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Home My WebLink About20170669.tiff('MLkLALJ- ia99 Weld County, Colorado PROJECT NO. B 1400202 COUNTY INITIATED NEGOTIATED CHANGE ORDER NO.2 Additional Form J for the Addition of Improvements to WCR 47 from WCR 60.5 to St. Hwy. 392 PROJECT: B1400202 - WCR 49 DESIGN -BUILD PROJECT FROM US 34 to 1-76 Date: March 29, 2017 PROJECT: B1400202 - WCR 49 DESIGN -BUILD PROJECT FROM US 34 to 1-76 described in the Invitation for Bids, Bid No. B1400202. Owner: Weld County, Colorado Contractor: Interstate Highway Construction (IHC) The following change is hereby made in accordance with the WCR 49 Design -Build Project — Book I Contract Documents: The original WCR 49 Design -Build contract covered a major 20 mile portion of the WCR 49 Corridor. The project originally extended from I-76 on the south end to US 34 on the north end. The WCR 49 Corridor continues north of US 34 on the Weld County Parkway, which extends from US 34 to WCR 60.5. The WCR 49 Corridor then continues north aligned with WCR 47 between WCR 60.5 to St. Hwy. 392. Per Book 1, Weld County asked IHC to provide a proposal for constructing the improvements to the 3.5 mile segment of WCR 47 between WCR 60.5 and St. Hwy. 392. This negotiated change order is being initiated by Weld County in order to add this additional area of work to the contract. The additional work is a continuation of the WCR 49 Corridor and is similar in scope and character to the work already in the contract. The following attachments contain documentation supporting the additional costs that IHC and its sub -contractors will incur in order to add the 3.5 mile section of roadway improvements into the contract. Additional work items for this change order include but are not limited to: • Removal of the existing two lane asphalt roadway • Installation of 99,560 cubic yards of embankment material • Stripping and stockpiling of 59,460 cubic yards of topsoil • Installation of 85,402 tons of aggregate base course material • Placement of 9,883 tons of hot mix asphalt paving • Placement of 167,135 square yards of II inch thick concrete paving • Placement of 170,000 square yards of geotextile reinforcement • Installation of 15,305 linear feet of various size and material pipes and structures for drainage and irrigation • Installation of permanent pavement markings and signs The negotiated payment terms for this additional work are defined in the attached additional Form J. This Form J will cover all of the work in this negotiated change order and will be initiated by the execution of Notice to Proceed 4. CHANGE TO CONTRACT PRICE: Original Contract Price: $109,589,267.51 Current Contract Price adjusted by previous Change Order: $109,589,267.51 The Contract Price due to this Change Order will be increased by: $21,164,224.65 The new Contract Price, including this Change Order, will be: $130,753,492.16 Xn9 E6067/fr Weld County, Colorado PROJECT NO. B 1400202 CHANGE TO CONTRACT TIME: The Contract Time will be increased by 365 calendar days. The date for completion of all Work will be December 31. 2018. RECOMM ENDED: Owner Representative: County Engineer: APPROVALS: Contractor: WELD COUNTY: ATTEST: Weld CV 6d40;lik ounty . er tote oard BY: Deputy Cler.; to the : oard Date: Date: Date: 3 /z3/iai os/s07 03�i7 BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORAD Julie A. Cozad, Chai MAR 292017 o2oi 7- o eApeorci Interstate Highway Construction March 22, 2017 Weld County Public Works 1111 H Street Greeley, CO 80631 Attention: Don Dunker. P.E. Subject: Proposal Conditions — Revised 3/22/17 WCR 47 Extension Proposal — Revised Proposal 3/22/17 Dear Mr. Dunker: Interstate Highway Construction, Inc. 7135 South Tucson Way PO. Box 4356 Englewood. Colorado 80155 Telephone (303) 790-9100 Fax (303) 790-8524 Thank you for requesting IHC to provide revised pricing for the proposal for the WCR 47 Extension Project. IHC values our relationship and experience with the County and believes that the successful partnership that we have built over the years will lead to a successful project for the WCR 47 Extension project. Quantities have been revised per Summary of Approximate Quantities on sheets 3 & 4 of the Final Construction Plans for WCR 47 sent by the County. General Proposal Terms & Clarifications: 1. Contract to be lump sum; with exception of $1,000.000 F/A Minor Contract Revisions and $20.000 F/A Survey Monumentation. 2. The Contractor has not performed detailed takeoff's to verify quantities as issued in 3/17/17 plan set. The Contractor reserves the right to perform detailed takeoff's and if any discrepancies are found we will notify Weld County immediately. Additionally we reserve the right to discuss and negotiate any cost implications associated with quantity discrepancies. 3. Proposal is based upon WCR 47 being fully closed with the exception of the WCR 62 and WCR 64 intersections, as agreed to by IHC. 4. Fuel is based on current market prices though IHC understands that this is 2018 work and has anticipated that in its proposal. 5. Prices have been developed from a site visit, Final Construction Plans (dated 3/17/17) and RFP notes from IHC (No specifications or special provisions available at this time). IHC reserves the right to evaluate, and if necessary based upon directed scope change, re -price while having coordination with the County. 6. Proposal and pricing based upon WCR 49 Design -Build project specific requirements, specifications, typical details. etc. 7. IHC's prices are based upon all ROW acquisitions & Utility Relocates being completed by January of 2018 and IHC being provided with full project access. All irrigation work to be completed between November 2017 and March of 2018. Additional cost may apply if this isn't the case. 8. Assumed slight cost of living increase for wages due to this project being built in the majority of calendar year 2018 9. Quality Control testing and inspection included for all activities of the project (earthwork, base course. concrete paving, asphalt, etc.). 10. Full contractor -office and staging area included. Temporary services for contractor's office, owner's office and staging area such as electrical, sanitary (port -o -let). water (water cooler) etc. is also included. 11. Construction of 'turn -around' locations for trucks hauling materials and concrete to the project site and work zone is included. 12. Maintaining access to local residents and businesses included in proposal. I'aeIof3 13. Concrete barrier: Quantity eliminated from proposal due to WCR 47 Full Closure being allowed. 14. Removal of Waterline: Quantity removed from proposal. 15. IHC has not included any impact attenuators in its proposal due to the approval of WCR 47 Full closure. 16. Sales Tax on Permanent Materials (assumed exempt from state and county) excluded. 17. Removal or relocation of Existing Utilities excluded. 18. Standard owner procured permits (i.e. storm water, discharge, etc.) are excluded. 19. Importing topsoil or organic amendments for on -site topsoil excluded. 20. Importing Class 6 or any other pit product for the replacement of muck excavation excluded. 21. Spraying or control of noxious weeds excluded. 22. ROW coordination, acquisition, negotiation and purchase is excluded. Base Course Specific Clarifications: 1. All base is priced from the J2 Pit on WCR58. 2. Crushed Concrete Aggregate Base Course material is not included in proposal. 3. Shoulder base is Class 7 material. Earthwork Clarifications: 1. It is our understanding from discussions with Weld County that the earthwork model has not changed in the 3/17/17 plans. The contractor has not calculated a new earthwork model from the CAD files at the time of this pricing submission. If any discrepancies or changes are found IHC will notify Weld County immediately. and reserves the right to negotiate any cost implications. 2. We assumed obtaining construction water from fire hydrants on the southern end of the job. 3. Muck Excavation includes excavation and offsite waste. furnish and install fabric, and importing borrow (dirt) material. Aggregate base course is not included in proposal for replacement material. 4. Flat Bottom Ditches: Paid under Unclassified Excavation 5. Earthwork will be balanced in -place and onsite. WCR 47 Full closure will allow the Unclassified Excavation to be used as Embankment and some amount of import to finalize the embankment item will be used. No other import or export is included in proposal for the earthwork portion of the project. 6. Overruns on the Muck Excavation item to be compensated on Force Account, credit will be provided to the County for underruns. 7. Revised earthwork quantities have been established based on topsoil stripping depth as agreed between all parties. Topsoil Clarifications: 1. Our unit price includes stripping, stockpiling and replacing. No importing of any material included. 2. Overruns on the Topsoil pay item to be compensated on Force Account, credit will be provided to the County for underruns. 3. Topsoil stripping has been figured as 12" in farm fields. and 6" in all other locations containing topsoil, as requested by Weld County. 4. Scope includes replacement of approximately 18,500cy. the balance of the stripped material (41,000 cy) will be loaded, hauled and stockpiled near the county road intersections along the project. for removal by others. Erosion control of the stockpiles (if required) by other. Irrigation Structures Clarifications: Irrigation Piping Clarifications: 1. All RCP pipe is Class III. 2. Plastic pipe is figured as 80psi PIP (Plastic Irrigation Pipe). Higher psi rated pipe increases the price. 80 psi should be sufficient for gravity flows. 3. Bedding for all RCP is priced as imported pit material, figured to spring -line. 4. Bedding for plastic pipe is priced as imported pit material, figured to 12" over the pipe. 5. RCP flared end sections include an 8" Toe -wall (reinforced), per our WCR49 IFC details. 6. Temporary Diversions at irrigation canals or ditches is not included in proposal. Miscellaneous Items: 1. Our unit price for the concrete lined ditch is based on 0.40 cy/If per the details in 3/17/17 plan set. 2. Scope does not include any detour paving. Removal Item Clarifications: 1. Clearing and grubbing includes vegetation. bushes. trees. stumps, and concrete rubble found in the ditches. All other structure.. foundation and building removals and demolition by others. Page 2 of 3 2. Removal of structures primarily includes existing irrigation structures and headwalls. We did find a driveway bridge to remove and a few pipe flared end sections called out on the plans. 3. Removal of Asphalt Mat is based on 8" average depth; removed in chunks, hauled and dumped at the Weld County Maintenance Yard on WCR 60-1/2 (for free). 4. Scope includes removal and/or reclamation of the anticipated 12" thick layer of Cement Treated Base, located under existing WCR47. Material to be processed in -situ (up to 6" minus) and re -used as embankment in the nearest fill. Storm Drain Clarifications: 1. Our unit price for 12" Riprap includes 6" of Class A Filter and Geotextile Fabric. 2. All RCP pipe is Class III. 3. Bedding is priced as imported pit material, figured to spring -line. 4. RCP flared end sections include an 8" Toe -wall (reinforced), per our WCR49 IFC details. 5. One of the 48"x76" RCPE unit price includes removal of two (2) existing flared end sections and connecting to the existing pipes (per the profile view notes). Concrete collars were assumed for the connections. Concrete Paving Clarifications: 1. Steel pricing good though March 30th. 2017. There is a 9% escalation cost to all steel on April 1st, 2017 and every 3 months thereafter. Pricing can be held firm through the project if pre -payment for raw materials (stockpiled materials). 2. Winter Protection: Due to the schedule showing concrete paving being placed during potential colder weather for Phase 1, IHC has included winter protections via blanket covering in its proposal in accordance with the project schedule. 3. Trucking is included for 16 CY loads for wet batch concrete utilizing the Weld County Parkway. Trucking is assumed to have cost increases for 2018 and increases are included in proposal. 4. PCCP shoulders do not have dowels included. 5. Tapered shoulders not included. 6. Jointing pattern and section is assumed to be the same as the WCR 49 Design -Build project. If you have any questions or need any further clarification, please don't hesitate to reach out to us. Respectfully, Cory Allington Chief Estimator A A RALPH C WILSON COMPANY An Equal Opportunity Employer Page 3o13 FORM J TOTAL CONTRACT PRICE ALLOCATION FORM Proposer Preliminary Baseline Schedule Activity ID (When Available) yyBg Description Dollar Value Scope Description (CDOT Specification Section) WCR 47 Baseline Configuration Project Management $ 904,872.00 Mobilization $ 771,972.00 620, 626 Surveying $ 132,900.00 625 Irrigation/Drainage $ 3,738,928.80 Erosion Control $ 119,357.00 208 Roadway Drainage $ 67,210.00 508 Irrigation Ditch Relocations and Stomrwater Drainage $ 3.509,011 80 506. 507, 601. 603. 604 Potholing $ 41,350.00 203 Pavements $ 7,447,009.05 HMA Pavement $ 1,110,458.25 403 Concrete Pavement $ 6.338,550.80 412 Earthwork $ 8,853,531.30 Removals $ 811,372.10 201, 202 Unclassified Excavation $ 363,580.00 203 Embankment $ 1,029,494.00 203,420 Aggregate Base Course $ 3,281,82120 203 Structure Excavation $ 38,544.00 206 Structure Backfill $ 97,430.00 206 Muck Excavation $ 645,000.00 203 Topsoil $ 388,490.00 207 Roadway $ 549,547.10 Guardrail $ 321,703.60 603.606 Reset Structures $ 227,843.50 202, 210 Signing and Pavement Markings $ 552,092.40 Pemnanent Signs $ 61,178.40 612, 614 Permanent Markings $ 490,914.00 627 Maintenance of Traffic $ 241,773.00 Construction Traffic Control $ 241,773.00 630 Landscaping $ 58,471.00 212, 213, 215 F/A Minor Contract Revisions $ 1,000,000.00 700 FM Survey Monumentation $ 20,000.00 700 TOTAL CONTRACT PRICE $ 21,184,224.65 CERTIFICATION „:1, n plc/2 k Fir I, dim Randall, hereby certify that I am the authorized representative of Interstate Highway Construction, Inc. and that Interstate Highway Construction, Inc. agrees that all Work necessary for the Project; including the Basic Configuration are Includ By: Title: the Proposal a he Total Contract Price. v PIA n ; ft, 2tfre. Date: March 23 , 2017. FORM J page 1 From: Sent: To: Cc: Subject: Bob and Frank. Clayton Kimmi Friday, March 24, 2017 2:33 PM Bob Choate: Frank Haug Cameron H. Parrott: Clayton Kimmi FW: IHC Change Order #2 Here is an email from Greg stating they understand and agree to your clarifications. Let me know if there is anything else you need from us. Clay Kimmi, P.E. Senior Engineer Weld County Public Works 1111 H St PO Box 758 Greeley, CO 80632-0758 O: 970-304-6496 x 3741 F: 970-304-6497 Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. From: Greg Frazee [mailto:FrazeeG@ihcquality.com] Sent: Friday, March 24, 2017 2:30 PM To: Cameron H. Parrott <cparrott@co.weld.co.us> Cc: Clayton Kimmi <CKimmi@co.weld.co.us>; Don Dunker <ddunker@co.weld.co.us>; Elizabeth Relford <erelford@co.weld.co.us>; Greg Scott <ScottG@ihcquality.com>; Cory Allington <AllingtonC@ihcquality.com> Subject: RE: IHC Change Order #2 Cameron, I have indicated below in red type that IHC agrees to and understands Bob's clarifications. Please let me know if you need anything else from us. Thank you, Oget fiviet Senior Project Manager Interstate Highway Construction, Inc Ph: 970-381-1743 1 Fax: 303-790-8524 www.ihcquality.com From: Cameron H. Parrott [mailto:cparrott@co.weld.co.us] Sent: Friday, March 24, 2017 1:20 PM To: Greg Frazee Cc: Clayton Kimmi; Don Dunker; Elizabeth Relford Subject: FW: IHC Change Order #2 Greg, Below are some clarification items that our attorneys have asked for. Please respond to this stating that you guys are ok with these clarifications or if you have issues with any of them and would like to discuss further. Thank You, Cameron Parrott Senior Engineer Public Works Department 1111 H Street Greeley, CO. 80631 tel: 304-6496 ext. 3745 Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. From: Bob Choate Sent: Friday, March 24, 2017 1:10 PM To: Cameron H. Parrott <cparrott@co.weld.co.us>; Clayton Kimmi <CKimmi@co.weld.co.us> Cc: Don Dunker <ddunker@co.weld.co.us>; Frank Haug <fhaug@co.weld.co.us>; Bruce Barker <bbarker@co.weld.co.us> Subject: IHC Change Order #2 Cameron, Per our discussion this morning, I want to make sure that Weld County and IHC have the same understanding regarding a number of items included in IHC's Change Order Proposal Conditions letter, dated March 22, 2017 (attached). Please have IHC review these items and let us know if they agree or disagree, and their thoughts on each. Unless we need to discuss further, we can include their written response as supporting documentation with the Clerk to the Board files. (1) It isn't clearly stated, but the County's design plan Bid Set, dated March 17, 2017, are 100% designs and fully incorporated into the change order. Agreed and Understood (2) Note 2 under "General Proposal Terms & Clarifications" provides that IHC "reserve[s] the right to discuss and negotiate any cost implications associated with quantity discrepancies." If there is a substantial discrepancy in the engineer's estimated quantities (as provided in the final plan Bid Set), the County expects that any additional 2 compensation would be determined according to Book 1, Section 13.3, "Procedure for Contractor Requested Change Orders", and Section 13.9, "Differing Site Conditions". Agreed and Understood (3) Note 1 under "Base Course Specific Clarifications" provides that "All base is priced from the J2 Pit on WCR58." Weld County has no objection to the use of materials from the J2 Pit that otherwise meet specification. However, IHC is not limited to receiving materials from the J2 Pit, and if there is any need to acquire materials from some other source, any additional cost of doing so is IHC's to bear. Agreed and Understood (4) Note 1 under "Earthwork Clarifications" provides that IHC "reserves the right to negotiate any cost implications" related to discrepancies or changes found by IHC after calculating a new earthwork model from the CAD files of the final (03/17/17) plans. Weld County does not believe there will be any differences from the 90% plans that IHC previously used for this calculation, and so requests IHC to provide notice of potential cost implications within two weeks of execution of the change order. Agreed and Understood (5) Note 5 under "Earthwork Clarifications" provides that Unclassified Excavation can be used as Embankment. Weld County agrees, under the condition that the Unclassified Excavation otherwise meets Embankment specifications. Agreed and Understood (6) Similarly, Note 4 under "Removal Item Clarifications" provides that reclaimed and processed Cement Treated Base may also be used as embankment. Weld County agrees, under the condition that this material otherwise meets Embankment specifications. Agreed and Understood (7) Note 1 under "Concrete Paving Clarifications" provides that "Pricing can be held firm through the project if pre- payment for raw materials..." Weld County understands that once the Change Order is executed, IHC will take necessary steps to hold steel pricing firm, and that no immediate transfer of funds by Weld County is necessary. Agreed and Understood Thanks, Bob Choate Assistant Weld County Attorney 1150 "O" Street; P.O. Box 758 Greeley, Colorado 80632 Tel: 970-336-7235 Fax: 970-352-0242 Email: bchoate@weldgov.com STATEMENT OF CONFIDENTIALITY & DISCLAIMER:The information contained in this email message is attorney privileged and confidential, intended only for the use of the individual or entity named above. If the reader of this message is not the intended recipient, you are hereby notified that any dissemination, distribution or copy of this email is strictly prohibited. If you have received this email in error, please notify us immediately by replying and delete the message. Thank you. 3 I a. W ce O i W 7 LL o O� Q. J H a z J 0 2 m > 0- ›- 0 cc ZOp J = Z u. O U O 0 J W INDEX OF SHEETS ALL PLANS SETS SHALL BE PRINTED IN COLOR FN J NN Z N Z F P TEN W N d U' p a x x x x 1 NL p e° ¢¢ zi z W N N N J 4 Z y Z S FFw 4 gig RL y g QOQ N�d'Ux1 N�d'�J=J KO Q� N S gF F z 5``��a�Ng�zZii�?ii3o�i��nw"m pra p Q�Ozd� l7 O l7 (J azm �¢yaz pOO� Ow a= °ate '¢a cpi�'��Yjwo>�'osea}u"fX$5ffiffi�a$__$g��LL ef�Bffid N W F�mzaK'-�f � UUUUUUUU gga a (z'JzpUUU U�j o�Nmr�rcm�am3333i333wcyioa�N��3333a 0 TABULATION OF LENGTH AND DESIGN DATA $ PROJECT GROSS LENGTH (MILES) a 79 is $$s 4 3 c Wg. a $ iiV 3 $ $ V 8 '3 g $ 3 3 5 $ ffi a r ffi _ a g m m K" N 4 3 F N U W U U pp n m m O 3 w w 3 "� w ;) U W pp i n m 2 3 U w w' W W pp m 0 n w 2 ; m 2 TOTAL (F1)PROJECT GROSS LENGTH IFT) Y DESIGN DATA MINIMUM RADIUS OF CURVE MAXIMUM GRADE MINIMUM 5.5 D HORIZONTAL MINIMUM S S D VERTICAL MAXIMUM DESIGN SPEED CURRENT TRAFFIC COUNTS 20 YEAR PROJECTED (5% GROWTH) % TRUCKS Project No./Code z I. 2 a As Constructed Sy WELD COUNTY ndex of Revisions O E 0 c LL a E O a Drawing FM Nana az Wd' ow QM 0 Z : i ry ggg@ i g tl i d N a Y, ,, N 1 ag ,3 I! f i N 1 n i 08 o a= v r N b Z b 0 F o e i ; o J i `d' 9 a F ry r a- �� N §, a<` z 2 w b b WN 1y a Q b Z Z Z aJ N :; w j JI N g i N =N• N§ U b b O< 2 N Y p 2 F.Iics OW Vr C S< Z N < aZ N J ,,=.:,. 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N 14 Jl b 9 9 N N N N N N N N Y 022 N 2222222222 2222IOD 22°8 tD IOD b b s s s s s s s s s s s s Project No./Code 2� N I- o J ❑ Z Q 00 Q CCO V/ i 1 i 0 1 d yN a` ¢ Z 3 WELD COUNTY ndex of Revisions E 8 a 0000 I E lest Modped Dale: 3-10-17 I 2 Project No./Code K y Sheet Number 3 of SUMMARY OF APPROXIMATE QUANTITIES z a g ti N o m^ N P N Z N Y" n N N e m N COM N N.8 P P N N^ Fr [O m'^ 0 N' g gi P .