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Home My WebLink About20212458.tiffRESOLUTION RE: APPROVE IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT ACCORDING TO POLICY REGARDING COLLATERAL FOR IMPROVEMENTS, AUTHORIZE CHAIR TO SIGN, AND ACCEPT OFF -SITE COLLATERAL FOR USE BY SPECIAL REVIEW PERMIT, USR20-0030 - L.G. EVERIST, INC. 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, on December 9, 2020, the Weld County Board of Commissioners approved the application of Cannon Land Company, 3333 South Wadsworth Boulevard, Suite D-208, Lakewood, Colorado 80227, c/o L.G. Everist, Inc., 7321 E. 88th Avenue, Suite 200, Henderson, Colorado 80640, for a Site Specific Development Plan and Use by Special Review Permit, USR20-0030, for Open Mining (sand, gravel, stone, topsoil, overburden and borrow materials) and processing of minerals. Also included are portable (temporary) concrete and asphalt batch plants, concrete and asphalt recycling, a mine office/scale house and scale, a fueling/lubricating station, portable generators, mobile mining equipment parking and storage, employee and vendor parking, and more than two (2) conex containers for storage of products for plant operations and maintenance in the A (Agricultural) Zone District, on the following described real estate, being more particularly described as follows: All east of the railroad, including part of the NE1/4 SE1/4 of Section 7; SW1/4 of Section 8; NW1/4 of Section 17; the SE1/4 and parts of the SW1/4, NE1/4 and the NW1/4 of Section 18; parts of the NE1/4 of Section 19; all within Township 2 North, Range 66 West of the 6th P.M., Weld County, Colorado WHEREAS, pursuant to certain Conditions of Approval, the Board has been presented with an Improvements and Road Maintenance Agreement According to Policy Regarding Collateral for Improvements between the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, and L.G. Everist, Inc., with further terms and conditions being as stated in said agreement, and WHEREAS, the Board has been presented with Performance Bond #107440727 from Travelers Casualty and Surety Company of America, One Tower Square, 2SHS, Hartford, Connecticut 06183, in the amount of $2,293,210.00, and WHEREAS, after review, the Board deems it advisable to approve said agreement and accept said Performance Bond as stated above, copies of which are attached hereto and incorporated herein by reference. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the Improvements and Road Maintenance Agreement According to Policy Regarding Collateral for Improvements between the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, and L.G. Everist, Inc., be, and hereby is, approved. 4759462 Pages: 1 of 156 CC II-CrP/DAhrm/KR/Ko) 09/CarlZy4Koppes,1Cie5 Rnd Recorrder,,®Weld County , CO 1014 2.1 2021-2458 PL277575 IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT (USR20-0030) - L.G. EVERIST, INC. PAGE 2 BE IT FURTHER RESOLVED that Performance Bond #107440727 from Travelers Casualty and Surety Company of America, in the amount of $2,293,210.00, be, and hereby is, accepted. 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 16th day of August, A.D., 2021. BOARD OF COUNTY COMMISSIONERS ,,��,,// WELD COUNTY, COLORADO ATTEST: d,sti..�C it4: EXCUSED Steve Moreno, Chair Weld County Clerk to the Board BY: APP Deputy Clerk to the Board ounty Attorney Lori S• ine Date of signature: og/27/,2( 4759462 Pages: 2 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO rfi' Mk III 2021-2458 PL2775 .1753 BOARD OF COUNTY COMMISSIONERS PASS -AROUND REVIEW PASS -AROUND TITLE: BOCC Agenda Item - Approve Improvements and Road Maintenance Agreement for: L.G. Everist, Inc. — USR20-0030 DEPARTMENT: Public Works DATE: August 3, 2021 PERSON REQUESTING: Jazmyn Trujillo -Martinez Brief description of the problemlissue: The Department of Public Works received a request from the applicant, L.G. Everist, inc., requesting that the Board of County Commissioners consider approving the Improvements and Road Maintenance Agreement for (USR20-0030). Collateral is required with this agreement in the amount of $2,293,210.00. Collateral has been provided in the form of a Performance Bond, Bond No. 107440727, issued by Travelers Casualty and Surety Company of America. Weld County Public Works, Planning Services and the County Attorney's Office have reviewed the above mentioned signed original document and observed the following: • All Public Works related items, of the "Improvements & Road Maintenance Agreement According To Policy Regarding Collateral For Improvements", are found to be acceptable. • This Agreement complies with the terms of the Use by Special Review Permit Resolution, as signed by the Board of County Commissioners. What options exist for the Board? (include consequences, impacts, costs, etc. of options): 1. Have this BOCC Hearing item be placed on the next available agenda as part of the Consent Agenda. 2. Have this BOCC Hearing item be placed on the next available agenda as part of the Regular Agenda. Recommendation: Option 2. The Departments of Public Works, Planning Services and the County Attorney's Office are recommending approval of the Improvements & Road Maintenance Agreement According To Policy Regarding Collateral For Improvements for USR20-0030, and that this item be placed on the next regularly scheduled BOCC Hearing, as part of the Regular Agenda. Perry L. Buck Mike Freeman Scott K. James, Pro -Tern Steve Moreno, Chair Lori Saine Approve Schedule Recommendation Work Session Other/Comments: 2021-2458 PLO -17S L. G. EVERIST, INC. CORPORATE OFFICE 350 S MAIN AVE, SUITE 400 SIOUX FALLS, SD 57104 MOUNTAIN DIVISION 7321 E 88Th AVE., SUITE 200 HENDERSON, CO 80640 WWW.LGEVERIST.COM July 28, 2021 Jazmyn Trujillo -Martinez Development Review Weld County Public Works 1111 H Street, P.O. Box 758 Greeley, CO 80632 RE: Ragsdale Reservoirs, USR20-0030 - Performance Bond for Improvements Agreement Dear Jazmyn: The applicant, L.G. Everist, Inc., respectfully submits the required Off -Site Improvements Collateral ($2,293.210)required by the Improvements and Road Maintenance Agreement for Ragsdale Reservoirs, USR20- 0030. The bonding company is Travelers Casualty and Surety Company of America. The collateral is in the form of one (1) Performance Bond (Bond No. 107440727), which has four (4) counterparts. If you have any questions, or need anything else to finalize the Improvements and Road Maintenance Agreement, please contact me (cell -303-514-2778, office -303-286-2247, email-Imshults@lgeverist.com). Sincq,rely, Lyrlfi Mayer Shults Regulatory Manager cc: Matthew Noteboom, L.G. Everist, Inc. Stevan O'Brian, Environment, Inc. Mike Refer, Hilltop Resource Solutions LLC Kim Ogle, Weld County Planning Attached: - Performance Bond for BOCC of Weld County, Colorado (4 counterparts) RR -Weld -US R20 -0030 -IA -I mprovementsAgmt-BON D-coverltr-J u Iy2021 BOND NO. 107440727 PERFORMANCE BOND FOR BOARD OF COUNTY COMMISSIONERS OF WELD COUNTY, COLORADO KNOW ALL PERSONS BY THESE PRESENTS, that (name)L.G Everist, Inc. , (address)7321 E. 88th Avenue, Suite 200, Henderson, Colorado 80640 , a (corporation, limited liability company, etc.) Corporation , organized under the laws of the State of South Dakota , with its principal office located at (address)350 South Main Ave., Suite 400, Sioux Falls, South Dakota, 57104 , hereinafter called "Principal", and (name of surety)Travelers Casualty and Surety Company of America , of (address of surety)One Tower Square, 2SHS, Hartford, Connecticut 06183 , hereinafter called "Surety" are held and firmly bound unto Board of County Commissioners of Weld County, Colorado, on behalf of Weld County, Colorado, hereinafter called "Obligee" in the full and penal sum of Two Million Two Hundred Ninety Three Thousand Two Hundred Ten and NO/100 Dollars ($2,293,210.00 ), lawful money of the United States for the payment of which well and truly made, we bind ourselves, our heirs, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the above -bound Principal has obtained or is about to obtain from the Obligee a land use permit, namely (insert the specific permit and number - USR, SPR etc) USR20-0030 , and pursuant to the requirements of said permit, has entered into an Improvements Agreement, dated 25 day of May, 2021 , with Obligee, and WHEREAS, The Improvements Agreement requires Principal to obtain a performance bond in an amount equal to the total cost of the improvements for which Principal is responsible and naming Obligee as beneficiary, and WHEREAS, the value of improvements for which Principal is responsible equals Two Million Two Hundred Ninety Three Thousand Two Hundred Ten and NO/100 Dollars , ($2,293,210.00 ), and WHEREAS, at completion of the Project Collateral phase of the Agreement, the amount of this Bond shall be reduced, by rider, to 15% of the original amount throughout the Warranty Collateral phase of the Bond, and shall be held in total by the County for two (2) years following its written acceptance of the improvement(s). NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if Principal shall well, truly and faithfully perform its duties, and all of its undertakings, covenants, terms, and conditions as set forth in the Improvements Agreement, and if Principal shall satisfy all claims and demands set forth in said agreement, and shall fully indemnify and save harmless Obilgee from all costs and damages which it may suffer by reason of Principal's failure to perform as agreed, and shall reimburse and repay Obligee all outlay and expense which Obligee may incur in making good any default, then this obligation shall be null and void; PROVIDED FURTHER, that if Principal shall default in any of its obligations set forth in the Improvements Agreement, and thereafter fail to fully indemnify and save harmless Obilgee from all costs and PROVIDED FURTHER, regardless of the number of years this Bond is in force, or the number of continuation certificates issued, the liability of the Surety shall not be cumulative in amounts from period to period and shall in no event exceed the amount set forth above, or as amended by rider; PROVIDED FURTHER, that Surety, for value received hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Improvements Agreement to the work to be performed thereunder, shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Improvements Agreement. PROVIDED FURTHER, this bond is NONCANCELLABLE, and shall renew annually automatically, from the date of this bond until its release by Obligee, to guarantee that Principal shall well, truly and faithfully perform its duties, and all of the undertakings, covenants, terms, and conditions set forth in the Improvements Agreement, and any extensions thereof which may be granted by Obligee with or without notice to Surety. The parties to this Performance Bond acknowledge that through the Improvements Agreement, Obligee reserves the right to require Principal to obtain a different Performance Bond from a financial institution other than Surety in the event that the rating of Surety by AM Best falls below a B+ rating. IN WITNESS WHEREOF, this instrument is executed in four (4) counterparts, each one of which shall be deemed an original, this 19 day of July , 2021. L.G Everist, Inc. Principal By: ,21A„ %757;4 Principal Secretary/Witness Title (SEAL) itness as to 2)Lc ress Address Surety Travelers Casualty and Surety Company of America Surety By: Shannon Klein , Attorney -in -Fact 11516 Miracle Hills Drive, Suite 100 Address Omaha, NE 68154 Address IMPORTANT: Surety company executing bond must appear on the Treasury Department's most current list (Circular 570 as amended) and be authorized to transact business in the State of Colorado. Bond must be accompanied with Attorney -in Fact's authority from the surety company certified to include the date of the bond. 7RAVELERST Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Shannon Klein of Omaha, Nebraska, their true and lawful Attorney -in -Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 3rd day of February, 2017. State of Connecticut By: City of Hartford ss. 'Robert L. Raney, Se oh(" r Vice President On this the 3rd day of February, 2017, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. In Witness Whereof, I hereunto set my hand and official seal. My Commission expires the 30th day of June, 2021 Marie C. Tetreault, Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect. Dated this 19th day of July , 2021 Kevin E. Hughes, Assi tent Secretary To verify the authenticity of this Power of Attorney, please call us at 1-800-421-3880. Please refer to the above -named Attorney -in -Fact and the details of the bond to which the power is attached. IMPROVEMENTS & ROAD MAINTENANCE AGREEMENT ACCORDING TO POLICY REGARDING COLLATERAL FOR IMPROVEMENTS L.G. Everist, Inc. — USR20-0030 THIS IMPROVEMENTS & ROAD MAINTENANCE AGREEMENT ("Agreement) is made this 2$ day of , 202f, by and between L.G. Everist, Inc. ("LGE"), 7321 E. 88th Avenue, Suite 200, Henderson, Colorado 80640, as lessee of property owner Cannon Land Company ("Cannon"), 333 South Wadsworth Boulevard, Suite D-208, Lakewood, Colorado, 80640, collectively hereinafter referred to as "Property Owner," authorized to do business in the State of Colorado, and the County of Weld, a body corporate and politic of the State of Colorado, by and through its Board of County Commissioners, whose address is 1150 "O" Street, Greeley, Colorado 80631 hereinafter referred to as "County." WITNESSETH: WHEREAS, Cannon is the owner of the following described property in the County of Weld, Colorado: All east of the railroad, including part of the NE1/4 SE1/4 of Section 7; SW1/4 of Section 8; NW1/4 of Section 17; All west of the railroad, including the SE1/4 and parts of the SW1/4, NE1/4 and the NW1/4 of Section 18; parts of the NE1/4 of Section 19; all within Township 2 North, Range 66 West of the 6th P.M., Weld County, Colorado hereinafter referred to as "the Property," and WHEREAS, pursuant to that Certain Lease Agreement for Mining and Reservoir Construction entered into by and between Cannon and LGE dated October 28, 2019, Cannon leased the Property to LGE for a period of at least twenty (20) years, pursuant to which Property Owner has applied for USR20-0030, and WHEREAS, Property Owner has received Board of County Commissioner approval of USR20-0030, and WHEREAS, Property Owner acknowledges that the final approval of USR20-0030is conditional upon Property Owner's funding and/or construction of the off -site improvements and road maintenance described in this Agreement and depicted in the following incorporated exhibits: Exhibit A-1 — Off -Site Costs of Construction, Exhibit B-1 — Off -Site Construction Schedule, Exhibit A-2 — Future Improvements Costs of Construction, to be attached if/when triggered pursuant to Part I, B.3.0, below Exhibit B-2 — Future Improvements Construction Schedule, to be attached if/when triggered pursuant to Part I, B.4.0, below Exhibit C — Construction Plans, to be attached pursuant to Part I, A.3.0, below Exhibit D — Plat Map (recorded simultaneously with this Agreement), and WHEREAS, Property Owner acknowledges they may not operate as described in USR20-0030 until said improvements have been completed and accepted by County, and L.G. Everist, Inc. — USR20-0030 - OFFSIA21-0002 Page 1of14 01©02/-07168 WHEREAS, Property Owner acknowledges that pursuant to the provisions of Weld County Code Sec. 23-2-290, the failure to commence construction of the improvements outlined herein within three (3) years of the approval of USR20-0030 may result in the revocation or suspension of USR20-0030, upon consideration and order of the Board of County Commissioners, and WHEREAS, the parties agree that the Property Owner shall provide collateral for off -site improvements as required by this Agreement when the Board of County Commissioners approves this Agreement. NOW, THEREFORE, IN CONSIDERATION OF the foregoing and of the promises and covenants contained herein, the parties hereto promise, covenant, and agree as follows: PART I: SITE SPECIFIC PROVISIONS A. Off -Site Improvements (as required by the BOCC): The Property Owner shall be responsible for the construction of certain off -site safety improvements as identified in the USR hearing Resolution, which may include, but are not limited to: construction of adequate turning radii of sixty (60) feet at the main entrances and exits which extend into County road Rights -of -Way (ROW) connecting to the County road system, and off -site drainage and signage installations, as indicated on the accepted Exhibit D and future Exhibit C, as required. On -Site improvements that create more run-off than the historical amount may require off -site drainage improvements to roads and ROW. Any approved access point(s) improvements will include standard County approved tracking control, and may include a double cattle guard set (one right after the other), placed back to back across the entire width of the access, to ensure a complete revolution of the truck tires in order minimize the tracking of mud and debris onto the adjacent County road. Additional Off -Site Improvements to be constructed by the Property Owner prior to mining the west side of US Highway 85 are: 1. Design and construct a County and CDOT accepted access with 3/4 movement at the intersection of US Highway 85 and USR20-0030 approved access/private road which aligns with the Weld County Road 20, in accordance with the US Highway 85 Access Control Plan (ACP), providing all construction materials and meeting the CDOT standards and CDOT specifications for Road and Bridge Construction. 2. Design and construct a County and CDOT accepted northbound left -deceleration turn lane on US Highway 85 that includes an additional 200 feet of vehicle storage on top of the standard requirement (or approved safe length as approved by County and CDOT), 2 providing all construction materials and meeting the CDOT standards and CDOT o specifications for Road and Bridge Construction. 3. Design and construct a County and CDOT accepted southbound right -deceleration AL auxiliary turn lane on US Highway 85, providing all construction materials and meeting to the CDOT standards and CDOT specifications for Road and Bridge Construction. In 0 w4- — 4. Design and construct a County and CDOT accepted southbound right -acceleration ° in auxiliary turn lane on US Highway 85, providing all construction materials and meeting et ix 2r the CDOT standards and CDOT specifications for Road and Bridge Construction. �a b a ei L 5. Design and construct a County and CDOT accepted island median to prevent left-hand m�� movements from the approved USR20-0030 access point and CR 20, providing all ."0Z N y N� ZE mom' �No L.G. Everist, Inc. — USR20-0030 - OFFSIA21-0002 obi aM Page2of14 ^��= construction materials and meeting the CDOT standards and CDOT specifications for Road and Bridge Construction. 1.0 Road Improvements Responsibilities. Property Owner is solely responsible for the required off -site designated improvements. These responsibilities may include but are not limited to the following: design, surveys, utility locates, acquisition of ROW, dedication of ROW, ROW and Access Permits and fees, coordination with oil and gas operators and facilities and affected irrigation facilities, and utilities, traffic control, and project safety during construction. Property Owner shall obey all applicable regulations issued by OSHA, CDOT, CDPHE, and other federal, state, or county regulatory agencies. 2.0 Cost of Construction Exhibit. The cost of construction estimates (engineer's estimate) identified as Exhibit A-1 details the costs used in determining the collateral requirement for the off -site improvements related to the development. A registered Colorado Engineer must sign and stamp the construction cost Exhibit A-1. If more than three (3) years have passed since the last construction cost estimate was provided, the Property Owner shall provide an updated construction cost estimate prior to the start of construction. 3.0 Construction Schedule Exhibit. Exhibit B-1 indicates the construction schedule for off -site improvements, including an anticipated completion date. Property Owner shall not commence construction of any improvements, record plat, or receive any permitting prior to approval of this Agreement. Exhibit C is incorporated herein. Property Owner shall receive the appropriate Grading Permit, Access Permit, and/or ROW Permit, if applicable, prior to construction or operation. Property Owner shall substantially complete all improvements in accordance with Exhibit B-1 in order to request the warranty period begin in accordance with Part 2, Section C of this Agreement. In the event that the construction schedule is not current, the Property Owner shall submit a revised construction schedule. 4.0 Off -site Improvements Collateral. As required, collateral is accepted and released by the Board of County Commissioners pursuant to the Weld County Code. Additional information about collateral is outlined in Part II.B of this Agreement. 5.0 As -Built Plans. "As -built" plans shall be submitted at the time the letter requesting release of collateral is submitted or once the Property Owner has completed improvements as described in Part II.B, Subsection 3.2.3, of this Agreement. Property Owner shall also provide an electronic copy of the as -built drawings. The as -built drawings shall be stamped, signed, and dated by a licensed and registered Professional Land Surveyor or Professional Engineer. B. Future Off -Site Improvements: o U O U _ ao2 +!!•LZ e co - 1e) „Ey 01 Y Pi ft! — wet) — e --r maawt4� Itiw•= ereo� 1.0 Traffic Triggers. When the traffic associated with the Use by Special Review Permit reaches certain safety thresholds as set forth in this agreement, the Property Owner shall design, and construct required road improvements based on the amount of traffic being generated by the site. The Property Owner's development does not currently meet the traffic safety triggers requiring the improvements specified below; however, off -site, or phased improvements may be warranted in the future. 1.1 Property Owner shall submit an updated traffic impact study prior to the mining operation of USR20-0030 on the east side of Highway 85 and adjacent to CR 22. 1.2 Property Owner shall be required to design, obtain right-of-way, and relocate utilities if needed, and construct said auxiliary lanes into their site if/when all traffic to/from the Property meets the following traffic triggers: 4759462 Pages : 5 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII1 A ith NONA aMADWININi 1I II L.G. Everist, Inc. — USR20-0030 - OF ,I, 21-0002 Page 3 of 14 • Property Owner shall design and construct a left deceleration/turn lane on CR 22 whenever traffic exceeds 10 vehicles per hour (VPH) turning left into the Property for an average daily peak hour. • Property Owner shall design and construct a right deceleration/turn lane on CR 22 whenever traffic exceeds 25 VPH turning right into the Property for an average daily peak hour. • Property Owner shall design and construct a right acceleration lane on CR 22 whenever traffic exceeds 50 VPH turning right out of the Property for an average daily peak hour. • Property Owner shall design and construct a left acceleration lane on CR 22 whenever such a lane would be a benefit to the safety and operation of the roadway. The County, in its reasonable discretion, shall determine if a left acceleration lane is required. • Property Owner shall comply with any potential needed safety improvements to US Highway 85, including but not limited to Access Control Plans completed by CDOT. • Property Owner shall comply with any potential needed safety improvements to US Highway 85, after the life of the mine, as it related to the conversion of the CR 20 intersection to Right-in/Right-out as required by the US -85 Planning and Environmental Linkages (PEL) Study conducted by CDOT. 2.0 Property Owner's Responsibilities regarding Future Triggers. During the term of this Agreement, Property Owner is solely responsible for the cost and construction of required improvements. These responsibilities may include but are not limited to the following, as applicable: design, surveys, utility locates, acquisition of ROW, dedication of ROW, ROW and Access Permits and fees, coordination with oil and gas operators and facilities and affected irrigation facilities and utilities, traffic control, and project safety during construction. Property Owner shall obey all applicable regulations issued by OSHA, CDOT, CDPHE, and other federal, State, or County regulatory agencies. ere 3am- %-461 ▪ • otl -- er 2 Et3 pMaw U laid. • Na! ova o et 0 L 3.0 Cost of Construction Exhibit. When any trigger is met, the Property Owner shall submit Exhibit A-2 within six (6) months of being notified regarding the need for the triggered improvements, indicating the cost of construction estimates (engineer's estimate) to detail the costs used in determining the collateral requirement for the development. Construction costs must be obtained through a registered Colorado Engineer. A registered Colorado Engineer must sign and stamp the construction cost exhibit for sites that have project collateral. New or additional collateral may be required for the triggered improvements. If required, collateral shall be submitted at the same time as Exhibit A-2. Exhibit A-2 shall be attached to this Agreement and incorporated herein once approved by the County. P30- 4.0 Construction Schedule Exhibit. When any trigger is met, the Property Owner shall submit Exhibit B-2 within six (6) months of being notified regarding the need for the triggered improvements, a' indicating the construction schedule, and including completion date for the improvements. Property owner g i shall not commence construction of improvements prior to approval of the Construction Plans and receipt• m a of the appropriate Grading Permit, Access Permit, and/or ROW Permit. Property Owner shall complete all m 3 aw improvements in accordance with the construction schedule exhibit. The construction of the triggered improvements shall be completed within the specified timeframe, which may not exceed three (3) years °ea from the date the trigger is first met and shall be completed as follows: Year 1 design deadline; Year 2 1°4 ROW/Utilities; Year 3 Construction. Property Owner shall collateralize 100% of the cost of the construction ins improvements, including design, right-of-way, and utility relocation cost within six months of being e:g notified of meeting the triggers. Exhibit B-2 shall be attached to this Agreement and incorporated herein °- once approved by the County. _z NIrm • Nmna.� (ONo L.G. Everist, Inc. — USR20-0030 - OFFSIA21-0002 Page 4 of 14 5.0 Collateral. Collateral for any additional improvements required by the triggers may be required by the Board of County Commissioners, hereinafter referred to as the BOCC. Collateral is accepted and released by the BOCC pursuant to the Weld County Code. Additional information about collateral is outlined in Part II.B of this Agreement. 6.0 As -Built Plans. "As -built" plans shall be submitted at the time the letter requesting release of collateral is submitted or once the Property Owner has completed improvements as described in Part II.B, Subsection 3.2.3, of this Agreement. Property Owner shall also provide an electronic copy of the as -built drawings. The as -built drawings shall be stamped, signed, and dated by a licensed and registered Professional Land Surveyor or Professional Engineer. C. Haul Routes: The Property Owner shall be financially responsible for its proportional share of the associated costs for maintaining and/or improving designated haul/travel routes. 