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Home My WebLink About20031875.tiff RESOLUTION RE: APPROVE AGREEMENT CONCERNING PURCHASE OF RIGHT-OF-WAY FOR CERTAIN IMPROVEMENTS TO WELD COUNTY ROAD 15, ACCEPT QUIT CLAIM DEED, ACCEPT TEMPORARY CONSTRUCTION EASEMENT, AND AUTHORIZE CHAIR TO SIGN -ANN DESERAN AND ALDEN HILL 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 an Agreement Concerning the Purchase of Right-of-Way for Certain Improvements to Weld County Road 15, a Quit Claim Deed, and a Temporary Construction Easement 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 Ann Deseran, 13606 Railroad Street, Glen Ellen, California 95442, and Alden Hill, 318 South Grant, Fort Collins, Colorado 80521, with terms and conditions being as stated in said agreement, deeds, and easement, and WHEREAS, after review, the Board deems it advisable to approve said agreement, and accept said deed and easement, copies of which are attached hereto and incorporated herein by reference. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the Agreement Concerning Purchase of Right-of-Way for Certain Improvements to Weld County Road 15 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 Ann Deseran and Alden Hill be, and hereby is, approved. BE IT FURTHER RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the Quit Claim Deed and Temporary Construction Easement 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 Ann Deseran and Alden Hill, be, and hereby are, accepted. BE IT FURTHER RESOLVED by the Board that the Chair be, and hereby is, authorized to sign said agreement, deed, and easement. 2003-1875 EG0047 �r Pt, RA), f °PL, arc ) AGREEMENT CONCERNING PURCHASE OF RIGHT-OF-WAY FOR CERTAIN IMPROVEMENTS TO WELD COUNTY ROAD 15, ACCEPT QUIT CLAIM DEED, ACCEPT TEMPORARY CONSTRUCTION EASEMENT -ANN DESERAN AND ALDEN HILL PAGE 2 The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 21st day of July, A.D., 2003. �,�,, BOARD OF COUNTY COMMISSIONERS ��., �� ,�"""�'r WEL OUNT , COLORADO ATTEST: �J�j//I/// David E. Long, Chair Weld Cunt Clerk to the Board EXCUSED Robert D. den, Pro-Tem I'.Y: t 1861 I -"_ I: �he Board M. J. eile M: J` William H. Jerke auntyAttor -y EXCUSED Glenn Vaad Date of signature: e''7 Q� 2003-1875 EG0047 r r 535 AGREEMENT FOR PURCHASE OF RIGHT-OF-WAY FOR CERTAIN IMPROVEMENTS TO WELD COUNTY ROAD 15 THIS AGREEMENT is a this )9° day of 2003, by and between Ann L. Deseran, whose address is 13606 Railroad Strr et, Glen Ellen, California 95442, and Alden V. H ill, whose address is 318 South Grant, Fort Collins, Colorado 80521, hereinafter referred to collectively as "Owners" and the County of Weld, a body corporate and politic of the State of Colorado, by and through its Board of County Commissioners, whose address is 915 10th Street, Greeley, Colorado 80631, hereinafter referred to as "County". WITNESSETH WHEREAS, County finds it necessary to rebuild and improve Weld County Road ("WCR") 15, between WCR's 72 and 74; and WHEREAS, Owners own the property described in the attached Exhibit "A," said property being hereinafter referred to collectively as "Right-of-Way"; and WHEREAS, County needs the Right-of-Way in order to complete said WCR 15 project in accordance with the plans and specifications attached collectivel hereto as Exhibit "B"; r eµ, �.�,w,t,4, e , < -(' 73// J ) C'-ere_e.. A ax-R..is Ate' 7a e cv 7�r/�v'� WHEREAS, on January 27, 2003, County entered into a Crossing Agreement with the Lake Canal Company for the crossing of the Lake Canal and for the reimbursement of certain improvements thereto made necessary by the crossing, a copy of said agreement being attached hereto as Exhibit "C"; and WHEREAS, to the extent stated herein, Owners wish to cooperate with County in said road rebuilding and improvement project. NOW, THEREFORE, the parties herein agree as follows: 1. Owners shall grant to County the Right-of-Way for the sum of Thirty Three Thousand One Hundred Dollars and no/100 ($33,100.00). This consideration is being offered in lieu of condemnation. 2. Owners shall grant the Right-of-Way to County by Quitclaim Deed. Owners shall reserve all water, ditch rights, oil, gas and other minerals. 3. County shall pay the costs of title insurance and recording fees, if necessary, as determined by County. Page 1 of 5 HID 11111 ll 1111111111111 II IIIIIIII 2003-1875 ,, O-3 3097535 08/20/2003 11:24A Weld County, CO 1 of 6 R 0.00 D 0.00 Steve Moreno Clerk 8 Recorder 4. The parties affirm that neither has made or authorized any agreement with respect to the subject matter of this instrument other than expressly set forth herein, and no oral representation, promise, or consideration different from the terms herein contained shall be binding on either party, or its agent or employees, hereto. This Agreement embodies all agreements between the parties hereto and there are no promises, terms, conditions, or obligations referring to the subject matter whereof other than as contained herein. 5. Although the date of the transfer of the Right-of-Way shall be the date of the delivery of the documents of conveyance at closing, it is expressly agreed by the parties hereto that upon execution of this Agreement by County and Owners, County, its contractors, agents, employees, and all others deemed necessary by County shall have the irrevocable right to possess and use all of the Right-of-Way for the purpose of said rebuilding and improvement project. 6. Owners shall pay all general property taxes for the Right-of-Way for the year 2002. 7. County shall construct a new irrigation lateral to replace the existing lateral that extends west and south from the Lake Canal in the Southwest corner of Section 6. The new irrigation lateral shall be located immediately west of the west line of the Right-of-Way(as shown on Sheet Numbers 12, 13, and 14 of Exhibit "B") and shall be constructed to the same general size and shape of the existing lateral. Construction of the new irrigation lateral shall be completed as part of the road way project. All said construction must be completed on or prior to December 31, 2003. 8. County shall install a new tile line extending from the new roadway to the existing head gate on the north side of Lake Canal. County shall construct the new tile line in the same general location and to the same general size as the existing tile line (as shown on Sheet Numbers 14, 15, and 16 of Exhibit "B"). All said construction should be completed on or prior to April 1, 2003. 9. County shall install a fence along the entire west line of the Right-of-Way and along the North 1,400 feet of the East Right-of-Way line. The fence shall be four strand barbed wire with steel posts spaced at approximately 16 feet with a wood post replacing every fourth steel post (as described on Sheet Number 8 of Exhibit "B". 10. County shall install a new 80 foot by 66 inch underpass (as shown on Sheet Number 14 of Exhibit "B") to provide access between the west and east sides of the Right-of-Way. Page 2 of 5 111111111111 IIIIIIIIII1HIIH nil III 11111IIIIIIII N q— D3 3097535 08/20/2003 11:24A Weld County, CO 11-- / /T y1+ 2 of 6 R 0.00 D 0.00 Steve Moreno Clerk& Recorder 11. Owners shall grant a blanket temporary construction easement, in favor of County, for access to and construction of Lake Canal box culvert, roadway culverts, irrigation culverts and laterals, the new tile line, and the new fence. Said temporary construction easement shall be for the property described in the attached Exhibit "D". Weld County shall reimburse Owners the sum of Three Hundred fifty and no/100 Dollars ($350.00) for said temporary construction easement. 12. The parcel of land created by the new Right-of-Way which is located east of the new Right-of-Way and west of existing WCR 15 being approximately 10 acres (hereinafter "10 acre parcel") and specifically described on attached Exhibit "E" shall, for all purposes, be considered a valid, legal, and buildable individual parcel of land in accordance with all Weld County codes, ordinances, rules and regulations without further administrative and/or legal r1 proceedings. A legal description shall be supplied at no cost to owners X (fit 75. o meet reasonable requirements of owners' surveyor and title insurance co. 13. County shall assure that Owners and their heirs, successors and assigns have a right of ingress and egress to said 10 acre parcel from the old Weld County 15, particularly including the southern end of said parcel. 14. An access for the 10 acre parcel shall also be granted to and from the new Right-of-Way at the North end of the 10 acre parcel at a location as determined by County. 15. As to access from the property of Owners in the Southeast One Quarter of Section 6 and Southwest One Quarter of Section 5, Township 6 North, Range 67 West of the 6th P.M., Weld County, Colorado owned by Owners as of this date and located west of the Right-of-Way, access shall be provided from the new Right-of-Way at the South end and at the North end at locations as determined by County. 16. All payments owing under the agreement shall be made within 10 days from / execution hereof by all parties, but no later than July 31, 2003. 7 - ,// —6: 69-dig IT IS MUTUALLY AGREED that the terms and conditions of this Agreement shall extend to and be binding upon the heirs, executors, administrators, successors, and assigns of the respective parties hereto. Page 3 of 5 111111111111 Ill 11111111111111111111111 III 11111 lIII IIII "}- I "� 3097535 08/20/2003 11:24A Weld County, CO 3 of 6 R 0.00 D 0.00 Steve Moreno Clerk& Recorder • IN WITNESS WHEREOF, the parties have set their hands on the day and year first above written. OWNER: OWNER: aA---)-k I). *-1-1// Ann L. Deseran Alden V. Hill 7/y e;_; STATE OF COLORADO ) �, ) ss COUNTY OF ) The foregoing instrument was acknowledged before me this/`` "day of h; , 2003 by Alden V. Hill. itness my hand and official seal. My commission expires:/Z-/5 aex) $ 7727 . a llot Public �10`PARY : STATE OF CALIFORI� ��8 is COUNTY OF 5onorna T , �O�'0` .OF The foregoing instrumen as acknowledged before me this 9,`LM day of +.x-o_ , 2003 by Ann L. Deseran. Witness my hand and official seal. My commission expires: 'f i 0'7 i ANNA MARIEDDAAWSON 8 ` lcea&cia it 1 *li usr d Notary Public Mra..tiiku .amv j Page 4 of 5 /y- 3 111111111111 IIII 1111111111111 1111111111 III 11111 IIII IIII 4i7/1 3097535 08/20/2003 11:24A Weld County, CO 4 of 6 R 0.00 D 0.00 Steve Moreno Clerk& Recorder • ATTEST: gaged ��"'� BOARD OF COUNTY COMMISSIONERS La OF WELD COUNTY, STATE OF COLORADO Tfrif,rO4411V �1 Q By: .rig � . . ice"' .L'� By: �l Ci Deputy Clerk to the U N , Davi. E. Long, Chair a JUL 21 2003 Page 5 of 5 i-143 111111111111 IIII 11111111111111111111111 III 11111 liii liii 3097535 06/20/2003 11:24A Weld County, CO boa 3 /87S 5 of 6 R 0.00 D 0.00 Steve Moreno Clerk& Recorder EXHIBIT A RIGHT-OF-WAY LEGAL DESCRIPTION A parcel of land located in the Southeast One-quarter of Section 6 and the Southwest One-Quarter of Section 5, Township 6 North, Range 67 West of the Sixth Principal Meridian, Weld County, Colorado and described as follows: BEGINNING at the Northeast corner of the Southeast One-Quarter of said Section 6, from whence the Southeast corner of the Southeast One-Quarter of said Section 6 bears S00°00'00"W, with all bearings contained herein relative thereto; thence N89°15'58"E along the North line of the Southwest One-Quarter of said Section 5 a distance of 41.22 feet to a point of non-tangent curve to the right; thence 576.41 feet along the arc of said curve, whose radius is 2332.50 feet, central angle of 14°09'32" and chord bears S07°08'22"W a distance of 574.94 feet; thence S14°13'08"W a distance of 197.57 feet to a point of curve to the left; thence 652.37 feet along the arc of said curve whose radius is 2252.08 feet, central angle of 16°35'50" and chord bears S05°55'13"W a distance of 650.09 feet; thence S87°37'18"W a distance of 5.00 feet to a point of non-tangent curve to the left; thence 437.26 feet along the arc of said curve, whose radius is 2257.08 feet, central angle of 11°05'59" and chord bears S07°55'41"E a distance of 436.58 feet; thence S13°28'41"E a distance of 141.03 feet; thence N76°31'19"E a distance of 28.51 feet to the west right of way line of Weld County Road 15; thence S00°00'00"W along said right of way line a distance of 639.98 feet to the South line of the Southeast One-Quarter of said Section 6; thence S89°57'23"W along said south line a distance of 13.02 feet to a point of non-tangent curve to the left; thence 491.82 feet along the arc of said curve, whose radius is 2259.39 feet, central angle of 12°28'19" and chord bears N07°14'32"W a distance of 490.85 feet; thence N13°28'41"W a distance of 272.43 feet to a point of curve to the right; thence 1129.75 feet along the arc of said curve, whose radius is 2337.08 feet, central angle of 27°41'49" and chord bears N00°22'13"E a distance of 1118.79 feet; thence S75°46'52"E a distance of 5.00 feet; thence N14°13'08"E a distance of 197.57 feet to a point of curve to the left; thence 329.64 feet along the arc of said curve, whose radius is 2252.50 feet, central angle of 08°23'08" and chord bears N10°01'33"E a distance of 329.34 feet; thence N90°00'00"W a distance of 35.80 feet to the upper bank of Lake Canal; thence N26°07'00"E along said upper bank a distance of 195.97 feet to the East line of the Southeast One-Quarter of said Section 6; thence N00°00'00"W along said East line a distance of 50.00 feet to the POINT OF BEGINNING and containing 4.415 acres, more or less. 111111111111 IIII 11111111111111111111111 III IIIII IIII IIII 3097535 08/20/2003 11:24A Weld County, CO 6 of 6 R 0.00 D 0.00 Steve Moreno Clerk& Recorder I W- �tL'J C 1)-17 ; TY �� ' o L Ire `,� a ? � -__ PLAN PRO "ZL ► & CROSS SEC, ION SW RI YS ion W1'C-'�? 15 rnoiw wort 72 *Po o on 7 • • PROJECT VICINITY MAP STATION 52+80.00 END PROJECT WELD COUNTY 78 1 � F STATION TO STATION LINEAR FEET Ht . r. z. y STA. 0+00.00 - BEGIN PROJECT 7 ••-i -i-' l 5,280 o r_L____--- 74 qaf __l L SSTA. 52+80.00 - END PROJECT L. d I �.f_I r-1 1 , L ,L L-+ 1�- E r-• 1 1 ' n " I ,• - N I STAd)N TO STATION TOTALS 5,280 co N W 72 I - f (''y ! 1 I r Jnil l..-f - i•SUMMARY 'O +■1N :-1-L -1---J j `i• ! .- T _ \'#■ i UN- FT_ MILES +-; 70 SS " v H 1 i L a . q ROADWAY NET LENGTH 5,280 1.00 U) p , , ■ t�q Will I ! H MAJOR STRUCTURE ,P { �'L' `�"' .■■■ j I t I h-j-F- p t Ij GROSS LENGTH 5,280 1.00 I � ' : 39 r ,-�■� �'�■■■■p t ■ I SIGN DATA . �9 o��■r1■W ? , d DE INDEX OF SHEETS MAXIMUM DEGREE OF CURVE 3.75 7r ,x F Lu r MAXIMUM GRADE 2.00% 13 15 �■II�■\i■g' i' g 1 SHEET NO. DESCRIPTION MINIMUM SSD HORIZONTAL >570' y S-1 TITLE SHEET MINIMUM SSD VERTICAL >570' wee: �■�/� ! qq■■ 5-2 STANDARD PLANS LIST . MAXIMUM DESIGN SPEED 60 MPH 0 0.5 I �r _i ■ ' S-3 SUMMARY OF APPROXIMATE QUANTITIES, 20 YEAR PROJECTED DESIGN TRAFFIC VOLUME a a am - ■�I \� , A .. I. GENERAL NOTES,AND PROJECT SPECIALS worm Mw suu(MMst Sd ROADWAY TYPICAL SECTION AND �I TABULATIONS ONS US DETAILS ADT 730 5-5 STATION 0+00.00 BEGIN PROJECT , vIU!wjflhs TRUCKS % 15% I�WL , 5-6 STORMWATER MANAGEMENT PLAN,. I 5-7 TRAFFIC AND DUST CONTROL PLAN ILI PRESENT ADT 333 _ • ■q -1 �� i ( S-B THRU S71 ROW PLANS >4 ■q ,-/ 1-7- S-12 THRU S19 PLAN VIEWS 6-20 THRU S-23 PLAN AND PROFILE GRADES Jt '� ! I S-24 THRU 5-34 ROADWAY CROSS SECTIONS H ! I_ S-35 STRUCTURE CROSS SECTIONS H rrea: sw I I 7. I (Rl ) 5-36 PEUERSTRL4N UNDERPASS CROSS SECTION 0➢ - Computer File Information Sheet Revisions WELD COUNTY AS CONSTRUCTED Project No./Code Creation Dole: 4/12/02 Initials: CHP ( RI ) 1/31/03 ADDED PE➢. UNDERPASS CHP Contractor: WELD COUNTY PUBLIC WORKS — PUBLIC WORKS DEPARTMENT � No Revisions: i Project Engineer: WAYNE HOWARD. P.E. VCR 15 Lost Modification Dale: Madc.