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Home My WebLink About20050655.tiff RESOLUTION RE: APPROVE LONG TERM ROAD MAINTENANCE AND IMPROVEMENTS AGREEMENT AND AUTHORIZE CHAIR TO SIGN -ZADEL FAMILY, LLLP WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, the Board has been presented with a Long Term Road Maintenance and ImprovementsAgreement between the County of Weld,State of Colorado, by and through the Board of County Commissioners of Weld County, on behalf of the Department of Public Works,and Zadel Family, LLLP, with terms and conditions being as stated in said agreement, and WHEREAS,after review,the Board deems it advisable to approve said agreement, a copy of which is attached hereto and incorporated herein by reference. NOW,THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado,that the Long Term Road Maintenance and Improvements Agreement between the County of Weld,State of Colorado, by and through the Board of County Commissioners of Weld County, on behalf of the Department of Public Works, and Zadel Family, LLLP, be, and hereby is, approved. BE IT FURTHER RESOLVED by the Board that the Chair be, and hereby is, authorized to sign said agreement. The above and foregoing Resolution was,on motion duly made and seconded,adopted by the following vote on the 28th day of February, A.D., 2005. BOARD OF COUNTY COMMISSIONERS qiE i, WELD COUNTY, COLORADO J � C /i /J V Tsai , �/ William H. rke, Chair ' 4 ty j Jerk to the Board . . i e, ro-Tem Deputy Cler o th- :oard a 'd E. n ` APP A T ORM: IJ--- Robert Masd,e7 County At or ey '44 Glenn Vaad c---._ Date of signature: , x///O3' 2005-0655 EG0052 /V;: ?it), sate f.- O3-z$o5 .. . tlit; MEMORANDUM CTO: Clerk to the Board DATE: February 22, 2005 • COLORADO FROM: Frank B. Hempen, Jr., P.E. Director of Public Works/County Engineer SUBJECT: Agenda Item Long-Term Road Maintenance and Improvements Agreement with Zadel Family LLLP (permitted under the name of Northern Colorado Constructors,Inc., USR-1394) for County Roads 18 and 25. The appropriate documentation is attached. Enclosures pc: Keith Meyer, Engineering Division Manager Donald Carroll, Public Works Engineering Administrator M:\Francie\AgendaDonald.doc • M: \Francie\AgendaDonald. doc 2005-0655 234 COUNTY OF WELD, STATE OF COLORADO LONG-TERM ROAD MAINTENANCE AND IMPROVEMENTS AGREEMENT FOR COUNTY ROADS 18 AND 25 (ZADEL) THIS AGREEMENT,made and entered into this/G day ofe-s,gea9,ey,, 2005,by and between the COUNTY of Weld, State of Colorado, hereinafter called COUNTY and Zadel Family LLLP (permitted under the name Northern Colorado Constructors, Inc., USR-1394), hereinafter called ZADEL. WHEREAS, ZADEL has acquired land use permits from the COUNTY for gravel mining and plant operations on 102 acres located in part of the East 1/2,southeast 1/4, Section 24,Township 2 North,Range 67 West, at the 6th P.M., Weld COUNTY, Colorado and WHEREAS, other gravel operators are operating similar gravel pits in the immediate vicinity of the above mentioned pits, and WHEREAS,this Agreement is reached concurrently with a corresponding Agreement with SW Chambers, LLC, formally Heit Farms, LTD, (hereinafter CHAMBERS)regarding the same roads, and WHEREAS, the gravel pits generate an increase in truck traffic, and WHEREAS, existing Weld County Roads 25 and 18 that serve the gravel pits and plant site will require increased maintenance and improvement due to the increase in truck traffic, and WHEREAS, COUNTY and ZADEL have reviewed maintenance and improvement proposals put forth by ZADEL,and both parties agree that such maintenance and improvements will enhance the accessibility and safety of the roads that serve said gravel pits. NOW, THEREFORE, in consideration of the mutual covenants and conditions hereinafter set forth, COUNTY and ZADEL mutually agree as follows: 1. ZADEL will have the following duties for the duration of any material haulage from its ZADEL Pit #1 operation(permitted as USR-1394)with the legal description as part of the East 1/2,southeast 1/4, Section 24, Township 2 North, Range 67 West, at the 6th P.M. Weld County, Colorado: Haul Route(s) A. The westbound route (only for local delivery) is defined as follows: exit ZADEL Pit #1 operation main entrance, south on WCR 25 to WCR 18, thence west to WCR 23. B. The eastbound route is defined as follows: exit ZADEL Pit#1 operation main entrance,south on WCR 25 to WCR 18, thence east to U.S. Highway 85. 11111 11111 Mil Mit 111411 11111 I I 1111111111111 3270234 03/21/2005 02:21P Weld County, CO 1 of 7 R 0.00 0 0.00 Steve Moreno Clerk& Recorder Improvements C. CHAMBERS and ZADEL shall cooperate in preparation of design drawings, construction and maintenance for the improvements identified below and as shown on Exhibit"A and B" herein attached. The "NORTH WCR 25 SEGMENT" is defined as improvements north of the ZADEL property. The"SOUTH WCR 25 SEGMENT" is defined as improvements adjacent to the ZADEL parcel including bridge 25/18A. "REALIGNMENT"is defined as improvements to the west and east approach of bridge 18/25B. "RIGHT TURN LANE"is defined as the free right turn lane onto southbound SH 85. D. ZADEL shall complete the road improvements associated with the proposed operation and as outlined in this agreement according to the following schedule. 