES SHILL PE DRIVEN WITH Al ,APPROVED DRIVING ICAO AND NOT BE DRIVEN WITH THE POST IN THE TUBE IF TIE TUBES ARE PLACED IN DRILLED HOES, THE BLNFILL MATERIAL MUST BE SATISFACTORILY COMPACTED TO PREVENT SETTLEMENT 5 WHEN Roo, IS ENO: ENTERED DURING EXCAVATION A 12 INCH DIA POST HOLE 20 Oral DEEP MAY BE USED IF APPROVED BY THE ENGINEER a/0TJLM MATERIAL SHILL BE RACED IN THE BOTTOM OF THE HUE /MOGI 1)/ INCH DEEP TO PROVIDE DRAINAGE TIE SOIL TUBES SILL BE FIELD CUT TO LENGTHS RACE➢ IN THE ICE NO RAO:FILLED WITH ACE00ATELY COMPACTED MATERIAL EXCAVATED FROM TIE HOLE. 6 TIE BREAKAWAY CARLE ASSEMBLY WET BE TAIT CO NOT TWIST THE CAGE WHEN TIGHTENING KITS Computer File Information Cleatma Date 08/19/15 In H als JON Last Mad radon Date 01/113/1E1 In Vol. LTA Full Path . . cadol gav/Busmess/des gnsuppart iirsa'Wpgh, Matoie 60801011020 dgn CAD Ve MOOSta0an NB Seale Nat to Scale UNts ENRIsn arD cem Sheet Revisions Date Comments 12/29/15 Ra sed qua drain ght to 31 Colorado Deportment of Transportation ®Y Division of Project Support JBK/LTA 4201 East Arkansas A enue COOT HO 4th Floor Denver CO 80222 Phone 303-157 0021 FAX 303 757 9BAN MIDWEST GUARDRAIL SYSTEM (MGS) TYPE 3 W -BEAM 31 INCHES STANDARD PLAN NO M-606-1 Issued By Pretest De elepment Branch July 4 2012 Sheet Nd49N? fY ®, FIVE (4 01A HIGH ST HEX HO BOLTS EACH WITH NUT AND 2 X 3 % WASHER ai rsE r+F 2% s L -►E BRIDGE RAIL SEE BRIDGE PANS 32 MIN 35 MAX SEE BRIDGE PLANS FOR DETAILS G IyF 2 12-6 TRANSITION SEE BRIDGE PLANS FOR CONNECTION DETAILS L►G H7 rme M MAR M A A CURB PO SECTION M 25 IOU I 12 6 • TRAFFIC GUARDRAIL TYPE 3 PAT Lae"H ORMAL POST SPACING 9 I �7h TWO NESTEDSECTIONS SET INSIDEF THERIE BEAM OTHER) I2 CA 33 jO O O n n n n DIF C _ 07 D07 SEE DETAIL A CONCRETE SECTION INCLUDED IN BRIDGE RAIL COST 1 , BOLT HOLE PATTERN 1 DIN HOLES CHILLED 7% THROUGH CONCRETE 734 [ OR I INSIDE DIAMETER IN FULL DEPTH INSERTS DETAIL A PI/CD BEFORE CONCRETE IS PLACED p ID 37/2 7 I ll `i' II I' Z. TYPE 6 I I. SECTION M I 37h 37% I, NNE I IAN I: it 4i TRANSITION TYPE OG PAY LIMIT TRANSITION TYPE 3Q [J TRAFFIC J GUARDRAIL TYPE 3 PAY LENGTH I NORMAL POST SPACING 6 3 I TRANSITION SECTION ID CA TRANSITION RAIL HEIGHT TO MATCH BRIDGE RAIL rl n 31 * i NORMAL EOGE OF PAVED SHOULDER 63 THRIE BEAN 12 GA. 107 ASR CUIRB,TRNISISTION HNY 1118)) iii 32h II II( T i 7 II T TR SIDON SECTION 10 GA II T 37/2 I TRANSITION RAIL HEIGHT TO MATCH BRIDLE RAIL ® 31 * NOTES I TRANSITION TYPE 3G IS FOR USE AT BOTH ENOS O BRIDGES ON TWO WAY HIGHWAYS AND AT THE APPROACH END OF BRIDGES ON ONE WAY HIGHWAYS 2 TRANSITION TYPE 3H IS FOR USE AT THE TRAILING END OF BRIDGES ON ONE WAY HIGHWAYS 3 TIE TIME BEAM SECTION IN TRANSITIONS TYPES 30 AND 3H MAY BE SNP BENT TO FIT CURVES THAT ARE GREATER THAN OR EQUAL TO A 10 FT ROODS HOWEVER, IRE 6 FT 3 IN. TRANSITION SECTION SHALL NOT BE BENT A A 12 FT 6 IN CONCRETE TRANSITION IS REQUIRED BETWEEN THE TYPE 3G OR 311 AND TYPE 7 BRIDGE RAIL SEE STANDARD PLAN A-606 13 FOR THE TRANSITION BETWEEN TYPE 3 GUARDRAIL AND TYPE 7 GUARDRAIL 5 TRANSITIONS TYPE 3G AND TYPE 3H ARE ALSO USED TO EMELT TO TYPE B ND TYPE 10 BRIDGE RAIL SEE BRIDGE PLANS FOR CONNECTION DETAILS 6 BACKUP PLATE IS NOT REQUIRED AT POSTS ON TYPE 3G NIO 3H 7 OD THIS SYMBOL IN THE ELEVATION DRAWINGS SHOWS THE LOCATIONS WHERE A RECTANGULAR WASHER IS REQUIRED WIDER THE POST BOLT HEAD CURB TYPE 6 SECTION M MAY BE ASPHALT OR CONCRETE THE COST OF CURB IS INCLWEU IN THE WORK UNLESS A SEPARATE PAY ITEM IS INCLUDED IN THE BID SCHEDULE 9 POSTS® THRU©NiE 7 FT LONG ALL OTHER POSTS SHALL BE STANDARD 6 FT IN LENGTH mass OTHERWISE SPECIFIED IN THE CONTRACT ID NOTCHED MIL BLOCKS MANUFACTURED FROM SYNTHETIC MATERIAL WILL BE ACCEPTED AS ALTERNATIVES TO NLID NICHED BL0OKS FOR USE WITH STEEL POSTS PROVIDED THAT THE ADON5 HAVE RECEIVED FHNA APPR[1M/L AO ARE CERTIFIED AS IDENTICAL TO 11E SPECIMENS USED FOR TESTING MID APiOVAL STEEL THESIS ARE NOT ALLOWED NORMAL EDGE OF Ian PAVED SI LDER *DETERMINER BY BRIDGE PLANS FIVE % BIA HIGH ST HER la BOLTS EACJI • END OF GUARDRAIL PAY LENGTH WITH NUT AND 2Y 3 Y WAVER rwG � r+F n 1 - Ir I SINGE TWNIE BEAM TRANSITION TYPE 3H PAR LIMIT TRANSITION TYPE 3H 63 7h I►F 2 6 IO 12-6 TRANSITION 1(12X r-, B r+ E _1sh (2h BRIDGE RAIL SEE BRIDGE CONCRETE SECTION INCLWED IN BRIDGE RAIL COST PLRS SEE BRIDGE PLANS A BR C NIFCTION DETAILS E —E IA 32 MIN 35 MAX SEE BRIDGE PLANS FOR DETAILS A VARIES I 11 1 3I NESTED THRIE BEAM WIPE 30 ONLY) NM TYPE 6 SECTION N F=FJ 6 IS H -H N 12 14 WOW BLOCK STD WASHER 6 NUTS ON 2 Y1 POST [KILTS I)) 3 RECT WASHER UNDER BOLT HEAD ALL WOW POSTS 6 B 6 (ALTERNATIVE PERMITTED WITH STEEL POST IRE s 9 s 63 AND SYNTHETIC OR NOTCCED TIMBER BLOCKS) J -J G -G IQ 221 W® BLOCK STO WAVER I MRS ON 2 34 POST BELTS IX s 3 RECT WAVER UNDER BOLT HEAD ALL WOOD POSTS 6 B s T (ALTERNATIVE PERMITTED WITH STEEL POST INN s 9 A 71 AD SYNTHETIC DR NOTCHED TIMBER BLOCKS) NESTED THRIE BEAN (TYPE 30 ONLY) Computer File Information Creat an Dote 08/19/15 Last Mad TIcaHoa Dole 01/18/18 Ant Ale LTA F 'Path w waodot gov/bus, ass/desgnsU.PPA t Lomagg4,4,4,1o•ne 60601012020 dgn CAD AN Mca$Ialan VB Scale Nat la Scale U to Eo),N Irutols ARK Date Sheet Revisions Comments 12/29/15 11/29/17 11/29/17 01/IB/IB Meets JO. I' ..•• tee. awe. Femme le eye NM Colorado Department of Transportation A® Division of Project Support JBK/LTA 201 East Nsaneae Ave ue COOT HO 1th Floor Denver CO 80222 Phone 303 757 9021 FAX 303 757 98613 MIDWEST GUARDRAIL SYSTEM (MGS) TYPE 3 W -BEAM 31 INCHES STANDARD PLAN NO M-606- I issued By Project Development Branch July K 0012 Sheet NEfa9.2213C2,0 8 S DIA. 10 BUTTON NOTES 'I TEM BOLT 5y p% DIFFER TEAYINI& (SEE SHEET 6) II 1 Ar-Y. DIA p0 WASHER) SEE ANCHORDIAPHRAGMSTYPE 3N BUT NOT I APPLICATION THE TRANSITION TYPE 3J 11AT BE �AI is XOIE 1 r 'I r 2% DIA HIRE DETAIL 10 SCHEDULE 40 GY.V pEWJIREO FM TYPE JX USED TO SHIELD HAZARDS AT THE INTERSECTION 31 NZ�I STEEL PIPE I3 LONG O TWO ROADWAYS TYPICAL APPLICATIONS 1110,11E ]] 2 BGEN(WAT MENINX( BUT ARE NOT LIMITED TO THE FTN_LOWINA WAS 1 NUTS AND WASHER (SEE ROTE el POST Eft POST a-0 IS I Y/ NBEESOIA SURFACE Two '/4 DIA HOLES I TVA 45/ B.INTERlMi1LM IN GINIRAR MRS BY � O INTERSECTING ROADWAYS, ETC ta/ TIE LOW SPEED (445 MRD ENO ANCHORAGE TYPE 30 BULL BE USED CELT ON DRIVEWAYS AAA LOW SPEED 25 1 0 'gaol ELATE SERVICE BUDS WKN M APPROVED BUBO-TESTED WOOD BREAKAWAY POST Q (SEE HOLE IDI % Du. 1 YR HEY HEM ABET END TREATMENT 5T IS REWIRED USE TIE END MCNWACE (FLARED)°i LPNFLATE➢) WITH 37 FT -6 IN LENGTH MO MAT WITH AECTMGAAM MASER CONTROLLED RELEASING TERMINAL ATTACH W-HEAM TO PIPE WITH )t Due r IMER BOTH MEAD MO NUT 2 GRADING MO PAVING FOR THE 34 Y ON SHALL (CRT) POST 1O, BUTTON HEAD WITH BOLT MO RECESS RUT PATCH TIC GRADING LAD PAVING OF TIC 8 (^} 6 C^ WITH ND WAVER (Na CONNECTION TO POST) GUARDRAIL TO WHICH THEY ME KUACFED MN / r 1 11 I 1 i`] BBETIHOLE W000 BAEMAWAT POST % 2 4 e 17 STEEL RATE SHALL BE IN ACCORDANCE WITH SHEET DE O' REP )(SEE OE11L1 DIA HOLE IN STEEL WELDED TO IO DIA PIPE THIS 5TA'1N10 MAXIMAL FILL SLOPE SHILL 1 2.1 POST DIMENSIONS TYPE IY 1 TWO r/4 0IA PIPET FROM TOP 3 THE ANI 15 NOT BOLTED TO THE Wt POST AT © 6 B 6 CRT 41-1 NBEES NO WAMET THE CENTER THE CURVE RA FM THE 6 FT -6 IN 8'3=® Y/ TA • 45% BREAKAWAY 5-0 3 J‘J'S ®CONFORM - e� 0,p,® 25 PLATES SNALL ItlAL 107 FT,,AND ASTA A 36 N111TIE STAIILTIHN. ‘.147, POSTS B . 6 . j(4 ]i �I. �I CI 1/ TWO ION TUBING TO ASIR A 506 TAE NAILS S� TY MIND IL ry l ' i1BING L 3L� (SEEN RATE '�� (SEE NOTE 101 / SEE NOTE 4 /�- GALVANIZED WILL ROPE (CABLE) l THE L MERRY BEARING PLATE SMALL CCEdO01 70 M9R0 Y JO TYPE IL SPACER (SEE DETAIL) 01 RATES SHALLCONFORM ASTY A M MD �" TWO I RUTS MO STRUCTURAL TUBING TO ASTII A 500 WELDING STEEL TUBE ° : `SEE RASHER (SEE NOTE Al SHALL MEET ALL REQUIREMENTS OF THE u urc w STANDARD POST 6 BLOC( 77777771////7777 ,'A , ,, SOIL PLATE 7? (SEE DETAIL 7 w MUER DETAIL .� STEEL TUBE (SEE DETAIL) 5/ STO 2 PIPE AMERICAN WELDING SOCIETY SLEEVE (21/4 OD) 6 ALL STRUCTURAL STEEL SHALL BE GILYMIZEO Y. OA. 10 BOLT NUT M1 IN CONFORMANCE WITH ASTY A 123 POSTS SMALL 2 WASHERS (EACH POST) TO NOT BE FUMED DRILLED CUT OR WELDED 84 2 AREA BEHIND GUARDRAIL TO BE MAINTAINED FREE O FIXED °a.,2., U.SLOPE PERMITTED (SEE TYPE }IMPLICATION TABLE) / / % SIX / CABLE 0,1PS ON TIGHTEN ARTS U -BOLTS Y DIA 9-0 CABLE NET OE SWAGED EM SECURE POST IN TUX AFTER GALVANIZING STEEL TL6E (SEE DETAIL) 7 WHEN THE SOIL PLATE WELDED OPTION IS SEIECTFD SOIL RAZE CONNECTION BOLT WELDED CONNECTION HOLES ME NOT REOUIREO ^ % RADIUS ANIL[ . CRT AREA FREE OF CURVED RM. DIA 8 BOLT NUT AND 2 % OPTION FM SOIL PLATE STEEL 8 OUTSIDE NUT MALL BE IWOUEO MANSE INSIDE e J N (SEE TYPE ]PLIGLIOI TALE) /, 25 105 POSTS 5 FINES [ELECTS W FM TS MCtE 90 105 MYr ASM[K5 (2 REQtIAEO PER POST) VIBE CDWECTIO,S NR WITH TIE CABLE INSTALLED TAUT BETWEEN (SEE ROTE 7) TIE MOM PLATE FIRST POST C-6 25 IS II 13 IS MO 75 LOW SPEED TERMINAL - TYPE 3K 9 AL CURVED GUARDRAIL SHALL BE SOP BENT IT Ja IS 22 27' 31 10 SEE BEET 5 FOR MCTIOG PLATE 15 -85 7 MID OTHER DETAILS A 25 i 86 95 9 NE 20 ]] 4a Al Sy0. 5) /I 96 105 9 Rh e 1'h y, W® 8 II THE STEEL TUBE MAT BE DRIVEN WITH \HRL ) '''4,,,,;;;‘ / 75 85 9 STEEL TUBE GALVMRED STRUCIWAL POST INSERTED IF 11 DAMAGE OCCURS TO p 6 g0 35 BE -55 10 50 20 46 55 64 (SEE DETAIL) STEEL CUBE THE POST W BOLTS �\� 7' 96 l05 II © Is 1s 4 TRANSITION TYPE 3J APPLICATION 1 NUT TACK WELD 2h 2A '/.1 1'/. DIA HOLE s y }% " 0 STEEL HATE WITH IA DIA IDLE DIA 4 STUD TO STFFL CUBE THREM FILL LENGTH © © W� Is W ° 2v B �+ 4 WITH E FROM ROTATION �rux TWO ma GALA NAILS ANCHOR DETAIL BEE NOTE •I 9 fi 9 IA I _iis 1 8 SIFEL ` SP 40 3 NO BOLT IS 12-6 SPA2fl BALE 3 INCA WELOBO i0 4. 4 SPACES AT 6 3 25 (e-6 RMMIS SAWN, END ANCHORAGE TYPE ]X PAY LIMIT J I l IYI EE ' i{ STEEL RATE *Y „wr TYPE 30 ERTYPE 3 GUARDRAIL WITH -e- e-- RATE —1 I V END OF GUARDRAIL PAY LENGTH END ANCHORAGE (FLARED) ER TONRMEDI ROADWAY 9 I BEARING PLATE FOR STEEL TUBE APPROACH ER DRIVEWAY EMI 4 DIA y STEEL PLATE INTERSECTING ROADWAYS TRANSITION - TYPE 3J TRANSITION BOLT STIES SOIL PLATE Computer File Information Q ® Sheet Revisions Colorado Department of Transportation 5201 East Arkansas Avea+e COOT HO 416 Floor W Denver CO 80222 Phone 303 757 9021 FAX 303457-9868 Division of Project Support JBK/LTA 1 PP MIDWEST GUARDRAIL SYSTEM (MGS) TYPE 3 W -BEAM 31 INCHES STANDARD PLAN NO Creston Dale 015/19/15 Int Ns JGH Date Comments Last Med,colon nee 01/19/18 Intohh LTA M-606-1 12/29/15 Rased guardrelhegM11 to 31 FurlPotn v.. coda qov/bus ness/des gnsupoart VWAy9,&Yygwn 60501013020 dg ® ® Sheet NdA P� zaaed By Protect De el�pment Branch J ly 4 2m2 CM At NASicncn NB Scale Net N SAAB SohEngad' ME EDGE OF PAVED SHOULDER DOE 13 TRAVELED WAY r 3 VMIAYE SLOPE GRADE TO DAMN SLOPE 101 OR FLATTER SECTION J -J SLOPE 201 OR FLATTER 3 SLOPE 101 ER FLATTER EXTRA EARTHWORK TO SE MEASURED M0 PAID FOR AS ITEM 103 EXISTING OR STANDARD SLOPE TRAFFIC EDGE A PAVED SMLLDER MEDIAN BARRIER PAY FOR AS TWO SEPARATE LENGTHS OF SAMOSAS TYPE 3 (DOUBLE GUARDRAIL TYPE 3 SHOLLOER MEDIAN CONTINUOUS RAIL SLOPE 101 DR FLATTER SPAR OBSTRUCTION 0 NEAREST IC -6 VARIES 0 MIN I -O 0 VARIES 0 MI DGE OF TRAVELED WAY I\ �\��\��\��\` ,��R, \ sTM9 "SLOPE ` GE FFLATTER 1 j sT AGOGSLO'E VOTE l01 DR FLATTER EXISTING ES e STANDARD SLOPE 1 \SXOU,DER\\\ EDGE OF TRAVELED WAY DIM TERMINAL 32 (YE SHEET t0) 0 TRAFFIC SLOPE 201 J OR FLATTER GRADING FOR MEDIAN OBSTRUCTION 12 6 PAY AS TM LENGTHS OF GUARDRAIL TYPE TRAFFIC 3 SPAY OBSTRUCTION 0 NEAREST 12 6 STEXISTINGSW ANDARD LWE DOE OF TRAVELED WAY O PAY AS TWO LENGTHS OF GUARDRAIL TYPE 3 TRAFFIC A 151 TAPER MAY BE USED WHEN THE BARRIER ENDS IN THE MEDIAN TERMINAL OBSTRUCTION IN MEDIAN 30 FT WIDE OR LESS Elm OF GUARDRAIL PAY LENGTH MEDIAN TERMINAL 32 (SEE SHEET 10) VARIES I SLOPE 10108 FLATTER TRANSITION TO I51 TAPER (GEE SHEET I6 FOR TAPER LAYOUT) I — VARIES T 1 3 s s s . s v s • i OBSTRUCTION 151 TAPER II 1ST TAPER L fi 3 y 3 VARIES TRANSITION TO 151 TAPER I I SHEET 16 FOR TAPER LAYOUT) SLOPE LOO OR FLATTER —VARIES P Y L 2 6 10 er 12 13 15 IN IT IS 19 20 41 05 4 5I B] 6 5 100 61 67 112 6 ]1 ]] 115 81 1316 91 150 PT 10 I 162 A 10 7 11 1 175 11 ) ITT 6 IR 11 7 200 1] I 212 6 13 7 215 GUARDRAIL FOR OBSTRUCTION IN MEDIANS WIDER THAN 30 FT NOTE FOR OBSTRUCTIONS UPI THAT ARE wIDER THAN 20 FT IN MEOIANS USE SHEET 1] TRAFFIC SINGLE THRIE BEAU IM AL IS MEASURED ALONG FACE OF GUARDRAIL D 3 F 18 28 38 48 (B) BAOTFILL PER fi06 13 FIVEI/J DIA 33 H S HEX HEAD BOLTS 510 WASHERS A UNDER NUT MO HERO \PAY FMD SOCK TRANSITION SL OR DOUBLE FACE SEE SHEET 12 FOR OETALSI PAY INCLUDES EXTRA SINGLE THRIE BEAR RAIL ON TRAFFIC DEPARTING ED SIOE USE RESTED (DOUBLE) THRIE BEM RESTCONFORMING TO TRANSITION TYPE 3O THRIE ED ON APPROACH SIDE GV TIMBER POSTS 2 FT STEEL POSTS I FT 911/IN (Al 1/2 IN PREFORMED JOINT MATERIAL NARROW MEDIAN DETAIL USUALLY LESS THAN 30 FT WIDE MEDIAN WITH ALL PAVED SURFACE OBSTRUCTIONS IN MEDIANS Computer File Information Crest an Date 08/19/15 In ale JBK Lost Mod (talon Gale 01/18/18 In tole LTA Full Path v . coda, eav/Ous nes s/des SYSMHVorl da596Y9hr A.AP41e 60801014020 dgn CAD Off McrASlauan NB Sane Not to Scale IDOL EngIsT Sheet Revisions Dote Comments COD Colorado Department of Transportation 201 East Arkansas A e ue COOT HO 4th Floor Denver CO 80222 Phone 303 ]5] 9021 FAX 303 757 9868 Division of Project Support JBK/LTA MIDWEST GUARDRAIL SYSTEM (MGS) TYPE 3 W -BEAM 31 INCHES STANDARD PLAN NO M-606-1 Issued By Protect De elAPmenl Branch July 4 2012 Sheet NdRAo4'%19 A NOTES 1 MEDIA' BARRIERS TANGENT TO TIE ROADWAY MAY BE USED UHERE THE THUNDER THREES IN THE MEDIAN ARE STEEP 2 AI BI SMIIRCER 88 1R TR �" I IORIOGES l 32 ..... .eea a OA 37 6 SIALLEIER SHOULDER (-H SMOLDER ^3G 5103106 API �3H SHOULDER Cl� N INJG ]I I ®J JO TR TR SHOIAOER MULTILANE DIVIDED HIGHWAYS FOR STEEP EMBANKMENTS IN MEDIAN 2 BARRIER LENGTHS SHALL BE INCREASE° TO ACCOUNT FOR STEEP EMBANKMENTS OR OTHER HAZARDS WITHIN CLOSE PROXIMITY OF BRIOCES ®- OINOT LIAO 861 EROS 6 SIRE C6UIII0N5 DO HUT X816841 THE USE DF GLARORAIL N - SRTHH ON PLANS LENGTH TO 911E10 ALL HAZARDS IS BASED ON SLALORAIL S LENGTH RE REED COMPUTATION SE ASH10 ROADWAY DESIGN GUIDE HE MINIMUM SHILL BE 12 FT 6 IN WHERE SITE CONDITIONS 8106 THE TOTAL LENGTH OF NEED WILL INCLINE THE LENGTH RE TRANSITION THE LENGTH RE RAIL DI) MS° ANY REOIRECTIVE LENGTH IN THE PAL ENO TREATMENT TN - IB FT -9 IN ROR 30 AD 3H A - EDGE RE 8 FT 6i 10 FT SHOADER. B - EDGE RE 6 ET 6t LESS 9NIA➢ER ENO AaU6AE CAT BE I 8 * - PLANED ER NOHRLAEO 1A 2 Computer File Information Cleat on Dote 08/19/15 Int as JBN Lost Mod !cot on 0Ole 01/18/18 Int es LTA FuIIPoth • . coda, aov/husness/deslansvpport 90(954 (.jy ypgle 60601015020 egn CAD Per M crOStNSan v6 Scale Hot to Seale Unis EnsAsh aDD QED Sheet Revisions O0Le Comore is Colorado Department of Transportation 8201 East NNansos A en e COOT HO ath FISH Oenve CO 80222 Phone 303 757 9021 FAX 303 757 9868 A,77 Division of Project Support JBK/LTA MIDWEST GUARDRAIL SYSTEM (MGS) TYPE 3 W -BEAM 31 INCHES STANDARD PLAN NO M-606-1 Iss ed By Pralect De clepm nt B onch J ly a 2012 Sheet Nda41S TRKFIL A iR 200 I IO2 - / VSHcum //// ////////////// /i 50 END µCHORALE EY ES : 9 r 12 12 4 E01µ SLOPE ANUS INDNFLAREO) ISO GT4RORAfL TYPE 3 - - 4 1 x 6 3 (TYP). 15.1 TAPER . L 4E01µ 4 .-. 151 TAPER E9 (IYP) 3G 150 CUµ0RAIL TYPE 3 50 Ero µ0m/LE e I2 10 9 p INONFLAREO) SLOPE WRIEST SIe1LDER //////////////////////// A 100'CI 200 TRKFIL _ TR IB FT 9 IN FOR TRANSITION TYPE 32 MEDIANS 60 FT. AND OVER WITH 10 FT. OR WIDER S71alII�ERS 0 CHANGE lap FT TRANSITION TO NORMAL SINE 4 CLOTH OF MEDIAN RKFIL TR 350 100 C / /////////////////////i SLOPE VARIES 150 END µCHpRAGE - 3G 3 fi. 1 DONFLµEO 200 CUµORKL L o 6 3 (TYP ) 151 TAPER 4E01µ 4 1II TYPE J - H _ _ �j 4E01µ 4 .. 51TPER fi J (TYP) C _ 200 GUARDRAIL TYPE J 150 END ANCHORAGE aT Ifi A IS r, RRRAa C::.^ (NOMLµEO) SLOPE VARIES HOMO R A// I I 250 TR LL MDC TRKFIC t¢DTANS 60 FT AND OVER WITH 4 Rn 5 FT. sum nFRS EDGE OF TRAVELEO WAY TRAVEL LANE , TRKFIC /� 1x1///// m� �i//e pi//j//iii ///// NOTES ! 36 TANGENT RAIL -J 15.1 TAPER 1 GUARDRAILTRANSITIONS FROM PARALLEL TO ROADWAY SHOULDER Al 01 03 32 SEGMENT TO 151 TAPER WIIMIH 16-9 BASED ON POST OFFSET TANGENT pp DIMENSIONS SHOWN xE 36 6 ] 6 3 I 6 3 2 SEE SHEET LS FOR DIE RIGHT SHOULDER GlµaiKL LAYOUT Y Al BEAN TRANSITION TO TYPICAL 15.1 TAPER MULTILANE DIVIDED HIGHWAYS - (DEPRESSED MEDIANS, 60 FT AND OVER WITH OPEN HAZARDS OR OBSTRUCTIONS) Computer File Information ® ® Sheet Revisions Colorado Department of Transportation 4301 East Arkansas A anus 41, COOT no A{6 Floor A COA pp Yef 30d 2529021 FAX 303 757 9969 Division of Project Support JBK/LTA I PP MIDWEST GUARDRAIL SYSTEM (MGS) TYPE 3 W -BEAM 31 INCHES STANDARD PLAN NO Crept on 022 08/19/15 In lulls JBK Dole Comments M-606-1 Lest Modification pate 01 /WIC I Bms LTA Fun Pam mac co dot R0V/Lawless/designs1Pport ® ® Sheet N fA P� 6060101602 0 dgn gylN N, ed By Project De elaPmenl Branco July . 3DI3 200,05yym LAD Ver IIrr051 len VS Scale Not l0 Scale Unto Encl. z NOTES 1 GUARDRAIL iRAVSITI@5 FADS PARALLEL TO ROADWAY SarLDER AT 3 THE OPTION 1 LAYOUT SHALL BE USED WHEN T IS 16 FEET ER LESS 30 SEGMENT TO IS! TAPER WITHIN IBS BADLY ON POST OFFSET I SEE SHEET 15 FUR RI011 SHOULDER GUARDRAIL LAYOUT DIMENSIONS SHOWN 2 THE EPTICN I LAYOUT SHALL BE USED WHEN T EXCEEDS 16 FEET DR WHEN MEDIAN BARRIER IS CONTINUOUS TXKTI[ CONTINUOUS MEDIAN BARRIER R L 15Y 4EDIAN N I VARDRS 01 • ]G ••YJJjYi _ — _ _1 6 ] (TYPI ////////////7/////7/77//////////////////7/7//p 51 TAPER R /!/ Y _ 5I APER SLOPE MARI WC L Ear// TRKFIL M DIAN END TERMINAL iR I MEDIAN END TERMINAL. TRKFIL - *L MUST MEET THE LENGTH OF NEED AND SHOULD NOT EXCEED 250 FT (OPTION UNLESS SITE CONDITIONS WARNENT \ '/////////////////////////////////////////// D / L151 ] 1000 'WIN., SLCPES VARIE — — o l�s// 6 J iTTP1 HS— �_ %i —t 4 _ �� //////// r 51 TAPER R 6 ] MP) ////// Y I, St�E VARIES T R 151 TAPER /////7/ mL 77 77/SwuLULN////////!//!/!////////// L // / �W%1 // /////////////J///////////////////, TR IX FT 9 C CHANGE100 WIDTH ff L TOTAL LENGTH IN FR TRANSITION TYPE ]G FT TRANSITION TO nDRMAL SLOPE MEDIAN PAID AS GUARDRAIL TTPE ] AT END MEDIAN I END TERMINAL TRKFIL AG MULTILANE DIVIDED HIGHWAYS (II TIDN Z EDGE OF TRAVELED *AY TRAVEL LAVE Y FINK OFFSET , TRKFIL / %7777// //////// /// INITIAL OFFSET r EDGE OF 5HOULOER / S9ULOER 7777 �1 7777// ///// TANGENT RAIL i JG 01 D] TANGENT OT 6 ]LINE 15'TAPER - (DEPRESSED w BEAU TRANSITION TO TYPICAL I5,I TAPFR OPEN HAZARDS OR OBSTRUCTIONS) MEDIANS, 21 - 59 FT WITH Computer File Information ® Sheet Revisions Colorado Deportment of Transportation 101 East RIO FiA a Avenue o o°°�'°OA`eoisi • Phone ]0] JSO 9021 FAX ]0] 757 9868 Division of Project Support JBK/LTA MIDWEST GUARDRAIL SYSTEM (MGS) TYPE 3 W -BEAM 31 INCHES STANDARD PLAN NO Croat on Date 08/19/15 In tats JBN Cate Comments Last ModfcatonDote 01/8/1 8 In ma LTA M-606-1 Full Path �A�U*UND SNA/butineas/deaignauppmt dilhkp0004,1,0Ipane 6060101]020 don COD CAn Ver Marasaton V6 Same ME to same UMts FPO. Asa ed By Protect De elapment Branch July A 2012 Sheet Nrinr-15€449 ID 6 PAR OBSTRUCTION 70 NEAREST 12 6 3D S 6 3 --1 VARIES 'ION OR FLATTER 11 6 37-6 ONE WAY TRAFFIC SPAN OBSTRUCTION TB NEAREST I2 6 �. ❑ ❑ C7J3 63 .� Y VARIES t 101 ■1 FLATTER r_5 TRAFFIC TRAFFIC FILL REQUIRING -A- GUARDRAIL ONE NAT 37 5 A TRAFFIC TRAFFIC - - - - - TWO WAY - - - - TWO-WAY - TRAFFIC TRAFFIC GUARDRAIL FOR ROADSIDE OBSTRUCTIONS TRAFFIC LAYOUT FOR DRIVEWAY APPROACH 162 —I Icyi N �1 1... !T NARROW STRAIGHT FLARE FROM BRIDGE FLARED BRIDGE � TR 2 \\\\\\91QLOEN1 BW IDLE Lo 2 6WIDTH OF TAD WAY TRBUELLEG — WAYS GUARDRAIL FOR ONE WAY 3B ON CUT) 3T 6 A ON FILL) FILL REQUIRING GUARDRAIL FILL REQUIRING -- GUARDRAIL - - - TWO WAY TRAFFIC GUARDRAIL FOR ROADSIDE FILL CONSTRUCTION ROADSIDE CUT -TO -FILL CONDITION RAIL LENGTHS ARE MINIMUM ADDITIONAL LENGTH TD SATISFY GUARORAR WARRANTS SHALL BE PROVIDED 2 —WAY NARROW APPLICATION EXIT 3T 6 - TWO WAY - ■ BRIDGE TN iR APPROACH EXIT 2 -WAY NORMAL BRIDGE APPLICATION APPROACH 3T-6 A TRAFFIC 39 NOTES I THE TYPE 3G OR 3H TRANSITIONS (SEE SHEET 121 SHALL BE USED TO CONNECT A TYPE 3 W BEAM TO TYPE 7 CONCRETE BARRIER OR TO A TYPE 7 8 OR ID BRIDGE RAIL FOR A TRANSITION FROM A ROADWAY TYPE 1 W-OEAM TO A BRIDGE RAIL TYPE 3 WITH BACKING TUBES,MIR TRANSITION TYPE DL SALON ON WEFT 20 SHALL BE USED 2 TR RILL Bc 18 FT 9 IN.F01 TIE TRANSITIONS TAPE 36 Aq 3H, NW 25 FT FOR THE TRANSITION TYPE 3L 3 THE GUARDRAIL LENGTH DIMENSION N IS THE LENGTH AS DETERMINED BY THE LENGTH OF NEED CEMPUTATION AND IS SAWN ON THE PLANS THE MINIMUM IS 12 FT -6 IX WHERE SITE CONDITIONS ALLOW THE OVERALL REQUIRED LENGTH OF NEED CAR INCLUDE THE LENGTH OF TRANSITION THE LENGTH OF RAIL (NI AND MY REDIRECTIVE LENGTH IN THE RAIL END TREATMENT A TRAVERSABLE SLOPE SHALL BE PROVIDED BEHIND THE TERMINAL TO DIMENSION N PRIOR TO THE OBSTRUCTION UNLESS OTHERWISE APPROVED BY THE ENGINEER A END ANCHORAGE CAN BE FLARED OR NOVFLARED R =RADIUS TO FIT FIELD CONDITIONS (MIN R= 8 6 ) TRAFFIC USE ON IF THIS LOCATION IS ON DRIVEWAY OR LOW SPEED SERVICE ROAD SEE ALAS FOR RAIL m LENGTH 1-37.23 R 3 63 I i Yhh uy L J APPROACH ROAR THAT IS IMPRACTICAL TO RELOCATE I GUARDRAIL TYPE 3 WITH BLOCKED OUT POSTS SPACED AT 3 1% FROM STRUCTURE AROUND CURVE INTERRUPTED STRUCTURE APPROACH USE TYPE SJ ON SHEET 13 WHEN PRACTICAL) Computer File Information Creal an Date 08/19/15 Last Nod float on Dale 01/18/18 In t als LTA F APelh • of qov/6 s as/deslonSupporl izgSMHagrE, GNiHTe 6080101B020 8 01018 0 2 0 den CAD Ver MVOSIaton VB Stole Not to Scale LINis Enapsn Im5als JON Sheet Revisions Dote Comments Colorado Department of Transportation AP E 4201 East Arkansas Avenue COOT HO RIB Floor Denver CO 80222 �.}. Phone 303 7S7 9021 FAA 303 757 9865 Division of Project Support JBK/LTA MIDWEST GUARDRAIL SYSTEM (MGS) TYPE 3 W -BEAM 31 INCHES STANDARD PLAN NO M-606-1 Issued By P pleat Development B ouch J ly 4 2012 Sheet N"lega6f1M1 NOTES 1 POSTS 00 90 ma©NAY BE IIYGER OR STEEL 2 THE AMBER OF EMITTED POSTS IS DEPENDENT ON THE LENGTH OF THE GAP 12-6 (I EMITTED POST) ER 18-0 (2 OMITTED POSTS) 03 25-0 (3 EMITTED POSTS) CAP END ANOI0RAGE OR GUARDRAIL TYPE 3 TRA'FIC B 23/ I2 12 6 ITTP ) 6B ITTP 1 0 Iry0M Q ® 0gry rl 1-4 TIMBER ,�POST POSTS 10-0 AND CHID (SEE NOTE U 6 W000 POST OMITTED POST (PM) RITE SPLTOT (TTP ) o LONG -SPAN RAILING FOR ONE. TWO, OR THREE OMITTED POSTS AT GAP 1 (TTPI TRAFFIC 2P/ 6 -t-12 -1 STEELPOST POSTS 0 MO 0 (SEE NOTE I) BREAKWAY TIMBER POST POSTS O 06 N DIA . II BOLT IN S HOLE W6 6 POST 9 ENO ANCHORAGE OR GUARDRAIL TYPE 3 231/ Computer File Information Creel on Date 08/19/15 In NT TNT Last Nod T cat an Dote 01/18/18 Intols LTA Full Pal n w 0t gTv/dus ness/des gnsua0ort As,,, RgeFAsdippie 60601019020 29n CAD ver M v05t01 en VD Scale Not to Scale UTo D ETfth GED COD Sheet Revisions Dale Comments 12/29/15 12/29/15 Raised g Ordral he ght to 31 Colorado Department of Transportation 201 East Aelaaneas Avenue OTT RO COOT HO 11h Floor Den er CO 80222 Ph0 a 303 757 9021 FAS 303-757 9868 Division of Project Support JBK/LTA MIDWEST GUARDRAIL SYSTEM (MGS) TYPE 3 W -BEAM 31 INCHES STANDARD PLAN NO M -606-I Issued By Pralect Develapme t Branch .l ly 1 2012 Sheet Nd'9e9'6f2@ CULVERT WINGWALL • END ANCHORAGE CAN BE PLANED DR NONFLAVED APPROACH I17 6 • TRAVERSARLE t I� 3D 6 3 ,I (SEE SHEET I NOTE 4 SEE SHEET I NOTE II /A — — — — ONE WAY 37 6 • TRAFFIC CULVERT HEADWALL APPROACH N—.1]26 • 6]— (SEE SHEET I NOTE ) SEE SHEIi NOTE NI SHOWER "%////////////////////////////////////// — TWO WAY — GUARDRAIL FOR CULVERTS TRAFFIC TRAFFIC 1 MIN r-6 3 SPACEMAS REOUIIAED 6 3 I I F 12 73 IFWR3)RECT WASHER ON POST BOLTS ON CRC 31 FILL HE IGHT B OGE OF NORMAL PAVED SHOULDER I (6 OR LESS) TN CULVERT a OFFSET 3 MIN (SEE NOTE 3) W6 20 VARIES 65 MAX A ANCHORAGE D a BACK OF ]L (SEE NOTE 5) TRANSITION POST INSIDE MOUNT ON CBC 575 STEEL POST OR 8 WOOD POST rRESUME 6 3POST SPACING FORA INSIDE HEADWALL MOUNT - 1 MIN Ot POST BASE PL AND ANCHOR CONCRETE BOX MEASURED CULVERT LENGTH ALONG OF ROADWAY 2 AA II BETWEEN EXTREME ENDS OF OPENINGS H S BOLTS HEX NUTS ONO FOR MULTIPLE GA SINGLE BOXES SEE LOCK WASHERS (PROD 2'A I NOTES 3 AND 4 RAIL PLACEMENT FOR INSIDE OR HEADWALL MOUNT USE 3L TRANSITION AT BOTH APPROACH AND EXIT ENDS OF BRIDGE RAIL TYPE 3 (HEADWALL MOUNT) POST BILT IN LAST BRIDGE RAIL TYPE 3 POST -w BACKING TUBES\ TRANSITION RAIL HEIGHT TO MATCH BRIDGE RAIL SIX SPACES AT 3 1% =18-9 9 (WITH RECT WASHER UNDER BOLT HEADS) TWO NESTED W BEANS 12 GA I 5 IN ([ OF POST TO END OF TUBE) / AI CAI a RESUME 6 3 SPACING PLACES 54 DIA BOLT (A 301) HEX NUT HARDENED WASHER AND LOCK WASHER AT EACH POST RETRDREFLECTOR TAB AT EACH POST D` BACKING TUBES IPA A N 'A A F HEADWALL MOUNT ON CBC HEADWALL REINFORCEMENT SHALL BE ACCORDING TO STANDARD PLANS N50I 12 AIM 3 FOR CONCRETE BOX CULVERTS END OF GUARDRAIL PAY LENGTH CB oh 0.LL.O CUR LM LV j LV LV J 31 CRINGE RAIL/CBC A DIA X 2'A SLOTTED HOLE (IN TUBES AT MID DEPTH) EACH POST kfl TRANS TIDN TYPE 3L PAY LIMIT END GUARDRAIL TYPE 3 PA LENGTH TRANSITION TYPE 3L AND GUARDRAIL TYPE 3 APPROACH I-0 NOTES I LOCATION AND LENGTH OF MEDIAN GUARDRAIL APPROACHES TO CULVERTS WITH FULL HEADWALL AND WINENALLS SHALL BE AS SHOWN FOR BRIDGES AN SHEET 4 THE GUARDRAIL TYPE 3 SILL CONTINUE ACROSS INC CULVERT AS SHOWN ON THIS SHEET 2 RICHT SHOULDER BOY CULVERT TREATMENT IS SHOWN ON THIS SHEET FAR CULVERTS 20 FT OR LESS IN LENGTH SIX I DIA BOLT HOLES IPA BASE PLATE B (FOR INSIDE MOUNT) A NAPA VERTICAL SLOT 2 REQUIRED AT EA POST W6 0 1 0 A INLES OPTIONAL /i DIA MD GAS PL iYP1 DRAIN ROL FOR ` PL A PLAN GALVANIZING ELEVATION HEADWALL MOUNT POST DETAIL A DIA--1 PRO, 2 ° °�j I ° °Ip I'3 EMBED 8 s e o a/ ANCHORAGE D (FOR INSIDE MOUNT) W6 20 6 1 7A * 1 1 13h 1 I,a FLUSH ON ROADWAY SIDL I Ye VIN END PLATE TS 6 2 250 DRAIN OE BACKING TUBES END DETAIL (FOR HEADWALL MOUNT) TUNES SHALL BE CONTINUOUS NETT ER BELTED NOR WELDED SPLICES WILL BE ALLOWED V. ROA2 H OIAHCLES TIP VA BAN AS 1'A °ANCH0R DETAIL IFOR (HEADWALL MOUNT) 3 GUARDRAIL ACROSS CULVERTS WITH A LENGTH OF 20 FT OR LESS SHALL BE AS FOLLOWS A FILL HEIGHT AT GUARDRAIL POST 48 IN OR GREATER CONSTRUCTION AND PAYMENT WILL BE AS GUARDRAIL TYPE 3 B FILL HEIGHT AT GUARDRAIL POST LESS TIM 48 IN AND BLOCK FACE ID HEADWALL OFFSET OF 3 FT OR GREATER CONSTRUCTION AND PAYMENT AS GUARDRAIL TYPE 3 C FILL HEIGHT AT GUARDRAIL POST 48 IN OR LESS AND BLOCK FACE TO HEADWALL OFFSET LESS THAN 3 FT CONSTRUCTION ACCORDING TO HEADWALL MOUNT DETAILS AND PAYMENT AS BRIDGE RAIL TYPE 3 4 GUARDRAIL ACROSS CULVERTS WITH LENGTH GREATER THAN 20 FT SHALL BE AS FILLOw5 A FILL HEIGHT AT GUAORAL POSTS 48 IN OR GREATER CONSTRUCTION AND PAYMENT WILL BE FOR STANDARD GUARDRAIL TYPE 3 B FILL HEIGHT AT GUARDRAIL POSTS 48 IN DR LESS CONSTRUCTION AND PAYMENT IN ACCORDANCE WITH THE CONTRACT BRIDGE PLANS WHEN BLOCK FACE TO HEADY/ALL OFFSET IS 3 FT OR GREATER CONSTRUCTION AND PAYMENT AS CUMIN/EL TYPE 3 5 ,ANCHORAGE D SIX BOLTS FOR BASE PLATE B WITH INSIDE MOUNT THE BOLTS SHALL BE 7/8 IN DIA X ID IN HIGH STRENGTH RODS THREADED FULL LENGTH AND ALL GALVANIZED RODS SHALL BE CAST IN -PLACE FOR A NEW STRUCTURE FOR AN EXISTING STRUCTURE THE ROOS SHALL BE INSTALLED IN 11/4 IN 01A HOLES WITH NON SHRINK GROUT OR EPDXY CONFORMING TO ASTM C 881 6 TYPE 3L POSTS SHALL BE STEEL OR WOOD TO MATCH POSTS USED ON THE APPROACH GUARDRAIL 7 THE GUARDRAIL LENGTH DIMENSION N IS THE LENGTH AS DETERMINED BY THE LENGTH OF NEED COMPUTATION AND IS SHOWN GN THE PLANS THE MINIAHUM IS 12 FT -6 IN WHERE SITE WNDITIONS ALLOW THE OVERALL REGAINED LENGTH OF NEED CAN INCLUDE THE LENGTH OF TRANSITION THE LENGTH OF RAIL (N) AND ANY REOIRECTIVE LENGTH IN THE RAIL END TREATMENT B ALL BRIDGE RAIL TYPE 3 BACKING TUBES SHALL BE FABRICATED FROM ASTM A 500 GRADE B ALL POSTS BASE PLATES AND ANCHOR BOLTS SHALL BE FABRICATED/ FROM ASTM A 36 STEEL THE ABOVE MATERIAL W HEM AND ALL ANCHOR BOLTS AND MISCELLANEOUS BOLTS NUTS AND WASHERS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH SECTION 509 CONCRETE REINFORCING STEEL AND STRUCTURAL STEEL ELEMENTS SHALL BE IN ACCORDANCE WITH SECTIONS 601 602 AND 509 RESPECTIVELY 9 POST ANCHORS ENCASED IN CONCRETE SHALL BE ASTM A 36 STEEL AND NEED NOT BE GALVANIZED 10 PRIOR TO FABRICATION OF BRIDGE RAIL THREE SETS OF WORKING DRAWINGS WHICH COMPLY WITH THE REQUIREMENTS OF SECTION 105 SHALL BE SUBMITTED TO THE ENGINEER FOR INFORMATION ONLY II IF HEADWALL MOUNT GUARDRAIL IS USED SEE STANDARD PLAN M-601 AND NOTES BELOW A ALL ITEMS ABOVE TOP OF CBC HEADWALL WILL BE MEASURED AND PAID FOR AS LINEAR FEET OF BRIDGE RAIL TYPE 3 B HEADWALL MOUNTING OF RAIL WILL NOT BE MEASURED AND PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE WORK 1 x FOR STANDARD 12 IN HEADWALL WITH NO PAVEMENT THE POST HEIGHT SHALL BE I FT 6 IN ADJUST POST HEIGHT FOR PAVEMENT THICKNESS O ONE ANCHOR ASSEMBLY SHALL BE PLACED FOR EACH RAIL POST Computer File Information Croat an Dale 08/19/15 In t als JBK Last Mod lhoat,On Dote 01/18/18 Imtmis LTA Full Path w HOODS goV/Gus ness/des/nsueport 'PyygA k4pAgpgie 60601020020 don CAD Ver NVoSta60n VB Scale Not to Scale Unis Oldish Sheet Revisions Date Comments 12/29/15 01/18 /111 Bo sod guardrail height to 31 Re Wed Sir dim n Anchor Oet01 Colorado Department of Transportation 7',v4201 East Arkansas Avenue COOT HO III Floor Den er CO 80222 Phone 303 757 9041 FAY 303 757 9868 Division of Project Support JBK/LTA MIDWEST GUARDRAIL SYSTEM (MGS) TYPE 3 W -BEAM 31 INCHES STANDARD PLAN NO M-606-1 Issued By Plvlect 0e elopme t B onch July 4 2012 Sheet Nd4I2334T2II) C V RTES Y El ? ;-. W Y"=3 MIN GRAM TO MY POINT OF A SIGN PANEL _I b -_C D F 2 =TICK IS OESIRMINE BUT WT BE ADJUSTED OS STEEP BILK40PE5 SEE COLORADO STANDARD PLAN S-6,4 RIGOR ADDITIONAL INFO NATION ₹ 1, CLASS III SIGNS. PANEL GROUND CLEARANCE SUPPLEMENTAL CE R. g T SUPPLEMENTAL GENERAL NOTES PLAGUE .- „ PLANE a a G G 1 THE ENGINEER WILL ESTANLI41 GRADES NN LOCATIONS FOR ALL SIGN POSTS IN ACCORDANCE WITH OETNLS SHOrM ON THE RAYS a W o W B 2 SPECIAL CARE SHILL BE TANEN IN SIGN LOCATION TO ENSURE Al UH®STRUCTED VIEW OF EACH SIGN ? ec. C 3 MINIMUM POST EMBEOENT SHALL BE 3 FT FOR U 1 POSTS AND 4 IN 14 IN TIMER POSITS, IAD 5 FT FOR 6 74.8 6 IN. TIMER POSTS FOR FOOTING DEPTH SEE TIE APPLICABLE STAEARD WARNING SIGN PLACEMENT 2 4 IF A SEEDER IS WIDER SHAM 6 FEET RS431 E MINIMUM LATERAL OFFSET DISTANCE E0 BE 6 FEET FREES EOQ OFSHOLLOER, EXCEPT FOR MILE MARKER SIGNS SEE FIGURE IA-21BIff TIE 1009 WTCO N P' F SUPREYEniAL RAE 2 H APREUENTAL RMS I I' i WWI_ LATERAL RACEIENT IS LEANED FROM Of EDGE OF TRAVEL LINE 6 IN URBAN AREAS A LITERAL CLEARANCE OF I FT FROM THE DEB FACE IS PERMISSIBLE WHERE SIDEWALK WIDTH IS LIMITED W WHERE EXISTING POLES ARE CLOSE TO THE CURB 7 TYPICAL POST NOTATING "EIGHTS FROM GROUND TO BOTTOM OF SIGN PANEL IRE 7 OR B FEET • CLASS III SIGN PLACEMENT OTHER HEIGHTS MAY BE REQUIRED WHEN SIGNS ARE MOUNTED ON STEEPER FILL AN CUT SLOPES 6 EDUCATIONAL PLAQUES FOR SYYBLL SIGNS WILL NOT BE CONSIDERED WHEN DETERMINING VERTICAL PLACEMENT FOR INFORMATION OF EDUCATIONAL PLAQUE SEE PACE 3 OF TIE 2012 CBOT GLIDE SIGNING POLICIES & PROCEDURES, MO SECTION 21106 2009 INTO e ? Lil' : w A E `# I .71 tEOUCADIONAL PLAQUE (SEE m NOTE BI `a C z 8 IS r - E 1 1 CERICNTI0RI1 PLACE (SEE 8 ROTE 6) :�YY S e, `o `w1 G u SUPREYExiAL SUPPLE B 2 C w 8 P- iN T I G Y 9 WHEN LATERAL PLACEMENT IS 30 FT OR YORE FOR SIGNS WITHOUT A SUPPLEIENTAL RACE VERTICAL PLACEMENT 0 TAT BE REDUCED TO 5 FT WHEN LATERAL PLACEMENT IS 3D FT OR YDE FOR SIGNS WITH A SUPPLEMENTAL PAVEL VERTICAL PLACEMENT E DOES NOT APPLY USE ONLY VERTICAL PLACEMENT y. 10 IRYAL ANGULAR PLACEMENT IS 0 DEG SIGNS CLOSER THAN 10 FT SONG ff TURNED SLIGHTLY AWAY TO MINIMIZE SPEW.AR REFLECIIEF1 SIGNS PLACED 30 FT OR TOE SORD GENER/LLT BE iAMffO 10:470,;;;t1 IO II THE ELT NTED ON THE RIGHT HMO Stff FOR RIGHT HOMO EXITS RID THE LEFT 510E Fal LEFT IX POST SHALL BE INSTALLED PLUMB VERTICAL DEVIATION SHALL NOT EXCEED % 111.15 IT FT 13 ON ALL TWO-LANE UNDIVIDED HIGHWAYS TEE MILE TANNER MO POST SHALL OF INSTALLED DI THE RIGHT SHOULDER IN ME ASCENDING DIRECTION WITH THE MILE WARMER PIXELS DISPLAYED ON THE REGULATORY, RECREATIONAL AND CULTURAL INFORMATION SIGN PLACEMENT FRONT AND BACK SIDE OF THE POST 14 ON ALL UNDIVIDED MULTI LANE AND DIVIDED HIGHWAYS AND INTERSTATEN THE MILE MARKER MO POST SHAM BE INSTALLED ON THE OUTSIDE SHOULDER (OR SIDEWALK IF APPLICABLE) IN BOTH DIRECTIONS OF TRAVEL 0.04:7 15 VERTICAL SPACING BETWEEN SIGN PANELS SHAL BE I TO 155 IN TYPICAL PLACEMENT TABLES - 5 2 EDGE D TRAVEL LANE FACE OF CURB C . i- z 4 LATERAL PLAUENT SENTICAL PLACEMENT GE OF SHOULDER I. 2 C 7 MET ILL CLASSES OF STREETS Aa HIrNwAT5 LET FREEWAYS AND EXPRESSWATS STREETS CONVENTIONAL AU NTOHWATS n n s WNW/IImYAL URBAN RURAL E YIN MAX MIN WAN YIN MAX aY N A 1-0 15'-0 PLUS CURB 3 1-0 OR NOTE NO 9 12`0' T-0 B'-0" 5-0 B-0 w x Y w 0 1-0 ]D -D OR MORE E T-0 5-0 )-0 N -H 5-0 R-0 w IHClu0US CURB F B-0 OR NOTE ND. 9 12 0 B-0 9-0 5'-0 9-0 -_- NOTE j IA MARKER SHALL BE LOCATED IN LINE WITH EEL HEATOR POSTS C 2-0 6-0 PLUS EDGE OF 64 WIDE SHOWIER G 6-0 T-0 6-0 T-0 E.G T-0 ROUTE MARKER ASSEMBLY PLACEMENT MILE MARKER PLACEMENT m(i61iR-0AVEL E " 5-v 10-0 6-0 T-0 4w ]-0 Computer File Information ® Sheet Reomsione Colorado Colorado Department of Transportation GROUND SIGN PLACEMENT STANDARD PLAN NOsR Greaten Date o]/o4/1z mt A ALCM Date Comments East kkonAvenue grc� Denser Colorado 80222 Last Ma0Foa0on Date 12/12/14 Intals KEN AD=07/24/12 AOMUTES 1R AO 15 ON SHEET I S-614-1 Full Pa h ese drodo60toTe/Recy/L» elrcAralfialmdadRms ® 03/07/I 4 MELT I II0 ----- Plane 0]03) )537735_27:743 moat- e- Fa IJOJI ]5]92919 Safety fi Traffic Engineering Brandi KCME/KFN rOS4W'PGA9s-041^e S 614 01_1012 Ago ® ® 12/12/14 ASLH I r;,,,,,,..4.1.1 HMM 1,..1.5 IL Sheet Nhge1319P2 Issued By Salety N Traffic Engineering Branch July 4 2012 CAD Ner TANSt,Aan VB Scale Nat to SHUN USES Engl. /EDGE OF SHOIAOER ACUTE ANGLE INTERSECTION 'MAR _J WIAa4 ROAR EDGE DP SEDIhDER\ _rD MINOR CROSSROAD 2 MIN EDGE OF SHOULDER CHANNELIZED INTERSECTION VIII FACE OF II II - - - CURB URBAN INTERSECTION EDGE OF SHOULDER 50 MAX WIDE THROAT INTERSECTION DIVISIONAL ISLAND TYPICAL LOCATIONS -STOP SIGNS AND YIELD SIGNS 2 MN 4 SHOUlEDGE OEDF fl- t EDGES 0 TRAVELED WAY co A SPECIAL FOR SMALL PARKING OR STOPPING RESTRICTION SIGNS WITH HORIZONTAL ARROW 45 TO BO v 90 STANDARD FOR ALL OTHER GRO0N0 61CNS MO,V1 TO 3 T SEEENROTEENO ID C,025 ANGULAR PLAC RENT IS 0 SIGNS CLOSER THAN 30 FT SHOULD BE TURNED SLIGHTLY AWA TO MINIMIZE SPECULAR REFLECTION SIGNS PLACED 30 OR MORE SHOULD GENERALLY BE TURNED TOWARD THE ROAD ANGULAR PLACEMENT PLACEMENT TABLES LATERAL PLACEMENT KEY NL CLASSES OF STREETS AND HIGHWAYS MINIMUM 2-0 M NOTE NO 4 NORMAL is -o PLUS CURB OR SHOULDER WIDTH INLLLCCS CURB OR SHDIABER fi O PLUS CURB DR SHOULDER WIDTH OR IF NONE IS 0 •B 2-0 L OTE N04 2 0 6 NOTE NO 4 ' SEE NOTE NO 6 ON SHEET I VERTICAL PLACEMENT ( MINIMUM 1 (9 MAXIMUM 1 FREEWAYS CONVENTIONAL BEY AND STREETS MD HIGHWAYS EXPRESSWAYS URBAN RURAL D 7-0 OR NOTE ND ID 7-0 5 0 6-0 7-0 5 0 F B-0 OR NOTE NO 10 7-0 5-0 G 6-0 6-0 4 0 H 5-0 6 0 4-0 Computer File Information Crept on Date 07/04/12 Ina als RCM Last Mod, colon Date In teals Full Path .4 ctlaa4odotnleAberg/rally/IreflaAvIen4ortrylens 4,Nglon9„ E,UE„ plane S 6I4-01_2002 dgn CAD Her 4croStoton VB Scolr Not to Scale UnDs Fnglsn Sheet Revisions Date Comments cam Colorado Department of Transportation rend] Phone (303) 75J 9 Fo4 (JO]) JSJ 9219543 4201 East Arkansas Aven Denier Color -00o0 *0222 Safety Bi Traffic Engineering Branch KCM/KEN GROUND SIGN PLACEMENT STANDARD PLAN NO S-614-1 Issued BY Safety & Traffic Engineering Branch July 4 2012 Sheet Nogeitro462 TYPICAL SINGLE BRACKET S BOLT CUSS IPMEL _. WER (TIP) TYPICAL ROUND STEEL POLE SECTION TYPICAL U-2 POST SECTION TYPICAL BAC_ip BACK 96N PLK/E ('Jr )4 MAME BOLT MASER (TIP) 414 DR 6.16 TIMB ER POST WWI* (TOP) CLASS !PANEL. TYPICAL TIMBER POST SECTION GENERAL NOTES L CUSS I SIGN PANELS 001 OIL DIME Ma BC NOT MUM BACKING ZEES. CLASS I PANELS SRALL CQEEROLY BE 0100' MINDMM MICDESS SINGLE SCE! N.WIIELY,BUT DO60° 200TSS VAI BE USED OR SIGN PREL5 N1ERE B0M DE HDIRI0DNTµ AND VERTICAL 011041/16 (RE LESS IAN 36 IN 2 CUSS I SIGN PANEL5 SELL EC FASTENED TO TIE U 2 HOT MDR + % 01.510011115 M9 TO TIMBER POSTS WITH 2-)'4 0(1!000 BOLTS. 2T STANDARD PUNS 5414 20 AND 5414 22 FOR EYCEPTIA6 3. A MASER ST µL BE P141D BETWEEN THE BOLT 1£AD AND DE FACE or THE SIGN POOLS 1/ DL DIA WASTER SHALL R 001040 USER HIE (CT ON TIE BAP( 7 DE TIMBER PST 4 &* IS. IRIS µID 04014005 SHALL BE GALVANIZED OR CMA0151 RATED 5 All SIGNS SHILL BE FABRICATED USING RETRIRETIECTIVE SEEMS CGIEDR11000 TO ASTU 04956 TIE TYPE STOLL BE AS DESCRIBED IN TO STMWARD SPECIFICATIONS AND/OR AS SCAN OR Tlf PLANS. 6 FOR SIOI PLO1E0ENT SEE STANDARD PUN 5-6 4 I 7 U 2 POSTS MAY ONLY BE USED FOR CEL(lEATCR$ MILE BOOKERS NO 510/0160 AMBER RAPES 50 SNIPE STEEL POSTS SHILL BE A DEFORM FLANGED [NAVEL SEC11O1 14.40E TRW NOT RULED STRUCTURAL STEEL RE -ROLLED RAIL 51EEL OR t00 BILLLE STEEL NAMING A MINIMUM YIELD SIREN TH OF AT LEAST 30000 PSI MD A MINIMA, IE16RE STRENGM OF AT LEAST 50,000 PS111 SHAPE POSTS SHALL WEIGH 2 L85(F1 EHCTPT THAT A 1011 TOLERANCE 6 WDLIS 3I/t2 1 THE WEIGHT OF AN OE POST TILL BE ALLOAED 9P SHAPE POSTS TOIL RAE Ye II (015 WILLED OR POACHED 261111.06 2 DI CENTERS FOR IM TOP 4 FEET O LIE POST AS A 0INIMM,WOH THE FIRST DOLE 414 IN FROM 11E TIP ff LIE POST COLOR OF POSTS SHALL BE WIERSTATE GREEN. 6 WIT1CM SPACING BETWEEN PAELS ON TIE SALE POST SOIL BEIM III TO 1YR Iµ 9 VEER SIGN POSTS MT OLY BE USD FIR 1EL002NY 51GNALE [MEW COSTRCIOIN. TUBULAR STEEL SOIL EE USED FOR PERMANENT INSTALLATIONS TYPICAL CLASS I GROUND SIGNS Computer File Information Cre4Uon Dote 07/04/12 lrvnais ALCM Last Mod,lkat1on Date 06/24/2016 In Dols RIR FVII Polo+evsotratr,Mtnlylhv//trNEo/0Oa»Iwadyho ryQ69YPPAr5W1AAFe 5-n14-02_kW On GO Ye I0eroStalun Ae Sod, Not to So* TMs Eris. CEO CrED LED CUD Sheet Revisions Date Comments MD NOTE 9 6/24/16 Colorado Department of Transportation 4201 East Arkansas Avenge Denver Colo ado 80222 Phone (303) 757 9543 WmYs W Fax. (303) 757 9219 Safety & Traffic EngDTNNIIng Branch KCN/KEN CLASS I SIGNS STANDARD PLAN NO S-614-2 leaked By Solely P. Traffic Englncermg Branch Jay 4 2012 Sheet NbvRPiSfRSS A A TIFF_ I III ILL II SIGN PANEL SPLICE • E E I /PLATE = - 0 SIGN TYP I DIRECTION I • FUSE SIGN SN.;. POST Iw {f OF TRAFFIC WSW BREA1 AWAY PLATES II II Il PLATE STEEL POST PANEL TIMBER POST ••�, BISSEM91LYr S BOLT WITH HEX 1 T II II BREA( AWAY DRILL HOLES •�! RATER 0 HEX NUT AND S (THREE) WASHERS ASSEMBLY 2 AS REDO GROUND LINE GROUND LINE 4 18 0,y ,�, I�■I 1 BASE TTP •�• T / i0 2y, EYPOSEO SNB�Isl BASE��' PLATE DEPTH AT LEAST D I► / POST ILL SIL`S FOR POST:.;., -�- • GROUND LINE STEEL CONCRETE FOOTING PO TS IM FOR 1 i4 O 5 '•.,�•.'4; FOR 6 N6 INGER POSTS 0 BAS I o '�, GROUT TYPICAL BREAK -AWAY SIGN SUPPORT INSTALLATIONS TYPICAL PROJECTED VIEW _, STEEL POST ASSEMBLY w - 1 •,NCRETE GENERAL NOTES ANCHOR DOLTS _ I 1 CDN E s w,Tn ,,An SPE sis ATmNS FOR THE DESIGA AND CONSTRUCTION OF 1 '"`'''cATmrvs siAuciuRALFsuPPDgrs FOR minw.v T tit RAN Awnr m . x L PLATE AN n WORN SE, STANDARD P ry AA 1. H Av InO SPEC F 2�Tro su u091 "E .Y6 ID FOR TYPICAL ELEVATION STEEL FUSE LATE AN SPLICE PLATES SHALL CONFORMH M o (ASTI, AA09) GRADE OR I' L 1x LUe IN EFE TO TABULATION OF SIGNS MD CROSS SECTIONS FOR STEEL POST ASSEMBLY TRu PLATES O Oc o TO AAs xx LO A a IH V TB TI F s PANEL FOR DIRECT RECAST ARo S >nG s iEgDA cTEUwirn sr`M'"vT Arf, FABRICAnoi STEEL POsis AT eE ZEO w,TH THEIR Lila WUN v L .�Nc xcc Mo.3IG" cTH em.Ts NUrs DAMN WASHERS sx BUFW ASSO w I rER PAR po0Mµre ... C.ST ucrmx 5 ii�E BaEHACSAWE.1v PL LE AID F xi STRENGiH5700 a uLAC TILT IT, N IL Ai HE FU PREVENT AIY L 0x Oq CUPP x nT H v s 1m0EnCBBLT i0ROU1NG ie „IN BNO SHALL A BACKING ED BELOW THE Fu PLATES BOLTS NUTS AND TWASHERS SHILLGRE GALVANIZEDTAS PER AST, A55 OR ASTIA AMA 1 I PC�EPAr Ery iH IS µ00u HE uLA[q r S E TAD0E TOP O�LH E B ALL THE Ir Cr ATE PAID IAA OA C — JL a B E HIV EF BFEEN AW�T P E FOR THE RED NUN RR ICH IT MOUNTS SHALL BE DRILLED ALL PTHE PRERADA WAY�T NUTAAS A PACT DEERS P iE OTHERS uAVNBEU�NILLED On EUBOPUNCHFDREARED EWTFASTENING i BRE RATES A9E PIJDL FOq THE POST A STEELCUTS STALLCUBTS,HOUEiER TING WILL ER BASE PLATE FOR REFERENCE ONLY TTP RERGRBLWNLREYOVSOWSFLAGL 20i EY,INEMIT AVE OF HE ELATE FIDE L , e s NBEPER O I I ( 2 • TYP • O w ND v A Ion THER THAI slOTs 1..r.61-,78 TD PREVENT eels i0E5ENI�,GEou E 3pL - W _— SHALL RE TIGHTENED CALF TO TOE TOLE I HIGH Iry GI TRIS E DD x0T RTI DVEG WALT TORQUE A RRFAK-AWAY PI ATF DATA TART F A 0 --- - .. = -__==�—i ---_ BSA I� A BOLTING PROCEDURE FOR DIMENSION POST SIZE COLT SIZE AND TORQUE A B 0 0 E t1 .E'S'R Z f/'-'-'—‘-'\, e�RRFAK—AWAY PLATE_ASSEMBLY SIGN POST/ W 12 2 26 61, l2 3% 1 / 1 yF %,I BREAK AWAY/// PLATE /^` 1 `a it Wj �� I rH P T E ?ID, 5 ANT EONE FLAT w STEEL TOE p&.,-.,- uP�HEgBRI.EV0 PI��EH AVDTBEIRDE HBREA, W la Y 26 y, ° N 2y, 5y, INI % 3�/ 11/ I j(L TAN AEE ATrvO AIKEE AWAY PLC ES C r W 10 Y 22 46 F( lb 53 11}t 3, 3,/ 0/ 1 % IN/I2 Au T,GnT CONDITION WI I IS IN WRRNCµ TO iHETLANSNEP5B.OO E 90Li 005EN NGLE TB0LT EU TO THE PRBS[PIBED TREIIt AWAY W 8 Y Al VA 122', 2� 11/ 1 yA 0M STSTEAV SFr:TinN A —A DATA TABLES) A 9TSrEMA.i[C ORDER i0R0uE (SEE PLAiE W 8 Y IA Oh 12 y 3 11/ y, I/ 1 152 J BURR THREADS AT JUNCTION WITH NUT TO PREVENT NUT LOOSENING W fi A IS ° N 5 29 Ft Lb A 10 1% 11/ I/ W 6N 12 5 IN y 2y P/ R '/ /, Computer File Information ® o o O Sheet Revisions Colorado Department of Transportation 4,® 4201 East ado' 9042]""` 'co,. Phone 303 257-9540 FAN ]03 257 9219 Safety & Traffic Engineering KCM BREAK -AWAY SIGN SUPPORT DETAILS FOR GROUND SIGNS STANDARD PLAN NO Creation Date 07/04/12 In t ols SCL Date Comment, Last Madifmat an Date 02/0El/2017 Imbed, 0Na,d0 02/0B/17 Re Dimension D a Table for RIO Pasts S-614-5 Full Path NALA AAEAOI.MC/U,R Rylrn,FICOATFA MHI Rba1d4,,, S 614 05_1012 dgn a vgire1I,YTOST Sheet Nbge@4W228 Issued By Safety & Traffic Engneerng Branch July 4 2012 CAD vet r St for Ve Scale Nat 10 Scale UNts. Engl. LOT a t POST WEB POST WEB AND PLATE AND PLATE i Jf ILL L� STEEL SIGN POST 1t2r I IlJ -.1—,_L- LAT L��N�--L»I �^ �r—Ir Y. POST F�' /I e1 ��'% iii _ — F t HHHH —: •' ' iIIIII WASHERS ��NWsn NUT YYU WEB ANDt•L FLANGE CUT ' H I e1 e3 - - iT a _ ₹oW d1 II i H �I I el '?7- I .. L WPLICA2LE SIGN S ;N PM'EL ATTALIME! •A SPLICE PLATE DIRECTION FUSE _, Y _x,N R_ Y 1-- PLATE SPLICE PLATE DETAIL OF TRAFFIC FUSE PLATE DETAIL DETAIL A - SIDE VIEW .HOLE DEMETER=TIT r POST CUT 3'/ FROll B, USE HIGH STRENGTH BOLTS WITH HEY HEAD AND HE] NUT WITH ONE FLAT WASHER UNDER EACH TYPICAL FUSE AND SPLICE PLATE HINGE DETAILS PANEL GN [a1 PAYEL SI1=1 FUSE PLATE 1 ( SPICE PLATE STEEL SIGN POST DIRECT DETAIL A OR P� UCE PLATE FUSE PLATE DETAIL N OF TRAFFIC TYPICAL SIDE VIEW TYPICAL PROJECTED VIEW FUSE AND SPLICE PLATE HINGE DATA TABLE FUSE PLATE AND POST COPE FUSE PLATE AND POST COPE SIZE POST F G IT a R L u x 01 e2 12 13 ErFABRICATION NOTES W 12 A 26 6 3 I'/4 6'/ 31/2 1/ 13/35 134 '3344 I}(F VI 'A / 0. 21/2 ALL HOLES IN FUSE PLATE AND POST FLANGE W 101 16 6 ] Ih 5% 2/11/2 'y3 I% '3/41 I'/ h }(4 Y. fi 2„ h HOLES Di DRILLED /EL OTHERS ICH IT NSHALL OTIERS AT BE PUNCHED BURR W 10 a 22 6 3 Ih 5Y, 2y, 11/2 °k TUT 'I(4 C/ h % A OA 2h WRENS AT JUNCTION WITH NUT TO WRENS PREVENT NUT LOOSENING W B 1 II 5'/ 2'/ 11/2 5/ 2(4 1/ / IV, '3/4 I h ii 14 Ox 21/4 ASTH A441 ASIN 572 GRADE 50 OR W 8 z 18 5 2h 1'/ 5/ By 1'/ Y 1'/ I'/ 1/ 3/ it if ON 2'/ ASSN ASAB T I I£ SUBSTITUTED FOR MSHTO Y2]0 (A5TY A]09)GRAOE ]fi W ET 35 5 2h 1'/ 6 0/ I'/ 3 1'/ "/4 1'/ 3/ / 3/ ON 21/4 AT THE OPTION OF THE FABRIEATER STEEL LLSEO SHIlL HAVE AN ULiIYATE TEXSIE W 6 1 12 4'/ 2 1h 4 2'/ g '/ 1 R. 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STRENGTH NOT TO EXCEED Al RSI Computer File Information C Q Q Q Sheet Revisions Colorado Deportment of Trans ortation P 4201 East Arkansas A en e W Denver Colorado 80222 Pilo a 303 757 954] FAN ]0]-]5] 9219 Safety & Traffic Eng neenng KCM BREAK -AWAY SIGN SUPPORT DETAILS FOR GROUND SIGNS STANDARD PLAN NO Date Comments2 creaean Date 07/04/12 Into: sal S-614-5 Lost Nod f cotton Date In t ale FOOPotS .. colOedeaal,.INAdrWy/UeFU/trelIETeloNAWayan CAPR{IpAne 5 614-05_]ef2 dgn Sheet NR10215f228 Issued By safety & Traffic Engineering Branch July 4 2012 CAD Ve, UOPNcaStaOon VS Scale Not to Seale lints Enysn SIGN y{ PHYSIC GORE CRESS -HATCHING LINES WHITE B TOE AT 25 THEORETICAL GORE POINT 300 OPTIONAL CHMNELIZINC LINES WHITE B WIDE IS WHITEE8 D LINES VARIES WHITE 8 WIDE YELLOW 1 WOE OPTIONAL DECEL LANE EDGE LINES WHITE 4 WIDE OPPOSITE GONE SIGN INSTALLATION VARIES CORESIGN WHITE 4 WIDE EDGE LINES YELLOW 4 WIDE WHITELI4NESWIDE EDGE YELLOW 4 WIDE.--\ FULL WIDTH LAM DOG OPTIONAL - LANE DROP AT EXIT RAMP TAPER CHANNELIZING LINES \LAM LINES WHITE a WIDE WHITE 4 WIDE PARALLEL DECEL LANE LANE DROP LINES WHITE 0 WIDE DOTTED EXTENSION OF RIGHT EDGE LINE WHITE 4 WIDE ACCEL 4ARWIDEE NE5 WHITE ACCEL LANE LINES WHITE + WIDE LAVE DROP LINES EDGE LINE WERE B WIDE WHITE 4 WIDE BEYOND SHOULDER CONVERGENCE VARIES LANE LINES WHITE, 4 WIDE WHITE 4 WIDE EDGE LINES .-YELLOW 4 WIDE LANE LINES CNMNEUNIWO LINES • �TE 4 WIDE , '—YELLOW 1 WIDE WHITE 4 WIDE WHITE B WIDE EDGE LINES PARALLEL ACCEL LANE HITE4 WIDE ML WIDTH EDGE LINES LAVE —3� ELLOW A WIDE LEXGTH MINIMUM WHITE 4 WIDE EDGE LINES YELLOW 4 WIDE CHA▪ N▪ NELIZING LINES \ LANE LINES WHITE 8 WIDE WHITE A WIDE TAPERED DECEL LANE VARIES EDGE LINE YELLOW 4 WIDE \ ` GORE SIGN —I l EDGE LINE WHITE 4 WIDE \\ \WHITE A WIDE HMNELIZING LINES U EDGE LINES WHITE 8 WIDE LANE LINES EWHITE 4 WIDE LLOW A WIDE DECEL RECOVERY ZONE WHITE 4 WIDE EDGE LINES\ YELLOW 4 WIDE \1\\ GORE SIGN\ WHITE 4 WIOE----)‘ LOGE LINES YELLOW 4 WIDE CHMNELIZING LINES WHITE B WIDE LANE LIAES WHITE 4 COE TAPERED ACCEL LANE (YIELD SIGN OPTIONAL) END OF RAMP CURVE WHITE LINE4 WIDE CHAMELIZING LINES WHITE 4 WIDE EDGE LINES WHITE B WIDE YELLOW 4 WIDE NO ACCEL LANE (REQUIRES YIELD SIGN) CHMNELIZING LINES WHITE 8 WIDE Computer File Information Creal an Date 07/04/12 On DRAIN SCL Lost Mod l cat on 0 t O2/OB/I7 In t Als MBHnt Full Path cdaedaeal NTGni eryn Alpo/ImlFrs-d< avayl<ns ,Gingyeng„RAW8ome S 627 01 tlgn CAD Vey MARANIal on RN Scale H 1 td Scol< W is E NINE 300 OPTIONAL LANE CROP LINES' LANE LINES 8 WHITE WIDE WHITE 4 WIDE COMBINATION ACCEL-DECEL LANE Sheet Revisions Date Comments QED 02/08/17 URGSRE� 19 ≥"T HO iINVIUHU AD IVES 1rArcD LINE DRw rD ACCEL LMEX L DELC.T E onENSION IN COMB ACCELUECEL [MANSIONS IN PARALLEL ACCEL WHITE 4 WIDE EDGE LINES YELLOW 4 WIDE /WHITE 4 WIDE EDGE LINES .....,-YELLOW 1 WIDE W ATE I IDE EDGE LINE$ YELLOW 4 WIDE TYPICAL ENTRANCE AND EXIT RAMP MARKINGS Colorado Department of Transportation 4201 East MKansas ANenue Penner Caldratl9 80222 AL Phone ]D} 757 954} FAX ]0} 757 9219 Safety & Traffic Engineering KCM GENERAL NOTES 1 CENTER LINES BROKEN YELLOW 4 IN WIDE 10 FT SEGMENTS WITH 30 FT GAPS SOLID YELLOW 4 IN WIDE THESE LINES SEPARATE ADJACENT OPPOSITE DIRECTION TRAFFIC LANES DOUBLE LINES SHALL BE SPACED 4 IN APART 2 LANE LINED BROKEN WHITE 4 IN WIDE 10 FT SEGMENTS WITH 00 GAPS SOLID WHITE 4 IN WIDE THESE LINES SEPARATE ADJACENT SAME DIRECTION TRAFFIC LANES A SOLID LINE MAY BE USED TO DISCOURAGE LANE CHANCING WHILE TWO PAANLEL SOLID WHITE LINES ARE REQUIRED TO PROHIBIT LANE CHANGING 3 HOGE I INES SOLID WHITE OR YELLOW EDGE LINES SHALL BE 4 IN WIDE ELLOW EDGE LINES SHALL BE USED ONLY FOR LEFT EDGE IN THE DIRECTION OF TRAVEL OF DIVIDED STREETS AND HIGHWAYS (SEPARATED BY OTHER THAN ROADWAYS PAINTER MEDIAN) AND ONE WAY (INCLUDING RAMS) EDGE LINES ARE NOT CONTINUED THROUGH INTERSECTIONS AND ARE NOT BROKEN FOR DRIVEWAYS CARE MUST BE OMEN TO AVOID EDGE LINE APPEARING AS LANE LINE ALONG ROADWAYS WITH WIDE SHOULDERS AND/OR CLOSELY SPACED DRIVEWAYS 4 DOTTED EXTENSION LINES BROKEN WHITE WIDTH MATCHING THE LINE BEING EXTENDED 2 FT SEGMENTS WITH 4 FT GAPS THESE LINES ARE COED TO DELINEATE THE EXTENSIGN OF A LINE THROUGH Al INTERSECTION OR INTERCHANGE MEAL 5 CHANNFi MSG I INF, SOLID WHITE 0 IN WIDE THESE LINES ARE USED WITH ACCELERATION -DECELERATION LANES PAVEMENT WIDTH TRANSITIONS MD LEFT-RICHT TURN SLOTS DR ISLANDS V CHESS HATCHING I INES SOLID WHITE OR YELLOW 8 IN WIDE 45 DEGREE DIAGONAL SPACED AT 25 FT INTERVALS THESE LINES ARE OPTIONAL AND MAY BE PLACED AT LOCATIONS INDICATED ON THE PLANO OR DETERMINED BY THE ENGINEER YELLOW SHALL BE USED FOR PANTED MEDIANS BR PAVEMENT WIDTH TRANSITIONS ONLY OPTIONAL DIAGONAL SHOULDER MARKINGS SHALL BE SOLID WHITE BIDSPACED AT INTERVALS OF 20 FT MINIMUM TO 100 iMAXIMUM 7 PARKING LINES SOLID WHITE 3 IN WIDE DIAGONAL OR PARALLEL AS SHOWN ON THE PLANS OR DIRECTED BY THE ENGINEER B STOP LINES SOLID WHITE 24 IN WIDE -EXTEND PARALLEL TO INTERSECTED ROADWAY ACIROSS ALL APPROACH IMES OR AS INDICATED AT LOCATIONS ON THE PLANS LOCATE AI THE DESIRED STOPPING POINT NOT MORE THAN 30 FT NOR LESS THAN 4 FT FROM THE NEAREST EDGE OF THE INTERSECTED TRAFFIC LANE 9 I VALE HRnP / NIX I INES BROKEN WHITE 8 IN WIDE 3 FT SEGMENTS WITH II FT GAPS THESE LINES SHOULD BEGIN 2600 FT IN ADVANCE OF THE THEORETICAL GORE POINT TO DISTINGUISH THE LANE DRIP FROM A CONTINUOUS LANE THE CHMNELIZING LINE NAY BE EXTENDED APPROXIMATELY 300 FT UPSTREAM PAVEMENT MARKINGS (CONTINUED ON SHEET NO 2) STANDARD PLAN NO S-627-1 Issued By Safety & Traffic Engineer ng Branch July 4 2012 Sheet NbgeNfRa EDGE LINE WHITE,4 CCE _ CENTER WES rtuDW 4 ¢ E.MITE L4AR w NE EDGE LINE WHITE 4 216 LANE INC WAIF 4WIDE-. .F LIME 4 WOE CENTER IDES .11➢W 4 CM L E LIRE AHTE[ 4 TOE _ E06 LINE WHITE 4 WILf TWO LANE HIGHWAY LAUDE LINE OA wl` 1 tD a CENTER LINE W1E_ F p^GE 6 YE1,100* w 4 IOC OE1ENT W EOLE LPE 4 WM 1 �-F-B lD 12 MIMED. LINES ARE NOT TO BE USED MN TRAVELED WAY IS LESS TM 20 FEET NO SHOULDER DR UNSURFACED SHOULDER a LANE UK D1 _ LDER CENTER LIRE WNIIE+ -P' DR YELLOW 4 WIDE FOUR LANE UNDIVIDED HIGHWAY ECCE *5112 2 WIDE' A LI E a CENTER LINES _ 121,1114 ICE cur LINE 4 WIDEN DE MNMAGWIDE WAR C LINE LAC LINE ' EDGE 4 COr °ITC,4 CDCy EDGE LIRE WHITE 4 WIDE EDGE LINE WHITE 4 WIDE, FOUR LANE PAINT DIVIDED HIGHWAY tAE LINE CENTER LINES E 4 COE f YELLOW 4 W10E�— —�-�f— CFNLEW LINES t-MEDIANVARIES ••••.• .•._ CENTERLLOW 4 TOE LINE 'MITE 4 WIDE -r EDGE IINE WAIF, 4 WIPE EDGE LINE (MITE 4 WILE, FOUR LANE DIVIDED HIGHWAY SHOULDER SURFACED HIES ]b i0 IOb /A,/ Ye - EDGE LINE WITH OPTIONAL DIAGONAL SHOULDER MAR GENERAL NOTES (MITINED F.+ SLEET 140.11 10 PCCFL L.WF I ONES BRL/EN WHITE 4 IN WIDE 3 FT SEGMENTS WITH 12 FT GIPS THESE LINES OSLO BE USED MERE TWO T1121 LANES ER A ICCEL LANE MERGE INTO ONE THRU LANE ° wm IL y DER R0500AL0 LINES iEN�IREm*12111 OF PAYEE.NIDE F41W1 NO /OVIKEISTOPYPE LINE IS PRO01002 1504FASE THE MOTH 6 TIE CROSSWALK LINES TO 24 IN THE DISTANCE BETWEEN THE LSO 0INECIE0 MWEVER II 00 CASE USUALLY DETERNIPEO Y91ALL TTHE HIS BE LESS EHMII 6 iT EOSSS*ATNS SKILL Et AVM SOLO 0011 1 P INTERSECTIONS IK010E MD 8 FT TO 10 FT La1G FOR UNGITWINAL LINE TYPE A (LIMO IN THE Ft. OR AS DIRECTED BY ilE ENGINEER 1 DANCER VACES 12 w61D.ARROW AND SYNOD_ MARKINGS iHELialtARRiL2111Em wOa i .1. 2 VEUFROCEYA0tIRG4 .a PTED BY IK FEDERAL HIGHWAY AGMXISTRATIa1 KING 1] MERGING TAPER LENGTH L-0IH1UM LENGTH 6 TK R. Emm 4'216 S POSTED EEO 1411O i i185MIPEGHRCSSTILEE�C[0 01 0212 05 RKnC —�� W WIDTH TRANSITED.° ] xTYP CWSVN11SAG LINES \\ MITE* WIDE TYPICAL TWO WAY LEFT TURN LANE APPRO. 10 DOOM .CIWAI (LENGTH VARIES) mE / 11LAE Yil- CDC" xA CEM A LINES IEILOW 4 WI6 - rc4DW T0.6 LIE 4 MDE - - G 4� a y 21010.4 WIDE/110/4 _, F MERGING TAPER LENGTH MOSS HA101312 IDOLS *2 11 sly —ADnMIEst-ll DIVIDED ROADWAY LOLESa WIDE EDGE LIE miTE 4 COE _ EDGE LINE HATE 4 216 LA. LIVE SRm CENTER LINE 507 MIN LOGE EDE MIT 4 16 NE LWIE ER YELLOW 44 IDES CENTER 1 IIDEE TO LD, 4MIOE—`r — � uK 1.11NC EDGE LI. °(TW OTE 4 WIDE i-D/4-. SING TAPER LENGTH -41 LINE man 4 v.S DIVMlE51 --h- UNDIVIDED ROADWAY - CASE 1 WIPE 1RANSITICN LLLOW e8 LINES YELLOW FORMA, FOR SPEED 45 WH OR MORE L = s w FW SPEED 40 MPN DR LESS, L=�� IA TRANSITICA LINES MID YELLOW 8 IN WIDE 10E0 11110 ARE IISE0 WHERE *01110100 PLC 01 pu1S1005 1110112102 a*1 TKAPLR00 00 K 2151021 O1 1110 15 SPEED ME.URING MARKING SKID WHILE 21 VL EXT.! 4 FT FROM LIDSICE 6 EDGE LINES ON 9DII D/4 UNDIVIDED ROADWAY - CASE 2 • 'CIE D 6 TIESTMCE FRP" NE LW IIERGING TAER FOR .ENGISNF101 102 2CA 100 BEGINNING THE VALUE REGARDING 0001SI GN ORkf CENT m111A 16nQS4 TABL N2C 4 v. T�WFFIC Ma SPEED FOOTNOTEEa2 RECMDAG TILN MO PICAL 585011CHANCLIC10P6 TYPICAL PAVEMENT WIDTH TRANSITION MARKINGS LEGEND Or Mon IT el Computer File Information Greaten Dale 07/00/10 ln1as KEN Last 520/1501,00, Dote 02/08/17 In t als 0Bhat Full PalM1 airadadel nlSACWP/velfr/B IN w-stoevdylar a QAWM4IF}ASIPfne S 827 01 dgn CAD Vel MeroSlalan VA Seale Nat le Scale Wt Eny101 CiCD Sheet Revisions Dote r Comm* Is 10/18/12 02/08/17 ADDED sOE NOTES CN 0' 00011E AD050 LE6.sa WONTED Waa TRANSITIDR TO NMI.' Colorado Department of Transportation 4201 East Arkansas Avenue Denver Colorado 80222 PM1one 303 757 954] FAX ]0]-757 9219 Safety & Traffic Engineering KCM 4' Cb) PAVEMENT MARKINGS STANDARD PLAN NO S -627-I Issued By Safety 'M Tralla Engneering Branch July 4, 2012 Sheet Ni9Dse6RF8 EDIT LINE W ITN GD WIDE ITN 1 WIDE\ LENTER LINEN fLLOw 1 Siff ` 0 EDIT LINE W ITN 4 WIDE EDGE LINE E 4 .E pANNELRrG LINES MaL LN✓W LINES ICTE 0 IDE \\ IRTE 1 TOE— KCEL lxl HNI0M 11N wieE� �, SEDGE L4NEW10� —� L. LINES SMITE E WIDE WHITE 4 WIDE` CENTER LINES YELLOW 1 WIDE SEDGE LINEwIDE 016E LI IiE 1 WIDE `_ CEXTEfl L1 IDINEN ELLOW E DECFL CHAWEVN LINEN lE W NE E GE TE1,DE SHOP LINE ITE]1 WIDE r DECEL LANE --' EDGE LINE f a WIDE YELLOW 4 DIOE �EE0GE LINE IIE 1 SIDE WVKV,:lf LIMES ITN R IDE h h [f ` VNIIg WII:E -rtLL0W DNMWE CEL CHMAELIEING LINE 8 WIDE WHITE (5400 LINE HNIIWLWL WHERE TAPER IS PROVIDED) NINiNM SMILLA E ELI1N SITE CEL LNiE L11E5 ITN { NE RILE LINE ELLOW a WIDE �EEDGE LIRE IrE V WNE l WHITE 1 WIDE i---�. c TEE LINES Yivaw 4 IIE [CAVNELIIWTION LINE TN a ION cEL LEWD arcs ExnrtELi"EwmE nE 1 mE �MIfLI3EMC LINEN ILE B IIE ACCEL LANE TYPICAL INTERSECTION MARKINGS CMANELIIING LINES WHITE 8 WISE PMxTg° DOTTED EXTENSION LINES ( / YIELD SIGN (CPTIDNEI Sim LU E wgiE 31 SIDE ENTER LINES YELt9N 1 TOE TYPICAL ISLAND MARKINGS SEDGE LINE ar,1 wIHE =vv. WHITE ]HIE WIDE EHGE LINE /WWTE 1 WIDE ITL% II"EI DE ..."--EDGELINE wnlif 1 wiOC CVI BIIWIDELINE5 SMITE MEI" isL"wm -CNWvCLIDING LINES W ITWSOWUx ELAVD CRISSwN.x LINES 6 NISI. TYPICAL TRANSVERSE LINE CROSSWALK MARKINGS TYPICAL CONTINENTAL CROSSWALK MARKINGS CROSSWALK LINE DETAIL X11] TO ]4 NINA I Ii LEGEND —P Direction of Tra d INTERSECTIONS, ISLANDS AND CROSSWALKS CROSSWALK NOTES O TENTEDC SS NDt CPRNLWDW0EDPCENTER ON SIGNS POLES WHEREVER PRACTICAL ® HDDTLr ON LATE CENTER DR CHNWELRIDG Q CENTER OR EXTENDED FLOW LINE ® CENTER BETWEEN MIJKEET LINES Q ODES OWE Si1KEERv TO 40PR4MMWIE Computer File Information Creation Date 07/04/12 Initials JSW Last Modification Date 02/09/17 In l als MBhat Full Path r. ottlaz N Wt raelwary/tr Ire/iraffe-s stand Owl 9B54YWPha)9o44pine S 627 01 den Ca Ver MDT0ST0L on VWI Scale Nat to Scale Un le Englsh CUD Sheet Revisions Date Comments 02/09/11 UPDATE L. DRLD L . LEGEND UPDATE L. ISLAM MADIDI0S L ADDED LOO TO ACLU L., LPDATI0 CUL.. TO CROSSWALK Colorado Department of Transportation 71201 East bkansas A n e Den er Colorado 80222 Phone SOS 757-9540 FAX 703 757 9219 ;CO Safety & Traffic Engineering KCM PAVEMENT MARKINGS STANDARD PLAN NO S-627-1 Issued By Safety & Traffic Engneerng Branch July 4 2012 Sheet 1915gq rE128 SEE DETAIL A (TYPI r/.s EDGE LINES — l6dJ LENTEN —LINE TWO - WAY ROADWAY N MEASUREMENT WARNING SHOULDER I r I EDGE LINE TRAVEL LANE DIRECTION OF TRAVEL NEE, MULTI - LANE DIVIDED HIGHWAY DETAIL A TYPICAL SPEED MEASUREMENT MARKING HANG LINES WH ITE R 6 WIDE I I NOTE THIS CONFIGURATION SHOULD ADO BE USED WHERE THERE ARE MORE THAN TWO TURN LANES. W ANNELIZING LINES WHITE B WIDE TYPICAL DOUBLE LEFT TURN MARKINGS MITE STOP LINE STALL BE PEALED UPSTREAM DE THE LEFT TURNING POI II I I II DESIRABLE TURNING RADII NDT LESS THAN 50 FT VERIFY RI011 MEETS DESIGN VEHICLE REOOIREM NTS LINES SHOWN ARE NOT A PAVEMENT ARMING AND DEPICTS VEHICLE MOVEMENT STOP LINE TYPICAL STOP LINE PLACEMENT LEFT TURNING P01 Computer File Information CANOE on Date 07/04/12 In pals SCL Last Mad Inca en Date 02/06/17 Ina als MBhat FuliPnih ncADAEaaalmfaAtsan/Iralrc/ValNtsslmdve ANns AWANEE ,8ACNNPfnc S 627 a1 09 CAR Ver Vera.. an V& SODA Not to Scale tints E,,115 Sheet Revisions Date Comments CZ) 02/06/17 <A�a. It,t Colorado Department of Transportation 46.7 Safety & Traffic Engineering KCM 0201 East Arkansas Oren e Denver Colorado 80222 Phone 303 757 9543 FM ]0D 757-9219 PAVEMENT MARKINGS STANDARD PLAN NO S-627-1 Issued By Solely 6 Trolls Engneerng Branch 7dy V 2012 Sheet Nt59.446PB2e STOP LINE r> tit r V THRU LANES r) LANE DROP STOP LINE STOP LINE t t V THRU LANES 0 t l t POCKET LANE DOUBLE TURNING O ARROW PLACEMENTS AT INTERSECTIONS (;FNFRAI Nf1TFC 1 THE SPACING, IN THE TABLE APPLIES TO LEFT & RIGHT TURN LANES 2 WHEN ONE (1) ARROW IS USED, IT SHALL BE PLACED AT THE BEGINNING OF THE FULL WIDTH TURN LANE, OTHERWISE USE THE TABLE BELOW FOR ARROW PLACEMENT LENGTH (U NO OF ARROWS PER LINE SPACING (5) La 2D0 2m 350 350 650 650 950 NA 3 4 S 950 EVENLY SPACED BETWEEN 150 300 9 (LENGTH) MID S (SPACING) PROVIDED IN THE TABLE ABOVE WILL HELP DETERMINE THE RINSER OF ARROWS NEEDED PER LANE I F1FNl Direction of Travel Computer File Information Creot an Date 02/08/17 In talc What Last Mod f cation Date Initials Full Path ee DANN.. nla/varvy/ball cArolra-aslaeortrplmr a NTh'nNEf14s41Afne S 827 01 dgn CAD Vc 2cr SI to V8 Sc I Net le S of Ur Is Engl. Sheet Revisions Dot Comments Colorado Department of Transportation 43, 1>< w Safety & Traffic Engineering KCM 4201 East Arkansas Avenue Denver Colorado 80222 � P6o a 303 757 9543 FAX 303 757 9219 PAVEMENT MARKINGS STANDARD PLAN NO S-627-1 Issued By Safety 6 Traffic Engineering Brooch July 4 2012 Sheet Nbgel3fn lR 1 r^ 114 6 3 ^il AREA = 16 1 SQ FT -134 I- 53 L us AREA = 12 1 SQ FT Tr\Th L ID T 4 --I AREA = 27 5 SQ FT AREA = 39 8 SQ FT EDGE OF PAVEMENT OR LAVE LINE VARIES 1 83 CENTERED 1 VARIES LANE LINE 18-0 59 �/ y 1�-' 14 31 4 h AREA = 58 SQ FT FL[111 L 6 6 .L[if O FLU" 810 TV TO TV IL IA —e{ 4 6 I^ 4 I-- 6 4 T T ^� T r D Left e ----I I- 8 --I OUL TB LU 146 le— II4 1 —LANE SCHOOL STROKE = 8" 2 —LANE SCHOOL 6 4 t3 3 28 O 0I 3 1 —el 4 2 f^ 4^ 3 3 —I 24 k3 AREA = 11 9 SQ FT AREA = 10 SQ FT WHITE 3 STROKE WIDTH (BORDER MAY BE 4 STROKE w1OTHI PAVEMENT MARKING WORDS AND SYMBOLS (/• .CE 0005504 Cr TwWs1 C _ WPROICII B). TYPICAL APPROACH EDGE TAPERING VIEW 20 40 F6 HMCIS DoenM, OF MAUL TYPICAL APPROACH EDGE TAPERING PROFILE VIEW -N- BLUE L WORD AND SYMBOL NOTES IF HEIGHT IS INCREASED OR DECREASED THEN ALL MEASUREMENTS CHANGE PROPORTIONATELY EXAMPLE MEAAWEMENT FOR STOP IS REDUCED TO 4 FROM B ThEN SQUARE FEET = 5 75 C/ OF 23 0 SO FT I PAVEMENT WORD AID SYMBOL MARKINGS TRANSVERSE AND LONGITUDINAL (CONTINENT/LI CROSSWALK LINES AND STOP LINES WILL BE PAID FOR IN SQUARE FEET USING THEIR SPECIFIC BID ITEMS LETTER SPACING SHALL BE 8 INCHES EXCEPT FOR THE LETTER A WHICH IS 6 INCHES USE THE MARKING WORD BIKE IF 6 FT TO 8 FT BIKE LANES AWE INSTALLED TAPERING NOTES ALL PAVEMENT RAINING APPROACH EDGES FROM THE VEHICLE DIRECTION OF TRAVEL SHALL BE TAPERED USING A PUTTY KNIFE OR SIMILAR TIES_ DESIGNATED PAYMENT AREAS FOR THE FOLLOWING 15 * AND 5 DIMENSIONS PAY H = 4' WORDS BIKE 55 SOFT LANE 60 SOFT ONLY 60 SOFT XING 50 SOFT H = 8' WORDS STOP 230 SOFT XING 100 SOFT ONLY 125 SOFT LANE 225 SOFT MEAD 290 SOFT 611E 210 SOFT BUS 185 SOFT HWY 165 SOFT SCHOOLIILI 330 SOFT TIM 220 SOFT SCICELIIL) 850 SOFT FED 175 SOFT NORTH 306 SOFT SOUTH 285 SOFT EAST 22 SOFT WEST 237 SOFT TYPICAL LETTER MEASUREMENTS r- 1 H -5 H=HEIGHT H=8 H=4 = 410TH W =I 3 4 TO 1 4 W = 4N TO XX S STROKE 5=38 TO 0 5=I9 TO 2 Computer File Information Great an Date 07/04/12 I ItIEs SCL Last Marl fcat en Dote 02/0B/17 In ties Mallet F II Path ve calaradotlalnlNA5ruy/vefh/4aIlk-s-slvdertplmv SSHRRPTIN&I194-0IWIe S 627 01 dg CAD V r Mc °St tan VB S de N t IA Sc. Uri.. Engl. Date Sheet Revisions Carnme is CED O 02/08/17 KOD It44.4 91,4 .60 60 0065.5 Colorado Department of Transportation 020! East Arkansas Avenue Den er Colorado 80222 at......