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Home My WebLink About20211759.tiffRESOLUTION RE: APPROVE LICENSE AGREEMENT FOR CONSTRUCTION OF COUNTY ROAD 80 AND COUNTY ROAD 37 INTERSECTION AND BRIDGE REPLACEMENT PROJECT AND AUTHORIZE CHAIR TO SIGN - LARIMER AND WELD IRRIGATION COMPANY WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, the Board has been presented with a License Agreement for Construction of County Road 80 and County Road 37 Intersection and Bridge Replacement Project between the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, on behalf of the Department of Public Works, and the Larimer and Weld Irrigation Company, commencing upon full execution of signatures, with further terms and conditions being as stated in said agreement, and WHEREAS, after review, the Board deems it advisable to approve said agreement, a copy of which is attached hereto and incorporated herein by reference. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the License Agreement for Construction of County Road 80 and County Road 37 Intersection and Bridge Replacement Project between the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, on behalf of the Department of Public Works, and the Larimer and Weld Irrigation Company, be, and hereby is, approved. BE IT FURTHER RESOLVED by the Board that the Chair be, and hereby is, authorized to sign said agreement. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 7th day of July, A.D., 2021. BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO ATTEST: dieko jC':o%ei Weld County Clerk to the Board BY: ounty Attorney Date of signature: O7/14 /.2 I Stev Moreno ' hair S�:n■., James, Pro.T erry L.:/ck cc : PW(M/ER/cH/cK) o7/23/2.1 2021-1759 EG0079 7/7 MEMORANDUM TO: Esther Gesick, CTB DATE: June 28, 2021 FROM: Clay Kimmi, P.E., Public Works SUBJECT: Ditch Crossing Agreement for Eaton Ditch — CR 80 & CR 37 Intersection Project Please place the attached Ditch Crossing Agreement on the BOCC agenda. The agreement is between the Larimer and Weld Irrigation Company and the County. The agreement allows the County to remove and replace the bridge over the Eaton Ditch as part of the CR 80 and CR 37 intersection improvement project. The crossing fee is $5,000 which has been included in the 2021 project budget. The agreement and offer were reviewed by the BOCC in a pass around that was returned on June 28, 2021. All five commissioners approved the recommendation to place the agreement on their agenda. I will attend the BOCC meeting to answer any questions the BOCC may have. Page 1 of 1 M:\ —Active Projects WCR 80 & WCR 37lntersection\Design\Utilities\Eaton Ditch\Eaton Ditch Memo to CTB .docx 2021-1759 BOARD OF COUNTY COMMISSIONERS PASS -AROUND REVIEW PASS -AROUND TITLE: CR 80 and CR 37 Crossing Agreement for Eaton Ditch DEPARTMENT: Public Works DATE: June 24, 2021 PERSON REQUESTING: Clay Kimmi, Elizabeth Relford Brief description of the problem/issue: Public Works is in the process of ROW acquisition for the CR 80 and CR 37 project, which is slated to begin construction in November of 2021. Construction has to be started by November 2021 in order to meet the terms of a $1,000,000 DOLA grant. During the design phase of the project, the Larimer and Weld Irrigation Company informed us that a crossing agreement would be required in order to replace the existing bridge across the Eaton Ditch on CR 80. Public Works has worked with the County Attorney's Office and the Eaton Ditch's Attorney on a crossing agreement. Bob Choate has reviewed and accepted the attached agreement. The Larimer and Weld Irrigation Company has signed the agreement. Once the County signs the agreement and pays the $5,000 crossing fee, the irrigation company will allow us to proceed with our construction of the new bridge and associated roadway improvements. What options exist for the Board? (include consequences, impacts, costs, etc. of options): The BOCC can opt to : 1. Sign the agreement and pay the $5,000 crossing fee which will allow construction to proceed starting in November of 2021. 2. Don't sign the agreement which will delay construction and place a $1,000,000 DOLA grant in jeopardy. 3. Schedule a work session to discuss. Recommendation: Public Works recommends Option 1 which would allow us to put the agreement on the BOCC agenda for approval. The $5,000 crossing fee has been accounted for in the project's construction budget. Approve Schedule Recom dation Work Session Other/Comments: Perry L. Buck Mike Freeman Scott K. James, Pro -Tern Steve Moreno, Chair Lori Saine WELD COUNTY AND LARIMER & WELD IRRIGATION COMPANY LICENSE AGREEMENT FOR CONSTRUCTION Weld County Project Number: GR-60 - CR 80 and CR 37 Intersection Improvement and Bridge 80/35A Replacement Project ("Project"). RECITALS The parties to this License Agreement are the Larimer & Weld Irrigation Company, a Colorado non-profit corporation ("Ditch Company") whose address is 106 Elm Avenue, Eaton, CO 80615 and the County of Weld, a body corporate and politic, by and through its Board of County Commissioners, whose address is 1150 "O" Street, Greeley, Colorado 80631, ("County"). The Ditch Company and the County are jointly referred to as the Parties. WHEREAS, the Ditch Company owns, operates and uses that certain irrigation and ditch system known as the Eaton Ditch ("Ditch") in Weld County, Colorado, and; WHEREAS, the Ditch Company has a prescriptive easement for the Ditch, including areas adjacent to the Ditch, by virtue of historic use but may not have fee ownership of the underlying land, and; WHEREAS, the County desires to obtain the permission of the Ditch Company to construct, install, maintain, alter, repair, operate, and remove a bridge across the Ditch ("Licensed Activities"), and; WHEREAS, the right of way from the project crosses the Ditch Company's property interest and certain structures will be constructed within and across the prescriptive ditch easement owned and maintained by the Ditch Company, and; WHEREAS, the new bridge will replace the existing bridge (BR80/35A). The new bridge will be located in the SE1/4 of Section 13, T7N, R66W of the 6th P.M. on Weld County Road 80 approximately 190 feet west of Weld County Road 37, and; WHEREAS, the Bridge will be constructed at the location shown on the construction drawings ("Plans") marked EXHIBIT A attached hereto, and; WHEREAS, the Plans have been reviewed and approved by the Ditch Company's engineer, Scott Parker at Anderson Consulting Engineers, and; WHEREAS, the Parties desire to enter in this agreement whereby the County will be permitted to construct the project within the Ditch Company's property interest pursuant to the following terms and conditions. NOW THEREFORE, in consideration of the mutual promises hereinafter expressed, the Parties agree as follows: 4737568 Pages: 1 of 30 07/21/2021 11:08 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO liiI irdrisN +ir4fJarpr ourogiAl; i41i d 11111 Page 1 of 8 a-r-/7�9 1. CONSTRUCTION. The Ditch Company authorizes the County and all others deemed necessary by the County, to enter upon its property for all purposes related to the design and construction of the Bridge depicted in Exhibit A. The County agrees to pay all costs and expenses relating to the design and construction of the structure depicted in Exhibit A. County shall have authority to authorize nonmaterial changes to the construction plans as it determines necessary and appropriate. The County shall construct a temporary bypass structure, capable of carrying up to 45 c.f.s., so as to not disrupt any of the Ditch Company's water delivery obligations during the construction of the project. County shall obtain Ditch Company's prior approval, which shall not be unreasonably withheld, delayed, or condition to changes in the construction plans if they result in a larger disturbance area within the Ditch Company's prescriptive easement during the construction of the project. The Ditch Company shall be entitled to a review of the Plans. The Ditch Company's review of the plans is solely for its own benefit and creates no obligation to Ditch Company. The Ditch Company shall be entitled to inspect the Project during and following construction for purposes related to carriage of water in the Ditch. The Parties agree that the construction of the Bridge shall proceed expeditiously and with reasonable diligence from the commencement of construction to its completion. The Bridge shall be constructed starting approximately November 1, 2021 and will be completed by April 1, 2022. If the Bridge is not completed by that date, the County shall obtain the written permission of the Ditch Company to continue the construction of the Bridge on terms and conditions acceptable to the Ditch Company in its reasonable discretion. The County shall, at its expense, repair and restore the Ditch including side, banks, and all affected portions of the Ditch Company's property and/or prescriptive easement which are disturbed by the construction as shown in Exhibit A so the flow of water in the Ditch runs at its existing amount and velocity. Any and all facilities appurtenant to the Ditch Company's prescriptive easement and/or property shall be repaired, restored and replaced in a condition at least equal to the condition of such facilities and appurtenances prior to construction. All repairs, restoration and/or replacement shall be completed to the reasonable satisfaction of the Ditch Company. The County shall not spill any dirt, debris, or other foreign materials into the Ditch. In the event that dirt, debris, or other foreign materials are spilled into the Ditch, the County agrees to completely clean the affected portions of the Ditch. The County shall be responsible for maintaining the Bridge as needed during construction so the Bridge does not impair the operation and maintenance of the Ditch Company's facilities. The County shall provide for temporary diversion of water during the course of construction activity occurring during the construction time frame and no interruption of water flows shall be allowed, unless otherwise approved in writing by the Ditch Company. The County reserves the right to construct alternative diversion methods other than those depicted on Exhibit A as conditions warrant provided that the method chosen meets or exceeds the adjudicated flow rate of the ditch impacted. At least 30 days prior to the County's determination that an alternative diversion method is warranted, the County shall notify the Ditch Company in writing Page 2 of 8 4737568 Pages: 2 of 30 07/21/2021 11:08 AM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO II of the necessity for and nature of the alternative diversion method. The County shall receive written approval from the Ditch Company of the alternative diversion method selected prior to construction If the County's Licensed Activities interrupt the Ditch Company's water supply for any reason, the Licensee shall pay as liquidated damages $5,800.00 per day for any day the Ditch Company cannot deliver water for the benefit of its shareholders who have a right to the delivery of water, have a need for water, have requested the delivery of water in accordance with the shareholders' rights and cannot deliver water to that shareholder or shareholders as a result of the Licensed Activities. In the event Ditch Company incurs costs, damages, fees, or liabilities exceeding $5,800.00 per day, Ditch Company shall document such costs, damages, fees, or liabilities, which shall be reimbursed by the County. If any interruption results in an actual requirement for the Ditch Company to pay liquidated damages pursuant to any contract for carriage of water, County shall reimburse Ditch Company for such liquidated damages, not to exceed $20,000.00 per day. The County shall require its contractor to list the Ditch Company as additionally insured during the course of construction on the structure. 