1.0 Haul Routes. The following roads are designated as haul/travel routes for the Property: 1) CR 22 between Highway 85 and approved site access in Phase 2 of USR20-0030. 2.0 Haul trucks shall enter and exit the site at the approved access(es) on Highway 85 or CR 22 and remain on paved roadways for further dispersal. Any County roads used by USR20-0030 traffic may become part of the established haul/travel routes. 3.0 Weight Limits. No travel vehicles may exceed CDOT required specifications for pounds -per -axle and axle configurations unless overweight permits have been applied for and granted. 4.0 Temporary Deviations. In unusual or rare occasions, if projects mandate deviation from the above - mentioned haul/travel route for a limited period (six months or less), the Weld County Department of Public Works may authorize, in writing, the deviation. In that circumstance, haul/travel vehicles will utilize paved County roads whenever possible. A deviation from the established haul/travel route lasting more than six (6) months, or requests for one (1) or more deviations within a twelve (12) -month period shall authorize the County to change the haul/travel routes designated herein, and provide notice to the Property Owner. 0 g (.3 3 2 O U 5.0 Haul Route Signage. Property Owner shall install travel route signs, if applicable, as per Manual of Uniform Traffic Control Devices standards, at all exit points of the Property which can be clearly seen by drivers leaving the facility and which clearly depict County approved travel routes. 6.0 No Deviation from Permitted Haul Routes. Except as authorized by the BOCC pursuant to this Agreement, no use of any roads other than those specifically authorized for use in this Agreement is permitted without the prior written amendment of this Agreement. yr� D. Maintenance Requirements: �B _- L 0 . L. -� LLo -- "WO= 2 aN� e+U N la goNo a 1.0 Off -site recurring maintenance, if applicable, as required by the Board: 1.1 Property Owner shall take on the full, sole responsibility of the maintenance of the accepted island median and associated pork chops constructed as part of the approved USR20-0030 improvements for the life of USR20-0030 while operating on the west side of Highway 85. 2.0 Repair. Property Owner shall be financially responsible for its proportional share of excavation, patching, and pavement repair on designated haul/travel routes. The amount and extent of repair and paving L.G. Everist, Inc. — USR20-0030 - OFFSIA21-0002 Page 5of14 • 2 U L •4I OtiC U i 01.3 -E2 to w •-+ - L aj O•og a' eln L 9.140 BU u ■� w I 01N a• If) measures will be determined by site -specific conditions at the time, as reasonably determined exclusively by County personnel. 3.0 Need for Immediate Repairs: In the event of damage to a designated haul/travel route by project traffic that causes an immediate threat to public health and safety or renders the road impassible ("Significant Damage"), County shall, after inspection, notify Property Owner of such Significant Damage. Property Owner shall identify the repair required and shall consult with County on the extent, type, timing, materials and quality of repair (i.e. temporary versus permanent) within twenty-four (24) hours after receipt of such notice and shall commence such repair within forty-eight (48) hours after receipt of such notice. If Property Owner identifies Significant Damage prior to receiving notice thereof from County, Property Owner may commence repair of such Significant Damage and shall concurrently notify County of the extent, type, timing, materials, and quality of repair (i.e. temporary versus permanent). 4.0 Repair of Road: On or before December 31, of the calendar year in which County staff has determined through site analysis and/or pavement testing that a particular haul/travel route road portion will require paving measures in order to protect the public health, safety, and welfare, and the County has budgeted sufficient funds for the following calendar year to pay its share of the Off -Site Improvement/Repair Costs, County shall notify Property Owner in writing that the Off -Site Improvements/Repairs shall be undertaken. Within ninety (90) days of its receipt of County's notice of the need to undertake the road maintenance repairs and/or improvements, Property Owner shall submit Off -Site Construction Plans and Cost Estimates to County for review. Property Owner shall have sole responsibility for the completion of the repairs and/or improvements on or before December 15, of the year following County's notice of the need for repairs. 4.1 In County's sole discretion, County may undertake the repairs and/or improvements. Property Owner's payment for its Proportionate Share of the road repairs/improvements will be calculated as determined in this Agreement. Property Owner will be invoiced accordingly for those proportional share costs. 5.0 Calculation of Property Owner's Proportional Share of Costs. The County shall notify Property Owner of County's preliminary determination and assessment of Property Owner's proportional share of costs of maintenance, repair, or improvements to Property Owner's designated haul/travel routes. Prior to County's final determination and assessment, County shall provide Property Owner with a reasonable opportunity to review, comment upon and supplement County's data, collection methodology, and determinations. The County shall review and consider Property Owner's input prior to making a final determination and assessment. The County shall have sole responsibility for determination of Property Owner's proportional share of costs. Property Owner agrees to pay such proportional share of costs within 30 days of receiving an invoice from County provided such invoice is prepared in accordance with the terms of this subsection (D) 5.0. 6.0 Annual Road Inspection. County may conduct a road inspection annually with the cooperation of Property Owner and all other Property Owners and/or Lessees who are required by County to participate in road improvement/maintenance agreements for the haul routes designated in this Agreement. As a result of the annual inspection, County, in its sole discretion, shall determine actual conditions and shall further determine what road repair/improvement/maintenance work is to be performed during that construction season. Notification to the Property Owner of the required roadway repairs will be given as soon as the data becomes available. 7.0 Notification. The County shall notify Property Owner of County's preliminary determination and assessment of Property Owner's proportionate share of costs of maintenance, repair, or improvements to Property Owner's designated haul/travel routes. Prior to County's final determination and assessment, L.G. Everist, Inc. — USR20-0030 - OFFSIA21-0002 Page 6 of 14 8 Et C U y G._, '— 0 • r_a ILU ao re aoato_a 6►i dmo� 0U f�a O y �No 044 ' .0aIM County shall provide Property Owner with a reasonable opportunity to review, comment upon and supplement County's data, collection methodology, and determinations. The County shall review and consider Property Owner's input prior to making a final determination and assessment. PART II: GENERAL PROVISIONS A. Engineering and Construction Requirements: 1.0 Engineering Services. Property Owner shall furnish to County, at its own expense, all engineering services in connection with the design and construction of the off -site improvements and all on -site drainage -related structures if required by any Municipal Separate Storm Sewer System (MS4) permit, as identified on the accepted Construction Plans and according to the construction schedule set forth in the construction schedule exhibits. The required engineering services shall be performed by a Professional Engineer and Land Surveyor registered in the State of Colorado and shall conform to the standards and criteria established by the County for public improvements. The required engineering services shall consist of, but not be limited to: surveys, designs, plans and profiles, estimates, construction supervision, and the submission of necessary documents to the County. 2.0 Rights -of -Way and Easements. Before commencing the construction of any off -site improvements herein agreed upon for public ROW or easements, Property Owner shall acquire, at its sole expense, good and sufficient ROW and easements made necessary for the improvements. The County will not exercise eminent domain on behalf of Property Owner. All such ROW and easements for the construction of roads to be accepted by the County shall be conveyed to the County on County -approved forms and the documents of conveyance shall be furnished to the County for acceptance with express written authority of the BOCC and recording. 3.0 Construction. Property Owner shall furnish and install, at its own expense, the improvements (and any drainage -related structures required by any MS4 permit) identified on the accepted Exhibits and shall be solely responsible for the costs listed on the cost of construction exhibits, with the improvements being completed also in accordance with the schedule set forth in the construction schedule exhibits. The BOCC, at its option, may grant an extension of the time of completion set forth in construction schedule exhibits stated herein upon application by the Property Owner. Said construction shall be in strict conformance to the plans and drawings accepted by the County and CDOT and the specifications adopted by the County and CDOT. 4.0 Testing. Property Owner shall employ, at its own expense, a qualified testing company previously approved by the County and CDOT to perform all testing of materials or construction; and shall furnish copies of test results to the County and CDOT. If County or CDOT discovers inconsistencies in the testing results, Property Owner shall employ at its expense a third -party qualified testing company approved by County and CDOT. Such third party shall furnish the certified results of all such testing to the County and CDOT. At all times during said construction, the County and CDOT shall have the right to test and inspect material and work, or to require testing and inspection of material and work at Property Owner's expense. Any material or work not conforming to the approved plans and specifications, including but not limited to damages to property adjacent to the construction plan area shall be repaired, removed or replaced to the reasonable satisfaction of the County and CDOT at the expense of Property Owner. 5.0 Construction Standards. Design and construction of all off -site improvements shall conform to the current version of CDOT's "Standard Specifications for Road and Bridge Construction" and the Weld County Engineering and Construction Criteria. L.G. Everist, Inc. — USR20-0030 - OFFSIA21-0002 Page 7 of 14 z 0 U >. of U ea ogji - UL0_ Co a 0 ea IL▪ O -. e+ y a- awft o) N ermaINN 6.0 Traffic Control. Prior to any construction in County and/or State ROW, and as a condition of issuance of any ROW or Access Permit, the Property Owner shall submit a traffic control plan for County review. During construction, appropriate safety signage shall be posted in accordance with the then -current version of the Manual of Uniform Traffic Control Devices. B. Collateral: 1.0 General Requirements for Collateral. Property Owner shall provide to County the necessary collateral to guarantee all of Property Owner's obligations under this Agreement: (1) Project Collateral is required for completion of off -site improvements, as described in this Agreement; (2) Warranty Collateral is required for all off -site improvements during the two-year warranty period. Collateral acceptance and release are governed by the Weld County Code. 1.1 Project Collateral shall be submitted to guarantee completion of off -site improvements identified in the Exhibits. Project Collateral must be submitted in an amount equal to 100% of the value of the improvements, as calculated in the cost of construction exhibits. Project Collateral must be submitted at the time of execution of the Agreement, unless otherwise directed by the Board of County Commissioners. In the event that Property Owner fails to adequately complete the required improvements, County may, in its sole discretion, access Project Collateral for the purpose of completing such improvements. It may be necessary to provide additional collateral in the event the cost estimate is older than three (3) years. NO WORK SHALL COMMENCE UNTIL PROJECT COLLATERAL HAS BEEN SUBMITTED AND ACCEPTED BY THE COUNTY. 1.2 Warranty Collateral shall be submitted and held by the County until release after the two- year warranty period following the County's initial approval of the improvements. Warranty Collateral shall be in an amount equal to 15% of Project Collateral. In the event that Property Owner fails to adequately complete or repair improvements during the warranty period, County may, in its sole discretion, access Warranty Collateral for the purpose of completing such improvements. 2.0 Form of Collateral. Collateral may be in the form of a letter of credit, a surety bond, or a cash deposit, subject to the requirements and restrictions of Section 2-3-30 of the Weld County Code, as that section may be amended from time to time. o� 7 0 a — l 'L O oLL 0 — i co 0 Te a Y� MNLL 0 !.� N o. O.- 3.0 Release of Collateral. Collateral shall be released in accordance with Section 2-3-30 of the Weld County Code. For collateral release, the Planning Department conducts inspections for on -site improvements, and the Department of Public Works conducts inspections for off -site improvements. 3.1 Timing of Release. Project Collateral may be released upon completion of all improvements required by the Exhibits after initial approval by the County. Warranty Collateral shall be withheld by County at the time of release of Project Collateral or may be submitted separately by Property Owner. Warranty Collateral may be released upon the approval of the County at the end of the two-year warranty period. 3.2 Request for Release of Collateral. Prior to release of collateral by Weld County for the entire project or for a portion of the project, the Property Owner must present a Statement of Substantial Compliance from an Engineer registered in the State of Colorado. The Statement of Substantial Compliance shall state that the project or a portion of the project has been completed in substantial compliance with accepted plans and specifications documenting the following: L.G. Everist, Inc. — USR20-0030 - OFFSIA21-0002 Page 8 of 14 3.2.1 The Property Owner's Engineer or his representative has made regular on -site inspections during the course of construction and the construction plans utilized are the same as those accepted by Weld County. 3.2.2 For the improvements to public rights -of -way or easements, test results must be submitted for all phases of this project as per Colorado Department of Transportation (CDOT) Schedule for minimum materials sampling, testing and inspections found in CDOT Materials Manual. 3.2.3 "As -built" plans shall be submitted at the time the letter requesting release of collateral is submitted or at such time as the Property Owner has completed improvements as shown on the Exhibit C and/or Exhibit D, and shall be stamped and approved by an Engineer registered in the State of Colorado, if an Engineer was initially required for the project. The Property Owner's Engineer shall certify that the project "as -built" is in substantial compliance with the plans and specifications as approved, or that any material deviations have received prior written acceptance from the County Engineer. 3.3 County's Response to Request for Release of Collateral. Following a written request for release of collateral, County personnel will inspect the improvements as provided in this Agreement. Upon approval, the Board of County Commissioners may release said collateral. a 0 0 o vy Acceptance of. Improvements: 1.0 Acceptance of Off -Site Improvements: Upon completion of the off -site improvements, Property Owner shall contact the Weld County Department of Public Works and request an inspection of such improvements. Upon request, County and CDOT personnel will initiate the inspection, approval, and acceptance process. 2.0 Inspection, Approval, and Acceptance Process: 2.1 Upon completion of construction of all off -site improvements as described in the Construction Plans, Property Owner shall submit to the Weld County Department of Public Works a Statement of Substantial Compliance by Property Owner's Engineer along with "as -built" drawings as required in subsection B.3.2.3, above, and shall request County inspection of the Off -Site Improvements. County and CDOT personnel shall then inspect the improvements. If the County and CDOT determines the improvements were not constructed in accordance with the Construction Plans, the County and CDOT shall direct the Property Owner to correct the deficiencies. If the County and CDOT determines the improvements were constructed in accordance with the Construction Plans, the County shall initially approve the Off -Site Improvements. 2.2 Two -Year Warranty Period. Such initial approval begins the two-year warranty period. Upon completion of the two-year warranty period, County Public Works and CDOT personnel shall, upon request by the Property Owner, inspect the subject improvements, and notify the Property Owner of any deficiencies. If any deficiencies are discovered, the Property Owner shall correct the deficiencies. County and CDOT personnel shall re -inspect the improvements after notification from the Property Owner that said deficiencies have been corrected. If the County and CDOT personnel finds that the improvements are constructed according to County and CDOT standards, he or she shall approve the improvements. Such final approval shall authorize the Property Owner to request the Board of County Commissioners to release the Warranty Collateral. L.G. Everist, Inc. — USR20-0030 - OFFSIA21-0002 Page 9 of 14 002 4 0 U`- !GI O •a rl lip ENE Cr IS al I • BU 1 .. M..= MOM go N o Ogir d'm0MI 2.3 Placement of Improvements into Service Prior to County Approval. If requested by the Property Owner and agreed by the County and CDOT, portions of the improvements may be placed in service when completed according to the schedule shown on the construction schedule exhibit, but such use and operation shall not alone constitute an approval or acceptance of said portions of the improvements. County may, at its option, issue building permits for construction for which the improvements detailed herein have been started but not completed according to the schedule shown on the construction schedule exhibit, and may continue to issue building permits so long as the progress of work on the improvements is satisfactory to the County, and all terms of this Agreement have been faithfully kept by Property Owner. D. Permits: Property Owner is required to apply for and receive all permits required by the County, CDOT, or any other applicable local, State, or federal permit, including but not limited to: 1.0 Access Permits. Property Owner shall not use any access onto any County road unless and until an aocess permit has been issued by the Department of Public Works. Public Works may condition the issuance of an updated access permit on the amendment of this Agreement if the updated access permit authorizes the use of an additional access point, or if there is a change in use of the current access point, as permitted by Article XIV of Chapter 8 of the Weld County Code. 2.0 Right -of -Way (ROW) Permits. Per Article XIII of Chapter 8 of the Weld County Code, any work occurring within County ROW requires a ROW permit issued by the Department of Public Works. No work shall occur without said ROW permit. 3.0 Transport Permits. Per Article XV of Chapter 8 of the Weld County Code, a Weld County Transport Permit is required for Extra -legal vehicles using Weld County roadways to ensure the operation and movement of Extra -legal Vehicles and Loads occurs in a safe and efficient manner. MI O U U Cr ell '-I N -3.� 4 Oit, • OIL 0 �rcY � a qd d m• .� __ .+a N! m▪ No n1 qr\--_ er IN" t, E. Enforcement and Remedies: 1.0 Violation of Terms of Agreement. If in County's reasonable opinion, Property Owner has violated any of the terms of this Agreement, County shall notify Property Owner of its belief that the Agreement has been violated and shall state with specificity the facts and circumstances which County believes constitute the violation. Property Owner shall have fifteen (15) days within which to either cure the violation or demonstrate compliance. If, after fifteen (15) days have elapsed, County believes in good faith that the violation is continuing, County may consider Property Owner to be in breach of this Agreement. .5.0 U 2.0 Remedies for Breach by Property Owner. In the event that County determines that Property Owner has violated the terms of this Agreement, and has failed to correct said violation, County may exercise any o or all of the following remedies, or any other remedy available in law or equity. `y �mm% 2.1 Access and Use of Collateral. County may access and use collateral to address the issues 23 iF ..L specific to the violation. For example, the County may access and use Project Collateral in order to O complete improvements as required by the Construction Plans, when such improvements have not " LL been completed in accordance with the Construction Schedule. .. cer2 - - 'D ocroli 2.2. Withholding Permits. County may "lock" any or all lots within the Property, which O.a m precludes the continued issuance of building permits, zoning permits, septic permits, or any other a0 permit issued by any department of the County. q Neg. 1ON 2.3 Court Action. County may seek relief in law or equity by filing an action in the Weld -� District Court or Federal District Court for the District of Colorado, except that no such civil action m N mZ.1.1 L.G. Everist, Inc. — USR20-0030 - OFFSIA21-0002 Page 10 of 14 or order shall be necessary to access collateral for the purpose of completing improvements as described above. 2.4 Revocation of USR Permit. Property Owner acknowledges that failure to comply with the terms of this Agreement constitutes cause to revoke the USR, and County may exercise this option in its sole discretion by proceeding with revocation under the then current provisions of the Weld County Code. 3.0 events: Termination of Agreement. This Agreement shall terminate upon the earliest of the following 3.1 Failure to Commence. County may terminate this Agreement upon or after revocation of the underlying land use approval under Weld County Code Section 23-2-290. However, County may still exercise all necessary activities under this Agreement that the County reasonably determines necessary to protect the health, safety, and welfare of the residents of Weld County. 3.2 Cessation of all Permit Related Activities. Termination of this Agreement shall occur upon Property Owner's complete cessation of all activities permitted by the USR including any clean up or restoration required. A partial cessation of activities shall not constitute a Termination of this Agreement, nor shall County's issuance of a partial release/vacation constitute a Termination. Unless informed in writing by the Property Owner of cessation of activities, and verified by the County, cessation shall only be presumed if the County determines that the USR has been inactive for three (3) years. Property Owner shall not be entitled to a release of Project or Warranty Collateral unless and until the improvements required by this Agreement are completed. 3.3 Execution of Replacement Agreement. This Agreement shall terminate following County's execution of a new Improvements Agreement with a new property owner or operator who has purchased the Property or has assumed the operation of the business permitted by the USR, and intends to make use of the rights and privileges available to it through the then existing USR. 3.4 Revocation of USR. This Agreement shall terminate following County's revocation of Property Owner's USR, except that the Property Owner shall only be released from this Agreement after the successful completion of all improvements required under this Agreement, which may be completed by County after accessing Property Owner's collateral if Property Owner fails to complete such improvements as required under this Agreement. F. General Provisions: 1.0 Successors and Assigns. 1.1 Property Owner may not delegate, transfer, or assign this Agreement in whole or in part, without the prior express written consent of County and the written agreement of the party to whom the obligations under this Agreement are assigned. Consent to a delegation or an assignment will not be unreasonably withheld by County. In such case, Property Owner's release of its obligations shall be accomplished by County's execution of a new Improvements Agreement with the successor owner of the property. 1.2 County's rights and obligations under this Agreement shall automatically be delegated, transferred, or assigned to any municipality which, by and through annexation proceedings, has assumed jurisdiction and maintenance responsibility over all roads affected by this Agreement. L.G. Everist, Inc. — USR20-0030 - OFFSIA21-0002 Page 11 of 14 2.0 Severability. If any term or condition of this Agreement shall be held to be invalid, illegal, or unenforceable by a court of competent jurisdiction, this Agreement shall be construed and enforced without such provision, to the extent that this Agreement is then capable of execution within the original intent of the parties. 3.0 Governmental Immunity. 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. 4.0 Amendment or Modification. Any amendments or modifications to this agreement shall be in writing and signed by both parties. 5.0 No Third -Party Beneficiary. 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. 6.0 Board of County Commissioners of Weld County 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. 7.0 Choice of Law/Jurisdiction. 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. In the event of a legal dispute between the parties, the parties agree that the Weld County District Court or Federal District Court for the District of Colorado shall have exclusive jurisdiction to resolve said dispute. 8.0 Attorneys' Fees/Legal Costs. In the event of a dispute between County and Property Owner, concerning this Agreement, the parties agree that each party shall be responsible for the payment of attorney fees and/or legal costs incurred by or on its own behalf. 9.0 Release of Liability. Property Owner shall indemnify and hold harmless the County from any and • all liability loss and damage County may suffer as a result of all suits, actions, or claims of every nature 8 and description caused by, arising from, or on account of the design and construction of improvements, and ▪ pay any and all judgments rendered against the County on account of any such suit, action or claim, and tinotwithstanding section 7.0 above, together with all reasonable expenses and attorney fees incurred by 8M. County in defending such suit, action or claim except for the liability, loss, or damage arising from the oyra intentional torts or the gross negligence of the County or its employees while acting within the scope of ,, their employment. All contractors and other employees engaged in construction of the improvements shall -; maintain adequate worker's compensation insurance and public liability insurance coverage and shall ° �� . operate in strict accordance with the laws and regulations of the State of Colorado governing occupational N •- wiI� safety and health. a as " 10.0 Binding Arbitration Prohibited. Weld County does not agree to binding arbitration by any extra- •a- m : p judicial body or person. Any provision to the contrary in this Agreement or incorporated herein by reference shall be null and void. N NiNm a Ina 0. e•+NY ~ r� r� L.G. Everist, Inc. — USR20-0030 - OFFSIA21-0002 Page 12 of 14 11.0 Authority to Sign. Each person signing this Agreement represents and warrants that he or she is duly authorized and has legal capacity to execute and deliver this Agreement. Each party represents and warrants to the other that the execution and delivery of the Agreement and the performance of such party's obligations hereunder have been duly authorized and that the Agreement is a valid and legal agreement binding on such party and enforceable in accordance with its terms. If requested by the County, Property Owner shall provide the County with proof of Property Owner's authority to enter into this Agreement within five (5) days of receiving such request. 