_. Phone 303 757 9543 FAX 303 757 9219 Safety & Traffic Engineering KCM CO PAVEMENT MARKINGS STANDARD PLAN NO S-627-1 Issued By Safety & Traffic Engineering Branch duly 4,2012 Sheet Nboel'& W° ELONGATED INTERSTATE ROUTE SHIELDS r 15' 6 V 20 ELONGATED COLORADO STATE ROUTE SHIELDS I� 6' -j ISM 95 ELONGATED US HIGHWAY ROUTE SHIELDS T s ► 6' 36 16' c'e: 20' t JA 20' 2! 1 95 9 36 20' ► I' DESIGNATED PAYMENT AREAS FOR tHE FOLLOWING ROUTE SHIELDS & CARDINAL DIRECTIONS DIMENSIONS PAY: INTERSTATE 6'X 15' - 75 SO.FT 8' X 20' - 128 SQ.FT. COLORADO STATE 6' X 15' - 90 SOF' 8' X 20' - 160 SOFT US HIGHWAYS 7'x 16'- 112 SOYT 9'X 21'- 189 SOFT. CARDINAL d'X I0'- 80 SOFT. 9 X85 10' 9'X 10' - 90 SO.F t EAST r r GENERAL NOTES DIMENSIONS ELONGATED ROUTE SHIELDS SHALL BE AT LEAST 8':20' WHEN USED ON HIGH SPEED ROADWAYS ;55 MPH OR MORE). PER FIGURE 38-25 OF THE 2009 MUTCO ELONGATED ROUTE SHIELD COLORS SHALL CONFORM WITH THE STANDARD HIGHWAY SIGNS AND MARKINGS BOOK. 2. CARDINAL DIRECTIONS USE CARDINAL DIRECTIONS WITH WHITE ON BLUE WHEN USING INTERSTATE ROUTE SHIELDS USE CARDINAL DIRECTIONS WITH BLACK ON WHITE WHEN USING EITHER COLORADO STATE OR US HIGHWAY ROUTE SHIELDS. CARDINAL DIRECTION MARKING WORD SYMBOL FROM PAGE 7 OF 8 MAY BE USED INSTEAD OF PLAGUE CARDINAL DIRECTIONS (WHITE LETTERING ON BLUE BACKGROUND) 8' IC' 1 P ES1 9' 10' L SO V i 9' CARDINAL DIRECTIONS (BLACK LETTERING ON WHITE BACKGROUND WITH BLACK BORDER) EAST 8' 4- WEST ELONGATED ROUTE SHIELDS & CARDINAL DIRECTION MARKINGS Computer File Information Creation Date: 02/08/17 n'tcols: Mfihct Last Modification Dote: in ticls: r ii Path: ww.coloradodot nloAibrary/Iralfic/Iraltrc-s-stonoora-plans cycgtvne: S-627-01.dgn CAD Ver : MicroSlebon V8i Scale: Not to Stole Units: English 0 Cl Q Sheet Revisions Comments Colorado Department of Transportation 4201 East Arkansas Avenue Denver, Colorado 80222 Phone: 303-757-9543 FA(:303-757-9219 Safety & Traffic Engineering KCM i0' ► 9' SOUTH 4- ► PAVEMENT MARKINGS issued By: Safety & 'ratfic Engineering Branch July 4, 2012 t 10 9 NPTH STANDARD PLAN NO. S-627-1 Sheet NN9!tic8 V2 MILE 300 500 1/4 MILE a- I < TYPICAL SHIELD PLACEMENT tA5 DIRECTED BY THE ENGINEER 300 500 1/4 MILE 1/2 MILE 1 earr- TAPER �a D TYPICAL SHIELD & OPTION ARROW PAVEMENT MARKING PLACEMENT SAS DIRECTED BY THE ENGINEER a- TAPER D/2 s SHIELD LAYOUT DETAIL J' VARIES VARIES AO 60 40 60 40-60 LEGEND Urea., of Travel vet — D/2 - D/2 TRANSITION LANE MARKINGS THRU LANE DROP MARKINGS THE DISTANCE FROM THE PAVEMENT WIDTH TRANSITION SIGN (W4 2) TO THE BEGINNING OF THE TRANSITION TMER LANE REDUCTION TRANSITION MARKINGS Computer File Information Creni on Date 02/08/17 I It ols M85a1 Last Mod f cat on Dote In eels F IIP OH colorodedot otoo9ray/4afre/iralre NstoNvd-iITs NBgWMg,kmen9l,ene 5 627-01 den CAD Her VcraStat on 48 Scale Not to 544.4 Bnis Englsq Sheet Revisions Date Comments Colorado Department of Transportation 7.201 East Arkansas A ewe Denver Colorado 80222 Plume 303 757 9543 FM 303 757 9219 Safety & Traffic Engineering KCM PAVEMENT MARKINGS STANDARD PLAN NO S -627-I Issued By Safety & Tref4c Englneerie Broth Dry 4 2012 Sheet NZ994T.P826 GENERAL NOTES 1 ALL CONSTRUCTION ZONE TRAFFIC CONTROL DEVICES INCLUDING BUT NOT UNITED TO BARRICADES SIGNS ARROW PANELS FLASHING BEACON (PORTABLE) µD CHAYNELIZING DEVICES, SHALL BE FURNISHED INSTALLED MAINTAINED (INCLUDING WASHING) REPLACED IF DAMAGED REMOVED WHEN TEMPORARILY NOT IN USE µD RETURNED WHEN REQUIRED RESET AS NECESSARY ELAINE THE PROGRESS OF CONSTRUCTION AND REMOVED ENTIRELY WHEN THE PROJECT IS COMPLETED ALL DEVICES SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE ATSSA QUALITY GUIDELINES FOR TEMPORARY TRAFFIC CONTROL DEVICES G FEATURES 2 WORK ON THE PROJECT SHN.L NOT BE STARTED UNTIL ALL REQUIRED TRAFFIC CONTROL DEVICES µE IN PLACE AND µPROVED BY THE ENGINEER 3 WHEN SPEED LIMIT REDUCTION IS REQUIRED SUCH REDUCTION SHALL RE IN OCCORDWICE WITH COOT FORM 565 AUTHORIZATION µD DECLARATION OF TEMPORARY SPEED LIMITS WHEN A CHANGE IN µ EXISTING SPEED LIMIT IS REQUIRED THE R2 I SIGNS SHOW, ON THE SCHEDULE OF CONSTRUCTION TRAFFIC CONTROL DEVICES SHOULD BE INSTALLED AT THE LOCATIONS SHOWN ON THE TYPICAL CASES BY RD I( OPTIONAL) SIGNS Al ADVISORY SPEED PLATE (W13 IP) MAT BE USED WITH A WARNING SIGN WHEN THE MAXIMUM RECOMMEIHDED SPEED FOR CONDITION NAMED IS LOWER THAN THE POSTED SPEED LIMIT THE REGULATORY OR ADVISORY SPEED REDUCTION DISPLAYED SHALL NOT EXCEED 15 MPH PER SIGN INSTALLATION 1 µT TRAFFIC CONTROL DEVICE THAT IS DAMAGED WEATHERED WORN OR OTHERWISE DEEMED UNACCEPTABLE BY THE ENGINEER SHALL BE REPLACED 5 CONTRACTOR µD PERSONAL VEHICLE PARKING IS PROHIBITED WITHIN THE RIGHT -OF WAY UNLESS DESIGNATED ON THE PLANS OR APPROVED BY THE ENGINEER 6 CONSTRUCTION TRAFFIC SIGNS SHALL BE MEASURED BY THE FOLLOWING SIZES AND DESCRIPTIONS PANEL SIZE A PANEL SIZE B PANEL SIZE C 001 TO 900 SO FT (INCLUDING TYPE 1 AND TYPE 2 BARRICADES) 9OTTO IS 00 SO FT GREATER THAN 16 50 FT CONSTRUCTION TRAFFIC SIGN (SPECIAL) SO FT MAY RE USED FOR SOME PROJECT SPECIFIC INFORMATION SIGNS FOR DETAILED DIMENSIONS OF SIGNS WITH SIGN CODE SUNDERS SEE STANDARD HIGHWAY SIGNS µD THE COLORADO SUPPLEMENT THERETO SIGN LAYOUTS FOR OTHER SIGNS WILL BE FURNISHED IN THE PLANS TRANSMITTED TO THE ENGINEER AFTER AWARD DR MAY BE AVAILABLE UPON REQUEST WAD 5 WARNING SIGNS SHALL BE FURNISHED WITH EXCHINGEARLE PLAQUES READING RIGHT LEFT CENTER RIGHT 2 ETC AT NO ADDITIONAL COST 7 ALL WARNING µD REGULATORY SIGNS SHALL BE POSTED ON BOTH SIDES OF THE ROADWAY ON DIVIDED HIGHWAYS MULTI -LANE RAMPS ONE WAY STREETS AND AS DIRECTED BY THE ENGINEER EXCEPT WHERE ONLY ONE SHOULDER IS CLOSED (Ex CASE II ON SHEET 7) B ADDITIONAL TRAFFIC CONTROL DEVICES ADDRESSING FLAGGING SPEED REDUCTION ETC WILL BE NECESSARY FOR SET UP AND TINE SOWN OF MOST CASE APPLICATIONS DAILY WORK SITE ACCESS AND PAVEMENT MARKING REMOVAL µD INSTALLATION OPERATIONS Computer File Information Creston Date 07/04/12 Int ols KEN Last Modification Dale 12/B/I4 Initials KEN Full Path 2 elite/lei rY/Ir Ifc/lralfrN atWNWEPla s Nrq,Wpg,r,4gsylgne 5 630 01 dgn CAD Vet MHRStNMan VB Scale Not to Scale UnIN. English 9 BASED ON SIGHT DISTANCE µD OTHER CONSIDERATIONS THE FINAL IB FOR DETAILS ON BARRICADES CONCRETE BARRIER (TEMPORARY) VERTICAL PANELS µD LOCATIONS Of SIGNS ARE SUBJECT TO APPROVAL OF THE ENGINEER FLASHING BEACON (PORTBLE) SEE THE APPLICABLE STµDµD PLANS 10 IF CONSTRUCTION RELATED TRAFFIC CONGESTION BACKS UP BEYOND THE INSTNIEO ADVANCE SIGN SEQUENCE ADDITIONAL ADVANCE SIGNING SHALL BE PLACED BEYOND THE CONGESTION II ALL SIGN MATERIAL SHALL BE SOHO AND DURARLE TO THE DEGREE NECESSARY FOR MAINTAINING EFFECTIVE µD NEAT APPEARING TRAFFIC CONTROLS µ0 o SIGN PANELS MAY BE FABRICATED FROM PLYWOOD STEEL ALUMINUM DR OTHER SUITABLE MATERIAL b REFLECTIVE SHEETING SHALL CONFORM TO ASTM D4956 THE TYPE SHALL BE AS DESCRIBED IN THE STANDARD SPECIFICATIONS µD/09 AS SHOWN ON THE PLANS c SYMBOLS µD LEGEND SHILL BE OF GOOD WORKMµS11P (UNEVEN DR HAND LETTERING WILL NOT HE ACCEPTED) a PORTABLE OR TEMPORARY MOUNTING SHALL NOT BE CONSTRUCTED DR WEIGHTED BY µY METHOD OR MATERIAL THAT MARES THEM HAZARDOUS TO TRAFFIC e CERTAIN POST SIZES AND SHAPES REQUIRE A BRENT AWAY DEVICE SEE THE APPLICABLE STANDARD PLAN OTHER POST DESIGNS DR SYSTEMS REQUIRE THE SUBMITTAL OF µ FHWA LETTER OF A:CEPTµCE TO THE ENGINEER µD MUST BE APPROVED BY THE ENGINEER PRIOR 7 - TO THEIR USE 12 ALL CONSTRUCTION SIGN PLACEMENT SHALL BE RN ACCORDANCE WI. STANDARD PLAN TYPICAL GROUND SIGN PLACEMENT UNLESS OTHERWISE APPROVED SIGNS APPROVED TO BE MOUNTED ON PORTABLE SUPPORTS OR APPROPRIATE SIGNS MINTED ON BARRICADES MAY BE AT LOWER HEIGHTS BUT THE BOTTOM OF THE SIGNS SHALL NOT BE LESS THAN ONE FOOT ABOVE THE PAVEMENT ELEVATION ID SIGNS MOUNTED ON THE MEDIAN OF DIVIDED HIGHWAYS WHERE MEDIAN BARRIER IS IN PLACE MAY BE RELATED ON THE BARRIER WITH A SADDLE TYPE BRACKET IF THE BRACKET ALLOYS THE SIGN PANEL TO BE RUINED PARALLEL TO THE ROADWAY THE SIGN NAY REMAIN IN PLACE WHEN NOT µPLICARLE BUT LAYING THE SIGN PANEL DOWN IN A HORIZONTAL POSITION IS NOT PERMITTED IA TRAFFIC CONES SHALL BE AT LEAST 28 INCHES IN HEIGHT HOWEVER, THE MININLM SIZE SHALL BE 36 INCHES WHEN THEY ARE USED ON FREEWAYS AND EXPRESSWAYS, DR DURING NIGHT TIME WORKING HOURS THEY SHOULD ALSO BE 36 INDIES WHEN USED ON OTTER HIGH SPEED ROADWAYS (15 MPH OR MORE) WITH µ µT OF 6 000 OR MORE IS TYPE I BARRICADES SHALL NOT BE USED ON FREEWAYS EXPRESSWAYS OR OTHER HIGH SPEED ROADWAYS (55 MPH ER MORE) IN WHEN TWO wAY TRAFFIC IS RAGA➢ ON ONE ROADWAY OF A NORMALLY DIVIDED HIGHWAY OPPOSING TRAFFIC SHALL BE SEPARATED EITHER WITH CONCRETE BARRIER (TEIPORARY) OR WITH CHANNELIZING DEVICES µPROVED FIER THIS APPLICATION THROUGHOUT THE LENGTH OF TWO WAY OPERATION. THE TRANSITION DOES SHALL HAVE CONCRETE BARRIER (TEMPORARY) THE BARRIER SHALL BE TIED TO µ EXISTING STRUCTURE OR GUARD RAIL FLARED OR EXTENDED TO MEET CLEAR ZONE REQUIREMENTS OR FITTED WITH IN IMPACT ATTENUATION DEVICE 17 CHI/MEWING DEVICE SPACING IN FEET SHALL BE µ FOLLOWS e FOR TAPERS AND TRANSITIONS SPACING EQUALS THE NUMERICAL VALUE OF THE SPEED LIMIT (e9 45 MPH 145 FEET) Sheet Revisions 0 to Comments 02/06/13 SHEET 13 UPDATE TO 2009 MORD STD 02/26/13 NEED I UPDATE TO ran I 02/27/13 SHEET 4 UPDATE TAPER TO MUTES Si0 07/26/13 NOON S I0, 0 M 20 tlto V n rug 03/27/)4 6HT9 0 M IN ,JIWATEO'51SA5 NO TUNS 07/22/14 BEET I UPDATE TO LUTE 20 b FOR TANGENTS ALONG THE BUFFER SPACE OR wDRK AREA, SPADING MAY NOT BE GREATER THAN TWO TIMES THE SPEED LIMIT ( g N0 MPH -50 FEET TO LAO NET MAXIMLN) 19 FLOOD LIGHTS SHALL BE USED TO ILLUMINATE FLAGGER STATIONS DURING THE HOURS OF DARINESS UNLESS OTHERWISE APPROVED A TYPICAL LIGHT SHOULD PROVIDE THE FOLLOWING A FLEET DIRECTIONAL SWIVEL MOUNT QUARTZ LIGHT SOURCE (500 WATT MINIMUM) SELF SUPPORTING STAND WITH VARIABLE LIGHT HEIGHT FROM A MINIMUM OE EIGHT FEET ABOVE THE ROADWAY µD A POWER SOURCE IT SHALL ILLUMINATE THE STATION AREA µ0 A FLAGGER ESCAPE PATH BUT SHILL NOT PRESENT ANT GLARE TO TRAFFIC 20 FOR TEMPORARY PAVEMENT MARKINGS µD CONTROL POINTS FOB INSTALLING THOSE PAVEMENT MARKINGS FOR UNDIVIDED ROADWAYS THAT ARE BEING CONSTRUCTED UNDER TRAFFIC FUN, COMPLIANCE CENTER LINE LINE LINE MO EDGE LINE TEMPORARY MARKINGS SHALL BE IN PLACE AT THE END OF EACH WORK DAY IN ACCORDANCE WITH SECTION 62703102 FOR ADDITIONAL PAVEMENT MARKING DETAILS SEE STANDARD PLAN TYPICAL PAVEMENT NAR,RINGS DI BUFFER SPACE IS OPTIONAL. NEED )DST BE DETERMINED ON A PROJECT OR SITE SPECIFIC BASIS AS DIRECTED BY THE ENGINEER WHEN A BUFFER SPACE IS USED DNENSIONS AND/OR DEVICES USED ARE TO BE INCORPORATED IN THE TRAFFIC CONTROL PLAN (TCPI OR TIRE CONTRACTORS METHOD CIF HANDLING TRAFFIC IMHT) 22 ADDITIONAL VMS SIGNAGE SHOED BE CONSIDERED AT LEAST A MILE IN ADVANCE OF THE SIGNING SHOWN IN THE DETAIL FOR µY LANE CLOSURES ON INTERSTATE µD OTHER HIGH SPEED FACILITIES ESPECIALLY WHEN THE LEVEL DE SERVICE IS SIGNIFICANTLY REDUCED AS A RESULT OF CONSTRUCTION THE LEGENDS SHOULD BE CHANGED TO ADVISE MOTORISTS OF UPCOMING TRNTIC CONDITIONS µD TO ALERT THEM OF UPCOMING LANE USAGE ADDITIONAL ADVANCE WARNING SIGNAGE IS ENCOURAGED IN ALL CASES WHERE TRAFFIC VOLUMES µD SPEEDS µE HIGH µD/OR WHERE (HERE ARE INFREQUENT EXITS ADDITIONAL SIGNAGE IS ALSO ENCOURAGED IN LOCATIONS WHERE DRIVERS LINE OF SIGHT TO ADVANCE WARNING SIGNS IS OBSTRUCTED 23 WHEN ARROW BOARDS ARE USED TO CLOSE MULTIPLE LANES A SEPARATE ARROW BOARD SHALL BE USED FOR EAFN CLOSED LAKE IF ARROW BOARDS µE USED FOR SHOULDER WORN, BLOCKING THE SHOULDER FOR ROADSIDE WORK NEAR THE SHOZLOER,OR FOR TEMPORARILY CLOSING ONE LINE ON A TWO{µE TWO WAY ROADWAY USE THE ARROW BOµOS ONLY IN THE CAITION MOUE 24 RASED PAVEMENT MARKERS MAP BE USED TD SUPPLEMENT TEMPORARY STRIPING DURING NON SNOW PERIODS THEIR USE IS ENCOURAGED ON HIGHER SPEED FACILITIES WHEN TRAFFIC IS BEING DIVERTED ERN ITS USUAL COURSE 25 THE TYPICAL CASES DEPICTED IN THIS STANDARD REFLECT THE MINIMUM REQUIREMENTS UNLESS AS OTHERWISE DIRECTED By THE PROJECT PLANS AND SPECIFICATIONS µD/DR TEE PRO ECT ENGINEER 26 A SIGNIFICANT PROJECT IS DEFINED AS ONE THAT ALONE OR IN COMBINATION WITH OTHER CONCURRENT PROJECTS NEARBY IS ANTICIPATED TO CAUSE SUSTAINED WORK ZONE IMPACTS AT A LOCATION FOR THREE OR HERE CONSECUTIVE DAYS WITH EITHER INTERMITTENT OR CONTINUOUS LINE CLOSURES Colorado Department of Transportation 4201 Cost Arkansas Avenue Denver Colorado 80222 Phone 303 757 9543 F. 303 757 9119 C COL ® 12/5/14 0,� .,.. ., ,„,,, �,a L A„ of Safety & Traffic EngmeerIng KCM TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION STANDARD PLAN NO S-630-1 Issued By Solely 6 TrolER Engineering Branch July 4 2012 Sheet N&BR1 2 INDEX TO TYPICAL WORK ZONE CASES TYPICAL CASE DESCRIPTION CASE NO SHEET NO TYPICAL CASE DESCRIPTION CASE NO SHEET NO CLOSURE IF ONE ROADWAY 4 -LANE HIGHWAY 1 3 LATE WORMING ME LINE CLOSED 4 -LANE DIVIDED HIGHWAY 29 16 CLOSURE OF HALF OF 4-LARE UNDIVIDED HIGHWAY 2 ROROAROIT PARTIAL CLOSURE NEAR ONE -LANE ROUNDABOUT 30 17 ROAD CLOSURE USE OF ADJACENT SHOULDERS 3 RDUOAROUT INSIDE LAVE CLOSURE FOR TWO LAVE ROUND/EMT 3I 18 ROOD CLOSURE BYPASS DETOUR PROVIDED A 5 ROJIOABOUT OUTSIDE LANE CLOSURE FOR TWO-LANE ROUNDABOUT 32 I9 LAVE II CLOSURE MULTI -LANE FREEWAY 5 RCNUAROUT PARTIAL C.OSPE FOR ONE LAVE ROMOABOIUT 33 20 LANE /2 CLOSURE MCLII LANE FREEWAY 6 6 NOBLE PAVEMENT MARKING LONE MOBILE SHOULDER CLOSURE ON 2-LNE UNDIVIDED HIGHWAY 34 21 LAVE /3 CLOSURE YUJIiARE FREEWAY I MOBILE PAVEMENT MARKING UK CENTERLINE STRIPING ON 2 -LINE UNDIVIDED HIGHWAY 75 LAVE /4 CLOSURE MULTI -LANE FREEWAY 8 MOBILE PAVEMENT YARNING ZONE LNE LINE STRIPING CENTER LAVE OPERATIONS ON MITI -LAVE DIVIDED HIGHWAY 36 22 CENTER LANE CLOSURE YDLTI-LAVE FREEWAY 9 7 MOBILE PAVEMENT MARKING ION MOBILE RAMP CLOSURE EXPRESSWAY/FREEWAY 37 ONE LINE CLOSE 4 -LAVE DIVIDED HIGHWAY ID MOBILE OPERATION OF LADE CLOSURE OF MITI -SAVE HIGHWAY IAOT FOR USE ON FREEWAYS) 36 23 SHOULDER WORK FREEWAY/EYPRESSWAY II MOBILE OPERATION OF LANE CLOSURE OF MITI -LAME HIGHWAY 39 TRAFFIC CONTROL ON FREEWAY NEAR Ni OFF -RAMP 12 6 I TRAFFIC CONTROL ON FREEWAY BEFORE Al ON -RAMP 13 TRAFFIC CONTROL ON FREEWAY ALLOWING ACCESS FROM ON RAMP IN BLASTING ZONE 15 6 RAMP CONSTRUCTION WHERE PARTIAL RAMP IS CLOSED 16 LAVE CLOSURE 2 -LANE HIGNWAT AT CURVE 1I TRAFFIC C3NTR0. AROUND A WORK AREA NEAR AN INTERSECTION ONE LINE CLOSED IN ID TRAFFIC CONTROL AROUND A WORK AREA NEAR Al INTERSECTION I9 TYPICAL SIGNING FOR ROAD CLOSURE 20 FILL CLOSURE,MULTI LAVE FREEWAY L II CONTINUOUS LONE RAMP CLOSURE MLLTFLAVE FREEWAY 22 SIAPSE RAMP CLOSURE MULTI -LAVE FREEWAY 23 FINES DOUELE IN WORK IONE SIGNING (WITH SPEED REDUCTION) 24 12 SHIFTING OF @f ROADWAY ON A -LANE DIVIDE➢ HIGHWAY 25 13 SHOULDER WINK FREEWAY/EYPRESSWAY e/ 65 MPH SPEED LIMIT 26 14 SHOULDER WORK FREEWAY/EXPRESSWAY e/ 75 MPH SPEED LIMIT 27 ROCK SCALING ROAD C.OSUAE 4 LAME DIVIDED HIGHWAY 28 15 Computer File Information - ® o Q O Sheet Revisions Colorado Department of Transportation P P 4201 East Arkansas A en e ®Pone 303a357 9543rado 2 FAX 703 757 9219 & Traffic Engineering KCM TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION STANDARD PLAN NO Creation Date 0]/04/12 Instals KEN Date Comments Lost Medf cot on DATA 05/19/6 NUN: WM. 05/19/16 NEW MARS ON &COLS SILT maws S-630-1 Full Path aalAaaadalEHAAR.W,/MaIFNMANr s m.o.". - R,WVgl&ksggnk S 630-OI dgn Safety Sheet NeegeTd24 EAR Mk, Mva5tekan V6 Sack Not to Same Umv ENASA Issued 6y Safely & Traffic Engneermg Branch July 4 2012 COO II Ewss 020 5P 452 6. R2 1(X) WORK ZONE SPEED LIMIT XX WORK ZONE FINES DOUBLE G20,517 TO BE PROVIDED EVERY 2640 OR THE SPACING OF THE SIGNS MAY BE CHANGED AS DIRECTED BY THE ENGINEER BETWEEN R52 -6o AND R52 66 SIGNS R2 -6P S 261�OSOQ1—�5001D00 �`\\\EI000 —FAA £* A I A w"1L d G20 1 W209 LEGEND DO NOT PASS W20 51L1 W20 5(L) W4 2(L) RN ADVANCE SEQUENCE TYPICAL 2 -WAY ZONE STRIPING CHANNELIZING DEVICE FOR TYPE OF DEVICE TO BE USED SEE SCHEDULE OF TRAFFIC CONTROL DEVICES INCLDTEO IN THE PLANS DRUMS DR VERTICAL PANELS SHALL BE USED TO DELINEATE THE LANE CLOSURE TAPER — TYPE III BARRICADE —CONCRETE BARRIER (TEMPORARY) ▪ MGGER '- DIRECTION OF TRAVEL WORK ME L TRANSITION TAPER LENGTH L = MINIMUM LENGTH OF TAPER SPEED 45 MPH OR MORE L = S AP SPEED 40 MPH OR LESS L = 60 S = NUMERICAL VALUE OF SPEED LIMIT OR 85 PERCENTILE SPEED W = MOTH OF OFFSET ADVANCE WARNING FLASHING DR ® SEDENCING ARROW PANEL A = 100 (URBAN LOW SPEED) 350 (URBAN HIGH SPEED) 500 (RURAL) 1000 (EXPRESSWAY / FREEWAY) CO CLEAR ZONE (SEE GENERAL NOTE 16 ON SHEET I) ♦ THESE DEVICES ARE OPTIONAL THEIR NEED SHALL BE DETERMINED BY DETOUR DESIGN MO/NS SCOPE OF CONSTRUCTION ACTIVITY ARO ARE REQUIRED WHEN THEY ARE INCLUDED IN THE SCHEDULE OF CONSTRUCTION CONTROL DEVICES VAR BUFFER SPACE (SEE GENERA NOTE 2I ON SHEET I) ® IMPACT ATTENUATDR AS PET/OLEO ON THE PLANS FLASHING BEACON 0 THESE DEVICES ARE NOT OPTIONAL IF THE POSTED SPEED LIMIT IN THE WORN ZONE 15 REDUCED A THESE ITEMS ME NOT REQUIRED WHEN CONTINUOUS CONCRETE BARRIER IS USED FOR CHARNELIZATION " SEE GENERAL NOTE 16 ON SHEET I 4 INCH CENTER LINES CENTER EXPANSION 14 JOINT 12 I -r4 CHAIN LIZING DEVICE (FIXED) TYPICAL 2 -WAY ZONE STRIPING VORX ZONE SPEEDLIMIT 3 DRUMS FLASHING G20 5P R2 IIXX) ARN(C TYI � ® G20 II SIGN IS REQUIRED IF SECTION 626 PUBLIC INFORMATION SERVICES PROJECT SPECIAL PROVISION WORKSHEET SPECIFICATION IS REQUIRED WITH PROJECT * SEE FINES DOUBLE SIGNING NOTES ON SHEET 12 36Wt B CLOSED RII 2 WI 6(1 MOUNT ON BMRICAO (TYPE 3N-0) (TEMP) ®4 BARRI CONCRER (TEETE MP) R4 7 *IMPACT ATTENUATOR "CHMNELIZIBG (TEMP) DEVICE (FIXED) CONCRETE BARRIER (TEMP) R4 1 CASE NO 1 R5 IA TYPICAL APPLICATION CLOSURE OF ONE ROADWAY 4 -LANE DIVIDED HIGHWAY W63 \Y' R5 1 020 5 LII X ED IT DRUMS (TOP) ROAD CLOSED RI1 2 PASS WITH CARE MOUNT IN BARRICADE (TYPE DA D) (TEMP) "IMPACT ATTENUATDW (TEMP) CHAMELIZING DEVICE (FIXED) AT 60 SPACING W6 3 /6- R5 1 ®p R47 4 e 63 ADVANCE SIGNING MO END SIGNINNG SEQUENCES ARE THE SAM FOR THE OPPPSITE DIRECTION .0 0+500 i�500 IMES .785 xvz THAW YOU .os was SPEED LIMIT XX e R4 2 R5266 G20 ID R2 DXX) END SEQUENCE 4 LINES 1 R5 IA TEMPORARY SOLID TEMPORARY SOLID WHITE 4 EDGE LINE YELLOW 4 EDGE LINE Computer File Information Great on Date 07/04/12 Last Mod halt on Dole In I Ms Full Path acoloredadal nio/oMary/irofl c/ Ire& s /Unclad Paw In t als RRR NOSROHN'glf p]ne S 630-01 dgn CAD Ver M croStaAan VW1 SOON Not to Scale La" Engllsn Sheet Revisions Date Comments Colorado Department of Transportation ,♦, 4201 Eost MKansas Ax rue Denver Calara7 50222 1C.OV_ Phone 303 757 9547 FAR 303 757 ASIA Safety & Traffic Engineering KCM TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION STANDARD PLAN NO S-630-1 Issued By Safety A. Traffic Eng neenng Branca July 4 2012 Sheet Non IfB2@1 • O A9 a A 020 II 020 58 42 I(11 .6 SPIED tom XX SPEED LIMIT XX R2 I(iX) G20 10 R52-45 wyE 444w 43.2 roes ACOIERETE BARRIER (TEMP) 17,508 -:;2500.44-.7).02 YIN — ---]MO' u5W Lw�1/\t/ SOtlBe�TI \TAT ` / A®a. Y02011 /AL 500 I�p 1 VI B SOW ZOS FIDES OWSL6 022 NP 62-6P 820-5(R) W4 2(41 TO BE PROVIDED EVERY 264DOR THE SPACING CF THE SIGNS WAY BE 00640 AS DIRECTED BY THE ENGB0ER BETWEEN R52-64 MO 852ib SIGNS ''/L NI A ROW PANEL ♦.i®I11 A(4) 0 I ](Rl TEYPORMY BLOW EDGE CUES W20 -5(R) 852-64 ARROW PANEL BUFFER SPACE (OPTIONAL) 4. W20.5(11 B 652, W20 50.) 500 IA % /`/♦ I SEE' yIl MIN —.1 VAR. r -/ L-200 ^4-500 4)4(4-500_(4_54 ♦ TYPE III BARRICADES MEN CONCRETE BARRIER IS NOT USED 140) OR I lILI OASF NO, 7 A4)3 lean TYPICAL APPLICATION r.ES 252ib roes G20 5P 420 1 453 6a R] IaXI RINE XX SVC FIXES DOUBLE 620-58 R7 -6P £8I®(ll) TO BE PROVIDED EVERY 2640 0R THE SPACING OF THE SIGNS MAY BE CHARGED AS DIRECTED BY THE ENGINEER BETWEEN R52 -6a AND 652 65 51M5 NI 1(R) 3 n 3w1 0 TEwWARY YELLOW LINES 0011 ] WUD) gg R41 FREUD £413 IPIXX) CASE NO. 3 TYPICAL APPLICATION ATYPE 111 BARRICADES m S 60010 D EDI SW'W XX G10 10 R] 1)12) 020 58 R2 -6P • 400 I-4. S —{ VAN H%LL SCSI -5001500 �{ ® IENPORARY WHITE �\ EDGE LINES * SPEEDLIMIT XX 42 10n) SIRS SFaFNPF AND TINPMMY LANE MA RKING, ME TIE NINE FOR THE OPPOSITE DIRECTION I %n czarKno 1-4.6104 IInenmso R52 -6b G20 10 020 58 R2 I(IX) YAWN FIDES DaUWIE WON SV) WL}0 TO BE PROVIDED EVERY 2640 OR TIE SPACING OF THE SIGNS HAY BE CHANGED AS DIRECTED BY THE ENGINEER BETWEEN 452 60 NI 252 -VU SIGNS O AT 74 G20 II s CHNBELIZING DEVICE FM TYPE OF DEVICE TO BE Ug0 SEE 5CFED14E OF TRAFFIC CONTROL DEVICES INCLUDED IN THE PLANS ONIONS OR VERTICAL PANELS SHALL BE USED ID DELINEATE THE LAM: 0.095E TAFER TYPE 111 BARRICACE (AFLACOER 4► DIRECTION OF TRAVEL L WORK AREA TRANSITION TAPER LENGTR L MINIMUM LENGTH OF TNER SPEED 45 ANY OR HERE I S 0 W SPEED 40 RAH W LESS.L WS] 60 S CRM85 PAL ICF SPEED LIMIT DA 85 PERCENTILE SPEED WIDTH 0 OFFSET 5HOLOER TAPER 1/! L BEAMED WARNING FLAWING Q9 © SEQUENCING ARROW PANEL A 100 (URBAN COW SPEED) 350 (MAN HIGH SPEED) 500 (RURAL) 1000 (EXPRESSWAY / FREEWAY) CZ CLEAR ZONE (SEE GENERAL NOTE 16 EN SHEET I) A THESE DEVICES ARE OPTIONAL THEIR NEED SHALL BE DETERMINED BY DETOUR DESIGN ANOAR SCOPE OF CONSTRUCTION ACTIVITY NO ARE REWIRED WHEN THEY ARE INCLIOE0 IN TOE SCHEDULE OF COISIRLCTIDV CONTROL DEVICES. • VAR THESE DEVICES ARE NOT OPTIONAL IF TIE POSTED SPEED LIMIT IN THE AWL ZONE IS REDUCED BUFFER SPACE (SEE LEhERAL NOTE 210N SHEET II REQUIRED WHEN WORN OCCUPIES THE LOCATION FOR YORE THAN 3 DAYS ® G20 II SIGN IS BEWIRE0 NEAT EC1191 626 PUBLIC INFDRYATIOR SERVICES PROJECT SPECIAL PROVISION WORKSHEET SPECIFICATION IS REWIREO WITH PROJECT RAKING BEACON SEE FINES DOUBLE AIMING NOTES ON SHE T 12 ' KEY TO ADVANCE SIGNING DISTANCES ROM TYPE DISTANCE BETWEEN SIGNS A B C URBAN (c 40 MPH) 100 100 IOC URBAN Is45 NIA 350 350 350 RURAL SET 500 500 EXPRESSWAY/FREEWAY 1000 1500 2640 Computer File Information Cent an Date 07/04/12 I l als RAR Last Mod (cat a Date 02/27/13 In t als KEN Full Path .. calarerlaeateleAlarreitre1ReArelr -ssTanBvDIIWA A9R93YS4rf'iFrYPlne S 630-01 din CM Ver Ncra514001 VB Scale Not to Scale lists EnglN am Sheet Revisions Date Comments 02/27/13 UPDATE TAPER TO MUTED 5T0 Colorado Department of Transportation 4201 East Arkansas Oren e Denver Colorado 80222 Phone 303 757 9543 1UII 303 751 9219 Safety & Traffic Engineering KCM TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION STANDARD PLAN NO S-630-1 Issued By Safety & Traffic Engneermg Branch July 4 2012 Sheet N6R0 lr 1 rEAETE BARRIER nDml 020-5P R1 1(121 XX BARRICADE TEMPORARY DOUBLE ELLOw CENTERLINE TEMPERMT *PETE EDGE LINE • S00/ 125dP AS(! 150 11501\ I0G 01 tb L-�vARIE 1 � ISQOe iYP \ e�Ly) */*/ ROAD WORN [ 000 MO CASE NO 4 TYPICAL APPLICATION ROAD CLOSURE. BYPASS DETOUR PROVIDED G20 It *20 , 452 6 RI MDR 500 _ 164p) 020-5P G10 11 14 OLI W201 ♦ J SIB IPIIq FINES G20 SP R2 -OP OM SP R2 11511 vialSDI BE PROVIDED ENERS 2640 OR THE PACING OF THE SIGNS MAY BE CHANGED AS DIRECTED RS6slows Y THE ENGINEER BET*EEN ZONE XX • R111 BT6al SIGN SEou-NFE IS IIC_SUYU FOR THE OPPOSITE DIRECTION a 10IPEMM5 YELLOW EDGE LINE MAO* PANEL P VIII OBMRIC/0ES VMIE5 CASE NO 5 TYPICAL APPLICATION LANE R1 CLOSURE. MULTI -LANE FREEWAY 1—SooA—L-SEO ls.o —1 ComPRET6N mm vn XX 452-6) G10-,0 A0 11221 IW 500�-1-50f�c1/-1—Sar1/i */ ) / • ccJa meal ,XX 451 66 GVA 10 R1 1102) LEGEND CHAVNELIZING DEVICE FOR TYPE OF DEVICE TO BE USED SEE SCHEDULE OF TRAFFIC CONTROL DEVICES INCLUDED IN THE PLANS GRINS CR VERTICAL PANELS SHILL BE USED TO DELINEATE THE LURE CLOSURE TAPER - TYPE III BARRICADE CONCRETE BARRIER (TEMPORARY) FLAMER - DIRECTION OF TRAVEL WPM MEN L TRANSITION TAPER LENGTH L = MINIMUM LENGTH OF TAPER SPEED 45 MPH OR MORE L = S w SPEED 40 MPH OR LESS L = 60 S = NUMERICAL VALUE OF SPEED LIMIT DR 85 PERCENTILE SPEED w = WIDTH OF OFFSET SIVOLEER TAPER = In L © ADVANCE WARNING FLASHING IR SEQUENCING AND* PANEL CZ CLEAR ZONE (SEE GENERAL NOTE I6 DN SHEET 11 ♦ THESE DEVICES ME OPTIONAL. THEIR NEED SHILL BE DETERMINES BY DETOUR DESIGN AND/OR SCOPE Or CONSTRUCTION ACTIVITY 440 RAE REQUIRED WHEN THEY ME INCLUDED IN THE SCHEDULE OF CONSTRUCTION CONTROL DEVICES • THESE DEVICES ARE NOT OPTIONAL IF THE POSTED SPEED LIMIT IN THE WORN ZONE IS REDUCED VARIES BUFFER SPACE ISEE GENERAL NOTE 21 ON SHEET II • REQUIRED *PEN *546 DECRIES THE LOCATION FUR MORE THAN 3 DAYS e 020 II SIGN IS REWIRED MIEN SECTION 626 PUBLIC INFORMATION SERVICES PROJECT SPECIAL PROVISION w05ISMET SPEEIFICATIDI IS REQUIRED WITH PROEEI ® MOBILE ATTENIATOR FLASHING BEACON * SEE FINES DOUBLE SIGNING NOTES ON SHEET ID Computer File Information C eat an Dale 07/04/11 I 1 ao RRR LVIl Mod I colon Dole In I a16 F IRMO Man..efaPLrerN/VulrH100fr a MaWwdplaa gNtN64noyfAVvWSI=s S NOG 0I 09* CAD ver M/INSinl on ve Seale Not la Seale Units. Endsn O Sheet Revisions Dale Colorado Department of Transportation AV Safety & Traffic Engineering KCM 4101 Easl Arkansas Avenue Denver Colored° 80122 Phone 303 757 9543 FAS 303 757 9219 TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION STANDARD PLAN NO S-630-1 Issued By Solely & Traffic Engineering Branch July 4 2012 Sheet NdRR586t52at • AV": COO II O * W20I R52 -6a 020 II W20 I R52 -6a a SPEED LAM XX G2a II * RI 1111 WORN TONE XX woRII TONE SPEED DIDIT XX GOO SP R2 OP WORD DmG FIDES DOUBLE TO BE AMMO D W20-5AILI EVERY ]610pfl THE tflf OF 1 SIGNS W, E WNGFD TW EN RS2-6 Br LNE ENGINEER ffrWEFN R526e ,Y.9 RS] -66 SIGNS R2 111111 GOO SP sme GOO -5P MOD GOO 5P R6LL R2 6P 2 IOW GOO -SP R52 -6a Na lxx) 20 50011 SPEED LIMIT XX TONE XX R2 11111 r0 RE AND aTI M ]610 M I IDAL1N0 DF TIE SIGNS MAY BE BETWEEN R52 AN DIffC1E0 B1 ME ENGINEER 6EiwFEH R52-6 Na P5261 1500 ]648 soFX G30 -5P 20-5P RI 6P \Aar/ SPEED W20 -5R) XX (TO 5VACffIt OFOED EVERY THE slurs MAY W8F CANvffGEO AS DIRECTED SENGINEER BETWEEN o TEMPORARY YELLOW EDGE LINE •BARRICADES CARIES ARROW PANEL DEM ARROW PANEL W1 21L) p1PTIDNk FAR CASE NO 6 WNG APERNT16N51 1OIL) TYPICAL APPLICATION LANE 42 CLOSURE. MULTI -LANE FREEWAY • TEMPORNtr WHITE o DO E LINE BMRICNAES ARROW PANEL W1 1(R) RN 2(R) CASE NO 7 TYPICAL APPLICATION LANE 43 CLOSURE. MULTI -LANE FREEWAY •TTPE IIIBA�ICNE6 •TEMPORARY WHITE EDGE LINE J ARROW PANEL VARIES G20 5P R2 I( ARROW PANEL 011 2121CASE NO 8 TYPICAL APPLICATION LANE #4 CLOSURE, MULTI -LANE FREEWAY 200 COO OP �.. 500 0-500 1. J1 * / ) /O mrE CONSTRNOTH -HAWSyry2t UMW XX LEGEND CHAMELIIING DEVICEFM TYPE IF DEVICE TO RE USED SEE SCHEDULE OF TRAFFIC C0NDO_ DEVICES INCLUDED IN TIE PANS DRUMS OR VERTICAL PANELS SHALL BE USED TO DELINEATE THE LANE CLOSURE TAPER - TYPE III BARRICADE - CONCRETE BARRIER (TEMPORARY' •--• FLAGGER F DIRECTION OF TRAVEL 852-66 RO I(II) �W� WORK AREA c2G to --- .1W 852-66 lEO SPEED XX G20 I0 R2 1(11) 10 SUO—L001—FSaa+ * i / /\. RIO -ED Ll0U VII�,m COO 10 XX R2 I(II) L TRANSITION TAPER LENGTH L = MINIMUM LENGTH OF OMER SPEED 15 MPH OR MORE L = 5 W SPEED R0 MPH 6R LESS L = 6U S = NUMERICAL VALUE OF SPEED LIMIT DR 85 PERCENTILE SPEED = WIDTH OF OFFSET SHOULDER TAPER = I/O L © ADVANCE WARNING FLASHING OR SEQUENCING MROW PANEL CO CLEAR ZONE (SEE GENEAAL NOTE 16 M SHEET II A THESE DEVICES ME OPTIONAL THEIR NEED SHALL BE DETERMINED BY DETOUR DESIGN MO/OR SCOPE OF CONSTRICTION ACTIVITY NO ARE REQUIRED WHEN THEY ARE INCOME() IN THE SCHEOLLE OF CONSTRUCTION CONTROL DEVICES O THESE DEVICES ME NOT OPTIONAL IF THE POSTED SPEED LIMIT IN THE WORN ZONE IS REDUCED VARIES BUFFER SPACE (SEE GENERAL NOTE DI ON SHEET 1) O e REQURED IWHEN WORN OCCUPIES THE LOCATION FOR MORE THAN ] BAYS G20 II SIGN IS REQUIRED WHEN SECTION 626 PUBLIC INFORMATION SERVICES. PROJECT SPECIAL PROVISION WORKSHEET SPECIFICATION IS REQUIRED WITH PROJECT ®L MOBILE ATTENUATM -{} FLASHING BEALON * SEE FINES DOUBLE SIGNING NOTES ON SHEET 12 Computer File Information Great on Date 07/04/12 In tats RRR Last Mad loot on Date 05/19/16 In Lois MBho, Full Path N,RI,A ddt nlx,t r,/I1 IfiWalrc-,-WImderaKhoO /1giaygp,t4to pNne S 630-01 clan CRC Ver M IIWStaean VB Scale Not to Scale Cats English Sheet Revisions Date Comments GOD 05/19/16 NT. trunk PDVAG INSAILM5 MIDDII TVA TO NM, AITMIIIMID Colorado Department of Transportation 0201 East Arkansas A Alta, Q Penner COIOrada 80222 Phone 303 757 9513 FAA 303 757 9219 Safety In Traffic Engineering KCM .CO TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION STANDARD PLAN NO S-630-1 Issued By Safely 6 Traffic EnOineenng Branch July 4 2012 Sheet N&9Ot4T823 ®0 ra 020 II • 220 11 • 852-64 020-8 R2 TIN • 500 R52 fia ¢cW INES W20 I 452-6a 20 1 aR W21 5 R52 -6a GOO 5P 020 5P R2 1(11) Nscx FNES toNE SAM LIYR XX ZONE 070 OP R2 6P YORK FINES DOUBLE ISO W20 514) G20 SP ` i0 BE PROVIDED EVERY 2640 OR THE SPICING OF THE SIGNS MAY RE CHANGED AS DIRECTED BY THE EN INFER BETWEEN R52 6o AND B52 -Be SIGNS 020-5P R7 -5P FINES W20 5N1 C20 5P I(il) TO BE PROVIDED EVERY 1640 OR TIE SPACING ff THE SINS MAT BE CHANGED AS DIRECTED BY THE ENGINEER BETWEEN 452 -Go MD 452 -NB SIGNS 10 (FOIL) A/ YAR H IODa \ Yaw IMF WPM LOOT XX GOO SP R7 I(II) DONE DOME R2 6P INORK ZONE NP[m LIAR XX 32 IoM) LOGO —L AARON PANEL • TEMPORARY WHITE — EDGE LINES • TEIAPORMT YELLOW EDGE LINE W9 3a W9 3 W4 2tR) CASE NO 9 W12 I TYPICAL APPLICATION CENTER LANE CLOSURE - MULTI -LANE FREEWAY SAID MAT XX TO BE PRONGED EVERY 2640 OR THE SPACING OF THE SINS BYYTHE CHANGED BARE WEENECTFO R52 Ss AND R52 -6L SIGNS • BAPAICAOES VARIES 00 NOT PASS 44 1 ARROW PANEL w4 3SR) CASE NO 10 TYPICAL APPLICATION ONE LANE CLOSED - 4 -LANE DIVIDED HIGHWAY Fm N16 20 CASE NO 11 TYPICAL APPLICATION SHOULDER WORK = FREEWAY/EXPRESSWAY Ni SPIN) WS I • BARRICADES IP jro,fOR 151 e TEMPORARY WHITE EDGE LINE PASS WITH CARE AN 2 R52 -fie F^ 500-500 4500-�1) n I* ES N MS'S • TEMPORARY WHITE EDGE LINE RIO -fie IGYZ COYSRJae THANK, mmots G70 I0 500 XYZ COVINCOIN THANM YOU !P¢u XX 02 110) IPLID XX LEGEND • CHAWNELIZING DEVICE FOR TYPE OF DEVICE TO BE USED SEE SOEALE OF TRAFFIC CONTROL DEVICES INCLUDED IN THE PLANS DRUMS OR VERTICAL PANELS SHILL BE USED TO DELINEATE THE LAVE CLOSURE TAPER - TYPE III BARRICADE - CONCRETE BARRIER (TEMPORARY) r• FLOGGER 4... DIRECTIVE CF TRAVEL WORN AREA L TRANSITION TAPER LENGTH L = YINIUUN LESSOR OF TAPER SPEED 45 MPH OR MORE L = S W SPEED 40 MPH OR LESS L = 6O S = NUMERICAL VALUE N SPEED LIMIT OR 55 PERCENTILE SPEED W = WIDTH OF OFFSET SHOULDER TAPER = I/3 L NIVMCE WARNING FLASHING OS © SEOUERCING APRON PMIEL 620-10 R2 1(li CZ CLEAR ZONE IEEE GENERAL NOTE 16 ON SHEET 11 A THESE DEVICES RAE OPTIONAL THEIR NEED SHALL BE DETERMINED BY DETOUR DESIGN Mil/OR SCOPE OF CONSTRUCTION ACTIVITY ANO ARE REQUIRED WHEN THEY ARE INa.10E0 IN THE SLHEDLLE OF CONSTRUCTION CENTRES. DEVICES 1/SL7 ARIE5 5ar}SOV500_l OMB IWHOM FOR ♦BARRIER IRO LINTS *I I • PANNE aERADa6I ILPTIDAHL) _ ZOreE x52 RRW*ANBA OWNS®ransom 020 10 SP® MOT XX RI HMI • THESE DEVICES ME NOT OPTION& IF THE POSTED SPEED LIMIT IN THE SOUP ZOE IS REDUCED FLASHING BEACON VARIES REEFER SPACE (SEE GENERAL NOTE ZION SHEET n • REWiEO WISH WORN OCaPES THE LOCAOID4 FOR RARE THAN S DAYS II G20 II SRN IS REQUIRED WEN SECTION 626 PUBLIC INP5NATION SERVICES PROJECT SPECIAL PROVISION WORKSHEET SPECIFICATION IS REQUIRED WITH PROJECT MOBILE ATTENUATED Fq-1 CONCRETE BARRIER ITELRI35MTl WITH LIMITS * EEE TINES 02-IBLE SPICING NOTES ON wEET 12 Computer File Information Creston Dote 07/04/12 Ind ols ANN Last Madiricat on Dote 05/19/16 Initials 480171 F II Path PT Army, TIV IFS 0Usavo-pwN ,t2gotfig,AEhelpine 5 630-01 dgn CM VII MONSONIon VB SEAR Not to Sanle USSR EndNFA Sheet Revisions Date Comments CEIM 05/19/16 MI.K70 IYA iO�nE YHWHY®' Colorado Deportment of Transportation AV Safety & Traffic Engineering KCM 4201 Ea t Arica sos A enue Denver Colorado 80222 Pee 303 757 9543 FAX 203 757 9219 TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION STANDARD PLAN NO S-630-1 Issued By Solely & Trek Engineering Branch July 4 2012 Sheet NoMeP;ir2l -9- 0 TEMPORARY WHITE EDGE LINES G20 II woo a TONE LONE SPUD XX 520 11 W20 -I 605/ WORK E TO S® XX HORS ZONE 92 11561 W20 5(6) L TO RE PROVIDED EVERY 2640 OR HE SPACING OF THE SIGNS MAY BE CHANG 0 AS DIRECTED BY THE NGINEER BETWEEN R52 6o AND R52 -6b SIGNS 020 5P G20 5P R2 1156) R2 6P 02011 w201 452-6a ZONE FINES DOUBLE W2o-51R) R2 1INN) TO BE P604)0E0 EVERY 2640 OR THE SPACIN IF THE SIGNS MAY B CHANGED AS DIRECTED BY THE ENGINE R BETWEEN R52 -6a AHO RS 6b SIGNS R2 I(ZE r VAPr [^ 500 ZONE R2 6P FINES DRUB w20 5(R) TO BE P404 DEG EVERY 2640 OR THE SPAC NC OF THE SIGNS 54 2*) MAY BE CHANGER AS DIRECTED B RE ENC NEE- BETWEEN CASE NO 14 - Z 6R AND R52 -6b SIGNS 020 5P WORE ZONE WORN ZONE SPEED MUT XX EXIT CASE NO 12 TEMPORARY RESET WHEN REQUIRED TO MAINTAIN VISIBILITY W4 2(6) TYPICAL APPLICATION TRAFFIC CONTROL ON FREEWAY NFAR AN OFF -RAMP IRROW PANEL elTYPE 111 BMRICAIES R52i0 w4 2(R) CASE NO 13 WOO I WI IR TYPICAL APPLICATION - TRAFFIC CONTROL ON FREEWAY BEFORE AN ON -RAMP e TEMPORARY WHITE EDGE LINES ® TERNRY WRITE - EDGEMPOLINE SPEED XX LEGEND CHWNpIZING DEVICE FOR TYPE Er DEVICE 10 BE MO SEE SP.. OF TRAFFIC CONT. DEVICES IN0.0 IN THE PINS DRUID 0fl VEATICN. PANELS 6HNL EC USED 10 DELINEATE THE UNE CLOSURE TNER - TYPE III BARRICADE - CONCRETE BARRIER (TEMPORARY) R52-64 G20 10 621)66 W" FLAMER • SPEED LEW XX R52-64 020 IN 821126 R2 1(33) NIORK ZONE SPEED LIME XX ZONE TYPICAL APPLICATION - TRAFFIC CONTROL ON FREEWAY C2o-5 YARN PANEL HO IINN 20 I SPEED LW XX 3 ALLOWING ACCESS FROM ON -RAMP W4 IR 100 N� H 500 �L-50V ;-x-500 ®A RI 2 ES TEMPORARY YELLOW EDGE LINES ♦ COMIn HMAE YOU SPEED LIMIT XX R52ib 020 10 40 DT. •—• DIRECTION OF TRAVEL 62, WORN AREA L TRANSITION TAPER LENGTH L - MINIMUM LENGTH OF TAPER SPEED 45 MPH OR MORE In 5 4 W SPEED 40 MPH DR LESS L = BO S = NUMERICAL VALUE OF SPEED LIMIT OR 85 PERCENTILE SPEED W = WIDTH OF OFFSET SHIT,AOER TAPER = 1/3 L © ADVANCE WNMMC FLA911NC 09 SEDUENCING 11.40* PANEL CZ A CLEAR ZONE (SEE GENERA. NOTE 16 ON SHEET 1) THESE DEVICES ARE OPTIONAL THEIR NEED SHALL BE DETERMINED BY DETOUR DESIGN AND/DR SCOPE OF CONSTRUCTION ACTIVITY 510 ARE REOUIREO WHEN THEY ARE INCLWED IN THE SCHEDULE OF CONSTRUCTION CONTROL DEVICES THEY DEVICES HUE NOT OPTIONAL IF THE POSTED SPEED LIMIT IN THE WORN ZONE IS REDUCED VARIES BUFFER SPACE 15EE GENERA. NOTE 211 ® REQUIRED WHEN WORM OCCUPIES THE LOCATION PER MORE THAN 3 DAYS • G20 I1 SIGN IS REQUIRED WHEN SECTION 626 PUBLIC INFORMATION SERVICES PROJECT SPECIAL PROVISION WORKSHEET SPECIFICATION IS REQUIRED WITH PROJECT MOBILE ATTENUAT0R FLASHING BEACON * SEE FINES DOUBLE SIGNING NOTES ON SHEET 12 Computer File Information Creol on Dale 07/04/12 Last Mee cot on Dote F II Path .z. tlwadadal nleAerv3/x 1&/b ITr a Told., 1 -pens aIRRW'PAsfrR4z4PSne S 630 0) dgn CID Ver 088514044 VD Scale Not le Scale Un ts. Englse In ols NEN Initiolz Sheet Revisions Dote Comments Colorado Department of Transportation 4201 Eozl MFonsas A enue Denver Colorado 80222 t Phone 303 757-9543 FAX 303 757 9219 Safety & Traffic Engineering KCM aeon TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION STANDARD PLAN NO S-630-1 Issued By Solely 6 Traffic Engneering Branch July 4 2012 Sheet Nee9Wf2ul Add GOO 51. R2 Ilx:) 020 II 0201 YANK ZONE LIMIT xx cch MN 6 00.36 * MALE R52 6a G20 U W22 I CASE NO 15 TYPICAL APPLICATION BLASTING ZONE TURNOFF ,4443 pog W22 2 W20 7 020 5P Rt IINNI WORK WPEID LIMB xx ENO BLASIWG ZONE 622 3 452-65 02 If% SPE= umrr xx F0R<0PPoSITEI0IREE0ISINE O SIGN SFOIENCF IS THE SAME FOR OPPOSITE DIRECTION W20 4 020 7 THIS TAPER L1UST BE SHORT ENI.CJH TO NOT BE MISIAMEN FOR A TRANSITION \ • CASE NO 17 TYPICAL APPLICATION LANE CLOSURE. 2 -LANE HIGHWAY. AT CURVE ILZ rns R52{6 70 125 • XX W20 63 W20-63 (OPTIONAL SEE GENERA. NOTE 10) GOO III ♦ 6P® IIMR XX R2 I(xx) 00 I 500 DESIRED DESIRED TOGO `•� 10 0(0 54 / t li I •EDGE LINE WHITE • R52-6. CASE NO 16 TYPICAL APPLICATION RAMP CONSTRUCTION WHERE PARTIAL RAMP IS CLOSED L GEND CHANO121NG DENISE FOR TONE OF DEVICE 10 EE (RED SEE SbMDIA6 IT 1RA11C CDNIRO. RNIQS WCLIIDED IN THE RUNS LURK CR NERTICA PROWS 001 ED ff S 10 LLLINEATE THE UWE =WV TAPER - TYPE III BARRICADE CONCRETE BARRIER (TEMPURALYI P— FLAGGER 4 DIRECTION OF TRAVEL WORM AREA L TRANSITION TAPER LENGTH L = MINIAM LENGTH CV TAPER SPEED 45 MPH PR MORE L = S W SPEED 40 MPH OR LESS L = 0 5 - NNIERIC/C VALUE OF SPEED LIMIT OR 85 PERCENTILE SPEED X= WIDTH • ISFSET MOULDER TAPER -1/3 L ® MOBILE ATTENUATOR * SEE FINES DOUBLE SIGNING NOTES CH SHEET IC • 952 66 ADVANCE WARNING FLASHING CR © SEQUENCING ARROW PANEL CZ CLEAR ZERO (SEE GENERA. NOTE 16 ON SHEET I) ARE OPTIONAL BE 001ERAINEO BYDETOUR DESIGRV HO/OSHILL RSCOPE Sr CONSTRUCTION ACTIVITY AND ARE REWIRED MIN THEY ARE INCLUDED IN THE SCHEOLLE OF CONSTRUCTION CONTROL DEVICES rrz creres 020 ID O RAMP XX W13-3(YN) ♦ THESE DEVICES ARE NOT OPTIONAL IF THE POSTED SPEED LIMIT IN THE WORK ZONE IS REDUCED 7*V FLASHING BE/CON O 0EE0U0�D WHEN WOW OCCUPIES THE LOCATION3 DAYS • C20-11 SIGN IS REQUIRED WHEN SECTION 626 PUBLIC INFORMATION SERVICES PROJECT SPECIN. PROVISION WORKSHEET SPECIFICATION IS REQUIRED WITH PROJECT ROAD TYPE DISTANCE BETWEEN SIGNS A B C URBAN (<=40 MPH) 100 100 100 URBAN (4=45 MPH) 350 350 350 RORM 500 500 500 EXPRESSWAY/FREEWAY 1000 1500 2640 Computer File Information Creation Dote 07/04/12 In Ids RRR Lost Modification Dote 07/26/13 Initials NEN Full Path vv. eskrotledelnic/GOY/EellicA.XIPN zlN000-OERs a{OSQTPP)IIi14sFPfne 5 630-01 dgn CID Yer NcroSt Iron VB Seals Not to Scale Unlr English Sheet Revisions Dote Comments COD O 07/25/13 fr3=TRgarnct.me,ifsloirini ',safe Colorado Department of Transportation A® Safety & Traffic Engineering KCM 4201 East Ark ns s anus Denver Colorado 80222 Phone 303 757 9543 FAX 303 757 9219 TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION STANDARD PLAN NO S-630-1 Issued By Safety 6 Traffc Engneer mg Broach J IR 4 2012 Sheet N&NMf2�1 Aa' * COO 10 05260 tt • TYPE III BARRICNDE MASA hInn /CO CASE NO 18 Wi GOO -10 v R52-611 * ATZ 052-60 Wi0.1\ 020-8 J\ / ATI 1R52 -6a V W20I d7= TYPICAL APPLICATION G2011 TRAFFIC CONTROL AROUND A WORK AREA NEAR AN INTERSECTION. ONE LANE CLOSED NOTES I SIGH PLA0NENT SHOWN ON CASES IB AD 19 TYPIFIES RURAL APPLICATIONS URBAN APPLICATIONS REQUIRE THE STOWS TO BE PLACED WITHIN ONE ER PERHAPS TWO BLOCKS 2 TRUCK -MOOTED ATTENUATORS (TWA) OPTIONAL FOR ALL GASES AS DETERMINES BY TIE ENGINEER Hurd A 057 -AS 02010 17— Gz0-U 052 -No • * N20 STAIN auiesru ADO -60 100 NN rvAn �a ♦�/ GOO 10 �ION VARIES 500 %-I a II A 1 1 \ TIN. Far TOOWV 50 L9 500 NOD 1 052-6a W20- W20 ] 052• 6b 5 a * A71 G20-11 C20 10 CIE 0.3 TYVItS 1,120 ] w20-1 052 -No w20 1 020 11 A I� B C 5010 hCl/ 1J BARRICAE ;Gil wzD 1 ,� c \ l•^ R52 -6c • Jv•a CASE NO 19 TYPICAL APPLICATION OF TRAFFIC CONTROL ".201 Goo N AROUND A WORK AREA NEAR AN INTERSECTION A6 TYPE ITT BAURICAOE RI1 3 RIIRI W20 3 W20-3 NA 10 TYPE III BARRICADE C20 10 .01.11.91 * 052-6b WOO -3 WOO 3 CASE NO 20 TYPICAL SIGNING FOR ROAD CLOSURE G20 11 LEGEND CHANNELIZING DEVICE FIN TYPE BF DEVICE TO BE USED SEE 5OE001E IS TRAFFIC CONTROL DEVICES INOLDED IN AE PLANS 001025 OR VERTICAL PANELS 9ULL NE COO TO DELINEATE THE LIVE CLOSURE TAPER - TYPE III BARRICADE — CONCRETE BARRIER (TEWPORARY) re FLOGGER e— DIRECTION or TRAVEL WORK AREA L TRANSITION TAPER LENGTH l = MINIMA LENGTH OF TARN SPEED 15 WHO Oi MORE L = 5 SPEED 10 MWI IR LESS. L = WSs fi0 5 = WARM& VANE CF SPEED LIMIT AS A BS PERCENTILE SPIED = WIDTH Cr OFFSET WILDER TAPER = 1/3 L CaMEI NOBLE ATTENUATOR C2 CLEAR ZONE (SEE GENERAL NOTE 161 • FLASHING BEACON ♦ THESE DEVICES ARE OPTIONAL THEIR NEED SHALL BE DETERMINED BY DETOUR DESIGN AD/OR SCOPE ff CONSTRUCTION ACTIVITY m ARE REWIRED WHEN THEY ARE INa1000 VN THE *mania CONSTRUCTION CONT00 DEVICES VARIES BUFFER SPACE (SEE GENERAL NOTE DI ON SHEET II O REQUIRED WHEN WORD OCCUPIES THE LOCATION FOR WORE THIN 3 DAYS * SEE EFI ES DOUBLE 510ING NOTES ON E O GOO 115171 IS REOUIRE0 *EN SECTION 626 RVELIC INP000TIGV SERVICES PROJECT SPECIAL PROVISION WLeR9EET SPECIFICATION IS REOJIREO WITH PROJECT POND TYPE DISTANCE BETWEEN SIGNS B C URBAN (e-10 MPH) 100 100 100 LRBAN (>=05 NNW 350 350 350 RURAL 500 500 500 EYPRE5SWAT/TREEWAY 1000 1500 2610 Computer File Information Croat on Date 0]/01/12 In t als RRR Las, Awl I cot an Dote 00/02/20/5 In t cgs TED Full Pam ... cabeda/al nladbwRNOTF /Iralr -N simdmtrpam J0349TecutoFri9v8PP* 5-630-01 MP CAR Ver NOPStOSon VBl Scale Not to Scale Inks. Erellsh GID Sheet Revisions 000 Comments 0]/26/13 00/02/15 KIiRAE-1. ,up, Colorado Department of Transportation 44,7 Safety & Traffic Engineering KCM 4201 East Arkansas Avenue 0 ver Colo Oda 80222 Phone 303 ]5] 9503 FAN 303 ]57 9219 TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION STANDARD PLAN NO S -630-I Issued By Safety 6 Traffic Engineering Branch July 4 2012 Sheet Nd 4 1sl&14 -7- O 020 II W20 I SPECIAL OR O PHASE VMS a - O AV — G20 it / WOE SIR) LSE na Om. E SPECIAL ON 2 PHASE WS R52 So 020 SP R2 IIXXI UNIT XX IHrS! 5a0 L-500 — 0 1500 7Sr4C ) C2D SP 264 1000 I S �.....2 AX 220 5P R2 6P WORX ZONE MIES DOUBLE R2 IIXX) 20 5HIL1 BE EPROVIDED EVERY OF THE SIG 5 MAY BE HANGED AS DIRECTED �T BY E BEER BETWEEN R52 6THo ANEN D R52 6b SIGNS R52-60 V�5��1—SOD 2610 BOO WORK UNIT XX 132050) GEO SP G2a SP 0 6P R2 1000 C i0 BE PROVIDED EMERY tli THE SPACING DE i E SIGH MAY EE CHANGED AR DIRECTED BY THE ENGINEER BETWEEN R52 -6o AND R52 -6b SIGNS UNIT XX WI OIL) RonO L06E0 ® TEMPORARY YELLOW EDGE LINE ED 20 TYPE III (ON BARRICADES) BARRICADES tor 1320 660 TAPER ARROW PANEL TIT For R3 2N CASE NO 21 TYPICAL APPLICATION FULL CLOSURE. MULTI -LANE FREEWAY O TEMPORARY WHITE ES 2 EDGE LINE (ON BARRICADES) TYPE III BARRICADES 1320 CLOSED ES 2a (ON BARRICADES) RS2ib NOTE MEASUREMENTS FOR THE LANE REDUCTION SHALL BE MEASURED FRITH THE STRIPED GORE POINT 0 �0 a ElT III cake 02011 # SPECIAL OR R52 Ra 2 -PHASE vY5 00 ARROW PANEL CASE NO 22 TYPICAL APPLICATION CONTINUOUS LANE RAMP CLOSURE. MULTI -LANE FREEWAY FINES DOUBLE W1 2(R1 07 fib LEGEND ADVNCE WARNING FLASHING DR SEQUENCING ARROW PANEL A THESE DEVICES ARE OPTION& THEIR NEED WILL BE DETERMINED BY THE DESIGNER BASED ON DETOUR DESIGN MIDAIR SCOPE OF THE CONSTRUCTION ACTIVITY ANO ARE REQUIRED WHEN THEY ARE O REQUIRED WHEN WDAYS OCCUPIES THE LOCATION FOR O G20 If SIGN IS REQUIRED WHEN SECTION 626 PUBLIC INFORMATION SERVICES PROJECT SPECIAL PROVISION WORKSHEET SPECIFICATION IS REQUIRED WITH PROJECT a CHARNELIZING DEVICE FOR TYPE OF DEVICE TO BE USED SEE SCHEDULE OF TRAFFIC CONTROL DEVICES INCLUDED IN THE PLANS DRUMS OR VERTICAL PANELS SHALL BE USED TO DELINEATE THE LANE CLOSURE TAPER TYPE III BARRICADE r DIRECTION OF TRAVEL L TRANSITION TAPER LENGTH L = MINIMUM LENGTH OF TAPER SPEED 45 MPH OR MORE L = S o SPEED 40 MPH CR LESS L = 60 S = NUMERICAL VALUE OF SPEED LIMIT OR RS PERCENTILE SPEED W = WIDTH OF OFFSET SHOULDER TAPER = I/3 L CLOSURE IND EXIT SIOULDBE MODIFMESSAGES SIGN O(5) MODIFIED TO FITTHE SITUATION FLASHING BEACON SEE FINES DOUBLE SIGNING NOTES ON SHEET IA EXIT CLOSED ® TEMPORARY WHITE ES 2a EDGE LINE ION BARRICADES) CLOSE0 ES 20 (ON BARRICADES) / R52 -Bb CASE NO 23 BAARRICADES YIII TYPICAL APPLICATION SIMPLE RAMP CLOSURE. MULTI -LANE FREEWAY NOTES I NOTICE OF EXIT CLOSURE SHALL ALSO BE GIVEN IN ADVANCE OF THE PREVIOUS EXIT TO PROVIDE MOTORISTS WITH THE OPTION TO EXIT AT THAT LOCATION 2 ADDITIONAL SIGNING TO REDIRECT DETOURED TRAFFIC SHALL BE PROVIDED FOR IN THE PROJECT S METHOD OF HANDLING TRAFFIC 3 FOR LONG TERM SETUPS A BUCK ON ORANGE EXIT CLOSED (E5 2a) PANEL SHALL BE MOUNTED DIAGONALLY ACROSS ALL EXISTING GUIDE SIGNS THAT PERTAIN TO THE CLOSED EXIT Computer File Information Creston Dote 07/04/12 In t ols KEN Last Mod, cat on Date In cols Full Path .. I nroAlrvYArmrc/Mer c s sIONSWEmi m OPSR3YHVI A&s5HPPie 5 630-01 OAT CAD Ver Mma5tabon VS, Scale Not to Scale Units Enoll sh GD Sheet Revisions Date Comments Colorado Department of Transportation C 4201 East A•Mansas Avenue ODemer Calar da 80222 A Ph 303 757 0543 F. 303 757-9219 Safety & Traffic Engineering KCM TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION STANDARD PLAN NO S -630-I Issued By Solely & Traffic Engineenng Branch Jay 4 2012 Sheet Nd°2S Bbt624 LEGEND 41 - DIRECTION OF TRAVEL ®e o, G2Oi1 SIGN 4nuFNrF Is TIE SAME FOR THE OPPOSITE DIRECTION NORK ZONE SPEED LIMIT XX BEGW FINES CKIUBLE IN WORK ZONE 852 6a 852 6a SILL BE RACED NOT MORE THIN 500 BEFORE THE FIRST SPEED LIMIT SIGN ARAM R2 164 G20 -5P 42-6P TO BE PROVIDED EVERY 2640 OR THE SPACING 6 THE SIGNS NM BE CHANGED AS DIRECTED BY THE ENGINEER BETWEEN R52 -6a AVO R52ib SIGNS YAM IONE HeNES WORK ZONE WOW zoNE SPEED LIMIT XX 020 SP R2 11[21 FMES DOUBLE G20 5P 82ia TO BE PROVIDED EVERY ZA STEP -CORN SPEED IS REQUIRED WHEN 0 THE SIGNS RAY 16RTOR HE SPICING 11ERE IS MORE THAN A 5 MPH DIFFERENCE 6 CHANGED AS DIRECTED BETWEEN THE NORMAL SPEED LIMIT AMTHE CONSTRUCTION ZONE SPE 0 LIMIT OTHERWISE BY THE ENGINEER BETWEEN 052 6a AND AND -Mb SIGNS THIS GOO SPA, 11111 SIGN ASSEMBLY IS NET REQUIRED WORK ZONE SPEED LIMB XX G20 5P RI IIIYI NOM IDNE FINES DOUBLE 020 SP R2 6 ADDITION& SIGNS SHOULD BE ADDED AFTER ALL ACCESSES THAT FEED SIGNIFICANT TRAFFIC TO THE HIGHWAY TO DE PROVIDED EVERY 2640 OR THE SPACING OF TIE SIGNS MAY DE ORANGES AS DIRECTED BY THE ENGINEER BETWEEN R52-60 AND R52 -6S SIGNS ELMS ZONE 452fib CASE NO 24 TYPICAL APPLICATION "FINES DOUBLE IN WORK ZONE" SIGNING (WITH SPEED REDUCTION) Kmz 51011'01 SMI TA G20 10 4- C SPEED LAIR XX RI 1101 • THESE DEVICES ARE OPTIONAL THEIR NEED WILL BE DETERMINED BY THE DESIGNER BASED ON CETERA DESIGN AND/OR SCOPE OF THE CONSTRUCTION ACTIVITY, MI ARE REOUIRED WHEN THEY ARE INCLUDED IN THE PLANS • CIO -II SIGN IS REDBIRD) WHEN SECTION 626 RELIC INFORMATION SERVICES PROJECT SPECIAL PROVISION WORKSHEET SPECIFICATION IS REQUIRED WITH PROJECT EFLASHING BEACON 1 TjWFINES DOUBLE SIGNING NOTES SEE BELOW FINES DOUBLE SIGNING NOTES 1 SIGNS VIRAL NOT BE RACED SOONER THAN P015 HOURS BEFORE WORK IS TO BEGIN AND SHALL BE REMOVED AS SOON AS WEAK ACTIVITIES ARE CONCLEOEB LKESS POTENTIAL HAZARDS INTRODUCED AS A RESULT OF THE WORK ME STILL {RESENT AT THE ENE 6 THE WORK DAY IF SIGNS ARE LEFT IN RACE AFTER WORK ACTIVITIES, TIE TRAFFIC C1N1ROL SUPERVISOR SHALL MICE AN ENTRY IN 11EIR ONLY DIARY THAT JUSTIFIES DEIA USE HAZARDS` INCLUDE BUT ARE NOT LIMITED TO EDGE CROP 6FS EQUIPMENT WORKERS OR SKI MELDED OBJECTS IN IRE CLEAR ZONE ROUGH PAVEMENT MAJOR CHANGE IN ALIGNMENT REDUCED SHOULDER WIDTH TEMPORARY GUARD RAIL OR BARRIER LANE CLOSURE 2 SIGNS SHALL ONLY BE PLACED WERE WARNERS ARE PRESENT IN THE ROADWAY OR CLEAR ZONE OR ARE AT RISK OR WHERE THERE ARE HAZARDS IN THE TRAVELWAY SHOULDERS OR CLEM ZONE. I SIGNS SHWA BE RACED SO THAT MOTORISTS IMMEDIATELY ASSOCIATE THE SIGNS WITH PRESENT WORK ACTIVITIES IF THE IONE OF WORK ACTIVITY LAVES TIE SIGNS SHOED BE MOVED ACCORDING.! 4 SIGNING SOWN IS REQUIRED TO ENFORCE COIBLE FINES IN A WORK TOIL /COIIIMAL SIGHING SHALL BE IN ACCORDANCE WITH THAI NORMALLY REQUIRED FOR DE PARTICLLM WANE ZONE PLACEMENT OF FINES DA,NLE SIGNING MAY BE ADJUSTED AS NEEDED TO PROVIDE A MINIMUM 257 SPACING BETWEEN OTHER SIGNING REQUIRED FOR THE SPECIFIC WORK ZONE SETUP Computer File Information Creston Date 07/04/12 In Iola VAR Last Mod, cat an Date In tale Full Path .. NRNRNLIPNAERW!/MRI6e/MNres+Imdad Ans RPSRCHINsfra9NYPPLd 5-530-01 aSH CM Ter MvoSloHon V8 Scale Not la Scale Urals. EnsILI Sheet Revisions Date Comments Colorado Department of Transportation 4201 East A Ma sas A en e Den er Colorado 80222 Phone 303 757 9543 FAQ 303 757 9219 Safety & Traffic Engineering KCM TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION STANDARD PLAN NO S-630-1 Issued EY Safety 1 Iroffc Engneer FIE Branch July 4 2011 Sheet NoPat 24 620 5P 52 11001 IDN SPEED vv /�/� NNE SPEED vv M 020 5P A211xx) SEE ENLARGED DETAIL xj ORIIN5 (NT) 41 I ~ ^^^% ILE' ♦ ♦♦♦♦♦. ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦. — — C —B SOO M 2640 —•I—�I\ I / /+ + At ES P` V/ \\)1 AL %L 500 50 � 500 —I I * Iwi l\\\ * AT': . �.., �F * AA 1445 °ouaR WORK ZONE FINES G20 -5P AI 6P WW DD NO f 3 DRUMS/ FLASHING ]6W1 " B(L) ROB CLOSED R11 2 3 ®� iiatt ROD A RD 2 SED MOUNTONBARRICADE nYPE ]N-01 (TEMP) PASS CARE — WWITH °N� xDypy %YZ f4t61a6LWM �U ON !PESO LIMIT XX uxnnv 62011 Axplp W20 I Ix Waxx 652 60 DOUBLE ^ 1 4b0.1•^ PASS R4 1 MOUNT [= DN BARRICADE CONCRETE M4 ] R4 o 452 66 620 ID R2 IIXXI wl 10(L) GASSIER (YEW) TENPOR E L NES L ENO SEQUENCE r*IIRAC ATTEMIATOR a WxITE LIxE5 (TEMP) (TYPO LEGEND RK (TYPE 311 0) (TEMP) CHANNELIZING DEVICE FOR TYPE OF DEVICE ♦° ' DWI] 1P(xx1 (2 TO BE USED SEE SCHEDULE OF TRAFFIC CONTROL DEVICES INCLUDED IN THE PLANS 4 INCH DRUMS OR VERTICAL PANELS SHILL BE USED 12 4 TEMPORARY SOLID DOUBLE YELLOW a LINES CENTER TO DELINEATE THE LANE CLOSURE TAPER LINES 2 — TYPE ETI CENTER N EXPANSION 1 — CONCRETE BARRIER (iEYPO'IAY) BARRIER W—• FLAGGER —r JOINT ® Z 1 t 4 ♦— DIRECTION OF TRAVEL * SEE FINES DOUBLE SIGNING NOTES ON SHEET 12 74 :::� NONE AYES CNANNELIZING L • TRANSITION TAPER LENGTH DEVICE BASE © 12 12 CHANNELIZING DEVICE (TEMP) IEYPORASY SOLID T 60 SPACING 4 WHITE LINES [N' �T/ ^R5 I , ' 4 WRONG ^RS IA L = MINIMUM LENGTH OF TAPER FT CONCRETE SPEED 45 MPH OR ACRE L = 5 W TYPICAL 2 -WAY ZONE STRIPING BARRIER (TEMP) ALMS. 2 xr IMPACT ATTENUATES (TEMP) r CHANNELIZING 36W18(R) AY INPAC(TE \r SPEED 40 MPH OR LESS L = 60 BUFFER DEVICES (TEMP) )ENUAiOR S = POSTED SPEED LIMIT CR OFFPE.VS B5TH SPACE SEE GENERAL NOTE 2604 SHEET I PERCENTILE SPEED PAIOA TO WORx $TASTING OR TARE M'TICIPATED OPERATING SPEED IN wdH ® IMPACT ATTENUATOR AS DETAILED ON THE PLANS W = WIDTH OF OFFSET FT * FLASHING BEACON A = 100 (URBAN ]5 NPH MO LESS) ♦ THESE DEVICES ARE NOT OPTIONAL IF THE POSTED ]50 (URBAN, 40 MPH AND GREATER) SPEED LIMIT IN THE WORK ZONE IS 'EDUCED 500 (RURAL) 1000 (EXPRESSWAY / FREEWAY) O G20 11 SICIV IS REOUIREO wHEN SECTION 626 PUBLIC •W0FNSHETE�SPECiFI1CAEI0N NET B 100 (URBAN, 35 NPH IMO LESS) �5 FE00IPE0 IVI°H ]50 (URBAN 40 NPH AND GREATER) 500 (RUSH.) CONTINUOUS CONCRETE B2IR NAY BE 1500 (EXPRESSWAY / FREEWAY) SUBSTIlUTEO FEA CHAVNELIZING DEVICES (TEMP) C = 100 (URBAN ]5 NPH AND LESS) r THESE REM' ASE NOT REOU S AHEM CONTINUOUS ]50 (URBAN 40 WPM AND GREATER) CONCRETE BARRIER IS USED FOR LHAVNEl13AT10N 500 41URREi +r• WHEN TIT DR MORE LASES ASE BEING SHIFTED A WI a wt ] 2640 (EXPRESSWAY / FREEWAY) SIGN WITH AN NL LINES 1w24 .CPI PLACUE NAY BE USED INSiEIU •n Cl CLEAR ZONE (SEE GENERAL NOTE 16 ON SHEET I) OF THE WI 4b SIGN WAS SHALL MOBILE ATTENUATES rM5 A �I 4b('1� R IA ///ppp000 I®xo" r*55 1 CASE NO 25 ®I ^R4 2 TEMPORARY SOLID TENPIN./ SOLID WHITE 4 EDGE LINE YELLOW 4 EDGE LINE A THESE DEVICES ARE OPTIONAL THEIR NEED BE DETERMINED BY DETOUR DESIGN SAVOR SCOPEAND ME CONSTRUCTION INCLUDED ED WHEN REQUIRED WHEN THEY ARE ITIVITY IN ARE w. TYPICAL APPLICATION SHIFTING OF ONE ROADWAY ON 4 -LANE DIVIDED HIGHWAY SCHEDULE OF CONSTRUCTION CONTROL DEVICES Computer File Information ® o Q O Sheet Revisions Colorado Department of Transportation ,�, 4201 Eoal A.Ma 050 D/ONIIe °`""" `°'°'°'° B°222 ,LC �A Phone ]0] 252 954] FAN 303 Z5J 9219 Safety & Traffic Engineering KCM TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION STANDARD PLAN NO Dote Comments Crept on Dale °]/04/12 In tole RRR S-630-1 02/06/1] UPDATE TO 200E IN1T00 STRSONe Last Mod hoot on Dale 02/06/13 I �tOIS KEN FARO Path .eroorododICnIOA6 err/bele/b lirt 1 dvdybnx Sheet Ncib0g) 309R!4 30- 1Id 5 6]0-0Itl n` R"Issued BCAD Vel A Solely & Trot ED RrInOS dJ 4 20)2 rgineenng y roSI m seine Vets EnRi se CAD Voler ,aslaban ve. • • • W16 20 OR 1416 JGP OR WIG 9P • • WORK ZONE SPEED LIMIT 60 R2 11601 • WORK ZONE FINES DOUBLE TO BE PROVIDED VERY 2610 OR THE SPACING OF THE SIGNS MAY BE CHARGED AS 0 RECTEO BY THE ENGINEER BETWEEN R52 -6e ANT 652 -SE SIGNS CASE NO. 26 TYPICAL APPLICATION W7 3APINI CHANNELIZING DEVICES OR TEMPORARY HARRIER (LIGHTS OPTIONAL) SHOULDER WORK - FREEWAY/EXPRESSWAY w/ 65 MPH SPEED LIMIT WHEN HAZARDS (WORKERS EQUIPMENT OR TEMPORARY BARRIER) ARE WITHIN R FT OF TRAVEL WAY e ♦ ♦ • • ♦ EINES IONE R52fib RD 1165) e SPEED LIMIT 65 • 'I ♦# 010 30 1 ♦W} 5(651 5l0 630 Yf 260 ° / / R52 -6o w]15 • WIDi WI65PP OR WORK ZONE SPEED LIMIT 65 —4 SOS G20 -SP R2 1(651 WORK ZONE FINES DOUBLE GAD 5 RA 6P TO E PROVIOEO VERT 16K0 OR THE SPACING OF THE SIGNS RAT BE CHARGED AS DIRECTED i THE D IR ER b SIGNS AND R52 6b IIASE NO. 27 TYPICAL APPLICATION SHOULDER WORK - FREEWAY/EXPRESSWAY w/ 75 MPH SPEED LIMIT 530 CZ • /}L 656 MIN 621 SAN I�—SIO�saD—{ CHARS LIZING DEVICES OR IFUPORART BARRIER (LIGHTS OPTIONAL) W] JAM) WHEN 1)63)005 (WORMERS EQUIPMENT DR TENPORART BARRIER) ARE WITHIN IN FT OF (RAVEL OAT SPEED LIMIT 75 R52 -AS R2 K]5) LEGEND CHMWELIZING DEVICE FOR TYPE IT DEVICE TD BE USED SEE SCHEDULE IT TRAFFIC CONTROL DEVICES INCLUDED IN NE PLANS DRUMS GR VERTICAL PANELS SMALL BE USED 10 OOEELINEATE THE LANE CLOSURE TAPER - TYPE III BARRICADE T 0-K CONCRETE BARRIER ITENPORAFY) T• FLOGGER aH DIRECTION OF TRAVEL WORK AREA L TRANSITION TOPER LENGTH. L = MINIMUM LENGTH OF TAPER SPEED 45 MPH DR MORE L 55 c W 5 = NUMERICAL SALVE OF SPEED LIMIT OR 85 PERCENTILE SPEED W =WIDTH OF OFFSET SHOULDER TOPER - I/3 L • ADVANCE WARNING FLASHING DR SEQUENCING A ROW PRICE CZ CLEAR TONE (SEE GENERAL NOTE 16 ON A THESE DEVICES ARE OPTIONAL THEIR NEED SHALL BE DETERMINED BY TRAFFIC VOLUMES AND/OR SCOPE OF CONSTRUCTION ACTIVITY AND ARE REQUIRED WHEN THEY ORS INCLUDED IN THE 5CHEDIIE OF CONSTRUCTION CONTROL DEVICES. ® G20-11 SIGN IS REQUIRED WHEN SECTION 626 PUBLIC INFDRNATION SERVICES PROECT SPECIAL PROVISION WORKSHEET SPECIFICATION IS REQUIRED WITH PROJECT ® REQUIRED WHEN WORK OCCUPIES THE LOCATION FOR WORE THAN 3 DAYS MOBILE ATTENDATCR FLASHING BEACON X' SEE FINES DOUBLE SIGNING NOTES ON 51011 I2 Computer File Information Creation Dale 07/04/L2 Lost Modica) on Dote FOPotn w adored., IAAboy/l aIfc/MalfcratmSWN-SUTA 5HNPPgllf RAfiyne S 630-01 dgn CAD Ver M crNStabon VW Scale NA to Scale Urvis. Eng en In GIs HAT Ina UN Sheet Revisions Oct< Comments Colorado Department of Transportation 12GI Eaet GSA s Avenue Penner OS75d0 90222 Phone ]0] 75] 95N} FAX JO] 757 9219 �coA Safety & Traffic Engineering KCM TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION STANDARD PLAN NO S-630-1 Issued Ey Safety & Traffic Engineering Branch July 1 2012 Sheet Nd0gtWePM E FOESS GOO 5 R26 SIGN SEQUENCE IS THE SAVE TO BE PROVIDED EVERY FOR THE OPPOSITE DIRECTION 2640 OF THE BE CHANGED BY R52 -6a OR THE SPACING SIGNS MAY AS DIRECTED THE ENGINEER BETWEEN AND 452 6b SIGNS ^ �1-500=:-500• 2640 (7; //�I I-500-4-500LLL1...II1�___50O—I—VAR I I I—I1100� 5'00 VAR—IC� \ ` 1 I ,0 4' 10560 IZfi40�1 I \ SZBO 5280 SPACE I \ O ®®Jml BEGIN 1 %A SP® WAIIDI ,1'DOUBLE 1.1Llrfar a FINES IN WORK ZONE NCRRA ® LOOT G20 5 R21(XM) BE 'REPARE. 0 STD: WOW pN rm 620 5 R21dM) END — SOSSE i(Y1: 0THSTRUCBRI HANKS YOU LOOT XX R21106) G20 II R52 fio XX XX inn MX R51fib620 10 ROCK SCALING R52 6a SHALL BE PLACED NOT MORE THAN 500 B FORE NO 4 PLACEN NT OF THESE A A SIGNS ARE TO BE • • DIRECTED BY THE LEGEND X MILES TH FIRST SPEED LIMIT SIGN ARRAY NGINEER e BE PREPARED .iii . ROCII -3 5IGSER IT x 1 SCALING n 1M1 yYYY"`K I waE DIRECTION OF TRAVEL TO STOP 20 MINUTE ... BE WOO 50(M) 520 7 BERN AREA VMS ROCK SCALING ]NILE CLOSURE EXPECT BELAYS ROCK SCALING REPPREF MILES 0 STD: VMS G20 W22 50(5) A STEP DOWN PEED LIMIT IS REQUIRED ISS MORE THAN A 15 MPH DIFFERENCE BETWEEN EEL LIMIT CONSTRN THE NORMALOSPEED 5514 W22 50(X) RJ 4 WHEN AND THE CASE NO 28 ® • MOBILE ATTENUATOR (AT THE DISCRETION OF THE ENGINEER) THESE DEVICES ARE OETOJR DESIGN AVO/ORTSCOPE CF THEIR CONSTRUCTION BE +SAD ARE CONSTRUCTION ZONE SPELIMIT OTHERWISE THIS GOO 5P/R2 1(MM) SIGN ASSEMBLY REQUIRED HET ARE INCLUDED IN TM SCHEDULE OF CONSTRUCTION IS NOT TYPICAL APPLICATION CONTROL DEVICES ROCK SCALING - ROAD CLOSURE, 4 -LANE DIVIDED HIGHWAY O THESE DEVICES PRE NOT OPTIONAL IF THE POSTED SPEED LIMIT IN THE RO K ZONE IS REDUCED O G20 115106 IS REWIRED SANER SECTION 626 PUBLIC INFORSATION SERVICES PROJECT SPECIA PROVISION x(RRSTEET SPECIFICATION IS REQUIRED WITH PRD£CT BUFFER SEE GENERA. NOTE 210N SHEET I SP`A1C'E { Y FLASHING BENCUN �T * SEE FIRES DOUBLE SIGNING NOTES ON SHEET 12 Computer File Information Sheet Revisions Colorado Department of Transportation .