2. REIMBURSABLE EXPENSES. The County agrees to reimburse the Ditch Company for all reasonable engineering and legal costs incurred by the Ditch Company in preparing and approving this License Agreement and the costs of inspection. Such costs are not anticipated to exceed $1,000.00. Statements for the costs chargeable to the County hereunder will be forwarded to the County and the same shall be paid to the Ditch Company within 30 days after the billing date. 3. MAINTENANCE. The County shall be responsible for all routine upkeep and maintenance of the Bridge located within the Right of Way depicted on Exhibit A after construction is complete. 4. LICENSE FEE. County agrees to pay the Ditch Company a non-refundable license fee of $5,000.00 upon the execution of this License Agreement 5. INSPECTIONS. The Ditch Company shall be permitted to inspect the irrigation structure construction as it deems necessary to protect its interests. Upon completion of the Ditch work, the County shall coordinate a facility inspection with the Ditch Company. The Ditch Company's right to inspect the Licensed Activities shall in no way relieve the County of its liability for improper construction. The Ditch Company's inspection is for the sole benefit of the Ditch Company and shall create no obligation to the Ditch Company. 6. LIABILITY. By virtue of entering into this License Agreement, the Ditch Company assumes no liability for the use, operation or existence of the County's Bridge and assumes no additional responsibilities or obligations related to the Licensed Activities as depicted in Exhibit A. County shall bear the costs and risks from any and all third party claims and damages that the County's construction, installation, maintenance, repair, replacement, operation, inspection, survey and/or restoration may directly or indirectly cause. The County hereby releases the Ditch Company, its successors, assigns, employees, agents and stockholders from any and all claims and damages whatsoever arising from Licensed Activities or any other activities on located on, in, along, across or over the Ditch Company's property. Page 3 of 8 4737568 Pages: 3 of 30 07/21/2021 11:08 AM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO 7. EASEMENT RIGHTS. This License Agreement in no way restricts the Ditch Company's right to the use of its prescriptive easement to construct, operate, or maintain all existing structures and facilities of the Ditch. 8. RECORDATION. This License Agreement shall be recorded at the cost of the County and shall be binding on any successors of the Parties. The obligations and benefits of this License Agreement shall specifically run with the land described in EXHIBIT A. The failure to record all or portions of EXHIBIT A because of the size of the documents shall not affect this License Agreement. 9. NOTICES. Any notice required or permitted by this License Agreement shall be in writing and shall be deemed to have been sufficiently given for all purposes if sent by email with a return receipt requested or certified or registered mail, postage and fees prepaid, addressed to the party to whom such notice is intended to be given at the address set forth below, or at such other address as has been previously furnished in writing to the other party or parties. Such notice shall be deemed to have been given when the email is sent or been deposited in the U.S. mail. The County shall notify the Ditch Company a minimum of two (2) weeks preceding the date of commencing work on the Bridge depicted in Exhibit A by contacting the Ditch Company representative whose contact information is provided below. The Ditch Company shall likewise notify the County a minimum of five (5) calendar days preceding the date it anticipates resuming water flows in the Ditch by contacting the representative whose contact information is provided below. DITCH COMPANY: Kimberly Nelson, Manager Larimer and Weld Irrigation Company 106 Elm Ave Eaton, CO 80615 970-454-3377 LICENSEE: Weld County Public Works Attn: Clayton Kimmi 1111 H St Greeley, CO 80631 (970) 304-6496 x3741 10. WAIVER OF BREACH. The waiver by any party to this License Agreement of a breach of any term or provision of this License Agreement shall not operate or be construed as a waiver of any subsequent breach by any party. 11. EXHIBITS. All exhibits referred to in this License Agreement are, by reference, incorporated in this License Agreement for all purposes. SPECIAL PROVISIONS Page 4 of 8 4737568 Pages: 4 of 30 07/21/2021 11:08 AM R Fee:$0.00 Carly Koppel', Clerk and Recorder, Weld County , CO 1111 IrJRIPINVI CK!Y'ITIMlAPkrkINA"II 12. EFFECT OF SPECIAL PROVISIONS. These Special Provisions govern the relationship between the County of Weld, a body corporate and politic of the State of Colorado, by and through its Board of County Commissioners, ("County"), and the Larimer & Weld Irrigation Company, ("Ditch Company"). Any provision, statutory, regulatory or otherwise incorporated herein by reference which purports to negate this or any other Special Provision in whole or in part shall be invalid and unenforceable in any action at law, whether by way of complaint, defense or otherwise. Any provision rendered null and void by the operation of this provision shall not invalidate the remainder of this Agreement and the Agreement shall remain in full force and effect to the extent it remains capable of execution. Should conflict in any provisions of this Agreement and any exhibits thereto be identified, the priority of interpretation of the Agreement shall be as follows: (a) . The Special Provisions incorporated within the Agreement; (b) The terms and provisions of this Agreement. 13. BOARD OF COUNTY COMMISSIONERS OF WELD COUNT APPROVAL. This Agreement shall not be valid until it has been approved by the Board of County Commissioners of Weld County, Colorado or its designee. 14. FUND AVAILABILITY. Financial obligations of County payable after the current fiscal year and/or obligations for which a budget has not been established are contingent upon funds for that purpose being appropriated, budgeted and otherwise made available. By execution of this Agreement, County does not warrant that funds will be available to for such obligations. 15. GOVERNMENTAL IMMUNITY. For the protection of the taxpayers, no term or condition of this contract shall be construed or interpreted as a waiver, express or implied, of any of the immunities, rights, benefits, protections or other provisions, of the Colorado Governmental Immunity Act §§24-10-101 et seq., as applicable now or hereafter amended. 16. County and Ditch Company shall strictly comply with all applicable federal and State laws, rules and regulations in effect or hereafter established, including without limitation, laws applicable to discrimination and unfair employment practices. 17. Colorado law, and rules and regulations established pursuant thereto, shall be applied in the interpretation, execution, and enforcement of this Agreement. Any provision included or incorporated herein by reference which conflicts with said laws, rules and/or regulations shall be null and void. 18. COMPLIANCE WITH LAW. The signatories to this Agreement aver that to their knowledge, no employee of County has any personal or beneficial interest whatsoever in the service or property which is the subject matter of this Agreement. Ditch Company has no interest and shall not acquire any interest direct or indirect, which would in any manner or degree with the performance of Ditch Company's services and Ditch Company shall not employ any person having such known interests. During the term of this Agreement, Ditch Company shall not engage in any in any business or personal activities or practices or maintain any relationships which actually conflict with or in any way appear to conflict with the full performance of its Page 5 of 8 4737568 Pages: 3 of 30 07/21/2021 11:08 AM R F..:$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO 1h�R111�risl I,+lii "III obligations under this Agreement. Failure by Ditch Company to ensure compliance with this provision may result in County's sole discretion, in immediate termination of this Agreement. 19. No Third Party Beneficiary Enforcement: It is expressly understood and agreed that the enforcement of the terms and conditions of this Agreement, and all rights of action relating to such enforcement, shall be strictly reserved to the undersigned parties and nothing in this Agreement shall give or allow any claim or right of action whatsoever by any other person not included in this Agreement. It is the express intention of the undersigned parties that any entity other than the undersigned parties receiving services or benefits under this Agreement shall be an incidental beneficiary only. 20. Attorney's Fees/Legal Costs: In the event of a dispute between Weld County and Ditch Company, concerning this Agreement, the parties agree that neither shall be liable to or responsible for the payment of attorney fees and/or legal costs incurred by or on behalf of the other. 21. Binding Arbitration Prohibited: County does not agree to binding arbitration by any extra- judicial body or person. Any provision to the contrary in this Agreement or incorporated herein by reference shall be null and void. Dated: 'Jung, �/ j P•09.