- N ` M 2 - Z > J} ua T.L±,- x U w J w J J J I V J L±, a w x J J U a w x 2 2 U U U a<< w w w x x x U U U a<< w w w x x x U U U a vu< w w W J J J J L J J J J J J 2 2 x tJ V U <<< w w w W J J WCR 47 CORRIDOR SUMMARY OF QUANTITIES Cosigner: Man LaPorte Detailer. Man LaPorte Sheet Subset Sheet Subset. ur CONTRACT ITEM Grouted Riprap (12 Inch) Concrete Slope and Ditch Pawng (Reinforced) Concrete Class B Reinforcing Steel (Epoxy Coated) 15 Inch Reinforced Concrete Pipe (Compete In Place' 18 Inch Reinforced Concrete Pipe (Complete In Place) 18 Inch Reinforced Concrete Pipe Bend Section 24 Inch Reinforced Concrete Pipe (Complete In Place) 30 Inch Reinforced Concrete Pipe (Complete In Place) 36 Inch Reinforced Concrete Pipe (Complete In Place) 23 x 14 Inch Reinforced Concrete Pipe Elliptical (Complete In Place) 30 x 19 Inch Reinforced Concrete Pipe Elliptical (Complete In Place) 30 x 19 Inch Reinforced Concrete Pipe Bend Section 38 x 24 Inch Reinforced Concrete Pipe Elliptical (Complete In Place) 53 x 34 Inch Reinforced Concrete Pipe Elliptical (Complete In Place) 68 x 43 Inch Reinforced Concrete Pipe Elliptical (Complete In Place) 76 x 48 Inch Reinforced Concrete Pipe Elliptical (Complete In Place) 15 Inch Reinforced Concrete End Section 18 Inch Reinforced Concrete End Section 24 Inch Reinforced Concrete End Section 36 Inch Reinforced Concrete End Section 23 x 14 Inch Reinforced Concrete End Section ENiptical 30 x 19 Inch Reinforced Concrete End Section Elliptical 38 x 24 Inch Reinforced Concrete End Section Elliptical 53 x 34 Inch Reinforced Concrete End Section Elliptical 68 x 43 Inch Reinforced Concrete End Section ENiptical 76 x 48 Inch Reinforced Concrete End Section Elliptical 15 Inch Corrugated Steel Pipe 18 Inch Corrugated Steel Pipe 24 Inch Corrugated Steel Pipe 36 Inch Corrugated Steel Pipe 15 Inch Equivalent Corrugated Steel Pipe Arch 1B Inch Equivalent Corrugated Steel Pipe Arch 24 Inch Equivalent Corrugated Steel Pipe Arch 15 Inch Plastic Pipe 1B Inch Plastic Pipe 24 Inch Plastic Pipe 24 Inch Plastic Pipe (Matenal Only) 30 Inch Plastic Pipe 15 Inch Plastic Pipe Bend Section 18 Inch Plastic Pipe Bend Section 30 Inch Plastic Pipe Bend Section 4 x 2 Foot Reinforced Concrete Box Culvert 4 x 4 Foot Reinforced Concrete Box Culwen 7 x 2 Foot Reinforced Concrete Box Cuhen As Constructed iti z I a > M W �- 0$ U U O= O N O 4 4 0i m O N N N_ CO 4 4 4 o to io m T to M CO N_ 4 0 m io to o to t7 m N 4 4 0 0 m e G1 N N ty O 4 m e m N N Al 2 0 0 m � m P N 0 0 0^ 4 4 0 e N co toN 0 M 4 4 0 is m m O r q N 0 0 0 e O o o o 0 0 0 0 N �o N c0 0 N N 0 0 e e P N 03P.0-00 0 0 0 �r0i N 0 0 w 0 0 �i 0 0 0 CO0 m 0 C0CO,� �i 0 voi 0 0 0 m 0 m o o S 22 0 CO 0 m WELD COUNTY PUBLIC WORKS DEPARTMENT 1111 H. STREET P,O. BOX 758 GREELEY, CO. 80832-0758 PHONE: 070) 356-9000 FAX. (70) 304.6497 Z Z w m WJ to Z 22'2288282,2 N CO M M M M M co M i0 tO M M t0 t0 M M o i0 iD t0 M M M t0 t0 M M 2 t0 ip M o CO0 0 N M M M 0 0 0 b �➢ t0 M M CO 0 0 0 N M M NI 0 0 0 N �D t0 M M 888288822 M M M M 0 0C W Wm Z * v v a5',. i h 2 A 12 `$ v^i 2 2$ m 8 2 3 IS 2 m 2 2 N ti n P n ti P. ry m m m m 2 m S m m m S1 SUMMARY OF APPROXIMATE QUANTITIES Z a — "sr 0° �N�D- 0 0 0 O o N Is.' 0 0 0 0 t[t 0 S 0 0 cp 0 O ♦0y 0 N T N 0 M 0 0,.2 P O N N N M O N m 0 Q N N N' 0 -80 4 ort- N t Z 7 2 ¢ W a m W 2 y< W vTi v U K K V O O 2 2 x O V V 2 U U S I << w w 0 0 S S S x ¢ a W W< w W W 0 0 0 a G W U m N Q Z Z Z O O O ~~~ Z O-. y—, y U CONTRACT ITEM Cleanng and Grubbing Removal of Structure Remorel of Ditch Lining Removal of Pipe Removl of Barricade Removal of Asphalt Mat Removal of Pavement Marking Remosel of Ground Sign Removal of Fence Removal of Cement Treated Base Unclassified Excavation (Complete In Place) Embankment Material (Complete In Place) Muck Excavation Proof Rolling Potholing Sweeping (vnlh Pickup Broom) Structure Excavation Structure Backfill (Flow -Fill) Structure Backfill (Class 1) Topsoil (Stockpile and Redistribute) Erosion Log Type 1 (12 inch) Silt Fence Concrete Washout Structure Vehicle Tracking Pad Remosel and Disposal of Sediment (Labor) Remowl and Disposal of Sediment (Equipment) Temporary Berrns Reset Mailbox Structure Reset Fence Adjust Manhole Seeding (Nalise) Seeding (Natise) (Hydraulic) Mulching (Weed -Free Hay) Spray -On Mulch Blanket Mulch Tackifier Soil Retention Blanket (StrawfCoconut) Aggregate Base Course (Class 6) Aggregate Base Course (Class 7) (Shouldering) Hot Mix Asphalt (Grading S) (100) (PG64-22) Hot Mix Asphalt (Grading S)Q (100) (PG64-28) HMA Safety Edge Concrete Pavment (11 Inch) 43 412 412-02000 Concrete Safety Edge 44 420 420-00300 Geotextile (Reinforcement) 45 506 506-00212 Riprap (12 Inch) Index of Revisions Dote. _I Comments. I iniilels:_ Computer File Information Cruder Date 7-22-n6 Initials. mat Last Modned Dale 7-22-16 Initials: mdl Ful Peirt Irving File Nan. Mao Statist her. Vel Sudo. AS NOTED Lies: Ernten M o 0U U 0 0888282'2,7.88382238382888382 8$ 3 ti N o NNNNry N O N 5 0 0 o 0 0 0 o g o 22 o NN`hAAthobthtb.bt6rtbtebAab666Nri�+NNN44AAA 0 0 0 5 0 0 o N N 0 o CNi 8333888888888828388888888823:i N N N N o N N N N o N N N N O N O N 0 N N o 0 o 0 0 0 N N N O o O 0 N N N Q o curs.- N N N .- o o^ N 0 0P M s- o 0 ; 0 0P P Z 2 O La m 5 13 W N Z N N 0 0 0 N N N N NOV O O N N N N N O O O N N N N O N O N N N O 0 N N 0 :9'4 NM N N N r W N N N W N n N ‘U, N O O N N N N N N N N N N Vp A V<< N O K W W m,- f, Z N M< N. r m..2 2 2 2' O m•N N N M N N N N N N N N M M e8� t2+1 32 M M M M y P 0 Project No./Code SRP-29 Sheaf Number 4 of WCR 47 CORRIDOR SUMMARY OF QUANTITIES Oasigni, Man LaPorte I I Dream Men I Albans, IA 2 As Constructed No Revisions: ) $ WELD COUNTY PUBLIC WORKS DEPARTMENT 1111 H. STREET P.O. BOX 758 GREELEY. CO. 80632-0758 PHONE: (970) 356-9000 FAX (970) 304-6497 SUMMARY OF APPROXIMATE QUANTITIES ! }„ +n---a°®��S.ne;,0-0— `m k ,_- e�l,,,�,.-!)[§2N#m§m§G-- L ; 5555§§§2§'§§§5§!5�)]§§m%t§])!5#»##(3gg" .�� 111 U1 _ , 2!!/33l:,� <C) CONTRACT ITEM 7 x 3 Foot Reinforced Concrete Box Culled 16 Inch Ductile Iron Pipe 18 Inch Ductile Iron Pipe 30 Inch Ductile Iron Pipe 16 Inch Ductile Iron Pipe Bend Section 16 Inch Ductile Iron Pipe Bend Section 30 Inch Ductile Iron Pipe Bend Section Manhole Slab Base (5 Foot) Manhole Slab Base (10 Foot) Guardrail Type 3 (6'-3" Post Spacing) End Anchorage Type 3D Median Terminal End Anchorage (Nonllared) Tensioned Cable Bamer (TL -4) End Anchorage (Tensioned Cable Bamer) Fence Barbed Wire with Metal Posts Fence (Temporary) Fence Masonry (Sound Bamer)(96 Inch) 12 Foot Gale Delineator (Type I) Delineator (Type II) Delineator (Type III) Sign Panel (Class I) Sign Panel (Class II) Steel Sign Post (242 Inch Tubing) Traffic Signal Face (12-12.12) Field Office (Class 2) Sanitary Facility ,Construction Surveying Mobilization Epoxy Pavement Marking Preformed Plastic Marking (Type II) (Inlaid) Thermoplastic Pavement Marking (Word -Symbol) Themmoplastic Pasement Marking (XwalkSlop Bar) Flagging Traffic Control Inspection Traffic Control Management Barricade (Type 3 M-B)(femporery) Construction Traffic Sign (Panel Size A) Construction Traffic Sign (Panel Size B) Portable Message Sign Panel Drum Channelizing Deuce 133 700 700-70010 F/A Minor Contract Reunions 134 700 700-70592 F/A Surrey Monumenlation 135 Index of Revisions Date: I comments: I Inlda6: - Computer File Information Cmclnr Mae: 7-22-16 initials: null Las:Mnided Dale: 7-22-16 infnis: mil ! §@!`m!`28s2A4§`!§§l25B§G'5«m88888Ga=§°=2`222 §Sf|)kA)\°4®!!B§;§=2;;29§})})§§)/)))|/)kk|k| 8 S222222822222$22228Az2GA;0002,2222222GG2222 t ~ P (§�,,,,,- e»SSSS22SSl3!!l.322G2^G2I,�FL3333Ei�,�33333�33 E la�,,,G,�---�Ra� ',��a2��l� 1 mLu ! @ ;;m ;;#§)§!§!)§!l:22f«!2!:lag§«g§§§§!se !4 7. g Project No./Code NI d N in t g 5 co WCR 47 CORRIDOR TABULATIONS o c2 y 0eggner: Matt LaPorte Deleiter. Matt LaPorte Sheet Subset: ABC SHOULDERING (TONS) 7482.4 118.9 79.8 284.9 O IAs Constructed o44f a z° .. a > Z tD N V m a T O M n . TT. t0 yj ,0 ~ O o WELD COUNTY PUBLIC WORKS DEPARTMENT 1111 H. STREET P.O. BOX 758 GREELEY, CO. 806.32-0758 PHONE: (970) 358-4000 FAX: (970) 304-6497 LATIONS ARE FOR INFORMATION TABULATION OF ROADWAY QUANTITIES CI u ' 4.a RIPRAP QUANTITIES �ffi o 0 z O i E r r r r r n 1414.5 7427.0 tF U x Fo- U' n N O 327.3 co o o s TABU g L 2 Z O P o WCR 47 WCR 62 WCR 64 WCR 66 ENTRANCES PROJECT TOTALS N C O N m y E o x 07 a c a Computer File Information Creation Oalc 7-22-16 tniBa)s: oldl E 2 9 2 u. Drawing Fib Name: Micro Station Ver. TB) Scale: AS NOTED Units: Er8BSr TABULATIONS ARE FOR INFORMATION ONLY 3 & )� ■ , 3 ! §E E. ! ■ 3 ! I, f« e ■ -§, �| KE■ , ■ ; 2 , S ) @ kE ! ! f IF « ! |( ! ! S e ! % § !& kE , , q{. § g} STORM UNE AT WCR 62 STORM LINE AT WCR 62 STORM UNE AT WCR 62 DRIVEWAY CULVERT DRIVEWAY CULVERT DRIVEWAY CULVERT DRIVEWAY CULVERT IRRIGATION CONNECTON STORM UNE AT WCR 64 STORM LINE AT WCR 64 STORM LINE AT WCR 64.5 CONFLICT STRUCTURE \ / } DRIVEWAY CULVERT k ) ! ) ! k k ! } § } § § § e \§ § | 5 , § k TABULATION OF CORREGATED METAL PIPE - STORM LINES k\ %§ 8 ■ §/ % , , 3 ! )=E » „ § ![ ■ , 8 - .� @ !@ 9 , a( |§ ,. „ )8 8 2 a-,| 6 _§ A 2 ! | DRIVEWAY CULVERT I DRIVEWAY CULVERT DRIVEWAY CULVERT DRIVEWAY CULVERT DRIVEWAY CULVERT DRIVEWAY CULVERT DRIVEWAY CULVERT DRIVEWAY CULVERT DRIVEWAY CULVERT DRIVEWAY CULVERT DRIVEWAY CULVERT DRIVEWAY CULVERT DRIVEWAY CULVERT DRIVEWAY CULVERT DRIVEWAY CULVERT DRIVEWAY CULVERT DRIVEWAY CULVERT DRIVEWAY CULVERT DRIVEWAY CULVERT DRIVEWAY CULVERT DRIVEWAY CULVERT DRIVEWAY CULVERT DRIVEWAY CULVERT DRIVEWAY CULVERT 622.00 I DRIVEWAY CULVERT TOTALS g §|\\|22/7// A\k22|}|2/\2 TABULATION OF CONCRETE PIPE - STORM LINES /!� a 8 } t)r ; . T4f RCRC PIPE LENGTH BEND ITT) QUANTITY i § 48"476" HERCP PIPE LENGTH I F6 (FT) QUANTITY ; ) | aa............. ....... . .... .. 247.05 POND REUEF I 3 I 8 265.50 DRIVEWAY CULVERT 3 8 TOTALS §,m ,m,,,,,,,,, ,,,,,, ,m \ DRIVEWAY CULVERT STORM LINE AT WCR 62 STORM LINE AT WCR 62 STORM LINE AT WCR 62 DRIVEWAY CULVERT DRIVEWAY CULVERT DRIVEWAY CULVERT DRIVEWAY CULVERT DRIVEWAY CULVERT DRIVEWAY CULVERT DRIVEWAY CULVERT DRIVEWAY CULVERT DRIVEWAY CULVERT IRRIGATION CONNECTION DRIVEWAY CULVERT STORM UNE AT WCR 64 STORM UNE AT WCR 64 STORM UNE AT WCR 69.5 CONFUCT STRUCTURE DRIVEWAY CULVERT DRIVEWAY CULVERT POND REUEF E )§§ A4 ''A A 138*50-EAST 138+SQWEST , |) 152+00 WEST 152+02 -WEST HOSHIR0 �5 |k:PAI. n�la Project No./Code ) 92. } ! / l ! k & As Constructed ! WELD COUNTY rides of Revisions \ \ \ ) Lam NPEEbd DVIE 7-22-16 2 / TABULATIONS ARE FOR INFORMATION ONLY Project No./Code ( Sheet Number 7 el WCR 47 CORRIDOR TABULATIONS .I§ —! \ . . il$ TABULATION OF CONCRETE PIPE - IRRIGATION LINES §E . § TABULATION OF CONCRETE PIPE - IRRIGATION LINES §E '4 ; Designer. Matt LaPorte Detailer. Malt LaPorte Sheet Subset: PIPE LENGTH BEND (FT) QUANTITY D PIPE LENGTH BEND (FT) QUANTITY ~ TOTAL I 1258.7 I 3 I 1 I 756.] I 1 I 414.0 I 120.0 I 2 I 602.5 I 1.0 : 1 k § e §; § As Constructed } ,!! .. 4- PIPE LENGTH BEND (Er) QUANTITY 36' PCP PIPE LENGTH F6 (FT] QUANTITY IA , ; PIPE LENGTH I BEND (FT) QUANTITY |7! § y. WELD COUNTY | § \� N| ' � t i PIPE Fit I FES QUANTITY 4 § e P,. ` 2 § ; § °- E ! 6 ) a PIPE LENGTH I BEND (FT) I QUANTITY IPwE (11) QUANTITY QUANTITY FB I BEND QUANTIITY . Y. | . . , k 2 PIPE LENGTH I BEND (FT) QUANTITY § } § §7§ y ~2 Index of Revisions Date: I Comments: I Initials: 8. MAIN A TO MAIN C MAIN C TO MAIN D MAIN 5 TO MAIN U LDS MAIN A TO LOS MAIN B (LDS MAIN B TO F LDS MAIN F TO MAIN C 'LUTZ LDS A TO D IUTZ•LDSE TO 1 ILUTZ.IDS F TO I L UT2-LDS I TO MAIN R 'LUTZ-WSJ UNION A TO UNION B LUTZ•REYN OLDS A TO — — LUTZ•REYNOLDS C TO F 'LUTZ• REYNOLDS G TO N REYNOLDS A TO REYNOLDS B UNION SOUTH A TO B NEWTON A TO NEWTON C INE WTON LATERAL A TO C HOSHIEOTAILWATER DITCH 2 §i.2 REVISED PIPE LENGTHS • | | | (( ,§ ^( §[ a§ (R ! E | MAIN A TO MAIN C MAIN C TO MAINE IMAIN C TO MAIN O MAIN O MAIN 5 TO MAIN U LDS MAIN A TO LOS MAIN B I115555 MAMAINN F TOBTO MAF IN C LUTZ-LDS A TO 0 LUTZ•LD5 E TO F LUT2-LOS F TO I LI1T2-Ins I TO MAIN R ILUTZ AL TO LUTZ-LOS D LUTZ -LDS F TO LUT2.LD5 IL LUTZL051 UNION A TO UNION B LUTZ REYNOLDS A TO UJTZ•REENOLDS C TO F ILLITZ-REYNOLDS G TO H REYNOLDS A TO REYNOLDS B ION.SON UTHATO B N IWTON NA TO NEWTONC NEWTON LATERAL A TO C HOSHIKO TAILWATER DITCH ALIGNMENT NAME (IRRIGATION MAIN (LDS LATERAL MAIN ILUTZ-LDS LATERAL LIIr2 LATERAL [LUTZ LDS LATERAL 2 UNION LATERAL LLITZ•REYNOLDS LATERAL REYNOLDS LATERAL UNION LATERAL SOUTH NEWTON POND NEWTON LATERAL HOSHIKO LATERAL 6NMENT NAME I } | , ! \ ; OLDS LITERAL !§ !! Computer File Information CInONI Date: 7-22-t6 Inaial5: real ; k» §! Dra+rq Fie Name Mint Station VIII VBI Scale: AS NOTED Unit Engkh .I `5 \ , () §( &| k( )(\)) !/2i).9 Project No./Code TABULATIONS ARE FOR INFORMATION ONLY g,cE |;§ ■|■ . § °e,84 /§§@§! IRRIGATION UNES [ MAIN A IRRIGATION STRUCTURE I I I I I I I SM..85 I SM. , ! „. ; 2 ! ,8 «■ -R §@ , @ n,@ !§e ))!| . . �)§�| |;:fl §__,�� .,44«! |e . 5 ! 3! ®§ 7; t:',, ! 5!® -®. |!5| 72'-OIA MANHOLE IQUANTITY I DEPTH 60'-DIA MANHOLE I QUANTITY I DEPTH 1 ■ v. 46'. WL MANHOLE QUANTITY I DEPTH 82 : ;___ _ :I:: : ,7s | k ! . ] STORM UNE AT WCR 62 STORM LINE AT WCR 62 STORM COMMERCIAL ENTRANCE STORM -COMMERCIAL ENTRANCE 1 §"4- `2 /& ;a. P,- MANHOLE IRRIGATION STRUCTURE MANHOLE MANHOLE MANHOLE MANHOLE MANHOLE MANHOLE MANHOLE MANHOLE n2 )i MANHOLE IRRIGATION STRUCTURE , §2 I., HEADWALL MANHOLE MANHOLE MANHOLE ii IRRIGATION STRUCTURE MANHOLE IRRIGATION STRUCTURE IRRIGATION STRUCTURE 7! !} IHEADWALL HEADWALL MANHOLE IRRIGATION STRUCTURE 2#k)%( !|«§!» HEADWALL RUNDOWN ■ 8 . a HEADWALL 125+03 -WEST A HEADWALL 125.03- WEST D/31 HEADWALL 152+00 WEST C HEADWALL 152+00 -WEST B HEADWALLis HEADWALL 215+OW (( (MAIN D MAIN E ))k% [MAIN I. MAIN M §1 (MAIN P MAIN R (§§gH °:_ LDS MAIN E IDS MAIN F LUT2-L LUT2 L➢SOS BA LUT2ILOS 0 LUT1 LOS F §§ § UNION A UNION B LUTZ-REYNOLDS B LUTZ-REYNOLDS C IUTZ-REYNOLDSE LUTZ-REYNOLDS F 1 LUTZ-REYNOLDS 0 REYNOLDSA NEWTON B NEWTON C HOSHIKO HEADWALL IRRIGATION RUNDOWNS TOTALS ] } k ) As Constructed WELD COUNTY ndex of Revisions \ a REVISED STRUCTURES ! / 43 ( O I 7 O. AS NOTED L. ErBEyi Project No./Code Pi ! \ WCR 47 CORRIDOR TABULATIONS Designer: Matt LaPorte Deleiler. Matt LaPorte Sheet Subset: Sheet Subset' n TABULATIONS ARE FOR INFORMATION ONLY TABULATION TEMPORARY SIGNS _ CONSTRUCTION TRAFFIC SIGN (PANEL SIZE B) (EACH) |;.7 E,|y f${$ .. .....� .... .. , ...��., 5 }} ;-a_._._ O G�; :,0,§,;0;;0��0 WCR47 I WCR 60.5 ! SOUTHBOUND I M48A !END DETOUR I 24 I it I 18 I 3 SETUP TOTALS As Constructed 2 } } 2 2A.22274.A.A03,, ,.; „ 2,X.XX \ ............................ ° 55:1125323:12:15:12:1323:12532222 525 WELD COUNTY PUBLIC WORKS DEPARTMENT 1111 H. STREET P.O. BOX 788 GREELEY, CO. 80632-0758 PHONE; 1970) 356.4000 FAX. (970) 3044/97 SIGN DESCRIPTION ROAD CLOSED "XX" MILES AHEAD/TFRU TRAFFIC, LOCAL T DETOUR (LEFT ARROW) CARDINAL DIRECTION (SOUTH] ROAD CLOSED "XX" MILES AHEAD/THRU TRAFFIC, LOCAL T ROAD CLOSED "XX" MILES AHEAD/THRU TRAFFIC, LOCAL T ROAD CLOSED "XX" MILES AHEAD/THRU TRAFFIC, LOCAL T (MOVEMENT PROHIBITION (NO RIGHT TURN) CARDINAL DIRECTION (SOUTH) (DETOUR (ARROW UP) CARDINAL DIRECTION (SOUTH) DETOUR (RIGHT ARROW) I CARDINAL DIRECTION (SOUTH) (DETOUR (LEFT ARROW) CARDINAL DIRECTION (SOUTH) END DETOUR DETOUR, "XX" MILES DETOUR I LEFT TURN ROAD CLOSED, "XX" FT ROAD CLOSED "XX" MILES AHEAD/THRU TRAFFIC, LOCAL TI DETOUR (LEFT) ROAD CLOSED "XX" MILES AHEAD/THRU TRAFFIC, LOCAL TI ROAD CLOSED "XX" MILES AHEAD/THRU TRAFFIC, LOCAL TI DETOUR (LEFT ARROW) DETOUR (RIGHT ARROW) DETOUR (ARROW UP) DETOUR (RIGHT ARROW) DETOUR (LEFT ARROW) SIGN TYPE ||j/2&|I||||||)3{)j Ma -10L R11 -3A /3333| k SOUTHBOUND SOUTHBOUND \\ SOUTHBOUND EASTBOUND k SOUTHBOUND SOUTHBOUND SOUTHBOUND SOUTHBOUND WESTBOUND WESTBOUND ES SOUTHBOUND SOUTHBOUND SOUTHBOUND SOUTHBOUND SOUTHBOUND SOUTHBOUND \\ EASTBOUND SOUTHBOUND j Index of Revisions Date: _1 Comments: 1 Initials. § !! !;!! / � 2 WCR 62 WCR 47 WCR 47 WCR 49 WCR 66 WCR 66 WCR 64 WCR 64 WCR 47 WCR47 ® !i '4 \ SH 392 (WCR 68) SH 392 (WEB 68) SH 392 )WCR 68) SA 392 )WCR 68) U 33 kk / \ WCR66 WCR 64 WCR49 WCR 62 ;; ■| | | 2ee»»\\\■ ;>■;;gym#§§§*;#!§;»§§7||;;■!; !!® „ ......5..5.5.5.3, | § WCR 47 -SOUTH Computer File Information Desoun Date: 7-22-t6 Initials. mil ) ! !.;! -1k N7 f ! , ! it' !) # Project No./Code : Ti WCR 47 CORRIDOR TABULATIONS — ] - I TABULATIONS ARE FOR INFORMATION ONLY TABULATION TEMPORARY SIGNS ■!E Egg, gc;. §§f« „„ . SETUP TOTALS - 17 , \&` !!! '! §|§e |${$ ....., ,��..... .. .„.... \E ! , ,'"0 0 ;;§°-d.dd.d; „`4."... As Constructed f } , A 2,,,x.A..,.,g,.,7�.xe.,nx�m, \ ..................... ..... S.a,a.�eG8,S121R; „ 2,l;,A.RRR, WELD COUNTY PUBLIC WORKS DEPARTMENT 1111 H. STREET P.O. BOX 758 GREELEY, CO. 80832-0755 PHONE' 970) 3564000 FAX. (970) 304$197 SIGN DESCRIPTION ROAD CLOSED "XX" MILES AHEAD/THRU TRAFFIC, LOCAL T DETOUR, "XX" MILES DETOUR RIGHT TURN ROAD CLOSED. "XX" FT DETOUR (RIGHT ARROW) CARDINAL DIRECTION (NORTH) ROAD CLOSED "56" MILES AHEAD/THRU TRAFFIC, LOCAL T ROAD CLOSED "XX" MILES AHEAD/THRU TRAFFIC, LOCAL T ROAD CLOSED "XX" MILES AHEAD/THRU TRAFFIC, LOCAL T DETOUR (RIGHT) DETOUR (LEFT ARROW) CARDINAL DIRECTION (NORTH) DETOUR (ARROW UP) CARDINAL DIRECTION (NORTH) CARDINAL DIRECTION (NORTH) DETOUR (RIGHT ARROW) CARDINAL DIRECTION (NORTH) ROAD CLOSED "XX" MILES AHEAD/THRU TRAFFIC, LOCAL TI MOVEMENT PROHIBITION NOLEFT TURN) END DETOUR ROAD CLOSED "XX" MILES AHEAD/THRU TRAFFIC, LOCAL TI DETOUR (RIGHT ARROW) DETOUR (LEFT ARROW) DETOUR (ARROW UP) DETOUR (LEFT ARROW) DETOUR (RIGHT ARROW) END DETOUR SIGN TYPE `.:L'. )|$2Til4 1 ({| 2§|2III333 O a NORTHBOUND NORTHBOUND NORTHBOUND NORTHBOUND NORTHBOUND NORTHBOUND NORTHBOUND NORTHBOUND NORTHBOUND NORTHBOUND NORTHBOUND EASTBOUND 2/ NORTHBOUND NORTHBOUND WESTBOUND WESTBOUND WESTBOUND WESTBOUND NORTHBOUND NORTHBOUND NORTHBOUND WESTBOUND NORTHBOUND NORTHBOUND WESTBOUND NORTHBOUND ! \ WCR 62 I WCA 60.5 )) I WCR 60.5 WCR64 ,,,- |);/ WCR 60.5 WCR 4R WCR49 WCR 66 ® (/ WCR47 WCR47 WCR 47 WCR 47 ! {§ WCR 60.5 WCR49 (( WCR 47 WCR 64 | 3333;§§y;;§§!l;;7f(;;;;;;33 »1»vvl.z,§|!ii»!!§!!§| ■,! ) 2 )WCR 47- NORTH 0. omputer Elie Information Creation Dale: 7-22-15 Initials: moll Last Modified Dale: 7-22-16 Initials: mdl FuI Pale Drawing Pk Name Wan Ration Ver. V81 Scale: AS NOTED Units: Engkh >- 0 z 0 I- 2 0 z 0 w w ce U) z 0 J IProject No./Code i N E 1 t WCR 47 CORRIDOR TABULATIONS Deslaner. Matt LaPorte Data,ler: Mall LaPorte Sheol Subset' Sheet Subset: " TABULATION TEMPORARY SIGNS _ CONSTRUCTION TRAFFIC SIGN (PANEL SIZE B) t (EACH) n ry n (SETUP TOTALS I 15 I 5 TABULATION TEMPORARY SIGNS CONSTRUCTION TRAFFIC SIGN (PANEL SIZE B) (EACH) ^ n n 'SETUP TOTALS I 15 ' 5 TABULATION TEMPORARY SIGNS CONSTRUCTION TRAFFIC SIGN (PANEL SIZE B) (EACH) ry 'SETUP TOTALS 2 6za gg 5 a g C $z7 e yy i 8<- gz? 6 Y 6 y 3 1- 5 WE 17,'54 o o '' d '" o o , ., 5 �yEQ 1 a ., o 0 0 0 0 ,, ,. 5 WE a s a .. LAs Constructed a cc z° .. It' v > 2A.X.R.ry rv.48RRm An.g.ry ry R02°,2285 mR z _ 3 d i N QRr.:1A`.:1R'-'12:::A^,r 988 Q2`;',2f1R:11R�2:.1 'et 2539< 853 WELD COUNTY PUBLIC WORKS DEPARTMENT 1111 H. STREET P.O. BOX 758 GREELEY. CO. 80632.0758 PHONE: 970) 000 FAX: (870) 304.8497 0 E ROAD CLOSED "XX" MILES AHEAD/THRU TRAF FtC, LOCAL TI DETOUR (LEFT ARROW) CARDINAL DIRECTION (EAST) DETOUR (RIGHT ARROW) CARDINAL DIRECTION (EAST) DETOUR (ARROW UP) CARDINAL DIRECTION (EAST) DETOUR (RIGHT ARROW) CARDINAL DIRECTION (EAST) DETOUR (LEFT ARROW) CARDINAL DIRECTION (EAST) END DETOUR s 0 u a € 5 ao I8 a0 ao 00 ROAD CLOSED "XX" MILES AHEAD/THRU TRAFFIC, LOCAL TI DETOUR (LEFT) 1 z ROAD CLOSED "XX" MILES AHEAD/THRU TRAFFIC, LOCAL TI DETOUR (RIGHT ARROW) CARDINAL DIRECTION (WEST) DETOUR (LEFT ARROW) CARDINAL DIRECTION (WEST) DETOUR (ARROW UPI CARDINAL DIRECTION (WEST) DETOUR (LEFT ARROW) CARDINAL DIRECTION (WEST) DETOUR (RIGHT ARROW) CARDINAL DIRECTION ( WEST) END DETOUR ROAD CLOSED, "XX" FT ROAD CLOSED "XX" MILESAHEAD/THRU TRAFFIC, LOCAL TI ROAD CLOSED "XX" MILES AHEAD/THRU TRAFFIC, LOCAL TI DETOUR (RIGHT) SIGN DESCRIPTION 'ROAD CLOSED, "XX" FT ROAD CLOSED "XX" MILES AHEAD/THRU TRAFFIC, LOCAL T'. SIGN TYPE � i fifFf 3c:ci: SIGN TYPE a '''I2 II 1 3aa€ SIGN TYPE 3• '� F ,y, 3 2 2 �� ?$ EASTBOUND NORTHBOUND NORTHBOUND EASTBOUND 00 �,- EASTBOUND I SOUTHBOUND 0 2 m ,- o EASTBOUND EASTBOUND 0 2 ,-,- O 6 8 WESTBOUND WESTBOUND 2 0 z z NORTHBOUND I Iy WESTBOUND WESTBOUND WESTBOUND 2 Z 3 o SOUTHBOUND WESTBOUND WESTBOUND WESTBOUND WESTBOUND WESTBOUND O E 8 EASTBOUND EASTBOUND Index of Revisions Date: I Comments: I Inliak: r� p 3 WCR43 WCR 45 3 a r SH392(WCR 68) WCR 47 WCR 47 WCR49 WCR 49 WCR 66 3 3 WCR 47 WCR 47 :Qtr,ayk� t.; 2 3 WCR 51 WCR49 WCR49 SIT 392 (WCR 6B) $ r G 3 x WCR 47 WCR 45 I WCR 45 WCR 66 WCR 66 WCR 49 WCR 47 WCR 47 I WCR49 WCR49 o 3 a 3 $3 333336i�M3333 8 a _ 0 a 0 8 3 2-S633'63'63 0 ' ' '3a I '9 33333m 'z 0-0-04 3 3 3 1O 3.,=..,,,, 333333 g g $ 3 33 k�8 g. d WCR 66 -EAST 8 [WCR 66 WEST 8 8 WCR 64.5 INTERSECTI ON Computer File Information GeaW1 Date: 7-22-I6 Initials: coal Las:NoalRea Date, 7-22-16 Initials: tnal FJ PAY 0 z 8 3 ,11 i' &� Project No./Code d Y Sheet Number 12 07 WCR 47 CORRIDOR TABULATIONS N TABULATIONS ARE FOR INFORMATION ONLY TABULATION TEMPORARY SIGNS CONSTRUCTION TRAFFIC SIGN (PANEL SIZE B) (EACH) SETUP TOTALS 21 0 TABULATION TEMPORARY SIGNS I CONSTRUCTION CONSTRUCTION TRAFFIC SIGN TRAFFIC SIGN (PANEL SIZE AI (PANEL SIZE B) (EACH) (EACH( LETUP TOTALS b I 0 a 2 2, A O u 1 A 6z;7- 2 4 Cfl g .."""".,.."...�.."""""".. ., ..22, .. .. r� � .. .. .. .. .. .. ..rte., ., .. .. ., 5 ttl a m m �n m �n m m m ,n un m a. in m an m m m ,n ., y4 m m in m un m m m .n v. m m an m v. m m m In in As Constructed 2 K RR RRAAARRA7RR!