� 0201 East AMd 80 Avenue 222 L p, Phone 303°7557 9543 FAX 303 757 9219 Safety & Traffic Engineering KCM TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION STANDARD PLAN NO Dote Comments Cr Ion Date 07/04/12 I tale RRR C L30 J lJ Last Mod Lathan Date 07/26/13 InTrols KEN ® O C 07/26/13 Jivc`inmaa.wias,rau�.... IAA. FLAPATH memmad.mL°T /Or n/6 IFw RE rNIESAA -Oars Sheet No.giftfB24 DrY9I rgilqvAIgne S 630 01 On Issued By Solely & Traffic Engneer no Branch July 4 2012 CAD ver MaroStot or VB Scale Not to SASS Unix ENO O •BARRICADES A W20 1 USE BOTH WES DURING 60NGESTIDN W4 50 ♦ 2640 W20 I / 420 516) 1114 51 2640 *4 DD -+-500-500 1'I 020 5P R52 -6o R52 -6o SHALL BE PLACED NOT MORE THAN 500 BEFORE THE FIRST SPEED LIMIT SIGN ARRAY XX R2 IOW • F- 504--507/- a0 5001—i 5001-,1 1500 I \ I I 00 I I L I wE G20 R2 1(XSPX) A STEP-DOWN SPEED LIMIT IS REWIRED WHEN THERE IS MORE THAN A 15 MPH DIFFERENCE BETWEEN THE NORMAL SPEED LIMIT HID THE CONSTRUCTION ZONE SPEED LIMIT OTHERWISE THIS 020 5P/R2 11001 SIGN ASSEMBLY IS NOT REQUIRED SI W4 2)61 G20 5P 62-6P W4 52 Zit DO NOY PASS R4 I TV RE PROVIDED EVERY 2640 OR THE SPACING OF THE SIPS MAY a CHANGED AS DIRECTED BY TIE ENGINEER BETWEEN 652-6a 210 652ib SIGNS ARROW PANEL CASE NO 29 TYPICAL APPLICATION LATE MERGING - ONE LANE CLOSED, 4 -LANE DIVIDED HIGHWAY • TEMPORARY WHITE EDGE LINE 100 MAX aeN R4 2 mu 652 6b NYC CoPRGYPI 0x R2 1000020 10 LEGEND C CHAN1ELIZING DEVICE FOR THEE GE DEVICE TO BE USED SEC THE SOEDIILE OF CONSTRICTION TRAFFIC COOTRO DEVICES INCLUDED IN TIE PLANS IF PROECT IS DESIGNATED AS A SIGNIFICANT PROJECT (SEE GENERAL NOTE 261 CONCRETE BARRIER SHALL BE USED FOR CHANnELIZATIOI DEVICES (TEMP) AS DETERMINED BY THE ENGINEER - TYPE III BARRICADE 4—t DIRECTION OF TRAVEL WORK AREA ADVANCE WARNING FLASHING OR SEOUERCING ARROW PANEL MD/OR DEVICES ARE OPTIONAL SCOPE OF CONSTRICTION AACCTIVITi NO ARE REQUIRED EED 9141 BE DEr CCM DESIGN NECNECN THEY IN0 LWED IN THE SCHOIEE O CONSTRUCTION 02ITREL DEVICES • THESE DEVICES ARE NOT [(WILDLY. IF TIE POSTED SPEED LIMIT IN TIE WWN IDNE IS REDUCED ® G20 11 SIGN IS REQUIRED WHEN SECTION 626 PUBLIC INFORMATION INFORMATION SERVICES PROJECT SPECIAL PROVISION WOKS RET SPECIFICATION IS REODRED WITH PROJECT O REWIRED WHEN WORN OCCUPIES THE LOCATION FOR MORE THAN 3 DAYS * SEE FINES ODBLE SIGNING NUIES IN SHEET 12 ® MOTILE ATTFMIATON L TRANSITION TAPER LENOIR MINIMA, LENGTH OF TOPER SPEED 45 MPH CR MORE L = S N SPEED 40 MPH SR LESS L = W S = NUMERICAL VALUE OF SPEED LIMIT OR 65 PERCENTILE SPEED x = WIDTH OF OFFSET SHOULDER TAPER = 1/5 L BkrILEER SEE GENERA. NOTE 210N SIFT L Computer File Information Crest an Date 07/04/12 In Las MR Lost Mad feat en Date 06/23/16 In talc MBhot FuU Poth ARAVAINNAMON/UGIfA alfc-N-Ntmaard-WN VPNc o'PALMNFP)Te S 630-01_160124 don CAD Ver M,VHNSlaUan VB Seeds Not to Scale Untr Engl. Sheet Revisions Dot Comments GID 06/23/16 Iioliwo "GP P, wql Colorado Department of Transportation A® Safety IN Traffic Engineering KCM 4201 East AVMan,es Ave ue De or Cols ado 60222 Phone 303 757 9543 FAX 303 757 9219 TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION STANDARD PLAN NO S-630-1 Issued By Safety & Traffic Enomeenng Broach July 4 20(2 Sheet NdR9ttPoTl4 0 020 11 500 I 500 20-1 G20 10 * W3 4 052ib 500 I 500 • 452 6a W3 COO 10 020 II W20 J T 500 VARIES 50 TO 100 A 500 gut R52 65 500 2 1T 510 * G2010 500 II FNES ZONE 052 65 VARIES d SIGN SEQUENCE IS THE SAME FOR THE OPPOSITE DIRECTION 4F ROTH HIGHWAYS AT G20 11 SIGN SEQUENCE IS THE SANE FOR THE OPPOSITE DIRECTION OF BOTH HIGHWAYS r O A?r. G20 II 500 500 I * GOO 10 FM DOUBLE R32-61, CASE NO 30 TYPICAL APPLICATION ROUNDABOUT - PARTIAL CLOSURE NEAR ONE -LANE ROUNDABOUT LEGEND ® CHMNELI2ING DEVICE FOR TYPE OF DEVICE TO BE USED SEE THE SCHEDULE OF CONSTRUCTION TRAFFIC CONTROL DEVICES INCLUDED IN THE PLANS IF PROJECT IS DESIGNATED AS A SIDNIFICART PROJECT (SEE GENERA. NOTE 26) CONCRETE BARRIER SHALL RE USED FOR CHMNELIZATIIIN DEVICES (TEMP) AS DETERMINED BY THE ENGINEER TYPE III BARRICADE 4—• DIRECTION OF TRAVEL 5555! WORN AREA A)VARCE WARNING FOAMING OR SEQUENCING ARROW PANEL A THESE DEVICES ACE OPTIONAL THEIR HEED SHALL BE DETERMINED BY DETOUR DESIGN MD/OR SCOPE OF CONSTRUCTION ACTIVITY MO ARE REQUIRED WHEN THEY ARE INCLUDED IN THE SCHEDULE OF CONSTRUCTION CONTROL DEVICES O THESE DEVICES ME MT OPTIONAL IF THE POSTED SPEED LIMIT IN THE WORN ZONE IS REDUCED m 020 II SIGN IS REQUIRED WHEN SECTION 616 PUBLIC INFORMATION INFORMATION SERVICES PROJECT SPECIAL PROVISION WORKSHEET SPECIFICATION IS REQUIREO WITH PROJECT —f } FLASHING BEACON O REQUIRED WHEN WORN OCCUPIES THE LOCATION FOR MORE THAN 3 DAYS * SEE FINES DOUBLE SIGNING NOTES ON SHEET 12 MOBILE ATTEMIATOR L TRANSITION TAPER LENGTH L = MINIMUM LENGTH OF TAPER SPEED 45 MPH OR aaRE L = S 4W SPEED 40 MPH DR LESS L = M6at S = HLMERICAL VALUE OF SPEED LIMIT OR 85 PERCENTILE SPEED W = WIDTH OF OFFSET SHOULDER TAPER = 1/3 L BSPACEUSEE GENERAL NOTE 210N SHEET I FFER !Ta FLKGER ROAD TYPE 01STMCE BETWEEN SIGNS B C URBAN (e=40 MPH) 100 100 100 URBAN 1>=45 MPH) 350 350 350 RURAL 500 500 500 EXPRESSWAY/FREEWAY 1000 MOO 2640 Computer File Information Cleatmn Dote 07/04/12 In t ads NEN Lost Mod llcat on Date 06/23/16 InlUals MOhat Full Poth role udadel nlo/NYari/Vail c/I 01(05 Blonde d Elms ,A}Kurag4814,111,ne S 630 01 dgn CAD Ver M ATASIAban VII Scale Not to Scale Usts End. Sheet Revisions Date Comments 12/06/14 06/23/16 NEW SHEET IT OLD SHEET 17 NOW SHEET 2, QID Colorado Department of Transportation 4201 CA/i aKansa: A enae Denver Calarada 80222 Phone 303 757 9543 FAA 303 757 9219 Safety & Traffic Engineering KCM TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION STANDARD PLAN NO S-630-1 Issued By 581ety & Traffic Eng neervlg Branch July 4 7012 Sheet NdWMtT7 4 I500 A GOO II A NEE G20 11 * SEIVI NIES MNIE R52 6a C0.,RTt1 }Ara m. G20-10 500 * NyEs N NON R52 -6a W20 1 Via OR 500 WOO -I AN7 20 _ * EINS KYZ CCUIRL DUNN YOU 554654555 GOO 10 BUFFER SPACE * sio 00 FRIES G0 R52 -60I 11I I'INt I 500 E9 IITUVAA IONE G2610 NOTE 500 R52-60 ADDITIONALRAGGERS MAY E NECESSARY TO PROVIDE WORK ENE ACCESS FOR CONSTRUCTION VEHICLES £7 SIGN SFOIFNCF IS THE SAVE 020 II C FOR THE OPPOSITE DIRECTION / OF ROTH HIAHWAYS / 500 500 xyz GTSRCT YAMS 101 * G70 -1a R52 -6b SIGN S GIPNIE IS THE SAME FOR THE OPPOSITE DIRECTION OF BOTH HIE WAYS r ATW G20 11 CASE NO 31 TYPICAL APPLICATION * ROUNDABOUT - INSIDE LANE CLOSURE FOR TWO-LANE ROUNDABOUT LEGEND A TRUCK DETOUR MITE MAY BE NECESSARY TO DIVERT TRUCKS AWAY FROG THE ROUNDABOUT CIRCLE /LSD NECESSARY IS A STREET NAME AVONR ROUTE NUKER 5101, INFERRING ROTSESTS SERE DIET NEED TO EXIT TIE RTUNOIBWO CIRCLE TO ENTER TIE DESIRED STREET MO/D3 ROUTE NUMBER ■ CHANNEL171NG DEVICE FOR TYPE Cr DEVICE TO BE USED SEE TIE SCHEDULE OF CONSTRUCTION TRAFFIC CONTROL DEVICES INCLUDED IN THE RMS. IF PROJECT IS DE5IOATE0 AS A SIGNIFICANT PROJECT (SEE GENERAL NOTE 16) C(VICPETE BARRIER SHALL BE USED FIN CHAUELIZATION DEVICES (TEMP) AS DETERMINED BY THE ENGINEER - TYPE III BARRICADE 4-• DIRECTION OF TRAVEL WORK AREA © ADVANCE WARNING FLASHING 6 SEQUENCING ARROW PANEL A THESE DEVICES ARE OPTIMAL THEIR ICED SHALL EE DETERMINED BY DEIOH DESIGN AND/IN SCOPE OF CONSTRUCTION ACTIVITY Am AE REQUIRED WREN THEY ARE R INCLUDED IN THE SCIEOE 6 °INSTRUCTION CCATR . DEVICES O THESE DEVICES ARE NOT OPTIONAL IF THE POSTED SPEED LIMIT IN THE MORAL 7OE IS REDUCED ® G20 ',SIGN IS REQUIRED WHEN SECTION 625 PUWLIC DEORMATIO INFORMATION SERVICES PROJECT SPECIAL PROVISION WORKSHEET SPECIFICATION IS REQUIRED WITH PROJECT } FLASHING BEAN OO REWIRED WHEN WORN OCCUPIES THE LOCATION FOR MORE THAN 3 DAYS * SEE FINES °OBE SIGNING NOTES ON SHEET I1 ® MOBILE Al1ENJNTOR L TRANSITION TAPER CENCOB L = MINIMUM LENGTH 6 TA°ENSN SPEED 45 NPH OR WORE I= SBN N SPEED 40 MPS OR LESS. L = - S = NUMERIC/1 VALUE OF SPEED LIMIT Oi 65 PERCENTILE SPEED w = WIDTH 6 6EET STOUTER TNER = 1/5 L BUFFER SPACE SEE QHERAL NOTE 21 ON SfET 1 NI —a RADLER ROAD TYPE DISTANCE BETWEEN SIGNS A B C LYDIA IK=40 I/PHI 100 100 100 LABIA IP 45 MPHI 350 350 550 RURA, 500 SOO 500 EXPRESSWAY/FREEWAY 1000 1500 2640 Computer File Information Crest an Date 07/04/12 In t als NEN Last Mad N cat an Date 06/2J/16 In t GIs uehat FUR Poth dWAINANlnleAtrvNILNIAyYd1cs:tandordpme �gq,Wgq ygNNPNHN S 630-01 dgn CAD Ver N HHVStabon VB Seale Not la SOON UNiz EnINsh GO) CEED Sheet Revisions Date Comments I2/OB/14 06/23/16 NEW MEET ICE OD SET IR MDW SHEET 22 Colorado Department of Transportation 1201 Eosi ANMOHNO. AVen e Denver COIOIUBN 90222 Phone 303 757 9503 FAa 303 757 9219 Safety & Traffic Engineering KCM TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION STANDARD PLAN NO S-630-1 Issued By Safety 6 traffic Engmeernq Branch July 1 2012 Sheet Nd°EtPo'A24 0 1920 2 0 I 500 G20 It 420 I oiv Fives A IL 020 II * 500 ®052 60 500 R52 -bb 500 500 * SOY R52 -6b 02010 I SW *201 CASE NO 32 TYPICAL APPLICATION * 020 ROUNDABOUT - OUTSIDE LANE CLOSURE FOR TWO—LANE ROUNDABOUT KYR COSS. M HMV Yoyl 598395595 620 ID G20 11 100 L SIGN SEQUENCE I9 THE SAVE -' I 5 FOR THE OPPOSITE DIRECTION 414 2R * 500 500 88 gives 452 6b 020-10 LEGEND A TRUCK DETOUR ROUTE MAY BE NECESSARY TO DIVERT TRUCKS AWAY FROM THE ROUNDABOUT CIRCLE ALSO NECESSARY IS A STREET NAME AND/OR ROUTE NUMBER SIGN INFORMING MOTORISTS WHERE THEY NEED TO EXIT THE ROUNDABOUT CIRCLE TO ENTER THE DESIRED STREET AND/OR ROUTE NUMBER 8 CHAWIELI2ING DEVICE. FOR TYPE OF DEVICE TO BE USED SEE THE SCHEDULE OF CONSTRUCTION TRAFFIC CONTROL DEVICES INCLUDED IN THE PLANS IF PROJECT IS DESIGNATED AS A SIGNIFICANT PROJECT (SEE GENERAL NOTE 261 CONCRETE BARRIER SHALL BE USED FOR CHANNELIZATION DEVICES (TEMP) AS DETERMINED BY THE ENGINEER — TYPE III BARRICADE 4— DIRECTION OF TRAVEL 4.4.4 WORK AREA © ADVARCE WARNING FLASHING OR SEQUENCING ARROW PAREL A TANESE D/OR SCOPE S IRE OPTIONAL OF CONSTRUCTION THEIRACTIEIT AM CARE E DETERMINED WHEN THEYDRAEESIGN INCLUDED IN THE SCHEDULE OF CONSTRUCTION CONTROL DEVICES o THESE DEVICES ARE NOT OPTIONAL IF THE POSTED SPEED LIMIT IN THE NORA ZONE IS REDUCED ® G20 II SIGN IS REQUIRED WHEN SECTION 626 PUBLIC INFORMATION INFORMATION SERVICES PROJECT SPECIAL PROVISION WORKSHEET SPECIFICATION IS REQUIRED WITH PROJECT e REQUIRED WHEN WORK OCCLPIES THE LOCATION FOR (ARE THAN 3 DAYS * SEE FINES DOUBLE SIGNING NOTES ON SHEET 12 4111811.9 ATTENOATDR L TRANSITION TAPER LENGTH = L = MINIIAM LENGTH OF TP2Ell SPEED 45 MPH OR MORE L S W SPEED 40 MPH OR LESS L S = NUMERICAL. VALUE OF SPEED LIMIT OR 85 PERCENTILE SPEED W = WIDTH DI OFFSET SHOULDER TAPER = I/O L SUE SEE GENERAL NOTE 21 ON SHEET I W FLADLER ROAD TYPE DISTANCE BETWEEN SIGNS A B C URBAN (<=4o MPH) 100 100 010 URBAN (>=45 MPHI 350 350 350 RURAL 500 500 500 EiPRESSWAY/FREEWAY 1000 1500 2640 Computer File Information Cr eat n Oat 07/04/12 Int As KEN Last ModHlcCUon Dote 08/23/16 INEIOIX NBhal F OP thICNRAINP AI. yA olfi4Ar N4+ t e 0-Plm epAgy)ylgltgfy'prne S 630 01 dgn CAD Vey N ro51 Inn VR Scale Not to SCAN Units Engleh Sheet Revisions Date 12/06/14 06/23/16 Comments NEVI SHEET 19 OLD SLEET 19 NOM LEFT 23 IrgUATIl04tF )s milplj}µAu u DEED Colorado Department of Transportation 4201 East NkOnsas Avenue Denver Colorado 80222 )j Phone 303 252-9543 FA% 303 757 9219 Safety & Traffic Engineering KCM TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION STANDARD PLAN NO S-630-1 Issued By Solely BI TraifIc Englneerng Branch July 4 2012 Sheet Nd*Rt To1A224 0 ATa LEGEND * Glathral 6aacs n 020 10 052 66 500 500 0 020-11 500 500 * 0020-1 ISE 050-60 800-4 0020 7 500 * 500 R52-66 50O INKS CA 55,5,355 I11 /1A III 500 rAZ 11NAvo hat 020 10 R52 -6N 500 SIMN SF1IRNFF Is INF SAW FOR THE ITPPn51TE DIRECTION l0 RICO sFOhrNcr IS THE SAVE G20-11 FOR THE OPPOSITE OIRECTION 500 I 500 * R52 -6N 020 11 CASE NO 33 TYPICAL APPLICATION * ROUNDABOUT - PARTIAL CLOSURE FOR ONE -LANE ROUNDABOUT KaNal 020-10 A TRUCK DETOUR ROUTE RAT BE NECESSARY TO DIVERT TRUCKS AWAY FROM THE ROUNDABOUT CIRCLE ALSO NECESSARY IS A STREET KALE AAD/DR ROUTE AMBER SIool,1506RKING MOTORISTS WHERE THEY NEED TO EXIT TIE ROUNDABOUT CIRCLE TO ENTER TIE DESIRED STREET AO/OR ROUTE NUMBER • CTA ELIIING OEVICE FOR TYPE 50 DEVICE TO BE USE° SEE THE SCHEDULE OF 0655TRUCT10, TRAFFIC 501110. DEVICES INCLUDED IN THE PLANS IF PROFCT IS 0E51GNA1E6 AS A SIONIFICINT PROJECT (SEE GENERAL NOTE 26) CONCRETE BARRIER 91/LL BE USED FOR CHAONELIZATIOI DEVICES (TEMP)AO DETERMINED BE THE ENGINEER. — TYPE III BARRICADE 4—• DIRECTION OF TRAVEL WORN AREA © ADVANCE WARNING FLASHING OR YOLENCING ARROW PANEL • e OUR CESIGN O/ORGESCOPE6ME 6 CONSTIONAL RUCTION THEIR ACTIVITT SHALL. MO ORE DREWIREDDBY WIEN 1Ey µE INCLUDED IN THE 500(01E 6 CONSTRUCTION COMM. DEVICES THEY DEVICES ARE NOT OPTIC.. IF 13E POSTED WEED LIMIT IN THE WORK IONE IS REDUCED 020-11010N IS REQUIRED WHEN SECTION 616 PUBLIC INFORMATION INFORMATION SERVICES PROJECT SPECIAL PROVISION WORKSHEET SPECIFICATION IS REOUIREO WITH PROJECT O REQUIRED WHEN WORN OCCUPIES TIE LOCATION FOR MORE THAN 3 OATS * SEE FILES ORME SIGNING NOTES O1 SHEET 12 ® WHILE ANEMIA1aR L TRANSITION TAPER 5ENGT1+ _ L = MININN LENGTH 6 TWER52 SPEED 45 KPH OR MOREL $60 SPEED 40 MPH OR LESS L S. NUMERICAL VALE OF SPEED LIMIT OR B5 PERCENTILE SPEED VI= WIDTH OF OFFSET SHOULDER TAPER = 1/3 L oZE SEE GENERA. NOTE 1104 MEET 1 FVLGER ROOD TYPE DISTANCE BETWEEN SIGNS A B C URBAN (c=40 MPH) 100 100 100 (BBAN (2=45 MPH) 350 350 350 RURAL 500 500 500 EXPRESSWAY/FREETEM 1000 1500 2640 Computer File Information Creal on Dale 07/04/12 Inlals KEN Lost 404111cot an Dote 06/23/16 In Lois MBhdt Fat Path edual a le / NI,HSOlKw.TTW-s-atwbethen r pCliarr9mfrelnRIPTne S 630-01 dgn COD Vel N«oSTaaon VB Seale Not La Scole UN, English Sheet Revisions Date Comments 12/08/14 06/23/18 NEW MEET 20 a➢ MEET 20 MW SIEE1 OR PIA -mF rs• m wdiNa ' COD Colorado Department of Transportation 4201 Bost ArLonsos Men e Denver Colorado 80222 Phone 303 757 9543 FAX 303 757 9219 Safety & Traffic Engineering KCM TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION STANDARD PLAN NO S-630-1 Issued By Safety 14 Traffic Englneermg Branch July 4 2012 Sheet NcPeE Dot!4 LEGEND 54133 MOBILE ATIONJAiDR VENIRE TWO 360-0EVVCE YELLOW FLASHING BEACONS NO YELLOW FLAWING VEHI&E 110115 DR STROBES ® VARIABLE MESSAGE SIGN (VMS) ♦ WHEN WS IS USED TIE SHEALDER CLOSED SIGN BECOMES OPTIONAL • THE PICK -IF VEHICLES OR WARNING VEHICLE MAY ENCROACH INTO THE TRAFFIC LANE WHEN THE SHOULDER IS TOO NARROW TO DRIVE ON O IWETi NNi OFT ESNET PE POSSER TICIPATED THE USE OF COVES OR STATIONARY © THE VARIABLE SEPARATION DISTANCE BETWEEN THE CONE PLACEMENT VEHICLE BAD CONE PICKUP VEHICLE SHALL BE DETERMINED BY THE TRACK DRYING TIME OE THE PAVEMENT MARKING MATERIAL ® OPTIONAL FOLK OWING DISTANCE CHART FOR WARNING AND MOBILE ATTENUATOR (OR CONE PICKUP) VEHICLE POSTED WI SPEED LIMIT IWH) 0 30 35 40 45 50 55 60 65 70 75 FOLLOWING DISTANCE (FEET) 150 550 325 700 BCE 500 750 1200 MOD 1400 1200 MOO NOTE scum AEuo VMS SHARON VEHICLE VARIES Nj I _ MOBILE ATTENUATOR Crib FOLLOWING DISTANCE 00 CASE NO. 34 TYPICAL APPLICATION MOBILE WORK ZONE MOpILE SHOULDER CLOSURE ON 2 -LANE UNDIVIDED HIGHWAY THE VARIARLE SEPARATION DISTANCE BETWEEN THE CONE PLACEMENT VEHICLE AND CONE PICKUP VEHICLE SHALL BE DETERMINED BY THE TRACK DRYING TIME OF THE PAVEMENT MARKING MATERIAL AGATES 00 00 APPLICATION GROUP 4- SHADOW VEHICLE CONE PICKUP CONE PLACEMENT VEHICLE (OPTIONAL! PICAUP VEHICLE Ids W2I 20 49 HIGHWAY PAINTING In T NRlf *21 20a ® wS wS L _ WET PUNT KEEP OFT FOLLOW! _ DISTANCE CASE NO. 35 CROP VEHICLE 115E TYPICAL APPLICATION* MOBILE PAVEMENT MARKING ZONE CFNTFRLINE STRIPING ON 2-I ANE UNDIVIDED HIGHWAY WET PUNT !OOP EFT VMS OR VARIES 00 Q VMS i _ OWL(GAIIEN „VEHICLE 00 4 USE CASE 35 IF SHOULDER IN CASE 34 IB TOO NARROW FOR Computer File Information Creal an Date 07/04/12 Int ols KEN Last Mod cot en Gate 03/16/2016 Initials NBC Full Path cdvedadatnl>Abo YAVolrc/Iralrc-e-NNNAN,dyKme y,girwchg„Thp,N1pyne S 630 I dgn CND Ver MoroStat an VS Scale Nal to Scale Vats EnOBsh CEMD CIEED GOD Sheet Revisions Date Comments 3/27/14 12/8/14 5/20/16 6/23/16 740awc ira AnrSSSBAiNMYsDV Y e�E p�AYIiL p�YIItt, SSLU1R, ELMMMAL IPJAIE1f WRT1A NOIIIIY UMB Colorado Department of Transportation 4' :C C 4201 East ',a Cos A en e O Denver Colorado 80222 Phone 303 757 9543 FAX 303 757 9219 Safety & Traffic Engineering KCM TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION STANDARD PLAN NO S-630-1 Issued By Safety & Traffic Engmeenng Brooch July 4 2012 Sheet Ne.Prt9f824 1 FOR CASE 436 VEHICI E/SIGN SEQUENCE IS THE SAVE FfR THE IFFT SIDE OF HIGHWAY. WHILE TAPER IS MIRRORED ABOUT THE CENTER LINE WHEN MOBILE WORN ZONE IS LOCATED ON THE LEFT SIDE OF HIGHWAY APPLICATION GROUP LEGEND MOBILE ATTENUATOR VENIRE TWO 360-0EGREE YELLOW FLASHING BEACONS MO YELLOW FLASHING VEHICLE LIGHTS ON STROBES ADVANCE WARNING FLASHING OR SEQUENCING AVOW PANEL a® PORTABLE VARIABLE MESSAGE SIGN (VMS) A WHEN TAE VMS IS USED THE SHOULDER CLOSED (W21 5oIl OR W21 51)11 AND RAVE CLOSED AHEAD SIGNS BECOME OPTIONAL ® IF TRACKING OF THE WET PAINT IS ANTICIPATED THE USE OF CONES OR STATIONARY WET PANT SIGNS SHALL BE POSTED Q THE VARIABLE SEPARATION DISTANCE BETWEEN THE CONE PLACEMENT VEHICLE. AID CONE PIMP VEHICLE SHALL BE DETERMINED BY THE TRADI CRYING TIME OF THE PAVEMENT MARKING MATERIAL 1® 0 TIN & FOLLOWING DISTANCE CHART FOR WARNING VFHTCI F AND CONE PICKUP VFHJCI FR POSTED IR SPEED LIMIT (APB) 0 30 35 40 45 50 FOLLOWING DISTANCE (FEET) 250 550 325 700 600 900 750 1200 1000 1400 1]00 1600 55 60 65 70 75 NOTES 1 THE SIGNING VEHICLES MAN ENCROACH INTO THE TRAFFIC LANE WHEN THE SHOULDER IS TOO NARROW TO DRIVE ON 2 IF THE RAMP CANNOT BE REOPENED WITHIN 15 MINUTES USE CASE ND 22 OF THE S-630 1 Sr AMMO PLAY SHADOW VEHICLE CONE PICKUP VEHICLE (OPTIONAL) Iwo CONE PLACEMENT PAVEMENT MARKING PIMP VEHICLE ,APPLICATION VEHICLE FOLLOWING DISTANCE W21 20 HIGHWAY HMG HID I NAIAD 121 200 VARIABLE KNOW PANEL OR LIR rgeon."471 ®I uu' ,I I wo 1 �1 AAA CASE NO. 35 TYPICAL APPLICATION MOBILE PAVEMENT MARKING ZONE LANE LINE STRIPING OPERATIONS MULTI -LANE DIVIDED HIGHWAY HIGHWAY PAINTING 1111 1 NRIS W21 204 WR® otIff SHADOW VEHICLE ROAD WORK al WNW OR N21 20 ANe VMS (PHASE II) CASE Nn. 37 TYPICAL APPLICATION MOBILE PAVEMENT MARKING ZONE MI IJ F RAMP WORK ZONE - EXPRESSWAY/FREEWAY Computer File Information Creation Cate 07/04/12 Ind all KEN Last Mod/talon Date 3/16/16 Inl Is FMC Full Path As colored a 1n1e/AS Y/6 16c/troIrcs-sto audye s Vf 905RI PIA< 5 630 1 d9n CAD Vet MaraStalen VB& Scale Not IN Scale USIA English cop Sheet Revisions Date cam Ants 3/27/14 12/6/14 5/20/16 5/23/16 552 0 sf.1T RTIIn01 510IdvHY c5 attEKMiq' W INmeE Mq giIRE Colorado Department of Transportation ®4]01 EP t MMvd Penner 03ler 74;1— Phone 303 757 9543 FAX 303 JSJ 9219 Safety & Traffic Engineering KCM .tor TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION STANDARD PLAN NO S-630-1 Issued By Safely & Troths Engineering Branch July 4 4014 Sheet No'.2F'#rfe24 LEGEND IO""�rW? REVILE ATIENUATD9 TRUCK TWO 300-0ECREE YELLOW FLASHING BEACONS I�d...�iILL11LLJJ AID YELLOW FLASHING VEHICLE LIGHTS OR STROKES gSl ADVANCE WARNING FLASHING ER SEQUENCING ARROW PANEL PORTABLE VARIABLE MESSAGE SIGN NMS) A WHEN THE VNS IS USED THE RIGHT LANE CLSEO MEAD (W9 20) SIGN BECOMES OPTIONAL ® THE CONE PICK-UP VEHICLE ON WARNING VEHICLE MAY ENCROACH INTO THE TRAFFIC LANE WHEN THE SMULDER IS T00 NARROW TO DRIVE ON NOTES IN RODWAY WHERE THE AMT IS 3000 OR LESS A SINGLE MORN VEHICLE WITH APPROPRIATE WARNING DEVICES ON THE VEHICLE MAY BE USED 2 RADIO COMMUNICATIONS BETWEEN THE WORNCREW ABS THE MOVING BLOCKADE ARE RECLINED TO ADJUST THE BLOCKADE TO INCREASE OR DECREASE THE CLOSURE TIME RELEASE TRAFFIC ONLY AFTER CONFIRMATION THAT ALL WORMERS HAD THEIR VEHICLES ARE CLEAR OF THE ROADWAY 3. IF APPLICABLE ALL SAWS ISO ACCESS BETWEEN THE MOVING BLOCKADE MD WORN OPERATION AREA SHALL BE TEMPORARILY CLOSED USING TRAFFIC CENTRE EQUIPMENT AND PERSONNEL CACI RAP MOSS REMAIN CLOSED UNTIL TIE CREW DOING THE MIRA GIVES THE Id_ CLEAR SIGNAL OR UNTIL THE FRONT at THE MOVING BL0CIODP PASSES THE CLOSED RANKS) FOLLOWING DISTANCE CHART FOR WARNING VFHICI F AND SIGNING VEHICLES POSTED WO SPEED LIMIT (SHIN) 0 30 35 40 45 50 FOLLOWING DISTANCE (FEET) 250 550 325 700 600 900 750 1200 1000 1400 1200 1600 55 60 65 70 75 0021 20 AN HIGHWAY PAINTING AIII I NM 0021 200 319 3101 p PICK IF CROUP MRICATION GROUP 4- 4- COOL PICKUP VEHICLE (M TINA.) SHMDN VEHICLE 4- 4 - CONE PLACEMENT PAVEMENT MARKING PIMP VEHICLE ARPLIC TEN VEHICL -D VARIES FOLLOWING DISTANCE TRUCK MOUNTED ADVANCED WARNING FLASHING OR SEQUENCING ARROW PANEL IC TYPE) AND TRUCK WONTED IMPACT ATTENUATOR (TYPICAL) CASE NO. 38 TYPICAL APPLICATION MOBILE STRIPING OPERATION OF LANE CLOSURE OF MULTI -LANE HIGHWAY (NOT FOR USE ON FREEWAYS) VEHICLE APPLICATION VEHICLE W9 3(R) CASE NO. 3@ TYPICAL APPLICATION MUD F OPERATION fIF I ANF CI DSURF OF MULTI -LANE HIGHWAY Computer File Information Crept an Date 07/04/12 I Lai: BEN Last Mod Neat on Date 05/17/16 In t als NNC F SPARK vv. eleradedalmlSAN ARm 0110 °Irrniwlardyw PESN6N99iki'14V41PFe 5 630 1 090 CAR Ver Mcre5R ton VN Scale Not to Sete UNtc EngnAN IMED Sheet Revisions Dote 12/8/14 05/20/1E 06/23/16 Convne to FIWLERLY SOFT 19 3l1f� &Eli&. 3 lrU" ATTENUATOR TO RILE ATTENUATOR VEHIC Colorado Department of Transportation cc 4201 East Arkansas A en e 0 Denver Colorado 80222 Ph no 303 757 6543 FAX 303 757 9219 ,Safety & Traffic Engineering KCM _i_ TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION STANDARD PLAN NO S-630-1 Issued By Safety 6 Traffic Engineering Branch July 4 2012 Sheet NcF*2374Y1 4 THESE FOR T THE 11015 6 ANT 1111 R 0R GAO' 210/A190ME1i 11 201S MI5 GO GAL T FACCI1 (1,1115.1111,1",4`11f 110111 UCIION ON 101 101 1 ROECT 6 NONE iNAN tN0 n) VRES IN LdcM Yrt0 iR10 IHRLgI 111 PROECL - YE 0X15 Sld 9110E 0 VENTED IN A 01 09 0 F990ION d ME 15-3 ,,,,,21,01,,,,01,-,1,r, U. (0.121 DE NAT MKRC IMRId ON Ntasa TIE PIaECI GASP NORL MO IS PLANE 9120 BE YBR1R .MST AWN 110 1W( Ll.E SEED UNIT SIGNS PRIER TO TK 50RN NNE PLEA 120-10 IRAN YED END THE SIGNPRETHIS SIGN ROAD BE ERECTED APPROXIMATELY 500 FEET 9ET10 Tx£ rt,l G}DRI COa1051 Ox PIa.Etl ImBNATIw SId 1110 Sld SMLD 0 f0<i00 0 ff5ONiBED u X61 iXE 4CTION 6x6 STAN0M0 SECIFICAlaN C20 -55N1 X MONTE CLOSURE EXPECT DELAYS THIS SIGN IS INTENDED FOR USE 500 FEET PAST PO ] THE x1011 11E /SPEED LIMIT SOX " "11ETW10 11 1 IRIS SId I5 USED FOR u059 FF 1WIF5 F11 USE u SOURENCS X11 IT IS OXS FOR PERIEDS 6 SORT 11110ONON WNEAE OKII 111 01541 10 5 1011 005 R TIT NOt IGSI00MT IO 9�DN RpOIE MA1Iig5 10 GLIbE 1RliFiG ADG THE CETCM M9 BKX D 115 10Th991ZE0 ROVE. 024 m( ) 000 5 NIA l 1 OIWRIIOA]NAT w 11 HAS BEFx BE511�8I91D OUE r0 lHE Qp51�16 Ne 10 } THE S10Ct ON MIwIAY t0 15 01 01115 C R}i( ) FEDAMtAr 104 sldS ARE u1FAff0 10 OWCf iRAFRc 500 u pvNCC ff Ne 5 TIE OMIT I/ AREAS SARI IIE 0.1400 PRMECT 0 11 1111111 SIC! -SPEED/LINT/0r lr THIS SIGN IS DIMMED 01 USE MO FEET PAST THE TH Ave Mr SId 10 BENG TRAFFIC BAOI TO ONIGUA POSTED SPEED NBA att'P IVES 01 10 MIS 90 IS MENDED EON USE WITHIN 15 0 FINIS TO RJOV9IE NOTIQ 6 1X00040 FINES FOR TRAFFIC NIMM NS WITHIN 0RN ZONES AD 5 R4 I 00 NOT PASS THIS SIGN SIa10 BE RACED AT TRANSITION TAPER POINT ND -9e R4 x PASS 01rN CARE 1 sl10 9001 BE RAM AT TRANSITION TNEa Pout 01 x THE 001150100E ENIOO01 II 1O0151T 1040110 504 01101110 110 N09N '2401 BEEGNC W 11 RII3 lap ROSED/I 0)Es NEpAT0.THIS SId 000 0 RKEO NHERE 000BHN TRKEIC 1-101 MMUST OErOW i0 01910 i0 RDSUIE 6 THE ROM STYE DISTANCE EEY10 EDI NHFAE i0 O IS OPEN 10 LOCA TRAFFIC 0 TO THE POINT Cr CLOSURE v9-}( ) 0 HIKED 1X00 RII A lap CLO40/IORIRU LPKFIC TON LPBAN IJSE 1X15 :Tat? 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TFN1 OR GOING THE DISTANCE T TO I I HERE IS AN 1IS 50] 1x14 *11ild 011 NOR CONU4 rNE MOTORIST SIa00 BE a KTDfaAVCE Ntrn WARNING Sid RARYExi TAME. Computer File Information ® - ® O Sheet Revisions Colorado Department of Transportation 4101DenvEast A can 80222 CO. Ph ne 303 757 9543 FAN 303 757 9219 Safety & Traffic Engineering KCM TRAFFIC CONTROLS FOR. HIGHWAY CONSTRUCTION STANDARD PLAN NO Greet on Date 07/04/11 in KEN Date Comments Ns Last Nod f cat on Dale 05/19/16 In L a1s NNC 07/26/1] CHANGE 00-70 SIGN CODE TO 020 7 S -63O-1 110 Path .4. Wme.P" Inla0➢ra141 IrF/M I1rnIendad4oN 12/B/l4 10RERT 5071 ]0 1gg5.oI,L44,41p(ne S 630-01 dgn 05/20/1E ADDED SIGN X2110 & W21 200 Sheet Nd 4/1rfe24 CAD Ver MD1010101 ve sable 50110 scale Ws. Enyfi Issued By Safety & 0111111 0191T0nng Branch July 4 2012 • FIELD FIT WING RAIL TO BACK OF RAIL (SEE NNE NO l BELOW) ATTACH WING RAL TO STATE AI AI Ar MO FOR IRK IC DIVERTED RIGHT REVERSE ANGLE OF STRIPES ON THIS SIDE FIXED • RAIL LENGTH TABLE TYPE 3 BARRICADE FIXED 'await LENGTH F A F B F C F 0 M A M B M C 6 IR I5 14 25 35 > 35 NOTES I TYPE 3 BARRICADES HAVE 3 REFLECTDRIZED RAIL FACES IF FACING TRAFFIC IN ONE DIRECTION AND 6 IF FACING TRAFFIC IN TWO DIRECTIONS 1 THE PORTION 6 THE POST ABOVE THE WOW LINE SHILL BE PANTED IN ACCORDANCE WITH THE APPROPRIATE GENERAL ROTE 3 DETACHABLE EXTENSION WING RAILS FOR BYPASSING OF CONSTRUCTION EOUIPYFNT ARE PERMITTED WHEN NECESSARY ON FIXED OR MOVABLE TYPE l BARRICADES THE LENGTH SHALL BE AIEOUATE TO CLOSE THE BORROW PIT AND/OR SHOULDER AS REQUIRED 15 I 6-6 MAN 1 J 5 0 MIN FOR TRAFFIC DIVERTED LEF REVERSE ANGLE 6 STRIPES ON THIS SIDE I. f fciasm I RII 1 ET M1 ION) I8 SANOBACS FOR ,HOED STABILITY 7 5 WIN `"r' m �L F-8 N MAY MIN L FOR TRAFFIC DIVERTED LEFT REVERSE ANGLE OF STRIPES MOVABLE -SKIDS MOVABLE -HINGED TYPICAL TYPE 3 BARRICADES TYPICAL BARRICADE CHARACTERISTICS BARRICADE DESIGNATIONS TYPE 3 RAIL WIDTH B MIN 11 MAY RAIL LENGTH AS REQUIRED SEE RAIL LENGTH TABLE HEIGHT 5 MIN USE TEMPORARY DR PERMANENT STRIFES SEE DETAIL 6 BARRICADE STRIPING AND APPROPRIATE GENERAL NOTES AETROHEFLECTIVE 15 RETROREFLECTIVE ORANGE WHITE FOR RAILS LESS THAN 3 LONG 4 WIDE STRIPES SHALL BE USED RAIL STRIPING DETAIL GENERAL NOTES I THE VANIDUS TYPES COMBINATIONS AND ,REPLICATIONS 6 SIGNS Ka WARNING LIGHTS FOR BARRICADES REQUIRED FOR EACH PROJECT SHALL BE A AS SPECIFIED OR DETAILED IN THE RAM a AS WIPE IN AAPLICABLE TYPICAL ILLUSTRATIONS C AS CALLED FEB MO SlaJECt TO APPROVAL BY THE ENGINEER 2 TEMPORARY AND PERMANENT BARRICADES TYPE 3 SHALL BE FABRICATED FROM APPROVED CRASH TESTED MATERIALS SEE SECTION NIB AND 630 6 THE STANDARD SPECIFICATIONS FOR ROAD AM BRIDGE CONSTRUCTION FOR ADDITIONAL REQUIREMENTS l ALL PANTING SHALL CONFORM WITH THE FOLLOWING A THE APPLICARLE SECTION 6 508 6 THE STANDARD SPECIFICATIONS B ALL SKIDS, BRACES AND POSTS SHILL BE PANTED WITH 1 COATS OF EXTERIOR WHITE PANT C THE BAC SIRES OF RAILS NO VERTICAL PANEL CHAVNELIZING DEVICES FACING ENE DIRECTION CF TRAFFIC ONLY SHALL BE PANTED WITH EXTERIOR WRITE PANT 0 ALUMINUM OR GALVANIZED STEEL SAES BRACES AND POSTS SHALL ROT BE PANTED 1 ALL STRIPED SURFACES SHALL CONORM WITH THE FOLLOWING A THE ENTIRE AREA 6 ORANGE AND WHITE STRIPES SHALL BE FABRICATED AS ONE PIECE B HORIZONTAL RILLS WING WALLS AND VERTICAL PANEL CHAVNIIZING DEVICES SHALL HAVE ORANGE AND WHITE STRIPES ON THE FACE SIDE(S) SLANTING DOWNWARD AT A 15 ANGLE TONARD TEE SIDE(S) TO WHICH TRAFFIC IS TO PASS OR TURN C PERMANENT BARRICADES SHALL HAVE fETR6ELECTIVE BED AND WRITE STRIPES THEY MAY BE USED RB LOCATIONS TO MAN RE EAR OF A ROAM STREET OR HIGHWAY THAT EMS AT A Z INTERSECTION OR WHERE THERE IS NO CROSSROAD OR OUTLET 0 AL RETROREFLECTIVE SHEETING SHALL CONFORM TO AST., 04556 I ORANGE AND WHITE SHALL BE TYPE II III OR IV 1 RED MD WHITE SHALL BE TYPE 11 III OR IV SHEET ILUMISUM OR OTHER SUITABLE LIGHT WEIGHT MATERIAL I IF SPECIAL PANELS 3 OR GREATER IN HEIGHT ME REDDIRED HEN WRITE 6 STRIPES SHILL BE USED ORANGE 1 IF FIXED PLACEMENT IS REQUIRED MOUNT ON DELINEATOR POST SEE COLORADO STANDARD RAN S BID I TYPICAL VERTICAL PANEL 5 FOR ALL WOODEN BARRICADE COMPONENTS NOMINAL LUBBER DIMENSIONS ME SATISFACTORY 6 ALL SCIEWS, BITS HIES AND RASHERS SHALL BE GALVANIZED OR CADMIUM RATED ] STABILITY 6 BARICADES AND CHAMNELIZING DEVICES SHALL CONFORM WITH TEE FOLLOWING A SANS (BASESI CF MOVABLE BARRICADES SHALL BE WEIGHTED WITH SANDBAGS ONLY WHERE NECESSARY TO PROVIDE STABILITY B NO MOVABLE OR PORTABLE DEVICE SHILL BE WEIGHTED SY IVY METHOD OR WITH ANY MATERIAL THAT WOOD MIRE THEM HAZARDOUS TO MOTORISTS 6 WARNING LIGHTS USED WITH BARRICADES DRUMS MO VERTICAL PANELS SHALL CaEON RITH THE FALLOWING A USE FLASHING WANING LIGHTS WHEN DEVICES ARE USED SINGLY AND STEADY BREW LIGHTS MEN THEY ARE USED IN A SERIES FOR CHANNIIZATION B REY SHILL BE POSITIONED ABOVE THE TIP RAIL 6 BARRICADES OR ON T6 6 DMMS Am VERTICAL PANELS 1 CONCRETE BARRIER (TEMPORARY) SHALL CONFORM WITH A PRECAST CONCRETE BARRIER AS SHORN ON COLORADO STANDARD PLAN M-606 I1 B BARRIER REFLECTORS SHALL BE INSTALLED THAT MEET THE REQUIREMENTS OF STANDARD TYPICAL DELINEATOR INSTILLATIONS EXCEPT THE RIMIINI SPACING SHALL BE 50 AND THEY RILL NOT BE PALO FOR BUT ARE INCLUDED IN THE COST 6 TIE BARRIER C CONCRETE BARRIER END TREATMENT SHILL BE IN ACCORDANCE WITH HEM ZONE CRITERIA, Me PLACED AS SAWN IN THE PLANS ID SIGN PANELS MOUNTED EN BARRICADES WILL BE PAD FOR SEPARATELY I TIE IN ANNAN DINERSTEIN SHALL APPLY TO TEE SMALLEST MEASUREMENT OF OBLONG RECTANGULAR OR FLATTENED 510E DROSS 2 THERE SHALL BE AT LEAST TM ORANGE AND TWO WHITE HORIZONTAL CIRCUMFERENTIAL RETROREFLECTIVE STRIPES ON EACH DRUM TYPICAL DRUM Computer File Information Crept on Dote 07/01/11 Last Mad ncot an Dote FLU Patti colorsclodttsfeAtecreArclicArelfc s sImdWVTHens HSOgUHPgarr,]gyygne S-630-01-1011 dgn CAT Ver N va5tAUon AB Scale Not to Scale Unis English In t Als Jsw IRNwIs Dote Sheet Revisions Comments 06/03/tX RnA1ER IamA IVIES 1 C Colorado Department of Transportation 'A-iV•J� Pnane 1303) ]5J 9543 -- - FAA (303) 757 9119 Safety d Traffic Engmeermg Branch KCM/MKB 9201 East Miro sos A en e Centre Colorado 80222 BARRICADES, DRUMS, CONCRETE BARRIERS (TEMP) & VERTICAL PANELS Issued By Safely & Traffic Engmeermg Branch July 4, 0012 STANDARD PLAN NO S-630-2 Sheet Nipet712)P @ EM-BR53-58A CR 53 BRIDGE REPLACEMENT PROJECT Bid Request No. B1800072 Weld County, Colorado ADDENDUM NUMBER ONE The following shall be incorporated into the CONTRACT DOCUMENTS, for the above -referenced PROJECT: A. Contractor Questions and Responses B. Revised Revision of Section 203. Excavation and Embankment C. Revised Revision of Section 630, Construction Zone Traffic Control D. Revision of Traffic Control Plan - General E. Revised Bid Schedule F. Revised Plan Sheets G. Design Plans for Existing Bridge BR53/58A H. ACOE 404 Permt March 28, 2017 All other terms and conditions of the CONTRACT DOCUMENTS shall remain unchanged. BIDDER must acknowledge receipt of this addendum in the space provided in the BID. Failure to acknowledge receipt of an ADDENDUM may be cause for rejection of the BID. A. CONTRACTOR QUESTIONS AND RESPONSES 1. Insurance Requirements Depending on the Bidder's final bid price on this project, it may be necessary to replace the Commercial General Liability Insurance requirements shown on pages 14 and 44. If the Bidder's final bid price is greater than $10 million, the General Liability Insurance requirements shall be changed to the following: $5,000,000 each occurrence; $5,000,000 general aggregate; $5,000,000 products and completed operations aggregate; $5,000,000 umbrella/excess liability each occurrence and aggregate; $1,000,000 Personal Advertising injury $50,000 any one fire; and $5,000 Medical payment one person If the Bidder's final bid price is less than $10 million, then the insurance requirements will remain as shown on pages 14 and 44 of the bid documents. 2. AutoCAD Drawings — For Information Only The AutoCAD .dwg files and .dtm file has been uploaded to the County's Purchasing website (https://www.weldgov.com/departments/purchasing/bids proposals/) and the BidNet website (https://www.bidnetdirect.com/) for use in preparing the bid. 3. Bid Schedule There is a minor error on item 700-00023 F/A On -the -Job Trainee. The Unit Price column shows the price to be $2,560.00 but the Total Price column shows the price to be $2,560.00. The price shown in the Total Price Column is correct. The Unit Price column should be $2,560.00. A revised Bid Schedule is attached to this addendum. 4. Question 1: Is there a set of as -built drawings for the existing bridge that is to be demolished? BID NO. 18000072 Page 676 of 828 Answer: To date, a set of as -built drawings has not been found in Weld County or CDOT records. However, a PDF of the design drawings is available. The PDF has been included as part of this addendum. 5. Question 2: There appears to be a discrepancy between the bid specifications and the General Notes in the plans regarding the depth of reconditioning. What is the depth of reconditioning that is required? Answer: The depth of reconditioning shall be 8 inches. Paragraph 1 in Section 203.01 of the Weld County Project Special Revisions (page 153 of the bid documents) shall be deleted. A revised Section 203 has been included as part of this addendum. 6. Question 3: We believe there may be an error in the quantity for bid item 507-00350 (Grouted Riprap Slope and Ditch Paving). Can you please verify? Answer: The quantity has been reviewed and the quantity has been revised. A revised Bid Schedule and revised plan sheets are attached to this addendum. 7. Question 4: The plans call for two 10 ft by 8 ft cast in place concrete box culverts. Can precast box culverts be used in lieu of the cast in place boxes? Answer: No, Weld County will not accept precast boxes in lieu of the cast in place boxes. 8. Question 5: What soil conditioning is to be used on this project? Plan page 98 calls for fertilizer, humate, and compost. Revised Section 212 of the Specifications calls for fertilizer and HGM. If fertilizer and HGM, can you specify a rate per acre for each product? Answer: On previous flood projects, Weld County has used the HGM as a soil conditioner because it contains humates and composted material. This project will use HGM as a soil conditioner. The application is 3,500 pounds/acre or as per the manufacturer's recommended rate. 9. Question 6: Can you provide details for the areas to receive temporary seeding? Answer: The temporary seeding is intended to seed stockpiles and berms that may be in the project area for more than a few months. The temporary seeding area locations are not currently known and will depend on where the Contractor stockpiles material. The temporary seed mix is the same as the permanent seed mix. 10. Question 7: Where can I find where the bid documents state the last day to ask questions regarding this project? Answer: See the Notice to Bidders in the Revised Specifications portion of the bid documents (page 114). The last day to ask questions is 7 a.m. on the Monday of the week of bid opening. For this project, that is 7 a.m. on Monday, April 2, 2018. 11. Question 8: Revised Section 107.25 that if any fines are levied by the CDPHE, the Contractor shall be responsible for all such fines. At what point does the Contractor stop being responsible for any fines associated with the CDPHE permit? Answer: The Contractor is responsible for any fines that are assessed by the CDPHE until the permit transfer has been approved by the CDPHE. If there are fines levied by the CDPHE for violations that occurred prior to the date of transfer but are levied after the transfer has taken place, the Contractor shall be responsible for any such fines. 12. Question 9: Please clarify how the dewatering force account can be utilized. Answer: The dewatering F/A is intended to be used for dewatering operations that occur outside of the edge of the river channel. It is intended for dewatering activities associated with BID NO. 18000072 Page 677 of 828 the construction of the box culverts, irrigation ditches, and roadside ditches. Any dewatering activities that occur in the channel (approximately stations 116+50 to 127+50) are considered incidental to the cofferdams and shall be included in the bid item. 13. Question 10: Can the dewatering F/A be used for cofferdams required for demolition of the existing bridge? Answer: No, any dewatering costs associated with the demolition of the existing bridge are to be included in the unit price for the removal of the existing bridge. 14. Question 11: The Colorado Parks and Wildlife (CPW) SB-40 requirements state that the Contractor has to stay out of the river for 1 week after the peak runoff has occurred. Before the peak runoff occurs, does the Contractor have to remove any berms, roads, etc. that have been constructed in the river channel? Answer: No, the CPW requirements do not require the Contractor to remove berms, roads, etc. prior to the peak runoff. However, the Contractor is responsible for complying with the Army Corps of Engineer's 404 permit and the CDPHE permit which may require mitigation measures for items left in the channel during peak runoff. The Contractor will be responsible for any fines levied by the Corps or the CDPHE for any violations that may occur. 15. Question 12: What is the expected date for the Notice to Proceed? Answer: Notice to Proceed is expected to occur between mid -May and mid -June. 16. Question 13: Is HMA acceptance based on voids or gradation acceptance? Answer: See the Revision to Section 106 — Conformity to the Contract of Hot Mix Asphalt (Less than 5,000 Tons with Gradation Acceptance). The revision starts on page 129 of the bid specifications. 17. Question 14: How will the cofferdam item be paid for? Answer: For this project, cofferdams will be paid for by the square foot to the 10 -year flood elevation. Any portion of the coffer dam extending above the 10 -year flood elevation will be considered incidental to the work and will not be paid for. Any sheet piling extending below a reasonable depth shall be considered incidental to the work and will not be paid for. The County will determine in its sole discretion what is reasonable. All work required for the cofferdams shall be incidental and will not be paid for separately. 18. Question 15: How long is the CPW review time and do they get a say in how to implement the dewatering plans and shoring plans? Answer: The CPW has requested a 2 -week notice for their review of in -river work plans which applies to dewatering and shoring plans. The plans are being provided to the CPW as a courtesy. If CPW comments within the 2 -week notification period, the Contractor shall take reasonable efforts to implement the CPW recommendations. The County will determine in its sole discretion whether the CPW recommendations are reasonable. Regardless of the CPW recommendations and the County's final decision, the Contractor's plans shall meet the other requirements of the ACOE and CDPHE permits. 19. Question 16: Page 11 of the plan set calls out for unclassified excavation. There is no bid quantity on the bid schedule for unclassified excavation. How will the unclassified excavation be paid? Answer: A bid item has been added to the bid schedule. The unclassified excavation is not Complete -In -Place (CIP). The Contractor will be paid for loading and removal of the material to BID NO. 18000072 Page 678 of 828 a location approved by the County's engineer or inspector. If the material is used onsite as embankment, it's placement will be paid for under them Embankment bid item. 20. Question 17: What does the Removal of Bridge item include? Answer: Removal of Bridge includes all work and costs associated with removing the existing bridge from the south approach to the north approach. Removal of the existing roadway approaches are included in the bridge removal. The existing roadway removals shall be graded to blend into the new roadway and bridge abutments. 21. Question 18: Will the County allow the use of recycled asphalt pavement (RAP) in the asphalt mix design? Answer: Up to 20% RAP may be used in the PG64-22 mix design for the lower lifts of asphalt. The PG64-28 mix design shall be a virgin mix with no RAP allowed. 22. Question 19: Can the County provide a copy of the ACOE 404 permit? Answer: The ACOE permit was included as part of the bid specifications packet (See pages 328-330). A copy of the permit is also included with this Addendum. 23. Question 20: Page 148, Revision of Section 202, reference trimming of trees as being paid by each. However, there is not tree trimming item in either the quantities or in the bid schedule. Can the County please clarify? Answer: Note 4 on sheet 12 of the plans states any trees less than 24 inches DBH shall be included as part of clearing and grubbing. If there are any trees that need to be trimmed as part of the project and the branches to be trimmed are less than 24 inches DBH, they shall be trimmed as part of the clearing and grubbing item. The County is not aware of any trees that need to be trimmed at this point in time. Tree trimming as an individual pay item is not applicable to this project. 24. Question 21: It is unclear on how many portable message panels will be required. The pay unit on page 212 says it will be paid by the day, but there is no item in the bid schedule for this. Can the County please clarify? Answer: Portable message panels are included as part of the Traffic Control Management item. There are 6 variable message boards that are that will be required. They will be used when CR 53 is closed during the construction of the transitions from the existing alignment to the new alignment. The signs will be located on CR 53 north and south of the work zone, on CR 388 east of the work zone, on CR 58 west of the work zone, and on Highway 34 both east and west of CR 53. A new Revision of Section 630 and a revision of the Traffic Control Plan — General have been included with this addendum. 25. Question 22: The phasing plans show 1:1 side slopes in the detour roadway sections with no temporary barrier. Should we assume that no temporary barrier is required if 1 :1 slopes are utilized in the detour pavement configuration? Answer: Please see the note on the phasing plans. The note states that the phasing plans provided are only a suggestion and the Contractor is responsible for their own phasing plans. The Contractor is responsible for the safety of the traveling public and the construction workers. If the Contractor believes temporary barrier is needed to provide a safe work zone, then they should include the temporary barrier in their phasing plans. The Contractor's attention should be directed to page 118 (near the CBCO where shoring is needed. This area at a minimum should have temporary barrier. 26. Question 23: What is the length of the project or the number of project days? BID NO. 18000072 Page 679 of 828 Answer: Page 115, Commencement and Completion of Work states the project must be completed by May 31, 2019. Item 15 above addresses when the Notice to Proceed is expected. 27. Question 24: Since the Revision to Section 105 gives the County the ability to remove any employee or project management staff from the project, does the Contractor get the same ability. Answer: No, the County this ability in order to ensure the Contractor's employees and project management staff are experienced and competent in the completion of their tasks. Prepared By: Clay Kimmi, P.E. Senior Engineer BID NO. 18000072 Page 680 of 828 B. REVISION TO REVISION OF SECTION 203, EXCAVATION AND EMBANKMENT 1 REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT Section 203 of the Standard Specifications is hereby revised for this project as follows: Subsection 203.01 General, shall include the following: Imported Material used for backfilling pipes (storm sewer, cross culverts, side drains, etc.) shall be tested for compatibility with the selected pipe material. When Non -Reinforced Concrete Pipe or Reinforced Concrete Pipe is used, the imported material shall be tested for sulfate and pH When Corrugated Steel Pipe, Bituminous Coated Corrugated Steel Pipe or Precoated Corrugated Steel Pipe is used, the imported material shall be tested for sulfates, chlorides, pH and resistivity. When Aramid Fiber Bonded Corrugated Steel Pipe or Corrugated Aluminum Pipe is used, the imported material shall be tested for pH and resistivity. When Plastic pipe is selected, the imported material does not need to be tested for sulfates, chlorides, pH and resistivity. Sulfates, chlorides, pH and resistivity shall be determined by the following procedures: 1. Water soluble sulfates using CP-L 2103 Method B. 2. Chlorides using CPL 2104 3. Resistivity using ASTM G57 4. pH using ASTM G51. Delete Subsection 203.02(c) and replace with the following: (c) Removal of Unsuitable Material. The removal of unsuitable material shall only be completed as directed by the County and shall be considered muck excavation. The replacement material for areas of muck excavation shall meet the requirements of Embankment with a minimum R -value of 20, Asphalt Pavement Millings, Aggregate Base Course (Class 6), and/or Geotextile (Reinforcement). Subsection 203.03, replace the first sentence with the following: All embankment material shall consist of material that has been obtained from required excavation or from an approved source. The Contractor shall not obtain embankment material, other than the developed from suitable materials excavated on site, without written approval of the Project Inspector. Material excavated at the project site may be used if approved by Weld County Inspector or Engineer. Subsection 203.03 replace all reference to CDOT's lab with Weld County Lab BID NO. 18000072 Page 681 of 828 .2 REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT In Subsection 203.06 delete the 4th paragraph and replace with the following: The cleared surface shall be completely broken up by plowing or scarifying to a minimum depth of 8 inches or as specified in the contract, the moisture content increased or decreased as necessary, and compacted to the specified embankment density for the material type present. In subsection 203.0, add the following: It is anticipated that the majority of soil excavated on this project will be placed within the roadway prism or hauled off -site. However, the Project Inspector has the authority to order that certain material be placed within the embankment side slopes. Unsuitable excavation materials produced from muck excavation and pipe installation shall not be used for embankment and shall be hauled off the jobsite. Topsoil which has been stripped and stockpiled shall be placed on the top of embankment slopes In subsection 203.08 Proof -rolling, delete the third paragraph and replace with the following: The proof roller shall be operated in a systematic manner so that a record may be readily kept of the area tested and the working time required for the testing. Repair to the satisfaction of Engineer, areas that are observed to have soft spots in the subgrade or where deflection is not uniform or is deemed excessive as determined by the Engineer.. The repair may involve muck excavation, geogrid reinforcement, replacement of excavated materials, or other methods as directed by the Engineer. After replacement and re -compaction, these areas may be proof rolled again if deemed necessary by the Engineer. The surface shall be maintained in a smooth condition, free from undulations and ruts, until other work is placed thereon or the work is accepted. After the subgrade has been stabilized, the Contractor shall perform proof rolling in accordance with subsection 203.08. Final proof rolling will take place a maximum of two days after all mechanical stabilization or unbound aggregate work has been completed, unless otherwise approved by the Engineer. Final proof rolling will take place a minimum of two days after all lime or other chemical stabilization work has been completed, unless otherwise approved by the Engineer. Add the following paragraph as subsection 203.08(a) Finishing: The finished surface shall be smooth and uniform conforming to the typical sections. Variation from the stabilized subgrade plan elevations shall not exceed. 0.04 feet. All irregularities, depressions, or weak spots, which develop, shall be corrected at the Contractor's expense. The surface shall be maintained in a smooth condition, free from undulations and ruts until other work is placed thereon or the work is accepted. No separate payment will be made for areas of unsuitable material excavation, geogrid reinforcement, or replacement of excavated materials. Subsection 203.11 shall be revised to include the following: The quantities for Embankment (Complete in Place) will not be measured, but will be the quantity designated in the Contract, unless field changes are ordered. If field changes are BID NO. 18000072 Page 682 of 828 3 REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT ordered, the quantities will be calculated using the revised dimensions and the additional volume of material shall be approved in writing by the Project Inspector prior to beginning the work. No allowances shall be made for shrinkage, swell, subsidence due to compaction of the existing ground or any other losses. Subsection 203.12 shall be revised to include the following: Payment for Embankment (Complete in Place) shall be full compensation for all work necessary to complete the earthwork to the lines and grades when on the Plans. This includes scarification, wetting and drying of soils to obtain optimum moisture content, compaction, testing, and hauling and disposal of excess or unsuitable materials off the jobsite. Payment will be made under: Pay Item Pay Unit Embankment (Complete in Place) Unclassified Excavation Cubic Yard Cubic Yard The Contractor will be paid for loading and removal of the material to a location approved by the County's engineer or inspector. If the material is used onsite as embankment, it's placement will be paid for under them Embankment bid item. END OF SECTION BID NO. 18000072 Page 683 of 828 C. REVISION TO REVISION OF SECTION 630, CONSTRUCTION ZONE TRAFFIC CONTROL 1 REVISION OF SECTION 630 PORTABLE MESSAGE SIGN PANEL Section 630 of the Standard Specifications is hereby revised for this project as follows: Subsection 630.01 shall include the following: This work includes furnishing, operating, and maintaining portable message sign panels. Portable Message Sign Panels will be required when CR 53 is closed for the construction of the transitions from the existing alignment to the new alignment. The signs will be located on CR 53 north and south of the work zone, on CR 388 east of the work zone, on CR 58 west of the work zone, and on Highway 34 both east and west of CR 53. Coordination with CDOT will be required for the placement of signs on Highway 34. The Contractor shall submit a traffic control plan to the County for review and approval prior to construction. The plan shall address all phases of construction. The Contractor shall take all necessary measures to maintain a normal flow of vehicular and pedestrian traffic to prevent accidents and to protect the work throughout the entire project. The Contractor shall make the necessary arrangements to reroute traffic, provide and maintain barriers, cones, guards, barricades, and construction warning and regulatory signs. Detours, street closures, and driveway closures which are required for the protection of the traveling public during construction of this project are included within the scope of traffic control and shall not be paid for separately. It shall be the Contractor's responsibility to maintain roadway traffic safety, adequately, and continuously on all portions of existing roads and cross roads affected by this work. The Contractor shall maintain that portion of the existing roadway being used to carry traffic so that traffic may readily pass over it, including provisions of any requiring temporary pavement markings. If it becomes necessary to properly move traffic through the construction area, flaggers shall be posted to slow down and reroute traffic. Flaggers are required when workers or equipment intermittently block a traffic lane. Flaggers shall be wearing Class 3 high visibility safety apparel and shall be equipped with a sign paddle. Add subsection 630.03(a) immediately following subsection 630.03 as follows: 630.03 Portable Message Sign Panel. Portable message sign panel shall be furnished as a device fully self-contained on a portable trailer, capable of being licensed for normal highway travel, and shall include leveling and stabilization jacks. The panel shall display a minimum of three - eight -character lines. The panel shall be a dot-matrix type with an LED legend on a flat black background. LED signs shall have a pre -default message that activates before a power failure. The sign shall be solar powered with independent back-up battery power. The sign shall be capable of 360 degrees rotation and shall be able to be elevated to a height of at least five feet above the ground measured at the bottom of the sign. The sign shall be visible from one-half mile under both day and night conditions. The message shall be legible from a minimum of 750 feet. The sign shall automatically adjust its light source to meet the legibility requirements during the hours of darkness. The sign enclosure shall be weather tight and provide a clear polycarbonate front cover. BID NO. 18000072 Page 684 of 828 2 REVISION OF SECTION 630 PORTABLE MESSAGE SIGN PANEL Solar powered message signs shall be capable of operating continuously for 10 days without any sun. All instrumentation and controls shall be contained in a lockable enclosure. The sign shall be capable of changing and displaying sign messages and other sign features such as flash rates, moving arrows, etc. Each sign shall also conform to the following: (1) In addition to the onboard solar power operation with battery back-up, each sign shall be capable of operating on a hard wire, 100-110 VAC, external power source. (2) All electrical wiring, including connectors and switch controls necessary to enable all required sign functions shall be provided with each sign. (3) Each sign shall be furnished with an operating and parts manual, wiring diagrams, and trouble -shooting guide. (4) The portable message sign shall be capable of maintaining all required operations under Colorado mountain -winter weather conditions. (5) Each sign shall be furnished with an attached license plate and mounting bracket. (6) Each sign shall be wired with a 7 -prong male electric plug for the brake light wiring system. Subsection 630.13 shall include the following: The portable message sign panel shall be on the project site at least 14 calendar days prior to the start of active roadway construction. Maintenance, storage, operation, relocation to different sites during the project, and all repairs of portable message sign panels shall be the responsibility of the Contractor. Delete Subsection 630.17 and replace with the following: All traffic control devices, traffic control management, and traffic control inspection shall be included in the Lump Sum cost for the Traffic Control Management bid item. Resetting, repairing, or replacing traffic control devices is considered maintenance of the devices. Cleaning and maintaining of traffic control devices is incidental to the Traffic Control Management bid item and will not be paid for separately. Subsection 630.16 shall include the following: Pay Item Pay Unit Traffic Control Management Lump Sum END OF SECTION BID NO. 18000072 Page 685 of 828 D. REVISION TO TRAFFIC CONTROL PLAN — GENERAL 1 TRAFFIC CONTROL PLAN — GENERAL The key elements of the Contractor's method of handling traffic (MHT) are outlined in subsection 630.10. The components of the traffic control plan (TCP) for this project are included in the following: 1. Subsection 104.04 and Section 630 of the specifications. 2. Standard Plan S-630-1, Traffic Controls for Highway Construction, and Standard Plan S- 630-2. 3. Schedule of Construction Traffic Control Devices. 4. Signing and Striping Plans. 5. Construction Phasing Details. 