£Y.003 Initials: CHP ( ) 1111 H. STREET /A{3W WCR 72 TO WCR 74 Full Polh: MA-Active PmHcistwco l5.Wcs 72 w wcR7ODnyaeUaw:gpt ( ) P.O. BOX 758 JJJ♦' � Design Engineer: CAMERON PARROTT. E.LT. GH CO. 56-480632-0758 WEIPe Revwsed: t/3!/0 Drawing File Name: 1WCR 15 TITLE SHEET(11 x77Ldw9 �� PHONE: 3(970) -.-.00 EXT, 3750 O PROJECT STARTED: ACCEPTED: cn.et Number 1 PLAN M STANDARD PAGE PLAN M STANDARD PAGE PLAN S STANDARD PAGE NUMBER TITLE NUMBER NUMBER TITLE NUMBER NUMBER TITLE NUMBER IN M-100-1 STANDARD SYMBOLS 1 MI M-607-1 WIRE FENCES AND GATES (3 SHEETS) 78-80 • S-612-1 TYPICAL DELINEATOR INSTALLATIONS (5 SHEETS) 109-113 O M-203-1 APPROACH ROADS 2 O 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 O M-607-3 BARRIER FENCE 84 O S-614-2 CLASS I GROUND SIGN INSTALLATIONS 115 N I M-203-10 SUPERELEVATION CROWNED HIGHWAYS 4 O M-607-4 DEER FENCE AND GATES (2 SHEETS) 85-86 O S-614-3 CLASS la GROUND SIGN INSTALLATIONS 116 O M-203-11 SUPERELEVATION DMDED HIGHWAYS SHOULDER PIVOT . . 5 O M-607-10 PICKET SNOW FENCE 87 D S-614-4 CLASS NI SIGNS, SHEET ALUMINUM PANELS . (3 SHEETS) 117-119 O M-203-12 SUPERELEVATION STREETS 6 O M-608-1 CURB RAMPS 88 O S-614-5 BREAK-AWAY SIGN SUPPORT DETAILS FOR GROUND SIGNS (2 SHEETS) 120-121 O M-203-13 SUPERELEVATION DMDED HIGHWAYS CENTER PIVOT 7 O M-609-1 CURBS, GUTTERS, AND SIDEWALKS (2 SHEETS) 89-90 O 5-614-6 CONCRETE FOOTINGS AND SIGN ISLANDS MI M-206-1 EXCAVATION AND BACKFILL FOR STRUCTURES (2 SHEETS) 8-9 O M-611-1 CATTLE GUARD (2 SHEETS) 91-92 FOR CLASS ID SIGNS (2 SHEETS) 122-123 O M-206-2 EXCAVATION AND BACKFILL FOR BRIDGES . . (2 SHEETS) 10-11 O M-613-1 CONVENTIONAL HIGHWAY LIGHTING (3 SHEETS) 93-95 O S-614-10 TYPICAL MARKER ASSEMBLY INSTALLATIONS 124 • M-208-1 TEMPORARY EROSION CONTROL (7 SHEETS) 12-18 D M-613-2 HIGH MAST LIGHTING (2 SHEETS) 96-97 O S-614-11 MILEPOST SIGN AND INSTALLATION 125 • M-210-1 MAILBOX SUPPORTS (2 SHEETS) 19-20 O M-614-1 RUMBLE STRIPS (2 SHEETS) 98-99 1M S-614-12 STRUCTURE NUMBER INSTALLATION 126 O M-214-1 PLANTING DETAILS 21 O M-615-1 EMBANKMENT PROTECTOR, TYPE 3 100 (BRIDGE INFORMATION SHEET) O M-412-1 CONCRETE PAVEMENT JOINTS . . . . . . . . . (3 SHEETS) 22-24 O M-615-2 EMBANKMENT PROTECTOR, TYPE 5 101 O S-614-14 FLASHING BEACON AND SIGN INSTALLATION (2 SHEETS) 127-128 O M-506-1 GABIONS AND SLOPE MATTRESS 25 0 M-616-1 INVERTED SIPHON 102 D S-614-20 TYPICAL POLE MOUNT SIGN INSTALLATION . . . . . . . . . 129 O M-510-1 STRUCTURAL PLATE CULVERT PIPE H-20 LOADING 26 D M-620-1 FIELD LABORATORY. CLASS 1 103 O S-614-21 CONCRETE BARRIER SIGN POST INSTALLATIONS 130 IM M-601-1 SINGLE CONCRETE BOX CULVERT (2 SHEETS) 27-28 D M-620-2 FIELD LABORATORY, CLASS 2 104 D S-614-22 TYPICAL MULTI-SIGN INSTALLATIONS 131 O M-601-2 DOUBLE CONCRETE BOX CULVERT (2 SHEETS) 29-30 O M-620-11 FIELD OFFICE, CLASS 1 105 O S-614-40 TYPICAL TRAFFIC SIGNAL INSTALLATION DETAILS (5 SHEETS) 132-136 O M-601-3 TRIPLE CONCRETE BOX CULVERT (2 SHEETS) 31-32 O M-620-12 FIELD OFFICE, CLASS 2 106 D S-614-50 OVERHEAD SIGNS MONOTUBE (12 SHEETS) 137-148 O M-601-10 HEADWALL FOR PIPE CULVERTS 33 O M-629-1 SURVEY MONUMENTS (2 SHEETS) 107-108 a S-627-1 TYPICAL PAVEMENT MARKINGS (5 SHEETS) 149-153 O M-601-11 TYPE "5" SADDLE HEADWALL FOR PIPE CULVERTS 34 - S-630-1 TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION (10 SHEETS) 154-163 O M-601-12 HEADWALLS AND CULVERT OUTLET PAVING 35 a 5-630-2 BARRICADES. DRUMS, CONCRETE BARRIERS MI 14-601-20 WINGWALLS FOR PIPE OR BOX CULVERTS 36 (TEMP) Sc VERTICAL PANELS 164 IN M-603-1 METAL AND PLASTIC CULVERT PIPE (2 SHEETS) 37-38 O S-630-3 FLASHING BEACON (PORTABLE) DETAILS 165 El M-603-2 REINFORCED CONCRETE PIPE 39 • M-603-3 PRECAST CONCRETE BOX CULVERT 40 MI M-603-10 CONCRETE AND METAL END SECTIONS . . (2 SHEETS) 41-42 D M-604-10 INLET, TYPE C 43 D M-604-11 INLET. TYPE D 44 / O M-604-12 CURB INLET, TYPE R (2 SHEETS) 45-46 THE STANDARD PLAN SHEETS INDICATED HEREON BY A COLORADO O M-604-13 CONCRETE INLET. TYPE 13 47 MARKED BOX ARE TO BE USED TO CONSTRUCT THIS DEPARTMENT OF TRANSPORTATION D M-604-20 MANHOLES (3 SHEETS) 48-50 PROJECT. D M-604-25 VANE GRATE INLET WITH FRAME (5 SHEETS) 51-55 AND CONCRETE APRON STANDARD PLANS LIST O M-605-1 SUBSURFACE DRAINS 56 O M-606-1 GUARDRAIL, TYPE 3. W—BEAM (15 SHEETS) 57-71 M & S STANDARDS O M-606-12 GUARDRAIL, TYPE 4. CONCRETE BARRIER . . (2 SHEETS) 72-73 OCTOBER 1 , 2000 D M-606-13 GUARDRAIL, TYPE 7, F—SHAPE BARRIER . . (4 SHEETS) 74-77 — Computer File Information Sheet Revisions WELD COUNTY AS CONSTRUCTED Project No./Code Creation Dote: 5/13/02 Initials: CHP C ) STANDARD PLANS LIST - PUBLIC WORKS DEPARTMENT / No Revisions: VCR 15 Lost Modification Dote: Mar 13,2003 Initials: ( ) 1111 H. STREET r/ ; c VCR 72 TO VCR 74 Full Path: M:\-Active RopN\WaR 15,INCA 72 to MICR 741a•55,50rawgs\ ( ) P.O. BOX 758 Designer: CAMERON PARROTT Structure GREELEY. CO. 80632-0758 WE�o� Revised: _ ■i I Moiler: CAMERON PARROTT Numbers Drawing File Nome: 2WCR IS STANDARD PLANS LIST.dwp �) PHONE: (970) 356-4000 EXT. 3750 Sheet Number 2 SUMMARY OF APPROXIMATE QUANTITIES GENERAL NOTES: CONTRACT PLAN AS CONST. PROJECT AS CONST, COLORADO STANDARD PLANS (M&S STANDARDS), DATED OCTOBER 2000. SHALL BE USED FOR CONSTRUCTION OF THIS PROJECT. ITEM NO. CONTRACT ITEM UNIT ROADWAY ROADWAY TOTALS PROJECT TOTALS FOR PREUMINARY PLAN QUANTITIES OF PAVEMENT MATERIALS THE FOLLOWING RATES OF APPLICATION WERE USED: AGGREGATE BASE COURSE (CLASS 6) 0 135 LBS. PER CU. FT. • 202 REMOVAL OF TREE EACH 1 1 HOT BITUMINOUS PAVEMENT (GRADING 5) 0 145 LBS. PER CU. FT. 203 UNCLASSIFIED EXCAVATION(COMPLETE IN PLACE) CU.YD. 1,169 1,169 EMULSIFIED ASPHALT (TACK COAT) (CSS-1H) 0 .10 GAL./SO. YD. (DILUTED) DILUTED EMULSIFIED ASPHALT FOR TACK COAT SHALL CONSIST OF 1 PART EMULSIFIED ASPHALT AND 1 PART WATER 203 EMBANKMENT MATERIAL(COMPLETE IN PLACE) CU.YD. 35,668 35,668 203 MUCK EXCAVATION CU.YD. 837 837 DEPTH OF FULL M DEPTH OF ALLTY CONTROL FOR THIS PROJECT SHALL BE AS FOLLOWS: EMBANKMENTS 206 STRUCTURAL BACKFILL(CLASS 2) CU.YD. 837 837 BASES OF CUTS AND FILLS 0.5 FEET 208 SILT FENCE LIN.FT. 7,135 7,135 A SKI-TYPE DEVICE AT LEAST 30 FEET IN LENGTH SHALL BE USED WITH BITUMINOUS PAVER. 208 EROSION BALES(WEED FREE) EACH 188 188 ANY LAYER OF BITUMINOUS PAVEMENT THAT HAS A SUCCEEDING LAYER PLACED THEREON SHALL BE COMPLETED FULL WIDTH BEFORE THE SUCCEEDING LAYER IS PLACED. 212 SEEDING(NATIVE) ACRE 2.5 2.5 213 MULCHING(WEED FREE) ACRE 2.5 2.5 IN FILL SECTIONS. THE BASIS UPON WHICH EMBANKMENT MATERIAL IS TO BE PLACED SHALL BE SCARIFIED TO A DEPTH OF 6' AND THEN RECOMPACTED WITH MOISTURE AND DENSITY CONTROL. IN CUT SECTIONS, THE EARTH SHALL BE REMOVED FROM THE FULL WIDTH OF ROADBED TO THE DESIGNATED 304 AGGREGATE BASE COURSE(CI ASS 6) TON 10,394 10,394 DEPTH AND THE EARTH SUBGRADE SHALL BE THROUGHLY SCARIFIED TO A DEPTH OF 6" AND THEN RECOMPACTED WITH MOISTURE AND DENSITY CONTROL. THE MOISTURE CONTENT OF THE SCARIFIED MATERIAL SHALL BE INCREASED OR DECREASED AS NECESSARY, TO OBTAIN THE TYPE OF COMPACTION 307 FLY ASH TREATMENT OF SUBSTRUCTURE SQ.YD. 12,133 12,133 SPECIFIED. RI 403 HOT BITUMINOUS PAVEMENT(GRADING S)(ASPHALT)(66)(PG se-22) TON 3,538 3,538 TYPE OF COMPACTION FOR THIS PROJECT WILL BE AASHTO T-99. 411 EMULSIFIED ASPHALT(CSS-1H)(TACK COAT) GAL. 2,858 2,858 EMBANKMENT MATERIAL WITHIN THE UPPER 3 FEET OF THE ROADWAY SHALL MEET AN R VALUE OF 50. EMBANKMENT MATERIAL BELOW THE UPPER 3 420 GEOTEXTILE(REINFORCEMENT) SQ.YD. 1,256 1,256 FEET OF THE ROADWAY SHALL MEET AN R VALUE OF 20. 506 RIPRAP(9 INCH) CU.YD. 150 150 WATER SHALL BE USED AS A DUST PALLITNE WHERE REQUIRED. 601 CONCRETE CLASS D(BOX CULVERT) CU.YD. 120 120 THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF ABOVE GROUND AND UNDERGROUND UTILITIES ARE NOT GUARANTEED 603 8 x 5 FOOT CONCRETE BOX CULVERT(PRECAST) LIN.FT. 144 144 TO BE ACCURATE OR ALL INCLUSIVE. 603 36 INCH REINFORCED CONCRETE PIPE LIN.FT. 736 736 DRAINAGE SHALL BE MAINTAINED DURING CONSTRUCTION. 603 36 INCH REFINFORCED CONCRETE END SECTION EACH 16 16 CONSTRUCTION SHALL NOT COMMENCE ON THE PROJECT UNTIL THE NECESSARY CONSTRUCTION SIGNING AND BARRICADES ARE IN PLACE. 603 24 INCH CORRUGATED STEEL PIPE LIN.FT. 75 75 ALL NEW CONSTRUCTION SHALL BE ADJUSTED IN THE FIELD AS REQUIRED TO ACCOMMODATE EXISTING CONDITIONS, AND TO PROVIDE ADEQUATE DRAINAGE. 603 24 INCH STEEL END SECTION EACH 2 2 RIPRAP SHALL BE PLACED AT CULVERT ENTRANCE AND EXITS ALONG WITH ANY MINOR SHAPING THAT MUST BE DONE TO FACILITATE DRAINAGE. 603 18 INCH CORRUGATED STEEL PIPE EACH 90 90 6t 18 INCH STEEL END SECTION EACH 2 2 603 15 INCH CORRUGATED STEEL PIPE EACH 140 140 603 15 INCH STEEL 10°ELBOW EACH 1 1 633 15 INCH STEEL 90°ELBOW EACH 1 1 PROJECT SPECIALS: , 603 24 INCH EQUIVALENT CORRUGATED STEEL PIPE ARCH LIN. FT. 65 65 DETAILED SPECIFICATIONS SHALL BL OBTAINED FROM THE ENGINEERING DMSION PRIOR TO HIRING A CONTRACTOR TO PLACE THE FLY ASH 603 - 24 INCH EQUIVALENT ARCH STEEL END SECTION EACH 2 2 - TREATMENT. 607 FENCE BARBED WIRE WITH METAL POSTS LIN. FT. 7,270 7,270 FLY ASH TREATED SUBGRADE SHALL BE CONSTRUCTED BY OTHERS. THIS PROCESS SHALL COVER A WIDTH OF 24' (UNDER TRAVEL LANES), 12' IN DEPTH. AND BE DONE FOR 4,550' BETWEEN STATIONS 4+00 AND 49+50. 612 DELINEATOR(FLEXIBLE)(TYPE I) EACH 10 10 REPLACE TILE DRAINAGE LINE W/PERFORATED PIPE L.S. 1 1 ITEM 307 - FLY ASH TREATMENT OF SUBGRADE: THE COUNTY SHALL PLACE AND COMPACT THE SUBGRADE TO 113' BELOW FINISH GRADE. THE FLY ASH SHALL THEN BE PLACED AND COMPACTED BY OTHERS FOR THE FULL 24' WIDE SECTION. (SHOULDERS ARE NOT TO BE TREATED) BARBED WIRE FENCE GATE EACH 4 4 NO FLY ASH SHALL BE PLACED IF TEMPERATURES ARE ANTICIPATED TO BE BELOW 37 F WITHIN 7 DAYS OF PLACEMENT. ONCE THE FLY ASH IS PLACED, IT SHALL NOT BE DISTURBED BY CUTTING OR BLADING. • Computer File Information Sheet Revisions WELD COUNTY AS CONSTRUCTED SUMMARY OF APPROXIMATE Project No./Code Creation Dote: 5/13/02 Initials: CHP (RI) 2/13/02 ADJUSTED H.B.P. QUANTITY CHP QUANTITIES, GENERAL NOTES, AND PUBLIC WORKS DEPARTMENT ` No Revisions: I PROJECT SPECIALS VCR 15 Lost Modification Dote: Mar 13,2003 Initials: CHP ( ) 1111 H, STREET r/�� VCR 72 TO VCR 74 Full Path: M:\-M.nw NCO CIS 15,WCR]2ro WCR]gpeeyrppnwi„�u\ ( ) P.O. BOX 758 �1 Designer: CAMERON PARROTT Structure Drawing File Nome: 3WCR 15 APPROX OUANTITIES.tlwp PHONE: (970) GREELEY, CO. 80632-0758 Revised: 2/13/03 356-4p00 EXT. 3750 Wine W „_. Dil CAMERON PARROTT Numbers nos . etoer. Sheet Number 3 R.O.W. VARIES 40' - 2' GRAVEL 6' PAVED 12' LANE 12' LANE 6' PAVED 2' GRAVEL SHOULDER SHOULDER SHOULDER SHOULDER 3" H.B.P. 3:1 7" A.B.C. SIDESLOPE (CLASS 6) - 1.5' TOP MAT (TYP) ., •\ \ 1.5" BOTTOM MAT III . - ( RIB 1.5' FLY ASH TREATMENT J • 2:1 BACKSLOPE --- (TYP) - - - - - - f - _ _ TYPICAL SECTION SCALE: NONE SUPERELEVATION VALUES (PROPOSED CENTERLINE) NOTES: LEFT;LOPE RIGHT SLOPE NORTHING EASING BEARING THE DEPTH AND WIDTH OF THE SIDE DITCH SHALL BE VARIED WHERE NECESSARY TO PROVIDE POSITIVE DRAINAGE. BREAKPOINTS ON SLOPES AND IN THE BOTTOMS OF THE DIT>ES SHALL BE ROUNDED FOR A PLEASING APPEARANCE. CURVE NUMBER SECTION TYPE STATION FT./FT. FT./FT. FT. FT. FT. APPROACH ROADWAY GRADES AND CROSS SLOPES MAY BE ADJUSTED BY THE ENGINEER TO MATCH EXISTING ROADWAY. NORMAL CROWN IN 0+16.53 -0.02 -0.02 N 00'43'30"E DRIVEWAY AND FIELD ENTRANCES ARE TO BE REGRADED TO MATCH NEW ROADWAY. THE WORK SHALL BE COORDINATED WITH LOCAL RESIDENTS AS PC 1+13.53 79,932.44 49,997.84 NOT TO HAVE ACCESS CLC€ED FOR LONG PERIODS OF TIME. REVERSE CROWN IN 2+10.53 -0.02 0.02 FULL SUPER IN 2+88.53 -0.036 0.036 EXISTING UTILITIES THAT INTERFERE WITH THE WORK WILL BE RELOCATED BY OTHERS. 1 PI 4+00.00 -0.036 0.036 80.218.89 50001.47 FULL SUPER OUT 5+08.53 -0.036 0.038 REVERSE CROWN OUT 5+86.53 -0.02 0.02 PT 6+83.53 80,497.47 49,934.70 NORMAL CROWN OUT 7+80.53 -0.02 -0.02 N 13'28'41"W NORMAL CROWN IN 8+58.96 -0.02 -0.02 N 13'28'41"W PC 9+55.96 80,762.39 49,871.21 REVERSE CROWN IN 10+52.96 0.02 -0.02 FULL SUPER IN 11+30.96 0.036 -0.036 2 PI 15+21.00 0.036 -0.036 81,311.88 49,739.51 FULL SUPER OUT 18+88.96 0.036 -0.036 REVERSE CROWN OUT 19+66.98 0.02 -0.02 PT 20+63.96 81,859.61 49,678.30 NORMAL CROWN OUT 21+60.96 -0.02 -0.02 N 14'13'08'E NORMAL CROWN IN 21+74.52 -0.02 -0.02 N 14'13'08'E PC 22+61.52 82,051.12 49,926.83 REVERSE CROWN IN 23+58.52 -0.02 0.02 FULL SUPER IN 24+36.52 -0.036 0.036 3 PI 25+48.00 -0.038 0.036 82,328.83 49,997.19 FULL SUPER OUT 26+56.52 -0.038 0.036 -' REVERSE CROWN OUT 27+34.52 -0.02 0.02 PT 28+31.52 82,615.30 49,997.06 NORMAL CROWN OUT 29+28.52 -0.02 -0.02 N 00'01'37'W Computer File Iniormation Sheet Revisions WELD COUNTY AS CONSTRUCTED ROADWAY TYPICAL SECTION & Project No./Code Creation Dote: 5/13/02 Initials: CHP R] 2/13/03 ADDED FLY ASH CHP — PUBLIC WORKS DEPARTMENT Na Revisions: 1 MISCELANEOUS DETAILS Lost Modification Dote: Mar13.2003 Initials: ( ) 1111 H. STREET VCR 15 Full Path: MA-Actin Pmj.a.\WGR 15,WCR 72 to Weft 74\NoviWPMnp\ P.O. BOX 758 I't te'*1 Designer: CAMERON PARROTT Structure VCR 72 TO WCR 74 �� /�GREELEY. CO. 80632-0758 Revised: 2/13/03 Drawing File Nome: 4WCR 15 TYPICALX-SEC.dwg Q PHONE: (970) 356-4000 EXT. 3750 Willie. [Wailer: CAMERON PARROTT Numbers Mad Ver: 2000 Scale: Units: English ( ) FAX: (970) 304-6497 COLORADO void: Sheet Subset: Subset Sheets: Sheet Number 4 IMMIIIIIMMINIMMI SURFACING TABULATION _ HOT BITUMINOUS PAVEMENT EMULSIFIED ASPHALT AGGREGATE BASE COURSE (GRADING S)(ASPHALT) (68)(PG 58-22) (CSS-1H) (CLASS 6) -_ STATIONS BOTTOM LIFT TOP LIFT PRIME COAT BASE TON TON GALLON TON RAN FINAL PLAN I FINAL PLAN FINAL PLAN FINAL r STA.0+00 TO STA.52+80 ( RI) 1,723 1,723 2,815 10,394 - STA.1+82 WCR 72 INT.RADIUSES 24 24 29 162 ' STA_7+41 CL OLD WCR 15 ENTRANCE 11 11 7 69 .. STA.384-O0 CL OLD WCR 15 ENTRANCE 11 11 7 69 1 SUB-TOTALS 1,769 1,769 2,858 1Q694 STATIONS AND OFFSETS FOR CROSS DRAINAGE STRUCTURES PROJECT TOTALS 3,538 2,858 10,694 STRUCTURE TYPE LENGTH ENT. STA. ENT. OFFSET EXIT STA. EXIT OFFSET FROM CL FROM CL 15"0 CMP WI 10° KINK AND 140' 14+31.50 81.87' 14+74.23 49.23' 90° ELBOW AT EXIT 36"0 RCP W/ FLARED END 88' 16+30.44 35.96' 15+97.47 45.57' SECTIONS 36"0 RCP W/ FLARED END SECTIONS 88' 16+52.32 36.35' 16+19.36 44.85' SUMMARY OF EARTHWORK QUANTITIES ! 