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Home My WebLink About20051056 RESOLUTION RE: APPROVE LONG TERM ROAD MAINTENANCE AND IMPROVEMENTS AGREEMENT FOR WELD COUNTY ROADS 18 AND 25 AND AUTHORIZE CHAIR TO SIGN - SW CHAMBERS, LLC 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 Improvements Agreement for Weld County Roads 18 and 25 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 SW Chambers, LLC,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 for Weld County Roads 18 and 25 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 SW Chambers, LLC, 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 March, A.D., 2005. BOARD OF COUNTY COMMISSIONERS Id WELD COUNTY, COLORADO William H. J e, Chair fir Ai t lerk to the Board ismM. J. ei e, Pro-Tem 4.` „r. .,i ° .0 ,. erk to the Board EXCUSED .�.. Davie= bpng v ). APP ED AS Robert D. Maslen y Attm ey � m � EXCUSED Glenn Vaad Date of signature: i 2005-1056 �� p EG0052 rr /,icyag" 0. a o4F- J2 -or rittit; MEMORANDUM TO: Clerk to the Board DATE: March 21, 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 for WCRs 18 and 25 with SW Chambers LLC. Attached are three,duplicate original documents. Please return two original to Public Works as soon as the documents are signed by the Chair. The appropriate documentation is attached. Enclosures pc: Keith Meyer, Engineering Division Manager Donald Carroll, Public Works Engineering Administrator M:AErancieAAgendaDonald.doe M: \Francie\AgendaDonald. doc 2005-1056 788 005 COUNTY OF WELD, STATE OF COLORADO LONG-TERM ROAD MAINTENANCE AND IMPROVEMENTS AGREEMENT FOR COUNTY ROADS 18 AND 25 (CHAMBERS) THIS AGREEMENT made and entered into thiso2'y^- day of 1/{0/}-ieG1/ , 2005, by and between the County of Weld, State of Colorado, hereinafter called "COUNTY" and SW CHAMBERS, LLC (permitted under the name Heit Farms, LTD, USR-1444), hereinafter called"CHAMBERS". WHEREAS,CHAMBERS has acquired land use permits from the COUNTY for gravel mining,an asphalt and concrete batch plant on 101 acres located in part of Lots 4,5,and 6,Lupton Meadows Land Division No. 1;part of the N2 SE4 and part of the S2 NE4,Section 13,Township 2 North,Range 67 West of 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 gravel pits, and WHEREAS, this Agreement is reached concurrently with a corresponding Agreement with the Zadel Family, LLLP(hereinafter ZADEL) regarding the same roads, and WHEREAS, the gravel pits and plant site will generate an increase in truck traffic, and WHEREAS, existing Weld County Roads 25 and 18 that serve the gravel pit and plant sites will require increased maintenance and improvement due to the increase in truck traffic, and WHEREAS,COUNTY and CHAMBERS have reviewed maintenance and improvements proposals put forth by CHAMBERS,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 CHAMBERS mutually agree as follows: 1. CHAMBERS will have the following duties for the duration of any material haulage from its CHAMBERS gravel pit operation(permitted as USR-1444)with the legal description as part of Lots 4, 5, and 6, Lupton Meadows Land Division No. 1; part of the N2 SE4 and part of the S2 NE4, Section 13,Township 2 North, Range 67 West of the 6th P.M. Weld County, Colorado: Haul Route A. All haul trucks will exit the site via the existing access road directly onto Weld County Road (WCR)25 southbound. From WCR 25,the trucks will turn left on to WCR 18 and head east M:\WPFILES\AGREEMNI\Road-Improv\Heit_NCCN-Ieit_final 3-07-05.docM:\WPFILES\AGREEMNT\Road-Improv\Heit_NCCI1Heit_final 3- 07-05.doc - 1 _ diNft1111111111111131111111111111mn 111111111111111111111111111111111111111 III 111111111 IIII 3387005 05/10/2006 Weld 3275788 04/08/2005 03:05P Weld County, CO C Moreno 0.00 Steve 00 D 1 of 71 R 0. lerk& Recorder 1 of 8 R 0.00 0 0.00 Steve Moreno Clerk& Recorder towards U.S.Highway 85. The parties anticipate that approximately 90%of the trucks will travel southbound on U.S. Highway 85 and 10%will travel northbound. Improvements B. 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. C. CHAMBERS and ZADEL shall complete the road improvements associated with the proposed operation and as outlined in this agreement according to the following schedule. 1. CHAMBERS and ZADEL 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 and H shall be completed within 12 months from the execution of this agreement. D. CHAMBERS and ZADEL will provide testing services and inspection for the construction of the improvements.The COUNTY will only provide oversight. A professional engineer retained by CHAMBERS and ZADEL and registered in the State of Colorado,shall provide the COUNTY with a letter that certifies the proper installation of the improvements. E. CHAMBERS shall pay a proportional share of the improvements as shown in Exhibit"A". F. The improvements attributable to CHAMBERS 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 CHAMBERS in proportion to its contribution as calculated prior to the approval of any amendment to the EVERIST USR. G. 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 M:\WPFILESW GREEMNT\Road-Improv\Heit_NCCRHeit_final 3-07.05.docM:\WPFILESWGREEMN'\toad-Improv\Heit_NCCIU{eit_final 3- 07.05.doc -2 - Nitilili lullIIII1111111111111111 11111111111111111111111IIIII11111111111III1111111111111 9275788 04/08/2005 03:05P Weld County, CO 3387005 05/10/2006 02:15P Weld County, CO 2 of 8 R 0.00 D 0.00 Steve Moreno Clerk& Recorder 2 of 71 R 0.00 0 0.00 Steve Moreno Clerk& Recorder and construction of a school bus pull-off. H. The remaining segments include REALIGNMENT at both approaches to Bridge 18/25B;as 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. I. CHAMBERS and ZADEL 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 CHAMBERS, ZADEL, Weld County, and other gravel haulers in the immediate area. J. The engineering design and construction plans shall be the responsibility of CHAMBERS and ZADEL. CHAMBERS and ZADEL 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." K. The applicants shall warrant and guarantee their portion of the improvements for a period of one year from completion. Maintenance L. CHAMBERS agrees to excavate, repair, or patch any damage on said road that has been created by truck hauling from CHAMBERS gravel pits 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 from Weld County Public Works. There will be an annual inspection in the spring of each calendar year of the roadways to determine actual conditions and what work is to be performed that summer if any repairs are needed. M. At any time in the future, if routine road maintenance is required,CHAMBERS will pay a proportionate cost share based on truck traffic. The proportional percentages are set forth in Exhibit"B". N. In the event total road reconstruction is required,CHAMBERS shall pay a proportional share of the cost to reconstruct. The proportional percentages are set forth in Exhibit "B". M:\WPFILES\AGREEMN Road-Improv\Heit_NCCpHeit_final 3-07-05.docM:\WPFILESWGREEMNT\Road-lmprov\Heit_NCCI\Heit final3- 07-05.doc -3 - 'Illthttl 441111t111111111111111111111111111111111111111111111 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 11111111111110/20061111111111111111111111111111111111111111111 d 3387005 05/ 02:15Pl County, CO 3275788 04/08/2005 03:05P Weld County, CO 3 of 71 R 0.00 D 0.00 Steve Moreno Clerk & Recorder 3 of 8 R 0.00 0 0.00 Steve Moreno Clerk& Recorder CDOT Improvements O. CHAMBERS and ZADEL shall address all the Colorado Department of Transportation (CDOT)access issues at the intersection of U.S. Highway 85 and WCR 18 by referring 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 CDOT in their referral dated August 26, 2003. 2. 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 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. 3. 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. 4. 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. 5. Sale or transfer of the operation permitted under USR-1444 shall not relieve CHAMBERS of its obligations under this Agreement. Should CHAMBERS file bankruptcy,or in any way attempt to disavow or renounce the obligations of this Agreement, the COUNTY shall have the option of immediately terminating this Agreement. Notwithstanding the terms of this paragraph, the requirements ofUSR-1444 shall not be waived by the terms of this paragraph and the failure to have a maintenance Agreement in effect combined with a lack of good faith effort on the part of CHAMBERS or its successor to enter into a replacement maintenance agreement may be grounds to revoke USR-1444. 6. 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 Manual of Uniform Traffic Control Devices. 7. 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. 8. Mutual Indemnification:To the extent authorized by law,CHAMBERS 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 M:\WPFILES\AGREEMNnoad-Improv\Heit_NCCEHeit_final 3-07-05.docM:\WPFILES\AGREEMNT\Road-Improv\Heit NCCI\Heit final3- 07.05.doc -4 - 11N 1111111111 �� 11111111111111111111 Ilil i ll 11'81 l 11111111111 I6IIIl ILIUM��IIt HIM EM IL 3275788 04/08/2005 03:05P Weld County, CO 3438070 of 71 R 0.00 0 0.00 Steve Moreno Clerk& Recorder 4 of 8 R 0.00 D 0.00 Steve Moreno Clerk& Recorder 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. 9. 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. 10. All notices to be given under this Agreement shall be in writing and delivered in person, facsimile, 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 SW CHAMBERS, LLC 333 W. Hampden Ave., Suite 810 Englewood, CO 80110 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. 12. In addition to any other remedy available to the COUNTY in law or equity, failure to comply with this agreement may be considered as grounds for revocation ofUSR-1444 as it now exists or may, from time to time,be amended in accordance with the procedures of the USR and the Weld County Code. M:\WPFILES\AGREEMNI\Road-Improv\Heit_NCCI\Heit_final 3-O7-O5.docM:\WPFILEs\&GR1nMiqnRoad-Improv3fleit_NCCI\Heit final3- 07-05.doc 5 111111111111111111111111111111111111111 III 11111 IIII IIII .�11�1'11111111111111111111111111111111 III III11 11111111 3387005 05/10/2006 02:15P Weld County, CO 3275788 04/08/2005 03:05P Weld County, CO 5 of 71 R 0.00 D 0.00 Steve Moreno Clerk& Recorder 5 of 8 R 0.00 D 0.00 Steve Moreno Clerk& Recorder 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: SW CHAMBERS,LLC, a Colorado Limited Liability Company 'Yet-l yLLG, e� G � t— By: Chambers Management Corp., Its: Management By: /l�lt119 t Mark D. Campbel ts: Manager ACKNOWLEDGEMENT: ZADEL FAMILY Qn LLLP BY: c io ATTEST: �� BOARD OF COUNTY COMMISSIONERS E Zito WELD COUNTY,COLORADO Weld County Clerk to th;I oa C-(! � �� 1:61 �' h `• ��1♦� �f / By: ct,•-a' Jam• s �� , By: �i `�t' Gi J' Deputy Clerk to thy` William H. Jerke, Chair 3/28/2005 M:\WPFILESWGREEMNI\Road-Improv\Heit_NCCRHeit_final 3-07-05.docM:\WPFILESWGREEMNT\Road-Improv\Heit_NCCI\Heit_final 3- 07-05.doc 6 I IIIIII VIII VIII IIIIII VIII IIIIII VIII III VIII IIII IIII hfllll VIII IIII IIIIII IIIIII IIIIII III VIII IIII IIII 3387005 05/10/2006 02:15P Weld Count, CO 3275788 04/08/2005 03:05P Weld County, CO 6 of 71 R 0.00 D 0.00 Steve Moreno Clerk& Recorder 6 of 8 R 0.00 D 0.00 Steve Moreno Clerk& Recorder SM'af-_.��S� g e y - a p s.x a /^ s�,py `v n W L-'�. e 1 it1 ' xtifity V'tb •f"a' _ w>% , nVFa '} a ro r$4,..44.4.11';'! rg'r ,.,,, : i '.li �XL � C � lgs �, '',r, � e r Sa � wF i r �f ins '4`4"n+% r, 1„,,,,.,,..:4:-.:,,,,,. q �. , ' a d q,n us l� •°,„-..-.4"%"49(1 cz, v ,n_y�� ' Cr _y fY 1 :k4 L .C.v\, ,,i ', 1' C 1 5 JL " :', $ ry �, Lu�v C. . :;47°.• '� 1 5-. tilt, 6 t��SNc-c ,r� r�' -%n rZ� � llx a+�L�h � h .k"K�,.'�TM'F`v,�G.a'r.§''` :� f.. . _ *,-,,,,;.:%.1 s el >r v?rCti ::. r f Y !Y St P.lt.. t )I�j{I� ♦it y �. �. �H. ��N ;p®I�.,�'> :JL - Ado • -c' F7 f�� ! ��. -':'''f.:',.;-:„. 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A i d 51 < t� kwf ROAD MAINTENANCE ' s.. 1'-`'^ '' v ` : - `� I �`;•t ROADWAY MAINTENANCES r HEIT - 55,(1° -f�, t WELD - 1% r NCCI - 44 !f•dF HEIT - 34% r- x ` NCCI - 28% " ��. 11:::,}34 Irv' a t,, � .t C s (yN J f e 0. ��( ♦♦ 1 • I I �" ' I TIT� f I I h ti X5'5 I ,� :- 3 ' < q+F f u t aFzEy d 14,--1,,t4,,":. r . } �bp wv " lL f ifiX}y Sj fP"' Uu` 2av�, '^`%r 4t "b e$iF y+, % �`( y s sR. _ .. .. ii s x.�A i',�� c f 1 ` XI:lltN 11111 ��1 [IIII 111111111111 III 111111111101111111111111111111111111111111111111111 �� 11111 !hill! 3275788 04/08/2005 03:05P Weld County, CO 3387005 05/10/2006 0215P Weld County, CO 8 of 8 R 0.00 D 0.00 Steve Moreno Clerk & Recorder 8 of 71 R 0.00 D 0.00 Steve Moreno Clerk & Recorder ■ ■ EXHIBIT C USR-1444 - , ........F IMr11•I11M re;a7 RI RRRI re=Re PLAN SET October 04, 2005 WELD COUNTY NIIIHYNNTY ENGIN, LkINGUE11,%14FMENT DEPARTMENT OF PUBLIC WORKS APPRO%El) H CONSTRUCTION PLAN AND PROFILE OF PROPOSED SW CHAMBERS LLC By < WELD COUNTY ROAD 25 & WELD COUNTY ROAD 18 Mate -tit.11-5,/, WELD COUNTY SCALE OF DRAWINGS ON PLAN 1" = 40' ON PROFILE 1" = 40' HORIZ. 1" = 10' VERT. NORTH / --1 Volk-oar 85, r03 r TABULATION OF LENGTH & DESIGN DATA END PROJECT CO „m WELD COUNTY ROAD 25�a,,_ LINEAR FEET STA 85+13.97 INDEX OF SHEETS `o o m �- Ki re END PROJECT O STA-HON ROADWAY STRUC MAJOR E '-. 3 a WELD COUNTY ROAD 18 TBEGIN PROJECT _r" i STA 22+40.11 SHEET NO. DESCRIPTION WELD COUNTY ROAD 25 o STA 33+00.00 1 TITLE SHEET I WCR18 !`4 - 2 STANDARD PLANS LIST _, WELD COUNTY ROAD 75 3 GENERAL NOTES STA 33+00.00 BEGIN 5,213.97 _ BEGIN PROJECT - 4 - 5 TYPICAL SECTIONS STA 85+13.97 END WELD COUNTY ROAD 18 ,�4 - 6 SUMMARY OF APPROXIMATE QUANTITIES STA 20+54.96 �p - 7 SURVEY TABULATION WELD COUNTY ROAD 18 w f w In 8 GEOMETRIC LAYOUT m m m STA 20+54.96 BEGIN 185.15 - A, 9 KEY MAP STA 22+40.11 END .p. 10 - 20 WCR 25 PLAN AND PROFILES E o ,<so.) 21 WCR 18 PLAN " o TOTALS 5,399.12 1 4th St 22 - 29 PROFILES AT LEFT AND RIGHT EDGE OF PAVEMENT 30 - 31 EXISTING CROSS-CULVERT PROFILES SUMMARY UN. FT. MILES 32 — 42 DITCH PROFILES 43 DETOUR PLAN Roadway 5,399.12 1.02 Fart Lupton 44 — 48 SIGNING, STRIPING AND EROSION CONTROL PLANS Major Structure 0 0 13 49 — 61 CROSS SECTIONS 67 62 — 63 WCR 25 PAVEMENT PATCHING PLAN GROSS AND NET LENGTH 5,399.12 1.02 52 ... o 3 ID SOUTH \ � ' II „ I EG,ST VICINTITY MAP pi 4b i t ':E4�4 - I111111IIIIIIIIII111111IIIII111111IIIIIIIIIIIIIIIIIIIII �• � 1 frV � ` = °FPT 3387005 05/10/2006 02:15P Weld County, CO liDr.': 4520 9 of 71 R 0.00 D 0.00 Steve Moreno Clerk & Recorder .¢ ' % -� zz ��W. INCLINE ASSOCIATES iTDO BROADWAY, SURE 815 9 • Z✓ .{V . DENVER, COLORADO 80290 O �� .� t 11 (303) 861-9331 AN- ........tG, . Desire, DRY J P0NAt. ---- DRY TITLE SHEET , ■ ______ - EXHIBIT C USR-1444 — «Fa.>i)(-0I !.t.i, t-;NGi.`F.F:KI\(;t)F;t'ART%1t.;NT APPROVED FOR CONS'ikuciIoN Tate -- / ate/�_;'�:: PLAN M STANDARD PAGE PLAN Al STANDARD PAGE PLAN D- '----- AGE MABER IJILE NUMBER ,NUM NUMB TITLE NUMBER R TITLE NU BER )14 M-100-1 STANDARD SYMBOLS 1 0 M-607-1 WIRE FENCES AND GATES (3 SHEETS) 78-80 >Q S-612-1 TY R INSTALLATIONS (5 SHEETS) 1 9-113 )14, M-203-1 APPROACH ROADS 2 0 M-607-2 CHAIN LINK FENCE (3 SHEETS) 81-83 S-614-1 TYPICAL GROUND SIGN PLACEMENT 114 O M-203-2 DITCH TYPES 3 0 M-607-3 BARRIER FENCE 84 S-614-2 CLASS I GROUND SIGN INSTALLATIONS 115 M-203-10 SUPERELEVATION CROWNED HIGHWAYS 4 0 M-607-4 DEER FENCE AND GATES (2 SHEETS) 85-86 0 S-614-3 CLASS II GROUND SIGN INSTALLATIONS 116 0 M-203-11 SUPERELEVATION DIVIDED HIGHWAYS SHOULDER PIVOT 5 C] M-607-10 PICKET SNOW FENCE 87 O 5-614-4 CLASS III SIGNS, SHEET ALUMINUM PANELS (3 SHEETS) 117-119 0 M-203-12 SUPERELEVATION STREETS 6 0 M-608-1 CURB RAMPS 88 0 5-614-5 BREAK-AWAY SIGN SUPPORT DETAILS O M-203-13 SUPERELEVATION DIVIDED HIGHWAYS CENTER PNOT 7 XM-609-1 CURBS, GUTTERS, AND SIDEWALKS . (2 SHEETS) 89-90 FOR GROUND SIGNS (2 SHEETS) 120-121 M-206-1 EXCAVATION AND BACKFILL FOR STRUCTURES (2 SHEETS) 8-9 0 M-611-1 CATTLE GUARD 0 S-614-6 CONCRETE FOOTINGS AND SIGN ISLANDS r (2 SHEETS) 91-92 FOR CLASS III SIGNS ' 0 M-206-2 EXCAVATION AND BACKFILL FOR BRIDGES (2 SHEETS) 10-11 0 1.4-613-1 CONVENTIONAL HIGHWAY LIGHTING (2 SHEETS) 122-124 (3 SHEETS) 93-95 0 a-614-10 TYPICAL MARKER ASSEMBLY INSTALLATIONS 124 hQ M-208-1 TEMPORARY EROSION CONTROL (7 SHEETS) 12-18 0 M-613-2 HIGH MAST LIGHTING (2 SHEETS) 96-97 p M-210-1 MAILBOX SUPPORTSSHEETS) (2 SHEETS) 98-99 0 S-614-11 MILEPOST SIGN AND INSTALLATION 125 (2 19-20 0 M-614-1 RUMBLE STRIPS0 S-614-12 STRUCTURE NUMBER INSTALLATION 126 0 M-214-1 PLANTING DETAILS 21 0 M-615-1 EMBANKMENT PROTECTOR, TYPE 3 100 (BRIDGE INFORMATION SHEET) 0 M-412-1 CONCRETE PAVEMENT JOINTS (3 SHEETS) 22-24 0 M-615-2 EMBANKMENT PROTECTOR, TYPE 5 . 101 0 S-614-14 FLASHING BEACON AND SIGN INSTALLATION (2 SHEETS) 127-128 0 M-506-1 GABIONS AND SLOPE MATTRESS 25 C] M-616-1 INVERTED SIPHON . . . 102 0 S-614-20 TYPICAL POLE MOUNT SIGN INSTALLATION 129 0 M-510-1 STRUCTURAL PLATE CULVERT PIPE H-20 LOADING 26 0 M-620-1 FIELD LABORATORY, CLASS 1 103 0 S-614-21 CONCRETE BARRIER SIGN POST INSTALLATIONS 130 0 M-601-1 SINGLE CONCRETE BOX CULVERT (2 SHEETS) 27-28 0 M-620-2 FIELD LABORATORY, CLASS 2 104 0 S-614-22 TYPICAL MULTI-SIGN INSTALLATIONS 131 CD m @ 0 M-601-2 DOUBLE CONCRETE BOX CULVERT (2 SHEETS) 29-30 0 M-620-11 FIELD OFFICE, CLASS 1 105 0 S-614-40 TYPICAL TRAFFIC SIGNAL INSTALLATION DETAILS (5 SHEETS) 132-136 E 8II 0 M-601-3 TRIPLE CONCRETE BOX CULVERT (2 SHEETS) 31-32 0 M-620-12 FIELD OFFICE, CLASS 2 106 0 S-614-50 OVERHEAD SIGNS MONOTUBE (12 SHEETS) 137-148 5 I i 0 M-601-10 HEADWALL FOR PIPE CULVERTS 33 x M-629-1 SURVEY MONUMENTS (2 SHEETS) 107-108 D4 TYP ICAL PICAL PAVEMENT MARKINGS (5 SHEETS) 149-153 0 M-601-11 TYPE "S" SADDLE HEADWALL FOR PIPE CULVERTS 34 S-630-1 TRAFFIC CONTROLS FOR HIGHWAY D M-601-12 HEADWALLS AND CULVERT OUTLET PAVING 35 CONSTRUCTION (10 SHEETS) 154-163 ' 7:1 THE STANDARD PLAN SHEETS INDICATED HEREON BY A pq S-630-2 BARRICADES, DRUMS, CONCRETE BARRIERS 0 M-601-20 WINGWALLS FOR PIPE OR BOX CULVERTS 36 MARKED BOX ARE TO BE USED TO CONSTRUCT THIS (TEMP) & VERTICAL PANELS 164 F a^ M-603-1 METAL AND PLASTIC CULVERT PIPE (2 SHEETS) 37-38 PROJECT. 