1. ZADEL and CHAMBERS shall deliver complete construction plans to Weld County within 120 calendar days from the execution of this agreement. The haul route improvements outlined in paragraph G shall be completed within 12 months from the execution of this agreement. E. ZADEL and CHAMBERS will provide testing services and inspection for the construction of the improvements. The COUNTY will only provide oversight. A professional engineer retained by ZADEL and CHAMBERS,registered in the State of Colorado,shall provide the COUNTY with a letter that certifies the proper installation of the improvements. F. ZADEL shall proportionally share in the costs of the improvements as outlined in paragraph G and as shown in Exhibit"A". G. The improvements attributable to ZADEL are in proportion to existing truck traffic as set forth for the road segments identified in Exhibit "A". Those figures include the traffic generated by ZADEL,CHAMBERS and COUNTY but do not include anticipated traffic to be generated by LG EVERIST, INC. (EVERIST) which is anticipated to amend their operation which lies south of WCR 18,west of U.S. Highway 85. The COUNTY agrees to use its best efforts within the applicable law to obtain contribution in the future from EVERIST for their proportional share of the cost of improvements to WCR 18 as identified by the percentages shown on Exhibit"B"which share,if any is obtained,will be rebated to ZADEL in proportion to its contribution as calculated prior to the approval of any amendment to the EVERIST USR. H. The safety improvements to the NORTH WCR 25 SEGMENT and SOUTH WCR 25 SEGMENT shall include: widening of WCR 25 to include additional asphalt shoulders on both sides for a total pavement width of 32 feet matching the existing base and asphalt cross- section; a (3) three-inch overlay 32-feet wide, reconstruction or replacement of Bridge 25/18A, construction of adequate turning radii at the intersection of WCR 25 and WCR 18 and construction of a school bus pull-off. I. The remaining segments include REALIGNMENT at both approaches to Bridge 18/25B; as M, 111111111111111111111111liii 11111111111 OBIS IIII dill 3270234 03/21/2005 02:21P Weld County, CO 2 of 7 R 0.00 D 0.00 Steve Moreno Clerk& Recorder well as the construction of a RIGHT TURN LANE (free right)onto the acceleration lane at U.S.Highway 85 to accommodate heavy hauling associated with the gravel mining,asphalt, and concrete batch plants on the haul route. J. ZADEL and CHAMBERS shall submit an engineer's estimate of the proposed improvements for those segments identified in Exhibit "A". This estimate shall be reviewed and considered for approval by Weld County. It will provide the basis for cost sharing between ZADEL, CHAMBERS, Weld County, and other gravel haulers in the immediate area. K. The engineering design and construction plans shall be the responsibility of ZADEL and CHAMBERS. ZADEL and CHAMBERS shall provide the COUNTY with construction drawings that detail the required improvements. The plans shall consist of, at a minimum, intersection layout and grading,plan and profiles where appropriate,cross sections,signing and striping, structure plans and property ownership. These plans will require approval by the Public Works Director/County Engineer or his representative and will be made available for review by any party contributing toward the cost of design and construction of the relevant segments. A professional engineer registered in the State of Colorado must prepare the construction plans. The plans,when reviewed and approved,will constitute a section of this agreement. They will be attached hereto and referenced as Exhibit "C". L. The applicants shall warrant and guarantee their portion of the improvements for a period of one year from completion. Maintenance M. ZADEL agrees to excavate,repair,or patch any damage on said road that has been created by truck hauling from ZADEL gravel pit in proportion to their share of total volume of truck traffic as shown on Exhibit"B". The type and method of repair will be determined by the Public Works Director/County Engineer or his representative. The repairs shall commence within sixty(60) days of receipt of written notice. N. There will be an annual inspection in the spring of the roadways to determine actual conditions and what work is to be performed that summer if any repairs are needed. O. At any time in the future, if routine road maintenance is required, ZADEL will pay a proportionate cost share based on truck traffic. The proportional percentages are set forth in Exhibit"B". P. In the event total road reconstruction is required, ZADEL shall pay a proportional share of the cost to reconstruct. The proportional percentages are set forth in Exhibit"B". COT Improvements Q. ZADEL and CHAMBERS shall address all the Colorado Department of Transportation (CDOT) access issues at the intersection of U.S. Highway 85 and WCR 18. Refer to the CDOT letter dated November 19, 2002, for requirements. The applicant shall complete improvements to the northbound to westbound turn lane on U.S.Highway 85 to WCR 18 as required by the Colorado Department of Transportation (CDOT) in their referral dated August 26, 2003. M W I11111111111111111111111IIII EMI 11111III111111111IIII 3270234 03/21/2005 02:21P Weld County, CO 3 of 7 R 0.00 D 0.00 Steve Moreno Clerk& Recorder 2. Prior to the start of mining,Weld COUNTY,ZADEL and CHAMBERS will document the existing condition of the roadways. This effort will ensure that ZADEL and CHAMBERS will not be held responsible for existing roadway damage, if any. 3. Failure of either party to perform any of its respective obligations hereunder by reason of acts of God, strike,or acts of any governmental agency or authority having jurisdiction over matters set forth herein shall excuse timely performance of such obligations,but shall not excuse the performance of such obligations as soon as reasonably practical. The parties may, however, mutually consent to excuse a party from performing any obligation,in whole or in part,upon a showing that performance has been rendered impracticable by reason of FORCE MAJEURE. 