12.0 Acknowledgment. County and Property Owner acknowledge that each has read this Agreement, understands it, and agrees to be bound by its terms. Both parties further agree that this Agreement, with the attached or incorporated Exhibits, is the complete and exclusive statement of agreement between the parties and supersedes all proposals or prior agreements, oral or written, and any other communications between the parties relating to the subject matter of this Agreement. 13.0 Conflict. Notwithstanding any other provision contained in this Agreement, for any conflict or potential conflict between any term in this Agreement and the Resolution of the Board of County Commissioners approving the underlying land use permit, the provisions of the Board's Resolution shall control. In the event of a discrepancy between this agreement and the Weld County Code in effect at the time of the agreement, the terms of the Weld County Code shall control. MN CC J O V r' m o etamr L rim Gm_ •a• •N- is — •V N �NY`� r1!aM .grBU- 4739462 Pages: 15 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO U 11 II L.G. Everist, Inc. — USR20-0030 - OFFSIA21-0002 Page 13 of 14 IM 2 w -a 7 f a O e-eo eo •rE C — a O. PROPERT WNER: L.G. Everist, Inc. By: A4 Name: /1044 1 de w , Title: V p 14O,)w fq,'vy STATE OF COLORADO ) County of Weld Date 5— ZS -2 SS. Elisabeth Rae Marquez NOTARY PUBLIC • STATE OF COLORADO Ati NOTARY ID 20204004129 MY COMMISSION EXPIRES JANUARY 30, 2024 The foregoing instrument was acknowledged before me this1Paay of may , 2021, by Matthew Noteboom, as Vice President -Mountain Division of L.G. Everist, Incorporated, a South Dakota corporation, on behalf of the corporation. WITNESS my hand and official seal. o °171‘-1 Notary Pule4jkeiT. WELD COUN TY: l� ,�,/ ATTEST: �• 4-1C/1D;tik Weld • u r ty Clerk to the : ' and BOARD OF COUNTY COMMISSIONERS WELD C JNTY, COLORADO cott'K. James, Pro-Tem AUG 1 6 2021 4759462 Pages: 16 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 1111 L.G. Everist, Inc. — USR20-0030 - OFFSIA21-0002 Page 14 of 14 oZ002/ �a*Y EXHIBIT 0 trci — =2. >. � u O 1 13 CM Owl aPe ua1 LL O NG f"1 m L. goacseram CL re IMI .-+ to N® toC 2 N o ri.%%YL L leo° 120121-01 US 85-WCR 20 Permit Project 100% Design OPC 6/9/2021 BID ITEM NO. ITEM UNIT UNIT PRICE QUANTITY COST 201-00000 CLEARING AND GRUBBING LS 515.000 1 S 15.000 202-00003 REMOVAL OF STRUCTURE (SPECIAL) LS $5 000 1 5 5 000 202-00019 REMOVAL OF INLET EA $1.000 1 S 1 000 202-00025 REMOVAL OF CONCRETE SLOPE AND DITCH PAVING SY $25 518 $ 15.450 202-00033 REMOVAL OF PIPE LF S50 111 $ 5.550 202-00220 REMOVAL OF ASPHALT MAT SY $10 3881 $ 38 810 202-00250 REMOVAL OF PAVEMENT MARKING SF $1 29932 $ 29.932 202-00810 REMOVAL OF GROUND SIGN EACH 5100 7 5 700 202-00827 REMOVAL OF PULL BOX EA $1 000 1 5 1.000 203-00010 UNCLASSIFIED EXCAVATION (COMPLETE IN PLACE) CY $20 1804 5 36 080 203-00040 UNCLASSIFIED EXCAVATION (SPECIAL) CY $100 100 $ 10.000 203-00050 UNSUITABLE MATERIAL CY $50 250 S 12.500 203-01500 BLADING HR $150 40 $ 5,000 203-01597 POTHOLING HR $250 8 $ 2.000 207-00205 TOPSOIL CY $8 726 $ 5.808 207-00210 STOCKPILE TOPSOIL CY $5 726 $ 3.630 208-00002 EROSION LOG TYPE 1 (12 INCH) LF $5 3160 $ 15,800 208-00035 AGGREGATE BAG LF S10 70 S 700 208-00045 CONCRETE WASHOUT STRUCTURE EACH $5.000 1 5 5.000 208-00051 STORM DRAIN INLET PROTECTION (TYPE 1) LF $20 104 $ 2.080 208-00070 VEHICLE TRACKING PAD EACH 52 500 2 $ 5 000 208-00103 REMOVAL AND DISPOSAL OF SEDIMENT (LABOR) HR 550 24 S 1 200 208-00105 REMOVAL AND DISPOSAL OF SEDIMENT (EQUIPMENT) HR $100 24 $ 2.400 208-00106 SWEEPING (SEDIMENT REMOVAL) HR $140 24 $ 3.360 208-00107 REMOVAL OF TRASH HR $100 24 $ 2 400 208-00207 EROSION CONTROL MANAGEMENT DAY $200 10 $ 2.000 210-00011 RESET MAILBOX STRUCTURE (TYPE 1) EA $300 4 $ 1 200 210-00013 RESET MAILBOX STRUCTURE (TYPE 3) EA 5500 1 5 500 210-00810 RESET GROUND SIGN EACH $200 1 S 200 210-00815 RESET SIGN PANEL EACH $150 2 $ 300 210-00827 RESET PULL BOX EACH $1.000 1 $ 1.000 210-01190 RESET TENSIONED CABLE BARRIER LF $20 1360 $ 27.200 210-01200 RESET END ANCHORAGE EA $1.000 3 $ 3.000 212-00006 SEEDING (NATIVE) ACRE $1,000 2.0 $ 2,000 212-00032 SOIL CONDITIONING ACRE $2,800 2.0 _ $ 5,600 213-00003 MULCHING (WEED FREE) ACRE $1,000 0.8 $ 800 216-00042 SOIL RETENTION BLANKET (BIODEGRADEABLE STRAW/COCONUT) SY $3 970,0 $ 2 910 304-06000 AGGREGATE BASE COURSE ,CLASS 6) TON 530 8036 $ 241 080 306-00010 RECONDITIONING SY $10 3223 $ 32.230 403-00720 HOT MIX ASPHALT (PATCHING)(ASPHALT) TON $180 100 5 18 000 403-33741 HOT MIX ASPHALT (GRADING S)(75)(PG 64-22) TON $100 3686 S 368.600 403-34751 HOT MIX ASPHALT (GRADING SX)(75)(PG 64-281 TON $100 1343 $ 134.300 411-10255 EMULSIFIED ASPHALT (SLOW -SETTING) GAL S5 1184 5 5 920 420-00102 GEOTEXTILE (EROSION CONTROL) (CLASS 1) SY 55 102 $ 510 506-00212 RIPRAP (12 INCH) CY $200 35 $ 7,000 507-00725 SLOPE AND DITCH PAVING (SPECIAL) LF $30 687 $ 20,610 603-02185 23X14 INCH REINFORCED CONCRETE PIPE ELLIPTICAL (CIP) LF $200 147 $ 29.400 603-02245 30x19 INCH REINFORCED CONCRETE PIPE ELLIPTICAL (CIP) LF $200 100 5 20.000 603-05118 23x14 INCH REINFORCED CONCRETE END SECTION ELLIPTICAL EACH $2,000 3 $ 6.000 603-05124 30x19 INCH REINFORCED CONCRETE END SECTION ELLIPTICAL EACH $2,000 2 $ 4.000 604-00505 INLET TYPE 0 (5 FOOT) EACH $6.000 1 $ 6.000 604-39000 MANHOLE (SPECIAL) EACH $5.000 1 $ 5.000 607-11525 FENCE (PLASTIC) LF $4 3000 S 12,000 609-20011 CURB TYPE 2 (SECTION M) LF S35 85 $ 2.975 ~ 610-00030 MEDIAN COVER MATERIAL (CONCRETE) SF $15 119 $ 1 785 612-00001 DELINEATOR (TYPE I) EACH $80 40 S 3,200 612-00002 DELINEATOR (TYPE II) EACH $80 64 $ 5.120 614-00011 SIGN PANEL (CLASS I) SF $25 45 $ 1 125 614-00012 SIGN PANEL (CLASS II) SF $25 31.0 $ 775 614-01585 STEEL SIGN SUPPORT (2-1/2 INCH ROUND SCH 80) (POST) LF $30 99 $ 2.970 614-01588 STEEL SIGN SUPPORT (2-1/2 INCH ROUND SCH 80) (SLIPBASE) EACH $400 9 $ 3,600 620-00002 FIELD OFFICE (CLASS 2) EACH $20.000 1 $ 20.000 620-00012 FIELD LABORATORY (CLASS 2) EACH $20,000 1 $ 20.000 620-00020 SANITARY FACILITY EACH 53.000 1 $ 3,000 621-00450 DETOUR PAVEMENT SY $80 1455 $ 116,400 625-00000 CONSTRUCTION SURVEYING LS $20 000 1 $ 20.000 626-00000 MOBILIZATION LS $150,000 1 5 150,000 627-00008 MODIFIED EPDXY PAVEMENT MARKING GAL $120 97 $ 11.640 627-00009 MODIFIED EPDXY PAVEMENT MARKING (INLAID) GAL $250 446 S 111 500 627-00011 PAVEMENT MARKING PAINT GAL 550 112 $ 5,600 627-30405 PREFORMED THERMOPLASTIC PAVEMENT MARKING (WORD -SYMBOL) SF $20 583 S 11 560 630-0000 FLAGGING HR $30 450 $ 13.500 630-00007 TRAFFIC CONTROL INSPECTION DAY $100 10 S 1.000 630-00012 TRAFFIC CONTROL MANAGEMENT DAY $1.000 50 5 50.000 630-00016 TRAFFIC CONTROL (SPECIAL) LS 550 000 1 $ 50,000 630-80355 PORTABLE MESSAGE PANEL EA $2,000 2 $ 4.000 630-80358 FLASH ARROW PANEL EA $1.500 2 $ 3.000 630-80370 BARRIER (TEMPORARY) LF $40 2990 $ 119.600 630-85010 IMPACT ATTENUATOR (TEMPORARY) EA 510.000 3 $ 30.000 630-85010 IMPACT ATTENUATOR (T -M -A) (TEMPORARY) EA $15 000 1 $ 15.000 TOTAL CONSTRUCTION BID ITEMS $ 1,961,210 700-00900 F/A RESET CDOT ITS FIBER FA 1 $ 10,000 700-70010 F/A MINOR CONTRACT REVISIONS FA 1 S 100.000 700-70037 FAA CONTAMINATED SOIL FA 1 $ 10 000 700-70380 F/A EROSION CONTROL FA 1 $ 2,000 700-73351 FA THIRD PARTY UNIFORMED TRAFFIC CONTROL FA 1 $ 10.000 TOTAL OPINION OF PROBABLE COST FOR CONSTRUCTION ITEMS $2.093,210 OTHER COSTS CONSTRUCTION ENGINEERING (CDO T OVERSIGHT) S 200.000 TOTAL OPINION OF PROBABLE COST FOR CONSTRUCTION 52.293.210 In providing opinions of probable construction cost, the Client understands that Felsburg Holt & Ullevig has no control over costs or the once of labor equipment or materials. or over the Contractor's methDd of pricing, and that the opinions of probable construction costs provided herein are to be made on the basis of our qualifications and experience. FHU makes no warranty expressed or implied, as to the accuracy of such opinions as compared to bid or actual costs. 4759462 Pages: 17 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO III I!jij%I 1' ''P11 IIHI I V QZO--oo3o 4747165 Pages: 16 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes Clerk and Recorder, Weld County , CO III POrd rhk MPhiNh4'LIL'JuYI4 11 III --j_ EXHIBIT .o v s C. 20 -OO 30 ID Task Mode Task Name Duration start Finish 5 June 1 30 I 6/6 16 13 16/20 I/ I 6/27 July 1 7 4 / I! 7/11 I 7/18 1 7/25 I August l 8/1 I 8/8 18/15 18/22 18/29 September I 9/5 ( 9/12 19/19 1 I 9/26 October 110/3 110/10 110/17 1 10/24 I November 110/31 111 ! 7 1_11/14 111 ! 21 H 1 1 or CDOT IIIIP4 CDOT o• Notice or + Mohilization IIIP.D Project * Clear lir+ Potholing lir.D Rem el} Exc/Place ior4 Detour or 4 Irl4 MP -D IMP 4 !4 or 4 Phase EP + Or 4 IP4 or Mr4 E'. eii or 4 Mr .D IIPI4 or4 or 4 Phase sim• UP4 or 4 IIP4 Er4 Mr 4 or 4 Detour Detour Detour Rem Set Traffic Set Sawcut Rem Strip Unclassified Exc/Place ABC Asphalt Place Roadway Rem Traffic Set Strip Sawcut Rem Unclassified Rem Pipe/Inlet and Permit Permit to Erosion Paving Cable Conc 1 Concrete Asphalt Topsoil CL Conc 2 Concrete Asphalt Detour Shift Topsoil/Shouldering Shift Median Proceed Grub 23x14 Grading Base Paving Barrier Asphalt 6 Ph Pave Asphalt 30x19 Barrier Application Application Rail Control Site SH RCP Median Barrier Mat Excavation 1 Ph Barrier Topsoil Mat Excavation Pvmt/Emb 85 Median Median Median Mat Ph RCP 1 Ph Mat Ph A2 Ph Ph 1 B2 1 Ph Ph 2 Submittal Review 1 1 Ph 2 2 Ph 0 days 20 0 days 5 days 5 days 1 day 1 day 3 days 3 days 10 3 days 3 days 2 days 2 days 2 days 22 1 day 3 days 3 days 6 days 1 day 1 5 days 2 days 5 days 4 days 1 day 3 days 40 2 days 2 days 1 day 2 days 2 days 2 2 days 5 days Mon days felon Fri Mon Mon Mon Mon Tue Tue days Fri Fri Wed Mon Wed Wed days Fri Fri Mon Tue Thu Thu Tue Fri Fri Fri Thu Thu days Tue Tue Thu Mon Fri Tue Fri Fri 7/2/21 7/16/21 7/16/21 7/30/21 7/30/21 8/6/21 8/13/21 8/20/21 9/3/21 9/10/21 9/10/21 6/7/21 Mon 6/7/21 Fri Fri 7/5/21 Fri 7/5/21 Fri 7/12/21 Mon 7/12/21 Mon 7/13/21 Thu 7/13/21 Thu Thu Tue 7/21/21 Fri 7/26/21Tue 7/28/21 Thu 7/28/21 Thu Mon Fri 8/2/21 Wed 8/3/21 Thu 8/5/21 Thu 8/5/21 Thu 8/10/21 Mon Mon Thu Wed 8/26/21 Thu 8/26/21 Mon 8/31/21 Mon 8/31/21 Wed 9/2/21 Fri 9/6/21 Mon Mon 9/7/21 Wed Mon Thu 7/2/21 7/2/21 7/9/21 7/9/21 7/23/21 7/30/21 9/3/21 6/7/21 7/12/21 7/12/21 7/15/21 7/15/21 7/29/21 7/20/21 7/27/21 7/29/21 7/29/21 8/30/2] 8/4/21 8/5/21 8/12/21 8/5/21 8/16/21 8/9/21 8/19/21 8/25/21 8/26/21 8/30/21 10/25/; 9/1/21 9/6/21 9/6/21 9/8/21 9/13/21 9/16/21 6/7/ 7/2 2 3 4 5 6 7 8 9 10 1 11 12 13 14 15 16 1 1 1 17 18 19 20 21 22 23 24 25 26 27 28 a 29 30 j 31 • 32 . 33 34 35 Project: Cannon Land Date: Tue 6/1/21 Gravel M Task Inactive Task Manual Summary Rollup External Milestone O Manual Progress Split Inactive Milestone Manual Summary Deadline Milestone ♦ Inactive Summary I1_ I Start -only C Critical `'"y Summary Manual Task Finish -only ] Critical Split Project Summary I I Duration IIIIIIIIIIIIIIIIINIII External Tasks Progress -only Page 1 4759462 Pages: 18 of 156 09/24/2021 10:05 AM ReFee:$0.00 ored : $0.0 d Countonimriy CO Carly Koppes, Clerk and � �EEEE ■III ritrierimm,ripiiiN 4747165 Pages: 17 of 154 Ca 08/18/2021 11i 2 AM A Recorder, $0Wed County CO Carly K pees C Y ROPPea� Clerk and III PPFAVIPLI:fila litclitNi19,14911,1155i III 4759462 Pages: 19 of 156 09/24/2@21 1@:05 AM A R cede �@Wed County CO Carly Koppes; Clerk ID 0 Task Mode Task Name Duration Start Finish I June 5130 I 6/6 1 6/13 1 6/20 1 I 6/27 Ju 1 y 7/4 1 7/11 1 7/18 1 7/25 August 8/1 I 8/8 1 8/15 1 8/22 I 1 8/29 September 1 9/5 1 9/12 1 9/19 I 1 9/26 October 1 10/3 110/101 10/17 1 10/241 I November 10/31 1 11/7 1 11/141 11/21 1 1 36 OP • ir4 ■4 lir 4 IWI4 MP4 EP 4 es 4 iir4 IIIP4 WCR or4 sr 4 or 4 or 4 or 4 Ir+ e• VIP 4 04 Form/Pour/Strip Chop Mr 4 Signs/Delineators/Mailboxes UP 4 Final SP 4 Final lir4 Punchlist/Cleanup/Demobe iir4 Project Rem Exc/Place ABC Asphalt Form/Pour/Strip Place Reset Rem Traffic Sawcut Rem Rem Exc/Place Unclassified ABC Form/Pour/Strip Chop Asphalt Conc CL Conc 20 Asphalt Existing CL Striping Stabilization/Seeding Completion 6 Ph Pave Median Cable Shift East Asphalt 6 Pave Slope Inlet Barrier Side 23x14 WCR 2 Rail Excavation Ph Topsoil Mat Pipe WCR and Ty 2 Conc Mat RCP 20 Pit D Ph WCR WCR 20 Entrance Ditch Mow 2 WCR 20 20 C3 WCR 20 Pork S days 1 day 5 days 4 days Strip 10 1 day 5 days 3 days 2 days 17 1 day 2 days 2 days 2 days 20 2 days 4 days 2 days 4 days Pork 2 days 5 days 5 days 3 days 5 days 0 days days days Tue Tue Thu Tue Thu Thu Tue Thu Fri 9/10/21 Thu 9/2/21 Wed 9/15/21 Wed 9/22/21 Tue 9/28/21 Tue 10/12/21Tue Tue 10/12/21 Tue 10/19/21Thu Fri 10/22/21 Mon 8/2/21 Mon 8/2/21 8/3/21 Thu 8/5/21 Thu 8/5/21 Mon 8/9/21 Wed 8/11/21 8/17/21 8/19/21 10/26/21 10/28/21 10/28/21 10/26/21Thu 11/4/21 Wed 11/10/2 Tue Fri Fri Tue 8/18/21 Tue 10/27/21 Thu 9/16/21 Thu 9/2/21 Tue 9/21/21 Mon Mon 10/11/21 10/12/2] Mon 10/21/21 Mon 8/24/21 Mon Wed 8/6/21 8/6/21 8/10/21 Mon Wed 8/24/21 Wed Wed Wed 10/28/2' Wed Wed 9/27/21 10/18/2 10/25/2' 8/2/21 8/4/21 8/16/21 11/3/21 11/3/21 11/10/2 11/10/2 37 38 39 40 T 41 , 42 :in 43 44 45 I I 46 47 48 49 50 51 52 53 ' 54 55 56 57 1 �+ 4t11/10 58 59 Project: Cannon Land Gravel M Date: Tue 6/1/21 Task Inactive Task Manual Summary Rollup External Milestone O Manual Progress Split Inactive Milestone Manual Summary Deadline • Milestone ♦ Inactive Summary 0 I Start -only I Critical - °' N' Summary Manual Task Finish -only ] Critical Split , . ii. , i .. , , Project Summary I I Duration -only alilaillia External Tasks Progress Page 2 4747165 Pages: 18 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO ivK Ni Iffild 111111 4 PM. Zone.Motz EXHIBIT USA. lo -003b CONSTRUCTION PLANS PoDI / NHS FEMA PROJECT OF NO ® YES ❑ DIVISION OF INTEREST (PoDI)? NATIONAL HIGHWAY SYSTEM? NO ❑ YES TABULATION OF LENGTH & DESIGN DATA LENGTH US 85 STA 103+81.41 TO STA 130+44.21 TOTAL (FEET) 2663 TOTAL (MILES) 0.504 DESIGN DATA MAX RADIUS (FEET) N/A MAX GRADE (%) 4 MAX S.S.D. HORIZONTAL (FEET) 645 (65 MPH) MAX S.S.D. VERTICAL (FEET) 645 (65 MPH) MAX DESIGN SPEED (MPH) 65 2040 DESIGN TRAFFIC (AADT) 36,150 2040 TRUCK % 11.3 CLEAR ZONE DISTANCE (TANGENT)(FEET) 30 100 % Plans June 2021 kE L. G. EVERIST, INC. CANNON LAND GRAVEL MINE ACCESS US 85 / WCR 20 PERMIT PROJECT STATE HIGHWAY NO. 085C WELD COUNTY A NORTH a f 2N 66W END PROJECT STA 130+44.21 *-.- O O V EAST v co IC •II 4- II III.. WCR 20 SECTION Q o O + . LINES o N a I 1 1-- 118 17 I - -- 3 r 19 20 II I I <1 Jr US 85 •t. .; O �`,;' o �1 � mm 245 4 0 t- 11li - .., BEGIN PROJECT STA 103+81.41 I ..y ,° r. f' on + 4.? F . ti, O 0 i �y S yy L V SOUTH V l N PAGE NUMBER 1 2 3 4 to 5 6 to 7 8 9 10 11 to 13 14 to 17 18 to 20 21 22 to 26 27 to 31 32 to 34 35 to 42 43 44 to 45 46 to 50 51 to 52 53 to 60 61 62 to 66 67 to 71 72 to 76 77 to 83 84 to 97 98 to 99 100 to 106 107 to 133 HORIZ. SCALE: 1 "=800' 0' 400' 800' INDEX OF SHEETS SHEET SUBSET TS - 01 SP - 01 GN - 01 SAQ-01 TAB -01 TO TAB -02 ST -01 PVT -01 TYP - 01 TO TYP - 03 GEO - 01 TO GEO - 04 EX - 01 TO EX - 03 KM -01 REM -01 TO REM -05 PL - 01 TO PL - 05 PRO - 01 TO PRO - 03 RDT-01 TO RDT-08 TRK-01 DT - 01 TO DD - 01 DR - 01 TO DR - 05 DP - 01 TO DP - 02 SW -01 TO SW -08 ET -01 EI-01 TO EI-05 EN -01 TO EN -05 EF-01 TO EF-05 UT -01 TO UT -06, DETAILS CTC-01 TO CTC-2 T- 01 TO T- 02 PL - 01 TO PL - 07 XS -01 TO XS -27 DESCRIPTION TITLE SHEET STANDARD PLANS LIST GENERAL NOTES SUMMARY OF APPROXIMATE QUANTITIES ROADWAY TABULATIONS PROJECT CONTROL SURVEY TABULATIONS SHEET ROADWAY PAVEMENT DETAIL SHEET TYPICAL SECTIONS GEOMETRIC PLANS EXISTING CONDITIONS PROJECT KEYMAP REMOVAL PLANS ROADWAY PLANS ROADWAY PROFILE ROADWAY DETAILS TRUCK TURNS DRAINAGE TAB AND DRAINAGE DETAILS DRAINAGE PLANS DRAINAGE PROFILE STORMWATER MANAGEMENT PLAN TABULATION OF EROSION CONTROL EROSION CONTROL PLANS - INITIAL EROSION CONTROL PLANS - INTERIM EROSION CONTROL PLANS - FINAL UTILITY PLANS CONSTRUCTION TRAFFIC CONTROL PLANS TABULATION OF SIGNING AND STRIPING SIGNING AND STRIPING PLANS CROSS SECTIONS SUBSURFACE UTILITY ENGINEERING PLANS PRINT DATE: 06/8/2021 1:18 PM FILE NAME: 120121DES_TITLESHT.DWG HORIZ. SCALE: 1" = 800' VERT. SCALE: N/A FELSBURG L. HOLT & ULLEVIG 6300 South Syracuse Way. Suite 600 Centennial, CO 8011 I Phone: 303.721.1440 www.FHUENG.com SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT TITLE SHEET PROJECT NO./CODE 120121-01 REVISED: DESIGNER: JMD VOID: DETAILER: SWD STRUCTURE NUMBERS SHEET SUBSET: SHEET SUBSET: TS -01 OF 01 1 4759462 Pages: 20 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO ii�h 11 111 4747165 Pages: 19 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III )j31N )ti!P'iI Y6 11111 .58:23 PM. Zane.Mo N O N N J N C O a 2012 t DES_Stan ADD \ Design \ Drawings \ 0 O d a O N cc U u) 0 0 N CONSTRUCTION PLANS PLAN NUMBER M-100-1 M-100-2 M-203-1 M-203-2 M-203-11 I M-203-12 M-206-1 M-206-2 M-208-1 M-210-1 M-214-1 M-216-1 M-412-1 M-412-2 M-510-1 M-601-1 M-601-2 M-601-3 M-601-10 M-601-11 M-601-12 M-601-20 M-603-1 M-603-2 M-603-3 M-603-4 M-603-5 M-603-6 M-603-10 M-603-12 M-604-10 M-604-1 1 M-604-12 M-604-13 M-604-20 M-604-25 M-605-1 M STANDARD TITLE STANDARD SYMBOLS (3 SHEETS) ACRONYMS AND ABBREVIATIONS (4 SHEETS) APPROACH ROADS DITCH TYPES SUPERELEVATION CROWNED AND DIVIDED HIGHWAYS (3 SHEETS) SUPERELEVATION SHEETS (2 SHEETS) EXCAVATION AND BACKFILL FOR STRUCTURES (2 SHEETS) EXCAVATION AND BACKFILL FOR BRIDGES (2 SHEETS) 17-18 TEMPORARY EROSION CONTROL (11 SHEETS) 19-29 MAILBOX SUPPORTS (2 SHEETS) 30-31 NURSERY STOCK DETAILS 32 SOIL RETENTION COVERING (2 SHEETS) 33-34 CONCRETE PAVEMENT JOINTS (5 SHEETS) 35-39 CONCRETE PAVEMENT CRACK REPAIR (4 SHEETS) (NEW, ISSUED ON OCTOBER 7. 2019) STRUCTURAL PLATE PIPE H-20 LOADING SINGLE CONCRETE BOX CULVERT (CAST -IN -PLACE) (2 SHEETS) DOUBLE CONCRETE BOX CULVERT (CAST -IN -PLACE) (2 SHEETS) TRIPLE CONCRETE BOX CULVERT (CAST -IN -PLACE) (2 SHEETS) HEADWALL FOR PIPES TYPE "S" SADDLE HEADWALLS FOR PIPE HEADWALLS AND PIPE OUTLET PAVING WINGWALLS FOR PIPE OR BOX CULVERTS (2 SHEETS) METAL PIPE (4 SHEETS) REINFORCED CONCRETE PIPE PRECAST CONCRETE BOX CULVERT (REVISED ON SEPTEMBER 10, 2020) CORRUGATED POLYETHYLENE PIPE (AASHTO M294) AND POLYPROPYLENE PIPE (AASHTO M330) 58 POLYVINYL CHLORIDE (PVC) PIPE (AASHTO M304) 59 STEEL REINFORCED POLYETHYLENE RIBBED PIPE (AASHTO MP 20) CONCRETE AND METAL END SECTIONS TRAVERSABLE END SECTIONS AND SAFETY GRATES (3 SHEETS) INLET, TYPE C INLET, TYPE D CURB INLET TYPE 4 (2 SHEETS) CONCRETE INLET TYPE 13 MANHOLES (3 SHEETS) VANE GRATE INLET (5 SHEETS) SUBSURFACE DRAINS PAGE NUMBER 1-3 4-7 8 9 10-12 13-14 15-16 40 41-42 43-44 45-46 47 48 49 50-51 52-55 56 57 60 61 62-64 65 66 67-68 69 70-72 73-77 78 PLAN NUMBER M-606-1 J M-606-13 M-606-14 M-606-15 M-607-1 M-607-2 M-607-3 M-607-4 M-607-10 M-607-15 M-608-1 M-609-1 M-611-1 M-611-2 M-614-1 M-614-2 M-615-1 M-615-2 M-616-1 M-620-1 M-620-2 M-620-1 1 M-620-12 M-629-1 M STANDARD TITLE MIDWEST GUARDRAIL SYSTEM TYPE 3 W -BEAM 31 INCHES (19 SHEETS) (REVISED ON MARCH 5, 2020) GUARDRAIL TYPE 7 F -SHAPE BARRIER (4 SHEETS) PRECAST TYPE 7 CONCRETE BARRIER (4 SHEETS) (REVISED ON AUGUST 21, 2020) GUARDRAIL TYPE 9 SINGLE SLOPE BARRIER (11 SHEETS) (REVISED ON MARCH 5. 2020) WIRE FENCES AND GATES (3 SHEETS) CHAIN LINK FENCE (3 SHEETS) BARRIER FENCE DEER FENCE, GATES, AND GAME RAMPS (7 SHEETS) (REVISED ON JULY 13, 2020) PICKET SNOW FENCE ROAD CLOSURE GATE (9 SHEETS) CURB RAMPS (10 SHEETS) CURBS, GUTTERS, AND SIDEWALKS (SHEETS) CATTLE GUARD (2 SHEETS) DEER GUARD (2 SHEETS) RUMBLE STRIPS (3 SHEETS) SAND BARREL ARRAYS (2 SHEETS) EMBANKMENT PROTECTOR TYPE 3 EMBANKMENT PROTECTOR TYPE 5 INVERTED SIPHON FIELD LABRATORY CLASS 1 FIELD LABRATORY CLASS 2 (2 SHEETS) FIELD OFFICE CLASS 1 FIELD OFFICE CLASS 2 SURVEY MONUMENTS (2 SHEETS) COLORADO DEPARTMENT OF TRANSPORTATION M&S STANDARDS PLANS JULY 31, 2019 REVISED ON FEBRUARY 16, 2021 PAGE NUMBER 79-97 98-101 102 104 105-115 116-118 119-121 122 123 127 128 129-137 138-147 148-151 152-153 154-155 156-158 159-160 161 162 163 164 165-166 167 168 169-170 My re Ron ibility is limited to the application of I e standa ALL OF THE M&S STANDARD PLANS, AS SUPPLEMENTED AND REVISE THIS PROJECT WHEN USED BY DESIGNATED PAY ITEM OR SUBSIDARY THE M&S STANDARD PLANS USED TO DESIGN THIS PROJECT ARE INDICATED BY A MARKED BOX, AND WILL BE ATTACHED TO THE PLANS. ALL THE OTHER M&S STANDARD PLANS ARE STILL ELIGIBLE FOR CONSTRUCTION IF APPROVED BY AN APPROPRIATE CDOT ENGINEER. PLAN NUMBER S-612-1 S-613-1 I I J S-613-2 S-614-1 S-614-2 S-614-3 S-614-4 S-614-5 S-614-6 S-614-8 S 614 9 S-614-10 S-614-11 S-614-12 S-614-14 S-614-20 S-614-21 S-614-22 S-614-40 S -614-40A S-614-41 S-614-42 S-614-43 S-614-44 S-614-45 S-614-50 S-614-60 S-627-1 S-630-1 S-630-2 S-630-3 S-630-4 S-630-5 S-630-6 S-630-7 S STANDARD TITLE DELINEATOR INSTALLATIONS (8 SHEETS) ROADWAY LIGHTING (8 SHEETS) (REVISED ON SEPTEMBER 30, 2020) ALTERNATIVE ROADWAY LIGHTING (4 SHEETS) (NEW, ISSUED ON SEPTEMBER 30. 2020) GROUND SIGN PLACEMENT (3 SHEETS) PAGE NUMBER 171-178 179 10G CLASS I SIGNS CLASS II SIGNS CLASS III SIGNS (3 SHEETS) BREAK -AWAY SIGN SUPPORT DETAILS FOR CLASS III SIGNS (2 SHEETS) CONCRETE FOOTINGS AND SIGN ISLANDS FOR CLASS III SIGNS (2 SHEETS) TUBULAR STEEL SIGN SUPPORT DETAILS (7 SHEETS) (REVISED DECEMBER 31, 2020) PEDESTRIAN f US! I DUTTON POST ASGEMDLY (2 SI HEETS): (SUPERSEDED ON JANUARY 23, 2020 BY S-614-45) MARKER ASSEMBLY INSTALLATIONS 187-188 189 189 191-193 194-195 196-197 198-204 207 MILEPOST SIGN DETAIL FOR HIGH SNOW AREAS 208 STRUCTURE NUMBER INSTALLATION (2 SHEETS) 209-210 FLASHING BEACON AND SIGN INSTALLATIONS (4 SHEETS) 211-214 TYPICAL POLE MOUNT SIGN INSTALLATIONS CONCRETE BARRIER SIGN POST INSTALLATIONS (2 SHEETS) (REVISED ON SEPTEMBER 21, 2020) TYPICAL MULTI -SIGN INSTALLATIONS TYPICAL TRAFFIC SIGNAL 30'-75' DOUBLE MAST ARMS 65'-75' SINGLE MAST ARMS (5 SHEETS) ALTERNATIVE TRAFFIC SIGNAL 25'-55' SINGLE MAST ARMS (4 SHEETS) TEMPORARY SPAN WIRE SIGNALS (13 SHEETS) CABINET FOUNDATION DETAIL (4 SHEETS) TRAFFIC LOOP AND MISCELLANEOUS SIGNAL DETAILS (8 SHEETS) PEDESTAL POLE SIGNALS (4 SHEETS) PEDESTRIAN PUSH BUTTON POST ASSEMBLY DETAILS (6 (REVISED ON DECEMBER 3, 2020) STATIC SIGN MONOTUBE STRUCTURES (12 SHEETS) DYNAMIC SIGN MONOTUBE STRUCTURES (14 SHEETS) PAVEMENT MARKINGS (9 SHEETS) (REVISED ON FEBRUARY 16, 2021) TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION (24 SHEETS) BARRICADES, DRUMS, CONCRETE BARRIERS (TEMP) AND VERTICAL PANELS FLASHING BEACON (PORTABLE) DETAILS STEEL SIGN SUPPORT (TEMPORARY) INSTALLATION DETAILS (24 SHEETS) PORTABLE RUMBLE STRIPS (TEMPORARY) DETAILS EMERGENCY PULL -OFF AREA (TEMPORARY) ROLLING ROADBLOCKS FOR TRAFFIC CONTROL (4 SHEETS) 215 216-217 218 219-223 224-227 228-240 241-244 245-252 253-254 SHEETS) 255-266 267-280 281-289 290-313 314 315 316-317 318-319 320 321-323 PRINT DATE: 06/8/2021 12:58 PM FILE NAME: 120121 DES_STANDPLANSLIST.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE pea FELSBURG LI HOLT & ULLEVIG 6400 S Fiddlers Green Circle, Suite 1500 Greenwood Village, CO 8011 I Phone: 303.721.1440 www.FHUENG.com DATE SHEET REVISIONS COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 4759462 Pages: 21 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO AS CONSTRUCTED NO. REVISIONS: REVISED: VOID: US 85 / WCR 20 PERMIT PROJECT CDOT M&S STANDARD PLANS LIST DESIGNER: JMD DETAILER: SWD STRUCTURE NUMBERS SHEET SUBSET: SHEET SUBSET: SP -01 OF 01 PROJECT NO./CODE 120121-01 2 III rdrilritAlrifiNi Wiliiittintiflid 4747165 Pages: 20 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO Bill r rI1iI I VI LIM YI NNI NVIh' I h 11 I11 CONSTRUCTION PLANS GENERAL NOTES: 1. ALL MATERIALS, EQUIPMENT. INSTALLATION AND CONSTRUCTION WITHIN THE STATE HIGHWAY ROW SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING STANDARD REFERENCES AS APPLICABLE: a. COOT MATERIALS MANUAL b. CDOT CONSTRUCTION MANUAL c, COOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION d. COOT STANDARD SPECIAL PROVISIONS, AS APPLICABLE TO PROJECT e. COOT STANDARD PLANS (M&S STANDARDS) f. FHWA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS AND THE COLORADO SUPPLEMENTAL THERETO g. AASHTO ROADSIDE DESIGN GUIDE 2. ACCESS CONSTRUCTION WITHIN HIGHWAY ROW AND ALL HIGHWAY IMPROVEMENTS SHALL COMPLY WITH THE ACCESS PERMIT AND NOTICE TO PROCEED (NTP). A COPY OF THE PERMIT AND NTP SHALL BE AVAILABLE ON THE CONSTRUCTION SITE AT ALL TIMES. 11. WHERE NEW PAVEMENT IS TO ABUT EXISTING PAVEMENT, THE EXISTING PAVEMENT SHALL BE REMOVED FULL DEPTH TO A NEAT VERTICAL LINE USING A PAVEMENT CUTTING SAW. 12. THE SMOOTHNESS CATEGORY FOR ALL NEW HMA SHALL MEET COOT MRI CATEGORY 2 SMOOTHNESS REQUIREMENTS. 13. ALL HMA AND CONCRETE MIX DESIGNS SHALL BE APPROVED AND POTENTIALLY AMENDED BY CDOT AND SHALL BE IN CONFORMANCE WITH CDOT'S MOST CURRENT FIELD MATERIALS MANUAL AND CP REQUIREMENTS. NO HMA OR CONCRETE IS TO BE INSTALLED WITHOUT FORMAL APPROVAL FROM COOT. 14. COOT MAY ELECT TO PERFORM ACCEPTANCE TESTING ON ANY MATERIAL ON THE PROJECT. 15. AS THIS IS NOT A COOT PROJECT AND NOT SUBJECT TO INCENTIVE OR DISINCENTIVE PAYMENTS TO THE CONTRACTOR ALL OUT OF COOT SPECIFICATION WORK SHALL BE REMOVED AND REPLACED WITH SPECIFICATION MATERIAL AT THE PERMITTEE'S SOLE EXPENSE. 3. A LIST OF UTILITY CONTACTS (COMPANY, CONTACT PERSON & PHONE NUMBER) SHALL BE PROVIDED ON THE PLAN SET. 16. 4. FOR PRELIMINARLY PLAN QUANTITIES OF PAVEMENT MATERIALS, THE FOLLOWING 17. RATES OF APPLICATION WERE USED: 18. TACK COAT EMULSIFIED ASPHALT a 0.1 GALS./SQ. YD. (DILUTED AND UNDILUTED) HOT MIX ASPHALT (HMA) a 110 LBS./SQ. YD./INCH AGGREGATE BASE COURSE CLASS 6 0 133 LBS,/CU. FT. 5. A TACK COAT OF EMULSIFIED ASPHALT (SLOW SETTING) IS TO BE APPLIED TO IMPROVE BOND AT THE FOLLOWING LOCATIONS: A. B. C. 6. BEFORE PLACING NEW PAVEMENT OVER EXISTING PAVEMENT. ALONG THE FACE OF ALL CURBS, GUTTERS, MANHOLES, ADJACENT EXISTING PAVEMENT, AND OTHER SURFACES AGAINST WHICH ASPHALT WILL BE PLACED. BETWEEN PAVEMENT COURSES WHEN ORDERED BY THE ENGINEER. DILUTED EMULSIFIED ASPHALT FOR TACK COAT SHALL CONSIST OF 1 -PART EMULSIFIED ASPHALT AND 1 -PART WATER. THIS SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF ITEM 403, HOT MIX ASPHALT (HMA). 7. THE CONTRACTOR SHALL PROVIDE A PAVING SCHEDULE TO THE ENGINEER AT LEAST 5 WORKING DAYS PRIOR TO THE PRE -PAVING CONFERENCE. PAVING SHALL NOT BEGIN UNTIL THE SCHEDULE HAS BEEN ACCEPTED IN WRITING BY THE ENGINEER. 8. PRIOR TO PLACING HOT MIX ASPHALT, THE PAVED SURFACE SHALL BE SWEPT AND CLEANED. THIS WORK WILL BE PERFORMED BY A PICKUP BROOM. THIS WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF THE HOT MIX ASPHALT PAVEMENT ITEMS. 9. ANY LAYER OF HMA THAT IS TO HAVE A SUCCEEDING LAYER PLACED THEREON SHALL BE COMPLETED TO THE FULL AVAILABLE WIDTH WITHIN EACH PHASE OF CONSTRUCTION BEFORE A SUCCEEDING LAYER IS PLACED. DILUTED TACK COAT SHALL BE USED BETWEEN EXISTING MAT AND NEW PAVEMENT, AND BETWEEN NEW PAVEMENT COURSES. 10. DEPTH OF MOISTURE -DENSITY CONTROL FOR THIS PROJECT SHALL BE AS FOLLOWS: • FULL DEPTH OF ALL EMBANKMENTS • 8"FOR BASES OF CUTS AND FILLS AGGREGATE BASE COURSE CLASS 6 SHALL HAVE A MINIMUM R -VALUE OF 78. IMPORTED EMBANKMENT/FILL SHALL HAVE A MINIMUM R -VALUE OF 40, SULFATE EXPOSURE REQUIREMENTS: THE SULFITE SEVERITY OF' POTENTIAL EXPOSURE SHALL BE CLASS 0 FOR THIS PROJECT. 