0 S-630-3 FLASHING BEACON (PORTABLE) DETAILS 165 _ 0 M-603-2 REINFORCED CONCRETE PIPE 39 0 M-603-3 PRECAST CONCRETE BOX CULVERT 40 X M-603-10 CONCRETE AND METAL END SECTIONS (2 SHEETS) 41-42 ct• CO m 0 M-604-10 INLET, TYPE C 43 `REVISED M & S STANDARDS" SHEETS ISSUED TO DATE: 0 M-604-11 INLET, TYPE D 44 I' �u-o JUNE 24, 2004 o 8 0 M-604-12 CURB INLET, TYPE R (2 SHEETS) 45-46 M-203-10, SUPERELEVATION CROWNED HIGHWAYS ci p M-604-13 CONCRETE INLET, TYPE 13 47 OCTOBER 29, 2003 M-609-1, CURB. GUTTERS, & SIDEWALKS 0 M-604-20 MANHOLES (3 SHEETS) 48-50 OCTOBER 14, 2004 0 M-604-25 VANE GRATE INLET WITH FRAME (5 SHEETS) 51-55 S-612-1, TYPICAL DEUNEATOR INSTALLATIONS AND CONCRETE APRON JUNE 29, 2004 COLORADO 0 M-605-1 SUBSURFACE DRAINS 56 5-614-1, TYPICAL GROUND SIGN PLACEMENT DEPARTMENT OF TRANSPORTATION 0 M-606-1 GUARDRAIL, TYPE 3, W-BEAM (15 SHEETS) 57-71 AUGUST 15, 2002 S-614-2, CLASS I GROUND SIGN INSTALLATIONS O M-606-12 GUARDRAIL TYPE 4, CONCRETE BARRIER . . (2 SHEETS) 72-73 JANUARY 26, 2005 0 M-606-13 GUARDRAIL, TYPE 7, F-SHAPE BARRIER . (4 SHEETS) 74-77 S-627-1, TYPICAL PAVEMENT MARKINGS STANDARD PLANS LIST NOVEMBER 15, 2004 M & S STANDARDS S-630-1, TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION OCTOBER 1, 200O INCLINE ASSOCIATES 1710 BROADWAY, SUITE Sib —__- -.-_= DENVER, COLORADO 80290 IIIII III IIIlfI III IIII (�3)lIlllllIIIII111II I11111111111111 County, CO ° "_ ;? !`�----- I 3387005 05/10/2006 02:15P Weld ty 1 10 of 71 R 0.00 D 0.00 Steve Moreno Clerk& Recorder -.—_--. `" I °n" iiimiiimmii • - EXHIBIT C USR-1444 - GENERAL NOTES 1. THE COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPICIFICATIONS 14. ALL MATERIALS, EQUIPMENT. INSTALLATION, CONSTRUCTION, AND DESIGN, INCLUDING THE AUXILIARY LANE(S) ANT) INTERSECTION 30. ALL CERTIFICATIONS, MATERIALS TEST REPORTS, AND ANY REQUIRED 'AS BUILT" PLANS SHALL AND STANDARD PLANS M & S STANDARDS, LATEST EDITION, ARE TO BE IMPROVEMENTS) WITHIN THE STATE HIGHWAY SHALL BE IN ACCORDANCE WITH THE FOLLOWING DEPARTMENT STANDARD REFERENCES BE PROVIDED TO THE ACCESS INSPECTOR. PRIOR TO FINAL ACCEPTANCE. THOSE DOCUMENTS WILL BE USED FOR TECHNICAL CONSTRUCTION DETAILS/SPECIFICATIONS FOR AS APPLICABLE. INCORPORATED IN THE PERMIT FILE. ITEMS NOT SPECIFICALLY ADDRESSED IN THE WELD COUNTY A. STATE HIGHWAY ACCESS CODE, 2 CCR 601-1 ROADWAY DESIGN AND CONSTRUCTION STANDARDS. B. ROADWAY DESIGN MANUAL 31. HIGHWAY WIDENING SHALL BE CONSTRUCTED TO ENSURE SUB-GRADE WITH MINIMUM 62 C. MATERIALS MANUAL R-VALUE FOR TOP 2' (SUB-EXCAVATION IS REQUIRED AS NECESSARY). CERTIFICATE OF R-ALU£ 2. UTILITY ONES AS SHOWN N THE PLAN SHEETS ARE PLOTTED FROM THE D. CONSTRUCTION MANUAL SHALL BE PROVIDED TO THE ACCESS INSPECTOR PRIOR TO THE FINAL ACCEPTANCE. BEST AVAILABLE INFORMATION, THE CONTRACTOR'S ATTENTION IS DIRECTED E. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION TO PARAGRAPH 105.06 OF THE STANDARD SPECIFICATIONS CONCERNING F. APPLICABLE PRE-DATE SPECIAL PROVISIONS 32. PAVEMENT PATCHING WORK SHALL BE COMPLETE PRIOR TO STARTING WORM ON WCR 25. UTILITIES. G. STANDARD PLAN (M&S STANDARDS) PAVEMENT PATCHING WILL BE DONE BY WELD COUNTY DEPARTMENT OF PUBLIC WORKS AND 3. THE INFORMATION SHOWN ON THESE PLANS CONCERNING TYPE AND H. MANUAL oN UNIFORM TRAFFIC CONTROL DEVICES (M.u.T.C.D.) FOR STREETS AND HIGHWAYS AND THE COLORADO SUPPLEMENT WILL REQUIRE 6• PETE. THE PERMITTEE SHALL COORDINATE THIS WORK WITH LOCATION OF UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL THERETO. MARC STREET A f 111 H 4000, I. A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION E . 3780. INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING ALL %,OFFICIAL (AASHTO), LATEST EDITION. I j)('(1( ` } DETERMINATIONS AS TO THE TYPE ANO LOCATION OF UNDERGROUND AND J. AASHTO ROADSIDE DESIGN GUIDE F!(.Itit`.!-.Iliti(;I/I I'A({('»P;til• OTHER UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE. K. INSTITUTE OF TRANSPORTATION ENGINEER'S TRIP GENERATION MANUAL, 6TH EDITION 4. THE CON-ACTOR SHALL CALL THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) 1-600-922-1967 15. ACCESS CONSTRUCTION WITH HIGHWAY ROW AND ALL HIGHWAY IMPROVEMENTS SHALL COMPLY WITH COMPLETE ACCESS PERMIT NOIINCLUDING THE DAY U LOCATIONS 2 OF ACTUAL NOTIFICATION, PRIOR TO ANY EXCA AETI SS DAYS, IN ON, AND NOTICE TO PROCEED (NIP). A COPY OF THAT PERMIT AND NTP SHALL BE AVAILABLE ON THE CONSTRUCTION SITE AT ALL f -i1 iTIpk()% ED I..<JR ( ()tiS 'RUCTION TIMES. THE EXPENSE OF ALL FEATURES AND ROADWAY IMPROVEMENTS SHALL BE BORNE BY THE PERMITTEE AT NO COST TO COOT. 5. FOR PRELIMINARY PLAN QUANTITIES OF BITUMINOUS MATERIALS, THE ALL CHANGES AS SHOWN ON THE PLANS SHALL BE COMPLETED BY THE PERMITTEE, INCLUDING FINAL SIGNING AND STRIPING. BE AS D G RATES MIE OF B ATHE ENGINEER NION WERE USED. RATES OF APPLICATION SHALL 16. A COLORADO REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY THE PERMITTEE SHALL CERTIFY MATERIALS TESTING. ONE _BE AS DETERMINED BY THE AT THE TIME OF APPLICATION. SIGNED COPY OF ALL MATERIALS TEST RESULTS AND CERTIFICATION OF THE R- VALUE OF SUB-GRADE AND EMBANKMENT WITHIN TACK COAT DILUTED EMU. ASPH. SLOW-SETTING 0 0.1 GALS/SQ. YD. (DILUTED) 'THE HIGHWAY ROW SHALL BE PROVIDED TO THE ACCESS MANAGER WITHIN TWO WEEKS OF CONSTRUCTION ACTIVITY. UPON it ' �. BITUMINOUS PAVEMENT 0 110 LBS. PER SQ. YD, PER INCH COMPLETION OF THE ACCESS IMPROVEMENTS, CERTIFICATION OF MATERIALS AND CONSTRUCTION SHALL BE PROVIDED TO THE ACCESS - N [ i_�- AGGREGATE BASE COURSE (CLASS 6) 0 133 LBS. PER CU. FT. MANAGER. SEE SHEET 13A FOR FORM. 1HE CERTIFICATION OF MATERIALS AND CONSTRUCTION FORM SHALL BE PROVIDED TO THE - !- DILUTED EMULSIFIED ASPHALT FOR TACK COAT SHALL CONSIST OF ONE (1) PART ACCESS INSPECTOR PRIOR TO THE FINAL ACCEPTANCE. j EMULSIFIED ASPHALT AND ONE (1) PART WATER. 17. THE PERMITTEE SHALL COORDINATE WITH THE REGION ACCESS MANAGER TO OBTAIN APPROVAL OF AN ACCEPTABLE I kite' -7 i' " - - 6. A TACK COAT OF EMULSIFIED ASPHALT (SLOW—SETTING) IS ASPHALT/CONCRETE MIX DESIGN. l s. DILUTED BE APPLIED I BETWEEN LT FONT TACK RsEsCOAT TSHALL O IMPROVE THE $ONO. 16, PROOF ROLLING IS RECOMMENDED AS AN INDICATOR OF PROPER PREPARATION OF SUB—GRADE PRIOR TO PAVING. EMULSIFIED EMULSIFIED ASPHALT T FOR COAT CONSIST PROOF—ROLLING SHALL NOT SUBSTITUTE FOR STANDARD MATERIAL TESTING. OF ONE PART AND ONE PART WATER. 7. ANY LAYER OF BITUMINOUS PAVEMENT THAT IS TO HAVE A SUCCEEDING 19. THE PROJECT SHALL BE COMPLETED DURING A SINGLE CNSTUCTION SEASON. `- LAYER PLACED THEREON SHALL BE COMPLETED FULL WIDTH BEFORE SUCCEEDING 20. PERMITTEE SHALL DESIGNATE A CERTIFIED TRAFFIC CONTROL SUPERVISOR TCS) TO MANAGE CONSTRUCTION SIGNAGE AND r, LAYER t5 PLACED. ( PRE—EXCAVATION CHECKLIST m m coT. SAFETY OF OPERATIONS DURING ACTIVITIES WITHIN COOT ROW. TCS SHALL BE AVAILABLE WHENEVER WORK IS IN PROGRESS. 8. WATER SHALL BE USED AS A OUST PALLIATIVE WHERE REQUIRED. LOCATIONS�� SHALL BE AS ORDERED AND WILL NOT BE PAD FOR SEPARATELY. 21. PERMITTEE DR CONTRACTOR SHALL PROCURE AND MAINTAIN GENERAL PUBLIC AND AUTO LIABILITY, AND PROPERTY DAMAGE Q GAS AND OTHER UTILITY LINES SHOWN ON PLANS INSURANCE COVERING THE OPERATION UNDER THIS PERMIT IN AMOUNTS SPECIFIED IN SECTION 23-10-114, C.R.S. POLICIES SHOULD 5 a 6 9. DEPTH OF MOISTURE — DENSITY CONTROL FOR THIS PROJECT SHALL NAME THE STATE OF COLORADO AND WELD COUNTY AS ADDTIONAL INSURED PARTY. LIKE COVERAGE SHALL BE FURNISHED BY OR ON C7 UTISLITIESS DAYS LOCATING CALLED AT LEAST 2 BE AS FOLLOWS: BEHALF OF ANY SUBCONTRACTORS. CERTIFICATES OF INSURANCE SHOWING COMPLIANCE WITH THESE PROVISIONS SHALL. BE PROVIDED AND WILL BE ATTACHED To AND MADE A PART OF THIS PERMIT. (A COPY OF THE INSURANCE POLICY SHALL BE PROVIDED TO THE COOT d UTILITIES LOCATED AND MARKED < FULL DEPTH OF ALL EMBANKMENTS ACCESS MANAGER FOR ATTACHMENT TO THE ACCESS PERMIT/NOTICE TO PROCEED PRIOR TO BEGINNING ANY WORK WITHIN THE HIGHWAY o BASES OF CUTS AND FILLS 0.5 FOOT RIGHT-OF-WAY.) I] EMPLOYEES BRIEFED ON MARKING AND COLOR CODES' • 10. EXCAVATION REQUIRED FOR COMPACTION OF BASES OF CUTS AND FILLS 22. DEVELOPMENT OF THIS SITE AND ACCESS CONSTRUCTION SHALL NOT NEGATIVELY IMPACT OTHER PROPERTIES OR THE STATE I=I EMPLOYEES TRAINED ON EXCAVATION AND SAFETY -a WILL BE CONSIDERED AS SUBSIDIARY TO THAT OPERATION AND WILL NOT HIGHWAY ROW. THE HISTORICAL DRAINAGE RUN-OFF RATE SHALL NOT BE EXCEEDED BY CHANGES. ALL DRAINAGE ISSUES SHALL BE PROCEDURES FOR NATURAL GAS LINES c` BE PAID FOR SEPARATELY. RESOLVED PRIOR TD ISSUANCE OF PERMIT. 4 11. THE TYPE OF COMPACTION FOR THIS PROJECT SHALL BE MSHTO T99. 23. NO FEATURE (I.E. LANDSCAPING OR SIGNS) SHALL IMPAIR REQUIRED SIGHT DISTANCE AT ANY HIGHWAY ACCESS. O EXPOSEwHEN E LINES BY APPROACHES EFULP GAS LINES.D EMPLOYEES WATER FOR COMPACTION Will NOT BE PAID FOR SEPARATELY. BUT SHALL LINES BY CAREFUL PROBING AND HAND DIGGING — BE INCLUDED IN THE WORK. 74. THE HIGHWAY ROW SHALL BE VISUALLY INSPECTED BY COOT FOR PRESENCE OF ARCHAEOLOGICAL. PALEONTOLOGICAL RESOURCES. y'�r THREATENED OR ENDANGERED SPECIES, WETLANDS, AND MIGRATORY BIRD NESTING. IF MORE DETAILED STUDIES ARE NEEDED TO m 12. ALL STATIONING IS BASED ON CENTERLINE OF ROADWAYS UNLESS OTHERWISE DETERMINE PRESENCE OF THESE RESOURCES THE COST WILL BE BORNE BY THE PERMITTEE. COOT MUST APPROVE OF THE 0 8' NOTED. STATIONS AND OFFSETS ON EXISTING FEATURES AND UTILITIES OLIALIFICATIONS OF THE PERSONS ASSIGNED TO CONDUCT THE INSPECTION. IF THE RESOURCE CANNOT BE AVOIDED THEN ALL COSTS `A_C,A./A.P.W.A, STANDARD UTILITY MARKING COLOR COOL a L,t ARE APPROXIMATE AND ARE TO BE VERIFIED IN THE FIELD BY CONTRACTOR. ASSOCIATED WITH THE MIGRATION AND RECOVERY WILL BE BORNE BY THE PERMITTEE NATURAL GAS -- YELLOW -- RED A A X. 13. DISPOSAL OF EXCESS MATERIAL OFF-SITE, REGARDLESS OF PROPERTY 25. UTILITY PLANS ARE NOT REVIEWED OR AUTHORIZED BY THE ACCESS STAFF AND MUST BE SUBMITTED TO THE REGION UTILI ELECTRIC TY WATER -- BLUE OWNERSHIP, MUST BE DONE IN ACCORDANCE WITH ALL FEDERAL, STATE. OFFICE. THE PERMITTEE SHALL LOCATE ALL UTILITIES WITHIN THE EXISTING ROW AND ANY AREA WHICH MAY BE EFFECTED BY WASTEWATER -- GREEN AND LOCAL ENVIRONMENTAL REGULATIONS AND THE CDOT PRAIRIE DOG ACCESS OR ROADWAY IMPROVEMENTS. PLAN SHALL CONFORM TO SECTION 2.3(11)(F) OF THE STATE HIGHWAY ACCESS CODE. THE PHONE -- ORANGE POLICY. IF THE CONTRACTOR HAS ANY QUESTIONS ABOUT WHETHER OR PERMITTEE SHALL CONTACT THE REGION UTILITY OFFICE, (970) 350-2158. FIBER OPTIC -- PINK NOT THEY ARE IN COMPLIANCE, THEY SHOULD CALL THE REGION 4 ENVIRONMENTAL MANAGER. 26. LANDSCAPING WITHIN THE STATE HIGHWAY ROW REQUIRES THE PERMITTEE TO OBTAIN A COOT LANDSCAPING PERMIT FROM THE MAINTENANCE SECTION. THE ACCESS PERMIT DOES NOT AUTHORIZE THAT ACTIVITY, ALTHOUGH A PROPOSED LANDSCAPING PLAN SHALL BE INCLUDED IN THE ACCESS PERMIT DOCUMENT. IRRIGATION OF FEATURES WITHIN THE ROW MAY REQUIRE THE PERMITTEE TO INSTALL A SUBSURFACE DRAIN IN ACCORDANCE WITH COOT STANDARD M-605-i OR OTHER APPROVED SYSTEM. 27. APPLICATION OF 4' TOPSOIL SOIL PREPARATION, FERTILIZING, SEEDING AND MULCHING IS REQUIRED WITHIN THE RIGHT-OF-WAY LIMITS ON ALL DISTURBED AREAS NOT SURFACED. THE FOLLOWING TYPES AND RATES SHALL BE USED: COMMON NAME BOTANICAL NAME LBS PLS/ACRE BLUE GRAMA V. N.M. NAIVE BOUTELOUA 45 SMOOTH BROM V. MANCHAR BROMUS INERMIS 45 WESTERN WHEATGRASS V. ARRIBA PASCOPYRUM SMITHII 45 LITTLE BLUESTEM SCHIZACHYRIUM SCOPARIUM 45 BUFFALO GRASS (TREATED) BUCHLOES DACTYLOIDES 45 _-O' TOTAL 16 ir,...„..4,..,(2,.. ► �'A'1.�r7•p• COMMERCIAL FERTILIZER ANALYSIS (%) LBS'ACRt - �P• OB AVAILABLE �1 . NITROGEN 16 45 _ �� PHOSPHORUS 46 115 ` I ¢/ /� . SEEDING APPL :ATION: DRILL SEED OR HAND BROADCAST .25' - .50' INTO TOPSOIL. -'' E 520 T• m...,,,K,, • '5(C169 • .INr_L1NE„SSL)CIATE1700 BROADWAY, SUI'!E e15 l��1��Ill It it HYDRALx C-MULCH IIS ALLOWED IN ACCORDANCEWITH SPECT213.03.PER A:RL MECHANICALLY OR HAND-CRIMPED IPiTC TO SOIL. �'• �� i�� u DENVER., COLORADO 80290 I 1111$11111111111111111111t P Weld County, CO 3 . _ (303) 8619331 33870057105R/100./020006D 0 00 Steve Moreno Clerk& Recorder ��S/ONN+1 L��\�/ ^ Jcil9^e` DMA' - - :aeto,Ie U4 11 of - L O,c'wi,�.,N I 63 i rowi,I _._ �,__._.. . __.__._._ ..____--__-.._._—____._.__.,.......__. __.-._.-_.. ._ . ._.._ _._... _ ._.._-_ _r-�.. • , ,- r r I silimmimmommainimiliminma - EXHIBIT C USR-1444 - '. WCR 25 �3.0" HBP EX. R.O.W. EX. R.O.W. EMULSIFIED ASPHALT • I. (GRADING 5)(PG 64-22) 2.0" HBP L. 30' 30' _(GRADING S)(PG 64-22) 1' ABC BENCH EXISTING GRAVEL ROAD I 1' ABC BENCH 6" AGGREGATE BASE COARSE (CLASS 6) 10' 3' 4' 12' 12' 4' r 3' 10' SHLDR. LANE LANE SHLDR. 4? iN_ 4 TYPICAL ASPHALT PAVEMENT SECTION N.T.S. PGL 2.0X 2.0X 111 1.11('O1 AT%. 3•, "5, •---' . P.o,ss. ENGINE:t.1(1M;I)1•:1'AR 1'N1I':NT 5" HBP • \-EXISTING GROUND. SEE PAVEMENT SECTION DETAIL '� ll'1TON i i) FOR CONSTRUCTION 11ON P.O.S.S. 6" ABC A CUT CONDITION SEE PAVEMENT SECTION DETAIL FILL CONDITION / PROPOSED EDGE OF WCR 25 PAVEMENT STA. 67+15 TO STA. 85+13.97 ;`, -7 i �, WELD COUNTY ROAD 25 r LOCATION OF DRIVEWAY TYPICAL SECTION (FULL DEPTH) a CALL Our ON ROADWAY PLANS I } • SCALE: 1�'-1' (1,1►1' f`�- ,'..;/.17(,,--;.• -- - a c.. WCR 25 / r 4' m mm _ w --.._ —--- yr 0 8 EX. R.O.W. EX. R.O.W. Rcj 8 0 0 30' 30' , 6a5 1' ABC BENCH r EXISTING PAVEMENT J 1 1' ABC BENCH o r PLAN 10' 3' 4' 12' 12' 4' If 3' 10' SHLDR. LANE LANE SHLDR. F " I I 4' WCR25PROPOSPAVEM£NTED EDGE OF PROPOSED DRIVEWAY PAVEMENT [ PROPOSED HBP WIDENING m PROVIDE A SMOOTH TRANSITION PROPOSED 3" H8P OVERLAY 'S I LEFT EOP PGL rk PGL EXISTING GROUND FROM END OF PAVEMENT TO RIGHT EOP PGLEXISTING GROUND o;o 1 VARIES VARIES An - - P.O.S.S. , 1 _ .._, . . - [ EXISTING PAVEMENT 3" HBP EXISTING GROUND 3"t ASPHALT OVERLAY P.O.S.S. • TO BE PLACED AT TIME OF FINAL 5' HBP 1'* LIFT ON WIDENED ROADWAY PORTION 1'* SEE PAVEMENT SECTION DETAIL SECTION FILL CONDITION ` �' 6" ABC- z 7 CUT CONDITION SEE PAVEMENT SECTION DETAIL DRIVEWAY DETAIL STA. 33+00 TO STA. 67+15 -" " s WELD COUNTY ROAD 25 - •: RE , �� TYPICAL SECTION (OVERLAY) ` 'A'. 'E ' r.4 '. SCALE: 1,1"-1' r` i,° R+: 4520 ;� TYPICAL SECTION NOTES: '�.e; :44, . p • 1. l THE CONTRACTOR WILL BE REQUIRED TO PLACE MINIMUM 4 4. SEE PLAN AND PROFILE SHEETS FOR SPECIFIC WIDTHS 7, THE SAWCUT LINE WILL BE A VERTICAL EDGE A MINIMUM O S Z3 INCHES OF TOPSOIL TO THIS LINE. AND LOCATIONS OF TAPERS. OF 1' FROM THE EXISTING EDGE OF' PAVEMENT. '� •• •• N• �= THE CONTRACTOR SHALL TACK COAT THE EXPOSED VERTICAL FSS►•••••�•• 2. BREAK POINTS IN SLOPES AND BOTTOMS OF DITCHES SHALL 5. SIDE SLOPES: ASPHALT EDGE PRIOR TO PAVING. THE SAWCUTTING ioNA L E - �- .S"IE 815 ,INCLINE ASSOCIATES 1700 BROADWAY, SUITE" 815 : BE ROUNDED DURING CONSTRUCTION FOR A CONTOURED ALL SLOPES SHALL BE 3:1 UNLESS NOTED OTHERWISE. WILL NOT BE PAID FOR SEPARATELY, BUT INCLUDED • - ____---_- - DENVER, COLORADO 80290 ', APPEARANCE. IN CERTAIN CASES, SLOPES MAY VARY IN ACCORDANCE WITH IN THE REMOVAL OF ASPHALT MAT ITEM. 1 (303) 861-9331 THE CROSS SECTIONS, OR AS DIRECTED 9Y THE ENGINEER. Designer ORK 3. Q VERITICAL ALIGNMENT CONTROL POINTS. r a APPROXIMATE THICKNESS 8. THE CONTRACTOR SHALL ADJUST SLOPES AS NEEDED TO DetoHer DRY, AVOID EXISTING FENCE, POWER POLES AND TELEPHONE I' ll II 'I'll I'll VIII ili VIII III liiiI III IIII PEDISTALS. SEE CROSS SECTIONS FOR ADDITIONAL INFORMATION. Orawing Number 4 of 63 Drawings Weld l County, CO we Ai 25 T YP C SE TI0NS 3387005 05/10/2006 02:15P 12 of 71 R 0.00 D 0.00 Steve Moreno Clerk & Recorder EXHIBIT C USR-1444 - TYPICAL SECTION NOTES: 1. THE CONTRACTOR WILL BE REQUIRED TO PLACE MINIMUM 4 ____�__._._ INCHES OF TOPSOIL TO THIS LINE. i* ' i I I (U \ n 2. A BREAK POINTS IN SLOPES AND BOTTOMS OF DITCHES SHALL Q WCR 18 I V . *°,; p ;! IN'P:UN i'MVNT BE ROUNDE ROA CED DURING CONSTRUCTION FOR A CONTOURED AI 24' e I f 3. O VERITICAL ALIGNMENT CONTROL POINTS. SEE ROADWAY PLANS FOR ADDITIONAL INFORMATION ` \1fri ,1Of I. ) t tl 1.•ON 1f Ht4,711 ,N 1' ABC BENCH 4. SEE PLAN AND PROFILE SHEETS FOR SPECIFIC WIDTHS AND LOCATIONS OF TAPERS. 12' 12' 12' 3' K. 5. SIDS SLOPES: EXISTING LANE EXISTING LANE TURN LANE ALL SLOPES SHALL SL 3.1 UNLESS NOTED OTHERWISE. __ L P f - CERTAIN CASES SLOPES MAY VARY IN ACCORDANCE ENGINEER. WITH THE CROSS SECTIONS, OR AS DIRECTED BY THE EiJGiNEER. 11 i 2;°34„. 6. • APPROXIMATE THICKNESS 7. * THE SAWCUT LINE WILL BE A VERTICAL EDGE A MINIMUM OF 7'' FROM TH E THE EXISTING EDGE OF PAVEMENT. SEE BUTT JOINT EXISTING GROUNE THE CONTRACTOR SHALL TACK COAT THE EXPOSED VERTICAL DETAIL _ _ �._.--.. ASPHALT EDGE PRIOR TO PAVING. THE TING --- 2.0% r�' ------' - _'-'- -"" WILL NOT BE PAID FOR SEPARATELY, BUT INCLUDED J... �.� IN THE REMOVAL OF ASPHALT MAT ITEM. I8. THE CONTRACTOR SHALL ADJUST SLOPES AS NEEDED TO - EXISTING PAVEMENT) STAY WITHEN THE PROPOSED R.O.W., AND AVOID EXISTING 1' 1'* P.0.5.5. UTILITIES. "' 9" ABC SEE PAVEMENT CUT CONDFI1ON SECTION DETAIL 3 6.5" HBP N SEE PAVEMENT - SECTION DETAIL 0 EXISTING ASPHALT PROPOSED m J. mm ,� FULL DEPTH ASPHALT WELD COUNTY ROAD 18 1 1 , TYPICAL SECTION AT INTERSECTION SCALE: 'B"=1' FILL CONDIT10N A A • a 0 Ia OPD I T�� TOP LIFT EXISTING EOP SAWCUT LINE---------I `"-PROPOSED EOP m m m 0 V 0 PLAN VIEW ■3.0" HBP I EMULSIFIED ASPHALT - -._._. (GRADING S)(PG 64-22) 1 + 1 PROPOSED ASPHALT ■3.5" HBP END OF TOP LIFT II (GRADING S)(PG 64-22) I 9" AGGREGATE BASE `PROPOSED EOP I COARSE (CLASS 6) \\ EXISTING ASPHALT `EXISTING EOP SAWCUT LINE TYPICAL ASPHALT =� `', SECTION VIEW . PAVEMENT SECTION =. •�� •E •:�•''. BUTT JOINT DETAIL I I.i I 10/1111111 11111111111 11111111111 11111111111111 III 1111 ' • �/��. i•4, I .INCLINE ASSOCIATES DENVER BROADWAY. SUITE 80290 ��• • � (303) 661-933' 3387005 05/10/2006 02:15P Weld County, CO • c�ss�,Nn`Ea6, DRK 13 of 71 R 0.00 D 0.00 Steve Moreno Clerk & Recorder Detolle. DRK "' - Drowinc Number 5 of 63 Drawing; WCR 18 TYPICAL SECTIONS • • - EXHIBIT C USR-1444 - •';1 i.i,, 4 \ I \ i '•i,1\• :i\',iii I'ARI \IF.N .,iTiZt ;\ Li' i t iz' i '()\11 Rt.