4. This Agreement may not be assigned in whole or in part by either party hereto without the written consent of the other party. Such consent will not to be reasonably withheld,conditioned,or delayed. 5. If any clause or provision of this Agreement is illegal, invalid, or unenforceable, then it is the intention of the parties that the remainder of this Agreement shall not be affected. 6. Should ZADEL sell its operation,cease operating, file bankruptcy,or in any way release ownership and responsibility of the permitted property,this Agreement as set forth herein,shall be terminated. If the aforementioned release should occur,ZADEL shall give a minimum notice of ninety(90)days to the COUNTY before the date of termination. If the aforementioned release should occur, the COUNTY shall have the option of immediately terminating this Agreement. Notwithstanding the terms of this paragraph, the requirements of USR-1394 shall not be waived by the terms of this paragraph and the failure to have a maintenance Agreement in effect may be grounds to revoke USR- 1394. 7. All construction and materials controls for a project will be in accordance with the current Standard Specifications for Road and Bridge Construction, as supplemented or revised, provided by the Colorado Department of Transportation. During construction,signage shall be posted in accordance with the most current Uniform Manual on Traffic Control Devices. 8. It is expressly understood and agreed that enforcement of the terms and conditions of this Agreement, and all rights of action relating to such enforcement, shall be strictly reserved to the undersigned parties, and nothing contained in this Agreement shall give or allow any claim or right of actions whatsoever by any other person not included in this Agreement. It is the express intention of the undersigned parties that any entity other than the undersigned parties receiving services or benefits under this Agreement shall be deemed an incidental beneficiary only. 9. Mutual Indemnification: To the extent authorized by law,ZADEL and the COUNTY mutually agree to indemnify, save, and hold harmless each other from and against any and all claims, damages, losses, and judgments, which may be suffered or incurred by either party as a consequence of any breach by either party of its obligations and duties set forth in this Agreement on those portions of the haul route described in this Agreement. In the event that any dispute shall arise under this Agreement, the prevailing party in such dispute shall be entitled, in addition to any other relief to which such party may be granted,to recover its reasonable attorney's fees and court costs incurred in connection with the resolution of such dispute. 111111111111 11111 1111111 111111111111111 III HIM 1II1 3270234 03/21/2005 02:21P Weld County, CO 4 of 7 R 0.00 D 0.00 Steve Moreno Clerk& Recorder 10. By entering into this Agreement,the parties do not intend, either expressly or implicitly,to create a joint venture or partnership. Except as provided herein,neither party shall have the right or authority to act for,or on behalf of,or to enter into any obligations which are binding on the other party to this Agreement. 11. All notices to be given under this Agreement shall be in writing and delivered in person, or mailed by certified or registered U.S. Mail,or sent by a nationally recognized overnight delivery service,to the party to receive such notice at the following addresses: Weld County Board of Commissioners (COUNTY) P.O. Box 758 Greeley, CO 80632 Zadel Family LLLP (ZADEL) 9075 WCR 10 Ft. Lupton, CO 80621 All notices shall be effective upon receipt by the party to receive such notice, or by the third day following deposit of said notice in U.S. Mail, or the first day following deposit of acknowledgment of refusal of delivery of said notice. IN WITNESS WHEREOF, the parties hereto have duly executed this Agreement the day and year first-above written. WHEREFORE, parties have hereunto set their hands and seals the date and year first written above. ATTEST: ZADEL FAMILY LLLP By: Y: ENT: SW CHAMBERS, LLC (861 iLat By: �r � A%$ V. 120((-41 BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO Weld COUNTY Clerk to the Board By: 41.-62.&.../A A.A ) By: ALT e Deputy Clerk to the Board William H. Jerke, Chairman FEB 2 8 2005 1 111111 11111 11111 DIE IIII 111111 11111 III VIII IIII I'll 3270234 03/21/2005 02:21P Weld County, CO 5 0l 7 R 0.00 D 0.00 Steve Moreno Clerk& Recorder C'.55 ��'�.@,._,,• i i 'i .'I '' ¢yam .'4,.X. a "r " , xpl *' `$ .. " 4:•:---,/-444; ~< '•:$11444-44.1444- ,:tP T.4.y�4. o-' ,`4}*h A 4 ity mag ° "' b y#. 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T .s,',o s?<_ . . 1 ZADEL- 44% ` •` WELD - 1%a ,c, + ".• �' ;_ o '°",• > x, • " ",::-: c ' .:1.; "r' HEIT 55/ x, J. �1.. :::::.•:.•;.2,;•,,,::;;;;;,, ;'»°y n t'"f tea="♦♦ f °�` ZADEL 44% # s♦ R a .ems a J q ,ysfi Y'. ,,,„ .r a cosffs J�� 3: , � C- -- ' b i - l'S,q :.,-...3,,;.43, ..,-y , !