36"0 RCP W/ FLARED END } - 88' 16+75.88 36.70' 16+39.39 44.19' PROJECT TOTALS SECTIONS INDEX PLAN FINAL Y W W CU.YD. CU.YD. 36"0 RCP W/ FLARED END 88' 16+97.85 36.80' 16+61.35 43.73' SECTIONS O ca d H - UNCLASSIFIED EXCAVATION • (R2) 66"0 CMP 80' 17+50.00 37.12' 17+50.00 42.88' FOR ROADWAY(FROM COMPUTER) 1,169 PEDESTRIAN UNDERPASS TOTAL 1,169 • EMBANKMENT MATERIAL(COMPLETE IN PLACE) 5' RISE x 8' SPAN PRECAST FOR ROADWAY(FROM COMPUTER) 31,354 CONCRETE BOX CULVERT 144' 27+01.78 33.95' 28+29.26 33.93' W/ HEAD AND WINGWALLS MINUS VOLUME FOR CROSS CULVERTS 338 TOTAL 31,016 36"0 RCP W/ FLARED END ' - 128' 37+06.65 34.65' 36+01.58 38.68' * FOR INFORMATION ONLY SECTIONS 36"O RCP W/FLARED END 1 T EARTHWORK QUANTITY BALANCE EXCAVATION128' 37+21.53 35.28' 36+16.46 38.05' TOTAL UNCLASSIFIED EXCAVATION 1,169 SECTIONS EMBANKMENT(NET) 36"O RCP W/ FLARED END 128' 37+36.36 35.88 36+31.32 37.43' TOTAL EMBANKMENT(FROM COMPUTER) 31,016 SECTIONS EMBANKMENT(NET)TIMES COMPACTION FACTOR 1.15 - TOTAL 35,668 36"0 RCP WI FLARED END SECTIONS 128' 37+51.21 36.49' 36+46.21 36.82' EMBANKMENT(UNCOMPACTED)TO BE IMPORTED 34,499 1 Computer File Information Sheet Revisions WELD COUNTY AS CONSTRUCTED Project No./Code Creation Dale: 5/13/02 Initials: CHP ( RI ) 2/13/03 ADJUSTED H.B.P QUANTITY CHP T A B U L A T I EI N S PUBUC WORKS DEPARTMENT No Revisions: 2 Lost Modification Date: Mar;3,2003 Initials: CHP (R2) 2/13/03 ADDED PED UNDERPASS CHP 1111 H. STREET `� WCR 15 Full Path: M'-A0"va Pro�1WCA 15.WCR 72 o WCR 741Coe \ravA"Qe� P.O. BOX 758 '�` 1� Designer: CAMERON PARROTT WCR 72 TO VCR 74 Revised: 2/13/03 g Structure GREELEY.HONE: CO. 80632-0758 >�� Numbers Drawing File Nome: 5WCR15TABULATIONS.dwg L ) PHONE: (970) 356-4OOO EXT. .3750 O Oetailer: CAMERON PARROT T en..n u.,• arm Srnle• Units: EnoliSh FAX: (970) 3O4-6497RApp Vold: Sheet Subset: Subset Sheets: Sheet Number 5 STORMWATER MANAGEMENT PLAN — ADDITIONAL INFORMATION SEEDING PLAN NATIVE SEEDING Estimated Runoff coefficient Pre—construction: 0.20 Post—construction: 0.51 Soil preparation', seeding, mulching and mulch tockifier will be required for an — estimated 2.5 acres of disturbed area within the right—of—way limits Existing data describing soil which are not surfaced. The following types and rates shall be used: or quality of discharge: COMMON NAME BOTANICAL NAME LBS PLS/ACRE Existing vegetation: Native upland grasses & Citrex cropland Western wheatgrass Pascopyrum smithil v. Arribo 8.0 Saltgrass Distichlls stricta 1.0 Blue grama Bouteloua gracilis v. Hachita 1.0 Sideoafs grama Bouteloua curtlpendula v. Vaughn -« 4.0 Alkali sacaton Sporobolus airoides v. Salado ' 0.4 Slender wheatgrass Elymus trachycculus ssp. trachycaulos v. Pryor 5.0 Sand dropsand Sporobolus cryptandrus - 0.1 Proposed sequence for major activities, location Site map and construction site Prairie coneflower Ratibida columnaris 0.3 of any other potential pollution source, areas boundaries: see title sheet Gaillardia Gaillardia aristata - 1.0 used for storage of building materials, soils Blue flax Unum lewisii 0.5 or wastes, and location of any dedicated asphalt Areas of cuts and fills and Dotted gayfeather Uatrus punctata 0.3 or concrete batch plants: see water quality and areas of soil disturbance: see Switchgrass Panicum virgatum v. Nebr. 28 2.0 erosion control specifications. plan and profile sheets and Oats Avena sativa 3.0 roadway cross sections. TOTAL 26.6 100-year Flood plain boundaries: Surface waters: see title sheet see bridge hydraulic information and bridge hydraulic information sheet SEEDING APPLICATION: Drill seed .25" to .5" into the topsail where possible. In areas sheet (if existent). (if existent) not accessible to a drill hand broadcast at triple the above rate and rake .25" to .5" into the topsoil. Materials handling and spill prevention: Description of the construction activity, see water quality specification (107.25). - estimate of the total site area MULCHING APPLICATION: 1.5 tons of certified weed free hay per acre mechanically crimped into the and of the area expected to undergo Inspection and maintenance: see erosion - topsoil in combination with an organic mulch tackifier. When excavation, and name of the receiving control specifications (107.25 or 208). blanket is required, it shall be placed in lieu of mulch and mulch tackifier. water. see COPS stormwater permit application. Contract Document location of erosion control and stormwater quality management measures NOTES not referenced above nor included on the Stormwater Management Plan Sheet(s): Washing out concrete trucks shall be limited to specific sites pre-approved by the Engineer. Disturbed surfaces shall be left in a roughened condition at all times. Placement of seed, mulch and mulch tackifier will not be done in a single operation, but shall be completed after each construction phase. Prior to construction commencing, existing trees and wetlands to remain shall be protected with fence (plastic), as directed. EROSION BALE — INLET PROTECTION it is estimated that 7,135 LF of silt fence will be required to prevent sediment from entering . the wetlands during construction. STATION SIDE NO. BALES 7+80 RT 5 16+50 RT 32 27+31 LT 8 37+25 LT 29 38+50 RT 6 PROJECT TOTALS: TOTAL 80 PAY DESCRIPTION UNIT QUANTITY 'NOTE: Erosion Logs can be used in leau of Erosion Bales ITEM 208 EROSION BALES (WEED FREE) EACH 188 208 SILT FENCE LF 7,135 EROSION BALE — DITCH CHECKS 212 SEEDING (NATIVE) ACRE 2.5 STATION RANGE SIDE SPACING NO. BALES 213 MULCHING (WEED FREE HAY) ACRE 2.5 2+00 — 14+00 RT 75' 56 39+00 — 49+00 RT 75' 52 TOTAL 108 *NOTE: All erosion control measures shall be in place before grading and/or construction begins. Computer File Information Sheet Revisions WELD COUNTY AS CONSTRUCTED Project No./Code Creation Date: 10/18/02 Initials: CHP fJ I STORMWATER MANAGMENT PLAN PUBLIC WORKS DEPARTMENT � '(�\ No Revisions: VCR 15 Lost Modification Dote: Mar 13,2003 Initials: (� 1111 H. STREET sty 5a Full Path: M]-Acts.Pq. lWCR is,wan 7pw WCR 7uDaeebrevrse P.O. BOX 758 �'�` Designer: CAMERON PARROTT Structure VCR 72 TO VCR 74 GREELEY, CO. 80632-0758 �� Revised: _ Drawing File Name: s WCR 15 STORMWATER.dWg 0 PHONE: (970) 356-4000 EXT. 3750 j O Detoiler: CAMERON PARROTT Numbers Mod Ver: 2000 Scale: Units: English Q FAX: (970) 304-6497 coLpsAnO Void: Sheet Subset: Subset Sheets: Sheet Number 6 SCHEDULE OF CONSTRUCTION TRAFFIC CONTROL DEVICES QUANTITY I SIGN CODE LEGEND DIMENSIONS LOCATION PANEL SIZE BARRICADES TRAFFIC CONES �( l,S, A B C 3M-A I 3M-B TYPE 3 M-B (BARRICADE) 20'-0' AS SHOWN I 2 WCR 15 ' R11-3 WCR 15 CLOSED FROM'NCR 72 60.x30. AS SHOWN 5 CLOSED FROMJ TO 74 USE ST.HWY.257 _ _, WCR 72 TO 747 R11-3 ROAD CLOSED LOCAL TRAFFIC 60"x 30 ON BARRICADES 2 USE ST. HWY. 257 ONLY RI 1-3 M4-9 DETOUR LEFT 30'x 24' AS SHOWN 3 - I WCR 15 M4-9 DETOUR RIGHT 30'x 24' AS SHOWN 3 , CLOSED FROM - - WCR 72 TO 74 I DETOUR USE ST. HwY. 257 - WCR 15 �� R11-3 CLOSED FROM N4-9 WCR 72 TO 74 USE ST. WRY. 257 - - l'------*R1t-3 ' i5 WCR 74 ROAD CLOSED LOCAL TRAFFIC ONLY 4 *TRAFFIC CONES USE NEAR INTERSECTION 10 TYPE 3M-B BARRICADE R11-3 DETOUR OF WCR 72 • (ON BARRICADE) um* DETOUR . � M4-9 e SIGN TOTALS 6 7 ' 2 10 M4-9 r— un N > ul . I D_ 0 I- U2 WCR 15 NOTES: CLOSED FROM WCR 72 TO 74 REFER TO THE COLORADO STANDARD PLANS SECTION 630, AND THE MUTCD PART V1. THE LOCATIONS OF USE ST. AMY. 257 DETOUR CONSTRUCTION SIGNING MAY BE ADJUSTED AS DIRECTED BY THE ENGINEER TO FIT FIELD AND TRAFFIC ROAD R 1 1-3 Illllle4D CONDITIONS. CLOSED M4-9 TYPE 3M-B BARRICADE LOCAL TRAFFIC ONLY COUNTY ROAD 15 WILL BE CLOSED TO TRAFFIC DURING CONSTRUCTION. THE COUNTY SHALL COORIDNATE THEIR TRAFFIC CONTROL WITH LOCAL RESIDENTS NEEDING ACCESS TO THE PROJECT SITE. R11-3 (ON BARRICADE) ALL ADVANCED WARNING SIGNS SHALL BE POST MOUNTED AND PLACED IN ACORDANCE WITH THE STANDARD TYPICAL GROUND SIGN PLACEMENT" UNLESS OTHERWISE APPROVED BY THE ENGINEER. WCR 72 + , * - ALL CONSTRUCTION WARNING SIGNS SHALL BE PROVIDED WITH HIGH BRIGHTNESS ENCAPSULATE TYPE REFLECTIVE SHEETING. n•-..._ .--\,,_.1.-yri PROVIDE BARRICADES WITH FLASHING WARNING LIGHTS, FOUR PER TYPE 3M BARRICADE. DETOUR rr♦ DETOUR PLACEMENT OF SIGNS NOT TO SCALE. SPECIAL TRAFFIC CONTROL M4_9 *4"mie SIGNING REQUIRED DURING DUST CONTROL MAY BE REQUIRED AT SEVERAL HOMES ON WCR 72 BETWEEN WCR 15 AND ST. HWY. 257 CONSTRUCTION OF M4-9 DURING CONSTRUCTION. INTERSECTION. I.7,,,,,_______i WCR 15 CLOSED FROM WCR 72 TO 74 USE ST, HWY. 257 RI1-3 Computer File Information Sheet Revisions WELD COUNTY AS CONSTRUCTED Project No./Code Creation Date: 5/13/02 Initials: CHP U - TRAFFIC AND DUST CONTROL PLAN Last Modification Date: Mar 13,2003 Initials: PUBLIC WORKS DEPARTMENT No Revisions: tttt H. STREET VCR 15 4i1Full Path: M:,-Acdw ProjsemwCR 15,WCA 72 to WCR 7a1Dsagm0rA Asst P.O. BOX 758 VCR 72 TO VCR 74 �� 'Rev Revised: Designer: CAMERON PARROT T Structure GREELEY, CO. 80632-0758 Numbers C Drawing File Nome: 7WCR15 TRAFFIC CONTROL PLAN.dwg I PHONE: (970) 356-4000 EXT. 3750 Il Pc - Detoiler: CAMERON PARROTT - Acad Ver: 2000 Scale: Units: English ID 1--- FAX: (970) 304-6497 COLORADO Void: Sheet Subset: Subset Sheets: Sheet Number 7 1 rt 4 r+krrw* m " r i a :- r Y, 1'.y: 1. `x L +r i. P w -tea t - x 3 a .{ . 5 • d ' -' w r >r e- xf•Y 7 < 7r y +ke# ark . «r 1.k: �F'�ts'a . ti, o a zr.- < . .: , ., +y^:.-., . ..:.r a J.:`- .z _-.r. ' C '.l s 4``"f..1'. 1 . r� µ�� '+ t t r 'j,�;.�.. \x4 °sh- a i fs s a ,, _ .a'xa-awe' r . ,'c,' v a - P r r%1 d� r ", jr r r '- r ;s .Z:v.+,, 'xiFt 7 .' '� s ir v jt' 1 ,' .v l -Le..._.,.. ti • —:'7 4''*-- ?i,4 _j / —`-- 2 4 rs • • r'` f • t j t":r �_, ,E, t - ., r m ^-t'` � —^.. ; t F t o _ } _ + a v.,.7. " (: f_ y � r '₹-,k7, -r* _7 r^ ;.+y D :;:_4 s • r • r - '-� h"r?"zy ;: r ....s.. ,.s s r2+ a.. 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J 4 R p '•`yd 1, s";,....§i4,- �. „- v 4;: 1: t ROW/EASEMENT INFORMATION TABULATION PARCEL LAND OWNER ITEM i PATTY PIKE LOT B,RE 1139 REMOVE AND REPLACE APPROXIMATELY 120'OF WIRE FENCE ALONG EAST SIDE OF ROAD;REMOVE APPROXIMATELY 6'OF WHITE FIBERGLASS FENCE 1 7233 WCR 72,WINDSOR,CO. 80550 ROW SW e SEC. 5-T6N-R67W ALONG NORTH SIDE OF WCR 72. REINSTALL WHITE CORNER POST. (970)686-7779 75'-85'ROW, 20'TEMPORARY EASEMENT ALONG WEST SIDE, PLACE NEW FOUR(4)STRAND BARBEDWIREP FENCE ALONG NEW WEST ROW LINE. CONSTRUCT NEW IRRIGATION LATERAL IN TEMPORARY EASEMENT. CONSTRUCT IRRIGATION CULVERT PIPE TO SERVE NEW LATERAL, INSTALL ANN L.DESERAN AND ALDEN V.HILL ROADWAY CULVERTS AND REINFORCED CONCRETE BOX IN LAKE CANAL,CONSTRUCT NEW TILE LINE FROM WEST SIDE OF NEW ROW TO NORTH SIDE I 2 318 S.GRANT,FT.COLLINS,CO. 80521 ROW 1 OF LAKE CANAL. INSTALL TILE LINE IN SAME GENERAL LOCATION AS EXISTING LINE. SE d SEC.6-T6N-R67W NSTALL 66"0 CMP PEDESTRAIN UNDERPASS AT STA. 17+50.00 (970)484-3748 HOME TE ®INSTALL FIELD ENTRANCE TO EAST PARCEL NEAR STA.28+00.00± (970)482-3683 OFFICE INSTALL FIELD ENTRANCE TO WEST PARCEL NEAR STA.25+00.00± ®INSTALL 1,400 LINEAR FEET OF 4 STRAND BARBED WIRE FENCE ALONG NORTH END OF EAST ROW LINE omputer ile Information Sheet Revisions WELD COUNTY AS CONSTRUCTED Project No./Code Creation Dote: 10/11/02 Initials: CHP ( RI ) 2/13/03 PED UNDERPASS AND ROW PLANS Last Modification Date: Mar 13.2003 Initials: ( ) FIELD ENTRANCE ADDED PUBLIC WORKS DEPARTMENT (,r No Revisions: 2 WCR IS 1111 H. STREET ��(r P.O. BOX 758 IT DesignerLEON SEIVERS, P.L.'structure— WCR 72 TO WCR 74 Full Path: RA-Active Pegwb\WCR 15,WCR 72 m WCR 74D5R2R1Dnvmgar (R2) 3/13/03 1400 LIN. FT. FENCE ADDED Revised: 3/13/03 GREELEY. CO. 80632-0758 /► Detwiler: CAMERON PARROTT Numbers Drawing File File Name: RCp dwg ( ) FIELD ENTRANCE ADDED FAX:PHONE: (970) 356-4000 EXT. 3750 Ellie Sheet Number 8 ---_ FAX: (970) 304-6497 COLORADO Void: Sheet Su Dset: I OF 4 Subset Sheets: Aced Ver. 2000 Scale: 1'=100' Units: English ( ) i e..r ' . I , sn v Y z.. r •...v 3N R r �e Ai gym-x.4�' T11' I - i. Y r v r 4•YNF ROW/EASEMENT INFORMATION TABULATION PARCEL LAND OWNER ITEM LOCATION COMMENTS 75'-85'ROW, 20'TEMPORARY EASEMENT ALONG WEST SIDE, PLACE NEW FOUR(4)STRAND BARBEDWIRE FENCE ALONG NEW WEST ROW LINE. CONSTRUCT NEW IRRIGATION LATERAL IN TEMPORARY EASEMENT. CONSTRUCT IRRIGATION CULVERT PIPE TO SERVE NEW LATERAL,INSTALL ANN L.DESERAN AND ALDEN V.HILL ROADWAY CULVERTS AND REINFORCED CONCRETE BOX IN LAKE CANAL,CONSTRUCT NEW TILE LINE FROM WEST SIDE OF NEW ROW TO NORTH SIDE 2 318 S.GRANT, FT.COLLINS,CO. 80521 ROW SE<SEC.6-TfiN-R67W OF LAKE CANAL. INSTALL TILE LINE IN SAME GENERAL LOCATION AS EXISTING LINE. (970)484-3748 HOME RI INSTALL 66"0 CMP PEDESTRAIN UNDERPASS AT STA. 17+50.00 (970)482-3683 OFFICE TE INSTALL FIELD ENTRANCE TO EAST PARCEL NEAR STA.28+00.00± (R2 )INSTALL FIELD ENTRANCE TO WEST PARCEL NEAR STA.25+00.00± INSTALL 1,400 LINEAR FEET OF 4 STRAND BARBED WIRE FENCE ALONG NORTH END OF EAST ROW LINE E 3 SEC.6-T6N-R67W INSTALL REINFORCED CONCRETE BOX CULVERT IN CANAL: RECONSTRUCT DITCH ROAD ON ALL CORNERS OF BOX TO CONDITION EQUAL TO EXISTING. 3 LAKE CANAL NONE AND W}SEC.5-T6N-R67W REINSTALL FENCE ON NORTH SIDE OF DITCH ROAD. SUZAN LAKE INSTALL NEW FENCE ON ROW LINE. CONTACT LAKE PRIOR TO CONSTRUCTION. CONSTRUCT TWO(2)FIELD ENTRANCES ONTO WEST SIDE OF WCR 15 4 9112 WCR 78,WINDSOR,CO. 80550 NONE NE i SEC.6-T6N-R67W AT OWNERS CHOOSEN LOCATIONS, INSTALL DRIVEWAY CULVERTS. (970)686-2267 DANIEL VARRA ROW CONSTRUCT FENCE ON NEW EAST ROW LINE. TEMPORARY EASEMENT IS FOR ACCESS TO REINFORCED CONCRETE BOX CULVERT AND AREA AROUND 5 35412 WCR 15,WINDSOR,CO. 80550 NW SEC.5-T5N-R67W LAKE CANAL, INSTALL CULVERTS. (970)686-2167 TE Computer Tile Information Sheet Revisions WELD COUNTY AS CONSTRUCTED ROW Project No./Code Creation Dale: 10/11/02 Initials: CHP ( Rl) 2/13/03 PED. UNDERPASS AND CHP - I�UW PLANS PUBLIC WORKS DEPARTMENT 1� No Revisions: 2 Lost Modification Date: Mar 13,2003 Initials: ( ) FIELD ENTRANCE ADDED 1111 H. STREET �� VCR IS Full Path: Ma-nmw e,yxmwcn is,MR Mio wcn van.Lm5arax+,ga� R2 3/13/03 1400 LIN. FT. FENCE ADDE➢ P.O. BOX 758 DesignerLEDN SIEVERS. 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(970)686-2267 DANIEL VARRA ROW CONSTRUCT FENCE ON NEW EAST ROW LINE. TEMPORARY EASEMENT IS FOR ACCESS TO REINFORCED CONCRETE BOX CULVERT AND AREA AROUND 5 35412 WCR 15,WINDSOR,CO. 80550 NW;SEC.5-TSN-R67W LAKE CANAL, INSTALL CULVERTS. (970)686-2167 TE Project No./Code Computer File Information Sheet Revisions WELD COUNTY AS CONSTRUCTED ROW PLANS Creation Date: 10/11/02 Initials: CHP ( ) PUBLIC WORKS DEPARTMENT r No Revisions: VCR 15 1111 H. STREET G WCR 72 TO VCR 74 Last Modification Date: Mar 13,2003 Initials: ( ) _--_ ��'5<'w Detsai nerLEON SIE VERS, P.L.' N'A-ncnw PoryeNAwCA 15.YOGA 72 lo YOGA 7meeemorc,.i,yst ( .) ---_ P.O. BOX 758 9 Structure Full Path: PHONEY, CO. 80632-0 758 I Revised: Numbers Drawing File Nome: RCp03002.dwg ( ) PHONE: (970) 356-4000 EXT. 3750 Wi�Dc. Vaid: DSheeler: CAMERON PARROTT FAX' (970) 304-6497 COLORADO. 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A 'k *s 7r ` , , , y "a • ."'• s-• �.. ` ,(Na « € i. y, .^R ..,rr ,c=,b rl a' t ,I I"'W r s-. �, f, r t ''', '"7 h ::+ �' s,a s �e� ;,F r "t ,s x+y, r s x .a} b e +,�. e t y # �� r �dA , � k.-��" ._.._. �<»'' . .✓E .,_� _ xT � ... 2 SJ:-r r'�� 't-. �.. .0:��_. y ---- ;it v1a�'�o.� - . R... A u �°7 "zJ _ ROW/EASEMENT INFORMATION TABULATION PARCEL LANDOWNER ITEM LOCATION C.MMENTS SUZAN LAKE INSTALL NEW FENCE ON ROW LINE. CONTACT LAKE PRIOR TO CONSTRUCTION. CONSTRUCT TWO(2)FIELD ENTRANCES ONTO WEST SIDE OF WCR 15 4 9112 WCR 79,WINDSOR,CO. 80550 NONE NE≤SEC.6-T6N-R67W AT OWNERS CHOOSEN LOCATIONS, INSTALL DRIVEWAY CULVERTS. (970)686-2267 JAMES7(498; &JOANN OSHSNER 6 7422 WCR 74,WINDSOR,CO. 80550 NONE NW}SEC.5-T6N-R67W INSTALL FENCE ON EAST ROW LINE. CONTACT OWNER PRIOR TO CONSTRUCTION. (970)686-5289 i Computer e Information Sheet Revisions WELD COUNTY AS CONSTRUCTED Project No./Code Creation Dole: 10/11/02 Iniliols: CH c ) ROW PLANS PUBLIC WORKS DEPARTMENT f(7A� No Revisions: WCR 15 Lost Modification Date: Mar 13,2003 Initials: 1111 H. STREET tiff WCR 72 TO VCR 74 Full Path: M',-AC vs Pmpce\WCR I5,WCR n to Wce ve�neaw�tore.