-1 A NiRR A RmRAAARRAARSRA AA R Z x x x x x x x x x x x x x x x x x x x x 2 g x x x x x x x x x x x x x x AAgA A AA n AAA AAAA AA A A AAA7-t* rAfir$ AA*AAAAAA n n WELD COUNTY PUBLIC WORKS DEPARTMENT 1111 H. STREET P.O. BOX 758 GREELEY, CO. 80632-0758 PHONE: `970) 356.4000 FAX: (870) 3048497 O z F Z I ROAD WORK AHEAD REDUCE SPEED LIMIT AHEAD BEGIN FINES DOUBLE IN WORK ZONE WORK ZONE SPEED LIMIT ONE LANE ROAD (WITH DISTANCE) FLAGGER DOUBLE REVERSE CURVE (1 LANE) END FINES DOUBLE IN WORK ZONE SPEED UMIT ROAD WORK AHEAD REDUCE SPEED OMIT AHEAD BEGIN FINES DOUBLE IN WORK ZONE WORK ZONE SPEED LIMIT ONE LANE ROAD (WITH DISTANCE) FLAGGER DOUBLE REVERSE CURVE (1 LANE) END FINES DOUBLE IN WORK ZONE SPEED OMIT 6 F Z I W20-1 ROAD WORK AHEAD W3 -5A REDUCE SPEED MIT AHEAD r R52-64 BEGIN FINES DOUBLE IN WORK ZONE 020-5P WORN ZONE R2-1 SPEED LIMIT W20-4ONE LANE ROAD (WITH DISTANCE) W20 -7A FLAGGER W24-1 DOUBLE REVERSE CURVE ((LANE) R52 -6B (END FINES DOUBLE IN WORK ZONE R2-1 SPEED UMIT W20-1 ROAD WORK AHEAD W3 -5A (REDUCE SPEED UMIT AHEAD R52 -6A BEGIN FINES DOUBLE IN WORK ZONE jI 02O -SP WORK ZONE R2-1 SPEED LIMIT Ij W2D4 ONE LANE ROAD (WITH DISTANCE) W20 -7A IFLAGGER W24-1 DOUBLE REVERSE CURVE (1 LANE) R52-68 TEND FINES DOUBLE IN WORK ZONE R2.1 SPEED UMIT N ugS 33c0a3; 3c'33cG3 IN -,ms i r. z e EASTBOUND EASTBOUND 8' R 6668 ,- - EASTBOUND EASTBOUND WESTBOUND WESTBOUND WESTBOUND WESTBOUND WESTBOUND WESTBOUND WESTBOUND WESTBOUND A8 3 3 O a WCR62 I WCR47 1 EASTBOUND ` WCR62 WCR 47 EASTBOUND IL J J RPR J 7 $ WCR62 WCR47 I EASTBOUND WCR 62 WCR 47 EASTBOUND WCR62 WCR47 I EASTBOUND I WCR WCR47 EASTBOUND WCR62 WCR47 I WESTBOUND I WCR62 WCR47 WESTBOUND a. O O 3‘' WCR62 WCR WESTBOUND I WCR62 WCR47 WESTBOUND WCR 62 WCR 47 WESTBOUND I WCR 62 WCR 47 WESTBOUND WCR62 WCR47 WESTBOUND I WCR62 WCR47 WESTBOUND 8 WCR 47 WCR 47 WCR 47 WCR 47 WCR 47 WCR 47 WCR 47 WCR 47 WCR 47 WCR 47 WCR 47 WCR 47 WCB 47 WCR 47 4-4. 33 WCR 47 WCR 47 WCR 47 WCR 47 o g g33 i WCR62 WCR47 WCR62 WCR WCR62 WCR47 WCR62 WCB47 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 a 33 3 d a z G $ i O WCR 62 INTERSECTION I E ompuSer F -Be InTOrmat(on CreaSan Ddle: 7 -22 -IS InIUals: mal Las:NWWlBei Date: 7-22-16 (REVS: m41 Fu1 Pam: Drawing Fie Name: Mao SlaAon Ver. VA Scale. AS NOTED LnBe. English Project No./Code @ ri Sheet Number 13 uI WCR 47 CORRIDOR TABULATIONS DR INFORMATION ONLY TABULATION OF TEMPORARY TYPE III BARRICADES & BARRELS BARRICADE (TYPE III -MB) BARREL ROAD INTERSECTION DESCRIPTION (TEMPORARY) (EACH) (EACH) WCR 64 WCR47 BARREL 24 WCR62 WCR47 BARREL 20 PROJECT TOTAL 26 44 \,ul /�� TYPE III BARRIER. TEMPORARY MOVABLE TYPE III BARRIER. TEMPORARY MOVABLE TYPE III BARRIER. TEMPORARY MOVABLE TYPE III BARRIER, TEMPORARY MOVABLE TYPE III BARRIER, TEMPORARY MOVABLE TYPE III BARRIER. TEMPORARY MOVABLE TYPE III BARRIER. TEMPORARY MOVABLE TYPE III BARRIER. TEMPORARY MOVABLE As Constructed ) ` .. ! ! , WCR 49 WCR 47 I') Ill; ■K3; WEB 45 WCR 47 WELD COUNTY PUBLIC WORKS DEPARTMENT 1111 H. STREET P.O. BOX 758 GREELEY. CO. 80632-0758 PHONE: (970) 356-4000 FAX: (970) 3044497 „ 355 ,■333* ;;;; „ 5 WCR66 WCR 64.5 z I < z O < / CO Index of Revisions Dale: I Cgmmenls. I Initials' TEMPORARY SIGNS SUMMARY CONSTRUCTION TRAFFIC SIGN (PANEL SIZE B) (EACH) eco.no,=_, G|§— ;,�§�-_ E§f� ,:.! g 6., s{, WCR 64.5 INTERSECTION WCR 64 INTERSECTION WCR 62 INTERSECTION PROJECT TOTALS Computer File Information Cream., Date: 7-22.16 Initials. mal . ! »! \%k! \ § 1 }» ) TABULATIONS ARE FOR INFORMATION ONLY TABULATION OF PAVEMENT MARKING 1 PREFORMED THERMOPLASTIC PAVEMENTMARKING Me � c 24 INCH WHITE STOP RAR I PAVLAeFNT P, §;& ;;;2 ]§;]§;| ;!;\ ;�§§7 | § LEFT TURN ARROW (9) WORDING "ONLY" (6) RIGHT TUR N ARROW (4) LEFT TURN ARROW (4) RI HTT G URN ARROW �4) WORDING "ONLY" (4) _ - ....,..... ......... .ICI MERGE ARROWS (3) WORDING "ONLY" , RIGHT TURN ARROW (4) LE FTTURN ARP OW I4) WORDING"ONLY" (4) MERGE ARROWS RIGHT TURN ARROW (4) ((7 7) O j 2 ] ) LEFT TURN ARROW (3) WORDING' ONLY" (3) MERGE ARROW I3� LEFTTURN ARROWS(32) ® § ] | { | ; | ■ ; PREFORMED TYPE II INLAID CONTRAST 4INCH WHITE SKIP j RINCH WHITE CHANNELIZING \§2 k k § §k � , ) k § §§ § 2 § {) ) § k § EPDXY PAVEMENT MAR MING 4 INCH WHITE EDGE 14IN CH DOUBLE YELLOW I 4 INCH YELLOW SKIP I AI NCH YELLOW CROSS -HATCHING I R INCH WHITE CHANNEUZJNG L. § ) § 2k § I \ § § § SO FT ] ) §; ( 5 544.0 & § § & [ ; z k k ( } § k ) §2() 2 /E. \ § § R. _k§ \2 § § k , §g§) g /) tE ) § § )2) _ TOTAL GALLONS= I 481.1 I LOCATION SOUTH OF 605 - 77.02 T0139.65 605 INTER SECTION 6155 INTERSECTION 60.5 INTERSECTION fi05 T062 90+58 T0125H1D 62 INTERSECTION 52 INTERSECTION as }[' 32 C,|| COMMERCIAL ACCESS COMMERCIAL ACCESS COMMERCIAL ACCESS 64 INTERSECTION 64 INTERSECTION 64 INTERSECTION 64 INTERSECTION 64 T066- 178+63T0230.65 66 INTERSECTION 66 INTERSECTION 66 IN1Efl5ECTION 66INTERSECTION 66 032 231.32 TO 264.08 392 INTERSECTION 392 INTERSECTION 392 INTERSECTION 392 INTERSECTION 60510392CONFUCT ARROWS ff WCR 62-403.02 TO 421.0) 4 WCR or • 514+00 TO 522«40 WCR 66. 605.00 TO 635.00 PROJECT TOTALS 1 GALLON =100 SQ FT GALLONS TOTAL GALLONS WHITE= TOTAL GALLONS YELLOW= Project No./Code , } a As Constructed WELD COUNTY ndex of Revisions $ \ O / / ) Last Nodded Date 7-22-16 AS NOTED Units. En Project No./Code J \ ) WCR 47 CORRIDOR TABULATIONS Designer. Man LaPorte Detailer. Matt LaPorte $ TABULATIONS ARE FOR INFORMATION ONLY TABULATION OF DELINEATORS ( EVERY 307 STRAIGHT SECTION (TYPE I), 100' TAPER (TYPE II) STRAIGHT (NB), TAPERED (58) STRAIGHT SECTION WITH INTERSECTION STRAIGHT (NB). TAPERED (58) STRAIGHT SECTION STRAIGHT SECTION TAPERED SECTION (BOTH SIDES) STRAIGHT SECTION WITH INTERSECTION STRAIGHT (NB), TAPERED (58) TAPERED SECTION (BOTH SIDES) (STRAIGHT SECTION STRAIGHT SECTION STRAIGHT (NB), TAPERED (58) STRAIGHT (NB), TAPERED (SB) STRAIGHT (SB), TAPERED (NB) STRAIGHT SECTION WITH INTERSECTION TAPERED SECTION (BOTH SIDES) STRAIGHT (58), TAPERED (NB) STRAIGHT SECTION STRAIGHT SECTION STRAIGHT SECTION STRAIGHT (NB), TAPERED (58) STRAIGHT (S8), TAPERED (NB) TAPERED SECTION (BOTH SIDES) TAPERED SECTION (BOTH SIDES) I STRAIGHT SECTION STRAIGHT SECTION STRAIGHT SECTION STRAIGHT (NB), TAPERED (SB) STRAIGHT SECTION STRAIGHT SECTION STRAIGHT SECTION (( %% 5.5, STRAIGHT SECTION STRAIGHT SECTION (STRAIGHT SECTION STRAIGHT SECTION STRAIGHT SECTION TAPERED SECTION 180TH SIDES) STRAIGHT SECTION STRAIGHT SECTION WITH INTERSECTION STRAIGHT (ER), TAPERED (W6) STRAIGHT SECTION 2 PER CULVERT (TYPE III) FROM TABULATION ON P.6 MAIN PLAN SET • 7STORM STRUCTURES ONE FOR EACH STRUCTURE AND MANHOLE AS SHOWN ON P IRRIGATION STRUCTURES TABLE 107 SPACING (TYPE III). BASED ON 365910F GUARD RAIL ) rAs Constructed ! \ TPA PeSIAay WELD COUNTY PUBLIC WORKS DEPARTMENT 1111 H. STREET P.O. 80X 758 GREELEY. CO. 80632-0758 PHONE; (970) 356-4000 FAX. (WO) 304-6497 DELINEATOR (TYPE III) (EACH) ln.§ §[ (\ §[ Index of Revisions DaIe7 I Comments: I Initlals' § ! !! ;;r<&§;n;;E§!§§;;§4§;;;e& 2;; ! f !« 2' „;/�, v 72 lly STA 259+CO STA 266610 STA 273+00 STA 22]+00 ! |5\22 ;§§;«; 2'1 .71 STA 525.00 STA 532+CO §|,a|.. 5555§; ; i,,7/;;�/t2\�|=e2||; / ./}/2|///2|||227|||/2| STA 224+00 I` STA 231+00 STA 25.03 STA 2445K0 {i 22 !! STA 266.00 STA 273.00 || U STA 413.00 STA 420.OD ' | 5,DODD §K TYPE (ROAD MARKERS STORM CULVERTS IRRIGATION LINES §_. )2 Computer File Information Creation Site; 7-22-16 Retails. m111 §§ Drawing File Name: Mao Station Ver. V81 Scam. AS NOTED tins: EnglIsh Project No./Code f z' co co VFORMATION ONLY TABULATION OF PERMANENT SIGNS AREA ISF) AREA (SF) HEIGHT TO BOTTOM TOTAL LENGTH STATION SIGN TYPE SIGN DESCRIPTION SIZE (IN a IN) CLASS CLASS II OF SIGN OF POST (LEI 204.38 R1.1 STOP 36 Is I 36 9 7 12.5 ,n 825t R R R Si b WCR 47 CORRIDOR TABULATIONS c cl Mac m a m co a a) 1- g f O ❑ S N 9 m N i° N. ry b N. ry ry r':3 ,j a ,o1. 'n n r n ry n n n n n r n A z z z z z z x x x x x x x x x x x x x x x a. a x x w x z x x x x w x x x= AAAASiX*7AAAAiAi*1RERS;Ai ARP RR Gi5IRRRR As Constructed 9 5 tt Z i Q PPA TWO WAY LEFT TURN CENTER LANE BEGIN TWO WAY LEFT TURN CENTER LANE END LANE ENDS SYMBOL RIGHT LANES MUST TURN RIGHT STOP YIELD YIELD STOP RIGHT LANES MUST TURN RIGHT LANE ENDS SYMBOL TWO WAY LEFT TURN CENTER LANE BEGIN TWO WAY LEFT TURN CENTER LANE END TWO WAY LEFT TURN CENTER LANE BEGIN TWO WAY LEFT TURN CENTER LANE END STOP AHEAD STOP AHEAD STOP AHEAD STOP AHEAD STOP AHEAD STOP AHEAD SPEED UMIT55 MPH SPEED LIMIT 55 MPH SPEED UMIT 55 MPH SPEED OMIT 55 MPH SPEED UMIT SS MPH SPEED LIMIT 55 MPH SPEED LIMIT SS MPH SPEED LIMIT 55 MPH SPEED LIMIT 55 MPH SPEED LIMIT 55 MPH SPEED UMIT 55 MPH SPEED LIMIT 55 MPH PROJECT TOTALS WELD COUNTY PUBLIC WORKS DEPARTMENT 1111 H. STREET P.O. BO% 758 GREELEY, CO. 80632-0758 PHONE: 970) 356-4000 FAIL (R70) 308.6497 ¢ a 1, a d izacsrc 3 nR 3 ;x -* p *}%$ a Lt& 5i x hh� 3 3 T.5 3 3 ih,hry 3 3=____= Arcry =_ 2 2 sg lY O LL TABULATIONS ARE TABULATION IOF PERMANENT SIGNS J STATION I SIGN TYPE I SIGN DESCRIPTION I SIZE (IN s IN) I AREA(SF) I AREA (SP) I HEIGHT TO BOTTOM I TOTALLENGTI CLASSI L CLASS II OF SIGN OF POST)IF) ^ 2 2 2BRSiSt,842 282 28St5t5t RStSi IIndex of Revisions Date: I Comments: I Initials: m m P a m a a a m m P m m a m m m m a a N. n e N b n n ti i° N e n ry ry R R E R w E.: R. R Xi `Ai %'. * A A *i.'R. Ai AAA* '..4 R C. $ AA R m*A* * * x x• x x x x x x w x w w x a a x. a a z x z z .. x w x x x x x z Ax R x R 3 R x R A Xt AAA AA R R A R A R R n R A R R AAA R A AA A R 8 R RIGHT LANES MUST TURN RIGHT TWO WAY LEFT TURN CENTER LANE BEGIN TWO WAY LEFT TURN CENTER LANE ENO TWO WAY LEFT TURN CENTER LANE BEGIN TWO WAY LEFT TURN CENTER LANE END LANE ENDS SYMBOL RIGHT LANES MUST TURN RIGHT YIELD STOP STOP YIELD RIGHT LANES MUST TURN RIGHT LANE ENDS SYMBOL TWO WAY LEFT TURN CENTER LANE Z 3 z i G 'a 3 O END LANE ENDS SYMBOL STOP RIGHT LANES MUST TURN RIGHT I TWO WAY LEFT TURN CENTER LAN BEGIN TWO WAY LEFT TURN CENTER LANE END LANE ENDS SYMBOL RIGHT LANES MUST TURN RIGHT W o o RIGHT LANES MUST TURN RIGHT LANE ENDS SYMBOL TWO WAY LEFT TURN CENTER LANE BEGIN TWO WAY LEFT TURN CENTER LANE END Computer File Information Creation Dale: 7-22-16 InNels: mdl Last BOLAIHd Dare: 7-22-16 InYIIAS: mdl FW Pale: Drawing FFe Name: Moo SIA0n9er. V81 kale. AS NOTED UnIA. Engish i Z N z CU A U O 2. W O cl N UO ? W !X Az ❑ E OD m CO zm 0 U Z N N 0 �a COz 1a W .s OU 6. OO Z wJ W W OC >> F N O C� N N g z2S68F F N r a g W n � o a! 22'7U2Ww magz�o� am -Qs. q❑ > a d W CFJBC<O?a EJw0mg JJ W X16.0'°1'- 366OO, U ��Uw LL OIp ��F�aY a>Fiw 0 W U U 3 CLLr�-3JJ{0�m W 7F`a�A7� 68OO > O 68zo"W CO C CO 1 O m w2Ow� s J N FUUZ�NUW Rg� � w U Z w oFli ry X H J z N U ❑ U Ox a wa 0 W W F F Wpo @ CO rigQ O zg 00 0.10 GAL PER SQ. YD. (DILUTED) TACK COAT DILUTED EMULSIFIED ASPHALT (SLOW SETTING) ZO o N � N K C Z C 8 < C W W 4 W ogZ85F 300yo000 K N J r K N O C 0 7 Z F W a CU Q0 a 0 0 0). COZOK a d�-"�No Z 44 H 0 N O O- Z W gii U ffiaN � U ❑ -6.ZZ F�Fw3 C Q W x= m 8g111,!&2 azoaa§,d g J 38Wa?m 35Q �u a0zw 3 of44 �D�a FZXr OZONZ�CI a g W V ' N' O ZC UP4',s0W� Q K CSCCO 00W HOT MIX ASPHALT 135 LBS. PER CU. FT. Z Q W N LLo RC 'fA4 00 OU r Z LLW N S <00Z C a= N ao a= m QC R j el N LL 2 LL 22 Z S LL oa LL4 w O o 3 CF 3am� U2g; wig U ig m z O 23. PROTECT ALL SURVEY MONUMENTS OUTSIDE OF THE CONSTRUCTION UNITS FROM DAMAGE. 0 W 0 a m Z CU 0 O O 5p ₹ O W O as gN N U gw Og wO b t CO2 W z LJ A 25. SEVERITY OF POTENTIAL EXPOSURE TO SULFATES IS CLASS O. 28. LOAD TRANSFER DEVICES FOR THE LANES, AUXILIARY LANES AND MEDIANS ARE REQUIRED. 27. SURFACE FINISH OF CONCRETE PAVEMENT IS REQUIRED WITH THE USE OF DOUBLE BURLAP. FULL DEPTH OF EMBANKMENT FOR ROADWAY BASES OF FILLS — 8 INCHES DEPTH (AFTER TOPSOIL STRIPPING) Project No./Code LL' O^ LI 0L CLO cZ O�U -UJ Z 0' W UU As Constructed I WELD COUNTY ndex of Revisions 3 C "> co 0 C Y) LL a; a E 0 E a e C Last Mottled NM: 77 1 I 2 O 0 RIGATION PVC PIPE SHALL BE DR -51 80 PSI PIPE MINIMUM. O ❑ N w 0 c z x z ' ❑ Z? OJ T O moW3rrJ z W!"= Z mzwLLLLaN W f��QNrnOWF ❑ N Pad W W w N 27m0 LLo r a LL 7 �� ❑ ;ZZ?NOO ❑ �� 3 z a R?hj V2Oa'Z?Ow J5� yam LL wx �imJi"'�a�za i vri ,.mnj� g,'Nild" q Om,rZa Ww❑� Orli. c�O w 7OUr pw rzw� mw.ZwLLO Urmm0 2w [7NQ oCl1,-0 � ❑ 126i x�`Z8 WWm WHU Og aUOJNL°OU wZ wWwioNmg ❑� y ?wWzauga° �-a zo �F`p WZ2�7_w N1iaZ LW 0- ❑¢ -Z 2 Waw❑W Jm O=mCa'1Q WUWQJ2 rF m U7aQ❑a J�yZjW rv❑O ULL p Om 2 ¢O Z wLLO2am a�ylNQa 5sON W2 ❑ z¢❑ZWU2Orur<8iZ! FZ(7 N_ ❑ ¢❑NwwRWQQ NamUZNWN Z Kyw❑�riZj(K7l�4pO,m a�UZO i,U "O1,W wm ty, w w$ooi2wmmOQ�waVwm xwxz ❑O !!2h cgv3.Nvxi?70LL u a m U a w u. 0 SOUND WALL NOTES: rc 4 0 O Q w zE g g Z LL m U S31a¢¢J� } a m z x w ysFC7F owo7Hz 0 - Z r❑ ❑ ❑ 7 0 w W Z U Y O U a W O m m OFx❑ow (7 W N Z m !61;1 z F U y 1 J 2 a6 iE4w Q0 w 7F K O Z 0E2Na a z =ZFWU � y 1W O W w 6T88l r z 0 o m 8 m J W W I- ❑ 2 $ Z y 7 OW Ziw W rZ w' ygrN�❑7 Ekzw'wzE w 2 7 U = U W m i zrwamZ O¢Owc7 33iO W K O Z N 7- W O gg - lr m K U a 0 Project No./Code z i7 3 3 O 3 3 8 As Constructed I z a WELD COUNTY ndex of Revisions F 3 a O m C U- r) 7 E 0 a 2 C E Last Mailed 0aie: 77 Project No./Code SEE SAFETY EDGE DETAIL ;1 SIDE SLOPES TYPICAL $ \ THRU LANE (( ! ._ !a |1wowVD= z=mCs4(N -I§/// «<<< eeee q Cl) q U) 0000 eeee o#o= o#o= �\\\\ « « 4 »eeee Rleee SEE SAFETY EDGE DETAIL | \W e �) 0 $ k ) \ § \()i 0< Itjg 6' 21.$o§ §k\ of±<7 < (NI m m\/ /(N5 o N- CD # + n + Ce </< kmOU) 0-/LU {/\ , Q ,C <e U) ,. \ \\/\ an 244 ))\� ) k As Constructed ) ) ›- 0 0 0 w 4 } ) \ \ Last Modified Oates 6-16-16 .61 VS Scale. AS NOTED 1 SEE SAFETY EDGE DETAIL 3:1 SIDE SLOPES TYPICAL ga lu .d U 3:1 SIDE SLOPES TYPICAL I f z < a a e z / / e +29.62 TO STA 237+29.62 G / m $ } / 0 \ § § < \ SEE SAFETY EDGE DETAIL 1*'9 (/\ 2. y65 3:1 SIDE SLOPES TYPIC w q U) I e z 0 � / k 2 Project No./Code A'. § As Constructed \ ! WELD COUNTY ndex of Revisions k \ k � \ ! P. 2 ! L LL N (D U STA 403+00 TO STA 408+47.86 TAT 0 SEE SAFETY EDGE DETAIL Project No./Code 3 0 0 Sheet Subset: Sheet Subset As Constructed WELD COUNTY i ndex of Revisions C Last Molted Date' 6-16.16 rkavnng Foie Name: O CD C) O O + + 0) N,- L) lI) Q Q - Cl) O 0 CD H H C 0) ▪ N O N Ln u) as SEE SAFETY EDGE DETAIL Project No./Code e q As Constructed No Revisions: 3 WELD COUNTY ndex of Revisions E E E a d LEMorlI dDew 6-16-16 U, 5 I- a, O O f- O + + Co to O M CO CO Q Q U) UOO �LO oaa + + CO CO H• I - id) 0 z SEE SAFETY EDGE DETAIL a, CO CO O STA 606+70 TO STA 631+85 Project No.lCode Sheet Number 23 of cc(4 0Z O EU cr O'^ U J tiQ -4-U U 0 I a 0 Sheet Subset: As Constructed rc WELD COUNTY ndex of Revisions a a Last Noodled Dete 6-16-16 a SEE SAFETY EDGE DETAIL e OVERALL ASPHALT PAVEMENT WIDTH z g \ ; o \ q) § 2 / \ % z 9« /g tVIH _� Project No./Code Sheet Number 14 ) ! As Constructed » R z 0 0 O w ndex of Revisions \ ] Laa; NoeiIAM Dam. 6-16-I A } / k 0 WCR 64 1/2 GRAVEL SECTION SEE SAFETY EDGE DETAIL a tlWH HONI Project No./Code A 9 O I s 0 As Constructed WELD COUNTY ndex of Revisions E ci 0, a 0 CO E U- N 0 E U 0, s. 0, F S if ram Meddled Date' 6-16-16 Drawing Fde Name: 5ti GENERAL NOTES 5 Z 4 SAFETY EDGE DETAIL EXISTING GROUND SAFETY EDGE DETAIL Project No./Code Sheet Numbs 0 0 As Constructed U It 1 Z 0 U O —J W C 0 a) N ct C a 0 E 0 C U- m 0 E 0 4 1 J E Last bRMeS De. 6-16-16 U, Project No./Code m Rz o ow Om � 4< h0_ Designer Mall LaPorl As Constructed I WELD COUNTY ndex of Revisions | k 15, 0 O \ I Val Scale. AS NOTED wits > Project No./Code m ig E E a WCR 47 CORRIDOR UTILITY PLAN SHEETS Oesl5ner:: Malt LaPorte j I N ; POTHOLE INFORMATION �—�� N to :y .4 .r O C ..4 iU ,,y .O .G d N C .-I O Ea Q R To O -� 55 I GAS I NOT FOUND a 2 q t o h DEPTH TO TOP NOT FOUND 68,E �,�` v NOT FOUND NOT FOUND NOT FOUND 37" m vi 'S§ ti$ ?A ti NOT FOUND NOT FOUND 5S N m3 63" NOT FOUND NOT FOUND 94", NOT FOUND 42" 45" NOT FOUND NOT FOUND NOT FOUND 118" NOT FOUND NOT FOUND NOT FOUND F m WATER WATER GAS PHONE WATER IRRIGATION WATER PHONE PHONE WATER GAS PHONE GAS GAS GAS GAS GAS WATER GAS WATER GAS PHONE GAS GAS GAS WATER L WATER GAS N VI (1 GAS GAS GAS GAS GAS GAS GAS GAS As Constructed z £ Q a > E --r.naomPti ;Li ,'„o'.^„°L°nrvngl2g1Aor°Pim4ae444Zi4c2r.::u,T5C WELD COUNTY �s,,�� PUBLIC WORKS DEPARTMENT . 1111 H. STREET P.O. BOX 756 V I GREELEY, CO. 80632-0758 PHONE: (970) 3564000 .. FAX. 19701304.8497 E TYPE. SIZE. LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE AENCING NEW CONSTRUCTION. RESPONSIBILITIES FOR THE RELOCATION OF UTILITY N THE PROJECT SPECIAL PROVISIONS. THE CONTRACTOR SHALL COOPERATE WITH TO COORDINATE THE RELOCATION EFFORT. LINES NOT RELOCATED SHALL BE :ONTRACTOR IN PLACE. NO ADDITIONAL PAYMENT WILL BE ALLOWED FOR THE MINOR 'RUCTURES IN ORDER TO CLEAR A CONFLICTING UTILITY. THE CONTRACTORS :TEA TO PARAGRAPH 105,11 OF THE STANDARD SPECIFICATIONS CONCERNING 'RACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) I LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING. THE _ REFERENCE THE PROJECT SPECIAL PROVISIONS. 'UTILITIES" FOR ADDITIONAL OF EXISTING UTILITIES IS NOT A PART OF THIS CONTRACT EXCEPT AS SHOWN SE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF IS BY UTILITY COMPANIES IN HOW IT IMPACTS THE WORK SCHEDULE AND WORK CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING UTILITIES DURING SHALL HOLD THE COUNTY AND ITS ENGINEERS HARMLESS FOR DAMAGES ARISING :TOR'S FAILURE TO ADEQUATELY PROTECT EXISTING UTILITIES. IT SHALL BE THE HE CONTRACTOR TO SCHEDULE UTILITY ADJUSTMENTS TO ELIMINATE CONFLICT WITH IORK. rONSIBILITY OF THE UTILITY COMPANY TO ENSURE THAT PROPER COMPACTION IS LINES HAVE BEEN REMOVED OR INSTALLED ANYWHERE IN THE COUNTY RIGHT OF UTILITY CONTACT LIST PHONE/EMAIL (970) 663-9970 SHAYLA.A. MONTAN O@XCELEN ERGY.COM (970)392-4837 CARSON.ORTEGA@CENTURYU NK.COM (970) 378-6351 LDHAGENLOCK@DCPMIDSTREAM.COM DSTREAM.COM 19701 304-5140 MICHAEL.RODINE@N BLENERGY.COM (970) 420-1661 MALESSI@PETD.COM (303) 446-7526 CDOUGHERTY@SBPI PELT N E.CO M (303) 815-1010 EXT. 3209 (970) 356-3020 ERICL@NWCWD.ORG Index of Revisions Dole: I Comments: InNNs: J CONTACT INFORMATION XCEL ENERGY, (SYNERGETIC) SHAYLA MONTANO 5245 RONALD REAGAN BOULEVARD, SUITE 104, JOHNSTON W, CO 80534 CENTURY LINK, CARSON ORTEGA 2505 1ST AVE GREELEY, CO 80631 DCP MIDSTREAM, LEWIS HAGEN LOCK 1324 NORTH 7TH AVE GREELEY, CO 80631 NOBLE ENERGY, MICHAEL RODINE 2115 117TH AVENUE, GREELEY CO 80634 PETROLEUM DEVELOPMENT CORP (PDC), MARK ALESSI 1775 SHERMAN STREET #3000 DENVER, CO 80203 SADDLE BUTTE PIPELINE, COLE DOUGHERTY 1960 16TH STREET, SUITE 550 DENVER, CO 80202 NGL PIPELINE COMPANY, SPENCE McCALUE NORTH WELD WATER DISTRICT, ERIC LARSEN 32825 CR 39 LUCERNE, CO 80646 Computer File Information Creation Date 7-25-16 Initials: mdl Lass Moetlkd Data I-117 IP61854. mdl FV Palm Clueing Fie Name Mica Station Vert V81 Scala: AS NOTED UsE. English UTILITY ELECTRIC PHONE AND FIBER GAS GAS o GAS (CRUDE OIL) GAS WATER I 0 w g POTHOLE INFORMATION Q 0 6 OO 0 z W W J a RELOCATE WATER INWCWD) 00'00+501 tl1S 3NIl HO1VIY 3 1 3 J 104+00 102+00 3 3 n U 00'00+00t 4LS 3N01 H01VW Q 0 0 0 w BEGIN CONSTRUCTION Project No./Code E E (I) (2w Q w a= o z 0< N 0- U� i a a As Constructed z° Y° WELD COUNTY ndex of Revisions I 0 C 0 0 O 0 E U G a b A I 7 I I 1 RELOCATE WATER INWCWOI i Z w w J EDGE OF DISTURBANCE w H I 00"00+Zu„ dty1 H31tl 3- ) 1� 0+00 06+00 ) 3 106+00 0000*SOL V.LS 3N11 HOIVN1 J d 0 • l UT '- C�=OU� j I O As Constructed a O U J w 0 CC 0 c 3 0" O O c LL m a E 0 E a C S E Lam MmMed Dale 1-3-17 Scale. ASNO1E0 U ) Project No./Code SRP-29 Sheet Number 31 of )_ • WCR 47 CORRIDOR UTILITY PLAN SHEETS Designer: Matt LaPorte Delaller. Malt LaPorte Sheet Subset: Sheet Subset: • tit r/ As Constructed No ReAslons: .. RELOCATE WATER (NWCWD) EDGE OF DISTURBANCE ----------------------- ) # WELLD COUNTY PUBLIC WORKS DEPARTMENT 1111 H. STREET P.O. BOX 756 GREELEY. CO. 80532-0758 PHONE: (870) 3561000 - FAX (970) 304.6497 Index of Revisions Date I Comments: I Initials: I I | Computer File Information Creator Date. 7.25-I6 Initials: mdl Last Moaned Dale. 1-3-17 Initials: mdl I I | % . JOERGROUND JOERGHOUND JDERGROUND JDERGROUND JERHEAD ELEC (ISTING RIGHT 3OPOSED RIGF )THOLE I ) I I J2 * I |= 4�) K I »EtI 9 /% I / r00 ; i I / |5 � , <«e. ,� a y / k{ �� p ¢x 8w �aa WCR 62 _E W — 1 — V SCALE: 1" = SO' POTHOLE INFORMATION FO 2 b 8 g a cn z w ^ / V w J 00'00+9�y2 S don HDLVW ►. 0/H -E _ 0/H — — — G — — — C s E 124+00 s 122+00 120+90 o f :11<2 •' ❑/H- -G— WCR 62 Ti T 00'00*6t1 VIS 3NIl HJLVW a a ELOCATE WATER (NWCWO) 3-H/0 - Project No./Code z' U) ce w Ow N OZ u CI - C.) n 0 As Constructed Ss I z° II a WELD COUNTY ndex of Revisions a 0 E 0 LL m J E U E S V z 2 0 z rw w J Z 00'00 -I -EEL V1S 3NI1 HO1VW I 0 w 9 O I I 0 W I 0 G I a r•-• I I U I 132+00 I _ I0 H -E 7/H -E 3 3 3 s 3 3 130+00 3 3 128+00 3 3 3 I 1 (, 3 00.00+9l1l2 t qq1 HO1VW� 3 II I - I iI II II II II I - II II Ti II p It ❑/H -E a. 2Z 0w ll� C ET) w amG_ 2 G7- U) • 0/ Project No./Code S `EFL, B z S U) ixw ow cc cc � z O U� tin- U .� j S a - cc S As Constructed WELD COUNTY ndex of Revisions s 0 0 cc E C LL cc a 0 U z S 3 Mao Station Ver. VS Scale. AS NOTED Una. Er¢ah POTHOLE INFORMATION Q 6 0 O O U 2' W 2 Q >- LL Z O O Y W • U W • Z IY O q Q Z C • cn GC a z O O Z O z W (9 w J • II — — _ 0000+0414Ui UUII HOlV W 0/H -E O W 0 138+00 ) ) 3 x ) C 0 z 0 136-400 LJ I 3 3 3 3 3 3 3 134+00 N- O 3 3 3 3 3 3 I, 3 3 I I 7VHI: _ I I U 0 0 3 I I 3 — Mainna.` 3 00"00+C£t VIS H01Vw -J a O m I— o u- SO ZEt. U: =Ea y U S O • W C i • O— Project No./Code C)w O O = N�N u) 6L Z 0g N-0- ~ O n f 0 V V As Constructed No Revisions: WELD COUNTY ndex of Revisions ry A E z Last Modified Oaoe: 1-1-17 3 X VS Sole: AS NOTES 00'00+L1t VIS 3111 Ha1VVV 146+6-0 0 x W O S 144+00 RELOCATE POWER (XCELJ O Z w W J W N 0 x _ 0 142-'40 N N�N LPL U x 0 '3 CD 3 3 3 3 3 3 oo o , `916-11 H01V✓r 3 3 3 I 3 3 i 3 3 3 3 3 3 3 3 RELOCATE WATER INWCWO) Project No./Code A b S s 2 0 As Constructed , 2 2 R WELD COUNTY rides of Revisions 1 O O 0 a- E U 1 a 3 6 2 S J3 i?s EDGE OF DISTURBANCE 0 z W C9 w J RELOCATE POWER (XCEL), 0/H -E 0/H -E RELOCATE POWER (XCEL) RELOCATE POWER (XCEL) 0O00+v 15dH4 dol fI VW 0/N E - _ I a a 150+ x r 1 0 0 148+00 • ce 0 G7 C3- I3 PN II ) 3 3 r =I ) OF DISTURBANCE I 0000+[rl V1S 3NI1 HOLY RELOCATE WATER (NWCWD) Project No./Code cn CL w O w O) z 0 < ,-- a c As Constructed a z° I WELD COUNTY ndex of Revisions a 9 5 9 ay0 S 9 00'00+191 VIS 31,111 H0JVW t I3 =I I Z w w —J I•o II • La I 0 C7 O I C' C7 C7 i _ s _ 00 00,1414 MIS NO1VW RELOCATE WATER (NWCW0) r OO Project No./Code N a 0 ti 0 As Constructed WELD COUNTY ndex of Revisions O Computer File Information 9 Drewing File Nerve: 8 Project No./Code SRP-20 Sheet Number 38 of C) r rA nI I r, ..� /IT , ' I a WCR 47 CORRIDOR UTILITY PLAN SHEETS N 'Fr': Designer: Man LaPorte DeIeter: Matt LaPorte Sheet Subset, V N 13 J .