6. Detour Details. Unless otherwise approved by the Engineer, the Contractor's equipment shall follow normal and legal traffic movements. The Contractor's ingress and egress of the work area shall be accomplished with as little disruption to traffic as possible. Traffic control devices shall be removed by picking up the devices in a reverse sequence to that used for installation. This may require moving backwards through the work zone. When located behind barrier or at other locations shown on approved traffic control plans, equipment may operate in a direction opposite to adjacent traffic. Special Traffic Control Plan requirements for this project are as follows: During the construction of this project, traffic shall use the present traveled roadway unless identified on the plans or approved by the Engineer. The Contractor shall not have construction equipment or materials in the lanes open to traffic at any time, unless directed. Access to private properties shall be maintained at all times. During the resurfacing work, only one lane may be closed to traffic at any time unless approved by the Engineer. Traffic shall not be delayed for more than 15 minutes or as directed by the Engineer when the roadway is open to traffic. Two weeks prior to any road closure, the Contractor shall notify the Weld County Public Works Department. The Contractor shall not perform any work on the roadway between the hours of 6 p.m. and 6 a.m. unless approved by the Engineer. All costs incidental to the foregoing requirements shall be included in the original contract prices for the project. END OF SECTION BID NO. 18000072 Page 686 of 828 E. REVISED BID SCHEDULE ITEM NO. BID SCHEDULE ITEM DESCRIPTION UNIT BID UNIT (DOLLARS) PRICE TOTAL (DOLLARS) PRICE QUANTITY 201-00001 CLEARING AND GRUBBING AC 9.0 202-00010 REMOVAL OF TREE EA 83 202-00020 REMOVAL OF CONCRETE BOX CULVERT EA 1 202-00027 REMOVAL OF RIPRAP SY 535 202-00035 REMOVAL OF PIPE LF 183 202-00037 REMOVAL OF END SECTION EA 3 202-00150 REMOVAL OF WALL EA 2 202-00220 REMOVAL OF ASPHALT MAT SY 9,834 202-00400 REMOVAL OF BRIDGE EA 1 202-00810 REMOVAL OF GROUND SIGN EA 16 202-01000 REMOVAL OF FENCE LF 2,061 202-01035 REMOVAL OF GATE EA 6 202-01130 REMOVAL OF GUARDRAIL (TYPE 3) LF 367 202-01400 REMOVAL OF CATTLEGUARD (32 FT) EA 1 203-00000 UNCLASSIFIED EXCAVATION CY 3.500 203-00100 UNSUITABLE (CONTINGENCY) MATERIAL (MUCK EXCAVATION) CY 7,000 203-01100 PROOF ROLLING HR 40 203-01500 BLADING HR 40 203-01510 BACKHOE _ HR _40 203-01550 DOZING HR 40 203-01594 COMBINATION LOADER HR 40 203-02330 LABORER HR 40 203-00060 EMBANKMENT MATERIAL (COMPLETE IN PLACE) CY ` 32,180 203-01597 POTHOLING HR 32 206-00000 STRUCTURE EXCAVATION CY 1,270 206-00065 STRUCTURE BACKFILL (FLOW FILL) CY 449 206-00200 STRUCTURE BACKFILL (CLASS 2) CY 631 206-00510 FILTER MATERIAL (CLASS A) CY 857 I 206-01500 COFFERDAM SF 5,848 206-01781 SHORING (AREA 1) LS 1 207-00205 TOPSOIL CY 4;246 207-00210 STOCKPILE TOPSOIL CY 4,586 BID NO 18000072 Page 687 of 828 ITEM NO BID SCHEDULE ITEM DESCRIPTION UNIT BID QUANTITY UNIT PRICE (DOLLARS) TOTAL PRICE (DOLLARS) 208-00002 EROSION LOG TYPE 1 (12 INCH) (10 FOOT LONG) LF 5,220 208-00041 ROCK CHECK DAM EA 12 208-00045 CONCRETE WASHOUT STRUCTURE EA 3 208-00052 STORM DRAIN INLET PROTECTION (TYPE II) EA 20 208-00070 VEHICLE TRACKING PAD EA 6 208-00103 REMOVAL AND DISPOSAL OF SEDIMENT (LABOR) HR 100 208-00105 REMOVAL AND DISPOSAL OF SEDIMENT (EQUIPMENT) HR 100 208-00106 SWEEPING (SEDIMENT REMOVAL) HR 100 208-00107 REMOVAL OF TRASH HR 100 208-00207 EROSION CONTROL MANAGEMENT (ECM) DAY 260 210-00010 RESET MAILBOX STRUCTURE EA 1 210-00015 RESET END SECTION EA 1 212-00006 SEEDING (NATIVE) AC 8 0 212-00009 SEEDING (TEMPORARY) AC 4 0 212-00032 SOIL CONDITIONING AC 8 0 213-00002 MULCHING (WEED FREE HAY) AC 8 0 214-00215 DECIDUOUS TREE (1 5 -INCH CALIPER) (PLAINS COTTONWOOD) - CVSWA PROPERTY EA 25 214-00215 DECIDUOUS TREE (1 5 -INCH CALIPER) (GREEN ASH) - CVSWA PROPERTY EA 1 214-00215 DECIDUOUS TREE (1 5 -INCH CALIPER) (PEACHLEAF WILLOW) - CVSWA PROPERTY EA 28 214-00215 DECIDUOUS TREE (1 5 -INCH CALIPER) (BOXELDER) - CVSWA PROPERTY EA 1 214-00215 DECIDUOUS TREE (1 5 -INCH CALIPER) (AMERICAN ELM) - CVSWA PROPERTY EA 2 214-00260 DECIDUOUS TREE (6 FOOT) - ALACON PROPERTY EA 11 214-00301 DECIDUOUS SHRUB (60c1) (SAND BAR WILLOW) - CVWSA PROPERTY EA 525 216-00201 SOIL RETENTION BLANKET(STRAW/COCONUT) (BIODEGRADABLE CLASS 1) SY 492 BID NO 18000072 Page 688 of 828 ITEM NO. BID SCHEDULE ITEM DESCRIPTION UNIT BID UNIT (DOLLARS) PRICE TOTAL (DOLLARS) PRICE QUANTITY 240-00001 WILDLIFE BIOLOGIST HR 250 240-00010 REMOVAL OF NESTS HR 175 240-00020 NETTING SY 1500 304-06000 AGGREGATE BASE COURSE (CLASS 6) TON 12.950 403-33721 HOT MIX ASPHALT (GRADING S) (100) (PG 64-22) TON 2.800 403-34751 HOT 28) MIX ASPHALT (GRADING SX) (100) (PG 64- TON 1.606 420-00115 GEOTEXTILE (DRAINAGE)(SPECIAL) SEPARATOR SY 3,855 420-00132 GEOTEXTILE (SEPARATOR) (CLASS 1) SY 8,700 502-00460 PILE TIP EA 62 502-14102 STEEL PILING (HP 14X102) LF _ 6,125 506-00212 RIPRAP (12 INCH) CY 141 506-00218 RIPRAP (18 INCH) CY 2,493 506-00224 RIPRAP (24 INCH) CY 467 506-00212 SOIL RIPRAP (12 INCH) CY 122 506-00418 SOIL RIPRAP (18 INCH) CY 1056 507-00350 GROUTED RIPRAP SLOPE AND DITCH PAVING CY 121 512-00101 BEARING DEVICE (TYPE I) EA 6 513-00690 BRIDGE DRAIN (SPECIAL) EA 22 515-00120 WATERPROOF MEMBRANE SY 2,306 518-01004 BRIDGE EXPANSION DEVICE (0-4 INCH) LF 108 601-01050 CONCRETE CLASS B (WALL) CY 267 601-03040 CONCRETE CLASS D (BRIDGE) CY 1,596 601-40300 STRUCTURAL CONCRETE COATING SY 3.280 602-00000 REINFORCING STEEL LB 39.850 602-00020 REINFORCING STEEL (EPDXY COATED) LB 393487 603-01185 18 JCOMPLETE-IN-PLACE) INCH REINFORCED CONCRETE PIPE LF 32 LF 104 30 INCH (COMPLETE REINFORCED -IN CONCRETE PIPE -PLACE) 603-01305 603-01485 48 INCH (COMPLETE REINFORCED -IN CONCRETE PIPE -PLACE) LF 160 603-05018 18 INCH REINFORCED CONCRETE END _ EA 2 BID NO 18000072 Page 689 of 828 ITEM NO BID SCHEDULE ITEM DESCRIPTION UNIT BID QUANTITY UNIT PRICE (DOLLARS) TOTAL PRICE (DOLLARS) SECTION 603-05030 30 INCH REINFORCED CONCRETE END SECTION EA 4 603-05048 48 INCH REINFORCED CONCRETE END SECTION EA 3 606-00302 MIDWEST GUARDRAIL SYSTEM (MGS) TYPE 3 W -BEAM 31 INCHES LF 584 606-01370 TRANSITION TYPE 3G EA 4 606-02005 END ANCHORAGE (FLARED) EA 4 606-11030 BRIDGE RAIL TYPE 10M LF 1,499 607-01000 FENCE BARBED WIRE WITH METAL POSTS LF 2,467 607-11525 FENCE (PLASTIC) LF 509 607-60116 16 FOOT GATE EA 6 607-60316 16 FOOT GATE TWIN EA 1 609-40011 CURB, TYPE 4 (SECTION M) LF 152 611-00032 32 FOOT CATTLEGUARD EA 1 612-00001 DELINEATOR (TYPE I) EA 56 612-00003 DELINEATOR (TYPE III) EA 10 613-00200 2 INCH ELECTRICAL CONDUIT LF 2,998 614-00011 SIGN PANEL (CLASS I) SF 110 614-00218 STEEL SIGN POST (2 25x2 25 SQUARE POST) LF 141 614-01577 SIGN SUPPORT (2 25x2 25 SQUARE) (SLIPBASE) EA 18 615-00150 EMBANKMENT PROTECTOR (SPECIAL) EA 4 618-00184 PRESTRESSED CONCRETE I (BT84) LF 2,091 620-00001 FIELD OFFICE (CLASS 1) EA 1 620-00020 SANITARY FACILITY EA 1 621-00450 DETOUR PAVEMENT SY 8,675 625-00000 CONSTRUCTION SURVEYING LS 1 626-00000 MOBILIZATION LS 1 627-00005 EPDXY PAVEMENT MARKING GAL 178 627-30210 THERMOPLASTIC PAVEMENT MARKING (STOP LINE) SF 38 630-00012 TRAFFIC CONTROL MANAGEMENT LS 1 700-70390 WETLAND RESTORATION & REPLACEMENT AC 0 18 BID NO 18000072 Page 690 of 828 ITEM NO. BID SCHEDULE ITEM DESCRIPTION UNIT BID QUANTITY UNIT (DOLLARS) PRICE TOTAL (DOLLARS) PRICE 700-70010 F/A MINOR CONTRACT REVISIONS FA 1 $800,000.00 $800.000.00 700-70012 F/A ASPHALT PAVEMENT INCENTIVE FA 1 $32,000.00 $32,000.00 700-70016 F/A FUEL COST ADJUSTMENT FA 1 $6,000.00 $6,000.00 700-70018 INCENTIVE F/A ASPHALT PAVEMENT SMOOTHNESS F/A 1 $15.000 $15.000 700-70019 F/A ASPHALT CEMENT COST ADJUSTMENT F/A 1 $60,000.00 $60,000.00 700-70023 F/A ON-THE-JOB TRAINEE FA 1 $2,560.00 $2,560.00 700-70038 F/A DEWATERING FA 1 $150.000.00 $150,000.00 700-70315 F/A FENCE (TEMPORARY) _ FA 1 $20,800.00 $20,800.00 700-70380 F/A EROSION CONTROL FA 1 $30,000.00 $30,000.00 700-70427 F/A STEEL PILING FA 1 $10,000.00 $10,000.00 700-70429 F/A PILE CUTOFF FA 1 $10.000.00 $10,000.00 700-70592 F/A SURVEY MONUMENTATION FA 1 $1,500.00 $1,500.00 NOTE: INCLUDE ALL FORCE ACCOUNT ITEMS IN TOTAL BID AMOUNT. Total Bid (Dollars): Total Bid (Written Words): Amounts are to be shown in both words and figures. In case of discrepancy. the amount shown in words will govern. The above unit prices shall include all labor. materials bailing. shoring, removal, overhead. profit. insurance. etc.. to cover the finished work of the several kinds called for Bidder understands that the County reserves the right to reject any or all bids and to waive any informality in the bidding. The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days after the scheduled closing time for receiving bids. Upon receipt of County's written acceptance of this bid. Bidder will execute the formal contract attached within ten (10) days and deliver a Surety Bond or Bonds as required by the AGREEMENT. The bid security attached is to become the property of the County in the event the contract and bond are not executed within the time above set forth. as liquidated damages for the delay and additional expense to the County caused thereby. Respectively submitted, By: (SEAL - If bid is by a corporation) Title: Address BID NO 18000072 Page 691 of 828 F Revised Plan Sheets BID NO 18000072 Page 692 of 828 GROUND LINE TRENCH /A PIPE IN TRENCH DFTATI NTS VARIES WITH CULVERT SIZE CONCRETE CUTOFF WALL (SEE DETAIL THIS SHEET) LEGEND. ®COMPACTED STRUCTURE BACKFILL CLASS IREOUIRED ®EMBANKMENT MATERIAL e2?ao! EARTH ASPHALT FLARED END SECTION CONCRETE CUTOFF WALL THICKNESS 8 NOTFc 1 SEE DRAINAGE PLAN AND PROFILES FOR CONCRETE CUTOFF WALL LOCATIONS AND DEPTHS 2 THE COST OF THE CONCRETE CUTOFF WALL WILL NOT BE MEASURED OR PAID FOR SEPERATELY BUT SHALL BE INCLUDED IN THE PRICE OF THE FLARED END SECTION NTS NOTES FINISHED GRADE SCOTCH ILE (DRAINAGE) (SPECIAL) FILTER MATERIAL (CLASS Al (MIN 9 I 1 SOIL RIPRAP DETAILS ARE APPLICABLE TO SLOPED AREAS REFER TO THE SITE PLAN FOR ACTUAL LOCATION AND LIMITS TOPSOIL LAYER AND VEGETATED 2 MIX UNIFORMLY 651 RIPRAP BY AS REQUIRED BY PLANS VOLUME WITH 351 OF APPROVED SOIL - AND SPECIFICATIONS BY VOLUME PRIOR TO PLACEMENT SOIL RIPRAP PLAN NTS CONCRETE CUTOFF WALL (SEE DETAIL THIS SHEET) PREPARE COMPACTED SUBGRADE PER SPECIFICATIONS OR PLACE UNDISTURBED SUBGRADE PROFILE NTS RIPRAP OUTLET PROTECTION DETAII NTS FINISHED GRADE 3 PLACE STONE SOIL NIX TO RESULT DESIGN RIPRM GRADE IN SECURELY INTERLOCKED ROCK AT THE DESIGN THICKNESS AND GRADE COMPACT AND LEVEL TO ELIMINATE ALL VOIDS AND ROCKS PROJECTING MOVE DESIGN RIPRAP TOP GRADE 4 VOIDS IN RIPRAP SHALL BE FILLED WITH EMBANKMENT MATERIAL 4 INCHES OF TOPSOIL SHALL BE PLACED ON TOP FILTER MATERIAL OF THE RIPRAP AND SHALL BE SEEDED (CLASS A) AND MULCHED RAIN 9 1 GEDTEXTILE (DRAINAGE) (SPECIAL) Sf1Tl RIPRAP DFTATI NTS NOTES, I REGULAR RIPRAP SHALL BE PLACED AT THE INVERT/BOTTOM OF THE CHANNEL SOIL RIPRAP (SEE DETAIL THIS SHEET) SHALL BE PLACED ON THE SIDES OF THE CHANNEL 2 ALL RIPRAP SHALL BE PLACED WITH GEDTEXTILE (CRAINAGE)ISPECIAL) FILTER BEDDING (CLASS A W/ MIN 9 DEPTH) AND A LAYER OF GEDTEXTILE (DRAINAGE)(SPECIAL) ABOVE THE COMPACTED SUBORADE TAB) E 701 10 GRADATION SPECIFICATIONS FOR FILTER MATERIAL SIEZE SIZE MASS PERCENT PASSING SQUARE MESH SIEVES CLASS A CLASS B CLASS C TSmm(9) 100 07 5 nm (1 6 I 100 190rem(Yj 20 90 100 4T5mm(Na e) 0-20 20 G0 60 100 118EV, (NN ID) I0 30 BXoym (No S0) 0 10 10-30 1500m INrs 1001 0 I0 TSHm(Na 200) 0-3 0-3 0-3 EXISTING/PROPOSED GRADE SOIL RIPRAP MIX SOIL AND RIPRAP COMPLETELY (SEE NOTES) PREPARE COMPACTED SUBGRADE PER SPECIFICATIONS OR PLACE UNDISTURBED SUBCRADE SLOPE VARIES (SEE PLANS) RIPRAP TO MATCH g EXISTING/PROPOSED — GRADE FILTER MATERIAL (CLASS Al (MIN 9 I EXISTING/PROPOSED GRADE GEDTEXTILE (DRAINAGE) (SPECIAL) PREPARE COMPACTED SUBGRADE PER SPECIFICATIONS OR PLACE UNDISTURBED SUBGRADE V -DITCH CHPNNFI DFTAII S NTS Print Date 3/26/2018 FTe Nome WCR53HYD_Oeta Is den Hon? Scale N/A Vert Scale N/A Unit Information U it Leo. In Gals 910 NO 18000072 Sheet Revisions Date Comments In t WELD COUNTY COI ORADO un N r. r rse wte ��I-�i�r',1^ �NTfsJol l�Jima ATKINS 7602 en0s0 NaI angler m NKM I)O Fa MO/12 272776 s As Constructed No Rev sans WELD COUNTY ROAD 53 DRAINAGE DETAILS Project No /Code ERC030 067 20480 He sea Cosigner Oehler Sheet Subset DETAILS LOR MPT Vac, Sir Iv Numbers Subset Skeels 01 of OJ EM 9R53 SBA sniaPlaUrBOA a, .o.a3S co. eions000lga., 4 TOPSOIL GEOTEX TILE IDRANAGE (SPECIAL) FILTER MATERIAL (CLASS AI (MIN 9 I CONCRETE PAVEMENT SUBBASE CONCRETE SLOPE AND DITCH PAVING BEGIN CURB TYPE 4 (SECTION M) C I R GUARDRAIL TRANSITION TYPE 30 OR 34 (SEE PLANS FOR TYPE) SECTION A -A NTS SHOULDER PAVEMENT 4 GEOTEXTILE (DRAINAGEI (SPECIAL) FILTER MATERIAL (CLASS Al (MIN 9 ) 20 R CURB TYPE 4 (SECTION MI GROUTED RIPRAP TO EXTEND TO ABUTMENT RIPRAP AND FORM CHANNEL TO THE SOUTH PLATTE RIVER GROUTED RIPRAP (18 INCH) COMPACTED SUBGRADE PER SPECIFICATIONS OR UNDISTURBED SUBGRADE WARP SLOPE ANO DITCH PAVING TO MEET SHOULDER PAVEMENT GROUTED RIPRAP (18 INCH) 4 TOPSOIL NORMAL EDGE OF PAD FOR AS EMBANKMENT PROTECTOR (SPECIAL) NORMAL EDGE OF SHOULDER PAVEMENT BEGIN GRAVEL SHOULDER 2 GRAVEL SHOULDER PAD FOR AS GROUTED RIPRAP SLOPE AND DITCH PAVING TOP OF EMBANKMENT B GROUND SLOPE NOTES I DETAILS OF CURBING ARE SHOWN IN STANDARD PLAN M 609 I 2 DETAILS OF GUARDRAIL ARE SHOWN IN STANDARD PLAN M 606 1 3 STRUCTURE BACKFILL MATERIAL SHALL NOT BE USED IN THIS WORK EMBANKMENT MATERIAL SHALL BE USED WITH CONSTRUCTION REQUIREMENTS IN ACCORDANCE WITH SECTION 203 EMBANKMENT MATERIAL WILL NOT BE PAD FOR SEPARATELY BUT SHALL BE INCLUDED IN THE PAY ITEM FOR EMBANKMENT PROTECTOR (SPECIAL) 4 PAYMENT FOR THE QUANTITIES SHOWN ON THE PLANS FOR THIS WORK SHALL BE AS FOLLOWS 507 GROUTEO RIPRAP SLOPE AND DITCH PAVING CY 609 CURB TYPE 4 (SECTION MI LF 615 EMBANKMENT PROTECTOR (SPECIAL) EA 5 THE PAY ITEM EMBANKMENT PROTECTOR (SPECIAL) WCLUOES THE STRUCTURE EXCAVATION ANY OTHER EARTHWORK CONCRETE SLOPE AND DITCH PAVING AND ANY EXTRA WORK REQUIRED TO MODIFY OTHER PAY ITEMS PAD FOR AS EMBANKMENT PROTECTOR )SPECIAL) PAD FOR AS GROUTED RIPRAP SLOPE AND DITCH AVING GUARDRAIL TYPE 3 WITH W6 X 9 STEEL POST CURB TYPE 4 (SECTION M) NORMAL EDGE OF SHOULDER PAVEMENT GROUTED RIPRAP OB INCH) HMA PAVEMENT (7 INCH) (PAVEMENT TO BE CONTINUOUS PAVING) FILTER MATERIAL COMPACTED SUBGRADE PER SPECIFICATIONS OR (CLASS N UNDISTURBED SUBGRADE (MIN B I SECTION C -C NTS Print Dote 3/26/2016 Fin Name WCRS3HYD_Deta is clan Har 9 Scale N/A Un t In format on Rent Scale NTS Unit Leader Inlets BID NO 18:0G072 Sheet Revisions Date Comment. WELD COUNTY COLORADO uliNiun Gre CO 6062] Ploy 19791156 19]01156 5000 ATKINS 2602 Sule rve r • Nep r Rena Gana CO WO) ewln]i 72IS As Constructed No Revn inns WELD COUNTY ROAD 53 DRAINAGE DETAILS Project No /Code ERC030 067 20400 Re sed DeMRne Oetal. APT Sheet Subset DETAILS LDR Vaal Str ctvel _ cambers Subset Reds 02 of 03 EM-BR53 58A sh4€4"APWA:e26 G DESIGN DRAWINGS FOR EXISTING BRIDGE 53/58A BID NO 18000072 Page 695 of 828 INDEX OF SHEETS COLORADQTT DEPARTMENT~`9F _HWAYS �+e6e SHEET N-- 3 SRETGH MAP TTLE r4 AND TABULATION OF R MOTH AND DSIGX DATA P LA N AND PRO Fi C. SE D r TNRCAL 9EGTgN,fENERAL NOTE9 gNDSUwdARf OF gTPRD%UygTE MWyITllE5 t =: o°�r�Sr ECNCNAWSREMEN6ANDNgNT0 WgTMAR%ER6 FEDERAL AID PROJECT NO: + "..Tsa., SID D ANDARD 4 GLE AND DOUBLE CONCRETE 002 CULVERTS F AL REVISOR, ~ f 12 STANDARDSEOO APPROFOR6CN PO U GIgRA CUT SLOVF TREATMENT AzI 13 STANOMD MAfl%ER PPOSTS qN0 BENCH NAR%5 ES MR 0 STANDARD RTTRS AND BENS FIGURES FOR YEAS NUMBERS AND STRUCTURE MOB h STANDARD METAL PLATE GUARD DARD WINE FENCE WITH WOODEN OP09BEAU TYPEI TS FF2214 M IFi9 STANDARD WIONBMELLSS FORRVAR OU6 TRAFFIC ES OF CONCRETE SC%GU VENTS M SOgW 20 STANDARD TYPS CF OITCNS ANO GONSTRWTKKI METHODS 21 STNDARDErONCREN CULVERTPIPE OE EXPANSION RYE 1µH„4 E X 22 STANDARD ENO qNr ANGLE SEC-IOM1S.NO E%PAMSIOn AINT3 FOR COVCaE M HB q 20 I MENT RAN AND FRO* LE 25 SUMMARY OF EART...30RP DUAN PIER ' ES 42 CROSS SECTIONS TABULATION OF LENGTH AND DESI(,N DATA STATION 213•00 INGalS CO(9(0 3747,9 e: Ewen 5y n2,u Epnro 5* 2009Ay End Sato Mad New GCA926 Posy* Ene TF0p6s 50049(1) ROADWAY LIN FT 97,9 1661S 127 3458 SET 2 MAJOR MT 6629 LOADING R 20 TOTALS 36(71+ 6890 SUAIMARY Reed.OF MO N SlnYSlw UN FT 36091 6898 MILES n D, IOT. 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Oar smorn.9 N LOG OF THE PIT ,q I • H i i or 00 Rn 5 I coo 15s c CESwaTiOn Over -van, Sold ai SS n ra. er s —x n oserasor, Ss- so sacoevae 0,r e • w cod, BID NO 1800,072 STATION SIDE nEnOVE FENCE IALD PEN E GATES LIN T EACH uN ET BARBED win. COBBT WIRE );BITE WIRE DRIVE wax 76+60 2 29 27 9' --a- 3 'TO a 3. A 5515 G • 50 Rt .7t 230 620 i'6L m 19.5 3. P OX' 40 00 6 212 64.05 X /50 2767 2 3170 %E 655 4+_U 0 49.90 0 6575 a 60,00 C' 527 26,10 '. 33'90 3-97 ro Sa 31 Rt 9' ,MO 750 54.60 'a 59,00 71 510 60 75 a' 7/.50 .07 .4 0 -/ SO b '9'SG Fa 533 77.--a0 '^ 59.3J 69 ,5 ea -. 3- _ 600 ,-(.40 r ,9-.77 301 6_511 0 A 70 L' 70 93: ":„...- 54-:‘,o- d 7 ; 79,67 40 /0 45� j 5, 50 1 55 37 .. T 5 f 56e' 743, l 95 ROW MARKERS STA ION SIDE NC / Page 69301828 mressuumitaas r - LIST OF STRUCTURE QUANTITIES —m ` —_f- I —Io0a 49,i) POIVILMELI COACRET RAP. E. 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AilfO�aa nJ.4y -18 3160 Nf 3100 Ml.**7047 W ▪ 44 4f 9el I' MI Is r622,422.2.2.127(.0.710.V/3 *,w_so 15..+.2,b /.ans 0. * JJ I f a' • Irt �.•.rw...r1 �.r �Jfn su 4e) BAR 'RMMART ABUTMENT Re I Oos1.l � 1715 C663 se L., 0Af,-9/1m� real. ` wf lv 1 _G 1= _ _ __ __ 7� I- --_ ._ ,+' i.. . .._,.r,..,....,!7___,.., ,_,71 BAR 1UMIWRY rlERnhJ3 --- we 1 YT f r Ise ^(_+_1 1t46•IYMII [•`Jle `� e - • • t _ ''...2. i n M Y ',0 ib _2,l _a 1. ,• / t—�-- -' s h r1 f •r 2J l.rtr vI./r �6Bu --- _ ' _ ___ :— - +-- :^ g R �ff0 x Y �-[i y-ia 57 iflernnplw Jon _ 1 a- -_—�Y '7.= -----1—.2'L== r 11 f i[1i �Y I.! r 2,J! -n r 321 �_- _ _ l Ill rf� �0S Or 111. 3/7S w '-ii'l e &777441 waif ,/r;\,r,-,r 1f� We -f • -: f - a 39 1- I -- I—LIAR [reh7e•••.3 Nag ---1 Ji i R t P/E ��IO �f MR LIST SUPERSTRUCTURE I I SUM 34R, PIER, Na2 � s a I 1 -2 7nw Th 11 �/ I. '8' �� 1711 /14105669.1.7* 6!9 iJ I% 61u n 0-6 t•r�t nom• A e.._ ". wa 9 - Iry fi�17.1 14548,28 '.,10[9.4r. 671.. 142) I 1 [6 2J i ISer lLr' � Iot I e.e Ib S /9 ! t331 62221 lAtf/Yfr 95117 be BIO NO 18000072 I a It, 1J J .nl.(41R 7jf5 •1.421 Ira 6..x•44' ALa i3_".I{ I •AT S+Jfi rfB Sn I *II —12:11-I HE iI-_I I 1 1 5f -.21 tfs fn T r T' o rf a Ir PAR t✓14.47 PIER Ref I 1 9, !Ar•2.221 J Awl J .01,9"001169.4Ie 6}9 14 j V3 us.* sows ore 6651. I 01.011 tS407,4n 3 J4 !Jl1201nl3f091.n MI uI I .f c.o.Ta) T 314711E BAR StlMWARY PIER NAJO 1.4....11/2274.1 19711.14-100609.401 647 II �f31.0Yb1S:0/..n .Su, 911.11 Issue.4n 971 -II uft.n/VS140-,4.nrt Pm 30n0n. r9 11 IBM SUMMRYSBI[RSTRBC7RRE 1 ,651.1 *tu0091.01 59309002 F1 /l l.n43',OAf irrs 071»,14 I f.7*KF[rw�i.4n I /2116117RIY'bSJIJ%/l. /1 10172 A...I '1910.1 nnl 1092! 22. r . 7 dr.= rwnv.w.0 .n. macron xo CIRCS e te� ..1.1.•••••0—•••f....a 91x5,..•1. i.•7* r. -w I... �• r....r ea. Coe W • IT J. Kr.wlti•AN MAO ra .w• n•Iw.0 J• 2,21 �•..., R., n. f..Br R..,.... ?w. ..x r.., I._. '�QfhYfN6 pIGF�1IIS I "H� d.W -1 ! 1 I- - m •-a 4r ^ t I 0 I COLORADO I DEPARTMENT Or HIGMWAv5 I 118(4[71 5140,648(5 174001 f.4539R + hf13! R.II 20 OMI tT40RA3 CIN 0!/202,121.1rtw3.7 R 211 Ts 2.21.41 C00YA/201r1(f " s;17* ee ei !; S. 1 I S7*0.022 22 2 2 21 PLATTE RIVER BRIDGE NORTH KERSEY EST PILE DEPTH PIER#6 PATRICK 5/2/2010 CO 0 0 0 0 V N 8Z8 JO COL abed LO t--1 Ol i N 38 2'-3" < 10' 6" 74 80 ELE 64 30 ELEV 63 80 ELEV PIER 2-13 6 PILES/PIER TOTAL 12 PIERS LENGTH PILING DRIVEN AVER LENGTH 3168 44 LF 1.1 r x\ =xar de L -Sai -4 r al }L ss6__ .oL>zm PLAN of CAPS fa PIERS No21012 INCL • _ 8 - s:H 3' PLAN of CAP for RER No 13(Dable Exp n ) -5r.mcw wl•r.•rt Re } 9 0 _... 0 �� _ G u _ D a r 'to—ar+ewv� maws.r•B e o f_ _ s—. ye _ •'9e✓a • .firer �rt,�+ - / ` 0 a' n F I varlf• dot n• /�F...a n?yy Y` so ' .x.n9f) 1 's a: A I r e- n i i _ c; 4 0 _._'E= —,__ _ _ _ -- ' Ito 3 ' aT c c, ' �o. r. ,prs51 r : F: ELEVATION of PIERS No2 fo 13 INCL p 9 P_qL 010 NO 18000071 SECT10EN B B 1 END VIEW SECTION B -B at PIER No 13 to 9 7 /0 St • is 0" f ,•�3' °P •}}� _ PLAN PLAN SION C. END VIEW DETAIL ofALL TOP PL..TES SPNE PC* OFTA,I BOTTOM PLATE for PIERS No 2 oI2 • 5) e~ '�L4✓. s r �+ • 0\ PLAN DETwo BOTTOM PLATE for PIER No 13 VTRIXIVat lic_. COLORADO DEPARTMENT OF HIGHWAYS P ERG No 21o'3 INCL Aro N Pt sr e•.. L ip 01, Pot Br4rr F.aw �4i 1r Pa89 • b[eS9'an pf'I y 7 7.e 2663 Y El 4S910e El 4,9107 Jae, cor f n 1 t 3! .c _ • z_S3_ 1t 01- 1 ,F 3JJ&_ F 43 4t 7m a 4 �, G 3 - 7.63 33_ ^' _ _ E 3 _ __ 3t ; =13 s6 ppa 40,4s I Ic/34 , e� 3 3FB z aJs. .-4 2S 0 L, HAW r P3! 2a s2±_pa a9�a�i3el.•e3 m 5,< 9L 3 Pa . P.A t 0r SPAN ho,!SPAN No 7 mm ua ay wow, w) ny PLAN or SPAN Na 2(SPANS 45 at' 1" - cr OAq. .,. e.u. oo VJ so a +... a e 401 otfli..St OE 1 1 //��! 0030Fn ° 4,7 brat .3163) 24/ duo .i --. I� A'�__34J__ 44— ..- - ' __�-_e1 4r-- 331- lid— Sot.- °A—.- Gl-- _� -i-ti3r= qa _13U „,,,..!._.6 , , ,P.,.4.4, '* 119.. . ya.,4-4so r''°.44'4•_.�','es=6 :,,,,, &°s e"e , ,"'; 8e $B 20 Cy P^ n.. w„ w� n 70 �' a: 42 ^2 LB k:°, 3a 9A III F1 A. be 00 .a ac 'Tx. r3 e4 1 — =Aw �k rk F —/` ?_ 'AL Y7 DIAGRAM roe 57AS F E! LV 5 or. MAMMY SURFACE ',pace 0.3 •56 3 .dpetnilodpar I--lr�-5 nom u„ « ^ +'oab i'x. 4j°�P rr4s"e 4y^3 e , '* ` A••!6_R BL (ANC ,AG"..2I I e^L G P E_TICN "3 , G"e b3 r 9t 04 304 605 i_�lAw3 w i G BID NO 19]00072 y i3 6666 ,00�1eL en a u/ a ae n 61lPli �!� �O`vYt3li�nGA e ��'�9lPn31 1 SECTION A A <o •40 .. — 404 ESPP C IB CS i COLORADO G 11,11wAVC - 34E I• N-rpw14�0 SM Page T� eL®iP: )1337 PL..N.- AB, I No a-7.• a•u a so 3Tpl zo NS.FE F. ELATION A A ioa ! Tors TRUCTJRE SACKAGF LL A MECHANICAL TAMPING DIAGRAMS BID NO 18000072 SECTION C 3 (see st! no8/ eLsasz F3,7 I-rE ; 4.Be: SECTION E -E I 7L 0F TICS C C .. fa CONCRETE SLOPE B DITCH PAVING DETAIL rmar. Om.. Moe Weralial, S. it ro SECTION S S worn Mee! no T N T"F J CUSS ..LTSCE V E / CURB B POST COLORADO " - ST I -NT TF HIGHWAYS A911TS /c I BlA a SECTIONS L NJ — Loa Who, 1^1 > -e. Novo 4- 7177-7 r .m METAL .ATE GJARD PAIL 1 V No r BID NOS»BDW2 STEEL HANDRAIL —t ECG, ON 9 e - r, LI PIER NO-' ANGLE or F8 I6 = XPN DE ICE ABUT / EXPN DE ICE ABUT ____CONC DECK ` \,/ CONC DECK WITH OIL SURF '�� N. \ N +rN EXPN DEVICE - CURBS C__ _._. �_.�.— ._..—. - E�-1 1— 1 / EXPN DEVICE - PIER \ I / CONC DECK _ xe COPPER STIRRUP 9 -J END PLATES FOR PIPE PILES GT ritalECT Coma J0044101 \ / E%P N DEVICE PIER CONC DECK WITH OIL SURF STRUCTURE NO C IBCS i\ E%P N DEVICE SECTION AT CURB +t Y ,. Ptah,. Rim, Sot M RAM 74.7.+Poge t , 4 4 t . 4 n 4 0 41° y° . 4 4 :t ; ;14 ie1 ' .44 4 . . : i t� f 14.14 t 4 -5 .e4 4548 5151`495 tot , U i ;14 +Ye tla tit+ ,,. ;7o I' °I, , r `+` 5 rr,9_ 6 8 rt_ . 5t4.X##Y;55Yg1#Y^"`#a#Y.5ai.Y. x5 t � �", `It 1' N r I ii I. tl tlx 57 to, a. «i„ 1, ile Pl.,c�! I 3 e`Yy,Y ',I i3.`:k:Y``.�iri 1r."-II:a'ai5: a1 .: 1 .a i .". Y "" Y[t"i ; ..e= 4.i r. , 4itP, } ' eT:n1i " 1 #51, .k^E`E`t@T Cug, T`ei'ik..s�.� i1 i;I:zs y,F,:•;hb :-..1 c. `•t.Y•ee,t:epee..:;tact: "'.tt" • . a`.ta.•eg,,•Y : `r`• ...a�5eei1.: ,.:a lip z ;e ,; . ;a4,ae.y5..,. t,c` ...tilt,` �I F₹ _ i _ I_ xtx..t..i �r1.-_ - ..e.. r` .".«,5 y t`F i L _ i t 44 . 5 — T• C• . 14 ...tilt,' 1Ii Y " i . c S a - - ,ti a. �r�ir^�a �Y'� ,a I=, a . �°. • ➢ `a 1 c X,,' t� .«#�.. .1` o e z• z e -- --4— \ fir+. I.: a e.e'eeo.: o,., ,.. .. .... , , . ., 5 I . �c`A 'I N'tit- l.. u\`; CI e t .. 4 . , 6 . ,{ n. 4'4 tq P 2 ti 4 4 464a IRtIYtiQ#Y901e143C).8`teS.iteitee . >5•et l ,u4 ; Ole Pit is TitPIC tk 1'k kit he tit tla r- tF 44 ; a 4 .•L ,,,,. to it Fx:,$r•LeRa�et�Y"•:CSmY....e�.x�ati'BeF.�'',�.`^.a:.a . ~.e;q+ 6 t ern VA4 y , 4 "1 8, 4 , 41 i' TA Ia t.9` .♦ . t lY 4 ,rN a1` jt 4�, Y It i-„'i,.4i:j+� 9 B NO _lac .1. •L . c _r al t•—['-'; � —;I:, prp a t,..a".y.a ` a LR 18.44.4,.5 i I .1p ' "1" 5 y T 1 9,1 et. mlmsaeeeeaNa I • •--- ` Sec` • '- sets OCR 0 ne feat _ W S toe'''. a-- r as 4054 rtes.re at N I FATE OF SUPERELELITION ItN FEET, PER FOOT WOTN Of ROADWAY .a -ode COCOes 500 5 C-03.110^0.4"00 OIOC rC'Oe TOS UOI9z5 4002061008100 Os=11,000-0 IOCOOno UO02631000SVI 100 .0100 vslooPt00 Iaces. 002BBB 00309AI0031N0 I.CA0,1 1000 00 400002 Cb10022Tn 4354 5 Or., 004 5 5500 0 I-07TTSU Q0 959 ICO21LLOCCSISO 50a42J1505191005'^9 I50816901M� DD] 53 wfn 10013 G02. 010.0567,10.049C0,005972 004900 00.59]2 006739 00719,1007350 v 51 .CJmV JJ TM40 7.0010^ 0010^ 00 0 10 0 6 82` _n -0C '009225 00.00 ..n UW7tltl 1uV .2 003150 000251006JCC laces.,0. 10634009253 000.0 rtSOn..w a Tort,- 1 et VJer92 0 OM. it a5H RwlfeM REi Pone — TAAOEO OR SURFACED SECTION SUPERELESATION AND WIDENING TABLES I 5 Ol E 09 4F5ET5 OR WIDENING D IN (ET 8n crt GRAF.. 330 RUPERELEVATION TRANSITION FIGURES I ---'"- r-- .r I _$_o ✓ 1 — —�--- _ Tri I , _ " _ __ T— _ .... _ '- I. rENERA 0UnN z7e OF EVENING BID NO 18000072 30 .,, Ij" a E.G. see. 1ton0mm e 7¢e M •aa1.n oV sectors STANDARD M -I -C x F-50 5o Tmoto, Tor __ 1 .... PGEve..Dw.e I oo+G—.. — —10oeeNoma Crean CASE I SWPLE CURVE own UNLIMITED TANGENT AFAR.. ...Bl seem Me .sree 0. Oster= d SO Ineon omen] byre n e. m9. p me aver 50 If non Te erne aces op le s.ueteal•n cram. Don 30 — 50 ran,. .ryp -- 5O o-9.o,y3c ti0 vo. F � n .ASE E 0080(100 CURVE ^ ToseseTatee ores.. re Ouse.- et YFs >�°s, see ude r a �.w� n m 0f. T- eecan 'Poe rte e+ elem.. m ♦ .1xr ne 1mr 0 roe re I K Res eoo. xcnn e,.... ...o re e peel. m m +. Rro on co es a eons a� rtrestort aJ t>m0 U. — - e - sect_, ^Eel - Eta, nIs. CASE T. RNERSE CURIES ♦ _ e5p FnAw^ • were, naws3e..ya.., y v on w. E e : frs.. etre < c^ - ot se es of. fee rococo owns of C Of Oenstl. 6YC0m �.x N ear w e e m1•vm w ea Po o rom9c GENERAL NOTES r .— �.... m 5e a=, �e a-vae .,Poe ..,:-.,.a.,.,P�,� .34.1. ete ramamry 080 COON ter 774 *2 6 of 0007 ese• 5✓� �. s ro oo ow oleo To 4. for n O.., •0020 ma .m N. Es eine.. S earm. tro Mont usae+rower peer po wear re re soca avec of=ra re sores tee see ea. aPoe Reno cf., Essee secede a! ro. Hoe bole a+, is es c eon -.f ors Dr es O. uee5 on not Ob. mederod ICS e.o. b at Of raV •of oe ne loco Sect. tope owl saes... Ine memo sumer rut cn ore T mole, . monk o.�m9e C Coe were ton eJl xno n mmA Os. Poe of Rgecr c u of ears,o Poe moea Poe me Mlles mown • Poop es � Seo.T . ae 10 6 .0 nt ^4, Resafar r 0^'19'018 cute 0 Of set 4 e eseae, esrtS - nee el a•, se lo- I �nrtbntm w.cau a _ tiee� es WE e E cocC Ir pe Y - COLORADO DET.RTMENT OF HIGHWAYS STANDARD METHODS FOR SUPERELEVAT ION 9 WIDENING OF CURVES e6.e e7c�s 0}'828 53.59... bens. .55 STANDARD SIDE APPROACH ROADS, FLARING, CUT SLOPE TREATMENT & WIDENING AT BRIDGES AND AT CREST OF GRADES GENERAL DETAILS FOR FLARING OF EARTH CUTS, CUT SLOPE TREATMENT a WIDENING AT BRIDGES , r sae A ate, M ^,a ° e DSTax I Lose I za I I_ - Case II BID NO 19000072 ANOAAI^ M R FM bE 4 tt *A aoaT�� Tom_ a PLAN OF FLARING IN EARTH CUTS YhEROFgiED SECTIONS .Ase I STANDARD M -2 -EM TYPICAL PLANS FOR SIDE APPROACH ROADS STAtAMD fDO*NEO SECION A E - 2A s "_' BAs .5,4 ��- DETAILS FOR DITCH B WIDENED SHOULDERS AT CREST OF GRADES SECTION CF SIDE DITCHES DEFILE VIEW xgWING DISTANCES RHO RELATIVE FOSITIONS OF DITCH TREATMENT SECTIONS . _... GENERAL NOTES o COLORADO D''AR WENT OF HIGHWAYS STANDARD SIDE APPROACH ROADS FLARING rUT SLOPE TREAT4ENT Mt WIDENING AT BRIDGES AND AT CREST OF GRADES If ooOJECr, a ..oYE r-/ o �1 F 002-2(2) F 002-2(3) c rAlc/a/.54, C nbnannv /S A A5 NO Mannua/ on h/m Canby, ( Pears ;Me QYha/a,M OIaGR /ele, 4 _4/mods M6 a 44 c,, ,,Poe zr<scr XI" o weld x le Z ice.. - .+R GC 4aY. >� 4 BID NO 19000072 STANDARD M -7-C NOTES FOR PROJECT AFCR1ER POSTS iv/M fie vr4/o ohew9caremdine Co a� ',Rm.,/ Ha:.0 dooacaOe m m/c aa/K/ N rued atfa/uss,e//s/Adl //ep,prrnem o:sd,GOera o,0a MepaCC/set, "whom Jae,r he RAs, s,z0ceO Po1//!/oGe Y/aa/h s qn *ay the /RR 14,Oe Ra aaMe Aver' moire/au/de me ROW nne the/e avntaxpp, om•eeipo hem I e//K /n each BMS/tron mat me Sian N/n „1 ca/e 'merry/ t/le mr i /s MN/1/07 reR, NOTES FOR QOK MARKEQ POSTS al/ w,.• anon r M'• n n r-Oare y /ti w TOri d S[e[hcahors o ne Co araab Dea9N rcrtot Nqn epdceok b the avrcr er/Y_t'ss o'marier V0515 ski// ea,ored h"JS d/n 1 Oro Jh/✓ _nee_ d /he c nor Sao e Ste O'NrnS b a s/t'o"h surtdee - ' erases+/' atefrprsnJam/n,T/-^ter /mra.9rraac,-ramx/ax/muaaWpn 'CO vnx r. ?s I, 1IC .40/ Yevne rg.'r✓atr is Spent, „ .>a. .,,e. ,.ea .t Me>yarn roe as, H pr ovary5 TO/a'A.7 Sn»fxy Y i I /3k ear 3 Xr XN / pens.' RIGHT OF WAY MARKER POST it— ;Oa '` re sECT/ON B B SECT/ON <-A a BacO w r. Tpein a DETAIL OF BRONZE TABLET FOR RIGHT OF WAY MARKER POST AND BENCH MARK STANDARD M -7-C Pr 4 se 4roee a alae e. a Iwoe/ee BENCH MARK en a seer mlA or 41/ r pas 3. tacos or r0 0 m 1 1 e o 0e O,mund la o sm.,/ su /lace. 4 butes to be depressed a mm m` a+ el v.on tear on on Me ere rower we dee na perky alter mane/ , n "7°d' eer a. lt`�tt,V, p4.e N S V rd a pr d e s mniie'•w ep` Sr s sR der beg., ' x3 vu�denM IA Wass, .10 I ns0 ea ay'r/e Dem.-ono,/ al no expense ml0e lee;mare `din R.I. a l„,e dos ve ecr ml..an n M iala c . r,pad ec11 o poi,. I ! metNr COLORADO DEPARTMENT OF HIGHWAYSII STANDARD MARKER POSTS AND BENCH MARKS III nA ARAM, J ((I /A\ ab cdefghq klmnopgrstyv-wgyz F CC rPEYE _I POs - BID NO 18000072 C\ ITRC5L FOR TIM MAMOeML DIO wsr %io->i ONC SAMPLE BRIDGE NUMBER ♦1,123 t.C. Cj= J 14 K - — 1TPIC C.. DR Ir1OcR SING TYPICAL ,OR LARGE OINORAIL TOT COLGERTS STANDARD M -10-B /% (0) 9 t ! A \ I \ `I I / I l i NC > I, Arno •e it , z wT -7;" ..., .4 SAMPLE TEAR NUMBER 1NDARD M 10 B H I I COLORADO DEPAR•MENT OF MIGNWAYS S'ANDARD LETTERS AND FIGURES FOR SEAR NUMBERS AND STRLCTURE N,,MBERS Standard Wire Fence With Wooden Posts �ro C- • "l ut STANDARD M-24 H I�® ;„ • Ireel 60.11 Ma .00 Ofsbnarel B Barbed Wire Gale rIvro. roe n• - Z? _-� r ,�.r,roe.a.,.elM.uoef uullYl-1 liI, — ' Driveway Gates T4 • .cr on4n1 Pas, WIT stio e. . ..> ;i BARBED WIRE FENCE WITH WOODEN POETS COMBINATION WIRE FENCE WITH WOODEN POSTS dratrve Sketch Showing TXpical Exampbs For Constructing Fences I1 BID NO 18000072 cw f n r95, F4 Kele i n wv,.0 v4 R. ..,m ry, aKc ` r. , a .,• s____ a.M, .__ �,w v X71 it oft M..�. SI= :{ 1 Typical Lme Brace° CombectNm Wire Gate AU Lai 1 tea 0.3.1,3ro wee Serf rxt i-i Pops 6-91T-0. sassaaP sea ...�.r ,._ row...... 0,1145 or wdooem s rs Walk Gales Jo fw•nr oval. an 10, General Notes ...nava, Son Ward Aux,. leaftealerenrome. Cade Noma fNewssNA n --II- POST POINTING DETAILS re rot Mew e Cm STANDARD ROADWAY CONSTRUCTION TRAFFIC SIGNS STANDARD M -29 -B == ;Elfilmnisrmalm,® rrnr vr ogamini 1 1 �55 anal L. `, I IDET_ OUR{ TJA 0TE a NI wolf, Ito leaf I 40.1WWI a•••• ANNSI W wawa r IC��I 1 G BID NO 18000012 1N0ARD Al 29 B sorer I nc fi TYPICAL METHODS OF MARKING HIGHWAYS a DETOURS Detour ColdAw+ Where Tiraffic ,s &Welted Aram Canstructon Rees of Cmmno,nn e � ^i JA ' � OD' lit e�_ V k PIP 15 Rotor of Oo,g1r 0 0 / 5 a,ta{ u,.c em. .wesacy. ra;o_ an6 -11a 1 I mn \ Ij SCE Snft, JP., STAIra Id OA .50 1,0,04 01F9 400 0(II ConeronulWhere 1;2::„..,,_TPernotted Along Corstructolre I zjN `✓li Z t I' ;IL, ifsW , zQ6 a sl� 2. oILZ� e �`� Q' „QV �Q tE -,� — -L-L;1-1...:2g2 PFole4g '� -- v �Y_ __ — _ ,g 6 > _. 3 :* ties_ AI tt GENERAL NOTES COLORADO DEPARTMENT OF HIGHWAYS Standard Roadway Construction Tralnc Signs STANDARD ROADWAY CONSTRUCTION TRAFFIC SIGNS a R0OAD sw mw ronan n.nn+'Y. yA0) - DETAILS OF BARRICADES rvoe t *dn• *Me n/1 J Sib e .s'.`.eo coped, gr Od. n.. zr error of dem 04 inato• serer pare. noon*. Ir IN Mooed Runde nolo OM. sere •eaaro 'F., �11.Po • er ra.r I (0, nr ao.r or STANDARD M -29-B °"'' Tree H isv rrww er •n.• ...Too. roe ea le a PLVIee'eerode 0 Ono el, ROAD = l�CONSTRUCTION' O AHEAD 4 ' DANGERI� ' IMEN d EOUIPMEN1I 7 y,r WORKING I��' 'IMMEDIATELY ..- E DETAILS OF CONSTRUCTION SIGNS XWNARNINGI ; 'WARNING,; BE PREPARED ' BARRICADE TO STOP —_ AHEAD=mod END SLOW CONSTRUCTION , r ; n WE (HANK YOU j, • „ PLEASE I FOR YOUR COOPERATON I. , L` A _Apt C0NSTRU"' OA CO a SIGN MAR K b s _ roPeeVew reign. eign.� Won^rorear SFn_ °r ws or • riOro MOW Carom • .1,00 on net, la• ei 000 lot 4r a �. ...vr n.. TamaN w 4 w+ a r / row, rpylli[NGnrM1 A• 7T7foririirifl; et? i:"", wM r mmn a.w 'rpXf wj�rlpM5v6yx'c,� J am [op.; an,. Vernal Ion Waal. ddir000lf roo, . s �gi stiros Si.-st• b. a.nM •d.. ;sly ."4:11.747A.' nw m./rh eve s...esYNesWireS7Fmgr.tem n ' GOWN and Live Rer°r e = de n ° r: I GO T INGS tt nv d.A. e.. s•es� !!aryl a.Tnb N] ..eati *A rNorl ` ceyyalBidGrm cn r =cent nCO ITISUCTsen nspnh a e 7 L°9h5[9rIGd�vs �q.nr'°es n. i ° nil 5e www rNl.�f.. • a7 . i i v.m rover. I e e. b. 4°.,74; "' .mY� iwv Ten. o -a w ...mr s..r...de•"nit r a .,.n..I a rr Dade l.wr .d CAUTION - PROJECT BEGINS et 0E'0UR ado' Map 03YSTIKT 'ft= ; a°o:°rtt'.'se"leer"'. rm. s wormer us.Lots i`•w r—rsrY�r sWLm as era K Details of Refiectorized Arrows '"ems Aga Ks. Pt . _ .� —40 01,4 I oreearroorro �•aFaw. ra rw sn.. a Position of Signs Relative to Roadbed 8 Hazards ..N psi. �wVeo mromesvr COLORADO DEPARTMENT OF HIGHWAYS Standard Roadway I Construction Traffic Signs I vel VT TA_ METAL PLATE GUARD RAIL RANFRION RAIL AT BRIDGE, ONLY BID NO ILWC072 Roo. 0.0.560.M — JCR �7a ^I Lr 4..J SECTION THRU PAIL ELEMENT DETAIL. JAON NG TYPICAL OCATION OF G ARE FENCE IANOARD M 21 C STANDARD M -21-C ER' n — b ' P I f- 4 0 -O — 0— —-' —'- `- -' DETAIL OF RAIL SRLCE ' H 21, INSTALLATION DETAILS RE REFIECTORIZED $TRIR (Warr by SIaf Forcer) CETAI. OF TERMINAL SECTION GENERAL NOTE• S IWa k Ny Sf01 Farces) Qd7Trin d7®®� I P / \ r POST 8O_T SLOT IN RAIL SP_ of BOLT SLOT N RA L SPLICE BOLT COLORADO DEPARTMENT OF HIGHWAYS STANDARD METAL PLACE GUARD FENCE (BEAM TYPE) Pfg5 TTBOfMAM -_ -1J �rr�rrrl�t �` �I e, JILL\.,n id r+ ( , [��r e+� i, -F vun-•. T4r.vf wr r , , [ ' J r CK 1 011 A lAi .7.7.. c ..7, . ,-J r i -�� I I�( d _C0 r L a03.7 JJ c 0.12 II . a_Ci't`/4'„ ,mac rO. ew. s[r_, ILy s 'S Zn�[^e+ [ ,(� c / n i 4 ,,77 717 r --s— AAP _ - <d_[S roR Ore wNli w�rfw , I .. T.I.63 [ _ -7-.r S , f--3,I;f--3,I;'-�F.; h• .mot .n .r f ,r� -' ` ' , '° I." uMr. 1 '511105 A [STANDARD M-50-AW _ , ® — - TABLE SHOWING VALUES OF N AND M WHEN D AND H ARE GIVEN j ]S > 'n ss25 5J 13 151 001 0 514 } 018 J5 Jr .951 nss 4, 1 27 rt,15 ` 1_ tv ul J816NG,T8e00372, n a o lyse Or if z. J fro I ;FT' 2fiT i V '-'-'4"7,77-7 OA So I " — ps[e - _ ,„ Tr-Z.47-i -, Crr '11 'i 00 _ OAR L,5) 10,,. , ,r SS TO , a On ' ,.e xew iv n �� •• f -s G l"_0"'S.; 0"' .. [ n a _ _ x - ,0.• I[r.r r ] i o S S [ p f. r 'Ifs ll a i t'-4rr, - r'- 1711 NEs r _ i .cif i , f 1-.1;) � [el ,F- 1 0- --J 11. COLORADO HA.HWAYS .v GMOES CF Na ETE E s FOR v[X Ou,20Y CULVERTS STANDARD TYPES of DITCHES and CONSTRJCT!ON METHODS DETAILS for CONTOUR INTERCEPTING DITCHES Yacal Section (orContour /ntercepnna Ditches Some 19ur_wnr.44 .l M BID NO 19000072 NNrolC • MC. M T.QC .-10 rs re. n<ee wro riCrss7=42,14 240,1 4, Meryl. 4220 n -N.a scion. eakow• brut Typical Construction Layouts r 44,2 WORM MRS 4• MAW. 01113RORLI. mein] 4 NIT C Table of 54e -sand Yordages -17 VP • LT 22 221 42 rY • PS It ZS p 2.6 20 i I° I I fl I If IJ I 1 I in I STANDARD M -107-C [--- TYPICAL SECTIONS fir DRAINAGE IRRIGATION DITCHES alb CHANNEL CHANGES Wit J�.rrrm unwr�tMe Fe, Embankma./Srlrons ...we wa.o2.....-n. Crowe -or 580000, r�r t Ye y GENERAL NOTES r ` Ny.. COLORADO S ATE HISHWAY DEPARTMENT Standard Types of Ditches and Construction Methods I I a• A-. - m 1 Oe /101 _ e✓ 8 ,1 _ CONCwere CRaot (or w e (-wince BEoo,wo /n TRENCHES _ BEOO,no IS FILLS I —_ I ,-r,,,,,,r..„:_,•-•,. --er g0 %., I a ° s q z if a z r� 5- 2, 0.52 Comma_ Beco,ne /w TRencnes 65, OPE/YE JOE ORo n, Fv s 14IPAIIAISS ate Beo,, nos / TOPE AICHES OP FILL. dlff45 fKdii7pves shiLL NOT Be ,.lee =r STANDARD _M 112 -- ela no. NW,. nElfr s n.... ._ Pore CROSS 5ecr,ons (on ,rvo,naL Secreons AA•re roe • or tee nlen, sled ^HnO-' n. ,wad L'7"';"°;" . 00 ilia 7,74 ,4d<e D./ i, a e,• .,.r w•�., x•mrbm _ i S rw,.er, we B.<crr see 4100,5 cA •,`a/wvne 0/000550 3x • y y` ..0 00 n00 -RI // ! o map."' 0 d rx Pieria 1• 0/l 9a nB%ar ieb/e e!> n CR 0 0000000.0✓y B/ P.rre: ::e P< faun✓+::le !✓,/n0fe°/ of am LEO STANDARD M Ill E • CONCRETE Co<LAR yeI000 'And •o.'ao O0 s. z ad _ . •- ous E d — 1nee - s w O<Ene «< t v s i oe _ 3z x n•• JjI _ aaa T tai71 ze 1, --?a- _ ze M ba6 12 PR00:05 NO IMEEDII®ICE'S bo PC f Add Ei• Pp Or or Or 1sTer e.. s" » fo dg. Len e A/ lEe`; 00.'7a e. Iw rA... aF7, ill 111 •ic .�-1z -- 1i 1T'LP d4 7i C ace•en.L No es wefp- !Yr ` r. he ,. ,.,✓, T • fr•• lMdM ere, , Nv. .0.v h r✓ MEij •m,,. M., ^rC 'a 00 /i(040, 0e 0, .Moro 5190 re 1(07,0°b< .,0, c — 000 I - T S -`T - - - a 1e ,1 -w0 -0 2 _ i 11 M COLORADO STATE HIGHWAY DEPARTMENT Rc .e re.,rAct Cul,heerRPE co .n`, Vet /05050 SEWER five FLARED END SECTION FOR CONCRETE PIPE X F _- PLAN C B xxxx m3,Slope SECTION x x DIMENSIONS FOR FLARED END SECTIONS 0 uCETER IY _cJo -51%7 IT _ 4yy' I �� Z _3_ ! _O o f T S p - ao' o' ♦ we 6Fr L a-1` 4 336 -- 13 6, l- —= I (I —NI 1 6 1 o ---- e•3T54 2 0 2 2 e 3 00 2 e6 i 5 0 3 3 e 3 I Y ! e j 60 end sect,an $ based on o slope of 2 I DIE BID NO 16000072 STANDARD M-II8-A irut.r - F_ $ CwOm End Ser Ipgi?''7 EEE �5e�BaEE ENaI�•eIIIJr5p p 7.30'ANGLE SECTION FOR CONCRETE PIPE COPPER EXPANSION JOINT FOR CONCRETE PIPE B 1. A II 1 I o I Jo FCY pl5o (WHEN REOUIREO ON PLANS) l6anfarIcvq to conform with the recur men s al the Ppe wan Ill Oh 1 Ih4 OIM used TlY Oulsde of pipe C 17IoIa suds of pipe 0 24 Or over 14 Mn 12 or Beaded Style No.284 45 G W Mesh or Copper Geeing Slrp sulatle eaurvplenl I I Mortar Joint When Welded Re0langelor Mesn s used for the renronoi g steel in the type 1,te Inner line of Mesh may he extended Info the pant space instead of ning n PO0 e . at 'n moo or Mesh 'COPPER SEALING STRIP ae5n __ 4 Copper Sea n6 A roc then oe mode from sneer copper 4 m rd n 4 .3 0 And a X4^2 Zoe pe sA ft 6010 legs of Ono $Nall be perforoled in a tai 0. Y nn na re none E sea mar I o she I se continuous trauma au ..1c 3. Id U. J n en4 GP DIMENSIONS FOR 7.30 ANGLE SECTIONS GENERAL NOTES as EETEH LEfGTo 9 OUTSOE OF PIPE 49423 6 LAY.161 G ( _; LEN., ON h I I$ j !si 311 43s 1— J➢i vie Id 31 I 64r 1 20 I els', 66) -2 .� yi I06 I 4R 1 95}, I 2 I !LI$ lo4a 442 9 I 6 I 9h'T 24e I 4e I1A I I , e ye: I 12I B Ifi4 sv N 4ie I 94e^ i--le�eer A B C old D apply to Tongue and Groove type of Jan, only and eon be varied for other typel of Jamte Joints other Iron Tongue and Moore may be Jsed for Flared End .`.OO0,s 7 30 Angle aid for In. Cooper Expens or Jon but all Joints for any one woe structure must be Lamborn. EA ode .ot h chess and lenfu0n9 Steel n Fared end oearon$ one 3d gib se taxmen aenfo m ..m the eau cements or Inca a .In On a used �a p nch Alternate )noes on esparnan 9339 may be $Ubsllfutea to Inc eapanswn one shown an INS shell after approval by the 0epartmenl Fla ed end secllo.s l o n led .Ie yp2 bell or B^ot a reva0 narcs raer mat may be laid 911 the eeh 0 groove d upstream COLORADO STA'E HIGHWAY DEPARTMENT) STANDARD 'LIMED END 5(0035 II 30 ar OLP 3ECTl0n 11 03PiER 0,0606,05 JOINT 0OETf E sTRUGTURES II NORP70Bpetl�E/A RQ pee ll Plle--ii 200264ey ISO Ir9191 I...N azaw kr,,Mted L..�, —9k1 f9ri simaoainr{6is — '— — — IVY ≥:!.:race 0V1113,LU _ 3J4_,k7S?/lS 3'P3 G3_ I4 15> _ tkecY :Y,0 SSe'f WAY, T?Y^?-S.r-r i2 -- 161 /0/d 7611 _ _ Zi 7'>I1 01.2 12L2/gir051YlfLLS- _ ''L/' � - 3JNi0 !9,25 d'91 O_iY/Y!1 >? --/ ,_:" TL'Y6_ A'P85W/GSsYN IY0 09/✓a h1 d6G9 /07/ SW1?_'s rQL v7af J Ai d� 7Y74 i 7i-ur7, ' -> �- £ Ys?F �1' _ __—___ 54-- - S1J"7A 793 y/0 �3Y3-9N/ f9i, i19'-931fri'115 �Ls o .10� Y>,r 0>;, yn TY_QLA" �_ ,.0 '1N3J44♦_AL 9407s 1nJd¢1991rW!.S- - ACAlJY�740,J' —___ _ 1 - - =OBZ 2 1N3WANY8i1!3 5Y S33'I1a7'iy_ic 30 15/7 9 >�'0S1Yh Y7ri cy S�i'91rr c1„ .[s.7 _ _ _ { gf,°` 3.1V30/SA/7S i _ 031Yfi%.> >_ c 1'^,f S 101ST IV'' - - �,- _ 3 i /97% /0/_,,,,,':,:;" /17_1 03/100-5,7.- f ' -"- 4---- � 1— - ' i '-'7_ .; - _- SH6,tl}3 SSGN'S WOd./ � c� •PS iimyi.'n',..�F e»Yi.P F� _i `_4_, i .�- Ivi,,,1 xary °JY 'Wi TJ;If — §urvw3 Lnnrne,xa H ACOE 404 PERMIT BID NO 18000072 Page 722 of 828 DEPARTMENT OF THE ARMY CORPS OF ENGINEERS, OMAHA DISTRICT DENVER REGULATORY OFFICE, 9307 SOU'T'H WADSWORTH BOULEVARD LITTLETON, COLORADO 80128-6901 February 13, 2018 SUBJECT: Nationwide Permit Verification — Corps File No. NWO-2017-02260-DEN, Weld County Road 53/Weld County Road 58A Bridge Replacement Project Clay Kimmi Weld County Public Works P.O. Box 758 Greeley, CO 80632 Dear Mr. Kimmi: This letter is in reference to the proposed project located at approximately 40.412131°N, -104.563389°W, in Weld County, Colorado. The work as described in your submittal will consist of replacing the bridge carrying Weld County Road 53/58A across the South Platte River with a new bridge with a larger hydraulic opening. This project will cause temporary impacts to 1.056 acres of open waters including the South Platte River, and to 0.1797 acre of wetlands; and permanent impacts to 0.2961 acre of open waters, and to 0.1825 acre of wetlands. Based on the information provided, this office has determined that the work is authorized by the Department of the Army Nationwide Permit (NWP) NWP 14 Linear Transportation Projects., found in the January 6, 2017, Federal Register. Enclosed is a fact sheet, which fully describes this Nationwide Permit and lists the General Conditions, and Colorado Regional Conditions, which must be adhered to for this authorization to remain valid. In addition, the following Special Conditions must be followed: Special Conditions: 1. The Permittee proposes to provide compensatory mitigation for the permanent loss of wetlands through the purchase of credits at an appropriate wetland mitigation bank. The Permittee shall purchase 0.1825 acre of mitigation credits (a ratio of 1:1). The Corps of Engineers must approve the bank chosen for credit purchase. Please notify Ms. Angelle Greer of this office at (303) 979-4012 prior to the purchase of the mitigation credits so that the bank of your choice can be approved. Written proof of the mitigation credit purchase shall be provided to the Denver Regulatory Office prior to impacts occurring to wetlands authorized by this permit. Upon such proof, all liabilities for the success, monitoring, and long-term management of the mitigation bank wetlands covered by this authorization will become the responsibility of the mitigation bank sponsor. The Permittee will have satisfied all wetland mitigation requirements for this permit, unless additional on -site mitigation is or becomes a condition of this authorization. BID NO. 18000072 Page 723 of 828 2. In order for this Nationwide Permit verification to be valid, 0.1797 acre of wetland temporarily impacted by the project shall be restored where impacted. 3. The restored wetlands will be considered successful and self-sustaining when the following conditions have been met without intervention in the form of irrigation, removal of undesirable vegetation or replanting of desirable vegetation for a period of two consecutive years, as determined by the Corps of Engineers: a) At least 80 % (determined by ocular estimate of herbaceous and shrub foliar cover) of the mitigation site is vegetated, with at least 50% of the total number of dominant species present will consist of species rated as facultative or wetter. b) Trees and shrubs, to include volunteer specimens, will have a survival rate of at least 85 percent. Species composition shall be representative of species planted. c) Those species shown on the Colorado Noxious Weed Inventory list -A shall be 100% eradicated. Those species shown on list -B shall be no more than 5% or less of the total cover in the mitigation area. The lists can be found at http://www.colorado.gov/cs/Satellite/agConservation/CB ON/ 125161887443 8 4. A mitigation monitoring report documenting growing season conditions shall be sent to the Denver Regulatory Office prior to December 31st of each year, for a period of at least five years, or until the Corps of Engineers determines that the 0.1797 acre of wetlands has successfully developed. 5. Annual reports shall be formatted per the attached Annual Mitigation Monitoring Report Formatting Requirements. If the authorized work has not yet started, please state so in the annual mitigation monitoring report. Although an Individual Department of the Army permit will not be required for this work, this does not eliminate the requirement that any other applicable federal, state, tribal or local permits be obtained as required. Please be advised that deviations from the original plans and specifications of this project could require additional authorization from this office. The applicant is responsible for all work accomplished in accordance with the terms and conditions of the nationwide permit. If a contractor or other authorized representative will be accomplishing the work authorized by the nationwide permit on behalf of the applicant, it is strongly recommended that they be provided a copy of this letter and the enclosed conditions so that they are aware of the limitations of the applicable nationwide permit. Any activity which fails to comply with all the terms and conditions of the nationwide permit will be considered unauthorized and subject to appropriate enforcement action. BID NO. 18000072 Page 725 of 828 This verification will be valid until March 18, 2022. In compliance with General Condition 30, the enclosed "Certification of Completed Work" form (blue) must be signed and returned to this office upon completion of the authorized work and any required mitigation. If there are any questions please feel free to contact Nicholas Franke at (303) 979-4120 or by e-mail at Nicholas.A.Franke@usace.army.mil, and reference Corps File No. NWO-2017-02260- DEN. Sincerely, Kiel Downing Chief, Denver Regulatory Office Enclosure(s) Nationwide Permit 14, Linear Transportation Projects Certification of Completed Work Annual Mitigation Monitoring Report Format Requirements Copies Furnished: Michael Gloden, Atkins N.A., 7604 Technology Way, Suite 400, Denver, CO/80237. BID NO. 18000072 Page 727 of 828 Nationwide Permit 14 Linear Transportation Projects Activities required for crossings of waters of the United States associated with the construction, expansion, modification, or improvement of linear transportation projects (e.g., roads, highways, railways, trails, airport runways, and taxiways) in waters of the United States. For linear transportation projects in non -tidal waters, the discharge cannot cause the loss of greater than 1/2 - acre of waters of the United States. For linear transportation projects in tidal waters, the discharge cannot cause the loss of greater than 1/ 3 -acre of waters of the United States. Any stream channel modification, including bank stabilization, is limited to the minimum necessary to construct or protect the linear transportation project; such modifications must be in the immediate vicinity of the project. This NWP also authorizes temporary structures, fills, and work, including the use of temporary mats, necessary to construct the linear transportation project. Appropriate measures must be taken to maintain normal downstream flows and minimize flooding to the maximum extent practicable, when temporary structures, work, and discharges, including cofferdams, are necessary for construction activities, access fills, or dewatering of construction sites. Temporary fills must consist of materials, and be placed in a manner, that will not be eroded by expected high flows: Temporary fills must be removed in their entirety and the affected areas returned to pre - construction elevations. The areas affected by temporary fills must be revegetated, as appropriate. This NWP cannot be used to authorize non-linear features commonly associated with transportation projects, such as vehicle maintenance or storage buildings, parking lots, train stations, or aircraft hangars. Notification: The permittee must submit a pre -construction notification to the district engineer prior, to commencing the activity if: (1) The loss of waters of the United States exceeds 1/10 -acre; or (2) there is a discharge in a special aquatic site, including wetlands. (See general condition 32.) (Authorities: Sections 10 and 404) Note 1: For linear transportation projects crossing a single waterbody more than one time at separate and distant locations, or multiple waterbodies at separate and distant locations, each crossing is considered a single and complete project for purposes of NWP authorization. Linear transportation projects must comply with 33 CFR 330.6(d). Note 2: Some discharges for the construction of farm roads or forest roads, or temporary roads for moving mining equipment, may qualify for an exemption under section 404(f) of the Clean Water Act (see 33 CFR 323.4). Note 3: For NWP 14 activities that require pre -construction notification, the PCN must include any other NWP(s), regional general permit(s), or individual permit(s) used or intended to be used to authorize any part of the proposed project or any related activity, including other separate and distant crossings that require Department of the Army authorization but do not require pre - construction notification (see paragraph (b) of general condition 32). The district engineer will BID NO. 18000072 Page 729 of 828 evaluate the PCN in accordance with Section D, "District Engineer's Decision." The district engineer may require mitigation to ensure that the authorized activity results in no more than minimal individual and cumulative adverse environmental effects (see general condition 23). Nationwide Permit General Conditions Note: To qualify for NWP authorization, the prospective permittee must comply with the following general conditions, as applicable, in addition to any regional or case -specific conditions imposed by the division engineer or district engineer. Prospective permittees should contact the appropriate Corps district office to determine if regional conditions have been imposed on an NWP. Prospective permittees should also contact the appropriate Corps district office to determine the status of Clean Water Act Section 401 water quality certification and/ or Coastal Zone Management Act consistency for an NWP. Every person who may wish to obtain permit authorization under one or more NWPs, or who is currently relying on an existing or prior permit authorization under one or more NWPs, has been and is on notice that all of the provisions of 33 CFR 330.1 through 330.6 apply to every NWP authorization. Note especially 33 CFR 330.5 relating to the modification, suspension, or revocation of any NWP authorization. 1. Navigation. (a) No activity may cause more than a minimal adverse effect on navigation. (b) Any safety lights and signals prescribed by the U.S. Coast Guard, through regulations or otherwise, must be installed and maintained at the permittee's expense on authorized facilities in navigable waters of the United States. (c) The permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structure or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. 2. Aquatic Life Movements. No activity may substantially disrupt the necessary life cycle movements of those species of aquatic life indigenous to the waterbody, including those species that normally migrate through the area, unless the activity's primary purpose is to impound water. All permanent and temporary crossings of waterbodies shall be suitably culverted, bridged, or otherwise designed and constructed to maintain low flows to sustain the movement of those aquatic species. If a bottomless culvert cannot be used, then the crossing should be designed and constructed to minimize adverse effects to aquatic life movements. 3. Spawning Areas. Activities in spawning areas during spawning seasons must be avoided to the maximum extent practicable. Activities that result in the physical destruction (e.g., through excavation, fill, or downstream smothering by substantial turbidity) of an important spawning area are not authorized. BID NO. 18000072 Page 730 of 828 4. Migratory Bird Breeding Areas. Activities in waters of the United States that serve as breeding areas for migratory birds must be avoided to the maximum extent practicable. 5. Shellfish Beds. No activity may occur in areas of concentrated shellfish populations, unless the activity is directly related to a shellfish harvesting activity authorized by NWPs 4 and 48, or is a shellfish seeding or habitat restoration activity authorized by NWP 27. 6. Suitable Material. No activity may use unsuitable material (e.g., trash, debris, car bodies, asphalt, etc.). Material used for construction or discharged must be free from toxic pollutants in toxic amounts (see section 307 of the Clean Water Act). 7. Water Supply Intakes. No activity may occur in the proximity of a public water supply intake, except where the activity is for the repair or improvement of public water supply intake structures or adjacent bank stabilization. 8. Adverse Effects from Impoundments. If the activity creates an impoundment of water, adverse effects to the aquatic system due to accelerating the passage of water, and/or restricting its flow must be minimized to the maximum extent practicable. 9. Management of Water Flows. To the maximum extent practicable, the pre -construction course, condition, capacity, and location of open waters must be maintained for each activity, including stream channelization, storm water management activities, and temporary and permanent road crossings, except as provided below. The activity must be constructed to withstand expected high flows. The activity must not restrict or impede the passage of normal or high flows, unless the primary purpose of the activity is to impound water or manage high. flows. The activity may alter the pre- construction course, condition, capacity, and location of open waters if it benefits the aquatic environment (e.g., stream restoration or relocation activities). 10. Fills Within 100 -Year Floodplains. The activity must comply with applicable FEMA-approved state or local floodplain management requirements. BID NO. 18000072 Page 731 of 828 11. Equipment. Heavy equipment working in wetlands or mudflats must be placed on mats, or other measures must be taken to minimize soil disturbance. 12. Soil Erosion and Sediment Controls. Appropriate soil erosion and sediment controls must be used and maintained in effective operating condition during construction, and all exposed soil and other fills, as well as any work below the ordinary high water mark or high tide line, must be permanently stabilized at the earliest practicable date. Permittees are encouraged to perform work within waters of the United States during periods of low -flow or no -flow, or during low tides. 13. Removal of Temporary Fills. Temporary fills must be removed in their entirety and the affected areas returned to pre - construction elevations. The affected areas must be revegetated, as appropriate. 14. Proper Maintenance. Any authorized structure or fill shall be properly maintained, including maintenance to ensure public safety and compliance with applicable NWP general conditions, as well as any activity - specific conditions added by the district engineer to an NWP authorization. 15. Single and Complete Project. The activity must be a single and complete project. The same NWP cannot be used more than once for the same single and complete project. 16. Wild and Scenic Rivers. (a) No NWP activity may occur in a component of the National Wild and Scenic River System, or in a river officially designated by Congress as a "study river" for possible inclusion in the system while the river is in an official study status, unless the appropriate Federal agency with direct management responsibility for such river, has determined in writing that the proposed activity will not adversely affect the Wild and Scenic River designation or study status. (b) If a proposed NWP activity will occur in a component of the National Wild and Scenic River System, or in a river officially designated by Congress as a "study river" for possible inclusion in the system while the river is in an official study status, the permittee must submit a pre - construction notification (see general condition 32). The district engineer will coordinate the PCN with the Federal agency with direct management responsibility for that river. The permittee shall not begin the NWP activity until notified by the district engineer that the Federal agency with direct management responsibility for that river has determined in writing that the proposed NWP activity will not adversely affect the Wild and Scenic River designation or study status. (c) Information on Wild and Scenic Rivers may be obtained from the appropriate Federal land management agency responsible for the designated Wild and Scenic River or study river (e.g., National Park Service, U.S. Forest Service, Bureau of Land Management, U.S. Fish and Wildlife Service). Information on these rivers is also available at: http://www.rivers.gov/. BID NO. 18000072 Page 732 of 828 17. Tribal Rights. No NWP activity may cause more than minimal adverse effects on tribal rights (including treaty rights), protected tribal resources, or tribal lands. 18. Endangered Species. (a) No activity is authorized under any NWP which is likely to directly or indirectly jeopardize the continued existence of a threatened or endangered species or a species proposed for such designation, as identified under the Federal Endangered Species Act (ESA), or which will directly or indirectly destroy or adversely modify the critical habitat of such species. No activity is authorized under any NWP which "may affect" a listed species or critical habitat, unless ESA section 7 consultation addressing the effects of the proposed activity has been completed. Direct effects are the immediate effects on listed species and critical habitat caused by the NWP activity. Indirect effects are those effects on listed species and critical habitat that are caused by the NWP activity and are later in time, but still are reasonably certain to occur. (b) Federal agencies should follow their own procedures for complying with the requirements of the ESA. If pre- construction notification is required for the proposed activity, the Federal permittee must provide the district engineer with the appropriate documentation to demonstrate compliance with those requirements. The district engineer will verify that the appropriate documentation has been submitted. If the appropriate documentation has not been submitted, additional ESA section 7 consultation may be necessary for the activity and the respective federal agency would be responsible for fulfilling its obligation under section 7 of the ESA. (c) Non-federal permittees must submit a pre -construction notification to the district engineer if any listed species or designated critical habitat might be affected or is in the vicinity of the activity, or if the activity is located in designated critical habitat, and shall not begin work on the activity until notified by the district engineer that the requirements of the ESA have been satisfied and that the activity is authorized. For activities that might affect Federally -listed endangered or threatened species or designated critical habitat, the pre -construction notification must include the name(s) of the endangered or threatened species that might be affected by the proposed activity or that utilize the designated critical habitat that might be affected by the proposed activity. The district engineer will determine whether the proposed activity "may affect" or will have "no effect" to listed species and designated critical habitat and will notify the non -Federal applicant of the Corps' determination within 45 days of receipt of a complete pre -construction notification. In cases where the non- Federal applicant has identified listed species or critical habitat that might be affected or is in the vicinity of the activity, and has so notified the Corps, the applicant shall not begin work until the Corps has provided notification that the proposed activity will have "no effect" on listed species or critical habitat, or until ESA section 7 consultation has been completed. If the non - Federal applicant has not heard back from the Corps within 45 days, the applicant must still wait for notification from the Corps. (d) As a result of formal or informal consultation with the FWS or NMFS the district engineer may add species- specific permit conditions to the NWPs. (e) Authorization of an activity by an NWP does not authorize the "take" of a threatened or endangered species as defined under the ESA. In the absence of separate authorization (e.g., an ESA Section 10 Permit, a Biological Opinion with "incidental take" provisions, etc.) from the FWS or the NMFS, the Endangered Species Act prohibits any person subject to the jurisdiction of the United States to take a listed species, where "take" means to harass, harm, pursue, hunt, shoot, wound, kill, trap, capture, or collect, or to attempt to engage in any such conduct. The word BID NO. 18000072 Page 733 of 828 "harm" in the definition of "take" means an act which actually kills or injures wildlife. Such an act may include significant habitat modification or degradation where it actually kills or injures wildlife by significantly impairing essential behavioral patterns, including breeding, feeding or sheltering. (f) If the non-federal permittee has a valid ESA section 10(a)(1)(B) incidental take permit with an approved Habitat Conservation Plan for a project of a group of projects that includes the proposed NWP activity, the non-federal applicant should provide a copy of that ESA section 10(a)(l)(B) permit with the PCN required by paragraph (c) of this general condition. The district engineer will coordinate with the agency that issued ;he ESA section 10(a)(l)(B) permit to deteiuune whether the proposed NWP activity and the associated incidental take were considered in the internal ESA section 7 consultationconducted for the ESA section 10(a)(1)(B) permit. If that coordination results in concurrence from the agency that the proposed NWP activity and the associated incidental take were considered in the internal ESA section 7 consultation for the ESA section 10(a)(1)(B) permit, the district engineer does not need to conduct a separate ESA section 7 consultation for the proposed NWP activity. The district engineer will notify the non-federal applicant within 45 days of receipt of a complete pre -construction notification whether the ESA section 10(a)(1)(B) permit covers the proposed NWP activity or whether additional ESA section 7 consultation is required. (g) Information on the location of threatened and endangered species and their critical habitat can be obtained directly from the offices of the FWS and NMFS or their world wide Web pages at http://www.fws.gov/ or http:// www.fws.gov/ipac and http:// www.nmfs.noaa.gov/pr/species/csa/ respectively. 19. Migratory Birds and Bald and Golden Eagles. The permittee is responsible for ensuring their action complies with the Migratory Bird Treaty Act and the Bald and Golden Eagle Protection Act. The permittee is responsible for contacting appropriate local office of the U.S. Fish and Wildlife Service to determine applicable measures to reduce impacts to migratory birds or eagles, including whether "incidental take" permits are necessary and available under the Migratory Bird Treaty Act or Bald and Golden Eagle Protection Act for a particular activity. 20. Historic Properties. (a) In cases where the district engineer determines that the activity may have the potential to cause effects to properties listed, or eligible for listing, in the National Register of Historic Places, the activity is not authorized, until the requirements of Section 106 of the National Historic Preservation Act (NI -IPA) have been satisfied. (b) Federal permittees should follow their own procedures for complying with the requirements of section 106 of the National Historic Preservation Act. If pre -construction notification is required for the proposed NWP activity, the Federal permittee must provide the district engineer with the appropriate documentation to demonstrate compliance with those requirements. The district engineer will verify that the appropriate documentation has been submitted. If the appropriate documentation is not submitted, then additional consultation under section 106 may be necessary. The.respective federal agency is responsible for fulfilling its obligation to comply with section 106. (c) Non-federal permittees must submit a pre -construction notification to the district engineer if the NWP activity might have the potential to cause effects to any historic properties listed on, BID NO. 18000072 Page 734 of 828 determined to be eligible for listing on, or potentially eligible for listing on the National Register of Historic Places, including previously unidentified properties. For such activities, the pre - construction notification must state which historic properties might have the potential to be affected by the proposed NWP activity or include a vicinity map indicating the location of the historic properties or the potential for the presence of historic properties. Assistance regarding information on the location of, or potential for, the presence of historic properties can be sought from the State Historic Preservation Officer, Tribal Historic Preservation Officer, or designated tribal representative, as appropriate, and the National Register of Historic Places (see 33 CFR 330.4(g)). When reviewing pre -construction notifications, district engineers will comply with the current procedures for addressing the requirements of section 106 of the National Historic Preservation Act. The district engineer shall make a reasonable and good faith effort to carry out appropriate identification efforts, which may include background research, consultation, oral history interviews, sample field investigation, and field survey. Based on the information submitted in the PCN and these identification efforts, the district engineer shall determine whether the proposed NWP activity has the potential to cause effects on the historic properties. Section 106 consultation is not required when the district engineer determines that the activity does not have the potential to cause effects on historic properties (see 36 CFR 800.3(a)). Section 106 consultation is required when the district engineer determines that the activity has the potential to cause effects on historic properties. The district engineer will conduct consultation with consulting parties identified under 36 CFR 800.2(c) when he or she makes any of the following effect determinations for the purposes of section 106 of the NHPA: no historic properties affected, no adverse effect, or adverse effect. Where the non -Federal applicant has identified historic properties on which the activity might have the potential to cause effects and so notified the Corps, the non -Federal applicant shall not begin the activity until notified by the district engineer either that the activity has no potential to cause effects to historic properties or that NHPA section 106 consultation has been completed. (d) For non-federal permittees, the district engineer will notify the prospective permittee within 45 days of receipt of a complete pre -construction notification whether NHPA section 106 consultation is required. If NHPA section 106 consultation is required, the district engineer will notify the non - Federal applicant that he or she cannot begin the activity until section 106 consultation is completed. If the non -Federal applicant has not heard back from the Corps within 45 days, the applicant must still wait for notification from the Corps. (e) Prospective permittees should be aware that section 110k of the NHPA (54 U.S.C. 306113) prevents the Corps from granting a permit or other assistance to an applicant who, with intent to avoid the requirements of section 106 of the NHPA, has intentionally significantly adversely affected a historic property to which the permit would relate, or having legal power to prevent it, allowed such significant adverse effect to occur, unless the Corps, after consultation with the Advisory Council on Historic Preservation (ACHP), determines that circumstances justify granting such assistance despite the adverse effect created or permitted by the applicant. If circumstances justify granting the assistance, the Corps is required to notify the ACHP and provide documentation specifying the circumstances, the degree of damage to the integrity of any historic properties affected, and proposed mitigation. This documentation must include any views obtained from the applicant, SHPO/ THPO, appropriate Indian tribes if the undertaking occurs on or affects historic properties on tribal lands or affects properties of interest to those tribes, and other parties known to have a legitimate interest in the impacts to the permitted activity on historic properties. 