• . Y " t _ wp ° "` $ w �{,� l $ �'" ',�_F ','‘'':4-'RIGHT-TURN LANE ,� ..-�` z "' .y q '2',▪77,4,!:1 s v.i, t WELD - 1% c7. I y,: g .s '"' °' • s t .s- 5 3% t r3 c HEIT - 55% c^' .. 4 •'# r''" x .. ,y ,ft,. y e'G S" ;fr '' ZADEL 44% � E_ '# c x Q I.. d . 77 � ▪ �4 r'v IKt.,f i - .t} �tt��rkdt f 111111111111 �liii 1111111211111111111 ��I 11111 ��l ��i 3270234 03/21/2005 02:21P Weld County, CO 6 of 7 R 0.00 D 0.00 Steve Moreno Clerk& Recorder �` '.°F a .�, ,a h4."„t �w� , �„" " 'h--1"';';'''' r '3"'"d '° s , ' LITCE1 'a'ietV r °43K'ki � 5 Y � m ti > � t # '. ' Ai a a. S 1a5 ",F 4an Rb a5 'rF5 44(• X �$ DISTRIBUTION Y ! h t 5h+'i 4 .q r F ¢k T^m,¢c iv RYA �y °:. : . k h Y�3 `, 'Y; 'f.1 b u :$77',.-".' 4 J' �,,7 7, tiff& yr; 4::;.:( , ; �.. a ,t,;,'";1•14,7! si 1 1St ` . , a 3 ♦rr 7: rifor�tr ` $ `•. st C y _ c ° K rd d, $ f_ F psyi i k' {'� d s ii -,.4,.•,,,: .,, F, Qqa -g a "` -v�k.P' ::::',,,',“",. ..,,,,a,!,44.,.4.,,,.4. " P2 j R• prpp u'ad 1Y ,3 m rf> :*. ₹ "r t .,.r tt ' y-",may' ,,,:„.,,,„4,.:44..:4444.44,44.:4: ,-,.,,,,,,-4',..,,,241'. - ,fix is-r 'r • s kg y #R :444 xa v il .` x ?'` r 4d -x • ,ri .,)•yt 8,4 ,,,'x � ROAD MAINTENANCE 5 � � ',j u , WELD - 1% `� lls s x- 4 oyT r SJf as3 fi-� a ;„a • p .: ..C-1...'2_2;"'" f .� '} ;ii —f 2. ,-;';i1"4. ROAD MAINTENANCE :. x '' � # -r;, '1P'?`*P -'.- t�d WELD - 1% i ; 'ROADWAY MAINTENANCE sS ' •' a �' i+a ;- .. `_ HEIT - 5445://: .: .A WELD - 1% r r s' i sfi .+"'° !" >w awxe" HEIT - 34% ' ' "'-'5.. ''-f-::::...-,";5:,-;,: ,; x"`..‘„.„,...21,:;i7:717"; r ' .a x �, ZADEL 28% f "A' . C s m/ tk LG 37% :"!1i11,6' ' j Me wf.","1..:::::;::::1:' ++fie + • 2� - • ..'v>axt '''a' f4,',--"-. , 7 #i s •s ♦a r" ' "L.,„,41 ,,, ro z�,.�x •. Ea+ x,'.r.>p. :,: i�:. !s y V ,tr .. 5 �q, ?tilt 1. t 4" #._ i *a - • SY -+"R t S 2� S Y » j 4. n fit' .' t �� < r, s ,_! +I �`$ yt .0:14.:,- :''''''',::7-: :''',:,„5.A::-:z`a a K s i r±z J".:,.. ''0.t.t. '°t y'tc4 .' p ( t` .,:t T ',y+. r ,ag �. 't 474-, ,,. .c ,',ya3b9 ' S5 -"'[ t 4 ' Fi.�,k ¢4k -', h " ^` t it • l :,' k"n ` ' Y' .a yak 1 .-. �.N�++ d .< r F 4 r-+5 ° vi, 1,;;;I;,' : a 1. ,.m.,,3d-we4 ", - • :x ° "`t� _ t � r HIED 11111 III 1111111 IIII 111111 11111 III 11111 111 1111 3270234 03/21/2005 02:21P Weld County, CO 7 of 7 R 0.00 0 0.00 Steve Moreno Clerk$ Recorder cob-p-6 _ Kateta-6:4, MEMORANDUM TO: Clerk of the Board DATE: February 24, 2006 I g WIO FROM: Frank B. Hempen, Jr., P.E. • Director of Public Works/County Engineer "IV[ COLORADO SUBJECT: Transmittal of Exhibit C to be attached to thetong- Term Road Maintenance and Improvement Agreement for Weld County Roads 18 and 25 (Zadel); Agenda Item: 2005-0655; Dated: February 16, 2005. Attached is the stamped and approved construction plans marked Exhibit "C", as required by the above Agreement under Section 1-K.: The engineering design and construction plans shall be the responsibility of ZADEL and CHAMBERS. ZADEL and CHAMBERS shall provide the COUNTY with construction drawings that detail the required improvements. The plans shall consist of, as a minimum, intersection layout and grading, plan and profiles where appropriate, cross sections, signing and striping, structure plans and property ownership. These plans will require approval by the Public Works Director/County Engineer or his representative and will be made available for review by any party contributing towards the cost of the design and construction of the relevant segments. A professional engineer register in the state of Colorado must prepare the construction plans. The plans, when reviewed and approved, will constitute a section of this agreement. They will be attached hereto and referenced as Exhibit "C". The attached construction plans have been approved by the Public Works Department. Please scan the attached construction plans under Document No. 2005-0655 and make it an attachment to the original approved documentation. Enclosures pc: Board of County Commissioners Perry Eisenach, Engineering Division Manager Robert Patrick, Project Manager USR-1394 file Wn , Of, c it 5 yv\-m E 4s C 3 obe` - o taSS . Exhib ; f C WELD COUNTY ROAD 25 WIDENING AND OVERLAY CONSTRUCTION PLANS ZADEL FAMILY, LLC / SW CHAMBERS, LLC �� 8 we APRIL 11, 2005 m z si f. r ,. b i s E FEB 232ui S 5AE SHEET INDEX GENERAL NOTES 3 1.TITLE SHEET 1. All work within the public right—of—way or easement shall conform to the Weld County / Engineering Regulations, Construction Specifications and Design Standards. All work shell Fe % 2.STANDARD PLANS LIST be done according to the latest version of CDOT Rood and Bridge Construction Standards. 