�J y a a V .. € s 'a Index of Revisions Date: Comments: InOtate: Z Z w w z 4 U w �?'3 0-.'31 w [331-0� O COOw�� ZZlthi C O � � �www�g= »»'>J Iw wu I I> j Z = 7 0 i 'aT0 w d 0 � � � U' y w waa I Iw j c i T.v I I I I I I 1 162+00iI N. Ny. LL U I a I I _ '' CD)' I I C7 I> ' n a I o I � /J wQ / UJJ 1,.,/'Q �U� o9 >w 3 I _o r" row_ t I M�y� �+�iw 3 _�z W Cliff 1 I 'i Di I i o 00'00+L91 V1S 3N11 HOlvwU o� rc uLLg2 GE OF DISTURBANCE 00'00+SLL VIS 3NI1 HD1V% I I I I I I I U 0 0 W 5, S CD —2 O 5 I 3 3 I I 13 I I Project Nu 'Code A Cn CC I — W O w ❑ _ O< UQ r— a - v U� 2 3 2 8 A As Constructed 2 K WELD COUNTY ndex of Revisions E 8 0 0 E c r.°) 0 d E 0 ci a E Las; &lodged Date: 1-3-17 a 3 Q a 3 0 oe ce x r fe t WCR 64 W-1 a' RELOCATE POWER (XCEL) 00'00+Z I©'K1iS,3A1I1 H01VW RELOCATE WATER (NW 3 31 3C) 00'00+St V.S 3N0 r - v U 178+00( HOIVW I I � 0 I I II a RELOCATE GAS (DCP) RELOCATE WATER INWCWO) RELOCATE GAS (DCP) POTHOLE INFORMATION --da- a FQF o 6 's'o" a o N$$ 8zz zz 00 0 0 o a z l z W oo 3 2 5* 2 3 z 0 2 3 WCR 64 N 1J V a O nLL O I-- z() < �(f) in V = J cL • I rw • ~ • (n O z 'wn O w J C/. Project No./Code z 8 U) 0w O w O Ce z U� Iti } I— ° - 2 0 3 Sheet Subset: As Constructed z O O O J W ndex of Revisions 0 c Ca C LI d E 0 E I a E Lax Moolkd Date: 1317 I SCALE: 1". 50' a Z w C.9 w J 3 ❑ a 3 ❑ a 40'00+S L VIS 3N11 I-101VVi 31 ce I a EDGE OF DISTURBANCE a of 00 II c0I 31 1 al 31 00 188+00 186+00 184+00 I I 9 I I I I 31 I IW I rip 31 I I w CD C)1 a + 00 00+Z81R }`9M11 1-401 V W III RELOCATE GAS (OCR) `EDGE OF DISTURBANCE RELOCATE WATER (NWCWO) PW UU U :'" W Project No./Code 0 ¢ Sneer Nurnser 41 ow 0w — CC Z O< U� N-0- 0 E a 3 O As Constructed WELD COUNTY ndex of Revisions 8 0 E 0 U- d 0 a E U a z E a 2 3 S S 0) ns;s SCALE: 1" . 50' LYSTER FAMILY FARMS O Z w C9 w J EDGE OF DISTURBANCE 01 Pr —ROW-- Pr —ROW 3 a ce 3 a 00 a I 6 a`I 3I C LI a1 of KI a1 I 3 00+9fi19t,3plll H31vw 194+00 192+00 190+00 C: II I I I II I ~i I I 1 II ci I) C-) 7 i IQ 00'00+69, V15 3NI1 H71VW RELOCATE WATER INWCWD) a Li fV J7 L1_ z � n (7 LU U=< w U w r w I- O -J Project No./Code Deslynar. Mall LaPorte 0 As Constructed I 'a WELD COUNTY ndex of Revisions 0 0 0 40 0 0 I1 E 0 3 ry B a mz� OF STER FAMILY FARM: - ❑ z w w J I 3'o a. II a a. 3 0 a 3 cc 3 9 a` 3 cc a a 00'00+C0Z V1S 3NIl HOIVYV a` I 3 I a I m a 3 C a 3 • I 5 -I o o I w ce I a I 3 I O L 3 I t a 9 1 a I 3 t • 3 0. 0I a I 3 i • 3 a a • I K • 1 t O a a 202+00 200+00 I� — — -I CD I w I I cs ._ I I II I I U I 71 I I I II I I I II I ci II I 11 198-1-00 I II III I I II cfI Ice II I I I it I II II 00 00+9619A4 `9NIl HOLI IN O S T. c_ • - co w c� O z E EE E _ v. • w a. • CD Project No./Code Sne¢t Number 43 Cn f W 0w ❑ z 0 < cc F— U� 2 f As Constructed z O O —J W ndex of Revisions 0 E Lest Modified Date: AS NOTED Uncle: Engish wo 00'00+0 Ii HOIVr 0 Project No./Code m Sheet Number 44 ul a a a I 0 t I a a I _ I c� I c - o x� I I Useq 4goW ca LLS Zt I .� oo QOJ5 zu o�o� M -w W =ox� I ,w ryowt WCR 47 CORRIDOR UTILITY PLAN SHEETS LEGEND • UNDERGROUND ELECTRICAL LINE - -C---G-- UNDERGROUND GASLINE UNDERGROUND WATER LINE - -I---I---1• UNDERGROUND TELEPHONE LINE - 0/H -E OVERHEAD ELECTRIC LINE ICI w EXISTING RIGHT OF WAY - Pr -ROW - PROPOSED RIGHT OF WAY POTHOLE I I EDGE OF DISTURBI C) 1RUW Pr-fJW Pr ROW II I i•ROWPr'ROV Pr -ROW- } C) /jPHN52 / I ______________RELOCA 0 ED - -. ED- c, 2081+00 I I I -I---( _1_1 7- - - t I - EDGE_ OF DISTN URBA • I 1 . .-.4 . vGXr 2 , G CII OCR PIPELINE ` �SAD9LE BUTTE EASEMENT �ROq(IES MIDSTREAM L 50 FYI EASEMENT B' S4EEL CRUDE OIL IPIPELINE CALL BEFORE IFOR Ti SCALE: 1" = 50' H i Y `‘..7; As Constructed 1 a' 2 .. & .. > --- a WNI 4,____ Z ,11- zw Qo a n — — — G 3— 8R ¢� �__ -G —— a _ G — � -- I— -G— a I — •-i---(--11---�'�-$`p� GI -1—G1 CD I I GI — -j- — GI I ° ° J —I—Q —— 11—G—_—_—- ii —G- 4G ---G - I F . t T —G 1 -G ---C -- 4_JL1- ,1 IT 1 ,..O Gt--2`Gc,i.--G---G WELD COUNTY C41PUBUC WORKS DEPARTMENT 1111 H. STREET P.O. BOX 758 GREELEY. CO. 80632-0758 PHONE: (970)356-1000 FAX: (970)3048497 POTHOLE INFORMATION A? g0 O z — — c-- ro I— j , — O I I G - -r.6- - rE GAS IDCPI O --G--1G-fi-- ---'G6-;; 00o >>> z z z G — G — — — G 'II y• _— -TT 7 §33 65�rA�G11 0� I I x 4<�I / // GT— I I ,F ,� 7 / A--- — I K I x / / I I I . E 7�' , / c� DP a3a¢ - I I / ./� .. / 'I` POTHOLE INFORMATION me I / LI a= 8 s""s z § g z = Icj1 G/ /• / ) I ww 0b1 / z� $tea ;G • I �� I a D. n I g,I I GAS II I I III I/II o4400w €D e omputer r. lie Intormauon Creaky, Date: 7-25-16 Initials: mdl La51 Needled Dale. 1-3-17 Inllials: mdl FJ Pei: Drawing Fie Name: Moo 51adon Der. Vol 5rak. AS NOTED LIMB. English K a✓ \ / 204+00 FORMATION Ii em a i x X ..I I m o _ a I ,. J. —_ � C oo'o0+£oz v15 3Nn Hoivoi w FO H a �iw z'i c s il! f1/4g g a °a rfuNGENbERG FARMS LLLP I I O w 0 w u EDGE OF DISTURBANCE } § } w«< a VIS 3N11 HDIVIN El § 0 } \ ( } ) 4 0 \ 00 O u4 216+0 I 214+00 212+00 § 0 O O O O O 0 O O +41P4(IQ, Ho ✓ NI k § 00 r6iP /kt Project No./Code / k As Constructed ) WELD COUNTY } Q ndex of Revisions 5. 3 ) k 2 Memo Station Ver. V81 Scale. AS NOTED HUNGENBERG O z W 0 W J 0 a tt a O a DGE OF DISTURBANCE 3 O a 3 s a 0 a O T. I 3 0 a` a ce a a ae a a a • I I a a tt 1 a I • I n` 1 3 I a I 3 I a I 0 • 1 1 a 1 01 I a 31 Y a1 ❑I 00"00+L 1Z VIS 3N11 H3IV I I '• I y. 3 Ik• 'k x Project No./Code ce ow W ct OZ � U � UM a a As Constructed s WELD COUNTY ndex of Revisions I 5 I 1 4 yA I WCR 66 SCALE: 1" 50' POTHOLE INFORMATION g 0 0 Z O W W J ce l 3 ❑ a a a, a 3 a a 00'00+LCZ tl1S 3NIl H01VW 0/H -E ^ 1 rµ E �1 V I%¢ 0/H -E WCR 66 p/H-E PE — 1-a 230+00 ¢ 1 ¢ III I1 Q� 1 1 I0 1 1 L.(' l 1 8E, u l a 1 1x 1 I 1 11 II I 6I P DI 31 z L 30l a a` 3 cr ❑I a- 00 228+00 I \ 1 1 CD I 1 1 I wa 1 1 c7 I Y 1 1 1 I ¢a 1 1 co i ` I / \ 1 1 C) \ , v I I i CD I i I w I CD SR CD I f U D a L 6 226+00 CD I ° I C7 LU CD C' �'`'`�aA ( 0+4GL%1 �17I1 H31VW wl 0 L? 1 CJ Pr -R Project No./Code 2 I s Sheet Subset: a, As Constructed No Revisions: S a° WELD COUNTY i ONgq 3�a11 Vii yS ' 2 ndex of Revisions 1 3 0 E c E U 1 a a 8 S a, Ikau Station Vs. VAI Z ,W^ w J EDGE OF DISTURBANCE LOCATE GAS (DCP) PE WCR 66 U 8 1 C �I G a o I. S 1 L C I I W , I 234+00 C.J _ I " II 232+00 o% T — I 0 I l C) 00'00+ i£Z %/IS 3NI1 H)1VW RELOCATE POWER (XCEL) DGE OF DISTURBANCE RELOCATE GAS (DCP) POTHOLE INFORMATION O A I, re. 0 O A X - - v w WCR 66 Project No./Code Q w 0w Ng CC CD Z O UQ L r- -cr. a L 1- U7i f 3 i a As Constructed WELD COUNTY ndex of Revisions I a 0 c 0 E O C LL E 0 2 S a Last MaElfletl Dale: I-3-17 S 7 A k I i 00'00+S4L V1S 3NIl H01VW xZ f Eg 11J W J W W L .= I ELOCATE GAS )OCP) 5 0 Project No./Code a Sheet Number 49 of U) ow r, W ❑_ �� o< o� r• Q- l.L o� 0 0 As Constructed z I- z D O 0 ❑ -J W ndex of Revisions 0 E DC g. g. a MiA0 Station Ver.. V91 J 1 k I g 31 9 .I 0 z W w J 7 } I 0O00+SVL V1S 3NI1 H01Vry EDGE OF DISTURBANCE :OBERT FEIT Project No./Code V t 0 U I s i z 0 U O J w Index of Revisions 3 O 2 E 0 E a a N A G ow ow gt O z W O W J GT— I J I 1A(c) U�w WyW LOCATE GAS (OCP) 00.00+6SZ V1S 3NIl H31VW 258+00 256+00 Lt C') C7 C7 C7 C, CD C) C) C7 00'00+ 451g.4 H01VW 0 a RELOCATE GAS (OCR) POTHOLE INFORMATION CD oO F CD J CD CD 6 Project No./Code 53, CD x As Constructed T CD z a WELD COUNTY ndex of Revisions a a co E0 LL d E U CD a E a a Drawing Fla Name 0 SCALE: 1": SO' z O Li! z EDGE OF DISTURBANCE a z w CD w J 0000+99ZGW�der H31VW 4 26+00 C' c) C) C-) CD C' CD EDGE OF DISTURBANCE 262+00 I CD I I I I C' I I C) II 0 I I 0 I I I 260+00 I I C' I I 3-H/0 — 1-14 00'00+66Z ViS 3NI1 H01Vw RELOCATE GAS (DCP) Project No./Code x Designer. Matt LaPorte As Constructed } I- z 0 U O J W ndex of Revisions 3 0 0 iu 0 C LL m E U E 1 a E Lug godlike Dale: 1-3-17 Basing Fie Name: S 5 > SCALE: A": SO' 0 z w w —J 00001-cLZ VLS 3M1 H01VY1 la A wl 0 A 1 2721-00 4 _ 268+00 I I I I - I I CD CD C' C7 C.7 C) C) I I I I I I I Ca I I C EDGE OF DISTURBANCE 00 00+99W0A OQ11 01 V W RELOCATE GAS IDCPI Project No./Code XVI O w O w O �y. ENCI) O< r N� X U7 a p 3 O As Constructed 2 a WELD COUNTY ndex of Revisions A 3 a 0 .Si 0 4 Si a 0 E 2 S 9 0 Lau Modified Dale. 1 Scek AS NOTED UnIS; Si Alec Sutgn Dec SCALE: 1" . SO' Z O O Z w w J C 0 I O 0 I a 00'00+018t4ddn HDivw III 278+0 N- ce U CD C' CD CD ca C7 I � CD I � 276+00 I C7 _ I � I � C) c3 27+00 CD CD W • O 0 00'00+£CZ HJ1Vw U 2 0 0 0 ELOCATE GAS (DCP) Project No /Code A a S 15 Designer Mae LaPorte 3 Sheet Subset: As Constructed S K i WELD COUNTY ndex of Revisions I 0 0 E 2 Last Moaned Dare: 1-117 4 w _OOO g305 :: 3 W ... 11, u U ni'0 �t ° o y 1 lig Project No./Code m rveil a cc Sheet Number 55 or - REMOVAL NOTES 1 COORDINATE ALL REMOVAL LIMITS VMTH THE COUNTY INSPECTOR. 2 REMOVAL OF PIPE INCLUDES END SECTIONS. 3 SAW -CUTTING IS NOT PAID FOR SEPARATELY AND SHALL BE INCLUDED WITHIN THE ASSOCIATED REMOVAL BID ITEM. 4 SEE UTILITY PLANS FOR ASSOCIATED REMOVALS AND RELOCATIONS TO BE COMPLETED BY OTHERS. 5. REMOVAL OF TREES. SHRUBS, AND OTHER VEGETATION TO BE PAID FOR WITHIN THE CLEARING AND GRUBBING BID ITEM. 6. REMOVAL OF DELINEATORS, RIPRAP, CONCRETE CHUNKS AND OTHER ITEMS FOR WHICH THERE IS NO SPECIFIC BID ITEM TO BE PAID FOR WITHIN THE CLEARING AND GRUBBING BID ITEM. WCR 47 CORRIDOR REMOVAL PLAN (SHEET 1) Designer C. WRIGHT Sheet Subset 1 of 24 /// La. k 4 i OO_ U 7,-, ffi m O Sheet Subset As Constructed No Revisions. Revised V 5 > PUBLIC WORKS DEPARTMENT 1111 H. STREET P.O. BOX 758 GREELEY. CO. 80632-0758 r. Dr PHONE: (970) 356.4000 r FAX (970) 304-8497 WELD COUN Index of Revisions m to a c S c ro E E O U U) m' O I Computer File Information Creston Dare 8/31/2016 Initials CLW ast Modified Date 216/2017 Initials CLW Fug PO MwaoJtcrs_oes1uMwcp47ccawocRtnUroccOsN SHEE rs Drawing Fie Name WCR 47_DEMO-SHT 1.DWG AutoCAD Verson 2016 Scale AS NOTED Units Enghsn. ZO tt u u4 Wf' too:' WCR 47 CORRIDOR Project No./Code 'V a s O g F J Z U L n REMOVAL PLAN (SHEET 2) Defamer r'. WR1f;HT I I —cnfarnvu f.AJfr�,rt[ic rtvMu REMOVE STRIPING AS SHOWN ,L r i hl •rr," PLAN TO REMAIN (ROAD WAS SHOWN SEE STRIPING r; FUR pp, isE ;PIPING CONSTRUCTED AFTER FOR PROPOSED STRIP' 111 - x _ AERIAL IMAGE WAS TAKEN) 'g U m m O Sheet Subset ISheel As Constructed No Revisions Revised a a z > 3 7 , sl IM a y ' 5 € zUp L- i6g g 4�I iu3t5 JL..t� Project No./Code r4 w Sheet Number 57 of min now W ROW - ROW--- ROW-- ROW Pi-.. _._.......ROW �... ... �, _..____KOM' -::.;w — ROW —ROW— ROW ROW EXISTING RIGHT-OF-WAY WCR 47 CORRIDOR REMOVAL PLAN (SHEET 3) Desaaner C WRICHT I Sheet Subset 3 of 24 i- x (9 u 2 a Sheet Subset PVA poernaa SUOISIAea oN patonJtsuoO sy Index of Revisions Date Comments Initials z a 5. r, co t LIJ 'wo, Project No./Code SRP-29 Sheet Number 58 of - La._ Y > z q 3 o qqOayayl� grw Affi@o ja$ WCR 47 CORRIDOR REMOVAL PLAN (SHEET 4) Sheet Subset 4 of 24 r 2. tf w —w w . w — � c 3t _ i U c 0 O _ U 5 a O Sheet Subset I 3 - 1`tGW- ROW— REMOVI EXISTING ROAI CROSSING SIG! - ROW- ROW- ROW- ROW- .ROW CULVERT TO BE - LENGTHENED FES TO BE REMOVED REMOVE EXISTING --C STOP SIGNS REMOVE REMOVE 55 L F. OF EXISTING SIGN IRRIGATION PIPE • W-- w w W ___ W -- As Constructed No Revisions Sr s ¢ a > Index of Revisions Date Comments. Initials ="'Roil 47 « } \ �\ \ ' \ Project No./Code % Sheet Number 59 or - � I q 4� \° 0,,}� ., -------�-----��.\ ,'} S WCR 47 CORRIDOR REMOVAL PLAN (SHEET 5) Sheet Subset 5 of 24 '--- Designer. C. WRIGHT Daimler C, WRIGHT Sheet Subset 444'!0 --90W r PROPOSED WCR 47 CENTERLINE S REMOVE EXISTING REMOVE ASPHALT ROAD / EXISTING ROAD t:HOSSIN, SIGN As Constructed No Revisions } > WELD COUNTY PUBLIC WORKS DEPARTMENT 1111 H. STREET ), 1.) r ' = P.O. BOX 758 CM 4 l' GREELEY, CO. 80832-0758 PHONE. (970)358-4000 FAX (970) 304-6497 Index of Revisions f,,,. Comments It Computer File Information j � - k i I Modified Date. 2/6/2017 Initials CLW I Path uPROJECT JES3C3N\V.CRa/{JRRIDCAMU IO:NW°.M S: -EE TS Drawing Ftle Name WCR 47_DEMO-SHT 1.OWG AutoCAD Verson 2016 Scale AS NOTED Units English I b�= W - «3, .. . ! y } ' �. __ FL a. >rn mod\ , Ci ` . REMOVE EXISTING CULVERT • --1 c. �, 4 F 2 c Creation Data Drawing Ft 11 � a 8 { s w a a 2 ti'SiI W Q g fl Project No./Code cr N Sheet Number o1 - j� U 8� u9LLX, O I WCR 47 CORRIDOR REMOVAL PLAN (SHEET 7) Sheet Subset 7 at 24 Designer C. WRIGHT I- 0 W U m D Sheet Subset As Constructed 2 0 3 K z py 5 ¢ D > WELD COUNTY PUBLIC WORKS DEPARTMENT 1 . I 1111 H. STREET P.O. BOX 758 or GREELEY. CO. 80632.0758 r' ir t PHONE, (970) 358-4000 FAX (970)304-6497 N.1 .l f/1 - -. - .. VVlk4, PROPOSED RIGHT-OF-WAY REMOVE AND REALIGN EXISTING IRRIGATION DITCH (COMMERCIAL ACCESS LOCATION) REMOVE 40 LF_ OF EXISTING CULVERT Index of Revisions I,... Comments Date Computer File Information J U 0 E O co s Last Mooted Date. 2/6/2017 Imeals CLW FJI Path M WROJECIS CESlGt11WCR47-:ARRIO0RAUIOCADWiA'. SHEETS Drawn] Fla Name WCR 47 DEMO-SHT 2.DWG kIoCAD Versm. 2016 Scale: AS NOTED lkMs: English 1 .. to � I hto WI a � il.^ W<j 6 O bg D O� N _._ Project No.. SRP- Sheet Number Dewier C. WRIGHT I I Sheet Subset. Sheet Subset 8 of 24 WCR 47 CORRIDOR REMOVAL PLAN (SHEET 2 M5tD U PR VW !WIT r LIW nun A roar nvw CONTRACTOR its VERIFY LOCATION EXISTING AND REMOVE 1400 RIGHT-OF-WAY L.F. OF EXISTING IRRIGATION PIPE c O As Constructed 0 0 o 2 0 m Ir 3 > Index of Revisions Date Comments Initiele to I 13 O ; c. c I I ce V 3 u 0 ¢ Sy I z g C _ — I _ v 3 ' = 3 ., 8 a 3 e � o Project No./Code a fr d z o Sheet Number .133 of - WCR 47 CORRIDOR REMOVAL PLAN (SHEET 9) Sheet Subset 9 of 24 r n't1W .- ' kUW• _ iijC�.. rt{);p ..._ _ HOW •-- r(aN k`(il= a EXISTING NIGH ; .r )r--,-WAV Designer C. WRIGHT 1 - x (.9 U B V m 0 Sheet Subset As Constructed No Revisions Revised a 5 > WELD COUNTY PUBLIC WORKS DEPARTMENT 1111 H. STREET P.O. BOX 758 GREELEY. CO. 80632-0758 PHONE (970) 356-4000 t C FAX'. (970) 304.6497 1 HH. n- ; # 0t 3 Hh zI_uz Fpzs XWOO Win fl ? #o i 2: # 'Th. S a a I a a pp H O Index of Revisions Z E Comments O.. 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J 0 0 K g J wr- CD al LZZ >C UG UJf'1 J :_ 0 0 UKIv'E GASLINEI 71 WOE REMOVP U U m Sheet Subset c. 7_ y�z I a o 715 oa USN US CC (,W 3t r 5,4 �J As Constructe 0 C 0 C° a Q O z 0 > to ¢ O > Index of Revisions Dale Comments In!l als ` / I. ^ \ ` $glos ! �� \§10.9'4 .«| ■|2 g�,: Project No./Code ( 1 Sheet Number 65 of , ,,w §! ,§ �° 7!,« K` ja WCR 47 CORRIDOR REMOVAL PLAN (SHEET 11) (Sheet Subset 11 of 24 \§ $! 0u cc Sheet Subset As Constructed No Revisions 4, f WELD COUNTY r„ PUBLIC WORKS DEPARTMENT 1111 H. STREET 1 1,i r ' -- It P.O. BOX 758 - 61 r p GREELEY. CO. 80632-0758 ' PHONE (970)356.4000 .. FAX (970) 304-6497 i J/ VCR 47 Index of Revisions }..,. Comments j r Computer File Information ) & 8 I Last Modeled Date 2/6/2017 Initials CLW Fa Path Al s;E OJECrs9m+rnraa un4rtioDomnUta:w� wLAnEts Drawing File Name WCR 47 DEMO-SHT 3.DWG AutoCAD Version 2016 Scale AS NOTED Unas. English { / . <. \» \ !LW us O nP : [ ) #$« _ \� N. , 6a :Lc \ a,§ / ore m N. ry >I �I a ≥ W ? tI33_.. c$ .ti3,D„; >3 0 Sa E; 'O o r COI EXISTING UTILITIES, I=I::,. '- SEE UTILITY PLANS kiNIGa , b_u; UIP� Aki FOR RELOCATION z 31 RUC IURF_ i,; INFORMATION RLMC VLI:; IUUD ys x a r s 6._ s ". r 5- Project No./Code m _ o rl z m di Ii $'1 625 E WCR 47 CORRIDOR REMOVAL PLAN (SHEET 13) Sheet Subset 13 ol 24 _ci s :.r 1 I I 1 3 = C Deader C. WRIGHT Sheet Subset C I Ij W W X U. e WD o m OD_ O f 22 ~ I- W J) Z it s Z µ�1 LLj ow rid, — O ✓/ID 44yX p Z2S [C I- in w r X u_xO J. W 0 - 11 E 1. ... j I' ' Q s 3 ~LL J ^ I�I I 'f O As Constructed No Revisions Revised g ce CC 4O a -,_.'02M _--comW E3— WWI- 'Id av mct XisjWi_ Li) m j ;O o W?. -- OOm new s_� U '4 WELD COUNTY PUBLIC WORKS DEPARTMENT 1111 H. STREET P.O. BOX 758 GREELEY. CO. 80632-0758 PHONE. (970)358-4000 FAX. (970)304-8497 R`$ r 2: Li�� Li W-, _, r ,s �` th am C O ) j--- o0N O a f Jo I0 IL 0 r- 03 LIJ 4. ¢ W W m a a 0 sa # X J W H '� W 9 Q ... t.-"- D BE ERS REMOVE EXISTING 'STOP AHEAD' SIGN S. -� -, - '. - . - C - d . 3 - 7_n. 1 • s 4 !; i4 NV W 7 u, .`% ¢ ^ j> W W 'n — r o u: ¢ 6 O Y w Computer File Information Creator Date. 8/31/2016 Indus CLW Last Modified Date 2/6/2017 Initials CLW Full Path tawRUEcrs_L>tsruNUovcasr;:ORratxmAuTa Piu,:...• Drawing Fik Name- WCR 47_DEMO-SHT 3.DWG AttoCAD Version 2016 Scale. AS NOTED Units. _r J ,r • RE,MUVE SIGNS -'1 Der yy D i S h ♦♦ b IC 2 s J C z k EWE.c '� 4u ft W > et*j ty1 KK]! o c5 yamga �Wa O m Project No./Code SRP-29 Sheet Number 86 of - �5y / / [HEMOVEE)USTING REMOVE EXISTING r REMOVE 55 l..F OF // ASPHALT ROAD GAS MARKER EXISTING CULVERT I/7 / WCR 47 CORRIDOR 1 REMOVAL PLAN (SHEET 141 Subset 14 of 24 I- 6 U m c 0 g Co H 6 o m m- m Sheet Subset As Constructed 3 a m Cr o z V m S m CC o 5 > {-I , _ k \\ lii {S$\ei Project No./Code ix m Sheet Number 68 of - _ . WV ill 1-Y q \§ | § 7!| 2|., WCR 47 CORRIDOR REMOVAL PLAN (SHEET 15) I Sheet Subset 15 of 24 \— EXISTING RIGHT-OF-WAY IRRIGATION POND TO BE REMOVED OVERHEAD ELECTRIC TO REMAIN REMOVE EXIS. EXISTING UTILITIES. SEE UTILITY PLANS ' i:at_ P lTROA )% 00 ra k9 !k Sheet Subset As Constructed No Revisions Revised Void WELD COUNTY PUBLIC WORKS DEPARTMENT 1111 H. STREET �. i- P.O. BOX 758 -- L." I. ti 1 GREELEY. CO. 80632-0758 HONE. (970 3356-4000 FAX (970) REMOVE EXISTING ASPHALT ROAD VV C: ['WWI of Index of Revisions $.al E ,., Comments .•. . .' 7... . �. ' 7 . , • .• FACILITY -O BE • •.7EDBY�.."�THEks • •L . , • Computer File Information GeatonDate 8/31/2016 Initials CLW `Last Raffled Date 2/6/2017 Initials CLW i § \ } S 7 I Drawing File Name. WCR 47_DEMO-SHT 3.DWG AAnoCAO Verson 2016 Scale AS NOTED Units Enghsn 1 (R� +S KJJ SI a 2N SS2 Y is ₹VJ O ?ocw n o5 Project No./Code Sheet Number 7D of - .�.4\--- :s a3Mt w�_ Y t6 �t� �V u ii q8e �tY g - u", a ca Q it 3 0x 3 x T N I L__ - , Q 2 G ' WCR 47 CORRIDOR REMOVAL PLAN (SHEET ' Designer C. WRIGHT I Detailer C. \&RIGHT I Sheet Subset (Sheet iI � , Z. a _r. .J ? 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Dour- onw n.. u. en.Onus lanaicnWlanaionu, onus onm DPW., - orris oc:,u .��,... .�n. _ 1JLL`.. l O O r O S LL WCR 47 CORRIDOR REMOVAL PLAN (SHEET 21) Designer C. WRIGHT I I Sheet Subset 21 of 24 V in 0 Detader. C. WRIGHT Sheet Subset As Constructed IJa WELD COUNTY info PUBLIC WORKS DEPARTMENT 1111 H. STREET P.O. BOX 758 GREELEY, CO. 80632-0758 PHONE (970) 356-4000 - FAX (970) 3044497 ndex of Revisions m E 2 Comments I u 0 O Computer File Information d m c co G Q Sq O I Last Modified Date 2/6/2017 Initials CLW FA Path M WROJECS Ci61GMW[:R47LORR7D.^.R1.W TOCA0W(,AN ?It E16 Drawing File Name: WCR 47_DEMO-SHT 5.DWG AutoCAD Version 2016 Scale: AS NOTED Units: English W ..., ZZ , iu WQ > J S 30YSuI Project No./Code m Sheet Number E of - Z5 V,9T>w V waa3 's W¢¢¢ti¢ Ui- WCR 47 CORRIDOR REMOVAL PLAN (SHEET 23) Sheet Subset 23 of 24 t O Y c 1 'J' a -, wD 3 z3 W X 0 !X K¢W a Mm 0.LL N c O I- C7 `m O Sheet Subset Ic o 4 `1 0 c } :C y As Constructed o m .., 1 - C O W >a n a 2 Hr.. _ _ .. All w O ,5 Z 7 :Cal at w Zlz a i i = O Z R. LL _ „y W'o LPL 1 WELD COUNTY PUBLIC WORKS DEPARTMENT 1111 H. STREET H. x w r GREELEY. CO. 80632-0758 PHONE: (970) 356-4000 FAX (9701 304-6497 W -w w w -w --- w — A r __ � hr-RDW -- Pr -ROW- Pr --R RUW Fr-RO',1 r r-ROW---_� REMNCE PROPOSED ExISTING FENCE RIGHT-OF.WAY if C R - . ,. u M M' M M • • Pr -POW -- - - - --ROW -- w CLEAR AND GRUB ELECTRIC LINE, SEE DITCH AREAS FOR UTILITY PLANS FOR REGRADING /'t' RELOCATION INFORMATIUt. 4 / REMOVE SIGNS Index of Revisions to a E , , Comments Date Computer File Information l J U Lo 'D 0 �WW S Lam Modified Date 2/6/2017 Initials CLW IFull Path W Path RCJECi3 OESI iNMCA47-CORRIOORNUTCCAUPLAN 6HEE16 Drawing File Name WCR 47_DEMO-SHT 6.DWG AuloCAD Version 2016 Scale. AS NOTED Units. English -gm, _. _ _-T . ...A 1-- - 3 NTS ‘$6 CALL UI IU1Y NOTIFICADON CbNI ER OF COLORADO a 0 50 100 CALL J4L SINESS DAYS IN ADVANCE _ Feet eFFORE1YOU *MJ GRADE ••xcAve.: . . . 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E a C a) �. 0 .� N U x C — a) oo u — — O f- v ,L w m a 2 c 4.; a a u a so 4) CSC a) E Do as c W Element: Linear Radial Direction: S 89"07'49.41" E Chord Direction: N 0"04'45.66" E Tangent Direction: N 0"42'39.27" W Element: Linear 127+49.32 403153.83 245561.63 a Q8 N N m • Le ab g Z N 0 ft D 41 c d J a C C 00 oao c a Cno no Project No./Code h h Sheet Number 79 of r z SW L z O 't �a z O CC O Sheet Subset Matt LaPorte to C O Mall LaPorte a Sheet Subset As Constructed No Revisions: a CC WELD COUNTY Z Z U) ar N0 al nNOOna Ite ,-awW ". CC=LL ndex of Revisions I Comments: C 0 E 0 C 4) IEL 4) d E O U V E C C C A v E I C Last MooMed Date: 7? t C w UI Scale. AS NOTED Micro Station Ver. 00.00+?, �1Vrl z Z 110+00 Z W 109+00 r w a. O 108+00 107+00 106+00 105+00 104+00 o E 103+00 ~ • N J = Z Z W Z W - P J J T-1 Q Q a 5 102+00 rJJ 1 I I I 1 1 7 > ) 80 C"NCRETE > > 00 00.*001 vIS 3Nn H31VW �- "CE r SLOPE TIE-IN a a N 0 0 al 0 0 0 8 8 8 0 0 r 0 0 o g I- na ul ul 00 (A UU) o >2 0 o m 1 to d d a a. a uopene13 '0 Et'L9a1+•13 d EXISTING GROUND 0 uopemaa 'Co O 0 N 0 O 0 0 C 0 0 0 g 0 0 0 0 0 0 0 CO Project No./Code W J 0 it a Q Z Q —J a Designer, %tint LKIP_�Q As Constructed No Revision Sheet Number 80 u• Sheet Subset WELD COUNTY ndex of Revisions • C O co E O C a) a) J a E 0 U a E E Last Mooned Dare Drawing File Name. O W O a $3 00'00+9Zt VlS 3N H3LVNIA .mow :r7 11211 i Z9 80M rn 12rJ+r?d'-�� J r W O • O- CC CO NW CC W I1 $ W 124+00 + U C9 N z z < 9 men I - o o 123+00 Q J O C. W (W A C 2?J c J J Q • 122+00 co 00 O Cc 0: aW F Z W 0 LL i • o J +$• in aim on1 W N O C C 121+00 120+00 119+00 C. N i4 118+00 a 117+00 116+00 115+00 114+00 113+00 SCALE: 1 4 4 2i1]f1 > 8: CONCRETE > 4- 0O00+Z1l V1S 3NI1 ND! VW O W a O sw aW w O 7 wU � Z O O a TIE-IN POINT W C7 8 CROSS SLOPE 1% O 8 pr zw n Wa QO Ncv CO U) .- cco CO U a cc aW H W • $U_' O • 0: a o aim 8 N W O O a w W • r g W O aca a7o 000 z;o O III 00 0 0 r 0 CD 0 U, 0 0 a a CNI N 10 O Z ww mu CC 00 �tU J J Q C UU >_ 41Z►S9r'ii C0'9►•5 1•ldA uopena13 Q 0 3 R I .S6'059V•"13 4 I al'of+fZ ICdA .vu 9vYo• 17 1 Q 0000ABl3 1 .SZL►9►•Td BLZPAClet•1dA 8 U 0 Q 0 20 0 0 4. 0 N 0 N 0 + N CM 0 0 + c7:4 S O N 0 o+. 