21. Discovery of Previously Unknown Remains and Artifacts. BID NO. 18000072 Page 735 of 828 If you discover any previously unknown historic, cultural or archeological remains and artifacts while accomplishing the activity authorized by this permit, you must immediately notify the district engineer of what you have found, and to the maximum extent practicable, avoid construction activities that may affect the remains and artifacts until the required coordination has been completed. The district engineer will initiate the Federal, Tribal, and state coordination required to determine if the items or remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. 22. Designated Critical Resource Waters. Critical resource waters include, NOAA-managed marine sanctuaries and marine monuments, and National Estuarine Research Reserves. The district engineer may designate, after notice and opportunity for public comment, additional waters officially designated by a state as having particular environmental or ecological significance, such as outstanding national resource waters or state natural heritage sites. The district engineer may also designate additional critical resource waters after notice and opportunity for public comment. (a) Discharges of dredged or fill material into waters of the United States are not authorized by NWPs 7, 12, 14, 16, 17, 21, 29, 31, 35, 39, 40, 42, 43, 44, 49, 50, 51, and 52 for any activity within, or directly affecting, critical resource waters, including wetlands adjacent to such waters. (b) For NWPs 3, 8, 10, 13, 15, 18, 19, 22, 23, 25, 27, 28, 30, 33, 34, 36, 37, 38, and 54, notification is required in accordance with general condition 32, for any activity proposed in the designated critical resource waters including wetlands adjacent to those waters. The district engineer may authorize activities under these NWPs only after it is determined that the impacts to the critical resource waters will be no more than minimal. 23. Mitigation The district engineer will consider the following factors when determining appropriate and practicable mitigation necessary to ensure that the individual and cumulative adverse environmental effects are no more than minimal: (a) The activity must be designed and constructed to avoid and minimize adverse effects, both temporary and permanent, to waters of the United States to the maximum extent practicable at the project site (i.e., on site). (b) Mitigation in all its forms (avoiding, minimizing, rectifying, reducing, or compensating for resource losses) will be required to the extent necessary to ensure that the individual and cumulative adverse environmental effects are no more than minimal. (c) Compensatory mitigation at a minimum one -for -one ratio will be required for all wetland losses that exceed 1/10 -acre and require pre- construction notification, unless the district engineer determines in writing that either some other form of mitigation would be more environmentally appropriate or the adverse environmental effects of the proposed activity are no more than minimal, and provides an activity -specific waiver of this requirement. For wetland losses of 1/10 - acre or less that require pre- construction notification, the district engineer may determine on a case -by- case basis that compensatory mitigation is required to ensure that the activity results in only minimal adverse environmental effects. (d) For losses of streams or other open waters that require pre -construction notification, the district engineer may require compensatory mitigation to ensure that the activity results in no more than minimal adverse environmental effects. Compensatory mitigation for losses of streams should be BID NO. 18000072 Page 736 of 828 provided, if practicable, through stream rehabilitation, enhancement, or preservation, since streams are difficult- to -replace resources (see 33 CFR 332.3(e)(3)). (e) Compensatory mitigation plans for NWP activities in or near streams or other open waters will normally include a requirement for the restoration or enhancement, maintenance, and legal protection (e.g., conservation easements) of riparian areas next to open waters. In some cases, the restoration or maintenance/protection of riparian areas may be the only compensatory mitigation required. Restored riparian areas should consist of native species. The width of the required riparian area will address documented water quality or aquatic habitat loss concerns. Normally, the riparian area will be 25 to 50 feet wide on each side of the stream, but the district engineer may require slightly wider riparian areas to address documented water quality or habitat loss concerns. If it is not possible to restore or maintain/protect a riparian area on both sides of a stream, or if the waterbody is a lake or coastal waters, then restoring or maintaining/protecting a riparian area along a single bank or shoreline may be sufficient. Where both wetlands and open waters exist on the project site, the district engineer will determine the appropriate compensatory mitigation (e.g., riparian areas and/or wetlands compensation) based on what is best for the aquatic environment on a watershed basis. In cases where riparian areas are determined to be the most appropriate form of minimization or compensatory mitigation, the district engineer may waive or reduce the requirement to provide wetland compensatory mitigation for wetland losses. (f) Compensatory mitigation projects provided to offset losses of aquatic resources must comply with the applicable provisions of 33 CFR part 332. (1) The prospective permittee is responsible for proposing an appropriate compensatory mitigation option if compensatory mitigation is necessary to ensure that the activity results in no more than minimal adverse environmental effects. For the NWPs, the preferred mechanism for providing compensatory mitigation is mitigation bank credits or in -lieu fee program credits (see 33 CFR 332.3(b)(2) and (3)). However, if an appropriate number and type of mitigation bank or in - lieu credits are not available at the time the PCN is submitted to the district engineer, the district engineer may approve the use of permittee-responsible mitigation. (2) The amount of compensatory mitigation required by the district engineer must be sufficient to ensure that the authorized activity results in no more than minimal individual and cumulative adverse environmental effects (see 33 CFR 33O.1(e)(3)). (See also 33 CFR 332.3(f)). (3) Since the likelihood of success is greater and the impacts to potentially valuable uplands are reduced, aquatic resource restoration should be the first compensatory mitigation option considered for permittee-responsible mitigation. (4) If permittee-responsible mitigation is the proposed option, the prospective permittee is responsible for submitting a mitigation plan. A conceptual or detailed mitigation plan may be used by the district engineer to make the decision on the NWP verification request, but a final mitigation plan that addresses the applicable requirements of 33 CFR 332.4(c)(2) through (14) must be approved by the district engineer before the permittee begins work in waters of the United States, unless the district engineer determines that prior approval of the final mitigation plan is not practicable or not necessary to ensure timely completion of the required compensatory mitigation (see 33 CFR 332.3(k)(3)). (5) If mitigation bank or in -lieu fee program credits are the proposed option, the mitigation plan only needs to address the baseline conditions at the impact site and the number of credits to be provided. (6) Compensatory mitigation requirements (e.g., resource type and amount to be provided as compensatory mitigation, site protection, ecological perfotliiance standards, monitoring requirements) may be addressed through conditions added to the NWP authorization, instead of components of a compensatory mitigation plan (see 33 CFR 332.4(c)(1)(ii)). BID NO. 18000072 Page 737 of 828 (g) Compensatory mitigation will not be used to increase the acreage losses allowed by the acreage limits of the NWPs. For example, if an NWP has an acreage limit of 12 -acre, it cannot be used to authorize any NWP activity resulting in the loss of greater than 1/2- acre of waters of the United States, even if compensatory mitigation is provided that replaces or restores some of the lost waters. However, compensatory mitigation can and should be used, as necessary, to ensure that an NWP activity already meeting the established acreage limits also satisfies the no more than minimal impact requirement for the NWPs. (h) Permittees may propose the use of mitigation banks, in -lieu fee programs, or permittee- responsible mitigation. When developing a compensatory mitigation proposal, the permittee must consider appropriate and practicable options consistent with the framework at 33 CFR 332.3(b). For activities resulting in the loss of marine or estuarine resources, permittee- responsible mitigation may be environmentally preferable if there are no mitigation banks or in -lieu fee programs in the area that have marine or estuarine credits available for sale or transfer to the permittee. For permittee- responsible mitigation, the special conditions of the NWP verification must clearly indicate the party or parties responsible for the implementation and performance of the compensatory mitigation project, and, if required, its long-term management. (i) Where certain functions and services of waters of the United States are peilnanently adversely affected by a regulated activity, such a discharges of dredged or fill material into waters of the United States that will convert a forested or scrub -shrub wetland to a herbaceous wetland in a permanently maintained utility line right-of-way, mitigation may be required to reduce the adverse environmental effects of the activity to the no more than minimal level. 24. Safety of Impoundment Structures. To ensure that all impoundment structures are safely designed, the district engineer may require non -Federal applicants to demonstrate that the structures comply with established state dam safety criteria or have been designed by qualified persons. The district engineer may also require documentation that the design has been independently reviewed by similarly qualified persons, and appropriate modifications made to ensure safety. 25. Water Quality. Where States and authorized Tribes, or EPA where applicable, have not previously certified compliance of an NWP with CWA section 401, individual 401 Water Quality Certification must be obtained or waived (see 33 CFR 330.4(c)). The district engineer or State or Tribe may require additional water quality management measures to ensure that the authorized activity does not result in more than minimal degradation of water quality. 26. Coastal Zone Management. In coastal states where an NWP has not previously received a state coastal zone management consistency concurrence, an individual state coastal zone management consistency concurrence must be obtained, or a presumption of concurrence must occur (see 33 CFR 330.4(d)). The district engineer or a State may require additional measures to ensure that the authorized activity is consistent with state coastal zone management requirements. BID NO. 18000072 Page 738 of 828 27. Regional and Case -By -Case Conditions. The activity must comply with any regional conditions that may have been added by the Division Engineer (see 33 CFR 330.4(e)) and with any case specific conditions added by the Corps or by the state, Indian Tribe, or U.S. EPA in its section 401 Water Quality Certification, or by the state in its Coastal Zone Management Act consistency determination. 28. Use of Multiple Nationwide Permits. The use of more than one NWP for a single and complete project is prohibited, except when the acreage loss of waters of the United States authorized by the NWPs does not exceed the acreage limit of the NWP with the highest specified acreage limit. For example, if a road crossing over tidal waters is constructed under NWP 14, with associated bank stabilization authorized by NWP 13, the maximum acreage loss of waters of the United States for the total project cannot exceed 1/3 -acre. 29. Transfer of Nationwide Permit Verifications. If the permittee sells the property associated with a nationwide permit verification, the permittee may transfer the nationwide permit verification to the new owner by submitting a letter to the appropriate Corps district office to validate the transfer. A copy of the nationwide permit verification must be attached to the letter, and the letter must contain the following statement and signature: When the structures or work authorized by this nationwide permit are still in existence at the time the property is transferred, the terms and conditions of this nationwide permit, including any special conditions, will continue to be binding on the new owner(s) of the property. To validate the transfer of this nationwide permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date below. (Transferee) (Date) 30. Compliance Certification. Each permittee who receives an NWP verification letter from the Corps must provide a signed certification documenting completion of the authorized activity and implementation of any required compensatory mitigation. The success of any required permittee-responsible mitigation, including the achievement of ecological performance standards, will be addressed separately by the district engineer. The Corps will provide the permittee the certification document with the NWP verification letter. The certification document will include: (a) A statement that the authorized activity was done in accordance with the NWP authorization, including any general, regional, or activity -specific conditions; (b) A statement that the implementation of any required compensatory mitigation was completed in accordance with the permit conditions. If credits from a mitigation bank or in -lieu fee program are used to satisfy the compensatory mitigation requirements, the certification must include the BID NO. 18000072 Page 739 of 828 documentation required by 33 CFR 332.3(1)(3) to confirm that the permittee secured the appropriate number and resource type of credits; and (c) The signature of the permittee certifying the completion of the activity and mitigation. The completed certification document must be submitted to the district engineer within 30 days of completion of the authorized activity or the implementation of any required compensatory mitigation, whichever occurs later. 31. Activities Affecting Structures or Works Built by the United States. If an NWP activity also requires permission from the Corps pursuant to 33 U.S.C. 408 because it will alter or temporarily or permanently occupy or use a U.S. Army Corps of Engineers (USACE) federally authorized Civil Works project (a "USACE project"), the prospective permittee must submit a pre- construction notification. See paragraph (b)(10) of general condition 32. An activity that requires section 408 permission is not authorized by NWP until the appropriate Corps office issues the section 408 permission to alter, occupy, or use the USACE project, and the district engineer issues a written NWP verification. 32. Pre -Construction Notification. (a) Timing. Where required by the terms of the NWP, the prospective permittee must notify the district engineer by submitting a pre -construction notification (PCN) as early as possible. The district engineer must determine if the PCN is complete within 30 calendar days of the date of receipt and, if the PCN is determined to be incomplete, notify the prospective permittee within that 30 day period to request the additional information necessary to make the PCN complete. The request must specify the information needed to make the PCN complete. As a general rule, district engineers will request additional information necessary to make the PCN complete only once. However, if the prospective permittee does not provide all of the requested information, then the district engineer will notify the prospective permittee that the PCN is still incomplete and the PCN review process will not commence until all of the requested information has been received by the district engineer. The prospective permittee shall not begin the activity until either: (1) He or she is notified in writing by the district engineer that the activity may proceed under the NWP with any special conditions imposed by the district or division engineer; or (2) 45 calendar days have passed from the district engineer's receipt of the complete PCN and the prospective permittee has not received written notice from the district or division engineer. However, if the permittee was required to notify the Corps pursuant to general condition 18 that listed species or critical habitat might be affected or are in the vicinity of the activity, or to notify the Corps pursuant to general condition 20 that the activity might have the potential to cause effects to historic properties, the permittee cannot begin the activity until receiving written notification from the Corps that there is "no effect" on listed species or "no potential to cause effects" on historic properties, or that any consultation required under Section 7 of the Endangered Species Act (see 33 CFR 33O.4(f)) and/or section 106 of the National Historic Preservation Act (see 33 CFR 330.4(g)) has been completed. Also, work cannot begin under NWPs 21, 49, or 50 until the permittee has received written approval from the Corps. If the proposed activity requires a written waiver to exceed specified limits of an NWP, the permittee may not begin the activity until the district engineer issues the waiver. If the district or division engineer notifies the permittee in writing that an individual permit is required within 45 calendar days of receipt of a complete PCN, the permittee cannot begin the activity until an individual permit has been obtained. Subsequently, BID NO. 18000072 Page 740 of 828 the permittee's right to proceed under the NWP may be modified, suspended, or revoked only in accordance with the procedure set forth in 33 CFR 330.5(d)(2). (b) Contents of Pre -Construction Notification: The PCN must be in writing and include the following information: (1) Name, address and telephone numbers of the prospective permittee; (2) Location of the proposed activity; (3) Identify the specific NWP or NWP(s) the prospective permittee wants to use to authorize the proposed activity; (4) A description of the proposed activity; the activity's purpose; direct and indirect adverse environmental effects the activity would cause, including the anticipated amount of loss of wetlands, other special aquatic sites, and other waters expected to result from the NWP activity, in acres, linear feet, or other appropriate unit of measure; a description of any proposed mitigation measures intended to reduce the adverse environmental effects caused by the proposed activity; and any other NWP(s), regional general permit(s), or individual permit(s) used or intended to be used to authorize any part of the proposed project or any related activity, including other separate and distant crossings for linear projects that require Department of the Army authorization but do not require pre -construction notification. The description of the proposed activity and any proposed mitigation measures should be sufficiently detailed to allow the district engineer to determine that the adverse environmental effects of the activity will be no more than minimal and to determine the need for compensatory mitigation or other mitigation measures. For single and complete linear projects, the PCN must include the quantity of anticipated losses of wetlands, other special aquatic sites, and other waters for each single and complete crossing of those wetlands, other special aquatic sites, and other waters. Sketches should be provided when necessary to show that the activity complies with the terms of the NWP. (Sketches usually clarify the activity and when provided results in a quicker decision. Sketches should contain sufficient detail to provide an illustrative description of the proposed activity (e.g., a conceptual plan), but do not need to be detailed engineering plans); (5) The PCN must include a delineation of wetlands, other special aquatic sites, and other waters, such as lakes and ponds, and perennial, intermittent, and ephemeral streams, on the project site. Wetland delineations must be prepared in accordance with the current method required by the Corps. The permittee may ask the Corps to delineate the special aquatic sites and other waters on the project site, but there may be a delay if the Corps does the delineation, especially if the project site is large or contains many wetlands, other special aquatic sites, and other waters. Furthermore, the 45 day period will not start until the delineation has been submitted to or completed by the Corps, as appropriate; (6) If the proposed activity will result in the loss of greater than 1/10 -acre of wetlands and a PCN is required, the prospective permittee must submit a statement describing how the mitigation requirement will be satisfied, or explaining why the adverse environmental effects are no more than minimal and why compensatory mitigation should not be required. As an alternative, the prospective permittee may submit a conceptual or detailed mitigation plan. (7) For non -Federal permittees, if any listed species or designated critical habitat might be affected or is in the vicinity of the activity, or if the activity is located in designated critical habitat, the PCN must include the name(s) of those endangered or threatened species that might be affected by the proposed activity or utilize the designated critical habitat that might be affected by the proposed activity. For NWP activities that require pre -construction notification, Federal permittees must provide documentation demonstrating compliance with the Endangered Species Act. (8) For non -Federal permittees, if the NWP activity might have the potential to cause effects to a historic property listed on, determined to be eligible for listing on, or potentially BID NO. 18000072 Page 741 of 828 eligible for listing on, the National Register of Historic Places, the PCN must state which historic property might have the potential to be affected by the proposed activity or include a vicinity map indicating the location of the historic property. For NWP activities that require pre -construction notification, Federal permittees must provide documentation demonstrating compliance with section 106 of the National Historic Preservation Act; (9) For an activity that will occur in a component of the National Wild and Scenic River System, or in a river officially designated by Congress as a "study river" for possible inclusion in the system while the river is in an official study status, the PCN must identify the Wild and Scenic River or the "study river" (see general condition 16); and (10) For an activity that requires permission from the Corps pursuant to 33 U.S.C. 408 because it will alter or temporarily or permanently occupy or use a U.S. Autry Corps of Engineers federally authorized civil works project, the pre -construction notification must include a statement confirming that the project proponent has submitted a written request for section 408 permission from the Corps office having jurisdiction over that USACE project. (c) Form of Pre -Construction Notification: The standard individual permit application foiui (Form ENG 4345) may be used, but the completed application form must clearly indicate that it is an NWP PCN and must include all of the applicable information required in paragraphs (b)(1) through (10) of this general condition. A letter containing the required information may also be used. Applicants may provide electronic files of PCNs and supporting materials if the district engineer. has established tools and procedures for electronic submittals. (d) Agency Coordination: (1) The district engineer will consider any comments from Federal and state agencies concerning the proposed activity's compliance with the terms and conditions of the NWPs and the need for mitigation to reduce the activity's adverse environmental effects so that they are no more than minimal. (2) Agency coordination is required for: (i) All NWP activities that require pre -construction notification and result in the loss of greater than 1/2 -acre of waters of the United States; (ii) NWP 21, 29,39, 40, 42, 43, 44, 50, 51, and 52 activities that require pre -construction notification and will result in the loss of greater than 300 linear feet of stream bed; (iii) NWP 13 activities in excess of 500 linear feet, fills greater than one cubic yard per running foot, or involve discharges of dredged or fill material into special aquatic sites; and (iv) NWP 54 activities in excess of 500 linear feet, or that extend into the waterbody more than 30 feet from the mean low water line in tidal waters or the ordinary high water mark in the Great Lakes. (3) When agency coordination is required, the district engineer will immediately provide (e.g., via email, facsimile transmission, overnight mail, or other expeditious manner) a copy of the complete PCN to the appropriate Federal or state offices (FWS, state natural resource or water quality agency, EPA, and, if appropriate, the NMFS). With the exception of NWP 37, these agencies will have 10 calendar days from the date the material is transmitted to notify the district engineer via telephone, facsimile transmission, or email that they intend to provide substantive, site -specific comments. The comments must explain why the agency believes the adverse environmental effects will be more than minimal. If so contacted by an agency, the district engineer will wait an additional 15 calendar days before making a decision on the pre- construction notification. The district fully consider agency comments received within the specified time frame concerning the proposed activity's compliance with the terms and conditions of the NWPs, including the need for mitigation to ensure the net adverse environmental effects of the proposed activity are no more than minimal. The district engineer will provide no response to the resource agency, except as provided below. The district engineer will indicate in the administrative record associated with each pre -construction notification that the resource agencies' concerns were BID NO. 18000072 Page 742 of 828 considered. For NWP 37, the emergency watershed protection and rehabilitation activity may proceed immediately in cases where there is an unacceptable hazard to life or a significant loss of property or economic hardship will occur. The district engineer will consider any comments received to decide whether the NWP 37 authorization should be modified, suspended, or revoked in accordance with the procedures at 33 CFR 330.5. (4) In cases of where the prospective permittee is not a Federal agency, the district engineer will provide a response to NMFS within 30 calendar days of receipt of any Essential Fish Habitat conservation recommendations, as required by section 305(b)(4)(B) of the Magnuson -Stevens Fishery Conservation and Management Act. 5) Applicants are encouraged to provide the Corps with either electronic files or multiple copies of pre- construction notifications to expedite agency coordination. Further Information 1. District Engineers have authority to determine if an activity complies with the terms and conditions of an NWP. 2. NWPs do not obviate the need to obtain other federal, state, or local permits, approvals, or authorizations required by law. 3. NWPs do not grant any property right's or exclusive privileges. 4. NWPs do not authorize any injury to the property or rights of others. 5. NWPs do not authorize interference with any existing or proposed Federal project (see general condition 31). 2017 Regional Conditions to Nationwide Permits in the State of Colorado Regional Conditions Applicable to All Nationwide Permits within the State of Colorado 1. Important Spawning Areas. Activities are not authorized by any nationwide permit except after case -by- case review and consultation with Colorado Parks and Wildlife (CPW) if the activities would adversely affect important spawning areas or would be conducted in these waters during trout and Kokanee spawning seasons. Bio-engineering techniques, such as native riparian shrub plantings, are required for all bank protection activities that exceed 50 linear feet in important spawning areas. For activities located in these important spawning areas, PCN is required and consultation with CPW must be conducted in accordance with the timeframes established in GC 32 (Pre -Construction Notification). Important spawning areas are considered Gold Medal Waters in Colorado (Attachment 2). NOTE: Pre -application consultation with the CPW, preferably on -site, is highly recommended. Providing documentation of pre -application consultation with CPW, stating that CPW has reviewed the proposed project and has no concerns, will be helpful in project evaluation by the Corps. Please visit the following state website to determine the appropriate CPW office for coordination: http://cpw.state.co.us. 2.k146 Abbonwide permits, with the exception of 3, 5, 6, 20, 27, 32, 37, and 38, arc 9e %eo4828 for activities located in fens and wetlands adjacent to fens. PCN is required for activities proposed for authorization by Nationwide Permits. The PCN will address potential adverse effects to fen hydrology. The permittee may not begin the activity until the Corps determines the adverse environmental effects are minimal. A fen is defined as a groundwater -fed wetland with saturated organic soil (greater than or equal to 16 inches in thickness) that is classified as a histosol in the Natural Resources Conservation Service (MRCS) Field Indicators of Hydric Soils in the United States (Version 8.0, 2016). A copy of the document can be obtained from the NRCS at http://www.nrcs.usda.gov/1nternet/FSE DOCUMENTS/nrcs142p2 053171.pdf Note: A fen may be part of a larger aquatic system (fen complex) where wetlands and other waters adjacent to the fen may provide a critical source ofhydrology necessary for sustaining the, fen. 3. Springs. PCN is required for all Nationwide Permits if the activities occur within 100 feet of the discharge point of a spring. The Corps will determine if the proposed project will have more than a minimal effect to the spring and may require an Individual Permit or project modification to reduce/eliminate the spring impacts. For the purposes of this regional condition, a spring is defined as any location where groundwater flow emanates from a distinct point. Springs do not include seeps or other groundwater discharge areas where there is no distinct point source. 4. Suitable Fill. A PCN is required for the use of broken concrete as fill material within the State of Colorado. Permittees must demonstrate that soft engineering methods utilizing native or non -man made materials are not practicable (with respect to cost, existing technology, and logistics), before broken concrete is allowed as suitable fill. Use of broken concrete with exposed rebar is prohibited. ADDITIONAL INFORMATION The following additional infoiuration relates to minimization of impacts to jurisdictional waters of the United States and compliance with the General Conditions: 1. Permittees are reminded that appropriate erosion and sediment controls are required in accordance with GC No. 12 in order to properly stabilize the site and prevent erosion and siltation into wetlands and other waters downstream. Streambed material or other small aggregate material placed alone for bank stabilization will not meet GC No. 12. 2. Permittee best management practices. In order to prevent the spread of invasive and/or nuisance species (e.g., Asian Clam, Grand Valley Asian Tapeworm, Green River Mud Snail, New Zealand Mud Snail), the permittee is strongly encouraged to clean heavy equipment prior to and after construction if the equipment was previously used in another stream, river, lake, pond or wetland within 10 days of initiating work. The following arc recommended methods BID NO. 18000072 Page 744 of 828 for preventing the spread of invasive aquatic organisms: Remove all mud and debris from equipment (tracks, turrets, buckets, drags, teeth, etc.) and spray/soak equipment with a 1:15 solution of disinfection solution containing the following ingredients: • Dialkyl dimethyl ammonium chloride (5-10% by weight); • Alkyl dimethyl benzyl ammonium chloride (5-10% by weight); • Nonyl phenol ethoxylate (5-10% by weight); • Sodium sesquicarbonate (1-5%); and, • Tetrasodium ethylene diaminetetraacetate (1-15%) The equipment should be kept moist for at least 10 minutes, and rinsate should be managed as a solid waste in accordance with local, county, state, or federal regulations. Alternately, equipment, hand tools, boots and any other equipment that was previously used in a river, stream, lake, pond, or wetland prior to moving the equipment to another water body may be disinfected using the following methods: • Spray/soak equipment with water greater than 140 degrees Fahrenheit for at least 10 minutes. • Sanitize water suction hoses and water transportation tanks (using methods described above) and discard rinse water at an appropriately permitted disposal facility. 3. Designated Critical Resource Waters. Within the State of Colorado, the waters listed in Attachment 1 are designated as Critical Resource Waters. In accordance with GC 22, the discharge of dredged or fill material is not authorized by the following nationwide permits in these waters or their adjacent wetlands: NWPs 7, 12, 14, 16, 17, 21, 29, 31, 35, 39, 40, 42, 43, 44, 49, 50, A and B. In addition, in accordance with GC 32, notification to the DE is required for the use of the following nationwide permits in these waters and their adjacent wetlands: NWPs 3, 8, 10, 13, 15, 18, 19, 22, 23, 25, 27, 28, 30, 33, 34, 36, 37 and 38. 4. Gold Medal Waters. Within the State of Colorado, the waters listed in Attachment 2 are designated as Gold Medal Waters. Requirements for projects located in these waters and their adjacent wetlands are s e t forth in RC 5 above. BID NO. 18000072 Page 745 of 828 ATTACHMENT 1 DESIGNATED CRITICAL RESOURCE WATERS The Colorado Water Quality Control Division designates Critical Resource Waters (Outstanding Waters) within the State of Colorado. Please note that the following list is subject to change and typically changes on an annual basis. For the most current list, or for more information on specific designations within these watersheds and their tributaries, please refer to the Colorado Water Quality Control Commission website: https://www.colorado.gov/pacific/cdphe/wgcc or Water Quality Control Division's website: https://www.colorado.gov/pacific/cdphe/clean-Water- gis-maps Animas and Florida River Basins. All tributaries to the Animas River and Florida River, including all wetlands, which are within the Weminuche Wilderness Area. Hermosa Creek, including all tributaries, from the source to immediately below the confluence with Long Hollow, except for the East Fork of Hermosa Creek. All lakes and reservoirs tributary to the Animas River and Florida River which are within the Weminuche Wilderness Area. This segment includes Lillie Lake, Castilleja Lake, City Reservoir, Emerald Lake, Ruby Lake, Balsam Lake, Garfield Lake, Vestal Lake, Eldorado Lake, Highland Mary Lakes, Verde Lakes, Lost Lake, and Crater Lake. Bear Creek Basin. The main stem of Bear Creek and all tributaries, lakes, and reservoirs, including wetlands, within the Mt. Evans Wilderness Area. Big Thompson River Basin. The main stem of the Big Thompson River, including all tributaries, lakes, reservoirs, and wetlands, located within Rocky Mountain National Park (RMNP). Blue River Basin. North Fork of the Swan River, including all tributaries and wetlands, from the source to the confluence with the Swan River. All tributaries to the Blue River, including wetlands within the Eagle Nest and Ptarmigan Peak Wilderness Areas. All lakes and reservoirs within the Eagle Nest and Ptarmigan Peak Wilderness Areas. Boulder Creek Basin. All tributaries to Boulder Creek, including lakes, reservoirs, and wetlands, located within the Indian Peaks Wilderness Area. Cache la Poudre River Basin. All tributaries to the Cache La Poudre River, including lakes, reservoirs, and wetlands, located within RMNP and Rawah, Neota, Comanche Peak, and Cache La Poudre Wilderness Areas. BID NO. 18000072 Page 746 of 828 Clear Creek Basin. All tributaries to Clear Creek, including lakes, reservoirs, and wetlands, located within Mt. Evans Wilderness Area. San Luis Valley (Closed Basin). All tributaries in the Closed Basin, including wetlands, lakes, and reservoirs, located within the La Garita Wilderness Area. The main stem of Sand Creek, including all tributaries and wetlands, from the source to the mouth. The main stem of Medano Creek, including all tributaries and wetlands, from the source to the mouth Colorado River Basin. The main stem of the Colorado River, including all tributaries and wetlands, located within or flowing into RMNP. All tributaries to the Colorado River and Frasier River within RMNP and within the Never Summer, Indian Peaks, Byers, Vasquez, Eagles Nest, and Flat Top Wilderness Areas. Main stem of Northwater Creek and Trapper Creek, including all tributaries and wetlands, from their source to the confluence with the East Fork of Parachute Creek. East Middle Fork of Parachute Creek, including all tributaries and wetlands from the source to the confluence with Middle Fork of Parachute Creek. Battlement Creek, including all tributaries and wetlands, from its source to a point immediately downstream boundary of BLM lands. Main stem of Rapid Creek, including all tributaries and wetlands, from the source to a point immediately below the confluence with Cottonwood Creek including Kruzen Springs. Dolores River Basin. All tributaries to the Dolores River and West Dolores River, including all wetlands, tributaries, which are within the Lizard Head Wilderness area, main stem of Rio Lado from the source to the confluence with the Dolores River. Main stem of Spring Creek from the source to the confluence with Stoner Creek. Main stem of Little Taylor Creek from the source to the confluence with Taylor Creek. All lakes, and reservoirs tributary to the Dolores River and West Dolores River, which are within the Lizard Head Wilderness area. This segment includes Navajo Lake. Eagle River Basin. All tributaries to the Eagle River system, including lakes, reservoirs, and wetlands, located within the Eagle Nest and Holy Cross Wilderness Areas of the Gore Range. Abrams Creek, including all tributaries and wetlands, from the source to the eastern boundary of the BLM lands. Fountain Creek Basin. Severy Creek, including all tributaries, from the source to apoint just upstream of where the Forest Service Road 330 crosses the stream. Bear Creek, including all tributaries, from the source to a point upstream of GPS coordinated N3847682, W10454917 (this location is at elevation 8,200 feet above sea level at a 250 degree anger 4agyfeet from the trailhead of the Mount Buckhom Trail off High Drive). Page 747 of 828 Upper Gunnison River Basin. All tributaries to the Gunnison River, including and wetlands, within the La Garita, Powderhorn, West Elk, Collegiate Peaks, Maroon Bells, Fossil Ridge, or Uncompahgre Wilderness Areas. All tributaries and wetlands from North Beaver Creek to Meyers Gulch, from the West Elk Wilderness boundary to their confluences with Blue Mesa Reservoir, Morrow Point Reservoir, or the Gunnison River, excluding Steuben Creek, North Willow Creek, and Soap Creek. All lakes and reservoirs that are tributary to the Gunnison River and within the La Garita, Powderhorn, West Elk, Collegiate Peaks, Maroon Bells, Raggeds, Fossil Ridge, or Uncompahgre Wilderness Areas. Lower Gunnison River Basin. All tributaries to the Smith Fork, including all wetlands, which are within the West Elk Wilderness Area. All lakes and reservoirs tributary to the Smith Fork, and are within the West Elk Wilderness Area. North Fork of the Gunnison River Basin. All tributaries to North Fork of the Gunnison River, including all wetlands, within the West Elk or Raggeds Wilderness Areas. All lakes and reservoirs that are tributary to the North Fork of the Gunnison River and within the West Elk or Raggeds Wilderness areas. Laramie River Basin. All tributaries to the Laramie River system, including lakes, reservoirs, and wetlands, located within the Rawah Wilderness Area. Los Pinos River Basin. All tributaries to the Los Pinos River, including all wetlands, which are within the Weminuche Wilderness Area. All lakes and reservoirs tributary to the Los Pinos River which are within the Weminuche Wilderness Area. This includes Granite Lake, Divide Lakes, Elk Lake, Flint Lakes, Moon Lake, Rock Lake, Betty Lake, Lost Lake, Hidden Lake, Vallecito Lake, Eldorado Lake, Trinity Lake, Leviathan Lake, Sunlight Lake, Hazel Lake, Columbine Lake, and Emerald Lake. Mancos River Basin. All tributaries of the Mancos River located within Mesa Verde National Park. North Fork of the Gunnison River Basin. All tributaries to North Fork of the Gunnison River, including lakes, reservoirs, and wetlands, located within the West Elk and Raggeds Wilderness Areas. BID NO. 18000072 Page 748 of 828 North Platte River Basin. All tributaries to the North Platte River and Encampment Rivers, including lakes and reservoirs. All wetlands located within the Mount Zirkle, Never Summer, and Platte River Wilderness Areas. Piedra River Basin. All tributaries to the Piedra River, including all wetlands, which are within the Weminuche Wilderness Area. All lakes and reservoirs tributary to the Piedra River which are within the Weminuche Wilderness Area. This segment includes Window Lake, Monument Lake, Hossick Lake, and Williams Lakes. Rio Grande Basin. All tributaries to the Rio Grande, including lakes, reservoirs, and wetlands, located within the Weminuche Wilderness Area. Roaring Fork River. All tributaries of the Roaring Fork River system, including lakes and reservoirs, located within the Maroon Bells/Snowmass, Holy Cross, Raggeds, Collegiate Peaks, and Hunter/Fryingpan Wilderness Areas. San Juan River Basin. All tributaries to the San Juan River, Rio Blanco, and Navajo River including all wetlands which are within the Weminuche Wilderness area and South San Juan Wilderness Area. All lakes and reservoirs which are tributary to the San Juan River, Rio Blanco, and Navajo River and located within the Weminuche Wilderness Area and South San Juan Wilderness Area. This segment includes Archuleta Lake, Spruce Lakes, Turkey Creek Lake, Fourmile Lake, Upper Fourmile Lake, Crater Lake, Quartz Lake, Fish Lake, and Opal Lake. San Miguel River Basin. All tributaries, including wetlands, to the San Miguel River, and within the boundaries of the Lizard Head, or Mount Sneffels Wilderness Areas. All lakes and reservoirs tributary to the San Miguel River and within the boundaries of the Lizard Head, or Mount Sneffels Wilderness Areas. South Platte River Basin. All tributaries to the South Platte River, including lakes, reservoirs, and wetlands, located within the Lost Creek and Mt. Evans Wilderness Areas. St. Vrain Creek Basin. All tributaries to St. Vrain Creek, including lakes, reservoirs, and wetlands, located within the Indian Peaks Wilderness Areas and RMNP. Uncompahgre River Basin. All tributaries to the Uncompahgre River, including all wetlands, which are within the Mt. Sneffels or Uncompahgre Wilderness Areas. BID NO. 18000072 Page 749 of 828 All lakes and reservoirs tributary to the Uncompahgre River and within the Mt. Sneffels or Uncompahgre Wilderness Areas. White River Basin. All tributaries to the White River, including lakes, reservoirs, and wetlands, located within the Flat Tops Wilderness Area, including Trapper's Lake. Yampa River Basin. All tributaries to the Yampa River, including lakes, reservoirs, and wetlands, located within Zirkle, Flat Tops, and Sarvis Creek Wilderness Areas. BID NO. 18000072 Page 750 of 828 ATTCHMENT 2 GOLD MEDAL WATERS The following list of important spawning areas has been defined as Gold Medal Waters by the State of Colorado. As a reminder, according to RC 5 above, PCN is required for all proposed nationwide permit activities in these waters; consultation with CPW must be conducted in accordance with the timeframes established in GC 32. NOTE: This list of Gold Medal Waters is subject to change. For the most current list, please refer to the Colorado Parks and Wildlife (CPW) Colorado Fishing Brochure available on the CPW website (http://cpw.state.co.us/aboutus/Pages/RegulationsBrochures.aspx) Fishing Brochure or contact any CPW or Corps office in Colorado. GOLD MEDAL LAKES: North Delaney Butte Lake in Jackson County. Spinney Mountain Reservoir in Park County. Steamboat Lake in Routt County. GOLD MEDAL STREAMS: Animas River from Lightner Creek to Rivera Crossing Bridge. Arkansas River from the confluence with the Lake Fork of the Arkansas, near Leadville, downstream to Parkdale at the Hwy 50 bridge crossing above the Royal Gorge. Blue River from Dillon Reservoir Dam to Green Mountain Reservoir inlet; and From Green Mountain Reservoir dam to Colorado River confluence. Colorado River from Fraser River to Troublesome Creek confluence. Also, the 24 mile reach from the confluence with Canyon Creek, at the mouth of Gore Canyon, downstream to the confluence of Rock Creek, near the town of McCoy. Fryingpan River from Ruedi Reservoir dam to Roaring Fork River Confluence. BID NO. 18000072 Page 751 of 828 Gore Creek from Red Sandstone Creek to Eagle River confluence. Gunnison River from the upper boundary of the Black Canyon of the Gunnison National Monument downstrearrito the confluence with the North Fork of the Gunnison River. North Platte River from the Routt National Forest boundary to the Wyoming border. Rio Grande from Farmer's Union Canal upstream to the upper boundary of Collier State Wildlife Area. Roaring Fork River from the confluence with the Crystal River downstream to the confluence with the Colorado River. South Platte River: The Middle Fork of the South Platte River downstream from U.S. Highway 285, the South Fork of the South Platte River downstream from the outlet at Antero Reservoir, and from the confluence of the Middle and South Forks of the South Platte River downstream to the inlet of Spinney Mountain Reservoir. BID NO. 18000072 Page 752 of 828 EM-BR53-58A CR 53 BRIDGE REPLACEMENT PROJECT Bid Request No. B1800072 Weld County, Colorado ADDENDUM NUMBER TWO The following shall be incorporated into the CONTRACT DOCUMENTS, for the above -referenced PROJECT: April 2, 2017 A. Insurance Requirements B. Contractor Questions and Responses C. Revision to Section 105 D. Revision to Section 206 E. Revision to Section 210 F. Revision to Section 506 G. Updated Bid Tabulation — Items which have changed with Addendums 1 and 2 are shown in red on the Bid Tabulation. All other terms and conditions of the CONTRACT DOCUMENTS shall remain unchanged. BIDDER must acknowledge receipt of this addendum in the space provided in the BID. Failure to acknowledge receipt of an ADDENDUM may be cause for rejection of the BID. A. INSURANCE REQUIREMENTS At the pre -bid meeting, it was mistakenly stated that Builder's Risk Insurance was not required for this project. As a condition of the DOLA-CDBG-DR grant that is helping to fund this project, Builder's Risk Insurance is a requirement. The Bidder's attention is called to Item 28(e) of Exhibit C (page 60) which makes Builder's Risk Insurance mandatory. Additionally, the Builder's Risk Insurance clause shown on page 45 of the sample contract shall be changed from "If Required" to "Required". The Builder's Risk Insurance language shown on pages 45 and 46 shall be duplicated on page 15 following the last paragraph. BID NO 18000072 Page 753 of 828 B CONTRACTOR QUESTIONS AND RESPONSES Question 1 • Is the curb (item 609-40011) specified to be doweled or key-wayed in place and can it be either asphalt or concrete'? Answer The plans call out the curb to be Type 4 Dowelled Concrete Curb, Section M Plan Sheet 94 (amended by addendum 1) identifies the CDOT standard to be used Question 2 What is the elevation for the 10 -year flood that was referenced in Addendum 1, Item 17? Answer The 10 -year flood elevation is 4588 97 feet NAVD-88 Question 3 Would Weld County consider adding bid tabs for End/Line braces and Corner braces for the permanent fencing? Answer No Question 4 Will the 32 -foot cattle guard be a new one'? Or, will it be the one that is currently there, just reset in the new alignment? Answer There is an error in the revision to Section 210 It mistakenly has a pay item for resetting a cattle guard The 32 -foot cattle guard will be replaced with a new one and will be paid for under item 611-00032 A corrected revision to Section 210 is included with this addendum Question 5 There is a force account item for steel piling cutoffs, and the description makes it sound like we do not need to include in our pricing but that it will be covered by this Force Account item, am I reading that correctly? Answer Yes The steel piling cutoffs will be paid in accordance with Section 502 of the Specifications Question 6 Geotextile (Separator) Class 1 does not appear to be called out on the plan Is the Geotextile (Separator) Class 1 to be placed at the base of the muck (unsuitable material) excavation? Also, is it the Geotextile (Separator) Class 1 its own pay item? Answer Yes on both accounts Question 7 When completing the CDOT forms, what is the project name, project number, project code, and region'? Answer Project Name is EM-BR53-58A — WCR 53 Bridge Replacement Project Project Number is ER-CO30-067 Project Code is 20480 Region is 4 Question 8 Revision to Section 104, 2nd paragraph (page 122) lists possible unknown conditions to the Contractor, and possibly even the Owner, which however will not constitute a Change of Conditions and possible Change Order Could the Owner reconsider their position regarding this specification and consider that these Items be covered under a Force Account, which would equally fair to both parties? Answer No, this paragraph is a standard condition that is incorporated into the County's construction specifications The County has already accounted for some of the items in the list by providing a bid item to cover some of the risk Question 9 Revision to Section 105, subsection 105 03 (page 126) indicates a multiplier of 4 0 for certain Items, where -as CDOT has a multiplier of 0 60 Could this specification be reconsidered? BID NO 18000072 Page 754 of 828 Answer No, this paragraph is a standard condition that is incorporated into the County's construction specifications Since asphalt cement is not being paid for separately, the hydrated lime gradation will follow the Multiplier for HMA Price Reductions The Revision to Section 105 has been modified to provide clarification and is attached to this addendum Question 10 Revision to Section 202, fifth paragraph (page 147) seems to indicate that a qualified tree surgeon is required to remove trees This is not typical for removals, usually just trimming Could this specification be clarified'? Answer A qualified tree surgeon is required only if there are trees that need to be trimmed Weld County is unaware of any tree trimming that needs to happen at this time Question 11 Revision of Section 506 (page 199) indicates that the geotextiles under the nprap is incidental to that item However, the Bid Schedule list Bid Items for this geotextile material Could you please clarify which is correct'? Answer The geotextile under the nprap has been quantified and will be paid separately The Revision to Section 505 has been modified to provide clarification and is attached to this addendum Question 12 Revision of Section 620, sixth paragraph (page 204) indicates that 5% will be deducted from the Office Trailer Bid Item for each day that it is not set-up If the Bid Item is bid at an extremely low value will this be considered unbalancing per the Standard Specifications'? Answer Yes, if a Contractor provided an extremely low bid value for this item, it will be considered unbalancing Question 13 Addendum # 1, Answer to Question 20, indicates that Roadway Approaches are incidental to the Bridge Removal Does this include existing pavement removal and existing embankment'? Answer Sheet 22 of the plan set shows the portions of the roadway and the bridge that are to be removed Sheet 87 of the plan set shows the extents of the new grading once the existing bridge abutments and embankments are removed The bridge removal extents are approximately station 118+60 to station 126+80 Question 14 Subsection 601 01 of the Revision of Section 601 states rebar and rebar placement is incidental to the 601 bid items however there are bid items for the reinforcing Can the county clarify whether the rebar is incidental to the Class D Bridge and Class D Wall'? Answer The steel shown in bid item 602-0000 "Reinforcing Steel" is the steel required for the box culvert The reinforcing steel needed for the structural concrete is inclusive to bid item 601 Question 15 Is structure excavation and structure backfill incidental to the concrete box culvert'? Answer Yes Question 16 Can the county clarify Project Special Provision 206 It seems to state that items are incidental to the project however there are pay items for those incidental items Answer ' The bid tab items for 206 are for the new bridge where these items were quantified For pipes and other structures, the items are considered incidental to the work This addendum includes a revision to Section 206 The shoring special revision is intended to revise the description, materials, construction requirements, and method of measurement and payment The shoring section applies to the approximate cofferdam locations shown on plan sheets 45, 46, 81, and the CBC shown on sheet 118 Areas the Contractor feels require shoring in addition to the locations shown on the plans are considered incidental to the work BID NO 18000072 Page 755 of 828 Question 17 Does the county have a location they would like to see the job trailer set up? Answer No, the County does not have a pre -determined location for the job trailer It is expected that the job trailer will be located along CR 53 or CR 388 and will be close to the project area but the final location is the responsibility of the Contractor with approval coming from the County Question 18 Is 3 inches of asphalt for the detour adequate for the amount of truck traffic on the project? Answer 3 inches is the minimum thickness for detour pavement Please refer to the Revision of Section 621 and note that 621 04 requires the Contractor to maintain the detour pavement for the entire period that it is required to the satisfaction of the Engineer Question 19 Is temporary striping and striping removal incidental to the project or will bid items be added for these items? Answer Yes, these items are incidental to the project and the costs shall be included in the Traffic Control Management item Question 20. Plan sheet 94 shows how the embankment protector and grouted nprap are paid Is it correct that the grouted nprap going to the embankment protector is included in the cost of the embankment protector or will that be paid by the cubic yard? Answer The grouted nprap shown extending down the slope from the end of the concrete slope paving to the toe of slope is included in the Embankment Protector (Special) The grouted nprap channel that is at the toe of slope and runs roughly parallel to the roadway will be paid for separately by the cubic yard Question 21 The answer to question 14 also states that the county will determine what is a reasonable depth to pay for the sheet piling Can the county help define what is reasonable? At a minimum can the county state that the reasonable depth is bottom of pier footing or 5 to 10 feet below bottom of pier footing, etc Answer The answer to Addendum 1, question 14 is being revised The County will pay for the square footage exposed on the sheet piling facing up to the 10 -year flood elevation The quantities shown in the bid tab have been revised to increase the square footage The quantity of sheet piling/coffer dam imbedded in the ground below the pier elevations is incidental to the work and will not be measured or paid for Question 22 At the pre -bid meeting the County stated there would be liquidated damages charged if the work for CPW was not completed at the start of the project and if the closure of WCR 53 exceeds 35 days Will liquidated damages be calculated off of the total project value or a reduced value? Answer Liquidated damages will be calculated off of the total project value Question 23 Plan sheet 5 general note 9 states that excavation for compaction of cuts and fills will be paid under roadway conditioning and compaction Can the county clarify this statement? Answer The sentence stating, "Excavation required for compaction of bases of cut and fills will be paid for separately under Roadway Reconditioning and Compaction " shall be deleted Reconditioning and compaction shall be incidental to the work and shall not be measured separately BID NO 18000072 Page 756 of 828 Question 24 Plan sheet 5 general note 25 states that cleaning of culverts is incidental to clearing and grubbing Is this defined as the new pipes and culverts installed or all in the project limits? Answer All pipes and culverts within the project limits (existing and proposed) shall be fully functional prior to final acceptance Specifically, see page 91 of the plan set The Plumb Ditch culvert that is being extended is called out to be cleaned and the sediment removed from the ditch and culvert to the ROW line Question 25 Project Special Provision 202 discusses Removal of Asphalt Mat (Planing) and at the end of the specification it discusses Removal of Bridge payment inclusions Can the county clarify whether this specification should not be included in the specifications since there is not any planing on the project? Answer Section 202 as it pertains to the Removal of Asphalt Mat (Planing) will not be removed from the bid specifications because there is a bid item for the removal of asphalt However, the first paragraph after the pay item table referring to the removal of the bridge shall be deleted as it is repeated in the portion of the specification that applies to the Removal of Bridge Question 26 Does the county know if there is any lead based paint contained on the existing bridge'? Answer The presence of lead paint is unknown at this point The Contractor shall verify Prepared By Clay Kimmi, P E Senior Engineer BID NO 18000072 Page 757 of 828 C REVISION TO SECTION 105 1 REVISION OF SECTION 105 CONTROL OF WORK Section 105 of the Standard Specifications is hereby revised for the project as follows Subsection 105 01 the provisions regarding Authority of the Engineer shall include the following Weld County has the authority by written order to suspend the Work wholly or in part for the reasons delineated in the Contract Documents All employees shall have the skill and experience and any licenses or certifications required to perform the Work assigned to them If the County determines in its sole discretion that any Person employed by the Contractor or by any Subcontractor is not performing the Work properly and skillfully, then, at the written request of the County, the Contractor or such Subcontractor shall remove such Person and such Person shall not be re-employed on the Project without the prior written approval of the County If the Contractor or the Subcontractor fails to remove such Person(s) or fails to furnish skilled and experienced personnel for the proper performance of the Work, then the County may, in its sole discretion, suspend the affected portion of the Work by delivery of written notice of such suspension to the Contractor Such suspension shall in no way relieve the Contractor of any obligation contained in the Contract Documents or entitle the Contractor to a Change Order Weld County in its sole discretion may require the Contractor to replace project management staff (Project Manager, Superintendent, Project Engineer, etc ) for any reason This will also apply to all of the Contractor's subcontractors At the written request of the County, the Contractor or such Subcontractor shall remove such Person and such Person shall not be re- employed on the Project without the prior written approval of the County If the Contractor or the Subcontractor fails to remove such Person(s), then the County may, in its sole discretion, suspend the affected portion of the Work by delivery of written notice of such suspension to the Contractor Such suspension shall in no way relieve the Contractor of any obligation contained in the Contract Documents or entitle the Contractor to a Change Order Subsection 105 02 the provisions regarding Plans, Shop Drawings, Working Drawings, other Submittals and Construction Drawings shall include the following Provisions regarding plans, shop drawings, working drawings and construction documents are set forth in the Contract Documents Subsection 105 03 the provisions regarding Conformity to the Contract, paragraph 4 shall be deleted and replaced with the following When the Engineer finds that the materials furnished, the work performed, or the finished product does not conform with the Contract but that reasonably acceptable work has been produced, the Engineer will determine the extents of the work that will be accepted and allowed to remain in place If accepted, the Engineer will (1) document the basis for acceptance by Contract Modification Order which will provide for an appropriate reduction in the Contract price BID NO 18000072 Page 758 of 828 2 ' REVISION OF SECTION 105 CONTROL OF WORK for such work or materials not otherwise provided for in this subsection or (2) notify the Contractor in writing that the Contract unit price will be reduced in accordance with this subsection when P is greater than 3, or in lieu of a price reduction, permit correction or replacement of the finished product provided the correction or replacement does not adversely affect the work Subsection 105 03 the provisions regarding Conformity to the Contract, paragraph 5 shall be deleted and replaced with the following When the Engineer or Weld County finds the Materials furnished, Work performed, or the finished product are not in conformity with the Contract Documents, and Weld County determines, in its sole discretion, that it has resulted in an inferior or unsatisfactory product, the Work or Materials shall be removed and replaced or otherwise corrected by and at the expense of the Contractor Subsection 105 03 the provisions regarding Conformity to the Contract, paragraph 7 shall be deleted and replaced with the following Materials will be sampled and tested by the Contractor in accordance with the sampling and testing schedules and procedures contained in the Contract Documents The quantity represented by,five consecutive random samples will constitute a lot whenever production schedules and Material continuity permit The Engineer may establish a lot consisting of the quantity represented by any number of consecutive random samples from one to seven inclusive when it is necessary to represent short production runs, significant Material changes, or other unusual characteristics of the Work Tests that are determined to have sampling or testing errors will not be used The Contractor will not have the option of accepting a price reduction in lieu of producing Material that complies with the Contract Documents Continued production of nonconforming Material will not be permitted Material, which is obviously defective, may be isolated and rejected by Weld County without regard to sampling sequence or location within a lot Rejected material shall be removed at the Contractor's expense Subsection 105 03 the two paragraphs and the Multiplier for Price Reductions for Miscellaneous Items table following the TABLE OF PRICE REDUCTION FACTORS and ,starting with "If P is less . " shall be deleted and replaced with the following If P is less than 3, or a negative quantity, the material will be accepted as being in conformity In cases where one or more elements show a positive P value, such positive values will be added and the resulting sum will be used to determine the total P value If P is greater than 3, the Engineer may in their sole discretion (1) require complete removal and replacement with specification material at no additional cost to the Department, (2) require corrective action to bring the material into conformity at no additional cost to the Department, or (3) where the finished product is found to be capable of performing the intended purpose and the value of the finished product is not affected, permit the Contractor to leave the material in place with an appropriate price reduction to be based on engineering evaluation but not to be less than that which have occurred had a reduction been made where P=3 BID NO 18000072 Page 759 of 828 3 REVISION OF SECTION 105 CONTROL OF WORK If the P for aggregate gradation for items 206, 304, or the gradation of hydrated lime for item 403 is 3 or greater the reduction will apply to the contract price multiplied by the Multipliers (M) listed in the following table Multiplier for Price Reduction for Miscellaneous Items Item Description Element Multiplier (M) ip206-1,.