�nvat ( ) P.O. BOX 758 vet, DesignerLEON SIEVERS. P.L.'Structure Revised: GREECE'/. CO. 80632-0758 I Detoiler: CAMERON PARROTT Numbers Drawing File Name: RCa002.tlwg ( ) PHONE: (970) 356-4000 EXT. 3750 Inge Void. Sheet Number 11 Aced Ver: 2000 Scale: 1'=100' Units: English ( ) FAX: (970) 304-6497 COIARADO Sheet Subset: 4 OF 4 Subset Sheets: 1rl I 1 LINETYPE LEGEND I '�j Ii ., Row POW ROW — s :J I r CUT CATCF87NE 3is;! I CIRCULAR FrLLCATCFtlJNE — i !:i I Da = 02'29'30' NEW CENTERLINE I'':I ( `_- Dc = 02'29'31' NEW EDGE OF PAVEMENT :94'!:I + T = 286.47 al Ste; = 4+00.00 TEMPORARY EASEMENT TE .:1 i PERMANENT EASEMENT PE I;I — V`'•. R = 2299.39 N = 80218.89 OVERHEAD WIRE OHW :.! t `' RECONSTRUCT EXISTING = 37o.00 E = 50001.47 - FENCE —� X _-- K , .,,. C = 568.54 I = 14'12'11"L ,::( FIELD ENTRANCE E = 17.78 c�; EXISTING EDGE OF ROAD - -- -. -- -. - -- 1 2'• r• •[; EXISTING CONTOURS •.•-..__.--.-..- --.----_..._.__._. '.tv<P llti;1,,' 4831 79, € I M = 17-64 �~' SILT FENCE SF ! el\ .. \ , I s'-- . /V' CONTROL POINT #5 I. `� I SE COR SEC 6-6-67 N. E �; ` j;; CATCH SLOPE FOR NEW IRRIGATION DITCH N 80,000.079 ' 1. �' c E 49,895.838 .I I:1 ___ NEW IRRIGATION DITCH FLOWLINE "M ELEV 4,834. ! ! DUKE- E�IRGY 31 i �''t t• ''OAS LINE MARKER ~ • I _ -----' CATCH SLOPE FOR NEW ROADWAY n • di' + _� I el - Illf „ ( '� • f . l'IN = 79818.92 r I r - '. i tt r� • ...„--___ -.......---...-. ......___...............L ' ! v I !,f‘ /'''' I !i! I f� !r� ,....-''''' �,�.�• 'TC �� . It �,.,,I �r - �".�- IT f �-- Tt _ 1 - ��-._y "-'. ,^- �z�-�. -_ Wes . �' i� ....- -.......„-•‘%,---::.-7.7,,,,z. _ . Road _--- - _ © 00 3 -_ _--1�_ � •,•:-----------.---"::-`^-._,•--,,:__._.___ �- __—_ � h - __ '43' t t �._ 400.00 FT �� " ?-- �— T,. .x�c �p . L-1 • �.. y ^"— ` _ �°„ � " av ��—� 7 \� z for �� ^ 24' CMP 1N>1. 'i! ` / � -�' SECTION j:INE '{ INN �' Mir i _ SAW CUT EXhSTING =4629.60 : (11; / _._ ,`}; '��. ,,,,, .or 9h • ASPHALT MAT `,T❑ A -----_J ill' , / :! - _ ��-� __,...,==.--''''''' -,��..:; _y--c ,_ '` `'=`� r NEAT VERTICAL'S LINE '' ! / ! ---- ` =-� i��` �_� i AT STATION 0+00`00. ;! U.S. WEST t. • II s i R=4 ' FIBER OPTICS -Z,�._ — �__:,;;r,,a� ..""�"��-Ala 1 1 �` . ! `I 1.. k 1 MARKER •.`, -��"'- -=_�.'•'. = _ W I 7t....... \ STOP SIGN TO 'i it ��`'r REMOVE CURVE AHEAD SIGN 241 \ " �lldP's b BE RELOCATED 1-t:II(' • CQ �i INV,=46 0.66 NEW 24' EQUIVALENT CMP ARCH (i1t '! PAVE INTERSECTION'+,QF VCR 1 1 WI END SECTIONS, 65' LONG II II+I j• '• '� 72 Bf K 100' FROM LPL OF EROSION BALE CHECKS AREA TO B OBLITERATED ENT. STA. = 2+14.00 !'- ;1Ial;I 1 $$ @ 75' SPACING 1 11 . 1 WCR 1 ', ND RESEEDED ENT. FL ELEV. = 4831.91 ;f �f 1 i (SEE M 208-1 FOR EXIT STA. = 1+49.00 I, I S INSTALLATION) 1 EXIT FL ELEV. 4831.58 ;'"- I;t , 1 ;. ,) `t i t w 1. r Ai t I f SEc'flON LINE 1. \ I c �,. N.W.C.W.D. WATER / c I ; 1'I:, � ':� j LINE MARKER I / ial i1 1 ,1 1 tj ` tl ' ! - - - -' -- '— Computer rile Information Sheet Revisions WELD COUNTY AS CONSTRUCTED Project No./Cone Creation Dote: 10/14/02 tnitiOls: CHP c > - PLAN VIE We Lost Modification Dote: Mar 73,2003 InitiOlf: PUBLIC WORKS DEPARTMENT �(, No Revisions: VCR 15 1111 H. STREET ts,t� M:hAatlw Pt \WLR IS,WCR 7tgWCR 741DMipMarw�i,gn P.O. BOX 758 cv Designer: CAMERON PARRIT7 Structure VCR 72 TO VCR 74 Full Path: �� Revised: - GREELEY, CO. 80632-0758 ��D Detoiler: CAMERON PARROTT Numbers Drawing File Name: gCp05002.dwg ( ) PHONE: (970) 356 4000 EXT. 3750 Mile void: Number 12 Acod Ver 2000 SCOIe: l'=50' Units: English �) FAX: (970) 304-6497 COLORADO Void: Sheet Subset: 1 OF 8 Subset Sheets: � LINETYPE LEGEND // ROW —ROW ROW— /" i _ ' CUT CATCHLINE �- / - "- FILL CATCHLINE - ' % � NEW CENTERLINE / + NEW EDGE OF PAVEMENT /` -::::-.."2_,....2 R AR C UL TEMPORARY EASEMENT TE / Da 02'29'59' I PERMANENT EASEMENT PE NEW-48-1--0 CMP W/ END SECTIO ,�_ Dc 02 3o'o0• OVERHEAD WIRE TE -`9If LONG ,,,z— , T - 56 FENCE X X ENT. STA. = 7+80.00 r --- �'`� = 2292.08 -EXiSTINGEDGEOFROAD -' ENT, FL ELEV. = 2.06 `"LATCH SLOPE OF NEW DITCH . __.lme.00 D EXISTING CONTOURS __. _.._ .... •! EXIT STA. = �,,[6,r v0.00 - 68624 _ 4{ m SILT FENCE SF EXIT FL E . = 4841.03 P N 6663 co� E _CA-T-CH-._SLA E,Df NE1. ROADWAY P[ sto 4+00.00 " --'" ---- ,. .41EV IRRIGATION DITCH-cLOWLINE ,. -' ,�' EN = 80218.89 '�"� ._.-.. rz ��——— —— ar "' — �� -,r__ —.1� —�u - ____— -� r = 50001.47 '^ _ .E f_ pl �- ._ - - .- _ .-.- - --»` I = 14'I2'II'L- 6 rE a �E ----'�—_''� ^_ spy .�� '--� say .�'— /- .77— / "... -- r / N 13'28'41',-Vim..._ --�..! �� 0 . 94 f �_yv.Y"S7- _._._.-- _ R=45' e — __ -- W " o CD o _ R-45 o r o - - - - -.. _ - - - - - _ ..----...__-,-Hlc: ,...,1---- ..ti ,. _.--..--_ 1 � ��y - � rte" yT� pY N i ' i /' "M1aY .w n __.. -`wv- spy EROSjON•-'BRCEB� C M 20� .1} _ r 9 ',11:7:::::-l----11 / �Hf hvr�l '--^ -�_—.,„ _...- -- .„,--'.�'`' „�' � f r;---- — EXISTING IRRILAT-ION`DTTCH:11-1-1-'1'- ._.-- • , • 30' ` R=30' I"' —__ ___ BE -iLt-El IN AND RELOCAT / p ' �"� � _� _ -_ --oh w�„-, ~� _ ON WEST SIDE_.OF--NEW-ROAAY tR. ..- ,: f - - _ �x�y ° _EROSION BALE CHECKS__. j. _ a Y lit:: @O1-11111:1:11131C----;:11-----11 �- iiiic . '' ______:' "`t-,�._ by V " i S .� / � �r _ �,.._-".-r,^' � ,,./ ';'L N''NN AREA TO BE �� '_�?'."` .� ... .. `, ...--- ti ' j _ - ate ---_._ ____JOBLITERATED C i i AND RESEEDED s' 1 —_— - VCRNEW ENTRANCE ALIGNMENT ��/�� t r/.rl t ty 't,r ' �8" -� --- �� ) r NEW N OLD a ul , _,./ - „ /_'�� _� l 11 ''4 -a. STATION 7+41.00. b;r � 4.1,/r .; v `\ / ' CMP INk�4857- �� PAVE BACK 25' INTO ilI ! t /� `s, A, N ' ft A 41 �� INTERSECTION / ou'trailer .,>`-i°,,--,-1-,:.:1-17.1-1---1111-1-1.---=-14-11-8- g" CMF 4g CMP IN, r24857 55 / :if \ '� rl`' f1. ;';, t I .,- � .. o\u\se NV�a862 89 "1 ' , Computer File Information Sheet Revisions WELD COUNTY AS CONSTRUCTED Project No./Code Creation Date: 10/14/02 Initials: CHP v PLAN VIEW PUBLIC WORKS DEPARTMENT No Revisions: VCR IS Last Modification Dote: Mar 13,2003 Initials: ) 1111 H. STREET ! �F Full Pot h: N1'Acivs Prpttle:0 GP is,MR n te WCR ronnyprarswhew P.O. BOX 758 Designer: CAMERON PARROTT Structure VCR 72 TO VCR 74 �� PHONE: CO. 5 6 40 0758 Willie Revises: Drawing File Name: RCpW002.tlwg Q PHONE: (970) 356-4000 EXT. 3750 ■i O Detoiler: CAMERON PARRDTT Numbers A-cad Ver: 2000 Scale: I'=50' Units: English ( ) FAX: (970) 304-6497 OOIpaADo Void: Sheet Subset: 2 OF 8 Subset Sheets: Sheet Number 13 140' OF NEW 15'0 CMP FROM HEADGATE ON LAKE CANAL TO POINT ON WEST SIDE OF CIRCULAR LINETYPE LEGEND NEW ROADWAY, W/ 10' ELBOW NEAR Da = 02.29.59' MIDPOINT AND 90' ELBOW ON PIPE EXIT Dc = 02'30'00' ROW ROW ROW- T = 565.05 CUT CATCNLINE (SEE STRUCTURE CROSS SECTIONS FOR PI Stn = 15+21.00 • R = 2292.08 FILL CATCNLINE — ~ ' ~ ELEVATION DETAILS AND TABULATIONS L = 1108.00 N = 81311.88 NEW CENTERLINE - ` SHEET FOR ENTRANCE AND EXIT STATIONS E = 49739.51 NEW EDGE OF PAVEMENT AND OFFSETS) - C = 1097.24 I = 27.4I'49'R TEMPORARY EASEMENT - TE E = 68.62 PERMANENT EASEMENT PE - ~ P4 = 66.63 TILE DRAINAGE LINE (APPROXIMATE LOCATION) OVERHEAD WIRE EASEMENT - pHW COUNTY SHALL COER=DINCTE WITH CANAL TO BE LOCATED AND REPLACED, FROM ENTRANCE FENCE ---- l(--- COMPANY WHEN PREPARING TO-AN IURING 1 GATT VALVE T❑ A POINT 10' PAST WEST TOE ❑F '''''• /` INSTALLATION OF CULVERT • -� f 4v __. _. __ ._ ___ _-_ f; ; SLOPE".-OF NEW ROADWAY, wS , EXISTING CONTOURS EXISTING EDGE OF --•�' s.,--- ' ! I SILT FENCE SF 'l / NEW ROADWAY CATCH SLOPE ' ! t t / ,•rr \ J f t 1 N -UI CH FL ITC/ L �--'� ,......- / f - r -+�_` -- "•� ,�` \ .' / SMALL DITCH At T❑E OF SLOE T❑ DRAIN UNDE.RPASS tt -- -'"� _"�� `�✓' 1 (3' BOTTOM, 3:11 SIDE SLOPES)It ` .--- NEW DITCH CATCH—SLOPE \ t \ . -. \ u .....,,... ./ w .L !Mb -"r •-"',. ,...„.„, ^°" �s:��"�`�" '_ — Jr, �` r ""�'�. _.a 1 � j,�+'°" �r s�� `� ,,�� a �_ -- -0 + ..• \`,1_ / ~ —...s___ "mil eoll ~� ._rte-• -._j�- ( ..-_.___� .--, o'. ' \ �^ �'f i i..7 C3 (v /r :7 �� -�-�y r - ^-�- �_'�- - :',='\.. i 1 t0 N !4•!3'08- \ r^`„✓ ��~� ° ^ ______ �� '` �` �/` � \ j 1049.09 FT£ J'/' _ ---..,,,, - f t�� - ...�. _... ___--• ter- nPl; j . M. MY .—. —. •-.6•�.^-..-i.� ¢ i Nib...• ror ...,.,, ' — --' -----7,677- ---� '"'1 1' "°='1-" —�`�- ,� NEk/ 80'x66'0 CMP NDERPAS ^0= I J- ep11 -� ter-- _ ---_ • r I `. `�--_,L ^``~ ._. -A SMALL BERM MAY BE EOUIRED AROUND ENTRANCE "�` — NU „a, --—` F _ ':TREE',\TO k REMOVED` "' TO KEEP NORMAL FLOWS IUT; OF UNDERPASS \. "0' �'' 'r~ rr •, ,r'".. - ti � '' (SEE STRUCTURE CROSS EC ONS FOR ELEVATION tt • SE UC E S 'rF,.. ,,. `� �.f' = � ` ```_. '\ ' `S EW 4x;c_'x36'0 RCP---3.77—FLARED - DETAILS AND TABULATIONS ` ` b ,,.' r- __ \�\. `: 1 ' EN-0-S-ECT•.IIJNS -- r , �� -� SHEET FOR STATIONS AND OrFS TS '',(SEE STRUCTURE CRUSS`SECTI❑NS FORj r..••• �'''.' ,- -!M ------_:. �,�\" 1\� FOR EACH PIPE ENTRANCE AND EXIT) ` ; ,,rf7 ;/� '!e'. ''„`..`-.,`` `„� ELI VA.�LOI�I_DETAILS AND $ULATIONS / \ n / �;;;,/'.r ...;;;;,.✓ \-,.\ `•.`` "'SHEET FOR STATIONS. AND FSETS 1 \•. ru -� , - ^~- • .� FOR-.EACH PIPE ENTRANCE A T) .------- 1 0 •� 'r „..>:,...-_----____,,-a....-::::::,,. -, 4 \• r, -�"- 1, o� \ > r / y -�, �� i _ `' ` `'�\ti\\�` �,�`�* ti,�\ �y—_..__•\ � r EROSION BALES T❑ \ J ' ,..• �,�� - " f/ -��:� \ '�-`�.\\\`� \ SURROUN PIPE ENTRANCES • fr % ..4.0?.-6.-- - �' r^ / \\''\� \'� `a\, ' w' <SEE M-2Q8-1) / i fir. r/ /",/(1'XIST1 HEADGATE r .�.\\� `� `;`.�.\\'`�-,.w,�`-� ��"'^_� ___.L • -� �,.._ �• r.-.7.� 'i TO/BE RE,PLACEB-- ----- '�;\`- -\,.`'�- . ti `�\� - l _ / ~ j__• �,- .rte . I `/. /�1\ CO14-ROL POI ''� i" `\ �\\.,...„ -..--_..�.. \` __ • J i . tiia� r i ,� �``rI-$1 253.462 \ `,:.i' \�,, \\`;; '�- __ __ _ `�. _._.._....- f 1 .;';` -_ �� r - 1 �_� / 7 ,__..".. E 4131986.7635J .'I `"E[-Ev, \\. ��\`-- . ~ , 1,- SECTION LINE / ...."*"...'") - - ' i - \`r y�-x` 11 :� \� ��•�. -_. , `\ 1 / Cl •i i to \ ` `` O/! ~��\�` • \y \\`i;\\\�1. I `� , L Computer File Information Sheet Revisions WELD COUNTY AS CONSTRUCTED Project No./Code Creotion Dote: 10/14/02 Initials: CHP it= 1/31/03 ADDED PED. UNDERPASS CHP PLAN VIEW ' Last Modification Dote: Mar 13,2003 Initials: PU8L1C WORKS DEPARTMENT . No Revisions: 1 + 1111 H. STREET WCR 15 Full Path: ►4:1- tl pe r+rqbcntwcR 15.Well72 bvrCA 741pep4Mwrawnpet P.O.P,O. BOX 758 Designer: CAMERON PARROTT WCR 72 TO WCR 74 GREELEY. CO. 80632-0758 Revised: 1/31/03 9 Ntumbers Drawing File Nome: RCp0700adwg _ U PHONE: (970) 356-4000 EXT. 3750 Willie Detoiler: CAMERON PARROTT Acod Ver: 2000 Scale: 1'=50' Units: English CDFAX: (970) 304-6497 COO void: Sheet Subset: 3 OF 8 Subset Sheets: Sheet Number 14 • \\,,.•\`,:' . •\-\` ' i l` ...,•,.nom...-�,.•nn_ LINETYPE LEGEND ;`• `\ •;l S , t`�-�r, .ROW ROW ROW— �\ \� �\ \\ ~ \. ^�"^, N.CUTCATCHLlNE ��.\ '� `\ t \tea \ `\___._. _ � �'-�.FILL GATCHLINE — \\`\ N\ '\ \ "�NEW CENTERIJNE — \ \ N �\+ , .'�NEW EDGE OF PAVEMENT \ ~' �� , .�� ^__ TEMPORARY EASEMENT TE • b'-\ ~ ti�\ r '``^• •- 1PERMANENT EASEMENT - PE N \ ' \ '� * ^— '~OVERHEAD WIRE ❑HW ~�,� \ �`� NEW HEABGATE T❑ BE- n `�'FENCE — X -- x -- �:�,4�., , "� LOCATED _��E ISTINGEDGEOFROAD �. _._ _.. _._ ..- \` �� - �� ❑N WEST SIDE OF ROADWAY' S-i.......i....-....-.-..----. EXISTING CONTOURS -- ----y- -- `N\ N .,,, \�.�� fit` (WORK BY OTHERS) '�.,, SILT FENCE t, SF -'r \'\ N\ ` .. --' __. ...�_� _ �_ �� ti \� `.� wets09 \~� �. r.;�,, ` .... •.,:,„ .t �. ._� t• • •••• _ LENGT N AND RELOCATE EXISTING "--__ \� ``~� � \�-. tom` 4' CMP TO DRAIN FIELD INTO CANAL ,�• NRI Ste = 15+21.00 i N. \ \, "'� `` Y `�� , _--z.-- .�� • k�a 2 - 8131188 ` `�. ^. �",,,, `k --. �'`�.:. -,•-• �•,r�4 E 49739.51 1 \ inn' �.,, \`�,��`''`"w y� �'° --� • . 1, ` �,�.1 `� _ � ' .x. _ i r - So+1 ='27.41'49-R \ e : 14.-- ---.11- 1: "..--•-:::::::-1 -.-..1:7:....---.".z.. ....,---- ` N. ru�` ,� ! 4 ,�` MA-T.. LL7tvr T� ^lJf^^ �� '�'- � ^`� •-.^k _-.- f'- �� 'APP — . �.., X „w n �� \ `� r NE\n-f.4EL�D •EAL .• , —�_� �;- - `'= . ..� —•—• „Q`` -- ^ _ `^ . 'DRIVE VAY""'f-I•NAI~ :--•s� �, ..q x-• ` •^ T„�� X---.N IC �� n TO BE AGREED UPON .8 _ �--- � �` •'-',-,...,... _ ""r -r —� ,we �� \ lmit l rc __� a —^� rc OWNER AND COUNTY -—�-' .-- ---„� :<� _ ��'_ y ~- Alhl �—. may �, -�'•` -� .��..'`•"`'^•- �- �"• _• -_ 1.".-,-,...-%n.ri` Cie••�, �0�-4 L ieV spy, •��,_ ""`^R•.^ _ I4v mow Sov • N0V PeV •�y' '"`'•-\'`= - ,��' � �. • ._ --7-=7--.-'' . �._4— —._._.Js._. --- '--.� ''''....117,...^''''.-7.-. t, '..• n,_ yyacp,, ti - N I4.13'08-E, IU \ _ l-•.. -``� 0 �l mot- `\N �. IU N` ON r �.p_ �.�. 1049.09 FT \ p t.J ru• „.,,, L!I .� -r O „, _______L____ ..,=,,____ ..., ___ .. \ ______nor roe _ \_,. �` y, ~� t _.�!...ii, J~ sw �►- — .. - eov `t 4 1 rovFINAs \ f H i� .., �—� }� — s - _ .'...."-"I''.—am—.•_,IL. '.�-. �p-J4 —�ar4i'!r aS_. e I p ` 144' NEW 8' SPAN•,.x 5' RISE PRECAST CONCRETE ,1' CIRCULAR ‘ BOX CULVERT W/ WING AND HEAD WALLS. - e i Do = 02'29'57- ENT. FL ELEV. = 4$59.15 • �� \ Pi',SUL 25+48.00 Dc = 02.29'58' ti EXIT FL ELEV. = 4858.99 IT \, N =',82328.83 T = 286.48 t (SEE STRUCTURE CROSS SECTIONS FOR "\ ` E = 49997.19 R = 2292.50 1 ELEVATION DETAILS AND TABULATIONS SHEET I = 1a"14'45'L L = 570.00 1t FOR ENTRANCE AND EXIT STATIONS AND t ' \ C = 568.53 + OFFSETS) SECTION LINE E = 17.83 i MINOR CHANNEL RESHAPING WILL BE NECESSARY \ M = 17.69 FOR BOX PLACEMENT. • (SEE M-601-20 FOR WINGWALL AND HEADWALL ` -'� `L . - . - . - . - :`,; . - . _ . - . } . (% - • - • - • - • ..._ . -INSTALLfiTII]N�ETAILS> - - . �- . f r TILE DRAINAGE LINE TO BE LOCATED AND/ 1 / / REPLACED !ROM GATE VALVE TO A P❑IN?T j /' 10' PAST ✓EST TOE OF SLOPE OF NEW R❑ADWAY � fe i ,•••''' \\' // 1 �ppR iN� a 486112 / ,- / / / // 7 ~ ;~/ i / ; / `... , L_____ 'ter '✓.-- 7Computer File Information Sheet Revisions WELD COUNTY AS CONSTRUCTED T Project No./Code Creation Dote: 10/14/02 Initiols: CHP RS 3/13/03 FIELD ENTRANCE ADDED PLAN VIEW PUBLIC WORKS DEPARTMENT / No Revisions: I Lost Modification Dote: Mar 13.2003 Initiols: Q 1 1 S 1 H. STREET (((/� WCR 15 Full Path: M:1-Aaiw PIONtblWCR IS,WCR 72SP WCR 741oMgnlDnwInon P.O. BOX 758 Designer: CAMERON PARROTT Structure VCR 72 t0 VCR 74 0 Revised: 3/13/03 GHONE: CO. 6 0758 Willi Drawing File Nome: pCp08002.dwp Q PHONE: (970) 356-4000 EXT. 3750 � p . _ -r -�--r Numbers Acad Ver: 2000 Scole: 1'=50' Units: English Q FAX: (970) 304-6497 OOIORADp Void: Sheet Subset: 4 or 8 Subset Sheets: Sheet Number 15 �� . _ -.., \�� ---,� -. LINETYPE LEGEND ` • .� `t .` ------ ROW ROW ROW- AI St* 25+48A0 `'•.,cu ,.�.... - w-, _�� CUT CATCHUNE -'�` - FILL CATCHUNE - N = 82328.83 + ` NEW CENTERLINE - E = 49997.19 W `y ` NEW EDGE OF PAVEMENT I = 14'14'45'L '\ ``,, a •mot` ��_ ` TEMPORARYFASEMENT - TE 1 , a `�., -- -' "`� --- PERMANENT EASEMENT PE Y / H EXISTING 24'`PIPE TO BE OVERHEAD WIRE -µ = OHW ----- NEW i` `24:,.. ` _''- FENCE _ M _X __ •_ CMP LOCATION o_ RELOCATED AND LENGTHENED `�---_ �' 4�,!'' -_„`V^ EXISTINGCONTOURSNG EDGE OF �D --------- --- T❑ DRAIN FIELD INTQ CANAL '—•-_ — SILTFENCE SF w Nov - wov my, iav ' „ NOV NOV ,— you MN Z.-11/......, NOV Gov eov• _ _ .. ER❑S1Ot BALES,I. . -..''''.4, -'_ , —, - .or NOV Sw (Set M �1) CO '` .` ,� . •,,, NOV NOV' ti // ;�; I DITCH-ROAD ACCESS MUST BE `'`---_, ��-`--•, _____ '--`~' .�` REPLACED T-Q MATCH EXISTING EXIST G FENCE TO BE •-.--.\\- �� -," _ �! \ "'-•----1, WIDTHS ON BOTH-SIDE OF REMOVED-D 'AND_ RESET ,g� _ CANAL. ` .._ O ` _ �. '�• • [.'`" -^•--+ _,_ _ A is A Ate_"••,- -1� '`.-.. - A A _!`y' ''.%4.4 �__� —r..—____- AIL.^_ _` .Q-__ • '.:11' ... � ^ '_ -\ Yw•yp -'�+� •y / ..•..-._.,_-. ..v.._ 1 V W _IA �J�J r---ii---r---x--(...1--r---ii--- -.1==t-=.7:!-7.-....r`-13,-1' , -�Y.^'_-1�' -Y-K- - z -x -� •,�� .. i --^-H- �_ O Cj----- 0 Off'.�� - • ••rir `aa/ • 3 � ..- . .-'_. _.,._. fir. �,. . . _ _- _ -•~^ _.. --• T G_87�11•a.-.-�� qpy fpy 'ie `,pIK' `iJ101}' '.'s'„""'^. _ NOv IIOr_' - -A0is eP/ 77e�# ws -, ..-.._ tlr - ION 4N MV KW New RN APPROXIMATE LOCATION OF .' '\ \ •• •�ti l\`Y` -kti • _ _�—. . .� _ - _•�. .