0 CO 8 • N 0 0 1, S N n� ID Q Project No./Code Sheet Number 81 of J Sheet Subset Man LaPorte 03 0 Matt LaPorte C s O Sheet Subset As Constructed No Revisions: 0 m K WELD COUNTY ndex of Revisions c E U c O C Too E a) U- o. E O O E c =7- E n Last MoeMed Date: c. a LL Drawing File Name: tit IL Scale: AS NOTED > Micro Station Ver. W H W Z J W WIZ < 0^WO 0 n W a „g4.) OLL T °Iv rvv w z z W w g LL < R J a + $ + Z qq w IIf moo 13(1+00 138+00 137+00 X35+00 134+00 133+00 132+00 00'00+0tt v15 3M1 HD1VIV 6- I b c 131+00 g tit LL > 1- W CL ''>130+00 cocoa 129+00 1 128+00 127+00 \ I' t. - —_il C san +ji_ 00 GO 1921 V15 > x1527 W L141 3NI1 H31, nett 6 I= W U 6U� LL Z U ZZ 0 I- W CC LOWU. O _ �In < U W LU cc co 0 w z Qua (0-00 a + $ r ZE5 u "°° min0 0 0 0 0) 0 0 A -4 a Ltd o bo g <LL + 6 i(12 zJw 0 UH rn 00Z0 U' O�� + ZQ tU wz c2 U - 8 <w N 0 F BUJ LL cc H IU- W OU 0 ta I- zQ¢ I —to w UZ I--WUU ) ) cr w Ijl O to F 1 'LE W 0 Ow hZ laM4 - 2f W W w 0 mo0 j o m + >< LL N 0 m r 0 0 ed 0 + a 0 '0 Tr 0 (0 (0 v V) N co W UJ uopenot3 ID a / r 1 U 0 / O a 1 Z! O t O Z H W) z O JJ LL + F2 a Si <o In )(7)o UU O D rn I— I 2 CROSS SLOPE 0 to v 1 / 6Cb49Ps•13 ISCL9+LZls.dA A 7 V f uoPenes EXISTING GROUND 0 0 O 21, 0 0 0 • 0 0 8 N 0 O 0 z 0 0 0 Project No./Code Sheet Number 82 ut Sheet Subset: Matt LaPorte C a a 0 Matt LaPorte I s 0 Sheet Subset As Constructed No Revision V 0 J WELD COUNTY z 2 Qo O' wa^i$5 m Lo 0UQ'o ^f 0:R>W m' 'au - 7 a ndex of Revisions c 0 .o 0 G a) IL Zit 5 4 0 U 0 m 0 N 0 V C, c n Last Modlded Dater Drawing File Name: w AS NOTED Units. 4.4 N t: -441 / 4-4 a3J "6,- c- uopenal3 rX F- U co o v s o x g 00'00+ts1 v1S 3N11 HD1vri W N ? ° ' ' ' z o Project No./Code d et ca Sheet Number 83 of J IJY VV 2w ~_ N z- OI tr 'I I cs I ' > I S` ; L pp. i Q i O xW WO,_ *O U 7 , V �7y LL LL"T�Z �F . ZW i I I. l WCR 47 PLAN AND PROFILE Sheet Subset: LJ- aw 153+00 00)i . i - iI �' C I II )Q IU_IV I- N 0 " ln 8^ a ��S.E $2 L',i 7m 089 •fSl=1M I I 1 I _ I ei2' 7 0 ICI w 2 I ti ._i LO • O / o 9 o 152+11 — !. $ o J a IO -I S. CO 2 O C a 0 O 4l O a A J 71 tp i L e m m O Sheet Subset 01 fik ,t .i \` c. ��. As Constructed in C O -5 L X o 2 Revised' S > WELD COUNTY I • PUBLIC WORKS DEPARTMENT 1y e• ' t 1111 H. g.? V f GREELEY, CO. 80832.0758 . - PHONE: (970) 356-4000 FAX: (970) 304-6497 2.- -wrrr tr[ '' WSW t -MSWTE i Tr!NY .i� _iNv Mil .r.: . 1RIV --RPM I END PAVEMENT TAPER )o PR • ?•) EDGE Ste=140+01 00 OF F'y '. TE Offi--40.00 RIGHT ) PROPOSE•;. i+00 141+00 142+00 143+00 I44.0u i45I00 118+00 147+00 V SCALE: 1'= 10' H SCALE: 1" = 100' aos% Index of Revisions in C Comments: M co O Computer File Information V, E N C o N N t,:- 0 a () D E C n _ A CD" O O I - u- g 2 LL 0 S a Micro Station Vat V8i Scale: AS NOTED Units: Engflsh F 4 w W uJ • >io 6-68 a " qc w • 8Lk. > J N alto Z C ) m m cn0 I VV•VV 167+00 166+00 00'00'99t VIS Ip W • - 16w@O- 4 { 163+00 I 0 L I I 162+0011 I I � r• � t v� { 161+0011 I Pi I uI 160+00 It uy cc' w a a Z o - fr- w rn W W R J >+� d to 10;:: I( z w:oo It W a I- I - z W 0 LL >0w 11 n 0 Z in 0 n g 4- 159+00 158+OOd 157+00^g It W 0 156+00 155+00 +cw,AA 00 00+OS t VIS 3NI1 FtDiv > I • ) El y I ? 3- I I yw `x Q N <0fle aJ F W w Z N O •2 IL In 2 w a U w CO"-Zr Q rA .IT N w 0 Ill a 2 1 z —C O Hg Z UZO F W a w 0 az_ 0 CC Q z 2 N H w w a <O Ini- 9< J � - W Zy C 0 C + C a ,13 0 m 0 Co 0 N a 0 + 0 0 1• R O O II n W u1 to to >S 0 m to CC PROPOSED CL C • • ) • r • r • ) I • e. II LS-1We a6't9.tSlsldA 1 1 1 I 1 1 1 1 1 1 1 uopenem 1 EXISTING GROUND 0 CC R e R 0 4) 0 0 + CD 0 0 0 8 • 0 cn n 8 0 0 N 8 of zr Project No./Code a Sheet Number 84 of As Constructed No Revisions: Malt LaPorte Sheet Subset: ->a WELD COUNTY ndex of Revisions C C E 0 U C O 0 0 C a) U- a) a. P O U t to A a C L f.) -35 Last Modified Dale a I LL Drawmy File Name: z, 2w Z O= 1- N 2 <O K 6 J u uj IA W zy a L N 8d+i Er" ;41 O. 00'00 +Z9t VIS 3N11 H31VM1 - S OM 179 HI a0 I - WW to W w = Z 84: '61 m- < 'aaz xQ o ur; i - u) 177+00 1 Itl 176+00 1 (i u 175+00 , 174+00 c n a 173+00 L a` , - ' 172+00 gI tin I f LI 171+00 170+00 tact r fx 1 II ist kri I� La OO 00-99{ V1S 3Nn NDjVw W w lw- Ow al CC N z 0a. O OO S O N" -RADIUS = 70 FT TYPICAL C 0 C 0 m aw 0 H Z W W w s== wMN 8 0 N 0 z W + < co 00 2 0I -o N W (~0z c0 O w cc di aP w 6 z z r w = w80 c 0 cc a a,8 z'D cq aIA7 m CO LJ 8 n 0 n 8 (O 8 N 0 n 8 N 0 0 N. C 0 n 0 a z uoponal3 C7 c mat e cNO m y0 z Occ ttO 0 Co HO" A 86'99+61 l sidA t t C 0 + utt 00 IItil O II 8 >x D C A 1 AL'SL911O3 9t-LLt=1dA 0 m c A aalts'13 00'SI+/Lts3dA PROPOSED CL 0 V oo'.Opt90C14 +5u -/d/1 I EXISTING GROUND t I CROSS SLOPE 1% aae 0 O 0 /A Ww( O 2 I- e}J_O N co 1- ,cc x a. O fa z O 0 W W02 ¢ U 002 O %' a a, cc yeg CO CI acc t - 0 ID uol enal3 N C r 0 0 CO 0 a+, N 0 0 + m 8 n 0 0 Co 0 8 N 8 0 0 + 0 + 0 0 + 0 0 0 + a, 0 0 CO 89 Project No./Code Sheet Number J_ LL O X0 U ^g LL Sheet Subset Matt LaPorte Cc 0 Matt LaPorte m C O Sheet Subset As Constructed No Revisions 0 a I D 0 CD 2 NON r 98O, f. N W aW'no O1-Xm COO Qp0" = Woeitei C-, Ti- m J ndex of Revisions Comments'. C V E w N 2 C Io N N a D E Lastoelfled Date: 3-11-17 Drawing Fie Name: w Scale: AS NOTED Units: C Miao Station Ver. Z ,..vr fr 195+0Qg 1/294+0 a 191+0 tt 190+oD I 89+09 it n g 1 c ` 34+0O or I r1._ . nh s w ' 71'01 cr 313H3NO3 .08 S EW • 6 F 'di w F -z - U) _.J llU� -Iw • 8z UJ • ¢ a N - 0 uly0 IUU- mN W J =Law Lu Z1,12 z "J + - O< Q w H (0 (0 vic 8 on O 0 0 8 0 0 m 0 r 8 + n m 8 • ✓ x PROPOSED CL s 8 to e 1 1 at • o < • • • • .er��Oppp��- iii Lt'Hl4+OdA G a uogenai3 EXISTING GROUN 0 m C to a 0 Co 0 'f + to a 0 0 m 0 0 x T' Co 03 0 J 0 03 0 N m (00 Project No./Code 07 a T Designer: Matt LaPorte As Constructed No Revisions Sheet Number 66 u! Sheet Subset: Sheet Subset: 0 WELD COUNTY r_ fiTO, r "8�g oX (000(5,io ce O>-wV O too • W LL co C7 J a ndex of Revisions v) L 0 O u C 0 0 C a) a) a C O U tn C 0 A C 3 u -15 E Ft C Jh O z J Dramng Fite Name; w O w z 2 4 J J • 2 no 2 -, Boa n W NCO • W y co an Ur W LIJ S r n o x (3 + C N g<0 �w n y 2 N 2n 2• w -• w n 8 K6 J a. Ec- z 1,31 202+9) �-o 00'OC+Olt v1S 3N11 HO!VY4 20940 & . k g - 206+40 1 4. _ mc 4_ dc,_ _ .., , _ .. , 2071�-y�10- 0_,__ _5-IG-k-rG JJ5- a 0 II 1 f ttd II 1 to 4. u u '' fri I I I III u -f I kaI O. -1 ' "Iu l *t GI- -,- • ,- G L �I—1,! I -a -- c— u I • ' 'I " C1-t•-cI- -`a1 ala tG -' I " " J HI I I I Ti A ± - L I u -I- d- -I- G`ii- (#.—I-- 9`---v-C---CI—I--E „ I I —far-at c— ,—cer - - c - -L u `s I Ts I 1 n 6i= u /• I -. I - I / I CO - CO -r I + _ +CO 1 a I6:C'�• " o vV y ICJ k I < I/II / I - 1 I '1 t? :G I .cI� r - t `I +06 H a, G r7 0 201+0i 200+0 Y Y - -G——G- V 11_V - --G� Y. � I O fJ CJ J I o C: - I — I g 31.32fDN00 .09 c C C C. IL u, 0 aw W W 0� WU n2 0 a OV CC LL. a. O w n O 2 O - W 0a. F- n 1 w W N n• 4W ore. a N N O C C XW2- F ,/) W O n n LL !'C•00 •961 Vii 3Nfl H^iVVY O + O N 0 0 N 8 O N N 0 8 a N S O N O N O N O 0 N O 0 N 3) C C 00 o 11 2 2 J w 00 CO N >x PROPOSED CL O O -t uocenal3 O • v .OL ) 691• l3 0 e 9S' $6+9OZ•idA ,00'6a99•'13 •C9.661•ldA £0.999P•"13 2 • • O 2 O CC O U' 2 F- n X W C • O 0 T 94E9.96;•0dA A O O)) n a u0penas 9a� ££•96: •IdA • • O a v 0 r v o O 0 O a N 0 + N 0 + 0 N 0 8 0 N O N S N 0 + CO. N O 0 N O + 0 N O O Cm) O O Or) O O Lo O O) to v Project No./Code Sheet Number J Sheet Subset Man LaPorte 0 Mall LaPorte S 8 Sheet Subset: As Constructed No Revisions: s cc -3 2 W '148 w• ar -co Q 1-* -` tomOcig O-2)uiv 3�aW2.. m ^ Wu. f LL O 0 a. D O -J w ndex of Revisions R C N C Y E E t3 .co 0 C O co E O C a) LL .a..) 7 a 0 U O E U, C 'C N N d 0 ✓ E a I C N- rll O 2 I Drawing File Name: Scale: AS NOTED Unils: m Micro Station Ver. 00'00+VZZ VLS 3N11 HOlyri a� CC I0 u. 'Cu. NN w -+ w 4_ 7- N Z0 U' a o aw N W Z Co W Z 0 i N 7- _ �tO 6 J 2 7w Gly' {ZV I. 220+4Q 222+10 I6 224+0 k 2240 u k 218+00 6 I kl Li4 II I a AI 'I II 0I ,i kl 21 t+g0 al 0 21>+ 0 6.4 cc W 21 f z Li Z ts f mwL. {u La p. t r) J ta py Hco en 0 • 21 + 0 �Q jw21+l '0 z CC 2 CD Ca 0W11 ~ aAA0 ZNo C9 „ Wow 0. 0 U ' Co 7 J w W N w Z a Co z • w N OO awo Co Co u / — 3 CO 1£E W ce CC CU Z H +0cc �w w u. ;t C3 Y x JO a rn a w w x 0 Co ~S6 2 lo 5.13 C7a cr Jack Z0Ow EC cow u. a i In p Uy L.- -J W Co CO 2 (7y 8za + r m w NOO (b�u. 00'00+01Z VlS 3NIl H01VN1 Is! I v SI I ill ,' I � I l a v � Co w \1 W < _ 22 I Z (- w9 to gz `; w w I Noo aLW W y lc 0 O O + 8 N 8 • N 8 8 8 N 8 N 8 N 8 N 0 N N 8 v a 9 .09'01937e0 EYLB+OZZUdA PROPOSED CL C� 8 >1 0 • ^ a 8►'98+E l7Ttldn 8 ^ 9 uo let al3 • F ♦ ca . R r w C. CO i es - I. £0391,'• T3 :e 9+LZZ=IdA l r' ) on to uopenal3 to to 0 CO 0 0 vo co O m N N it N 0 + N 8 8 N 8 8 N 8 N 0 e 8 m N O O N N O O N O 0 O to O Project No./Code co a. Co N Sheet Number 88 of j Sheet Subset: Matt LaPorte C rD Matt LaPorte V To m O Sheet Subset As Constructed No Revisions: Y K WELD COUNTY ndex of Revisions S pE U S O E to N ^ V E ^ co O 8 4 a LL Drawing File Name: W Scale: AS NOTED Units Micto Station Var. J W Z 2 uogg^al3 I- agr O O Qg O O u Q Wp O n n �6 u, re 00'00+B£Z V1S 3NIl Naive'o a tr. •. v < $ Project No./Code g ct N Sheet Number 89 of :Lc I ' u w N t.> I I r, °W I 1 I T. 'I ' w I r u (0 ZOO I s- I I O 4v ce ao o O 1 I I N CON o 0 WCR 47 PLAN AND PROFILE Sheet Subset: ul r-� c_1- I N g zri a u ij4C9 lriiZ=Idn 0 o I in CS roQ STA 237+30.00 END 600 FT CABLE RAIL - 1‘..3 I N W G) I rn 1 �J 1 I� V- iI H I I L. I I U to 0 f' J I- 4 _ $ O W r r W al W i N it 2 C7 N az amW �a zg),06 ACL ti, Ow N : 2 N I O O I 0 r '�0 I ; I '- O gWa a. �H a ter a c nr N Designer. Mall LaPorte Detailer: Malt LaPorte Sheet Subset: ��w a r LIT IP+SCZZ='adA,. LN6 . 13 N N _ I I 0 trl iI ' w in 4 W O oou. I 8 I 8 sr N I- a N yU K 0 I 0 N I I . LAs Constructed No Revisions: v 1 Z ' ¢ a -5 > r WELD COUNTY 4. • PUBLIC WORKS DEPARTMENT t x 1111 H. STREET P.O. BOX 758 �: r 1 GREELEY, CO. 80632-0758 PHONE: (970) 356-4000 f ,. •. FAX: (970) 304-6497 y 14 .l6 � ILL�'' `� s \-N.1/4...1... i / i J ' A..- l INSTALL REYNOLDS LATERAL SEE IRRIGATION SHEETS STA 230+14.98 END 600 FT CABLE RAIL INSTALL END TERMINJ EACH END 228+00 229+00 230+00 -------------- f. Index of Revisions I Z Comments: 4i m Q Computer File Information Creation Date: 7-22-16 InNals: mdl [ Last MocifedDale' 3.11-17 Initials: mdl i. OE J is g 2 i LL en 1 U a Micro Station Ver. V8i Scale. AS NOTED Units: English 00'00+ZSZ V1S 3NIl HOIYYI JG VV 4 '11 251+0-0 • I I U I e _ W CE — - I t5 250+00 II 0 I- N v I- N W p w • a. to 8za a m Z g o w y2w 2490 I I 248+90 +Q 247±¢0 ; g p 0 W II a 246#40 i O U LL a "iw J W co co L I z0 I M 8 Z 245+00 11 II �w ICE ---I _ fl: `I 243+Q0 a' W II 242+00 al II W g iii u I 241+6Q II W 4k l W II 240+E0 IC " 239+00 2 .� WI J I19 W I r CE nnn.nn 0000 I W 4.2 I D I I• I I, CJ U I II L I O v c I I I I' I• W C, 0 I 1" O L I t.T L u r - c I I _ u O J i i rlf c I 33i u • r 'cc —I J N w Z w y B• tau) o_ re; aZa 11 F-m¢cc 0 — O w tr w I - Z I_ W = 242 Y an$ ? N CO m u, O a N CM N O O N 8 CM 0 a N 8 a N 8 a Lo 8 N N 8 N N O O + O N N N N O ti O N Y O n UOpenae 8 N PROPOSED CL I- a ,OYCMP la 491 96.S►Z.idA 9 In 0 zL'C69ty 9C'96KiZ-3dA .00'LEI 9A'l3 C9'LP* 9CZ•idA 8 N a 0008A0I3 N D 'O Y EXISTING GROUND m Co Y 4 N 0 + N O O CM N 0 co N 8 8 N 8 LO N 0 + N a N 0 + a N 0 + N 8 N O O O N O O + 0 N 0 02 n N Co Y Project No./Code N CC U) Sheet Number 90 of W J LL A 1 _ ce Et Q Q a_ J Sheet Subset: Man LaPorte Matt LaPorte m 0 C Sheet Subset: As Constructed No Revisions WELD COUNTY So 98r- 0, (ONOOno Y mU?Io 8-0):w -. 'a t- -J WELL J U a ndex of Revisions 3 N 0 C O Lv C 07 LL m Q O U 0 E C c O N Creation Date: E c Last Maadled Date Drawing Fie Name: AS NOTED Uni Mao Station Var. 00 00+99Z vl5 3N11 HDI VW cvv rvv I. 0. -J a 265+00 W w x o n O x0- o� N W -4W ("N 2Cw7 oa �Z 6~ W ai N Oz we K w ("w ZL to J Q N w W W < ax Z N O 0 z(~a'J J IX 264+00 0 263+00 262+00 261+00 ►58+00 In W T Z _ y - V A- Aet 257 r- O LIJ CC Z O aa� cw- z W U 256+00 L " 1 u 255+00 Ig 254460 al V i. ' 253+00 II u nen.nn II • • U c, V • 0 0 w 0 c az 0z CCw a r= 4 6 40 J ~ W � U D Q CO Z W OU C I 1 00'00+ZSZ VIS 3NIl H0IVM1 0 N N 0 0 N 8 CM N 0 t0C N S N N 8 8 N 0 0 N C C + N N 0 n 0 sr sr uopenaB 8 A U O W w 0 O IY a s- L13 9 .6691=13 7 1 C- 1 1 ,LS 60 13 � I d 0 C uottemal3 Hfl 4 0 '0 0 N 0 0 0 f0 N 0 N V 0 0 0 (00 N 8 + N N 8 + N 0 N N a a n N Project No./Code Sheet Number 91 Sheet Subset Matt LaPorte Matt LaPorte to O Sheet Subset: As Constructed No Revisions 'CC -3 -3 WELD COUNTY ndex of Revisions Comments: 0 a C a) 1^1, W a 0 U E C 'D Plq N r C ti Last Mocifie7 Date 3-11-1 7 Drawing Fie Name. a) 4 C' i0 0 t3 Lu Zw O > O a. �w re Z K 0 0 z Wa 2 N U1 co W Ii rvV a4u) et w a C Z Z ,mow n - W Wei_ < C., d N co wco w ?70+00 rr-n-rrrYr 279+00 278+00 E u 274+00 r 3+00 272+00 271+00 2 Ill i- W W Q N J ao8 .?No CJ II 11 W F °° In o 269+00 C 268+00 67+00 GC. nn 00.00+02Z VSS 3N11 H01VW I ( t I S ) C 4 • 4 1 Z y T .1 rr O "QD 7, CC 0z L w t.) NW x-20 J2'J Q a Nw° zcocr $aLL mow NSW <OW U)a U, 8 0 N n s 4. N O n N 8 O n N O O O O n CO 0 O n O n f 0 W O uolleAal3 Si LiuX ow c N c Bt'9NOamOdA I ( � I o I c I V I II 11 II 18 1 1 t O O uopeAaI3 IV1 1 EXISTING GROUND CD CD 15 O O n N N 0 a N O 0 8 O O + O D O a D X N LC Project No./Code d z U) LU J it Li_ Q 0 Q LL Matt LaPorte: Matt LaPorte Sheet Subset: As Constructed No Re vlslons ix z WELD COUNTY w N 98m WWI orcoo Yii 00.2a .m O.wo.. s ndex of Revisions C 0 Ct E C 0) LL C) a E O U E L C N Creation Date: 0 E last Alcatel Date c A � It) N • N 408+75.72 402935.05 CO N N Pi O1 CP gg? a A A tai 0 8 ��, m m 0 an vCn QO el n.j V O W el L J N 03' J w 2 -• • w la o O r- to V U -- O ,-- 4.; • a a u a a) al N E m as a) 0 w v al O a 0 a '00 to L cc U 3 A 41 u E 0 Z �. F 3 J F al C . a vi . al to 0 E 0 O 2 n m -47, ai .` ra• n) N N N a4.., c 0 O N O S :7 2 a w NORTHING Element: Linear 400+00.00 402918.32 244299.75 403+88.53 402922.40 244688.26 Middle Ordinate: Wp ut m A to M Yj N f&YSj 2 C L O 00 al O C C OC CO v C) a. va m w C US t0 N a < in in A°� v o<p 4< O OO O z C .. - O O C 0 O la .I.. y E. O L 4a. 0 O ,X v m v m a00 m ▪ .c m K U K Element: Circular 403+88.53 402922.40 244688.26 U a Tangent Direction: N 89^11'39.33" E .-1 3 406+11.46 402926.97 aua Element: Linear • g • to m t„ N N W :M m O m V ti el 8 pVp � N tp 2 O O V2.1 o0 C J O C C co DDO c a. a c 410+59.03 402939.14 Element: Linear kocn �U1 N N a a N+ N el el C Tr W 2 LO LA Sin 8 N O N 8 in in °' v rn rsi in el OQ� N N N O 2 V < e1 p IN 1 I' a C O_ J C Z! r C 3 hi Z t y 'D C `J 16 al a C C .C O I .. cc • O • J to V X C O .0 W no al 00 a) 0 W o 8 gi m W 2 nt Direction: W w - F N N `t. (N - cr <m O y, 2 Radial Direction: Chord Direction: Tangent Direction: N 88^14'52.96" E Element: Linear Element: Linear W a c c uj 0.1 00 0 C a o 406+11.46 402926.97 408+75.72 402935.05 0 O " t00 C L J O ,. c C 0N0 m c a a c Project No./Code n P. Sneet Number 93 of I- Z W 2 'Z V CN Q CC U< Z 0 N_ 0 Sheet Subset Matt LaPorto I Matt LaPorte Sheet Subset: As Constructed No Revisions a Er 3 WELD COUNTY w • ^�r 9Sc, 0-W afe-v3 CaX .-"J co YCfl0dg2 a �A 0>:W —"- W_OX O w L) CO • O a ndex of Revisions I c E O U m m 0 C O m O C C O) LL L al a E O U V E co C C ✓ E N A C Last Mielee Date: 77 a LL AS NOTED Units: to STA 403+00 BEGIN CONSTRUCTION 00'0U,9J' viS INil H11VA 405+00 404+00 r ,}403+00 F elk J 401+00 SCALE: 1" a 100' 4 1 00'00+00> viS 3Nil H31VW r O N 0 Q A O 0 0 O 0 <O bS U o. WW Into UU >S O m 0 <0 EXISTING GROUND Zl'i5 ffr13.0 Dt 0dA ua S 8 at PROPOSED CL .2FtS9►• 13 CO-so►.1dA • feSCS99=1.1 13 >2. 49.9itosakvn']dA 8 Q§ I F. F. a. $gn9 t. FS9e+ 13 � Qg retz.?er=idn Ux •ufy > i 1 lLY6+00P4dA SD'fS9V-'73 d0'00.0011dn O Q Uoge.aI3 -n 0 0 0 Q fl Project No./Code W N z z w w LL O N it CO d. Q Z Q J 0 Sheet Subset: C J -J E Matt LaPorte Sheet Subset As Constructed No Revision 0 a WELD COUNTY ti C ndex of Revisions C O .@ O C a) a. E O U c c N R C :n N fo 0 2 -3 U O E N —R' C 4 Last AlncMed Oat Drawing File Name: `6 w AS NOTED Writ ti In s ,a 0 b W U' O W F- �< N Oe Mu - 0 r1n J W < U) 0 w o•2z nU?a; lx W Q OO I x w O Vl .- V) Ur I - w O • Z < I- O w --• raj = n W • Qw o QNU N U A Z W 0 2 n- YMuj ' IOj < 1-xO< N F a w F w 2 J • • Z < —Ow U 0 _ .q % W ti m' N r coN vLS 3NIl HD1VYV al • Vv I .. T I 419+00 A YI 418+00 I� I 0I II 417+00 L 416+00 fe 15+00 414+00-4" — • Lt O3M I 412+ ADM Awn O. \ 410+00 409+00 408+00 4 • 407;00 nn 5 ) a I a a. I J -J C N A N W w W N 50 ~ Z It Oct J N W z% 1I\� f 1F w 73 W W et N 6 a 0 O + 'Cr r 1n to w Kla 0 > O ni U ? J < rf < FO iiW Ca-. tO w 0 J O a or Z X<C ONW 1- Z W N _ N RADIUS = 70 FT TYPICAL SCALE: 1" = 100' 0 ca 0 0 4. CO O a 8 a 8 e 0 0 8 I v 8 N .7 O O 0 0 c 0 T .6►'6►9D_13 a BY'99•S: FA1dA ,9L6►9t = 13 CrL9+1, < 5 I M a T 0 O • 9l'7$ Yil 13 L6Yb 1te3dA .99'ZS91el 13 7 SE'ENE1%midA 0 .bE 1994+c13 01'79•Z I.MdA E, C9-ZS9Y+'13 YE'E(.z:o-IdA . it h'13 0 aSY'79+ I•>•1da I — Z w 2 w CONCRETE P .: Q'ZS9p-l3 Pratt :I►+Ida II 2 .6875 13 C0'Z6- t=7dA EXISTING GROUND 9Z 3991;013 6BT •90RIdA PROPOSED CL 0 < 2 L6•►S9PU 13 0 Q uotenay 0 0 0 Q 0 0 O 0 0 U, 0 0 O 8 • 0 0 O or 8 • 0 J U W < X 0 c7w 0 Q 0 0 0 0 0 0 0 Project No./Code N a T n In Sheet N,uno Li! J O N eL CC 0 Q J Sheet Subset Matt LaPorte D a Matt LaPorte Sheet Subset As Constructed No Revisions a WELD COUNTY ndex of Revisions Comments: c C, to N 0 ) n c 8 J Draumg Fie Name. Scale AS NOTED Units. C V) 5ti'C%D v_ 4 ?N1l H?1VW 422+00 421+00 C, I J ! _ 1 I •nn.nn �,- DO 00+CZO' VIC 3NIl FCrtiw SCALE: 1" = 100' 9 a uopenai3 3 47, Project No./Code J Sheet Number 96 W LL O N f (O a cm Z Q J a r 3 J f Malt LaPorte 0 0 O Sheet Subset As Constructed No Revisions 3 CC WELD COUNTY I- wVm in UIXNgn0 0}-* 0°0Ono a=mumm O..>ui - - -J U W 7 wru. m a ndex of Revisions Cornments C O Ct E a) U- I- 7 a E O U c C V. O z C 0 S c C C Last Wedded Date Drawtrrg File Name: C Ui w C 2, O O S 7 Miuo Staion Ver. O -o 8 O U A 3 0) A C 0 Z « C u • .` 41 N 0 0) 0 WCR64-Proposed Horizontal Alignment Name 0 z F U, a w NORTHING Element: Linear 500+00.00 408218.60 243675.38 518+23.27 408236.79 N 89^25'42.23" E 0 V 0) 5 c co — m a a c N N N ao Tangent Length: Element: Linear N tN N co 4 N N N N rn N. w N � • m M Oi 00 N co � 0 V `) a C - w m E 0 0 m H 53; Tangent Length: Project No./Code Sheet Number 97 0t F- Z W 2 Z (3 c0 < Lt UQ Z O N_ O Sheet Subset Man LaPorte 3 0 Matt LaPorte Sheet Subset As Constructed No Revision > WELD COUNTY z Z w N J • , 00a a0!N M� WgN Lox cornY ¢5mV--m 37awZ oX • w m �a1 ndex of Revisions Comments: C O cc C C O C a) LL C) a E 0 U O E ri D E C Last Madded Date: ?? n 3 2 4 LL C+ C w AS NOTED Units. Mien Stetter Ver. 00 00+9:; viS 3N;1 F Xw W 2 F N ¢6 N r ac x ¢ W w zN la p 517 516+00- V 515+00 514+00 I / Z 513+Da_ 512+00 iz 3 m w Q a w c tn 4.1 ?544 I 0Z� 511+00 i "'CL I N NUO x Qvl w0 N - N LL I 510+00 7 Z w0 o f 0 U + + O <z �O nO 509+00 I 508+00 507+00 506+00 505+00 > ) ) r n e .l][]_ I ) Wits- NIP )l1 — 3)1 -- wa SCALE: 1" = 100' a 0 0 + Zio 8 .73 0 er 0 N 8 0 N .r r. 0 0 tO C + gC rn b W ✓ U U I - z 2 LU a 2 u0penat3 c w LaV2WaSiiIII401 Oft '09+L1Sa1dA •- 1 .8ett9►-'l3 t9't2+9tS.tdA O .tt'913 98'99 s.0sA A a 4 EXISTING GROUND, •g1'9L9Y.O3 •►IS.IdA I .t9'SL9r13 a g Chi CO Q 69'CI. +SLSaaidA' trGLfl*13 9 60'09•G SCDdA T y Qi .004� SL' 13 ZC'9L+ s=i4A ' SO'SL9> 13 AI4 pp 9r6P+ItSaldA Q '2 •to'SL +'13 2 .612LBra'13 zt'Ot•809•Idf 61'4L9Vm'13 00'St•SOS•IdA 98 C D PROPOSED CI. 8CraWel3 rr'SB•SOSajdA C t-'13 9•34/5 M ID N sir o uopenal3 S. 0 Co 0 0 + 0 7▪ , O 0 T 0 0 N N 0 0 7n 0 0 N 0 O N 0 0 O ID Project No./Code cf ) Lu J O cD eL CC0 Q Q —J 0 As Constructed No ReAstons A o:t I Sheet Number 98 Sheet Subset: Sheet Subset: a > WELD COUNTY ndex of Revisions 1a c C N E E C U ti c u- Drawing File Name: C w Stale: AS NOTED Units Moo Station Var 0O00+Z£5 VAS 3NIl HIE WI z O ✓ U� LL reeN z F- WW 0 2 z QLIJ = n W ‘13_r Q rn -Au a rei ,wIW- mw�� < Y H U t-=aa<<�0 n r ¢ U ✓JL. ' Ut 531+00 530+00 6 tI 529+00 528+00 L & 527+00 526+00 525+00 524+00 p Q 6 a 523+00 522+00 520+00 5 9 .P6 :A x_'71 — — Lt ?:I3M • 00'00+9tS VIS 3t411 H01VIN J 6 6 6 6 6 I L 6 I I a w Ow < r- z0a O W O O LL rya' - .now C U W 0- co rn-n 'IC 7a — Ill — 0 A09 A! A — A A A — I SCALE: 1" = 100' z Z W O2y1 Z W 0 N N < 0- na 4 0 n N N 0 N 8 8 N 8 in 0 0 N N z 51,2 r 6ul W V)• H J � 4% yw zto N S 00 r II II ww 00 (0 to >x 2 .to. 13 uopenal3 0 I0 O PROPOSED CL Sir 9t16+ ie 9 I �$o�,�r+0 'rte q7 c$344 (> • a 0y F ]Y Nm co 9 EXISTING GROUND 0 WOl>�tL • 1O UY vc a Ot tt, 13 (J) ZV6t+ "S=JdA £L9► -.13 Si' elS•1dA T .6tStfir="19 9t£L+aI9=IdA O 1 £t9(9f='13 Z9'tZ+9LS=IdA mO o I SebL9►-.13 96'9►+61caldA 96'69+ttSNdA z w i 2 S w U z O U N In S 0 + CO N 0 0 n N 0 0 N O N 0 O 0 U' 0 0 m 9 0 + Project No./Code Sheet Number 99 ur J_ LL CC LCD O_ lio U Q —J d Matt LaPorte v, a Matt LaPorte Sheet Subset As Constructed No Re asIon 3 WELD COUNTY ndex of Revisions o, G 0 N E .r Las: Modified Date 2 LL c. 6 Mlcrc 5!a'ron Ver. S•LdA Element: Circular Project Name: WCR47-Corridor M N N 0 W n V M N N m N N 0 N 2n M N n n N ,� mm m 4, p m L V ti •--� m mm m a m V 8 ri O ti N N N W N n g o .. m 0i ,+� m i -I-I :SA Il Q m ^� W 00 W .--1 4) a r0 «, C .. N O M z+. y 7- 7 00 00 0 0 4 or O 0 p J I- m -U .73 U v U H U a a u a ty a) 00 a U 4) O a 0 a` U 4) E N 2 C y o E o a.00 a ` Q . N— )a 0 c 0 O NORTHING 2 0 H N 0 Element: Linear T C 4) X w nt Direction: N 87^55'17.48" E 4) )0 00 c ro S 2^04'42.52" E C O 4) d 0 N 88^51'32.61" E Chord Direction Radial Direction: 5 0^12'12.26" E Tangent Direction: N 89^47'47.74" E 0 rn W ri (N O? m 000 Y n n n W m m Si N N 0 N Si n. a In ri Q W n , ui ri )A , p n O l M m m m m r-1 ' 4 N Qn1 r/ ri 0 O V 8 rN N ..-i V rA m 8 ; ri ry m p L 0 W Y o0 c aJ C C c on 4r cao c (0 O U a Element Circular 0_ 0. 0 0- Element: Linear 1^11'05.87" Left 4) 0 413537.96 246839.90 M r1 oCOI01 t W N ^30'58.24" Degree of Curvature(Arc): N 89^47'47.74" E n m A Tangent Length: N n 0 Oi - N N (-0 N p m a Middle Ordinate: )0 c C) X W w i0 m 8N CO 2 C O c v 4) v O c — a) )o m is c ,0 ce S 0^53'36.64" E N 88^30'50.42" E Chord Direction: N 87^55'17.48" E 0 m N m N N m s m � + ct La (-4 c O _ 4) v c C J a) )- U 00 cam m E 4) W N 87^55'17.48" E Tangent Length: Project No./Code Sneet Number100 c! Matt LaPorte a Mall LaPone m C a Sheet Subset As Constructed No Revisions: V 4: 0 a WELD COUNTY ndex of Revisions C C E 6 5 a E O U CV C C'- 0 A 9 C C C- Dy 0 . Drawing File Name: L C W Scale: AS NOTED Units: .y U U � W OI 6Z K Q �(7 zN 00'00 611+ 610+00 b 609+00 a 606+Q0 a 607+00 6Q6#00 Z W4W a�5 605+60 b 604+00 a 6 a b a b b 603+00 1 00'00+009 VIS 3N11 H01VW b It I a It H I 8 S S S S S S S S 00100013 S 0)100013 S S E S S S S S S SS Project No./Code Y Sheet Number101 uJ J_ LT O co ce co a o Uz Z -J 0 6 0 a 0 S As Constructed z 0) 0) >- 0 U O J W ndex of Revisions 0 ift A 5 6 InSels' mdl oalka Ste' 3-1e-17 a 0) S a 36 gN zz p 2 N 629+00 6 aI o� e� I7 a al '� H � 628+00 al 627+00�i if 626+0067 625+0i I I al 624+0Q I al � bi 0 4 w 623+(jD I 1 1! ;I o z I K • II rc ?'1+62+.010 II b I, 8Z $F 9 8 8 8 IT 2o 9 o rt rA � s o$w3 i U C ��ow a sha -' _a— .