(.(.'HON i SUMMARY OF APPROXIMATE QUANTITIES _ ._..._. i---, INDEX ITEM WCR 25 WCR 25 i NO. CONTRACT ITEM UNIT WCR 18 TOTAL 33+p0 - 67+15 67+15 - E5+14 BOOK RAGE SHEET 201 CLEARING AND GRUBBING LS 0.4 0.4 0.2 1 202 REMOVAL OF ASPHALT MAT SY 730 86 53 869 202 REMOVAL OF END SECTION EA - - 1 _ 1 202 REMOVAL OF GROUND SIGN EA - - 1 1 203 EMBANKMENT MATERIAL (COMPLETE IN PLACE) CY 1,433 798 16 2,247 203 POTHOLING HOUR 6 _ _6 8 20 207 TOPSOIL (STOCKPILE AND REDISTRIBUTE) CY 806 390 30 1,226 208 EROSION BALES (WEED FREE) EA 90 45 5 140 210 RESET DELINEATOR EA 2 - - 2 _ 210 RESET GROUND SIGN EA 1 i 2 2 15 210 RESET FENCE LF -- - 210 210 r 21D RESET SIDE DRAIN EA 7 - - 7 >, m r m to a 210 RESET MAILBOX STRUCTURE EA 10 4 - 14 L S 0 u c u - RESTORE LANDSCAPING LS 1 - - 1 • 6 o 5 212 SEEDING (NATIVE) a ACRE 0.6 0.3 0.02 0.92 213 MULCHING (WEED FREE) ACRE 0.6 0.3 0.02 0.92 ' L" a 304 AGGREGATE BASE COARSE (CLASS 6) CY 867 1,189 56 2,112 403 HOT BITUMINOUS PAVEMENT (GRADING S)(100)(PG 64-22) TON 2,477 1,767 79 4,323 - _. 411 EMULSIFIED ASPHALT (SLOW-SETTING) GAL 1.259 640 27 1,926 P 603 12 INCH CORRUGATED STEEL PIPE LF 5 - - 5 z_ 603 18 INCH CORRUGATED STEEL PIPE LF 5 - 6 11 603 18 INCH STEEL END SECTION EA - - 1 1 m m m 609 CURB TYPE 6 (SECTION M) LF - - 76 76 o v $ 614 SIGN PANEL (CLASS 1) SF 30 20 51 101 s.6' 614 STEEL SIGN POST LF 60 36 72 168 ..a o O o 0 620 SANITARY FACILITY EA D.33 0.33 0.33 1 i 626 MOBILIZATION LS 0.33 0.33 0.33 1 627 EPDXY PAVEMENT MARKING GAL 43 23 4 70 630 TRAFFIC CONTROL LS 0.4 0.4 0.2 1 700 F/A MINOR CONTRACT REVISIONS LS 0.33 0.33 0.33 1 700 F/A EROSION CONTROL ' LS 0.33 0.33 0,33 1 700 F/A SURVEY MONUMENTATION LS 0.33 0.33 0.33 1 700 F/A DRAINAGE MAINTENANCE ' LS 0.33 0.33 , 0.33 1 * CONSTRUCTION ACTIVITY OCCURS AT SEPARATE CONSTRUCTION SEASONS. J `" :.; . 1 't, ' 'ie- I111111IIIIIIIIIIIIIIIIIII IMIll III 111111III IIII " 245 O /'�" � 3387005 05/10/2006 02:15P Weld County, CO '�� (1� ; IN •W; 1700 BROADWAY, SUITE 815 ;I 14 of 71 R 0.00 D 0.00 Steve Moreno Clerk& Recorder O .� l� �� _ _CLINE ASSOCIATES DENVER. COLORADO 80290 II ♦.v �� ' ( —� (303) 861-9331 ' Ff �••u•••••��-' Designer DRK v/O'*�� - Detwiler DRK Drawing Number 6 of 63 Drawing3 SUMMARY OF APPROXIMATE QUANTITIES ■ - EXHIBIT C USR-1444 ' IMAMime SPLGIAL betuAnreggL — — Temporary Lighting and Construction Traffic Control Devices TO ESi _KH GEOMETRIC GO L FOR THE ____UCTIDN OF _ crucrs GRID lPH VAI nrrgfr — Roadway Bases — 0 Signal pore and elevations (Temp) PROJECT, THE DEPARTMENT HAS PROVIDED 1W FOLLOWING P1FORMAIIOFt _ i= untreated Subgrode YES - - 50 FT _ 0 Light pole locations and elevations(Temp) — o Treated Base ds - - - - —— Sign¢ (Temp) Format* — - Other:Aggregate Course - - - _ —o Other. Horizontal Control Pen Sheets _ = OOtthher. - - - - tm wl Control Plan Sheets — o Easement (Tear )(Stakkg)(Corslructbn) imi Roadway r nl Plan Sheets _ Pavements = Original Terrain Data Canoenter Printout — o PMBB - Plant Mix Btuminwa Base = Other — — HBP - Not BituminousPavement YES - - so FT WORK PERFORMED BY THE CONTRACTOR'S SURVEYOR UNDER BEM 629: - o Concrete - - - - dSpecify the information format: k., pan sheet. computer _ o Other. - - - - o disk, computer printout, or other. —nue Monumemation The information marked is either contained on the plans or is — = Roadway Elements —0 Control available from the Engineer. — 1M Curb and Gutter _ o Right of Way (Temp) (Staking) — 0 Drop inlets - alignment and grades _ o Right of Way - 0 Retaining Wake —0 Land corners, uot corners TYPE OF PROJECT — l= Guard Rail — o Easement (Temp Stating) NI Landscaping — CO Sidewalk — O Easement Perm o Signoymtion — 0 Other. - —in Reference the the specified misting mnments:; we sm Safety Improvement — w000 Relocate thelints.specified existing monuments: wits Asphalt Overlay — O Riprap(Perm) _ o Locate monument.. It is esOmated_ hours are required. o Concrete Overlay sm Minor Widening _ o Slope and Ditch Paving e• A Tabulation of Survey Monuments may be provided on the plan.. o Major Reconstruction o New Roadway Construction — — Minor Structures GENERA! *RFC. = Bridge Replacement — = Structure Excavation limits o Bridge Widening — - Wets = New Bridge — o Culverts w/ Headwalls and Wirgwdls MI work shot be done in accordance with the latest edition of the entire CWT Survey o Other — o Concrete Box Culverts w/Headwalls and Wirgwalb Manual including all revisions to date: - 0 Pipes - Chapter 5 - Construction Surveying, revised 02/07/96. • — o Sanitary Sewer • SURVEY VCR(TO BE PERFORMED BY OTHERS: — o Storm Sewer Adequate information for establishing lines, grades, and locations for oil work items — o Water have been specified on the plans. My additional information required to stake the — WORK PERFORMED BY THE CONTRACTOR'S SURVEYOR UNDER ITEM 625• - o Miscellanea. item or element shall be generated by the cantata ¢ surveyor. The Contractor's surveyor shall provide an estimate of the mon-hour necessary to w. _ D Manholes m co w m — in Establish and Maintain Project Centerline or Engineer Approved Offset tine(s) — o Inlets compete the work items indicated enon on this sheet. A copy of this sheet. with the estimated man-hours written on the blank line to the left of the specified Items, 0 Other: shall be submitted with the Survey Schedule to the Engineer�_days prior to D — a Verification and Maintenance of Horizontal and Vertical Control the Presurvey Conference. 6 TE'b` _ o Major Structures— Overhead Signs, Concrete BowCulverts, Bridges — u d a _ on Verify or Determine existing grades and alignments and all other structures assigned a structure number_o Structure Excavation While The following surveying notebooks are required:Verity or Determine existing topography — o Concrete Boa Culvert.w/Headrole and WingwalM me Alignment Notebook e — = PIRng locations and cut off elevations - Benchmark Notebook o _ p♦ Clearing and Grubbing Limits — o Caisson locations and elevations —Control Survey/Monurnentotion Notebook 0 Footing locations, alignment, and elevations 0 Minor Structure Notebook 4 - m Removal limits — o Abutment/Pier locations, alignment,and elevations 0 Slope jor Structure Staking Notebook ok Excavation cTAIDNC STAKES BJTFMA —= Wigwag skew tie la form Vac c — _ and Embankment SLOPE _,,, GRADE SPECM! — o Structure] angl Tames w Grade akingok — a Excavation _ = Substructure survey(See Revision of Subsection 601.12(m)) = Other Notebook(s): — — Unclassified — — — — — 0 Bridge expansion joint(s) alignment and grade 0 Stripping — — — — (langitudnot and transverse) of m T — o Muck - - - - — = Deck grades at Girder 10th or'n'th point locations and elevations Stokconstructioneaadonu be ts which are damaged the ag or destroyed o by the progress the m m .—o Rock - - - - —o Slope and Ditch Peeingreplaced by _ o Borrow - - - - _ o Other: Department. fix,3 _0 Other. - - - - — o Fencing�,fr m — me Embonkment - - - — — o Temporary The Contactor shall furnish an As Staked earthwork quantity to the Engineer prior — 0 Site Grading - - - - — o Permanent to completion of twenty percent (20%) of the planned earthwork in any phase on per — o Erosion Control (Penn) - - - - —o Sound Boners the CDOT Survey Manual. _ o Other: - - - - — o Other: A prated copy of the As Staked earthwork data and a computer disk in the specified format shall be submitted to the Engineer. — o As Staked Earthwork Quantities _ = Delineators The Contractor shall field verify original ground cross sections at maximum 160 m - to Temporary (500 ft) intervals. — iso Landscaping — - Permanent —ON Top Sail Prior to beginning work on any subsequent operation, such as placing base course or — Seeding — Lighting and Traffic Corltrol Desires (Perm) o Mulching —o Signal pole locations and elevations VS f.I I1(Y 11,IN.y paving, nd certify in :writing to the Engineer that the final grade s — withn the specified toleron — o Planting — o Light pole locations and elevations . o Omer. — um Signs um Field verifyF.\GI\},LiLi.\(:lit;l';1K7 e Co:N(' i —me Erosion Control — before fabrication.s tons, Ne Tone, and lengths The es into shall pert all field surveying and colcWaliore necessary to Be pan grades Into field grades. — in Seeding (Temp) — o Other: ,1t'F'FLtF�— me Silt Fences I',I) T'I)14 CONS. .ur ( �} — NI Straw Bales _ - Pavement Marking �f CDrf t7oc1�� -ceo nate construction staking on the project with any utility work. — 0 Temporary Ben" — we Striping Tamp) • _ 0 Riprap (Temp) — Ms Striping Perm) i —o Other (temp Diversion.Temp Slope Drain.Bush Bonier. —o Symbols „� �7 Check Darn. Other ) — o Other: - i {I {I{I {I 1 V �{ IIIIII VIII VIII IIIIII IIIII IIIIII IIIII III IIIIII III IIII 1)dIe / /sue 3387005 05/10/2006 02:15P Weld County, CO tvcu' ASSOCIATES Detoiler _ 15 of 71 R 0.00 D 0.00 Steve Moreno Clerk & Recorder I Dee aoa)Bes,eaa, ��0289105 B s _ DENVER, crxoRaoo BD2BD Designer DRK --- �- -- - , DRK b Droving Number 7 of 63 Drowln ,rile „ �_� - SURVEY TABULATION ■ a EXHIBIT C USR-1444 - WCR 25 COORDINATE DATA POINT STATION BEARING/CURVE NORTHING FASTING P1-) 32+00.00 13229.9261 10000.8634 C— Z P2 45+69.94 N 0'01'04.75" E 14599.8664 10001.2934 '�r tr P3 52+22.78 N 0'00'54.46" f 15252.7011 10001.4558 N 0'01'10,79" E 0 200 400 P4 65+27.B7 16557.8008 10001.9137 N 0'00'54.51' E MO MO IIIMM P5 ) 78+33.46 N 0'02'05.14" E 17863.3872 10002.2588 SCALE: 1-•400' P6 86+00.00 - ,-----t 18629.9258 10002.7238 It N O) co 0) N (0 cV + U, u7 * c0 a a" 32+00 35+00 40+00 45+0) 50+00 P3 55+00 60+00 65+DO 70+00 75+00 P5 80+00 85+00 Ps N 0'01'04.75" E N 0.00'54.46" E N 0'01'10.79" E N 0.00'54.51- E N 0.02'05.14' E 1569.94' 652.83' 1305.10' 1305.59' 1266.54' (P1 ( P2 WELD COUNTY ROAD 25 P4 86+00 r ao CO m m N. CO in G .X I'i'U \ I'll I-i ►N. ( . X44 C•K f ('i-fOti F F la`s I ',I(c. � __ I I 20+00 740.59' 25+00 l S 89'29'21.32" i D ( P1 / P2 N WELD COUNTY ROAD 18 _ - Is, 8EGASF el WCR 18 COORDINATE DATA ' / POINT STATION BEARING/CURVE NORTHING FASTING �• a.'' • P24520 • S 89 29'232 E P7 19+00.00 10052.0496 15007.4389 ' .0•i i 1700 BROADWAY, SUITE 615 IA i INCLINE ASSOCIATES P2 25+00 00 10046.7071 15607.4151 f D� : __-.___.--- DENVER, C0.'ORADO 80290 0 _ _200 400 " ' �eV! (303) 861-9331 AIM a C��q��.• ��, Designer On 101111111111111111111 lIII 111111101111111111111101 SCALE: 1-=400' sioNAt.4 Det c DRY •_ yOrowing Number __8_____ f -.M� I 01 6.3 Drawings 3387005 05/10/2006 02:15P Weld County, CO - 16 of 71 R 0.00 D 0.00 Steve Moreno Clerk & Recorder I' r r L r t.0, I _ _ • 1 - EXHIBIT C USR-1444 - ;I'- _ z 0 200 400 SCALE: 1"=4,.C' 4 N 0 Q O CK }. I— z Q o • O ROADWAY PLAN & PROFILE ROADWAY PLAN & PROFILE ROADWAY PLAN & PROFILE ROADWAY PLAN & PROFILE W ROADWAY PLAN & PROFILE ROADWAY PLAN & PROFILE DRAWING # 10 DRAWING U 12 DRAWING # 14 DRAWING # 16 DRAWING # 16 DRAWING # 20 r T T T T -r -r T r T T '1 I_._..�_,_T -= L ._L _.L _1— _L— _L _L L. J_ J ROADWAY PLAN & PROFILE ROADWAY PLAN & PROFILE ROADWAY PLAN & PROFILE ROADWAY PLAN & PROFILE ROADWAY PLAN & PROFILE DRAWING # 11 DRAWING # 13 DRAWING # 15 DRAWING # 17 DRAWING # 19 i WELD COUNTY ROAD 25 • I • rim r y tl YtI4 6 Sot , Jr ;' . 'I g { . , . d 1 • t C 1 I ca cum f 1 la s '`� �-- WELD COON TY r POAD 18 r 1 i L J ROADWAY PLAN DRAWING f 21 N I ,_- ♦U RES/ ''',, ft.. As. - ' . 245 0 „. li. •I IIIIII III111I1Hi II 11111 {I IiI{Il I�� • I��I • a ' 17UD 8k0ADWAY. SUITE 8t5 Gr.� 200 aI��U I liii 11111 I 111111 lIIIl III 111111 �%:�`tJ �° :;1Ncurd�Hs5C, I�TEa (303) . 1— 00 802S0 . — DENVER. 8.=DR 9331 SCALE.: 1'=S�'' 3387005 05/10/2006 02:15P Weld County, CO o�'�• •�•�� `�resQnK o RK I 17 of 71 R 0.00 D 0.00 Steve Moreno Clerk & Recorder ,SiONALE_= �.�re'w Ors: — ± _�_. - - nher_ _... a___..at _63 __Drawings_ _ Drowln4 Nur __ ' I II INIMMIMIMMIMMIIMMil..."....IMMIMIMII- EXHIBIT C USR-1444 - CALL UNCC BEFORE YOU DIG C 1-800-922-1987 s...Si-ri E( :r.-. I A..:1CL FAAUIL( __i_P STA. 33+44.00, LT. C STRUCT DRIVEWAY PAVEMENT (24') SEE DETAIL I r • LIMITS OF SAWCUT AND PROPOSED EDGE ASPHALT REMOVAL OF PAVEMENT F O h7 11, TF-_ 'r Tom_._ _.-_-1 r- �� 32+00 33 _ f 34•+nn f'1' '13'S- Q --- --�-- N 0'01'04.75 E _ ; io _-------_-.--_-_-...—.1WELD COUNTY ROAD 25 i ( I 1569.94' I -1 c w di .I t 1,I :, '►t i'. It f Nil•:\r ` \fill-ST f =tic,, -.---- i -r --- -- -- . I ;-- c.> i i--- * i•' 'l“)\. i-:t) l c)a ONS 1-10. tTiON A 33+OO.QQ HCL WCR 25 BEGIN WCR 25 PROJECT 1 MATCH JL WALTER DESIGN , ,, / ..---7,47.Z-/ STA 33+00.00 (BK) Q F CO ` i`, ; CONTRACTOR TO COORDINATE DRAINAGE r- i a - — ��—J AND SURFACING WORK WITH OTHERS (JL WALTER) K a F 4880 4880 1 Z W O CC m m m ti Q o o 0 4870 - + 0a� o n 1 in 4870 SEE JL WALTER DESIGN FOR '. co + ADDITIONAL INFORMATION, �w< n PGL AT WCR 25 HCL - -- - — — — — -0.5O3fi -0.434R W Z 4860 • -r- 4860 EXISTING GROUND Q • a I I 48 30+00 31+00 32+00 33+00 -R. •L �aka,• ' 4850 34+00 35+00 ;l •. • • LEGEND It .n: .TC i �` • a 52 Sa INCLINE ASSpC1.4T�S 1�0 BROADWAY, SATE EIS i 20 40 .0 i i . I -- . __--- DENVER. COLORADO 80290 D TOE OF FILL I IIIIII IIIII 11111 111111 I1111 111111 Iliii III 111111 III IIII .�45••z Z3 .� _Designer ORh-- --s�3� �1.9331i= i SCALE: 1'•:-4G' HO_RIZ. "'-- --' --- TOP or CUT • ♦•• ' t betas r DRI. • 1`-10' VERT. 3387005 05/10/2006 02:15P Weld County, CO FS '••••• 11Vp_ -1__ -. _ , - -: SV0..A L E r wiwlaq Number 1 CC of. fir 0rtawlrn, - 18 of 71 R 0.00 D 0 00 Steve Moreno Clerk & Recorder ------ • ---- _.. �� ( "' -3:__ �: . ....w.. . w. r' MMIMIMIllimmommlI - EXHIBIT C USR-1444 - CALL UNCC �``�io BEFORE YOU DIG !.„;,;' 1-800-922-1987 ,:';:•1:=1F-' i, :PE) EXISTING 91.5' CROSS CULVERT 24"x30' CSP) STA. 37+27.00, LT, l TA. 39+15.50, LT., (s:` STA 35+14.75, LT. CONSTRUCT DRIVEWAY PAVEMENT CONSTRUCT DRIVEWAY PAVEMENT ( CROSS CULVERT PROFILES) APPROACH WORK, (32') SEC DETAIL / ' (68') SEE DETAIL SEE CROSS SECTIONS I.'.STA.. 37+89.25, LT. STA. 37+24.77, RT. CONSTRUCT DRIVEWAY PAVEMENT -STA. 35+14.75, LT. RESET SIDE DRAIN / (16') SEE DETAIL Q CONSTRUCT DRIVEWAY PAVEMENT PROPOSED EDGE CLEAN END SECTION • / STA.38+00 TO STA_38+75 / O O : (22') SEE DETAIL OF PAVEMENT c EXTEND 12'PIPE / 17 FIELD VERIFY SIZE ..,../RESTORE LANDSCAPING ` Q • 21/-1 T — + LAND C t l NI- ill iLLr 6+00FP ► 7 UT. / r r i Of - '�A+�f)- i)i fly `- I I I ce I -I I i (• I N 0'01;04.75" E I ! I I (..n W WELD COUNTY ROAD 25 1555.9`' LEI Z (I �� . t lr -�-- rh.-:_ ' l ' l {•l�SI -,._- s[ {�AND] ^— EXISTING 53' CROSS CULVERT / t ;\ STA. 39+38.46.FT. STA. 36+36.70, RT. LE x60"- CS?)1 \ \ +, egT REMOVAL RESET SIDE DRAIN STA. 36+36.5Q, RT. ( ) RESET MAILBOX REPAIR END SECTION (SEE CROSS GUAR) PROFILES) / -� -- t,L1;14 .l'Itl\(.ill.;'� 111F�'� XlEN015 18' PIPE CONSTRUCT DRIVEWAY PAVEMENT RESET MAILBOX 38+79.73,IRT.�\ STA 2 39+12.25, R7. IELD VERIFY SIZE (46') SEE DETAIL PROTECT TELEPHONE-� • CONSTRUCT DRIVEWAY PAVEMENT I'EDESTAI (36•) SEE DETAIL - ---_-. I :i'R()\ t:t) 1;(W CONSTRUCTION - m .,_H. ( +-I,,, I _S71,..7 :'k.", .F r"__ . .._ iiiIG`_z ' Wti '•-Ili -._ `_O !Litt' - 4880 - __ -- - - __ 4880 ,z O ai a O 8 R ,'/1+^ I ;.-i.ul^ ppI pp . a to h O O P NI O E .A 4670 - O co - N 1•- A .,,; .. o SN • m 8 4870 �o +a + m + ,n + < "} a POL AT WCR 25 HCL-, ^ v 4 nM 4 "n V' a Q (/) w tiw �\ � w Sw 6. w aw (/) Z -0.292% -0.020%. i 0.0495 0.049% e 0,331% _0.7457 U / Z 4860 = ti EXISTING GROUND" 4860 Q 9 EXISTING 24"x30" CMP l •-� 5 EXISTING 48"x60' CMP" 4850 -...- -- i' ` _____ ...--._.. 35+00 36+00 37+00 38+00 -4,- ' ' . .. , ' 39+Q0 40+00485q Q•. .8 R .q', ,I, .� z LE.O.EM 11:. _: ----- _W �� 77GG k OALWAY, 'VIE B15 2452 lliv;LINE ASiOCIA E 0 20 40 - TOE OF ELL s% .4 D=NVER, CO_ORADO 8029 • 0 r e5B �.rr� 4� __ .. ._—.« �3) 861-9331 _•SCALE: 1.._1q' '10RiZ. --- ___ ._� TOP QF CUT IIIIII VIII VIII IIIIII VIII IIIIII VIII III o� �2.. �\�� ,ZIA90le.. DM, __� 1. 1 111111 III III ss, t ,,0,orelrr 14w-lb„ f: «IMh 3387005 05/10/2006 02:15P Weld County, CO QNA _- . _�.C' �•'_ "-I-5.177.. i- }�...', , ... .,, 19 of 71 R 0.00 D 0.00 Steve Moreno Clerk & Recorder ""'� t. ■ - EXHIBIT C USR-1444 - CALL UNCC r'01, BEFORE YOU DIG : 1-800-922-1987 iicNN=TH CURB PROTECT TELEPHONE PROPOSED EDGE PEDESTAL O LIMITS OF SAWCUT AND Q OF PAVEMENT ASPHALT REMOVAL Q Q - - - --- \\_ rJHr -- -- - _ - - - --r_ _Ilill ,_ 111 Q ►1► 1/1 1/1 1/1 i 111 1/1 1/1 1/1 //1 111 E -0n _ -41+00 - -- - .42+00 43+00 44+00 -45- (n I I I l ®Q I I J I�i N 0701'04.75' E I l I 1 I + i f f 1 V Z /�� 1569.94' WELD COUNTY ROAD O 25 j / W I7r fl[ w -di -- sir '� 1lr1 - I[L - Iif _... tlt. :. .. It,---- Z U �� --- -- -- .---_ —M. —N1 I Ii t1i \I1� -- HCLWCR25 Q M I \l XS* 1 I{1\l,DI.I'.1Ii1'%tE'i \!'1';(()V•f-.3) !-(11C ('()\ti•1'RUCH()N E3l,F;fd.=tN-4iLEliCt2 SEAL • ESTATE JENTUr<ES LLC CO CO m / c 6 a5 . ,i,• 7/ ---' ......__ . . F 4880 i 4880 . I o .. . O CD in + + 1 aY u Q • O U O �.-___ .._.. 4870 N ____.-. __. $ci 8. -0 d 4870 p ! Q f ot0 O ^ Sn a U) W k d - d e ' PGL AT WCR 25 HCL + v d r LLI lr1 W W Z b —0.787% W Z Z C -0,650% -0,432% J •-. CV ® —0.322% —0.178% — D.,_.. .. ..__._......__........ 4860= = 4860 Q EXISTING GROUND .• Q 485040+00 41+00 42+00 43+00 -EjQp 0. ;.'•T•T'9 44+00 45+0O50 '. 1,` z .I( ♦ , • LEGEND I 4520 •"�: r 1111111 ( • f /!