3.ROAD PROFILE STA:0+00 TO 14+50 / 28 4.ROAD PROFILE STA:14+50 TO 29+00 2. A Street Cut/Closure permit for Work in Public Ways is required for all work in the public g right—of—way, and any work performed within State right—of—way will also require a State ID a N 5. ROAD PROFILE-STA:29+00 TO 33+00 construction permit. D,O e m p �, ^ 6.CROSS SECTIONS-STA:1+25 TO 14+50 3. It shall be the Contractor's responsibility to notify the Ovmer/Developer of any problem in Pi 9 ae in conforming to the approvedplans for any element of the proposed improvementsprior n n s°r 26 Al z6 7.CROSS SECTIONS-STA:14+50 TO 33+00 vv v 5 S7y7 to its construction. cu cu 8.BRIDGE IMPROVEMENT DETAIL SHEET 8 O ru 4. It shall be the responsibility of the developer during construction activities to resolve 4S n ,n o, O 9.DETAIL SHEET construction problems due to changed conditions or design errors encountered by the r d a m 2450 2450 10 BRIDGE DETOUR PLAN contractor during the progress of any portion of the proposed work. It, in the opinion "a x 24 24 O . of the County's inspector, the modifications proposed by the developer to the approved Illt —Si'� .e. m' plans involve significant changes to the character of the work or to future contiguous A. of public or private improvements, the developer shall be responsible for submitting revised 2250 plans to Weld County for approval prior to any further construction related to that to portion of the work. Any improvements constructed not in accordance with the approved in, Q N 22 O plans, or the approved revised pions, shall be removed and the improvements shall be N reconstructed according to the approved plans. O / " PRO E�T AREA o 5. UNCC— Utilities Contractor shall contact the Utilities Notification Center of Colorado for _j. ¢ location of underground gas, electric, and telephone utilities at least 48 hours prior to a 2 `I rc commencement of construction. Phone 1-800-922-1987. t• ' - a 0 0 6. With notification of the respective owner, °O at rims of all deanouts, manholes, valve 01850 eN N covers and survey monuments to finish grade prior to final lift paving. Eu 7. The Contractor shall provide all lights. signs, barricades, flagmen or other devices 18 ; s0 u necessary to provide for public safety in accordance with the current Manual on Uniform a a- Traffic Control Devices. z I la C O It 2 8. The Contractor shall provide ingress and egress to private property adjacent to the work 4 16 16 throughout the period of construction and prior to beginning work shall obtain written t I a 1 agreement from the affected property owners impacted by this access. +' 1 N+ 9. The contractor shall notify the County inspector at least 24 hours prior to desired inspection. o t5 g 140 FORT ii: i , • 10. Survey Monuments must be set within 60 days of completion of project by PLS. FORT n 12 lO — I-rJl -r�r VICINITY MAP WELDCOUNTY SCALE:1e=5000' ENGINEERING DEPARTMENT APPROVED FOR CONSTRUCI'ION rs `� By /' /, 01 Date 7'X i—.1%'4" ` a NO.: SHEET _La 112 PLAN M STANDARD PAGE PLAN M STANDARD PAGE PLAN S STANDARD PAGE , NUMBER TITLE NUMBER NUMBER TITLE NUMBER NUMBER TITLE NUMBER O M-100-1 STANDARD SYMBOLS 1 O M-607-1 WIRE FENCES AND GATES (3 SHEETS) 78-80 - 5-612-1 TYPICAL DELINEATOR INSTALLATIONS (5 SHEETS) 109-113 8 11 OM-203-1 APPROACH ROADS 2 O M-607-2 CHAIN LINK FENCE (3 SHEETS) 81-83 MI S-614-1 TYPICAL GROUND SIGN PLACEMENT 114 ...777 O M-203-2 DITCH TYPES 3 CI M-607-3 BARRIER FENCE 84 M S-614-2 CLASS I GROUND SIGN INSTALLATIONS 115 m 4$ O M-203-10 SUPERELEVATION CROWNED HIGHWAYS 4 C] M-607-4 DEER FENCE AND GATES (2 SHEETS) 85-86 • S-614-3 CLASS II GROUND SIGN INSTALLATIONS 116 fi f C6 I M-203-11 SUPERELEVATION DIVIDED HIGHWAYS SHOULDER PIVOT . . . . 5 C M-607-10 PICKET SNOW FENCE 87 O S-614-4 CLASS AI SIGNS, SHEET ALUMINUM PANELS . (3 SHEETS) 117-119 Eo O M-203-12 SUPERELEVATION STREETS 6 O M-608-1 CURB RAMPS 88 O S-614-5 BREAK-AWAY SIGN SUPPORT DETAILS a M-203-13 SUPERELEVATION DIVIDED HIGHWAYS CENTER PIVOT 7 O M-609-1 CURBS. GUTTERS, AND SIDEWALKS FOR GROUND SIGNS (2 SHEETS) 120-121 O (2 SHEETS) 89-90 Al O M-206-1 EXCAVATION AND BACK FILL FOR STRUCTURES (2 SHEETS) 8-9 O M-611-1 CATTLE GUARD (2 SHEETS) 91-92 O S-614-6 CONCRETE FOOTINGS AND SIGN ISLANDS F FOR CLASS III SIGNS (2 SHEETS) 122-123 I O M-2D6-2 EXCAVATION AND BACK FILL FOR BRIDGES . . (2 SHEETS) 10-11 O M-613-1 CONVENTIONAL HIGHWAY LIGHTING (3 SHEETS) 93-95 O S-614-10 TYPICAL MARKER ASSEMBLY INSTALLATIONS 124 35 MI M-208-1 TEMPORARY EROSION CONTROL (7 SHEETS) 12-18 E7 M-613-2 HIGH MAST LIGHTING (2 SHEETS) 96-97 O S-614-11 MILEPOST SIGN AND INSTALLATION 125 O M-210-1 MAILBOX SUPPORTS (2 SHEETS) 19-20 O M-614-1 RUMBLE STRIPS (2 SHEETS) 98-99 C 5-614-12 ST O M-214-1 PLANTING DETAILS 21 OM-615-1 EMBANKMENT PROTECTOR, TYPE 3 100 (BRIDGE 126 BR DG INFORMATION SHEET) O M-412-1 CONCRETE PAVEMENT JOINTS (3 SHEETS) 22-24 O M-615-2 EMBANKMENT PROTECTOR, TYPE 5 101 O S-614-14 FLASHING BEACON AND SIGN INSTALLATION . (2 SHEETS) 127-128 e O M-506-1 GABIONS AND SLOPE MATTRESS 25 O M-616-1 INVERTED SIPHON 102 C 5-614-20 TYPICAL POLE MOUNT SIGN INSTALLATION 129 S O M-510-1 STRUCTURAL PLATE CULVERT PIPE H-20 LOADING 26 C] M-620-1 FIELD LABORATORY. CLASS 1 103 C S-614-21 CONCRETE BARRIER SIGN POST INSTALLATIONS 130 O ., S O M-601-1 SINGLE CONCRETE BOX CULVERT (2 SHEETS) 27-28 O M-620-2 FIELD LABORATORY, CLASS 2 104 O S-614-22 TYPICAL MULTI-SIGN INSTALLATIONS 131 U y g a V O M-601-2 DOUBLE CONCRETE BOX CULVERT (2 SHEETS) 29-30 O M-620-11 FIELD OFFICE, CLASS 1 105 O S-614-40 TYPICAL TRAFFIC SIGNAL INSTALLATION DETAILS (5 SHEETS) 132-136 8 i O M-601-3 TRIPLE CONCRETE BOX CULVERT (2 SHEETS) 31-32 O M-620-12 FIELD OFFICE, CLASS 2 106 O S-614-50 OVERHEAD SIGNS MONOTUBE (12 SHEETS) 137-148 {yd ., 8 In M-601-10 HEADWALL FOR PIPE CULVERTS 33 OM-629-1 SURVEY MONUMENTS (2 SHEETS) 107-108 • S-627-1 TYPICAL PAVEMENT MARKINGS (5 SHEETS) 149-153 V7 'em O M-601-11 TYPE "5" SADDLE HEADWALL FOR PIPE CULVERTS 34 • 5-630-1 TRAFFIC CONTROLS FOR HIGHWAY `; ?, ` CONSTRUCTION (10 SHEETS) 154-163 r 5�' d O M-601-12 HEADWALLS AND CULVERT OUTLET PAVING 35 M • S-630-2 BARRICADES, DRUMS, CONCRETE BARRIERS pa -601-20 WINGWALLS FOR PIPE OR BOX CULVERTS 36 (TEMP) & VERTICAL PANELS 164 1'7 O M-603-1 METAL AND PLASTIC CULVERT PIPE (2 SHEETS) 37-38 O