-/ LARIMER & WELD IRRIGATION COMPANY, a Colorado mutual ditch company %/: -- aniel Haythom, President STATE OF COLORADO ) ) ss. COUNTY OF kf id ) The foregoing instrument was acknowledged before me this tday of , 2021, by Daniel Haythorn, President of Larimer & Weld Irrigation Company. WITNESS my hand and official seal. My Commission Expires: �// 5/ 91 AUTUMN L PENFOLD NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20014022034 MY COMMISSION EXPIRES AUGUST 15, 2021 Page 6 of 8 4737568 Pages: 6 of 30 07/21/2021 11:08 AM R Fee:$0.00 Carly Kappas, Clerk and Recorder, Weld County CO op rw ihi0 Lk 11111 COUNTY OF WELD, a body corporate and politic By: STATE OF COLORADO ) ss. COUNTY OF WELD ) Steve Moreno, Chair JUL 0 7 2021 The foregoing instrument was acknowledged before me this 7th day of July 2021, by Steve Moreno, Chair of the Weld County Board of Commissioners. WITNESS my hand and official seal. My Commission Expires: 12/19/2022 CHERYL LYNN HOFFMAN NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20144048044 MY COMMISSION EXPIRES DEC. 19, 2022 Page 7of8 Notary F blic Cheryl Lynn Hoffm 4737388 Pages: 7 of 30 07/21/2021 11:08 AM R Fee :$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO fill I � iliiE �G+§' dirt CIgriiiimpith Y4 11111 o2oa/-/ 751 EXHIBIT A APPLICABLE CONSTRUCTION DRAWINGS Page 8 of 8 4737368 Pages: 8 of 30 07/21/2021 11:08 AM R F..:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO lIII I rjI ieila4li'k�:kViiMw�lkiiiiii Y4wlti 11111 @tEBSlN07Q (IDES OF DRAWINCI.4 MITT AS S10BN IN TIE PLANS STRUCTURE 040TYA1IH AM IM O. SIML. BE IN AC00ROANE MM IF -2011-1 Fa ENUYAT. 000 SWELL FOR S1RUCIWE4 STRUCTUREEIIAYAIIN NO BMILL SHALL E A5 MORN M ME PL.MIA E110PT IM11 5 . OE�11M MIT 2/4161RUCRBE ABUT. I ABUT. 2 TOTAL SHFFT TITS F BOI GENERAL TW-91YMr OF aNiTll6 °COTON TT ADJACENT TO E 201100 'M TIC/L SHOW1I FS I PAM M 202-00100 MOM OF *0 00 u I i 002 °1€OAL LAYOUT Y 206 9NIRNO A11 COSTRUCTIO4 SNAIL BEM *00001* BIM COLORADO OPMMIT Cr 202—aa000 STRICTURE °CAUTION CY - en 50] 1.106 003 ENOXFEIINO GEOLOGY 1RANWWRTA1IM 'STANDARD 5PECBICAIXR6 FOR ROAD IND BRIDE CM511NCIIN' 1010 004 MITE HMRWUC REONAIIM 1 EDITION AS MOSES BY ME PROECT SPEON. PROMOS% SUPPLEMENTAL SPEOFICATIMS ANO TREY 01A.. 204-02215 STRICTURE 040001. (FIOOM) (MO 01 TOO CY - 412 202 740 BO5 BRIM MTOINIUC INFORMATION 1 BE CQTMICII01 LAYOUT OX nPNISJOST I MIEMO STALL MEET AMID MUSCAT. N211 204-20100 STRUCTURE 101. 0(CLASS I) CY - 100 10 240 B07 PER S LAYOUT 000 ABLITIENT DETAILS 1 A SOUCTLR.IL CONCRETE COOING MISS ITN. RE REQUIRED, M 910001 ON TE PLANA 04 ALL EIP0SE0 CONCRETE SREAOS TIE STRUCTURAL COMING SINL E M THE FCLLORTI40 40015 SE -00400 PRE 1P EA - 13 13 RI 'MANE' AM "TAM 094101. APPLY APAME WORM STRYCSTRUM.. CONCRETE COOING 10 THE E T A FA ETMUM2 NO BOTH SIDES OF ME BRIM RAIL CURRIE EXPOSED RR6DLES OF TE ELMS FACES S 2F E 502-025 EEI.. SIPPE FIE (12.10 DA 0 a500 Mot) LF - 074 E72 1346 RBOO io BTO MORALS E0( MII1Ne11$. ARO 0NG WALLS ME COnNC SHALL F01QM V -O BEL01 MIMED SAE. all SO ERERYCIURE STNS APPLY COCO ECM OOOED STRUCTURAL COgETE COATING 10 TIE 0POS:0 EXERTS SURFACES 000-00212 E UM. DRIERS OMAN (12 MIN Cv 172 172 RIO CAB REa0OR010 013 ',ESTRUM CONCRETE SLABTIE FNAL FRAM FOR DE SMF403 E TIE BRIDGE RAIL TYPE AND CURBS 91N1. E CATS Ss -00120 MIIOI TERPNG (YRBIUNE) Sy IM IN I Bu PRPRESTRESSED0PRESTRESSEDfIIlOE1E SARI CURLS2. ALL MIDI DOMED CONCRETE SURFACES .225 1 S SIM A CLASS 1 FNN FINISH TO ME FOOT 84.001100010240 USE 201-04410 CONCRETE (0A55 0) (BR OM) CY 40 S2 SS IN BIS EANNC MOM NI.ROME=STEEL 91NL E M EPY COATED. BIS 800E RAIL ION. ION T-01090 CONCRETE (SASS I) (NLLL) CY - ■ 0 le ea BRIDE RN. MIMS 101.1 A STRUCTURAL CONCRETE EXPOSED TO SOL 9181. COMM 10 CLASS 0 ONENTI1940 RAMC REQUIREMENTS FM A CLASS SO SULFATE EXPOSURE ma 000E RAIL COWLS IMASI 0 ICI -40300 01540TIIN. 00)007! COATING SY 314 Q at 472 000 EXCAVATION MD BAWD. FOR ERUCTATES ME FOLLOWS TAME COES THE ISBN LAP MULE LENGTH FOR EPDXY COATED 020 SIINICNE BAPS PLO® IN ACCORD/SCENM 9BECI01 60206. TEE PUCE LENGTHS 802-00020 RFOFMED STET. VC.' COATED) N ;6108 7,SR EOM 17,541 BA0641 (FLOIP-FlLL) DETAIL uIFRAL INCREASEDBY ADZ FM BARS SPACE AT LESS TIM S' M OTHER M LESS MM S 6 �' 606-01400 TRAN01MN TYPE Bi1M-013 EACH - 2 2 4 BM SEE TUNS N N N N N N PO I0 600-11035 NNW E RK PIPE 10 MASI IF N N LENGTH FOR CLASS 0 CMCREIE T-10' r -r Y-4' Y -If 4'-S 5'-' F-10' E-2' 013-00200 2 IN. ELECTRICAL WOW LP 172 100 TIE MOTE SPLICE LFNGM5 STALL E SCREAM BY 10 PERCENT FOR 3 BM BUNDLES AND 33 PERCENT FOR 4 OAR BRO M ME OBOE S UE MGM MAY E ROOM BY 20 PERCENT MEN S E OEM COLSM ISMS AND BM SNOW IS I' OR GREATER M O3s0t. 610 -END PRESTRESSED CONCRETE SLAB (SEPT, NEATER MM I3 NM) SF 1,723 1,723 THE 91NL E PEWOISHE FOR 1K STAMP. OF THE STRUCTURE OUR. 00 MAYA,.ANC QIIFYTIIE FABRM: 14 NOT E TEAMED NOPM FM SEPARATELY. BUT BRIDGE DESCRIPTION SHALL E SMOOT N TE BON HELL 500 RPM. EF. - EACH FACE. F.F. H FRONT FADE FLE H BM FNS I -STETS SPAN (M-2 3/4') BROM. CONCRETE SLAB 060E (PRECAST). 111E COMERS EM SHALL E PORED DWI IMO HOURS E TE INTEGRAL DIAPHRAGM AT DE BACK E TIE ORDERS LIE LAMER 0 FEED IRRIGATION CANAL FOR STRUCTURE SUMER INSTALLATION. SE STAN0M0 5-014-12 ME STRUCTURE NUIEER SHALL E 5S-0' CURB TO NOT, COME SOD TO LAYOUT UNE. 55-0. OJT TO S0 35 A NIT. STATIONS, ELEVATIONS NO MENSMS MOOED N TIME PLANS ME CALCULATED FROM A MOO REED SNDEY. TIE CONTRACTOR SHALL MET ALL EPERENT 9MM9M4 N 11E SF511.Y9 DATA MD BEFORE MOM 01 FABeCA1Ix0 MY MATERIAL DE REMAINS SIGN M THESE PLANS CMOMMC ME PPE NC LOCATES E PASHTO UiO BRIE oECOI SPEOHGl10S EN EDITION BM CURRENT INTERIMS LIME RMNO UTMTIE5 S NOT MMAN100 TO E A05BA1E M ALL MCU91E TIE OESM GEM. LOAD ARO RESISTANCE FACTOR 0E904 SINTIOx M IMTAA mmRGTM CONTRACTOR I5 IMPOSSIBLE FOR MHO HS OBI EIERYNAIM AS 10 ME 110E NO LOCATES OF UNDERGROUND UTILITIES AS MAY E NECESSARY TO MOO DIEM TIERED. ME 1.1E LOA. Il-u (OWN TRUCK M ISOM AND EMS LANE 1040) ENTER OP 0944 REFERENCE ORATING CRAM 1 -1m -22x-1947 OR TM. SHALL AT TEASER THE 3 DAYS NOTIFICATION OAK ME COLORADO T OF NOT SCUP. NOTRCATIM) MXFOROD COINEIE: POOR TO MY EOGYATM M ODER D MBME ONSS D CONCRETE fe - 4,500 n (F BANAL M DASH. MEW. Is 10 SANE 91FEi) MMM01* SIM IY - 69040 PS PRECAST PREMIUMS CONCRETE CLASS PS COCK. fe (5E STNS) PIESTRESSI STRANG. AST/ MIS DUE 2A STEEL PPE ME C ASIAN A-252 MANE 3 CALL UTILITY ATION 'A DATA EOOR*a! FWD PRESSURE ! b PM/FT (MME) CENTER ALLM78E MARINO PE9l1E H N.A. a UNIT WIGHT E 504130 PM ill KDG Engineering LLa FOR AMIOF NE OUND HI Computer File Information Index of Revisions WELD COUNTY As Constructed WCR 80 & 37 INTERSECTION GENERAL INFORMATION SUMMARY OF QUANTITIES Project No./Code Dean DNe:12/00/2020 11*21 w j " T PUBUC WORKS DEPARTMENT 1111 H. STREET P.O. BOX 750 aPEEY, CO. 00832-0758 PHOONE(970) 356-4000 FM (970) 304-6497 No R..d0ns GR-60 Lost Med0OEon Dole: 91/02/00 Moe: w Fa Path: R66,66 DN9nv: U ClRebtl By SHN 21415-00 GRTR Drs , FName: N 01001. w VaU SHEET N04000. O] OF 215 A. Nee. 2018 SOAP: N/A UnU:ENGLISH Sheet Subset: BRIDGE Subset SIM 901 OF 20 4737568 Pages: 9 of 30 07/21/2021 11:08 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County 1 CO VIII IM��s�l�fif hl� h�L'I�' WhlK�rl1��4I A' r� 11111 WINGWALL A i TO▪ HMY65<1= 8AD( FACE ABUT I ✓ a I. J 67}50 N89 -24'38.9-E 4920 4910 4900 4890 4880 A.f. ABUT_ 1 4 sm. 68+17.38 BF ABUT.2 \ VINGVALL B PSit PLAN 32'- 10 r B.F. TO B.F. VINGVALL C \ BACK FACE ABUT 2 STA. 68+27.56 8{50 WCR 80 T I HORIZONTAL CONTROL UNE (Ha) a===(40 MICR 37 I STA_ 68+33.15 BF ABUT.2 ! VINGWALL D BRG. BRG alb •.a �.f. ABUT. 2 BRIDGE RAIL TYPE 1011ASH 4 905 93 NO E: - SKEWED WINCWALLS NOT SHOWN FOR CLARITY 67+50 4870 pti KDG Engineering LLCI N 0, '.)ITCH 489€ a 68+00 PROPOSED GRADE r'1 10 w\GWALL PIPE PIUNC AT THE END o- OF MANGWALLS (TYP.) ALONG SKEW ELEVATION (TAKEN © HCL) PIPE PILING (TYP j 68+50 • 1� 4920 4910 4900 4890 4880 4870 es - .001 4'-6' BRIDGE RAIL TYPE IOMASH 2'-6k. 55'-0' 35'-6' HCL SHORR 12'-a' TRAVEL LANE MEDIAN LEFT TURN WB LANE 5' CONCRETE DECK 2.0% PROFILE GRADE uNE 12'-Q' TRAVEL LANE EB 2.0% SHDR 10'-e' oft 00 000 000 0 0JsQo U 00 PRE ED CONCRETE SLABS I5-X48MAXIMUM u 11 Et fa u U 0 U 12 EQUAL SPACES AT 6'-2" - 50'-0' 555-1I}' U a SECTION (LOOKING EAST) RAIL 3' HOT MIXED ASPHALT OVER WATERPROOFING MEMBRANE LOW CHORD EL 4903.28 21-(84" APPLY APACHE COLORED STRUCTURAL CONCRETE COATING TO THE TOP AND BOTH SIDES OF THE BRIDGE RAIL CURB; THE EXPOSED SURFACES OF THE EXTERIOR FACES OF THE DECK. ABUTMENTS, AND WING WALLS. THE COATING SHALL EXTEND I'-0' BELOW FlNISHED GRADE APPLY G000 EARTH COLORED STRUCTURAL CONCRETE COATING TO THE EXPOSED EXTERIOR SURFACES OF EXTERIOR GIRDERS. 2 00% LOCATION OF STRUCTURE ri n 0 m m VC = 302.0e K = 151.00 SSD = SRI _ MOS = SYMMETRIC PARABOLA PROFILE GRADE CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. GRADE. OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES Computer File Information Creation Date: 12/08/2020 Initials: W Lost Modification Date: XX/XX /XX Full Path: Initials: W °rewind File Name: Acod Ver. 2016 Scale: N/A Units: ENGLISH Index of Revisions 4737568 Pages : 10 of 30 07/21/2021 11:08 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County 1 CO WELD COUNTY As Constructed III Wjj!2. N."hk' oin 1111 PUBLIC WORKS DEPARTMENT 1111 H. STREET P.O. BOX 758 GREELEY. CO. 80632-0758 PHONE: (970) 356-4000 FAX: (970) 304-6497 No Revisions: WCR 80 & 37 INTERSECTION GENERAL LAYOUT Revised: Void: Designer RJ Detailer: W Sheet Subset: Project No./Code GR-6O Checked By SHK 21415-00 GRTR BRIDGE I Subset Sheet: B02 OF 20 SHEET NUMBER:108 OF 215 \ ,\ 1\ \ \ \ \ SUMMARY OF GRAIN SIZE DISTRIBUTION (% PASSING) \\ \ \ \\\\\\N \ Classifica:ion Silt Sand Gravel Cobbles 'p -- •_— \ Bore Depth \ \ N c\.\\\ \ \ ST& 67+sa.aa.,738 1 STA. 68 WINGWALL C ' t Hole (ft) USCS Soil Class. Atterber 9 Limits or Clay Fine Medium Coarse Fine Coarse and Boulders BF ABUT.' ^ I \ \ BF ABUT.2 \\ \ — No. LL P1 #200 #130 #50 #40 #30 #16 #10 #8 #4 I /4" 3/8' 12' 3/4' 1' 1 1/2" 2' 3" >3' F ` ^ \ - � `` P \ \ \\� \ 62 \ \ �_ 8-1 14 SM NP NP 45 67 91 99 100 100 1 Ir `\ `� \ ` - 1 ` \ B-1 24 SW SM NP NP 11 31 80 93 97 98 100 z� \ \ \ fi l I \\ n., �� ` B-1 34 SW-SM NP NP 8 12 27 59 80 93 96 100 = 1 \ B-1 44 SW SM NP NP 7 11 26 65 84 93 95 100 �� ` 1 \ 8-2 4 SC 25 13 44 81 95 99 100 100 - - > N=1,451,197.6a (r N=1.451,198.43 \ B-2 19 SP-SM NP NP 11 24 60 97 100 100 E=3,218,471.74 \'- \ E=3,218,517.73 B-2 29 SW-SM NP NP 6 9 22 58 84 97 100 \ \ B-2 39 SW-SM NP NP 7 11 22 52 68 78 81 85 96 100 BACK FACE ABUT 1 ,, STA, 67+94.66 �' N89"24'38.9"E \ BACK FACE ABUT 2 \ \ STA. 68+27.5680 68400 ,C�80 6aI+SHO\ZONTALNO OR _ I*50 OL INE (HCL) LEGEND \ \ // ----a Al J BOREHOLE / / JSTANDARD \ R3' / NUMBER B2 PENETRATION TEST STA. 68+33.15 /// — — i : �S'� ^"-� AND CORRESPONDING — — _ — STA. 68+00.28 I BF ABUT2 ---..---- - �4 N=1 7 N -VALUE WINGWALL 0 SC -S\1' 7. 2-2 BF AB'JT,1 '\ \ _ / rr ` rii Ste. ii�� i,w. -= l -� yVw / r `1 ' '�'3-r� MODIFIED CALIFORNIA RING \ i fi� USCS SYMBOL —�` N=6 / / /\ \ \ j p p I 1\,\ 1 \ \ ^,� I 1 11'111111 1 111 I _ t / Sc I ` ( / WATER AFTER SAMPLER 2-3 AND PENETRATION RESISTANCE IN BLOWS PER &INCH INCREMENT DRIVEN WINGWALL B 11 1 1 B I \, LEVEL ...3_�T / \ 1 \ 1 ` \ \ ;'. I I l r1 11 .'\ \ \ PLAN ' DRILLING SP-SM N=12 15-15-21 0 - -�— 20 32'-10f B.F. TO B F. 40 Feet � �' N=42 --•4-11-15 N=26 • • 15-23-33 4920 - v 30'-233k BRIDGE RAIL - 1'-4 TYPE 10MASI I - 4920 0% N=56 7-31-42 NOTE: -r SW-SM _ B.F. ABUT , 9RG ////J 8 F ABUT. 2 N=73 SKEWED 4910 -- a 906.94 ---1 BRG - s,905.93 CL is 77-33-39 WINGWALLS __ EL. — ��,��, _ 4910 +F N='2 _ _ 41 NOT �� •��irk_i. _ 22-16-19 _ �; --��' PENETRATION N=35 STANDARDTION SHOWN 4 ., ' .a - FOR - '• - ': N=1 PROPOSED GRADE ;.