/ •t1e ' ;INE ASSOCIATES 1700 BROADWAY, SUITE 515 0^ 2040 _— _ TOE OF FLL 111111111111111111111111111 FIll iiiri F IIII •i l/I ✓(OtO \fV�. L (303) 861-9331 DO 80290 0 •• **C5\ i+ f Designer 0RK SCALE: 1 -40 HORI:. TOP OF CUT 3387005 05/10/2006 02:15P Weld County, CO Cfs10NA1-E?�� 1�!Drawing Number 12 of 63 oraatia. 1' 10 VENT. 20 of 71 R 0.00 D 0.00 Steve Moreno Clerk & Recorder 1 ---- ---..- "� fir!' :.; F.'t r; u AND`D O y ji-: I EXHIBIT C USR-1444 - CALL UNCC �� BEFORE YOU DIG , NW, 1 .—„.,:z.=:--,n-,- 800-922-1987 z.:—,n * Q) CD WILLIAM F GEE F l! , I.�It'lt'H CI_-FY * O PROPOSED EDGE LIMITS Of SAWCUT AND 0 O . Of PAVEMENT ASPHALT REMOVAL Q DEE 11-- DO + 1 - - "1"•51E1E 11' -t LO CL �l) lj) 11) 1)1) in 111 11) IN '1' Q <C -8� 46 190 `�� A 47+00. - 48100 9+00 ,,0- f— I•'-" N 0'01'04.75' E 3 �t I N O 00'54.46" E (/) v) F 1 %I I l 8° I 1 I 1 I I 1 I I ! I 1 I W • 1569.94' WELD COUNTY ROAD 25 652.83' LtJ Z Z 1(T 71) fi rtt ^ I r Ili rl I) rtr J___,—/1 C.) - 1 --- \STA. STA.49+01.96.RT. QQSTA 45+37.76. RT.i - HCL WCR 25 (2)RESET MAILBOXi:ESET SIDE DRAIN 1 _11 1( ()I.1.'.}. STA. 47'+39.75, RT. 47+39.61.RT. I.\t T`I I�f\ r )� {';71}j T'RuCT DRIVEWAY PAVEMENT RESET SIDE DRAIN STA. 48+86.00. RT. 1 (44') SEE DETAIL CONSTRUCT DRIVEWAY PAVEMENT (16') SEE DETAIL BARC,°1—kiELE!•IL'r' REAL Er;-,ATE %,.:11".1.0:V.3. L'.2::. \1't'1:O‘ 1:1) 1 OR (:f)N41'Kt:( I1O I Sc .JANET ET m> I R..)Ti.ER g 36 ' I 1;% .4" /%-f'''''.7 - ''''"?'". I Date /O z",")--._. — 4 ' 1 4880 4880 i 0 o 0 0 + M Y V _ _ .. __....-__-. ............... .. ..._._._. .. .-..__.._ ...._.• .-_ .. .-.... ' 2-673 V 0 o a 4870 d' - o Lo 4870 i U r�'1 9O O p S Q a � 8..1o� po Q F.-- t tp p 0+ O 4 }'"^� • a .0- .7. C L _ _ _ PGL AT WCR 25 NCI. n W W EWE � W C W CO > W J Z W a Z J --0.989% _ —OAtaz d —O.2Dtz —0.262 J 4860= _G.396x . = 4860 U 0 QAt • EXISTING GROUND 4850 4850 - "_-`S.. S. . 45+00 46+00 47+00 48+00 ;. ...,REG Si.~.- 49+00 50+00 d 1700 BROADWAY, SUITE 815 i ,Iry LEGEND ' ; 452i ' '. 11LI::±SSOCLATES O00 80290 .pi (303) 861llllIflllffliffffflll Ili 111111 i) 111I " 06: �. SCALE: 1"=40' HORIZ. — —" COTOP 0= CUT 3387005 05/10/2006 02:15P Weld County, DeLoiler DRK - -_-_ + V -�`� �fA/Q�A��aV`�' �- Drawing Number 13 of 63 _Drawings I 1 =,o' VERT. 21 of 71 R 0.00 0 0.00 Steve Moreno Clerk & Recorder t/ I' I NCR 25 I I - EXHIBIT C USR-1444 - CALL uNCC BEFORE'P UJ DIG ji -_.,',� .)1-800-922-1987 ;I J 7 r r' 1^lII.L INIA F GI.: TRUST ) I :':�('tTKaL Ct.it.tlF, �[if? I. tr:rr wATEPC0N:S RVA1.�'i -r STA. 52+43.00, LT. r:4') C45T�ICT• CONSTRUCT DRNEWAY PAVEMENT O PROPOSED EDGE (24') SEE DETAIL LIMITS OF SAWCUT AND OF PAVEMENT STA, 52+23.33, LT. II a STA 52+43.84,LT. ASPHALT REMOVAL. `r RESET MAILBOX u RESET SIDE N Lc) — -.� .J Q ill 1111 1)1 _ ._._-_. ........:"\77"- iii — > > + il� r�r �Irlir l— -00 �� 1+00 '52+4;1O 3+00 .,4+0' 5 Q (� - t l - ( ®0 0'00'54.46- E •r{ N 0'O7'10.79' E ~ I I I t f t I E t ! w 652.83' STA 52+22+78 1305.10' Z RESET RANGE BOX WELD COUNTY ROAD 25 �� W tit ill III rte III iii tit iii t Z 7— -------" ` -J / 00 Q (y STA 54+63.80: RT. STA.54+82.?2,RT. Q v HCL WCR 25 N PROTECT TELEPHONE RESET SIDE DRAIN -- ""- STA.52+13.10, RT. N PEDESTAL RESET MAILBOX }'., { min \i} (2)RESET MAILBOX In 1 z? ! !tt\'.u' !'1kIN1i.\`t` LEO & •.ANET iIEii. & Al..RA STA. 54+61.75. Ri, d r� � E...LEft r...-0 L. CONSTRUCT DRIVEWAY PAVEMENT • l f-- (24') SEE DETAIL ,.. .4 E. E CO FNCO II E Y Iola ",..• , "`„ 1816!5 II _.la .k --7- I I I 488O z• , - . . . .• . O l fl i �o�x + o pia O • U) o��,t 48701n .....__ _......__.; ._._._.._._. __.__... _...___.. ..._......_.. ......._..._..........__ tf) 4870 H- oa"o g� o^v gM $ f— rn � � m gro oro O W W • .,• V a v 'n ' PCL AT wCR 25 HCL "rl OD W Z W W a W E -' k z 486O U . _ .. . _ _0:37»:. . ....._._. __. _O.214 _. g _0.205 _ -0.084x -0.171x. ._ E U 4860 a Q EXISTING GROUND M ./ - I 4850 �,_pR fGA , 4850 50+00 51+00 52+00 53+00 . • S ' • 54+00 55+00 r .O6 •• „,...,-- LEGEND \ ,�r LEGEND `.. - D ( • INCLINE ASSOCIATES 1700 BROADWAY, suhq I lin' �� +fr�� Illili I�� nil / (Z4z ��dp ♦ - DENVER. COLORADO 802900 20 40 TOE OF FIL! I III III IIIIII1111111 • -0• i/J�J�" i i4i F _ 'l c�30�861-9331 i ado �=is mio srsss� 9•• . Designer DRK 1! SALE: 1'=40' NORi2. `� --- TOP OF CUT 3387005 05/10/2006 02:15P Weld County, CO •. •� \'Z'' l..oetaiier DRK I 1 1-=1G' VERT. 22 of 71 R 0.00 D 0.00 Steve Moreno Clerk& Recorder son ""� *c' Drawing Number 14 of b3 Drowingc i.1f r.•L. r. ' r } ra.' �..'r I rF W ..M .5 -LAIN. AND rRJ .tL� . - - EXHIBIT C USR-1444 CALL UNCC �8�' BEFORE YOU DIG 4: 1.....,L•••11-800-922,1987 CENTRAL COLOR ALO WA.iTFi COI`.ISER4'AI•1 STA. 58+94.00, LT. DIS PIS.i CONSTRUCT DRIVEWAY PAVEMENT PROPOSED EDGE (24') SEE DETAIL 0 LIMITS OF SAWCUT AND OF PAVEMENT CD ASPHALT REMOVAL w STA. SB+97.17.LT. --' O CD LO - --- - FIFIL - -FIr_..."F__ + -- _ RESET SIDE DRAIN 1Q -'OO 1)1 r r6+00 r1 i i i1i ..._ rr Ili I�r \ r1i r r - 37+O6 - O8+OO _ . . - - ,,914O - +O, Q I i I 186 I E I N101'10.79' i Z 0 I :j 1305.10' WELD COUNTY ROAD 25 I I I I W --- in-.. iii - Ili- - -. - iii - - ill iL 111 rlr fit r6 -, Z _ -- J U .rr11 \!'�. ' • :-•:: • \ 2 I s \I* 1.1!L V I:\E HCL WCR 25 STA.59+21.84,RT. i` STA. 58+51.25, RT. RESET MAILBOX Q CONSTRUCT DRIVEWAY PAVEMENT -' I Vt't'I".()N I I1 I. ( (►'\' 1'kI'('11()ti (24') SEE DETAIL STA. 58+94.00. RT. NEIL $: LA'JFA CONSTRUCT DRIVEWAY PAVEMENT ! I PROTECT TELEPHONE (40') SEE DETAIL I I II L'..' LE PEDESTAL mI I I� .— 3`--' —` 4 C`r.�.RE L do N... vs m I � I E_AP.'JOry v •I u � ' % i i i C -- L.._— .gyp..8 _ 4O z 488O + i • .mm r O f c:'.) .• C in J . I., a 487O — . — .._ 870 Q o o aCO I 0.1 S o t~l1 Darn h cro go^ o I- i Z a �_ a ' ~ az co 'z'� PGL AT WCR 25 HCLFri i$ J u. W FL W d W 0. W ... - .. ._._. .. .. _._.. __ Z 486O = _ _ . ___ ..__._. _ _ _ __. ... . _ .- • _. . _._. . = 4860 V 7 -0.266% tO -0.072% $ 0.004% 08- -0.185 0 ® -0.253 U �-- / . - E Q EXISTING GROUND <` 485O -- - 485O 55+OO 56+00 57+00 58+00 ___E�� ,. 59+OO 60+00 AO ,��-r�z o%. R ''9 LEGEND fill' II �' ��C 20 40 TOE :; : ``II IIIII� 4`III 1„1�� "II II, I,�`1II ,� ��1 ;le �l •INCLINE ASSOCIATES 1700BROADWAY. SUITE 815 ';��111 III�� 24520 m� M -� DENVER. COLORADO 800290 SCALE: 1"=40' HORIZ. -- - ?OP 3387005 05/10/2006 02:15P Weld County, CO 4 I 303 Bs1—x331 ,�O ••� Z3(0` .�% .:Designer DRK 1'=10' vEFr. 23 of 71 R 0.00 D 0.00 Steve Moreno Clerk& Recorder 4, I I Detoiier DRK •............. . Drawing Number _.- 15 63 Dromno4 ! . , - - EXHIBIT C USR-1444 CALL uNa . Ilk i'r' 1-8 O 922-'1 987 :-.;E'47rj.AL COL ORAD0 - WA'YEI-: CONSERVANCY DISTRICT O LIMITS OF SAWCUT AND PROPOSED EDGE 0 Cr ASPHALT REMOVAL --_.J C OF PAVEMENT C -09 !f ! 61-f�00 1T rr': 0 , ' 63+00TT 64+00w I I I I l r r i + I1, 1 LU WELD COUNTY ROAD 25 1305.10' li.l Z rIt rlr III 44 Ili III ^ II( Z J J Q STA 63+74.80 HCL WCR 25 Q IEND ROADWAY WIDENING \3't�11()V1.1) FUR�R ' O.' S I k t.'� HON STOP ROADWAY OVERLAY AT EXISTING EDGE OF PAVEMENT I (3) PROTECT TELEPHONE _I /// .- ,E1.1..-,EE.:. & NEL'✓A PEDESTALS ' ' / �y� t EE ARSON ' m T m Em % / o _u } `I . a I F Z • J -"870 0 0 4870 co mm + + a$a p O ' - u p 0 O 0 b d t J a O« N Op N O ♦� oct.�o CO n O� oo Qa 8h Q w o + K) O�j `� 'C + i,fy + Ia iC.� N + `A v CO N ICI r 40 CO PGL AT WCR 25 HCL r0 'r i° 486O W W E W k W \2: a tri 4860 Z -0.1829. -0.203% 9 -0.180% A-- - 0.381% 0.257% E Z Z J 1 (,) EXISTING GROUND O Alt I 4850 4850 60+00 61+00 62+00 63+00 =_ "R E�/a;., ` 64+00 65+00 •i• R ,•9 ' 0 20 40 LEGEND .1. / rT-_N"LINE ASSOCIATES 1700 BROADWAY, SUITE 815 i TOE OF FILL 1111111 DII MIII1III 11111 111111 11111 11111111111111111 �.�: 245 ° �4 :w oe.ig„�r DRK 3DEN661-9331 COLORADO 80290 • SCALE! 1 =4o HORIZ. — — — TOP OF ..;.IT 3387005 05/10/2006 02:15P Weld County, CO Ap.• .' I:planer DRI' 1'=1D' VERT• i!` •� �•• ��' Drpwng NumGpr }6 p: 53 Drawings I 24 of 71 R 0.00 D 0.00 Steve Moreno Clerk & Recorder •. _ _- /ONAL = WC t- AN AND L- Nv t I - EXHIBIT C USR-1444 — CALL UNCC BEFORE YOU DIG �4i':ii: top 1-800-822-1987 r Iss ft -::Y1/ CHAMBERS LLC -;`u, fV U Q In STA. 65+29.50, LT. U 1L (1, CONSTRUCT CROSS ROAD PAVEMENT (24') LIMITS OF SAWCUT AND 0 2 • ASPHALT REMOVAL PROPOSED EDGE R _ 2O LIMITS OF SAWCUT AND OF PAVEMENT 0 � 1 ASPHALT REMOVAL d O illi _____________....-. -.. 0 Q ii r1t r1r t 67+00 tlt rat 68+00 ill �1 J 69+00- tlr r)r 0 fib+0O.- - Q . PS, f f 8f �� t NOW 54.51' E 70- i" 1 e to W STA. 65+27,87 I Ce 1305.59' I + I ( ci WELD COUNTY ROAD 25 01 W Z RESET RANGE BOX _�! IIl - ~� _ Z , . � ill - if _ lit - _ . rlr - --- � tit - I� • -- -- -- -- -- U ......r.,____ Q REMOVE EXISTING I'a. BEGIN ROADWAY WIDENING g ASPHALT PAVEMENTHGL WCR 25PROTECT TELEPHONE ' 7- .......1., . PEDESTAL \_"•ITI STOP ROADWAY OVERLAY AT t ---- �_�- i I '. EXISTING EDGE OF'PAVEMENT a RC3EFT & MAR`( I ��._ I 1 I _ tn ,"Alit. �•f.t Ir(Y1t'\I'1. - i JW YT�f+.� ��1: r�F'c�, ? t.�t.i�l.F I I•.C 1 � =R CClv_Er.....r-A t. i :l 1.1 ►k! .!( �l m' Y %`�TRICT OVERLAY AND WIDENING SECTION FULL DEPTH SECTION 11 �+m -1 t ' +'! till.i) ! t>I: t (;' ', li f "iI().V _� o I i I �. �<< _1 � / 4870 0 �m r m a — ___-�: —_= 0 4870 uI` e ocio in in+ i ^ O Of N Q t2 0 0 • • • • r..s. F.- < 8 w n 4860 to E W__ _.._ . . E d __ 4860 . Ed.. . PGL AT WCR 25 -HCL Z -0.051% . _. A -0.865% ® W 0.839% --J €---...._____ -0.652% Z Q H 485O EXISTING GROUND 4850 65+00 66+00 67+00 68+00 R �•C/•';s, 69+00 70+00 nor `J LEGEND •_, • • .�� r 20 40 TOE OF FILL I IIIIII VIII VIII IIIIII VIII Ell! VIII III IIIIIII II IIII ��= as O • mi•d. : .'iI ___ ASSOCIATES'41790 (3 VER8 1931COLORADO SUITE 80290 room 3387005 05/10/2006 02:15P Weld County, CO . IA?i306 i:441 Designs DRK I• {303) 661-9331 SCALE: �'_ao. v�arz. Toy of CUT 25 of 71 R 0.00 D 0.00 Steve Moreno Clerk & Recorder O�. • .r��= l' • •f Letoiie: DRK F�..•...N. \V`. Drawine Numb.r l'• M 63 Dravinge �8RA1 E- - -- __ �_ _ __ PR=NCR EXHIBIT C USR-1444 - CALL UNCC f r BEFORE YOU 0K x',11-800-922--1987 SW HAMBERS LLC PROPOSED EDGE O OF PAVEMENT O O _ — .�_ --is — i1HE _. _-e_- --— — ---- -- __ --- L b --- — it II r _ r)r rlr rlr rlr rlr rlr ill 111 111 H -00 71+00 72+00- - 73+00- 74+00 75= H (n l l l®4 I I l l N 0'00'54.51" E (f) _ I 1505.59'I I I E I I I I E I W W WELD COUNTY ROAD 25 Z tlr _. -II( _ di 111 . rr rlr rlr �lr 111 di Z -I - _ _ \ / . -U _-- - 0—Q - -._— — �— — -� STA. 72+55.01,RT. —.� — — ===L),.. — i (2)RESET MAILBOX HCL WCR 25 — Q " , ,' 1 cl \I 1 ,--PROTECT TELEP ONE -- M I:NSTA. 72+35.25, RT. t,I..,:. '',.4.! I I. it )j{'6�1�STAL CONS(30' TRUCT DRIVEWAY PAVEMENT AITiu( ; . .% i . 7Si { ()`•'- I kt (.T ION ,:,E;;.-RT & LfAP,Y L PROTECT TELEPHONE PEDESTAL STA.HI ROE PT a MAP s,e I ETAH;, ''f i Y +'Y f i 1 1):l t e .. :..__E!_'____-- _- g 4870 -- 4870 • O • • L 200.00' k =159.78 O m T . a1 O � c c a 6 4860 - - •..._- _— ___.... - g .."N -.. q D3 p. _ .- •4860 in aa N EXISTING GROUND W 0.652: 0.600% 0.. PGL AT WCR 25 HCL _. ...._.. .._.._....._..�__.. .___.._ _ Z 4850 g I- o� U n 5' v QC • > J L a w 4 RE� 4840 70+00 71+00 72+00 73+00 ;- , • • ...). 74+00 75+00 • 9 r FO, ,i� - v- r x LEGEND ,j 0 _ 20 40 TOE OF FILL I IIIIII IIIII IIIII 1!1111 IIIII IIIIIl IIIII III IIIIIII II III! �9.• 2452 mom. INCLiNEASSOCIATES DENVEROCOLORADO SUITE80280 ME "��"' 3387005 05/10/2006 02:15P Weld County, CO 3(C6' (303) 661-4331 �: • • �i Designer ORK SCALE: 1-=40. HORIZ. — - — TOP a CUT 26 of 71 R 0.00 D 0.00 Steve Moreno Clerk & Recorder ��'••. .��'= 1 ?"=1G. VERT. . e: ... ..••• �, De:oiler DRY, _.— .�_ __�. �^ ✓. 'VIONA 1 - - j Drawing Number 18 of _ 63 ---�Drrawings WORM OR LJ P �.N AND f ROFELE i ■ - EXHIBIT C USR-1444 CALL UNCC ,4 BEFORE YOU DIG f�' 1-800- .922-1987 STA. 78+38.50, LT. CONSTRUCT DRIVEWAY PAVEMENT O PROPOSED EDGE (24') SEE DETAIL Q OF PAVEMENT STA.78+58.03, LT. O + - --- -- '. - /(2 RESET MNL80 -- -- / 1 03 Q III i 1)r 1)1 _ -ip _ ---11) - . 7VI I. 1/1 ,: 1/f. - - • //J - 1.-- r00 -,0 76+OO 77+OO 78+OO . 7 BOX+33.46 79+00 N 0'02'05.14" E 8O (n 3 N 0'00'54.51" E ST I l ; - -e-! I - I I I t I I I S t ' I I I I I LUIo 1305.59' WELD COUNTY ROAD 25 1266.54' W J tit _.. ' ^ It -t/t t/t 1(1 rlr tit - ..lt iii tit . . _ Z 17, ----NN-!-I4:1; i i 1=.4 i1 \`.1 1.I. HCL WCR 25 (2) PROTECT TELEPHONE -}-� M „ ti 1 ..1 t.- 'r PEDESTALS 00 STA. 78+41.25, RT. �'. (.L�t i 1<i \(,s t' ' CONSTRUCT DRIVEWAY PAVEMENT • i (36') SEE DETAIL [-RUC 1a I ROBERT & MAR' v) } ti%M ii. ,Ipiir, viiWnE-L r I 'a CO l0 m ` - a$ 7/,/' /_/ 4 4870 f 4870 F 0 0 m m r o 200.00' Q 0• + gm k =125.00 + €�zn. in + / 8 p o 6 A 486O1 rO 0D - .. _...__ - . •-- -_.___._.__. S __.. _ ° 486O Le; PGL AT WCR 25 HCL ah+o CO 01 cc) Q W O W (,» uj -- Ci —1.000% W o 0 ® Z ____-.uip.. _ _. Q ... . -. = 485O 485O -� _. ... • 0- -_.... _ - -- oP h EXISTING GROUND o+ • o 1""" T _* ^ � o8,O Q¢ U 200.00' n 1 k =125.00 484O SSD =515.36 __ _ I W 484O 76+OO 77+00 78+OO --f- 75+OO 1 - REGIS' - 79+OO 80+00 R• e. 0 } LE-GEN� /�� ' a , • "`INCLINE ASSOCIATES '700 BROADWAY, SUITE 815 i f ++ IlIf0 20 40 TOE OF FILL 111111 11II1 1IIII III111 I1II1 1I1fll I��II I1I III1II1 11 11II �% .712.306 24.5 ; oengna:_= K..___ f {30DEN3861 9331 R. DO 80290 •4�. 9O •t1.- Detode URK SALE' 1"=40' HORIZ. -- TOP OF CUT 3387005 05/10/2006 02:15P Weld County, Co p 1� • ar_ 1 -to V:P7. 27 of 71 R 0.00 D 0.00 Steve Moreno Clerk & Recorder ----- ��1(ON A l-E`V`E' .Orowinq Number15 of 63 Drawings ■ ■ EXHIBIT C USR-1444 - ; i CALL UNCC fi� S REYO EFOUDID � 1-800-922-1987 4.0:.. `;:a-::.N,4 J J LJ S v .:HAMi3_r≤: LLC Q PROPOSED EDGE 0 OF PAVEMENT OLh7 -- -- ..-IC_- -- — Jric --- — — `'F1L---- = -- — S — —u—'lL -- — -00 1�, -ko - III 111 111 1/1 82+00 111 111 83+00 1/ li! 84+OO 1fj ��i 85+OO 1) *. N 0'02'05.14" E • I 1 H 6 I I f I I i I I I I I I 1 I I + I • Lv WELD COUNTY ROAD 25 1266.54' Z iIr iii iii tit iii iii ill- tit ilf _ _ di _i ________t . . .-- Q HCL WCR 2s (2) PROTECT TELEPHONE PEDESTALS I N).. ::'••1 lin' '.11! 1'...uti:!.\l' JOHN WINEJELL r ; ()\ I.( .. f. ;• . 1 : .(..,.,t►,1: f m g m n a % '200.00 F _ K -125.00 • p O • .__-... _._.... -. S _... ..-.__. _.._. L. .. ._-._. ....._. .- - __ - 0 486O _-___—___- . __......_.._...._._._ _ __— _-_.._._.._.._.__ ..._ . -_.._ __. — 48 m.m O � • . .N ... i.,+ in - r z VV EoE �- om .d ^mw "0 0m L?.- PGL AT WCR 25 HCL +°ir W .o W W W . . :-.•F-- 0.600% �,� m A • w -10. 7--__ _—___.. 4850 __ :__ .�___:_-_.._.:- -0.936X. 0 4850 — .._. . _.. .. W • 8 v 8 z •c5 ° a o EXISTING GROUND o K J f _°� N � +vy I I � °� _ � pe L.,. .• . 484O m - - . 200.00' .. ..... . - __ -- 4840 k -130.18 SSD -532.58' 80+00 81+OO 82+00 83+00 =- "'E� ,. 84+OO 85+OO . • ••. �' • . E ' •q I� v x '.0 •�.I ' . :'- 0 20 40 LEGEND TOE OF FILL I 'III VIII 1111!! VIII 111111 VIII III 111111 II !III "�f•'". •Ti. 2?4s?0 ` • (3-9331 DO aczse fIIII INCLINE ASSOCIATES 1700 ROADwAv, SUIT 0815 SALE: 1'. 40' HORIZ. - - TOP OF CUT 3387005 05/10/2006 02:15P Weld County, CO -o. �,,, - ,Designer 0RK 1)0% . 6 e•1V Detaiier DRK - 1-=1O VERT. 28 of 71 R 0.00 D 0.00 Steve Moreno Clerk& Recorder o�'.•e Q•••��; Drawing Number 2D 01 63 D.°' • TONAL -- WO`C 25 PLAN AND PROFILE EXHIBIT C USR-1444 Q0 BEFORE YOU DIG `\/02/1-800-922-1987 I Ij I -- EXISTING RIGHT-OF-WAY L._-- -�_ - _ -_ __ I _ _ _ F. -__ -__ .�__- LIMITS OF SAWCUT AND -II_ ASPHALT REMOVAL HCL WCR 18 HBP CURB TYPE 6 19+00 __ - - + (4" MOUNTABLE)(SECTION M) 20+00 WELD COUNTY ROAD 18 21+00 22 C,� I 23+00 S 89'29'21.32" E ^' \\\ r I f � I I I IT' I i _. CPT 01 :-I PT 10 - i ' PT-09) - - 1 PT-08 _.._..} PT-11 r m r _.. - .___ _ \\ 4' 123 -0 d - - - -- _ -_ �- - ti \ FILL INTERIOR OF ISLAND WITH .23 :, g _ HOT BITUMINOUS PAVEMENT - d 0 0 8 ., �- 1 .. .. PT-03 PT-07 j r, EXISTING RIGHT-OF-WAY I - 7\247 - PT-02) -- PT-047 _�� R=2' (TYP.) J/ STA 20+54.96 PROPOSED RIGHT-OF-WAY BEGIN WCR 18 PROJECT RESET EXISTING FENCE a I a PROPOSED EDGE - z OF PAVEMENT TO BE EXTENDED SE EXISTING 18 CSP _ _—.__. ._� &�76 VT-O6 ( PROFILE) I .r , '111Lo 050 P PT-OS) _ PROTECT TELEPHONE (2 PEDESTAL \r, I in ', ��Z.v (..�_�_G.�! /- _ I I H STA 22+39.11 a /fr/ ' . ! ` END WCR 18 PROJECT `- I • ------- POINT # STATION OFFSET ELEVATION DESCRIPTION (PT-01) 20+54.96 12.00' RT. 4878.92 PROPOSED EDGE OF PAVEMENT (PT-02) 21+50.00 24.00' RT. 4879.82 PROPOSED EDGE OF PAVEMENT 6. I - N (PT-03) 21+64.28 24.00' RT. 4880.20 PROPOSED EDGE OF PAVEMENT ' 452' Ti (PT-04) 22+15.50 44.21' RT. 4882.04 PROPOSED EDGE OF PAVEMENT q 2 LEGEND (PT-O5) 22+39.11 93.95' RT. 4883.36 PROPOSED EDGE OF PAVEMENT . 1-3 0 f : TOE OF FILL (PT-O6) 22+36.12 36.83' RT_ 4882.68 CURB TYPE 6 (4" MOUNTABLE)(SECTION M) � • -•NA (PT-07) 22-39.63 I 35.48' RT. 488275 CURB TYPE 6 (4" MOUNTABLEXSECTION M) • #HnlE�3 TOP OF CUT (PT-08) 22+39.29 t 15.96' RT. 4882.66 CURB TYPE 6 (4" MOUNTABLE)(SECTION M) "- - - .INCLINE ASSOCIATES 1700 BROADWAY, SUITE 815 0 20 40 (PT-09) 2+37 28 I 14 CO PT. 4882.61 CURB TYPE 6 (4' MOUNTABL )(SECTION M) -- DENVER, COLORADO 83290 _ - (303` 86'..-9331 S MI SCALE �0' I IIIIII VIII VIII IIIIII VIII IIIIII VIII III IIIIIII II IIII P _tU l CURB TYPE 6 (4" MOUNTAB ) :.LTION M) I Designer CRY. NO file a � ,o_ 4 J RT_ 488215 54 _6' PE 4882.10 CURD TYPE 6 (4" MOUNTABLE I! _CTION M) f i 0 ta'Ier DRY. r- j 3387005 05/10/2006 02:15P Weld County, CO ;o ow'ag Number 29 of 71 R 0.00 D 0.00 Steve Moreno Clerk& Recorder VCR 18PLAN ■ ■ - EXHIBIT C USR-1444 - _ I CALL UNCC � i,p'• BEFORE YVU DIG ��✓• 1-800 9 2^.1987 488O PROFILE AT PROPOSED RIGHT EDGE OF PAVEMENT 488O - z Wg _ `tN 1 0 I � �•s rl�f � .a3 {:I � � . 'rll ++W� • • i 8� G ....Li .T_....._ .._ .._.__ grog ii �i pct. AT WCR 25 PROPOSED "' Iwm W RIGHT EDGE OF PAVEMENT �, f 0.480% 0 3607' I _486O _.__.__ ._..__.. _ __.: . .._.....-__.�... .. _..-- �_. ..._..._. ..._........_......... _-._.._..__.._.._._..-...:---. _. ._ .__ . . .--I 486O •I, 13 ��r' EXISTING GROUND ---• t i * PROPOSED EOP I • 3.3. 