S-630-3 FLASHING BEACON (PORTABLE) DETAILS 165 O M-603-2 REINFORCED CONCRETE PIPE 39 "% - M-603-3 PRECAST CONCRETE BOX CULVERT 40 ')� O M-603-10 CONCRETE AND METAL END SECTIONS . . . . (2 SHEETS) 41-42 7�• CI M-6o4-10 INLET, TYPE C 43 THE STANDARD PLAN SHEETS INDICATED HEREON BY A O M-604-11 INLET, TYPE D 44 MARKED BOX ARE TO BE USED TO CONSTRUCT THIS O M-604-12 CURB INLET, TYPE R (2 SHEETS) 45-46 PROJECT. COLORADO C M-604-13 CONCRETE INLET, TYPE 13 47 c o M-604-20 MANHOLES DEPARTMENT OF TRANSPORTATION (3 SHEETS) 48-50 I O M-604-25 VANE GRATE INLET WITH FRAME (5 SHEETS) 51-55 AND CONCRETE APRON SOME STANDARDS REFERENCED ON THIS SHEET ARE o M-605-1 SUBSURFACE DRAINS 56 INCLUDED IN THE DETAIL SHEETS OF THIS PLAN SET. STANDARD PLANS LIST S O M-606-1 GUARDRAIL, TYPE 3, W-BEAM (15 SHEETS) 57-71 M & S STANDARDS O M-606-12 GUARDRAIL, TYPE 4, CONCRETE BARRIER (2 SHEETS) 72-73 O M-606-13 GUARDRAIL, TYPE 7, F-SHAPE BARRIER . (4 SHEETS) 74-77 OCTOBER 1, 2000 WELD COUNTY i ENGINE EKING DEPARTMENT APPROVED FOR CONSTRUCTION o t By /7, s=y�s' 2 NT Date -A—/—g6-, F i 1 [,co NO.: • SHEET _2 rc_ 10 3 ; p NOISE II ¢ TIE CONTRACTOR SHALL CONTACT THE UTUTY NOIIRCATION CARER OF COLORADO(UNCC)AT o_ I-IDD-Pffi-IYQI. AT LEAST 2 TORKING DAYS MICR 10 BEGINNING EXCAVAIni CR GRADING IN 111E AREA OF WCC REGISTERED UNES 10 HAVE THOSE UTILITY LOCATIONS MARKED BY NEWER CGPNES. ALL 01)0 WRITES AIR:TO BE LOCATED BY CONTACTING 11E R- w RESPECTIVE REPRESENTATIVE URITY SERVICE LATERALS ME/LSO 10 BE LOCATED MGR TO BEGNING EXCAVATION OR GRADING IT NAIL BE NE COITRACTIXIS SOLE EWPWSEUIY I'GRAVEL 3 I'GRAVEL FOR LOCATING NO PROTECTING ALL'MUTES DUNG CONSTRUCTION MO FOR CONATND • SIILOR -\ - EGA EDA r SHIRR MTH THE APPROPRIATE UTILITY COMPANY FOR MY MUTT CROSSINGS RDRUIP D. NOTES: 8 b K In.M' 16.00 ♦-TCYSGL P0SSHE EMSiNG 1.CONTRACTOR SOUL SNOUT EKE OF DEMO ASPHALT TO CREATE A SHARP EDGE TO (RITCN) SMARM)(arc CONSORICT 11E PROPOSED S1GRLER ASPHALT AGAINST. G 4 0 POSSIBLE EXISTING GROUND BORROW pTTW 2 PROPOSED SINET swam STALL INCLUDE OeSING BASE NO ASPHALT SEMEN PONS A OSTI BNAMN) BO ROW DEPTH TREE-NON ASPXNT OVERLAY. N a a I N(OPOED NIGXDFR EXTENSION SECTOR NAIL MATCH DIEING SHEET NSRON PLUS A C __-_ --__ ___ HIRE-NlN OYOBAY �Y A CONTRACIM SHALL APPLY A TACK COAT OVER MTNO ASPHALT NO COMPLETE SHOULDER 2 rXIFNNOII PRIM TO NSTAILNG r OVERLAY. EXISTING ADWAY a AOGEdAE BASE COURSE SHILL E GABS G. NOT BRUWOUS PAVEMENT SHALL E 4 L9 i ION. A — PGBL-21(75)GRADES e y r OVERLAY SILTS uMIT5 OF INTERSECTION r MIN(1ST INTL SECTION a ALL SENAE NO STRIPING SHALL BE PER CURRENT COOT STAIOARDS ;x;=tom`;T.i PAYIJAENr • �-e-MIN.CLASS 5 ABC A'ROADWAY _ 't PROPOSED TEMPORARY DETOUR EGOISM n r p, 1 RELOCATE STOP SIGN SEE DETAIL SHEET IC 11PICM BOW nPCDG1 ' n SCALE 1'.5 XI INSTALL 40 LF. I.' CAP r - - INSTALL< SOLD WHITE STRIPE STA12+W0. 22'L RELOCATE EDSTNG F ... F �' WTH EL AT G OFF PROPOSED DISTRESSED AREA TO BTA 10400.22 L IY OP C WEST t g r 1 )SIRI 4. ^ EDGE OF ASPHALT FOR ENTIRE TO BE REPLACED m m P H LINK TS OF CONSTRUCTDN 4 _ \ 'I NBTAu soup wTilTt� `� (TPICAL u O e L I II r MDE STOP BAR -.` U 8 8 la 1 4 � E 2.. I + ,— _ _ --_— —_ , — �a� AMC h �m L 11— I I o r M ,.00 »a .w z.. .,... >o ..mo .. �+.�. - —. .. .. ..s..�.. .... �..:. -s—--r,,,—=‘,rr, �. _ _ / _ ,', Ag _ _ WW. _ _ — w .-. ;�� II -- - --- -- -- -- -�I 1 r. - '— - -- Y i WELD COUNTY ROAD LS � -�1 ��. 14 /H MATCH EXISTING ROAD CENTERLINE we DITp�— I T INSTALL l' SOLID WHITE STRIPE SiFIPING FOR ENTIRE LIMITS OF EXISTING WATER MAINS ACROSS J WIN Q AT 4' OFF PROPOSED CONSTRUCTION. SEE STRIPING - - -- N UMW;INIERSECTM THE PRMOERTT TO THE EAST.NO JI EDGE OF ASPHALT FOR ENTRE TABLE THIS SHEET. STRIPING TABLE n PA, i LIMITS OF CONSTRUCTION sa iy� EM6TNG CULVERT FOUND.NO -�� PROPOSED CULVERT AT THIS LOCATION. ERRING FROM TD i4'ocuRE maws as214 1.55.0 24 w 1 C sou:YEll➢w 00 1+55..3 5+52Sn r sae:vCLnw(E) C TWO YTYow .+525. 33.00 . 4890 4890 U 0 4885 - _.. 4885 i ' t. 4880 __.... _... . _ _.. _.. 4880 . S'TA D-DD W EI, COUNTY . f 4875 E CINEN'RL ;°E,PARTMENT 4875 SFA D4`5.514 aMTNur. : am eBvue IN:TALL OVERLAYOOP ^MCA-ION APPROVED Fn CONSTRUCTION AN) N LNG 4870 ,.._�_ _ 4870 i+ -r 4865 t; !" 4885 I (Tale -.A_4.--, \ 4860 -- ----. _ 4860 # ch 4855 _.. _ � CENTEPLINE 4855 F W IM O W is 4850 4850 8 8 - h 3 n S 8 22 8 8 8 8 2 - 2 - 8 8 8 8 - ^ - 8 S G C 8 8 8 8 8 ^w ^e 8 g a m 8 o ii 'e 88 8 R ss§ is sfg Iii iil i }l 1 1 i 1 i 1 f I iii 1 ;1 1 $l 1 ;1 till 1 1 ii 1 1i'I ic 1 §g i fsii< Iii icii ii4 V � Cif i I Iilfi JOB NO.: r 8 Iq{{i 8 8 8 8 8}} 8 8 8{ 8}} 8 n IQi o} Lq}i 8 $ o 8 8 I8E 8 8 8 8 8 8 n O O it r+ + + M Mt tb IO + + + + aG eD W + 3 3 + + A A t 3 3 91figT 1 L�La�J i i & 1� O I {ll i 7 14+25 8'4,6 • 1 ) 141-50""' [. 4 a..mm� • x 1 4868.21 4660.30 I. I 15+00 „ • . • . • I grr 4866 '8; 486$44 _ I 15+50"'''' 1�u •'B 4909.45 • I. IA A 4688..35 o �. : 16-f00'486426 . ... • B .868,8 3 ! i•16+50 466;07 • .. '.r.' : i.. > 4860.01 • OZ R--O-W 4860.00 C1R yL� ` #y 03:).,. 1i 4 [[��, 17+50 .67.99 gl4,4 Y S�> t FF 4867.96 r1�S 't 'Pill•l�w 4867.93 �r tR y'r$ �$ 4967.66 : I = _18 d fr.. p u / 18+50"°!` - 1 . m 4867.94 - • - 1 I . , 496260 rNNGPOgLD:(1'1'P•Y I T tI I I 18+00..,;75 EUS1P C(TIP.1 . . . . • .: . : . Yg:r y_ i I! 4867.79 1^Y g I' I 4867.72 . • • _• g.1 r ' I E 8 I . m I ..;i. 'rs 19+50466266 :' Q m 4867.64 ! I r - 1 4 O% u vZ A 20+0O 497.60 g g g> I r' $a - -Pi p g MIn=g I 8 �p MS > >E gl•'^ t m 4867.57 rnQpvg,, 1 m /� �/� 1+ D tan��fj) 20+504887.49 I :. .. ~I• fn! ti t 11� n;tJ ImZf 1 vo 4967.44 NC I !, likR 1 21+00 4867.19 . . I �q0 il� .