�- - - _ + _-�_ NEW FIELD ENTRANCE / ' ; '``, ,,.1 n rc tc rc arc tc n u s SE it a ?c n n n -� 1 —� 'DRIVEWAY' FINAL LOCATION. �. `‘..,\, TO BE AGREED UPON BY ' :1,`,• �` �'• - CONTROL POINT #4 \,. -- -- -- -~y'' OWNER AND COUNTY %� P. ' \ i i • E1/4 COR SEC 6-6-67• �`•, ��` "--_ _ _�_ �_ _._ -- '� I.i \ ,, N 82,611.225 +N, -.,..- �..- t:' E 49,995.838 . -" -•-.__ ---- __..-- ...-:,„-.,-" v' i` 5 ELEV 86 -- _� 144' NEW 8'--.SPAN x 5' RISE •ilk - • J 4 4,04 - - - ___--._._.,._..____ . ._- - - . ..''`•,._- • PRECAST CONCRETE BOX W/ ,tll 1' ,, , WETLAND BOUNDARY J._`__-.__ ' '---•_.� "" .-' • WING AND HEAD 'WALLS. A ₹ �� •1 EXISTING HEADGATE __�-J- __- f+,_ �" �� ENT. FL ELEV. - 4859.15 ` ( ` 1 TO BE REPLACED ,.' ti - `�- -`'•"" y,r. -�'" '`... - fl ► I I' I. BY OTHERS �� _ '-,. -•- "r`r '� - " EX1T''FL ELEV. = 485$.99: ij --- ., ..- C LIRE CROSS'/ ✓A /� '!- ILT FENCE /�" ___ _ _ �`/'ter ► - •_.�. - ---- -- ,- SECTIONS-FOR ELEVATION Y fr r' 4 /' R _� '"_ ^- -. _ ___- � _ ''.. : _ ..._ DETAILS AND`TABULA#ON -/r�% i -�"`� .r- r -- -Y �._- �" __ _ SHEET FOR ENT ANCE At� IT a / -_--.; —•", --------- __" _ --- --......� '"' ; STATIONS AND OFF''SFTSY�r.',I ' ,!i /05 - - ---- _._--- �. J w!�^- ---"'_ ------ -� _- _ """ - -r .✓' f '•_,•- 1 MINOR CHANNEL RES 1NG ' 1 i f- _.. -- ___= -=='- '"--- '. ,-- WILL BE NECES '":E9R3 __-�._- r - � �:... _ _ -.- �-'' .'•� r f SSA X ( ''~�~ -----=--" ✓ ...-,--"....e _ ..� Jr — ____ — ----•., -`r FLOW LINE OF i/ f l `I • ' �/ -=- _ 1 r%� SEEPAGE DITCH /; /f ,r. !'r ,,„"----- _,7,_____,______)!' _""-.. - --� GATE VALVE AT ENTRANCE �' �M i • _ r• v._,_•. -- . .. ............. LINE AGE INEr ,./4`/ - � "` �'''� SECTION -. T❑ TILE DRAIN L TO ,--- ,f; 'f l��of' �� i� -'"'... _ _ — '.. �`' r: BE REPLACED ! f ,/' / / / /� // _„ G� f •ri __ TILE DRAINAGE LINE ____—_----___,.s.7..„....-...._. ----_,,,,, �. •--~'- r�r- = • j t /,, ,/ 'r /l, (APPROX. LOCATION) j � '--- ..--• . o--� `�4a� i? ',1 j //1.J Computer File Information Sheet Revisions WELD COUNTY AS CONSTRUCTED Project No./Code Creation Dote: 10/14/02 Initials: CHP Rl 2/13/03 FIELD ENTRANCE CHP — PLAN VIEW Lost Modification Dote: Mar 13,2003 Initials. PUBLIC woRKS DEPARTMENT No Revisions: 1 U 1111 H. STREET t VCR 15 Full Path: M CU ,1-AvoProlo s1WCR W t5, CR11toVICR714),KMDnwrp1, P.O. 80X 758 I .' �1 Designer: CAMERON PARROTT VCR 72 TO VCR 74 Revised: 2/!3/03 Structure PHONE: CO. 80632-0758EXT. Wine ' Detarler: CAMERON PARROTT Numbers Drawing File Nome: ACp09002,dNg O PHONE: (970) 356-4000 3750 � 'Sheet Number 16 s, ,,4 V.. anon Scale: 1'=50' Units: English U FAX: (970) 304-6497 Qp7•,pgADo Void: Sheet Subset: 5 OF 8 Subset Sheets: LINETYPE LEGEND NEW 4x112'x36'0 RCP W/ FLARED END SECTIONS ROW ROW -ROW- CUT CATCHUNE GRADING TO BE DONE AROUND ENTRANCE AND EXIT OF FILL CATCHUNE -- • - PIPES TO FACILITATE DRAINAGE. • NEWCENTERUNE (SEE STRUCTURE CROSS SECTIONS FOR ELEVATION • NEW EDGE OF PAVEMENT DETAILS AND TABULATIONS SHEET FOR ENTRANCE AND TEMPORARY EASEMENT TE EXIT STATIONS AND OFFSETS) • f t PERMANENT EASEMENT PE --. WETLAND BOUNDARY f OVERHEAD WIRE 0HW J FENCE ----X X Ir EXISTING EDGE OF ROAD —•——---— — --y —-- ,e f EXIS77NG CONTOURS --•--- i SILT FENCE SF , �! 1 1' AREA / TO BE--MUCK_E CAVATED 2' BELOW • . . � /y _ BOTTOM OF CONCRET PIPES-Cf7VERED �- ' ' ar / / / - • .•• - ' W/ GEOGRID AND FILLED WITH PIT2UN - ____-___ '`` ••••• / - f - -- ---f""�' '" BACK TO BOTTOM OF PIPES ELEVATION. - - - _.____ ••''�_ - EROSIO ALES (SEE M-208-I) f_�J �----- Y-- -- �� ACTUAL EXTENTS 0FVEI €REXCAVATION TO l*,�� f ,----- ---- -�.,_ BE DETERMINER XN FIELD. /- __ ' / '`` ---�`" —._______-_.._.._._. y-..----- �✓_ '"_ _ '`.� --._.r - � -- sw ao�+ KW — ^_per=-ry. �- I -'-- r . '---` — _im_a-�"Cgi,— �.-.r�M.r;o,;• ma, �,,C �y ,,rte a..,._�_2•- '' t��j' 11 `•• :r ..ss%s ' + :�'f " . _r~"" ! � ,/'�� •• - -_;...,-'.''•�" f - -_.-/.�t.:,:.r� ,sL . —��:�—x— •x x—I-- --x--g— a�i�-c^, %....---.16 t '�e►�►. , a • , x —._x-4_.��.x—_z.-_x...._r jara—cam':—k--�k�■--- /~ x...--...etc.—w. 1 ___,....r.--'" ''.r��"—.►w�-,-.r -__- (1t } �„ ._ -�a'A►' CO r N 00'01'37' V \0 .' �' G� i/ -- �^`�'- - ""'_ �a �=� �� R=45 EROSI❑ •BALES - .,. - .,._..%� =:. ;" A - �` , • R-q rte~ - ' "�- Nov , car maw stt r— ROW --,-.- WV /'�\ \\`��- �" ,._ � ..; o-►. ,/ c.,-.) 0� r•Lam=...... 1.—/ •'' ''"/ ice•:' 3p• -.-.. -`� ► `.•-`,r:% ' : T, It �. _,�" {=_?'1c h-- •-./. Tc Te -, a ` It ' 7.'-- ../ �.- /�' ��_✓ $>y - r- / �. 1 „"_ CONTROL POINT )1,7,-- ___, -. - 9 R=50 _��1; Af2EA TO BE OBLITERATED �''�� ' Fi 8 -�— __r— .__., ,„ "" +sl ��''" N 83,906_,,...553- ,-, / 1394 ,/• - AND RESEEDED �- �./"� - - ..„,„.„..-----,;.........;;;;;:-...---.-- -------• - r E 50(131-: 6 �-� r .-'" / pE,�q y� $ ..r .�'�,-"=� ,- %r J EEG 4,881.87 ...--' ---- SE,EPAuE DITCH- i'/ - ' • -'''' /� L81,- �.� '. ,..' f � J �, - ,..•:J, /J �� " PAVE�9A 25 INTO -'" , ,1- ECOW�II�IE `' ,�/�- g `- . -- �""�� I RSECTION OF par ✓ J'""� .r,r` .i .. �''// --.---- CR 15 ALIGNMENT' --' 01.4 �� f r i.• t•-''-,.,e'' //// -'f-�.✓.r �S X75' OF' NEW 24'0 CMP , /i /" r, "�/' ///'' .-----„ T.,.,--''�/�, f W/ FLARED END SECTION /`� ,,'' ,,� Mgr �� .'"' ter/ �,r� ,lei f/ j ENTRANCE STA. = 37+6$,�1 r� r ,. -- j' �.r .� ` -"`:5-•pcir„-----;,00;...!4>-1.--‘-' , EN '. FL ELEV. = 48 $61 / ,� ,/''r' i� ,r. i ,,,� ,� 1 EXIT STA. - 3 0.00 /` ,,/ f�'- -'� cr,2,4,-o„.- ��''•,,,;,,�s - ! /EXIT FL ELEV. = 4869.66 cbA / / / s 4 ,'� XV ' I i / STATION 38+0000 CL �'� ,-- I ` j / NEW ENTRANCE ONTO J' / �M �'g'' I , OLD VCR t5 ALIGNMENT r 1 Computer File Information Sheet Revisions WELD COUNTY AS CONSTRUCTED PLAN VIEW Project No./Code Creotion Dote: 10/14/02 Initials: CHP O - PUBLIC WORKS DEPARTMENT ®IIts No Revisions: Lost Modification Date: Mar 13,2003 Initials: Q 1 1 1 l H. STREET ! VCR 15 Fuji Path: M ,a- .eloiscONWCR 15,wCR n to wcRr•1e.crlDn ivgs\ I=P P.O. BOX 758 Designer: CAMERON PARROT T VCR 72 TO VCR 74 GHONE: CO. 5B0632-075840EXT. Wine Revised: _ Structure i Detoiler: CAMERON PARROTT Numbers Drawing File Name: RCp10002.dwq Q PHONE: (970) 356-4000 3750 O Vold: Sheet Number 17 Arad Ver: 2000 Scale: i'e50' Units: English Q FAX: (970) 304-6497 pg�p Sheet Subset: 6 OF 8 Subset Sheets: • D ,,csAii3.,• _.: ,,..., : . : , SEEPAGE DITCH , FLOW LINE -- - - ' • a - ""`! " -�--� /.d" __ .-. . - r '_ WETLAND UNDARY/ — _ __ r. j .;sue' _ .,/ - A -y ,' 'm" RCN Rw ' 1 ..� ✓ `� ��.b �,� -a.- -, -�'��s -,.Sr -nom t " ' ' �i1 .mss.�- • ,� .� x —_R, . . . - "'r_z_. __ . . . .f'.--#max H__h_ :' —:,'�.r'"--hxf...Jx.__x —� ,. x'—x,-- x �.i. - .s , ----_,---- --------:-:;--7.-_—],-------- __ , �/ Y_l-�--'�_r -- _ s4o-.^'J- — • --06,--‘. — -.b�ix �_o_hw- -'.,-�hw— —/// ohx�= M'tr — , +a- — orrts - — snv y _ _._._ r C�? # a a I i a R1 'a _'„ - fU �N (,J '\Ja UI - j O� I v N I T r- \ t , 1- j' T,;;ACV Weld County Road 15 0 L Raw 00w ! ,0v I-. ROv ! PP./ �-! IQ)V Rav MN Wu ,`� pay qpy -_� l , Row // Nov m i /! �+ aw pav ay �_ / / / /' / /� - CONTROL POINT „#.7----` • '` / , 'r �/ r ' r� !` i N 83,906.5„.5.3---- /' E 50,43hO6 / // / i /,i EEV 4,881.87 ' 2 EROSION BALE CHECKS @ 75' SPACINGS �� (SEE M-208-1 FOR INSTALLATION) EXIXTING ACCESS TO POND AT STA. 47+47.00 '- -- LINETYPE LEGEND ROW ROW ROW- CUT CATCHUNE - - INSTALL 4'0 P.V.C. PIPE NEAR FILL CATCHLIyrc,,9n — • — ( RI ) STATION 47+50.00 FOR ELECTRIC NEWCEGTE E — TO CROSS UNDER FILL. NEW EDGE OF PAVEMENT TEMPORARY EASEMENT TE _ '7 Z\ PERMANENT EASEMENT PE LJ ZC � OVERHEAD WIRE OHW FENCE —X X EXISTING EDGE OFROAD EXISTING CONTOURS ------- ------ SILT FENCE SF Computer File Information Sheet Revisions WELD COUNTY AS CONSTRUCTED Project No./Code Creation Dote: ]0/14/02 Initials: CHP ( 1 ) 2/13/03 ADDED 4' PVC FOR XCEL CHP - PLAN VIEW PUBLIC WORKS DEPARTMENT /,� No Revisions: I VCR IS Lost Modification Dote: Mar/3,2003 Initials: Q 1111 H. STREET Vets ructure Full Path: MFM1ve PmIe.L1WCR 15.WCR 72 m VCR 7423.62(20020200 P.O. BOX 758 Designer: CAMERON PARROTT WCR 72 TO WCR 74 GREELEY, CO. 80632-0758 WIPE Revised: 2/13/03 Detailer: CAMERON PARROTT Numbers Drawing File Name: RCP11002.dwg Q PHONE: (970) 356-4000 EXT. 3750 O Void: Sheet Number l8 Acad gar. 2000 Scale: 1'=50' Units: English Q FAX: (970) 304-6497 CO RADOSheet Subset: 7 OF 8 Subset Sheets: it LINETYPE LEGEND L_'"-` { !a I . ' *`` '� I I , ROW �- ROW - ROW— " I I I , CUT OATCHLINE .C / s I J 'l FILLCATCHLINE — — 0 - - I l `. NEW CENTERLINE - - - NEW EDGE OF PAVEMENT u . iw..1 TEMPORARY EASEMENT TE _ ! I I , I PERMANENT EASEMENT PE ' OVERHEAD WIRE OHW I �.y !-[.. + ' FENCE -X ti ----_ / • L ��...�1. , EXISTING CONTOURS --- --- I' f I 1 g I \ • 1l SILT FENCE Sr /r n, 3 I• 1 j! I f/ ,• II J- ; H` 4qk. ,.o / y5� Igv /DR\fl fla ^'�"-k-.oa,<- sue N _ 7 [-- %---,Amy +W ��rRW Wu — �N1 - NV's-eM RP! J101.. (� fpv •ov I.. G.._._ % < Y. X a: - -- "t _..- '„ /.1 _ _ +�J `N W— x-_r—x_—.x —_ ..-t.�s_--- - - :_ _F -e.. _ _.— x.�3.__._s.-� ,..\` a --�hw— — —ohw-- — . Ln / cm T T O p 1 O _ t O IN , d9 ___... r �I' l8' Cu V= GRRP I �hW r_'mt�'Z --..._-_' — — w"— -.� =s— — . — + 's-a_' ..-.-_...- - =Y-v.-r .'c r ti'+ Tv p , A 18" CMP INV.=4887.5 \"`1 ' / ew my my - ROW KM ROW ,w - ROW ROW ROW wv ROW ROW ROW "-�..�,` ` /'J li I / :::: itio CONTROL POINT #6 I N 84,958.463 EDP = 52080.00 �,, b,. f ' �I �F v EXISTING DRIVEWAY AT E 50,024.887 N = 85063.78 STA 51+26.00 9 o r ELEV 4,897.54 ( i 1_ / / CONTROL POINT rig I . ' ' + ! NE COR SEC 6-6-67 / L ' i' N I, ' %rj I N 85,274.932 E 49,995.972 t I� ! t :4,1}ELEV 4,893.55 f z I II ii' - F� f' I , III` I f 'I I' I r ! Cal El i e p �I i , 11 I 'l . I , l I z 41.1 +I .. i I'Ili i II N L + 1 I + r l d CI Ni J..'. L1IJ �i I I' i Computer File Information Sheet Revisions WELD COUNTY AS CONSTRUCTED ` PLAN VIEW Project No./Code Creation Dote: 10/14702 Initials: CHP U PUBLIC WORKS DEPARTMENT , No Revisions: Last Modification Dote: Mar 13,2003 Initials: O _ 1111 H. STREET ;1`/y// VCR 15 Full Path: N1-ectla P+Gege\WCR 15.MR 72 u)'NCR JI Nn\Wer iryr\ P.D. BOX 756 4 A\ Designer. CAMERON PARROTT Structure VCR 72 TO VCR 74 Q PHONE: CO. 80632-0758 Mlle Revised: Numbers Drawing File Nome: RCp12002-dwg Q PHONE: (970) 356-4000 EXT. 3750 O Detoiler: CAMERON PARROTT Arad Ver: 2000 Scale: l'=50' Units: English �) FAX: (970) 304-6497 COLC DO Void: Sheet Subset: 8 OF 8 Subset Sheets: Sheet Number 19 r qa r t:. Y1 , 11 '1 1AL Yoe L-tC.31t k1 11 - V 1111h St t. -le M.�' �—L �� r'a, t8 - J : '\'1 Str r`r Ast i.rt.,+ .I 11 t 1 sf _ ',..,,;.:ii.,; \ _ (el p¢ 12, \ \ ',_ sloe 1 iL _ -1 v _ 1 [Mt ₹ ryF.•".:.;`-t' ,�� sc td in%_6 X I f11 r TST6 1 S t Y -yx OOP = 0+00.00 t I I s _ E = 49996.41 iR \ a Y — N - 79818.92 \ x# rn a.Y fir? f $ r = i::C:ex� g,1 Yt +}r. -.1 _ 7 :IbT Jr�A S n _ r .._ z•,T. - -:'4.*:::,'''''''',:::- i z �., _"-j, t: l�' .r, -d{"'^,w` r _ -. .�I '' " - ._ +...+ x05 ..52,1_,.�`vy 1' i i { , -n--.77-,•"3„.„1,--,:p.. l> 1'"^z .„,, 4k 1�5_.a,.a 43 } r2 `,..u-4�'r..i rG r l " .x ,ri 1•: 4 -'t y c -.• •x'. '41i'Ot#P;T me i.. _ // ..� et , .tim 1 .. i'^i �£.h I L 1 �� F- • - N ty- 'dark. 5`"≤" s ..,!,.::„--.$,,,„ - ., ,.,� x4 - ' +, n�4 u. , bl�v s 'e' 5„a++•n �4 ,c.---.1',.-_,.:-,---_,,,...,..-4,..,-;-_--- _,N4 '� yn•. ?£a i' 1 a ' an ,A•A,F. Mks uw - .O $ -'T' ?4' lrv& ^r"' M. e:`( .. _fr.. rx . '',1':::',!,5,1.`'.4 N.`'.4 i.1'$t. .. r - d+l h k, -"' ^•'*x k ins n. A: it d.m yy • a3`t•' '+S. SCALES: v. _ I' = 100' HDR ick. .. a: w :::4 -_ "'�, I' = 20' VER 1 hr� - N„� ' , ; ;' •# {�, ten# „ - - " - ➢. ` )s 4. r 4850.00 - 133% — 48980' N — — — — — —_ 4840.00 - - - -- - ._.. . _YPl_SSA__14±23.09,__4840_00 178/ --- ---_ - o1.33% cu4854.50 1.266 ^JEy` VPI STA 7 2300 1" 0 g2 = 0.10% VPI EL 484520 4830.00 N o _....CURVE_LEN_=.400.00 . ....__.___VP.L_STA_._3+0390 .. .�______ __.__ ._.__.._—._...... g1-=-8887.— ._......._ _..N w___ ___ _ 4830.00 N VPI EL = 4837.30 _ o '92 ,a o VPI STA = 1+2300 n g2 = 1.33% + < r I, a -0.61 o f�ti VPI EL = 4834.10 gl = 1.78'/. - N a J 4820.00 o m 1 = L26'/. 9 + CURVE LEN = ?tl0.00 a w N W ._..._. __. . _._. _._ + r^ 2 = L88% m m 11 9 a e - 0.14 u u 4820.00 -- _ _ . ._......___._.._.1 _w_. __ .. ___...___ _ _.___._.� �__.__.__... ._— _ _ a CURVE LEN = 0.00 - 4: H W J H V W N W 0_ 0- 4810.00 a o a a ? ? 481000 N N -N t` o N M N a in N P ,a Cr' N N N h an d e o a. CO u 7 m — N N N m'd < N P in 0 o m N Olt N m < N in N CO V1 N a`, Ill < h. ,I) N m N N f'1 f'1 U1 N n N P• ry .: P N -. ('1 e'N 1!1 U) N n-ni m U1 N m N N D` f'1 ('1 m m (7 (7 on !1 !'1 ('I.(`t P ('1 P 4 Y P Ill P Irl P in Ifl V1 1(1'1!1 m m m m m.m m m m m m m m m m m CO.m CO.CO m-CO m m m m.m CO m m 4800.00 4BDD.OO �' P f P P P P P P-r P P'P P P-T P P'P P O P I' P _ < - P',O _ 0+00 i+00 2+00 3+00 4.00 5+00 6+00 J+00 9+00 10+00 11+00 12+00 13+00 14+00 Computer File Information Sheet Revisions WELD COUNTY AS CONSTRUCTED Project No./Code Creation Date: 10/14/02 Initials: CHP ( ) PLAN AND PROFILE GRADES PUBLIC WORKS DEPARTMENT ��'///��'1 No Revisions: WCR 15 Last Modification Date: Mar13,2003 Initials: ( ) Ill H. STREET �ffi 4' Full Path; M\MtvePi .cli WLR I5,WCR]2m WGi)alnesipnlDrawiras\ P.O. BOX 758 4 Designer: CAMERON PARROTT Structure `aCR 72 TO vCR 74 ( ) - Revised: Drawing File Name: RC 13002.tl PHONE : (970) 356-4000 EXT. 3750 O Numbers Oelailec CAMERON PARRDTT Acod Vet: 2000 Scale: Units: English ( FAX: (970) 304-6497 COLORADO Void: Sheet Subset: I OF 4 Subset Sheets: Sheet Number 20 r r • ' _ - • _• • . • • • • • • • c. • • • • • • • - _,. • } ~t • .'. • • • .. - r -a,� �. 1 - • • • -.;•�- _ •I L _. .'_1, hn • 1 - • ":7,-:%,.:.7:,,::;;711:" .- Ir. I •1 1 rb4'w - rya NBI_ 4 "y' ."`'..J .�"i.5t 1' i� .� >ti • T z r r YY5 7 `1 /r7 _ 1� "v - 5r �X� �y • • yr s'---::4.4:1 .h 4 Y rY lir •-•-..).11--..:,.: "..1:,:,4 �Or ^1 1V". r y.. jtx.,.' [: f` r: 1 'i::,9'}` �'Ef?_t XZ i Y p _ • _ --III , Y •jv�`" - '' '�"ti:..,T.". --r",- ,v r ' :<t`.p§�. :"Q H. • nyY`a+rr �-ryy�,.: m'w'_ s I µ w _ • 'aY: ri.. _ ... )c � n • < o • • • • NE-V 5' RISE x 8' SPAN PRECAST • m m • o in CONCRETE BO.,.. 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N_ —in In In COCOcocoP PP P P V 15*00 16+00 17+00 18+00 19+00 20+00 21+00 - -- - 22+00 - - -._- 23*00 24+00 25+00 . _- 26+00 27+00 28.00 29 00. Computer File Information Sheet Revisions WELD COUNTY AS CONSTRUCTED GRADES Project No./Code Creation pole: 10/14/02 Initials: CHP ( RI ) 2/13/03 ADDED PED UNDERPASS CHP PLAN AND PROFILE GRADES PUBLIC WORKS DEPARTMENT /�(I' No Revisions: I VCR 15 • Lost Modification Date: Mar 13,2003 Initials: (. ) 1111 H. STREET J/ W Full Path: Ni-ANre ,o1ecs\W0RTS WOR]2mWGRA,DeegnFDrewugsl P.O. BOX 756 p'� Designer CAMERON PARROTT WCR 72 TO WCR 74 ( Revised: 2/13/03 Strocture S PHONEGREELEY, CO. 80632-07 56 WiCP� Detoiler- CAMERON PARROTT Numbers Drawing File Name: RCo14002.tlwg ( PHONE: (970) 356-4000 EXT. 3750 ■ ■i O cn.at Number 21 • • ..1 • • • _ • • b" ,+ny ,1^ oW t � t I F T.• - - .V . " 1 . dY�.• 'M A i • • - - _• x'^-,,. �IJ• • • �s.,�ea ' Ay. _ !yga� k,.tu .r 'y�R' L 2 jtu'�'uc .�� • :^x Y 4 :▪ A` ail.{'', rt.. .,- ! 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I 000%..... i -- -----"" -" -°' -^� VPI STa 32+3700 .r, m a 2.00%' ._--�� m e • g2 2A0% U • o m VPI EL 4871.50 - n vi w n e 1 1.03% .a �� - CURVE'LEN 368.00 48Q➢.0.0 u 9 • u e - 0.92 • t : ± I — - - : — i .. ___. __..__._ 450.00 uu CUEN > > _. ..487D_00 a a • 0.00'/. __ 4870 D0 ........- __...._. .._ _ _ ... . _..__. • --._ _ — Cu voi _4 Li • 44860.00 • m m 4 NEW 11E' 36"ro RCP 4860.00 - _..__. . __ • _ __ ...___ .. _.4860.00 ii. .__ _. .._.._. ... - - u u - .a- -J 4850.00 N w 4650.00 ..... _... _...._ .__..... . _ , .. _. __..... ..... m_...._. _......._ __....._P-^ ..__. .._._... ..__....in..._J..