%:N=1 f •- ET 50/4' SAMPLE CLARITY 4900 PENETRATION RESISTANCE IN _ DI ICH INVERTS EL. sy. "_ _2 _ ` 4900 BOTTOM OF BORING y; r ..24-25-22 BLOWS PER INCHES DRIVEN - +-- 'N=4 -C-v ft ' �3 WINGWALL _ 7-10-2020 .I' _ / N=47 - - SM-4: .t i I 2-5- 'o II ,I N DATE OF J COMPLETION 4890 - T T � -3* _ 2•_8- 4890 - -8' ll t 3-5 2r$7s lr 4 N=12 4880 : o12-13-16- � _- BORING SOIL UNIT LEGEND X15.15-21 4880 SW-SM • SP -S - YP7-8-6--- N=29 I N=42 Wen -graded -'' •*0-15-13- N-14 I Y *4-11-15--, N=26 R; R41 j 'ill Stay Sand F7;:I Weil-}ra3h+ Sard with 01 CO Sand m n ailt and Lean Clay 67.50 4870 - —.,-..it N=33q 115.24-26- M15 5 514 118 23-33---- sg30 N=56 _ 4 4870 ♦ t l Sit �J 6 ;veil - SW-SM : N=50 SW-SM �( +£ ',F *37-31 42 N- - '1117-33-39 // � Poorly -graded Sandv4Rh Sit 4860 --3t1 *26-28-34 - 4860 _ - "-62 "18-50-3 " N=72 4850 CL - +'{+'-C6 _4- oat 1022-16-19 N.35 CALL UTILITY NOTIFICATION CENTER OF COLORADO - sW-sM oat -00-15 N=85 N450/4"4' — X50 NOTES: 81 1 ` `( 1. SOILS PROFILED FOR ILLUSTRATION O 183-44-4824-25 22 4840 _ 7-10-2020 Nz92 7-10-2020 N=47 - PURPOSES ONLY. - - 2. SOILS BETWEEN BORINGS MAY DIFFER. 4850 CALL 2 -BUSINESS DAYS IN ADVANCE 3 REFERENCE: TERRACON 8 i -Oft YOU 01G, GRADE. OR tXCAVAIE ELEVATION HCL) GEOTECHNICAL ENGINEERING REPORT FOR THE MARKING OF UNDERGROUND (TAKEN @ NO. 21205031 DATED AUGUST 4, 2020. MEMBER erracon UTILITIES Computer File Information Index of Revisions WELD COUNTY As Constructed WCR 80 & 37 INTERSECTION ENGINEERING GEOLOGY Project No./Code Creation Date: 10252(:20 Initials: CWK Date: Comments: Initials: No Revisions: GR-60 PUBLIC WORKS DEPARTMENT 1111H. STREET Last ModlledDate: 1/12/2021 Initials: CWK _ FullPatk j, 1 ;�,� = �f - . * t P.O. BOX 758 G SHONE: ( O. 80632--00758 356-4000 FAX: (970) 364 6497 Revised: Designer. CWK FOR CONSTRUCTION 21415-00 GRTR R Drawing Fie Name Deader. MAB Void: Sheet N rope' 109 OF 215 AutoCAD Version: 2018 Scale: t =20' Jr, s: Tee _ _ Shed Subset BRIDGE Sneet Subset B03 OF 20 4737568 Pages: 11 of 30 07/21/2021 11:08 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III 1k1.1114, 11 "Ill 4 N. N ; Litbe XS 2 STA:90+55.92 L C ��U G(TYP.) !!H:f5?NNGCTYP /�a `�°3 ago° ��.1...,�, • L.: 1;•-1' -' 1,100.28 ' ' .— E 3,218,524.09 KEY Pe. KEY MAP .1:,,A d / la = i:� ;,� • Raw- 80 +1G.d OFF _> � 1 i \ %, •i'N.1.451,094.76 O 1.95 Pt ` ON 011 -CO NTS EAT pt_ POE STA 91+95.00 E.3,218,525.09 go'0 - - ..- '. — ' ' L ti i in / DISCHARGE INFORMATION / " �� -., c) t Y !`� 1 `, XS 5 STA 91+59.46 0 ,, •n = 400CFS' m I O V ~ N1,451,129.72 On._, ori,.=500CFS• p / I 3 E.3,218,518.72 • FLOW RATES PROVIDED / i !�` TOP OF EX / ! 9�j \\_i! I �' _ I ( 1 L' BY LARIMER 8 WELD Pt.IRRIGATION COMPANY. DITCH BANK 3 2 Isl 1O p. ----. POB/XS1 STA 90+00.0C . / �` sCD - ' Et >- :.a.=_." I, � �' --:- J� CHANNEL DESCRIPTION BOTTOM MATERIAL - COHESIVE ■ NON COHESIVE 0 N 1,451,279.9 rV 0v ! BOTTOM MATERIAL SIZE - CLAY 0 SILT ■ SAND ❑ GRAVEL 0 E.3,218,465.43 - ' £s ' • ` •DEBRIS . TOE A ' . S CD ll1 1�1' .,C i" '- ` r a \� `� N STREAM FORM - STRAIGHT ■ MEANDERING O BRAIDED O MANNINGS' N" FOR DESIGN - CHANNEL = 0.04, OVERBANK = 0.04 - BRUSH O TREES/LOGS O ICE O OTHER ■ CLEAN TOP OF EX DITCH BANK a ¢ - 1 \ La 4920 .'. 1 HORIZ:1'=30' VERT: 1 =15' COMPARISON OF HYDRAULICS 4920 STATION HEC RAS VELOCITY (FPS) WATER SURFACE ELEVATION MODEL XS EXISTING PROPOSED EXISTING PROPOSED 4915 WCR 80 CENTERLINE 4915 Q=400 Q=S00 Q=400 Q=S00 0=400 0=500 Q=400 Q=S00 STA: 91+04.70 aROOSE'O BRIDGE 90+00 XS 1 2.86 3.04 2.86 3.04 4902.31 4903.05 4902.31 4903.05 4910 • ELEV 4906.45 4910 90+55.92 XS 2 3 41 3.57 3.41 3.57 4902.34 4903.08 4902 34 4903,08 PROPOSED E @MAX FLOW PROPOSED WSE @NORMAL FLOW 91+37.88 XS 4.5 2.63 2.82 2.63 2.8' 4902.51 4903.25 4902.52 4903.26 91+59 45 XS 5 3.03 3-20 3.02 3 19 4902.50 4903.25 4902.52 4903,26 4905 - - - - - p r 4905 91+89.39 XS 6 2.83 2.99 2.82 2.98 4902.55 4903.30 4902.57 4903.31 - -y---r - - ,.--4-- 4900 -.44 4900 FLOW ( I FLOV+I ~ - 4895 ---t --} •-.-_---I__ 4895 4890 X FL, 1 S I & 90+00.00 489$.71' EX;. up BE REMOVED BRIDGE 4890 SCOUR ANALYSIS RESULTS EX. DITCH FL(' A 1 INE m PROPOSED 12• diRIPRAP Si. 4885 ,(SEE SHEET 111 FOR DETAIL) % a• 4885 SCOUR TYPE Q (CFS) DEPTH (FT) + o of m * CALL UTILITY NOTIFICATION °' a it 'C a" 3 itt ABUTMENT LEFT 500 4.95 CENTER O= COLORADO 4880 - -- _-- ? ..� --.- —_�j--t- 4880 ABUTMENT RIGHT • 500 10.11 cn UJ h 811 " co C.4 x 1U H x J W y X 0 X W LL (� • ALL ABUTMENTS TO BE PROTECTED TO t875 90+00 90-15 90+30 90+45 60+60 90+75 90+90 91+05 91+20 91+25 LL 91+50 91+65 91+80 91+95 4875 DEPTH OF 10' MIN. GALL 2-BUSINESSDAYS INADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES Computer File `nformation Index of Revisions DREXEL. ENGINEERS 710 GREELEV. cl..•,.<I, BARRELLtCO -SURVEYORS 11th Avenue CO. 80631 DBC L..,..< -u S. Cr, •-. WELD COUNTY As Constructed WCR 80 & 37 BRIDGE HYDRAULIC INTERSECTION INFORMATION 1 Project No./Code - Crcancn Date: 1/15/2021 Initials CWK Da:., Corrments Ir.' als ,ter: :sight •UBLICWORKSDEPARTMENT No Revisions GR-60 LastMoafiedDate 1/14/2021 Initials CINK ( 1 j ` Fn .C r. • L� • L./4 • ,P.O.STREET P.. BOX 758 GREELEY, CO. 80632-0758 PHONE (970)356-4000 FAX (970) 304-6497 F UI PaN: M121.1!r00GRCV1PLM15\S+t=ET51a5'fG Revised Designer CVVK g FOR CONSTRUCTION 21415-00 G RT R OrawngFkName HV01 dwg Detatler MAE3 Void Sheet Number 1 10 OF 215 Au.oCAC Version 2018 Scale 1-=30' UndsFee' . Sheet Subset BRIDGE bs Sheet Suet B04 OF 20 4737568 Pages: 07/21/2021 11:08 AM Carly Koppes, Clerk and CO III rJRlAn�J4'�}11wV�WMYihhNY�W1}4�'ity k�w6LYk 111111 12 of 30 R Fee:$0.00 Recorder, Weld CALL UTILITY NOTW ICA-ION CENTER OF COLORADO CALL 2 -BUSINESS DAYS IN ADVANCE 3EFORE VOL] DIG. GRADE, OR EXCAVATE OR THE MARKING OF UNDERGROUND MEMBER UTILITIES �V r 0 20 40 Feet V I TOP OF EX DITCH BANK NO\1c) G P� O DITCH FLOWUNE 17' RIPRAP OUTLET PROTECTION (SEE DETAIL ON SHEET 148) TOP OF EX:\ DITCH BANK Computer File Information Gwen Date:/115/2021 Initials CWK Last %Weed Date 1/14/2021 CWK FJfaN Hv1415-0QGRCV1PL.ANs\S.E Tsli5% Drown; Re Name HYD2 ("wig kr.oCAC Verson 2018 Scsle =7' then ' ee' NOTES t. EXISTING CONCRETE AND ROCK ALONG THE BANK, WITHIN THE AREA OF PROPOSED RIPRAP. SHALL BE REMOVED & DISPOSED OF BY THE CONTRACTOR. 2. DUE TO CANAL BANK SLOPES EXCEEDING 1(V) 2.5(H), SPECIAL CONSTRUCTION PROCEDURES MAY BE REQUIRED. 3. RIPRAP PLACEMENT METHODS SHALL BE HAND OR MACHINE PLACING, SUCH AS FROM A SKIP, DRAGUNE, OR SOME FORM OF BUCKET. DUMPING FROM TRUCKS AND SPREADING WITH A BULLDOZER IS NOT AN ACCEPTABLE PLACEMENT METHOD. IN MACHINE -PLACEMENT METHOD, SUFFICIENTLY SMALL INCREMENTS OF STONE SHOULD BE RELEASED NO MORE THAN 3 FEET ABOVE THE GEOTEXTILE FABRIC. 1,451,222.28 E=3,218,505.81 tY EXISTING TOP OF BANK COMPACTED SUBGRADE RIPRAP GENE PROPOSED SHOWN FOR 0 OGE ENCE) N=1,451,216.53 E=3,218,502.67 ,451,161.17 E=3,218,491.51 N=1,451,216.80 E=3.218,474.94 N=1,451,221.18 E=3,218,466.84 \ve 7 i 0 EXISTING TOP OF BANK \ 12" RIPRAP (d50) (SEE DETAIL) GEOTEXTILE FABRIC MIRAFI FW-300 N=1,451,151.68 E-3,7{18,528.45 v. 12" RIPRAP (d50) 3' GEOTEXTILE p FABRIC MIRAFI FW-300 END TREATMENT (SEE DETAIL) EAR ON D/ PL TxG N=1,451.151.47tie E=3,2185 y f /dam_ 145.42 42 8 N=1`4C E=3,21 .27 MATCH EXISTING BANK SLOPE MATCH EXISTING BANK SLOPE TYPICAL DITCH RIPRAP SECTION NOT TO SCALE W1,451,155.:: Eu3,218,528.53 N=1,451,160.90 E=3,218,519.24 O co ce S u.l ,ACC WELD COUNTY DITCH FLOWLINE (MATCH EX.) 3' SECTION A -,A NOT TO SCALE EXISTING TOP OF BANK 12" RIPRAP (d50) (SEE DETAIL) ABUTMENT IV 3H MATCH EXISTING BANK SLOPE TOE OF SLOPE COMPACTED SUBGRADE 7 \ COMPACTED SUBGRADE 17 RIPRAP (d50) GEOTEXTILE FABRIC MIRAFI FW-300 DITCH BED A y) -it W'OR 80 ::,,ct.o KEY MAP NTS r, RIPRAP DETAIL NOT TO SCALE EXISTING TOP OF BANK 7 TOE OF SLOPE END TREATMENT DETAIL Nor to scALE BRIDGE RAILING PROPOSED ROADWAY SURFACE Lei —A COMPACTED SUBGRADE GEOTEXTILE FABRL MIRAFI FW-300 ABUTMENT 17' RIPRAP (d50) COMPACTED SUBGRADE GEOTEXTILE FABRIC (SEE DETAIL.) TYPICAL ABUTMENT RIPRAP SECTION NOT To SCALE Index of Revisions Owe C,o..,mer'S • ENGINEER&81JRVEYORS 710 11th Avenue GREELEY. CO. 80631 DBC oroxol, Samoa a Co. 4737568 Pages: 13 of 30 07/21/2021 11:08 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO As Constructed ..3LC WORKS DEPARTMEN T 1111 H. STREET P.O. BOX 758 JREELEY. PHONE (970) 356-48063200 FAX (970) 304-6497 No Revisions WCR 80 & 37 INTERSECTION BRIDGE HYDRAULIC IrYORMATION 2 Project No./Code GR-€0 Revised Designer cwx FOR CONSTRUCTION Void De:a'ler VAd 21415-00 G RT R Sheet Subset BRIDGE sheet s�tsset B05 OF 20 ---111 OF 215 III NjjiN WJN : VI'P .I'.t&jii1 11111 6750 ® KDG Engineering LLCI 0RLjQNTAL CONTRf_ I IN1E MCP 80 Computer File Information Creobon Dote: 12/08/2020 Initials: W Last Modification Date: XX/XX,/XX Initials: Ful Path: W Drawing Fie Nome: Acod Ver 2016 Scats N/A Unite ENGUSH BRIDGE RAIL TYPE 10M (MP.) C" n n r CONSTRUCTION LAYOUT CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. GRADE. OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES Index of Revisions WELD COUNTY As Constructed 4737568 Pages: 14 of 30 07/21/2021 11:08 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO PUBLIC WORKS DEPARTMENT 1111 H. STREET P.O. BOX 758 GREELEY, CO. 80632-0758 PHONE: (970) 356-4000 FAX: (970) 304-6497 No Revisions WCR 80 & 37 INTERSECTION CONSTRUCTION LAYOUT Project No./Code GR-60 Revised: Designer. RJ Vat Detwiler - W Checked By SHK 21415-00 GRTR Sheet Suose. BRIDGE Subset Sheet: B06 OF 20 SHEET NUMBER:112 OF 215 III kV1lV4 k I4!k'h+hlV1. IVV1VlANIk N'►+iWvd 11111 1 67+50 N89'24.38. 9-E ABUTMENT 1 SPAONGS SHOWN. ABUTMENT 2 IS SIMILAR NOTES: 1. PILE CAP AOTES ARE BASED ON A RESISTANCE FACTOR OF 0.85. 2. ONLY COMPLETE JON PENETRATION (CS) WELDS SHALL BE USED FOR PILE SPICES. 3- MONI TOPING OF THE FILE DRIVING 91 ALL BE CONDUCTED BY COUNTY IN ACCORDANCE WITH 4. SECTION 502.35 OF THE STANDARD SPEOPCAT10NS_ 5. ALL PILES SHOULD BE PROVIDED WITH DRIVING 910ES TO PROTECT THE PILE TIP FROM DAMAGE WHEN PENETRATING THE DENSE GRANULAR SOLS AS APPROVED BY THE GEOTECHNICAL ENGINEER. 8. PILES ARE TC TO BE FILLED WITH CONCRETE. THE CONCRETE WALL NOT BE MEASURED OR PAID FOR SEPARATELY 3U 91 ALL BE INCLUDED IN THE COST. RUNG DATA LOCATION MINIMUM PENETRATION INTO MAX. AXIAL FACTORED LOAD PER PILE (KIP) MAX. AXIAL UNFACTORED LOAD PER PILE (KIP) ACTUAL TIP ELEVATION** STEEL PILE SIZE ESTIMATED TOP OF COMPETENT BEDROCK ELEVATION (FT.)* ESTIMATED TIP ELEVATION (FT)* COMPETENT BEDROCK (FT.) ABUT. 1 12.75 IN. DIA. PIPE Sa THICKNESS _ _ 4844 136 95 ABUT. 2 12.75 IN. DIA. PIPE $4_T}NCKNESs _ — 4844 136 95 'ELEVATIONS SHOWN %HALL BE VERIFIED AT TIME OF CONSTRUCTION BY THE ENGINEER KDG Engineering LL(I "THE CONTRACTOR SHALL VERIFY THE ACTUAL TIP ELEVATION IN THE FIELD, COMPLETE THE TABLE, ANC) PROVIDE IT TO THE ENGINEER. CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. GRADE. OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES Computer File Information Creation Dote: 12/08/2020 Initials: w Last Modification Dote: XX/XX/)OX Initials: Full Path: w Drawing File Name: Acod Ver. 2016 Scale: N/A Units: ENGLISH Index of Revisions WELD COUNTY As Constructed PUBLIC WORKS DEPARTMENT 1111 H. STREET P.O. BOX 758 GREELEY, CO. 80632-0758 PHONE: (970) 356-4000 FAX: (970) 304-6497 No Revisions: WCR 80 & 37 INTERSECTION PILING LAYOUT Project No./Code GR-6O Revised: Designer: RJ Void: Detoiler: w Checked By SHK 21415-00 CRTR Sheet Subset: BRIDGE Subset Sheet: B07 OF 20 SHEET NUMBER:113 OF 215 4737568 Pages: 15 of 30 07/21/2021 11:08 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO ' �d�'��I#I��■ii �� III r-•%' r -o- t t - - MUT MC I TOP SLAB INENECRONG fa x (MATCH MO M& ROW. FROM AYUT.) 1 30 4 r J r I i. I DRILLED HOLES FOR i(• IEIIE1l10 PAD L. DONS SLEEW (TYP.) SEE OMG B15 FOR LOCATION — 3k ,�\ (TIP) y� ��-{- E41°; 4456c_ Cam-0-- 110EOSPA(TOT.4)(•))C AT 1-O• -.