48530+00 31+OO 32+OO 33+OO 34+OO 35+004850 E $n 0 • O 488O PROFILE AT PROPOSED LEFT EDGE OF PAVEMENT 4880 , 0 R O W O • o m m o �O; O I [•'Y .. __._ __... ...._.... Q $ , _ ..___ _ .... +8 •2a g m g r', 4870 • >.J E v PGL AT WCR 25 PROPOSED n Q W°� LEFT EDGE OF PAVEMENT i— d -0.6709. -0.440% id i 4860 .. .. . ._. ._._ ._...---••--------.. ....----.-• - .. . - -- -- ------ - .. .........._..... -- --_.. _ _ . _-- - _ . _ . .._._ - . . .._ .. . . .. . -=- ----1 4860 U EXISTING GROUND � O PROPOSED EOP Q M • 48 30+00 31+OO 32+OO 33+OO 34+00 35+004850 Et . 0 _ _ 20 40 II111111111111IIIIIIIIIIIII13111111111111111111111 e,o,',. m. _INCLI�JE ASSOCIATF_S DENVER COLORAOG�I8029D ►�:- 245 O 3387005 05/10/2006 02:15P Weld County, CO :>� " (303) 1 933? RE = Sal IMIMIM � .0• O/ �1(� Designer ORK SCALE: 1-=a0' VER, 30 of 71 R 0.00 D 0.00 Steve Moreno Clerk& Recorder y {(f • • j;De!ailer DRI: I 1'=10' VERT, OY I ,c • • 2 ' •........• •a �\ l Drawing Number 22 al 6.3 Drawings . .. . �. -4C4A `� - F tT.I,-. — ...--�.,.. — / . ,s----s-; ...r. •a.`t.(",tc.,. .n •iJi Y'v r Z. L V L Ur 7-.! .11'k- N 1 .rj!"c C...)I L-.: f I ■ ■ i - EXHIBIT C USR-1444 - • GALL UNCC —. BEFORE YOU DIG _ .. . -----._ 11.1e�. 1-800-922-1987 - 'i / • .t.4i 1i 488O PROFILE AT PROPOSED RIGHT EDGE OF PAVEMENT - 488O • O �, • r O + 'r , {- L' - J. < • (fir , 1.O 0 487O N - -- - .. ... . _ _. 8 M . r 8° ... _ 0 ' 487O � . n n v PGL AT WCR 25 PROPOSED n • -i V » -.... oV J RIGHT EDGE OF PAVEMENT 5 J W W b W i1 W W Z -0.290% 13 0.010% 0,090% 0 -0.040% O -0.010% W 3 486O = _ -.. - = 486O o0 GROUND U Q ® PROPOSED EOP • M 485O 485O 35+OO 36+OO 37+00 38+00 39+00 4O+OO • .w •-al S.4 o u 1 o 1 6 8£ V( PROFILE AT PROPOSED LEFT EDGE OF PAVEMENT 488O 488O g 2 0 0 l � + + mm in 0 0 p $i 487O ._ o o _ 0 o . . _ 8 8 d' 487O sr Q 2 0o 04 O+ r�o p+ �c + j o v o v n n v PGL AT WCR 25 PROPOSED w9 V '' g Q Cr) T W - a w LEFT EDGE OF PAVEMENT S W S J 5 ~ I 66 aW a I La Z -0.2B0% 0.040% -0.010% ® -0.020% ® 0.210% f W Z 486O = .. _.. - - -- .-- -- _ ..._ = 486O U EXISTING GROUND U Q Q PROPOSED EOP I- M 485O 485O I P 35+OO 36+OO 37+00 38+OO _ - %. 39+OO 4O+OO 0 ' La a,, . a . ; •pr ` o 0 20 40 1111111 11111 11111 111111 11111 11111111111 III IIII VIII 1111{ ••2 24520 '"• O0 BROADWAY, SUITE 815 ', 3387005 05/10/2006 02:15P Weld County, C0 '11c;14, •Q :INCLINE ASSOCIATES r ire„— � ,�i i w --- =: DENVER COLORADO 80290 31 of 71 R 0.00 D 0.00 Steve Moreno Clerk& Recorder 0��P7i �o•�4�.;- (303) 861-9331 Designer ORK SCALE: i`=40 HORIZ. • • \ 1`=1C VERT. cr ••••••••;(�; Detaiir DRK s/ONR1-E !Drawing Number 23 o1 6.3 Oroeinngee r, / t f ■ - EXHIBIT C USR-1444 - i _ I CALL UNCC - `____. 'f .,n ...�_..._. ..._ _..`_ BEFORE YOU DIG I. iii � �� t-800—fl22-1987 ��✓' •,..,.�.�....�,.... - . I .�.i.. 1:.1'.t:•1 • ; .-. .,1". • I PROFILE AT PROPOSED RIGHT EDGE OF PAVEMENT 4880 • 4880 0 I 0 +o • i,.;°: -----7'•.?, �-..z.".:-..1;...._ . O a. 4870 — __.2. ._. ___. . 8- �. ...._ .. .. __ ._ ..__.. .. 't 4870 g St _,. S,� r N ~ PGL AT WCR 25 PROPOSED a + .'r'r (I) ~ +" - w E w RIGHT EDGE OF PAVEMENT E d aE w a w W Z -0.610% -0.570% ® -0.450% z - ..._. _... .. . ..._T _. O. E -o _fl t4ox J 4$80 -3 = 486Q =0 U H EXISTING GROUND . . Q PROPOSED EOP i 4850 4850 40+00 41+00 42+00 43+00 44+00 45+00 o lw u i . III, 5 86 id ! � '� 4880 PROFILE AT PROPOSED LEFT EDGE OF PAVEMENT 4880 iE • 10 O • O • + Ei Ia�� p 0 p I i cI o c 4870 N - .. .... ----..__.. _ _. ____ O N. ---- _......__...._.-..__._ .__. ..:_...O p.... __ .......�.......-__�.._.. _... ._ .._..._._ _.. 0 -._.--- .---- ... _ .. ...._. _ ------ - G 8 4870 I I'� i� Q o� 8$CI 0 Ca $� gN g Q (/) ; a _ . W PGL AT WCR 25 PROPOSED w LEFT EDGE OF PAVEMENT E W E w - W W -0.720% z Z_ i -0.790% -0.31 Dx 0 00 b - .3 % J 4860 -� _: . .c,...,.�...�_.... .. . -- •,__. ._.__._.._.__........._._._.........__..._._.,_._._._..._._....._-............__ _ _._.. ... .... ......_._ ....._� e = 4860 3 O.• i M EXISTING GROUND O PROPOSED EOP 4850 4850 40+00 41+00 42+00 43+00 _ -�- - 44+00 45+00 ..U ' G� I L1lf6IIItOII 111111 III1I III Illii fill I1l 2:15P Weld County, CO l �� ril....--1.8"..n-----"--. LiNE ASSOCIATES1700eROADwAr, $lt1TEats32 of 71 R 0.00 D 0.00 Steve Moreno Clerk & Recorder 4520 _- _.. DENVEKco1oRADosozso0 20 40 .p i is I r r �� .AO; ? ��jy_ 4 • DRK X3 1-9331 'r r r rr. L/ll Vl! ttS^,ALE' 1"=40' HORIZ. �� • 2 DRY, 4 t I 1-=10' VERT. �fs�.r.�r.N��G i Drawing Number 24 of £3 Drawings,. _ �__77:::) �. • --�.- ^s A 1 f F l fir.! I h 0f—f r ._ . ■ EXHIBIT C USR-1444 - CALL UNCC ti . . BEFORE ri7U DIG 1 ' 1-800-922-1987 e. • I . 1 i f PROFILE AT PROPOSED RIGHT EDGE OF PAVEMENT �� = ,f. 4 4880 4880 Vii' '^ f c---. .O O 0 0 4870 Q —_. . _ -- __. 8 ._.. o - _ ....p - 4870 N in co',? 8n 81 O S S8 n O Q CO t+O h ^ + :7.7.; Oi 8 v e v d PGL AT WCR 25 PROPOSED CO v w ar'o + V) ZW RIGHT EDGE OF PAVEMENT a w S w 4860 J -0.100% A 0.030% a -0.18Ox. -0 400X — . . ii J U ® -0:230% E =4860 I.—Q EXISTING GROUND I-_70 PROPOSED EOP Q 2 4850 4850 m m m 45+00 46+00 47+00 48+00 49+00 50+00 v 6 i a6 in 4880 PROFILE AT PROPOSED LEFT EDGE OF PAVEMENT g 488O F z' 0to 0 4870 -__... ...__...__..__...�___....___ .. 8 ono � o„ __... _ --- _ . 4 870 $ � o Qch gm 4O co 8Q ~ PGL Al WCR 25 PROPOSED c w °f + V Z w w a W LEFT EDGE OF PAVEMENT g W W rLo y w -0.100% 0.050% 0.250 4860 �--- ® r, - _ ._ D.27Ox. .__ ._ J I e 0.3sox - _ - 4860 Q 0 EXISTING GROUND Q • PROPOSED EOP 2 4850 �_ _. - 45+00 46+00 47+00 48+OO ;-• • RE::ST '' 49+OO 50+004850 Ti: /11111llllllil41l11111 lllll� ll111111 lltll4111 llll �.5�0 _ :l llllll . •1),;A„.... :��, o zo ao 3387005 051i0f2006 02:15P Weld County, CO •*54 = 1NCLItJE ASSOCIATES77006ROADWAY, 11: 813_ ' _��^ DENVER• COLORA00 8029033 of 71 R 0.00 4 0.00 Sieve Moreno Clerk& Recorder •• \� ___ —_ (303) E61-9331 •........ 'Designer DRK 1 .— SCALE! 1"=40' HORI_. `-SiONA - --- . 1"..-1C VEP.T, _ Detdler DRY. Drawing Number 25 C 63 Drowioos i • a - EXHIBIT C USR-1444 - CALL UNCC t'Itit _ 0 924-x,9g, _._ . _ I_� ___, ,. • 4880 PROFILE AT PROPOSED RIGHT EDGE OF PAVEMENT 488O ,-,' 2‹.-:"..--;Zr' : o .. / o 0 O • in 4870 u7 • _ . _ ..__ • _ .. --- _ _ _ _ _ _ . . . :_.. . . ...... � • _ - - - - • __ en 4870 QO 8 0Cr -..__...._..- O Q F- o Oh T Oh O O ;710+ Om 000 8Z c (n W ~ - PGL AT WCR 25 PROPOSED '�^ W Z W Z w E d RIGHT EDGE OF PAVEMENT 1 S -J Z 4+ a w _ 4860 __ _o.s�oz__ ------ a.zsoz =4860 I V I- e - _ e -0.350x ® -0.120% o -0.060% ! U EXISTING GROUNp� M 0 PROPOSED EOP m 485O5O+OO 51+00 52+00 53+00 54+OO 55+004850 r.m •m Tr a Y = 4 Yy yy , Y 0 Y 6 85 488O PROFILE AT PROPOSED LEFT EDGE OF PAVEMENT 4880 Q J t m •z O 0 487O u7 _._._. -_.. _....._ u7 487O O"Y a Y O C _ U Q w 0 p r3 8 — rn c' 8O. c001 O8N CON 00 VJ VI C NE '♦-,f/ Cr 06 O W '� ~ '" t PGL AT WCR 25 PROPOSED '0 w n W Z d E d E d LEFT EDGE OF PAVEMENT \____Lj w kZ 486O --.... 4860 H 3 —a.+soz —al 0% 4 —a.I soz 0.080% —0.160% E U ®_ EXISTING GROUND 0 PROPOSED EOP 485O5O+OO 51+00 52+OO 53+OO - = RE .. 54+OO 55+004850 o• .•, .16. 9.Eft, 'f . / YI . 111111 + 11111 + ft 24152.i 20 40 I IIIIII VIII VIII I1111 IIII1 VIII III IIii I 4; • ' �' - DENVER. COLORADO 80290 (303) 861-9331 3387005 05/10/2006 02:15P Weld County, CO 2.. D� 4, - 'De.igner ORK SCALE: 1- 40' HORIZ. 34 of 71 R 0.00 D 0.00 Steve Moreno Clerk & Recorder f• ir•.• ;�'Z= Detail or DRK. 1"=10' VERT. lJ •.............. Draw1r Number 26 o. 63 Drawings ■ EXHIBIT C USR-1444 - CALL UNCC �`.►.. .�..xw.: • , ..._ __ ._ . i.'' 1-8 0 92- 2-u1987 - ' I `��: .vA., I I'\:. 4880 PROFILE AT PROPOSED RIGHT EDGE OF PAVEMENT 4880 _ . ._. o / / , 0 4870 u) . - ._ -.. --_ ------- - •_ 4870 Q I— Q W in Y b 8 as.+ ro , 8 N + LLI n N PGL AT WCR 25 PROPOSED 1O * N'i $ Z Z '' Gj 5 j RIGHT EDGE OF PAVEMENT E .. J —.— .__ ___. . J 5 —Ti 4860 = = 486 U -0.250% ® —0.150% ® 0.010% —0.2208 —0.150% O I 11 I— g M • EXISTING GROUND 0 PROPOSED EOP ' — 4850 r 55+00 56+00 57+00 58+00 59+00 60+004850 • rm , m .,m v .v I S ' 6 d5 4880 PROFILE AT PROPOSED LEFT EDGE OF PAVEMENT 4880 4 0- O o0 + + m mm it) 1 O a 4870 1n —._..__._ ----- _ _ . __---__ __ to 4870 PY O v i pp {� (� rn o to e1 n p e o 0 v) 8 OO co io a an r PGL AT WCR 25 PROPOSED 03 03 N mt ,in rt Z Z — w L.Err EDGE OF PAVEMENT 4860 —� W_..___ .. ...., W _......_ _T. .. ..—.....,,.._..�,.- .w <._�_ .. ...._....._.�_.., ,,.. . Z�, __... ......,_. .. ... 860 J U )-- —0.250% e -0.12C% e. 0.100% -0.600% _s 0.020% ! O a - Q M EXISTING GROUND' ' 0 PROPOSED EOP • 485055+00 56+00 57+00 58+00 -:`= --�G,,,/4Z).‘i •,13, .j!.459+00 60+004850 • P •• sT 1 ., 1111111111111111111111111111111111111111111101 IIII IIII 45 .:41 'INCLINE ASSOCIATES 1700 R DO oADwA I E 815 DENV0 20 40 3387005 05/10/2006 02:15P Weld County, CO �/ •::4-4":' — , (303) 1361-9331 = �—� 35 of 71 R 0.00 D 0.00 Steve Moreno Clerk & Recorder O •,�i�Z3 U� • Deatgna DRY • • Detoiler DRK SCALE: 1`=10' VEH RI2. �ei ••••.":taC,,' �Drawing Number 27 e' 63 Drawingc .v,_.--:, .;:. :, . � .•. r', t %ix _.I! i . ." " 1 r.. . ■ - EXHIBIT C USR-1444 - CALL UNCC ' � $.' BEFORE YOU DIG 41' 1-800-922^1987 • PROFILE AT PROPOSED RIGHT EDGE OF PAVEMENT I • . • 4870 0 --- - - — __-----.._..--- - __- __ ..f '-- -- ' . _. 0 4870 • O o a 8 t $ pao CO 8 a 8 0, CD }— a `� f.'' PGL AT WCR 25 PROPOSED `° _1,1 CO ° F- (� k E.W. RIGHT EDGE OF PAVEMENT 8 __..- . E w. k 4860 W - __..-_... .___._ 4860 ZD. -0.140% O -0.110% © -0.130% O 0.290% 8 0.340% E Z J -- J U _ EXISTING GROUND 0 Q0 PROPOSED EOP Q 4850 _ —_._. . _..._ - __-- _ .... — --._. . — _..._...... ..... .._ ......_.._._.. g 4850 coy 60+00 61+00 62+00 63+00 64+00 65+00 .$e 2 S v 1 Vz t • o PROFILE AT PROPOSED LEFT EDGE OF PAVEMENT F . 3 4870 _._ _.... - 8 4870 •m a + + m m 122 0 O pp o O U7 a y 0 � O O p O o O UDTr et p O o{o t` r + o,1 + ii �+ Q I- e e PGL AT WCR 25 PROPOSED 4860 w E W _..._.. 6i.w . LEFT.EDGE_OF.PAVEMENT._ . .. -__w .--_. 86O �4 Z i -0,180% a -0.200% ® -0.160% ® 0.500%Lu -0.010% E Z --• ~ 0 . 4850 Q EXISTING GROUND -.. --... O PROPOSED EOP _. _... X4850 I 60+00 61+00 62+00 63+00 64+00 65+00 AQ, • • •'R„,f- 111111111111 HII II l : T1020ao Iliii Iliii 111111 Iliii III iIII liii IIII , ' ' •l . _INCLINE ASSOCIATE aoR,Do I ao290 3387005 05/10/2006 02:15P Weld County, CO 2452?• �� . _ (303) 86 933 j Designer DIRK 36 of 71 R 0.00 D 0.00 Steve Moreno Clerk & Recorder 12.67% 7_ 23 �.j(`' Getailer DRK 1-.10' VERL. %• *, \� II Drowln9 Number ''B of 63 — Droving! . ■Nimminimmaimi a - EXHIBIT C USR-1444 - 1 7': CALL UNCC tip., :, BEFORE YOU DIG `L��.; 1-800-922+1987 It'• ' 11( 1 II \ c 1 I PROFILE AT PROPOSED RIGHT EDGE OF PAVEMENT _- I:�,,; •__ •.1. ` ., • TRANSITION CROSS SLOPE• TO NORMAL CROWN • > 4 ! t .... _ _ _ __ ._ - _ _._. . ._.._ . . - -. _ o0 487O 487O o z . . itr--- co 1 o o �, 8 Sq o ' .S ! f Q t * ord om +r6 I'— a PGL AT WCR 25 PROPOSED '� Is.�'fi� ; ?r �� _ �'" 486O� --� _iZ .. _._... --- -- -._..... _ __ . .._.. . 486O . aw ww W Z 9 -0.380X -0.870!. Z J f -os00% 2 J/ _ EXISTING GROUND 0 Q 0 PROPOSED EOP 48 5 m mm 65+00 66+00 67+OO 68+OO 69+00 7O+OO �a y =uy « y g y o 85 t PROFILE AT PROPOSED LEFT EDGE OF PAVEMENT G • TRANSITION CROSS SLOPE Z TO NORMAL CROWN ' 4870O -----. • -- - - p _- •.. _.__ - - - - .._ . _ - ._._ -- _ --- _- OO4870 rmm + ± 0 a$o {(D o a ,O S S r N k..._...........- <A11 UK 8N •$g �0•O1W Q I (DY nN nom? r ~ _ PGL AT WCR 25 PROPOSED t° 20 II)48 486O w iL' w -LEFT•EDGE •Of-PAVEMENT ♦zpQZ .. ... .._..- ...-- . _---- - 6O W LI.I Z 1 -0.290% ® -O.750R 'Z J O J = 0.333% = H0 .EXISTING GROUND _.,.._.._..... . ___.-._..._._._-. .._..._......_. . _..__.... I-7, 485O 485O m -- -" PROPOSED EDP • f__----.-'4. , •• ''� 69+00 7O+OO , 65+00 66+00 67+OO 68+OOc�. . .c„...,,.., • •N o lip°liocilo111101/11,10101611111 11111 111111 111111111111111 - � - 1700 BROADWAY, SUITE 81511 111 ��•O 24rj� T.� � __lNCLlNE ASSOCIATES pEN1�R, COLORADO 80290• �� ; (3031 88t-9331D 20 4033 02:15P Weld County, CO 9 • . - Designer DRK 37 of 71 R 0.00 D 0.00 Steve Moreno Clerk & Recorder • �.r••. •:V� Detaiir. DRK i SCALE: 1-=40' HORIZ. `` ft 1"=1.C' V=RT. (vs ••••e•e�p - Drawing Number 29 0: f3 Droxmge I IMIllagnamIllinlagmell - EXHIBIT C USR-1444 CALL UNCC �`otkok 4.T` BEFORE YOU DIG ��,'1—800-922-1987 CROSS CULVERT ® STA. 39+17.88 4870 4870 Q WCR 25 IFINISHED GRADE 1 1 , — -- I \' I � 7 EXISTING GROUND i I, 8:1 X1'1 PROTECT END OF CSP . s PROTECT END OF CSP 1 �_ - t 1 �I'7 to(j . { 4860 ` ' NN—EL 4859.353 EL. 4858.96₹ ( }{ , EXISTING 24 x30"x91.5' CSP {tv i � I f I,l fit' i- „s---77,:- 4850 4850 2+00 0+00 1+00 , SKEW ANGLE = 50.8T _. -.. m „m I 6 a8 V 0 c CROSS CULVERT 0 STA. 37+41.86 ID K 79 6a 4870 4870 Es' Ct WCR 25 FINISHED GRADE I EXISTING GROUND 2.6:1 2.8:1 4860 4860 I PROTECT END OF CSP PROTECT END OF CSP EL. 4854.99± E (STING 48"x60"x53' CS� / J EL. 4854.20± • • •S '' `-, 4850 4850 , /.•�', 0+00 1+D0 :j f/i `1 • IIIIII VIII VIII IIIIII VIII HI VIII III VIII (iii I'll SKEW ANGLE = 28.12' = sss2 • / • !ly; - INCLINE ASSOCIATES 1700 BROADWAY, SUITE 815 • �� - V -- DENVER, CIX.ORADO 80290 •• ,i• �, I. -1' -- -- 1103) 861-9331 o zo 40 3387005 05/10/2006 02:15P Weld County, CO Designs- DRK , 38 of 71 R 0.00 D 0.00 Steve Moreno Clerk & Recorder SS/ N�� = r,tal DR', A c. 1 =a0 HOWZ. - • I"=10' VE0T. _ �Y Drawma Number 3i1 of 6:i �rarinpe ■ EXHIBIT C USR-1444 CALL UNCC t , BEFORE YOU DIG '1-800-922-1987 i ; i l.^.- ! ;;!. a.. iOA /4' lr CROSS CULVERT O WCR 18 � — I 4890 4890 EXISTING GROUND ,'. FINISHED GRADE _ - - - n ..r REMOVE EXISTING FLARED 3:1 _ I m @ m END SECTION —___—_ __----- —— a 4880 - 4880 Vt EXISTING 18' CSP REVD 18' STEEL END SECTION 6 EXTEND EXISTING FIELD VERIFY SIZE 18- CSP F FIELD VERIFY SIZE - 3 mmm ndo'a 0{50 4870 4870 0+00 1+00 2+00 EGIS ' 111111111111111111111111101 1111111 III 0111 IIII Iiii L " 24520 °• 3387005 05/10/2006 02:15P Weld County, CO •w.' r 1700 BROADWAY, SUITE au a. . y242.3(0.0,14.," )INCLINE ASSOCIATES DENVER, COLORADO 80290 39 of 71 R 0.00 D 0.00 Steve Moreno Clerk& Recorder t'..,4•••• 0 — '10 20 •••••N•'• \ II (303) 861-9331 No as � � V= Designer ORK , , .IV0NAIE--- 0elaier DRK SCALE. 1"=20' HORI'<. _ _ 1"=5' VERT. - Drawina Number 31 ci 63 Drawings — p -.-'i _�. — ',PT::: _. � ti H f ✓,: C.;l.-I I_, t -f'...I r f I 4. ■ IIIIMIIN _. - EXHIBIT C USR-1444 - , CALL uNCC BEFORE You DIG „at, 1-800-922-1987 C� 4880 LEFT DITCH ALONG WCR 25 -1 4880•1 t 0 I'i i'�,i i 13:.�I 7 l 0 4870 • _._._. i�, $ in 87O � o � 4tr ' w w M J M M V < En 'l/� _�� { W � W awl L /, j'�."'t...._�.. - I -0.3142 t L�-i.689x _0.700X a J 4860 4860 _....-4; ----.-------% T • LEFT DITCH PGL I- I • • 485O - ----- - -- 3O+OO 31+00 32+00 33+00 34+00 35+OO5O O CO 8 V E 86 i o i O 4880 (RIGHT DITCH ALONG WCR 25 4880 F I a f j � p • • t 0 mm r $ 4870 I,'` "'IC! O O K7 4870 OUP 4 o • O n 8 N. O Mt rr)tp rOJ + cCOp F I-- 'i W W E W d o.e2oz ��yy Z 486Q O.7OOX -0.600X -C.340% — ... 1 486O I U I RIGHT DITCH PGL I- 485O — -- — --- — -- 485O 3O+OO 31+00 32+OO 33+00 " � REGj, 34+OO 35+00 I Q.: ,.,; �- ..<3 lllll ;� �111111411ti111�11111111111111112452. :Qu 20 ao �111111��1��lul 11l INCLINE ASSOG'IATE5�»oD eROAow,aY, SUITE s1s '� • • l_!W5i2T1 \ n /n ; —_-- ---- DENVER. COLORADO 80290 f •. • \�i (303) BSt-9331 �_�: 1-=4.c.;• ►1�;=} 3387005 05110.0006 .0:15P Weld County.Clerk o��•. • D..I�,e. oRK J 1 =:o' v�F:; 40 of 71 ft 0.00 D 0.00 Steve Moreno Cierk & Recorder S .'1..�. aV. 4'vetaNer oki� { 01'A !~Drawing Number 32 of 63 Drowinoo ..._____- -- •__• �— — ,r adz ,.a�--- -- ■ I - EXHIBIT C USR-1444 - _ ,#!;:,, 4';'''; avL unloc ��I.t I r t ()t .`.;.V 1-800-9.22-1 87 ''.��rt`E.t.lU\(.i)1 N.1IZt1t��T %.,44,:,,:, ...00"�7.mom. AITROVEI) FOR CONSTRUCTION LEFT DITCH ALONG WCR 25 48so • • i;y' 4880 z://2:7/9 ". !. to Dalte I 4870 __`.___.._.._.._----..__-. .___ __ _._.__ _ --...__.____.._._.__.__..._ _---_ _ _ mil ____._____...__. 4870 N G O ____._._Z- ____-._. _ N' N Q 80 R� 8Op _ li 1 g U. ap 0 Q Y �pj8� s; O pp r v r �� 0{n .._La ECi r» M r.-+, ... . . W -L _-- E d E fy W §W (.1 Y. Z c a I d -2.707X 4860 -.__.. __—__... ____ -----___ _— = s -o�s°z_.__._... sox-_.__— -v zsoz__—_ ._ _ !_ _;__._. =4860 O �x . O Q •; . M LEFT DITCH PGL I 0 4850 -- m m 35+00 36+00 37+00 38+00 39+OO 40+0O50 s1 4880 RIGHT DITCH ALONG WCR 25 4880 s 0 m m m It) • o $ 4870 M _ ..__.._ .__- ___ ._ _ ._-_ .._.._- ...__.__.___._._.. ._..� $ _ .&�___.___..�, _ � __—_ __--_-.-- s O ar, J1I . J n iy g -' ' +ry cv ! _ _ 4870 Lu GI E d ..‘c v.) n 4 :,-, If .0 r„1;I i i A i X ti! F,,:i i ! < 0.720X -0.5441 II + • Z 4860 -o34oz -o.3ooz c� �E1a ,s ossoz o VV = 4860 _ -o. X Q RIGHT • .- ..._ ._________, DITCH FK:L I- 1 : I' 1 4 485035+00 36+00 37+00 38+00 - 39+00 40+0O50 R 4' . .., �� . • R,, 0 20 40 IIIIIIIIIIIII11111111111411111111111$191E111l200fi 02:15P Weld CoentY, Recorder 2452 ,700 BR cWAY' sum a,s 3387005 05110 • �`11NCLINE ASSOCIATES - - - 0.00 Steve Moreno Clerk& , I DENVER. coLORAos 80290 az -s• R �.0a �W 303 861-4331 41 of 71 ?i3 ••�. Designer DRK I, SCALE: 1`-40' HORIZ. O�•••• ••�•�� Detager DRK 40 ` Drowlnq Number 33 ot 63 —_Drawing. WCR 25 DITCH PROFILES ■ EXHIBIT C USR-1444 - - ^ "cc 11111)( ()! \ Iv BEFORE YOU DIG ifkl",'11-eoo-Q22-1987 i 1...\(.1\1 1 k!\t.1)1.1''R 111IN.NT F1iIIt % i1n : iRUNJ DCH ALONG WCR 25s::: 8 Q p4 gel 8.2 QN 8O p� `-' W $N `-' O ��/1 lJ/ �OhO . :i ;I (:1-W N + I ; 44' 4T f z cd E a E W E W E d [l a 4 W E a E d k a Z -0.360% -0-740x- ......._._ - _ —— ----- - _ D 4860 .__I 4860 = e — - �---- e.64ox ® =o::220%- -- -a:2sox------ — -o:oeot A -0.zaaX AIO:—o t e -0.240X o -0.z0oz _ I U U Q Q .... 1M 4850 ' 40+00 41+00 42+00 43+00 44+00 45+0O50 V, RIGHT DITCH ALONG WCR 25 4880 4$80 4 + , :. ... . ....._..____. ...... 0 mmm� 0 I - j - ___._.__...._.__.___-__ _____ 1 _ _.__. •g l 0 4870 ___ _. __-...__ , _._ p _ _ p p; p p Q �t 4870 c`TS Q SM g,.b gn 0.