19. THE CONTRACTOR SHALL PROVIDE ON -SITE SANITARY FACILITIES UNLESS FACILITIES ARE ALREADY PROVIDED THAT ARE REASONABLY CLOSE TO THE CONSTRUCTION SITE. 20. THE CONTRACTOR SHALL MAINTAIN ACCESS TO AFFECTED PROPERTY OWNERS AT ALL TIMES DURING CONSTRUCTION AT NO ADDITIONAL COST. 21. THERE IS A POTENTIAL FOR ENCOUNTERING PETROLEUM CONTAMINATED MATERIALS ON THE PROJECT. IF ENCOUNTERED, THE CONTRACTOR SHALL FOLLOW SECTION 250 OF THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 22. THE CONTRACTOR SHALL CONDUCT ALL CONSTRUCTION ACTIVITIES WITHIN THE BOUNDARY OF THE PUBLIC RIGHT OF WAY OR CANNON PROPERTY. 23. PERMITTEE SHALL DESIGNATE A CERTIFIED TRAFFIC CONTROL SUPERVISOR (TCS) TO MANAGE CONSTRUCTION SIGNAGE AND SAFETY OF OPERATIONS DURING ACTIVITIES WITHIN COOT RIGHT OF WAY. THE TCS SHALL BE AVAILABLE WHENEVER WORK IS IN PROGRESS. 24. NO PERSONAL VEHICLES ARE ALLOWED TO PARK IN COOT RIGHT OF WAY. 25. THE ENGINEER OF RECORD IS RESPONSIBLE FOR ALL EROSION CONTROL ELEMENTS. 26. THE PERMITTEE SHALL COMPLETE ALL WORK IN THE COOT RIGHT OF WAY PER THE PERMIT REQUIREMENTS AND WITHIN A SINGLE CONSTRUCTION SEASON. 27. IT IS THE RESPONSIBILITY OF THE PERMITTEE TO DETERMINE WHICH ENVIRONMENTAL CLEARANCES AND/OR REGULATIONS APPLY TO THE PROJECT, AND TO OBTAIN ANY CLEARANCES THAT ARE REQUIRED DIRECTLY FROM THE APPROPRIATE AGENCY PRIOR TO COMMENCING WORK. PLEASE REFER TO OR REQUEST A COPY OF THE CDOT ENVIRONMENTAL CLEARANCE INFORMATION SUMMARY.' (ECIS) FOR DETAILS. THE ECIS MAY BE OBTAINED FROM COOT PERMITTING OFFICES OR MAY BE ACCESSED VIA THE COOT PLANNING/CONSTRUCTION-ENVIRONMENTAL GUIDANCE WEBPAGE AT: HTTP://WWW.DOT.STATE.CO.US/ACCESSPERMITS/PDF/ENVIRONMENTAL CLEARANCESINFORMATIONSUMMARY.PDF FAILURE TO COMPLY WITH REGULATORY REQUIREMENTS MAY RESULT IN SUSPENSION OR REVOCATION OF YOUR COOT PERMIT, OR ENFORCEMENT ACTIONS BY OTHER AGENCIES. ALL DISCHARGES ARE SUBJECT TO THE PROVISIONS OF THE COLORADO WATER QUALITY ACT AND THE COLORADO DISCHARGE PERMIT REGULATIONS. PROHIBITED DISCHARGES INCLUDE SUBSTANCES SUCH AS: WASH WATER, PAINT, AUTOMOTIVE FLUIDS, SOLVENTS, OILS, OR SOAPS. UNLESS OTHERWISE IDENTIFIED BY COOT OR THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENTAL (CDPHE) WATER QUALITY CONTROL DIVISION (WQCD) AS SIGNIFICANT SOURCES OF POLLUTANTS TO THE WATERS OF THE STATE, THE FOLLOWING DISCHARGES TO STORMWATER SYSTEMS ARE ALLOWED WITHOUT A COLORADO DISCHARGE PERMIT SYSTEM PERMIT: LANDSCAPE IRRIGATION, DIVERTED STREAM FLOWS, UNCONTAMINATED GROUNDWATER INFILTRATION TO SEPARATE STORM SEWERS, DISCHARGES FROM POTABLE WATER SOURCES, FOUNDATION DRAINS, AIR CONDITION CONDENSATION, IRRIGATION WATER, SPRINGS, FOOTING DRAINS, WATER LINE FLUSHING, FLOWS FROM RIPARIAN HABITATS AND WETLANDS, AND FLOW FROM FIRE FIGHTING ACTIVITIES. ANY OTHER DISCHARGES, INCLUDING STORMWATER DISCHARGES FROM INDUSTRIAL FACILITY OR CONSTRUCTION SITES, MAY REQUIRE COLORADO DISCHARGE PERMIT SYSTEM PERMITS FROM CDPHE BEFORE WORK BEGINS. FOR ADDITIONAL INFORMATION AND FORMS, GO TO THE CDPHE WEBSITE AT: HTTP://WWW.CDPHE.STATE.CO. US/WO/PERM TFSUNIT/I NDEX. HTML PRINT DATE; 06/8/2021 1:32 PM FILE NAME: 120121DES_GENLNOTE01.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE pliMISBURG 6400 S Fiddlers Green Crcle SWte 1500 HOLT & GreenwoodVillage.CO80III itPha,v,FHU72I.1440 ULLEVIG www.FHUFNG.com SHEET REVISIONS DATE COMMENTS INITIALS hiI L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4658 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT GENERAL NOTES GENERAL NOTES 01 PROJECT NO./CODE 120121-01 REVISED: DESIGNER: JMD DETAILER: SWD SHEET SUBSET: VOID: STRUCTURE NUMBERS SHEET SUBSET: GN-01 OF 02 3 4759462 Pages: 22 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO lIII �4r�11+4'i!°°ti's 4:GV��° � lIf I�J�Ih�' tI II II I 4747165 Pages: 21 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIIIFMK Alh1 '! 'LR Il1tll'pr''rgIMN'ties 'fl 11111 CONSTRUCTION PLANS Index Contract Roadway Drainage Erosion Control/Envir. Utilities/Lighting Traffic Project Totals Book Page Sheet Item No. Contract Item Unit Plan As Const. Plan As Const. Plan As Const. Plan As Const, Plan As Const. Plan As Const. 201-00000 CLEARING AND GRUBBING LS 1 1 202-00003 REMOVAL OF STRUCTURE (SPECIAL) LS 1 1 202-00019 REMOVAL OF INLET EA 1 1 202-00026 REMOVAL OF CONCRETE SLOPE AND DITCH PAVING SY 618 618 202-00033 REMOVAL OF PIPE LF 111 111 202-00220 REMOVAL OF ASPHALT MAT SY 3881 3881 202-00250 REMOVAL OF PAVEMENT MARKING SF 14468 15464 29932 202-00810 REMOVAL OF GROUND SIGN EACH 7 7 202-00827 REMOVAL OF PULL BOX EA 1 1 203-00010 UNCLASSIFIED EXCAVATION (COMPLETE IN PLACE) CY 1804 1804 203-00040 UNCLASSIFIED EXCAVATION (SPECIAL) CY 100 100 203-00050 UNSUITABLE MATERIAL CY 250 250 203-01500 BLADING HR 40 40 203-01597 POTHOLING HR 8 a 207-00205 TOPSOIL CY 726 726 207-00210 STOCKPILE TOPSOIL CY 726 726 208-00002 EROSION LOG TYPE 1 (12 INCH) LF 3160 3160 208-00035 AGGREGATE BAG LF 70 70 208-00045 CONCRETE WASHOUT STRUCTURE EACH 1 1 208-00051 STORM DRAIN INLET PROTECTION (TYPE 1) LF 104 104 208-00070 VEHICLE TRACKING PAD EACH 2 2 208-00103 REMOVAL AND DISPOSAL OF SEDIMENT (LABOR) HR 24 24 208-00105 REMOVAL AND DISPOSAL OF SEDIMENT (EQUIPMENT) HR 24 24 208-00106 SWEEPING (SEDIMENT REMOVAL) HR 24 24 208-00107 REMOVAL OF TRASH HR 24 24 208-00207 EROSION CONTROL MANAGEMENT DAY 10 10 210-00011 RESET MAILBOX STRUCTURE (TYPE 1) EA 4 4 210-00013 RESET MAILBOX STRUCTURE (TYPE 3) EA 1 1 210-00810 RESET GROUND SIGN EACH 1 1 210-00815 RESET SIGN PANEL EACH 2 2 210-00827 RESET PULL BOX EACH 1 1 210-01190 RESET TENSIONED CABLE BARRIER LF 1360 1360 210-01200 RESET END ANCHORAGE EA 3 3 212-00006 SEEDING (NATIVE) ACRE 2.00 2.00 212-00032 SOIL CONDITIONING ACRE 2.00 2.00 213-00003 MULCHING (WEED FREE) ACRE 0.80 0.80 216-00042 FABLE/STRAW/COCONUT) SOIL RETENTIONSY ((CLASS 970 t �� LIC�4/IITTTT 304-06000 AGGREGATE BASE COURSE 6) TON 8036 8036 ; ;..�F 306-00010 RECONDITIONING SY 3223 3223 0'•ry . 403-00720 HOT MIX ASPHALT (PATCHING)(ASPHALT) TON 100 - 100 ;- 42676 �' 403-33741 HOT MIX ASPHALT (GRADING S)(75)(PG 64-22) TON 3686 3686 j ,3 ").- . : I 403-34751 HOT MIX ASPHALT (GRADING SX)(75)(PG 64-26) TON 1343 1343 ,7/I.6 ' 6/09/2021... 411-10255 EMULSIFIED ASPHALT (SLOW -SETTING) GAL 1184 1184 III S/DNA..°� 420-00102 GEOTEXTILE (EROSION CONTROL) (CLASS 1) SY 102 102 PRINT DATE: 06/8/2021 12:34 PM R -X 0 O Q SHEET REVISIONS - iii 1 L.G.EVERIST, INC. 7321 E. 88TH STREET SURE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1346 AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT SUMMARY OF APPROXIMATE QUANTITIES PROJECT NO./CODE FILE NAME: 120121DES_SAQ.DWG DATE COMMENTS INITIALS NO. REVISIONS: 120121-01 HORIZ. SCALE: N/A VERT. SCALE: N/A FELSBURG dillH O LT & ULLEVIG 64005 Fiddlers Green6rde,swce 1500 Greenwood Village, CO eel I Phone:303.721.1940 www.FHUENG.cam REVISED: DESIGNER: JMD STRUCTURE RETAILER: SWD NUMBERS VOID: 4 SHEET SUBSET: ROADWAY SHEET SUBSET: SAQ-01 OF 02 4759462 Pages: 23 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO liii Eir11'IiiiI',I YI '':IVII 11111 4747165 Pages: 22 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO IIIII VIM aliasghll ih'& "Ill CONSTRUCTION PLANS Index Contract- Roadway Drainage Erosion Control/Envir. Utilities/Lighting Traffic Project Totals Book Page Sheet Item No. Contract Item Unit Plan As Const. Plan As Const. Plan As Canet. Plan As Const. Plan As Const. Plan As Const. 506-00212 RIPRAP (12 INCH) CY 35 35 507-00725 SLOPE AND DITCH PAVING (SPECIAL) LF 687 687 603-02185 23%14 INCH REINFORCED CONCRETE PIPE ELLIPTICAL (CIP) LF 147 147 603-02245 30O9 INCH REINFORCED CONCRETE PIPE ELLIPTICAL (CIP) LF 100 100 603-05118 23x14 INCH REINFORCED CONCRETE END SECTION ELLIPTICAL EACH 3 3 603-05124 30x19 INCH REINFORCED CONCRETE END SECTION ELLIPTICAL EACH 2 2 604-00505 NLET TYPE D (5 FOOT) EACH 1 1 604-39000 MANHOLE (SPECIAL) EACH 1 1 607-11525 FENCE (PLASTIC) LF 3000 3000 609-20011 CURB TYPE 2 (SECTION M) IF 85 85 610-00030 MEDIAN COVER MATERIAL (CONCRETE) SF 119 119 612-00001 DELINEATOR (TYPE I) EACH 40 40 612-00002 DELINEATOR (TYPE II) EACH 64 64 614-00011 SIGN PANEL (CLASS I) SF 45 45 614-00012 SIGN PANEL (CLASS II) SF 31 31 614-01585 STEEL SIGN SUPPORT (2-1/2 INCH ROUND SCH BO) (POST) LF 99 99 614-01588 STEEL SIGN SUPPORT (2-1/2 INCH ROUND SCH 60) (SLIPBASE) EACH 9 9 620-00002 FIELD OFFICE (CLASS 2) EACH 1 1 620-00012 FIELD LABORATORY (CLASS 2) EACH 1 1 620-00020 SANITARY FACILITY EACH 1 1 621-00450 DETOUR PAVEMENT SY 1455 1455 625-00000 CONSTRUCTION SURVEYING LS 1 1 626-00000 MOBILIZATION LS 1 1 627-00008 MODIFIED EPDXY PAVEMENT MARKING GAL 97 97 627-00009 MODIFIED EPDXY PAVEMENT MARKING (INLAID) GAL 446 446 627-00011 PAVEMENT MARKING PAINT GAL 112 112 627-30405 PREFORMED THERMOPLASTIC PAVEMENT MARKING (WORD -SYMBOL) SF 583 583 630-OODD FLAGGING HR 450 450 630-00007 TRAFFIC CONTROL INSPECTION DAY 10 10 630-00012 TRAFFIC CONTROL MANAGEMENT DAY 50 50 630-00016 TRAFFIC CONTROL (SPECIAL) LS 1 1 630-80355 PORTABLE MESSAGE PANEL EA 2 2 630-80358 FLASH ARROW PANEL EA 2 2 630-80370 BARRIER (TEMPORARY) LF 2990 2990 630-85010 MPACT ATTENUATOR (TEMPORARY) EA 3 3 630-65010 MPACT ATTENUATOR (T -M -A) (TEMPORARY) EA 1 1 700-00900 F/A RESET COOT ITS FIBER FA 1 `""�\\\7 ��p,00 (/CFthuit 700-70010 F/A MINOR CONTRACT REVISIONS FA 1 M• 7D0-70037 F/A CONTAMINATED SOIL FA 1 C �; QX\k• D...'es 1177 700-70380 F/A EROSION CONTROL FA 1 1 [•�LA 42676 700-73351 F/A THIRD PARTY UNIFORMED TRAFFIC CONTROL FA 1 la a •4 ff 46•••. 06/09/2021 YtI SS/ONAI = PRINT DATE: 06/8/2021 12:34 PM R -X O o Q SHEET REVISIONS P _ _ - L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT SUMMARY OF QUANTITIES PROJECT NO./CODE FILE NAME: 120121DES_SAQ.DWG DATE COMMENTS INITIALSAPPROXIMATE N0. REVISIONS: 120121-01 HORIZ. SCALE: N/A VERT. SCALE: N/A poi f₹JSBURG HOLT & ULLEVIG 6400 5 fiddlerr Green Circle, Sa,ce Into Greenwood aaGr, c0 W I Mane:303.72'A% www.FHDENG.com REVISED: DESIGNER: MD STRUCTURE DETAILER: SWD NUMBERS VOID: 5 SHEET SUBSET: ROADWAY SHEET SUBSET: SAQ-02 OF 02 4759462 Pages: 24 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III Ikilist �'IiL'41IINNAIL rit?&IN1011 4rh1III1 4747165 Pages: 23 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO .I4kOI'L4LI'itII III CONSTRUCTION PLANS 0121-01 U505 - WCRZ0 REMOVAL QUANTITIES LOCATION REMOVAL OF CONCRETE SLOPE AND DITCH PAVING REMOVAL OF ASPHALT MAT RESET TENSIONED CABLE BARRIER REMOVAL OF STRUCTURE (SPECIAL) RESET MAILBOX STRUCTURE (TYPE I) RESET MAILBOX STRUCTURE (TYPE 3) 202-00026 202-00220 202-01190 202-00003 210.00011 210.00013 SY SY LF LS EA EA US 85 618 3292 1360 I 0 0 INTERSECTION 0 97 0 0 0 I MINOR ACCESS ROAD 0 57 0 0 2 0 WCR 20 0 436 0 0 2 0 PROJECT TOTALS 618 3881 1360 I 4 I SEE PLAN SHEETS AND TYPICAL SECTIONS FOR ADDITIONAL INFORMATION. SURFACING QUANTITIES LOCATION AGGREGATE BASE COURSE (CLASS 6) RECONDITIONING HOT MIX ASPHALT (PATCHING) (ASPHALT) HOT MIX ASPHALT (GRADING SX) (75) (PG 64-28) HOT MIX ASPHALT (GRADING S) (75) (PG 64-22) EMULSIFIED ASPHALT (SLOW -SETTING) 304-06000 306.01000 403-00720 403-34751 403-33741 411-10255 TON LF TON TON TON GAL US 85 7382 3223 100 1180 3343 1073 INTERSECTION 418 0 0 77 173 35 MINOR ACCESS ROAD 18 0 0 6 10 3 WCR 20 218 0 0 80 160 73 PROJECT TOTALS 8036 3223 100 1343 3686 1184 SEE PLAN SHEETS AND TYPICAL SECTIONS FOR ADDITIONAL INFORMATION. *AS DIRECTED ROADWAY QUANTITIES LOCATION RESET END ANCHORAGE CURB TYPE 2 (SECTION M) MEDIAN COVER MATERIAL (CONCRETE) SLOPE AND DITCH PAVING (SPECIAL) 210-01200 609.20011 610-00030 507-00725 EACH LF SF LF US 85 3 0 0 687 \`1j INTERSECTION 0 44 64 0 " 001. ./111 MINOR ACCESS ROAD 0 0 0 0 oypRP .... t ,/ WCR 20 0 41 55 0 y 52481 . PROJECT TOTALS 3 85 119 687 7,' SEE PLAN SHEETS AND TYPICAL SECTIONS FOR ADDITIONAL INFORMATION. 11�ipSS`ONAI ' - PRINT DATE: 06/8/2021 11:51 AM R-% O Q SHEET REVISIONS ► 11 L L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200SHEET HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT ROADWAY TABULATION PROJECT NO./CODE ALE NAME: 120121DES_TAB01.DWG DATE COMMENTS INITIALS NO. REVISIONS: 120121-01 HORIZ. SCALE: N/A VERT. SCALE: N/A IIPINIM FELSBURG 69005 Fiddlers Green Qrde Suite 1500 Green;°07,1.11.40 soul l H LEV & www.FRUENG.com 1.com ULLEVIG www.FHUENGcom REVISED: DESIGNER: MD STRUCTURE DETAILER: SWD NUMBERS VOID: 6 SHEET SUBSET: ROADWAY SHEET SUBSET: TAB -01 OF 01 4759462 Pages: 25 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO lIII WOE aldilenIL i l kl UTA' J 4 �fi�'�h 11111 4747165 Pages: 24 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO z 17AllrilLY VW' 11111 CONSTRUCTION PLANS INDEX BOOK I PAGE I SHEET ITEM PROJECT TOTALS UNCLASSIFIED EXCAVATION CU. YDS. (FROM GRID VOLUMES) US 85 1,345 INTERSECTION 225 WCR 20 217 MINOR ACCESS ROAD (DRIVEWAY) MEDIAN WORK INTERSECTION NORTH 16 SUBTOTAL 1,804 TOTAL (PAY ITEM) 1,804 _ EMBANKMENT MATERIAL (CIP) CU. YDS. (FROM GRID VOLUME US 85 1,334 INTERSECTION 112 WCR20 15 MINOR ACCESS ROAD (DRIVEWAY) 17 MEDIAN WORK INTERSECTION NORTH 1 SUBTOTAL 1,479 TOTAL FOR EMBANKMENT MATERIAL (CIP) (FOR INFORMATION ONLY) 1,479 I I COMPACTION CU. YDS. (MOISTURE & DENSITY CONTROL) EMBANKMENT (NET) 1,479 BASES OF CUTS & FILLS 507 TOTAL (FOR INFORMATION ONLY) 1,986 WETTING QUANTITIES M. GAL. COMPACTION (1986 x 0.04D M. GAL./yd) 4 TOTAL (FOR INFORMATION ONLY) 4 ROADWAY QUANTITIES BALANCE CU. YDS. EMBANKMENT (NET) 1,479 EMBANKMENTX FACTOR (1.15) 1,701 EMBANKMENT REQUIRED FOR SHRINKAGE BASES OF CUTS & FILLS 76 j. jo.DDOLLIC11 �pDohn11cFlah� BALANCE TOTAL 1,777 • i UNCLASSIFIED EXCAVATION 1,804 i 52481 ••' MATERIAL TO BE HAULED OFF BY CONTRACTOR 27 % • 'I \ 6/09/2021 e / 77(( THERE MAY BE EXCAVATION (SPECIAL) IS INCLUDED TO ACCOUNT FOR THIS WORK.EEING S SPECIFICATIONS ONS AND GEOTECH REPORT FOR ADDITIONAL INFORMATIONCRETE UNDER THE EXISTING NB PAVEMENT. 100 CY . V_G SSI�NA� G\' THE RECONDITIONING QUANTITY IS 3223 SY. j"k x\x"v..' PRINT DATE: 06/7/2021 2:50 PM R-% 0 Q SHEET REVISIONS ` \1 BDESIGNER:it L.G.EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED US 85 / WCR 20 Permit Project TABULATION OF EARTHWORK QUANTITIES PROJECT N0./CODE FILE NAME: 120121DES_EARTHWORKTAB.DWG DATE COMMENTS INITIALS NO. REVISIONS: 1201210./ —01 HORIZ. SCALE: 1" 1' VERT. SCALE: N/A poi FELSBURG H LLT & ULLEV IG 61000 Fiddlers Green Circle, Suite 1500 Greenwood Village, CD 801 I I B,one: 30).721.1440 www,FHUBJG.wm REVISED: JMD STRUCTURE RETAILER: GEM NUMBERS VOID: 7 SHEET SUBSET: ROADWAY SHEET SUBSET: TAB -01 OF 01 4759462 Pages: 26 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO ail I roar k'i'ln + i l iiimiicrI�I 4�I rgallh II II 4747165 Pages: 25 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO CONSTRUCTION PLANS 5141 4865.16 CP PIT SET #4 REBAR WI 2" ALUMINUM CAP N=1293596.61 E=3193672.84 T 101 4870.49 CP SILO SET #4 REBAR WI 2" ALUMINUM CAP N=1292827.71 E=3193493.70 PROJECT CONTROL 5139 4871.84 CP WHEAT SET #4 REBAR WI 2" ALUMINUM CAP N=1292335.11 E=3193662.54 U.S. HIGHWAY85 T 103 4873.42 CP CR 20 SET #4 REBAR WI 2" ALUMINUM CAP N=1291668.58 E=3193508,91 VERTICAL DATUM: PROJECT ELEVATIONS ARE BASED ON NGS CONTROL POINT DESIGNATION "W 260" ELEVATION=4863.32 (NAVD 1988). HORIZONTAL DATUM: PROJECT COORDINATES ARE COLORADO STATE PLANE, NORTH ZONE, NAD 83, US SURVEY FEET, COORDINATES THAT HAVE BEEN SCALED TO GROUND USING A COMBINED FACTOR OF 1.00027006 ABOUT POINT 0,0. NOTICE: According to Colorado law you must commence ony legal action based upon any defect in this survey within three years after you first discover such defect. In na event may any action based upon any defect in this survey be commenced mare than ten years from the date of the certification shown hereon. (13-80-105 C.R.S. 2012) } 5137 4874.41 CP AUTO SET #4 REBAR W/ 2" ALUMINUM CAP N=1291000.45 E=3193671.89 0 La -am m 4 Michael Chad Dilke — On Behalf Of King Surveyors Colorado Licensed Professional Land Surveyor #38106 5135 4873.52 CP YARD SET #4 REBAR W/ 2" ALUMINUM CAP N=1289646,37 E=3193683.79 5133 4872.50 CP HAY SET #4 REBAR W/ 2" ALUMINUM CAP N=1290300,29 E=3193531.65 300 150 0 300 1" = 300' KING SURVEYORS 650 E. Garden Drive I Windsor, Colorado 80550 phone: (970) 686-5011 I fax: (970) 686-5821 email: contact@KingSurveyors.com PROJECT NO:20190736 DATE: 7/15/2020 CLIENT: LG EVERIST DWG: 20190736C0NTROL DRAWN: SMF CHECKED:aD 4759462 Pages: 27 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO "Ill 474711=15 Pages : 2 f 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppea, Clerk and Reoorder, Weld County , CO VIII l�.rP�'��h�� ►11�� iIFiF�I�'MFIM IP.I+h �4��ii�h 1I III CONSTRUCTION PLANS TO ESTABLISH GEOMETRIC CONTROL FOR THE CONSTRUCTION OF THIS PROJECT, THE DEPARTMENT HAS PROVIDED THE FOLLOWING INFORMATION. O 3D DESIGN MODELING ELECTRONIC FILES NOT APPI INR F o HORIZONTAL CONTROL NOT APPI ICABI F I= VERTICAL CONTROL NOT APPI ICARI F o ROADWAY ALIGNMENT NOT APPI ICARD F o ORIGINAL TERRAIN DATA NOT APPI ICARIF o OTHER NOT APPI ICAIRI F SPECIFY THE INFORMATION FORMAT, I.E., PLAN SHEET, COMPUTER DISK, COMPUTER PRINTOUT OR OTHER. THE INFORMATION MARKED IS ETHER CONTAINED ON THE PLANS OR IS AVAILABLE FROM THE ENGINEER. TYPE OF PROJECT I= LANDSCAPING o MAJOR RECONSTRUCTION - SIGNALIZARON o NEW ROADWAY CONSTRUCTION - SAFETY IMPROVEMENT o BRIDGE REPLACEMENT o ASPHALT OVERLAY o BRIDGE WIDENING To CONCRETE OVERLAY o NEW BRIDGE mi MINOR WIDENING o OTHER: NOT APPI ICABI F SURVEY WORK TO BE PERFORMED BY OTHERS: NOT APPI EAR F WORK PERFORMED BY THE CONTRACTOR'S SURVEY UNDER SECTION 625: - o A COMPLETE PASSING BASE LINE REPORT (COMPLETED WITHIN 6 MONTHS PRIOR TO THE START OF THE PROJECT) — AN INSTRUMENT CALIBRATION CERTIFICATION (COMPLETED WITHIN 6 MONTHS PRIOR TO THE START OF THE PROJECT) — ESTABLISH AND MAINTAIN PROJECT CENTERLINE OR ENGINEER APPROVED OFFSET LIMES — — VERIFICATION AND MAINTENANCE DF HORIZONTAL AND VERTICAL CONTROL - mi VERIFY OR DETERMINE EXISTING GRADES AND ALIGNMENTS - mi VERIFY OR DETERMINE EXISTING TOPOGRAPHY — CLEARING AND GRUBBING UNITS (SECTION 201) — REMOVAL LIMITS (SECTION 202) - RESET RENS (SECTION 210) — EXCAVATION AND EMBANKMENT (SECTION 203) EXCAVATION — o UNCLASSIFIED — o STRIPPING o MUCK — o ROCK — o BORROW — o OTHER: NOT APPLICABLE — o POTHOLING o — — — o EMBANKMENT SITE GRADING EROSION CONTROL (PERMANENT) OTHER: NOT APPI ICARI F AS STAKED EARTHWORK QUANTITIES (SEE GENERAL NOTES) — im LANDSCAPING — ion TOPSOIL (SECTION 207) _. mil SEEDING (SECTION 212) — o MULCHING (SECTION 213) — o PLANTING (SECTION 214) — o HERBICIDE (SECTION 217) — o OTHER: NOT APPI ICARI F SLOPE STAKING (Y/N) GRID (Y/N) GRADE (Y/N) SPECIAL INTERVAL - EROSION CONTROL (SECTION 208) SEEDING (TEMPORARY) SILT FENCE EROSION BALES EROSION LOGS RIPRAP (TEMPORARY) OTHER: NOT APPI ICABI - o O O PRINT DATE: 06/7/2021 2:51 PM FILE NAME: 120121 DE5_SURVEY_TABULATION.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE FELSBURG dell HOLT & ULLEVIG 6400 S Fiddlers Green Circle, Suite 1500 Greenwood Village, CO B0III Phone: 303.721.1440 www.FHUENG.com R —K SHEET REVISIONS - - ROADWAY BASES - UNTREATED SHORAN - o TREATED SUBGARDE - mmi AGGREGATE BASE COURSE (304) - o RECONDITIONING - o PMBB - o OTHER: NOT APPLICABLE - =Pi PAVEMENTS - HMA (SECTION 403) _ o CONCRETE (SECTION 412) - o HEATING AND SCARIFYING TREATMENT - o PRIME COAT, TACK COAT AND REJUVENATING AGENT SEAL COAT OR CHIP SEAL -I= (SECTION 409) - o OTHER: NOT APPLICABLE - ROADWAY ELEMENTS - o CURB & GUTTER (SECTION 609) DROP INLETS - ALIGNMENT AND - GRADES (SECTION 604) - o RETAINING WALLS - o GUARDRAIL (SECTION 606) - o SIDEWALK (SECTION 606) - o OVERLAY STATIONING - o OTHER: NOT APPLICABLE - O - S GRID (Y/N) GRADE (Y/N) SPECIAL INTERVAL SPECIAL OFFSET GRID (Y/N) GRADE (Y/N) SPECIAL INTERVAL Em TANGENT INTERVAL CURVE INTERVAL SPECIAL OFFSET LEFT INTERVAL CENTER INTERVAL RIGHT INTERVAL EL RIPRAP (PERMANENT) (SECTION 506) SLOPE AND DITCH PAVING (SECTION 507) MINOR STRUCTURES - o STRUCTURE EXCAVATION UMRS (SECTION 206) - o CULVERTS (SECTION 603) - o CULVERTS WITH HEADWALLS & WINGWALLS (SECTION 601) - = CONCRETE BOX CULVERTS WITH HEADWALLS & WINGWALLS - im PIPES (SECTION 603) - o SANITARY SEWER - o WATER STORM WATER - o IRRIGATION - o MANHOLES (SECTION 604) - INLETS (SECTION 604) - o PERMANENT WATER QUALITY BMP (SECTION 208) o OTHER: NOT APPI ICARIF - o MAJOR STRUCTURES - OVERHEAD SIGNS (614). CONCRETE BOX CULVERTS, BRIDGES AND ALL OTHER STRUCTURES ASSIGNED A STRUCTURE NUMBER STRUCTURE EXCAVATION LIMITS (SECTION 206) CONCRETE BOX CULVERTS (SECTION 603) W/ HEADWALLS & WINGWALLS (SECTION 601) PILING LOCATIONS AND CUT OFF ELEVATIONS (SECTION 502) CAISSON LOCATIONS AND ELEVATIONS (SECTION 503) FOOTING LOCATIONS, ALIGNMENT AND ELEVATIONS ABUTMENT/PIER LOCATIONS, ALIGNMENT AND ELEVATIONS WINGWALL SKEW ANGLES/OFFSETS STRUCTURAL CONCRETE FORM LOCATIONS SUBSTRUCTURE AS -CONSTRUCTED SURVEY - REQ. FOR BRIDGES AND OVERHEAD SIGNS BRIDGE EXPANSION JOINT(S) ALIGNMENT AND GRADE (LONGITUDINAL & TRANSVERSE) DECK GRADES AT GIRDER TOTH OR 'N' TH POINT LOCATIONS AND ELEVATIONS SLOPE AND DITCH PAVING (SECTION 507) OTHER: NOT APPI ICARIF - o FENCING (SECTION 607) - DEUNEATORS (SECTION 612) - o TEMPORARY - o TEMPORARY - o PERMANENT - .• PERMANENT - o SOUND BARRIER o OTHER: NOT APPI ICA(1I F - o UGHTNG (SECTION 613) AND TRAFFIC CONTROL DEVICES (PERMANENT) (SECTION 614) - o SIGNAL POLE LOCATIONS AND ELEVATIONS - o LIGHT POLE LOCATIONS AND ELEVATIONS — o SIGN LOCATIONS — o FIELD VERIFY SIGN POST LOCATIONS, ELEVATIONS AND LENGTHS BEFORE FABRICATION — o OTHER: NOT APPLICABLE — im PAVEMENT MARKING (SECTION 627) — no STRIPING TEMPORARY - STRIPING PERMANENT — mm SYMBOLS — o OTHER: NOT APPLICABLE — o OTHER: NOT APPI ICABIF WORK PERFORMED BY THE CONTRACTOR'S SURVEY UNDER SECTION 629: - o MONUMENTATION (SECTION 629) NOTE: ALL 629 ITEMS SHALL INCLUDE — o CONTROL — o LAND CORNERS, ALIQUOT CORNERS ADEQUATE RESEARCH, CALCULATIONS AND _ o RIGHT OF WAY — o EASEMENTS ELEVATIONS OF EVIDENCE FOR MONUMENTS — o REFERENCE THE SPECIFIED EXISTING MONUMENTS": NOT APPI ICARI F TO BE SET. — o REPLACE THE SPECIFIED EXISTING MONUMENTS": NOT APPLICABLE " A TABULATION OF SURVEY — o LOCATE MONUMENTS, IT IS ESTIMATED THAT XX HOURS ME REQUIRED MONUMENTS MAY BE PROVIDED ON THE PLANS Know what's UeIOW. Call Worn you dig. o TEMPORARY LIGHTING AND TRAFFIC CONTROL DEVICES (SECTION 630) - o SIGNAL POLE LOCATIONS AND ELEVATIONS (TEMPORARY) — o UGHT POLE LOCATIONS AND ELEVATIONS (TEMPORARY) o SIGN LOCATIONS (TEMPORARY) — o MISCELLANEOUS GENERAL NOTES: 1. UNLESS INDICATED OTHERWISE ON THIS SURVEY TABULATION SHEET, ALL SURVEY WORK AND STAKING INTERVALS SHALL BE DONE IN ACCORDANCE WITH THE LATEST LORTON OF THE COOT SURVEY MANUAL 2. ADEQUATE INFORMATION FOR ESTABUSHING UNES, GRADES AND LOCATIONS FOR ALL WORK ITEMS RAVE BEEN SPECIFIED ON THE PLANS. ANY ADDITIONAL INFORMATION REQUIRED TO STAKE THE ITEM OR ELEMENT SHALL BE GENERATED BY THE CONTRACTOR'S SURVEYOR. 3. THE CONTRACTOR'S SURVEYOR SHALL PROVIDE AN ESTIMATE OF THE PERSON -HOURS NECESSARY TO COMPLETE THE WORK RENS INDICATED ON THIS SHEET. A COPY OF THIS SHEET, WITH THE ESTIMATED PERSON -HOURS WRITTEN ON THE BLANK LINE TO THE LEFT OF THE SPECIFIED ITEMS, SHALL BE SUBMITTED WITH THE SURVEY SCHEDULE TO THE ENGINEER _ DAYS PRIOR TO THE PRE -SURVEY CONFERENCE - CONSTRUCTION SURVEY, 4. STAKES AND MONUMENTS WHICH ME DAMAGED OR DESTROYED BY THE PROGRESS OF CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TD THE DEPARTMENT. 5. THE CONTRACTOR SHALL FURNISH AN AS STAKED (OR 30 DESIGN MODELING ELECTRONIC FILES) EARTIHWORK QUANTITY REPORT TO THE ENGINEER PRIOR TO COMPLETION OF TWENTY PERCENT (20%) OF THE PLANNED EARTHWORK IN ANY PHASE AS PER THE COOT SURVEY MANUAL. A PRINTED COPY OF THE AS STAKED (OR 3D DESIGN MODEUNG ELECTRONIC FILES) EARTHWORK DATA REPORT AND A COMPUTER DISK WITH THAT INFORMATION ON IT, IN THE SPECIFIED FORMAT SHALL BE SUBMITTED TO THE ENGINEER, THE CONTRACTOR SHALL FIELD VERIFY ORIGINAL GROUND CROSS SECTIONS AT A MAXIMUM 500 FEET INTERVALS. 6, PRIOR TO BEGINNING WORK ON ANY SUBSEQUENT OPERATION, SUCH AS PLACING BASE COURSE OR PAVING, THE CONTRACTOR SHALL CERTIFY IN WRITING TO THE ENGINEER THAT THE FINAL GRADE IS WITHIN SPECIFIED TOLERANCE. 7. THE CONTRACTOR'S SURVEYOR SHALL PERFORM ALL FIELD SURVEYING AND CALCULATIONS NECESSARY TO TIE PLAN GRADES INTO FIELD GRADES. 8. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION STAKING ON THE PROJECT WITH ANY UTILITY WORK. 9. FIELDBOOKS SHALL CONTAIN DAILY RECORDS OF POINTS SET AND OR MEASUREMENTS OBSERVED. THE INFORMATION RECORDED SHALL CONTAIN: DATE, CREW MEMBERS' NAMES, POINT NO., DESCRIPTION, STAKING INFORMATION AND SKETCHES. IF THE SURVEY INFORMATION IS COLLECTED ELECTRONICALLY, INFORMATION SHALL BE PROVIDED TO THE PROJECT ENGINEER IN A HARD COPY FORMAT THAT IS INTUITME, CLEAR AND RELATED TO THE SUPPLEMENTAL INFORMATION RECORDED IN THE FIELD BOOKS. ALL LINEAR SURVEYS, SUCH AS SLOPE STAKES AND BLUE TOPS, SHALL HAVE THE STATION AND OFFSET INFORMATION RELATED TO THE MEASURED INFORMATION. NON-UNEAR SURVEYS SUCH AS STRUCTURES STAKING SHALL SKETCHES RELATING ELECTRONIC INFORMATION, SUCH AS POINT NUMBERS, TO THE SKETCH. 10. THE CONTRACTOR'S SURVEYOR SHALL SUBMIT THE FOLLOWING FIELDBOOKS TO THE ENGINEER: HORS. CONTROL (PRIMARY & SECONDARY) o SLOPE STAKING VERTICAL CONTROL (I.E. BENCHMARKS) MINOR STRUCTURES o PROPERTY PIN TIES o MAJOR STRUCTURES mi HORIZONTAL ALIGNMENT o ONE FIELDBOOK FOR EACH WORK CATEGORY SHOWN ON THIS SHEET um GRADING I= OTHER FIELOBOOK(S): NOT APPI SARI F 11. THE CONTRACTOR'S SURVEYOR SHALL SUBMIT THE FOLLOWING (PRIOR TO SURVEYING ON THE PROJECT) TO THE ENGINEER: - ALL REQUIRED INSTRUMENT CALIBRATORS DATE COMMENTS INITIALS ig L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 2B7-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT SURVEY TABULATIONS SHEET PROJECT NO./CODE 120121-01 REVISED: DESIGNER: JMD DETAILER: SWD SHEET SUBSET: VOID: STRUCTURE NUMBERS SHED' SUBSET: ST -01 OF 01 9 09 2962 Pages: 28 of' 156 4 2021 10:05 AM R Fee $0 , 00 Carly Koppes, Clerk and 1111 I �.rl t'MINA$L' ti�'!�� k':rGt'h:��ht TI'Hai II III 4747165 Pages: 27 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 1111' iggai 'VWW4, 11111 CONSTRUCTION PLANS S ul S TACK COAT BETWEEN LIFTS -2" HMA (GRADING SX) (PG 64-26) - 2.5" HMA (GRADING 5) (PG 64-22) -12" ABC (CLASS 6) CANNON ANDS AVEI MIN A.. SS FULL DEPTH ASPHALT PAVEMENT DETAIL TACK COAT - BETWEEN LIFTS iO 2" HMA (GRADING SX) (PG 64-28) - 3" HMA (GRADING 5) (PG 64-22) - 6" ABC (CLASS 6) MINOR ACCESS ROAD PAVEMENT DFTAII TACK COAT BETWEEN LIFTS M -3" HMA (GRADING SX) (PG 64-28 -8.5" HMA (GRADING- S) (PG 64-22) -15" ABC (CLASS 6) 11585 FIII I DEPTH ASPHALT PAVEMENT DFTAII TACK COAT BETWEEN LIFTS T CD 10 N N N L2" HMA (GRADING SX) (PG 64-28) 4" HMA (GRADING 5) (PG 64-22) 6" ABC (CLASS 6) WCR 20 FIJI L DEPTH ASPHALT PAVEMENT DETAIL POINT OF SLOPE SELECTION - HMA VARIES 3" TO 9" -3" ABC EXISDNG PAVEMENT SECTION NR IIS�L5 OUTSIDE EDGE OF SHOULDER HINGE POINT PAVEMENT SAFETY EDGE DFTAII NOTE: USE SAFETY EDGE DETAIL FOR BOTH MEDIAN WIDENING AND OUTSIDE WIDENING M -HMA VARIES 13" TO 19" -13" ABC EXISTING PAVEMENT SECTION SR US 85 HMA AGGREGATE BASE COURSE SAFETY FISGF DFTAII NOTES; 1. THE SAFETY EDGE WILL BE CONSTRUCTED AS PART OF THE ROADWAY PAVEMENT. A SHOULDER WEDGE DEVICE WILL BE ADDED TO THE SCREED OF THE PAVING MACHINE. 2. 3. 4. THE CONTRACTOR MAY USE A SHOULDER WEDGE MAKER OR A SIMILAR DEVICE THAT PRODUCES THE SAME COMPACTION RESULTS. SHORT SECTIONS OF HANDWORK WILL BE ALLOWED WHEN NECESSARY FOR TRANSITIONS AND TURNOUTS. SITE PREPARATION AND ADDITIONAL EARTHWORK REQUIRED TO CONSTRUCT THE SAFETY EDGE WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE WORK. Know what5 below. Call before you dig. PRINT DATE: 06/8/2021 12:14 PM FILE NAME: 120121DES_TYPLSECT.