�<? ; (Structural Backfill s,," ,Gradation"" ,x 4 0' 304 Aggregate Base Course Gradation 4 0 � rJ,�;,� �� 1r Hot°MIXzAsphalt wt VT -= � ^ ,�-� �, - ,=A �tGradation� Hydrated,Lime - � ' k� Y _ _�.� �, , e � ,� x_ Subsection 105 07(b)(3) shall be revised as follows Delete the last sentence of the tenth paragraph and replace with the following "Within 24 hours after each profile is collected, the Contractor shall submit the data electronically to the Project Engineer and Project Inspector " Subsection 105 08(a)(3) shall be revised as follows Delete the third sentence and replace with the following "The Contractor shall submit the data electronically to the Project Engineer and Project Inspector " Subsection 105 09 shall be revised as follows Delete subsections 105 09 (and replace with the following These specifications, the supplemental specifications, the plans, special provisions, and all supplementary documents are essential parts of the Contract, and a requirement occurring in one is as binding as though occurring in all They are intended to be complementary and to describe and provide for a complete work In the event of a discrepancy, the order of precedence is as follows (a) Contract Documents including Exhibits, Addenda, and Appendices (b) Special Provisions I Weld County Project Special Provisions II Weld County Standard Special Provisions iii CDOT Project Special Provisions Iv CDOT Standard Special Provisions (c) CDOT Standard Specifications (d) Plans Detailed Plans II Standard Plans BID NO 18000072 Page 760 of 828 4 REVISION OF SECTION 105 CONTROL OF WORK iii Calculated dimensions will govern over scaled dimensions Notwithstanding the foregoing, in the event of conflicting requirements involving any requirement within the Contract Documents, the County shall have the right to determine, in its sole discretion, which requirement(s) apply The Contractor shall request the County's determination respecting the order of precedence among conflicting provisions promptly upon becoming aware of any such conflict The Contractor shall not take advantage of any apparent error or omission in the Contract Should it appear that the work to be done or any matter relative thereto is not sufficiently detailed or explained in the Contract Documents, the Contractor shall immediately notify the Project Manager in writing for further written explanations as may be necessary and shall conform to the explanation provided The Contractor shall promptly notify the Project Manager of all error which it may discover in the Contract Documents, and shall obtain specific instructions in writing regarding any such error before proceeding with the work affected thereby The Project Manager will make corrections and interpretations as necessary to fulfill the intent of the Contract The fact that the Contract Documents omit or mis-describe any details of any work which is necessary to carry out the intent of the Contract Documents, that are customarily performed under similar circumstances, shall not relieve the Contractor from performing such omitted work or mis- described details of the work, and they shall be performed as if fully and correctly set forth and described in the Contract Documents, without entitlement to a change order except as specifically allowed Subsection 105 22 shall be revised as follows The Colorado Department of Transportation (CDOT) will not participate in the resolution process for any claims filed by the Contractor Weld County will be the responsible party to such claims Subsection 105 24 is amended as follows Delete all references to CDOT and replace with Weld County Delete The venue for all unresolved disputes with an aggregate value $15,000 or less shall be the County Court for the City and County of Denver Replace with The venue for all unresolved disputes with an aggregate value $25,000 or less shall be the County Court for Weld County Subsection 105 24(c) is amended as follows Delete Division of Audit, 4201 E Arkansas Ave, Denver, Co 80222 Replace with Weld County Board of Commissioners, 1150 O Street, Greeley, Co 80632 Subsection 105 24(f) is amended as follows ) ) 7 BID NO 18000072 Page 761 of 828 5 REVISION OF SECTION 105 CONTROL OF WORK In the third paragraph delete "the City and County of Denver" Replace with "Weld County" In the fourth paragraph delete "Denver District Court' Replace with "Weld County District Court" END OF SECTION BID NO 18000072 Page 762 of 828 D REVISION OF SECTION 206 1 REVISION OF SECTION 206 EXCAVATION AND BACKFILL FOR STRUCTURES Section 206 of the Standard Specifications is hereby revised for this project as follows Section 206 01 shall include the following Structure excavation, structure backfill, filter material, coffer dam, and shoring required for all pipes, culverts, pipe culvert extensions, inlets, storm sewer pipes, manholes and other drainage structures, will not be paid for separately but shall be included in the work Compaction, water, pumping, bailing, draining, de -watering, sheeting, bracing and all other work necessary to complete the above items will not be measured and paid for separately, but shall be included in the work Structure excavation, structure backfill, filter material and bedding material required for the bridge will be paid for separately Delete Subsection 206 02(a)(2) and replace with the following Flow fill shall be a self -leveling concrete material with the following specifications 1 Compressive strength F'C = 1,000 psi at 28 days when tested in accordance with ASTM D4832 2 Weight of a minimum of 329 pounds ASTM 150 Type I -II 3 Course aggregates when tested in accordance with ASTM-33 shall be a minimum of 1,000 pounds 4 Fine Aggregate when tested in accordance with ASTM-33 shall be a minimum of 2,000 pounds 5 Air Entraining Agent (Sika Air) shall be a minimum of 1 0 ounces per cubic yard when measured in accordance with ASTM C260 6 Water shall be a minimum of 150 gallons 7 Flash fill shall not be used in lieu of Flow Fill unless approved by the Engineer Subsection 206.08 shall include the following Excavate and replace within same working day the structural excavation and structural backfill that is located below retaining walls Subsection 206 09 shall include the following Excavations shall not be left open for extended periods of time Excavations left open overnight shall be surrounded by orange construction safety fence END OF SECTION BID NO 18000072 Page 763 of 828 E REVISION TO SECTION 210 1 REVISION OF SECTION 210 RESET STRUCTURES Section 210 of the Standard Specifications is hereby revised for this project as follows Subsection 210 shall include the following This pay item will include for the resetting of the existing mailbox structure due to the configuration _of the new roadway If the existing mailbox is not breakaway, as determined by the ENGINEER, the Contractor shall install a replacement mailbox suitable to be approved by the Post Master and Weld County If the existing mailbox has been deteriorated and is no longer serviceable then a new mailbox suitable to approval of the US Post Master and Weld County shall be installed No separate payment will be made This pay item will include for the resetting culvert end sections If the existing is damaged during removal, as determined by the ENGINEER, the Contractor shall provide a new end section at no additional cost to Weld County No separate payment will be made Payment will be made under Pay Item Reset Mailbox Structure Reset End Section Pal( Unit Each Each END OF SECTION BID NO 18000072 Page 764 of 828 F REVISION TO SECTION 506 1 REVISION OF SECTION 506 RIPRAP Section 506 of the Standard Specifications is hereby revised for this project as follows Subsection 506 02 shall include the following The Contractor shall supply Riprap d5o per Table 506-2 Prior to delivering this material to the jobsite, the Contractor shall supply laboratory testing data from the supplier, for approval by the Project Inspector Subsection 506 03 shall include the following Geotextile (Separator)(Drainage)(Special) shall meet the material requirements of Subsection 712 08 Geotextiles and table 712-2b END OF SECTION BID NO 18000072 Page 765 of 828' G. REVISED BID SCHEDULE ITEM NO. BID SCHEDULE ITEM DESCRIPTION UNIT BID QUANTITY UNIT (DOLLARS) PRICE TOTAL (DOLLARS) PRICE 201-00001 CLEARING AND GRUBBING AC 9.0 202-00010 REMOVAL OF TREE EA 83 202-00020 REMOVAL OF CONCRETE BOX CULVERT EA 1 202-00027 REMOVAL OF RIPRAP SY 535 202-00035 REMOVAL OF PIPE LF 183 202-00037 REMOVAL OF END SECTION EA 3 202-00150 REMOVAL OF WALL EA 2 202-00220 REMOVAL OF ASPHALT MAT SY 9.834 202-00400 REMOVAL OF BRIDGE EA 1 202-00810 REMOVAL OF GROUND SIGN EA 16 202-01000 REMOVAL OF FENCE LF 2,061 202-01035 REMOVAL OF GATE EA 6 202-01130 REMOVAL OF GUARDRAIL (TYPE 3) LF 367 202-01400 REMOVAL OF CATTLEGUARD (32 FT) EA 1 203-00000 UNCLASSIFIED EXCAVATION CY 3,500 203-00100 UNSUITABLE (CONTINGENCY) MATERIAL (MUCK EXCAVATION) CY 7,000 203-01100 PROOF ROLLING HR 40 203-01500 BLADING HR 40 203-01510 BACKHOE HR 40 203-01550 DOZING HR 40 203-01594 COMBINATION LOADER HR 40 203-02330 LABORER HR 40 203-00060 EMBANKMENT MATERIAL (COMPLETE IN PLACE) CY 32,180 203-01597 POTHOLING HR 32 206-00000 STRUCTURE EXCAVATION CY 1.270 206-00065 STRUCTURE BACKFILL (FLOW FILL) CY 449 206-00200 STRUCTURE BACKFILL (CLASS 2) CY 631 206-00510 FILTER MATERIAL (CLASS A) CY 857 206-01500 COFFERDAM SF _ 8,659 206-01781 SHORING (AREA 1) LS 1 207-00205 TOPSOIL CY 4,246 207-00210 STOCKPILE TOPSOIL CY 4,586 BID NO 18000072 Page 766 of 828 ITEM NO BID SCHEDULE ITEM DESCRIPTION i UNIT BID QUANTITY UNIT PRICE (DOLLARS) TOTAL PRICE (DOLLARS) 208-00002 EROSION LOG TYPE 1 (12 INCH) (10 FOOT LONG) LF 5,220 208-00041 ROCK CHECK DAM EA 12 208-00045 CONCRETE WASHOUT STRUCTURE EA 3 208-00052 STORM DRAIN INLET PROTECTION (TYPE II) EA 20 208-00070 VEHICLE TRACKING PAD EA 6 208-00103 REMOVAL AND DISPOSAL OF SEDIMENT (LABOR) HR 100 208-00105 REMOVAL AND DISPOSAL OF SEDIMENT (EQUIPMENT) HR 100 208-00106 SWEEPING (SEDIMENT REMOVAL) HR 100 208-00107 REMOVAL OF TRASH HR 100 208-00207 EROSION CONTROL MANAGEMENT (ECM) DAY 260 210-00010 RESET MAILBOX STRUCTURE EA 1 210-00015 RESET END SECTION EA 1 212-00006 SEEDING (NATIVE) AC 8 0 212-00009 SEEDING (TEMPORARY) AC 4 0 212-00032 SOIL CONDITIONING AC 8 0 213-00002 MULCHING (WEED FREE HAY) AC 8 0 214-00215 DECIDUOUS TREE (1 5 -INCH CALIPER) (PLAINS COTTONWOOD) - CVSWA PROPERTY EA 25 214-00215 DECIDUOUS TREE (1 5 -INCH CALIPER) (GREEN ASH) - CVSWA PROPERTY EA 1 214-00215 DECIDUOUS TREE (1 5 -INCH CALIPER) (PEACHLEAF WILLOW) - CVSWA PROPERTY EA 28 214-00215 DECIDUOUS TREE (1 5 -INCH CALIPER) (BOXELDER) - CVSWA PROPERTY EA 1 214-00215 DECIDUOUS TREE (1 5 -INCH CALIPER) (AMERICAN ELM) - CVSWA PROPERTY EA 2 214-00260 DECIDUOUS TREE (6 FOOT) - ALACON PROPERTY EA 11 214-00301 DECIDUOUS SHRUB (60c1) (SAND BAR WILLOW) - CVWSA PROPERTY EA 525 216-00201 SOIL RETENTION BLANKET(STRAW/COCONUT) (BIODEGRADABLE CLASS 1) SY 492 BID NO 18000072 Page 767 of 828 ITEM NO. BID SCHEDULE ITEM DESCRIPTION UNIT BID UNIT (DOLLARS) PRICE TOTAL (DOLLARS) PRICE QUANTITY 240-00001 WILDLIFE BIOLOGIST HR 250 240-00010 REMOVAL OF NESTS HR 175 240-00020 SY 1500 NETTING 304-06000 AGGREGATE BASE COURSE (CLASS 6) TON 12,950 403-33721 HOT MIX ASPHALT (GRADING S) (100) (PG 64-22) TON 2,800 403-34751 HOT 28) MIX ASPHALT (GRADING SX) (100) (PG 64- TON 1,606 420-00115 GEOTEXTILE (DRAINAGE)(SPECIAL) SEPARATOR SY 3.855 420-00132 GEOTEXTILE (SEPARATOR) (CLASS 1) _ SY 8,700 502-00460 PILE TIP EA 62 502-14102 STEEL PILING (HP 14X102) LF 6,125 506-00212 RIPRAP (12 INCH) CY 141 506-00218 RIPRAP (18 INCH) CY 2,493 506-00224 RIPRAP (24 INCH) CY 467 506-00212 SOIL RIPRAP (12 INCH) CY 122 506-00418 SOIL RIPRAP (18 INCH) CY 1056 507-00350 GROUTED RIPRAP SLOPE AND DITCH PAVING CY 121 512-00101 BEARING DEVICE (TYPE I) EA 6 513-00690 BRIDGE DRAIN (SPECIAL) EA 22 515-00120 WATERPROOF MEMBRANE SY 2,306 518-01004 BRIDGE EXPANSION DEVICE (0-4 INCH) LF 108 601-01050 CONCRETE CLASS B (WALL) CY 267 601-03040 CONCRETE CLASS D (BRIDGE) CY 1,596 601-40300 STRUCTURAL CONCRETE COATING SY 3,280 602-00000 REINFORCING STEEL LB 39,850 602-00020 REINFORCING STEEL (EPDXY COATED) LB 393.487 603-01185 18 (COMPLETE INCH REINFORCED -IN -PLACE) CONCRETE PIPE LF 32 603-01305 30 INCH (COMPLETE REINFORCED -IN -PLACE) CONCRETE PIPE LF 104 603-01485 48 INCH (COMPLETE REINFORCED -IN -PLACE) CONCRETE PIPE LF 160 603-05018 18 INCH REINFORCED CONCRETE END EA 2 BID NO 18000072 Page 768 of 828 ITEM NO BID SCHEDULE ITEM DESCRIPTION UNIT BID QUANTITY UNIT PRICE (DOLLARS) TOTAL PRICE (DOLLARS) SECTION 603-05030 30 INCH REINFORCED CONCRETE END SECTION EA 4 603-05048 48 INCH REINFORCED CONCRETE END SECTION EA 3 606-00302 MIDWEST GUARDRAIL SYSTEM (MGS) TYPE 3 W -BEAM 31 INCHES LF 584 606-01370 TRANSITION TYPE 3G EA 4 606-02005 END ANCHORAGE (FLARED) EA 4 606-11030 BRIDGE RAIL TYPE 10M LF 1,499 607-01000 FENCE BARBED WIRE WITH METAL POSTS LF 2,467 607-11525 FENCE (PLASTIC) LF 509 607-60116 16 FOOT GATE EA 6 607-60316 16 FOOT GATE TWIN EA 1 609-40011 CURB, TYPE 4 (SECTION M) LF 152 611-00032 32 FOOT CATTLEGUARD EA 1 612-00001 DELINEATOR (TYPE I) EA 56 612-00003 DELINEATOR (TYPE III) EA 10 613-00200 2 INCH ELECTRICAL CONDUIT LF 2,998 614-00011 SIGN PANEL (CLASS I) SF 110 614-00218 STEEL SIGN POST (2 25x2 25 SQUARE POST) LF 141 614-01577 SIGN SUPPORT (2 25x2 25 SQUARE) (SLIPBASE) EA 18 615-00150 EMBANKMENT PROTECTOR (SPECIAL) EA 4 618-00184 PRESTRESSED CONCRETE I (BT84) LF 2,091 620-00001 FIELD OFFICE (CLASS 1) EA 1 620-00020 SANITARY FACILITY EA 1 621-00450 DETOUR PAVEMENT SY 8,675 625-00000 CONSTRUCTION SURVEYING LS 1 626-00000 MOBILIZATION LS 1 627-00005 EPDXY PAVEMENT MARKING GAL 178 627-30210 THERMOPLASTIC PAVEMENT MARKING (STOP LINE) SF 38 630-00012 TRAFFIC CONTROL MANAGEMENT LS 1 700-70390 WETLAND RESTORATION & REPLACEMENT AC 0 18 BID NO 18000072 Page 769 of 828 ITEM NO. BID SCHEDULE ITEM DESCRIPTION UNIT BID UNIT (DOLLARS) PRICE TOTAL (DOLLARS) PRICE QUANTITY 700-70010 F/A MINOR CONTRACT REVISIONS FA 1 $800.000.00 $800,000.00 700-70012 F/A ASPHALT PAVEMENT INCENTIVE FA 1 $32,000.00 $32,000.00 700-70016 F/A FUEL COST ADJUSTMENT FA 1 $6,000.00 $6,000.00 700-70018 F/A INCENTIVE ASPHALT PAVEMENT SMOOTHNESS F/A 1 $15,000 $15,000 700-70019 F/A ASPHALT CEMENT COST ADJUSTMENT F/A 1 $60,000.00 $60.000.00 700-70023 F/A ON-THE-JOB TRAINEE FA 1 $2,560.00 $2,560.00 700-70038 F/A DEWATERING FA 1 $150.000.00 $150.000.00 700-70315 F/A FENCE (TEMPORARY) FA 1 $20.800.00 $20.800.00 700-70380 F/A EROSION CONTROL FA 1 $30,000.00 $30,000.00 700-70427 F/A STEEL PILING FA 1 $10,000.00 $10,000.00 700-70429 F/A PILE CUTOFF FA 1 $10,000.00 $10,000.00 700-70592 F/A SURVEY MONUMENTATION FA 1 $1,500.00 $1.500.00 NOTE: INCLUDE ALL FORCE ACCOUNT ITEMS IN TOTAL BID AMOUNT. Total Bid (Dollars): Total Bid (Written Words): Amounts are to be shown in both words and figures. In case of discrepancy. the amount shown in words will govern. The above unit prices shall include all labor, materials. bailing. shoring. removal, overhead. profit, insurance. etc.. to cover the finished work of the several kinds called for. Bidder understands that the County reserves the right to reject any or all bids and to waive any informality in the bidding The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days after the scheduled closing time for receiving bids. Upon receipt of County's written acceptance of this bid. Bidder will execute the formal contract attached within ten (10) days and deliver a Surety Bond or Bonds as required by the AGREEMENT. The bid security attached is to become the property of the County in the event the contract and bond are not executed within the time above set forth, as liquidated damages for the delay and additional expense to the County caused thereby. Respectively submitted, By: (SEAL - If bid is by a corporation) Title: Address: BID NO 18000072 Page 770 of 828 EM-BR53-58A CR 53 BRIDGE REPLACEMENT PROJECT Bid Request No B1800072 Weld County, Colorado ADDENDUM NUMBER THREE The following shall be incorporated into the CONTRACT DOCUMENTS, for the above -referenced PROJECT A Clarification Regarding Splices and Extensions B Clarification to Question #14, Addendum #2 C Revision to Section 502 D Revision to Section 601 April 3, 2017 All other terms and conditions of the CONTRACT DOCUMENTS shall remain unchanged BIDDER must acknowledge receipt of this addendum in the space provided in the BID Failure to acknowledge receipt of an ADDENDUM may be cause for rejection of the BID A CLARIFICATION REGARDING SPLICES & EXTENSIONS A discrepancy between the bid specifications and the construction plan set has been identified by Weld County The discrepancy is related to the CDOT standard special provisions to Section 502 pertaining to splices and extensions The CDOT revision to Section 502 specifies that complete joint penetration (CJP) splices will be paid for separately Page 53, Note 13 of the construction plan set states CJP splices will not be paid for separately but shall be included in item 502 Weld County is hereby revising CDOT's standard special provision section 502 to state that splices are incidental to the work and will not be measured or paid for separately The Revision to CDOT's Standard Special Provision of Section 502 is included with this addendum B CLARIFICATION TO QUESTION #14 ON ADDENDUM #2 Question 14 on Addendum #2 requested information regarding how the reinforcing steel in the structural concrete was to be bid because the bid specifications state that the reinforcing steel is incidental to the structural concrete and the bid tabulation has pay items for reinforcing steel Bid item 602-0000 is the reinforcing steel for the box culvert Bid item 602-0020 is the reinforcing steel for the new bridge Since there are bid items for the structural concrete, Subsection 601 01 of the Weld County Revision of Section 601 does not apply and shall be deleted The Revision to Weld County's Revision of Section 601 is included with this addendum BID NO 18000072 Page 771 of 828 C WELD COUNTY REVISION OFSECTION 502 1 REVISION OF SECTION 502 EXTENSIONS AND SPLICES Section 502 of the Standard Specifications is hereby revised as follows Delete subsection 502 08 and replace with the following 502 08 Extensions and Splices There will not be a limit placed on the number of splices allowed for steel piles Commercial splices may be used if approved by the Engineer Full length piles shall be used unless otherwise approved All welded splices shall be made by using a prequalified joint design in accordance with AWS D1 1 The CJP design shall include beam copes (weld access holes) through the web of the pile at the junctures with the flanges Copes shall be made in accordance with AWS D1 1, Section 5 17 If backing is used it shall be in accordance with AWS D1 1, removal of the backing after welding is not required Personnel performing quality assurance (QA) and process control (PC) welding inspection shall be qualified as a certified welding inspector (CWI) in accordance with AWS D1 1, Chapter 6 All welded pile splices shall be made in accordance with a written Welding Procedure Specification (WPS), as submitted by the Contractor The WPS shall be reviewed, and approved by the Contractor's CWI, prior to welding any piling splices on the project The WPS shall list all essential variables of the process in accordance with AWS D1 1 The WPS shall be available for review during welding operations All welded splices shall be made with low hydrogen electrodes The Contractor shall adhere to the low hydrogen practice for electrodes in accordance with AWS D1 1 All cuts at splices shall be made normal to the longitudinal axis of the pile The cut-off portion may be driven to start the next pile or it may be welded to previously driven piles to provide the necessary extension length All welders shall be currently qualified in accordance with AWS O1 1 Welder qualifications shall be approved by the Contractor's CWI prior to the start of welding The Contractor shall provide an AWS Certified Welding Inspector (CWI) on the project site for PC The CWI shall inspect all production stages of the welded splice, including assembly of the splice joint, during welding, and after welding to ensure that workmanship and materials meet the requirements of the contract documents Prior to County acceptance, the CWI shall submit documentation that all material and workmanship is in accordance with the Contract The CWI shall keep a record of all findings, which shall be available to the Engineer at any time The first two CJP welded splices shall be ultrasonically tested (UT) for acceptance in accordance with Table 6 3 of AWS D1 1 If both of the UT tested CJP splices are determined to be acceptable, no further UT testing of CJP splices will be required If either of the first two UT tested CJP splices are not acceptable, UT testing of CJP splices shall continue until two consecutive tests are acceptable BID NO 18000072 Page 772 of 828 2 REVISION OF SECTION 502 EXTENSIONS AND SPLICES Personnel performing UT testing of CJP splices shall be qualified in accordance with the current edition of the American Society for Nondestructive Testing Practice No SNT-TC-1A Individuals who perform nondestructive testing shall be qualified for NDT Level II In subsection 502 12, delete the fifth paragraph and replace with the following Partial Joint Penetration (PJP) and CJP welded splices for piles are incidental to the work and will not be measured or paid for separately Subsection 502 13 shall include the following The Complete Joint Penetration (CPJ) Splice pay item shall be deleted from the Pay Item Table All splices, required ultrasonic testing, CWI services, and required documentation shall be incidental to the work and will not be paid for separately END OF SECTION BID NO 18000072 Page 773 of 828 EXHIBIT B BID PROPOSAL To Weld County Purchasing Department Attention Controller/Purchasing Director P O Box 758, 1150 "O" Street Greeley, Colorado 80632 Bid Proposal for EM-BR53-58A BRIDGE REPLACEMENT PROJECT PROPOSAL Pursuant to and in full compliance with all Contract Documents the undersigned Bidder hereby proposes to furnish all labor and materials and to perform all Work required for the complete and prompt execution of everything described or shown in or reasonably implied from the Bidding Documents, including the Drawings and Specifications, for the Work above indicated for the monies indicated below which includes all State, County and local taxes normally payable with respect to such Work The amounts stated include all allowances for profit and overhead, taxes, fees and permits, transportation, services, tools and equipment, labor and materials and other incidental costs The Bidder and all Sub -Bidders shall include in their bid all Sales and Use Tax if applicable State of Colorado and Weld County tax shall not be included Upon application, the State of Colorado Department of Revenue shall issue to a Bidder or Sub -Bidder a Certificate or Certificates of Exemption indicating that the purchase of construction or building materials is for a purpose stated in Section 39-26-114, CRS, and is free from Colorado State Sales Tax EXAMINATION OF DOCUMENTS AND SITE The Bidder has carefully examined the Bidding Documents, including the Drawings and Specifications, and has examined the site of the Work, so as to fully appraise himself of the conditions at the site and to gain a clear understanding of the Work to be executed and is thoroughly familiar with all local, state and federal laws, ordinances, rules, regulations and other factors affecting performance of the Work PROPOSAL GUARANTEE This Bid Proposal is accompanied by the required Bid Bond of five percent (5%) based upon the Total Cost of all items required to be Bid Weld County, Colorado is authorized to hold said Bid Bond for a period of not more than sixty (60) days after the opening of the Bids for the Work indicated, unless the undersigned Bidder is awarded the Contract within said period, in which event the Owner may retain said Bid Bond until the undersigned Bidder has executed the required Agreement and furnished the required Performance Bond, Labor & Materials Payment Bond, and Certificates of Insurance TIME OF COMPLETION The Bidder agrees to make his best effort to complete the entire Project as soon as possible and within the time specified in the Project Special Conditions after the issuance of the Notice to Proceed subject to the CDOT Standard Specifications for Road and Bridge Construction, Section 108 EXECUTION OF DOCUMENTS The Bidder understands that if this Bid Proposal is accepted, he must execute the required Agreement and furnish the required Performance Bond, Labor & Materials Payment Bond and Insurance Certificates within five (5) days from the date of Notice of Award METHOD OF AWARD The Owner reserves the right to reject any Bid from any Bidder to complete the Work as specified regardless of the amount of the Bid BID NO # 61800072 Page 16 BID NO 18000072 Page 774 of 828 It is understood by the Bidder, how Bids shall be awarded and that should the cost of the Bid exceed budgeted funds, the Owner reserves the right to reject any or all Bids or portions of Work Bid or the use of any of the methods stated in the Instructions to Bidders to obtain the most advantageous Bid price All bids will be reviewed by the Owner and Engineer For any discrepancy between words and figures, the words will control All mathematics will be checked and the correct total used for determining the low bidder GENERAL NOTE Buy America Certifications shall be provided prior to installation of any steel or iron products on this project BID NO # B1800072 Page 17 BID NO 18000072 Page 775 of 828 co O O 0 0 N 939 40 9LL abed G. REVISED BID SCH ITEM NO. QUANTITY BID UNIT (DOLLARS) PRICE TOTAL (DOLLARS) PRICE BID SCHEDULE ITEM DESCRIPTION UNIT 201-00001 CLEARING AND GRUBBING AC 9.0 a 5O0O t 202-00010 REMOVAL OF TREE EA 83 L1/4c-0 ta ce 37 0 202-00020 EA 1 co O0 REMOVAL OF CONCRETE BOX CULVERT 12-caoo Z;�oo 202-00027 REMOVAL OF RIPRAP SY `25-)� 535 it �S�� 202- 00035 REMOVAL OF PIPE LF � 183 i� 202-00037 REMOVAL OF END SECTION CTION EA �c 3 Ln sus 202-00150 REMOVAL OF WALL EA 2 too �4 �� 202-00220 REMOVAL �J AL OF ASPHALT MAT SY 9,834 ti x.--- Z Zx LB 202-00400 REMOVAL OF BRIDGE EA 4a5z 1 %0000 $o 202-00810 REMOVAL OF GROUND SIGN EA 16 stai IS4q 202-01000 REMOVAL OF FENCE LF 2,061 i la zy7s e• 202-01035 EA p"^ REMOVAL OF GATE 6 � I S 0.0co 202-01130 LF 367 5o REMOVAL OF GUARDRAIL (TYPE 3) 4 (tat! 202-01400 EA 1 Qe it? REMOVAL OF CATTLEGUARD (32 FT) ?50 tso 203-00000 CY =° UNCLASSIFIED EXCAVATION 3,500 is{5oo 203-00100 CY 7,000 or /$ /an Coo or UNSUITABLE MATERIAL (MUCK EXCAVATION) (CONTINGENCY) 203-01100 PROOF ROLLING 40 is0 ea 300 HR 203-01500 BLADING I N G 40 iQSr 4tQo O HR 203-01510 BACKHOE HR 40 203-01550 DOZING HR 40 t ts ost414.00 0.52203-01594 COMBINATION LOADER HR _ _a a 40 togM 272o 203-02330 LABORER HR 00 ° 40 203-00060 CY 32,180 el?— 3vn1 ,o EMBANKMENT MATERIAL (COMPLETE IN PLACE) 203-01597 POTHOLING HR 32 ___/? moo `29 �o� 206-00000 STRUCTURE EXCAVATION —. CY 0 1,270 /O 206-00065 STRUCTURE BACKFILL (FLOW FILL) CY 449 ,i9s �:m_ 206-00200 STRUCTURE BACKFILL (CLASS 2) CY 631 /0 0 e ( 3jo �� 206-00510 FILTER MATERIAL (CLASS A) CY 857 $3 o� 71131 206-01500 COFFERDAM SF _ 8,659 is r2 9 Kvs 206-01781 SHORING (AREA 1) LS 1 y3000 00 A+soo 207-00205 CY "� ro TOPSOIL 4,246 3 jyl 207-00210 I CY 4,586 a '� i► g, — STOCKPILE TOPSOIL M:\Weld County Flood 2013 Version 2\Site Specific Projects\Bridge Projects\53-58A1Phase 2 Work\Construction\Bid Documents\Final Bid DocumentsV\ddendum 2\EM-BR53-58A Addendum #2.doc co 0 0 CO 0 Ni 8Z8 Jo LLL abed ITEM NO. UNIT QUANTITY BID UNIT (DOLLARS) PRICE TOTAL PRICE BID SCHEDULE ITEM DESCRIPTION DOLLARS) 208-00002 EROSION LONG) LOG TYPE 1 (12 INCH) (10 FOOT LF 5,220 ea if 00 toflo 208-00041 ROCK CHECK DAM EA 12 35 0 ob 2.? 208-00045 CONCRETE WASHOUT STRUCTURE EA 3 ¶00 co -00 �00 208-00052 STORM DRAIN INLET PROTECTION (TYPE II) EA 20 ap 3 o - 4.1004 208-00070 VEHICLE TRACKING PAD EA 6 Z9 co 174t4 o 0 208-00103 REMOVAL AND DISPOSAL OF SEDIMENT HR 100 �' �� g" (LABOR) 34 208-00105 REMOVAL AND DISPOSAL OF SEDIMENT HR 100 (al .•10500 00 (EQUIPMENT) 208-00106 SWEEPING (SEDIMENT REMOVAL) HR 100 c- 0� r goon 208-00107 HR 100 3q. 4s 00 o? REMOVAL OF TRASH 208-00207 DAY 260 i L(s- Q' 377o EROSION CONTROL MANAGEMENT (ECM) 210-00010 RESET MAILBOX STRUCTURE EA 1 o WOO -3 op .,o 210-00015 EA 1 3,so e ‘a_..49 RESET END SECTION 212-00006 SEEDING (NATIVE) AC 8.0 "'9 sou49 '400 o 212-00009 SEEDING (TEMPORARY) • AC I 4.0 o 0 Soo t000 212-00032 SOIL CONDITIONING AC 8.0 = a' 3 5o taboo 213-00002 AC 8.0 Q.? 0* MULCHING (WEED FREE HAY) ISso Gsbo 214-00215 DECIDUOUS TREE (1.5 -INCH CALIPER) (PLAINS EA 25 00 og COTTONWOOD) - CVSWA PROPERTY 45 11250 214-00215 DECIDUOUS TREE (1.5 -INCH CALIPER) (GREEN EA 1 co 00 ASH) CVSWA PROPERTY Co4 45b — 214-00215 DECIDUOUS (PEACHLEAF TREE WILLOW) (1.5 -INCH CVSWA CALIPER) PROPERTY EA 28 0; 4 c OO t2- (OOO - 214-00215 DECIDUOUS TREE (1.5 -INCH CALIPER) EA 1 ac 0 (BOXELDER) -- CVSWA PROPERTY 45b `S-0 j214-00215 DECIDUOUS (AMERICAN ELM) TREE (1.5 CVSWA -INCH PROPERTY CALIPER) EA 2 0� p0 4 co 9 o° -- 214-00260 DECIDUOUS TREE (6 FOOT) — ALACON EA 11 00 as PROPERTY 480 Six° " 214-00301 DECIDUOUS SHRUB (60c1) (SAND BAR WILLOW) EA 525 00 00 — CVW SA PROPERTY i Z- t 300 216-00201 SOIL (BIODEGRADABLE RETENTION BLANKET(STRAVV/COCONUT) CLASS 1) SY 492 �% 0 y t9� $ M:\Weld County Flood 2013 Version 21Site Specific Projects\Bridge Projects153-58A1Phase 2 Work\Construction\Bid Documents\Final Bid Documents\Addendum 21EM-BR53-58A Addendum #2.doc Z2_000091- ON Ole 9Z8 JO 821 abed ITEM NO. BID SCHEDULE ITEM DESCRIPTION UNIT QUANTITY BID UNIT PRICE TOTAL PRICE (DOLLARS) (DOLLARS) _240-00001 WILDLIFE BIOLOGIST 250 � s oo Z37so HR 240-00010 REMOVAL OF NESTS HR 175 95 o0 it? �aS 240-00020 NETTING SY 1500 t se � d e 304-06000 AGGREGATE BASE COURSE (CLASS 6) TON °a: � �"t � L9 8So .12,950 403-33721 HOT TON 2,800 MIX ASPHALT (GRADING S) (100) (PG 64-22) Zo — �Q 403-34751 TON 1,606 disS �' HOT 28) MIX ASPHALT (GRADING SX) (100) (PG 64— t 3L'Sto 420-00115 GEOTEXTILE SEPARATOR SY 3,855 co (DRAINAGE)(SPECIAL) 4 t542oo 420-00132 GEOTEXTILE (SEPARATOR) (CLASS 1) SY 8,700 cob an 502-00460 PILE TIP EA 62 go Or �tl�a 502-14102 STEEL PILING (HP 14X102) LF 6,125 St s -r �5 �4 -� '��-- 506-00212 RIPRAP (12 INCH) CY 141 I05 iii45 471 506-00218 RIPRAP (18 INCH) CY 2,493 11511 a!l9os "e 506-00224 RIPRAP (24 INCH) CY 467 los se &{€f3 S Q-• 506-00212 SOIL RIPRAP (12 INCH) CY 122 qd '-� iogro � 506-00418 SOIL RIPRAP (18 INCH) CY 1056 cot ege GS47Z dDe 507-00350 GROUTED RIPRAP SLOPE AND DITCH PAVING CY 121 fro -- /no09 512-00101 BEARING DEVICE (TYPE I) EA 6 o� 3500 ubo0 513-00690 BRIDGE DRAIN (SPECIAL) EA 22 2-4500 par n UO o �o 515-00120 WATERPROOF MEMBRANE SY 2,306 /s t ' Mks" o 00 518-01004 BRIDGE EXPANSION DEVICE (0-4 INCH) LF 108 .-__. a Qo no Z.75`7 Coo 601-01050 CONCRETE CLASS B (WALL) CY 267 se = 0 Le $ Zio 601-03040 CONCRETE CLASS D (BRIDGE) CY 1,596 6° 00 fisi71500 sso 601-40300 STRUCTURAL CONCRETE COATING SY 3,280 c a znitelf. 602-00000 REINFORCING STEEL LB 39850 !g,Q ctsi ! 602-00020 REINFORCING STEEL (EPDXY COATED) LB 393,487 8� 1 p ' 603-01185 I 18 INCH REINFORCED CONCRETE PIPE LF 32 ce 0 �" (COMPLETE -IN -PLACE) 75 z.Moo 603-01305 30 INCH REINFORCED CONCRETE PIPE LF 104 0 0 �" (COMPLETE -IN -PLACE) q o 93(-0 603-01485 48 (COMPLETE INCH REINFORCED -IN -PLACE) CONCRETE PIPE LF 160 e /fro Q32 ZiffSoo EA 2 t! 603-05018 1 18 INCH REINFORCED CONCRETE END Rao° "Poo M:\Weld County Flood 2013 Version Mite Specific Projects\Bridge Projects153-58A1Phase 2 Work\Construction\Bid Documents\Final Bid Documents\Addendum 2lEM-BR53-58A Addendum #2.doc ZL00008 L. ON 018 8Z8 40 621 abed UNIT BID UNIT PRICE ITEM NO. BID SCHEDULE ITEM DESCRIPTION TOTAL (DOLLARS) PRICE QUANTITY (DOLLARS) SECTION 603-05030 30 INCH REINFORCED CONCRETE END EA 00 94 oo OO SECTION to4(00 603-05048 48 INCH REINFORCED CONCRETE END EA 3 o0 O \ t@roo �` SECTION 31 00 -- 606-00302 MIDWEST W -BEAM 31 GUARDRAIL INCHES SYSTEM (MGS) TYPE 3 LF 584 P° et, i(o93G 2.9 606-01370 TRANSITION TYPE 3G EA 4 VP o =os � a to O 0 ' 606-02005 END ANCHORAGE (FLARED) EA 4 0� 0 t booa ZSoo 606-11030 LF 1,499 /to 00 Z3 g t'l o 0, BRIDGE RAIL TYPE 10M 607-01000 FENCE BARBED WIRE WITH METAL POSTS LF 2,467 '°0 ?.'oi 607-11525 FENCE (PLASTIC) LF 509 i so 9/4 z° 607-60116 EA 6 Tao �" 4 too 00 16 FOOT GATE 607-60316 16 FOOT GATE TWIN EA Hot) gap 1 ; goo'Pa 609-40011 LF 152 23 = SLI 9 4 CURB, TYPE 4 (SECTION M) 611-00032 32 FOOT CATTLEGUARD EA 1 Z0000 °' z0000 04 612-00001 DELINEATOR (TYPE I) EA o� 33t.o 56 c,,o 612-00003 EA 10 �,s _p DELINEATOR (TYPE III) to5-Oo0 613-00200 2 INCH ELECTRICAL CONDUIT LF 2,998 c x'99 G Z' 614-00011 SIGN PANEL (CLASS I) SF 110 Z O. zy zee, 614-00218 STEEL SIGN POST (2.25x2.25 SQUARE POST) LF 141 I& �" 2Se es 614-01577 SIGN SUPPORT (2.25x2.25 SQUARE) (SLIPBASE) EA 18 � sot ea Lz 615-00150 EA 4 Sib 0-' ztzoo'� EMBANKMENT PROTECTOR (SPECIAL) 618-00184 LF 2,091 Qs PRESTRESSED CONCRETE I (BT84) s-54-ets s 620-00001 EA FIELD OFFICE CLASS 1) 1 Z.4 000 atitboo 620-00020 SANITARY FACILITY EA 1 3soo a a5� °s? 621-00450 DETOUR PAVEMENT SY 8,675 -,•4 " alicgSo 625-00000 CONSTRUCTION SURVEYING LS O 0 1 ?Z Moot) oot) 626-00000 MOBILIZATION LS 1 sgs000 s2 4)-- 5ts coo 627-00005 EPDXY PAVEMENT MARKING GAL 178 9s 41ew Ob l� �� o 627-30210 THERMOPLASTIC PAVEMENT MARKING (STOP SF 38 0.6 00 LINE) /7 Y6 630-00012 °s A(05coo TRAFFIC CONTROL MANAGEMENT LS 1s000 700-70390 0.18 o-" WETLAND RESTORATION & REPLACEMENT AC at s 000 Tao 11/1:\Weld County Flood 2013 Version 21Site Specific Projects\Bridge Projects\53-58A\Phase 2 Work\Construction\Bid Documents\Final Bic Documents\Addendum 2\EM-BR53-58A Addendum #2.doc ZL00008 L ON 018 838 40 08L abed ITEM NO. BID SCHEDULE ITEM DESCRIPTION UNIT QUANTITY BID UNIT (DOLLARS) PRICE TOTAL (DOLLARS) PRICE 700-70010 F/A MINOR CONTRACT REVISIONS FA 1 $800,000.00 8 $ oo,000.00 700-70012 F/A ASPHALT PAVEMENT INCENTIVE FA 1 $32,000.00 $32,000.00 FA 1 $6,000.00 $6.000.00 700-70016 F/A FUEL COST ADJUSTMENT 700-70018 F/A INCENTIVE ASPHALT PAVEMENT SMOOTHNESS F/A 1 $15,000 $15,000 700-70019 F/A ASPHALT CEMENT COST ADJUSTMENT F/A 1 $60,000.00 $60,000.00 700-70023 l F/A ON-THE-JOB TRAINEE FA 1 $2,560.00 $2.560.00 700-70038 F/A DEWATERING FA 1 $150,000.00 $150,000.00 700-70315 F/A FENCE (TEMPORARY) FA 1 $20,800.00 $20800.00 700-70380 F/A EROSION CONTROL FA 1 $30,000.00 $30,000.00 700-70427 F/A STEEL PILING FA 1 $10,000.00 $10,000.00 700-70429 F/A PILE CUTOFF FA 1 $10,000.00 $10,000.00 700-70592 1 F/A SURVEY MONUMENTATION FA 1 $1,500.00 $1,500.00 NOTE: INCLUDE ALL FORCE ACCOUNT ITEMS IN TOTAL BID AMOUNT. -7gf6 Total Bid (Dollars): g(01, sr Total Bid (Written Words): --------- eet n maim /� t L J/ / �J' l[,// / /,. / �///_ t/- V�'r� I //L! /( , d �i / l�l�! Ill /��/1Ll �it� R /lLii �1�:/.� A� /Y ��i i'I }' � i.�"171�s.' i A //f.� L ILA _ / / /, _ a _ Amounts are to be shown in both wo d tnd ures. In case of discrepancy, the amount shown in words will govern. The above unit prices shall include all labor, materials, bailing, shoring, removal, overhead, profit, insurance, etc., to cover the finished work of the several kinds called for. Bidder understands that the County reserves the right to reject any or all bids and to waive any informality in the bidding. The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days after the scheduled closing time for receiving bids. Upon receipt of County's written acceptance of this bid, Bidder will execute the formal contract attached within ten (10) days and deliver a Surety Bond or Bonds as required by the AGREEMENT. The bid security attached is to become the property of the County in the event the contract and bond are not executed within the time above set forth, as liquidated damages for the delay and additional expense to the County caused thereby. Resec yely submitt B ; �--- Peter J Sewczak, Zak Dirt, Inc., a Colorado corp. Title: President (SEAL - If bid is by a corporation) Page 16 of 77 Address: 14290 Hilltop Road Longmont, CO 80504 ACCEPTANCE OF FUEL COST ADJUSTMENTS Bidders have the option to accept Fuel Cost Adjustments in accordance with the Revision of Section 109 — Fuel Cost Adjustment To accept this standard special provision, the bidder must fill in an "X" next to the "YES" below No Fuel Cost Adjustment will be made die to fuel cost changes for bidders who answer "NO" If neither line is marked, the Department will assume the bidder resects Fuel Cost Adjustments for this project After the bids are submitted, bidders will not be given any other opportunity to accept or reject the adjustment )< _YES, I choose to accept Fuel Cost Adjustments for this project NO, I choose NOT to accept Fuel Cost Adjustments for this project NOTE The following are items of work to be completed by Weld County- Mafenals Quality Acceptance Testing Construction Inspection RECEIPT OF ADDENDA The undersigned acknowledges receipt of the following Addenda to the Invitation for Bids, Drawings, Specifications and other Contract Documents Addendum No - _ �--3/28/2018 - Date: -- --- By Pa Addendum No 2 Date. a/2i2o1a- - By 625 — — Addendum No 3 Date 4/3/2018 By �S Bidder agrees to perform all Work described in the Contract Documents for the unit prices as shown in the Bid Schedule Payment will be based on the Lump Sum price or the actual quantities furnished, installed or constructed The undersigned, by his or her signature, hereby acknowledges and represents that 1 The bid proposed herein meets all the conditions, specifications and special provisions set forth in the request for proposal for Request No #B1800072 2 The quotations set forth herein are exclusive of any federal excise taxes and all other state and local taxes 3 He or she is authorized to bind the below -named bidder for the amount shown on the accompanying proposal sheets 4 The signed bid submitted, all the documents of the Request for Proposal contained herein (including, but not limited to, product specifications and scope of services), and the formal acceptance of the bid by Weld County, together constitutes a contract, with the contract date being the date of formal acceptance of the bid by Weld County 5 Weld County reserves the right to reject any and all bids, to waive any informality in the bids, and to accept the bid that, in the opinion of the Board of County Commissioners, is to the best interests of Weld County The bid(s) may be awarded to more than one vendor FIRM Zak Dirt, Inc a Colorado corporation BUSINESS ADDRESS 14290 Hilltop Road BY Peter J Sewczak, President CITY, STATE, ZIP CODE Longmont, CO 80504 TELEPHONE SIGNATUI'E _ E-MAIL pjsewczak@zakdirt corn WELD COUNTY IS EXEMPT FROM COLORADO SALES TAXES THE CERTIFICATE OF EXEMPTION NUMBER IS #98-03551-0000 YOU DO NOT NEED TO SEND BACK PAGES 1 —17 970-535-4657 Fps( 970-535-4561 (Please print) DATE 4/6/2018 TAX ID # 84-0713877 BID NO # B1800072 Page 23 BID NO 18000072 Page 781 of 828 BID BOND PROJECT: EM-BR53-58A BRIDGE REPLACEMENT PROJECT KNOW ALL MEN BY THESE PRESENTS, that Zak Dirt, Inc., a CO Corporation as Principal, and Berkley Insurance Company, a DE Corporation as Surety, are hereby held and firmly bound unto Weld County, Colorado (hereinafter called the "Owner") in the penal sum of Five Percent of the Total Amount Bid Dollars ($ --- 5% --- ), lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly to these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that whereas the Principal has submitted the accompanying Bid dated April 6 , 2018 for the EM-BR53-58A BRIDGE REPLACEMENT PROJECT as set out in the accompanying Bid. WHEREAS, the Owner has required as a condition for receiving said Bid that the principal deposit with the Owner either a certified check equivalent to not less than five percent (5%) of the amount of said Bid or in lieu thereof furnish a Bid Bond for said amount conditioned such that in the event of failure to execute the proposed Contract for such construction if the Contract is to be awarded to him, that said sum be paid immediately to the Owner as liquidated damages and not as a penalty for the principal's failure to perform. NOW THEREFORE, if the principal shall, within the period specified therefore: A. On the attached prescribed forms presented to him for signature, enter into a written Contract with the Owner in accordance with his Bid as accepted, and give a Performance Bond with good and sufficient sureties, as may be required upon the forms prescribed by the Owner for the faithful performance and the proper fulfillment of said Contract, or B Withdraw said Bid within the time specified, or C. Pay to the Owner the sum determined upon herein as liquidated damages, and not as a penalty, then this obligation shall be void and of no effect, otherwise to remain in full force and effect. IN WITNESS WHEREOF, the above parties have executed this instrument under their several seals this 6th day of April ,2018 the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative pursuant to authority of its governing board. Principal Zak Di , Inc. Address 1429 ATTEST: By: x�rar B� y: Cor•orat:t ecretary Petter J Scl, President WITNESS: MAIM X By: ft1 S — Amy Coonts, Surety Witness Surety Berkley Insurance Company Address 475 Steamboat Road, Greenwich, CT 06830 ico BID NO IS 01800072 BID NO 18000072 Page 24 Page 782 of 828 No BI -7724b POWER OF ATTORNEY BERKLEY INSURANCE COMPANY WILMINGTON, DELAWARE NOTICE The warning found elsewhere in this Power of Attorney affects the validity thereof Please review carefully KNOW ALL MEN BY THESE PRESENTS, that BERKLEY INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Delaware, having its principal office in Greenwich, CT, has made, constituted cd g P P I) and appointed, and does by these presents make, constitute and appoint Sheryll Shaw, Nicole L McCollam; Bradley J Jeffress, P. Kristen L McCormick; Sarah Finn; Robert L Cohen; Robert J Reiter; Michael Lacher, Jr, Brandi J. Tetley, or Jennifer L V, S' Clampert of IMA, Inc of Denver, CO its true and lawful Attorney -in -Fact, to sign its name as surety only as delineated below and .n to execute, seal, acknowledge and deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that no single obligation shall exceed Fifty Million and 00/100 U S Dollars (U S $50,000,000 00), to the same extent as a n if such bonds had been duly executed and acknowledged by the regularly elected officers of the Company at its principal office in their own proper persons g This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware, o without giving effect to the principles of conflicts of laws thereof This Power of Attorney is granted pursuant to the following resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on January 25, 2010 - o >, E E: RESOLVED, that, with respect to the Surety business written by Berkley Surety Group, the Chairman of the Board, Chief Executive Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant " = Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attorney -m -fact named therein to yc execute bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the a corporate seal of the Company to powers of attorney executed pursuant hereto, and said officers may remove any such o a, attorney -in -fact and revoke any power of attorney previously granted, and further RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, or F." r. other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the manner b > and to the extent therein stated, and further 2 G RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney -in -fact named, and -E a further a. ,E RESOLVED, that the signature of any authorized offices and the seal of the Company may be affixed by facsimile to any 0E power of attorney or certification theieof authorizing the execution and delivery of any bond, undertaking, recognizance, or 4 other suretyship obligation of the Company, and such signature and seal when so used shall have the same force and effect as s E though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have — ceased -to be such at the time when such instruments shall be Issued 0 gIN WITNESS WHEREOF, the Com ny has aused ese presents to be signed and attested by its appropriate officers and its o Ycorporate seal hereunto affixed this V day of 2016 Cd Cd (CI .c) :5 ,2 Attest o (Sul) By K / y TR E WARNING THIS POWER INVALID IF NOT PRINTED ON BLUE "BERKLEY" SECURITY PAPER p. . - o N o -Q b Sworn to before me, a Notary Public in the State of Connecticut, this day o S Jeffrey M Hatter who are sworn to me to be the Executive Vice President and Secretary, and a Senior Vice President, G'' —'3v respectively, of Berkley Insurance Company MARIA C. RUNDBAKEN 3i/a/24/- �fitd a NOTARY PUBLIC CcJ i ° MY COMMISSION EXPIRES Notary Public, State of Connecticut 7 APRIL 30, 2019 �- `t CERTIFICATE 8I, the undersigned, Assistant Secretary of BERKLEY INSURANCE COMPANY, DO HEREBY CERTIFY that the foregoing is a true, correct ft rand complete copy of the original Power of Attorney, that said Power of Attorney has not been revoked or rescinded and that the authority of the 4Attomey-in-Fact set forth therein, who executed the bond or undertaking to which this Power of Attorney is attached, is in full force and effect as Berkley Insurance Company tlei 31& ---- mot V Piesident Ira S Lederman Executive Vice President & Secretary STATE OF CONNECTICUT ) ) ss• COUNTY OF FAIRFIELD ) of this date Given under my hand and seal of the Company, this __ day of (Seal) BID NO 18000072 t't- 2016, by fra S Lederman and Pag- 783 of 828 5 Item 1,.! ® (Ile. Akau,IZU1S) beprohrrst iflrwTicaiay ltitwiudlbwltierSer,ve Request for Taxpayer Identification Number and Certification _ - — _ - - - -- - Give Form to the ' requester Do not i send to the IRS I Pnnt or type See Specific Instructions on page 2 Naetq(hs Mom ml your Taipei, he rr iirn) Zak Dirt, Inc Blimeleae raurtwAifvre(fnded ,wkly n rme II yl,lltautil frodtabovo — — - ( first k ,ppioprrat. box for IwIrr Al lax Oa .s,i,caliori - Remotions !see le'" ine-Ito:K.) ❑ Iurtvidluilsolc tag,ncla ❑ I Corpol alien a., orporation ❑ P7rinership 11 Torsi/0.4,k Cs wept payer cede (if hey Ii l 'wiled liability c lanpnrly. I lilts IN I ix (Aa_' ii ,nhwr (C -C c el pot (hair S,S ',apes Imo P -pat Inership) Ir _ Lxr mpbrxi hrun I Ii I' A repo(tlnq � ; Luck (ii ire() --~ -- I I J Other (sr lnitiweliono)� ficgur.SIT; s Ikauit. anJ eddrev To4ficTitap 'Addiess (lumber ,tied and apt or suit, no) 14290 Hilltop Road City sill', ,nd Zip ( ado— - -- - -- — Longmont, CO 80504 I i.^t swami rtumbm(s) hma(opucuril) ` — -- - - - Part Taxpayer Identification Number (TIN) - -_- __ __ - Enter your TIN in the appropnate box The TIN provided must match the name given on the Name line I Social ouaurity number to avoid backup withholding For individuals this is your social security number (SSN) However, for a resident alien sole proprietor or disregarded entity see the Part I Instructions on page 3 For other entities it us your employer identification number (EIN) If you do not have a number see Hoe to get a TIN on page 3 Note If the account is in more than one name see the chart on page 4 for guidelines on ',those number to enter Emptoyor idontrficat, on number 8 4 7 1 3 8 7 7 iR�rtril Under penalties of perjury I certify that 1 The number shown on this form is my correct taxpayer identification number (or I am waiting for a number to be Issued to me) and 2 I am not subject to backup withholding because (a) I am exempt from backup withholding or (h) I have not been notified by the Internal Revenue Service (IRS) that I am subject to backup withholding as a result of a failure to report all Interest or dividends, of (c) the IRS has notified me that I am no longer subject to backup withholding and 3 I am a U S citizen or other U S person (defined below), and 4 The FATCA coders) entered on this form 6f any) indicating that I am exempt from FATCA reporting is correct Certification instructions You must cross out item 2 above if you have bean notified by the IRS that iou are currently subject to backup withholding because your have failed to report all interest and dividends on your tax return For real estate transactions item 2 does not apply For mortgage interest paid acquisition or abandonment of secured property cancellation of debt contnbutiona to an individual retirement arrangement (IRA) and generally payments other flt�Inierest and dividends you are not required to sign the certification, but you must provide your correct TIN See the instructions on page a Sign Here Certification Signature U S peso Datel> 4/6/18 _ _ General Instructions Section rrferet( a lie to rile Internal Revenue Code unlen ..hirer 14e noted Future developments Illy IHS Ina., ur.alsd a pay, on II -lb OGs la ulkxnlalluii abort Form W I at en's, es gave rJ In formltiori about any Mime dcvelopnir,n(, aticc ling I amW U Isurh as legislation dueled otter We release it),( III be po,b d on that p rye. Purpose of Form A prlicxi ho tarrutin-A lo filo mmlrxnwhon rr Min mill the IRS nwwt obiSrt yin r au t 1 laximyer !denbh( alma numhet (1 It'd tan port tax examlyn ni, two fowl to you, paynic9g, made to you in setllmu.nl of p.ymcnl , and and hard party network Iran-ac0ixns real estate (ran actions, mo[gage utter est you paid, ai.qusi boil or ibaudrvaneii of semited p.o.wry ,.imr.11abon ofd' tit o . aubulxilinie you erode In an IRA I l^u f Mel 4V 0 nay if you are 1 11 S por on (inr.lurlmq a err' idiot alien) is provide your carat I IN to the poi on reguestut0 if (Me reguesteri ald,wherl applicable to 1 1 ubfy Mal Ile TIN you lit Iivrty t r urret r (o you tie or rihny for t numb', h, lx t bait) Z het VI/ lb it you ale not .rublo.I to bai.kiip u. gliholdvxl o J Clain cxanpuai from backup Withholding d foe arc a U S oxempl payee II applicable von era also 1'nitytoj lhai f.4 a i I S person your altcx.eblb.hsr of lily lisrhlhr,thiIt lie nine trier a U S Italie tx hnsi,iH44 14 not taltlll4 110 IIii. i gtihddnny tax al for, uyi pet m4s' VIM., of rifler to ily r exile, led uuxxnr end I Crrid) fiat FATCA, tale( ) i Winn d mite, e, bourn (d on in tiding tlwl y.ai ur ,xr mpl from iii,' FAICA❑poling c , meal Note Ilyru YIP a LI S per.,on and a ,equ, stet alive van( s (OM, ours than roan W O h, ,rqur„ 1 your TIN you flout use iho faun old r. 'i,is finally simile 101111N 1 elm iN n Definition of a U b person I a h.du it tax pui poses, you are oonstd, tea 1 U S person d yrx, arc • An Individual Kilo t a U S MINI) or U 5 rewlent alien • A pemerftirp cwper-Moe t.nip4riv, a 1 .w.ftltculi creelyd a u,garx_rd in the United Stntsl Or tauter the I kw, of the lhvtrd Rlfitdi4, • N, estate (tithe' Man a to tan estate) or • A domestic trust (a> it lined m Hequlslian section JOt 7701 7) Special rules for partnerships Panro0•hips that wnducr a bade or business 01 the l toiled Siaho, cur grurrillyyu guar .1 Io pay st dhhdrung lax under sek lien 1 SIC an cry frxn,ril p rl ton,. slain, of chat 11Y, Iy , ixmne, led ilxAhir Ilraxlre from curb business I oilier, m certain Lases./bete a t am W 0 has net been recessed Ihe ides under'ecluan 1441. triturte a partnership toprewme Ihat a pvtner us a foreign 1x.rsun and pay the sec Our 1146 r nhlwldur1 ixx flu -velure it you are a (IS IxMali t),ai14aflarllittiiia()win(lltlipr1e11lin.hrlrinnark urhiomirrssmIht United SUl provide Pain, W it to the partnership to c,tnbltsh your U S status and avoid section 114th rlhholduiq on you shale of panriership m..nrne Cal Na UPS IX Poi En W-9 (Roy a 20111 BID NO # B1800072 Page 26 BID NO 18000072 Page 784 of 828 COLORADO DEPARTMENT OF TRANSPORTATION ANTI -COLLUSION AFFIDAVIT I'I tO,ItC% I NO EM-BR53-58A I OCATIOt4 Weld County I hereby attest that I am the person responsible within my firm for the final decision as to the price(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose or with the effect of restricting competition with any other firm or person who is a bidder or potential prime bidder. 