> ci, m om d .0e N N a- Fb ^ o aN ar- Vfc in P ✓o o m to rrn s' In Al u2 N N Vl• ao P lU N LA t1 m Ul-o P n _ m n m'� m m _ m _• m - .: m m n n..o n r n I` m m COm m m Pm a4840.00 mm m mn o 0 m 0 RI n r .o n r, LID n r ,D n _ _ .o m ,a .o m n n m - 41+00 .._.__ _... 42 00 43+00 4840.00 m'm m m CO CO m m m m CO m m m m ...- OD OD m COmP m . -,m._. . . _ _ ._.._._ 0 41 00Project No. Ode a P a co a a a _. . ._ _. P a a P m • m.m m m m m m 36+00 37+00 ...eP a 39+00 40 < ` ` .. Q 44+00 30+00 31+00 32*00 33+00 3^+UD 35+00 WELD COUNTY AS CONSTRUCTED /c - Computer e Information Sheet RevisionsPLAN AND PROFILE GRADES Creation Dote: ID/14/02 Initials. CHP ( ) PUBLIC WORKS DEPARTMENT /(�k� No Revisions: WCR 15 • Sill Lost Modification Dote: Ma 13.2003 Initials: ( ) 1111 H. STREET (/ # WCR 72 TO WCR 74 P.O. BOX 758 Designer: CAMERON PARROTT Structure— Fun Path MD-Active nmeaskwca ts,'NCR 72 isww w�nesign Dr w:n�r ( ) GREELEY. CO. 80632-0758 ' ^ Revlsetl: Detoller: CAMERON PARROTT Numbers ra PHONE: (19 70) 356-4000 EXT. 3750 Wi`� -. V•i•: • l Subset: 3 OF 4 Subset Sheets: '�;�.,. eITTTT.1.-4—.4 r wt r t TJ41 t yi L 1 K .,^4 'ryba vt '� 4 .d rt j :... .. PY. • aX d y��,*-t #p ^ rt S v,--,.,,,,!•‘,-.4.,.:-<J,/,- -,-.. -4-,: k J^+an k� sc3rsa�. �r rysii t'':a�•w '1 r" "?fr4v+''D4.4 Al''-f rj' •@•a ° y y."_"`AJ ` ef,' F }1 7:EgP•n l at,.0,„4, rm.} rtG .4 . .. 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'n . -a9 14, p'. .y�� f- 4`�3'say-"' t ' .,�JF b - i' ' 4Y-A4-v ^ !Iris A.,& s�`§ i 3 ' Ys '"'S {,bx ,3»'+41 '4 ' "; t v §�a .i5 F * a�.��` ;"�' s�`w .Ys+,e�:. t +.. .4 ", f � 3� }e: a,c+' � 7 a i 1 1.a,; Y'" ' n "'""` •ry r •3 t r6r� 4 , y� {3�r ?,::. .-. • 2 *"_ P r Y �P . '41'^'0 d2 i:-,7:- c - ,F " ( a ."_._._____ ..____._.....__ _.._. ___..__._ • E „ • I • ?. - VPI STA = 52+12.55 4910.00 491000 m .__ _.- _._._ .... _...._ .. VPI EL".=....._4H96,S3___.___. .. _.....__ __ __.__."... .. _._ __"___.. _......_..___. ..__....__. .o m "__......... gI 0.33'/. m g2 = 0.832 II CURVE LEN = 0.00 4900.Otl • 4900.00 6 �. • __.._._ __�_ __�— — - 0.337. • > > _ : • 4890.00 •4890.00 .-- �. . ._. ..__ ..... .__._ ... ._._. .. _.. .". ..._____.. In rn_ N en 200/. _�_. .` _ VPl STA = 49+03.00 m o • 4880.00 __ -- -- VPI EL = 4895.50 II Q o n 48809➢- ". _ .".. .... . . ...__., ____ _...._.__." ._._......_.___. --91. =.2.00%-. _._..___..... .. . ........... __.:_._. Q. _��.. .. __.._..._.m. n.... . ..._.__ ...__ ".__..._.. - -__._..._____._. _____._.... ..__.._____„ _ ....___.___ g2 = 0.337.. N u vi m • CURVE LEN = 440.00 r m n ' 487090 .. e _ -0.92 a_ a _• "_.__.... 4870.00 • __ __ _ ...__..._ -� _." Q N m 0' VI o a �'� 'v .o c_ n m N m vii, nl o n o m in Q o a. 4860.00 ill 6 n ._ N ri .-: d (U l7 a; r7 Q N N N N m e W W m m co m m m N m P m m P N N P N a. a. N N m m m mac mm mm m m m m CO m m mm CO CO CO .. .. __, _... . _ ... - --- - -- - '-""_"— 57 00 —✓ --" 58 Q 4'660.00 Q Q Q Q Q Q Q Q Q _< " Q 0 .. . . .-.._ Q __e "...._ __ __"..... ...._...___ ._. . 44 00 45+00 -46+00 47+00 48+00 49+00 Q 50+00 51+00 52+00 53*00 54+00 55*00 56+00 Project N ode oo` 59+00 PWELD COUNTY AS CONSTRUCTED rojec No./Code Computer e Information Sheet Revisions______ PLAN AND PROFILE GRADES Creation Dote: 10/14/02 Initials: CHP ( ) PUBLIC WORKS DEPARTMENT (�/r No Revisions: WCR 15 Lost Modification Dote: Mar 13,2003 Initials: ( ■— 11 i 1 H. STREET �Cy — 1 WCR 72 TO VCR 74 Full Path: a"nni.e crdwarwcR Is,WOO vzmwcn oetoesgmorawl.ps! ( ) P.O. BOX 758 � � Designee CAMERON PARROTT Structure_ GREELEY, CO. 806 32-07 58 'u www Revised: Drawin File Nome: RC 16002.tl ( ) ( ) ■�� Detoiler CAMERON PARROTT Numbers 9 P PHONE: 970 356-4000 EXT. 3750 ■■ O Sheet Number 23 V.i.: � � Subset Sheets: IE - a 00 7 00 60{ I 00 5 O0 4900 30.00 2000 1000 1000 2100 30'00 4900 5900 6000 70'00 800 o 43 fii. & p . 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CO. 80632-0758 Rev No Designer: CAMERON PARRDTTVCR 72 TO VCR 74 iRevisions: VCR 15 Structure Drawing File Name: rc005002dwg PHONE: (97_ WIOe Deloiler: CAMERON PARROTT Numbers `—0) 356-4000 ExT. 3750 O 8100 7 00 ,''` 6000 5 00 40.00 30!00 20100 1000 l 1000 2 00 3000 4000 5 00 6000 7000 8000 42 ° ; ' 1 °� i 71 0 ' ) 4 i• 3 I J 3 \,i � j'. I gi CI N m '�S uis ogJ,3. o o _ s 4860.00 1 -- ^- _.._4860. r Uco 0 `r. c:• F ,_4855.00.__—.._ - — `M ___ _ __— ____. y4j�__ 485SA0_ 0000 � � STA 2100 - - - - �_- - - - - - �-- _4850.00___ —_.—__ ,_ _ - ----ORIGINAL 5L—=.4853. 7--.__ — — -- ---------- �48S0.0 fu DESIGN E =4857.6 i"...3 DESIGN E•RTHWOR o VF = 42.62 L.) ..__-_•-_._. _VE- 0-00— _____-_-.-_— ____ — — — z J- o CD 4860.00- r-- -- v�— -- _—— _ — — --.__�.- ---- -*----- -- --._486000_ "4 co N ,p m in Lv 3 co co(72' _4B55.0 -____.______E-: cg __L .1..). _ ... .--- ,,:s.:,,,,T-6:1O..: 4855 00_ _STA__ 2.0±.00-____. ._._.____._. ^ -- ___.___._._—_s9so.00. 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O I .. l I —F__ e o t O -O !o •c l f �,— ---L----_ € - 1• E a K N b 4 _ -9 411 nO _________f_ r -- N I a C i 1 % 3 4.-____.-.-_..._- • -_. _. -_.-..____.-..-.._�_-_-._.._-.-__l.. ♦ .__. _.__._-- --- ,-._. 4. o o a A O I T • [1000 CY , , N M i 313.21)41„- — -- -- --- _-- -. . -_f-. --- - - __ -._. 4870.00_ in --- ~ _4865.00_I__- -i - - - ---- -...._ _ {- ._.__.._ - ' — — — — --- _ 4865.00_ v) STA r.32+00i S 0 IGINAL Ell =4868.2 a, m _4860.00. ` -- _-- __-_.--- — '_-�- —-- ESIGN EL =4870.7 _—. .— —_.__ ___ ___4860.0%. ESIGN EARTHWORK VF =339.19 N vC 0.2I . n _ -__--_ - ) Q. M � _4.810.00__—_ _ } - --- M---- coo --- --- _4Bzaoa I NLi e4J — - - 4865.00-. CD z STA = 31+00 ^' o x 0 IGINAL EL =4867. 2 in o A860.00_. _ _ — —. —_—_—_. -- ----DES1GN_.EIr.=48.7.0.0 —___,_ — ___—_. 4860.00_ ,Oou p°g"Q�n Ill . DESIGN E IRTHWOR U 0. M VF = 93.55 cg v r i VC k0.32 u -- __ ----- cr'o0. M n3 j .o -'x 0, O x 03 a— _—.__ —.-_-_ ..._— .4 -- --- I —______._ _-4810.00_ J N f - CY A865.00___ '- ----— .— -- — — — — .._—__... -- cN _4865.00.. — — i ISTA =30+00 NE IN 1 .4860.00_ - ,- — - .—-_-----j ---D�tIGILJAL_ L�4866.9L- __ --_!J86000 DESIGN EL =4869.07 — _ 111IGN^ S VI = 0RK ?91.35 t - -- ---' -- -- - -_ -VG...1:65-----�- •-t-------- -- --__..._--_'---_______-._---. 1 a j> c0 _______________ — _ — - --1 c 482_0.00__._.__._ _ -_ __.._��._ _ __-_.__ to m ---- _.-- ---._— —_______ — ---_-_---X87,0.00.. 74 -1 7N �� +R6S.00_! ..___. ---- --- -- ----.—._ „� -____ 0. -_-- _. ___ 4865. _ _ __ _ ___ ___ _1. 0 ISTA X29+00 ]> 4860.00.___.-- _- ----- _. _.. _.._- -_—._.__._t___.._._. 1GiNAu-EL,-0.4865 4____ __—_,_.__—. -_—___--_--- ----- _ 4860.00_ n a £ j DESIGN El =4868.0 i ( (DESIGN E 1RTHWOR it;z z D VF =y66.15 -1- _ —_ ---- ------1- 1 -.-_ ro -o 4- 1- ..... .._ - _ _ -— .._ • s 9 h N A M X7.0.00.- -- ___ _.._._--___--- __-.t -^i ---- _ ___.._�_tezaoo_ CI• o __, O !ss1r _ ._,� L _L ---- _ _ L4J - - -_.- ._4865.00. _1860.00_.- i ---i• — j - - _-----_-..- --__-,,_4 860.00- ' t 13 o STA 28+00 - A 2. ORIGINAL =4859. 5 NUT' EC-ST UC-TUR ---- DESIGN.-.E _•486.70_ " T - I - CROSS SECT( NS FOR' __-- DESIGN E RTHWDR -- —� __—_ —_____._ 8 xi Z 5x8 PDX CU' VERT VF = 21.48 ______t• --... ___.____ _.__- --'__-'-- ____._____ .._ —____ —__.—__ --....—. ______-._.---_... xt Q 80000 7 00 60too 50.,00 4000 100 200 10100 1000 2%00 3%00 4 00 50,00 6000 70100 80.00 m !_._�. Imo_..: —._!� .._ �__..-_. _. . . _ ..._. . - - 0 m r 0 _..-_._. ' _-_-----_ _�--.__-' ____l — i c oli- d 80:00 7 00 6000 5 00 4000 3000 20,00 1000 E 30100 00 300 40100 54+00 6000 7 00 8900 t I o a u 3 1 8 3 I II . . ' a -+_-- — — _____ -----±. -____,i_—, _ i __ — — - -- i — g 0ti — ti a SP. O 1.4 a Iv ro I ca D O 4o' o' 3 t t . .....,__....______ O us i 4815.00 �__._Q- -_ -m_--- _—._-- --- E v0000 — n 0 _J. __ ___...._._.......__—.::___ ._------_r_ITE170.00_ ` I STA =371:00 -- - __ ---+86500_ (I) ORIGINAL EL =4865. 8 '+ I DESIGN El =4872.4 00 --•—.. 4_____ _N0TE;_•SEE --- --_ ------/DES IGN-E�RTHWEIR - .-1. --r , { S RUCTU CROSS VF =151.93 -� - SE 11ONS FOR 35'� VC =8-49 CD RCP D TAILS { to - -_ -_- -- -- ---- ---- __.... - --- ---- -- JJ O W r. 4B25A0.. _ — — m— ---_ _---r--_ —p — --4823.0043 c oo ) ci 1 487014 —LL -; -- -c -- — _—. _._ _._._—.-----___.___ _ v_-_---W ____ -----_ __48]0.00_ ,roc�v�v X865.00 — _ l _ — -------..__-_-- �_ / — ___._.____.___4865.00- ZPA++P ryi �m STA =36+00T— m{'o=ci �— 0 IGINAL EL =4868. 8 x SIGN EL =4871.6 ___.—._ _—.. -.._.__ _.__-___.._.. —_- - _. ---1 o o m m i DESIGN EARTHW0R 1 10' LAT A EA VF =045.4 AT CP EX TS '�o �m VC =22.24 1 a' O 1 J• 0 ; V m 71 O 48,7_5.00_ I Q` �.co 0 Z II { v m 4870.00-_ _- - --- t _ ..� �'_ i.....___-__._____ __ _--- o--_. I -- - �� _4B65.00.�_-__.- —_-�- -{-----._ ___..___.._---.._--- --- --- _—___ _ ___r —._ -_ .....,_ !-_—__4865.001, iACP IQ STA =35+00 )I ° ORIGINAL EIL =4868. 0 D - - I _..-----__t____ _._._—_-__.—--_-_--.,-_DESIGN-EL___4871.5 - ____ —__.--.,_._--__ — —_23 z a n o N `DESIGN E�IRTHW0R N VF =417.13 a ≤• n VC =3.02 N z V) a -I W 4825. { - -_. ..__ __._ 482500..111 fl I 4 i„ n to - - - - - _ I - _- - ------*-_________ ___ ,._487010_ 1 g• a m r - -1 °D I-- •• - . VI D4865.00_- 1 _._..-_ - --,-.-._ ,.,- .___4865.00.. I. D D d -- -__ ____.__._._____ STA =3 4+QO __._. - --- -- a s £ f 0 IGINAL EL =4968.52 O 6 p D ESIGN El =4871.45 --.._. _. _ -.- ___-__I-...-_-_.____ �_ _____ '!DESIGN EARTHWORK ---- -- —_ ---.----- A A - ! VF =369.26 0 o n VC =6.41 9 -� /X n C • /v) ip.A� vI If: n 6' e 0 _4f31* u:i _---ri to f ic41 ty I.V. i in �`_. c..— __._._.,__-cc— _ —_ ,__._.__.____ _ ___•_._______._} 4870.00_ O I — - ` -� 1 I---i , _ _4865.00_.__.._____—_._ ---' -- --.-----_ _.-__._._}_-__,._____.__—._,_,—__-_,_._.-__,----,-_-._-_ _—_-___-._-1_-1..... ,_ __ —._.—_ 1..4865.00._ STA =33+00 t O t 0 IGINAL =4868- 7 c ^A bESIGN E =4871.2 rot •4E -�-- — _ _. —._ _____—_cr { VF = 54.05o p z 1 { =3.75 ta + a801x00 7000 6 00 SOj00 40 00 30 00 20 00 10100 1040 20 00 30Q0 5 00 6 00 7000 80\00 p ro r n I 1__--_I —_. 1-- - —I -- E, — ?-1- a §00 70100 60:00 5 00 4 00 3400 2000- 10.0O— 4_ 10` 2000 3000 40;00 5000 6 00 71100 80.00 45 45 o o o I I I 3e c _..�._._--______ 3 3 ' ' A v p U gI .5 F oA sn W __._._____-_ _____ ____- - _-- ___--- N g cn �' 0 5 ! Ai N a m 3 _labs-oo --___ --_ —__._.__.._ _. ._---T171v---&3 ____,--.__.—.—_---_._4885.00_ co I S H W ---., 11 — — — O I 4 ._4880.00_— I — ___r} _l_— __ _. _.— _ ------.-.--- - ._—____ __ ______— _48130.00_ -0 aq ix ________i_48.75-00_ 0000 — 1 STA =42+00 ORIGINAL =4877.0 DESIGN EARTHWORK VF =480.36 .`--- - ' — —_—-•— — -vC_.�6_S -_ __ — - _- _---1- _______._ ,- ____. _._.__.. _.--- ---- ---- — ----—co 73 i 49ga00_ ---- _--- — _ __.._.—._.---__-_--____.--_.!880.00_ O cr. .co / t 3 N 1ers.00- Cr—t a - ��— ---------_ - - ___-- ----__—_.4825.00_ I J 1 � „4.878 ---.. _—__—.. .S_TA. =4.}.±00 -_ - -- — --- _-. 4820.00_ O IGINAL EL =4876. 5 DESIGN EL =4879.4 — — DESIGN EARTHWOR —— v 0 v v — - — -V F-=110.43 ---------- omo�m VC =6.56 x 75 in O H m 1 -_->____ ____I_______.._ gr I , _ N v ..4880-00 --_ _I _.__v_ -_--__ - -- _.---__.._4880.00_ v on o el m ro / o .o rn 6'1 a ♦ / r. �v / O _ -1 1 — '�*' 4.825.00_ 4.8.7 00.. ___— _— y�..__—._ —ii _.___..._ __�_.. ._____— _--EY in -� A87_0.00_ _ r — ---} - - -— - - —----- - — — ---- ---- -—--._4820.00. � - - I STA =40+00 E� . O IGINAL El.. =4874. 6 MI VI -- - -� ESIGN EL=4877 -- - --- -- --�- - --. -- WI ) � I DESIGN £ARTHWOR J �3/ Vr' =571.51 ---- — - -- -- ----- ' --- -_ V 1189 - - _-_-- - -_— - ---_ D I • 5. a z N I a5. O •-- — L _ - _._ — — — -- -- a - —_.--_____-..--__-_--..__.-- in N ^ /co C ._1.825.00_._._ _ __ --- __._._._.._+—_-_ .4137.5.00-. n 3 v r)t -� ,o --I Er fs. _ d r�a7at _—�.-1, _.--- —`; — ________L. ._—.. — — -- -- — ——- —.—__._._ _—_ 4870.00_ YI /V o STA 39+00 _4865.00.____--.-- --..__. _ —_ _ _---_-.___.._.---ORIGINAL— E =4870: 1 _ _.—_— .__d.865.00_. d 'I DESIGN E =4875.4 �_..—_ I -_.—..._.___ z i I ESIGN £ RTHWOR ' z z 33 _< ! i I VF 65.41 0 0 X I i N a --_ -__r __-___ ____.___._-_---.----__-_-- ---_._--1.----- -.---_ -___ --_ _.-----._._.�___.._ No) ..: &g (INTERSECTION WI OLD WCR 15) o A _4875.00_....__.__._3-,._. _ ______.....__...___,_i.:_____..._.-- -----..._..--------__----.__.--- _ _ ems._._—___487.5.00_ ce —I v ,--I -i824t . _. -'71---.-i-------4-_-_. •------ .__.._. _ __...- _ .._.-.._._. ..-_.--•----..._....__.. ___ _. ....._.__ ...---�1- . .._ - 4870.00. -_____.486500_ 4865.00. _ --- ---- -__ _.-._.__-_.-._--_._...STA.--„38+Q.0‘_._ .-_.___.._.___._- t O IGINAL E =4868. 4 DESIGN E =4873.6 75' xi 24' IMP < o ENT. FL ELE . = 469.66 z 2 :CC ,DESIGN E RTHWORK EXIT FL ELE1 . = 4868.61 - ------- -- F- -V -= 23,44 ero C — __. _.-- — --.-, VC 18.54 "' '0 Z JO t tr O I v " o a loo D 80f00 00 600 '00 4+0 3/+00 2000 l0 0 10 0 2 00 3 00 4 00 5000 6000 7000 80.00 _.. _-_......... __l_.._..�r..J _-...... ..___...._-'____I ..__._.--L__-____.- __ - _-......._—.__. r_ 1 1.l • 4.a ~ 0 8 00 70'00 —60.00 5 00 v4 00 30000 _ 2000 1000 10 0 00 3000 40100 50&00 60,00 7000 8 00 �_- - Z " O - 3 $ n K U � o .N a !D .— _—__— ---_ —__— --. — J O � N p^' o 5 i 1 N -+.v a e. 3 ____.________ ________ ______r______ __ - _ I_____ _____.__ . .... g 0 in 1895.00__.__—.._— —_ __ ---_—_.. ___--- —.__...._. —.__ ___._._— -- --__ 1!J _• --_,_.4895.00_ m vi .so 4890.00____—.—-- co or cl 0000 0 CXi _ _ _ -- - - _4885.00____ —_ �_-. —_ —__._ _ -� 4885.00.. — — 1 ~ STA =47+00 ORIGINAL Cl. =4886.60 IESIGN EL =4891.44 I DESIGN EARTHWORK V) VF =915.34 N VC ■0.00 (gyp - _ - -- ---.______.__...-__�.-_- -_Y -._ __-___ _ - ,tt ) N'0890.00. .._ _ _ -__-_.--o-_-. _C ..._.____-_.__.._._-. ____--_4.8.90.00... N i 1885.00___.___- -)__-. pper..--- -_- ---- -._ / __--_._4 885.00_ fY I 4 ♦ .rte --- .4280.00 _._-_-- . -- - -..-- I - ----------_.._____ -._-- -- - -- � 4880.00_ STA 6+00 ORIGINAL E.. : 883.. 9 6', DESIGN EL =4889.4 i tin v-.-o - - -- DESIGN 0THWOR _ _ a m. m VF =1977,92 Z M -r VC :0.00 - 0 o u"'z A _ - _- ----. _. _.__. --- - - -_ -- �9vi m wi v ...4890.00-- - - --- ----- - -- ---. t _ ____ 4890.00_ IQp /� Y EY CD O �88500_- S_--_. 4. in -- � -_.__- ._. _.-.--_ __ ^ ` — r ___—.---.X88500.. J Z 3 W - � - - / CP V. Al 6880.0(_ _ _� Ce 6c1 __4880.00-. Ng STA =45+00 - 1GINAL-EL--=4881.13--------- _-.----._ .. --_--- -------- I-ESIGN EL =4887.4 __ ----- ------ -• -- ------- fl 4ir• DESIGN EARTH4/Ut VF =1)67.87 a o D n w (/) R• < n o' E7 --- - _— t-- -------- 4885.00r3 Z V) ctico — —_ — —- - °. 1 _---- 4883.0(k H I N— — r m C3 4880.00_-___ _ --.�—.. r --_ _ 4B80.00. l a a a in I r D -4fl35.o0 1^ _ ORIGINAL L =4880. 5 __—._ ____.— 4825.00... . i=i — �- 1. --------- -t STA-. 4 4'+00 ( A DESIGN E =4885.4 i i DI i _< ---.. --_. - - _ —.---------_--_.--.._1DESIGN_E R_T.HVOR __.._-_._,-__--_--_--.—._-.--,-�.-_ _.—_ ' v a VF = 39.64 — - --- I xl n 1 l VC 0.00 o '4 3 • c "" " (n 4'88s.00i_— —___— m X4885.00_ I '-' ._48.80.00_ ro y._._._.. ------1-• --._. _--- _ - --- ---_._ _—.— 4.880.00_. • O t—___ 3 �— — _ -� 4875 oD. _-_ -- ______-, _ ..-____.—__.__.____T-_._. ______ _.___ _ I �ers.ao. g -n — — — — J — STA 43+00 < a - ORIGINAL 4 83.4 4 - -. __ - ez -. CD --_-- �_ DESIGN E =4883.4 f1 - e N C '" DESIGN E RTHWOR o p Z C 1 VF = 14.76 VC 6.52 o Z; W n 'i v 0 + CL 8 00 7400 6%00 5000 4000 30100 20,00 1000 10.00 2000 3000 4000 5000 60.00 70100 8 00 a) 1 _ C ^ 80<00 7 100 60.00 5000 400 3 00 2000 11100 — 1000 2000 30,00 1000 5 00 6000 7 ' a GQO Si00 o Rog 11 !:! T1 P T." o T1 4900.00_1_.__.__ .- v--_ co , ,� - f mm --- ----•----- -- -----------•-'6- - -- _ ___-•--•____.._- ..-. 4.900.00 -, ,, f.‘.2 75 0 s w N +. I 1 N - ,� O ----. 389500 6 489500_.-_-_ _..__-� -_ ___- -..�__..__ ,--.—____ o) N N fi ..... J 8.90 OOJ -... �-"' _--------., 4890.00._ STA =52+80 O(t IGINAL 131 ■4897.117 UESIGN EL =4897.1. --.