-. EXPAN90N I MC 1 me Ifs I !!�' e' I•_�PR�CT / air PATER AL ALL MOUND LEVELING PAD uNCIER ORDER hI ifsEt. !PA ?�I5 EA �AI•It `- -0 MP.) 4r 1.-3, 44C 05 X • EQ. SPA C) ---,Jr r I I • 4 SEE PLAN ME es < i PLAN 7-2 r i 4 ABUTMENT 1 SHOWN 1 0 AT tr 140 BOTTOM BAR AT RUM , 4 ABUTMENT 2 SIMILAR (WNGWALLS NOT SHOWN FOR CLARITY) I } 4 4 4 tod ^� t • I 114 . if 4 I 4 4 +I :— a r tr4' CORRUGATED PETAL SLEEVE. r-9" LONG, PLACED IN ABUTMENT CAP. AFTER PUICEIEP4T OF CARDER 0 (TOT. 4) .---7 1275 1273 N. OIA RPE PILE MK INSTALL AXT—E• (PRO.EGT INTO AELTMEiT) AND OIOJT NM-91MIK OiGJT AT EACH (TOTAL 14 EACH ABUTIENT) CALL UTILITY NOTIFICATION CENTER OF COLORADO 811 2'-A' NTH ORDER (TYP.) FRIED WITH \C-- CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. GRADE. OR EXCAVATE 2 KDG Engineering LLC1 ABUTMENT RCiROUND SECTION FOR THE MARKING MEMBER OFUTILITIES Computer File Information Index of Revisions WELD COUNTY As Constructed Project No./Code WCR 80 & 37 INTERSECTION ABUTMENT DETAILS 1 Creation Date + 2/08/2020 initials W PUBUC WORKS DEPARTMENT No Revisions GR-60 1.ii j: r : - IM 1111 H. STREET P.O. BOX 758 GREELEY, CO. 80632-0758 Lost Modification Date. XX/XX/XX Initials W Full Path, Revised ()ewer. 4,; Chec�ed y ShK 21415-00 GRTR L" r . Drowinq Fite Nome Detoder W ., . PHONE: (970) 358-4000 FAX_ (970) 304-8497 Void SHEET NUMBER 114 OF 215 /cod Ver. 2016 Scale: N/A Units: ENGLISH Sheet Subset: BRIDGE Suose' Sreet BOB OF 20 4737568 Pages: 16 of 30 07/21/2021 11:08 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO qfflik �I II SECTION TAKEN AT TOP OF BRG. SEAT TABLE OF TOP OF ABUTMENT SEAT ELEVATIONS A B C D E jr ABUT I 4904.2d4904.204904.8 4904_ 4004.4 4004.15 AMU T 2 4901 4449015.249a3.8 490191 4901 490135 1 t ABU2 A t 8 KDG Engineering LLC I I U ti0W. SUPFRSTRUC TIRE NOT SHOW FOR CLARITY I I U I I u Ha AWL 1C.CA0 • ABUT. 2 EL C ! b • II U II U I I U DRUM NOES FOR 00SIEL tWv€ (rm.) SEE 0t 915 FOR LOCATION EL 4894.00 PILES 9 SPA. AT r -s' - st'-4' ELEVATION ABUTMENTS 1 AND 2 1116 NN. PPE PSI FILLED ATM CONCRETE CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. GRADE. OR EXCAVATE FOR THE NARKING OF UNDERGROUND MEMBER UTILITIES Computer File Information Creation Date 12/08/2020 imtiols Lost Modification Dote XX/XX/XX Full Patti. ln,t ols. `N Drawing File Nome Acad Vet 2016 Scale: N/A Units: ENGLISH Index of }Revisions WELD COUNTY As Constructed PuBuC WORKS DEPARTMENT 1111 H. STREET P.O. BOX 758 GREELEY, CO. 80632-0758 PHONE: (970) 358-4000 FAX: (970) 304-8497 Na Revisions WCR 80 Ac 37 INTERSECTION ABUTMENT DETAILS 2 Project No./Code GR-60 Revised Designer Void Detailer w "ecKec : y SDK 21415-00 GRTR Sheet Subset: BRIDGE Sutsce sheet 809 OF 20 SHEET NUMBER 115 OF 215 4737568 Pages: 17 of 30 07/21/2021 11:08 AM R Fee:$0.00 Carly Koppes, :lerk and Recorder, Weld County , CO PATUIDIIIIIIIIK MILK Mt I II it i 0 NOTE 1. RAILINGS ON IMNGWALLS ARE NOT SHOWN FOR CLARITY. 2. ABUTMENT REINFORCEMENT ARE NOT SHOWN FOR CLARITY. _ ABUT. 1 N EL 4904.34 ABUT. 1 S EL 4904.23 O SEE ABUTMENT DETAILS. i I FOR ADDITIONAL REINF, SEE 8-606-10 MASH A 2-/B X WNGWALL ABUT. 2 N EL 4903.27 ABUT. 2 S EL 490128 TOP OF ABUTMENT ‘1%,;".P. ABUTMENT 1 i /gip.1\i. 3'-d' i 1 •-0" /5x\_O I ' cn J• /5x \i)6 X n Wor /3x 0-1'-0" I ' 4'-]1 ~ 17 SPA. • E• N k S .9 SPA. • 1'-0" N k S 8 SPA. • 1'-0" N k S �e 001.-0"0 > Ow.) 2)lie_ �' BACK " b C 8• . I��' 4'-It"0 °O FACE VI O 1'-0" W /SX B' (TYP.) O '-0" 1'-0• nLLET FRONT 45"0'0.0• x (TYP.) `4 FACE f6XU a c_ PA's6 110 O 6" a tl 2 r— .. JI � �< ELEV. 4694.00 1'-0 1'-6. • _ C..I / 5 _ p• (TYP. rf U a U < < a h �'' W N. O Li m ELEVATION C SECTION D OTHER 'p. ABUT. 2 NORTH SHOWN WINGWALLS SIMILAR B - - t• 4'-11'0 6" - iX (TYP.) (-] 1 3 1/4' SEE BRIDGE RAIL DETAILS FOR ADOLDIMENSIONS lc I '-0" x 1'-0" FILLET i� (n11') r or /d ar r x I \'co �— TOP OF CURB /BX AND REINF. U O 6" WINGWALL A EL 4906.44 MINCWALL B EL 4904.32 WWNGWALL C EL 4905.53 '- 4 2 6' 2 -/sue a 0 EL. 4905.38 WINGWALL 3'-6"m / ITYPI A OPTIONAL CONSTRUCTION 6 JOINT• t } OPTIONAL • 0t.- g. L *PILE ---- DETAIL' X-, r. • T $ x u I `� sd BACK -11 4' 2 $ ie '`J m 0 >' � 3 t 4' it �o / J/4' x t'-3 x t'-3' FACE m MTH 4-3/4' X 8 J/16• (�) io C HEADED STUDS WELDED 0 TO PLATE PACED IN A , 1•-A e 4• FRONT • p 1 { ,� . / . —�i 9 �C -*- ^� �- 0 0 WSJ E CENTERED ON THE ty— FACE 1 - a'� O x t��0. �'-ii" O i'-0" Rg-OO \ 7-4"(� PLATE. THIS ASSUMES A TT``Ty! " MINIMUM OF 2 3/8' FROM ( ) ' 1 -g• _ ;4 x O 1'-0" 5I -0 - 1 /4 EDGE OF AINGWALL SIDES STUD FOR NOTE I MIN. TO CENTER OF THE 12' THICK 1WNGWALL N O RAILING CURB AND ABUTMENT RELINE. NOT SHOWN FOR CLARITY k -s- • ¢ p,LL• PLAN-ABUT.2 1275• DIA X 3/4" SECTION B--\ SHOWN WALL THIOONESs ABUT.1 Tp SIMILAR B W/ E MEET SHOE. FOR ADOL DETAILS CALL UTILITY NOTIFICATION CENTER OF COLORADO ELEVATION ABUTMENT A NOTE; STEEL PLATE. HEADED ANCHOR STUDS AND MELDING WILL NOT BE MEASURED AND PAD FOR SEPARATELY 811 BUT SHALL BE INCLUDED IN THE WORK WING WALL B SHOWN - - of ITEM 502 STELL PIPE PILE. Vr CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. GRADE, OR EXCAVATE KDG Engineering LL(� OTHER WINGWALLS SIMILAR FOR THE MARIONG OF UNDERGROUND MEMBER UTILITIES Computer File Information Index of Revisions WELD COUNTY As Constructed WCR 80 & 37 INTERSECTION WINGWALLS Project No./ No. Code Code Creation Dote: 12/08/2020 Initials: W WORKS DEPARTMENT No Revisions: GR-60 Last Modification Dote: XX/XX/XX Initials: w ; -I i` . y � t. 1111 H. STREET P.O. BOX 758 GREELEY. CO. 80632-0758 PHONE: (970) 356-4000 FAX: (970) 304-6497 Full P FPath: uN a Revised: Designer RJ CheckedBy SHK 21415-00 GRTR Re Nome: Detailer W Void: SHEET NUMBER 115 OF 215 Arad Ver. 2 01 6 Scale: N/A Units: ENGLISH Sheet Subset: BRIDGE Subset Sheet: B10 OF 20 4737368 Pages: 18 of 30 07/21/2021 11:08 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder Weld County , CO 11110MP/I III III 55'-0' HCL 35' -6" 19'-6. SEE DETAIL A 15"X34' PRECAST PRESTRESSED CONCRETE SLAB ORDER (1 TOT.) 1'-5' KDG Engineering LLC a /4X32'-61 SEE SLAB RONFORONC PLAN, DWG. B-XX TYPICAL 1' GAP IITH LONGITUDINAL SHEAR KEY (TYP.) FILL KEYS MATH HIGH SINENGTH NON -SHRINK GROUT, 2.0% 090 12 ORDERS, It SPACES 0 4-1 - 44'-11' I r ASPHALT ON WATERPROOFING MEMBRANE (TYP.) 15'X48' PRECAST PRESTRESSED CONCRETE SLAB GIRDER (12 TOT.) 3'-B. 2 unuTY CONDUITS EACH SIDE U Ave N a BRIDGE RAIL TYPE 104ASH SEE DC 8-14 SPA.O 6- OR AS SH0MN ON BRDGE RAIL TYPR 1OMASH DWG B-14 AND AS DETAILED ON PRESTRESSED CONCRETE SLAB, DWG, B-11 DETAIL G8 SECTION cg) Lz' Q BRIDGE RAIL TYPE 10MASH(TYP. ) CONSTRUCTION JOINT 15'X38" PRECAST PRESTRESSED CONCRETE SLAB ORDER (1 TOT.) CALL UTILI TY NOTIFICATION CENTER OF COLORADO CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. GRADE. OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES Computer File Information Creation Dote: 12/08/2020 Initials: W Lost Modification Dote: XX/XX.'XX Full Path: Initials: W Drawing File Name: Aced Ver. 2016 Scale: N/A Units: ENGLISH Index of Revisions WELD COUNTY As Constructed PUBUC VVORKS DEPARTMENT 1111 H. STREET P.O. BOX 758 GREELEY, CO. 804332-0758 PHONE:(970) 356-4000 FAX: (970) 304-8497 No Revisions: WCR 80 & 37 INTERSECTION SUPERSTRUCTURE DETAILS Project No./Code CR-60 Revised Designer RJ Void: Detwiler: W Sheet Subset BRIDGE Checked By SHK Subset Sheet 811 OF 20 21415-00 GRTR SHEET NUMBER:117 OF 215 4737568 Pages: 19 of 30 07/21/2021 11:08 AM R Fee:$0.00 Carly Koppes, Clerk and Reoorder, Weld County , CO III Friar 1,141 I'lIh 111111 67+50 I ABUT.2 BRG EDGE CF DECK PLACE REINFORCEMENT PARAI I Fl TO SKEW BACK FACE ABUT 1 STA. 67+94.66 ` 68+00 \\\ KDG Engineering LLCI ABUT.2 BRG Cl 3i— 103'4' DITCH NOM BACK_ FACE ABUT 2 ST& 68+27.56 CR 80 68+50 N89'24'38.9"5 HORIZONTAL CONTROL LINE (HCL) ea SECTION UNE EDGE OF DECK NOTE; MINGWALLS NOT SHOWN FOR CLARITY. CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND NCuaca I ITII ITICC Computer File Information Creation Date: 12/08/2020 Initials: W Lost Modification Date: XX/XX/XX Full Path: Initials: W Drawing File Nome: Arad Ver. 2016 Scale: N/A Units: ENGLISH ndex of Revisions WELD COUNTY As Constructed 4737568 Pages: 20 of 30 07/21/2021 11:08 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III PJPjiP I%ILII\ I Pd iYilttYi}i PCIiWvi 111111 PUBLIC WORKS DEPARTMENT 1111 H. STREET P.O. BOX 758 GREELEY, CO. 80632-0758 PHONE:(970) 356-4000 FAX: (970) 304-8497 No Revisions: WCR 80 & 37 INTERSECTION SLAB REINFORCING Project No./Code GR-60 Revised: Designer RJ Void: Retailer. Checked By SHK 21415-00 GRTR Sheet Subset: BRIDGE Subset Sheet: 812 OF 20 SHEET NUMBER118 OF 215 6}"N L 1 c. Beariny 1 — " DIA. HOLE FOR REBAR DOWEL AND GROUT (TYP.) m li i� o 1'1 NOTES: 1 All work necessary to fabricate and install the integral parts of the girder (including the intermediate diaphragms, if any, and leveling pods), as shown on the plans, shall be Q Bearing PLAN included in the bid price for Item No. 618, Prestressed Concrete Slob ( ), with a pay N.T.S. unit of Sq. Ft. measured by L x W. Mien approved by the Engineer a minimum of tack welding will be permitted on ASTM A706 uncoated reinforcing steel. 11 SPA.03" 8" MAX. SPA. riffir 11 SPA.03" Reinforcing projecting from the top of the girder and reinforcing within eight feet of an expansion device in the bridge deck shall be epoxy coated. Damaged coating on girder I( -j reinforcing need not be repaired. The minimum cover for reinforcing steel is 1". Welded fabric be D20 in lieu the bars EN ROUGHEN NX. SURFACEV AMPLITUDE) (APPRsurface wire may used with wires of #4 shown. At girder ends not embedded in concrete diaphragms, cut strands off 1" below the of the concrete and finish with on approved epoxy grout. At girder ends of Q embedded in concrete diaphragms, cut strands to project 3", except as shown. Do not make cosmetic repairs (damage less than 1" deep) to the ports of the girders Ej E/ LJ �NAn embedded in concrete. Use low relaxation strands meeting the requirements of ASTM A416 Grade 270. The EXTEND STRANDS 2' 0' minimum clear distance between groups or individual strands shall be 2.3(d.) but not 1).' The for is 134". less than . minimum cover prestressing steel ? - W t 0 in 4" DIA. CORRUGATED SLEEVE (TYP.) _ 4 SPA. 0 6" MAX. 43 `I A. prestressing o minimum area of the restressm steel. FOR VOIDS, SEE SHEETS B12 FIELD BEND OVER TOP MAT In cl. = nominal strand diameter. r.