2A. Neither the price(s) nor the amount of this hid have been disclosed to any other firm or person who is a bidder or potential prime bidder on this project, and will not be so disclosed prior to bid opening 28. Neither the prices nor the amount of the bid of any other firm or person who is a bidder or potential prime bidder on this project have been disclosed to me or my firm. 3A. No attempt has been made to solicit, cause or induce any firm or person who is a bidder or potential prime bidder to refrain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non- competitive bid or other form of complementary bid. 38. No agreement has been promised or solicited for any other firm or person who is a bidder or potential prime bidder on this project to submit an intentionally high, noncompetitive or other form of complementary bid on this project. 4. The bid of my firm is made in good faith and not pursuant to any consultation, communication, agreement vi discussion with, or inducement or solicitation by or from any firm or person to submit any intentionally high, noncom- petitive or other form of complementary bid. 5. My firm has not offered or entered into a subcontract or agreement regarding the purchase or sale of materials or services from any firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration far an agreement or promise by any firm or person to refrain from bidding or to submit any intentionally high, noncompetitive or other form of complementary bid or agreeing or promising to do so on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any other project, in consideration for my firm's submitting any intentionally high, noncompetitive or other form of complementary bid, or agreeing or promising to do so, on this project. 7. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, or other conduct inconsistent with any of the statements and representations made in this affidavit. 8. I understand and my firm understands that any misstatement in this affidavit is and shall be treated as a fraudulent concealment from the Colorado Department of Transportation, of the true facts relating to submission of bids for this contract. I DECLARE UNDER PENALTY OF PERJURY IN THE SECOND DEGREE, AND ANY OTHER APPLICABLE STATE OR FEDERAL LAWS, THAT THE STATEMENTS MADE ON THIS DOCUMENT ARE TRUE AND COMPLETE TO THE BEST OF MY KNOWLEDGE. O, intracto-'. firm or .)ornpeny Zak Dirt, Inc. Inc cen'r•i';1c •rs 'Irm } r ;ornp2.'1y ram c• ( If Jo' nu vi.lIt T"President Lisle 4/6/2018 rola Sworn lo before me I s 6th day of, April 2018 I My (:tmission axp rrs 2/4/2022 NOTE: This document must be signed in ink. AMANDA FROMAN Notary Public State of Colorado Notary ID # 20064004440 My Commission Expires 02-04-2022 CDOT Form #606 1/02 BID NO # B1800072 Page 27 BID NO. 18000072 Page 785 of 828 COLORADO DEPARTMENT OF TRANSPORTATION BIDDERS LIST Project Name and Number Project Code Proposal Date Contractor Region 53-58A Bridge Replacement ER C030-067 20480 4/6/2018 Zak Dirt, Inc. 4 SubcontractorsiSuppllers/Vendors: Colorado submit The bidder must list Department of Transportation (CDOT) to determine this form may result in the proposal being rejected. all firms seeking to participate on the contract. This Information is used by overall goals for the Disadvantaged Business Enterprise Program. Failure the to Firm Name Email _ Work Proposed (Select all that apply) DBE MN) Selected (/N) i wst,„- Mcm.a... ___410._....-?..k.s.d.e,„..A...}-,:i. yc maAmit IP ( am.% 97a- till - 471(- 1 13acilataa_ A llo e Le(14 - - 5o‘i i Mager Gvtlre.! 303-/4h•1o‘57 t _ 1 Z , � e Z rs. a * k �2 1.3 .\- l ndin.41-1 h. tti r Fay � A ik.sf ; sQns ` t . PS n 1 I &Mail . Cs A t k e & C g 1 2 - - haat° C • en 1 A 119a- f�72.- l �M 1 - `1 dfI'&6/efaeoS i ibrigt. -4frata is / ctictra 305-T47 - 47/2 / A 1O N t 'v • t1 4 it 3 - I/3 7 - Sao ifs / _ N Set_ t &tonsil &risigist4 L TorS33--0574.21 Imo' / raZt gE /Y' • -n6760 - 35 7- t/S o f I O fri (1ti A I - IS- 05-05 / li 4 s..l 1 A4uS etit 4S _ 9 To- St 2 - gf Oo / u 6e MaavoSitAb �s /K! ton, l . Paco d. fad. I a 3- 1574- 2.7140 t Isi N tts rt•4- 1 C2 b 0 Oas.� 3: naL - i o o o ( 1`1 p 27O - 4) a I,D D / _ jjjj AJ /� & All ir. i� 2 303-`v_ -71/S r4 W P leh. g.. S&i f • -O I G V .05 • N -o 44T- sly Xciest re -noes,: 3o1- QLZet1 00 lc/ 7 IV rim ei Cam.)!tams it 3,0 • 4 o o 0 -7 4 4 -E. I on Me s Cankkassidurin?o osz dos' 44 NSA( d ( i i 1, rJ'4Vt4km1a/sLM,hI≤n.toas �-� N N I certify that the Inforation provided here' is true d correrct to the be or S€ ature/Initial Name Jeromy Weiss knowledge. Estimator 4/6/2018 Title Date Work Proposed Categories: 1. Materials and Supplies 2. Flagging and Traffic Control 3. Trucking and Hauling 4 Precast Concrete. Foundations. and Footings 5. Concrete Paving. Fletwork and Repair 6. Lighting and Electrical 7 Signs, Signet installation; and Guardrail 8. Fencing 9. Buildings and Vertical Structures 10. Utility, Water and Server Lines r 11. Structural Steel and Steel Reinforcement 12. Riprap and Anchored Retaining Walls 13. Landscape and Erosion Control 14 Bridge and Bridge Deck Construction 15.. Asphalt Paving 16. Road and Parking Lot Marking 17. Chip Seal. Crack Seal. Joint Seal and Crack Fill 18. Bridge Painting and Coating 19 Stairway and Ornamental Metal 20. Parking Lots and Commercial Sidewalks This form must be submitted by the proposal deadline. ,..■.niiil1 nln Qn00WW' BID NO # B1800041 21. Clearing. Demolition. Excavation and Earthwork 22. Engineering and Surveying Services 23. Public Relations and involvement 24 Piles and Deep Foundations 25. Waste Management and Recycling 26 Site Clean Up 27. Mechanical and HVAC 26. Tunnel Construction 29. Profiling and Grinding 30. Environmental Health and Safety For COOT projects, submit to cdot_hoedbeforms@state.co.us. COOT Form #1413 01/14 limp 766 of 626 Page 25 COLORADO DEPARTMENT OF TRANSPORTATION BIDDERS LIST Project Name and Number Project Code Proposal Date Contractor Region 53-58A Bridge Replacement ER C030-067 20480 4/6/2018 Zak Dirt, Inc. 4 the This information is used by the Subcontractors/Suppliers/Vendors: Colorado submit Department this form of Transportation may result in the The bidder must list (CD0T) to determine proposal being rejected. all firms overall seeking goals to for the participate Disadvantaged on contract. Business Enterprise Program. Failure to Firm Name Email Work Proposed (Select all that apply) DBE (YIN) Selected (Y/N) Alalltitatistolies IS -444/ 3- 731-1.. Qr'1 /3 At ,� ( e0,,,,,,i3O,,,,,,i,ga, t d r '5 t.. 17o-141-?ot0 -- t3 la -.ICS- iO N %044.-&--1._1/2L 7 sAAl ad S 1 s1fL!!_7 13t so r 1 J 14-7 _ tit.Li la. •_ L i ti3 — 71,yeri 6 6 I it, _ . els:bstaek 4- Co Vo - It34- 9oZZ 4.4. 40%. Eng..% ey( 0.44 Q 54 3 -?S7 -43t. _ s",....si_a_____ i -lin Brest. it 9 c � s��-e s s os - t! a - i4/2. L____ la 0 �.L�' icc t gr S 3b"5 -l? e soli tLt_ k taS 0 Sit @ OJAss r wets_ .4 ! . N MPS eaAktairtin 3.23.- 3?1 - o1ir Li ' N ....t Arnt- 9 20-inft- 1.27i, Ls C. IP N Pt 18V As CIWAC s 305471 -1S -0f 1 1 Al LI 4nA) _ 7jcetoz. is ZO / a N k..y /tea 5t 7sl- 9n e z ?M7 _ / IN / .. 6i ftt 'emcees 1,14-1'3!-!o/'S1 22 _ h N ,03-2__37-44o/ -_�__• Z7 41,S r st ~ 2tit! 2-2-- 1lviex t t -_- Gi ?1K} eti 4t ? Q - is Z Z - o p o a _ it ......61.................4....• rr . I t- et... 6„.....,' do &iiiiattniatie w m I C r1 it , 1 ce that the informatidn provides er Is true d cor ect to the bes ot'' knoIedge. Jeromy Weiss Estimator I 4/6/2018 Name Si aturellnitlal Title Date Work Proposed Categories: 11. Structural Steel and 1. Materials and Supplies 12. Riprap and Anchored 2. Ragging and Traffic Control 13. Landscape and :Erosion 3, Trucking and Hauling 14. Bridge and Bridge 4 Precast Concrete, Foundations. and 15. Asphalt Paving Footings 16. Road and Parking 5. Concrete Paving. Flatwork and Repair 17. Chip Seal. Crack 6. Lighting and Electrical Crack Fill 7 Signs, Signal Installation, and Guardrail 18 Bridge Painting and 8. Fencing 19 Steinvay and Ornamental 9. Buildings and Vertical Structures 20 Parking Lots and 10. Utility. Water and Sewer Lines (This form must be submitted by the proposal deadline. For CDOTjrojects, Steel Reinforcement 21. Clearing. Demolition, Excavation and Retaining Walls Earthwork Control 22. Engineering and Surveying Services Deck Construction 23. Public Relations and Involvement 24. Piles and Deep Foundations Lot Marking 25. Waste Management end Recycling Seal, Joint Seal and 26. Site Clean Up 27. Mechanical and HVAC Coating 28. Tunnel Construction Metal 29. Profiling and Grinding Commercial Sidewalks 30. Environmental Health and Safety submit to cdot_hq dbeforms@state.co.us. COOT Form #1413 01/14 Page 25 BID NO # B1800041 COLORADO DEPARTMENT OF TRANSPORTATION BIDDERS LIST Project Name and Number Project Code Proposal Date Contractor I Region 53-58A Bridge Replacement ER C030-067 20480 4/6/2018 Zak Dirt, Inc. 4 Subcontractors/Suppliers/Vendors: The bidder must list all firms seeking to participate on the contract. This information is used by the Colorado Department of Transportation (CDOT) to determine overall goals for the Disadvantaged Business Enterprise Program. Failure to submit this form may result in the proposal being rejected. Firm Name Email Work Proposed (Select all that apply) DBE (YIN) Selected MN) LILAC ibe 5itaimpesti. 'Eats 'n e.+.Sr. . Ovid 6).444 eitraoler41.ew++ Z�, tV A) a j A 4. Lhn ,, 970 -Z2` -gin I≤e 11 Ni AMCttC4n 51911,1r.i' 303 - ?re 5fc0 /8 y Y 4wart& c &shin Zit N - 711 • 51.1 jarel irtagia, 414iist Ali 2,- I.) 3 03 -In/- ZS tog let , N ishde A 'Saint ret) (1msso n ettisvisa i -1) ? Zth • Sir t e t cit i Lt t.S ta/ct ithal 30s erg o e 7n cap fit 41s_4 °si Carta4144 3or`17 r/740 2Z 303-4Zf- (sal r ) N N I " liot a St5L re srk _ 7 'z 371 -q7tt 4,N 303-7f ? r j i 0 0 I �I /� - t 3F Sslio 5 o- -S3 3 1‘i /s 1 ! ci N)Of-C aL4ie �t 97 be e5Si ~io Fp ( J a 4 en Co a. R?of- Woe f)Z3 l4 f N\ N _ clap i pa nutt.:s '5 i/6 • } 105- 2Afts 1/410 Pi IQ 303- 7 315-37gi o. t A o c rl QUdeCCJ 7- 2 13 - 'Si s i / Satiedlaa lStindirratogri /0 i tipsy- l ti I certify that the information provided here Is true d correct to the bes of knowledge. Je-omy Weiss tin Estimator I 4/6/2018 Name Si aturerinitial Title Date Work Pmposed Categories: 1. Materials and Supplies 2. Flagging and Traffic Control 3. Trucking and Hauling 4 Precast Concrete, Foundations, and Footings 5_ Concrete Paving, Flatwork and Repair 6. Lighting and Electrical T. Signs, Signal Installation, and Guardrail it 8. Fencing 9. Buildings and Vertical Structures 10. Utility, Water and Sewer Lines r 11. Structural Steel and Steel Reinforcement 12. Riprap and /tnehored Retaining Walls 13. Landscape and Erosion Control 14. Bridge and Bridge Deck Construction 15. Asphalt Paving 16 Road and Parking Lot Marking 17. Chip Seal. Crack Seal, Joint Seal and Crack Fin 18. Bridge Painting and Coating 19 Stairway and Ornamental Metal 20. Parking Lots and Commercial Sidewalks 21. Clearing. Demolition, Excavation and Earthwork 22. Engineering and Surveying Services 23. Public Relations and Involvement 24 Piles and Deep Foundations 25_ Waste Management and Recycling 26. Site Clean Up 27. Mechanical and t-IVAC 28. Tunnel Construction 29. Profiling and Grinding 30. Environmental Health and Safety 'This form must be submitted by the proposal deadline. For CDOT projects, submit to cdot htdbeformsestate.co. us �i n 11tH 1Rnnnn77 COOT Form #1113 01/14 age8&of etaiing BID NO # B1800041 Page 25 , COLORADO DEPARTMENT OF TRANSPORTATION ANTICIPATED DBE PARTICIPATION PLAN Bidder: Zak Dirt, Inc.. Project: 53-58A Bridge Replacement ER C030-067 Contact: Jeromy Weiss Project Code 4 20480 Phone: 970-535-4657 Date of Proposal, i 4/6/2018 Email: jweiss1adzakdirt.com Contract Goal: 4 5% Preferred Contact Method, [ Region 4 DBE Commitments DBE Firm Name go,ci►w, CtM*40 --r,�a:c echitti NUM Cart SVO. tit 145 C4sigaivot Work to Be Performed n413Stin "("cs Stir s 1'5731O L31310- g.`vi Commitment Amount Eligible Participation About A ocw wtZ, Z�e ba.G� 43 3 a o e Skeet Rt1/40catoin Ott 220 - Ggavciankiiinol ZOV000— OV 37000 (p7ooO ou Oa Zoe 000 - O V 370oo eQ 7000 r o> 3c> coo' 3o boo ou Total Eligible Participation 3qo COO 0 Total Bid Amount Co •73 ( De ( As Total Ejtgr le Participation Percentage 5.01 % Bidder Signature t This section must be signed by an individual with the authority to bind the idder. ?signing this form, as an authorized representative of the Bidder, you declare under penalty of perjury in the second degree and any other applicable state or federal laws that the statements made in this document are true and complete to the best your knowledge. Further, you attest that you have read the Standard Special Provision Disadvantaged Business Enterprise Requirements and understand the following CDOT shall not award a contract until it has been determined that the contract goal has been met or that you have otherwise demonstrated good cause Once your proposal has been submitted, commitments may not be modified or terminated without the approval of CDOT If selected as the lowest apparent bidder, you shall submit a Form 1415 for each commitment listed above If you have not met the contract goa , you will also be required to submit documentation of all good faith efforts to meet the contract goal ft is your responsibility to ensure that the selected DBEs are certified for the work to be performed and that their eligible participation has been properly counted. For additional information and instructions o cul. ting eligible participation, see the Standard Special Provision Disadvantaged Business Enterprise Requirements Jeromy Weiss Estimator Name Title nature 4/6/2018 Date This form must be submitted by the proposal deadline. For CD projects, submit to cdot_hq_dbeforns@state.co.us. Civil Rights and Business Resource Center CDOT Form # 1414 01/14 Din KIQ 4 ■®flfICI l BID NO # B1800041 Page 26 CERTIFICATIONS CIVIL RIGHTS EM-BR53-58A BRIDGE REPLACEMENT PROJECT The undersigned is fully aware that this contract is wholly or partially federally funded, and further, agrees to abide by the Civil Rights Act of 1964, Title VI, as amended, that provides no person on the basis of Race, Color, or National Origin shall be excluded from participation, denied program benefits, or subjected to discrimination And, Civil Rights Act of 1968, Title VIII, as amended, will not discriminate in housing on the basis of Race, Color, Religion, Sex, or National Origin And, Rehabilitation Act of 1973, Section 504, as amended, that no otherwise qualified individual shall solely by reason of his or her handicap be excluded from participation and/or employment, denied program benefits, subjected to discrimination under any program receiving federal funds, And, Housing and Community Development Act of 1974, Section 109, as amended, that no person shall be excluded from participation (including employment), denied program benefits, or subjected to discrimination on the basis of Race, Color, National Origin, Sex, Age, and Handicap under any program or activity funded in whole or part under Title I (CDBG) of the Act And, Age Discrimination Act of 1975, as amended, that no person shall be excluded from participation, denied program benefits, or subjected to discrimination on the basis of age under any program or activity receiving federal funds And, Americans with Disabilities Act of 1990, as amended, that there shall be no employment discrimination against "qualified individuals with disabilities " And, Executive Order 11063, that no person shall, on the basis of race, color, religion, sex, or national origin, be discriminated against in housing and related facilities provided with federal assistance, or lending practices with respect to residential property when such practices are connected with loans insured or guaranteed by the federal government And, Executive Order 11246, as amended, that no person shall be discriminated against, on the basis of race, color, religion, sex, or national origin, in any phase of employment during the performance of federal or federally assisted construction contracts in excess of $10,000 EQUAL EMPLOYMENT OPPORTUNITY During the performance of this contract, the contractor agrees as follows 1 The contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex, or national origin Such action shall include, but not be limited to the following Employment, upgrading, demotion, or transfer, recruitment or recruitment advertising, layoff or termination, rates of pay or other forms of compensation, and selection for training, including apprenticeship The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the GRANTEE setting forth the provisions of this nondiscrimination clause BID NO # B1800072 BID NO 18000072 Page 30) Page 790 of 828 2 The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, sexual orientation, gender identity, or national origin 3 The contractor will not discharge or in any other manner discriminate against any employee or applicant for employment because such employee or applicant has inquired about, discussed, or disclosed the compensation of the employee or applicant or another employee or applicant This provision shall not apply to instances in which an employee who has access to the compensation information of other employees or applicants as a part of such employee's essential job functions discloses the compensation of such other employees or applicants to individuals who do not otherwise have access to such information, unless such disclosure is in response to a formal complaint or charge, in furtherance of an investigation, proceeding, hearing, or action, including an investigation conducted by the employer, or is consistent with the contractor's legal duty to furnish information 4 The contractor will send to,each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment 5 The contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor 6 The contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders 7 in the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law 8 The contractor will include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (8) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor The contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance Provided, however, that in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency, the contractor may request the United States to enter into such litigation to protect the interests of the United States BID NO # B1800072 Page 31 BID NO 18000072 Page 791 of 828 AFFIRMATIVE ACTION FOR HANDICAPPED WORKERS SECTION 503 (if contract $25,000 or over) 1 The CONTRACTOR will not discriminate against any employee or applicant for employment because of physical or mental handicap in regard to any position for which the employee or applicant for employment is qualified The CONTRACTOR agrees to take affirmative action to employ, advance in employment and otherwise treat qualified handicapped individuals without discrimination based upon their physical or mental handicap in all employment practices such as the following employment, upgrading, demotion or transfer, recruitment, advertising, layoff or termination, rates of pay or other forms of compensation, and selection for training, including apprenticeship 2 The CONTRACTOR agrees to comply with the rules, regulations, and relevant orders of the Secretary of Labor issued pursuant to the Act 3 In the event of the Contractor's non-compliance with the requirements of this clause, actions for non- compliance may be taken in accordance with the rules, regulations, and relevant orders of the Secretary of Labor issued pursuant to the Act 4 The CONTRACTOR agrees to post in conspicuous places, available to employees and applicants for employment, notices in a form to be prescribed by the Director, provided by or through the contracting officer Such notices shall state the Contractor's obligation under the law to take affirmative action to employ and advance in employment qualified handicapped employees and applicants for employment, and the rights of applicants and employees 5 The CONTRACTOR will notify each labor union or representative of workers with which it has a collective bargaining agreement or other contract understanding, that the CONTRACTOR is bound by the terms of Section 503 of Rehabilitation Act of 1973, and is committed to take affirmative action to employ and advance in employment physically and mentally handicapped individuals 6 The CONTRACTOR will include the provisions of this clause in every subcontractor purchase order of $2,500 or more unless exempted by rules, regulations, or orders of the Secretary issued pursuant to Section 503 of the Act, so that such provisions will be binding upon each subcontractor with respect to any subcontract or purchase order as the Director of the Office of Federal Contract Compliance Programs may direct to enforce such provisions, including action for non-compliance ACCESS TO RECORDS AND RECORDS RETENTION The undersigned certifies, to the best of his or her knowledge and belief that 1 The individual, sole proprietor, partnership, corporation, and/or association agrees to permit the County of Weld, State of Colorado Department of Local Affairs (DOLA), U S Department of Housing and Urban Development (HUD), and the Office of the Inspector General and/or their designated representatives to have access to all records for review, monitoring, and audit during normal working hours 2 The individual, sole proprietor, partnership, corporation, and/or association agrees to retain all records for at least five years following the "official State of Colorado Department of Local Affairs (DOLA)"Closeout" date of the grant or the resolution of all audit findings, whichever is later BID NO # B1800072 BID NO 18000072 Page 32 Page 792 of 828 CONFLICT OF INTEREST The undersigned is fully aware that this contract is wholly or partially federally funded, and further, by submission of the bid or proposal that the individual or firm, certifies that 1 There is no substantial interest, as defined by Colorado Statutes, with any public official, employee, agency, commission, or committee with the Weld County or DOLA 2 Any substantial interest, as defined by Colorado Statutes, with any public official, employee, agency, commission, or committee (including members of their immediate family) with Weld County that develops at any time during this contract will be immediately disclosed to Weld County and DOLA ANTI -LOBBYING CERTIFICATION The undersigned certifies, to the best of his or her knowledge and belief that 1 No federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any federal contract, the making of any federal grant, the making of any federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any federal contract, grant, loan, or cooperative agreement 2 If any funds other than federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form - LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions 3 The undersigned shall require that the language of this Certification be included in the award documents for all sub -awards to all tiers (including subcontracts, sub -grants, and contracts under grants, loans, and cooperative agreements) and that all sub -recipients shall certify and disclose accordingly CERTIFICATIONS SIGNATURE FORM Return this page with proposal These Certifications (Civil Rights, Equal Employment Opportunity, Affirmative Action for Handicapped Workers -Section 503, Access to Records and Records Retention, Conflict of Interest, Lobbying) are a material representation of fact upon which reliance was placed when this transaction was made or entered into Submission of these Certifications is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U S Code Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure Peter J Sewczak, President (typed name of official) (signaturQf o_f i11al) (typed name of official) (signature of official) BID NO # B1800072 Page 33 BID NO 18000072 Page 793 of 828 CONTRACTOR/SUBCONTRACTOR CERTIFICATIONS EM-BR53-58A BRIDGE REPLACEMENT PROJECT COUNTY MATCH FHWA SITE 5 - 53/58A Contract Number CDBGDR3-WLD-01 Grantee must require that prospective bidders complete and incorporate the following certifications as part of their bid submittal package EQUAL EMPLOYMENT OPPORTUNITY - EXECUTIVE ORDER 11246 SECTION 3 & SEGREGATED FACILITIES CERTIFICATION NONCOLLUSION AFFIDAVIT OF PRIME CONTRACTOR BID NO # B1800072 Page 34 BID NO 18000072 Page 794 of 828 CERTIFICATION OF BIDDER REGARDING EQUAL EMPLOYMENT OPPORTUNITY EM-BR53-58A BRIDGE REPLACEMENT PROJECT COUNTY MATCH FHWA SITE 5 — 53/58A Contract Number CDBGDR3-WLD-01 INSTRUCTIONS This certification is required pursuant to Executive Order 11246 (30 F R 12319-25) The implementing rules and regulations provide that any bidder or prospective contractor, or any of their proposed subcontractors, shall state as an initial part of the bid or negotiations of the contract whether it has participated in any previous contract or subcontract subject to the equal opportunity clause, and, if so, whether it has filed all compliance reports due under applicable instructions Where the certification indicates that the bidder has not filed a compliance report due under applicable instructions, such bidder shall be required to submit a compliance report within seven calendar days after bid opening No contract shall be awarded unless such a report is submitted CERTIFICATION BY BIDDER Zak Dirt, Inc , 14290 Hilltop Road, Longmont, CO 80504 NAME AND ADDRESS OF BIDDER (Include ZIP Code) 1 Bidder has participated in a previous contract or subcontractor subject to the Equal Opportunity Clause X Yes No 2 Compliance reports were required to be completed in connection with such contract or subcontract X Yes No 3 Bidder has filled all compliance reports due under applicable instructions X Yes No 4 Have you ever been or are you being considered for sanction due to violation of Executive Order 11246, as amended Yes X No Peter J Sewczak, President AND TITLE OF SIGNER (Please type) � 4/6/2018 SIGNATURE DATE BID NO # B1800072 Page 35 BID NO 18000072 Page 795 of 828 CERTIFICATION OF CONTRACTOR REGARDING SECTION 3 AND SEGREGATED FACILITIES EM-BR53-58A BRIDGE REPLACEMENT PROJECT COUNTY MATCH FHWA SITE 5 - 53/58A CDBGDR3-WLD-01 Project Name Contract Number Zak Dirt, Inc Name of Contractor or Sub -Contractor The undersigned hereby certifies that Section 3 provisions are included in the Contract The above stated company is a signatory to the Contractor's Section 3 Plan No segregated facilities will be maintained as required by Title VI of the Civil Rights Act of 1964 Peter J Sewczak, President Name and Title of Signer (Type of Print) 1 4/6/2018 Sign. Lire - - - Date BID NO # B1800072 BID NO 18000072 Page 36 Page 796 of 828 NONCOLLUSION AFFIDAVIT OF PRIME BIDDER EM-BR53-58A BRIDGE REPLACEMENT PROJECT State of Colorado County of Weld ) ss. being first duly sworn, deposes and says that: (1) He is President of Peter J Sewczak Zak Dirt, Inc. attached Bid; , the Bidder that has submitted the (2) He is fully informed respecting the preparation and contents of the attached Bid and of all pertinent circumstances respecting such Bid; (3) Such Bid is genuine and is not a collusive or sham Bid; (4) Neither the said Bidder nor any of its officers, partners, owners, agents, representatives, employees or parties in interest, including this affined, has in any way colluded, conspired, connived or agreed, directly or indirectly with another Bidder, firm or person to submit a collusive or sham Bid in connection with the Contract for which the attached Bid has been submitted or to refrain from bidding in connection with such Contract, or has in any manner, directly or indirectly, sought by agreement or collusion or communication or conference with any other Bidder, firm or person to fix the price or prices in the attached Bid or of any other Bidder, or to fix an overhead, profit or cost element of the Bid price of any other Bidder, or to secure through any collusion, conspiracy, connivance or unlawful agreement any advantage against the (Local Public Agency) or any person interested in the proposed Contract; and (5) The price or prices quoted in the attached Bid are fair and proper and are not tainted by any collusion. conspiracy, connivance or unlawful agreement on the part of the Bidder or any of its agents, representatives, owners, emplg'eps, parties in interest, including is affined. Subscribed and sworn to me this 6th By: i(L;# Notary Public (Signed) Title President day of April My Commission expires. 2/4/2022 2018 AMANDA FROMAN Notary Public State of Colorado Notary ID # 20064004440 My Commission Expires 02 -O4 -2O22 BID NO # B1800072 BID NO 18000072 Page 37 Page 797 of 828 D WELD COUNTY REVISION OF SECTION 601 1 REVISION OF SECTION 601 STRUCTURAL CONCRETE Section 601 of the Standard Specifications is hereby revised for this project as follows Subsection 601 20 shall include the following Pay Item Pay Unit Concrete Class D (Bridge) Cubic Yard Concrete Class D (Wall) Cubic Yard END OF SECTION BID NO 18000072 Page 798 of 828 EXHIBIT C GENERAL CONDITIONS OF THE CONTRACT 1 Contract and Contract Documents The project to be constructed pursuant to this Contract will be financed with assistance from the Colorado CDBG Program and is subject to all applicable Federal and State laws and regulations The Plans, Specifications and Addenda, hereinafter enumerated in Paragraph 1 of the Supplemental General Conditions shall form part of this Contract and the provisions thereof shall be as binding upon the parties hereto as if they were herein fully set forth These CDBG criteria shall take precedence over Specifications or Plans and supplement the 2017 edition of the Colorado Department of Transportation "Standard Specifications for Road and Bridge Construction" (Standard Specifications) and Weld County Project Special Revisions shall control construction of this project BID NO B1800072 Page 14 BID NO 18000072 Page 799 of 828 1 Contract and Contract Documents 2 Definitions 3 Additional Instructions and Drawings 4 Shop or Setting Drawings 5 Materials, Service, Facilities 6 Contractor's Title to Materials 7 Inspection/Testing of Materials 8 "Or Equal" Clause 9 Patents 10 Surveys, Permits and Regulations 11 Contractor's Obligations 12 Weather Conditions 13 Protection of Work and Property - Property -- -Emergency 14 Inspection 15 Reports, Records and Data 16 Superintendence by Contractor 17 Changes in Work 18 Extras 19 Time for Completion and Liquidated Damages 20 Correction of Work 21 Subsurface Conditions -Different 22 Claims for Extra Cost 23 County Termination of Contract 24 Construction Schedule/Periodic 25 Payments to Contractor 26 Final Payment as Release 27 Payments by Contractor 28 Insurance 29 Contract Security 30 Additional or Substitute Bond 31 Assignments 32 Mutual Responsibility of Contractors 33 Separate Contractors 34 Subcontracting 35 Architect/Engineer's Authority 36 Stated Allowances 37 Removal of Debris 38 Detail Estimates 39 Right of Way 40 General Guaranty 41 Conflicting Conditions 42 Notice and Service Thereof 43 Provisions Deemed Inserted 44 Life/Health Protection 45 Subcontracts 46 Interest/Congressmen 47 Other Prohibited Interests 48 Use Prior to Acceptance 49 Photographs 50 Suspension of Work 51 Minimum Wages 52 Underpayment of Wages 53 Fringe Benefits 54 Overtime Compensation 55 Apprentices 56 Section 3 57 Employment Prohibited 58 Anti -Kickback Act 59 Classifications Not Listed 60 Benefits Not Expressed 61 Posting of Wage Rates 62 Complaints or Testimony 63 Claims and Disputes 64 Questions Re Regulations 65 Payrolls and Records 66 Specific Coverage 67 Ineligible Subcontractors 68 Provisions to be Included 69 Breach of Labor Standards 70 Employment Practices 71 Contract Termination, Debarment 72 Public Contract for Services — Employment Eligibility Verification 73 Subcontracting with Small and Minority Firms, Women's Business Enterprise, and Labor Surplus Area Firms 74 HUD 4010 Form, Labor Standards Provisions BID NO B1800072 Page 15 BID NO 18000072 Page 800 of 828 2 Definitions The following terms as used in this Contract are respectively defined as follows (a) CONTRACTOR A person, firm or corporation with whom the contract is made by the County, i e , the Local Government (b) SUBCONTRACTOR A person, firm or corporation supplying labor and materials or only labor for work at the site of the project, for and under separate contract or agreement with the Contractor (c) WORK ON (AT) THE PROJECT Work to be performed at the location of the project, including the transportation of materials and supplies to or from the location of the project by employees of the Contractor and any Subcontractor 3 Additional Instructions and Detail Drawings The Contractor will be furnished additional instructions and detail drawings as necessary to carry out the work included in the contract The additional drawings and instructions thus supplied to the Contractor will coordinate with the Contract Documents and will be so prepared that they can be reasonably interpreted as part thereof The Contractor shall carry out the work in accordance with the additional detail drawings and instructions The Contractor and the Architect/Engineer will prepare jointly (a) a schedule, fixing the dates at which special detail drawings will be required, such drawings, if any, to be furnished by the Architect/Engineer in accordance with said schedule, and (b) a schedule fixing the respective dates for the submission of shop drawings, the beginning of manufacture, testing and installation of materials, supplies and equipment, and the completion of the various parts of the work, each such schedule to be subject to change from time to time in accordance with the progress of the work 4 Shop Setting Drawings The Contractor shall submit promptly to the Architect/Engineer two copies of each shop or setting drawing prepared in accordance with the schedule predetermined aforesaid After examination of such drawings by the Architect/Engineer and the return thereof, the Contractor shall make such corrections to the drawings as have been indicated and shall furnish the Architect/Engineer with two corrected copies If requested by the Architect/Engineer, the Contractor must furnish additional copies Regardless of corrections made in or approval given to such drawings by the Architect/Engineer, the Contractor will nevertheless be responsible for the accuracy of such drawings and for their conformity to the Plans and Specifications, unless he notifies the Architect/Engineer in writing of any deviations at the time he furnishes such drawings 5 Materials, Services, and Facilities (a) It is understood that except as otherwise specifically stated in the Contract Documents, the Contractor shall provide and pay for all materials, labor, tools, equipment, water, light, power, transportation, superintendence, temporary construction of every nature whatsoever necessary to execute, complete, and deliver the work within the specified time (b) Any work necessary to be performed after regular hours, on Sundays or Legal Holidays, shall be performed without additional expenses to the County 6 Contractor's Title to Materials No materials or supplies for the work shall be purchased by the Contractor or by any Subcontractor subject to any chattel mortgage or under a conditional sale contract or other agreement by which an interest is retained by the seller The Contractor warrants that he has good title to all materials and supplies used by him in the work, free from all liens, claims, or encumbrances BID NO B1800072 BID NO 18000072 Page 16 Page 801 of 828 7 Inspection and Testing of Materials (a) All materials and equipment used in the construction of the project shall be subject to adequate inspection and testing in accordance with accepted standards The laboratory or inspection agency shall be selected by the County The County will pay for all laboratory inspection service direct, and not as part of the contract (b) Materials of construction, particularly those upon which the strength and durability of the structure may depend, shall be subject to inspection and testing to establish conformance with specifications and suitability for uses intended 8 "Or Equal" Clause Whenever a material, article or piece of equipment is identified on the plans or in the specifications by reference to manufacturers' or vendors' names, trade names, catalogue numbers, etc , it is intended merely to establish a standard, and, any material, article, or equipment of other manufacturers and vendors which will perform adequately the duties imposed by the general design will be considered equally acceptable provided the material, article, or equipment so proposed, is, in the opinion of the Architect/Engineer, of equal substance and function It shall not be purchased or installed by the contractor without the Architect/Engineer's written approval 9 Patents (a) The Contractor shall hold and save the County and its officers, agents, servants, and employees harmless from liability of any nature or kind, including cost and expenses for, or on account of, any patented or unpatented invention, process, article, or appliance manufactured or used in the performance of the contract, including its use by the County, unless otherwise specifically stipulated in the Contract Documents (b) License or Royalty Fees License and/or Royalty Fees for the use of a process which is authorized by the County of the project must be reasonable, and paid to the holder of the patent, or his authorized licensee, direct by the County and not by or through the Contractor (c) If the Contractor uses any design, device or materials covered by letters, patent or copyright, he shall provide for such use by suitable agreement with the County of such patented or copyrighted design, device or material It is mutually agreed and understood, that, without exception, the contract prices shall include all royalties or costs arising from the use of such design, device or materials, in any way involved in the work The Contractor and/or his Sureties shall indemnify and save harmless the County of the project from any and all claims for infringement by reason of the use of such patented or copyrighted design, device or materials or any trademark or copyright in connections with work agreed to be performed under this contract, and shall indemnify the County for any cost, expense or damage which it may be obligated to pay by reason of such infringement at any time during the prosecution of the work or after completion of the work 10 Surveys, Permits, and Regulations Unless otherwise expressly provided for in the Specifications, the County will furnish to the Contractor all surveys necessary for the execution of the work The Contractor shall procure and pay all permits, licenses and approvals necessary for the execution of his contract The Contractor shall comply with all laws, ordinances, rules, and regulations relating to performance of the work, the protection of adjacent property, and the maintenance of passageways, guard fences or other protective facilities 11 Contractor's Obligations BID NO B1800072 Page 17 BID NO 18000072 Page 802 of 828 The Contractor shall and will, in good workmanlike manner, do and perform all work and furnish all supplies and materials, machinery, equipment, facilities and means, except as herein otherwise expressly specified, necessary or proper to perform and complete all the work required by this contract, within the time herein specified, in accordance with the provisions of this contract and said specifications and in accordance with the plans and drawings covered by this contract any and all supplemental plans and drawings, and in accordance with the directions of the Architect/Engineer as given from time to time during the progress of the work He shall furnish, erect, maintain, and remove such construction plant and such temporary works as may be required The Contractor shall observe, comply with, and be subject to all terms, conditions, requirements, and limitations of the contract and specifications, and shall do, carry on, and complete the entire work to the satisfaction of the Architect/Engineer and the County 12 Weather Conditions In the event of temporary suspension of work, or during inclement weather, or whenever the Architect/Engineer shall direct, the Contractor will, and will cause his subcontractors to protect carefully his and their work and materials against damage or injury from the weather lf, in the opinion of the Architect/Engineer, any work or material shall have been damaged or injured by reason of failure on the part of the Contractor or any of his Subcontractors so to protect his work, such materials shall be removed and replaced at the expense of the Contractor 13 Protection of Work Property — Emergency The Contractor shall at all times safely guard the County's property from injury or loss in connection with this contract He shall at all times safely guard and protect his own work, and that of adjacent property from damage The Contractor shall replace or make good any such damage, loss or injury unless such be caused directly by errors contained in the Contract or by the County, or his duly authorized representatives In case of an emergency which threatens loss or injury of property, and/or safety or life, the Contractor will be allowed to act, without previous instructions from the Architect/Engineer, in a diligent manner He shall notify the Architect/Engineer immediately thereafter Any claim for compensation by the Contractor due to such extra work shall be promptly submitted to the Architect/Engineer for approval Where the Contractor has not taken action, but has notified Architect/Engineer of an emergency threatening injury to persons or damage to the work of any adjoining property, he shall act as instructed or authorized by the Architect/Engineer The amount of reimbursement claimed by the Contractor on account of any emergency action shall be determined in the manner provided in Paragraph 17 of the General Conditions 14 Inspection The authorized representatives and agents of the Colorado Department of Local Affairs shall be permitted to inspect all work, materials, payrolls, records of personnel, invoices of materials, and other relevant data and records 15 Reports, Records, and Data The Contractor shall submit to the County such schedule of quantities and costs, progress schedule, payrolls, reports, estimates, records, and other data as the County may request concerning work performed or to be performed under this contract 16 Superintendence by Contractor At the site of the work the Contractor shall employ a construction superintendent or foreman who shall have full authority to act for the Contractor It is understood that such representative BID NO B1800072 Page 18 BID NO 18000072 Page 803 of 828 shall be acceptable to the Architect/Engineer and shall be one who can be continued in that capacity for the particular job involved unless he ceases to be on the Contractor's payroll 17. Changes in Work No changes in the work covered by the approved Contractor Documents shall be made without having prior written approval of the County Charges or credits for the work covered by the approved change shall be determined by one or more of the following methods (a) Unit bid prices previously approved, (b) An agreed lump sum, (c) The actual cost of (1) Labor, including foreman, (2) Materials entering permanently into the work, (3) The ownership or rental cost of construction plant and equipment during the time of use on the extra work, (4) Power and consumable supplies for the operation of power equipment, (5) Insurance, (6) Social Security and old age and unemployment contributions To the cost under (c) there shall be added a fixed fee to be agreed upon but not to exceed fifteen (15%) of the actual cost of the work The fee shall be compensation to cover the cost of supervision, overhead, bond, profit and any other general expenses 18 Extras Without invalidating the contract, the County may order extra work or make changes by altering, adding to or deducting from the work, the contract sum being adjusted accordingly, and the consent of the Surety being first obtained where necessary or desirable All the work of the kind bid upon shall be paid for at the price stipulated in the proposal, and no claims for any extra work or materials shall be allowed unless the work is ordered in writing by the County or its Architect/Engineer, acting officially for the County, and the price is stated in such order 19 Time for Completion and Liquidated Damages It is hereby understood and mutually agreed, by and between the Contractor and the County, that the date of beginning and the time for completion as specified in the Contract of the work to be done hereunder are ESSENTIAL CONDITIONS of this Contract, and it is further mutually understood and agreed that the work embraced in this contract shall be commenced on a date to be specified in the "Notice to Proceed " The Contractor agrees that said work shall be prosecuted regularly, diligently, and uninterruptedly at such rate of progress as will insure full completion thereof within the time specified It is expressly understood and agreed, by and between the Contractor and the County, that the time for the completion of the work described herein is a reasonable time for the completion of the same, taking into consideration the average climatic range and usual industrial conditions prevailing in this locality If the said Contractor shall neglect, fail or refuse to complete the work within the time herein specified, or any proper extension thereof granted by the County, then the Contractor does hereby agree, as a part consideration for the awarding of this Contract, to pay the County the amount specified in the Contract, not as a penalty but as liquidated damages for such breach of Contract as hereinafter set forth, for each and every calendar day that the Contractor shall be in default after the time stipulated in the Contract for completing the work BID NO B1800072 Page 19 BID NO 18000072 Page 804 of 828 The said amount is fixed and agreed upon by and between the Contractor and the County because of the impracticability and extreme difficulty of fixing and ascertaining the actual damages the County would in such event sustain, and said amount is agreed to be the amount of damages which the County would sustain and said amount shall be retained from time to time by the County from current periodical estimates It is further agreed that time is of the essence of each and every portion of this Contract and of the specifications wherein and definite and certain length of time is fixed for the performance of any act whatsoever, and where under the Contract an additional time is allowed for the completion of any work, the new time limit fixed by such extension shall be of the essence of this Contract, PROVIDED, that the Contractor shall not be charged with liquidated damages or any excess cost when the County determines that the Contractor is without fault and the Contractor's reasons for the time extension are acceptable to the County, PROVIDED, FURTHER, that the Contractor shall not be charged with liquidated damages or any excess cost when the delay in completion of the work is due (a) To any preference, priority or allocation order duly issued by the Local Public Agency, (b) To unforeseen cause beyond the control and without the fault or negligence of the Contractor, including, but not restricted to, acts of God, or the public enemy, acts of the County, acts of another Contractor in the performance of a contract with the County, fires, floods, epidemics, quarantine restrictions, strikes, freight embargoes, and severe weather, and (c) To any delays of Subcontractors or suppliers occasioned by any of the causes specified in subsections (a) and (b) of this article PROVIDED, FURTHER, that the Contractor shall, within ten (10) days from the beginning of such delay, unless the County shall grant a further period of time prior to the date of final settlement of the contract, notify the County, in writing, of the cause of the delay, shall ascertain the facts and extent of the delay and notify the Contractor within a reasonable time of its decision in the matter 20. Correction of Work All work, all materials, whether incorporated in the work or not, all processes of manufacture, and all methods of construction shall be at all times and places subject to the inspection of the Architect/Engineer who shall be the final judge of the quality and suitability of the work, materials, processes of manufacture, and methods of construction for the purposes for which they are used Should they fail to meet his approval they shall be forthwith reconstructed, made good, replaced and/or corrected as the case may be, by the Contractor at his own expense Rejected material shall immediately be removed from the site If, in the opinion of the Architect/ Engineer, it is undesirable to replace any defective or damaged materials or to reconstruct or correct any portion of the work injured or not performed in accordance with the Contract Documents, the compensation to be paid to the Contractor hereunder shall be reduced by such amount as in the judgment of the Architect/Engineer shall be equitable 21 Subsurface Conditions Found Different Should the Contractor encounter subsurface and/or latent conditions at the site materially differing from those shown on the Plans or indicated in the Specifications, he shall immediately give notice to the Architect/Engineer of such conditions before they are disturbed The Architect/Engineer will thereupon promptly investigate the conditions, and if he finds that they materially differ from those shown on the Plans or indicated in the Specifications, he will at once make such changes in the Plans and/or Specifications as he may find necessary, any increase BID NO B1800072 Page 20 BID NO 18000072 Page 805 of 828 or decrease of cost resulting from such changes to be adjusted in the manner provided in Paragraph 17 of the General Conditions 22 Claims for Extra Cost No claim for extra work or costs shall be allowed unless the same was done in pursuance of a written order of the Architect/Engineer approved by the County, as aforesaid, and the claim presented with the first estimate after the changed or extra work is done When work is performed under the terms of subparagraph 17(c) of the General Conditions, the Contractor shall furnish satisfactory bills, payrolls and vouchers covering all items of cost and when requested by the County, give access to accounts relating thereto 23 Right of the County to Terminate Contract In the event that any of the provisions of this Contract are violated by the Contractor, or by any of his subcontractors, the County may serve written notice upon the Contractor and the Surety of its intention to terminate the Contract, such notices to contain the reason for such intention to terminate the Contract, and unless within (10) days after the serving of such notice upon the Contractor, such violation or delay shall cease and satisfactory arrangement of correction be made, the Contract shall, upon the expiration of said ten (10) days, cease and terminate In the event of any such termination, the County shall immediately serve notice thereof upon the Surety and the Contractor and the Surety shall have the right to take over and perform the Contract, provided, however, that if the Surety does not commence performance thereof within ten (10) days from the date of the mailing to such Surety Contractor and his Surety shall be liable to the County for any excess cost occasioned the County thereby, and in such event the County may take possession of and utilize in completing the work, such material, appliances, and plant as may be on the site of the work and necessary therefore 24 Construction Schedule and Periodic Estimates Immediately after execution and delivery of the Contract, and before the first partial payment is made, the Contractor shall deliver to the County an estimated construction progress schedule in form satisfactory to the County, showing the proposed dates of commencement and completion of each of the various subdivisions of work required under the Contract Documents and the anticipated amount of each monthly payment that will become due the Contractor in accordance with the progress schedule The Contractor shall also furnish on forms to be supplied by the County (a) a detailed estimate giving a complete breakdown of the contract price and (b) periodic itemized estimates of work done for the purpose of making partial payments thereon The costs employed in making up any of these schedules will be used only for determining the basis of partial payments and will not be considered as fixing a basis for additions to or deductions from the Contract price 25 Payments to Contractor (a) Not later than the 15th day of each calendar month the County shall make a progress payment to the Contractor on the basis of a duly certified and approved estimate of the work performed during the preceding calendar month under this Contract, but to insure the proper performance of this Contract the County may retain five percent (5%) of the amount of each estimate until final completion and acceptance of all work covered by this Contract, PROVIDED, that the Contractor shall submit his estimate not later than the first day of the month, PROVIDED, FURTHER, that the County at any time after fifty percent (50%) of work has been completed, if he finds that satisfactory progress is being made, may make any of the remaining progress payments in full, PROVIDED, FURTHER, that on completion and acceptance of each separate building, public work, or other division of the Contract, on BID NO B1800072 Page 21 BID NO 18000072 Page 806 of 828 which the price is stated separately in the Contract, payment may be made in full, including retained percentages thereon, less authorized deductions (b) In preparing estimates the material delivered on the site preparatory to work done may be taken into consideration (c) All material and work covered by partial payments made shall thereupon become the sole property of the County, but this provision shall not be construed as relieving the Contractor from have been made or the restoration of any damaged work, or as a waiver of the right of the County to require the fulfillment of all the terms of the contract (d) COUNTY'S RIGHT TO WITHHOLD CERTAIN AMOUNTS AND MAKE APPLICATION THEREOF The Contractor agrees that he will indemnify and save the County harmless from all claims growing out of the lawful demands of subcontractors, laborers, workmen, mechanics, material men, and furnishers of machinery and parts thereof, equipment, power tools, and all supplies, including commissary, incurred in the furtherance of the performance of this Contract The Contractor shall, at the County's request, furnish satisfactory evidence that all obligations of the nature hereinabove designated have been paid, discharged, or waived If the Contractor fails so to do, then the County may, after having served written notice on the said Contractor, either pay unpaid bills, of which the County has written, direct or withhold from the Contractor's unpaid compensation a sum of money deemed reasonably sufficient to pay any and all lawful claims until satisfactory evidence is furnished that all liabilities have been fully discharged hereupon payment to the Contractor shall be resumed, in accordance with the terms of this Contract, but in no event shall the provisions of this sentence be constructed to impose any obligations upon the County to either the Contractor or his Surety In paying any unpaid bills of the Contractor, the County shall be deemed the agent of the Contractor, and any payment so made by the County shall be considered as a payment made under the Contract by the County to the Contractor and the County shall not be liable to the Contractor for any such payments made in good faith 26 Acceptance of Final Payment Constitutes Release The acceptance by the Contractor of final payment shall be and shall operate as a release to the County of all claims and all liability to the Contractor for all things done or furnished in connection with this work and for every act and neglect of the County and others relating to or arising out of this work No payment, however, final or otherwise, shall operate to release the Contractor or his sureties from any obligations under this Contract or the Performance and Payment Bond 27 Payments by Contractors The Contractor shall pay (a) for all transportation and utility services not later than the 20th day of the calendar month following that in which such materials, tools, and equipment are delivered at the site of the project, and the balance of the cost thereof, not later than the 30th day following the completion of that part of the work in or on which such materials, tools, and equipment are incorporated or used, and (c) to each of his subcontractors, not later than the 5th day following each payment to the Contractor, the respective amounts allowed the Contractor on account of the work performed by his subcontractors to the extent to each subcontractor's interest therein 28 Insurance The Contractor shall not commence work under this contract until he has obtained all the insurance required under this paragraph and such insurance has been approved by the County, nor shall the Contractor allow any subcontractor to commence work on his subcontract until the insurance required of the subcontractor has been so obtained and approved BID NO B1800072 Page 22 BID NO 18000072 Page 807 of 828 (a) COMPENSATION INSURANCE The Contractor shall procure and shall maintain during the life of his Contract Workmen's Compensation Insurance as required by applicable State law for all of his employees to be engaged in work at the site of the project under this contract and, in case of any such work sublet, the Contractor shall require the subcontractor similarly to provide Workmen's Compensation Insurance for all of the latter's employees to be engaged in such work unless such employees are covered by the protection afforded by the Contractor's Workmen's Compensation Insurance In case any class of employees engaged in hazardous work on the project under this Contract is not protected under the Workmen's Compensation Statute, the Contractor shall provide and shall cause each subcontractor to provide adequate employer's liability insurance for the protection of such of his employees as are not otherwise protected (b) CONTRACTOR'S PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AND VEHICLE LIABILITY INSURANCE The Contractor shall procure and shall maintain during the life of this Contract Contractor's Public Liability Insurance, Contractor's Property Damage Insurance and Vehicle Liability Insurance in the amounts specified in the Supplemental General Conditions (c) SUBCONTRACTOR'S PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AND VEHICLE LIABILITY INSURANCE The Contractor shall either (1) require each of his subcontractors to procure and to maintain during the life of his subcontract, Subcontractor's Public Liability and Property Damage Insurance and Vehicle Liability Insurance of the type and in the amounts specified in the Supplemental