� S 8tD 8 ,, 8N 8 H-- Z E d E a E W E W E a E w 4860 = o _0.�oox` o -o.z4oX p -os60% ® -0.240% ® -0,040% ® 0.,60X 0.100X • = 4860 f Q • . .. {.. ._---- - mar orrmH P - 485040+00 41 +00 42+00 43+00 r =-,;�}. 8�s 44+00 45+0O50 1111111111111111111111111 111 114 - `r, • 81;/°%1'.. II11llllll , INCLINE ASSOCIATES 1700 BROADWAY, SLATE 815 o zo 40 338 00602.15P Weld County, CO ..„,.....,(2., �•��'; E —_ �Nv . cot3RAD0 60zaoe„—�.20 4q2 0111D1110°.10121101 D 0.00 Steve Moreno Clerk & Recorder (303) 867-9331 • `1 Designer DRK SCALE t'-40' HOR;Z. It ee•�•••e••.U\%/ DetoAer DRK t"=1 C' VERT. S/Q M A L E Drowln9 Number 34 of 63 Drawin s E. WCR 25 DITCH PROFILE 1 EXHIBIT C USR-1444 - A'llI�\S.. CALL UNCC , : I I I)( t;( \ I �'.V`y'Y 1 800-922-1987 \., t �.� WON YOu DIG 16? ' ... .. I I. .i I tIM.I3i l'AR I NIFINT I �'' 't )\ I•:I> 1 OR i .ONS"RUCTION 4880 LEFT DITCH ALONG WCR 25 , 1 •• ; . _ 4880 i It! O • O 1)ute 7/0- d74 p 4870 ----_ _ _____ __ _____ _ .-____.___ ____.__._ -. _�!� 0 Q ---� --T — —1. 04870 V 8� $8 SV Ii 8 $* 8�, g� 8 g < W 1 1 + & I E" g g. • g (n Z G a s'sJ S S g if tg . ,2i W ,, 4860 -±i ----__Y__. __..._ -_� .__ .___..___.___--..-- __ __�47___� w._.__ =4860 i -0.100% ® -0.120% -0.020% 0.020% -0.320X o -0.380%/ �� _0,380% _0.4001r _0,5_80% 01 I-- i Q �e .� LEfT DITCH PGL . Ii 4. m m 485045+00 46+00 47+00 48+00 48+00 50+0O50 4880 RIGHT DITCH ALONG WCR 25 4880 i o _. • i }Mai to ill 4870 —__-_- -- -- —. --._____ �__._____ w _._ ___ .--- — - + a Q ^ g Q, Q p a — - --- _.. __ - __ _— in 4870 �3°' 8�m 8'° g g rig p$pM 8„ h$ iM� i'...„,..,- S HWkry a yr d ti Y °g mm + g :8� _ 8 to ‹ I.- 4i, Li.' 4860 = ----ism -- - -f.t8ox -_- -._. _—_.._---.__.__ __-- __. ! d .— a �", 0.180% 0.260% ---_.-- -_ __._. 4660 �j -0.290% -0.320% -0,531% c I Q 7 0.568% Q -0.717% -0.240% 4OI M RIGHT DITCH PGL .... . ..... I f 485045+00 46+00 47+00 48+000 - ._ _ ' O i Rf SAS'.,, 49+00 50+004850 S ER •;°9 . 1 rim, 11111111111111111111111 11111111111 I11111111 Ill 1111111114520 •• � (, INCLINE ASSOCIATES 1700 BROADWAY, SUITE 615 • 3387005 • 05/10/2006 02:15P Weld County, COC 9 ,/ 'moo DENVER COLORADO 60290 0 .. 40 • 303 861-9331 43 of 71 R 0.00 D OAQ Steve Moreno Clerk& Recorder �2 �� ,�\ SCALE: 1'-40' HORIZ. es •• J•••*( Designer DRK • i`=10' VERT. S1QNALE DotaAer DRK Drawing Number 35 of 63 Drawings j WCR 25 CATCH PROrILES i • . EXHIBIT C USR-1444 - cxE UNCC �� ., , 1 F 1 ,R .,8, BEFOREYOU DIG ‘1 t'f.f 1('O(,. 1-800-922-1987 r.)8,1-8(012241946G7 F:\(;t\f.l.lcE\(;I)F:F'AFtTtilf•:N'f APPROVED FOR CONSTRUCTION •4880 LEFT DITCH ALONG WCR 25 4880 0 . It y ,X.....t,H,....pZ,AA Qr.I.:i 2 .0%*" 0 I Ih1te ! 1�a� 0 I 4870 _.___ _ —_________._.-____.____._.R_.____.__ _____._�-._._.__.__.----------- - u7 4870 Q o d v) ; 8� 8�..-. .-._.._.... . a0 8 g IM Z N 88 p� 80 8g 8 < °• ;a^ g 8 8; 8 8 4860 J d-----------_-d--- -----Ed-- _._-.ZJ -al__ E 8 ___4;____1 d __.Id__ __..__._F d _..._._.__._ 7 --_-_— $ ---._.._ .._�__—. —F 4860 -0.160% e -0.580% -0.400% a.10ox 2 4 -0.163% ® -0.100% C -0.100% -0.200% ® -•0.100% 1 0 Q LEFT DITCH PGL • 4850 ` 4850 50+00 51+00 52+00 53+00 54+00 55+00 I1 a 4880 RIGHT DITCH ALONG WCR 25 4880 O _ _. . ...._.-_......__._...-........ ... __.._._..._._....._.... _._...._ - -...._........ ..... _ _........ ....__. _ . I O �� + ' 0 mom O it) jP ____.._..-_...__ _ - `�_.._._ ___ _ Il)4870 N8 _.... ... S ._._ ._ .. 8�0 ... S 8 ... ._ ... g .. ....... ......... ...__._.. -__.. ... ._ .m�f1 .g V 4? SCI 1 g ii OW i i •a II , clx 11 Z 4860= -__ W I---_ _....__._. -d — d--- - - -- -- W E 6 -- -0.2 ---E. =4860 I -0.280% -0.420% ® -0.400% a -0.400% 0.000% a -0.200% ` 0.000% 0 -0.100% -0.367% O og a'�1 O RIOT DITCH Pd. i 485050+00 51+00 52+00 53+00 =- • �'' 54+00 55+0O50 el‘ ,Illt ••., 0 20 40 11111111111 VIII 111111 `I I 111111 lit 111 1N1111 ill 11I I4 '' 24 2• (- INCLINE ASSOCIATES OE ADWA ' StirrE 815 ao290 " 3870 1012006 02:15P Weld County, CO 3387005 051 ► . Z3 I :'?4. 3oa 41 9x31 scALE: 1-=40' VER. QQ of 71 R 0.00 D 0.00 Steve Moreno Clerk& Recorder Ef :RK l"=10' VERT. ��►.....��` DRKa E Number 36 of 63 Drowinge WCR 25 DiTC.,h PROs OH LE., r im ' - EXHIBIT C USR-1444 - CALL UNCC rP BEFORE YOU qq��yy � t-600-fl22-19Di87 i1 F.I.DUO(-VIA' {.•...iNi-I.FCIV': iF:PAR FNIF-.NT 1 At't'l ')\ !:t) I.t ;R CO S-IRUCTION 4880 LEFT DITCH ALONG WCR 25 1 E I 4880 ( I 1 I',$. //I---—71-E:-'0 --‘4‘-.----- O • $r)+ • • Date �r� E11> . 0 4870 ___ ____ _ 4870 • �p _ r� J '' �4 9t 2 Z ` 860 = • ------ 4-w-_..__._......._.._.__ ._ -E.�._..,_.-____.�..--•- 17------ _ --Eli -1 d_�. - __.1.4.._________--------�w-.__..E -----...D'8j- --'4'9__ _-_- ----- -------'_^-^^'--_-_ _ `t86Q 0 9� -0.300% -0.2:0% ® -0.200% p -0.100% 0.100% 0.100% -0.600% 0.125% gig a Gi U m i i e LEFT DITCH PGL f. 485055+00 — 56+00 57+00 58+00 59+00 60+0Q4850 s. m m til 1 4880 RIGHT DITCH ALONG WCR 25 4880 1 O - ._........_ € l I. I.._ 1 . ; .. 00 O + •• • -f- @m� O $0 4870 +__ ___.___ . _ ....._ _....._. O 4870 III • 08 i I j • Q $0 8 • 8 O ^ ! N. C G .- O p 4860 -..7.t i d --- . aw Q -0.600% -0.300% 0.000% 0.000% -0.100% ® 0.000% -0.317% --...:1223_41, 0.700% ~ 1 • RIGHT DRCH PGL 485055+00 56+00 57+00 58+00 ;;U;'E 59+00 60+004850 • Hi?T r, r a .r1 ///��777 • 111111111111111111111111111111111111110111111111111 _'52 �:q� ; �'INCLINE ASSOCIATES ��Do 0290 'o w 2 WM � 403387005 05/10/2006 02:15p ��,// w (303) 861-9331 w w w 45 of 71 R 0.00 D 0.00 Steve Weld County, CO O�.�� Z3 C6 4``',• Designer DRK Moreno Clerk ct` SCALE. 1'-40' HOR:Z. & Recorder ig, • ................ ....• �\. Oeta6er DRK I. 1'=10 VERT. 'if°NALFl1 _' II Drawing Number 37 _ os 63 Drowinge II ■ ■ - EXHIBIT C USR-1444 - �r4.rci CALL DNCC th/IliR� BEFORE IVU DIG '}t-800-922-1987 %%I-.I Mill'.N t l• . , -v ,- I•:N1:I\Lr.IUNGDLPAkI'\II•:NT APPROVED FOk CONSTRUCTION LEFT DITCH ALONG WCR 25 Its 4870 0 O O �__._ _ ._.__-___ —_ _-- 4870 O+ q ; Date l /� * .._ 4- to .. _.-. B N. 8. -..... 8h.. -.. -._. 8 _.. -... <S -_.. -.-. ..6 -_.. S aq _.... S+! ---.. . gj N. __. -... g �pba oifpa� oo a C .O 80 �•N 8• �C�, S Q N by a 0 .3. ua + vi 4860 W LilS rd --Id __. __. d � .___. _.._. _..__...._ -_ ___.._...._.�d'-' _.......__.-.._._ _�_._ ._ _.._.___.._...._E. W 4860 ♦l Z 0.240% -0.260% -0.280X -0.160% -0.540% -0.100% 0.800% 0.500% 0.000% 0.000% Z J J U I Q : .. LEFT DITCH PGL 4850 Q - 1— g - - - 4850 m mm 60+00 61+00 62+00 63+00 64+00 65+00 1 iv 6 J RIGHT DITCH ALONG WCR 25 4 2 4870 0 - O O — --. O 4870 m m + vii II 0 co in 8 I- .-q 8^ $ 8$ 83• om � 8s 8 8 < � ' + x , + +J + � + x 8 • g v*, ~ 4860 _-3s ]___ _--_._,a m ___ __Eg V_.__._._._ -_ sR _2 .__ -_--__..-_S2. -.-_--__.. sI 1 yI -_______ .-_-.Ss �4660 Z G'I 6.GI 6.W RW E 6 W 6 W �W hi � GJ E Laj Z _ —0.100% — . 00% -0.300% 0 -._-0.000% G -.0.000% --. p --. ..0.100% e . ....0.000% - .. __Q --... _0.400% -.. -__0200% - -.1.600% J H I 0 4850 '- RIGHT DITCH PGLJ Q 4850 60+00 61+00 62+00 63+00 /- ' 1 ' E�/ • , 64+00 65+00 //P • f • - 1111111 IIIII IIIII 111111 IIIII 111111 IIIII 111 111111 111 1111 0 20 40 3387005 05/10/2006 02:15P Weld County, CO 24' 2• •• I (-1INCLINE ASSOCIATES 17°0 BRO"GW^Y' SUITE 815 Ing ee 46 of 71 R 0.00 D 0.00 Steve Moreno Clerk& Recorder i (303)8.1-9331 DO 80290 • 9 i 22 �. i4y; (3Q3) 86t-9331 I i ,7 i 1 J Designer DRK El SCALE: i`-40' VERIZ. �(O •••••••••• = 'Decrier DRK 1�=1 INA` . I Drawing Number ___38 of-,. _63 Drawings_ 0 VERT. eTs E I''- WtR 25 DITCH PROFILE allinIMINIMIIMINIimMIIIIIImmommi■ EXHIBIT C USR-1444 - '''' cv L UNcc `+� �, 8EFORE YOU OIG `1 i..1.I)( ()1 N\1} r : j"' 1„800-922-.1987 , XiT!Zo`•t'.I) FOR C' NSTRUCTION LEFT DITCH ALONG WCR 25 1 1 P,v______A-1//". --------' 4870 -_.--_._._._____ --- __ _. __ _ _ ___L __. i -57/..47/ __._---_._ _..___ 4870 o • co .E I- o so 80 H 8� 8" 53 g0 g•8 8� 8 FQ— o a + gn 4860 � �__.__._ N _.___�._.__ _—_`° _.__._._._'° _ ; m� ______._ th -- if--_.��.�,____.�.__ __r rf-- �� .-S � 4860 , z i � Ed Ed Ed Ed k Ed Ed E Z • _ M ) 0.000% -4.700X -0.700% ® _ e asoox a o:eoost ...._. -4O44% a _o aooz osaooac J Y4850 m _.w---.._._ -_.__._ _____ M .....M — ____ _ --.._— ---- — 4850 • • Lr a' 65+00 66+00 67+00 68+00 69+00 70+00 1 6 RIGHT DITCH ALONG WCR 25 • •• 4870 0 4870 O ( ! I 0 N 3 + { + B 11? i O m,m I ` CD ,.. _._ ....._ ...... 1 !_. .. __.._....__..._...... 4860 w d :&_ .__.w_ t-i- ___ ._ i i _ . h ii �w�___ _ g w4860 Z Ed Ed Ed Ed a£dd Ed Ed Z Z J1 -1.100% 6 0.6aox —o.5oaX _....._..__...................... .... ..._..._...._... ........ J • _ — —0.600% p —0.300% 0.300% -0 200% 6 -4.000% A -0.600% e -0.400% F== 0 `� . __. _______, ... ..__ _ ._ Q 485 { --i a�,,,� or>, g 4850 I I • E 65+00 66+00 67+00 68+00 te. � 69+0070+00 111111111101111110111111IIIIIIIIIIIIIIIIIIIIIIIIIIII �- : , _. a 2a ,QQ5 . 2 : ,_:(INCLINE ASSOCIATES1700 Nv� caa��ADo I eo2»o 05/10/2006 02:15P Weld County, �Q 40 I (303) 881-9331 I ,e9: •• �v, — --_ 47 of 71 OR O.QO D O.Qp Steve Moreno Clerk a Recorder o«ign� oRK SCALE: 1'-40' H0Rl2. ��•••••w••w•s(�`.- Dstder DRK I.=10• VERT. S i N/+`-`_ Drawing Number _39 of__ 63 - Drawings I, WCR 25 DITCH PR FILE ■ • - EXHIBIT C USR-1444 - X11 i ,,: i;t ♦I i Olt.), CNl UNCC WOREwu ac EN\„IM 1 Ri\1.!?1.:'AR UNIENT 1-000-922-1987 ,\ 1'!'1:() ED I OK ( O NS KUC"1tON 4870 LEFT DITCH ALONG WCR 25 4870 O ! l o O 8 8 gl in 4860 g _. 8 8 g $o - r -gig-- _- g-_.....___....�.--__1 N- 4860 (n W Ed Ed Ed Ed Id Ed b.W Ed Ed () k y -0.700% e -0.800% b -0.700% -0.100X ,' $ -0.600% ® -O.500X ♦ -0.200% • 0.100% 0.500% ® 0.600% -o.t ooz 4850 4850 i— { LEFT DITCH POIt 1- 4. f m 484070+00 71+00 72+00 73+00 74+00 75+0O40 i8 1 11 4870 RIGHT DITCH ALONG WCR 25 - 4870 I i z • p �.... ... ._ _..__..f.._ ..._ - 0 O { 0 trait + 1 ' + 111 O in 4860 N 2 ___.__ g __ _ _ $gi __$.^N ___+ $ --g 8 h• 4860 qp � � I— jrr n� nff. . Ni. M o f 1� n a.P. Qr^ i— v) W • � Ed .. E�+�.d ` Q W Ed E W ._........d W ...... ............. E W VJ W Z D -0.500% -0.S00X • -0.200% --p.900Jr _0 7 p -0.146X 0.100% 0.500% -0.200% -0.200% 1 Z 4850 U ._._ __ _.___-----.----_______-_._� __ __ ____.._.-.�___----, __ _j_.._....-._. -___..._.._---...—____..__--_ --------------------- -_. __.--...__._.---.-----.-.---- _-_._._-_. U 4850 reonr Q I ._. . .._ DITCH Pcl ,. 5 M 1 1 I 484070+00 71+00 72+00 73+00 i =. -y I' G ,.' ,, 74+00 75+0040 .t., ,,,4, , ,t4b/ir,,6 . *v . _11111 lllli 11111 111111 liii 111111 +ill lil llllll III liil ;O 45 0 �"'sa INCLINE ASSOCIATES DeN170VERBROADWAY, c OR, SITE 290815 ` 0 20 40 3387005 05/10/2006 02:15P Weld County, CO '�: Z, Ste' c303)661-9331 ,I 48 of 71 R 0.00 D 0.00 Steve Moreno Clerk& Recorder O'. . Designer OAK SCALE 1`-40' H0RIZ. des.•.... **6;0\ _ Octane' OAK 1 1`=10' VERT. sh1NALE-. Orowing Number 40 of 63 Drawings i WCR 25 DI CH PROFILES ■ I - EXHIBIT C USR-1444 - .,0 X11 CALL UNCc � %%II �•�.,. ' 8Q•GRYOUac I:Nt;IN! F.1{ltt:Ul.P:�lt!" F,NT -eosa?2 )ot I I .\f'I'ItOVI-_t) F(;It CONSTRUCTION I 4870 LEFT DITCH ALONG WCR 25 I 4870 /11„),/„.„S7Z....o I O �iI • II 1 fra te V%7//cc6 s _--$ g _ _ . CO 4860 88-2.--., V.' �- 82 s.: 88 88 a4* S Q t!? ii W 1 W $._...__ E1 W K n m , w CJ d Ed E dd Z �— -0.2007E S 0.000% -0.3007E A -0.300% $ -0.400% • -0 900X .I __ .,.r�"—e�s%b --- ______6.„ -0.717x • - tX..---_d,-_- - �.000ar�__� =4850_ 4850= _ _...-._ __-__._-•-�-_ _-_---- --._../I EFT DITCH II • • 484075+00 76+00 77+00 78+00 79+00 80+00�� XI e ee 6S6 4870 V. RIGHT DITCH ALONG WCR 25 4870 $ • a O o ! + O $ 4860 $ - -a-wr- _ 0,6- --- 8- ._o,...___—___ —______� ao 4860 9 8 - 81 86 8"I 8ei8.8 N8 Fm 8., 8 g Kt 1 ,i i NI, i F,'-4 if i (/) 1L.1 Ed Ed AEGd 4. d Ei7i E W Z -0.100% 0.400% -0.100% -o.loox S -o.2oox d -0 800X ` � -0 _o.sT2x ® -0.2007E e 0.100% 1 L=4850 4850 = t O RIGHT DITCH PG /L i p i--' a M • � I 484075+00 76+00 77+00 78+00 ! - 79+00 80+004840 ff:,.i.,,,eti till: •fe 4 g 1111111111111111111111111111 111111 11111 III 1111111111111 2462 '*'� ,a• �� INCLINE ASSOCIATES 1)00 BROADWAY, SURE 815 I 3387005 05/10/2006 02:15P Weld County, CO120....•• • Sy, (' DENVER, COLORADO aD290 • L ( )B61-anti a zo 40 49 of 71 R 0.00 D 0.00 Steve Moreno Clerk& Recorder • �0,�►••. •.'.Z� DeelR,er DRK I SCALE: 1'-40' I0RIZ. AV:. ••••••�. . Detaier DRK s 1`-10' VERT. ION J1 L E_- Drawing Number _ 41 of 63 a.o.rwe___j I WCR 25 DITCH PROFILES ■ • - EXHIBIT C USR-1444 - F^ � ��I.IiR ltl'\11' p�ti'i llibi monYOUOIc 1.\l:!\ia.ltl\t;Uk.k':�it'1'NiEhT 't,*1_17::'•e 1-800-922 19B7 :A 1'I'Kt)VEI) FOR CONSTRUCTION 487O LEFT DITCH ALONG WCR 25 it y______ t 487O e2....,0 -- 1 Lit e O o 1 in 486O 00 __ . 00_._-----:---._._.._. _._._. 00 486O 8 8 8 s e4 $ h 8 8 i-- 0 + 2 ql +2 86 zw Z d E E E IJ E E ad ad E8 E w .J os2o% 0.100% 0.100% 0.100% -0.200% -0 200% Q 6.00%......___.___ 0.700%-�-- J I - 485O= I~-- - ® ® --- ® 0 _ _ 0.000% *�ex�o__- =485O I-I- 1 I- Q '- LEFT DITCH �� Q wA m [ 1 XO8O+OO 81+OO 82+OO 83+OO 84+00 85+004840 686 !+ 0 487O RIGHT DITCH ALONG WCR 25 487O O o o ill o 486O 03 - - __. op 0 _._..._________._. 486O 8 § 8„; I-• q 8 8^ $ •8 g 8g 8 8 S h 8 0 0 Q Ini $ C � m Io if ii im W d E W Ed Ed E d E6 Ed Z E J Ed W 485OzJ 0.200% D.3o0% 0.300% ---._...0.200% _.._......._,0.000% -0.200% 40._ o.3oox... 1.1 4J LJ U s-. __.._. . __.._._._..� - °Q�.-�=____}; __._—o--------------.__._.___ = 485O ! U Q I RIGHT DITCH PGL i jjj F" 484O8O+OO 81+OO 82+OO 83+OO / ►� it✓ 84+00 85+OO4O ll I IHIII 0111 IIIII 111111 11111 111111 1101 III 01111 III IIII r 7521p Q 1INCLINE ASSOCIATESXoy;r�, .,,Do 80290 50 of 71 R 0.00 D 0.00 Steve Moreno Clerk& Recorder A''• d + - Designer MK SCALE: 1'-4p' HORIZ. e. ..times N.. c,` Detaler DRY. 1'=10' VERT. n, EN _ • OVAL orowlng Number _42 of 63 Drawings WCR 25 DITCH PROFILES • ■ - EXHIBIT C USR-1444 - - TYPE 3 BARRICADE (WITH SIGNS ATTACHED) A - "ROAD CLOSED TO THRU TRAFFIC" SIGN R1 1-4) _-__ - - "DETOUR", SIGPt (M4=YOL) 25 I "ROAD WORK AHEAD" SIGN (W2O-1) CR-22 1/2 _....0__ - "FLAGGER SYMBOL" SIGN (W2O-7) CR-22 .lone ‘%IA ',col s't.ti, - 'I ).\l.1\4.I.HI'.a:ULP.\K C'1 :NT -20 U'Pic+7� 1':1� i t .k C(iNS"1' CTION 2D=— -- ollmar CR-20 T10 n, 1 ? t..n.. . _m By , H © , „ „ CR 18 1!2 O , Date 0 09 is V. �s CR9S - � — -- A — _� — Morn Avg L) Mt uE ff1 • . 2 c" LI 2-.• Lam} --Avo ,,,�}h'�'-) T 1 v' saws: �, t 18 t _�R-16 I I CR-16_..�__ Eta y;�k re L Barte it; COI F ry,, ('V R-14 I2� L__._ li �_._ 14th 5t , 14t1ti St F r) 73 BUS in y Y --- CR-14 ,{ 9th St LL I", LF - ;-'1- _x.1 F Ftit 'Li Eort!tuptOn_ I 3rd std; r';--"-�..i 24 1st St " I I --I IF•r sir .A. 'itir i 9 • �23//Al Designer RE ASSOCIATES (300 BROADWAY 5 7E B i,� 1 52 1 �; Designe DRK DENVER, COLORAD0U180290 ( �;-111 'I J"1 co P0's�i aYS —} •F��•'-.•.••a�� R Drowins Number 43 of(303) 861-9331 93D,ow Drawings R H N.T.S. 1111111 HD 11111 111111 IIIII 111111 IIIII III 111111 III IIII • s E' W - - -- - _ 3387005 05/10/2006 02:15P Weld County, Co _--_- WCR 25 & WCR 18 DETOUR PLAN M.1 ..f 71 li 11 nn n n nn ctn,.n un.nnn mast 2. Dnnnnln. • ■ - EXHIBIT C USR-1444 - SCHOOL SPEED BUS STOP 53-1 LIMIT AHEAD SUSAN BOGNER / KENNETH CURBY SUSAN BOGNER 3 O v{ FUMNB_154-4 i Q R2-1 4'WHITE RESET DELINEATOR + EDGE LINE RESET GAS SIGN O a E e k —4Ht — r — — D ONE— ffrvff— uH� - -34+00- . _T ,.•,5S+41�, m r III T ! ,. ,� pr r im! _/ �P qin� ! ur i u 11!! ❑❑ (( u1I pp Q -.r ₹ 9+AO _. .. �. _ t 1 1 _- I t i I ____ i I_N' �tt I t_ 1 J_ I- I 1 I 1 I 1 1 I 1 1 1 `� I� 1 di _ tu_ u w ^- _ ill in du __` . !A ..lfa•-- _-_ in -�u i✓/...- w ._ .-_ -.__.ap _.�_. , W C DOUBLE YELLOW WELD COUNTY ROAD 25 RESET SIGN (SPECIAL)) RESET SIGN (SPECIAL l ` r O CENTERLINE RESET DELINEATOR I— » Yl 1 i.11( l NIY Q RICHARD HEIN 1 \(.1\1.1.1<IN(;UI:I'AK7:ttE 'r BARRON-M LENDEZ REAL ESTATE V STA 33+00.00 RICHARD HEIN NTURES LLC BEGIN WCR 25 PROJECT t!TWA 1.I) I Olt CONSTRUCTION MATCH JL WALTER DESIGN � 1t y. /E� ��✓��l A7/2 r% r Et 0 O Q W co O WILLIAM E GEE TRUST O O KENNETH CURBY + KENNETH CURBY in 0 I" + + 4"WHITE m m,- yO EDGE LINE CO m m v V — —dH}`— —pHE ONE OHE OHE— — —DHE 0 — — —OHC— THE pHE • — pHE- C at r o Q m r HI l rl n u w !p ru rl� w u w n7 !! !p Q 000 I . X00--. —.._.._ --IX1+00 - 2+00 N _ +LXI �..� _. ...__•_- 44f.W i9+W +W 4!}06.- 7 _4g° WI_ 1 I I I 1 I ( I I I 1 I I I 1 I 1 I 1 1 61 I I I I 11 I ( W Z ,-.Ill ---_—__-nr_.__..__ III _-. -.__.rrr -__. !HI •>vr _ n -.-- , .. _-tA .. _ ITr. _ di I WELD COUNTY ROAD 25 I 04-DOUBLE YELLOW O ` I— c-, CENTERLINE c� rn BARRON-MELENDEZ REAL BARRON-MELENDEZ REAL G ESTATE VENTURES LLC ESTATE VENTURES LLC LEO & JANET BUTLER ;idii :F • 2452' g----" Z 11111111111111111111111111111111111111111131111111111 9 • Wes. K'11NCLINE ASSOCIATES DENVER. COLORADO180280 III LEGEND .t •• .• 2. , 303) 6B1—e33, 0 30 60 EROSION BALES ••...•..•• �1\ Designer DRK SEE M & S STD PLAN M-208-1g 3387005 05/10/2006 02:15P Weld County, CO n/1 E __ •Yr �u NA►- N 0 t iler DRK SCALE: 1•=6D 52 of 71 R 0.00 D 0.00 Steve Moreno Clerk& Recorder fDa ,n9 Number 44 o, 63 Drawings WCR 25 SIGNING, STRIPING AND EROSION CONTROL PLAN s • ■ — EXHIBIT C USR-1444 - j O WILLIAM E GEE TRUST ,ecv CENTRAL COLORADO 0 c i WATER CONSERVANCY0 O R DISTRICT + a' + 4"WHITE 03 EDGE UNE � _ ____ _ _ _ — to — — — —DHE— — — —ONE • OHE— — — —DYL-- — — -y--DK �n �— —OHE • —oNE— _ I— -a0 if< adW �� :, W II7+OD •T •1 —,12+00 W To+oo W 14+00 W 465+00_ `v -aL Fa- i I I I I I- I I I. I I I I I. `�I i 4 I I I I I I I I., I I I I I I ill VI �— - - - - - - -- -- -- -- -- -- J '' f/ f f WELD COUNTY ROAD 25 = f� + 4'DOUBLE YELLow U I-jCENTERLNE I•- LEO & JANET - NEIL & LAURA Q Q `�C BUTLER v '�I Ta .6 ° +r 1 E:, ,fl- V1II.I)( MIN IY I ee IC I.M.INI l Id NJ.OLP:utrNIENT Wa-6 (SPECIAL) Wa-6 (SPECIAL) RESET RESET .%ItILOVEI) FOIL CONSTRUCTION f $m a I It y' 'C l )1 0 c UMIT hate 17.77 30 WA CENTRAL R CO OLORADO ER ANCY y C) CENTRAL CU.ORADO ICT W8-6 (SPECIAL) 0 O WATER CONSERVANCY — RESET 0 DISTRICT R2-1 0 i 4 WHItE m (D ,_ EDGE UNE m� NI- co 22 --LH�---- �tl �- .._--z_-•yNE --0NEs c-� SHE- LIE--- 11$ I-- !co W /,IW. W '�e+ao _.. L., -- v.1Y+90 w .. _�o+aD ,D _. 