`:'._.-. ._-__. _ __-_._.-,._ _ -'DESIGN EARTHVORI�--_._-.._ _. -_ ---.__ -- --.-•-_-_._--.--- _ 0000 VF =0.00 VC =100-09 I, 7 in yI as 4900.00 --- _- ------- '---_.___.__---_-_-.._____ .- -- ° _. --____.__.—. 490000_ 3 I N CD 41195.00---.__ ---.-._ - —_ /�_ �:-_ ----------_�_.___.. - - _-_- ____.__ _.___ 4895.00 i 73 N ,199Bt)0`_ -__ -- --- _ -•- —__ ___._ -_ ------- -----________-_._4890.00_ _ -t-- sTA *oo--- _ O IGINAL EL =4896.41 n ESIGN EL =4896.49 N _ ___-.- ---�..__._ _ __-------_ ESIGN.cARJ,HWORk_-____-_.-_______-. -- V:" +0.02 VC =28.77 1 i _�___-_�__-__..._4900.00._.- _—.__ _-, -•---__--_.�- --.p-._— 4900.00_ I • p m WW r v i A vV'i p < _A895.00_1_.___—_.— -- _ IN_ f -- -_- ^.._'' �_ --..- ---- _-... - --_ X895 OQ ' ..gP fn �__ STA =51+00 �N fe,o - m r- 0 IGINAL EL =4895. 8 ESIGN EL =4896.1 p u � 4890.004 _...L _..._. ____....._, ___-.___._-__. - 4890.00_ i 8 N 1 DESIGN k E iRTHWORK� 'oo r„ C) I VF =6189 r,cp a O 1 I VC 13.92 co o Z - -.- -- -- -- ----..4900.00.. . 9.00.00_;---M - --� - - -_ -- _.i.- m °o v m E� o !*1 489.5.00_ a - -- - 489500_ ,STA =50+00 i� I OttIGINAL F]L =4894. 9 I , _4890.00___-_.___._..._-- -_ ---� -•---.. _._.-_UDESIGN EL-=4895:5 4890.00_ ≤. ° N � ESIGN EARTHWOR ----__ _.—_.._�_..—_.-__..----.._ o a I VF = 95.99 I? ≤• (i 4. ` VC =0.00 Z H . N k —1 XI C ---`—'—r--- --_ --'-----.__... ._�..._ —_._..-._......._—__...—_._---_—__-in..--r_.-._._ ---1 ---r k CI ri co r . f'l 8 a I a------ -- - -..-._.._ k --- g _-._.._ - _.4895.00_ •.4.895.00_ __-.�.-_..__ Ng A 4 _ ]> ._4,890.00 _-_ —.-. _ _ -._ _-. .._.•..___....___. � _ -...___.___4890.00. n n d _ ( j � � ISTA =49+00i o 4,o o D O�tIGINAL E). =4892.27::::t —) Z z -< .4885.00 bESIGN El _=4894_5 -.--- -- ------ _-.- l-_4118500.. zr, sr !DESIGN EARTHWOR m a n . I ! VF =427.34 T) I VC =0.46 7 toi 1 I 3 I '" ° _---__—._ �__. — --',.._.__._...-..X89.500_ • I c m V) in ,4.895.00 _ - _...-,...__- in I-1 4890.00 — ..--- -` --- - -- __----- -- -- - ---• -- 4890.00- 0 __--r------�- Z 41%5-oa_`-- --- - ___ -._.'-__-.-.--,STA -48+001 _-_---._---`_ _�-- _______ .____-.._..—_-_4885.00_ 7 -p IGINAL EL =4889. 6 $ _ 1 ESIGN EL =4893.1 p <`u i 'DESIGN EARTHVOR vim n _—.._...__.._ -- =,Si:32_ cr ro ic `-r- VC =0.24 -1p z ` a_ 9 r N \ 70 Li 0 e w Oa 80'00 7000 60,00 5 00 4000 30+00 21100 1000 10100 2000 3000 40.00 50,00 6 .00 70,00 8000 `� . ___ I - _ l ._ I • v r O -- - - - - 1 �-- --__. _,- a g 80100 -7j00 60,00 50,00 40\00 00 20100 1000 1000 21100 3000 40100 5 00 6 00 7 00 8000 O p O i r 7 a a I 17 =! Ei O n 0 3 I a a O V O x U dY - �T N (7 _ _ ____4 ! ,-.-, __ ______ _ _ . g - o 21 2 S w o 5 8 t r‘' Z'•,'' ENT. FL ELEV. = 4865.8 EXIT FL ELEV. = 864.88 3 4BZSA0_ —_._ __ _ _ r—_ --_— _.—_—.�_.__-_- _________________ _._ ____48.7.5.00..f .. .. s_._ �BZO.OQ_�-- J ._ �BZDA� n SLOF�E = 0.%9% I i i I 4865.00_,._.-- .1 _ —_`—_ _ .. — — _ ~ ^ 1-4— 4 h5 i 000 I , L - _• _... 0 36' IRCP IIETWE N STATIONS 36+ & 39+00 I ORIGINAL a. =4865. 0 ____. . —.AIDE TB-$[ -€XGA�IATED c"�'--BE-613V--F6I�W IN(� --- ----- ---- ..---_ _ - OF ONCRE E PIPES, COV RED WITH GEO RID AND FILLED) WITH FAIT RUN BACK '❑ BOT—OM c) OF CONCRETE PIPES ELEV TION. x crn u,' -- ----- -- NENT. FL ELEV. = 4859.15 EXIT FL ELE\i. = 48 8.99 ---� -' -- -- — _.,. .... -- -- - --- — -- _ •,- . �B65 00_ —_ T ____ • -------Al_ r— 4865.00_ ,�esano - ` - — _ ----- .-,--.-.f. _..__. .__ _- --- - — - -- ----��=- :amP�m - ' �mg zo St E = O.II% • c no v A g *.4.855.00_x_-- _ _.-. —_- --___—-- — — gm-4R m r 5x CON BETE BOX ULVERT ig c m r 0 IGINAL EJL =4863. 2 ..___......._ --- --.._._.__._.._._ _—..—.. .--------,_— -,----'-- —•-•-----'--- 1 1 g3:-3 O K A m� i I I O g Z NT. FL ELEV. = 484811 EXIT FL EL V. = 4846.68 4B55.00 I _ _ /__.. - - �fi !J { SLLE = 1.63% _4.850.00_ -.- __.._.-.� -. 1iTIjI ;JiTLtS -.--_�__- 850.00_ ?. ° 0 i. _ i _ _Li_ _ 1_,-, - - _ _ _ ..r._ • . . _ _ 1 " _ _ c 0 ._4845.00 _ ___-__ -- -..�, -_-•-- _---•-_4895 00_ 36' RCP tETWE N STATION 16+0O & 1 +00 0 IGINAL EL =4847.17 1 C - -- - 1 _ _..__ ._ -_ ----- ---1 r --- o ,o 3 _-_-_.____ ____� -______—. n ci In �--I NEV HEADGATE a 23$ C A A ENT. L ELEV. = 4858.88 0 O n -' - x 4860.00--- -- ... —_----.«-_ _._._____ --- ___ -.. -- .--- _._...___/____' ____ �~ 0.00 Z o __ /-- .I 3 9 ' ELBOCI AT PIPE ►.X T TO { / o i T RN WATER DOI/NSTRE M y Io "' 6 4855A0. -_. _ -. -- -- - --- -1 4.850.00_--_--.--_----. ---_ i. r_`__ _-_.._-_ _ -_-` 5. _-.___.____.__ -----X850.00, i © c! - i ..."------- (/1 r '" ~ ~ { pLOPE 2.00% ' _.8;5DC — ----f .__. - .. ___.___.__ ---•----.- 18'ELBOW-- R < o EXIT IL ELEV. = 48 6.06 f Z A m 1 Cr l7 oA z 15' CMP FR M LAKE CANAL, UNDER NEV ❑AD, O NE4 IRRIGATION DIT2H _ ORIGINAL EL =485 .75 a Q 80:00 7000 60100 50.00 4( 00 30:00 2000 101 it 0 10 20100 3000 4000 50,00 6 00 7 .00 8000 li I , `` $ 8 8 g q $' I 8 m in 2 mI m co m m m ` ui m �I s ! i m. {{{I II I o • • i -r �..---_ -+-- _ b�.j, ! i 42 C v 43 i illIer ' 119- I o 1 I % �— qr....likEleFC. co� 11 tie'eral••erte re-6P8Y16'rgn , I I , ► o .1 I r i t46 1 Io Vii ' 1 TI infra ,m in j a a n j m W n f NO' C I� f r iI !-, w+ ..a10 -wt., N uain i II ti lJ W I it j W -z u V IQ-Z Zt..> W Z QaZ zk' i Itn2H a I 0 V)-La N`�IA_. , .. j - J ___L_ _ J _. o..__- o —^ o_ - I II • i _ { _ _. I I a o Ift • 8 - - - --- + e� f jM "Del-021— Del— co-Lrsea 'sal- MDel Se•9r81eL *Gr- + o in c I '3'1—( •3.1 '3.1— ._ 8 T- - -b..--I r. I I k --- _---__—..----- -'--- - I .- . a For 8 8 8 8 8 o a 8 0 .O In in .D N in 1n in .TI W a:4. m m m m Computer File Information Sheet Revisions WELD COUNTY - AS CONSTRUCTED Project No./Code , Creation Dote: 1/29/02 Initials: CHP 66'0 CMP P UNDERPASS y PUBLIC WORKS DEPARTMENT No Revisions: Last Moditicotion Dote: My 13,2003 Initials: Q 1 1 t 1 H. STREET VCR 15 Full Path: M_,-Ae,iw Pmlka,WCR 15,WCR 7210 WCR 7o1pnlpnApnwN pd P.O. BOX 758 filtilli Revised: Designer: CAMERON PARROTT Structure VCR 72 TO WCR 74 G E CO. 80632-0758 Detoiler: CAMERON PARROTT Numbers Drowino File Nome: undermost.dwo t—) PHONE: �E�OC(970) 356-4000 EXT. 3750 O K CROSSING AGREEMENT THIS AGREEMENT;made this 14thday ofJanuary 2003, between THE LAKE CANAL COMPANY, hereinafter the "Company", and THE COUNTY OF WELD, a political subdivision of the State of Colorado, by and through the Board of County Commissioners of the County of Weld, of P.O. Box 758, 91° St., Greeley, CO 80632, hereinafter"Second Party",WITNESSETH; In consideration of Thirty-Four Thousand, Four Hundred Dollars($34,400.00), and other good and valuable consideration described in paragraph 3, the receipt of which is hereby acknowledged by the Company, the parties mutually agree as follow PROJECT DESCRIPTION Weld County Public Works Department is realigning and paving Weld County Road 15 and will require a new canal crossing as Dart of the road project. A 5' x ft'x 144'new concrete box culvert will be installed in Lake Canal to carry WCR 15. LEGAL DESCRIPTION AND COMMON LOCATION The project is generally located in the SE '4 of Section 6,T6N,R67W, anoroximately 2600 feet north of WCR 72 and 290 feet west of the existing WCR 15. WHEREAS,the Company is the owner of a ditch and right-of-way,hereinafter the"ditch";and WHEREAS, Second Party desires to acquire a certain right-of-way to cross the ditch of the Company as described above. T NOW,THEREFORE,in consideration of the mutual promises and covenants expressed herein,the parties I mutually agree as follows: 1. The Company grants to Second Party a right-of-way and easement to construct and maintain said structure or device(hereinafter referred to as the"culvert and crossing"for convenience)within the ditch.The right-of-way shall be exclusively to Second Party and shall not be used by any party other than the Company and Second Party without the written consent of both Company and Second Party. 2.The Company grants to Second Party the right of ingress and egress to and from said crossing location,as necessary and reasonable for the exercise of the purposes of this agreement. 3.Exhibit A attached and incorporated by reference illustrates generally the requirements subject to changes in the field as the Company may require. Second Party is responsible to furnish THE LAKE CANAL COMPANY, P.O. Box 104,Lucerne, CO 80646, accurate measurements and information to the Company. The Second Party shall pay$5,000.00 to the Company for a crossing fee for the culvert and crossing.The Second Party shall pay the Company $21.900.00 not to exceed, for the replacement of two headgates and the addition of one headgate located near the culvert and crossing as shown in Exhibit A,and pay the Company$7,500.00 not to exceed,which represents half of the total estimated costs for the purchase and placement of a canal liner at the location shown in Exhibit A.The Company will be required to perform or contract all work and pay for all costs associated with the construction of the headgates and installation of the canal liner. The Second Party shall be held harmless for damage to Company's facilities for activities being performed by the Company or the Company's subcontractors. The Second Party will replace an existing tile drainage system. Agate valve may require replacement located near the beginning of the tile drainage ` ,,c system. The tile will be replaced with a new plastic drainage system. The length of replacement of the file c ant is - L � - din Inhibit " The actual length of tile replacement will be determined during construction.The intention is to pr.d ^ replace that portion of the tile drainage system that begins at a point on the north side of the Company's canal and will U•p e.L,. extend to a point 10' west of the new ROW line for WCR 15, as shown in Exhibit A. The Company shall be held harmless from any damage to the Second Parties roadway, if said tile drainage system fails to operate properly. 4. All work shall be performed only after prior notice and submission of plans and specifications to the superintendent of the Company,and will be performed under the supervision of such superintendent.Field inspections will be conducted as needed.Field inspections must be conducted at initial stage of planning and at completion for final 1 EXHIBIT 5iir / inspection. Inspection by the superintendent does not warrant or guarantee the work or materials with this inspection. The Company's superintendent shall resolve any questions after options and expenses arc considered. 5. In the event any sum is expended by the Company for emergency repair or maintenance of the ditch,which repair or maintenance is caused by the-acts or omissions of Second Party in constructing or maintaining the culvert and crossing the ditch, or which may reasonably be attributed to the existence of the culvert and crossing, Second Party shall reimburse the Company for such expense. Determination of whether repair or maintenance is necessary, and whether an emergency exists, shall be at the discretion of the Company after notice to Second Party, and such discretion shall not be unreasonably exercised. 6. Installation of the culvert and crossing shall be entirely without disturbance by Second Party of the flow of water in the ditch, unless permission in writing is first received from the Company for such disturbance, Any subsequent repairs,replacements or maintenance that might affect the Company's use and operation of the ditch shall occur during a time period when the ditch is not being used to carry water, and be completed before that use begins. Second Party expressly agrees that it shall be liable to the Company and/or its shareholders in damages for any unauthorized disturbance of the flow of water through the ditch,to the extent that such disturbance is caused by or due to the activities of the Second Party or those working on its behalf. Upon completion of any activity upon the ditch right of way by the Second Party, it shall clean the ditch and ditch bank area to place is in the same or better condition than it was before the activity began,including the compacting of any disturbed soils. Second Party agrees to place and maintain signs on both sides of the ditch, which indicate the ditch right-of-way to be private property and entry upon the ditch right-of-way is trespass. Signs shall be located at points that do not interfere with the operation and maintenance of the ditch. Double ten-foot metal tubing gates shall be installed at the four entrances of the canal roads from the new WCR 15. 7.In the event that the Company finds it nereany to perform emergency repairs to the ditch,either now or at any future time, the Company shall be wholly without liability for damages to Second Party as the result of the performance of such repairs,except as to such damage as may be caused by the Company's negligence. 8. Installation of the culvert and crossing shall be entirely without cost to the Company. If nerrccary, the Company's attorneys shall be directed to review this Crossing Agreement, and to consult with Company officials or employees as to its contents and effect, and Second Party shall pay their fees and expenses, in addition to the consideration earlier recited. 9.The Company shall have fun power to operate,maintain,alter,enlarge,relocate,clean and manage the ditch as if this Agreement had not been made, and any expense or damages caused thereby to Second Party shall not be chargeable to the Company,except as to such damage as may be caused by the Company's negligence.It is specifically agreed that normal maintenance and repair activities,including the operation of machinery for such purposes upon the ditch right of way and within the ditch itself,shall not constitute negligence.In the event,however,that any such action on the part of the Company could reasonably be expected to affect Second Party, the Company agrees to give prior notice to Second Party,and to cooperate to avoid injuries or damages to the line. 10. This As...emeat and all the terms and conditions thereof shall extend to and be binding upon the successors and assigns of each of the parties hereto.This Agreement shall not be assigned by Second Party without the written consent of the Company. 11. The Company agrees to record this Agreement or an executed copy thereof at the expense of the Second Party,with the Clerk and Recorder of the County of Weld,and furnish a copy of said recorded document to the Second Party. 12. Any notice required or permitted hereunder shall be deemed effective when deposited in the United States mail,postage prepaid, certified mail,return receipt requested,and addressed to the party to whom notice is to be given, as follows: If to Company: P.O. Box 104 If to Second Patty: Weld County Public Works Lucerne, CO 80646 Att: Wayne Howard,P.E. P.O. Box 758 Greeley, CO 80632 2 • or such other address as may be furnished to the other party by written notice. 