= ultimate strength of steel. a prestressing In —� OF LONGITUDINAL SLAB STEEL 441 I FI = jacking force per girder. e'er j a a a a a = Fr = final force per girder after all losses. — —, — — — — _ fel= required concrete strength at release of prestress force. O I — — -- — — — — �— a M — — _ f<= required concrete strength at 28 days of age. ►�A • _ — C.G. OF STRANDS L - length of girder along the grade of the girder. .-- o\ 1 p A = deflection of centerline of span due to cast —in —place slab. •ADJUST AS REQUIRED END AROUND DETAIL( HOLE TO CLEAR BY 2" -J P AN) _ J �"'/ w diaphragms, asphalt, curbs, rails, and walks. c 9 = bridge skew angle N.T.S. 4r 1 Concrete shall be Class PS. TYPICAL SECTION 0 Entrained air is not required for girder concrete. N.T.S. Use W chamfer on all corners, except as noted. Predicted camber is the camber for the girder alone at 90 days. The Contractor shall limit the camber growth to a value not to exceed the predicted camber plus 1" prior to GIRDER SCHEDULE the deck pour by weighting, scheduling fabrication, post tensioning, or other means and must report to the Engineer values of comber which exceed the predicted camber plus Fi Concrete Strength a Predicted Release Predicted 1". Remedial measures, as approved by the Engineer, shall be taken if the predicted camber plus j_ is exceeded. The approved remedial measures shall be free of any adverse impact. The costs associated with all remedial measures shall be borne by the Span No. Girder No. L (Ft) W (In.) D (In.) 8 (Deg.) A: (Sq In) EE (In.) (Kips) Fr (Kips) rd (psi) f. (Psi) (In.) Camber (In.) Camber (In.) Contractor. Side by side slabs placed over roods or pedestrian facilities shall not hove cumbers of adjacent girders differ by more than 1" before the deck pour. Prior to placing deck 1 1 31.27 34.0D 15.00 74.00 3.04 2.50 615 532 5.500 8,500 0.86 0.88 1.26 reinforcing, the Contractor shall adjust this differential to within this limit by sorting the 1 2-13 31.27 48.00 15.00 74.00 4.12 2.50 923 800 6,500 8,500 0.91 0.91 1.28 girders to minimize differentials, or b pulling the high boxes down and low boxes up. The depth (0) tolerance shall be 4-)", —y4 1 14 31.27 38.00 15.00 74.00 3.47 2.50 703 614 6,500 8,500 0.92 0.88 1.24 The Contractor is responsible for determining necessary bracing requirements, and for providing adequate bracing for the specific wind and weather conditions to be encountered for each specific project. CALL UTILITY NOTIFICATION CENTER OF COLORADO 811 CALL t -BUSINESS DAYS IN ADVANCE BEFOREGRADE. TE in KDG Engineering LLC FOR THE MARKING FOR THE OF UNDERGROUND U DOE GROUND VERIFIER UTILITIES Computer Fi e Information Index of Revisions WELD COUNTY As Constructed WCR 8O & 37 INTERSECTION PRESTRESSED CONCRETE SLAB Project No./Code Creation Date: 12/08/202C Initials: W PUBLIC WORKS DEPARTMENT No Revisions: GR-60 Last Modification Date: XX/X?/XX Initials: W 1..1.#1. ' _' __ cM , . , 1111 H. STREET P.O. BOX 758 GREELEY, CO. 80632-0758 Revised: Designer RJ Checked By SHK 21415-00 GRTR Full Path: Detailer. W Drawing File Name: PHONE (970) 356-4000 FAX: 304-6497 Void: SHEET NUMBER:1 19 OF 215 Sheet Subset: BRIDGE Subset Sheet B13 3 OF 20 Aced Ver. 2016 Scale N/A Units: ENGLISH (970) 4737568 Pages: 21 of 30 07/21/2021 11:08 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III Wa ik L�'PJ vI l III rl x n • n 4'-O' i! n 10' 1'-2' 10' O • r _ 2'-10' 10' r-2' v-2- lo' t0' 1'-6' 10' O 3'-2' VOID LOCATIONS KDG Engineering LLC 6" CIA. VOID (.) 6" DIA VOID (TtP.) 6" 01k VOID (TM.) KEY DETAIL 7% - TYPICAL AT BOTH FACES OF GIRDERS EXCEPT DELETE AT EXTERIOR FACE OF EXTERIOR ORDER. O x I'-1" -..\ SPAO B' OR AS SHOWN ON BRIDGE DETAILS AT EXTERIOR GIRDER UNDER BRIDGE RAIL CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. GRADE. OR EXCAVATE FOR THE MARIONG OF UNDERGROUND MEMBER UTILITIES Computer File Information Creation Dote: 12/08/2020 Initials: W Last Modification Date: XX/XXJ'(X Initials: Full Path: W Drawing File Name: Acad Ver 2016 Scale: •1/A Units: ENGLISH Index of Revisions WELD COUNTY As Constructed 4737568 Pages: 22 of 30 07/21/2021 11:08 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO PUBLIC WORKS DEPARTMENT 1111 H. STREET P.O. BOX 758 GREELEY, CO. 80632-0758 PHONE: (970) 356— 4000 FAX: (970) 304-8497 No Revisions: WCR 80 & 37 INTERSECTION PRESTRESSED CONCRETE SLAB DETAILS Project No./Code GR-6O Revised: Designer RJ Void: Detoiler: W Checked By SHK 21415-00 GRTR Sheet Subset: BRIDGE Subset Sheet: 814 OF 20 SHEET NUMBER:120 OF 215 ABUT. 2 t BEARINGS BEARINGS LEVELING PAD ONLY C DIA. CORRUGATED SLEEVE (TYP.) (SEE BEARING DETAIL) LEWUNC PAD %MTH SHIM B.F. OF ABUT. 2 1 KDG Engineering LLC1 PLAN -LEVELING PAD LAYOUT 31'-3Y4 4" DIA. SLEEVE (SEE ABUT. DRAWINGS FOR DETAILS) PRESTRESSED SLAB PLAN r -5)h - BEARING DETAIL (48' PRESTRESSED SLAB BEARING SHOWN) ▪ LEVEUNC PAD ONLY \\\\\ ▪ LEVELING PAD MOTH SHIM ON TOP c ABUT . BEARINGS 3C EXPANSION JOINT MATERIAL 1. LEVELNG PADS SHALL BE 3/4" THICK. 60 DUROMETER STRENGTH. 2. COST OF SHIM AND LEVEUNC PAD TO BE INCLUDED IN THE COST OF THE WORK. 3. MEASURE CAMBER PRIOR TO ERECTION. 4. ALL SHIM SHALL BE TACK —WELDED TOGETHER IN A SHIM STACK. 5. THIS WORK SHALL BE SUBSIDARY TO THE PRESTRESSED CONCRETE SLAB BID ITEM CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE. OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES Computer File Information Creation Date: 12/08/2020 Initials: W Last Modification Dote: XX/XX/XX Full Path: Initials: W Drawing fie Name: Azad Ver. 2016 Scale: N/A Units: ENGLISH Index of Revisions WELD COUNTY As Constructed win PUBUC WORKS DEPARTMENT 1111 H. STREET P.O. BOX 758 GREELEY, CO. 80632-0758 PHONE:(970) 356-4000 FAX: (970) 304-8497 No Revisions: WCR 80 & 37 INTERSECTION BEARING DETAILS Project No./Code GR-60 Revised: Designer: RJ Void: Detoiler W Checked By SHK 21415-00 GRTR Sheet Subset: BRIDGE Subset Sheet B15 OF 20 SHEET NUMBER:121 OF 215 4737568 Pages: 23 of 30 07/21/2021 11:08 AM R Fee:$0.00 Carly Koppos, Clerk and Recorder, Weld County , CO VIII M.� I a ��'��M:N L I��r�l�� II I Limits of pay length for Bridge RoilType 10 MASH W6 x 20 NOTES• 10'-0" Max (6'-8" Min) post spacing PL 4St 103 3 1'-0" 1. All tubes shall be ASTM A-1085. All posts. base plates, and splice tubes fabricated by welding shall be 1 2'-6" Nin 5 / t6 3• ASTN A-572 Grade 50. Post anchor, encased in concrete, shall be Grade 36 steel and need not be Traffic face galvanized All other steel shall be Grade 36 unless otherwise noted. Sheet 818 of tube I Post 1" x 4' slotted tipSee or Transition ►2. The above material and all anchor bolts and miscellaneous bolts, nuts, anal washers shall be galvanized 3" Chamfer base holes at bridge Details - I plate offer fabrication accordance in with Section 509. Concrete, reinforcing steel, and structural steel elements 1 li• x I he slotted Exp device 1 x' 1' x 1}" horizontal slot{ in shall conform to the requirements of sections 601 & 606. 602. and 509, respectively unless otherwise holes at splices _ 1 x 1 4"- slotted holes in post VI o I post at c tubes noted. Concrete seder shall conform to section 515. 7 ' j I 3. The tubes shall be shop bent or fabricated to fit horizontal curve when rodus is less than 1,800 feet. 4 •' II III II II • • • • • -I f• 4. Tubes shall be continuous over not less than two 4 except at approach slab end I I = posts, preferably posts •0. 1 IN I pint- Na welded butt splices will be allowed in the tube sections. • • II IIf li� II •• I I I I • •11 I 11 I 4}• _ 4 -, 5. The the tube be 1'-8" minimum 2'-6' maximum from the centerline of the ^. 8- 1 j" 0 hole centerline of splice shall and I I I I between posts. S tubes for I Gutter 6. 3 10}' I ( I 1}' Line reflector All bolts that have lock washers shall be tightened to snug only. f� -1--III tab mount 6" 7. Posts shall be to the longitudinal roadway X31 typiC01 1 CE perpendicular grade 1" 0 Holes (Typ) _ E�VATION — BRIDGE RAIL Tool Joint mid point PLAN — POST DETAIL a One or more 10'-0" post spaces may be reduced (6'-8" Min) in order to maintain dimensions from the �HSS '-6" 6 x 6 x }" Note: Approach shall extend longitudinal of rail post (typ.) slab stirrups to top of reinforcing. �' ,r end of the roi and expansion joints or concrete buttresses 9. The top and inside face of the rail shall receive a coating of Item 515. Concrete Sealer, either a scone/silaxone or a type compatible with the concrete coating or sealer/stain shown in the plans 6 10. Payment be item 606. Bridge Rod Type 10 MASH, for 'CJ will mode under all posts, post anchors. base C` Reflector tab at each post. o e -I " 0 hole m plates, backing plates, anchor bolts, miscellaneous bolts, nuts, washers, tubes, tube expansion devices, tube splices, end plates, concrete (Class D or C), reinforcing steel, concrete sealer, and reflector tabs. t 2-3/4"0x2' rSee M-606-1 for details l • } or 3` Asphalt z 3/4- A Construction Joint M s., it 1 ' °' ' N I1. Prior to fabrication of this item, on electronic pdf which complies with the requirements of section 105, shall be submitted to the Engineer for information only. r —� threaded o anchor studs �- Sheet 818•' DESIGN DATA e Wingwoll (automatically end f, r1 °flint an Design: AASHTO HASH 2016 TL -5 for overlay thickness up to 1" (by calculation), AASHTO MASH 2016 TL-< welded to tube) with( a (Beyond) Yo ) _ 1• x 1 } for hardened rr •ils oveAoy thickness over 1" and resulting in a height of the top of rod over pavement of 36" Min (by horizontal hex nuts, washers, and lock —_ a slats Professional Evaluation) washers• Optional r t drain ; ' , 7.. hale in post for Structural Steel: #3 Cant (Tot 5) 0 galvommng A ELEVATION AASHTO M270 Gr 36 (ASTM A709 Gr 36) fy = 36 ksi M270 Gr 50 (ASTM A992/A572 Gr 50) fy = 50 ksi SECTION POST STLI ASTM A1085 fy = 50 ksi '1 '� ".- 3'-0' Tube y3 a1.-1" 0 spa r - - •fE Coa Splice 5#" x 5�" x .3125" x 3'-0" Concrete:+Class 0 or G, fc = 4.5 ksi —' fabricated from r -z s/a" a O 6• max 8• 4 ' 7" a 3" 3" 4• 7• 4 - A ,}- A572 Reinforcing Steel: ASTM A955, fy = 75 ksi Min Slob ASTM A1035 (Grade I00), fy = IOU ksi Min Construction Join - - — ►• �i - Stagger splices. Splice Length = 1'-10'. utility as shown in plans/ reinforcing 2-7/8" 0 1'-1" A325 ,�- I I I} + Concrete Class 0 is Macro fiber reinforced. x or lai— f (--In L _ c tubes and r 0 x 7}' PIOCes> A449 bolts with hex nuts and A325 bolts, hex nuts, 3 1 /4V lock washers (Proj 2}") y^_ washers, and lock TYPICAL SECTION _ - I „r_ j ---- _ HSS 6" washers. Reinforcing steel used in Bridge rails (including reinforcing projecting into bridge rocs from decks) on structures and retaining rolls shall be low -carbon, chromium, steel reinforcing bars conforming to ASTN A1035/AI035M Alloy x 6' Type 1035 CS Grade 100 with a minimum chromium content of 9.22, or the solid stainless designated above. All Used when placed on concrete slob. q }�" x le slats I _I I tie wore choirs and supports shall be stainless steel or plastic 1,;• at tube splice, and 1" x 4" slats at bridge Exp device. Slot both inner and outer tubes. Stagger top and bottom splices into different post spacings except at expansion joint, place at opposite ends of same post space except �— 9 — T —I .