111+00 II '$t+00 W 04 tn IIIIIII lIiILLI LLI Fh 7JjRIII m �r v1 rn Z m 2 WELD COUNTY ROAD 25 4'DOUBLE YELLOW N / CENTERLINE NEIL & LAURA cQ M G L COYLE DARRELL & NELVA RRELL & NELVA / BEARS ON BFARSON W2-2 " , RESET �. /=P1 V • 9 R RESET Ia'u. t 24521 LEGEND r INCLINE ASSOCIATES 1700 BROADWAY, SUITE 815 �' /I 0 30 60 -9331 "" (SEE M & .. STD PLAN M-208-1) I IIIIII VIII VIII IIIIII V VIII'VIII III IIIIIII II II , ••�� •••• � Deemer Dm( 303 881GDLDRADO x0290 EROSION SALES s,I NAt,.��_-" DetaOer DRK SCALE. +'-6D 3387005 05/10/2006 02:15PIII Weld County, CO Drawing Number 45 of 63 Drawings 53 of 71 R 0.00 0 0.00 Steve Moreno Clerk& Recorder VI- Z ! N S l f N . • LAN a EXHIBIT C USR-1444 - ` TUCK , NIRANCE RI-1 TO REMAIN I I W8-6 (SPECIAL) OU O RESET a< 6 (V of E77 ic _ SW CHAMBERS LLC ""N O O '� z wo� 4"WHITE + "It `‘ u 3 EDGE LINE N ==S�__� a-- J jrHE � OHE DHE _DHE— _DHE —�NL ____tltl___—_�!E____- _ H �OHC — — — _ II Q m m m 1 m m nr Q )p ry m Ur u m Ur Ur W •00___- 6D+ 0 66+00- E/+00 _. .-_ 88+00 b9+UU 70+00 i.. N 77+06 72- I I - i_ I ..I. IS I _ I _ I I I, I I 1,- I I I I I I I I I I I i IM -f I Lu Z I m u I I I I to to to - ilt di tit ur - 1 r to to __J nZ �— - ai Ti U WELD COUNTY ROAD 25 4"DOUBLE YELLOW `> CENTERLINE c ` Q Q z \` ROBERT H MART C JJ- ` STAHL L CENTRAL COLORADO LE o `\ WATER CONSERVANCY ?ip�th t r DISTRICT N%I'.I.III lFiAN n END ;, I imam.I]tlm:UI-:I'ARFLUENT W8-3 1 :‘I'I'ROVLl) I-()lc ('ONS'IRUCTION r RESET TO STA. 83+00 T, 0 T m e m y Y� W1-7 6 8 5 RESET / \ III' V, SCHOOL O 3113 STOP s3-1 I1tIC ,p/-:96 NfAD a P 111a SW CHAMBERS LLC O SW CHAMBERS LLC FIG�1119 S4-4 O O , m CO m + RESET 4"WHITE RESET GAS SIGN m v -0 N /� EDGE LINE o w u 5 -DC. ..= HE • UHL —UHL -- UHF - - DHE - -OHL SHE uHL — - -�-mmv-- CO go.c mQ m 1 Ill 7 ___- Ur Ur t« III «i Li) to '' w _ rx-.. �yrr I : -00 ', 73+00 w = 74+ 0.00 75+00 76+00 77+00 78+00 79+00 8 I I I I I 1 � f I I I I I I I I I I I I I I I I I I I S I I I I I I N Z rfr. ur u, _.. j1U ...._. _ !!T_ .. t« , yu._ _ tL �... _«r.-_ «r. _ _ tL un m ITr \ n —+ - - —_—_ - .� = w 7 WELD COUNTY ROAD 25 + U U 4"DOUBLE YELLOW Q CENTERLINE co Q M ROBERT & MARY JOHN WINDELL ROBERT & MARY STAHL 0. STAH Iillll III" VIII Illlll lllll llllll VIII III illlll1ll I'll • ts2452 :Q LEGEND s• =W INCLINE ASSOCIATES n0D fiRonOwnr, suI a 815 • � DCNVER, COLORADO 80290 ' 0 30 60 EROSION BALES 3387005 05/10/2006 02:15P Weld County, CO 9O•�� .•�� , (303) 861-9331 M la,�� ® (SEE M & S STD PLAN M-208-1) mil' ••••N••••••(��. I Designer DRK 54 of 71 R 0.00 D 0.00 Steve Moreno Clerk& Recorder nay c SCALE: 1'=60' VO/ONAL 11. (Demmer DRK - - ' Drarmg Number 46 of 63 Drawoos WCR 25 SIGNING, STRIPING AND EROSION CONTROL PLAN • ■ - EXHIBIT C USR-1444 - SPEED UHT 30gl O 0 SW CHAMBERS LLC R2-1 T 4'WHITE ' O EDGE LINE03 ! =B —O- A _toe_ uRt— „„L___ DRc -- — —unc __�.__� =pqE -- -- __ __- -- -- • f— m °' 61+0o Q' -.I a1 m az+oo t m -- __---m as+w -- ., --- -.V a4iW 'P... W esti+co e6+0o 1 (/) I I : 1 I ) r : I : : : I I : : I I I : I : : I t g 8 iii in S N _ _ - _ -.---- U WELD COUNTY ROAD 25 4 DOUBLE YELLOW A 85+13.97 a < CENTERLINE END WCR 25 PROJECT JOHN MNDELL WI I.I)tD \IY al sa as t:Ncau : HIM.ur:PAR rntt:NT � PAVEMENT {1g a'I'ROf'ED FOR CONSTRUCTION WB-3 1 RESET FROM STA. 64+25 / A:_._-t%✓� Rite /��C� ": ;I LEGEND -- 2452'19 / 0 30 60 EROSION BALES 1111111 (IIII VIII 111111 (IIII 111111 VIII tilt 11 1111 A9O�'. 2SIC,{7?W f1 INCLINE CAL ADO 180290 rl Rene h S STD PUN M-206-1) 3387005 05/10/2006 02:15P Weld County, CO A ••. .• v\ - Limper DR SCALE: 1'-60• 55 of 71 R 0.00 D 0.00 Steve Moreno Clerk& Recorder SSS/oNALF.�_ Mailer DRK Drawing Number 47 of 63 Drawings JI WCR 25 SIGNING, STRIPING AND EROSION CONTROL PLAN a IIIIIIIIIIMMISSINI EXHIBIT C USR.1 - IIIIISISallierSTOP nh . < ; W3-1 250' /RESET 125' / ` W1-3 WELD COON ROgo 18 25 W13-1 M.P.H. W1-3 PLACE AT BEGINNING OF CURVE //) / - \ \ N/ W1-3 , .....„.„..._ W,-3 25 I W13-1 -- -- _ PLACE AT BEGINNING OF CURVE 250' CD „ CD .m WF.I DCOUNIN 00.c a8 E1Gi\F11<I`.G DEPARTMENT ir AI'PIU)VI.0 F()ItC0NSTRUCTION Z ^ :_i ,,.a... By rr „ <_ m m m REMOVE Date .///_2?-79 0 4.'WHITE / i a Y.. EDGE LINE = WELD COUNTY ROAD 18 20T00 23+00 I- ---r---I fit- I I I__ I -}',iv 1 +__ 24+00 - I I I I I I I t I I I I _ _ - -''' ta' 121 b f , a a*DOUBLE YELL0WO -,. STA 20+54.96 CENTERLINE / 8•WHITE BEGIN WCR 18 PROJECT CHANNEUZING LINE N MIT ZE LA i MUST I -6\ • R3-7 , •L�I 9 0 r l �Q. ' 1700 BROADWAY, SUITE 815 R1-i � • • _ / qq • �� INCLINE ASSOCIATES 0 30 60 LEGEND RESET I DENVER, C0L09331 RAD0 80290 " � 2W (303) 861 DRK SCALE: ® (SEE ION BALE S • 9I STD PLAN M-208-1) I IIIIII IIIiI VIII IIIIII VIII IIIIII VIII III IIIIIII II IIII W4-3 ��8! NA�. f�us m. ` ',Drawingtr M & S Number 48 _of 63 Dro 9s 3387005 05/10/2006 02:15P Weld county, co WCR 18 SIGNING AND STRIPING RIPING PLAN • a — EXHIBIT C USR-1444 — { I ‘s 1 I.!►(•u4'N'I I' 1 AJAR :.I L1J.N ;N l'1 i ,f,RTNH:\[' -y_-------. .1I'I'JU)VI:I) I OR (.i)NS'1RUCTION f ; - —..-4- -..._...r...�----_ --4630— , 4870.- I,.__-- 4e7o APPROXIMATE ROMER POLE 1 = I 4860II ,660 i . _ . —_--- ...__ Date . /.6...5>j),(4:5 _,........._. -��© lOo -1b0 —iso —100 I .-.- - __ -_ --- 3300 --- vsr�la co>M-_ 2 _-__ ( ___...—_, _ 1.00 - 35+OO— dan,me —`2:s -__- -its-•Cut: T.-i9 FIN: 32.19 Volume Fill: 45.54 1roo Fill: 20.01 I Volume Fill: 43.20 —2:90- 1 Area I _ -.__.. I I -- 4870 _. _ --'. .. j- 4070 ' - X0=70- -- —;-48?[1 APP1 POLE E POWER___,..4 s !. APPIoo 1r I A.. — _ _..... _.. .__— I 4880 POLE LOCATION :_:! _`.� .N — .4880-'I- -- _� _ ._..._, _46.9 ! I I r I I I I I y — •---- � 1460 4460 • ..___.__._..,_._ -_._-. _ .._. 4 1 I �° 10 ° 1 r 1 , ,,, ,,. __.... ..______....._,,_.c„„..—„„,_„.......- 3 50 —161,'iRai flea ire 1.35 fi 36e� • j t� 3 2 g Area Fill: 16.99 ` Volume FM: 27 FR 28.64 ! i Volume FIN: 44.57. I iI I i 6 a 6 1 I 1 7p �... 4870 _ .__ _ --487.-- —I I I o APPNOtDAg1E POMFR ! i 1 {{ ilg . _ -1 1 Pate LaeAtgH • i .S► _. _..- ..___...__.._.- .._...-.... 4860__ � � ----_-._..r._ 4860 _. 3 f —1{00 -3 sb 110 I i i r -.__ ---lima Cut---T46..._-__-4- —3*VCI .----q I ---- -- 4860 - — 1 __.—__.,...- ___1_40w_. 0°m m 1 I Volume_von_ -100 —30 e i Vireo FNI: 13.06i 50 11 I 18i o ._�_ 4670- -.._-:.._._.._- .. - --4870 Peva 0.ae i.zR - - 361-00 1 �lowmi �" I Area FII: 21.49 I Volume RN: 38.0 1 f I_ — -._- .—�_ - 4880 - 4870 I- I '— - 4870 —400 O 5b 1 } 3 I i-33+5O 4300 `Ana FNI: 15.95 Volume FM: 22.09 I I I _ _ __. ._. I — _. —-- I -4850------- I .-__ .. -_- - - -- —NMNO�a1461 DId/a10 4+170 — _1A6S} - gyp APPROXINTE MIEN I^ I �Pif�OE LOCATION(11?•) -I�0 SO 0 11 __--..__—_ -r±l�r----roe —.., ;_ 3'51-50 va�Ur►�e�uF_ . -- ._----4661)--1------ I �- I _ RI: 17.41 Volume Fill: 45.9—100 —00-----.4---- .——--- ....._—lima but: —•1:94—'.._.`,`."— 33+OO _.—Voluiii-Ceti__ `0 ..._.- `pi „I y1 oleo FII: 7.90 I Volume FII: 0.00 • "� i700�MAY••SUI C CLINE ASSOCIATES 0 20 40 rn; IIN ��)3861ca+ai Do 80290 I e _ I 1 t- — �.L.._. • • -.. _—__.. ._. ,-.._._......__.-. ... Deelgrnr DRK t •520 SCALE: i'=40 HORIZ. DRX 1'=20' VERT. �O�•• 7/� �•arfV • OetaO Q _ 1 —._ ...-... — I _ 111111111111111111111111111111111111 II IIII Pis $ - Drowin Number 25 9 CR of OSS SECTIONS . •.4 3387005 05/10/2006 02:15P Weld County, CO s/0NA1-�_-- ` 57 of 71 R 0.00 D 0.00 Steve Moreno Clerk& Recorder a I - EXHIBIT C USR-1444 - I. HI i I —._._.-- -- ----_ 11 1 I V l)l IN R F I L.N1.1\I I kid ,I DI ISIHTJIF.NT I — 1 I kI'i'1tO\ FU f-Uk CONSTRUCTION — — --1— — .ew I-- �__.___ _ T . 4870 IIII liy �r�Y ; 1 i 4870 I II ..._..-._ L._..---`----- ---- -j._ .._.4880. ...__--- -_.._-....._.._.ya60- _..._._� - I -� W !rite G 80 i_ 1860_.. _._._.-....,w-----_-- __4866-I--.-.-.-.-._.. j i -4850 I 1 -100 4° a Sei 100 1 1 -4860-4- -too---- _ Q 1�0 _JWadi Area FlY: 17.77 ___......—41—±-OO- : Vvwnoi to `_2:3ti-. So so--_.I_.____.._._.. _ ___. __._w,._._._j_..._ - 'COtf"-"-E. a _.._._ .�-- -_L ---..___ 1870 Lu[: - T- -_.__`---_. �_._L—.__. _..._ -.-_'_'_'4970___--'- -- olume Fill: 3301 . 1 39#OO I Vo Area r41: 1.48 - Volume Fill: z.ae fI ( --- ' I li ' 4870 I—_--- -' k--._ ___—. ._ ,......__ ..-_s .._.. _.__.___ ,_4870"___- _, 1_W-._-_,..__...__,_4800-i- '__.- "- -- _--1860_-- .._.._.. -... _..-..�.�.._.�_ _1.t,-..__ 4860-.___._._.__._ ._ ., _-.._ !� _`., �yg50._...__ y.�-._ 1 °° q S 1,, 'rot ___. e I - cum - r ! _.W I ',— 4aso- 4060— — "ViTniftie-Liit: i.0.5 - 00 -50 0 5p 140 I Area All: 18.85 Volume Fill: 32.7 Y b f I 1 1 rea`-1,uc: [ae ___`- �__ __._.,_ -.—p6Nmirrul 0.[S_....�.-. -18 ., .--_ `. _, c teo Fill: 160 Volume Fill: 6.30 I 4rrlmwu47c voY�Frt 14 i I # POIE7b" ._._. _... --,_.....�. I '_... _- ; __ ____.....-_4,ggp.._ __._. _._.._ !_ -...,�._._..� _-486p..._.__ I I ro ----4860. i� */�._._._-, I ._-- ...<a.`^,,. _i—___,.._.__.____.4850_._____.-_--- 1 .____�..,.,_.._.,.____—_,._-_ .__._!_'4850'. -.. L_____. :. -� i i S $ 1 ' -ha0 50 0 700 I1. I .-.,;,_.4868. _....____'___..._-.. 1 y Wea t,ut: 1.3i ._-40*1313._ _.____YdTllme"-Cut -822_._._�� F .00 -50 0 50 100 i Arno Fie: 16.55 Volume Fill: 15.88 ' I 3 _.-1870-i' -__.._.__.,,. -_ 1 i- _ tuFr 4.99 -38#OO"- 'vo inm4-t.u1: 1 _ � _ Area Fill: 5.20 I I Volume Fill: 8.7.7J --.- i ��P IAUI I 1 POLE LOTION_� - ------__.. _ l_. I -r._.- __.__.._. 8._ _._.._ __�_____,..,..—.L._ ..T_ _,,.___..,_._. ...____-_. __.___ '._..-,_.__ _�_ _48gp._ .... ..._.._..._____.._....__.._...__.__4ggp_.I _�_... ,.— -_;.__.___... -- '_�_ 1 j I tl 4860��. . :•�'•-•-r -. - . .,__-_._-_..____.-_._ ! _-y5g.._;--....-_.._...... ._- -._. __...,..,. i -'--_ _,.._. -100 0 50 100 --__.._.__.. _- .__.-.._.._.._ .,_L_...-----__.._.___ _-4650.._ ,_. '9E _.�_..__ svas'"Ca`F- - 7s1 .. .----_ - _._ _._•JGed-CuFi_.__._1.34 _' .,_....._ _-.___ __._._.___,.___._�_- _Volume"CuF__.2.09-__.__.... . ' ,��` • _..e .__ ...............- .�'a..__.. 'Vol"ume`Cu1:- It 65_-,_,... 1100 50 3�+� No 100 „O e Area Fill: 0.60 _._ --- - - Volume Fill: 1.93 ^-- __.._ 1 f �i. Area Fill: 3.68 __..- Volume Fill: 21.94 (. 0 -- - 20 -�40 /4_1 er 4"y INCLINE ASSOCIATES 1700 BROADWAY, SUITE 815 a, - - .� A._-_. • e ear _.... I .._ .._ (303 861-9331 00 80290 24520 SCALE: 1'_020' VERT. •/��(/1``r e; o�m�r DPoC i IIIIII VIII VIII IIIIII VIII IIIIII VIII III IIIIIII II IIII O •eeHee� ` Drawing Number 50 of 63 Drawings 3387005 05/10/2006 02:15P Weld County, CO /Qnn�E` 11CR 25 CROSS SECTIONS 58 of 71 R 0.00 D 0.00 Steve Moreno Clerk& Recorder ■ • - EXHIBIT C USR-1444 - I • I 1, t of or 1 �?n' I - - 1 1 .,�r , c:1\� y,,, t r11E.NC --_ _.i..._. t c•i (RUCTION f i �4g70..__...,,,__ --- 4878 I_.,.-._� .____. - :.1 :l i I . _.._,{_.4870 S APPROXIMATE I — ; I'I 1 ! POLE LOCATION�.IiLi, , --+860 1--'--- -----+-- - 1--- '! T: -�°. = "- -�ggg___�. .._..a..m_.._ ----'-4886--.i.�.-.-_..,�___._. �„T _.- — -I IT I_. .4850 _,__._._._,._.... 1�--- ----- IL-4850-- 4650 0 , "� '"�- 1 80_____-..._____ -b0 Sp 00 60 9 100 I —__ - --- --Cut: 1.1? : . �'—wes-Cu —1-1:32---"#3 6Q— vol m e cur. — 45� 00 = m1 rAs tut: t. Area fill: 13.41 i 1 Volume Fill: 24.91 'Area FIN: 9.79 i Volume Fill: 19.60 1 _-.______- _.____'"'-_ -''-_.._._ __..._._-_ X870 _—_ _ .e-.0 .....�—._. l __.- _,_4g70 '' _ _ APRIO%eEAIE POWER�gI J860- POLE LOOAM91 -- ! RROOWWGG I ( -� I I APPROXW WCAna+ j880- ._--_____ _._.—_._ 4860 4'-" y .._� -_ �^ .__ ___ ._._-_......._...- 1 _- _J___.__ I 5 , ' .__...., _ _.__... - 4850..}- -----__ _ _.... . . .__...-...._ _.__...__..._---. �--_,.-_ ..- -_{gyp-.._ .___ ._..._ _._.._......_---- �. �' - -__._.__.-._.�.... --- . . _.. 4850.__. 00 0 1 C0� l5rea"CiSF:`--0.97 _._ ._ F $$2 Area Fill: 13.52 - �+50 .vLL�� -�oTmBGuC -9g ._.._..Voume Fla: 24.97 Vlrea-Cu'F: ' I. 2 ! _ -Fes..-.-._,_.... --Volume Volume Cal l:"--2:44--.l _.- .W d fr Area Fill: 11.38 I Volume Fill: 22.27 Pc APPROXIMATE POWER ..-._.�._..___- 467o------. __.__ _...._....4s76 _ I POLE LOCATION _ { � 4660 I a o ':: ,�.m .__�_.L. _- —__-. ._.._ -4880- -'__-___ _. _....__— 4888. - � _ .__.,.._ .._... ,--4860- �.._.a._.._.._ 11 I i ' J et at -.__._' _._.. ..,.. - 4850.-{---- __._._--_—___ _._-.___—___ 4850 .__�,_..-._....—._.{850. ._.... ..—_ 77� 4850 ._._......,._ _.... 2 o$ -1'00 —So 0 50 ,00 -1;00 -50 6 Sp ,00 gy 1 o fr 8 �_� ..__. .._._ , rvao cae'r._.—'rls —. —'43 '0@"'_'._— v5relseT—CUT: -_ _- _,_._._..., ..__ _� a cue--t.eiq�YTy va�me gut: 2. —.....— ... . Fill: 13.45 Volume Fill: 27.29 I Area Ft 12.86 _ 1 Volume Fill: 24.,.1 71 { ',,. _ -.� - -a-,487 ._...._,..._-,.._ __.. I _..- 4670.._I -., _..� _- _______..,_..- --v......-.__--- ___.,.-___.I Ii 1 E 4x66 , ,,d, �. _ +6se ---- - I +850--x- — .,._. --- ! I - - Cl ___-_._...__.,.. ;.,...4650...- --!- -- ---4656 -._.__._ ___.,._-1_.. --.- _..._.. -_...._..- - '-4860- --.....-,__.. - 100 �, -100 -50 0 50 100 ; 1x;30 V"`)` • r . I _ ___-._ _ .. -- tut _".31 17"......_-.__. . - ; rl., -Area Cut:--1'i9"" -..-,L Area Fill: 16.02 I Volume Fill: 31 29 ° 4 '0 I 9 +50-----^- Volume-Cur ""2.19-- i -----'---"` Area FN 3 Volume Fill. 4. 1 4521 0 20 40 A• r- 1700 BRDADWAY, SUITE 815 SW l-INCLINE ASSOCIATES �� - 9 e __ DENVER, COLORADO 80290 SCALE: 1.-40 HORIZ. 1--_._ _-____ ;..___..-_—__—_. _ .._._ _ ._ _.- , 1 e w _- �..- _ ___-_.. .__ .. _ .._._..__.____ __._.-._ __.__._-_._ Designer Owc 303 861-9331 1-=201 VERi 1111111 11111 11111 111111 VIII 111111 VIII III 1111111 II IIII ._ �ss N^`!t DetaAer NDRK umber NumEer 51 of 63 Drawings 3387005 05/10/2006 02:15P Weld County, CO W C 59 of 71 R 0.00 0 0.00 Steve Moreno Clerk 8 Recorder di- - EXHIBIT C USR-1444 - <<r I Iu >1Nil' H it'I'KU1"1:1) i'uk CONSTRUCTION 1 I TLITI1IJ S1 —.I,__. I ,�_— i—_4560- -----------iebb j` i-- 13V ! 7 __..._...� 7 4890 T .___ __ _-_-_.---- ..-+res0.-._. ..,-. .,{--------"--- 48.,0 t .._ ^,T.__ .�.._...---__ _ ice'dip-1100 -b0 � 180 -* -40 D ' 1 1 j jyea RI: 1.12 00 _-... 7 ifi_... t.u2 �._.._.__'__.__._u__ . ..Ca,.-..-—TAO-_..,w..._ .Z..t.) _.._,..... .._ f)8 491 fjfl.....____...�- . Irdl f it-C- — Area RI: 11 00 _� Volume FM: 20.94 I FiH: 9.74 : Volume Fill: 19.55 I I f i I I ' ! I I I i I I4870 .-1 __.. .. __..._ _ ..J_ ___._._._._. '...__..__._.___,..._..-.... ---4874-'_ .--/870--' _---I---- -,-- ___...__....._ I i I ..4g70. 1 __........_..4860) I. _'-'-'______.__--4868--r � t _ �3_,. ....._.__. �__ -_ _ 1860 _.... F I L __. .,�-".___.. ___ d � 1�_-.4g64. - —48§0-' _.,:-_...., -1- 4850 _u ---4850_.1- _ ,. ..._.I _..._ ;_.-..__.._..-.._ j I -1;00 h - 9 t 1 i 0 m m m —_._...�. __ .,. _ _—_ e� L E To6 4$#5@ vs� c r aq .. _._ r.�au<: ..Y zs— x$' 56 va1u C z 10 yveo Fill: 11.65 Volume Fltl. 20.7§ Jvea FiH: 11.41 I Volume Fill 18.71 1 I ' I t i c __..-._-__... fi I _4870.._ _� 4878 ;--'_ _ .-_ ....._ __ ..._._.._. _.._____ .__��_ ._._._` ___., 4870._._._._ 4 i87o _ j , I s i I — — a F ____ _...-<__..-4ggg._. —_.___..__ _ __- _____+L,-Fa ..�_..... . r _...__..... _ ____._........_._._. 4880 ._...___—..._.____._.. `, I __ ___ _____._ieBo_._. _ ? ._._. : Ii i 1I ' _—..�_,___�___.___a Sp 100 _. 4550 I .J .I_..4850._ 4880 -100 -...-1 0 00 100 11 1 r s I I I �._C5i"""`._'1.D3—__,.-' I I 'POIOme_CUE: ..__i—__ IVee-Lut: -'"'1':DT �- � -4752- .^.4870 _- ..__-� Area fill: 10.76 Volume FlII: /8. prep Fill: 8.80 Volume FIR 14.88 ....._ __ —487g 4870 4874-- -..__...._ I I I VPRJ�Wh 7OM1E POWER ;- - -- .-..,-}.._.�_...._. 4668.._ -- 860—,_,.-..,._..___. ._...._._.__ .,yI- 7"-`._._ I .., ,�,,, 3_. -6_._---'_ I I i �,,o,r_ ,—i,,, ,__.__. 5-4860..-. .__.__ -_ i I ' I ..—...4880.-�__._,._ ___,_ ___,_.._, ___.__._._ ....�___..-�.____ 4890 .� �...___..... ? 1 ytt�o""CuE '0'69-•—__ _.____._.___� __ 00 -60 C 50 100 __. -I I'._ Volume/LuF `1'"85— i .._.__-_ �..-.. 3.6;_____—.�.,__._._. _ _ _ _ _.. .._._.,.._._woe Area Fill: 9 16 _ -Volume FR- 1254' - � /� Areo Fill: 7.27 _ - Vol me Fill: 1692 ttif0 20 40 I 4 e 1 1700 BROADWAY, SUITE 615 e 24:_ e¢ i�11NCLINE ASSOCIATES (303):6 1-9331 o e0290 SCALE: ; 0 H RRIVER72. __...__._ -.. IIIIII I -_ �� .._..__�- ..______- ____ Designer Detolier DORK Poc (303) 861-9331 - IIIIIII VIII VIII IIII IIIIII(IIII III IIIIIII II Till H any 4� IF = Drawing Number 2 2 C of 6 SEGSI ON 3387005 05/10/2006 02:15P Weld County CO SS 60 of 71 R 0.00 D 0.00 Steve Moreno Clerk& Recorder I m ■ - EXHIBIT C USR-1444 - i • I ` tt' 'ti()�':_:1 ! OR c t�ti '.► stTi;CTIQN l I 4850 r _ — 4660 I —>foo _-j- © �A 100 II I 4660 ` fI H 1 - ______ .�_ i _._.,.__ I ( , —vF.a cam- s.o9 54 0 I._ ��_ _ I 'I , , i Area FM: 4.34 ',, I Volume Fill: 1 .11 __________+_ ecitz now - -±--- .. —_.. _...._1.) ' .." -_---... 49''''/./'''Zt .''... i —4458=-H- 150 I I I ___J I i ..,.. _4836 Rasa FM: 12.61 Cut: TX 51+50 —voluil�"CLE*-`Z E2- _ - 1660 1 -- i ! 1 esz 1 -I I I Volume Fill: 24.34 -1--.4 _�.._ f i 100 I i -� + ��. .. 'Q,_ _ - i 4860 f ___ �,__ -•_ I _ } I - -!,-= I--- I i 1h1.o FIN 9.77 7—Volume Fl -17.3'�- f t I I I _r _ —1�0 "j�Q 100 f — - 1860 -..J._._._._. I i 3 I ..._. I ... - - -Cik: 1.301-"-- 5 i f I € g� _'.."__ _Vdluriiie`Cut' -- —-. __ X669 _ _- __-. - -I Area fll 13.61 1 1 Volume FlII: 25.78 i �BSIi m l { i I - 00 - 1 1I I $ 8 ^r-. -i - �+1 _ 4660 --- - - ---8.47-- I -'--53+517 -" I -val 'Ule-�: - a iFIN I 3 + volume FIR: 15.94 I .�_ -4858 -.__ -�-, _-- I I 1 I i 1 _-I---_.._. - -DO 0 _. 50i __ 1(0 j 0 _ -4680' -� 1 I_ l_..._ . ... € ---_ _4ese—__ j ; c ! I I , I I I € i I —VoTu7sF Cut- T83�___ ___. 1�0 j__ 48`54 IUD -_. — __`.._----' I I: t 4.22 I Volume FM: 28.6'3 _ � � 100 t — I IPPROMATE POOPIR'� i i i ... — POLE LOCATION , I a T_- 4660 I_ 1 CC m I ,.—-,�- a-=__...� _�- t r►,reb-L.uC 3.86 T" - , $ I '?Area FM: 8.28 I 53 Voluli5e"CV: 71:63-' _ o f i 1 ; Volume Fill: 12.05 1I cg g o ....�. , TE POwER ; 3 i 3 I APPftOXIN15 ��I - 0! 4660 .._. _____._., __ I _.