13.This agreement is contingent upon,and shall not take effect until,the approval by the Board of Directors of the completed plans and specifications of the crossing,which approval must be in writing,signed by the president and attested to by the secretary of the Company, and the giving of notice of such approval to the Second Party.The Company's signature on the plans is also a part of its approval.No work shall commence until such notice is given in_ writingto Second Party. The Company may make suggested revisions to the plans and specifications, and if such- revisions are fully agreed to by the Second Party in writing, with notice of such acceptance being given to the Company, then this agreement shall become effective upon receipt by the Company of such notice. The plans and specifications as approved shall be attached hereto as an exhibit and be recorded. IN WITNESS WHEREOF,the parties have caused these presents to be duly executed by the proper persons, and have affixed their seals hereto on the day and year first above written. THE LA7 CANAL COMPANY By; -/i ,Jg-ac ' Rodney�llelson-President ATTEST: ` / (9-41 � l Date signed: /' /lv _ e 3 By. (/ f' Andy MILS, Assistant Secretary Date signed: - 17-03 SEC AR By: David E. Long, Cha //�� Date: 01/27/2003 ATTEST: $ � E Lam/`, • By: By Deputy Clerk to t't° Ott 3 l 03-da5L - - �I I� V j NG 'VALVEGATE FOR TILE LINE II I ,I :, f �t :l_...._..._.' �.,�r: : OITCN TO BE LINED NEv 144' OF 5'>,8' CONCRETE y TO. PREVENT SEEPAGE BOX CULVERT I I1 T : APPROXIMATELY 220' ! / / a • i ( r APPROXIMATE LOCATION OF I I TILE DRAINAGE LINE f III jj , 1 ; I n• j 1: +4 , NEW IiEADGATE FOR i • 11 FIELD IRRIGATION I 'i I NEW HEADGATE / ! ! "I I•I r i C. • FT s ill ) i 1 1 I � 1 I 4 t ,l I "JI'' tin ii �.. t �,i7I /III! �.'.' . . I I •'%1 II! LWA- riJ teNK£ iff// . +/li 11/71774. 1i:; �� 1 ., �J Tl_£ DRAINAGE LINE TO BE i fit f' jitirREPLACED TO THIS POINT ( Jr i !ll : 1 APPROXIMATELY. 10' OUTSIDE. ; /!J(+ [ I TOE or ROADWAY SLOPE ' . ' ' ii' 1 i ' • u I I /- fj , NEV VCR 15 LOCATION ' I{ I 4,' .' EXISTING VCR It' ► I I j.' r'':^ �/ HEADGATE FOR SMALL IRRIGATION �' I " ti �i""!�••DLTCH..iIl..BE REPLACED ICA :I n1 : PI 1 41 , }• • EXIIIEATA 1 j. i \ Ti IF;.' EXHIBIT D EASEMENT LEGAL DESCRIPTION A parcel of land, bounded on the NORTH by the North line of the Southwest One-Quarter of Section 5, Township 6 North, Range 67 West of the Sixth Principal Meridian, Weld County, Colorado; on the EAST by the west right of way line of Weld County road 15, as it exists on October 11, 2002; on the SOUTH by the south line of the Southeast One-Quarter of Section 6, Township 6 North, Range 67 West and on the WEST by the following described line: COMMENCING at the Southeast corner of the Southeast One-Quarter of Section 6, Township 6 North, Range 67 West of the Sixth Principal Meridian, Weld County, Colorado, from whence the Northeast corner of said Southeast One-Quarter bears N00°00'00"E, with all bearings contained herein relative thereto; thence S89"57'23"W along the South line of the Southeast One-Quarter of said section 6 a distance of 63.02 feet to the POINT OF BEGINNING and point of non- tangent curve to the left; thence 487.14 feet along the arc of said curve, whose radius is 2239.39 feet, central angle is 12°27'48" and chord bears N07°14'47"W a distance of 486.17 feet; thence N13°28'41"W a distance of 272.43 feet to a point of curve to the right; thence 1139.43 feet along the arc of said curve, whose radius is 2357.09 feet, central angle of 27°41'49" and chord bears N00°22'13"E a distance of 1128.36 feet; thence S75°46'44"E a distance of 5.00 feet; thence N14°13'08"E a distance of 197.57 feet to a point of curve to the left; thence 324.67 feet along the arc of said curve, whose radius is 2232.49 feet, central angle of 08°19'57" and chord bears N10°03'07"E a distance of 324.38'; thence N90°00'00"W a distance of 15.70 feet to the point on the upper bank of Lake Canal; thence N26°07'00"E along said upper bank a distance of 195.97 feet to the East line of the Southeast One-Quarter of said Section 6; thence N00°00'00"W along said East line a distance of 50.00 feet to the POINT OF TERMINUS. 969 , QUIT CLAIM DEED .1,774 THIS DEED is made thise day of , 2003, between Alden V. Hill and Ann L. Deseran, of the first part, and to the Codhty of Weld, a body politic and corporate of the State of Colorado, whose address is 915 10th Street, Greeley, CO 80631, of the second part. WITNESSETH, that the said party of the first part, for and in consideration of the sum of Thirty-Three Thousand One-Hundred Dollars and No/100 ($33,100.00), and other good and valuable consideration, to the said party of the first part in hand paid by the said party of the second part, the receipt whereof is hereby confessed and acknowledged, has remised, released, sold, conveyed and QUIT CLAIMED, and by these presents does remise, release, sell, convey and QUIT CLAIM unto the said party of the second part, its heirs, successors and assigns, forever, all the right, title, interest, claim and demand which the said party of the first part has in and to the following described lots or parcels of land situate, lying and being in the County of Weld and State of Colorado, to wit: All of the real property described in the attached Exhibit"A," reserving unto Grantor all water, ditch rights, oil, gas and other minerals. Exhibit "B" is attached as a graphic illus= stration of the written description. TO HAVE AND TO HOLD the same, together with all and singular the appurtenances and privileges thereunto belonging or in anywise thereunto appertaining, and all the estate, right, title, interest and claim whatsoever, of the said party of the first part, either in law or equity, to the only proper use, benefit and behoof of the said party of the second part, its heirs and assigns forever. IN WITNESS WHEREOF, the said party of the first part has hereunto set their hands and seals the day and year first above written. pp/Olio, V ALL Alden V. Hill STATE OF COL RADO ) County of�ti,,,_,e2 ) ss. ) 9 The foregoing instrument was acknowledged before me this I day of Lc ,2003, by Alden V. Hill. tli Witness my hand and official seal this lq day of I A.D. en.3 Q Ms expires: A7-4O--co© 1 Irl ti NOTARY PUSUC J Ann L. Deseran of c ,c ) ss. The foregoing instrument was acknowledged before me thisal{ day ofi ,2003, by Ann L. Deseran Witness my hand and official seal this 4*day of v_A14___ , A.D. 4T13. UA-Nt- Ct\W-)0CtiaSkS\_ My commission expires: 4\1\67 ANN4Aeaut�H� waysoN IIIIII VIII VIII IIIIII VIII IIIIII VIIIIIIVIIIIIIIIIII M{\ _ , sNOMA001M 3394969 06/09/2006 01:39P Weld County, CO I� ti 111 +•� 1 of 3 R 0.00 D 0.00 Steve Moreno Cler & Recorder �lee-',3/t 7s EXHIBIT A RIGHT-OF-WAY LEGAL DESCRIPTION A parcel of land located in the Southeast One-quarter of Section 6 and the Southwest One-Quarter of Section 5, Township 6 North, Range 67 West of the Sixth Principal Meridian, Weld County, Colorado and described as follows: BEGINNING at the Northeast corner of the Southeast One-Quarter of said Section 6, from whence the Southeast corner of the Southeast One-Quarter of said Section 6 bears S00°00'00"W, with all bearings contained herein relative thereto; thence N89°15'58"E along the North line of the Southwest One-Quarter of said Section 5 a distance of 41.22 feet to a point of non-tangent curve to the right; thence 576.41 feet along the arc of said curve, whose radius is 2332.50 feet, central angle of 14°09'32" and chord bears S07°08'22"W a distance of 574.94 feet; thence S14°13'08"W a distance of 197.57 feet to a point of curve to the left; thence 652.37 feet along the arc of said curve whose radius is 2252.08 feet, central angle of 16°35'50" and chord bears S05°55'13"W a distance of 650.09 feet; thence S87°37'18"W a distance of 5.00 feet to a point of non-tangent curve to the left; thence 437.26 feet along the arc of said curve, whose radius is 2257.08 feet, central angle of 11°05'59" and chord bears S07°55'41"E a distance of 436.58 feet; thence S13°28'41"E a distance of 141.03 feet; thence N76°31'19"E a distance of 28.51 feet to the west right of way line of Weld County Road 15; thence S00°00'00"W along said right of way line a distance of 639.98 feet to the South line of the Southeast One-Quarter of said Section 6; thence S89°57'23"W along said south line a distance of 13.02 feet to a point of non-tangent curve to the left; thence 491.82 feet along the arc of said curve, whose radius is 2259.39 feet, central angle of 12°28'19" and chord bears N07°14'32"W a distance of 490.85 feet; thence N13°28'41"W a distance of 272.43 feet to a point of curve to the right; thence 1129.75 feet along the arc of said curve, whose radius is 2337.08 feet, central angle of 27°41'49" and chord bears N00°22'13"E a distance of 1118.79 feet; thence S75°46'52"E a distance of 5.00 feet; thence N14°13'08"E a distance of 197.57 feet to a point of curve to the left; thence 329.64 feet along the arc of said curve, whose radius is 2252.50 feet, central angle of 08°23'08" and chord bears N10°01'33"E a distance of 329.34 feet; thence N90°00'00"W a distance of 35.80 feet to the upper bank of Lake Canal; thence N26°07'00"E along said upper bank a distance of 195.97 feet to the East line of the Southeast One-Quarter of said Section 6; thence N00°00'00"W along said East line a distance of 50.00 feet to the POINT OF BEGINNING and containing 4.415 acres, more or less. 1111111 Ill 11111111111 VIII It III 11111111111 3394969 06/09/2006 01:39P Weld County, CO 2 of 3 R 0.00 0 0.00 Steve Moreno Clerk & Recorder aCC4 / 7* ., .. EXHIBIT M1 P B EI/4 Cor Sec 6FOB©-6-67 © O I 1r 0 150 300 800 limll 1 © C ® a d `o - 0 o a cc wil U ac MEM - C N =0 OA N89'I5'58"E 41.22' © N13'28'41"W 272.43' aV a aD o -'o a' ® L=576.41' Q L=1129.75' © c �r y 0 R=2332.50' R=2337.08' 1 a S2 A=14'09'32" A=27'41'49" a03 CH=507'08'22"W 574.94' CH=NOW 22.13"E 1118.79' a =m_ - V ,d., ON 575'46'52"E 5.00' -cn In © 514'13'08"W 197.57' o a r © N14'13'08"E 13'08"E 197.57' O a o © L=852.37' R=2252.08' © 1=329.64' a e o A=16'35'50" R=2252.50' c a o C CH=505'55'13"W 650.09' A=08'23'08" © 0 =N CH=NIO'01'33"E 329.34' o -00 © 587'37'18"W 5.00' 5 a ip o © N90'00'00"W 35.80' z ,• •o a EC O =437.26' ® N26'07'00"E 195.97' O -m c+) L A=11'05'59" O NOO'00'00"W 50.00' a,rn c CH=507.55'41"E 436.58' c' © 513'28'41"E 141.03' pH N76'31'19"E 28.51' © © SO0'00'00"E 639.98' H OJ 589'57'23"W 13.02' QK L=491.82' R=2259.39' A=12'28'19" CH=NOT14'32"W 490.85' I © NOTE: THIS EXHIBIT MAP DOES NOT REPRESENT A MONUMENTED LAND SURVEY OR LAND SURVEY PLAT. IT IS INTENDED TO SE Cor ILLUSTRATE THE ATTACHED LEGAL DESCRIPTION ONLY. Sec 6-6-67 0 589'57'23"W WELD COUNTY PUBLIC WORKS DEPARTMENT 30.00' SURVEY LVS DESIGN WELD COUNTY ROAD 15 DEED 1 1 DRAWN DESCRIPTION 1 1 DATE revised FEBRUARY 28. 2003 EXHIBIT MAP co3 -/� 0.2CO3 ,Z5--- TEMPORARY CONSTRUCTION EASEMENT THIS TEMPORARY CONSTRUCTION EASEMENT is between Ann L. Deseran, whose address is 13606 Railroad Street, Glen Ellen, California 95442, and Alden V. Hill, whose a ddress i s 318 South G rant, F ort C ollins, C olorado 8 0521, Grantors, and the County of Weld, a body corporate and politic of the State of Colorado, by and through its Board of County Commissioners, whose address is 915 10th Street Greeley, Colorado 80631, Grantee. WITNESSETH: Grantor hereby g rants t o the G rantee, its contractors, a gents and all others deemed necessary by Grantee, a Temporary Construction Easement. Said Temporary Construction Easement is for the reconstruction and improvements to Weld County Road ("WCR") 15, in and to, over, under and across the following described land: All of the real property described in the attached Exhibit "A." Together with all rights and privileges as are necessary or incidental to the reasonable and proper use of such easement. Said Temporary Construction Easement is subject to the following conditions and covenants: 1. The Temporary Construction Easement shall commence on January 1, 2003, and shall expire and be of no further force or effect on December 31, 2003 or the end of the road reconstruction and improvements to WCR 15,whichever is earlier. 2. During the term of the Temporary Construction Easement, Grantor shall not erect or construct, or allow to be erected or constructed, any building or other structures which may interfere with Grantee's full enjoyment of the rights hereunder. 3. As a condition of the granting of this Temporary Construction Easement,the Grantee covenants and agrees to restore said lands to a level comparable to their original condition, ripped o r ,to a liminate compaction d ue to construction use. 71 Li 4. Grantors have been paid a sum certain which compensates Grantors for all crop and surface damages caused to the property described on attached Exhibit "A". Grantors shall be responsible for any re-seeding or planting subsequent to termination of this Temporary Construction Easement. 5. Grantee shall be responsible for all reasonable costs and expenses for any other damages or injuries caused to any improvements upon the property M:\W PFI LES\AGREE\CLEANTEMPORARYCONSTRUCTION EAS.W PD caused by Grantee's use of the rights granted herein. 6. All of the covenants herein contained shall be binding upon and inure to the benefit of the parties hereto, their respective personal representatives, successors and assigns. IT IS MUTUALLY AGREED AND ACCEPTED that the terms and conditions of this Temporary Construction Easement shall extend to and be binding upon the heirs, executors, administrators successors and assigns of the respective parties hereto. Dated this %'day of , 2003 as of January 1, 2003. 4 ow azdia.r. gg..“2 Ann L. Deseran, Owner Alden V. Hill, Owner GRANTEE HEREBY ACCEPTS this Temporary Construction Easement for the purpose set forth herein. ATTEST:ad ," ,:-t♦ COUNTY OF WELD, STATE OF COLORADO, GRANTEE 8'. . We Deputy Clerk to th David E. Long, Chairm P v A JUL 12003 (UI 1 Board of County Com ' sioners M:\WPFILESWGREE\CLEANTEMPORARYCONSTRUCTIONEAS.WPD 73 /fir/ ��`\ Pk cto3- 2'75- EXHIBIT A EASEMENT LEGAL DESCRIPTION A parcel of land, bounded on the NORTH by the North line of the Southwest One- Quarter of Section 5, Township 6 North, Range 67 West of the Sixth Principal Meridian, Weld County, Colorado; on the EAST by the west right of way line of Weld County road 15, as it exists on October 11, 2002; on the SOUTH by the south line of the Southeast One-Quarter of Section 6, Township 6 North, Range 67 West and on the WEST by the following described line: COMMENCING at the Southeast corner of the Southeast One- Quarter of Section 6, Township 6 North, Range 67 West of the Sixth Principal Meridian, Weld County, Colorado, from whence the Northeast corner of said Southeast One- Quarter bears N00°00'00"E, with all bearings contained herein relative thereto; thence S89°57'23"W along the South line of the Southeast One-Quarter of said section 6 a distance of 63.02 feet to the POINT OF BEGINNING and point of non-tangent curve to the left; thence 487.14 feet along the arc of said curve, whose radius is 2239.39 feet, central angle is 12°27'48" and chord bears N07°14'47"W a distance of 486.17 feet; thence N13°28'41"W a distance of 272.43 feet to a point of curve to the right; thence 1139.43 feet along the arc of said curve, whose radius is 2357.09 feet, central angle of 27°41'49" and chord bears N00°22'13"E a distance of 1128.36 feet; thence S75°46'44"E a distance of 5.00 feet; thence N14°13'08"E a distance of 197.57 feet to a point of curve to the left; thence 324.67 feet along the arc of said curve, whose radius is 2232.49 feet, central angle of 08°19'57" and chord bears N10°03'07"E a distance of 324.38'; thence N90°00'00"W a distance of 15.70 feet to the point on the upper bank of Lake Canal; thence N26°07'00"E along said upper bank a distance of 195.97 feet to the East line of the Southeast One-Quarter of said Section 6; thence N00°00'00"W along said East line a distance of 50.00 feet to the POINT OF TERMINUS. 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