�. i it Q ,�. uur a A O 4967.]{ I : I� 21+50,862x8 . < g≥ `' • 49 _: '67.26 R� .. -. - u 6725 m 22+00 t'a §4 -. • . 1 ,1 3i 4867.24 : .. u 22+50 .°° o� 1 rS s 4867.22 • .. A 1 $5 4607.21 .. • l is i i g� i R 0-W 23+00 486719 ►, O a 3 4967.19 I > c f I Yp • 23+50,86217 II 8 IIf}}`` 4867.11 . •. I I I 4.Y ir . N '5 ■ [tom gg •24OO 4867.10 • • • • {t • l r��ll$ 4667.07 I rj �r 41 iQ Sq0 24+50`°°°° .. ', I `, g AR 0r !I z 1; °1Fliqlg 4 y F 4967.8 o. I 4966-m _ � .. .; .:1)-j r S E'FR 4666""'',5s .`J _ • . . -;'`' i 1 < Ii10 CCU g o i 25+00 j: `�: • ' . I- R i 'F 'iy :4 LZ 4GNT �pgyj C lq.. .. 1 I 1 I 9� {G -' �; 25+50; o9 . : ..G .• #I If ;� o g I g 02 858 486583i 1 I 1 u• > g 4 C7 26+004"°°• • .. p `r 8§ y • - > 4965.65 � j\�� 1� R O � � � � liAsl-.g4865.49 - 1 L' 'dmt l I h g l i g0;� D b 0 26+50 3 3< I i s .4 . F • i' "' 27+00 ! `f ' I d �. • ilk I ; 8 ;51 ll 27+50 N ' x > 28+00 M`.6 • 11 28+50 46°'4 ` S I 11.' r I 29+00`..e $ .i ....nxt:101`isLt;791. . is 29+25'46„ .:• • • : . . . . _ • • I `9 t 1 1I xe ri nn.: rDATE: _4-11_06 --- — RE14510N5 ROAD PLAN AND PROFILE �(.1 F: 1-.50' r a —4 JL Walter Consulting .t1�- j2,_., _....., fZ1l7• 114 R.51.9,Stx�t Address County fmlmeeL .1CW 5/1/05 8 L 14+50 TO 29i OO DRAWN, Jcx ` La..1.nd. CC 80537 4,64144,1 erldge n.ta,r Plan .Icw 8/4,,/06 1fCR 25 WIDENING AND OVERLAY F i (970)sw-8o97 ZADEL FAMILY, LIG / SW CHAMBERS. ILC I Project Management l ` FAX (970) 203-1147 Yo611. (970)690-9179 .. 3 3 p O ce ¢ NOTE TIE=ENAMOR SHALL CONTACT TIE UTUTY NOTEICATCR CENTER OF COLORADO MICE)AT 1-OD0-922-1S67,AT LEAST 2 WOWOWED OAYS PRIOR TO SPANNING D%CAVAIIOI CR AWING II 11E AREA CF MCC REGISTEREDDIES TO KALE THOSE UMWLOCATICNS MARKED BY R- W YEIEIER COAPAIAs. ALL ODER UTDITES NRE TO BE LOCATED BY COITACING TIE H'GRAVEL T GRAVEL RESPECTHE REF ESDITATNE UMY SEWAGE LATERALS ARE ALSO TOE LOCATED PRO 10 SHWA Ea EDA r GRAV BEaMSIG ERCAVATM CR GRADING. IT SHALL BE THE CONWGCTplS SOLE RE40NN9RRY / FOR LOCATING ARC PROTECTND ALL UTURES DURING CONSTRUCTOR NC FOR COOONATWID NTH THE APPROPRIATE'DUTY COWAN,'FOR MY UTUTY OROSSNGS REWIRED. In.aa' 1e.ao' 4•TOPSOIL POSSIBLE ENSTNG II! GROUND(On NOTES 4'Tmp5aL (TYSON)(TYPOAU SW PALL ATCH) 1.CODRACIDR ALL SNOUT EDGE O'EWSM O AAHALT TO CREATE A WARP EDGE TO N POSSESS WS POND npdOW DITCH CONSTRUCT TIE PROPOSED SNARLER ASPHALT ASCOT. m E 3 CPU_SITUATION tn'YNL OEP1H m_ 2 ii g PROPOSED SHAT SECTORSHALL SCUM DOSING BASEAND A9WIALT SECiKN PLUS A Ps e< N THEE- ON ASPHALT OND6AY. m S gg I PROPOSED SIOIDER EDELSON SECTION SHALL MATCH DESTRO SWEET SE:DDON CDS A 9 EL RINSE-RINSE-11101E- CH MEAT\ ♦ COIIHACIW SHALL APPLY A TACK COAT OYEA 0031114 ASPHALT NO COMPLETE SHOULDER b 8 EKTS19 N POOR TO NSTALILIC 3.OVERLAY. P FJOSTNG AGWAY S AAOEDAIE BASE COURSE SOUL BE CRASS IL NOT BITUMINOUS POOPED SHALL E E 2A 4 Y 05ENAT Y YN. 2•MIN.(1ST UFG1SECTONT P084-2E75)GRACE s 1 S I vsE'jT`n'Lc CLASS a ABC I. ALL SOAP AND STRIPING SHALL BE PER CIRIRIT COOT STANDARDS. 4'ROADWAY IXTENSON T.P . 6� a seALE V-5' (� S INSTALL 4' SOLID WHITE STRIPE m S WIN Q AT 4' OFF PROPOSED END CONSTRUCTOR FI EDGE OF ASPHALT FOR ENTRE 2ADEL IMPROVEMENTSo a „llN, ,,, LIMITS OF CON�S1RRUCTON SETA: 33+00 „.„, .�..a... O Y Q _�--`cam �.—� _ £t >�___..._ _� a r ___._. �/(( __ —t,—s ..__ I m r - __ x {I\ J u. N:N1 x -E--1I.w-I szm a.. -3B u.�WT7-r-1CRL— -4.3,-,,_.-�es>mP '' �]bi]P--FMl', ITrso W� G w.w 0 z.w•�_ ys .coo Tem 5-c-r_ -�-. ti _ ti _ ter- �� fir- - �� _ -- -- f- - -r - - - --� _ fJ w Wy -_ - - .r.m m e Cn —.iv H. y, WELD CALMLY ROAD 25 STRIPING TABLE s s MA CH E%ISPNG ROAD CENTERLINE LL ST'IPINC FOR ENTIRE UNITS OF INSTALL C SOLID WHITE SNIPE �� TO --. CO STRUCTION. SEE SNIPING 'MIN a AT 4' OFF PROPOSED 4'DOUBLE YELLOW 0+52.34 "52.61 '��-•i a TA:LE THIS SHEET. EDGE OF ASPHALT FOR ENTRE 1 LIMITS OF CONSTROCTON sown 4'Sl1D'RLLOW(M L4S5.61 M525B 6 V" 4 DASHED mum(� 4'DASHED YELLOW 8.5238 33400 r 4880 a _.... . _ o 4875 4875 ; ." E _._ -, . -. 4870 NE1.13COUN'Ty 4870 0 g NOEL S"OVERLAY ENGINEERIMGIIBPARTM _._.... _.. OVER CASTRO SECnOH : _.... . _ .. 4865 NO WqO WC 1PPROVED FOR is ONSTR CTION-- flees -- — --- -• i--- -- —_ __-- 4860 TI PER TO MATCH R v VLF DaSTHO 4855 1855 Iq G 4850 _.... _... - 4850 B4 i a pp� 4845 _ CE TEPLINE 4845 Fi ■ F w cs3 of IN 9 4840 4540 � GD� i , , '40 ,p S iQ § § !0 9 §O 3 30 9 §O _ , ?o § § t 3 3 90 !p §0 4 6 +DB NO.: 1 N�yD OO}1 LOl}i1 OO} IOl}i O N 0 in 1O}� 0 II) O MI 1O}O In}J 1Op IIt) O 0 0 MOi 0 �n}l O LO(}i O Mai 0 Iri Mg+j It) 1n}3 1 A N MI P7 n 17 IN N E7 E7 L'2 Wl E7 MI n n M 17 V Y M f f Y 91EEr 1 1+25 1+50 - - - 1— I ' --r 1+75 2+00 2+25 2+50 2 75 3+00 3+25 4571 wxx _l"" T—'I 4872 45,x «n ! I Iwz an .E! Tr. __.4011 _ m. .. . t :1': aa.. •em rr 1 I 440.qq� •884 1 e -4664 - w. _ 1 -- .15.-+ - use we•'■4lY .15. I w.. #3 5§I �� , —' I. 9 9 m ,Imo♦ - IT y I I 4 _ w m ° xo -w zo o zo- ro -m m -ro -m m w o n _w m o m ro w m a z° ° _w -x° o m 1-C 3+50 3+75 4+00 4+25 4+50 4+75 5+00 5+25 5+50 .f a. 'i - :4572 .nz .mz __ _—4,572 4572r , -- --on mn f __. T— wn wzx z «zz wrz 44'2 x I I I 6•D •me _ �6m ose a I' seea _ W[ •Me 4568 _ �yJ _ 4054 ♦y. • ♦I6♦ _ 406• •me '401.1—k-,. wm1 ^ -- "a •M• NHsea ere OD S -ro -x° 0 m _w -m 0 m -40 I m H. -40 -m o m ow�L 2 p « a ° wm-i I ro _p !�o-...o _«.-1° ° .15o O g a m m ° m e vg E. 