— N a FE 00'00*919 <IS 3NI1 HaL 8 8 8 V oS 8 .8L'i89-Ti I .11' 1O[-'19 IT 84*8l9•IM I dffl '13 8B'9Za l9•WA .tl 10l-'13 9aNRa411o.1r'� 1,0'99.919.142 8 9Z'98.119ydA W-'13 • 48=]dA 4.3€. > 9 8 i8 O m l9 F w 8 8 8 Project No./Code E S w J_ Il LL U IX 0 CO Ct Z J Designer: Matt LaPorte 3 S S Sheet Subset As Constructed s R >- I- Z 0 U O -J w ndex of Revisions 8 A I Las; MoMAad Da;e. 3-14-17 Y I AS NOTED LAM: Engfan Y O 61.LB+9£9 615 3NI1 H0DNN ! ;_I �a z u 0 E I ".-TiiI 636+00 a la N I -; I I I 1.1i 635+00 I V 634+00 a 633+00.1 3 on 632+00 I a =▪ N� I 2 a 631+00 a a iii V� ▪ 6!0s a :di a 00'00+0f9 VIS 3NIl H0LVW 8 8 8 8 8 8 8 uopenal3 .vI•m9t-1a rlt.ICF1dU I .LO'E69P3 .ZG'C99F-I3 1,759h13 9Z Z9.RIVIdA IR IC. UI9.LdA s R I 2$# i7"E Y.§1 uommao 8 8 Project No./Code C E w J_ LL O CO Q. CO a U Q z J CL SNeel sobseC As Constructed No Revisions: WELD COUNTY ndex of Revisions 0 C a E 0 C d a a 0 a A 0 I S •0 Drawng F4e Name I 8 ti Project No./Code Element: Circular 0 3 n ^�04 3 I e 3I NORTHING EASTING Element: Linear v C a en a n I- Element: Linear N N n 4 O a, m W rg 88'^ a e m een N m 0• O L t 8 t — m C c a a E cn 4 8 8 8 Da 8 m co � N O E t c G N E- W W N N 15+34.68 410903.43 d — c. E a � ro N M N N a a a a a As Constructed a° s C Z 0 U O J w ndex of Revisions 3 a O 2 £} a 1 2 7 call. AS NOTED Units C _.4- --0 ;•_ - 0- - —9g *- 9 - — 9,-t t gaud 39*37 �3 i •1 =rs 1 Y t _1_10 I 1 1 T, \ 16+00 1+0p 14+b0 I I 13+00 I I I I I I I 12+0b I I I I I I I I 11+0p i I I I I I 10+00 9+01 8+00 7+00 64-00 _ 11 I � C O 6 I U, D cc I a cc V \ I- I z w I CCwill O W I� ID > co < O I As I 'aW <a?os u I O qw U v V CS I U U O ▪ 0• 0 mo0 8 cc + Q' O tA > < 0 O 0U � v SCALE: 1" = 100' EDGE OF CONCRETE SHOULDER 0 • 0 C N C C 4.0 N S Tr 0 in 8 0 + 8 N O + m 0 8 f .SZ t89V•13 x Sg'96.61. .94'1 69b• 1 e9•at.el•IdA 3' .St•469)al3 69•tc.91•ISA .S9'699h' 13 c 88':t+lt•ldA 4 Sr LB • "3 .8t'669f•"13 99"61+8•IdA .9696 13 e6':- Odn 661/4 • =3dA a' ,tVtp94•'13 Ct'69+8=ldA e S a .S l'8994•'13 6611• tolcIA to uopenei3 S to 0 N co � O O 0 CI 0 0 + m 0 0 0 0 8 ,a 0 O + 0 0 2 C cso O O 00 II II wui �¢ O >i Project No./Code d w Sheet Number105 of J_ —IN O co CL O U Z Q Z J a Sheet Subset Matt LaPorte c O Matt LaPorte Sheet Subset As Constructed No Revisions: WELD COUNTY UJ y 9$m OI-X -. n incnoass YSmV LL a- ndex of Revisions tO E m co c O co E C 4) I� N Q O U -o E to N N a U O E w C c Las: Modified Date3.14-17 a Scale. AS NOTED Unita. m Micro Station Ver. 0179i7 r m CD 03 099P O eloq 1 r y ^ ed autawWASn ,96Z= OSS 4l'l a DOLL - N I,__ _-_-_ - Lam- .. r r r— i HOl10 O3SOdoMd' � ot�Ik18A�.9 . 't 4 _ .0S=..L:311I3SH .S = ., L :31V3S A 099t 00+Z OS=..r:3710S 1 1 Aso a .1 m r N m S WflO 804 S13 1S wi2101S 33S d3b3H .0£ r .6t TWVSSN100.4301 VSS-� CINf1ONC 9NI1S1X3 Qt OV3tif1S 13AVS0 all N0113f1211SNOO ati3 OW t VAS CO r 00+L { t 33rdW1S 13AV2lO N1038 11VHdSV lJN3 BZ'PBW 243011104-4S , 313210NO0 011lVHdSv 311 NO713fkilSNOO N1938 0940 VAS J 1J T 0 8rn CD 099P � O 099V 00+0 O O O ti J 00+601- 00+01-1- 0Z'SS :4)8uailua2uel 3116f'LV19IvL8 N :uolpal!0 lua2uel 0£'LIL5VZ V0'8V£I0V V8.88+I ( ) 30d 917995VZ ZV'SVEIOV £9'££+T ( ) Id leaurl :wawal3 91799SVZ IS'509SVZ L9.95 :4)8uallua2uel 3 ,1£5'50,9£v88 N :uoipallo lua2uel ZP SV£I0b £9'££+I ( ) Id V0'VV£T0V L6'9L+0 ( ) Id leaulq auawaf3 16'9L :418ualLua8uel 3 .1Si'6I,VIv98 S :uoluaJla lua2uel IS'S09SVZ V0'tvP£I0V L6'9L+0 ( ) Id IL'8ZSSVZ 60'6V£T0V 00'00+0 ( ) 80d leau13:luawal3 9NLL3V3 0NIH1a0N N0Ilb1S line;a0:ajA g :uogduxap 342p 0b+60Tels-plal;:aweN luawU8!IV Ie)uoz!JOH :uogdunsaa Lp sa)uealua-sAeManyu :aweN pa(o,+d Project No./Code Snrt t Nurnber106 ut I — cc O O o a v I..L • 8; ✓ • Q CC � W Snout SuDiet Man LaPorte, t I I h I As Constructed J.; a 2 i f a WELD COUNTY ndex of Revisions C) a 1z a 0 I S 17 LL 2 a S::2le7 AS NOTED tires: EngS C N 00+3 017917 (D v 0S9V O 00+t. m< P-4 Oco m r .00'04= 'OA 00+0 017917 /(JN lOi199NI1SIX3 j H0110 03SO-JO8d <�9 o 13 °•600'l - 099V ,OS=..L:31VOSH S=„L:31VOSA 09917 099V 00+3 ONnOB ONU SCx 3 01 laviarts f3AYb9 311 NO11.On1i1SNOO CP43 St.,' VSS- I H O -I 00+6 1 F. r CNI CO 33Y48flS 13AV1iD Naas j 'SlMl301fOj LIYHdSY ON3 90'61+0 Y1S / S133HS WMO1S 33S 'dad .4Z TA/13Ni 1SV3 004-SZl MOILS 00-4-0 cc U O O u A co 0 11301fOHS 313NONO3 01 11VHdSV 311 NOIXOn1l1SN00 NID39 L9'E3.0 NUS b0'ZSi :g12ua11ua3uel „S£ Vi,Ziv68 s :uu!pai!U lua2uel TT'LZLSVZ STI99Z0b f70'ZS+i ( ) 3Od 60'StSStZ L9'589Z0b 00'00+0 ( ) 9Od leaull :luawa13 SNI1SV3 9NIHIHON NOIld1S line;a0 :ai/l1S :uo!lduxap SL+ZZtels-anup .aweN luawu8!iy IeluotuoH :uo!ldinsap Lb saDueilua-sAeman!Ja :aweN paiold 00+ZZI- 00+CZI, .05 = .. T :37 VDS 4 Project No./Code Saevl Number1 07 Sheet Subsat As Constructed I — z D O 0 J W 2 g A S 1 3 B 3 B ndex of Revisions a 0 U c O 0 c a) LL a 1s 1J ch 0 O V E A Droning fie Nam 00+£ 01"91" CD • 0991" 0 0991" u 00+Z 00+6 00+0 01"91" 1 .,. racL. 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Val I71 ca C) 0 00+Z 06917 00Lt' 06LtP 00+L 0N0OHD ONUSIX3 Ho11003SOdOad �- m ur tq + s a. m r 'fun co t a v 00+0 06917 lee v. zale n rmv �g O + epgasetj al,lowwAg= SON) _ _ ,481= OSS _ _ .0E'0. e E9'oz= )4 .00'SL='0'A ST969P='l3 00+Z J J r. 00+1. 5600'0 < m r Si • tV Q1 -• lOOLb c 8 / m cD 0) 0 S11VL3O 803 S133HS 3OVNtV11033S ano.Bl 11V19N1 SZ •419 ViS 1V01SA1 Ad SZ • SfHOV)4 H3O1fOHS QL30W1111313AV21O 311 MOf1Of1$L$P400 SN3 8YQ0• 1 VIS SCALE: 1" a SO' 00 0 0NfiO89 9NI1SIx3 O130V4W S 13AVNO 311 N0113/1N1SNO0 N1931100.0 WS H? 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E 0 q I a a S c' Let Mottled Lurie. 9-16-1 D Drerg FAO Nance hal A tie } 00+6 00+0 09917 .os =..L :31VOS H 09917 .S = .,L :31VOS A (D v 06917 0 00L17 ONn08O ONUSIX3 ti. 00+1 Lis I. CroOria ONUS 01 3011481S 13ndkiO NOIiontissNo0ON3 is-a.O V1S g, 634+00 IV IdAS £4 o1 = snIOVd tD 06917 v 0 OOL17 00+0 Z O 0 O 8301AOHS 0130v4Mn91 AVHO 31 NOU711i11SN00 N1939 5694 4.0 v1S .05 m ,. r =37Y.75 STSS :41gua-f lua8uel 3 ',PS'8£,9EvSE N :uoIPPalfQ lua8uel E0'9b69UZ 66•6t9Eib Et'86+0 ( ) 30d L9'ET69PZ 08'PLSEIV SS'ZV+O ( ) Id leaun:luawal3 88 OZ :y18ua33ua8uel 3 „tL'80,E£vtt N :uoipalig 1ua8uel L9'£T69CZ 08 *LSETb SS'Zb+O ( )Id L£ L069vr 06'VSSEt6 L9'IZ+O ( ) Id leaun =luawal3 LTIZ :yl3uallua2uel 3 .,LZ'ES,E0v9 N :uolhaA!Q lua8uel LE'L069PZ 06'iSSEIV L9'IZ+O ( ) Id 80'5069PZ SE'£ESEIV 00'00+0 ( 180d leaurj :luawal) ONIlSV3 DNIH18ON NOIlt/1S llne�aa :alA3S :uolldiDsac 11al OS+Z£9e1s-play :aweN luawu2lit! 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Mutt LaPO V MEM LaPune 3 8 C C N 11I 00+1-91. 3Nt1 ONf10U0 9NI1SIX3 OiNI ill at. !!j 0'133 'LP KW 40 3003 140143 .0S: 3ARKI 31321011/4100 L3f1M1SNO0 -7 00+Zc t- ` 00+c5I- O O + co O N- AGHt T? 7 lC 01 3A.I'r.C :J1.3r33NO3 3i1 NOI lanai L1+601 V1S� 0S"T L6 :412uai1ua2uel 3„18'BZ,0Zv68 N :uo1Palto wa2ue1 8Z'LESSPZ $6'L6SS0b 0511+60L ( ) 3Od STS9Str6Z 8L'98SS0b 00'00+001 ( ) 9Od aeauq :luawat3 �NI15d3 0NIRLIJON NOIlb1S 11ne}aa :ajA4S :uogldinsaa pasodoid-leolawwoj:aweN ivawu$!Iv IeluozuOH :uolldtnsaa J0pp103-LflJM :aweN laafold As Constructed 2 I f - z O U O J ndex of Revisions F. E 0 C O Co E 0 `C a> boi E 0 th I I S t C' 2 g Ln La tU U") C Z IL I W J x w z w N LL z O t - U in TEMPORARY N 0 cc W 0 !ems ^ wo≥ O Z¢ Z J u z i� Ow U I Y r o z U O Z O U O O � Q U U cc Z [V J �aar,0 % erg' w uj U W DOD.¢ S if 0 E E 0 U u O J U b 13 pp_a Creat,rca Date Qawr-a after- 0 0 W u ii a S as N 0 Sheet Subset 0 0 0 0 a a a NW CD .r a ¢ ((JJ a ¢ N W Z W O �iS m� ®' W E, T y l o OU W U Z J QQ a O � I w p ` 2 ttli ll 8 r��w MI� ly, ) O 3Y §s 3 i 4SIti ` 34 07 ua g Project No /Code d Sheet Number 159 at ira^n^ Z O 111 W ux w O w LL —• i- a W Ce m , , ZOa `LL2tAi o• (7i cYc�� ,'a l-' w ¢ 0 0 0 0 0 2$ /} J 8u ) as , "ill g r° �ff WCR 47 CORRIDOR GRADING & EROSION PLAN (SHEET 2) ISheet Subset 2 at 22 4 7.9 dOM \ _ i', 01 pp i • ■ a m m Detailer C. WRIGHT Sheet Subset \ i NI b LI 1 I As Constructed No Revisions Revised u_ $ it 0 ill Q 4 I WELD COUNTY •r,,, PUBLIC VVORKS DEPARTMENT 1111 H. STREET r : � . P.O. BOX 758 GREELEY, CO. 80632-0758 PHONE' 70) 358-4000 ` - - FAX' (970) 304-6497 N PROPOSED SE BOUNDARY SI Nt- 5 `iii2M DISTURBED AF EXISTING DITC ,I r- -"---.......4-4...„..‘ �, I r*-77-...ftikTi1/4,;"_16c:-8/611_777_ TIT l'er- 9_ .TEI __HP ..___H c BUILD EASTERN BANK C D DITCH (2' DEPTH) FROM -WAY STA. 115.50 TO STA. 12: Index of Revisions I l 011 -ACCESS ID, INFO ONLY PROPOSED GUARDRAIL - a o rp. EXISTING RIGHT-OF-WAY TEMPORARY CONSTRUCTION EASEMENT Computer File Information I 11ast Modified Date 2/6/2017 Initials CLW f 4 eg Drawing Fie Name WCR 47 GRAD-SHT 1.DWG I k toCAD Verso'. 2016 Scale AS NOTED Units E^gtst j I r ` I ':Y'1i >>lW ! I 4Fe I X z IIi r It i O Z W^ V W -J F U X U Z w DI IR LL 6 U V7 O a w w a w N EROSION LOG 0 a o R a 4 C Cr a. S I "C t >-; <DZ z GELLJ w"1 w ch wzO< x I—O4J w WELD COUNTY Index of Rev 0 Eco O O C 0) LL a) a E O U C c tu E E E U 15 a } U if E. 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CO. 80632-0758 •- _ , _ PHONE (970) 356-4000 FAX (970)304-6497 PROPOSED SEEDING BOUNDARY / -' PROPOSED WCR 47 CENTERLINE -I- - 1554130"----- — _i_ - . 'iris ici. etilto 2 ctl et W Z Yr 1 _ / l 0 ' l C C F= 2 "l1 OW n I Iti c 7 L.L w i Creation Date 8/31/2016 Drawing Fie Name WCR 47 GI kt.toCAD Vcryar 2016 Stak I M 0E ROW— "i r 3 I I : Iii 3 i --� ( n h i to _ )-N U W w IC�(aa°r°p Z0 bSmE2 @ �. O ( W p% t.Thw J N d'U�T 0 � -z ^ �W/7 V/ JQ 1 .Yqx� oz°oaa`aa Wti ' Z 'ail te gi; e Project No./Code a a' w Sheet Number 1123 of - .7 Wr, Y Z 0 J Sx9. ca ca O U LL H U7 a S f W J C7 m I O W o, o Y(wZi-„.. 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(970) 304.6497 PROPOSED SEEDING -_ BOUNDARY ��LLL Tc- — — ZB—�P""" — IAr -- _ -17 _ --re -- --- 7D .M orb -MOa -•d MOM -4,6> meA eci - MOs- - M^tl--+d te F ^ c EL1 - _— / / /Wt ht 4i PROPOSED WCR 47 /CENTERLINE 171+00 , 174,00 / ' 17b'00 - - -�-\ I- - — - -�-( - - -\ N... EXISTING �RIGHT-OF-WAY 1 Index of Revisions 4 c CLW Comments #11 -ACCESS ID. INFO ONLY I f 1st z. Date Li W �a aq OW it f I ' __. o �l*asp w ` 7 w 'I `�Q / • W 1- ,'U etce� 'wt.Wz? r-�7LI pz mJLI. < I I �o .j I ft,fit I I NI I I ..-Jf --- lasso --o - v 6a, \" vT r / / / �� I fir-- C3( ROW — ROW-- ROW 9 10 4 — F Computer File Information 3 O I_ I Last Modified Date 2/6/2017 Initials CLW a i I 8 a 4. 4. ¢¢n 49 L Drawing File Name WCR 47 GRAD-SHT ZDWG AuIoCA0 Version 2016 Scale. AS NOTED Units. English i8 1 W V 0 a W g }a .� 1/3 00 I a. N azc7go cra 7 W 0 V ` a `C II 11 1 a N U VI I- ro,c0 N 1, el t- 'I / L iXr. 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PUBLIC WORKS DEPARTMEN1 1111H STREET P O BOX 758 GREELEY, CO. 80632-0758 PHONE (870) 356.4000 FAX (970) 304-6497 ar;1 I ‘, } O 00.9Z1 wn Z w / *VI O O - s W�/� N. I a. - _ �, ,� dlr F.viliNNW a=- i J I }t ‘' V / _ t Index of Revisions Comments II #11 -ACCESS ID. INFO ONL PROTECT EXISTING IRRIGATION STRUCTURE PROPOSED VvtR 62 CENTERLINE ')4 YIl MAU MAY W ty--Mu,- OSTING / EXISTING IRRIGATION )F -WAY J STRUCTURE TO REMAIN PROPOSED SEEDING ijfUNDAR'rr. n: -/t\ -'•+-- rFUC —"^-114 10 --"1-1---- ML LT - •. --._S-1 — ._. EXISTING RIGHT-OF-WAY SA l I TEMP CONSTR EA -nit uA%J N. IIC III IUITTIdtlon Initials CLW Inlnahs CLW : s W Vorscn 2016 Scale iz I I 9 �: iii 43 A II 7 a 0 O i I SIT, f m n :,1.1 z 5 a W WI k 0 w ai -I ai Z 0"1 I ox r Z Ov 4m' !a w w 1 F z 8 I ICo)"zJ W u+ z I g �5 u-i pp ill w © A_ `CCV// a FZ Wo `W �'Os U�I �yJ z¢a [ o� zV) ??�� U 7 6 Y(� Z O�(aOOLL �! 3) 1/ ) ��Cl`oQ �u F�ii 148 3 W(... 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BOX 758 GREELEY CO. 80632-0758 PHONE (970) 356-4000 FAX (970,304-6497 Index of Revisions m m C CLW .I Comments #11 -ACCESS ID INFO ONLY Date n Computer File Information ' Creation Date 8/31/2016 Initials CLW U U 3 2 fFdll Patti Ms_lY_$IGNW,CRI?-LGRRIUPRWJIOACWI...N -. Drawing File Nerre WCR 47_GRAD-SHT 6.DWG Ak,toCAD Verslor, 2016 Scale AS NOTED Units Erglreb Y • h 301 60 i6 r � - N n 3 a ¢ z ¢ [� W S j Il I O 0 rhN ~l� W N WO} Z } I U W c 81 Z wx i w f aaR0 LL Q' .., r1 I O l Q' N- .1 W\ Wj F. <<a < z ¢ 5 o 7\ t om.,,# ! w � Project No./Code N d Ll Sheet Number lID of - _ W WCR 47 CORRIDOR GRADING & EROSION PLAN (SHEET 21) Deagner C. 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I 1 82996=X3 69.0990=doad + N Revisions - E -- , I I I I 08'0896=X3 ZL'o696=dOdd o o y OK)'ANI 90=NI'MII = W!1 VI0-S I C'0896 X3 N u E E 1 v OEZ9tSZ V15 � 25'0896 dOlid Index of yy .c .-a oc d NIVW+IW 1 25'0896=X3 I OZ'0990=d0dd o . I C -0896=X3 £8'6L90=dOJd N c a _ . 7 - - -- - - I 4 EB'BL90=X3 1'8L90 5=dOSd 8 t I .' k. 1 kt S'8L96=X3 1Z'BL96=dOad N Computer File Information y A Re Name. WCR 47 IRRIG-SHT 1.DVVG 1 1DVersbn 2016 Scale AS NOTED Units EngLsh i•t)8.82 IL E RD9 . I -c0 c c _1_e g g o 12'8496=X3 L9'9L96=do8d 0 + 3 U m 3 mM 333.. �.. 1 I I I 8'9L96=X3 05'8496 dO8d N e c I i I {S(N))) I05'9490=X3 I OZ'9L90=dOdd o In o C' - g OW 89'4290 3l0-INVW 9t, = NI • I = W e V101,S . I I I Z•8L96=X3 (N a C•4 m WI 3 3 8. t 'S BELL90=d0eld Ott.9F LZ V 2 3N --- �H�dw 84'1490 X3 0 I tY I(I ll '1.. r• 0 U) 0 0 to 0 e4 ' Q Q • Nt * h gAlg9 d u- W I- O O H..11!-fl 'Fr. m a h LLO 7a z i 7� .. 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(870) 356-4C FAX (970) 304-641 J —(1 �` I41 = z NIL 111 0_- In O 'n o v v v U7 a U) v v v z+...-.,,-.., ¢.� � ? I :6 v: n '`� \ `. 2 ': � IL I'sLL `z '` 1 1 ` 'n l I I N. I- tL'2p I v lnN z w -. ; 1 5 , � Q ck ,- ,- Z i- Cm I 5.^, wavizwR ; : � ' fV (PA)BL'3917 --004010LV*5 = NI *l ON3 Ec$d -. cf 7 sz'S69r-doad 11+00 10+00 Index of Revisior Date Comments .J 2 �✓, Z.0 <0 T; i �.. 1 Yx -MOa rtcc O z V NpJM3N-01} / I ' l 77i3 1 1213.70 LF OF 0.0010 FTIFT' E'S69V=X3 MO6 —M08 - %I'.)h x021 - LD'L890=doad - - - -_ - / - , -. _ t : - - 19195 189f = 1r10 A1il1 1 10'L69r-X3 0 z (3) ZE'S69j (N) BV'E89► = ino MI = NI A111I I I a ♦` a 'AM 9I.I69r-doad - '699 = Mb 1 �{ Z'0699=X3 z O 31 NW! VI0-4g__� l 8 ::: —-11'0 O xO I Or o Initials CLW 3 NOTED Units English IdM0L'-)d 30.3015V 18' RCP 0. 010 FTIFIJ 18" PIPE FROM PO BE CONTINI THROUGH MANI (FLOW DOES NOT Old INTO MANI- f J �� I', 1 .1 1 1 1 1 I' -- w . o �gpi Z•0 ♦ �I on. 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PIF WITH FACE PROPOSED WATER TEMPORARY CONSTRUCTION EASEMENT PROPOSED 1161.41' RIGHT-OF-WAY TSOO'37'25.49"E HOSHIKO LATERAL 14.1100 15+00 16+-00 17+00 / 18+00 19++00 20+0 F -ad MCJ h -1d WM —. d M�a-4' - -Jd M tl-' Oa d —'^ _ MOiI_id --1 I I 1 1 i 17'899V=X3 =d08d rn ( 1 I I £1'89917=X3 =doad 8 WELD COUNTY PUBLIC WORKS DEPARTMENT 1111 H. STREET I P.O. BOX 758 u' y r a GREELEY. CO. 80632-0758 - PHONE' (870) 356-4000 . FAX (970) 304-6487 , IT .1 I 1 1 1 1 9'999V=X3 =d08d 1 1 I U 1717'999V=X3 =d08d o + 1 1 I 1 in 0 5E L'999V=X3 =dOdd I 1 '? $ m g ro 8L'L99V=X3 =doad O +o I t'/ S'L9917 X3 =doad co T 1 I 1 1 £1'19917=X3 =d08d o 1 1 9'999V=X3 =doad 0 T Index of Revisions (71 i 2 I 1 VV'9991, X3 =doad o I Comments , . 5 I 1 , ' , L'999V=X3 =d0tld itr Al LL'S99V=X3 =doad o II 11 £'S99V=X3 =doad cn a , I 1 96.P99V=X3CU =doad o a I I I I S'1799V=X3 =doad N Computer File Information Creation Date 8/31/2016 Initials CLW Last Moored Date. 2/6/2017 Initials CLW Full Path M ‘PROJECTSOt91GNMCR47.ARRIOORNUTO✓SPPIAN etEE TS I Drawing Fie Name. WCR 47_IRRIG-SHT 4.DWG AutoCAD Verson 2016 Scale. AS NOTED Units. 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V fi o Si ii - d y o' 2 a ' Al g s ii y 2 z wQ to a0 aC 0_ W -o d p tri 6 0 i 7 J - I J a to 0 g It II p STORM 213+00 U, 0 0 0 it Ca In co co 0 aa it W U >Z J <Ua ° CC W N Z ili?r- ow J om a • �2W W u y m • D(W J 022 m 7 w J W g f m o w 03 Ow CD CI Zz Z Qx uull d 3 Z8.989trdodd (s) 119904 =1(10 ' 1 0I 0 SV'E89C=X3 ZL 989V do8d —61-7:+0411:41441-1:43--4 � " S w d J Z-E89V=X3 L'V B89V=dO21d 800•ELZt V3 I f (N) £5•9<!9V I = NI MI ON3 3d18 I -3/4-4i......\ I L£-E89V=X3 S9'999V=d08d OOf00101 Yb0•ELZONH 0 1 I I I 9Z89V=X3 n Y In 0 n it 0 N a C) it co I3 03 0 m up STORM 211+00 0 n v N 0 r v 0 0 r` CD 0 PD =dO8d ¢jIll a u, q w =x3 69 L89V=dOdd (s)EE'1894=1110'ANI t g nci 9'£894=X3 OE•189V=d0ad -.I..- I (N) 81 49V - --98i00+0i.-v1 = NI AIII ON3 3d1 ON0 LV 0o c€}ot 800•t d dad WS WS I J LS'£69►=X3 8S'1894=dodd 1Z ON3 {h` V00.142 I 1 I I E'£89P=X3 U) N a 0 N v v S c rn v 03 CO v 2 W y ).: R& u.O f—' LS) 0 > u>i 4CWa Zpi9u i• J J c� CI- w NI Y H ZU z .7J cc I- �W a U iDecOJ 02O O(.20z riiti W JO�� m• >-W0W= • Project Nc L I CORRIDOR 215+00 & 217+50 Sheet Subset 14 of 26 .0 I I a O 1n O N O N O 7 $ NI h Or ti [O c0 t0 t0 Q Q Q Q 7 Q Q Z P a 41to =dOLid WCR 47 STORM LINE F F fi pp, lyre Wp a O - ...ti I� i a,. vX3 9L'889C dOiid o U c U 0 Y lei 'CIS •Id it-ON3 o8 r A & N XlS14.0l. an 80S+LLZ CN3 0L C69d=dO8d .s Constructed L9Z89V=X3 (S) 99.849t1= NI 'NII ON3 3dld I , YL'989V=dO8d O 0lj'0018L via c 8'L69P=X3 bps+LLZ 0ND ( I 1 m g a v xix Zo.d*. 0• --- gip. o in en cr) o in co o v ? ^7 sr V sr 7 Z > 0<05:210 `µwj?T Wh —a a I— fl n. I— - N— o. O azN :4L' US N 0 LL Ti 1 :0 i f 1t tri n... x Z n- 7 z 3 1 1 i ,$ J O Z . n0 d- 0. WELD COUNTY PUBLIC WORKS DEPARTMENT _ ° 1111 H. STREET 1 h P.O. BOX 758 ,. r- • GREELEY, CO. PHONE (8 0)8063 4000058 FAX (970)304-6497 11 I ] 1 f Revisions Comments I Initials O 0lr 33 o •1b ❑ACC T. 0 1= 'uzw `n O O O) W 00 v v v v v v a u:•�� w.� � n ri c l -'iOU w f- Z z CID Q �. m i S G O w y o. Z❑ Z R ix w ❑ CO4. � BL'889V dO!!d o io xapuf u � m_ n o 0 1!-ir l) r0 I- _� V wa,,_ 0,, S=m2w Q'n� :0 CO Vu 5.O -�❑ .J,. 010 Q. _ 0LFC tsir F 20 FL 9'E89VX3 r - a OIC 0- _ O (CI 2R11804, 0WO'ANL I 80'889�dOad a _ + 0L'E694=X3 O 11bMOV3N 1=07 w u' cn I I R. . a N c (N) ZB'8a9V = NI 'NVI 1� 0Q 800+s1 OflOL /1\1 11bMOb3N L Z8'889V dOdd o a e} VIR 9'E890�X3 O �O 1 I n N } I ,H v, b00+SLzllTdMOV ( n CC r _Jgn m o¢ovam J w N Q=FZu O w I •0 _ ~_ /t 1 -_ .-. -= 4w �.� � c Li _' _ �: U to o u) o (n o u, n i n On (O t00 LcO c " w c �_ 11 aCbm Q U !i O_ C ODD P _•= We � m U �1 r (1, CC p (S] = W O N STORM 224+00 o O l W ZZ our u) fOY OggqqqqwiC7 I a =dOLld K. 5ara It) 9V989V=dOnd (S) w'SE9V = lno ON33ild 00'S9+0I Y1S 99 0. C 1 Na 1 1 IL S O o an d ►"L69V=X3 0I'669V=dO8d (N) OZ'V69V = NI 'Aril ON3 3dILI 0000 toe, -Yip LV'969V=X3 SZ V89V=dOad O0+9ZZ ON9 I'S89RX3 O r Q O co co O Co E 29 in F j a mO a 01069V=dOt)d (S) OB 089V =1f10 fltao3HYa Aril Z \; o $x )j ig VBZ89V=X3 ZL'089V=dO2id "Z8+0I $1S N d LZ690=X3 I8'f890=d0ddd 800+ KZ 934 _ i1C / I (N) Z9)0691?= NOLLO39 NI 'MII ON3 0321 ISZ89V=X3 Z9 0690=dOlld 60'0 0,8}' VOO+VZZ i0 Sad I 1 I / i VZ69V=X3 O n N O N O O O in O) O O O N C O N 0) LY 0 C) C) 1O c O -J U 3 a N 3 a cre W o s t S LL Z m O z w AS NOTED Units AutoCAD Gerson c. I W's = r SI Iy - a 2 W r a Z > J Q S > 0 cc yXj a �j IooLIJ�S•W1O u.0 yWzt `O ca O V 'a' a >-N I423E W l) m D H a a< W -a to 3822 m>w Project Na 8V A W H ma 37 Lan,i;r U ? ti O Cd I i ( „ ! g 2 1 I G $ ,fi to n K ,r i O o CO 7 4 9 8go r, m^ +z'<vm nH b. U) o in O O U) N. O O � BCD c`� V' v v v v V v RIDOR 50 & 234+00 �t Subset 16 of 26 mo'- 1-2 I K w7 - - n ' +g o ^L ''! 3aaoh c) U. 8b I w =dotld VCR 47 CORI LINES 232+ I t 109:0 -°: SUU' 52' 18.701 -_ `BEND; 22.5 -ill c ,; z 'n I z r w Q ,n z w 3 0 r =X3 :ri ~ ! N ,nzw cr i' - LL O 2. 5z . N ,, u r &Ib =doad C. WRIGHT Kid. Zb fl to W.a> - w t.n i£ 3 c 0 tti SZ'£69h=d0t1d L .,. G IS) 09'£89'= Ina 'ANI - ^� o4 df 689h=y(3 p I— _ _ 4. a (N105'£ 9V = NI '/Jill I S£'£89PdOMd o W 1n N 8089V=X3 .- _/J_ I L�'OL+Ot vies . ) c— 00d*St +7t' - 2 SOD+4EZ ON3� As Constructed sed I -I re t I� =d08d l- ~ S` 1 — (N) 00.56 =NI'ANI 3dld / I = 6 10150 FTIF 9Z-989V=X3 Z9.969rd0ad O + _ .. __ �- - ,OM3 uo T V889pX3 1.L£'dL+LL Up o; s x COQ+9£Z V1S ON3 S �,, o om - - g�lu?_'a .. b .4) el r n Y O CO O in A ' z .-zw w Q z u .4� `v, --. 0 O O) N n N N. co C) m tl , 0" LL I L c v v v v v 1 sG ¢V. J in Z i r n et r. I f ' WIt cnocips- in m M yxmc)� v -- -� , - J - t ROM- R01,1 -•--r- W OWI WELD COUNTY 0-9)-w 1 + q 3�aWz O cur 1 qt A 1• _ ¢ + ti I 0 r _ s .., lex of Revisions Comments rJ w D it L .�tk? o a z ♦ I N �,- n ,-,- Q d CI o z o`--7 v.,O4la _V N r.r. O O V. V Tr V' co O or Q N -' LO O o 'II._ ,n u u (S),ZY NOLLC33 99= NI -a ON3 CMIV'I3 I O 0..zucia=iN N F I PO o . , , nyoEv cu i _ g 03: VOS+Z£ZS 3 9 001.9=X39=X3 0 COCU ¢ a I ~ "t `" 4 — I NOLLC3S ON3 03LI 3 LL + n , :,, O myna. v+s O. 09'6899=dCLld I S 96 OOL9=X3 _ 1 + N SOS+Z£Z 933 a in ;�, I I - =dOLid O • ✓ D r= x Li:. i zz191 - -X3 + -, knW— 00,6 ti °� o 5 _ rn RO ROW I ' w0 a a c; 3 I, _ .- , )mputer File Informatii JCR 47_STORM-SHT 3.DWG 016 Scale. AS NOTED Units: o o co co n k c N. r, N n m m w v v v v c v v g9 1:14/1 FS / r1 / ..• C o 4 m 0 a u 5� s N ti :r Edam E cc 0 n \ r t U I3 1 1 4 0 I � 3 0 3 ;n a y ?' n y w g w 3 ¶Hh1 s'¢ • • w a. n Z O a a1OOr-' C,G F, Zo. 3' i , W ! N : 6.. v7 O, O m • ao_,p to 1 • d T N n y Zal 4C %I N n 0 -- LL o w '0 0 ac c) a 2 w STORM 238+50 -EAST F O n v 8 n v U, co 4 U, CO I =dOad 0 Z O W g =X3 ZSZ69C=d08d (S) Z9 Z894 OtN00�Ot' = NI "ANI ON33dld ONE = 1n0 NO ON3 3d(Id 4 �! 99'4694=X3 V8Z69P=dOad v1Sv3-OS+9EZ (N) 05•269p t 96 9V= X3 4p"S694=dOad 04'09+01 81Sv3roS+BEZ VIS Or{3 I � a 9694=X3 SBZe9V doad t.i mLL ► , 6 5 p 8 s o69v=x3 =d0ad _X3 =dOad =X3 O to CO CO 0 0 a 0 0 0 8 1 0 0 nI- T :L 0 I 3 0 v: O C 3 a w av)zw CO ❑ J ^J 2 Z>,+� N wio r a W • N 4 a_Q� a Q T N rZW n Z a a a Z SrcRht 238f50•EA STORM 238+00 -EAST 0 CO 0 v 0 0 v 0 0 sr v =dOad N r -(S) CD ❑ zz 5 a O a U e =X3 WOad 6Z"e¢94 — —00.00,0► = NI At ON3 3d ,�, • '� "- w a o ,y 98•esso dcad V ISv3-O0+992 (N) LS, EMI' - • ON8 = lno DNB 3dItt MI )! 0 0 9'9694=X3 ES'969�dO8d 00.09+01 e .131/9-00+9EZ V.I.S 0 69'9694=X3 =d08d 13 I I =X3 0 111 to 0 r` st 0 0 N- cn 0 a) h co co O O m 0 0 0 0 0 Project No./Code 0 NI N 2 E Z a n F- c O 0 /y_/y O co O N O w N.Z V U it O Cn U C) 01 a) As Constructed No Revisions c.) m 0 Sheet Subset 17 of 26 Sheet Subset a a WELD COUNTY 0 (0 E 0 a) 11 a) z a 0 U 0 C D 0 m Creation Date U C r s a Ft/ Path v vafttae^ Drawing Ede Name WCR 47 STORM•SHT 4.DWG I, W C C til NC a, 0 N L. a U a a di of Z U¢ ZOO ,11 i 0 N W l -F J > J J Project No./Code a Sheet Number 213 of - 5 1 - W O=m I-. W z a x 2 I- N R W -, W m O U > W U 'WZ aa3�F- UWO m WCR 47 CORRIDOR STORM LINES 238+00 WEST & 244+00 Sheet Subset 18 of 26 r / I r I d< 4 I f 00'R I 3� rTh K -, 1 j C 4 O O co 01 00 r 0 U m O r 0 V O Sheet Subset W ^ :1 ;n _ - ;^ - a z L/ ,. o f -.' ' NI— - O n =dOLld m a --- O ._. C• ^ N �z i vW�aS� Lei 2 in -0 o Q o o_ .: '' �.