—li" as shown in transitions. (Range of motion = 1'-0" at bridge expansion device.) a PLAN - TUBE SPLICE i" r hoes ----"a PL i'x3xi'-o/r INFORMATION ONLY (8" Bridge Deck) CALL LTUJTYTERO NOnFICAIOO\ CENTER OF COLORADO ANCHOR DETAIL DESCRIPTION L;NlT PER LF 811 Concrete Seder SY 0.28 ` 0 Structural Steel (Galvanized) Concrete Class D or G + LB CY 494 0.059 CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. GRADE OR EXCAVATE Pi KDG Engineering LLCI Reinforcing Steel (AASHTO M334 or ASTN A 035)♦ LB 6.4 FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES Computer File Information Index of Revisions WELD COUNTY As Constructed WCR 80 & 37 INTERSECTION BRIDGE RAIL DETAILS 1 OMASH Project No./Code Creation Date:12/08/2020 Initials: W PUBLIC WORKS DEPARTMENT No Revisions: GR-60 _ *MtFull 1111 H. STREET P.O. BOX 758 GREELEY, CO. 80632-0758 Last Modification Date: XX/KX00( Initials: W Revised: Designer. RJ Checked By SHK 21415-00 GRTR Poth: Detoiler. W Drawing File Nome: PHONE: (970) 356-4000 FAX: 304-6497 Void:Sheet SHEET NUMBERS 22 OF 215 Subset BRIDGE Subset Sheet: B16 OF 20 Aced Ver. 2016 Scale: N/A Units: ENGLISH (970) 4737568 Pages: 24 of 30 07/21/2021 11:08 AM R Fee:$0.00 Carly Koppers Clerk and Recorder, Weld County , CO In 6VP111'�S��71i}7h+U+�ItiV�kS4E4�h��h��Y}6�M�I,IW� 111111 C D EDGE OF ` 2' 6" NOTES: BRIDGE DECK _ "� #3 ties at 6" max Pay Item Pay Itemspacing Bridge Transition Rail Type i Post — See 916 (and 9-606-10 MASH) for additional details not shown. Q Pas' 1. All tubes shall be ASTM A-1085. All posts, base plates, and splice tubes fabricated by welding shall be ASTM A-572 Grade 50. All other steel shall be Grade 36 unless otherwise noted. BR10M—GR3 2'_3' 10 MASH Transition —rill 2. The above material and all anchor bolts and miscellaneous bolts, nuts, and washers 1 I I .solo ype 3G or 3H BO or r shall be galvanized after fabrication in accordance with Section 509 Concrete, ll ll reinforcing steel, and structural steel elements shall conform to the requirements of O sections 601 do 606, 602, and 509, respectively unless otherwise noted. Concrete e-1 / sealer shall conform to section 515. S 3. All have I + e Tool Joint mid point I 1•-6" I , bolts that lock washers shall be tightened to snug only. All anchors shall r. 4 O O o e Thrie Beam ti of rail post (typ.) * be cast in place unless approved by Engineer. M2 —6 I o ®Lannection 3 `' = 4. The top and inside face of the rail shall receive a coating of Item 515. Concrete �— , r ° 7� SECTION e .3.-_, s/e Sealer, either a silone/siloxane or a type compatible with the concrete coating or ►� sealer/stain shown in the plans. 5. Payment will be made under item 606, Transition Type BR10M—GR3, for all anchor bolts, miscellaneous bolts, nuts, washers, tubes, tube expansion device, concrete / 7./7//7/1 A I \ (Class D), all #3 reinforcing steel, and concrete sealer. Finished o Grade -----� �� 6. Prior to fabrication of this item, on electronic pdf which complies with the I N .. Chamfer • requirements of section 105, shall be submitted to the Engineer for information only. traffic face I Top of Dec of curb 43" ---• •DESIGN DATA 1'-6" x i Structural Steel: 1 �� I++� AASHTO M270 Cr 36 (ASTM A709 Gr 36) fy = 36 ksi AASHTO M270 Gr 50 (ASTM A992/A572 Cr 50) fy = 50 ksi + ASTM A1085 fy = 50 ksi -le .41® .44E-) Concrete:+ Class D rc = 4.5 ksi 3" Asphalt Overlay CONCRETE CURB DETAILS A Reinforcing Steel: ASTM A1035 (Grade 100), fy = 100 ksi min FRONT ISOMETRIC BACK ISOMETRIC Note: Shaded linework is from other Pay Items INFORMATION ONLY DESCRIPTION UNIT QUANTITY Note. Curb dimensions typical for all sections unless noted otherwise Structural Steel (Galvanized) LB 610 3 118x8'-4' Concrete Sealer SY 2.5 ♦ 1 -6 a" Coupling nut 1}` 3 ties 6" (recess 1/8" Min) Reinforcing Steel ( ASTM 41035) A LB 60 � at �^' with 7/8" Max spacing .N •--• Threaded rod F1554 GR55 x 1 -O^ Cr 1 -2" long Utility as r + Concrete Class D is Macro fiber reinforced. Finished - Grade A w shown in I plans Top of Conc. + tility as tility as Deck O Optional Alow-carbon, 6" Max � _ a Finished - A Grade shown in Finishe plans Grade shown in plans A Reinforcing steel in Transition on this drawing, except those marked by*. shall be chromium, steel reinforcing bars conforming to ASTM A1035/A1035M Alloy Construction Joint 0 top Spo of Abutment Top of — i iv I For Type 1035 CS Grade 100 with a minimum chromium content of 9.2%, or the solid stainless designated above. All tie wire, chairs and supports shall be stainless steel For (Typ.) Abut. For additional details -• •- a' y ® 6" Max A additional 3 0 reinf. see 6" Max For or plastic. this modified detail, all #3 reinf. shown are port of the Transition. additional reinf. see ♦ Reinforcing except for #3 shall conform to General Notes Drawing 901 and Dwg. 909. see Wingwalls Drawing 810. CD ; w o o a t° _ Sp iY ties at 6" Wingwalls iSp ing Drawing #3 ties at 6" Wingwalls Drawing Drawing 810. Max _ v_ �I u spacin — " Max spacin For NOTIFICATION Note: Shaded C linework is from other Pay Items c° `� ° .-. '� V 1 -6 —For additional >, details I Varies I CALL UTILITY additional CENTER OF COLORADO details SECTION a t 811 c c i `-' y — see b m Lj Cr N.T.S V SECTION Wingwalls v«+« (,o wr, to �'-i' um) -1010N TION Wingwalls 1, . Drawing CALL2-BUSINESS DAYS IN ADVANCE • _ D, o. SEC KDG Engineering LLC BEFORE N.T.S N.TS FOR THE MARKING MEMBER UTILITIES Computer File Information Index of Revisions WELD COUNTY As Constructed WCR 80 & 37 INTERSECTION BRIDGE RAIL DETAILS 1 0MASH A Project No./Code Creation Dote: 12/08/2020 Initials: W PUBLIC WORKS DEPARTMENT No Revisions: GR-60 �, /' r ' k 1111 H. STREET P.O. 758 BOX GREELEY, CO. 80632-0758 Lost Modification Date: XX/XX/XX Initials: w Full Path: Revised: Desfiner. RJ Checked By SHK 21415-00 GRTR i PHONE: (970) 356-4000 FAX: (970) 304-6497 Drawing File Name: Detailer. W Void: SHEET NUMBER123 OF 215 Acad Ver. 2016 Scale: N/A Units: ENGLISH _ Sheet Subset BRIDGE Subset Sheet B17 OF 20 4737568 Pages : 25 of 30 07/21/2021 11:08 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III ridZV' ��I MO ic&114.4 itch I I 0 hole (tubes & plate) for r 0 Round Head bolt with washer. lockwosher &nut Pay Item Pay Item 0 4}• "xt" Bridge Transition Post-- 4.— 3" It hole in tube ( slot in plate) ffor 0 x 8" button fiend bolt with oval _ _ — Roil Type B1yM-3 TO MASH 2'-3" thou der wit2Fj washer, lockwosher & nut v l•_6• 1---- n� a _ slope-- is i Transition • Type 3G `�_ti. — — u —Opt A. 4" o 0 enor we.. ine F 0 hole for 4'_g} Round 0 I I _ ( Chamfer tube ends Heod bolt a 1 g I -- if using bent plate SECTION _ = ' lubrication for n • �r e Beam rrnosition plate It i" O 0 Connection 1 " 0 holes for 4` ;Ps o _ 0 x 2" bolt 3"3" — -- — }" 8" J with washer and •� 1 lockwasher N _ Ialai I M I ►. ! I }" Typ - Z,/�i vg , , II 1 Transition \ Plate �.i Typical 3 • a places Finished Grade, 0 �, c A %+T - � . SECTION " I 1 See Seal r°n . __ u Chamfer traffic face 4 " n' -sr � 3 1/2" R (Typ) 4 -� C rI of curb x I 4.-4}. 1 1' ° ) I BACK ISOMETRIC 3" Asphalt O�.e cv I I SECTION e I 6}" 4 x1" slotted holes for id ® 1}" 6" button head bolt Note: Transition Plate may be fabricated with bent plates I � with f �6" shoulders (5 0 2 and 1 0 8") and/or welded construction. All welds shall be square root with 4-0x )'-I1" with washer, lockwosher & nut convex contouring. RAIL TUBE DETAILS ound Head bolt �- _ - * ? �0�-r 0 holes of intersecting corners to facilitate bending (Typ) Three Beam shaded for clarity . Typ as required co m , ___ o ♦� T ` �� es • / O 4 i n i'. .i.•1 el I u e e . r I a, 40 ado 1O 1 o o_ I tie Beam a PH - — rC M Pc= nnection L ,(A.36) \ o 2'- 0 " end Line co 11�" 4'- 34' .-31- / / ri.. 6i" ......0..7.___/r- O ? Finishe J I}"J TRANSITION PLATE &twee Grade O 0 o 0 0 Baseree "— p — p -- Finishe� °red _ in Sh eai j" 0 bolt with in CONCEPTUAL BEND DIAGRAM Grad Pranst:on PL Cradey and lockwosher, Note: See 817 •8-606-10MASH A) for payment detcils and quantities. —^,j`—-Coupling - Nut and j" 0 Threaded Rod (Beyond) CALL unun( NOTIFICATION CENTER OF COLORADO See Transition B10M-3 Sheet 1 for Curb Details (Typ) TUBE END ISOMETRIC 811 SECTION SECTION SECTION ® �� e CALL 2 -BUSINESS DAYS IN ADVANCE BEFOREYOUDIG,G E. OR EXCAVATE O KDG Engineering LLCI FOR THE MARgNG OF UNDERGROUND OF UNDERGROUND MEMBER UTILITIES Computer File Information Index of Revisions WELD COUNTY As Constructed WCR 80 & 37 INTERSECTION BRIDGE RAIL DETAILS 10MASH B Project No./Code Creation Date: 12/08/2020 Initials: W PUBLIC WORKS DEPARTMENT No Revisions: GR-60 ,: •. ; - 1111 H. STREET Last Modification Date: XX/XX/XX Initials: W Full Path: Revised: Designer.RJ Checked By SHK GRTR P.O. BOX 758 GREELEY, CO. 80632-075821415-00 Z. . '� = -- . PHONE: (970) 356-4000 FAX: Drawing File Name: Detailer. W Void: SHEET NUMBER124 OF 215 Acad Ver. 2016 Scale: N/A Units: ENGLISH Shat Subset BRIDGE Subset Sheet B18 OF 20 (970) 304-6497 4737568 Pages: 26 of 30 07/21/2021 11:08 AM R Fee:$0=00 Carly Koppes, :lerk and Recorder, Weld County , CO VIII Vii kW MO IMaI �till VIII IN«��'�i��tiaV�� O.G. 4.-0" O.G. Break line "0" I--- i ._-4 F.S. F.S. P.S. F.S. ki_______„...---"..- r J J ELEVATION 2.� Top of cat GENERAL NOTES Slope 1'-6" i I I 1._6• Unless shown otherwise in the plans, this drawing gives 1,-6. Bottom 4 (tom ) the minimum extent of Structure Excavation and Structure Backfill. The Contractor may elect to extend of cut0 END OF WINGW n NEAR NEAR B.F. OF ABUTMENT the Structure Excavation and Structure Bockfill beyond Ct /1}I the limits shown here. Any additional Excavation or r I SECTION Backfill beyond these limits will not be measured nor NI. Break line ""G"---..„1�EXCAVATION1 paid for. P.S. ^— l I _ 1 ' F.S. `• ` ' t 1 , F.S. vim l F IF .•IS/ �I// 0 o� •// PO 0 0 0 0 0 0 0 0 0 0 0 0 0 0°0 C/ O O O O 0 0 0 O O O P�� \--7 O_O _o_ O�O E * For purposes of quantity calculations this * NEAR END OF WINGWALL NEAR :.F" OF ABUTMENT template applies out to end of wingwall. e SECTION ($ACKFILL) LEGENDS P•S•\ Roadway Excavation O.G. i�/f//� Structure Excavation 1 N•• ® xCAVATION) Structure Backfill (Flow —fill, Weld Co.Mix) 2 SECTION min. 1'-6" F.S. IDI • SIMILAR TO SECTION ea I4,-0. i • Structure Backfill (Class 1 or i Flow —fill, Weld Co.Mix) a 0-0-k. e 0-0 o C) Filter Material SECTION (EXCAVATION) O°oe000°o°o°oe o,�oaoao„o„o„e P.S._ 1 ABBREVIATIONS 2 min. J1 F. p 1 O.G. Original Ground io i ♦ an, 1 i� : •1 P.S. Planned Subgrade —6. 