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NO TOE WALL APRON REQUIRED. `\ " IA `i1 I 4 1 EN 3. REFERENCE C.D.O.T. STANDARDS Y-603-3 MID Y-601-20 FOR P YI CONCRETE ETE BOX d1LYERT AND m0 WML LAYOUT AND REINFORCING ER 1--20' II o i I 4. BACKEILL SHALL BE COMPACTED m 95%STANDARD PROCTOR AT +/-2R OPTIMUM MOISTURE. 4875 PROPOSED EXISTING 4875 /ROAD SURFACE 58 ROAD SURFA E \° 11� . 0 - aBID - AV ulll Ip,ll , 81/1 ::i:TTT1t:Jttc!:!ft&rTi uETING_.. _ 4665 = otq iiO—LO ..4667.1E - LOCATION ag8p J/ TOE WALL 8'x5' PRECAST CBC I 0- 4855 • I tt WALL PLANPLAN X55 0 4 DATUM MeV �y�[ 1•=5• 4850 CO :i. n m P[ DA TOY£MEV . ym 4450 00 i p 3 '. +y n y+ y` n ri Y 3 r y 'f ? S Y . $ a a . . 0+00 D+50 F 0+00 0450 1.00 1+50 2+ 2+50 L NO.: PROFILE OFILE VIEW END VIEW 1'=50' Horiz. 1"=5' (EEr 1'1=5' Vert. _e_a"lt •€" 3 I Swo • 53 LG mSS 60400. WELDCOUNTY 6 Ea ENG INEERIN(;UEPA RTMENT ; €I ,•GRAVEL I b ,•GRAND DOOR EOA t,E0. 41LOR .'.& t wsa. APPROVED FOR CONSTRUCTION 61 � (tmcNl ,sar MOO' x•TOPSOIL lig (TYPI`N) 9 S gg 8a @ zw0D TRAWL LANs s s Ei y ,tar ,tar \ Date��- -2.11 �l - �CLEAR DISTANCE. CUM d5TMQa CO 3 Q g U 'NO GUARDRAIL REQUIRED B PER AASNTO STANDARDSeiS ea'n S u. rer Pa si m 8 a no tea aims= I. 1F&END ®,rr_ I s fain w+a a la LW � . a. a p 1 ±T -r aroma sma sou a tare I nallauntamantPuis eau at re I le cm MS.Am la aIa nr A fo.w 2.PIM OMEN 2ra 12,0.1. cravat an H.nI . rPra attly-are TO SAS F(f.\VATITIN RRU'XRI1 ean.w[t r a EACH FACE a" Pm..n"m..wnal nmm.a nu ant — .la an saw_ mrmm.n9� I�G�Mpr OFfNI 1mr. rwvvo.n.mv.r..COO EC AT la calves can Lama rew 4.1.J 1--III L1J N-F I-I-IJ LLJ-II tl -c - mwevoavr w m..x- ca~ton THE vm 's I ,r l -r P 9 .y I l ry I r I v: Ion �' 1 � w ^.. m moo ) E.--- I555.". 6 � _0 Mat e al_ Et awe i I a yr iT t. r-a rd - r. rte' r:� _ �.r�a d wr1Bave lie auRoston`s. Y r-. EE. . .. .. .r . . TI M. srcT S - .r aw.EC NE her hr awe Wan' M+'Mn-• bra" �i• r. \ •4a a. . .,• .� ll L r a MAR. coten coma aO s v;m `r .� a.0 sown n.an.,T.dr Hale. -; (OW� "`."µ a Vo COP�..MC C. .. w metes , .e.a �IEla ra Ll rLa '�" '-m^, .01 "•"Naa t �J Q• .w.5.e�ar nmo acevmis+ I I r - r sI —rL ) .tee Ivs more P" .v memos =" _ .,. xrPR>rc .I vu.a. -0 aam. ill n morns r '"`w �' .:S" tonna naa°^axna 'MjMI. . .-‘-''-'-'11.7717.7.-1-1 .c .ry-..ry- y- - 4 att �ovo�u u6 era'•(i"et c, «• �Tar ...mora.w.m�; "� Y r m: TYPICAL Mail ma v Pan me An sr OW to nuIXe2E OP =a a r m ... N:rd.,t ronce a Waal ��p ratan ram cmxcRPTe MI(M enemas rt.sin le ae".am.ao;�'°' , ®� ma. .....m.m �mrxmn N attaantwanannonaleataa m Na m a. el API v of wm. APRON b]Y iaN.TMN ` y P a irar5 .low F Of5Yl4.Y.PpIC ..oar nem um mn¢vm _CDR= MICA CNLVFAT ISTALLATNM Col.ro:o Deportment of Transportation Computer FIN Information oSad Plan Raise WINGWALLS FOR PIPED.PoDo ComputerSe Na.: r Ea Po_4�aSTANDARD PLAN NO. Colorado Department of Tran. na0an Ms Information slaneara Plan Rare PRECAST CONCRETE STANDARD PLAN NO. N, v_ PET( HI-m., Pa mnnr.aa n..,...._ OR BOX CULVERTS M-601-20 cr• mom,M ""— "^- -a^' "" BOX CULVERT M—sos—s I Project D.r bpm.nt bandi SD 'es .e. n. a.. .. -. ae" wort er Protect axe 0 stoat ors..I.two Sheet No. 1 of 1 Development Branch enam Fa (10.1.-1820 SD -Owong FAA Ilea ip.^o . — SHEET I Project D«xos.. . ,... rya wood er.Prase e.r.amma a....wax...ata Sheet No. 1 of 1 -D6 ---_--_ -49- —9—or o INSTALL'ROADWORK AHEAD' • ///'''SIGN 1000 LF. REST GF NCR 25 / WELD COUNTY , • ENC INEERING DEPARTMENT f 8 `d APPROVED FOR CONSTRUCTION ...ac — 01 s£a INSTALL-ROADW W MEAD' a EE Sal 500 LF. WEST O GEAPSM SCALE n n/ € NOR 25 1/!y /,// '•L By t. ail (li mE) ids I.MN WI R .�5' INSTAL'END OF ROADWORK' Dale _ �'`'� g . SIGN 500 LF. WEST OF NCR 25 INSTALL 1130 PH SPEED �IY�f SRELOCATE 4:1 SLOPE TO TOP SIGN BOTTOM O 001:11 SAFETY BARRELS n (TyPICAL) c EIEV. 70* m 6 YATOI EXISTING WW C • REFLECTORS(TYPICAL) MO R A•SHOULDER INSTAL]0 MPH INSTALL"ROADWORK MEAD' '` r 0 I E I 146 WV (TWICIL) EDGE OF GRAVEL 5D' SPACING ON TANGENTS SPEED UMIT SIGN •' I TRAWL LANE(TYR) 25' SPACING ON CURVES 100 LF. NORM O SIGNS 500 L.F.F SPACINGS g n 7 x 1 • 1O SPACING OKR CANAL NORTH O BEGINNING O m u :\ �,REV: 10.5 PROPOSED GRAVEL DETOUR AREA BEGINNING O TRM9IHXR TRANSITION �. 8 8 8 YIN. B'TACK n V,I III ,( _ \ • w _ G.F]JY: 71.6 m a W 0• Q EKEY. T.0 8 . P g NAIKLII�ELSIING •g-• a S 1.•.,.. . z ' p'� �R� Gs eonsLarE TO €ELEV. ia.o - a PLACE MARKINGS . $ ��,._., OMf ICI c 7.4 e �... 1+0. —F '11-50 z+ - _41 o I s" ��/ YBB�� i 2+50 } +50 4+00 4+50 .i +50 6+00 6+50 7+0. +50 E 6 i. �r ,,y/-. iI .=JaT — Tn y—rtr _ .�-7Ili—m. ,I. o `{\ 0&1TERATE CENTERLINE yi TYPE III BARINCCC.MMM��7Chi _ -- `AAA.,01-.•» SIiRNNG i WM'BRIDGE OU' 111/ JS'CULVERT p INSTALL' p OF roar SIGN AND R MU ' * EXTEND ENDS 5'BEYOND SIGN 700 LF.NORM CF J 5 SIGN PER MU SLOE FROM ROAD VCR lB o S • TYPE NI BARRICADE (TYPICAL) BARRELS •w{N 5 WTI "ROAD CLOSED* (TYPICAL)\T't RELOCATE E%ISTNC NCit 25 SIN PET YUTCO G� i* STREET sal AND ACID'0ETOIR(R)' F� AND 0ETOUR(Q'SIGNS PER MUTCO -- _ B''.UF RIBBON NURSERY:NC • 141 DM)a O 1.CONTRACTOR SMALL PROVIDE A ANAL ROAD CLOSURE MD DETOUR SIGNING PLAN PER THE MUTCD FOR APPROVAL INSTALL'ROAONMv AHEAD' 2. DETOUR PLAN MID COUNTY APPROVEGNAGE SUBMITTAL MUST BE APPROVED SIGN 500 LF.EAST O BY HELD OR PUBIC WORKS PRIOR TO BEGINNING MONK. uI NCR 25 3. CONTRACT SHALL REMOVE ALL MATERIALS FROM 1NE CANAL AND REGRADE ME CANAL TO ITS ORONAL CO-40010N UP0N INSTALL'END OF R0ADWOv' COMPLETION AND ACCEPTANCE OF ME BRIDGE REPLACEMENT. ,..; SIGN 500 LP. EAST OF KR 25 i 0 I is. its et INSTALL'ROADNORK MEAD' 2 SIGN 1000 LF.EAST OF i gi I VCR 2.5 [CO NO.: rIIII//IISHEET illO-1L-0 Hello