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE joeiFELSBURG NOLT & ULLEVIG 6400 S Fiddler: Green Circle, Suite 1500 Greenwood Village, CO 801 I I Phone: 303.721.1440 www.FHUENG.com R -x SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4856 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT ROADWAY PAVEMENT DETAIL SHEET PROJECT N0./CODE 120121-01 REVISED: DESIGNER: JMD DETAILER: SWD SHEET SUBSET: VOID: STRUCTURE' _ NUMBERS SHEET SUBSET: PVT -01 OF 01 10 4759462 Pages: 29 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 1111 NAME MOW I .IN 11111 4747165 Pages: 28 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 1111 MciniRdi L16114I IIMIIIIAIIIIiVIAIL IC'I ilk 11111 CONSTRUCTION PLANS Project \ CALCv L\CADD\oaten\ 4.00' SHLDR ■ EXISTING GROUND 4.00' SHLDR EXISTING GROUND TYPICAI SECTION NOTES m THE CONTRACTOR WILL BE REQUIRED TO PLACE 6 INCHES OF TOPSOIL TO THIS LINE AFTER COMPLETION OF PAVING OPERATIONS. DUE TO THE ANTICIPATED EXCESS AMOUNT OF TOPSOIL, SOME SURFACES MAY CONTAIN TOPSOIL EXCEEDING 6 INCHES IN DEPTH. ,. ROADWAY CROSS SLOPE SHALL MATCH EXISTING ROAD CROSS SLOPE. • BREAK POINTS ON SLOPES AND IN BOTTOMS OF DITCHES SHALL BE ROUNDED DURING CONSTRUCTION FOR A PLEASING APPEARANCE. * PAVEMENT SAWCUT LINE PRINT DATE: 06/8/2021 12:14 PM FILE NAME: 120121DE5_TYPLSECT.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE 16.66' SB US 85 HCL 34.00' 12.00' ACCEL, LANE -11.5" HMA -15" ABC (CLASS 6) 2' R-40 EMBANKMENT MATERIAL 12.00' 12.00' LANE LANE 16.00' 11.5" HMA 15" ABC (CLASS 6) 2' R-40 EMBANKMENT MATERIAL SB US 85 34.00' US 85 STA. 103+81.41 TO STA 106+50.00 HCL VARIES SEE ROADWAY PLAN RESET TENSIONED CABLE BARRIER VARIES 4,00' TYP US 85 STA 106+50.00 TO STA. 119+77.36 16.00' NB US 85 NB US 85 12.00' 12.00' LANE LANE 11.5" HIM 15" ABC (CLASS 6) 2' R-40 EMBANKMENT MATERIAL Know what's below. Call before you dig. TYPICAL SECTION NOTES 1. COOT MUST APPROVE THE ASPHALT MIX DESIGN PRIOR TO CONSTRUCTION. THE PERMITTEE'S ENGINEER OF RECORD SHALL COORDINATE WITH THE CDOT PERMIT UNIT CONTACT PERSON (970-683-6286) TO OBTAIN APPROVAL. 2. BREAK POINT ON SLOPES AND IN BOTTOMS OF DITCHES SHALL BE ROUNDED DURING CONSTRUCTION. 3. AT THE LOCATIONS WHERE NEW ASPHALT IS TO ABUT EXISTING ASPHALT, SAW CUT THE EXISTING PAVEMENT AND REMOVE PAVEMENT. FROM THE SAW CUT LINE, MILL EXISTING PAVEMENT BACK 1 FOOT TO A DEPTH OF 2 INCHES. TACK EXPOSED VERTICAL ASPHALT EDGE PRIOR TO PAVING, THE SAW CUTTING WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE REMOVAL OF THE ASPHALT ITEM. NOTE: SEE ROADWAY PAVEMENT DETAILS FOR EXISTING AND PROPOSED US 85 PAVEMENT SECTIONS AND FOR PAVEMENT SAFETY EDGE DETAIL FELSBURG HOLT & ULLEVIG 6400 S Fiddlers Green Cirde, Suite 1500 Greenwood Vilhe. CO 8011 I Phone:303.721.1440 www.FHUENG.om R —X SHEET REVISIONS DATE COMMENTS INITIALS LG. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT ROADWAY TYPICAL SECTIONS PROJECT NO,/CODE 120121-01 REVISED: DESIGNER: JMD DEEAILER: SWD SHEET SUBSET: VOID: STRUCTURE _ NUMBERS SHEET SUBSET: TYP-01 OF 03 '11 4759462 of 156 09/24/2021 Pages: 2021 10:05 AM R Pee $0.00 Carly Koppes, Clerk and Recorder, Weld County , CO Pill I�!�.rl'1I lL 41hOliVilkilM10,710011.1iblik11111 4747165 Pages: 29 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO )III��1�� h�� liEtlrK'�I�'hulr�hl�l �y�u W�h II II I CONSTRUCTION PLANS 12D121-01 uses — WC.) Permit vrojaegoo_eNgcnooVesiye\oro.irtys\12 EXISTING GROUND 16.00' SB US 85 34.00' HCL 12.00' 4.00' DECEL. SHLDR. LANE 11.5' HMA 15' ABC (CLASS 6) 2 R-40 EMBANKMENT MATERIAL 12.00' 12.00' 12.00' DECEL. LANE LANE LANE 4.00' SHLDR. I US 85 STA. 119+77.36 TO STA. 130+44.21 32' TO VARIES AROUND RETURN 12.00' I 12.00' LANE LANE EXISTING GROUND) TYPICAL SECTION NOTES THE CONTRACTOR WILL BE REQUIRED TO PLACE 6 INCHES OF TOPSOIL TO THIS LINE AFTER COMPLETION OF PAVING OPERATIONS. DUE TO THE ANTICIPATED EXCESS AMOUNT OF TOPSOIL, SOME SURFACES MAY CONTAIN TOPSOIL EXCEEDING 6 INCHES IN DEPTH. ... ROADWAY CROSS SLOPE SHALL MATCH EXISTING ROAD CROSS SLOPE. • BREAK POINTS ON SLOPES AND IN BOTTOMS OF DITCHES SHALL BE ROUNDED DURING CONSTRUCTION FOR A PLEASING APPEARANCE. * PAVEMENT SAWCUT LINE PRINT DATE: 06/8/2021 12:14 PM FILE NAME: 120121DE5_TYPLSECT.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE HCL ! V -2.DG% I -2.00$ 4.00' SHLDR. 5" HMA -15" ABC (CLASS 6) INTERSECTION (CANNON LAND GRAVEL MINE ACCESS) STA. 10+79.08 TO STA 12+09.68 NB US 85 Know wda15 below. Call before you dig. NOTE: SEE ROADWAY PAVEMENT DETAILS FOR EXISTING AND PROPOSED US 85 PAVEMENT SECTIONS AND FOR PAVEMENT SAFETY EDGE DETAIL TYPICAL SECTION NOTES 1. CDOT MUST APPROVE THE ASPHALT MIX DESIGN PRIOR TO CONSTRUCTION. THE PERMITTEE'S ENGINEER OF RECORD SHALL COORDINATE WITH THE COOT PERMIT UNIT CONTACT PERSON (970-683-6286) TO OBTAIN APPROVAL 2. BREAK POINT ON SLOPES AND IN BOTTOMS OF DITCHES SHALL BE ROUNDED DURING CONSTRUCTION. 3. AT THE LOCATIONS WHERE NEW ASPHALT IS TO ABUT EXISTING ASPHALT, SAW CUT THE EXISTING PAVEMENT AND REMOVE PAVEMENT. FROM THE SAW CUT LINE, MILL EXISTING PAVEMENT BACK 1 FOOT TO A DEPTH OF 2 INCHES. TACK EXPOSED VERTICAL ASPHALT EDGE PRIOR TO PAVING. THE SAW CUTTING WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE REMOVAL OF THE ASPHALT ITEM, NOTE: SEE ROADWAY PAVEMENT DETAILS FOR INTERSECTION (CANNON LAND GRAVEL MINE ACCESS) PAVEMENT SECTION AND FOR PAVEMENT SAFETY EDGE DETAIL FELSBURG 6900 5 Rddler, Green Orde, Suite 1500 H ID L T & Greenwood V,0 ge, CO 80I I I PhoneFRUON 1.1490 ULLEVIG www.FHUENG.mm SHEET REVISIONS DATE COMMENTS INITIALS 4759462 56 09 24/ 2021 10:05 A " M R Fee:$0.00 31 of Carly Koppes, Clerk and Recorder, Weld County CO ■III l�al;l; ti'it'�I'"�hI��JR'X'' K��f EI !I I L.G.EVERIST, INC. 7321 E. BETH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT ROADWAY TYPICAL SECTIONS PROJECT NO./CODE 120121-01 REVISED: DESIGNER: JMD DETAILER: SWD SHEET SUBSET: VOID: STRUCTURE NUMBERS SHEET SUBSET: TYP-02 OF 03 12 4747165 Pages: 30 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO Cq it Oi i II II CONSTRUCTION PLANS KBoe, what's below. Call before you dig. 11' TO VARIES AROUND RETURN NIL \ CADOVesign \ Drawings \ 11.00' r I0 I .2.00%-2AO% 1t.; &, I EXISTING GROUND 5" HMA 6" ABC (CLASS 6) HCL MINOR ACCESS ROAD STA. 300+20.00 TO STA 300+50.00 26' TO VARIES AROUND RETURN 13.00' 13.00' 1' UNPAVED SHOULDER 1' PAVED SHOULDER EXISTING GROUND TYPICAL SECTION NOTES 41 THE CONTRACTOR WILL BE REQUIRED TO PLACE 6 '4 INCHES OF TOPSOIL TO THIS LINE AFTER COMPLETION OF PAVING OPERATIONS. DUE TO THE ANTICIPATED EXCESS AMOUNT OF TOPSOIL, SOME SURFACES MAY CONTAIN TOPSOIL EXCEEDING 6 INCHES IN DEPTH. a ROADWAY CROSS SLOPE SHALL MATCH EXISTING ROAD CROSS SLOPE. ■ BREAK POINTS ON SLOPES AND IN BOTTOMS OF DITCHES SHALL BE ROUNDED DURING CONSTRUCTION FOR A PLEASING APPEARANCE. * PAVEMENT SAWCUT UNE 12.00' LANE I A 12.00' LANE VARIES HCL VARIES WCR 20 STA. 20+45.95 TO STA 21+40.3 NOTE: SEE ROADWAY PAVEMENT DETAILS FOR MINOR ACCESS ROAD PAVEMENT SECTION AND FOR PAVEMENT SAFETY EDGE DETAIL 1' UNPAVED SHOULDER 1' PAVED SHOULDER 6" HMA 6" ABC (CLASS 6) TYPICAL SECTION NOTES 1. CDOT MUST APPROVE THE ASPHALT MIX DESIGN PRIOR TO CONSTRUCTION. THE PERMITTEE'S ENGINEER OF RECORD SHALL COORDINATE WITH THE COOT PERMIT UNIT CONTACT PERSON (970-663-6286) TO OBTAIN APPROVAL. 2. BREAK POINT ON SLOPES AND IN BOTTOMS OF DITCHES SHALL BE ROUNDED DURING CONSTRUCTION. 3. AT THE LOCATIONS WHERE NEW ASPHALT IS TO ABUT EXISTING ASPHALT, SAW CUT THE EXISTING PAVEMENT AND REMOVE PAVEMENT. FROM THE SAW CUT UNE, MILL EXISTING PAVEMENT BACK 1 FOOT TO A DEPTH OF 2 INCHES. TACK EXPOSED VERTICAL ASPHALT EDGE PRIOR TO PAVING. THE SAW CUTTING WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE REMOVAL OF THE ASPHALT ITEM. NOTE: SEE ROADWAY PAVEMENT DETAILS FOR EXISTING AND PROPOSED US 85 PAVEMENT SECTIONS AND FOR PAVEMENT SAFETY EDGE DETAIL PRINT DATE: 06/8/2021 12:14 PM FILE NAME: 120121DES_TYPLSECT.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE FELSBURG diHOLT & ULLEVIG 64005 Fiddlers Green Circle, 5ulte 1500 Greenwood Village, CO BO I I I Phone: 303.721.1440 www.FHUENG.com SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. BETH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4856 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT ROADWAY TYPICAL SECTIONS PROJECT NO./CODE 120121-01 REVISED: DESIGNER: JMD DETAILER: SWD SHEET SUBSET: VOID: STRUCTURE' _ NUMBERS SHEET SUBSET: TYP-03 OF 03 13 4759462 Pages: 32 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO II II! 4747185 Pages: 31 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 1111 1 111111 CONSTRUCTION PLANS S US 85 HCL US 85 10Gµ0 X105+00 X +0 _ 1100 _ L2 5+00 HCL - US 85 NO. STATION NORTHING EASTING LENGTH LINE/CHORD BEARING DELTA TANGENT RADIUS L1 100+00,00 119+99.91 1289611,9059 1291611.7815 3193609,2165 3193597.7689 1999'91' NO'19'41"W L2119+99.91 141+00.00 1291611.7815 1293711.8006 3193597.7689 3193579.9599 2100.09' NO'29'09"W w X 140+0011+00 Know what's below. Call before you dig. HORIZ SCALE: 1 `=400' 0' 200' 400' PRINT DATE: 06/7/2021 2:53 PM FILE NAME: 120121DES_GEOD1.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE 1.1002 FEISRURG �HOLT & ULLEVIG 6400 5 Fiddlers Green Circle, Suite 1500 Greenwood Village, CO IoI I 1 Phone: 303.721.1440 www.FHUENG.com R —X SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT ROADWAY GEOMETRIC CONTROL SHEET 01 PROJECT NO./CODE 120121-01 REVISED: DESIGNER: JMD DETAILER: SWD SHEET SUBSET: VOID: STRUCTURE NUMBERS SHEET SUBSET: GEO-01 OF 04 14 4759462 Pages: 33 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII 14��r 'E�!' '��iP+.1��411 i'?� ► I�� I�Fr�r '� i i 111111 4747165 Pages: 32 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII rAlisF 'liMu'll:NOthli a«dllWill 1i Ik Bill CONSTRUCTION PLANS US65 — WCRZR Permit X X X X X 4'X TX ' X _ L3 HCL INTERSECTION X HCL-INTERSECTION PO6 10+00.00 oX X X X X X X X X POE 12+50.65 - US 85 NO. STATION NORTHING EASTING LENGTH UNE/CHORD BEARING DELTA TANGENT RADIUS L3 10+00.00 12+59.65 1291632.9907 1291635.1926 3193337.9261 3193597.5704 259.65' 689'3O'51"E know what's WOW. Call befall you el9, HORIZ SCALE: 1"=2OO' O' 1OO' 2OO' PRINT DATE: O8/7/2O21 2:53 PM FILE NAME: 12O121DES_GEOO2.DWG HORIZ, SCALE: NO SCALE VERT. SCALE: NO SCALE FELSBURG itHOLT & ULLEVIG 6400 S Fiddlers Green Circle, 5Wce I S00 Greenwood Village, CO 80 I Phone: 303.721.1440 www.FHUENG.con, R -X SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (3O3) 287-4656 FAX: (3O3) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT ROADWAY GEOMETRIC CONTROL SHEET 02 PROJECT NO./CODE 12O121-01 REVISED: DESIGNER: JMD DETAILER: SWD SHEET SUBSET: VOID: STRUCTURE NUMBERS SHEET SUBSET: GEO-O2 OF O4 15 4759462 Pages: 34 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO Ngi'W h 1I 111 4747165 Pages: 33 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 1111 . ri P1iiihRi Yid 11111 CONSTRUCTION PLANS leww what's below. Call before you dig. n Lir 1L HCL WCR 20 U C/) LU U Q H O N U 22+34.05 POE 22+34.05 HCL - WCR 20 NO. STATION NORTHING EASTING LENGTH UNE/CHORD BEARING DELTA TANGENT RADIUS L4 20+00,00 22+34.05 1291616.4374 1291618.4222 3193597.7294 3193831.7708 234.05' N89'30'51 "E US 85 HORIZ SCALE: 1"=200' 0' 100' PRINT DATE: 06/7/2021 2:54 PM FILE NAME: 120121DES_GE003.DWG HORIZ. SCALE: 1 "=200' VERT. SCALE: NO SCALE FELSBURG 64000 Fiddlers Green Orde, Suite 1500 HO'L T & Greenwood Wage, CO 90111 Phone: 303.721.1440 ULLEVIG www:FHUENG.com R —X SHEET REVISIONS DATE COMMENTS INITIALS 4759462 Pages: 35 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII P iLIVIOCailMI i h:110 Fill iki Bill L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85/ WCR 20 PERMIT PROJECT ROADWAY GEOMETRIC CONTROL SHEET 03 PROJECT NO./CODE 120121-01 REVISED: DESIGNER: JMD RETAILER: SWD SHEET SUBSET: ROADWAY VOID: STRUCTURE NUMBERS SHEET SUBSET: GEO-03 OF 04 16 4747165 Pages: 34 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 11111 CONSTRUCTION PLANS / HCL — MINOR ACCESS ROAD SB US 85 NB US 85 P08 300+00.00 L5 0 0 POE 301+00.00 O to HCL - MINOR ACCESS ROAD NO. STATION NORTHING EASTING LENGTH UNE/CHORD BEARING DELTA TANGENT RADIUS L5 300+00.00 301+00.00 1290165.4879 1290166.0543 3193505.0451 3193806.0445 100.00' N89'40'19"E 61100 wears below. Call before you dig. HORIZ SCALE: 1"=60' 0' 30' PRINT DATE: 06/7/2021 2:54 PM FILE NAME: 120121DES_GE004.DWG HORIZ. SCALE: 1" = 60'VERT. SCALE: N/A FELSBURG itHOLT & ULLEVIG 6400 S Fiddlers Green Circle, Suite 1500 Greenwood Village, CO 6011 I Phone: 303.721.1441 www.FHUENGmm R —X SHEET REVISIONS DATE COMMENTS INITIALS 1 L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80840 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US -85 / WCR 20 PERMIT -PROJECT ROADWAY GEOMETRIC CONTROL SHEET 04 PROJECT NO,/CODE 120121-01 REVISED: DESIGNER: JMD DETAILER: ZEM SHEET SUBSET: ROADWAY VOID: STRUCTURE NUMBERS SHEET SUBSET: GEO-04 OF 04 17 Pages: 36 of 156 009522021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII lK��I'I MF: '�41i�1�1il�� I�hkh�.UFlllw�r�i4Mti Y h 1111 4747165 Pages: 35 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII liVFAIPPEeilhiltaltaiiikiliMitliMilcki liii CONSTRUCTION PLANS 0 PRINT DATE: 06/7/2021 2.57 PM EXISTING RIGHT OF WAY FILE NAME: 120121DES CONDITIONS.DWG HORIZ. SCALE: 1" = 1 OWERT. SCALE: 6400 S Fiddlers Green Circle. Suite 1500 Greenwood Village, CO 8011 I Phone: 303.721-1440 www.FHUENG.com SHEET REVISIONS COMMENTS 4759462 Pages: 37 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO Ill KAM��IQIIF��. �' i I�WI,` 1 � �1��1r:�� iYY11111 INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 SB US 85 AS CONSTRUCTED NO. REVISIONS: REVISED: EXISTING RIGHT OF WAY US 85/ WCR 20 PERMIT PROJECT EXISTING CONDITIONS DESIGNER: DETAILER: SHEET SUBSET: EXIST STRUCTURE NUMBERS SHEET SUBSET: Know what's below. Call before you thy. PROJECT NO./CODE 120121-01 4747165 Pages: 36 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO III MIMI" IIH I CONSTRUCTION PLANS C 0 a C O U a C HORIZ SCALE: 1"= 100' PRINT DATE: 06/7/2021 2:57 PM FILE NAME: 120121 DES_EXISTING CONDITIONS.DWG = 100iERT. SCALE: N/A 6400 S Fiddlers Green Circle, Suite 1500 Greenwood Village, CO 801 1 1 Ffione: 303 721.1440 www.FHUENG.com SHEET REVISIONS COMMENTS 4759462 Pages: 38 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO in PIIPJNAlti ,l III INITIALS SB US 85 NB US 85 L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 EXISTING RIGHT OF WAY FO FO FO FO FO AS CONSTRUCTED NO. REVISIONS: REVISED: US 85/ WCR 20 PERMIT PROJECT EXISTING CONDITIONS DESIGNER: DETAILER: SHEET SUBSET: EXIST STRUCTURE NUMBERS SHEET SUBSET: Know what's below. Call before you dig. PROJECT NO./CODE 120121-01 4747165 Pages: 37 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO IIIMCI ka,,NO I gill III�K iu n 2 N O N n 0 U [T c n x Ls: ings\ 170171 DE Li U O O u tJ 0 a 0 N b! U In O 0 N SHEET REVISIONS FO FPO _ HORIZ SCALE: 1"=100' t - PRINT DATE: 06/7/2021 2:57 PM FILE NAME: 120121DES CONDITIONS.DWG HORIZ. SCALE: 10QIERT. SCALE: N/A _FELSBURG L HOLT & ULLEVIG 6400 S Fiddlers Green Circle, Suite 1 500 Greenwood Village. CO 801 1 1 Phone: 303.721 1440 wow-FHUENG.com SB US 85 NB US 85 COMMENTS EXISTING RIGHT OF WAY J INITIALS EXISTING RIGHT OF WAY L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: REVISED: VOID: US 85/ WCR 20 PERMIT PROJECT EXISTING CONDITIONS DESIGNER: DETAILER: SHEET SUBSET: EXIST STRUCTURE NUMBERS SHEET SUBSET: CONSTRUCTION PLANS EX -03 )(MOW what's below. Call before you dig. PROJECT NO./CODE 120121-01 20 4759462 Pages: 39 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes. Clerk and Recorder Weld County CO VIII PaccinlilAdirligtillirillilillindriPNIWASSil 4747165 Pages: 38 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO Mir NIT Ed 11111 CONSTRUCTION PLANS Know what's below. Call hatare you dig. r-' i I ( 130+00.---,�i\`— 140+00141+00 100+00—c-=,�--r-`ca05+0 110+00 ,_--•--115+00 a-� =>+---S7_120+00 _—s=12_5+00^^----__— ---�ne135+00+�F _ i i — —--..=_ ---- SB US 85 _ __. - - z - NB US 85 --- --- fl=--�„�i C�- iED N CC U HORIZ SCALE: 1'=3D0' elii LEGEND D' 150' 300' -. _q1 PLAN SHEET No, ED �Q-• 'DOE/''' C l/,, . 52481 T y ,'/i AS�ONAI�G ' PRINT DATE: 06/7/2021 2:56 PM R -X O 0 Q SHEET REVISIONS i aa 1 1 �' L.G.EVERIST, INC. 7321 E. 88TH STREET SUITE 200 PHONHENDERSON, CO 80840 PHONE: (303) 287-4656 FAX: (303) 269-1348 AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT PROJECT KEYMAP PROJECT NO./CODE FILE NAME: 120121DE5_KEYMAP.DWG DATE COMMENTS INITIALS NO. REVISIONS: 120127-01 HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE FELSBURG WI H O LT & U LLEVIG 6400 S Fiddlers Green Circle, Suite 1500 Greenwood Yllage, CO 80111 Phone:303.ni.H40 www.FHUENGxnm REVISED: DESIGNER: JMD STRUCTURE' DETAILER: SWD NUMBERS VOID: 21 SHEET SUBSET: SHEET SUBSET: KM -01 OF 01 4759462 Pages: 40 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO IIIIIIIIIPANVKINCLAILikliENNIAWIllyi 1111 4747165 Pages: 39 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO lIII I +IIR I4 IN' Fy4 Eitilik 11111 CONSTRUCTION PLANS Know wbe15 below. Call before you dig. BEGIN REMOVAL OF ASPHALT MAT STA 103+81.41 OFF 44.97' LT / CR20 Permit Project \O SAWCUT PI STA 103+81.41 OFF 34.23' LT BEGIN PROJECT STA 103+81.41 X --107+00w`=-7 `108+00,-- ('6.. _.. - ---109+00— RESET MAILBOX STRUCTURE(S) (TYPE 1) I„ +00 I 103+00 104+00 -_.--105+00 ------- •106+00= =, _ TT -T I I' 'I 1 I HCL US 85 _ - X- U l 30 EXISTING RIGHT OF WAY BEGIN RESET OF CABLE BARRIER BEGIN REMOVAL OF CONCRETE SLOPE AND DITCH PAVING STA 105+96.69 OFF 1.05' RT Er- --K➢--Ei- BEGIN REMOVAL OF ASPHALT MAT STA 106+50.00 OFF 16.83' RT SAWCUT PI STA 106+50.00 OFF 20.67' RT T F8= SB US 85 SAWCUT LINE f// -EXISTING RIGHT OF WAY FQ NOTES: 1. SEE UTILITY PLAN FOR UTILITY REMOVAL AND RESETS 2. SEE TRAFFIC PLANS FOR TRAFFIC REMOVAL AND RESET 3. SEE DRAINAGE PLANS FOR DRAINAGE REMOVAL AND RESETS. - _ - 30 ------aa U— SAWCUT UNE LEGEND RESET TENSIONED CABLE BARRIER REMOVAL OF CONCRETE SLOPE AND DITCH PAVING - - - SAWCUT EXISTING PAVEMENT REMOVAL OF ASPHALT MAT X X X X X RESET TENSIONED CABLE BARRIER HORIZ SCALE: 1'=50' 0' 25' O LO OH + 0 z x PROJECT NO./CODE PRINT DATE: 06/7/2021 2:58 PM FILE NAME: 120121DES_REM.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE FELSBURG 71(4 HOLT & ULLEVIG 64005 Fiddlers Green Circle, Suite 1500 Greenwood Village, CO 8011 I Phone: 303.721.1440 www.FHUENG.com R —X 0 0 Q SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 8BTH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT REMOVAL PLANS SHEET 01 120121-01 REVISED: DESIGNER: JMD DETAILER: DAT SHEET SUBSET: VOID: STRUCTURE NUMBERS SHEET SUBSET: REM -01 OF 05 22 475946 5 09/24/202 10:05 AM R Fee:0 060 III! frP.rl andCarly '<elopes, Clerk 4 L J iL'rkl�+�'�ik4�lki� 'fil I II III 4747165 Pages: 40 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 11111 CONSTRUCTION PLANS S E 0 W Z 2 SAWCUT LINE FO SAWCUT LINE EXISTING RIGHT OF WAY SAWCUT PI STA 119+62.36 OFF 9.50' LT REMOVAL OF DRAINAGE STRUCTURE STA 119+64.89 OFF 5.77' RT X FO X O X - Fn ru Fn —rc SAWCUT PI STA 119+34.00 - OFF 9.50' LT — REMOVAL OF ASPHALT MAT NB US 85 RESET TENSIONED CABLE BARRIER -REMOVAL OF CONCRETE SLOPE AND DITCH PAVING 30 30 RESET TENSIONED CABLE BARRIER SAWCUT PI STA 119+03.23 30 OFF 46.08' RT TEMPORARY EASEMENT BEGIN REMOVAL OF ASPHALT MAT STA 119+03.23 - OFF 56.08' RT °- END RESET OF CABLE BARRIER_ END REMOVAL OF CONCRETE SLOPE AND DITCH PAVING X STA 119+50.12--, OFF 8.05' RT X _ REMOVAL OF ASPHALT MAT EXISTING RIGHT OF WAY RESET MAILBOX STRUCTURE(S) TYPE 1 REMOVAL OF STRUCTURE (SPECIAL) RESET MAILBOX STRUCTURE (TYPE 3) BEGIN REMOVAL OF ASPHALT MAT SAWCUT PI STA 120+54.22 OFF 6.77' RT SAWCUT PI STA 119+99.86 OFF 34.23' LT u F SAWCUT PI STA 119+77.36 OFF 1.52' LT EXISTING RIGHT OF WAY END REMOVAL OF ASPHALT MAT STA 119+77.36 OFF 22.24' RT F0 S Fn REMOVAL OF ASPHALT MAT SAWCUT PI STA 120+89.58 OFF 7.07' RT Rnoww8at5 below. Call before you dig. RESET TENSIONED CABLE BARRIER REMOVAL OF CONCRETE SLOPE AND DITCH PAVING EXISTING RIGHT OF WAY F0 F0 FO _._ --TX------ -Y®T END REMOVAL OF ASPHALT MAT —mom, \ OTAFF 120+7.52' R,58 RT CABLE BARRIER RESET PI OFF 7.52' STA 120+88.80 OFF 12.05' RT SAWCUT PI `BEGIN RESET OF CABLE BARRIER -STA 120+70.19;_ BEGIN REMOVAL CONCRETE SLOPE OFF 18.76' RT -STA 120+63.00 SAWCUT PI -OFF 10.05' RT STA 120+54.12 OFF 18.62' RT SAWCUT PI STA 120+88.50 OFF 46.07' RT END REMOVAL OF ASPHALT MAT STA 120+88.45 OFF 56.49' RT NOTES: 1. SEE UTILITY PLAN FOR UTILITY REMOVAL AND RESETS 2. SEE TRAFFIC PLANS FOR TRAFFIC REMOVAL AND RESET 3. SEE DRAINAGE PLANS FOR DRAINAGE REMOVAL AND RESETS. LEGEND - - - SAWCUT EXISTING PAVEMENT XXXXX REMOVAL OF ASPHALT MAT RESET TENSIONED CABLE BARRIER AND DITCH PAVING - 41 z HORIZ SCALE: 1`=50' 0' 25' 50' PRINT DATE: 06/7/2021 2:55 PM FILE NAME: 12D121DES_REM.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE FELSBURG [® HOLT & ULLEVIG 64005 Fiddlers Green Circle. Suite 1500 Greenwood Village. CO 80111 Phone: 303.721.1940 www.FHUENG.com R —X SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT REMOVAL PLANS SHEET 03 PROJECT NO./CODE 120121-01 REVISED: DESIGNER: JMD DETAILER: DAT SHEET SUBSET: VOID: STRUCTURE' _ NUMBERS SHEET • SUBSET: REM -03 OF 05 23 4759462 Pages: 42 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 4747165 Pages: 41 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII RIctrlirtk &VD4ic hi' IViN III CONSTRUCTION PLANS Xnawwhatt below. Call before you dig. 1 uses — WCRzo Permit Project \o4_CNL\CADR\oesign\om CHUNE 109+25.00 EXISTING RIGHT OF WAY SAWCUT LINE — --0: 1 SAWCUT LINE — tu— — —X— RESET TENSIONED CABLE BARRIER REMOVAL OF CONCRETE SLOPE AND DITCH PAVING �1 11 +00 — NB US 85 REMOVAL OF ASPHALT MAT O 9• (; X -X .. _ I tro • 1/t- 1----X Fa- .O ...r_ ED -MO � 9 o —++.,114+00— 4. -115+00— SAWCUT PI STA 113+25.00 OFF 21.85' RT EXISTING RIGHT OF WAY NOTES: 1. SEE UTILITY PLAN FOR UTILITY REMOVAL AND RESETS 2. SEE TRAFFIC PLANS FOR TRAFFIC REMOVAL AND RESET 3. SEE DRAINAGE PLANS FOR DRAINAGE REMOVAL AND RESETS. LEGEND — — — SAWCUT EXISTING PAVEMENT ova P9 XXXXX REMOVAL OF ASPHALT MAT RESET TENSIONED CABLE BARRIER rU HORIZ SCALE: 1 `=50' 0' 25' 50' PROJECT NO./CODE PRINT DATE: 06/7/2021 2:58 PM FILE NAME: 120121DES_REM.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE ,M FELSBt1RG 6400 S Fiddlers Green Grde. Suite 1500 dir®HOLT & Greenwoodwlhge, CO 80'11 PhW,FH ENG.co40 ULLEVIG www.PHUENG.com R —X cD SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT REMOVAL PLANS SHEET 02 120121-01 REVISED: DESIGNER: JMD DETAILER: DAT SHEET SUBSET: VOID: STRUCTURE NUMBERS SHEET SUBSET: REM -02 OF 05 24 4759462 Pages: 43 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO NOD 1,4 Ill II 4747165 Pages: 42 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII 1PrA+ IA1FW:5111 fil i liA f I.ThiL1 llilti II III CONSTRUCTION PLANS lemw whatX below. Call before you dig. 0 0 4D M csa Z FO 124+00 EXISTING RIGHT OF WAY REMOVAL OF ASPHALT MAT a�. EXISTING RIGHT OF WAY FO FO SAWCUT LINE ---SB US 85 125+00 - NB US 85 d -- - RESET TENSIONED CABLE BARRIER REMOVAL OF CONCRETE SLOPE AND DITCH PAVING mw — rJ —X hu PTO F.O. FO FO F2- FO FD FO- . - - Fb FO 6fg HCL US 85 END REMOVAL OF ASPHALT MAT STA 130+44.21 OFF 41.23' LT X- - TOY X FO -X 126+00- 127+00 3 n n fi �vn FO 128+00 129+00 NOTES: 1. SEE UTILITY PLAN FOR UTILITY REMOVAL AND RESETS 2. SEE TRAFFIC PLANS FOR TRAFFIC REMOVAL AND RESET 3. SEE DRAINAGE PLANS FOR DRAINAGE REMOVAL AND RESETS. -F0 -.-�... X11---- h 0 — €G - €0 -- - SAWCUT PI STA 130+44.21,x- - OFF 34.23' LT END RESET OF CABLE BARRIER END REMOVAL OF CONCRETE SLOPE AND DITCH PAVING STA 127+45.25 OFF 14.47' RT END PROJECT STA 130+44.21 LEGEND — - — SAWCUT EXISTING PAVEMENT s:° REMOVAL OF ASPHALT MAT XXXXX X X X RESET TENSIONED CABLE BARRIER HORIZ SCALE: 1"=50' 0' 25' 50' PRINT DATE: 08/7/2021 2:58 PM FILE NAME: 120121DE5_REM. DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE prom FELSBURG HOLT & ULLEVIG 6400 5 Fiddlers Green Circle, Suite 1500 Greenwood Village. CO 80111 Phone: 303.721.1440 www.FHUENG.com R -x CD SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80540 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT REMOVAL PLANS SHEET 04 HONE 131+00.0 PROJECT NO./CODE 120121-01 REVISED: DESIGNER: JMD DETAILER: DAT SHEET SUBSET: VOID: STRUCTURE NUMBERS r SHEET SUBSET: REM -04 OF 05 25 4759462 Pages: 44 of 156 09/24/2021 10:05 AM R Fee:$0.00 VIII 1ir1 F! Clerk Recorder, f�lhg f f County ��i,LI+11 11111 4747165 Pages: 43 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO ,III Mrj U dI ■ KPAI Ifr7I Iimf>r'I' xmI tli CONSTRUCTION PLANS Nnowweat5 below. Call betore yeudig. BEGIN REMOVAL OF ASPHALT MAT STA 131+42.20 OFF 41.69' LT ct\oa_cm L\CnOD\Design\pro 0 0 + +00 � J n .. REMOVAL OF ASPHALT MAT END REMOVAL OF ASPHALT MAT STA 132+12.07 OFF 41.90' LT SAWCUT LINE EXISTING RIGHT OF WAY - = T -e_- ru -'-Xe- L / E0- :_ - - Fffi. -_.-. -..FO.-...-:._ - FO 132+00- ---- (. -133+00- I I I I I SB US 85 NB US 85 EXISTING RIGHT OF WAY PO HCL US 85—�_----T rv—__— g, _ X i- —F-04 —y...--_.— F _—_ -2: me —134+00-- --- —135+00.- _--=-_---,,,,,--=-- 136+00-.=-==.- ----,,..--137+00- ,n..-- .---- 138+00 I I I I I I I I I I I -I I I I I N$ I - _X32 NOTES: 1. SEE UTILITY PLAN FOR UTILITY REMOVAL AND RESETS 2. SEE TRAFFIC PLANS FOR TRAFFIC REMOVAL AND RESET 3. SEE DRAINAGE PLANS FOR DRAINAGE REMOVAL AND RESETS. LEGEND — — — SAWCUT EXISTING PAVEMENT REMOVAL OF ASPHALT MAT X X X X X RESET TENSIONED CABLE BARRIER HORIZ SCALE: 1"=50' 0' 25' 50' PROJECT NO./CODE PRINT DATE: 06/7/2021 2:58 PM FILE NAME: 120121DES_REM. DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE FELSBURG HOLT ULLEVIG 6400 S Fiddler: Green Circle. Suite 1500 Greenwood Village, CO 8011 I Phone: 303.721.1440 www.FHUENG.cor, SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80840 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT REMOVAL PLANS SHEET 05 120121-01 REVISED: DESIGNER: JMD DETAILER: DAT SHEET SUBSET: VOID: STRUCTURE NUMBERS SHEET SUBSET: REM -05 OF 05 26 4759462 Pages: 45 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes., Clerk and Recorder, Weld County , CO �ILI INrjQVNdldEl+h(Milk 11111 4747165 Pages: 44 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO IIIhY+uMutlAlN%Y4� 1111 CONSTRUCTION PLANS BEGIN WIDENING SOUTHBOUND BEGIN SOUTHBOUND PAVEMENT TAPER STA 103+81.41 OFF 44.97' LT *VW it I a•-•• — — STA 103+81.41 OFF 34.00' LT l BEGIN PROJECT STA 103+81.41 esa r - I _ - siva S — 1 103+00 — — • a. END SOUTHBOUND PAVEMENT TAPER STA 105+12.51 OFF 50.00' LT 1:25 TAPER RATE I— 30 PRINT DATE: 06/7/2021 2:59 PM FILE NAME: 120121 DES_PLANS.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE -� FELSBURG di HOLT & ULLEVIG 6400 S Fiddlers Green Circle, Suite 1500 Greenwood Village, CO 801 I I Phone: 303.721.1440 www.FHUENG.com O ) ) bra MATCH EXISTING STA 105+48.65 OFF 80.00' LT a a iT. HCL US 85 105+00 30 _ EXISTING RIGHT OF WAY SHEET REVISIONS DATE I COMMENTS 4759462 Pages: 46 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO vi PAM ill#11441.19.001 MIK INITIALS HCL MINOR ACCESS ROAD MATCH EXISTING STA 105+59.65 OFF 80.00' LT 30 BEGIN WIDENING NORTHBOUND BEGIN NORTHBOUND PAVEMENT TAPER STA 106+50.00 OFF 16.83' RT STA 106+50.00 OFF 20.67' RT EXISTING RIGHT OF WAY BEGIN RESET TENSIONED CABLE BARRIER BEGIN SLOPE AND DITCH PAVING (SPECIAL) RESET END ANCHORAGE STA 105+96.69 OFF 1.05' RT TOE OF FILL 107+00 108+00 11\\\l 1:25 TAPER RATE 3O 30 30 • RESET TENSIONED CABLE BARRIER SLOPE AND DITCH PAVING (SPECIAL) TENSIONED CABLE BARRIER PI STA 108+81.38 OFF 0.50' LT LEGEND NEW PAVEMENT Know what's below. Call before you dig. EDGE OF PAVEMENT Snit. SEIPs.....multeellint- PG a 30 3O • n,, RESET TENSIONED CABLE BARRIER J1- C 109+25.00 MATCHUNE 1J z HORIZ SCALE: 1"=50' 0' 25' PROJECT NO./CODE L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONS I RUCTED NO. REVISIONS: US 85 I WCR 20 PERMIT PROJECT ROADWAY PLAN SHEET 01 REVISED: DESIGNER: JMD VOID: DETAILER: SWD STRUCTURE NUMBERS SHEET SUBSET: SHEET SUBSET: PL -01 OF 05 50' 120121-01 27 4747165 Pages: 45 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly IP)Sj Koppes, Clerk and Recorder, Weld County , CO A1V P P Iti � ill i i iiI !