__ � LOCATION _—•__4880•--1—5p ,o0 Z Ii I I FM: 14.36 s0#�__ -. %fume ux:----Z _4�g ,. 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I 4�15�0 • l j DENVER CotoRADO 160200 / SCALE: 1�=O, VHOIZ. • � _....._. _...___•_ _---- _...—_.._ ._—..._......_.___...__.._ Ova DRK j303) 861-9331 I111111111111111i ill11111111111Iii 1111111II1111 ° ... .. ?•;+. : i{ IIIII ...... 3387005 05/10/2006 02:15P Weld County, CO CONAt t Drowkp Number 53 of 63_ Draw-- —-- 61 of 71 R 0.00 D 0.00 Steve Moreno Clerk & Recorder T1 _ F. ■ - EXHIBIT C USR-1444 - • ApeR xidATEIpowER I j - — 1Ali -t— _ __... —..____ h p........ 1 - 4860 ' 1 . !i 1 I l N f 1 - _ i IL,J . I { s - __.__ _, —..._..__ --- I __ -___ --4868-_._ 4030 — ;I -- .1 l�('1:O3 . I) t t+� (. (, 7 k "I'1()1 ._.- 4 14 i -I 140 - 5, ,- , cut: 578 - 7-- •57 L0`.-___ _ t vow,w+e cut ,v. - - 1 Area Fill: 5.08 Volume Fit 9.64 _ -��rib CIA: X96 80 } :i!' I - —j i I fAreo Flo: 12.62 I me i : I A ,FPOLE, ---�I i 1 f 4860— f __ 4860- - 4888-- - - s i�., 2 vot=rr.±!=„N_.jI ti •- 4860 ___ '__ _ I 5L I , - _. 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I f 11111111111110111111111111 f 1III 11111 Q � [/✓ ••' ' ' 01 .-0615WeCounty, CO11111 liii tes - �11�- WCR 25 CROSS SECTIONS 63 3387005 05/10/2006 02:15P Weld C S/ONA - -- 63 of 71 R 0.00 D 0.00 Steve Moreno Clerk& Recorder - •-- - ■ I - EXHIBIT C USR-1444 — �-- — — --- tiCi( i)t \1'}'it I 4000 -- taco AaA OXSIST �� {�_ 4:i. :l\:\ l !.. l i:, I:1; •. �6P::.:,:fuf.:Nc'r ,�_ I I f _.L _ ti i i 4060 T s 4060 I 48 A � �__ I. ,T__ �_--__ _ I ;I- ...II bn 1 o 0 5 ► - r j I • Nreo Fat: 5.14 _._69+-50___ t v3tu .__I 0 -- , •__-Vd}ue00_Cut: TO�..19 G- Gut -- J I Volume fill: 9. FIN: 0.14 fI i I Volume Fill: 0.33 / Vie';‹ I -- -4060_. _ ..- I . _- i- __,_ - 4060 ---_ I I I I 1 '.'. --�--- i _..__ _- _..._.__...._..� - I 1 I i —_.._._._1860—i-t --... _y.____. _ .._ _ -- 4860 — i _50 51D 1D0 _ __ —_a — ° ,tp I i I r - _--._..__ 6-tOt-- ,17.09 -----ii--------- 1194,00----- .. . 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I I I g 4869 - -----i • i POLE iicAnom- --- -MIN- - 4860 ._!.- _ i I i I POLE LOCATION—""'� -+e6G-----I I 1 48,`.0 l --_ ___ r_ _ ��p i __.___ .. ._.___ . 10 1850 "4836 ; - r -- ---1 (( -1;00 I -50 50 1 _ I I -A AR-tut: 1"9:96— �' ___�__..__.. I hr o Fil: 12.25 i ___ 61" 50 Volume Fier is - -tea-c-0t-: 28.es ._.__._____ _ _.-_fi r ��a 1- votuMirt0t: 46.94 l 5R Nrso Fib: 2.46 1 Volume Fill: 5.99 t 4066 1 I I _ — I_4086 _ l _.....4+166_, ir'ttelewa �,t , .___ ! 4066- ! II l ; _. POLE 1P2N I l • i- Wall, - ..._t__ I _ ..._._._. I '-- _� .I_ 'X59_ -_ — .. ___.. .4690 . I . _. -_ .._ i I _- _ . .--..,..._________4__....'•-100 -50 10 o _ , -�00 -50 t 100 Areb Lut' T:Z0- "S7' 1� i VSTurtTe-car Ti4-' " _._ _—__._ _._ -._--• -- --_ _.--__ _ _... Areo Fitt: 14.29 I^� .r lifrso - 74.20 f w IVolume Fill: 28.27 ( rr /�/T1/v— VoTu... N.. �L.V -- 0 20 40 I • ! 1 i . r Area F16: 4.01 A 0 / t 700 t1R0A0wAY. SUITE 615 � � �� I s_ • 0 s INCLINE ASSOCIATES ( , _9331• 80290 I r 24 DENVER. COLORADO SCALE: 1"=40* H0RI2. ..�+ 1"=20' VERT. OdoAsr DRK 41111111IIlll iiii 1111 �o�...e z3•�.�,�'`111111111{111111111111111111111111Fss .. ts Drawl!) Number _�56 of _63 Drmringe_ ,I 3387005 05/10/2006 02:15P Weld County, Co I.....- WCR 25 CROSS SECTIONS 64 of 71 R 0.00 0 0.00 Steve Moreno Clerk& Recorder m ' - EXHIBIT C USR-1444 - F i I 4860 r.__ _ _ _.._ o 406o- _I •4850 ! _ _.. _.._ X866_ _ — _. _ _�-�6@ ..____ -.,,�✓-" 11:( — {-too - osb 1 132-I;f ; 1 \eS�°f'IZI1CTIQN� I - WII- 0.00 I 7450 11 VtifFi�id cut o. - -f— Amu FIN: 40.72 1 I Volume FIN: 60.`1 -100 _ _ i -60 f►1' 5!D I .. .._ __..--- ____-W _„ oo Cut •2625— --_____.—_� -'volume Cui: alit.; I i •�1C'Y 1 I ,. j ` I I _ _ -.. as..�___._- !-- -4850— __-- —-_... __Jaig __. J_ -, 3 — — _ 4es4 -200 0 39 100 i r 1 ---75-IL 00 48W Area Fill: 24.5,3 volume nut 33.7d I I I I _ I I x-----4666--- - i -- _ _._—y- 4680 _..18�i9...i_. — _ _�r—_— 1880 APOLEtEu 1POWER i -7�f00 -�0 0 SO 100 I 1 I E ._-- 4660 1._..__ _L._- "COt~_—�:813..-_. I-- _ -77+50 __. valar� ..9.0 -100 -'�0 50 1 iyreo FIN: 9.21 F I Volume Fill: 27.4 `{ I I TillArea Fill: 11.93 Volume FNI: 15.94 _ �s I I I J.__.t, I -- —- --4860 .___—-------—4864 _ a 4660 APPg0K POLE L Pam i _ 0 6 9,0 1!0 o uno"— 1 - I f I t I I + , i i I I I0 —_�____.. -Imo 1 !_..:. — __ _.__ , 4 5 _. _ _ cue ___ ____-_ _- I Vo un e- Catr---`b.os_. —100 —Pb 50 100 F11 20.48 Volume FNI: 53.04 I m m ._ 74-400- f - 1 I I __ . 14660 111 N Fill: 3.26 Volume Fill: s.6' I A MCA _�1 I —� I 48604880 ' , ft 3 {s8 _ _ _ 1 ;__4Q6@____ 4 200 _ 14830___ -I eia_I 1-- 1 _ 00 � i iIill 3 ! - 0Q - 0 0 t 00 Vireo FIN: 36.80 I 1 F Volume FIN: 74.5 I 1 1 1 I 1 vaum. Gni---71: ~_.... ,.669• �• ---- ; ___.. I 1860 Fill: 1.01 i Volume Fill: 1.14 AAFR000 AIt I'OIK11 — 1 ill -- 660- I -41f8� 4660 --— - --4650 trop 1 -100 p 1 QD I —44350-f---- _. :_..� .._ -3830 — - ! 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I JI +I I 'P� p e�2� Delder DRK 1141111 Iilll IIIII 111111 IIIII 111111 IIIII III IIIII IIII (III O�j'+•••.• •.e•[a�'� Drawing NumA�r — 57 __01 63— Droernge .___J 3387005 05/10/2006 02:15P Weld County, CO S�IJtiA� - �M�R 2� CROSS SECTIONS 65 of 71 R 0.00 D 0.00 Steve Moreno Clerk& Recorder a S - EXHIBIT C USR-1444 - • i , I { i - -- i__— I I s i 1..�1f'.i [ i?►\l:til.!'.>.K!'.:11aT j I 4880 { l = 48e0 1 f_ _ _ I _ ____ j 4880 !I.A)aitl} 4850 1 i. { 4850 4850 __ _ :. __----._— --- 4848 } I 1 !;y X -100 _ ._ ___ 4810-+-----___ _ +_ .—_ lir...Z-y,Ai.,25ZP------ I r i ill —80+00---velueurcue-Se—lino FIN: 4.31 -- VolunRe fill: 7. 0'00'— I -1—VOTuiha Cut 000- .__ .....-�..__ _ • i 35• j Volume Fill: 59.0 4880 I �_ _ 1• I I �..I _. 4880 _ ..__�._ s 1 f I I �"i i 1 i— j I I ; i 4860 I E �' i 4860 I �..�. 1860 /„m - 4860 I I I — I _. __... 483 0..-i- __. _ _ -__ r.- i f t -1N10 _ 0 _.._ _ -- _-__ __ 4810 I. _�__. - - - - -_- ,. __ {f_____________- _,040______' _ tt 1 ft mr I I { Ioo 40 4 I' Wee tx+r. t><.T8 i fArea FM: 3.50 7 Volume FM 3� Area Fivtla ill: -2a -- �*• - �oiums Cud __ __. S , 1 { Volume Fill: 9 l a£ ; I t, t I -1 1 4880- - ` - __ I l -� - .o moo« ' I . —-- - 4856-1- I 1,,.4860 ___ 4156 _.__- .. - y - i - __ E { 1 { I I �' �'�' '' i - �°6° I I - '^at s 4840 t� �----- _... 4840 4810 i i--- • i 111 _— , 1 QO 1 -r d` _ 1 i�►0 •• --I -..._.. _. '10 0 5b1 I i 68 _ i i I __ _. 79+00 -- -- _ _.-T~ vari�s,c --es at ----—_ _.. ---I r Arco FIN: 0.48 FI -"1Vol une Ci'll -8128- Volume Fill: O. I I INIo FIN: 14.83 I I Volume Fill: 21.1$ I I r I I j i i i • -4880 4 ! i 1 48�- APPROXIMATE POWER ;__ �- LOCATION 8!0 I #- 4' WO vac Xaaa1DK—..1 { I % i ) r I , 1850_i 4aso -----ssead Tr I4840 I ------}•--•--------.__� 4a+o __ __. .__ yew 498— ; -goo sio �____ __ j o 100 -;00 _ Q —C t �...__ 60 I l • • i 78-1-W-_._._ , .volume-Cut: 74:9'5—__.__-- • _ _ __� .� . .1 t.OD I QG O ---I--vauttX�cF—zs: — -- ____.___I IMeo FM: 0.00 Volume Fill: 0.8� - Volume Fill: 11.43 i e_-1 . Area FM: BA4 ! 1 .g.. t . . _ � _�� • I r l'IINCLINE ASSOCIATES t eaoADwAAoo 1E 815 .._..__._.....•.--_...._.-_.,._....1.---.- _ _.•—_— _ DENVER. COLOR 80290 SCALE: 1'-40' HORIZ. �.�-1 _, ..._ _. .._ __J�_- - t (303) t-9338 1'=20' VERT. ' • 9 r► 341• Designer MK I 1 1111111111 ``I1I1IIII] IJIJ 'pO�� n/wJ[/!/1 �7��•�41 • I11111 11111 11111 !!1111 1liii 111111111 1ft A` ...,. ��C1-- 66 Orowfng Numtwr 58 of 63 Drawings i 3387005 05110/2006 02:15P Weld County, CO %Kr *- ALE of 71 R 0.00 D 0.00 Steve Moreno Clerk 8 Recorder , _ WCR 25 CROSS SECTION'S r- ■ ■ - EXHIBIT C USR-1444 - 3 a ! �aeea • . — -4800 _ -___ t ! t. :°icf�l�l!.1i .►': t t\SIIttiCTION APPOCOSIASTEL0411011---.1 POMP Pay LOGA710N"""1 I 4840 . 4860 ----____..J..._..._ __. _ E � ------ I I ..-_. I '---- � { "�t' —— 1 444.4. 1 Date �6' 0 sot I--4848- I i I I t -- lino CUE: 12.63- 1 _ +ffi� _-- - -,rarv�ss car__ Ana Fill: 7.95 I Volume fill: 21.2 I I i I -1 M - _4880 I i I _ _ 4860 4 --I I -.--4444_ i 4880 4880 • IOU POLO LOW=`1 1 !I I t -4850- ."-40,--- �.: 1 _ _-______J - .- i + •._• __ I r - -_t.-...4868__-.._..- I I I I i I I I_ ._._.» ..__- 1810 .1 __.. I _ �. ..._ -_ _ _ __ E 4 .-- -1"430 -' I 1 - -r f50 1, 1 g m -i .. - __ ~rir'M-Cut: T. -_ _." _ --7 zi.�6 854.00 velum Wm . _ i IAm.. Fin: 15.00 Volume Fill: 39. hna Fit 0.00 Volume Fill: 2.1q— i G ._ I E t i APP110f.IM1E PpAE� I t I ...1.___._-..-....�....�_4550 ! .:e7.--,.T_.,..--„,..___,N,—.,...-.=_. I _4444 _.i '4� -4068'_. -_. POIE.W.C'�110N—''''t I I --,-4•50-I .._ I E ' I _..r I i _.. ,+,4_4_4.. � i i I I .-___ -_---------- F I �.- E '- 212 ea I _ - 348!0 1 ------ ! - +--4840- - ;- -too �D 100-484°-4 - 00 ® i ' ' ! 1 -2423 _ - cat u.w i 83#-Q@- I vorums cat: a:vQ Area cut - -- `84450 • VOTUTiiii—CUE_ 34.,,f' ;- F111 27.75 : 1 Volume Fiil: 57.91 Vvso Fill: 2.27 { } Volume Fill: 9.48 ! I I i f I .._ —4860--_ _ _ _ ___ _ ______.-- --40__�- ___. ___ I�- I �__ I H i 1 r i I I EARTHWORK BALANCE I 4-4.66 I i J j 1 TOTAL CUT - 1524.34 CU. YD. 1 i A 1Qp I f I TOTAL FILL - 2230.45 CU. YD. T i !! I NET s 706.11 CU. Y0. -----1- ..._.�_.-'—fie 1;iR: 0.001 ". _-7---. thirMIE MIA ___ - - -. _..T :. _ �_.__.._.-,__....I-. . �_._ I--- I Area Fill: 34.79 -~ + Volume Fill: 55.18 '•0IREGlS.. I I I i j a_ -iC ••9), t ikF I ( i i __..._ _ _—_.—.--,444_4_.._ - . __ __. I ----_--- _..}_4_44_4 OZ .1, . .L_— • ` �_......___,._•_ • ___ _...• _..__ r._ ____;------_—_—_,-4444 A. 1"jINCLINE ASSOCIATES Doti BROADwARI SUITE at5 0 _ _ 20— 40 '/� nC�O ; DENVER COLDRADO 80290 l..____________. nL .7 I �303� 861-9331 SCALE: _ Tz ' 1111111 11111 VIII Illlll 1111111111111111 III 11111 IItI 1111 ...�i�f�'°.;� — o _ 11 ' 3387005 05/10/2006 02:15P Weld County, CO F� ••••••• ��_ 1'0r0w1n9Nampa,- 59 of 63___Drawings i! 67 of 71 R 0.00 D 0.00 Steve Moreno Clerk& Recorder V NAt.E- INCR 25 CROSS SECTIONS ■ ■ EXHIBIT C USR-1444 — I • 1 --7—, 7----,,,.\: .‘s,,,,,-,,,—;,,„,,(• \F I i.l\(,I 1 f•.I':►k t' I1 NT i E __ - _ �� __. .__ __._. _ _-4890- _ __T_ ____ _---__-___ ____.-.- I \E'i'ki -1.3--f—t—�ti t'{J� -I- ; __ _...._.__ ! I R �T[ON I 1t 1 1 I I i I i f _ _ _ I I 1 C 8.82 0+75 Volume Cut: 5.4 I Mee FlN: 0.38 i Volume Fill: 0.7l I 1 i ___ _r{gyp_...— 4870 -. _. —,_ - {9?4 i a m m > 'w.a Cut: 7.11 1+125 Volume Cut: 6.'S Fn: 1.54 } Volume FIN: 1.06 as ! .----4678. i 40 4870 Inc 1 I 4890 - 1 - .. i I �,rre Cub4 es 0 Volume 3. I Paw FIN: 1.11 ,��,. ,: 1 I i 1 lii 1880-.. 4880 . . ... 4880 _ y - ---- =- -�--- - _... 4.... ----� ' 4880 -- I 1 487*--- +4 I _fo1• i0 krea Cut: 2,96 Q.�{ Volume Cut: 1.7 itwo Cut: 6.97 114_0____1Volume Cut: 6.38 Amu Fill: 2.78 - "{( Volume F11: 1.1 i o Fk 0.78 Volume FIN: 0.62 _ Li .. I4680 ___ _ _ _-- i i -tr:44,_ .,_ _ I i 1 /.-- ji r `. • i L 1 / , ROSS SECTION CUT ALONG PROPOSED i SAWCUT LINE BEGINNING AT THE WEST END I t i fil: ./14, , ; i , : , .4 16:40 • i I ! 4679 . ' f7 _ _.1..��. _—_ _ ___r._._-.I _. _ _ .. I b 30 I (,'INCLINE ASSOCIATES 1700 6R0ADMUY, SUITE 813 T 520 o• _ so zo i DENVER, caoRADO eaYso �O• :� „e IN MMI (303) 661-9331 Woo Cut: 0.79 0+00 Volume Cut: 0.00 .13••�� ,�Q•� SCALE: 1'..20' H0RIZ. Deelgner DRK Area Fill: 1.03 Volume Fill: 0.00 ,(e , e 0� 1'=10' VERT. • [Moller DRK Ff �M.*ee* Drorhg Number 60 of 63 Drawings i! 1111111 11111 11111 111111 11111 111111 11111 III 11111 liii IIII s0S"' E�- - SCR 18 CROSS SECTIONS 3387005 05/10/2006 02:15P Weld County, CO en _e n4 n n nn n n nn Cen..n RAnrnnn Mari/A Qnnnrrter I a — EXHIBIT C USR-1444 - - %%Icl.I)( Ot St'V ' 4 F:\t,1%i I HI>t,I,f.PARTNt T I .AI't'ROVED) Fttl; O.,NSTRtIICTION ------4896 1_ tI 1 j Area Cut: 5.91 2. 00 Volume Cut: 4.44 i ! 'M•a FM: 2.05 i Volume Fill: 3.24 1 G ! `.___..__.___..._...._._.,_._..�. 4B9g_.1__.__.____.__- _..,_..». _� ._____.__��_- .__._.__._._ _. .__- .-4� r' -„-� I 1 1 I 4880_ __. .__-_ __....._.. . _._ _-.. !---_- =`w _... __ _.-4889_._._.__.___._, .. _ _ __4880.. _._.._._. _. _.. __ ._. . __ _.___._ 1 t .. _48g9__�____ I _50 Q t i I m m r Area Cut 0.00 2+50 Volume Cut 0.54 Iyy E 7vea Fill: 0.00 Volume Fill: 0.16 € 5 a6 i �_. .. ._ .., —._. _ _ i596 _.�__... .---._._...__.-._ __.�__..,..__._------ -'--- ` '.'4896- c -50 _.._.0 90 F two Cut: 3.74 1+755 Volume Cut: 5.0@ z Area Fill: 4.95 Volume Fill: 3.17 -- — i I _ cleat .1890 -4886-- _,_- -._._.-- -- ..__.___.__-�_ ._ _._ _..._ _. ....__... __-4ggp 1 9 t —30 6 so I 1 Area Cut 1.38 2+25 Volume Cut: 3.36 ! Area Fig: 0.35 Volume Fill: 1.11 j i f I ! I I I I I i I I I 1 ! ._._.._ „4856—.--_ 1 D EARTHWORK BALANCE Area Cut: 7.19 1+50 Volume Cut: 6.62 I TOTAL CUT — 43.84 CU. YD. ' Area F91: 1.90 Volume Fill: 1.59 TOTAL FILL - 15.31 CU. YD. 1 � � e NET — 28.53 CU. YD. _, -_---- • I ` r�`` _ 0 10 20 ,� 24b 0 •mit `I^iINCLINE ASSOCIATES 1700 6ROADWAY, RATE 615 '_ _ • •Q DENVER. COLORADO 80290 WAIF: 111.201. HORIZ I IIIIII VIII VIII IIIIII VIII IIIIII VIII III VIII IIII IIII q9• #4••••••••40 �� WW DeaAer DRK (303) 861-9331 1 —1D VERT � '' Droving Number 61 of 63 Orderings 'J _.-___.. 3387005 05/10/2006 02:15P Weld County, CO uhf ��' J i.•N 69 of 71 R 0.00 0 0.00 Steve Moreno Clerk& Recorder ■ ■ - EXHIBIT C USR-1444 - „i 111( 11i .1K) I.M.INI I RI\1 I DI PAK I MINT AP!'KOVEI) FOR I ()NSTRUCTION By /17,,,-'7-',/ - SUSAN BOONER SUSAN SOCNER Y:Ef1N 7H C'JRBY 0/ % '2'Date �r� p 12. 32+00 tl 33-00 rlr r sit rs t+o rp • qr r qT - • fP ,F7 Q _ T- r� (�mxsh I I __ I t _ ._. . f . .. I I I I I 1 I 4 4 t I t t ( F I t I I I I I I t t...,. + }4 .. ,.:! 1., I .. 'I ,ft 16 sh eh tit .:__. .ek_.. .a/•.....:;,......... _.:-•/r- ` _...�. .�h--.-....,.... �It_.- ._ dlr .:..ifi --.gyp ..__... Ai - ..- , ......, .-h .. a;a '.:aii f•. _ - .s:......,th- , Z WELD COUNTY ROAD 25 �.^. 12'x12' 12'xt2' 1$'x1 1$'x12' -�--- -- — -- -- --- -- -- ---- --- -- -- (144 sF) (144 SF) (144 SF)`_(144 9F)r 1 -- J 0 Q RICHARD HEIN M BARRON-MELENDEZ PEAL RICHARC REIN ESTATE VENTURES LLC IN WORK TO BE PERFORMED BY 1 WELD COUNTY DEPARTMENT OF PUBLIC WORKS €s $6 0 2 O WILLIAM E CEE TRUST 0 p KENNETH CURB KENNETH CURRY + O Lit 'd' ___— -- — —_ -- — in 0 11 s .Q £ 12' 8 +Jr •1431900 +l+ l +p • $+ q+ ' ►f• •pp ._ .:-. , ----,,--32+00--,,----1 ,---.1, .. . ..�{FpG -. _ 1140400 iy/�.� _ , 'lje+00 ?!• +J� +li 9eo$ I I I. I 4 I I N1 -I I4- - W ..- I r r IF f l I �,- ;•3ak:; ...4”)4.:.. fy.. ',, .1 - .she + — - s .,_.<., � ...: <. •h •/i f di �, � I aI I � II ,r 1'" •/r h. ,J (18' WELD COUNTY ROAD 25 ' fh I - -- - -- -- - - -- --- ____ __ --- --- -- �_ _- 144 SF -- Z (144 SF) J I— Qc F— C BARRON-MELENDEZ REAL BARRON-MELENDEL- REAL Q ESTATE VEr1DRE5 LLC ESTATE VENTURES LLC LEO & JANET ERU TLE R i . r ..- 0 P. • • t700 BROADWAY, SUITE 815 1 0 30 LEGEND ;17 4'=�� '1"INCLINE ASSOCIATES DENVER, c W0ARYa 80290 I _ _ APPROXIMATE LOCATION OF VISUALLY O ••• •••\�•" (4 INCLINE (303) 861-9331 I SWO = MINIMCALE: MIMEO I DESTRESSED PAVEMENT FMLURE �fs/ONn�E��_ Designer DR$([ rDRIi IIII11110f-ovinq Number 62 of 63 Drowgs 111111111111111111111111111111111111111IIIIIIII win 25 PAVEMENT PATCHING PLAN 3387005 05/10/2006 02:15P Weld County, CO -..• OS n nn n n nn N4....w a11•..•...., frlwrl• IL Difnn Mel OIP ■ EXHIBIT C USR-1444voincouNTy --- ENGINEERING DEPARTMENT APPROVED FOR CONSTRUCTION I I By lw�r/ �u O WILLIAM E GEE TRUST CENTRAL COLORADO CENTRAL COLORALG �� / O O ,it— _,* WATER CONSERVANCY Date WATER CONSERvANCr Vir ei O e g DISTRICT .,,,•...C. T til --- -- -- -- -- -- -- -- --- -- LO 1gEI) e n C o SF) S+ �}� / ! .--... .. 400 /+ / - -- -- -- �4) I-- l06 ,11'� +a'14 r 60'x12' r r r/!_-__ r+ 14 - _ 5+00 _ r _ 16 -_ r r IMO !+ +p_oo +r , I"' I .�.'t' t I -I -_*., ii., - •' i 4+ I I I W I I I i�F I-, , :.1. . ,-�►i F i �: I D6fI W I s I 1 I I .1 6B I I I p cn w f�/xt2' r/r12'xt2 off 12'x72' r 72'x12' oh r di jp x12' ' f2'x12• di tf I1 1.. - .. .. 1 412' 12'x12, N, ..60'J (144 SF) (144 SF) (144 SF) gD (144 SF) WELD COUNTY_ROAD 25 (840 SF) _ -- (144 SF) (soo s) (144 SF) e+ J I -- -- -- I -- - ---- -- - !_—iii ,Q LEO &LENET NEIL COYL£URA NEIL COYLE LAURA ME I I I ' I , r m ' WORK TO BE PERFORMED BY itI$ , ; WELD COUNTY DEPARTMENT OF PUBLIC WORKS I �g II 6 6 Si U F CENTRAL COLORADOp WATER CONSE ANCY 6₹ A Ss CHAMBERS +:_ O DISTfiCI u 6V E+ 411 fEFFr !mm u7 _ • 13 rj 211, 6 a I- 1 ;v , r rrlrqr t r pb 67+001 I . I - . I . 1 ,-. I . . I I t - I ... I -.= --I -.-__i-._w�.-I- -_ _J I. .... 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DENVER, caosADo eo2oo APPROXIMATE LOCATION OF VISUALLY + ' (303)B61-9331 ��e��"'�� DESTRESSED PAVEMENT FAILURE 2f! • Designer 0RK .•• WORK TO SE PERFORMED BY WELD COUNTY. !� SCALE: 1- 60' i�ti� wi DIE II I II I I I I I III I„IIIIIIIII111111IIIlIIIIIIIIIIIII11111IIIIIIIIIIIIIIII - �_ --- WCR 25 PAVEMENT A?CHI PLAN 3387005 05/10/2006 02:1513 Weld County, CO _. ,4 O n nn n n nn Stelte Moreno Clerk & Recorder t ‘Hesz MEMORANDUM IDTO: Clerk of the Board DATE: April 28, 200 C FROM: Frank B. Hempen, Jr., P.Eigi . Director of Public Works/County Engineer COLORADO SUBJECT: Transmittal of Exhibit C to be attached to the Long- Term Road Maintenance and Improvement Agreement for Weld County Roads 18 and 25 (Chambers); Agenda Item: 2005-1056; Dated: March 28, 2005. Attached are 2 sets of the stamped and approved construction plans marked Exhibit "C", as required by the above Agreement under Section 1-J.: The engineering design and construction plans shall be the responsibility of CHAMBERS and ZADEL. CHAMBERS and ZADEL 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 1-set of the attached construction plans under Document No. 2005-1056 and make it an attachment to the original approved documentation. Please label both sets with clerk and Recorder Stamp and return. Enclosures pc: Board of County Commissioners Perry Eisenach, Engineering Division Manager Robert Patrick, Project Manager USR-1444 file 71(1M cvtl (C2 Cf>(Cc5 ) z CA, �, Hello