General Conditions specified in subparagraph (b) hereof, (2) insure the activities of his policy specified in subparagraph (b) hereof (d) SCOPE OF INSURANCE AND SPECIAL HAZARDS The insurance required under subparagraphs (b) and (c) hereof shall provide adequate protection for the Contractor and his subcontractors, respectively, against damage claims which may arise from operations under this Contract, whether such operations be by the insured or by anyone directly or indirectly employed by him and, also against any of the special hazards which may be encountered in the performance of this contract as enumerated in the Supplemental General Conditions (e) BUILDER'S RISK INSURANCE (FIRE & EXTENDED COVERAGE) Until the project is completed and accepted by the County, the County, or Contractor (at the County's option as indicated in the Supplemental General Conditions, Form (HUD -4238-N) is required to maintain Builder's Risk Insurance (fire and extended coverage) on a 100 percent completed value basis on the insurable portion of the project for the benefit of the County, the Contractor, subcontractors as their interests may appear The Contractor shall not include any costs for Builder's Risk Insurance (fire and extended coverage) premiums during construction unless the Contractor is required to provide such insurance, however, this provision shall not release the Contractor from his obligation to complete, according to plans and specifications, the project covered by the Contract, and the Contractor and his Surety shall be obligated to full performance of the Contractor's undertaking (f) PROOF OF CARRIAGE OF INSURANCE The Contractor shall furnish the County with certificates showing the type, amount, class of operations covered, effective dates and date of expiration of policies Such certificates shall also contain substantially the following statement "The insurance covered by this certificate will not be canceled or materially altered, except after (10) days written notice has been received by the County " 29 Contract Security The Contractor shall furnish a performance bond in an amount at least equal to one hundred percent (100%) of the contract prices as security for the faithful performance of this Contract and also a payment bond in an amount not less than one hundred percent (100%) of the BID NO B1800072 Page 23 BID NO 18000072 Page 808 of 828 contract price or in a penal sum not less than that prescribed by State, territorial or local law, as security for the payment of all persons performing labor on the project under this Contract and furnishing materials in connection with this Contract The performance bond and the payment bond may be in one or in a separate instrument in accordance with local law 30 Additional or Substitute Bond If at any time the County for justifiable cause shall be or become dissatisfied with any surety or sureties, then upon the Performance or Payment Bonds, the Contractor shall within five (5) days after notice from the County so to do, substitute an acceptable bond (or bonds) in such form and sum and signed by other surety or sureties as may be satisfactory to the County The premiums on such bonds shall be paid by the Contractor No further payments shall be deemed due nor shall be made until the new surety or sureties shall have furnished such an acceptable bond to the County 31 Assignments The Contractor shall not assign the whole or any part of this Contract or any monies due or to become due hereunder without consent of the County In case the Contractor assigns all or any part of any monies due or to become due under this contract, the instrument of assignment shall contain a clause substantially to the effect that it is agreed that the right of the assignee in and to any monies due or become due to the Contractor shall be subject to prior claims of all persons, firms, and corporations of services rendered or materials supplied for the performance of the work called for in this Contract 32 Mutual Responsibility of Contractors If, through acts of neglect on the part of the Contractor, any other Contractor or any subcontractor shall suffer loss or damage on the work, the Contractor agrees to settle with such other Contractors or subcontractors by agreement or arbitration if such other Contractor or subcontractor will so settle If such other Contractor or subcontractor shall assert any claim against the County on account of any damage alleged to have been sustained, the County shall notify the Contractor, who shall indemnify and save harmless the County against any such claim 33 Separate Contract The Contractor shall coordinate his operations with those of other Contractors Cooperation will be required in the arrangement for the storage of materials and in the detailed execution of the work The Contractor, including his subcontractors, shall keep informed of the progress and the detail work of other Contractors and shall notify the Architect/Engineer immediately of lack of progress or defective workmanship on the part of other Contractors Failure of a Contractor to keep informed of the work progressing on the site and failure to give notice of lack of progress or defective workmanship by others shall be construed as acceptance by him of the status of the work as being satisfactory for proper coordination with his on work 34 Subcontracting (a) The Contractor may utilize the services of specialty subcontractors on those parts of the work which, under normal contracting practices, are performed by specialty sub- contractors (b) The Contractor shall not award any work to any subcontractor without prior written approval of the County, which approval will not be given until the Contractor submits to the County a written statement concerning the proposed award to the subcontractor, which statement shall contain BID NO B1800072 Page 24 BID NO 18000072 Page 809 of 828 (c) The Contractor shall be as fully responsible to the County for the acts and omissions of his subcontractors, and of persons either directly or indirectly employed by them, as he is for the acts and omissions of persons employed by him (d) The Contractor shall cause appropriate provisions to be inserted in all subcontracts relative to the work to bind subcontractors to the Contract by the terms of the General Conditions and other contract documents insofar as applicable to the work of subcontractors and to give the Contractor the same power as regards terminating any subcontract that the County may exercise over the Contractor under any provision of the Contract Documents (e) Nothing contained in this Contract shall create any contractual relation between any subcontractor and the County 35 Architect/Engineer's Authority The Architect/Engineer shall give all orders and directions contemplated under this contract and specifications, relative to the execution of the work The Architect/Engineer shall determine the amount, quality, acceptability, and fitness of the several kinds of work and materials which are to be paid for under this Contract and shall decide all questions which may arise in relation to said work and the construction thereof The Architect/Engineer's estimates and decisions shall be final and conclusive, except as herein otherwise expressly provided In case any question shall arise between the parties hereto relative to said Contract or specifications, the determination or decisions of the Architect/Engineer shall be a condition precedent to the right of the Contractor to receive any money or payment for work under this Contract affected in any manner to any extent by such question The Architect/Engineer shall decide the meaning and intent of any portion of the specifications and of any plans or drawings where the same may be found obscure or be in dispute Any differences or conflicts in regard to their work which may arise between the Contractor under this Contract and other Contractors performing work for the County shall be adjusted and determined by the Architect/Engineer 36 Stated Allowances The Contractor shall include in his proposal the cash allowances stated in the Supplemental General Conditions The Contractor shall purchase the "Allowed Materials" as directed by the County on the basis of competitive bids If the actual price for purchasing the "Allowed Materials" is more or less than the "Cash Allowance," the contract price shall be adjusted accordingly The adjustment in contract price shall be made on the basis of the purchase price without additional charges for overhead, profit, insurance or any other incidental expenses The cost of installation of the "Allowed Materials" shall be included in the applicable sections of the Contract Specifications covering this work 37. Use of Premises and Removal of Debris The Contractor expressly undertakes at his own expense (a) to take every precaution against injuries to persons or damage to property, (b) to store his apparatus, materials, supplies and equipment in such orderly fashion at the site of the work as will not unduly interfere with the progress of his work or the work of any other contractors, (c) to place upon the work or any part thereof only such loads as are consistent with the safety of that portion of the work, (d) to clean up frequently all refuse, rubbish, scrap materials, and debris caused by his operations, to the end that at all times the site of the work shall present a neat, orderly and workmanlike appearance, BID NO B1800072 Page 25 BID NO 18000072 Page 810 of 828 (e) before final payment to remove all surplus material, false -work, temporary structures, including foundations thereof, plant of any description and debris of every nature resulting from his operations, and to put the site in a neat, orderly condition, and (f) to effect all cutting, fitting or patching of his work required to make the same to conform to the plans and specifications and, except with the consent of the Architect/Engineer, not cut or otherwise alter the work of any other Contractor 38 Quantities of Estimate Wherever the estimated quantities or work to be done and materials to be furnished under this contract are shown in any of the documents including the proposal, they are given for use in comparing bids and the right is especially reserved except as herein otherwise specifically limited, to increase or diminish them as may be deemed reasonably necessary or desirable by the County to complete the work contemplated by this Contract, and such increase or diminution shall in no way vitiate this Contract, nor shall any such increase or diminution give cause for , , claims or liability for damages 39 Lands and Right-of=Way Prior to the start of construction, the County shall obtain lands and rights -of -way necessary for the carrying out and completion of work to be performed under this contract 40. General Guaranty Neither the final certificate of payment nor any provision in the Contract Documents, nor partial or entire occupancy of the premises by the County, shall constitute an acceptance of work not done in accordance with the Contract Documents or relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship The Contractor shall remedy any defects in the work and pay for any damage to other work resulting therefrom, which shall appear within a period of one year from the date of final acceptance of work unless a longer period is specified The County will give notice of defects with reasonable promptness 41. Conflicting Conditions Any provisions of the Contract Documents which may be in conflict or inconsistent with any of the paragraphs in these General Conditions shall be void to the extent of such conflict or inconsistency 42 Notice and Service Thereof Any notice to any Contractor from the County relative to any part of this Contract shall be in writing and considered delivered and the service thereof completed, when said notice is posted, by certified or registered mad, to said Contractor at his last given address, or delivered in person to the said Contractor or his authorized representative on the work 43 Provisions Required by Law Deemed Inserted Each and every provision of law and clause required by law to be inserted in this Contract shall be deemed to be inserted herein and the Contract shall be read and enforced as though it were included herein, and if through mistake or otherwise any provision is not inserted, or is not correctly inserted, then upon the application of either party the Contract shall forthwith be physically amended to make such insertion or correction 44 Protection of Lives and Health "The Contractor shall exercise proper precaution at all times for the protection of persons and property and shall be responsible for all damages to persons or property, either on or off the site, which occur as a result of his prosecution of the work The safety provisions of applicable BID NO B1800072 Page 26 BID NO 18000072 Page 811 of 828 laws and building and construction codes, in addition to specific safety and health regulations described by Chapter XI II, Bureau of Labor Standards, Department of Labor, Part 1518, Safety and Health Regulations for Construction, as outlined in the Federal Register, Volume No 75, Saturday, April 17, 1971 Title 29 - LABOR, shall be observed and the Contractor shall take or cause to be taken, such additional safety and health measures as the Contracting Authority may determine to be reasonably necessary " 45 Subcontracts "The Contractor will insert in any subcontract the Federal Labor Standards Provisions contained herein and such other clauses as the Department of Housing and Urban Development or Colorado Department of Local Affairs may, by instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts which they may enter into, together with a clause requiring this insertion in any further subcontracts that may in turn be made " 46 Interest of Members of or Delegate to Congress No members of or Delegate to Congress shall be admitted to any share or part of this Contract or to any benefit that may arise therefrom, but this provision shall not be construed to extend to this Contract if made with a corporation for its general benefit 47 Other Prohibited Interests No official of the County who is authorized in such capacity and on behalf of the County to negotiate, make, accept or approve, or to take part in negotiating, making, accepting, or approving any architectural, engineering, inspection, construction or material supply contract or any subcontract in connection with the construction of the project, shall become directly or indirectly interested personally in this Contract or in any part hereof No officer, employee, architect, attorney, engineer or inspector of or for the County who is authorized in such capacity and on behalf of the County to exercise any legislative, executive, supervisory or other similar functions in connection with the construction of the project, shall become directly or indirectly interested personally in thistontract or in any part thereof, any material supply contract, subcontract, insurance contract, or any other contract pertaining to the project 48. Use and Occupancy Prior to Acceptance by County The Contractor agrees to the use and occupancy of a portion or unit of the project before formal acceptance by the County, provided the County (a) Secures written consent of the Contractor except in the event, in the opinion of the Architect/Engineer, the Contractor is chargeable with unwarranted delay in final cleanup of such list items or other contract requirements (b) Secures endorsement from the insurance -carrier and consent of the surety permitting occupancy of the building or use of the project during the remaining period of construction, or, (c) When the notice consists of more than one building, and one of the buildings is occupied, secures permanent firm and extended coverage insurance, including a permit to complete construction Consent of the Surety must also be obtained (1) The Contractor will not discriminate against any employee or applicant for employment because of race, creed, color, or national origin The Contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, creed, color, or national origin Such action shall include but not be limited to the following employment, upgrading, demotion, or transfer, recruitment or recruitment advertising, layoff or termination, rates of pay or BID NO B1800072 Page 27 BID NO 18000072 Page 812 of 828 other forms of compensation, and selection for training, including apprenticeship The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause (2) The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration for employment without regard to race, creed, or national origin 49 Photographs of the Project The Contractor shall furnish photographs of the project before, during, and after construction in the quantities and as described in the Supplemental General Conditions 50 Suspension of Work Should the County be prevented or enjoined from proceeding with work either before or after the start of construction by reason of any litigation or other reason beyond the control of the County, the Contractor shall not be entitled to make or assert claim for damage by reason of said delay, but time for completion of the work will be extended to such delay with such time as the County may determine will compensate for time lost by such delay with such determination to be set forth in writing 51 Minimum Wage Rate for Laborers and Mechanics All laborers and mechanics employed upon the work covered by this Contract shall be paid unconditionally and not less often than once each week, and without subsequent deduction or rebate on any account (except such payroll deductions as are made mandatory by law and such other payroll deductions as are permitted by the applicable regulations issued by the Secretary of Labor, United States Department of Labor, pursuant to the Anti -Kickback Act hereinafter identified), the full amount due at time of payment computed at wage rates not less than those contained in the wage determination decision of said Secretary of Labor (a copy of which is attached and herein incorporated to reference), regardless of any contractual relationship which may be alleged to exist between the Contractor or any subcontractor and such laborers and mechanics All laborers and mechanics employed upon such work shall be paid in cash, except that payment may be by check if the employer provides or secures satisfactory facilities approved by the Local Public Agency for the cashing of the same without cost of expense to the employee For the purpose of this clause, contributions made or costs reasonably anticipated under Section 1(b) (2) of the Davis -Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of Section 5 5(a)(1)(iv) of Title 29, Code of Federal Regulations Also for the purpose of this clause, regular contributions made or costs incurred for more than a weekly period under plans, funds, or programs, but covering the particular weekly period, are deemed to be constructively made or incurred during such weekly period 52 Underpayment of Wages or Salaries In case of underpayment of wages by the Contractor or by any subcontractor to laborers or mechanics employed by the Contractor or subcontractor upon the work covered by this Contract, the Local Public Agency or in addition to such other rights as may be afforded it under this Contract shall withhold from the Contractor, out of any payments due the Contractor, so much thereof as the Local Public Agency may consider necessary to pay such laborers or mechanics the full amount of ages required by this Contract The amount so withheld may be disbursed by the Local Public Agency for and on account of the Contractor or the subcontractor (as may be appropriate), to the respective laborers or mechanics to whom the same is due or BID NO B1800072 Page 28 BID NO 18000072 Page 813 of 828 on their behalf to plans, funds, or programs for any type of fringe benefit prescribed in the applicable wage determination 53 Anticipated Costs of Fringe Benefits If the Contractor does not make payments to a trustee or other third person, he may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing fringe benefits under a plan or program of a type expressly listed in the wage determination decision of the Secretary of Labor which is a part of this Contract, provided, however, the Secretary of Labor has found,'upon the written request of the Contractor, that the applicable standards of the Davis -Bacon Act have been met The Secretary of Labor may require the Contractor to set aside in a separate account, assets for the meeting of obligations under the plan or program A copy of any findings made by the Secretary of Labor in respect to fringe benefits being provided by the Contractor must be submitted to the Local Public Agency with the first payroll filed by the Contractor subsequent to receipt of the findings 54 Overtime Compensation Required by Contract Work Hours and Safety Standards Act (76 Stat 357-360. Title 40 U.S C , Sections 327-332) (a) OVERTIME REQUIREMENTS No Contractor or subcontractor contracting for any part of the Contract work which may require or involve the employment of laborers or mechanics, including watchmen and guards, shall require or permit any laborer or mechanic in any workweek rn which he is employed on such or to work in excess of 40 hours in such workweek unless such laborer or mechanic received compensation at a rate not less than one and one-half times his basic rate of pay for all hours worked in excess of 40 hours in such work week, as the case may be (b) VIOLATION LIABILITY FOR UNPAID WAGES LIQUIDATED DAMAGES In the event of any violation of the clause set forth in paragraph (a), the Contractor and any subcontractor responsible therefor shall be liable to any affected employee for his unpaid wages In addition, such Contractor and subcontractor shall be liable to the United States for liquidated damages Such liquidated damages shall be computed with respect to each individual laborer or mechanic employed in violations of the clause set forth in paragraph (a), in the sum of $10 for each calendar day on which such employee was required or permitted to work in excess of the standard workweek of 40 hours without payment of the overtime wages required by the clause set forth in paragraph (a) (c) WITHHOLDING FOR LIQUIDATED DAMAGES The Local Public Agency shall withhold or cause to be withheld, from any monies payable on account of work performed by the Contractor or subcontractor, such sums as may administratively be determined to be necessary to satisfy any liabilities of such Contractor or subcontractor for liquidated damages as provided in the clause set forth in paragraph (b) (d) SUBCONTRACT The Contractor shall insert in any subcontract the clauses set forth in paragraphs (a), (b), and (c) of this Section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts which they may enter into, together with a clause requiring this insertion in any further subcontracts that may in turn be made 55 Employment or Apprentices/Trainees (a) APPRENTICES will be permitted to work at less than the predetermined rate for the work they performed when they are employed and individually registered in a bona fide apprenticeship program registered with the U S Department of Labor, Manpower Administration, Bureau of Apprenticeship and Training, or with a State Apprenticeship Agency recognized by the Bureau, or if a person is employed in his first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Bureau of BID NO 81800072 Page 29 BID NO 18000072 Page 814 of 828 Apprenticeship and Training or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice The allowable ratio of apprentices to ,journeymen in any craft classification shall not be greater than the ratio permitted to the contractor as to his entire work force under the registered program Any employee listed on a payroll at an apprentice wage rate, who is not a trainee as defined in subdivision (b) of this subparagraph or is not registered or otherwise employed as stated above, shall be paid the wage rate determined by the Secretary of Labor for the classification of work he actually performed The contractor or subcontractor will be required to furnish to the contracting officer or a representative of the Wage -Hour Division of the U S Department of Labor written evidence of the registration of his program and apprentices as well as the appropriate ratios and wage rates (expressed in percentages of the journeyman hourly rates), for the area of construction prior to using any apprentices on the contract work The wage rate paid apprentices shall be not less than the appropriate percentage of the journeyman's rate contained in the applicable wage determination (b) TRAINEES Except as provided in 29 CFR 5 15, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification, by the U S Department of Labor, Manpower Administration, Bureau of Apprentice and training The ratio of trainees to journeymen shall not be greater than permitted under the plan approved by the Bureau of Apprenticeship and Training Every trainee must be paid at not less than the rate specified in the approved program for his level of progress Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Bureau of Apprenticeship and Training shall be paid not less than the wage rate determined by the Secretary of Labor for the classification of work he actually performed The contractor or subcontractor will be required to furnish the contracting officer or a representative of the Wage -Hour Division of the U S Department of Labor written evidence of the certification of his program, the registration of the trainees, and the ratios and wage rates prescribed in that program In the event the Bureau of Apprenticeship and Training withdraws approval of a training program, the contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved (c) EQUAL EMPLOYMENT OPPORTUNITY The utilization of apprentices, trainees and journeymen under this part shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR Part 30 56 Section 3 (a) The work to be performed under this contract is subject to the requirements of Section 3 of the Housing and Urban Development Act of 1968, as amended, 12 U S C 70u (Section 3) The purpose of Section 3 is to ensure that employment and other economic opportunities generated by HUD assistance or HUD -assisted projects covered by Section 3, shall, to the greatest extent feasible, be directed to low and very low-income persons, particularly persons who are recipients of HUD assistance for housing (b) The parties to this contract agree to comply with HUD's regulations in 24 CFR part 135, which implement Section 3 As evidenced by their execution of this contract, the parties to this contract certify that they are under no contractual or other impediment that would prevent them from complying with the part 135 regulations (c) The contractor agrees to send to each labor organization or representative of workers with which the contractor has a collective bargaining agreement or other understanding, if any, a notice advising the labor organization or workers' representative of the contractor's commitments under this Section 3 clause, and will post copies of the notice in conspicuous places at the work site where both employees and applicants for training and employment BID NO B1800072 Page 30 BID NO 18000072 Page 815 of 828 positions can see the notice The notice shall describe the Section 3 preference, shall set forth minimum number and job titles subject to hire, availability of apprenticeship and training positions, the qualifications for each, and the name and location of the persons) taking applications for each of the positions, and the anticipated date the work shall begin (d) The contractor agrees to include this Section 3 clause in every subcontract subject to compliance with regulations in 24 CFR part '135, and agrees to take appropriate action, as provided in an applicable provision of the subcontract or in this Section 3 clause, upon a finding that the subcontractor is in violation of the regulations in 24 CFR part 135 The contractor will not subcontract with any subcontractor where the contractor has notice or knowledge that the subcontractor has been found in violation of the regulations in 24 CFR part 135 (e) The contractor will certify that any vacant employment positions, including training positions, that are filled (1) after the contractor is selected but before the contract is executed, and (2) with persons other than those to whom the regulations of 24 CFR part 135 require employment opportunities to be directed, were not filled to circumvent the contractor's obligations under 24 CFR part 135 (f) Noncompliance with HUD's regulations in 24 CFR part 135 may result in sanctions, termination of this contract for default, and debarment or suspension from future HUD assisted contracts (g) With respect to work performed in connection with Section 3 covered Indian housing assistance, section 7(b) of the Indian Self -Determination and Education Assistance Act (25 U S C 450e) also applies to the work to be performed under this contract Section 7(b) requires that to the greatest extent feasible (i) preference and opportunities for training and employment shall be given to Indians, and (ii) preference in the award of contracts and subcontracts shall be given to Indian organizations, and Indian -owned Economic Enterprises Parties to this contract that are subject to the provisions of Section 3 and section 7(b) agree to comply with Section 3 to the maximum extent feasible, but not in derogation of compliance with section 7(b) 57 Employment of Certain Persons Prohibited No person under the age of sixteen years and no person who, at the time, is serving sentence in a penal or correctional institution shall be employed on the work covered in this Contract 58. Regulations Pursuant to So -Called "Anti -Kickback Act" The Contractor shall comply with the applicable regulations (a copy of which is attached and herein incorporated by reference) of the Secretary of Labor, United States Department of Labor, made pursuant to the so-called "Anti -Kickback Act" of June 13, 1934 (48 Stat 948 62 Stat 862, Title U S C , Section 874, and Title 40 U S C Section 276c), and any amendments or modifications thereof, shall cause appropriate provisions to be inserted in subcontracts to insure compliance therewith by all subcontractors subject thereto, and shall be responsible for the submission of affidavits required by the subcontractors thereunder, except as said Secretary of Labor may specifically provide for reasonable limitations, variations, tolerances, and exemptions from the requirements thereof 59. Employment of Laborers or Mechanics Not Listed in Aforesaid Wage Determination Decision Any class of laborers or mechanics which is not listed in the wage determination and which is to be employed under the Contract will be classified or reclassified conformably to the wage determination by the Local Public Agency and a report of the action taken shall be submitted by the Local Public Agency through the State Department of Local Affairs to the Secretary of Labor, United States Department of Labor In the event the interested parties cannot agree on BID NO B1800072 Page 31 BID NO 18000072 Page 816 of 828 the proper classification or reclassification of a particular class of laborers and mechanics to be used, the question accompanied by the recommendation of the Local Public Agency shall be referred through the State Department of Local Affairs to the Secretary of Labor for final determination 60 Fringe Benefits Not Expressed as Hourly Wage Rates The Local Public Agency shall require, whenever the minimum wage rate prescribed in the Contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly wage rate and the Contractor is obligated to pay cash equivalent of such a fringe benefit, an hourly cash equivalent thereof to be established In the event the interested parties cannot agree upon a cash equivalent of the fringe benefit, the question, accompanied by the recommendation of the Local Public Agency, shall be referred to the Secretary of Labor for determination 61 Posting Wage Determination Decisions and Authorized Wage Deductions The applicable wage poster of the Secretary of Labor, United States Department of Labor, and the applicable wage determination decisions of said Secretary of Labor with respect to the various classifications of laborers and mechanics employed and to be employed upon the work covered by this Contract, and a statement showing all deductions, if any, in accordance with the provisions of this Contract, to be made from wages actually earned by persons so employed or to be employed under such classifications, shall be posted at appropriate conspicuous points at the site of the work 62 Complaints, Proceedings, or Testimony by Employees No laborer or mechanic to whom the wage, salary, or other labor standards provisions of this Contract are applicable shall be discharged or in any other manner discriminated against by the Contractor or any subcontractor because such employee has filed any complaint or instituted or caused to be instituted any proceeding or has testified or is about to testify in any proceeding under or relating to the labor standards applicable under this Contract to his employer 63 Claims and Disputes Pertaining to Wage Rates Claims and disputes pertaining to wage rates or to classifications of laborers and mechanics employed upon the work covered by this Contract shall be promptly reported by the Contractor in writing to the Local Public Agency or Public Body for referral to the Secretary of Labor, United States Department of Labor, whose decision shall be final with respect thereto 64. Questions Concerning Certain Federal Statutes and Regulations All questions arising under this Contract which relate to the application or interpretation of (a) the aforesaid Anti -Kickback Act, (b) the Contract Work Hours and Safety Standards Act, c) the aforesaid Davis -Bacon Act, (d) the regulations issued by the Secretary of Labor, United States Department of Labor, pursuant to said Acts, or (e) the labor standards provisions of any other pertinent Federal statute, shall be referred through the Local Public Agency and to the Secretary of Labor, United States Department of Labor, for said Secretary's appropriate ruling or interpretation which shall be authoritative and may be relied upon for the purposes of this Contract 65 Payrolls and Basic Payroll Records of Contractor and Subcontractors The Contractor and each subcontractor shall prepare his payrolls on forms satisfactory to and in accordance with instructions to be furnished by the Local Public Agency or Public Body The Contractor shall submit WEEKLY to the Local Public Agency or Public Body certified copies of all payrolls of the Contractor and of the subcontractors, it being understood that the Contractor BID NO 81800072 Page 32 BID NO 18000072 Page 817 of 828 shall be responsible for the submission of copies of payrolls of all subcontractors Each such payroll shall contain the "Weekly Statement of Compliance" set forth in Section 3 3 of Title 29, Code of Federal Regulations The payrolls and basic payroll records of the Contractor and each subcontractor covering all laborers and mechanics employed upon the work covered by this Contract shall be maintained during the course of the work and preserved for a period of 5 years thereafter Such payrolls and basic payroll records shall contain the name and address of each such employee, their correct classification, rate of pay (including rates of contributions or costs anticipated, of the types described in Section 1(b)(2) of the Davis -Bacon Act,) daily and weekly number of hours worked, deductions made, and actual wages paid In addition, whenever the Secretary of Labor has found under Section 5 5(a)(1)(iv) of Title 29, Code of Federal Regulations, that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in Section 1(b)(2)(B) of the Davis -Bacon Act, the Contractor or subcontractor shall maintain records which shows that the commitment to provide such benefits is enforceable, that the plan of program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits The Contractor and each subcontractor shall make his employment records with respect to persons employed by him upon the work covered by this Contract available for inspection by authorized representatives of the Secretary of Housing and Urban Development, The Colorado Department of Local Affairs, the Local Public Agency, and the United States Department of Labor Such representatives shall be permitted to interview employees of the Contractor or of any subcontractor during working hours on the job 66 Specific Coverage of Certain Types of Work by Employees The transporting of materials and supplies to or from the site of the Project or Program to which this Contract pertains by the employees of the Contractor or of any subcontractor, and the manufacturing or furnishing of materials, articles, supplies, or equipment on the site of the Project or Program to which this Contract pertains by persons employed by the Contractor or by any subcontractor, shall, for the purposes of this Contract, and without limiting the generality of the foregoing provisions of this Contract, be deemed to be work to which these Federal Labor Standards Provisions are applicable 67 Ineligible Subcontractors The Contractor must certify that none of the subcontractors are ineligible or debarred through HUD or the General Services Administration 68 Provisions to be Included in Certain Subcontracts The Contractor shall include or cause to be included in each subcontract covering any of the work covered by this Contract, provisions which are consistent with these Federal Labor Standards Provisions and also a clause requiring the subcontractors to include such provisions in any lower tier subcontracts which they may enter into, together with a clause requiring such insertion in any further subcontracts that may in turn be made 69 Breach of Foregoing Federal Labor Standards Provisions In addition to the causes for termination of this Contract as herein elsewhere set forth, the Local Public Agency reserves the right to terminate this Contract if the Contractor or any subcontractor whose subcontract covers any of the work covered by this Contract shall breach any of these Federal Labor Standards Provisions A breach of these Federal Labor Standards Provisions may also be grounds for debarment as provided by the applicable regulations issued by the Secretary of Labor, United States Department of Labor BID NO B1800072 Page 33 BID NO 18000072 Page 818 of 828 70 Employment Practices The Contractor (1) shall, to the greatest extent practicable, follow hiring and employment practices for work on the project which will provide new job opportunities for the unemployed and underemployed, and (2) shall insert or cause to be inserted the same provision in each construction subcontract 71 Contract Termination, Debarment A breach of Section 45 and the Federal Labor Standards Provisions, may be grounds for termination of the contract, and for debarment as provided in 29 CFR 5 6 72 Public Contract for Services — Employment Eligibility Verification In accordance with C R S 8-17 5-101 and 102, the Contractor certifies through execution of this Contract that it will not knowingly employ or contract with an illegal alien who will perform work under this Contract (a) The Contractor will participate in the E -Verify Program, the employment verification program established by the Colorado Department of Labor and Employment, in order to confirm the employment eligibility of all employees who are newly hired for employment to perform work under this contract (b) The Contractor shall notify the County and the Colorado Department of Labor and Employment of its participation in the employment verification program (c) The Contractor shall not enter into a contract with a subcontractor that fails to certify TO THE CONTRACTOR they THE SUBCONTRACTOR shall not knowingly employ or contract with an illegal alien to perform work under THIS Contract or use either the E -Verify Program or Colorado Department of Labor and Employment verification program procedures to undertake pre -employment screening of job applicants while the contract is being performed (d) If the Contractor obtains actual knowledge that a subcontractor knowingly employs or contracts with an illegal alien, the Contractor is required to (1) Notify the subcontractor and the Department of Local Affairs within three days of obtaining actual knowledge of the employment or contract with an illegal alien (2) Terminate the subcontract if within three days of receiving the notice the subcontractor does not stop employing or contracting with the illegal alien unless, during such three days, the subcontractor provides information that it did not knowingly employ or contract with an illegal alien (3) Comply with any reasonable request by the Colorado Department of Labor and Employment in the course of an investigation pursuant to authority established pursuant to CRS§8-17 5-102(5)(a) (e) The Department of Local Affairs or the County may terminate this Contract for any violation of this provision and the Contractor shall be liable for actual and consequential damages to the Department of Local Affairs and the County 73 Subcontracting with Small and Minority Firms, Women's Business Enterprise, and Labor Surplus Area Firms The Contractor shall take the following steps to ensure that, whenever possible, subcontracts are awarded to small business firms, minority firms, women's business enterprises, and labor - surplus area firms (a) Placing qualified small and minority businesses and women's business enterprises on solicitation lists, (b) Ensuring that small and minority businesses and women's business enterprises are solicited whenever they are potential sources, BID NO B1800072 Page 34 BID NO 18000072 Page 819 of 828 (c) Dividing total requirements, when economically feasible, into smaller tasks or quantities to permit maximum participation by small and minority businesses and women's business enterprises, (d) Establishing delivery schedules, where the requirements of the contract permit, which encourage participation by small and minority businesses and women's business enterprises, and (e) Using the services and assistance of the U S Small Business Administration, the Minority Business Development Agency of the U S Department of Commerce, and State and local governmental small business agencies BID NO B1800072 Page 35 BID NO 18000072 Page 820 of 828 Federal Labor Standards Provisions U.S Department of Housing and Urban Development Applicability The Project or Program to which the construction work covered by this contract pertains is being assisted by the United States of America and the following Federal Labor Standards Provisions are included in this Contract pursuant to the provisions applicable to such Federal assistance 1 (i) Minimum Wages All laborers and mechanics employed or working upon the site of the work, will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR Part 3), the full amount of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics Contributions made or costs reasonably anticipated for bona fide fringe benefits under Section l(b)(2) of the Davis - Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of 29 CFR 5 5(a)(1)(iv), also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs, which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in 29 CFR 5 5(a)(4) Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein Provided, that the employer's payroll records accurately set forth the time spent in each classification in which work is performed The wage determination (including any additional classification and wage rates conformed under 29 CFR 5 5(a)(1)(ii) and the Davis -Bacon poster (WH- 1321) shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible, place where it can be easily seen by the workers (ii) (a) Any class of laborers or mechanics which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination HUD shall approve an additional classification and wage rate and fringe benefits therefor only when the following criteria have been met (1) The work to be performed by the classification requested is not performed by a classification in the wage determination, and (2) The classification is utilized in the area by the construction industry, and (3) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination (Office of Labor Relations Previous editions are obsolete Page 1 of 5 form HUD -4010 (06/2009) ref Handbook 1344 1 b) If the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and HUD or its designee agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by HUD or _ BID NO B1800072 Page 36 BID NO 18000072 Page 821 of 828 its designee to the Administrator of the Wage and Hour Division, Employment Standards Administration, U S Department of Labor, Washington, D C 20210 The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise HUD or its designee or will notify HUD or its designee within the 30 -day period that additional time is necessary (Approved by the Office of Management and Budget under OMB control number 1215-0140) (c) In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, and HUD or its designee do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), HUD or its designee shall refer the questions, including the views of all interested parties and the recommendation of HUD or its designee, to the Administrator for determination The Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise HUD or its designee or will notify HUD or its designee within the 30 - day period that additional time is necessary (Approved by the Office of Management and Budget under OMB Control Number 1215-0140) (d) The wage rate (including fringe benefits where appropriate) determined pursuant to subparagraphs (1)(n)(b) or (c) of this paragraph, shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification (iii) Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof (iv) If the contractor does not make payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, That the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis - Bacon Act have been met The Secretary of Labor may require the contractor to set aside in a separate account, assets for the meeting of obligations under the plan or program (Approved by the Office of Management and Budget under OMB Control Number 1215-0140) 2 Withholding HUD or its designee shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld from the contractor under this contract or any other Federal contract with the same prime contractor, or any other Federally -assisted contract subject to Davis -Bacon prevailing wage requirements, which is held by the same prime contractor so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract In the event of failure to pay any laborer or mechanic, including any apprentice, trainee or helper, employed or working on the site of the work, all or part of the wages required by the contract, HUD or its designee may, after written notice to the contractor, sponsor, applicant, or County, take such action as may be necessary to cause the suspension of any further payment, BID NO B1800072 Page 37 BID NO 18000072 Page 822 of 828 advance, or guarantee of funds until such violations have ceased HUD or its designee may, after written notice to the contractor, disburse such amounts withheld for and on account of the contractor or subcontractor to the respective employees to whom they are due The Comptroller General shall make such disbursements in the case of direct Davis -Bacon Act contracts 3 (1) Payrolls and basic records Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the work preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work Such records shall contain the name, address, and social security number of each such worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in Section l(b)(2)(B) of the Davis -bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid Whenever the Secretary of Labor has found under 29 CFR 5 5 (a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in Section l(b)(2)(B) of the Davis -Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs (Approved by the Office of Management and Budget under OMB Control Numbers 1215-0140 and 1215-0017) (ii) (a) The contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to HUD or its designee if the agency IS a party to the contract, but if the agency is not such a party, the contractor will submit the payrolls to the applicant sponsor, or County, as the case may be, for transmission to HUD or its designee The payrolls submitted shall set out accurately and completely all of the information required to be maintained under 29 CFR 5 5(a)(3)(i) except that full social security numbers and home addresses shall not be included on weekly transmittals Instead the payrolls shall only need to include an individually identifying number for each employee (e g , the last four digits of the employee's social security number) The required weekly payroll information may be submitted in any form desired Optional Form WH-347 is available for this purpose from the Wage and Hour Division Web site at http //www dol gov/esa/whd/forms/wh347rnstr htm or its successor site The prime contractor is responsible for the submission of copies of payrolls by all subcontractors Contractors and subcontractors shall maintain the full social security number and current address of each covered worker, and shall provide them upon request to HUD or its designee if the agency is a party to the contract, but if the agency is not such a party, the contractor will submit the payrolls to the applicant sponsor, or County, as the case may be, for transmission to HUD or its designee, the contractor, or the Wage and Hour Division of the Department of Labor for purposes of an investigation or audit of compliance with prevailing wage requirements It is not a violation of this subparagraph for a prime contractor to require a subcontractor to provide addresses and social security numbers to the prime contractor for its own records, without weekly submission to HUD BID NO B1800072 Page 38 BID NO 18000072 Page 823 of 828 rrrrrwr dave•ukan+rtmxr �^ vtrir'=�'^ci �.a - -r, .c �-^ �v--�*ss-- -n•--r:1� +�frat�m-wv<-^�,mm.e�.,w,�+..,. or its designee (Approved by the Office of Management and Budget under OMB Control Number 1215-0149) (b) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following A That the payroll for the payroll period contains the information required to be provided under 29 CFR 5 5 (a)(3)(ii), the appropriate information is being maintained under 29 CFR 5 5(a)(3)(i), and that such information is correct and complete, Previous editions are obsolete B That each laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in 29 CFR Part 3, (3) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the contract (c) The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the "Statement of Compliance" required by subparagraph A 3 (ii)(b) (d) The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code (iii) The contractor or subcontractor shall make the records required under subparagraph A 3 (i) available for inspection, copying, or transcription by authorized representatives of HUD or its designee or the Department of Labor, and shall permit such representatives to interview employees during working hours on the job If the contractor or subcontractor fails to submit the required records or to make them available, HUD or its designee may, after written notice to the contractor, sponsor, applicant or County, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5 12 4. Apprentices and Trainees (i) Apprentices Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U S Department of Labor, Employment and Training Administration, Office of Apprenticeship Training, Employer and Labor Services, or with a State Apprenticeship Agency recognized by the Office, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Office of Apprenticeship Training, Employer and Labor Services or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater BID NO B1800072 BID NO 18000072 Page 39 Page 824 of 828 1 than the ratio permitted to the contractor as to the entire work force under the registered program Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed, Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the contractor's or subcontractor's registered program shall be observed Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination In the event the Office of Apprenticeship Training, Employer and Labor Services, or a State Apprenticeship Agency recognized by the Office, withdraws approval of an apprenticeship program, the contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved (ii) Trainees Except as provided in 29 CFR 5 16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant `, to and individually registered in a program which has received prior approval, evidenced by formal certification by the U S Department of Labor, Employment and Training Administration The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by previous editions are obsolete the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the work actually performed In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed In the event the Employment and Training Administration withdraws approval of a training program, the contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved BID NO B1800072 BID NO 18000072 Page 40 Page 825 of 828 (iii) Equal employment opportunity The utilization of apprentices, trainees and journeymen under 29 CFR Part 5 shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR Part 30 5 Compliance with Copeland Act requirements The contractor shall comply with the requirements of 29 CFR Part 3 which are incorporated by reference in this contract 6. Subcontracts The contractor or subcontractor will insert in any subcontracts the clauses contained in subparagraphs 1 through 11 in this paragraph A and such other clauses as HUD or its designee may by appropriate instructions require, and a copy of the applicable prevailing wage decision, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in this paragraph 7. Contract termination, debarment A breach of the contract clauses in 29 CFR 5 5 may be grounds for termination of the contract and for debarment as a contractor and a subcontractor as provided in 29 CFR 5 12 8. Compliance with Davis -Bacon and Related Act Requirements Ali rulings and interpretations of the Davis -Bacon and Related Acts contained in 29 CFR Parts 1, 3, and 5 are herein incorporated by reference in this contract 9. Disputes concerning labor standards Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR Parts 5, 6, and 7 Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and HUD or its designee, the U S Department of Labor, or the employees or their representatives 10. (i) Certification of Eligibility By entering into this Contract, the Contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of Section 3(a) of the Davis - Bacon Act or 29 CFR 5 12(a)(1) or to be awarded HUD contracts or participate in HUD programs pursuant to 24 CFR Part 24 (ii) No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of Section 3(a) of the Davis -Bacon Act or 29 CFR 5 12(a)(1) or to be awarded HUD contracts or participate in HUD programs pursuant to 24 CFR Part 24 (iii) The penalty for making false statements is prescribed in the U S Criminal Code, '18 U S C 1001 Additionally, U S Criminal Code, Section 1 01 0, Title 18, U S C, "Federal Housing Administration transactions", provides in part "Whoever, for the purpose of influencing in any way the action of such Administration makes, BID NO B1800072 BID NO 18000072 Page 41 Page 826 of 828 utters or publishes any statement knowing the same to be false shall be fined not more than $5,000 or imprisoned not more than two years, or both " 11. Complaints, Proceedings, or Testimony by Employees No laborer or mechanic to whom the wage, salary, or other labor standards provisions of this Contract are applicable shall be discharged or in any other manner discriminated against by the Contractor or any subcontractor because such employee has filed any complaint or instituted or caused to be instituted any proceeding or has testified or is about to testify in any proceeding under or relating to the labor standards applicable under this Contract to his employer 12. Contract Work Hours and Safety Standards Act The provisions of this paragraph B are applicable where the amount of the prime contract exceeds $100,000 As used in this paragraph, the terms "laborers" and "mechanics" include watchmen and guards 13 Overtime requirements No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which the individual is employed on such work to work in excess of 40 hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of 40 hours in such workweek 14 Violation, liability for unpaid wages; liquidated damages In the event of any violation of the clause set forth in subparagraph (1) of this paragraph, the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in subparagraph (1) of this paragraph, in the sum of $10 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of 40 hours without payment of the overtime wages required by the clause set forth in sub paragraph (1) of this paragraph 15 Withholding for unpaid wages and liquidated damages HUD or its designee shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contract, or any other Federally -assisted contract subject to the Contract Work Hours and Safety Standards Act which is held by the same prime contractor such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in subparagraph (2) of this paragraph 16. Subcontracts The contractor or subcontractor shall insert in any subcontracts the clauses set forth in subparagraph (1) through (4) of this paragraph and also a clause requiring the BID NO B1800072 Page 42 BID NO 18000072 Page 827 of 828 subcontractors to include these clauses in any lower tier subcontracts The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in subparagraphs (1) through (4) of this paragraph 17 Health and Safety The provisions of this paragraph C are applicable where the amount of the prime contract exceeds $100,000 18 No laborer or mechanic shall be required to work in surroundings or under working conditions which are unsanitary, hazardous, or dangerous to his health and safety as determined under construction safety and health standards promulgated by the Secretary of Labor by regulation 19 The Contractor shall comply with all regulations issued by the Secretary of Labor pursuant to Title 29 Part 1926 and failure to comply may result in imposition of sanctions pursuant to the Contract Work Hours and Safety Standards Act, (Public Law 91-54, 83 Stat 96) 40 USC 3701 et seq 20 The contractor shall include the provisions of this paragraph in every subcontract so that such provisions will be binding on each subcontractor I he contractor shall take such action with respect to any subcontractor as the Secretary of Housing and Urban Development or the Secretary of Labor shall direct as a means of enforcing such provisions Office of Labor Relations Previous editions are obsolete Page 1 of 5 form HUD -4010 (06/2009) ref Handbook 1344 1 BID NO B1800072 Page 43 BID NO 18000072 Page 828 of 828 Hello