�' �' I ad ' Iliii i 0 u 0 N a. a. o O O) N N 0 N t0 N C 0 a Li 0 0 N 0 N C C, L 0 O 0 0 U z U 0 O ce CONSTRUCTION PLANS TOE OF FILL -1 r� f., ...mot below. Call before; you dig. EXISTING RIGHT OF WAY EDGE OF PAVEMENT r I EXISTING RIGHT OF WAY yI x MATCHUNE 109+25.00 X X �'!! �� x_ y - MATCHLINE 116+50.00 - - �{ a L. �' r�=p�O- - - ^- }:{ Y- .�� = _ _ '-'f . �.- a• Rig 1�'L T _ 4�Tii rri��.� �"-= -'-- =YCI_= _- - -•- - =_� IC _ _'_;_•---�--- _: _--_ - - - - _ I HCL US 85 I - SB US 85 - 110+00 I i11+U0 112+00 113+00 4 114+00 115+00 116+00 \\\\\\ Lva\\ \\\\..1%).\\`‘ �\\\L - -S1\\\` L\\ v..\\ \\\\\\ u\.\. -AWN- _ _ ----NW* i - - - �'/-•f. r-i�� L S� • I f �1f!"T• -fir 1�1�•�a.-- 1�� , - -- .1..�'!T�•. T" _ _ _ ___ _ _ _ _ _ _ - __ - - - \\\\\‘._ --— \ .• tom NOW--..'- \\\\\C- - \\\\ \\\ \\\\�_.-- \\\\�- \\\�— �.N RESET TENSIONED CABLE BARRIER - - NR HS 85 i�- --,U ---- $---- -- - --`+�---- `a i�-= -- ---------------0 .- �39►=- .\ 3O 3O 30 JOA t _ - ---t' f - -•- - -- -- 3 STA 113+25.01 TENSIONED CABLE BARRIER PI _ -> T OFF 21.85' RT SLOPE AND DITCH PAVING (SPECIAL) PI STA 113+25.04 TENSIONED CABLE BARRIER PI EXISTING RIGHT OF WAY OFF 1.85' RT SLOPE AND DITCH PAVING (SPECIAL) PI END NORTHBOUND PAVEMENT TAPER STA 109+50.04 RESET TENSIONED CABLE BARRIER OFF 1.19' RT SLOPE AND DITCH PAVING ' STA 109+50.00 (SPECIAL) t.. OFF 5.20' RT HORIZ SCALE: NOTES: !I 1"=50' _ 1. SEE UTILITY PLAN FOR 0' 25' 50' UTILITY REMOVAL AND RESETS ��%%%"‘\‘‘‘�1{ 2• SEE TRAFFIC PLANS FOR LEGEND I-- %p\DG Lic TRAFFIC REMOVAL AND ?. •••• ►► •• ,.H?le% RESET SEE DRAINAGE PLANS FOR s.' NEW PAVEMENT V.6c3. 0 t L L./ DRAINAGE REMOVAL R A AND RESETS. e, e, RESET TENSIONED CABLE ;0 52481 r-: n?: BARRIER 10 ►►►s .,�, ••••• 6/09/2021 •/ e SS/GNA\ C> = PRINT DATE: 06/7/2021 2:59 PM AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT ROADWAY PLAN SHEET 02 PROJECT NO./CODE SHEET REVISIONS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 FILE NAME: 120121 DES_PLANS.DWG DATE COMMENTS INITIALS NO. REVISIONS: 120121-01 (R -X) HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE HENDERSON, CO 80640 PHONE: 303 287-4656 ( ) �r FELSBURG 6400 5 Fiddlers Green Circle. Suite 1 500 REVISED: DESIGNER: JMD STRUCTURE dill H O L T & ULLEVIG L EV I G Greenwood Village, CO 801 I l Phone. 303,721,1440 www FHUENG com ( ) FAX: (303) 289-1348 DETAILER: SWD 28 VOID: ( ) SHEET SUBSET: SHEET SUBSET: PL -02 OF 05 4759462 Pages: 47 of 156 09/24/2021 10:05 AM R Fees$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO IIIF �.� " legal �'�iI�i�l ilhil �lr I Iai , i ��,4j�� Wi �I III 4747165 Pages: 46 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO rlIchL7P�W.M liii CONSTRUCTION PLANS 116+50.00 MATCHLINE EXISTING RIGHT OF WAY TOE OF FILL EDGE OF PAVEMENT NB US 85 RESET TENSIONED CABLE BARRIER SLOPE AND DITCH PAVING MEDIAN EDGE OF PAVEMENT PT (SPECIAL) STA 1101-'-3.94 X � e‘ OFF 7.50' LT OUTSIDE EDGE OF PAVEMENT PI STA 10+79.58 OFF 16.00' RT OUTSIDE EDGE OF PAVEMENT PT STA 11+55.38 OFF 16.00' RT TEMPORARY EASEMENT OUTSIDE EDGE OF PAVEMENT PCC STA 11+88.55 OFF 33.64' RT OUTSIDE EDGE OF PAVEMENT PC STA 119+05.92 OFF 50.00' LT STA 119+62.36 OFF 9.50' LT MEDIAN EDGE OF PAVEMENT PI MATCH EXISTING PAVEMENT STA 119+34.00 OFF 7.50' LT END RESET TENSIONED CABLE BARRIER RESET END ANCHORAGE END SLOPE AND DITCH PAVING (SPECIAL) STA 119+40.66 OFF 2.21' RT MEDIAN EDGE OF PAVEMENT PC STA 119+43.90 OFF 6.22' RT EXISTING RIGHT OF WAY YI x a• J EDGE OF PAVEMENT PCC STA 12+01.88 OFF 62.38' RT STA 119+34.00 OFF 9.50' LT 119+00 EDGE OF PAVEMENT PC STA 20+55.82 OFF 101.49' RT OUTSIDE EDGE OF PAVEMENT PCC STA 20+67.05 OFF 55.57' RT OUTSIDE EDGE OF PAVEMENT PCC STA 20+74.47 OFF 45.20' RT 9' I I K\C1 A o -1! -_ STA 119+99.95 OFF 34.00' LT STA 119+03.03 OFF 46.02' RT N SEE ROADWAY DETAILS FOR MORE INFORMATION OUTSIDE EDGE OF PAVEMENT FT STA 21+40.31 OFF 13.00' RT •, .a is k 1 HCL INTERSECTION WCR 20 U) W O 0 w z J w CY to O z z O z z a O 19 I R200.00' OUTSIDE EDGE OF PAVEMENT PI STA 10+79.60 OFF 16.00' LT OUTSIDE EDGE OF PAVEMENT PC STA 11+14.88 OFF 16.00' LT HCL INTERSECTION OUTSIDE EDGE OF PAVEMENT PCC STA 11+58.18 OFF 20.74' LT EDGE OF PAVEMENT PCC STA 11+91.91 OFF 35.1 1 ' LT OUTSIDE EDGE OF PAVEMENT PT STA 120+91.68 OFF 49.90' LT --_rt t - - Frf - - - `N% (� .r. -ice cm STA 140+88.50 OFF 4 ..Q7' RT 0 0 N N SEE ROADWAY DETAILS FOR MORE INFORMATION 121+00 '-'Sw" HCL US 85 - EXISTING RIGHT OF WAY TOE OF FILL i- EDGE OF PAVEMENT RESET TENSIONED CABLE BARRIER SLOPE AND DITCH PAVING (SPECIAL) Know whats below. Call before you dig. -CABLE BARRIER RESET PI - OUTSIDE EDGE OF PAVEMENT PT o STA 20+56.07 OFF 83.91' LT OUTSIDE EDGE OF PAVEMENT PCC STA 20+63.56 OFF 45.81' LT OUTSIDE EDGE OF PAVEMENT PCC STA 20+85.03 OFF 19.18' LT OUTSIDE EDGE OF PAVEMENT PC STA 21+04.88 OFF 13.00' LT OUTSIDE EDGE OF PAVEMENT PI STA 21+40.31 OFF 13.00' LT SLOPE AND DITCH PAVING (SPECIAL) PI STA 120+81.39 SIGHT OF WAY OFF 11.65' RT BEGIN RESET OF CABLE BARRIER RESET END ANCHORAGE BEGIN SLOPE AND DITCH PAVING (SPECIAL) STA 120+63.00 OFF 10.05' RT LEGEND NFW PAVFMFNT eke, n.,, RESET TENSIONED CABLE BARRIER •u r 2' HORIZ SCALE: 1"=50' 25' 50' 123+75.00 MATCHLINE PROJECT NO./CODE PRINT DATE: 06/7/2021 4:08 PM FILE NAME: 120121 DES_PLANS.DWG HORIZ. SCALE: 1" = 50' VERT. SCALE: N/A pin FELSBURG diglHOLT& ULLEVIG 6400 S Fiddlers Green Circle, Suite 1500 Greenwood Village. CO 801 1 I Phone: 303.721.1440 www.FHUENG.com (R -X) SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT ROADWAY PLAN SHEET 03 120121-01 REVISED: DESIGNER: JMD VOID: DETAILER: SWD STRUCTURE NUMBERS SHEET SUBSET: SHEET SUBSET: PL -03 OF 05 29 4759462 Pages: 48 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes. Clerk and Recorder, Weld County , CO III JNiL1 R.15,)II4VDMILAJU 11111 4747165 Pages: 47 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III 11111 WCR20 Permit Project\04_CWIL\CADD\Design\Drowings\120121DE5_Pions. 6/7/2021 2:59.20 PM, Zone.Motz N 0 N CONSTRUCTION PLANS O N N Z -� x� x_ fv- lJ By _FLL- TOE OF FILL EXISTING RIGHT OF WAY - - - • - - • - - - - EDGE OF PAVEMENT - _ 1 --F0-._. --Cara • ' - �+�—. �_...-rte _IS— _ END WIDENING SOUTHBOUND END SOUTHBOUND PAVEMENT TAPER STA 130+44.21 OFF 41.24' LT BEGIN SOUTHBOUND PAVEMENT TAPER STA 128+54.00 OFF 48.96' LT - 1:25 TAPER RATE Know what's below. Call before you dig. NN 124+00 SB US 85 125+00 126+00 HCL US 85 127*00 128+00 } I 1 _ I a 129+00 130+00 s. ll,tita• EXISTING RIGHT OF WAY NB US 85 RESET TENSIONED CABLE BARRIER SLOPE AND DITCH PAVING (SPECIAL) \\\ END RESET OF CABLE BARRIER END SLOPE AND DITCH PAVING (SPECIAL) STA 127+49.98 OFF 14.31' RT - J A. X — 'S 1 �lua ate. - END PROJECT STA 130+44.21 NOTES: 1. SEE UTILITY PLAN FOR UTILITY REMOVAL AND RESETS 2. SEE TRAFFIC PLANS FOR TRAFFIC REMOVAL AND RESET 3. SEE DRAINAGE PLANS FOR DRAINAGE REMOVAL AND RESETS. 'L LEGEND NEW PAVEMENT et RESET TENSIONED CABLE BARRIER \ JjL �r HORIZ SCALE: 1"=50' 0' 25' 50' + .- rn MATCHUNE PROJECT NO./CODE PRINT DATE: 06/7/2021 2:59 PM FILE NAME: 120121 DES_PLANS.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE FELSBURG L HOLT & ULLEVIG 6400 S Fiddlers Green Circle, Suite 1 500 Greenwood Village, CO 801 1 1 Phone: 303.721.1440 www.FHUENG.com SHEET REVISIONS DATE COMMENTS INITIALS kE L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT ROADWAY PLAN SHEET 04 120121-01 REVISED: DESIGNER: JMD VOID: DETAILER: SWD STRUCTURE NUMBERS SHEET SUBSET: SHEET SUBSET: PL -04 OF 05_ 30 4759462 Pages: 49 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder Weld County CO 4747165 Pages: 49 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Reoorder, Weld County , CO VIII MrjPralhtiVfwMllg 1.417irlitifikliAlivii tl 11 CR20 Permit Project\04_CML\CM0\Wsgn\ CONSTRUCTION PLANS PRINT DATE: 06/7/2021 3:00 PM FILE NAME: 12D121DES_PROFILE_SHEETO1.DWG HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=10' pFELSBURG HOLT & ULLEVIG 6400 S Fiddlers Green Circle, Suite 1500 Greenwood Village, CO 80I I I Phone: 303.721.1440 www.FHUENG.com R —X O EXISTIN DATE 4890 4885 rt m og N a 4885 4880 gw w. 4880 GROUND 4875 PFOPOSED MINE PROFILE ACCESS ROAD ze-- PROPOSED - 4870 4865 F? on .1 �a "STA: ` d 4865 4860 p Oa > n VPI 1 I+ap.u7 EL: 4873,47' VC: 100.00' > K: 48.61 a w 4860 4855 55D: 986 4855 -. LP STA 10+91.45 EL: 4873.50' in n yr a n n 0 n �' m ry n n A r n ; P: w n w 489 10+50 11+00 SHEET REVISIONS COMMENTS INITIALS 12+00 12+50 L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 5 AS CONSTRUCTED NO. REVISIONS: loow whets below. Call before you dig. II HORIZONTAL SCALE: 1"=50' VERTICAL SCALE: 1"=10' 0' 25' 50' 100' ROADWAY PROFILE MINE ACCESS ROAD N PROJECT NO./CODE 120121-01 REVISED: VOID: DESIGNER: DETAILER: SHEET SUBSET: ROADWAY JMD SWD STRUCTURE' _ NUMBERS SHEET SUBSET: PRO -01 OF 03 32 4759462 Pages: 50 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder Weld County , CO Ell Eif■stl h'I�IPl ARM ■nNiRLIKIWili 11111 4747165 Pages: 48 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO FOrdriAli III II CONSTRUCTION PLANS KnOwwhat's below. Call het ore you dig. REMOVE ACCESS SEE REMOVAL PLANS EXISTING RIGHT OF WAY e S Tz - _ _ �— ra= - Y -X r — — —� — f-- --- `_�_ - .— _---___ _ -_ — F —@D sa -mot __ ___— __-____ - _ _ `� <L Vi= --------------------- -— _ _ O 132+00 ^p 133+00 W J HCL US 85 134+00 135+00 • 136+00 \ 137+00 a ♦ 136+00 I .rte ----� - - X -= � - �-�Sg - � ��-�' --'"� fin-`! - --'--� �� _ X a7s- •--...ar-_.a—= � _ .�_-��'T7�===�L�s-��„' - m-- r x EXISTING RIGHT OF WAY NOTES: 1. SEE UTILITY PLAN FOR UTILITY REMOVAL AND RESETS 2. SEE TRAFFIC PLANS FOR TRAFFIC REMOVAL AND RESET 3. SEE DRAINAGE PLANS FOR DRAINAGE REMOVAL AND RESETS. LEGEND ti NEW PAVEMENT 1, RESET TENSIONED CABLE BARRIER ;� v= HORIZ SCALE: 1"=50' 0' 25' 50' PROJECT NO./CODE PRINT DATE: 06/7/2021 2:59 PM FILE NAME: 12D121DES_PLANS.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE FELSBURG 6400 S Fiddlers Green Circle, Suite 1500 H O L T & 80111 Pone:303.721.1440 U LLEVIG www.FHUENG.com R —X 0 SHEET REVISIONS DATE COMMENTS INITIALS L.G.EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT ROADWAY PLAN SHEET 05 120121-01 REVISED: DESIGNER: JMD DEFAILER: SWD SHEET SUBSET: VOID: STRUCTURE NUMBERS SHEET SUBSET: PL -05 OF 05 31 4759462 Pages: 51 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 4747165 Pages: 50 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII l ILNE MENNlrllMI1M rl6W>rh "Ill CONSTRUCTION PLANS Know what's below. Call before you dig. Inge\RO z1DES_PR 4890 4890 4885 VPI STA EL 4873.80' VC 70.00' F O12' 21+00.00 1 M ;. 4885 4880 8 SSD 1500' g 4880 N ' Si 4 O +_ +y NV , 4875 a F >w 2.44% m a N �n > .} v w 4875 4870 PROPOSED PROFILE - - - EXISTING GROUND) /-/11..09% _ - 4870 4865 WCR 20 4865 0 PP o a n M e m n "' N m u> n ,1 n 20+00 21 +00 22+00 N HORIZONTAL. SCALE: 1"=50' VERTICAL SCALE: 1"..10' o 0' 25' 50' 100' PRINT DATE: 06/7/2021 3:00 PM FILE NAME: 12O121DES_PROFILE_SHEET02.DWG HORIZ. SCALE: 1"=40' VERT. SCALE: 1"=10' FELSBURG 64005 Fiddlers Green Circle, Suite 1500 dill HO L T & Greenwoo. Village, CO 80111 Poo,v. NUEN .1440 ULLEVIG ww�,..FHUeNG.eam R -X 0 SHEET REVISIONS DATE COMMENTS INITIALS 4759462 Pages: 52 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 1111 !MI jilt reVilkiliribrilaillilleiMIM 11 II L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85/ WCR 20 PERMIT PROJECT ROADWAY PROFILE WCR 20 PROJECT NO./CODE 120121-01 REVISED: DESIGNER: JMD DETAILER: SWD SHEET SUBSET: ROADWAY VOID: STRUCTURE' _ NUMBERS SHEET SUBSET: PRO -02 OF 02 33 4747165 Pages: 51 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO Ik4IFLAAll1451JIlII I■ l 1I III CONSTRUCTION PLANS 800W whorl below. Call before you dig. 4880 S 4875 X Ul A 0 II +20.00 VPI 300+20.00 EL 4876.22 I � VPC STA: 300+35.00 ' EL: 4875.40' `l m N TA: 300+42.50 4874.67 (C: 15.00' K: 1.27 SSD: 28' o u 0_, M _ a n a w v r J W 2.00% 2.oc%— 4875 "A: 300+47.45 4874.79' 0 0 N o_ .14 >L. 4870 H to a MINOR ACCESS N 0 u m + ob J VPI STA: 300+27.50 " L.' EL 4876.13' VC: 15.00' c.a K: 1.73 Lw SSD: 131' ' a m US _ _-'_ - 4870 85 ROAD PROPOSED PROFILE PROPOSED z ?? - z g v o m n n v a; m ,t n "' a a o n n s a; o o n n a m m n 40 g a 2 n s 300+00 300+20 300+40 300+60 300+75 in HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1"=10' b 0' 5' 10' 20' PRINT DATE: 06/7/2021 3:01 PM FILE NAME: 120121 DES_PROFILE-SHEET03.DWG HORIZ. SCALE: 1" = 10'VERT. SCALE: 1" = 2' FELSBURG 6400 5 Fiddlers Green Circle, Suite 1500 �l HOLT & Greenwood,, 801I Phone:HUEN 2II4 . com U LLEVIG www.FHUENG.wm R -X SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: MINOR ACCESS ROAD ROADWAY PROFILE MINOR ACCESS ROAD PROJECT NO./CODE 120121-01 REVISED: DESIGNER: SWD DETAILER: ZEM SHEET SUBSET: ROADWAY VOID: STRUCTURE NUMBERS SHEET SUBSET: PRO -03 OF 03 34 4759462 Pages: 53 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO VIII �� ti' I� lfl'l7 Pal �IFI+��+IRA Odd II III 4747165 Pages: 52 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIIIPr./111410% ,� trh% gig! !MaVIkEvA If III CONSTRUCTION PLANS CO • 04_CML\CADO a 0 N 0 N N TOP OF FILL EXISTING ROW PROPOSED EOP 41 +86.99 0) to co O,nn 5+00 US 85 (CANAM HWY) PRINT DATE: 06/8/2021 11:24 AM FILE NAME: 120121 DES_DET01.DWG HORIZ. SCALE: pita FELSall RG dilHOLT& ULLEVIG = 30'VERT. SCALE: N/A 6400 S Fiddlers Green Circle. Suite 1500 Greenwood Village. CO 801 1 1 Phone: 303.721.1440 www FHUENG.corn DATE POB 40+00.00 TEMPORARY EASEMENT SHEET REVISIONS 4759462 Pages: 54 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 1411WilriVHOsi P.'hiLlviiitriiiiVIPLWIti 11111 ui COMMENTS INITIALS 0 POB 30+00.00 to r-0 PC 30+10.00 HCL INTERSECTION C300 R200 •_ C302 POE 12+59.65 HCL NW RETURN 30+53,65 LEGEND; - - - - - TOP OF CUT - - - TOE OF FILL NEW PAVEMENT PCC 30+90.51 rPT 31 +29.83 I r -POE 31 +39.83 L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 31+39.83 AS CONSTRUCTED NO. REVISIONS: REVISED: VOID: HCL US 85 122+( Know what's below. Call before you dig. HORIZ SCALE: 1"=30' US 85 / WCR 20 PERMIT PROJECT ROADWAY DETAILS INTERSECTION DESIGNER: DETAILER: SH ET SUBSET: ROADWAY STRUCTURE NUMBERS SHEET SUBSET: RDT-01 OF 08 PROJECT NO./CODE 120121-01 35 4747165 Pages: 53 of 134 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO II CONSTRUCTION PLANS S 5 Kw stars 6810N1. Calla*, MIN. HCL - RETURN NorthWest Quadrant NO. STATION NORTHING EASTING LENGTH UNE/CHORD BEARING DELTA TANGENT RADIUS L300 30+00.00 1291649.8795 1291649.9643 3193442.6644 3193452.6641 10.00' N89'30'51'130+10.00 C300 PC= PI= PT= 30+10.00 30+31.91 30+53.65 1291649.9643 1291650.1502 1291655.0763 3193452.6641 3193474.5763 3193495.9285 43.65' N83 -15'41-E 1730'19" 21.91' 200.00' C301 PC= PI- PT= 30+53.65 30+72.30 30+90.51 1291655.0763 1291659.2673 1291669.7227 3193495.9265 3193514.0944 3193529.5298 36.86' N66'26'54'E 21'07'15" 18.64' 100.00' C302 PC- PI- PT= 30+90.51 31+11.92 31+29.83 1291669.7227 1291681.7280 1291703.1343 3193529.5298 3193547.2534 3193547.0960 39.31' NV -44'00'E 56'18'32- 21.41' 40.00' L301 31+29.83 31+39.83 1291703.1343 1291713.1341 3193547.0960 3193547.0225 10.00' NO'25'i6'W HCL - RETURN SouthWest Quadrant NO. STATION NORTHING EASTING LENGTH UNE/CHORD BEARING DELTA TANGENT RADIUS L400 40+00.00 1291617.8807 1291618.3090 3193442.9358 3193493.4411 50.51' N89'30'51'140+50.51 C400 PC= PI- PT= 40+50.51 40+71.78 40+89.61 1291618.3090 1291618.4894 1291600.9518 3193493.4411 3193514.7139 3193526.7556 39.10' $62'28'48"E 56'00'42" 21.27' 40.00' C401 PC= PI= PT= 40+89.61 41+05.65 41+21.42 1291600.9518 1291587.7272 1291572.3258 3193526.7556 3193535.8359 3193540.3240 31.81' S25'21'38 -E 18'13'39" 16.04' 100.00' C402 PC- PI- PT= 41+21.42 41+49.39 41+76.99 1291572.3258 1291545.4788 1291517.5154 3193540.3240 3193548.1476 3193548.3077 55.57' SB'17'15-E 15'55'08" 27.96' 200.00' L401 41+76.99 41+86.99 1291517.5154 1291507.5156 3193548.3077 3193548.3649 10,00' SO'19'41'E o�p0OL/CF 1Ip 52481 % ''• 6/09/2021 PRINT DATE: 06/8/2021 11:24 AM ®—X O O SHED' REVISIONS I ' 1 L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT ROADWAY DETAILS INTERSECTION PROJECT NO./CODE FILE NAME: 120121DES_DETO1.DWG DATE COMMENTS INITIALS NO. REVISIONS: 120121-01 HORIZ. 1" = 30'yERT. SCALE: X Fa5�RG piTiSCALE: F O L T & I H O L T UO e�oo s rmdi�rr G,� Orde s"ae soo Greenwood Village, CO 8011i � FHUENG Imm REVISED: DESIGNER: SWD STRUCTURE' RETAILER: CRG NUMBERS VOID: 36 SHEET SUBSET: SHEET SUBSET: RDT-02 OF 08 4759462 Pages: 55 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO Virb klitf Milful'irwfirlyi iI II 4747165 Pages: 54 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO �� IYIr�1N�R��Pu'14U�lL1�II!f'� �hi��i'hLJIRI��I�R' W BM CONSTRUCTION PLANS 5 Mara what's below. CaNbefore you tag. VPI STA 30+99.00 VPI STA 41+34.00 EL 4874.78' EL 4874.81' 4890 VC 60.00' 4890 4890 VC 80.00' 4890 K 23.11 E 0.19' SSD MDS: 25 945' MPH K 55.88 E 0.14' SSD 834' MDS: 25 MPH 4885 HP STA 3t+21.79 6 4 4885 4885 _ _ a 4885 4880 o,_ o p O h 8 E.i°4 o CL 48-4.70' o o G 1 ,, +� N, >W 4880 4880 m� a "t O + m a a g v + a a .. 4880 4875 _ a vn: mr. a W0.31z g OP / 4875 4875 U nm - w ; 4875 0.34% _ rO.38% - - - - � 0.3oR-14 4870 0 0 o u rXIMINNfiWR - - - - C(IIIN�IN 4870 4870 04 0 8 0 m - _ _ _ HCL SW RETURN FYICT1NG GRIXIND 4870 4865 n R N VPI STA 30+35.00 40* a EL 4873.32' _ $ VC 60.00' h. $ PROPOSED * US 85 4865 4865 ? 40 rt g N VPI STA 40+48.00 Q n EL 4873.38' $ VC Bo.00 o a W PROPOSED US 85 4865 a K 30.8. �+ E 0.15' ' SSD 1327' MDS: 25 MPH W w E 0.13' SSD 1500' MDS: 25 MPH .., "9 4860 4860 4860 4860 a n n n n 4 P. n n R N ri ri N , c N n 2. m a `" Or9... a n n 03 r-i O ri a n , N ri a n n m m P. -+ n r N N n pmp N O c n b ,fl v r'i n N ,C v ri n n o 30+00 NW RETURN 31+00 31+40 40+00 SW RETURN +00 41 +87 HORIZONTAL SCALE: 1-=40' VERTICAL SCALE: 1"-10' b 0' 20' 80' �poO L/Cp y' coH R'S .ti 52481 ;",i °, 6/09/2021 ‘P3/ONAL PRINT DATE: 06/8/2021 11:24 AM O Q SHEET REVISIONS I ll' L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT ROADWAY DETAILS INTERSECTION . PROJECT NO./CODE FILE NAME: 120121 DES_DET01.DWG DATE COMMENTS INITIALS NO. REVISIONS: 120121-01 HORIZ. SCALE: 1" = 40' VERY. SCALE: 1" = 10' IrFEISBURG HOLT L T & til ULLEVIG 6100 S Fiddlers Green Circle. Suite 500 Greenwood Village, co wlli Phone:7o1.nI.IM0 , ., FHUENGmm REVISED: DESIGNER: SWD STRUCTURE DETAILER: CRG NUMBERS VOID: 37 SHEET SUBSET: ROADWAY SHEET SUBSET: RDT-03 OF 08 4759462 Pages: 56 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO liii I �I�I�'�!:'�IF�L VIM MJ�'11�I�1��ldi�lia��l �'Y�h 1I 111 4747165 Pages: 55 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III PjflIII IcrarinkM INIPLIVAl' Bill CONSTRUCTION PLANS O 0 c 0 co ID i 4 N N 0 N co d w 9 w W L\CADD\Des.gn\Droll ngs\ 12012 a. 0 N or U 3 w 0 N 0 N PROPOSED EOP 119+00 US 85 (CANAM HWY) 50+00 POB 50+00.00 - - _C500 O O O N N N v o' HCL RETURN SE PT 51 +36.53 120+00 I HCL - INTERSECTION I I t '°c c POE 51+72.92 1_500 CO + CH)2 I0 I� Iup .o o. 0601 oo, 6 �. C600 O O O c C, k PT 60+94.88 oco PROPOSED EOP HCL NE REUTRN _600 POE 61+66.70 121 +00 I 0+00 O O- 8 + O to O a C' I C+ \ I I HCL US 85 122+00 r-. LEGEND: — TOP OF CUT - - - TOE OF FILL NEW PAVEMENT Know vaults below. Call behxe you dig. JjL „r HORIZ SCALE: 1 "=30' 0' PRINT DATE: 06/8/2021 11:26 AM FILE NAME: 120121 DES_DET04.DWG HORIZ. SCALE: = 30'VERT. SCALE: N/A FELSBURG dr, HOLT & ULLEVIG 6400 S Fiddlers Green Circle. Suite 1500 Greenwood Village. CO 801 I I Phone -303-721.1440 www.FHUENG.com ( ) CD O SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT ROADWAY DETAILS INTERSECTION PROJECT NO./CODE 120121-01 REVISED: DESIGNER: SWD VOID: DETAILER: CRG STRUCTURE NUMBERS SHEET SUBSET: ROADWAY SHEET SUBSET: RDT-04 OF 08 38 4759462 Pages: 57 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III JJI'd'I1W iA'I'N'I 'ivI 1111111 4747165 Paws: 56 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO tlmu rinI lita0damwr ma I 1111 1 CONSTRUCTION PLANS I Iliv..Aet76elow. Call Eefee11ee.g HCL - INTERSECTION EAST RETURN NE NO. STATION NORTHING FASTING LENGTH UNE/CHORD BEARING DELTA TANGENT RADIUS C600 PC- PI- PT= 60+00.00 60+19.79 60+39.06 1291700.8201 1291681.0286 1291662.7830 3193653.0841 3193653.2252 3193660.8945 39.08' S11'36'13"E 22'23'26' 19.79' 100.00' C601 PC= PI- PT= 80+39.08 60+56.92 60+73.77 1291662.7830 1291646.3322 1291636.3342 3193660.8945 3193667.8094 3193682.5906 34.69' 539'21'44'E 33'07'36' 17.84' 60.00' C602 PC- PI- PT= 60+73.77 60+84.66 60+94.88 1291636.3342 1291630.2340 1291630.3264 3193682.5906 3193691.6092 3193702.4968 21.11' 573'12'21'E 34'33'37" 10.89' 35.00' 1.600 60+94.88 61+66.70 1291630.3264 1291630.9354 3193702.4968 3193774.3181 71 82' N89'30'51'E HCL - INTERSECTION EAST RETURN SE NO. STATION NORTHING EASTING LENGTH UNE/CHORD BEARING DELTA TANGENT RADIUS C500 PC= P1= PT- 50+00.00 50+24.32 50+47.72 1291515.4291 1291539.7507 1291561.4350 3193654.4054 3193654.2321 3193665.2484 47.72' N13'15'43"E 2T20'25' 24.32' 100.00' C502 PC= PI- PT- 50+80.42 51+01.24 51+36.53 1291572.0794 1291604.2028 1291604.6276 3193672.1418 3193697.3291 3193738.1474 76.11' N63'45'05"E 51'18'16" 40.82' 85.00' L500 51+36.53 51+72.92 1291604.6276 1291604.9364 3193738.1474 3193774.5386 36.39' N89'30'50'E p�°�pNO1/cII1pA `}� .e• At .. 52481 nlE jAA 6/09/2021 AANNN"/ONALE PRINT DATE: 06/8/2021 11:26 AM ®-X O O SHEET REVISIONS i 1 l L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT ROADWAY DETAILS INTERSECTION PROJECT NO./CODE FILE NAME: 120121DES_DET04.OWG DATE COMMENTS INITIALS NO. REVISIONS: 120121-01 HORIZ. SCALE: 1" - 30'VERT. SCALE: X PPFELSBURG HOLT & ULLEVIG 6�ao s fuak,: Green ardt Sate 1 so0 I Gra:LT Wag, CO 00111 NonFHUENG1111 REVISED: DESIGNER: SWD STRUCTURE' DETAILER: CRG NUMBERS VOID: 38 SHEET SUBSET: SHEET SUBSET: RDT-05 OF 08 47 942 of 156 09/52442021 10:05 AM " R Fet $0.00 Carly Koppes, II�+If l and WILIIP rIeI"'«ptill Milk Bill 4747165 Pages: 57 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Kopper:, Clerk and Recorder, Weld County , CO lIII KIM i � ai l fillO lMI AflMilly s 1I III CONSTRUCTION PLANS 6anewharsbelow. Cal Wee 'm3d s. 3 S S 4890 4890 4885 8.1g 4885 8 mod 488 N -d '71 > 4 2l.? O +m _ m in n� +m _: 6-a p O 4880 4875 -0.02% gW ,w 4875 !9 4870 0 _ -1.68% ----- ---- —-- -1.30% 4870 4865 4865 4860 4860 n 4 c b . 4 n a emp n 4 a N N) 4 `� e m n n n a e' y a n n a 0 n ',i a a 60+00 NW RETURN 61+00 61+67 4890 4890 4881:3 R In 4885 8a uoi 488C& II uo3 w w Oa d O� +m in nn a + O m + 4880 4875 -0.12% >>ti gw 4875 4870 ® T. a9% -------=0.92%__ 4870 4865 4865 4860 4860 m a a 00 0 s a n n c 00 s n M ri a M n s v) a m n m n M n r n r CO 50+00 SW RETURN 51+00 51+73 HORIZONTAL SCALE: 1'=40' VERTICAL SCALE: 1'-10' 0' 20' 40' 80' PRINT DATE: 06/8/2021 11:26 AM FILE NAME: 120121DES_DET04.DWG HORIZ. SCALE: 1' = 40' VERT. SCALE: 1' = 10' illirl FFLSBURGI 66400 wand Allege. COCircle. OOOI Sob 500 I HOLT L T & Rwne: 303.72,.1440 ULLEVIG www.FHUENGmm SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCRt 20 PENMII PROJECT ROADWAY DETAILS INTERSECTION PROJECT NO./CODE 120121-01 REVISED: DESIGNER: DETAILER: SHEET SUBSET: ROADWAY SWD CRG VOID: STRUCTURE _ NUMBERS SHEET SUBSET: RDT-06 OF 08 40 4759462 Pages: 59 of 156 09Carly Kopa s 1Cler0k and Recorder, Weld County , CO VIII r.rr1IPLAG+IIRY1�11� FI��MiI�'II�'�IIYk�h �I III 4747165 Pages: 58 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO `� .I� N��M��I'��ii 111111 ■III kirdillIF h !u'�' CONSTRUCTION PLANS Know what b below. Call before you dig. LEGEND; 1\120121-01 US85 — WCR20 Permit Protect\D4_CNIL\CADD\Design\Drawings\120121DES_DETD2. 6/8/2021 11 28.03 AM. Zone.INot1 TOE OF FILL PROPOSED EOP (EOP-04 (EOP-03 (EOP-10 (EOP-02 (EOP-09 (EOP-01 SB US 85 +00 1055+00 O O I O O N) POB 300+00.00 R35.° 1; , t\ EOP-12) EOP-05) rOP-tie) EOP-07) IMMMINF HCL MINOR ACCESS ROAD I5 EOP-08) TOE OF FILL TOP OF CUT NEW PAVEMENT EXISTING ROW O HCL US 85 POE 301+00.00 106-i ) 106+00 n-, n� `1- C POINT TABLE POINT NORTHING EASTING ELEVATION DESCRIPTION EOP-01 1290143.05 3193556.18 4874.83 EOP - PC EOP-02 1290156.34 3193547.97 4874.75 EOP - PCC EOP-03 1290160.13 3193531.92 4875.94 EOP - PT EOP-04 1290160.10 3193526.08 4876.23 EOP - PI EOP-05 1290171.10 3193526.01 4876.17 EOP - PI EOP-06 1290171.13 3193531.85 4875.94 EOP - PC EOP-07 1290175.11 3193547.86 4874.78 EOP - PCC EOP-08 1290188.32 3193555.92 4874.76 EOP - PT EOP-09 1290165.77 3193556.05 4874.82 EOP - CROWN EOP-10 1290165.71 3193546.05 4875.01 EOP - CROWN EOP-1 1 1290165.71 3193536.05 4875.81 EOP - CROWN EOP-12 1290165.65 3193526.05 4876.22 EOP - CROWN l r L HORIZ SCALE: 1 "=20' 0' 10' 20' PRINT DATE: 06/8/2021 11:28 AM FILE NAME: 120121 DES_DET02.DWG HORIZ. SCALE: 1" = 2O'VERT. SCALE: N/A parrad FELSBURG di HOLT & ULLEVIG 6400 S Fiddlers Green Circle. Suite 1500 Greenwood Village. CO 801 1 1 Phone 303 721.1440 www FHUENG.com CD 0 SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT ROADWAY DETAILS MINOR ACCESS POINT DETAILS PROJECT NO./CODE 120121-01 REVISED: DESIGNER: SWD VOID: DETAILER: CRG STRUCTURE NUMBERS SHEET SUBSET: ROADWAY SHEET SUBSET: RDT-07 OF 08 41 4759462 Pages: 60 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes. Clerk and Recorder. Weld County , CO III Prdlint.iMilitrMircidliAlklIt'AvAlifik iu 4747165 Pages: 59 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO Project\04_CfV L\CADD\Dessgn\Drove ngs\ 1 201 21 DES_DE103. 5/8/202' ' ' .28: 2 AM, : c' a 0 v 3 U, 0 (V 0 N CONSTRUCTION PLANS u7 co U, STA 120+89.58 OFF 7.07' RT t STA 120+79.22 OFF 9.11' RT N + 0 N STA 120+69.23 OFF 12.50' RT HCL US 85 STA 120+54.22 OFF 6.77' RT 0 LI) + 0 N STA 120+89.58 OFF 7.52' RT I TOE OF FILL EDGE OF PAVEMENT STA 120+70.20 OFF 18.34' RT In V) 03 z STA 120+70.19 OFF 18.76' RT SAWCUT MEDIAN WORK DETAIL NORTH SIDE OF INTERSECTION STA 120+54.12 OFF 18.62' RT HCL INTERSECTION SITE ACCESS STA 12+03.39 OFF 0.00' 12+00 SAWCUT STA 12+16.58 OFF 2.16' RT 12+25 F I 5 STA 12+02.84 OFF 2.90' RT CURB TYPE 2 (SECTION M) MEDIAN COVER MATERIAL (CONCRETE) N STA 12+15.09 OFF 12.27' RT in Et - sit \—STA 12+17.83 OFF 3.64' RT STA 12+17.79 OFF 11.38' RT CONCRETE ISLAND DETAIL WEST SIDE OF INTERSECTION u) m 03 z STA 20+57.10 OFF 11.76' LT I) \ STA 20+54.50 .s OFF 10.74' LT STA 20+54.50 OFF 4.27' LT HCL WCR 20 I I I 20+50 ct- STA 20+55.47 OFF 2.87' LT SAWCUT CURB TYPE 2 (SECTION M) MEDIAN COVER MATERIAL (CONCRETE) \/•\7 EDGE OF PAVEMENT V TOE OF FILL STA 20+67.40 OFF 2.43' LT 4' 20+75 1 STA 20+66.20 OFF 0.24' RT WCR 20 CONCRETE ISLAND DETAIL EAST SIDE OF INTERSECTION Know wIi t`s below. Call before you dig. N J �r HORIZ SCALE: 1"=10' o' 5' 10' PRINT DATE: 06/8/2021 11:28 AM FILE NAME: 120121 DES_DETo3.DWG HORIZ. SCALE: 1"= 10' VERT. SCALE: N/A FELSBURG L HOLT & ULLEVIG 6400 S Fiddlers Green Circle. Suite 1 500 Greenwood Village. CO 801 I I Phone: 303.721.1440 www.FHUENG.com 0 O O SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMT PROJECT ROADWAY DETAILS CONCRETE ISLANDS AND MEDIAN WORK PROJECT NO./CODE 120121-01 REVISED: DESIGNER: SWD (STRUCTURE VOID: DETAILER: SWD NUMBERS SHEET SUBSET: ROADWAY I SHEET SUBSET: RDT-08 OF 08 42 4759462 Pages: 61 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder. Weld County , CO !Pride:KIMWi,Pa l l j l i l 11/4 I'll 11 111 4747165 Pages: 60 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppos, Clerk and Recorder, Weld County , CO iu r�►�n+�w�+uo� ILK FRU "Ill CONSTRUCTION PLANS 0 c 0 NJ a N D N N 0 IN 3 CI r YI u D a 0 _o N 0 0 N m 0 0 0 J U QI 0 u a` a et co in 0 • 8 , s I— r . -- • Know %hags below. TEMPORARY EASEMENT EDGE OF PAVEMENT EXISTING RIGHT OF WAY II 4I i A II, 4J 1 1 )Q CaII before you diy. 9 \d 1 - I;) \ EDGE OF PAVEMENT WB-67 EXITING /� - ►] -� • �4= / ,�'II Cr WB-67 ENTERING RIGHT TURN — , I — RIGHT TURN — — — — — — — — — — — — — — — — — — — • — — — — — — — Oo- co- o- O- Cr cf) a • o- o- o- Oo- Oo- c '- - I __ :. _ „NI - _ HCL US 85 - - SB US 85 I 123+00 122+00Si 120 1211+�Q 117+00 118+00 119+00 `. - F -- - - _ , atzki. _et., _e,, At re S. PRt ` y - - L -¢ j Hs 85 �5 - — _ "--_ _NR — — _ �-"" t -- T III_� _ .