4'-0" r r" 1'-61 4 I 1 _6• F.S. Planned Finished Surface ® * = Minimum berm dimension. SECTION (BACKFI CALL UTILITY NOTIFICATION SECTION (BACKFILL) ♦ = Minimum embedment, of abut., in Structure Backfill. CENTER OF COLORADO 811 CALL 2 -BUSINESS DAYS BEFORE YOU DIG. GRADE IN ADVANCE OR EXCAVATE PI KDG Engineering LLC1 FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES Computer File Information Index of Revisions WELD COUNTY As Constructed WCR 80 & 37 INTERSECTION EXCAVATION AND BACKFILL FOR STRUCTURES Project No./Code Creation Date: 12/08/2020 Initials: W PUBUC WORKS DEPARTMENT No Revisions: GR-60 Lost Modification Dote: XX/XX/XX Initials: W _ 1111 H. STREET Full Path: Revised: Designer:Checked DRJ 5HK By • %4 '.R4 `'• ' $. r P.O. BOX 758 GREELEY, CO. 80632-0758 21415-00 GRTR Drawing File Name: Detailer. W PHONE: (970) 356-4000 FAX: 970 304-6497 ( ) Void: SHEET NUMBER:125 OF 215 Mad Ver. 2016 Scale: N A Units: ENGLISH / Sheet Subset: BRIDGE Subset Sheet: B1 9 OF 20 4737568 Pages: 27 of 30 07/21/2021 11:08 AM R Fee:$0.00 Carly Koppes, Clerk and Reoorder, Weld County , CO IIIadJiI:�GF1L41h Irk NfrilitiE liii Pay limits of Structure Backfill (Flow -fill) r r �FI -Fill I Welr� Co.Mix • ��3• Thick low . ensity polystyrene • • • e or collapsible ardboard void 'G .• • •• to . i r r r ® KDG Engineering LLC 2 Bottom of wing Bose or Sub-bose as shown in Roadway plans. Finished grade Inoue Pavement \\C\ Undisturbed existing ground or compacted roadway embankment SECIION PERPENDICULAR TO ABUTMENT 3• Thick low density polystyrene or collapsible cardboard void Bridge rails not shown 3• Thick iow density polystyrene or collapsible cardboard void (Typ.) V Flow Fill -�J Weld Co.Mix SECTION e NOTES: The maximum lift thickness for Structure Backfill (Flow -Fill, Weld Co.Mix) sholl be 3 feet. Additional layers shall not be placed until the Structure Backfill (Flow -Fill, Weld Co.Mix) has lost sufficient moisture to be walked on without indenting more than 2 inches Payment will be made under Item 206 Structure Backfill (Flow —Fill, Weld Co.Mix) and shall include the cost for cardboard void. CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES Computer File Infor•rtatian Creation Date: 12/08/2020 Last Modification Dote: XX/XXJXX Full Path: Initials: W Initials: W Drawing File Name: Acod Ver. 2016 Scale: N/A Units: ENGLISH Index of Revisions WELD COUNTY As Constructed 4737368 Pages: 28 of 30 07/21/2021 11:08 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO u �u��R�iau�+��wuww �A i �wEtlk kY� 1114N�4Y4� PUBLIC WORKS DEPARTMENT 1111 H. STREET P.O. BOX 758 GREELEY, CO. 80632-0758 PHONE: (970) 356-4000 FAX: (970) 304-6497 No Revisions: WCR 80 & 37 INTERSECTION STRUCTURE BACKFILL (FLOW —FILL) DETAIL Project No./Code GR-60 Revised: Designer: RJ Void: Detwiler: W Checked By SHK 21415-00 GRTR Sheet Subset: BRIDGE Subset Sheet 820 OF 20 SHEET NUMBER:126 OF 215 i iu 0 30 60 1 Feet END STA:9+60.00 N.1,451,246.37 E•3,2: 8,463.36 POB S IA 9+-0'0.00 N:1,451.231.91 • E::S,Z i8,405.9Z —ROW PROPOSED 12" RIPRAP RUNDOWN %SEE OE I AIL ON SHEET 144) =E5 STA:9,18,92 N'11,45" .232.11 E 3,218 424:84 Pr -ROM' _r CENTER OF PIPE v ? WCR 80 STA: 67+59.21 OFF: 60.0' LT ROE STA 0-•90.00 N 1,451,256.76 E3,218491.S1 WCR 80 4915 4910 4905 4900 4895 4890 4885 EL GROUND 1 1 100-YR_ HOL GRADE D 18' FES 10-YR. HGL --_ LARIMER - - & WELD IRRIGATION CM AI _ 35 L.h. 18' RCP 22, o. p tr N l ca. 7g • CC " / / 2 PROPOSED 12" RUNDOWN RIPRAP m ~ • 2 PROPOSED WAI L &RIPRAP C TOFF 9+DC 9+15 9+30 9+45 9+60 9+75 MORIZ~ 1' = 30' VERT: 1' = 15' 4915 4910 4905 4900 4895 4890 4885 9+90 CULVERT INFORMATION 0.;=232CF5 0-=477CFS 10-YR. HW/D = 0.52 100-YR. HW/D = 0.80 100-YR. VEL. = 7.10 FPS 0 30 60 Feet CENTER OF PIPE \VCR 80 STA: 67+83.54 O=F• 32.0' RT 1906 4905 - POB: 10+05.00 N=1.451.146.33 E=3,218,419.28 FES, PI: T0+29.21 t N=1,451.147.29 E;3,218,443.46 HOW.: 1' = 30 VERT: i' = 15' 4915 PROPOSED 12` RIPRAP PART OF CANAL LINING SEE DETAIL ON SHEET 111) END: 10+8.oc N=-.451, 149:63 E-3.218.495.20 Pr -ROW -POE 11+09.99 N='.451,150.94 E=3.218.524.16 4915 4910 4905 4900 PROPOSED Cl, OFF WAt1L 4895 - & RIPMP _s_o O Nr N PROPOSED 1719• FES TIC 4890 I M Z 10D-YR, HGL AYR. I iCG 46 L.F. 18" R @1.0% PROPOSED 12" RIPRAP (PART OF CANAL LINING) P EX. GROUND LARIMER R 8 WELD ua?IraTION CANAL 0 Z 4910 4905 4900 4895 4890 4885 4885 10+05 10+20 10+35 10+50 10+65 10+80 10+95 11+10 .4-11 cis WZR80 X \ KEY MAP NTS NOTES 1. SEE DETAIL SHEET 148 FOR ADDITIONAL INFORMATION ON RIPRAP & CUTOFF WALLS. 2. PIPE LENGTHS DO NOT INCLUDE LENGTH OF FLARED END SECTIONS. 3. REINFORCED CONCRETE PIPE TO BE CLASS III PIPE. 4. CULVERTS TO BE BACKFILLED WITH FLOW -FILL (WELD COUNTY MIX DESIGN) TO A MINIMUM OF 1 FOOT ABOVE THE PIPE. ALL FLOW -FILL USED FOR BACKFILLING SHALL BE INCLUDED IN THE BID PRICE FOR THE CULVERT PIPE. CULVERT INFORMATION a:. = 1.69 CFS Oc_=403CFS 10-YR, HW/D = 0,44 100-YR. HW/D = 0.73 100-YR. VEL. = 5.51 FPS CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES Computer File I-iformation Crea:sn Date 1/15/2021 Initials CWK Last Moeflecl Date 1/14/2021 Initials CWK IA Path H t21415-00ORCVtPLANS1SIlEETSWY4 Drawing File Name ST01-dwg AutoCAD Verson 2018 Scale 1"=311 Units "es, Index of Revisions Date Comments it rUais DREXEL BARRELL 8 CO ENGINEERS -SURVEYORS 710 11th Avenue GREELEY CO. 80631 DBC 4737568 Pages: 29 of 30 07/21/2021 11:08 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO WELD COUNTY As Constructed PUBLIC WORKS DEPARTMENT 1111 H STREET P.O. BOX 758 GREELEY CO. 80632-0758 PHONE (970) 356-4000 FAX (970) 304-6497 No Revisions WCR 80 & 37 INTERSECTION DRAINAGE PLAN & ROFILE Project No./Code GR-60 Revised Void Designer Detailer CWK M AB i FOR CONSTRUCTION 21415-00 GRTR Sheet Subset STORM Sheet Subset 4 OF 10 'ee! Ncn1Der 140 OF 215 III NJr1NE Ni iI:kNa P'Aim11iYf t w+rchYkit II MATCH TOP OF 2.91't-�{ EX CONCRETE DITCH EX. 8" GATED PIPE ADAPTER 8- 3REUSE -± EXISTING EX 8" STEEL PIPE 45' RISER 2.91't TRASH EX 6" C900 PVC X 8" C900 REDUCER 6" RACK REBAR f (- - - - • •#4 L. 6" C900 PVC WIT � I 33 I I - ELBOW CLEARANCE GASKETC�X0GASKET CLEARANCE I I APPROXIMATE LOCATION 3.25't j I 2.62't OF PROPOSED 1 1 1 - TO BE FIELD FIT 6 CONCRETE DROP BOX CONNECTOR TO 5' C9OO 6 6" -6- 6.. ola� 0 in , _olay ' -5% TO BE FIELD DETERMINED • a� - ALL FITTINGS TO BE INCLUDED UNDER PAY ITEM FOR PIPE 11"x 18" 11" MATCH FLOWLINE APPROXIMATE L- - - - x 18" HERCP HERCP I_" -- - J - EX CONCRETE DITCH DIMENSION CLASS III CLASS III'12 '. --I PROPOSED STEEL IRRIGATION RISER OF EXISTING DIVERSION BOX 2' CONCRETE DROP BOX NC- "O SCA,. E 1? DRILL EXISTING BOX (SIDES AND BOTTOM) 1.871 EX #4 , REBAR #4 REBAR J EXISTING INSERT AND EPDXY MATCH 1 DITCH W/3 'AIN -HOOK CLEARANCE TO SECURE HEADWALL - NOTE THIS DETAIL IS FOR THE NORTH CONCRETE DITCH --..\1/4 #4 REBAR J -HOOK 18" RCP CULVERT CULVERT OUTLET. SOUTH OUTLET TO BE TO SECURE HEADWALL (4 LOCATIONS) PROTECT WITH 12" RIPRAP EXTENDED FROM PROPOSED BRIDGE RIPRAP AS SHOWN ON SHEET 111. r CONCRETE DROP BOX EXISTING 2' NOTES - 6' WIDE PER PLAN DIVERSION WALLS #4 REBAR J -HOOK ter' EXCAVATE TO PROVIDE PLACED TO SECURE HEADWALL 1. CULVERTS TO BE BACKFILLED WITH FLOW -FILL... RIPRAP TO EQUAL EXISTING LOCATIONS) (WELD COUNTY MIX DESIGN) TO A MINIMUM OF 1" < DITCH SLOPE GRADE '"t 1FOOT ABOVE THE PIPE. tr._LI I III ,.#4 jeA1(4 REBARI I S14 REBAR W13" MIN.1 CLEARANCE W/3" MIN. CLEARANCE -a 17' RIPRAP PLACED AT 24" DEP . 8" THICK GRANULAR BEDDING - ' 11"x 18" 11" x 18" (CLASS A) HERCP \ i HERCP e' MAT<; ;c CLASS III CLASS III ~ GEOTEXTILE FABRIC -' ` ";,,• MIRAFI FVIF300 j/ � COMPACTED / '-� HERCP RCP HEADWALL DETAIL HERCP RCP HEADWALL SUBGRADE _ & DROP BOX DETAIL NOT TO SOLITE'END SCALE NOT TO SCALE NORTH END RIP RAP RUNDOWN DETAIL NOT TO SCALE WHEN OWLET IS PERPENDICULAR MINIMUM RIP RAP PROTECTION AREA TO DITCH, EXTEND PROTECTION EXPAND DITCH FLARED RCP CULVERT \MOTH LENGTH DEPTH TO TOP OF OPPOSITE DITCH BANK V -BOTTOM GRANULAR BEDDING GRADATION(CLASS A) END 'W' "L" 'T' 'W' SECTION FES ES DIAMETER FT FT FT FOR WIDTH U.S. STANDARD SIEVE SIZE % PASSING, BY WEIGHT X INCH 15 3.75 5.0 2.0 1' 3" 80 - 100 (FES) 2' IN 18 INCH 4.5 6.0 20 VARIES 1 1/7 i PIPE DIA 1T RIPRAP (d50) 3/4" 2O • 90 2' M11 2' MIN i, ‘. 3/8" • RIPRAP TO EXTEND �' #4 0 - 20 WICTH7 �r l/ #16 TO TOP OF FES O- * #50 #4 REBAR W/3" "L'. 'T' FES MIN. CLEARANCE 4, 4 = 2 x d50 #100 RCP CULVERT =24- w •lr�l�� L #200 0 • 3 •� ~, �_ CONCRETE CUTOFF WALL i ��'�'l�S� •�� /� CONCRETE CONCRETE8"MIN ��°� •`� r •-ems, 'W' 2' UUUIIIIN _� �� 7 �� CONCRETE ;; " _ _ ?Y `- 8" GRANULAR CUTOFF WALL '` ^` If CUTOFF WALL k1'.--'" ----I �X��•.�• BEDDING #4 RLBAR !`' �Sa',. T'�Y�1r (SEE DETAIL) FES . �'-�� (SSA) 811 PLAN VIEW SECTIONX-X END VIEW g�1?' O CONCRETE CUTOFF WALL DETAIL PLAN RIP RAP DETAIL GEOTEXTILE FABRIC PROFILE MIRAFI FW-300 SECTION cALL 2 -BUSINESS BEFORE YOU DIG. GRADE. % DAYS IN ADVANCE OR EXCAVATE ♦ 'NO TO SCA:__ NOT TO SCALE FOR THE MARKINGOF UNDERGROUND MEMBER UTILITIES Computer File Information Index of Revisions DREXEL BARRELL8CO ENGINEE!RSSURVEYORS 710 11th WELD COUNTY Avenue As Constructed WCR 80 & 37 INTERSECTION DRAINAGE IRRIGATION DETAILS Project No./Code Crea;en0ate 1/15120z' Initials CWK ,a•: Comments I"1als GREELEY,CO. 80631 •.uVuaGed NoRevs'onaFu1Path GR60 Qate in5/?02' Irnuals CV�M D B _ • JPaSDEPARTMENT P.O. BOX 758 GREELEY. Co. 80632-0758 PHONE -(970)356-4000 FAX (970) 304-6497 111214'5-00GROAPLNSti,SHEETSW5% Revised —' Designer CWK 9 FOR CONSTRUCTION 21 41 5-00 GRTR R Drawn; Fie Name DT01.dwg Deta;ler MAB Void Sheet Number 148 OF 215 Auto0AC Verson 2018 Sale N A Units Feet Sheet Subset DETAIL Sheet Subset 1 OF 2 4737568 Pages: 30 of 30 07/21/2021 11:08 AM R Fee:$0.00 Carly Koppes, Clerk and Reoorder Weld County , CO III INFJPAViiiiNIVICILIi 141.0111114A itiskeri ilk 1111 Entity Information Entity Name* Entity ID* LARIMER AND WELD IRRIGATION O00044085 COMPANY Contract Name* EATON DITCH CROSSING AGREEMENT Contract Status CTB REVIEW ❑ New Entity? Contract ID 4959 Contract Lead* CKIMMI Contract Lead Email CKrmmr@co weld co us Contract Description* CROSSING AGREEMENT FOR THE EATON DITCH ON CR 80 JUST EAST OF CR 37 Contract Description 2 Contract Type , AGREEMENT Amount* $5,000 00 I Renewable* NO Automatic Renewal Grant IGA Department i PUBLIC WORKS Department Email CM- 'PublicWorks@weldgov corn I Department Head Email CM-PublicWor ks- DeptHead@weldgov corn County Attorney BOB CHOATE County Attorney Email BCHOATE@CO WELD CO US If this is a renewal enter previous Contract ID Requested BOCC Agenda Date* 07/07/2021 Parent Contract ID Requires Board Approval YES Department Project # GR-60 Due Date 07/03/2021 Will a work session with BOCC be required?* HAD Does Contract require Purchasing Dept. to be included? NO If this is part of a MSA enter MSA Contract ID Note the Previous Contract Number and Master Services Agreement Number should be left blank if those contracts are not in OnBase Contract Dates Effective Date Termination Notice Period Contact Information Review Date* 06/28/2021 Committed Delivery Date Renewal Date Expiration Date* 12/31/2121 Contact Info Contact Name Purchasing Purchasing Approver Approval Process Department Head JAY MCDONALD DH Approved Date 06/28/2021 Final Approval BOCC Approved BOCC Signed Date BOCC Agenda Date 07/07/2021 Originator CKIMMI Contact Type -- --- - - - - - - I Contact Email Contact Phone 1 Contact Phone 2 Purchasing Approved Date Finance Approver BARB CONNOLLY Legal Counsel BOB CHOATE Finance Approved Date 06/28/2021 Tyler Ref # AG 070721 Legal Counsel Approved Date 06/28/2021 Hello