� D rs W N • . N O 1I {I 11 I # CC I t a O CO O EXIST) L GROUNII, n` c {{{JJ! f N u.o os oesr-doad o o a a^ '.tern wanZ:i of r j n 3 � O � (S)os�oebv =1no ON3 3 a I � Id c m ir g a 8£89VX3 oS 089C--d08d As Constructed No Revisions �_— — ,- IX O (N)0S'08817 po 800.3175 O}v3 = NI -ANI L oreesv — et o l— o L a t/1 ON3 3dli 0S'089C=dOtld ` ! I �l N J 3 o IX 00100.01, yQO+335 V.I. ON r I I , L'E89�x3 0 I O VQQ Qi nCL 0 di 3 CL- Q z )7;Z ill a. i iU al "mS ' NI- . 1-4to y1. a '1 cc -r Y 5 pp f ; 3 0 cc o � o Y V V V * ti st WELD COUNTY }r.....rre, -., frPUBLIC WORKS DEPARTMENT -i1 r 1111 H. P.OBOX758T• GREELEY. CO. 80832-0758 PHONE: (870) 358-4000 FAX (970) 304-6487 • r r a 0 cz 3 Q ce Lu Index of Revisions O C I Comments r . I m I_ Ill III II? :i; ICt J N I KK05 Cii :N I p II tit N 11- =d0ad 10+00 11+00 d o al m t p ya mm Z 4.O N m N W n ei LIJ IltA }} ca e w CC N I I I tiI S =W EXISTING GROUND % U f =X3 =dOeld <- 'r N ZQ- I at o_ nzw Uu_ 30 1 I ; 1 I '^ in W ¢N OK u.u. nJ �— i I 3 en { 3 CO TTE2 M L— re N1S 089V dOtid ' 41 T. oa $ & 0 O vi v 1S3M-b0.8£Z ONE O'S89V=X3 Computer File Information Cruahon Date 8/312016 Initials CLW Last Mouthed Date 2/6/2017 Initials CLW FLY Path Nt✓2.(i1E::T5 JESIGNIWQU7cQRRIIXR4utocAC),P;NNSI�LE'S Drawing F➢e same WCR 47_STORM-SHT 4.DWG AutoCAD Version: 2016 Salle AS NOTED Units Eng ish F z o rn m 6a ww$iii ro . uj s AaC - 0 5 Q4N o + z w a N N U1, N a Z W _ ^- D 0'I Ill,,, V._ I -.O cc 0 H 5 , JJJjjjin va j1,ce K 1 2 I 3 K .- O o o co co co Y V R N- (0 co co sr R I "> i I I 't.. yW ROW ROW 8 .v ? dONI ROW cri F z to 0 a O 0 N Co Co 0 0 1 co co IN Qo O 0 ZZ f- 3 NO 99'£699=d021d a (3)LP'Mt? =1(10 MI N01133S' ON3 03bt1d I BB'£894e=X3 lL'£69P=dOMd 8S0+GPZ 434 I v L'£69P=X3 8Y£89P=d021d (AA NOLL33S a Z69P = NI ANI ON3 OpaY 1.4 00'00.41 cr OD la. 01 9P'£69►=X3 PS'S69P=d08d YSDFLpZ S34 113 81 S'S89P=X3 O n v O n In t0 a v co co v (3) LP'P69P = 1(10 'INI NOLL03SON3O3& 13 60 09+41 V4.0 w In til O a ct z N0 w 0 =d0ad =x3 PL'£69P=d02id 800+LPZ SPA L'£69P-')l3 9P'£69P--d021d UNILti7169P=NI ANI NOLL33S�N33 OO:Ot B I I I O a 9P'£69P=X3 9S'S89P=dOMd Y00•LPZ S'dd 5 8 8 9'9694=X3 a y yI 0 t N O• 949 CC O t O v U c`4 r` U, W U Z cc O U, Ii J U C (O e , 3 I W O 9 t0 ilo >wa LL Z r F } W J I./Code 1 N d a NI - .-. -: Z� O -'u u O4Oj oraOa W a Z m JJZ2 MOW 4 WS Project N O: tn Sheet Number d • 0 s 3 0 CC °3r>_ ORRIDOR 49+50 & 251 +00 I Sheet Subset 20 of 26 3o Yo in to h n (O t0 t0 to V < R Q V R Y Q 1 a I IC - z o0 n II r.4 Q to EXISTING GROUND =d021d WCR 47 C STORM LINES 2 Designer C. WRIGHT Sheet Subset • .�, `.--? _ No a owlw • Qo'i v u, 6 z ^ _ 02� a(7i _ =d0Md O o ti rit Tg a Q W <^ f o (S) 0s'Z89V = InQ ON3 I 'ANI 1 3dld II / :40.00g. Oq 9.0015 FTIll ZS'Z69V=d0?id +- u•-• m a 1 0 - to N - - • oo a►+Ot + rols -I Es'sesv x3 i te ,u vv -e.434ON31 Am 600+LS� ON3 - I �� Constructed _ ._ - - - - J Q 3dlki VL'Z89V dOL1d o O ='_' -• 0 o N Q 2 08B+84 U VOQ+LSZ ON� U \ II II 9'S69V X3 0 3 - . — t. W � ` � to o to o 7. w.?v 0 n 1 ?� Z t_ Z L to o to sv O Z m tr O 7 W co WELD COUNTY i,,, a PUBLIC WORKS DEPARTMENT 1 r 1 ' -- 6 P.O. OX7111 H. T 58 cM r ' GREELEY. CO. 80832-0758 PHONE: (970) 358-4000 ' L • ' FAX. (970) 304-3497 Sri 0 cc I .2' I., s 1 Index of Revisions Comments ' Initials 1 l i ono• ._0 1 r-' _ to - .- O o to O W W CD (0 f0 w r W .. r n n t0 wC(OZ W...-. Tr iO. N .! 00 s 1� 11 P.4 N ZZ ( �N �- al c7� 05 0691 =d08d o y+ - CC N w IS) OS'O68V=1fO MI a 7.. F g t'o99v=X3 r - - 1 ON3 3dld 1 o c OS 089V d021d W ^ I 0 w - — ROW ROW ROW -144 STORM 249+50 --00'0S.04-- 909+8VZ au (N) OS ain, = NI ANI ON3 3dld �� 09'089V=dCad o File Information I Impels CLW Initials CLW w m AS NOTED Units English ,Nn c n o- CiJhZ•.;9 D• O a W≥ 9, �' s Wci_in o �y * Q o VOS+BVZ ON! I I I I 8'EB9V=X3 0W089v=doad 0 rS (��7 5 Li27� a a - Q Q ^ y w co - w N it LL r- C 08'E69V=X3 8 rn E N y -, ^� ^ 2 ¢ ° _ �y .H i 3 & Tct G to o r0 o to o to .- r O O O O CO n I` It I- t0 o t0 V < •7 Y < V < it a o 0 'D C e w a cc1p c7 0 .'� 2 0 rn I y 2 Ji o N • S 'Di O. A4eg' - z r& ,171A I i W a I- <( ¢W N sg =OOW LL . Z r 0 U N i0 N I :t-avel .. U) Z� oq`05 $ aOrW— co Dr su 77Oirw V m w 8 2 O Z d in O Z 15 n V Jet F :,1I:Tp 0 a 3 0 JO¢ tsmo O C H N o z m' G a co '- I s - r _ I z I =d02id WCR 4 STORM LINE v f v Sheet Subset cc X G r•-• I:- sue., 1 I ,I ,��I''*_O l?I s o m o o N O N �- iZ ON? o,wQ'P - - O X I a. =x3 =dOad O O w v o u. Za�� mw wnz 5.00 LE OF 5'x21"CM 0050 FT/F1 _ n o # 30 _ 3 a I I =d0dd As Constructed ce a —I c ` — re(N) 61'9691, are 3dltYr MESZ+61 'VAS --. II ZE969V=x3 3 I C H 90180 = NI ANTI ON3 ask/ 900+99Z ON3 — =d02id o o W I CO di o IN F- 1 o x < _ viz c,_n ... y 00+99Z 0► Vl ON3ko O'989V x3 o 11 X a in Gw I c c 3 as"�9- in O in O OcNs Z > 2 to 1 f cc CO CC. I 0 ¢ I 1 1 N LL F. p- 0 CC .- Ii U r I ti I I I Z 2 W y...N i Yt', O x f� f� rO r- i O CO R R Y R R O Tt I WELD COUNTY PUBLIC WORKS DEPARTMENT 1111 ti, ►' __ ti P.O. BOX 758 LA r t GREELEVCO 80632-0758 - , PHONE (870) 356-4000 FAX (970) 304-6497 ll K p i , cc I c = C Z — rn I ¢ O �n I: .- O O W W 00 v v v v W v v C ... Jo 0 g U i11 a3 Q. :1 c0 us O ZL3 r.... N I I i I 1 3 3 1 0 - s ® O p it n -N0— -_ -_ - o 111-- _7 O z z n0 =dOiid Index of Revi; c oi E E o Yi u2 vz 02 W A l'- N 0 V A 4 N q Q I - WCR 4/S OFFSET f. I I # � 60.00 LF ¢F 24'x38" HERCP ).0010FTIFT =X3 CO ^ ? it 0'4+ u_LLnzwf Zl'S696dOL{d o o m I (S) LO S69> NOIlO3S =1110 ON3 03t11�1d ANI S r 10 ' B'969�X3 x c SE'L69C--dOad — 1300'09+01•49 /t'....) _ r- _ _ _ I in � 1 BC'989�X3 L---� to ICD(N)LO'S891=NI'�IVI N 2 NOIl33S ON3 O3NtrIS I 0Z'S89V-dOad 0 '3 --00'00'94 0 :a .000^.3: s CC N VOS*S9Z 934 �4 1 I25 L'969V=x3 0 th 2 wUTm co u j fl w��? • CO LLZ)-ZW al CO W CC K ;') ; 0 ¢_J K 3 i . ;. - - `s ? VI o to 0 ID 0 01 _ N N- N N (0 m - c v v - -- _._ .. 4.4. LL U cCC m E = Q) a O v a = 11 is M Q� n ec y U v I C n O N s 8 2 Full Path M WROJECTS OESKAWV0t4ILORRIDORAIJ rOCMTRN Dramng Fie Name WCR 47_STORM-SHT 4.DWG I AutoCAD Version 2015 Scale AS NOTED Units E - i i r > •B s I ti g W ° �2 W I- O QQ o� >W� A goaw Fa t;wz J Project No./Code Sheet Number 2i7 of - 'r y.lM ut2N Y Z i v � O Q j cc 000 W o R wm w F w 2 c 2 -Jw 02 w u W 2 mt- WCR 47 CORRIDOR STORM LINES 406+00 & 415+50 sheet Subset 22 of 26 .� `-S_ 0 cc f_ y� ... mLL -fir _ _ ` ROW - _ - -•• . ROa ,<. I �. i I _ up I 6 I y I� ��n P N 4 Q�^ 70 o1 & It Li 0 P. Designer C. WRIGHT Detader C. WRIGHT Sheet Subset c. w TCC '43 `i• JO ( '� ^ F : o insr O ='wosa O toto oo toin in O W <0 <-7O CO t0 tD tD (0 t0 �r"� < Y Y V Y 'et C s 2 W CIAZW CC \ ` `� • .r C o _a u 11 N O 2 ELX Zj> O w y:o $ g Et BV9b=doad o E t `4 me v (3,89'Ld9V=NI'AN ON3 3410 I11." I m g 89.119YdObd As Constructed No Revisions: I �^ " r Q y -- `� . 13i i& F.5 W +�� Q ? a •v N• o g- Q a - o v z W i70 2 _ V0S1 VA) entisV=trio VSill ON JyWI ON3 biracial. Id 8S'8V9Y X3 ES'LC9V=dObd + S O a~ ; ta to w 2 w t o n Z (, I rr7 1, 0 \ F- Vie 90S•SLP dN3 'tit. 1 1 B 9F9V X3 .- I ¢ it O C N co-- i i 0 in ( V d' a i eC O to II II t V `.� o in o CO CO CO sr WELD COUNTY .,,. PUBLIC WORKS DEPARTMENT 1111 H. STREET r., P.O. BOX 756 CM P ' GREELEY, CO. 80632-0758 PHONE (970) 356-4000 FAX (970) 304-6497 • I i m .�' I is Illiti in o Y O CD Y Q o co Y Index of Revisions IComments 10+00 11+00 STORM 401 TEND 406 TEND ENI / STA. 10+ N 402.90 /r E 244,85! lYCR 47 OFFSET /- .--- _l1ri[1 _ onus — IOO a. WIC)U Ct i in LL ~ i _ LetS9V=dO8d Dw— 1' 38'41 (3) ll8'Zt9Y --11a = NI 'AN 117991r=X3 v , ob ON3 3d Id 02+01 VIIS El00+90Y ON3 EL 9S91r=dodd 9L VS9t=43 (MI L9t99%. = 1110 ON3 \NI Id LB ZS9P=dO d - - -- &TIX0+E31+ YID V00+901? 0N3 I S'7S90=X3 Computer File Information ?� U C m o [—Last Modified Date 2/6/2017 Inmals CLW Full Palm MtP40JE_TS LX$IONMA R4 COWiIDOgNUwOGAQP_ANSr€E TS [Drawing Fie Name WCR 47_STORM-SHT 5.DWG AutoCAO Veciam 2016 Scale: AS NOTED Units. English al ON[V m. O W ol�co U 2 to W m rn Et a ll ,,� Q N a S Q T. •- - W N Z W 7- N LL LL CC Li J- }p ¢ } CC X o tC x' I L I c l • I ^ . i 1 I g C I e() O N O to O to (�0pin t~O t�O (0 t0 sr CD tip v v sr v < • Q < - /I / / I cy,z -0 - co + N- elN. <y I-- n 'n W LI- r� N' CC: Ii <tel C o to it. • 0to z m 2, IL N n z r a N wz'Ozw maR•in oz r: m O tG o � -t d V N zw r2u., y SIOR YE N S N z N - STORM 417+50 O to CD O CD CD N Cn (4O CD nr O (D ▪ r ₹5J 0 Cwt - w it U0O 2 11 =dOdd E o85 0.r % =X3 9YLV9V=dOHd {3)EV(L19V=NI'ANI 0N3 9dld 0 0'ii+04 f i• +- x g 4 1'B19V=X3 I.9'9P9V=dodd 1 S (M) 9E'Lt9V d0S+Lt1 ON] =1f1O 'ANI 0N3 ad 00'00401 Id *19 SL'949V=X3 9E'LV9V=dOMd 805+L11 ON3 I 1 t l 9'9V9V=X3 0 N 0 v U-, 030 4 N U, v 0 U, It 0 O 0 Project No./Code 0 co N E z' cni) As Constructed No Revisions WELD COUNTY U U n O m J V to to c Lasi Uociaec Dale 2I6/7017 WCR 47_STORM-SHT 5.DWG A D 0 LLI 0 0 f./3 N 0 N j J d �0 al Ui3 0 o tire <& awa 3 0 0 W r t w j le 43 p U eN N 8 m •- I — � W Q., Cl) .c JC -w �z <U V 5 tu"Zw W 11____ 0 - al r3i z o-, w �O� w w_ J f Project Na cc Sheet Number -- 1- c �i. u�o m LL ORRIDOR 13+00 & 522+00 I Sheet Subset 24 of 26 - - —_- r _ •1 w 'Y/ _ 8 Yf I • m,y-4 "__ t`, ROW ROW •—. 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CO. 80832-01 i' ' PHONE (970) 358.4OO t. • FAX (970)304-8497 ' Iv of Revisions cc 2/ 1 , 3 -_-_:-_-�-_ ' 111 m v co m coo cn v v n co v f A 0 E cj o 0 0 �! x 0•n - u);O 10+00 11+00 C - _ - v 6 C an " -�..,; N 1-- ,;; � wiC�7 a..._ =dO2id _ cr oIma -±- ° w O N = w n z w c IMJ sl'Ek9b `aa idw f vr NOps�1'Ab g .... =X3 EtCL9P=doad 0I M r — t1S-1 .in.o ZZSL9V=X3 00"0P+0I 'ANI 800+EISON3 N (31llES=NI 2 ON3 3dId o SV'EL94=dONd IX O 09130,04 V 00+ELS Will ON3 0'fL9V X3 0 rn n V) In J N r ,, i K co o in o Ln n r in :2 incn co n lf) v v 4 v c co 8 �'n n LLTr n c 3 U 3 U 2 a u, n 1' O ;nt°mv rr 1J DOJ O INN O o o :v ¢ ?Ns a I I 1- F UWf ¢ 3 K Q 3 c= LL Ufl!iry a rm C N J yy i p vi i n NI o SO o z i o a L L ry Y Y. Q co N N — M c y W ROW — ROW -- -a-4 _; a3M z 5 N i co 0 N r N r O N N O r 0 O _ =doad Zg a. 0 I ll'2 17 =X3 =goad (3) S9 889tr = 1110 ANI ?�1 I I 37�� 0.0100 Fl =X3 LO'889fr=d0LId (NU 9P1894 90f9B+oi = NI ANI ON3 3cIW OR3 3dld 00'LE+01 YlS-T 900+rte ON3 Z9'10LtnX3 8V'889V=dO2ld v0o+1z9 Via 0N3 j ;Cr 1 ', E Doty xa N N Q O N r N N O N N 0 r O N CD a w FD NO a A 2 =doad o g c°5 f3188289r=MrAt$$ON3 1 Io i-I =X3 S09691=do- 3dld Og9L+0l'Vl¢ 8 $t+919 0Nr3 e 0 O'889V=X3 LO'00LP=d0Lld (M) E9'149? = 111O ANI &8'00 — �v 1 3t, 6690=X3 E9'L899=dodd l tic V SZ+SL9 0N3/..1 ► S'989V X3 0 0 0 Z w n cw r) '? aw $ a oI-xa° tn Lilo QOC�o Y=_mVON Ca ?- -Jo - �Zx O - waLL 0 81 C CC 0 c:0 C/ N LLLn U C° W Z a cc O cn U I- a a Y G m 0 co co S 4) Cr ft 0 U a l0 N ROW p=''=22 y v; g i W p y • ego J a v N Z Rzw 11.1 N f Y z STORM 622+00 ✓ N- O r U, 0 N 0 0 N In 0 t0 4.4 2• g O V Z cc ✓ W JI- J z U a. 8 1— 0 a ww q =dOdd w 6 a i2 In $ =X3 =doad (3)06169•1 = ADO YUjll ON] 3dfd S9+ -0L 'VIE Mil- -- `- QQ g o =X3 6l 00L6=dOdd t; (AM Lt'L696 = NI'ANI ON3 3dld — l l '''...--I _ =Xl9'EOL63 Ltitl96=dOMd 00'O;01 V00+tt9 ON3 tl • L ` 0'6696=X3 L11696=dOHd 09'9696=X3 O (N N- R N N O r 0 0 0 0 0 Project No./Code O NI N E Z tn cc O O �+ N F o o z O Z 2 c �O As Constructed No Revisions WELD COUNTY Index of Revisions W N 0 W N Sheet Subset C. WRIGHT `w a 0 0 Sheet Subset O 0 tO a c v E E O U C) '2 C r n Citation Date U IA e Last Moaned Date 216/2017 oraang File \ame WCR 47 STORM-SHT 5.DWG AS VOTED Units O 0 N AutoCAB Ve3ion fi I `i.00le - I r 9 •S t: r. r TOE WALL CONCRETE 1 'APRON • 1. a L. A 1 C\ W1: = computer File Information Creation Date 8/31/2016 Initials CLW Last Modified Dale 2/62017 Initials CLW Full Path M WROJECIFLOE NGMWCRAT-CORRCCR UrOCAMPLAN514ET5 Drawing File Name WCR 47_IRRIG-STRUCT-SHT 2DWG Annr.AD Version. 2016 Scale. AS NOTED Units. Engish 1 I Z9i C4 sti CO § i V N N Z W O N Z W n i g y yy? Vi 41 y � QZ o r • W O ₹" '5 GO OF Project No./Code m b qI t N _ in O z �Wy U Lcfit; N_ 2 Zp rk sa _U Vp444111 O o.;5`� I3 boyZs o % 3 DQ 0 PO N 6o Q6 ZppU•l$i o 5 g $zzz §o tz o 2 z s zj- x 3 wzz z OZZ0w z z 0 KU Uzd�0i U U U ry m a N m I umo WCR 47 CORRIDOR HEADWALL 125+00 WEST D Destgnei C WRIGHT Demi C WRIGHT Sheet Subset Sheet Subset 2 W 26 G \ _1 +^90• • ^.Z \ —_____0„,` \ \• .• As Constructed ¢ o • O qS \�\\ 6 . y \\ \ z ♦ N z UJ cf WELD COUNTY PUBLIC WORKS DEPARTMENT 11116. STREET '1 P.O. BOX 758 GREELEY CO 806320758 616' "e r ` HOXNE (0700)3 X000 0mf- _ a\ 06 2 4 J U� QO C a _ \.\ �' -MOM -011 mot —MOM —608 < \ a \ M1 Q, ° LU ¢SON Ow₹;MOM N O Z a'Ll. 2 SU Index of Revisions Cale I Comments I Initials '4ga31 HS g. \\ O Z W 2 \\ Z W \\' \ �• • \ \' W •t�` a dl \` ..\\ u •B7 �m N \a/' z 2 W 2 W M CC z O n O 4 •," M I— \ U ,. t wa w •\•66 \• k?.? '!1 0 o ;1 \\\ t •OO a N N U 3= Q \ C W x \ MOM -MOM -MOM -MOM -MOM -MOM -M08 -MOM -MOM �\ ry \ '86 LLp 3 iZ w \ N U U . T Q Q O Q Computer File Information 07886-P Date. 8/31/2016 Inm4Is CLW = qS ` z A n 9 .5 . U w p -y g 1 a U U U t 28 Project No./Code g Ai I w y VI w j ~ aR' m_ R31 's i�w o r .o u 1o,i S a o aQ° d maw ' m owi vii °F a N' So §4 a° �u gn 2 SAS E IvaL',% L'6°33 3 g rc°o rcu c6 °' ' ° ° s N n a w, b EW w t% r s �u Aip Ws 4k , s m � ,. WCR 47 CC HEADWALL 15: Designer C. WRIGHT Deailer C. WRIGHT Sheet Subset ,,I,� MOl ��' �`1 — mac' �� 'IL1 . i ` • 1 � r ° am N CC Jto 0' 4 As Constructed I___ No Revisions: Reused WELD COUNTY • PUBLIC WORKS DEPARTMENT 1111 H. STREET P.O. BOX 755 p GREELEY. CO. 60632-0758 PHONE' (870) 356-4000 . FAX: (970) 304-6497 I IWW n� Index of Revisions owe I Cornn,ento ' 1 14016 a iv r •1131' gW 1.00' Z W tr_ ,� ' i 4 mm " Wqqge Ire ::(- t- in W N 743 I- 0 W o ov' 2 w Z J Computer File Information Creston Dale 6/31/7016 InSels CLW g Dmvis Edo Name. WCR 47 IRRIG-STRUCTSHT 2. DWG AuloCAD Version 2016 Sale AS NOTED UM. Eos63, e 1w 1 Ed k• 8s U F2 LL I in FS CA. Project No./Code J O aym w" b 'N w,%', F- CA,_ ° °2 �� m F E 4i I°�zj ° o� b b o~i 0020,1 8 I z 3 z U° W0V�° WpWl- G -S3 U W U U W p W W I�� ,y,,H h �ZO[ki K l K WZZ LLZ Zpl�•� Z Z U o ¢UO W0� ZZ U O: f°] UQ�UI U U U ry ei a b 10 H'i1H: = �T I uga up WCR 47 CORRIDOR HEADWALL 152+00 -WEST B Designer C. WRIGHT Deladel C. WRIGHT Sheer Subset Sheer Subset 4 of 26 CTF I• L i-- • W As Constructed W�- A U r WELD COUNTY Y PUBLIC WORKS DEPARTMENT 1111H. STREET g 1t r - A P.O. BOX75B g • GREELEY. CO. 80832-0758 r PHONE. (870) 358-400] FAX' (870)301-6/87 r UJa "' visa J J re Lee X I a a 'I I' \ 9sp —_ Index of Revisions Date- I Comments I lmealc. Vi_ $ s MO Iry 12 ZW pie 12 ffi .% $�,I• r I . C .t` ,• • ' 1 $ I ' •5.58• . m x' a f' z W w _ rFy ce oQa Ce 1.00' N p N O H Z 0 N a Computer File Information Crown Dale 8/312018 !Mats CLW w g E a o B 4 p yy 3 �5 0 {a..R 3 g al n w Lei z. I s - ,1 .. 3 Hz i s a 3 ., m I . 1 �o Was o t�°� LProlect No./Code I ry N� .. m.Vu O tiffigilt °�J = q� U° WCR 47 CORRIDOR STRUCTURE MAIN C t Designer C. WRIGHT Oetadm C. WRIGHT Sheet Subset 009E Cp m Nf-, of $w a'`W m Z ^ $a B� .99 ry/ NA1 L 1' ` LZ9 ffg5 i,999 _ As Constructed E ul°7 Eg i $` 7 I I, P �' I e 2 '0^ VERTICAL CONTROL PLAN ROADWAY STA. 179+12 1 \ �� }I .° ii WI a W I I ii, ce II t0� m %00'Z U WELD COUNTY r\a-sue., PUBLIC WORKS DEPARTMENT 1111 H. STREET P.O. BOX 758 r p GREELEY. CO. 80632-0758 PHONE '970) 356-4000 FAX. (970) 3046497 y q�y,� o'I B'` aggp7� cc ud- fgVig N 'IF 0.1 eAl ..1i,' $ad s MOi 00'BL Zm O W ^ $ UQ K Index of Revisions Date I Comments 1 Initials O uLu1OY N _1000'n, •IORIZONTAL CONTROL PLAN ROADWAY STA. 179+12 I!!W3 a n Zi n .DO' It. EX II D II ,8,..3E H Computer File Information Creson Oat: 8/31/2016 ImEals CLW LW Mocha Data 215/2017 Initials CLW Full Path Ail woOXECtS[Yepwvra4,::Qao1oo,,ocmnpLnosneels , O .� EE a ry I ff7 CC ti;i_ ~ •-•fJl I°M I� 2 rc n o - II ' Q U N Z difr*N. n 1 256 gf iii Lu ff__ g 2 N gFo� a , Z `y oiiiiih. 2 pw 0 0 gi dg'a I 6myy (SE m 0i 5;E OWW a¢ a I t:, 7<en WE', ' 8% g ¢LL $ � Project No./Code Pi w ` E Z 18- WCR 47 CORRIDOR MAIN C - STRUCTURAL PLAN 'a e 8 m a$ 'Dc6W 61 arc A £ ' �� os�LL QFQ _ •` a � Y GRATE PLAN S 0 U U N IA m •/tea ? II w a s� z;I, / I- n d �� I- .3Y�// __ _._1I•M.� ESB :. . H • - LL Nl O As Constructed rawi .. IM:IP In „ • g L. co re m,u- J Q LLLL (g OO rsA u. • \ uW /\ fV U u-4-1 Ie1,2,10 002! Aga ° a gs . 1 FY 6,0 K= 'J D s WELD COUNTY PUBLIC WORKS DEPART MENI 1111 H. STREET 1 ' A P.O. 8OX 758 ' r p GREELEY. CO. 80632-0758 PHONE. (870) 358000 tT FAX. (970)302-6297 a V, a 6- I, q 4 a Es ¢ t � O1WpWp Q s li Index of Revisions Date 1 Comments I Initials g. IA • w z STRUCTURAL PLAN ROADWAY STA. 179+12 I m$ ' i W I 1' CC w' o II wD IZ a .IIII m4 •a II z 3 LI 3 IiU; LL .dS. m o g M. g B g A ,.. 9 , vl 1 r 1 Et O¢p Om aLL Z y> x0 ,- O ❑fl O�'W 353 Z�3 4E m m DD i-§ 1i a§gg 5 } A I Project No./Code 7 n , #,t |f//. g� |% . . \}\ 2 . ° I I WCR 47 CORRIDOR MAIN C - SECTIONS | . , .. . �`:§ !K |2\{ §} / !' iEk\\\ §\2 \ ` . z O « k; W. \�! ;,! ! ! ; , ----- As Constructed } 2 i I ) k§ -� WELD COUNTY PUBLIC WORKS DEPARTMENT ]L 1111 H STREET P.O. BOX 758 GREELEY. CO. 90632-0758 ' IR + r PHONE: (970) 35&9000 FAX (870)304-6487 'ail'a ., , . . PROVIDE CLOSED MESH GRATE PROVIDE (SEE DETAIL)PROVIDE FOR PROVIDE 7510" DOUGLAS SUPPORT I FIR BOARD (SEE DETAIL) EURI NOSITRU FORM LEDGE IN STRUCTURE FOR BEAM PROVIDE 7' x 1 NOTCH FOR WEIR CENTER WALL BOARD IN STRUCTURE WALLS AND Tx 1" IN FLOOR » ,, SECTION A -A' computer File Information Creation Oate. 8/310016 ((5413 CLW Iasi Made( Date 7162017 InEals CLW Fua Pala N'o0O;EZts UE.,50..:ar..:ORMIULY . ;ounai. u,9ieErs Drawing Fie Name WCR 47 IRRIGSTRUCT-SHT 4.DW0 AutoCAD Version. 2016 Scale AS NOTED Unla Engfah \/ in § ' • / ' !U. .§. /] I g| Project No./Code ! ' ! a ,_ R _ , a 3 \ a / -00. | i I ° )§| �%' I WCR 47 CORRIDOR STRUCTURE LUTZ-LDS A Designer C WRIGHT Delaler C. WRIGHT Sheet Subset Sheet Subset 8 of 26 ) \ - §!|�) to — —_ —_ -_ -_ - . ' -m -_ -_ - -_ -_ -© —m $ ® .«of) 7�! z As Constructed ! \4 '% w - k� VERTICAL CONTR( ROADWAY STA. I WELD COUNTY PUBLIC WORKS DEPARTMENT 1111 H. STREET P.O. BOX 756 r 1 GREELEY. CO. 80832.0758 PHONE'. A70) 356-4000 FAX (870)3W61B7 ) r « )\- k / i1 ©! ° 3 } 2 R! 5 I! !! k ° • _ __ _ —..— mg z-© ° D ® G !k \\k ® k §k§ §;�/ ( k k/|' k§r@ `!§ |2§2 G|$§ in, k © —_ ® — .-m _ —� Index of Revisions Dote I Comments I Imtlals .... .... .) . §u - . ----1! §) ION STRUCTURE "LI )RIZONTAL CONTROL ~E ' LU X w #_ kE Computer File Information Crashes Data 8/.31/2016 Initials CLW _ | ) o ; j} , Drawing tds Name WCR 47_)RRIGSTRUCT-SHT 3.DWG au/CAD Verson 2016 Salo. ASNOTED U1I8. EnpNsn \_ , I 01L §k ,o )�� R x6- r - P — `t ° � s��b ; }\LT 6"4, )"2 ,g §«�®§.§ E� §OF' EE M - .. 0 0 go y 4 ill zi g dVp 6 y 52 aQ ;;Ii is `? ,,s 5 Project No./Code n d vzS 8 Fi B 5 :-HAA Y W 0.-t6 {zy 1' H V C. 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CO. 80832-0758 V Q9 w r ' PHONE (878) 356000 FAX (970) 304-6467 ya�Sl _ • • SECTION B -B' iii V . PRONDE HINDI FOR TRASH RAC1 DVIDE 7610" DOUGLAS (SEE DETAIL IR BOARD (SEE DETAIL) s`b • • • SECTION A-/ • . • 2 g • • • • CUTOFF WALL PROVIDEDa I}' NOTCH FOR WEIR BOARD IN STRUCTURE WALLS AND FLOOR • • Index of Revisions Date I Comments I Meals n LL -• . .00'£ LL 53 V Computer File Information maeon Date 8f3112016 Innial6 CLW Last Neared Dale. 2/6/2017 Iraoals. CLW Full Patti a;. 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' vsz I k ADWALL STRUCTURE "UNION B" WELD COUNTY r PUBLIC WORKS DEPARTMENT 1 1 7. • N P0 STRT 766 GREELEY CO. 80832-0758 !� r r PHONE (970) 356-4000 FAX i970) 304-6487 96'4 / i i / / _1 / 0 �1 i 044, La Index of Revisions Dale I Comments I lB/IBb C o° m06m N_N=413,754.02 E=245.363.18 HEADWALL STRUCTURE "UNION 5" HORIZONTAL CONTROL PLAN ROADWAY STA. 233+58 o6Gc�j 3 m E° A'S Zw e< ° «' g ^& Q Computer File Information 0,9690 Dee' 8!312018 Initials CAW i e W Ad Drawing HANameWCR 47 IRRIG-STRUCT-SHT 2 DWG AubCAD Vow' 2076 Sob AS NO -ED Urm3 Erghsh 9.00' 6.00' 6.39' 21 34' ” ool zw 1 s 3 Iz LL : 1 W e 1 Project No./Code I y H � z --- o m y - ruin i n' 1 z� u v ��= a� a z mph= Ym0 WCR 47 CORRIDOR STRUCTURE MAIN A _ 22 _ 'c 0 o m H m 2 $ w g% e. 4;4, As Constructed ¢ - fi'�dd g r�g uu�� 4�R7 Po r R Z 2 C 753sg U HI cc cn IL CONTROL PLAN 1/AY STA. 514+22 WELD COUNTY PUBLIC WORKS DEPARTMENT 1111 H. STREET P.D. BOX 758 r ' GREELEY. Co. 80632-0758 PHONE. 18701356.4000 Fr FAX (87D) 30•-6487 w=w$'a F p o�F� a - tp Ice Z Q o O ct o W K 4 IT 0.C, PROPOSED r IRRIGATION UNE II fHO5F11KO) l 3.50' 0.87 CLOSED MESH GRATE TO BE INSTALLED FLUSH (MTH THE TOP OF STRUCTURE (SEE DETAIL) PROPOSED IRRIGATION LINE (HOSHIKO) `l W mm wo S0 S 7� w Qg O IDS OF G CONCRETE VATION AND NT. ADJUST REQUIRED. A'5 REI EACH STRUCTURE "MAIN A' •AL CONTROL PLAN OS OF 3 CONCRETE :VATION AND IT. ADJUST REQUIRED. 4.83• ` WATERf AND OVE CHANNE iTRUCTURE "MAIN A" Y GRATE PLAN , s• Computer I-lle information Creation Date 8/3100113 InA 1 CLW last Mottled Data 216/2017 INOals CLW F5 Path uEcl6•praro040ayco06ococuw,.umao, SHE t16 Drawag Fie Name WCR 47_IRRIG-STRUCT-SHT 3.DWG AL0CAD Verson 2016 SaAB. AS NOTED UMaE Enatah c Z 2 6V,9,8 W !2i., �O FQ 00 375. Z rz U05,0 4 C HH U~ZS Ooi 'r � K� :IP OJo 2 W g 1.75' a w' w�= LL s$Wa 40 §a=w Project No./Code 1 Sheer Numbers of - ., O Ji djZ 1 oY� mpi I um0 I WCR 47 CORRIDOR STRUCTURE LUTZ-REYNOLDS C Designer C. WRIGHT Daimler C. WRIGHT 6 m a '.. 0 ? y z ��n Iry Z % nK dtR. O o1,m 'zW > Lrz t( 4'.V R 0 SLqX ¢ ^ •i� - y ≥z W d o J ,D As Constructed m b a .- nn k ...?; t i iu O rIn MOl _ aim `a`J •Cs:lb a J\'� 91 . '8. S y- N �r 70.0 J W ~ .d3 a o+ R' �a I- Z~ J a [ WELD COUNTY PUBLIC WORKS DEPARTMENT 1111 H. STREET P.O. 80X 758 e[S GREELEY. CO. 80632-0758 r PHONE 1870) 3564000 FAX (970)3046497 ow ti a \,y\ a \ - 8. pZ �� Odz° qqg¢ N g F ss d7I$ E'1i ��vi Ew i= \ b IX O• OtkaJ' a�3 a�. 0R4 ' WZ O gi5 ese E.1= g I t -1 Ozqw Index of Revisions Dale I Comments I Initials o aaw ar 87' 3.00 az g CNN! a woZ oQ�Q FE 5 RE,1 i g o — 3 .m m F,'% 2m a° 9- \ \ 1 ay NOh t.