- - WB-67 ENTERING / � , -' LEFT TURN — ., WB-67 ENTERING ,� 1 WB-67 EXITING RIGHT TURN • II I I WB-67 ENTERING I LEFT TURN 1 1 I ► C Ire r I� I I RIGHT TURN EXISTING RIGHT OF WAY I� C\ J�I� L I CY I v z - - - - - _ J• HORIZ SCALE: 1"=50' 1 0' 25' 50' \ 1 •`�"`\ \\``�� \ EXISTING RIGHT OF WAY I " LEGEND _- V& *. p,D 0 l H”E( k\ �/ (O�l��' NEW PAVEMENT 52481 �' i • - 'I /4�1i '• 6/09/2021 :::, SsioNALC5.4 PRINT DATE: 06/8/2021 12:20 PM AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT TRUCK TURNS DESIGN VEHICLE WB-67 PROJECT NO./CODE SHEET REVISIONS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 CO 80640 PHONE: (303) 287-4656 FILE NAME: 120121DES_PLAN_TRUCK_TURNS.DWG DATE COMMENTS INITIALS - NO. REVISIONS: 120121-01 (R -X) HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE O •. ;� FELSBURGHENDERSON, 6400 S Fiddlers Green Circle, Suite 1500 REVISED: DESIGNER: JMD STRUCTURE HOLT L T & ULLEVIG Greenwood Village, CO 801 1 I Phone: 303 721.1440 www.FHUENG.com FAX: (303) 289-1348 DETAILER: SWD NUMBERS VOID: 43 ( ) SHEET SUBSET: SHEET SUBSET: TRK-01 of 01 � .. •• am e.corca�;-weia co�„ry co4759462 PageS:609/24/2021 10:05 AM R Fof 156 Carly KoppeS, Clerk and Recode$0W leld County CO Ktreill'idiM,P4 4747165 Pages: 61 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO Y a • • IN N lo N z a eel O O N O N C C C_ O (?2,- o h U J O S O 0 a U O U m 01: a O N U 3 41) N 0 0 N Ecirdrilltqlei: 111 III CONSTRUCTION PLANS PIPE -SEWER INLET TYPE MEASURED HEIGHT (H) ELEVATIONS INVERT ELEVATIONS REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) REINFORCED CONCRETE END SECTION RIPRAP (12 INCH) GEOTEXTILE (EROSION CONTROL) (CLASS 1) MISC. CL V CL V D I.D. NO. US85 5' FT RIM (2) INVERT LOWER UPPER 23"x14" 30"x19" 23"x14" 30"x19" CY SY Al 119+44.00, 0.5' RT. 1 2.71 4874.61 4872.40 9.5 28.9 SEE DRAINAGE DETAILS A2 4872.00 4872.40 63 A3 119+44.00, 63.12' LT. 1 81 120+73.93, 68.20' LT. 1 15.9 44.5 SEE DRAINAGE DETAILS B2 4871.00 4871.50 100 B3 119+74.68, 72.56' LT. 1 Cl 119+53.70, 77.05' RT. 1 9.5 28.9 SEE DRAINAGE DETAILS C2 4871.70 4872.00 88 C3 120+41.02, 77.91' RT. 1 PROJECT TOTALS 1 151 100 3 2 35 102 (1) STATION AND OFFSET DISTANCES ARE TO THE CENTER OF THE STRUCTURE. (2) RIM ELEVATIONS AND OFFSETS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. (3) ALL STRUCTURE EXCAVATION, EMBANKMENT AND BACKFILL SHALL BE INCLUDED IN THE COST OF THE REINFORCED CONCRETE PIPE AND STRUCTURES (INLETS AND END SECTIONS). (4) THE STATION POINT FOR INLET TYPE D IS GIVEN TO THE MIDPOINT OF THE STRUCTURE. (5) PIPE LENGTHS ARE APPROXIMATE. THE STATION/OFFSET OF STRUCTURES THAT CONNECT PIPE SEGMENTS SHALL GOVERN. ALL PIPE JOINTS SHALL HAVE ASTM BELL AND SPIGOT WITH RUBBER GASKET. t,ORADQ l% 'RAM..o#Illi / • eC 1 c j1 , / -Oa 1191/4, 4,NAI 6/9/2021 5`? •I � •• • /i ; .............. NOSN�`Q. PRINT DATE: 06/7/2021 3:55 PM AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT TABULATION OF DRAINAGE QUANTITIES PROJECT NO./CODE SHEET REVISIONS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 PHONE: (303) 287-4656 CO 80640dt FAX: (303) 289-1348 FILE NAME: 120121HYDR_PLANS_TAB.DWG NO. REVISIONS: 120121-01 R -X DATE COMMENTS INITIALS HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE gstre4 FELSBURG 6400 S Fiddlers Green Circle. Suite 1500 Cn)HENDERSON, REVISED: DESIGNER: KMG STRUCTURE H O L T $� Greenwood Village, CO 801 1 1 Phone: 303.721.1440 O DETAILER: KLT NUMBERS VOID: 44 ULLEVIG www.FHUENG.com O SHEET SUBSET: DRAINAGE SHEET SUBSET: DT -01 OF 01 4759462 Pages: 63 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 4747165 Pages: 62 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III kiraItFilIL EPA 1011 m CONSTRUCTION PLANS PUMPED GROUT (INCLUDED IN THE COST OF COST OF RIPRAP) FORMED FACE 12"y 6' (MIN) LENGTH s 4 X D B La- 6" B _ Y r V FORMED FACE GEOTEXTILE DRAINAGE (CL A) (TYPICAL) SLOPE 1:1 (MAX ) Bum r JOINT FASTENERS SMALLER ROCKS TO BE HAND PLACED FOR SLOPE STABILIZATION 6"(MIN) GEOTEXTILE DRAINAGE (CL A) (TYPICAL) COMPACTED GRANULAR BEDDING MATERIAL OUTLET CONDUIT FLARED END SECTION (SIZE AS NOTED) COMPACTED GRANULAR BEDDING MATERIAL SECTION A -A (NTS) PREPARED SUBGRADE (TYPICAL) (MIN) SECTION B -B (NTS) SIDE SLOPE .1 4 (TYP) TRANSITION SLOPE 1:1 (MAX) FLARED END SECTION (SIZE AS NOTED) CONDUIT BEDDING (AS REQ'D) PREPARED SUBGRADE SMALLER ROCKS TO BE HAND PLACED OVER TOP OF FLARED END SECTION FOR SLOPE STABILIZATION (MIN) z a 1 [SLOP 4 jH ( ANNE( 7 FLARED FND SCCTI (SIZE AS NOTED)UN ISOMETRIC VIEW OF STORM SEWER OUTLET ID NO DIMENSIONS QUANTITIES NOTES D (in) W (tt) L (it) RIPRAP TYPE d50 (in) RIPRAP (CY) GEOTEXTILE (CL 1)(S.Y.) A3 18* 16 8 M 12 9.5 28.9 23X14 RCPE B1 24• 20 10 M 12 15.9 44.5 30X19 RCPE Cl 18• 16 8 M 12 9.5 _ 28.9 23X14 RCPE TABULATION OF RIPRAP AND FILTER MATERIAL AT CULVERT INLETS & OUTLETS NOTES: 1. THESE QUANTITIES HAVE BEEN CARRIED FORWARD TO THE TABULATION OF STORM SEWER SYSTEM. PRINT DATE: 06/7/2021 10:59 AM FILE NAME: 120121HYDR_DETAILS.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE -'� FELSBURG IIIHOLT& ULLEVIG 6400 S Fiddlers Green Circle. Suite 1506 Greenwood Village. CO 801 1 1 Phone: 303.721.1440 www.FHUENG.com SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT DRAINAGE DETAIL PROJECT NO./CODE 120121-01 REVISED: DESIGNER: KMG VOID: DETAILER: KLT STRUCTUREI1 _ NUMBERS SHEET SUBSET: DD -01 OF 01 SHEET SUBSET: DRAINAGE 45 4759462 Pages: 64 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO hrrs* i� ��III Ill III 4747165 Pages: 63 of 154 08/18/2021 11:02 AM R Fne:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO IIPAILIAPN ui CONSTRUCTION PLANS J _ Iv I .....41!"•••••_ ------------------ 4873--- ----------- ---T '+00 103+00 4875- - - 104+00 BEGIN PROJECT STA 103+81.41 S. r ----- DC CDOT INLET TYPE C (TO REMAIN) EX. CDOT INLET TYPE C (TO REMAIN) 105+00 HCL US 85 -4875- EXISTING RIGHT OF WAY 107+00 NB US 85 -.;--;=4873= = 108+00 _ . - `- x4875 _�R 4875-1-7 L 1 =x4872 ETO 7.- 1H0 _ _ _-�n----- 3110 -CJ illc� ----- - - �IHO-- - - - - --- - - - - - - - ----- 31-40 HO v EXISTING RIGHT OF WAY V LEGEND u • 4875- - 3H0t J l r fJ HORIZ SCALE: 1 "=50' EXISTING EDGE OF PAVEME TOP OF CUT TOE OF FILL EN. GENERAL FLOW DIRECTION 0' 25' 50' 109+25.00 MATCHLINE PRINT DATE: 06/7/2021 11:00 AM FILE NAME: 120121 HYDR_PLANS.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE pin FELSBURG HOLT & ULLEVIG 6400 S Fiddlers Green Circle, Suite 1 500 Greenwood Village. CO 801 1 1 Phone: 303.721.1440 www.FHUENG.com 0 C ) t SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT DRAINAGE PLAN PROJECT NO./CODE 120121-01 REVISED: DESIGNER: KMG VOID: DETAILER: KLT STRUCTURE NUMBERS SHEET SUBSET: DRAINAGE I SHEET SUBSET: DR -01 OF 05 46 4759462 Pages: 65 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Mt M�IVW, k nkfillihUrk�LI':wjj�d Recorder, Weld County CO ,Ill I 4747165 Pages: 64 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III PilLNvi1 111111 CONSTRUCTION PLANS -1 I- -4 i I EXISTING RIGHT OF WAY Y —' —! - -4,-:i. X 4-4 - - Q �'C� i� "` _ _.______r6.0... _ - - - 4873 = -z�-a ,�-�z- _,, _ — — — - - PO- �► - I,-� - -4872• - - - • - -. }�acrf� f -r-. - -._. --� - - ! F..' Lb r �. - - , - - «• ��•- -_ - - - `- . - . - . - - - r - �•-i'1 �iI r� `� r . - r - - � �i`.•'� - - �.i' - . - �.�-Fc'- - �'a'. T� = - -- . - .eg�•. . �` 4875 �. - 4875 _ .- _ _ �» r - - .a. _Ile--��_- - — _•_ -- r= _- _Z -�WR -mm -�tR - ---hem .\\.tt ....N‘ �� NNN ��R 487 6��"ri �...... O 4--- - - O Lei ..-• * /r' HCL US 85 EX. IRRIGATION PIPE (TO REMAIN) - 46/4 - O `n I - N + SB US 85 110+00 I 111+00 112+00 cm 14+00 1 14+00 115+00 — 116+00 + cn Cr) w....t �.... v... tt ]1...\ ...... va�� ...... a Nws.._ — ��lsa�. _ - I vb.•� — — �-=- — — — y 1— — Z _ _ _ _ _ _ — 4876 J _ ..\\. _ _ , 0 _ 0 a-> 5 NB US 85 y---4876--_ --- -- -- .......--------_-_4874 _----�-_ _ _ ---- '� - �" -:1� ------ ,------------ -- A.--4873__ 3HU4id- 3H0 3HU 3H03H0 __ - _- -X-� --�T 3HU31 3H0 --- �i( FtO 3H0 - x x - x x EXISTING RIGHT OF WAY n J nr L... ---r Z HORIZ SCALE: 1.=50' 0' 25' 50' lt.• LEGEND ;_ pRADO - ;s-- G.• RAM''•'y / C�• 11 • 'la EXISTING EDGE OF PAVEMEN• T -4• — — — TOP 3 • . � 9 — — OF CUT -- - - — - — • —TOE OF FILL �I GENERAL FLOW DIRECTION : pc� ; f�••. ' *AL 6/9/2021 • i ••.'c% / EN Z t_- AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT DRAINAGE PLAN PROJECT NO./CODE PRINT DATE: 06/7/2021 11:00 AM SHEET REVISIONS FILE NAME: 120121HYDR_PLANS.DWG L.G. EVERIST, INC. NO. REVISIONS: 120121-01 R -X DATE COMMENTS INITIALS HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE 7321 E. 88TH STREET SUITE 200 FELSRt1RG 6400 S Fiddlers Green Circle. Suite 500 HENDERSON, CO 80640 REVISED: DESIGNER: KMG STRUCTURE �r PHONE: H O L T & Greenwood Village, CO 801 I I Phone: 303.721.440 �-" ) (303) 287-4656 FAX: (303) 289-1348 DETAILER: KLT NUMBERS _VOID: _ 47 U L L E V I G www FNUENG.com ( SHEET SUBSET: DRAINAGE _ SHEET SUBSET: DR -02 OF 05 4759462 Pages: 66 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO III R #1PE III II I 4747165 Pages: 65 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppel Clerk and Recorder, Weld County , CO Ill 11 II'.)'sPfL I1P!WaIi'l 111111 l Y a N N N N O N ceI rm tO 2 a X n 2 c9 0 J 7 O N 2 CONSTRUCTION PLANS I.D. STATION - OFFSET ITEM LENGTH (FT) PAY DEPTH (FT) MISC (NOTES) • Al 119+44.00, 0.5' RT. INLET TYPE D (5 FT) 5 SEE DRAINAGE DETAILS /•�y , A2 23"X14" ROPE 63 / L / Fl I A3 119+44.00, 63.12' LT. 23"X14" RCES, RIPRAP (12 INCH) / r 30"X19" RCES, RIPRAP INCH) B1 120+73.93, 68.20' LT. (12 SEE DRAINAGE DETAILS / I'1 11 B2 30"X19" ROPE 100 / I C I II l I B3 119+74.68, 72.56' LT. 30"X19" RCES -� I I v o fin IX I\r till +1 .-�\ C1 120+41.02, 77.91' RT. 23"X14" RCES. RIPRAP (12 INCH) SEE DRAINAGE DETAILS I Ul C2 23"X14" RCPE 88 / \ r, �+ I I C3 119+53.70, 77.05' RT. 23"x14" RCES EXISTING RIGHT OF WA I � .--- N': \ / ` - - - �♦ I� I I ` �.� / 14 I I EXISTING RIGHT OF WAY Ay -sect---.42_ ,....-4,----� _-- _ B1 .4--46- -- _----,z„_a8 _ Y TO-- c� t ti' - - -"� - 4874 - - ^ ` -------_------/a----�'A--- -p _ -� a�r�a .- _i a3rw�__�. _ a a�l��l! as.ar_e - - - . — — — -— _..46/2 ! --- — - - �_ 4875- —re1 —S1/4NCS\ _ 4875 — —__ .�c._. •.\\\\\ O —era NSW.. ae� _ CO I - - 487'- N '- + SB US 85 I HCL US 85 117+00, 118+00 119+00 120+00 121 +00 122+00 - 1-23+00 -� M N —, _ _.. Al _ co "....., ti I I i�� MATCHLINE i` MATCHUNI vv�\ c; \ : / —Zer ____w\\ ....t 1 fit\\\\ \Q\\\REMOVAL \\\� 1\\\R \\..\\ ,... OF PIPE (60 LF) • (EX. 21" RCP) — oO rill REMOVAL OF PIPE (54 LF) NB — US 85 — (EX. 15 CMP) —4875 — , REMOVAL OF INLET (1 EA) — — _ al (EX. CDOT TYPE C) r� sat__— \\vim 4875 — `tea,._ _.101,__ ��p�.\ - �vsc- : --- — — ,....-- — \. 4\\!\U —= _-" — — J — — _ �r.�� ' --�--•1 - SAO= —311u - 3,c) ,� � �I�O . _ _.n _—-T= ,T _IIIU -- 4814 s' r HORIZ SCALE: 1"=50' ' xo— rl — - - - - - = a� Ill -_-- _-----'•,- I �� r0 gZ) l l ' i, I EXISTING RIGHT OF WAY �� ( 0' 25' 50' !! - N gc -X X X X- � i ' T - I� EXISTING RIGHT OF WAY \ �-I' - _ I I I I I 1 G�tOBAOQ 0 -RA LEGEND �.> /lh �� Al '' cFti �;• 7 4 t�. EXISTING EDGE OF PAVEMEI \ - I I I :00: TOP �J 1 - - - OF CUT - - - - - TOE OF FILL y GENERAL FLOW DIRECTION % .� R •. s`reicii 6/9/2021 .* Q. ENG'' PRINT DATE: 06/7/2021 3:52 PM AS CONSTRUCTED - US 85 / WCR 20 PERMIT PROJECT DRAINAGE PLAN PROJECT NO./CODE SHEET REVISIONS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FILE NAME: 120121HYDR_PLANS.DWG DATE COMMENTS INITIALS NO. REVISIONS: 120121-01 HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE C. ) �,/ FELSBURG 6400 S Fiddlers Green Circle. Su,cc 1500 REVISED: DESIGNER: KMG STRUCTURE O Q di H O LT & ULLEVIG Greenwood V81age. CO 801 I I Ftwne: 303.721.1440 www.FHUENG.com DETAILER: KLT NUMBERS FAX: (303) 289-1348 48 VOID: SHEET SUBSET: DRAINAGE SHEET SUBSET: DR -03 OF 05 4759462 Pages: 67 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III EIPAINAN k 'I I Xi LIJ1:415110 *Ili Ill II! 4747165 Pages: 66 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO III WirdIWILO1,41111IiiiiNINIiiidasilliktillitliiilalivi 111111 0 F r in 0 r t0 In Z a- cx 0 ?el P O 0 0 I I a N ce ,f, LA N CONSTRUCTION PLANS EXISTING RIGHT OF WAY Y �i--= Y —� - �'� y {-e -'- -� Xal- X X =X — }....4)...:L.. ....-3._ X �ii F _ �( — — �y -•-"' -- - - - _ - - - r _—.., _:- ~ - 86�S ��-�-� = _ _-4870— _ = --- - y F - - • - - - - - - - - - • �'_ - -- — 4870 .�.�-,�� __ _ _ _ _ — — — — _ 1 it -----------,-- -- - - -� -- _� � �� —�� EX. 18" CMP —VIM =-�� —�—�,_ 4873._ —nom —pmt — —— � O 'tax \.\\mac _ (TO REMAIN) o - 0_ - tri _afs--_.== - - ------___ _ ---- 4873 ______ o - H�-- O SB US 85 124+00 _ 125+00 126+00 —1127+00 120+00 129+00 130+00 13 \ fV 1 l #- i-- -e-- ro } } I 1 I F - _-- - `'�� I _ _ min. - - -\\ - . —^ - - _ _ _ _ .. kl `a_ �\\v� - _ �\\... �a\v� ---- '------ ----- W — _ - - --_ -__ w -vg_ z - - — _ — — 18" CMP EX. J _ r -- a- —_ 3 (TO REMAIN) 0 - 4$? F— NB US SrJ EX. CDOT TYPE C INLET I-- 2 _ _ _ 4 - _ - ' (TO REMAIN) „ 4b, - - M - . - - _ - _ _-----4.872- - S ~ \titer V44____, yP� -'. _ _\ Wrr — \IMy, \N\\\ M� . -. - � f_ a — Lam- ya — � a. -c — — =1.--'r+%�i�� . �a.GY_ 1- -* -. _ __ _w / ` — — - - ..- - -/L a _- — 3i.-_ EXISTING RIGHT OF WAY \ \ -ill Lr HORIZ SCALE: Z.----'jm.Z r=50' 0' 25' 50' LEGEND '•• PA S' co - • 1 1 t1 -J1' (:' 7; 3 talk EXISTING EDGE PAVEMENT -i• • OF - - - - - TOP OF CUT 453 • • � • : - - - - - TOE OF FILL me GENERAL FLOW DIRECTION 0 • �...{.`e... i ••• tiy"AI 6/9/2021 • i ••••• ••'k, if EN33�e PRINT DATE: 06/7/2021 11:00 AM R -X AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT DRAINAGE PLAN PROJECT N0./CODE L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 SHEET REVISIONS FILE NAME: 120121HYDR_PLANS.DWG DATE COMMENTS INITIALS NO. REVISIONS: 120121-01 HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE HENDERSON, CO 80640 PHONE: ( 3) 287-4656 pin FELSBUKG 6400S Fiddlers Green Circle. Suitesoc REVISED: DESIGNER: KMG STRUCTURE H O L T & ULLEVIG Greenwood Village. CO 8011 PilOne: 303 721 1440( wwwfHUENG.com FAX: (303) 289-1348 DETAILER: KLT NUMBERS 49 VOID: ) SHEET SUBSET: DRAINAGE SHEET SUBSET: DR -04 OF 05 a A 4759462 Pages: 68 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO IIIrAlirliiiYINW �titil IIII 4747163 Pages: 67 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III r ik}Mi+iRIILIMcY4tilI III WCR2C Permit Project \04 CW1L\CADD\Hydroulcs\Drorungs\120,21HYDR_PLANS. 6/7/2021 '11.00 18 MA. Kee), Turne' CONSTRUCTION PLANS I 131+00.00 MATCHLINE - p r N \ Neb I ( EX. 24" CMP _ IRRIGATION PIPE \\\SS‘ - (TO REMAIN) 132+00 VLIMCC EX. 12" CMP (TO REMAIN) EX. 18" STEEL IRRIGATION PIPE (TO REMAIN) s r dab - VOW - SB US 85 133+00 4870- 48/U-}; 4 NB US 85 r - EXISTING RIGHT OF WAY -MEW ---- 134+00 -• ` 1 HCL US 85 135+00 • 4870- 7a EX. 18" STEEL IRRIGATION PIPE (TO REMAIN) EXISTING RIGHT OF WAY arnassuff;) fo_ �.�-,... 1384-00 %WM 4870. - „48►0 EX. 12" CMP (TO REMAIN) LEGEND me+ \137+00 - 4865 -- ~ \\\\\\ -r EX. 18" CMP (TO REMAIN) 138+00 / 0 i JIl l r Z HORIZ SCALE: 1"= 50' 0' EXISTING EDGE OF PAVEMEN - - TOP OF CUT - TOE OF FILL GENERAL FLOW DIRECTION 25' 50' PROJECT NO./CODE PRINT DATE: 06/7/2021 11:00 AM FILE NAME: 120121 HYDR_PLANS.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE FELSBURG [� HOLT & ULLEVIG 6400 S Fiddlers Green Circle. Suite 1500 Greenwood Village. CO 8011 I Phone: 303.721.1440 www.FHUENG.com SHEET REVISIONS DATE COMMENTS INITIALS K 4759462 Pages: 69 of 156 09/24/2021 10:05 AM eWeld County CO R $0e Ca K Clerk d Recorder, Carly Doses L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT DRAINAGE PLAN 120121-01 REVISED: DESIGNER: KMG VOID: DETAILER: KLT STRUCTURE NUMBERS SHEET SUBSET: DRAINAGE - SHEET SUBSET: DR -05 OF 05 50 4747165 Pages: 68 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO 1111 MN HIlifiWlik Mkt II CONSTRUCTION PLANS 0 S UNE A .....4 1$7.44 ere 0.50X..... B2 LINE B HORIZ. SCALE: 1'-50' VERT. SCALE: 1'=5' 0' 25' 50' PRINT DATE: 06/7/2021 4:07 PM FILE NAME: 120121HYDR_PROF.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE FELSBURG MOO 5 Fiddlers Green Circle, Suite 1500 L HOLT & GreenwoodI Village, CO 80111 phone: 303.721.1440 ULLEVIG www.FHUENGmm CID O SHEET REVISIONS DATE COMMENTS INITIALS 611 L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON. CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT DRAINAGE PROFILE LINE A AND LINE B PROJECT NO./CODE 120121-01 REVISED: DESIGNER: KMG DETAILER: KLT SHEET SUBSET: DRAINAGE VOID: STRUCTURE _ NUMBERS SHEET SUBSET: DP -01 OF 02 51 4759462 70 of 156 09/24/2021 10:05 AM e R Pee $0.00 Carly Koppes, Clerk and Recorder, Weld , 1111 A WIC N,' I111dli�til �'I�i�l 11 ij�i+ County CO 4747165 Pages: 69 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppel., Clerk and Recorder, Weld County , CO IlAildriNitilrkillyi CONSTRUCTION PLANS rc 4885 4885 4880 4875 I C0O, IND }.o 1R.s EXISTING O 7 4880 . PROROSEb... +. & ,GROUND . - N H 4875 4870 4865 4860 B6 cr ....... : ....... 4870 23'x.14'. NERCP- 0.0.34 - C2: 4865 4860 LINE C HORIZ. SCALE: 1'=50' VERT. SCALE: 1'-5' 0' 25' 50' PRINT DATE: 06/7/2021 11:00 AM FILE NAME: 120121HYDR_PROF.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE FE158URG 6100 S FiddIen Green Ore,dSuke 1 SOD HO L T & Greenwaad ;1.11 Co 801 11 :HUE. I.IM0 ULLEVIG .FHUONG.ccm SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SURE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT DRAINAGE PROFILE LINE C L PROJECT NO./CODE 120121-01 REVISED: DESIGNER: DETAILER: SHEET SUBSET: DRAINAGE KMG KLT VOID: STRUCTURE _ NUMBERS SHEET SUBSET: DP -02 OF 02 52 4759462 Pages: 71 of 156 09/24/2021 10:05 AM Carly Kcppes, Clerk and Recorder, Weld A 4747165 Pages: 70 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO liv li,rdrifliViellINVANkiiffirkiMVOIIiik "Ill CONSTRUCTION PLANS _PLANS-5WNP. 6/7/2021 1. SITE DESCRIPTION The Contractor shall comply with all COOT contractual requirements and all requirements associated with the CDPS- SCP on this project. The SWMP Administrator for Construction shall update the SWMP to reflect current project site conditions, A. PROJECT SITE LOCATION: Location or address of construction office: The project is located at the intersection of Weld County Road 20 and US 85. B. PROJECT SITE DESCRIPTION: The project includes widening US 85 at the Intersection of WCR 20 to include turn lanes, acceleration and deceleration lanes. The eastern edge of US 85 will remain in its current location. The project will include grading, paving, installation of storm sewer and cross culverts, removal of utilities and adjustment of utilities. C, PROPOSED SCHEDULE FOR SEQUENCE FOR MAJOR CONSTRUCTION ACTIVITIES: Stabilize all areas that are not paved or landscaped through establishment of vegetation cover. The project area will be cleared and grubbed, followed by grading activities, utility removal and adjustments, storm sewer installation, and paving operations. Perimeter control protection will be placed before clearing and grubbing occurs. D. ACRES OF DISTURBANCE: I. Total area of construction site (LOC (PERMITTED AREA)); 13.3 acres 2. Total area of proposed disturbance (LDA): 2.0 acres 3. Total area of seeding: 0.9 acres 4. Total area of pre -project impervious surface: 6.62 acres 5. Total area of final impervious surface: 6.99 acres E. EXISTING SOIL DATA: The soil types include Type B soils with moderately low runoff potential and Type C soils with moderately high runoff potential. The soils are Altvan loam and Dacono clay loam Data Source(s): United States Department of Agriculture NRCS. August 2020 F. EXISTING VEGETATION, INCLUDING PERCENT OF VEGETATIVE COVER: During design, the SWMP Administrator for Design in consultation with the Engineer will determine if the SWMP Administrator for Design or the SWMP Administrator for Construction will conduct the Vegetation Transects. If the site is disturbed, an Adequate Reference Site (s) may be utilized, refer to the permit. Vegetation Transect instruction is located on COOT Landscape Architecture website. https://www.codot.gov/programs/environmentaUlandsCape-orchitec tut e/swmpivege tative-transect procedure.pdf (SWMP Administrator for Design or SWMP Administrator for Construction is to conduct a survey including general description of existing vegetation prior to any ground disturbance on the project The SWMP Administrator shall photo -document existing vegetation where all work will be occurring. The SWMP Administrator shall perform the vegetation survey tronsectIs) and include photo documentation.] This Section to be tilted out by contractor: Pre -Construction Date of survey: Percent Existing Vegetative Cover: Description of existing vegetation: Method for determining percent vegetative cover: Include a map or table showing transect locations, photos documenting pre -Construction vegetative cover. and methodology used to determine existing vegetative cover to SWMP tab 17: Post -Construction Date of survey: _ _ .... _. _. T Percent Vegetative Cover: Description of vegetation: Date of CDPS.SCP Closure: The method used to determine pre -construction percent cover shall be used to determine post construction percent cover. Include map or table showing transect locations, photos documenting post -Construction vegetative cover. and methodology used to determine existing vegetative cover to SWMP tab 17; G. POTENTIAL POLLUTANTS SOURCES: Refer to Potential Pollutant Sources In SWMP Section 4A. The SWMP Administrator for Construction shall prepare a list of all potential pollutants and their locations in accordance with subsection 107.25. H. RECEIVING WATER: I. Outfall locations: runoff flows to roadside ditches and a Type C inlet in the median ditch. At the intersection flows are routed from south to north in cross culverts under WCR 20 2. Names of immediate receiving water(s) on site: Roadside ditches along US 85 that will eventually drain to the South Platte. 3. Ultimate receiving water(s): South Platte River 4. Description of oll stream crossings located within the Construction Site Boundary: NA I. ALLOWABLE NON-STORMWATER DISCHARGES: [Identify the locations of any anticipated sources of allowable non-stormwoler components of the discharge, Including those under a separate permit or a Division low risk discharge guidance policy, such as uncontaminated springs and landscape irrigation return flow. SWMP Administrator for Construction shall provide a method statement of how discharge will be handled and applicable control measures installed, See SWMP Sections 11 and 138 in the SWMP.] Iltsthattte ssat3ptitxrt ) Site Mop # TMethodStatement (Location Uncontaminated Springs Concrete Washout Water (in•ground washout structure) # Landscape Irrigation Return Flows Discharges from Diversions of State -Waters — Emergency Fire Fighting #Concrete washout water associated with the washing of concrete tools and concrete mixer chutes can be discharged to the ground if site is managed accordingly to prevent the water from leaving she site as surface runoff or reaching receiving waters. J. DESCRIPTION OF DRAINAGE PATTERNS FROM THE SITE: The project site drains from south to north. Runoff collects in roadside ditches running along US 85. K. ALTERNATIVE DIVERSION CRITERIA: When applicable. The Contractor is to provide a method statement based on data provided by the Hydraulic Engineer. The alternative diversion must be approved by CDPHE's Water Quality Control Division prior to Implementation. The diversion method must be designate to minimize the discharge of pollutants and prevent the potential for pollution or degradation to state waters as a result of the diverted flow through the diversion structure. In addition, the alternative diversion method must minimize the discharge of pollutants throughout the installation, implementation and removal of the diversion.] L. ALTERNATIVE TEMPORARY STABILIZATION SCHEDULE: [If applicable, provide a description of the alternative temporary stabilization schedule. If temporary stabilization exceeds the 14 -day schedule, then the SWMP must document the constraints necessitating the alternative schedule, provide the alternative schedule, and identify all the locations where the alternative schedule is applicable on the site map.] 2. SIFE MAP COMPONENTS: Pre -construction A. PROJECT CONSTRUCTION POTENTIAL SITE BOUNDARIES: See Erosion Control Sheets B. FLOW ARROWS THAT DEPICT STORMWATER FLOW DIRECTIONS ON -SITE, RUN-ON AND RUNOFF DIRECTION' See Erosion Control Sheets C. ALL AREAS OF GROUND SURFACE DISTURBANCE: See Erosion Control Sheets D. AREAS OF CUT AND PILL: See Erosion Control Sheets E. AREAS USED FOR STORING AND STOCKPILING OF MATERIALS. STAGING AREAS (field trailer etc.) and LOCATIONS OF ALL WASTE ACCUMULATION and BATCH PLANTS INCLUDING MASON MIXING STATIONS: Contractor shall updates Erosion Control Sheets with this information. F. LOCATION OF ALL STRUCTURAL CONTROL MEASURES IDENTIFIED IN THE SWMP: See Erosion Control Sheets PRINT DATE: 06/7/2021 11:38 AM FILE NAME: 120121 EROS_PLANS—SWMP.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE rill PELSBURG 6400 5 Fiddlers Green Circle, suite 1500 H O L T& Greenwood msase, co so 1 I 1 Phow.FHU.721.com ULLEVIG .,nw,FHUENG.mm R —X SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 I WCR 20 PERMIT PROJECT STORMWATER MANAGEMENT PLAN PROJECT NO./CODE 120121-01 REVISED: DESIGNER: CDT DETAILER: KLT SHEET SUBSET: VOID: STRUCTURE _ NUMBERS SHEET SUBSET: SW -D1 OF DB 53 9462 Pages: 2 of 156 09/24/20215 10:05 A7M RFee $0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII NIP ti linC h1'tiiNKi 1N lit 14 knli i Bill 4747165 Pages: 71 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO iii l rJerMikarOLWAViiiimill II CONSTRUCTION PLANS Fri G. LOCATION OF NON-STRUCTURAL CONTROL MEASURES AS APPLICABLE IN THE SWMP: See Erosion Control Sheets H. SPRINGS, STREAMS, WETLANDS DIVERSIONS, AND OTHER STATE WATERS, INCLUDING AREAS THAI REQUIRE PRE-EXISTING VEGETATION BE MAINTAINED WITHIN 50 FEET OF A RECEIVING WATER: See Erosion Control Sheets I. LOCATIONS OF ALL STREAM CROSSING LOCATED WITHIN THE CONSTRUCTION SITE BOUNDARY: Not Applicable J. PROTECTION OF TREES, SHRUBS, SENSITIVE HABITAT, AND CULTURAL RESOURCES' See Erosion Control Sheets K. LOCATIONS WHERE ALTERNATIVE TEMPORARY STABILIZATION SCHEDULES APPLY: Not Applicable 3. QUALIFIED STORMWATER MANAGERS: A. SWMP ADMINISTRATOR FOR DESIGN: CDOT Certified Individual responsible for developing SWMP Plan Sheets and SWMP Site Maps during the design phase. Name/Title, Kelly Turner Gbntsact,iritormotian ( [Jtffer d 1',„- 303-721-1440, keily.turner@fhueng.com B. SWMP ADMINISTRATOR FOR CONSTRUCTION: (As defined in Section 208) The Contractor shall designate a SWMP Administrator for Construction upon accepting co-permittee of the permit. The SWMP Administrator for Construction shall become the operator for the SWMP and assume responsibility for all design changes to the SWMP implementation and maintenance in accordance to 208,03, the SWMP shall remain the property of COOT. The SWMP Administrator for Construction shall be responsible for implementing, maintaining and revising SWMP, including the title and contact information. The activities and responsibilities of the SWMP Administrator for Construction shall address all aspects of the project's SWMP. (Update the information below for each new SWMP Administrator for Construction) (A copy of TECS Certification must be Included in the SWMP,) Name/Title Contact Information (phone & email) Certification # Start Date Engineer'..... Approval C. EROSION CONTROL INSPECTOR: (As defined in Section 208) The Contractor may designate an Erosion Control Inspector. The Erosion Control Inspector shall complete duties in accordance with subsection 208.03 (c) (Copy of TECS Certification must also be included in the SWMP.) 