• a Cf '�' gp 594t, .tB4s' rc t7 us o W aae O Luc- ��- 0 Ca d (7'0406 It i p2 Wd F J c J + H e Z d Z 0 N Q CT Ca _ Computer File Information Creagan Date 823112016 ImOals CLW $ l ii Draws Fre Name WCR 47 IRRIGSTRUCT-SHT 3 DWG AuioCADVerym 2016 Scale : ASNOTED lime Engktl , § ! { , : ; ± ! §)� « `t ! go \/, Project No./Code @ ! • k ! g \ § B w § §§ . !| K ( k § %2 ,» \§. ! - ` ` $)« $: |k'2 / ) ) !,2 §` awRL E.2 `®a V 6`|■ k ) ! ]|| §| !|,a ! _ | ) 2 b |6§2 | ; }§ §9§§ K \ § _ . VI .... ... 0 `I ° EA 51 M / §§ I§:§ r iI ■;1, ,, i|\ °`� WCR 47 CORRIDOR HEADWALL LUTZ-REYNOLDS G - - J / L Designer C. WRIGHT Daimler C. WRIGHT Sheet Subset As Constructed No Raaisrors ) ! WELD COUNTY p. PUBLIC WORKS DEPARTMENT 1111 H. STREET P.O. BOX 758 a r' ' GREELEY. CO. 00832-075B PHONE'. (B70) 356-4000 r}I e FA% 16701304.6487 V/ 2.0:1 I `-LV' Cn computer rue information Greaten Das 8/31/2016 166415 CLW Last MomtaU Date 2162017 Initials CLW Full Path uvwo�ECtS cEstr,�awca�;.CQ0OI�.Yi.v�•o.nuwian Y+EE's Orasrg Fie Name WCR 47 IRRIG-STRUCT-SHT 1 DWG AAOCAD Verson 2016 Scale AS NOTED Urals Eng/mh ', ).) ,g ¢� V2 �o moo }St1rc wg� Project No./Code n d. Sheet Number 2-43 of O I 2g� a'M w Pi' "• W W i- U il H (a_ b. O (1, S 2y O.4 W F r rv�$ o= 15 P ~Ng ° V w O�N• m Fou LaDni H 0) o f o J V6 P c`i t g: ,2 µre ,2,'5' ay wK WZb. & wa ¢ WN 0:N°�t I00 U OzOQ O O O 0 N m a ui m m' O z u I F u I mY �oWs it; WCR 47 CORRIDOR HEADWALL LUTZ-REYNOLDS F Debgrrer C WRIGHT I I Detatler C. WRIGHT nm Pm gn oary LAs Constructed m a z Pre. pasue9 N0' — �pp R gY g3w 0.83' P. 9 gb M:1 d t a 2 NWw Q o 'LIP 0 Z w aga in Ow.O Z W-, CZC w N S WELD COUNTY PUBUC WORKS DEPARTMENT -- 1111H. STREET ' ' r a, P.O. BOX 755 Ai .r° G PHONE (970 130632-0758 O0� FAX 170)3046497 tL --NO o N "B _RI Ia o • .. W W z O a z dry (< J + J z Q W O 0 j J Q 0I--3 Index of Revisions Date I Comments I 'meals .. .. A -J J ..-. .. .. Z 1 a .00' ( I OS all r 1 'yt _ 3 '8890 .. - - _.__ _ •,`�� I O i N cZ •:�+2 Z 111 S �o.B7'I,. t • 09<n mo .04 .j .. a eI.a :w Sqa 11 {IIII1 0.83' 1 t I •'' Computer File Information Creerm Dale 8/312015 Innate CLW 1 3 3 U Datong FN Name' %NCR 47_IRRI65TRUCT-SHT 1.0593 AuI0CADVaagn7016 Stale- ASNDTE0 Units. 58944 §k `� °I ® Project No,/Code @\ . ! ... } �, a §06n p rou�§U.-5KKc -� l�� - )\ a ( ( \/k§§ ®)00 «;� 3; ,292 , , [ -522§k u§! ! ||!® & _ | m/2 §) V®§) | 2 § ° w , :w', Al WCR 47 CORRIDOR HEADWALL MAIN S Sheet Subset. 23 of 28 De6f9ner C. WRIGHT Deto,ter C. WRIGHT Sheet Subset As Constructed No Revisions | ce IYnd WELD COUNTY v PUBLIC WORKS DEPARTMENT .1 x 1111 H. STREET P.O. BOX 758 r r GREELEY. CO. 80832-0758 FAX. (970) 3 487 87760 469285 / 9t Ndta...02S / 1 tCr \.,5::::2,4,6.2B7.89 -�/ y y� L f / 9. q is n SS d F 1 1.. ,r TOE YVALL Y.&'i CONCRETE \ \ �� e'' APRON \• . / )) \. \44 // „' \.. r 15 . 9z.9 \ Index of Revisions Date I Comments I Initials Computer Fite Information Creston Date 8/31/201S Impels CLW Last NOmped Dale 216(2017 Inpal9 CLW FA Pais N . ,n.Nn;nu.,�oaalaoawuto:;w(wi.>v Sa1:t,5 Drawing F63 Name EC WCR 47 IRRIG-STRUCT-SHT 1. DWG AUIOCAD Version 2016 Scale AS NOTED deb. EnMlot N jal: m' 'g i S O E t§ Project No./Code I n N 13 E If t>>yy r i_W5 Yi r g L� Boll. SJM is z • - .w ' �vo I WCR 47 CORRIDOR STRUCTURE LUTZ-REYNOLDS C 1 Sheet Subset 24 el 26 Designer C. WRIGHT Decade, C. WRIGHT Sheet Subael 0 • 1 -_,.r-- 8�° a1� $gw ffrc ° '4''$ a id \\ a 7i 'zw � n t ,e, # w0 m ED7 s o1. t� v ayye{= . b O J O > J, K z tO a• As Constructed M z ° PATA 1S @ w� O MO1 ° frig' _ „So y H - , • ems _;ems $ ^ gg cif f ..,-g D J wZ ��y j a' J -.1; 0 V CeQ I- a 3 U a WELD COUNTY r��4 f I. PUBLIC WORKS DEPARTMENT S 1111 IP.O. BO%758 GREELEY CO. 80832-0756 .. t' + r I PHONE f(897Icy56-4000 '4-6407 _'r'.T' @6 if °?6 Biarla m w i I +zw �° $li =w %p gO q iw LIJ CZ o � 1 ow^ .. , zy N O r m E d �.e7 t oo. J �M LL LL o n dO p i4n MO CFT" �a�5 Fir ow _ r ° 2Q W l O ¢O m aLL \ 125 3A 1\ 1\ 2y 21,2 ON a mrw- a \ •.'6 \ ' $ •h .[9t -B£64.h1 V Z `� Z Ina C J w O FaQ 3ZO Z ,mss Q a K. K C E6 N F °Q rell zz d m Z a 0 J Y NO a c = Computer File Information Creation Data 6731/2015 (meals CLW .1 U ry �4 O a `i - Q Drawing 614 Neme. WCR 47 IRRIG-STRUCT-SHT 3 DWG AUWCAD Verson 2016 Stale AS NOTED Units Englgfi |! § Project No./Code I , / ! ., . / ' \ - . I IRRIGATION PIPE PROVIDE 7'v NOTCH (REYNOLDS) IN STRUCTUREE FLOOR #5 REBAR ® 1731: 2O.C., EACH WAY 3 3 SECTION B -B' MN = !\ §§ �— _, i' WCR 47 CORRIDOR LUTZ-REYNOLDS C - STRUCTURAL PLAN T ; ) ! « , wk Designer C. WRIGHT °Nailer C. WRIGHT Sheet Subset . . . . . i PROVIDE 7'x10"OO r FIR BOARD (SEE DE « § § rn PROVIDE 7Y1I7 DOUGLAS FIR BOARD (SEE DETAIL, As Constructed t 2 Revised ; --------- | | --- | ' WELD COUNTY ' . rte:. r, PUBLIC NORMS DEPARTMENT 1111 N STREET X 793 GREELEY CO.SW32-0758 , e• r PHONE (970)393-40Wa0 FAX (170) 804-8497 a:'Y . — -I ff'& \ (\ \( !§ (e/ $( - } - ! - te }k J ',Jew \! 5}ns�( Index of Revisions Oe(e I Comments I Inge( 0) k !§ 2«§2 § ` ° . . \\ \ _ E § a ;/! j) 5a �� 2® } 2! B O »z; §2§ §/§ ug2 ".\.(�CC o § \* \ -- k Computer File Information Cre.eon D.9 E231/2016 Inmate CLW Last Modified Date 2/6O017 Imes18 CLW Fop Patn. a week _ wwws.uiroemewRl,rocawuN WLE'e 7V, ` (\ \! \\ f 'tr.,' N 5 I'^ MN 3� 66 V 0' : V V � , I [Project No./Code Al y `o , _ -utiN = w z jPIZ4Zgp g W W L'n O q �WN oW VU� O H ? iF, 2E- z i'� m 7 O O wp❑ a9 owg 9 8—o Stg ,-Z gn i g UOZt 4 tg≥KP 2 i ZQQKZw ON L,T (ZK] K 7Og 0 OZ O'd O O O o RUU CU Ua1-a U U U _ , n Y N IC 1 ' WCR 47 CORRIDOR HEADWALL REYNOLDS A Dec ettei C WRIGHT I I ,,e,W , g B N i N V 65 J / 4cei K ❑ 2 ZZp �Q apwpa\--.�- / N LL$o a \\ o 03 3 i \ o. ��-� z40 y \ 9. L"Zgt I / z As Constructed p z i uliUF ❑ my , or'; ' w \ 'a ph `I \ ,• W �M1 _ l _ / W 12 >2H \\ \ (';')\,\ ;?\ arc / ' \\ '\ O z , - O O b 01 \ q'1r .. \ / \ s ,7 qG, OV `�pr e°u J N O e Er l- Q a 3 WELD COUNTY ... PUBLIC WORKS DEPARTMENT 1111 H. STREET P.O. BOX 759 GREELEY, CO. 80632-0758 b 4 4 r r PHONE: (970) 358-6300 •- FAX (970)3046487 slan Ilk 72:4 Index of Revisions Date. I Comments I Imliak lif Iflw \ ' N a aJ �� 2 $? W d \ W /\ fyza \\. aaQ J a U \ Q \ W \ a ► r l }W 40 a. J + • 1 O Q N Q Computer File Information Creation Dap8/31/2015 INSals CLW LB&MOB504 Dale 283/2017 INaals CLW Fua Peal. MIFSIOJEGrs_o5v.w.vca.7-03.10CRNur0XIPIAN l�FE16 rg Fie Neme: VI.CR 4 7_IR RIG-STRUCT-SHT 1.0063 IOCAD Venn 2016 Scale AS NOTED UHs. English 9i• 7 zw | §§§, ) 7 \ ( \ ki }( // Project No./Code m - §I i E 2,,,.��, LUTZ/REYNOLDS F I 614+84 1 TRASH RACK 4.5 4.5 1 CALL UTILR' CENTER C i CALL 2.BURNEB BEFORE YOU DIG. FOR THE MARKIN) MEMBEI WCR 47 CORRIDOR SAFETY GRATE DETAILS Deu9net C. WRIGHT I I | GRATE/TRASH RACK WIDTH (FT) •� 3 5.75 w; 2.5 1.5 :w GRATE/TRASH RACK LENGTH (FT) §22§§§[[ 3.75 5 1 ALL CONCRETE SHALL BE PER AMERICAN CONCRETE INSTITUTI AND BRIDGE CONSTRUCTION 2011 (GREEN BOOK). 2. CONCRETE FOR STRUCTURES AND CONCRETE UNED DITCH SH CURE TIME. 3. ALL REBAR SHALL BE DEFORMED. GRADE 60 (60 ka) PER ASTM I 4. MINIMUM SPACE LENGTH SHALL BE 18 INCHES FOR 04 AND #5 R 5. ALL EXPOSED EDGES OF STRUCTURES OR SLABS SHALL HAVE 6, REBAR MINIMUM CLEAR SPACE FROM EARTH SHALL BE 3-. FROA 7 AIR CONTENT SHALL BE 59-8%MIEN TESTED IN ACCORDANCE 8. SLUMP SHALL BE A MINIMUM OF 1-14- TO 3-1/E MAXIMUM IN ACC B. ALL DEUVERY TICKETS SHALL INCLUDE A BATCH NUMBER AND 10. ALL READY MIX CONCRETE SHALL BE IN ACCORDANCE WITH A 11. CONCRETE SHALL BE CLASS 3 REQUIREMENTS FOR SULFATE I CONCRETE MIX SHALL BE 20% BY WEIGHT WITH A MAXIMUM OF 12. A NON -CHLORIDE POLAR SET AT A MAXIMUM RATE OF 1% 5tH SUBSIDIARY TO THE CONCRETE. 13, JOINTS SHALL BE CAULKED 4TH AN INDUSTRIAL SILICONE CA 14 THERE SHALL BE NO REBAR GOING THROUGH THE EXPANSIDA 15. NO BACKFILL SHALL BE DONE AROUND THE CONCRETE STRUC BY THE ENGINEER 18. PREPARE A MINIMUM OF B COMPRESSIVE STRENGTH SPECIME AN AGE OF 7 DAYS, ONE AT AN AGE OF 14 DAYS. TWO AT AN AOI 4,500 pa IS REACHED THEN BREAK IT AT AN AGE OF 28 DAYS. 17 COMPACTION UNDER THE STRUCTURES SHALL BE 95% MODIFI 1B. ALL TESTING SHALL BE PROVIDED BY THE CONTRACTOR AT NI 16. GRATE AND TRASH RACK COSTS SHALL BE INCLUDED IN THE C 20. CONTRACTOR TO INSTALL GRATES AND TRASH RACKS SO THA TRASH RACK/SAFETY GRATE TABLE ROADWAY STRUCTURE NAME STATION DESCRIPTION TRASH RACK SAFETY GRATE SAFETY GRATE SAFETY GRATE TRASH RACK SAFETY GRATE 63 §§ K SAFETY GRATE TRASH RACK LAs Constructed , C ! § e■Se §2i( 11 2 ik WELD COUNTY PUBLIC WORKS DEPARTMENT 1111 H STREET I P.O. BOX 759 r p GREELEY. CO. 60632-0758 PHONE (970) 358-4000 r•_• r.s FAX (970)304-6497 o | v. / § LUTZ/LDS D LUTZ/LDS F z | MAIN A LUTZ/REYNOLDS C i|) /§\ ! i!|) a .6 §}-'0§)} /\ m,2, k«;| /P \ ;■ 2sl, !=f 2k�l� ea■|;&; D �� , - $ K §!§ § 2! E Index of Revisions Date I Comments I Initials lm2,4 § §%|§) ! q y < ) I • • • %s.'1'lil \ 2° 4 ` [ gi ` 0 d e 2 § &! Computer File Information C•eation Oak &312016 InCAs CLW ! 3 )5- );` ) ()) \§g) g # 8- % �_ § �i - § • • • Un !§\-6 . 0/ kd g k m ___. 3" MINIMUM < ENLARGED HINGE VIEW WITHOUT ANGLE Project No./Code ) ! _/ R§ �2 _� oo O Q) X§ \ \ ) j As Constructed ) . . -. . .' , / .. �' - ■ i } %. ! . °..m \q2 }K..I_} ) § R FRONT VIEW SIDE VIEW WELD COUNTY ndex of Revisions \ 4-2 ) § I A 2016 Scale AS NOTED PVC/DIP IRRIGATION PIPE Q CC W W U CC H <w U F a TEST STATION DETAIL Project No./Code 2 S CR 47 CORRIDOR ❑ Sce cc ❑ d' O m 5 a 5 a As Constructed tt 2 K J W ❑ J -J a U 0 0 z >- I- z O 0 0 J W Qa 1 ndex of Revisions E U a C O O C 7! LL d ix E 0 3 U MnV/dD.® 2 7. Dr -wog Foie Nome VCR 47 IRRIG-STRUCT-SHT S.OVvr, AS NOTED Unes English - e? ekk |§ a ,q! \/ IR B)j) ! 2] ||§ 2|| |■| �— " Project No./Code k \ WCR 47 CORRIDOR POLYWRAP DETAIL Deagne, C. WRIGHT DeWitt, C. %ARIGHT Sheet Subset Sheet Subset p D DD Z G D A . [ o D. n n D � G IRRIGATION SUPPORT BOARD DETAIL NOT TO SCALE - i } .- _ / � � o ) • . § \2§ R ' ■_ *3 . § |) E |P! hi �\ .■ k�� --11-, k\ ;■2 il |§ §Bk |§§ ,. '2§ . ° . ' �� d� As Constructed t }�e WELD COUNTY ' PUBUC WORKS DEPARTMENT . 1111 H. STREET • PO. BOX 756 " r ' GREELEY, CO. 80632-0758 FPHONE ((870)1 M- 300464877 cfCT ® , �. • \ . . . . , . h7) §7; J§§ %$2 Ow W §,k\ # \) �t7 § Z' -- 7 )i/§l /)§§ Lb 6-f' $ z 2 §$ !_� i'� Et t _ \ . i)§$ - /(§( � ! \z Index of Revisions am. I Comments I Initels: 1111111111111111fllllllllIlll1lllll -1l DUCTILE 1101 L DUCTILE IRON POLYETHYLENE TUBE 11 THE TUBE FROM THE PRECEDING LENGTH OF PIPE AND SECI ENTIAL TURNS OF 2 ADHESIVE TAPE. POLYETHYLENE TUBE SECURED TUBE 5MTH DUCTILE IRON F ADHESIVE TAPE TUBE END WITH THE TUBE ENO OF THE NEW PIPE SECTION A) Ili THE TAPING PROCEDURE IN STEP 3. TAKE UP THE SLACK II E TO MAKE A SNUG. BUT NOT TIGHT, FIT BY FOLDING THE E), SECURE THE TUBE AT 3' TO 5' INTERVALS ALONG THE PIPE B POLYETHYLENE POLYETHYLENE TUBE TUBE DUCTILE \ ilid IRON PIPE OVERLAP TAPE DUCTILE IRON PIPE - 'S, OR OTHER DAMAGE WITH ADHESIVE TAPE. CAREFULLY BACK )URING BACKFILL, ALLOW ADEQUATE SLACK IN THE TUBE AT T (EN USING TAMPING DEVICES. POLYETHYLENE WRAP DETAIL NOT TO SCAR F e 3«§! k®®|i| ° \e (§`#5� u;.W.. .!§|2 k|| • |)! .. i ` du(nO a(�\ \ ;mQe f ` \§/ § ]e ilj1j )/) §[ =o `- Q+® ®® a\ �3 ]O �§ '5 a.m§� ka !a $� a -l��k. a. mob/ /gib c ]a re re - �/� §2f §e woo $<§ ]woo ov 8m nn nn n n n n n n n n n n n n n n n n n n w O o H n n n n n n n n n n n n n n n n n n n n n CHANNEL BOTTOM WIDTH (FT) N n N n n¢ n N N N N O O O 0 0 0 0 0 N O N ENDING ROADWAY STATION 33838'g33 230+00 257+00 83883,83N332 A2 N N N N N ♦ f ,'!1 N7,m b rNy b b tnp STARTING ROADWAY STATION 134+50 139+00 E 2 r n n N 2 r. I+ 8 8 n N 8 8 A 0 f 5 8 8 it m N N 8 2 ,7 n b 8 8 h N 3 8 8 ISAn b 3 v2, b DRAINAGE DITCH DESCRIPTION Y EAST EDGE VCR 47 NORTH EDGE OF WCR 62 SOUTH EDGE OF WCR 62 NORTH EDGE OF WCR 64 SOUTH EDGE Of WCR 64 NORTH EDGE OF WCR 62 . L 3 3 o wN 6 3 3 Project No./Code Sheet Number 252 m J W O O • J W a z O < O U w cc • w z O O F Sheet Sunset As Constructed 3 J w w J w z z U w w„ V zw O� V to WELD COUNTY Index of Revisions E E U n' U lest Meddled Dale 2/612017 Drawag File Name 71CR 17 IRRIG-STRUCT-SHT 5.DVIC 2 3 Project No./Code ry i- 13 El B m O= z + 9 SB if El :S cim , 3a -. .. giggnnnz$n•,R"{$$2 LIVAV$ [ii, STANDARD PLA Sheet No. 1 of WCR 47 CORRIDOR HEADWALL DETAIL Design.. C. WRIGHT 1 I I Delder C. WRIGHT s ~ 81-0222m223,--t-s2 R Y f .. ,- "3 22"2* c' 4 .'e i! 0 I ! 4 g ari .irinri4 - �-�-T�- - I m< '� 3SZe"_ao=az2a?�Srn+3.Rit g"i!IL ill =a-- ==o mnaoa=.m - : n - 6 ≤u nn w=gong 44'!9 ■n m ty t .t g- 0 ZI 7 -} • 4 sa m SI ;� RR ;a y� diN E iy i4t1 g <3 b'a'd"v_a P. Aw •ms g + ii y)3 li ,§,t s w �a Asa * • § R " ��4 xn. -' v• xt 4 °°=='=ass qo 4T -o . a D M 3 I l5 l 14 iil4 1 E = -- 3 o a aid �_ ads $B 6� �� a sr. S� eo b� �� Z A g W ... aq. Im IAs Constructed .1 z�_. I > isXS�asso9 -da8Pa8_? $R ;SS $ - g d s ix)p - insmmii- T. - nneportation '22 . .2111I1 •0�Rs,6,:SnasSp a 'I:MEIN . 56.4,g,:,....„„1 -.1„,,,g, WELD COUNTY aW�il w�x � � n�m $dPo^ U��" 6aLL 1 ��!+w�cip�.q� d�d,�,a • �' � '§deems _.,.,. 4: R den �}" � k i3 MEZZ9s • ' i --- _��nm�r � ¢ i 070 S.- n� na �ii��iii ;��1 �aaoa . � q.o - _ � It < T '7 .433333 �1 B14.1.1--;11-1, _ n4t Mt 4� p4444 $ jh } ; TTTT�;TT�{ e ' ii:.ii!:i IiH i� r 00 • Index of Revisions Date comments I Inmals ,'�i•� 4 ! A k' s m me -��'�_�� C h ki�-1 M 2" • r_ I Ada F FOR CONCRE GG W • 2 gp Tgg i�r4 4@74 pGC@y®y�$ n 5 1 033' Computer File Information Cresson Dale 8/31/2016 I68 s CLW 3 i .. i Drawing File Nana WCR 47 IRRIG-STRUCT-EHT 5AKG AullCA0 Verson. 2016 Scale AS NOTED One Egon Y I• ` bz S o 4 Qv pi # ` ti A TT &>Iv. ' Lost Modification Dots FN Patium w.colorada �' g �. 'le b o .�. ao o • E i a$ Project No./Code I P4 O 41 NDARD PLAN NO. WCR 47 CORRIDOR WINGWALL DETAIL Sheet Subset / .r. . $ YC a I g g o .. ., Vl Designer. C. WRIGHT Neuter. C. WRIGHT Sheet Subset WINGWALLS FOR PIPE OR BOX CULVERTS \ - Ns€atg �.. .— _I, li— if i I ,:-. , W - lb d• I 5� r ny� > i ILK_ u 1 t § !. 3 $ Ai_ d $a. 8- ":;d I�jI'jyy V�q4t 1. o . Yc gg1 yg- tg.ya Yec y - *31 ill ;,of .. As Constructed No Revivons 6 L ��:r=y a J Ineportation !2 DD/LTA WELD COUNTY PUBLIC WORKS OEPARIMENT 1111 H. STREET P.O. BOX 08 758 GREELEY,870 388-4000 FI/NOtNE' 878)753-187 ( 78)3048187 i. — ° ¢. r I 2 r 'b � r r' -g i g ° m ,lb� � 66 j .: I !:! i '' • NoradoDeper env 1p��(4 De arreemai Ph one 'oject Develop . �Ytd, I L mSpi.1,ia ' H. x .C t--- 7 �e� 'Q. 3 s4 z4 Index of Revisions Dale I Comments I Imlials 1 od- m C 0 c z. TtiYa$ '' ' J 7 bi J . \ 66 ' ii .._to,..,..} z W �� yyy q p!� y " (Lal i ti "T • 1111 x d oSy y�1•e`I� 1Gb 66 1, y 0 C .g ae� � Si F• J-zz: o Uomputer I -lie Intormatlon Geabon lele. 8/31/2016 Imsals CLW 'hi Vi(SJ4 l! H qyi gg d I ; Y S Ill:@ I ''-ftS.,ter'921 I �a° l! � •s0....\ �, �bgg $ a g s g J a \ $ 0 g. o Lt -d-. - eI: d y $ti I i. • 8 0 • • Se a 8 0 a H W I' rc W 7 8 0 • EROSION LOG CULVERT OUTLET PROTECTION 00 N Sheet No. 2 of 11 • 0 3 • • N Iseuso Ely: Project Development Branch on July 4, 2012 e' I J i it 8 C A a O V 3 8 yG Project No./Code E H cC O O O O Z O r -- NI - cc Z • 0 O cc gI a U a 0 Sheet Su06et As Constructed z' I- z O 0 0 J W ndex of Revisions C U) U) U) U Lag Madded Dale 2/612017 Faiham y Fte Name 55CR 47 IRRIG-STRUCT-SHT 5.DVrG 2016 Scale. AS NOTED units. Engeh Project No /Code 15 z N y 4 11 ice\ `.\ \ I\ y i s$yy �yy ,RD PLAN NO. W Q WCR 47 CORRIDOR EROSION CONTROL DETAILS a fib` O ` -g YY a _J a 6' 116:1" ; �. v z .n W 0 0 TEMPORARY ZOSION CONTROI glq Y5. 99 C!,i`YBs i G V2. e c As Constructed a . � vg COWEN %DENT t SUNNI S 5CCTIQ g z ;ortation 303-757-9868 JBK/LTA WELD COUNTY PUBLic SORKS DEPARTMENT 1111 H. STREET P.o. Box 758 GREELEY, CO. 80632-0758 PHONE. (878) 356-400 FAX (870)304-8487 • i b h ~ VI y� u -,N \` S , m _. o C 11n n 15 ." 4 '' r* .- — : W O ir C Y�Yg m a itt i ' ?iviiMI % tut, RI !g a6 6WE51-3, E. gtYsggY Index of Revisions Date I Comment[ I lovers: \ g o Computer Flle Information Creation Dote: 07/04/12 1Nt;se: JBK Date: Loot Modification Dote: 0]/29/18 Into L. TA CEED Full PatRwww.cobradodutinto/eulnese/deegnapport 0rarn9 Fle Nome: 2080106011.dpn cm vor.+ 16o0totlon v8 Sro1N Not to se.* Wee Endd: acs) 0 g8 o `lam F a. gg i\\'�% � yam/\ C Rig.': q- r. Computer File Information Denton Dee 8/31/2016 IruSre. CLW Ian Moiled Dee. 218/2017 inMale: CLW Fup Pawn. a 000.Nnto aeeomo* w07rvme0 oo u00c..oa opcers Drawing File Name: WCR 47 IRRIG-STRUCT-SHT 5.OWG AubCAO Volition. 2016 Scale AS NOTED Unit' Enpte \ \ \ \ x Project No./Code P. a" ! \ Dil f f MINIMUM OF 96' BETWEEN WOOD POSTS BARBED WIRE , . \ x \ ' x . WCR 47 CORRIDOR MANHOLE AND FENCE DETAILS Designs, C. WRIGHT Details, C. WRIGHT ! , . \ \ \ x \ \ • EN 15. 'ION DETAILS. NCR 47 FENCE TO E EST UNE IS SPACED 16' OFF OF THI IURTH IS 8' ABOVE THE THIRD, ANC THE TOP OF THE FENCE POST. VG OF 96 FT ALL END AND UNE PO ',METER AND SHALL BE 60 INCHES, 5 INCHES IN DIAMETER AND SHAL 1 WOODEN GATE POSTS SHALL BE BETWEEN THE WOODEN POSTS. FT. STEEL POSTS SHALL BE 50 IN LIT CAN BE EXTENDED uP TO 1,000 OF THE FENCE. 'EMPORARY AND As Constructed Pm/1 pasPOB aae,aInaa eN _a . x . \ \ \ \ 8' WELD COUNTY PUBLIC WORKS DEPARTMENT 1111 H. STREET 1 f ' 758 • t , GREELEY CO X80832-0758 •f OV' - r PHONE 9701356-4000 FAX (8701304-6497 - -2§ )))\\ -- ° a m I ) )0 x \ \ _ a \ x . )$ � 91b0/0N3 91W11\ +m �( �� ,®!« §\) §§}t-§ 11'1- ` X ' � 2§\ LTJ ui Le } \ % Li cc § J I. Es. ! O 6 ,i |§9_°cPci _ k§ \�� Index of Revisions Date I Comments I Inhlale .... ;: q[§ .... ° I- 6 12 12;° o ci i •— ~ § 2 ©\� ir \ k § /• : « . ,!. �% f w | = | | § I < \ 2 n " ; �) § b( 2 .... •. ? \` $ . §| L' k Computer File Information Creston Dan 8/3112016 Inaals CLW Last Modified Dale 2/6/2017 Irn4ala CLVV Full Path w OJECta ,LLaUMsto47....H. oeU,Oau.i AN ...I, Oravnng FM Name WCR 47_IRRIG-STRUCT-SHT 5.OWG AvoCAO Verson' 2016 Scale. AS NOTED Jails English ' \ .1( \ / + i•9 |/__§ \' of? (�� § ) �/2 L_ °{ [ , / 0 \ ) - G \, '2'• k \ _, _ §§ } z . 0 ° \ a \ \ Z �! , , , « 8 k PULE BOUL0F0S AS TIGHTLY AS POBSB.E MT1 TIC MOM= boar 1OM)T VER MO VOW FOR CIIOIITM. TOPOFPROFILE ROCK LAVER or TOP 2OF BOa RSTOP OF TO MO FREE OF '�MV R BEFORE ORWTNO QEAM ALL OPT N04 .0 PREVENT fROY ROCK THAT OpAO PREVENT T.C OROIIi FROM BMOC TO ROOK. PRPNC SsmolVOE PER TIE SPEEICATERIS GROUTED BOULDER PLACEMENT DETAI) NTS GROUTED RIPRAP DETAIL NOT TO SCALE TOPSOIL LAYER AND SEED AND MULCH (HYDRAULIC) AS REQUIRED BY PLANS AND SPECIFICATIONS FINISHED GRADE DESIGN RIPRAP GRADE SOIL RIPRAP. MIX SOIL AND RIPRAP COMPLETELY (SEE NOTES) 4"-6"(TYP.) 211111 2'D50 PROVIDE MIRAFI FW300 FABRIC BENEATH RIPRAP, INSTALL PER Project No./Code a �� y S E 2 N O SCALE WCR 47 CORRIDOR RIPRAP DETAILS Designer C. WRIGHT I I 091911er C WRIGHT i _ i ,j, UI NOT T VI An Mnnn.n rnAnH 0 a z POA pas,n09 `11 �' !r� Y+. PUBLIC WORKS DEPARTMENT d 1111 H. STREET P.D. BOX 758 e � , GREELEY, CO. 80632-0758 PHONE -.(970)356000 FAX (970) 304-6497 COUNT l - ° L m m O m P 0 V g O « m O '; D n To C " '-" m m N t ° m' 'n E ° ' a a° m H 2:g1'. mm mm °u Lomwm to v a E O_ L m 0. N O m PM �, p D 03.0° oagN oama cD an g. cD 'E o — En n i n 0 m 3 W c O c O O` O m .. 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O O E O� '6-2c, - a a 7c22.6 ° 2t00 m G E. O•-4.�,oYm &VOL8a�o Vl .F U o O a a0 T w. o+ 0 m n v> c a N Y V j V E` N u°`d °u tri a. o. m cra u" =� O m N �• O - vEo v" v 5 o ..,:0•0 t ,c L7 -_ c; c L,� or; E m o o > u C .- - O` o c E O .. c e t 0 o n g w a° Q- IF, `O c o ° Lr c `o o L o a rm�. Umu o ° E L CIS �. -a O DU mm N O _ D 52 m e cL .O U 3 z a� Z G (off O H 0 c� N� = D O L.7 a_ O 0 Z O to Z I -- Index of Revisions cute I Comments I Millais Computer File Information Creation Dam H/3112016 IRIReIR CLW Last Modified Dale 2/6/1017 Initials CLW FAA PR9,: UPHOJEC,SICESUSISCA4720HRIOOSUul -•19a is sr.Eis Ira ogFile Name WCR 47 JRRIG-STRUCT-SHT 5.DWG MIOCADVersan 2016 Scale: AS NOTED Units English SCALE: L" a SO' 78-0n I I ea I Project No./Code m LLJ CI m <Gu Oa_ ? / m Designer. Mad LaPorte k As Constructed | WELD COUNTY ndex of Revisions ) ! O k ( O ) coded Dolt 7-25-16 Moe sulimvr. VS scale 62 NOTED / 2 ! k) \|2 ]) § !� DGE OF CONCRETE Project No./Code Sheet Number 260 of 1 a Shea) Subset As Constructed ! WELD COUNTY Index of Revisions } a O \ \ ! a lau Alodekd Dale: 7.25.16 | � ! 2 a 930 z wn V w J EDGE OF CONCRETE Project No./Code 1 N�I LL w Ow O I L L z OJ Ua ti0 dz Designer. Mae LePon 2 3 3 N Sheet Subset: As Constructed WELD COUNTY 3 a z a 3 ndex of Revisions 9 a C 0 E N N 0 U E a a ry Z. 3 2 Last Noshed Date: 7-25-16 Project No /Code d i v 2 WCR 47 CORRIDOR STRIPING PLAN SHEETS N O — O Designer. Matt LaPorte DetaYer: Matt LaPorte Sheet Subset: As Constructed i R Z C 'PPA WELD COUNTY PUBLIC WORKS DEPARTMENT -- li 1111 H. STREET • P.O. BOX 758 r ! GREELEY,CO. 80632-0758 PHONE: (910) 356 000 FAX: (60) 304-6497 m ah2iU* _ y I g�'R i L.DmpuLer rue In7ormauon Creation Dale 7-25-16 Initials: mall Iasi Modeed Deis: 7-25-16 lofWe: rtdl Full Pelt: Otataing Fk Name. Micro &Am Vet Vat Sale: AS NOTED UMW NBA LEGEND 1 4" DOUBLE YELLOW EPDXY LINE 2 4 YELLOW EPDXY LINE 4 WHITE EPDXY EDGE LINE 4" WHITE BROKEN (1O-30'GAPS) 3 4" YELLOW BROKEN EPDXY (10'- 30 GAPS) lr B' WHITE CHANNELIZING 24" WHITE STOP BAR S1 WHITE SYMBOLS ! e" YELLOW CROSS -HATCHING EPDXY IT&' 8" WHITE CROSS -HATCHING EPDXY ■ zm affi l. ,≤kng FAA I --�— ' ao.00+9.• I . • 7 HD VII Project No./Code SRP-29 S E 2 LEFT TURN ARROW SW=107.92.22 BEGIN TAPER 08=0' SI5=110.60.00 0832' I'Ii'I 0 c c 0 0 O EDGE OF CONCRETE LEFT TURN ARROW Sta=108*07.10 011=0' WCR 47 CORRIDOR STRIPING PLAN SHEETS N 1 3 o o1rn As Constructed No Revisions: K > WELD COUNTY PUBLIC WORKS DEPARTMENT 1111 H. STREET I 1l e • \ P.O. BOX 758 .° p GREELEY. CO. 80632-0758 5 FE (9701 964 AX 3044497 Index of Revisions Date: I Comments: I Initials LEGEND 1S4" DOUBLE YELLOW EPDXY LINE 4" YELLOW EPDXY LINE 4" WHITE EPDXY EDGE LINE 4" WHITE BROKEN (10' -30' GAPS) 4" YELLOW BROKEN EPDXY (10'- 30' GAPS) 8" WHITE CHANNELQING 24" WHITE STOP BAR WHITE SYMBOLS 8" YELLOW CROSS -HATCHING EPDXY 8" WHITE CROSS -HATCHING EPDXY Computer File Information Creak., Dec. 7-25-16 Initials. rod) Lori Mo0ire0 Dole. 7-25-16 Initials: mal i I O 1 I a 00'00+S01 V1S 3NI7 H0iVW O z /w^ V w J U_ O z U N a As Constructed z O 0 Sheet Subset rc WELD COUNTY ndex of Revisions a,E 3 A F. F. A Last Modified Pate. 7-25-16 a Pawing Fqe Name U Hello