'Name/Title Contact Information (phone & email) TECS I Start - Certification H I Date Engineer Approval D. PERMANENT STABILIZATION SUBJECT MATTER EXPERT: This qualified Individual will be either a Regional Environmental Staff member, or an Independent Contractor Controller (Independent Assurance Program). This expert is a project team leader responsible for ensuring projectadherence to requirements of the 207 and 212 Project Special Provisions as follows, and will be available for questions regarding permanent stabilization requirements. httos://www.c odot.aov/programs/environmental/assets/construction-phase-inspection-and-verlficotion- checklist-for-successful-roadside-revegetation j I. Review the Topsoil Management Plan and the Permanent Stabilization Site Maps. 2. Attend the Environmental Pre -Construction Conference. 3. Coordinate the Site Pre -Vegetation Conference. a. Review and recommend approval of products. s: Review and recommend approval of the Quantities Verification Prerequisite. 6. Attend the Substantial Landscape Completion W alkthrough. 7. Attend the Final Landscape Completion Walklhrough. ttli2"r{ee/Title 4. STORMWATER MANAGEMENT CONTROLS FOR FIRST CONSTRUCTION ACTIVITIES THE CONTRACTOR SHALL PERFORM THE FOLLOWING: A. POTENTIAL POLLUTANT SOURCES: Evaluate, identify, locate and describe all potential sources of pollutants at the site in accordance with subsection )07.25, CDPS-SCP and place in the SWMP. All control measures related to potential pollutants shall be shown on the SWMP Site Map by the Contractor's. SWMP Administrator for Construction. 8. OFFSITE DRAINAGE IRUN ON WATER)' Describe and record control measures on the SWMP Site Map that have been implemented to address off site run-on water in accordance with subsection 208.03. C. VEHICLE TRACKING CONTROL: Control measures shall be implemented in accordance with subsection 208.04. D. PERIMETER CONTROL: 1. Perimeter control shall be established as the first item on the SWMP to prevent the potential for pollutants leaving the construction site boundaries, entering the stormwater drainage system, or discharging to state waters. Perimeter control shall be in accordance with subsection 208.04 2. Perimeter control may consist of berms, silt fence, erosion logs, existing landforms, or other control measures as approved. 5. DURING CONSTRUCTION RESPONSIBILITIES OF THE SWMP ADMINISTRATOR FOR CONSTRUCTION: Considered a "living document", the SWMP is continuously reviewed and modified throughout the construction phases. During construction, SWMP Administrator for Construction shall add, update, or amend the items A -G below as needed in accordance with subsection 208.03, During construction, Indicate how items have were not addressed during design are being handled in construction. If items are covered in other sections of the SWMP, indicate below what section the discussion takes place. A. MATERIALS HANDLING AND SPILL PREVENTION AND RESPONSE PLAN: prior to construction commencing the Contractor shall submit a Spill Response Plan, see subsection 208.06. Materials handling shall be in accordance with subsection 208.06. B. OTHER CDPS PERMITS' List applicable CDPS permits associated with the permitted site and activities. C. STOCKPILE MANAGEMENT: Shall be done in accordance with subsections 107.25 and 208.07 E. CONCRETE WASHOUT: Concrete washout water or waste from field laboratories and paving equipment shall be contained In accordance with subsection 208.05. F. SAW CUTTING' Shall be done in accordance with subsections 107.25, 208.04, 208.05 G, STREET SWEEPING: Shall be done in accordance with subsection 208.04 6. INSPECTIONS A. Water Quality Inspections shall be in accordance with subsection 208,03(c), B. Permanent Stabilization Inspections shall be in accordance with subsections 207.03 and 7. CONTROL MEASURE MAINTENANCE Maintenance shall be in accordance with subsection 208.04(f). • 44 j 6m/9L/2E0::\ ,m s/b�` Template tlevisea: 3 19.2021 PRINT DATE: 06/7/2021 11:38 AM FILE NAME, 120121EROS_PLANS—SWMP.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: ND SCALE FELSBDRG 6400. S Fiddlers Green C6'd , 56 a 1500 fig HOLT & G�ee"wood 74.e,eoso111 Phone:HUEN .14, ULLEVIG www:FHUENG..om R —X SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO, REVISIONS: US 85 / WCR 20 PERMIT PROJECT STORMWATER MANAGEMENT PLAN PROJECT NO./CODE 120121-01 REVISED: DESIGNER: CDT DETAILER: SWD SHEET SUBSET: VOID: STRUCTURE NUMBERS SHEET SUBSET: SW -02 OF 08 54 4759462 Pages: 73 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO liii I � ti�G ;I I RiliLtiY I IF�I �F'I k1 1Y Iti II 111 4747165 Pages: 72 of 154 08/18/2021 11:02 AM R Fee:$0,00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII l��.�I Gi�I�I :Pi�?R �� fi Il �htha�'!I'ti'v Ili�h iI II CONSTRUCTION PLANS e 8. RECORD KEEPING 3. The Contractor shall submit a proposed Permanent Stabilization Phasing Plan to the Engineer for Records shall be kept in accordance with subsection 208.03(d). approval showing how implementation of SWMP Permanent Stabilization Plans will minimize damage to seeded areas. 9. INTERIM, PERMANENT STABILIZATION and LONG TERM STORMWATER MANAGEMENT The Contractor shall comply with all interim stabilization and permanent stabilization requirements in accordance with E. SOIL AMENDMENT REQUIREMENTS: Minimum amendment material requirements for ail disturbances to subsection 208.04(e). receive seeding. [Select methods used on the Permanent Stabilization Site Maps and delete all others. Round A. SEEDING PLAN: quantities up to the nearest whole number] [select either High or Low N formulations for organic fertilizer] The following seed mix(es) and rates are for drill seeding method as shown on the Permanent Stabilization Site Mops shall be used: X.XX Total Acres of Seeding (Native) Drill - Amount/ Total For This - I,g5, PIS Pay Item Description Acre Units Method LcOMMON NAME SCIENTIFIC NAME PER ACRE Seeding 212-00700 Organic Fertilizer High or Pounds j Oats Avina 2.5 (Native) Low N Green Needlegrass native Nessella vlridula VNS 3.1 Drill Pay item 212.00701 Compost (Mechanically Applied) CY a Blue grama Boutetoua gracilis Hachita 4,7 212 _...... 212-00703 2-00703 Humate Pounds I Switchgrass CAlkali sacaton Panicumvirgatum Grenville Sporobolus airoides Saltalk _ 1,6 0,2 , 00706 212-00704 Myconhhae Pounds Schizachyrium scoparlum 212-00705 Elemental Sulfur Pounds Little bluestem Aldeus 1.7 X.XX Total Acres of Seeding (Native) Hydraulic Western wheatgrass _ Pascopyrum smithii Arriba 3.4 Amount/ Total For This Sideouts grama Bouteloua curtlpendula VHS 1.1 Pay Item Seeding Description Acre Units Method Indian ricegrass Achnatherum hymenoides Nezpar 2,2 (Native) Hydraulic 212.00700 Organic Fertilizer High or Low N Pounds Purple prairie clover Dales purpurea var. purpurea VNS 0.5 Pay Item 212- 212-OO7O2 Biotic Soil Amendmplied] h (Hydraulic Applied] Pounds Btackeyed Susan Rudbeckia hirta VNS 0.1 00707 212-00703 Humate I} Pounds Utah sweetvetch Hedysarum boreale VNS 1.5 212-00704 Mycorrh]zae Pounds Eastern purple coneflower Echinacea purporea VNS 0.6 Sulfur -flower buckwheat Eriogonum umbeltatum VHS 0.5 TOTAL 19.6 XX.X Total Acres of Seeding (Native) Broadcast Amount/ Total This Pay Item Description I Acre Units For Method 8. SEEDING APPLICATION METHOD: The following seeding methods shall be used for all areas shown on the Permanent Stabilization Site Maps. Soil compaction shall be minimized for areas where permanent Seeding 212.00700 - -- Organic Fertilizer High or Low N IPounds stabilization will be achieved through vegetative cover. (Select seeding methods used on the Permanent Stabilization Site Maps and delete all others. Round area up to the nearest 100th of an acre] (Native) Broadcast -- 212-00701 Compost (Mechanically Applied) CY — `' WIN' 4E77t ) t T t ` 12, .> y Pay item 212.00708 1. 212-00703 Humate Pounds Seeding (Native) Drill, CDOT Pay Item 212-00706 212-00704 Myconhizae Pounds Seeding (Native) Hydraulic, CDOT Pay Item 212-00707 212-00705 Elemental Sulfur Pounds Seedinc JNativej_Broadcast, CDOT Pay Item 212-00708 .. TOTAL. C. SOIL STABILIZATION METHODS: P. Permanent Stabilization Applicgti0n Under Structures Under structures shade patterns should be Minimum soil stabilization methods (attached mulch) for all disturbances to receive seeding. considered and the use of Median Cover Material (Stone) or other stabilized options with an approved Project 1. Apply certified weed free hay or certified weed free straw and mechanically crimp into the sot in Special Provision should be used. See SWMP Site Map for locations. combination with natural mulch tackitierin accordance with Section 213. G. RESEEDING OPERATIONS/CORRECTIVE STABILIZATION' 2. Install Soil Retention Blankets in Standard Plan accordance with M-216.1 and Section 216. Prior to partial acceptance, 1. All seeded areas shall be reviewed during the 7 day inspections by the SWMP Administrator for ,_ <. D. SPECIAL REQUIREMENTS:Construction p �,, `�' _ 1. Soil amendments, seedbed preparation, and permanent stabilization mulching shall be accomplished areas caused by surf or Erosion or gully erosiontrol n, blown awector for aay mulch, etc. sre soils caused hall bey ars graded ce or wind seeds `., ��C¢'tit within four working days of placing the topsoil on the de -compacted civil subgrades. If placed topsoilti the designated mulching applied asin necessary, catk no additional cost to the project. ' 1 is not mulched with permanent stabilization mulch . within four working days, the Contractor shall. 2, The Contractor shall maintain seeding/mulch/tackifier/blanket, mow to control weed r I,�Y1, ' r1. complete interim stabilization methods In accordance with subsection 208.04(e) at no additional cost herbicide to control weeds in the seeded areas until Partial Acceptance of the star a ',c:6stru .-•• ..r to the Department. p •ti'k 2. Complete permanent stabilization mulching within 24 hours of hydraulic application of native seed, work. rrl4ii ./'/2r21 Template RI+ �� .: : PRINT DATE: 06/7/2021 11:38 AM R -X O = o SHEET REVISIONS t -� _ L.G, EVERIST, INC. 7321 E. 88TH STREET SUITE 200 ERSOIJ, CO 80640 PHONE (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT STORMWATER MANAGEMENT PLAN PROJECT N0./CODE FILE NAME: 120121EROS_PLANS-SWMP.DWG DATE COMMENTS INITIALS NO. REVISIONS: 12O121 —01 HOW. SCALE: NO SCALE VERT. SCALE: NO SCALE INIMI FELSBURG ® H O LT & U LLEVIG seoo s nddl �, co apl uioe 000 tree mvmDETAILER: shoo www.FHUENG.com www fHGENGcom REVISED: DESIGNER: CDT STRUCTURE SWD NUMBERS VOW 55 SHEET SUBSET: SHEET SUBSET: SW -03 OF 08 4759462 Pages: 74 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII 1 r.movil AiHa'ti won tills*M4 iI II I 4747165 Pages: 73 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppas, Clerk and Recorder, Weld County , CO lidAffillinWr Enid Bill CONSTRUCTION PLANS H LOCATION AND DESCRIPTION OF PLANNED PERMANENT CONTROL MEASURES: Is Permanent Water Quality Required. Yes No X . 10. PRIOR TO PROJECT FINAL ACCEPTANCE A. When directed by the Engineer, removal and disposal of temporary control measures shall be included in the cost of -work. B, At the end of the project, all ditch checks shall consist of either temporary erosion logs (or equivalent) or permanent riprap. C. All storm drains shall be cleaned prior to the Final Acceptance of the project. I€ required, include work In 202.04002 Clean Culvert. D. Refer to Specification 208.10 for Items to be completed prior to requesting partial acceptance of water quality work. e Terp:me € eNi ^,: a ' 8.21?21 PRINT DATE: 06/7/2021 11:38 AM FILE NAME: 120121 EROS_PLANS—SWMP.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE WINIQ FELSBURG L®.HOLT & ULLEVIG 6400 0 Fiddlers Green Circle, Suite 1500 Greenwood Village, CO 80111 Phone: 303.721.1440 www.FHU ENS.com R —X SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 ! WCR 20 PERMIT PROJECT STORMWATER MANAGEMENT PLAN PROJECT NO./CODE 120121-01 REVISED: DESIGNER: CDT DETAILER: SWD SHEET SUBSET: VOID: STRUCTURE' _ NUMBERS SHEET SUBSET: SW -04 OF 08 56 4759462 Pages: 75 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO lIII WU��I�'Y�I''a' 144'�r+ lL:� * M M'�rliI li4 k �I III 4747165 Pages: 74 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII lIP:fI MAY+) 4:G dliiim M :Wlitl'if R did II 111 CONSTRUCTION PLANS S 11. NARRATIVES Construction: for the CDOT Standard Specifications and Standard Plan M-208 and M-216 along with any non-standard control measures approved during the design process. If proposed and approved by the Engineer the SWMP Administrator for Construction shall do the following: Place an "X" in the column for non-standard and comp) -' °" covering the what, when, where and why the control measure is being used shall be add to the SWMP. The appropriate "X" shall also be added to the implementation place an "X" in the column In Use On Site when the control measure has been installed. that the control measure shall be installed before construction activity starts. Locations and quantities will be discussed during the Environmental Pre -Construction Conter.ttt used on theproject for erosion and sediment control; practices mayinclude, but are not limited la the following; C% 1:1 n-+?• r /2121 ,s th the `/INA� F1t1 i • STRUCTURAL Control Measure Matrixes During I. Control measure narratives have been included Control Measure not included in the SWMP is Control Measure Specification and Narrative 2. The SWMP Administrator for Construction shall 3. A "B" in the Initial Activities Column indicates Regional Water Pollution Control Manager. Control Measures that may be potential) APPLICATION, CONTROL MEASURE _ - NARRATIVE M-208 STANDARD or "X" for NON- STANDARD IN USE ON SITE CONTROL MEASURE IMPLEMENTATION PHASE INITIAL ACTIVITIES INTERIM ACTIVITIES PERMANENT STABILIZATION PROTECTION OF EXISTING WETLANDS Fence (plastic) and erosion logs Fence (plastic) shall be placed in combination with erosion logs to prevent encroachment of construction traffic and sediment into state waters prior to start of construction disturbances. Fence (plastic) shall be placed adjacent to the wetlands; erosion logs shall be placed between the plastic fence and disturbance area, Logs shall be placed to direct flows away from or filter water running Into wetlands from disturbance areas. ___ PROTECTION OF EXISTING TREES/LANDSCAPING Fence (plastic) Fence (plastic) shall be used in areas indicated In the plans to prevent encroachment of construction traffic and sediment for the protection of sensitive habitat, mature trees and/or existing landscaping prior to start of construction disturbances. B CHECK DAM/DITCH CHECK Erosion log, silt berm, silt dike, rack check dam Placed In ditches immediately upon completion of ditch grading to reduce velocity of runoff In ditch. For existing ditches, place prior to start of construction disturbances. M-208 InManufactured Inlet Protection In sheet 5 of 1 I) Paved Roadways (Type 1, Storm 2 and 3 Drainas shown on M -208-I, storm drain inlet protection placed prior to construction disturbances as detailed in M - 208-1, to protect existing inlets or immediately upon completion of new Inlets to prevent sediment from entering the inlet throughout construction. M-208 B X Storm Drain Inlet Protection In Native Seed Areas jM-604 Standard Inlets Type a and D) Cnew Erosion logs or aggregate bags placed around Inlet grate to prevent sediment from entering inlet Place prior to construction disturbances to protect existing inlets or Immediately upon completion of inlets. M-208 B CULVERT INLET/OUTLET PROTECTION Erosion logs, aggregate bags Placed of mouth of culvert inlets and over top of culvert at inlet and outlet where disturbance may be occurring adjacent to pipe to prevent sediment laden water from entering pipe or drainage. Place prior to the start of construction disturbances. M-208 B X TYPE C, TYPED AND TYPE IS PROTECTION I Placed around Inlet grate or slope and ditch paving to prevent sediment from entering inlet. Place Erosion loos, aggregate bags, erosion bales IL ?rior to the start of construction disturbances. M-208 B STOCKPILE PROTECTIONPlaced Temporary berm, erosion logs, aggregate bags" within specified distance, in accordance with subsection 208,06, from toe to contain sediment around stockpile, *Aggregate bags are easily moved and replaced for access during the work day. Place prior to start of stockpiling, Increase control as the stockpile increases size. M-208 X TOE OF FILL PROTECTION Erosion logs, temporary berm, silt fence, topsoil windrow* Place prior to slope/embankment work to capture sediment and protect and delineateundisturbed areas. 'Can be used to stockpile topsoil for salvage. M-208 X X PERIMETER CONTROL Erosion fogs silt fence, temporary berm, topsoil windrow* Placed prior to construction commencing to address potential run-on water from off site, and to divert i around disturbed area. Can be used to stockpile topsoil for salvage. M-208 B X SEDIMENT CONTROL/ SLOPE CONTROL Silt fence, erosion logs Placed on the contour of a slope to contain and slow down construction runoff. Place prior to the start of construction disturbances, M-208 X X TEMPORARY SEDIMENT TRAP Used to capture sediment laden runoff from disturbed areas c S acres during construction, Place prior to the start of construction disturbances. Outlets that withdraw water from or near the surface may be I installed when discharging from basins and impoundments, M-208 EMBANKMENT PROTECTION OR TEMPORARY SLOPE DRAIN Placed as a conduit or chute to drain runoff down slope and to prevent erosion of slope. M-208 OUTLET PROTECTION Riprap, or approved other Material placed as an energy dissipater to prevent erosion at outlet structure. M-601-12 X X Template. Penise0: 3.19.2021 PRINT DATE: 06/7/2021 11:38 AM R-% CD Q SHEET REVISIONS ' 1 � L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 PHONHENDE: (30 CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT STORMWATER MANAGEMENT PLAN PROJECT NO./CODE FILE NAME: 120121EROS_PIANS-SWMP.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE DATE COMMENTS INITIALSlil NO, REVISIONS: 120121-01 jil f₹LSBURG HOLT L T & ULLEVIG 6100 s Fiddlers Green Circle, suite 1500 Greenwood 21.144 CO sot 1 I RRo sosnl 1440 wwwFHUENG<am REVISED: DESIGNER: CDT STRUCTURE NUMBERS RETAILER: SWD VOID: SHEET SUBSET: SHEET SUBSET: SW -05 OF 08 57 4759462 Pages: 76 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 11111FA41.' nti; I "II 4747165 Pages: 75 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO rdrivicavAi N44 Er CONSTRUCTION PLANS implemented \/‘�' 11 C eF htGGG. II '%-: t4e --I* 1i AL ***Wc.- Elsa --' APPLICATION, - CONTROL MEASURE NARRATIVE M- 208 STANDARD a,."Xfor NON- STANDARD- IN USE ON SITE CONTROL MEASURE IMPLEMENTATION PHASE INITIAL ACTIVITIES INTERIM ACTIVITIES PERMANENT STABILIZATION CONCRETE WASHOUT In -ground or fabricated Construction control, used for waste management of concrete and concrete equipment cleaning. Place prior to the start of concrete activities. M-208 X VEHICLE TRACKING PAD Source control, placed to prevent tracking of sediment from disturbed area to offsite surface. Place prior to the start of construction disturbances. M-208 B Engineered SEDIMENT BASIN Constructed early in the project, prior to storm sewer/ditches and in accordance with 208.05(p) to capture storm flow, Outlet structure and/or outfall shall be modified for temporary sediment control P IY using an approved nonstandard detail. Outlets that withdraw water from or near the surface shall be Installed when discharging from basins and impoundments, unless Infeasible DEWATERING (Contractor is responsible for obtaining a permit from Colorado Department of Health and Environment.) Shall be done In such a manner to prevent potential pollutants from entering state waters. Constructed over stream or drainage to prevent discharge of pollutants from construction equipment TEMPORARY STREAM CROSSING into water. t CLEAN WATER DIVERSION Placed to divert clean surface or groundwater around the disturbance area to prevent it from mixing with construction runoff. I OTHER NON-STRUCTURAL Control Measures that may be potentially Erosion control devices are used to limit the amount of Control Measure locations are indicated on the SWMP ' Use of vegetatve buffer ship requirements. The CDPHE measure, while maintaining compliance with the COPS as a sediment removal control measure for Measures. The entire memorandum can be found at: used on the project for erosion and sediment control; practices may include, but are soil loss on site. Sediment control devices are designed to capture sediment on the project Site Map. Water Quality Control Division Technical Memorandum dated August 27.2013 clarifies the permit for Stormwater Discharges Associated with Construction Activity— COPS Permit No. COR4000000. runoff from disturbed areas at construction sites, unless implemented as a "finishing" component https://www.colorado-aov/pacific/sites/defauff/Rles/Veaetattve5 oEi Rer%20Memo.odf not limited to; - ��0;ADO1/ site. Construction controls are control measures related to construction access and -• % r......,, .,*C:i c(tA---fti. requirements far utilization of existing vegetation ds a buffer type of sedime e. q of : 4S In general, the division does not recommend that vegetated buffers % eo; of a treatment train comprised of additional, adequate up -gradient Contr'(O ; 6/9/2021 Ili `s , s/0 APPLICATION, CONTROL MEASURE NARRATIVE Ni- STANDARD or "For NON- STANDARD IN USE ON SITE CONTROL MEASURE IMPLEMENTATION PHAS INITIAL ACTIVITY INTERIM ACTIVITIES PERMANENT STABILIZATION ' VEGETATIVE BUFFER STRIP Fence (plastic) Finishing component for filtering sediment -laden runoff from disturbance area. Area within COOT ROW or temporary easement to be identified on SWMP prior to construction starting. GRADING APPLICATIONS (LANDFORM) Existing or created landforms may be used as a control measure if they prevent sediment from entering or leaving the disturbance area. If a landform directs flow of water to a concentrated outfall point, the outfall point shall be protected to prevent erosion. Area to be identified on SWMP prior to construction starting. M-208 TOPSOIL MANAGEMENTSTOCKPILE/SALVAGE Windrow or stocklie Prior to any site disturbance work commencing, existing topsoil shall be scraped to a depth six inches or as specified, and placed in stockpiles or windrows. Upon completion of final grading, topsoil shall be evenly distributed over embankment to a depth of six inches or as specified. M-208 X X: X SURFACE ROUGHENING / GRADING TECHNIQUES Temporary stabilization of disturbance and to minimize wind and erosion. X wvrii il, ',. , '-G-I PRINT DATE: 06/7/2021 11:38 AM R —X = O Q SHEET REVISIONS - � VI L.G. EVERIST, INC. 7321 E. 86TH STREET SURE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT STORM WATER MANAGEMENT PLAN PROJECT N0./CODE FILE NAME: 120121EROS_PLANS-SWMP.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE DATE COMMENTS INITIALS NO. REVISIONS: 120121-01 _ fELSBURG HOLT L T & gtil ULLEVIG 6400 5 Fiddlers Gruen Circle. Suite 1500 Gree„w«d vivase, eo W 11 i anon.: so3.n1.1a0 r,.al+ueNG.ee,„ REVISED: DESIGNER: CDT STRUCTURE NUMBERS _ VOID: DETAILER: SWD 58 —.._-,_ SHEET SUBSET: SHEET SUBSET: SW -06 OF 08 4759462 Pages: 77 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO ii III 4747165 Pages: 76 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO VIII MrdIVINFIC CONSTRUCTION PLANS y 4 , 1 ENG��``�e'o APPLICATION, CONTROL MEASURE ,, ' q, AA - STANDARD or '"Far NON- STANDARD I IN USE ON SITE CONTROL MEASURE INITIAL ACTIVITY IMPLEMENTATION INTERIM ACTIVITIES PHASE PERMANENT STABILIZATION SEWING (TEMPORARY) Temporary stabilization used for over wintering of disturbance or used to control erosion for areas scheduled for future construction. BONDED FIBER MATRIX or MULCHING (HYDRAULIC) Not to be used in areas of concentrated flows, i.e. ditch lines. To be for either Interim or Permanent Stabilization placed as a surface cover for erosion control. May be used as surface cover when work is temporarily halted and as approved by the Engineer for stockpiles. X Straw or Hay MULCH/MULCH TACKIFIER Interim or Permanent Stabilization placed as a surface cover for erosion control and or seeding establishment. To be installed as Interim Stabilzation as a surface cover when work is temporarily haltedand as approved by the Engineer X X SPRAY -ON BLANKET (Not to be used in areas of SPRAY ON MULCH U flows, i.e. ditch lines.) concentrateapproved Interim or Permanent Stabilization placed as a surface cover for erosion control and or seeding establishment. To be installed as temporary surface cover when work is temporarily halted and as by the Engineer SEEDING PERMANENT (NATIVE PERENNIAL) Permanent Stabilization ofdisturbance and to reduce runoffand control erosion on disturbed areas. X SOIL RETENTION BLANKET (SRB) Permanent Stabilization of disturbance and to reduce runoff and control erosion on disturbed areas. M-216 X X TURF REINFORCEMENT MAT (TRM) Permanent Stabilization of disturbance and to reduce runoff and control erosion on disturbed areas. Placed in channels or on slopes for erosion control, channel liner and seeding establishment. M-216 Sweeping Source control, used to remove sediment tracked onto paved surfaces and to prevent sediment from entering drainage system. Sweep daily and at the end of the construction shift as needed. Kick brooms shall not be permitted. OTHER etnl: 0 flfr T.�® 6/9/2021 III' s/0NAL PRINT DATE: 06/7/2021 11:38 AM R -X ® O SHEET REVISIONS - 1 '� L.G. EVERIST, INC. 7321 E. 887H STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT STORMWATER MANAGEMENT PLAN PROJECT NO./CODE FILE NAME: 120121 EROSPLANS-SWMP.DWG Com SCALE: NO SCALE VERT SCALE: NO SCALE DATE COMMENTS INITIALS NO. REVISIONS: 120121-01 FFJSBLtRG HOLT & ULLEVIG woos Tam preen Circle, Suite lsoo Gre eavlia�. co eoln �� www.FHUENG.com '"'"'" REVISED, DESIGNER, CDT STRUCTURE NUMBERS VOID: DETAILER: SWD 59 - SHEET SUBSET: SHEET SUBSET: SW -07 OF OB 4759462 Pages: 78 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII i ' ION !IAN i lirfiliiiiiii 4th 11111 4747165 Pages: 77 of 154 08/18/2021 11:02 AM R Fee:$0,00 11111PdIER Clerk Recorder, I I'r'�� 141I��i tin County 1I 111 CONSTRUCTION PLANS 12. TABULATION OF STORMWATER QUANTITIES A, Control Measure sediment removal and disposal shall be paid for as: 208 Removal and Disposal of Sediment (Equipment) and 208 Removal. and Disposal of Sediment (Labor), All other control measure maintenance shall be included in the cost of the control measure, B. Refer to the following sheet for Erosion Control Quantities 13. BIOLOGICAL IMPACTS and DEWATERING A. ENVIRONMENTAL IMPACTS: 1. Wetland Impacts: NO 2. Stream Impacts: NO 3. Threatened and Endangered Species: No species ore anticipated to be impacted by the project. B. DEWATERING; (Not covered under the COME guidance document Low Risk Discharge Guidance Discharges of Uncontaminated Groundwater to Land): https://www.colorado.aov/pacific/sites/default/flles/WQ%20LO W %2ORISK%20G W.bdf 1. Dewatering: Refer to other environmental permits In accordance with subsection 107.02 and the permits contained in Tab 16 of the SWMP. 2. If groundwater does not meet water quality standards for receiving water a separate COPS Dewatering.Permit shall be obtained by the Contractor from CDPHE in accordance with subsections 107.02 and 107.25. TNmu ante itevbez: 33.19 2021 PRINT DATE: 06/7/2021 11:38 AM FILE NAME: 120121 EROS_PLANS—SWMP.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE FELSBURG igHOLT & ULLEVIG 6400 S Fiddlers Green Circle,. Sulre 1500 Greenwood Village, CO 8011 I Phone: 303/21.1440 www.FHUENG.com R —X SHEET REVISIONS DATE COMMENTS INITIALS L.G.EVERIST, INC. 7321 E. -88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT STORMWATER MANAGEMENT PLAN PROJECT NO./CODE 120121-01 REVISED: DESIGNER: CDT DETAILER: SWD SHEET SUBSET: VOID: STRUCTURE NUMBERS SHEET SUBSET: SW -08 OF 08 60 4759462 Pages: 79 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO ■Ili 1 1 1 I VI h' 5i IGI MAMMA OM 11111 4747165 Pages: 78 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO i II NJ�1{WIN��+FGi;V�4YJh Miii:illaiNgillits 11111 0.0 To Y a. a n of O N N O N m m Q z 2 a 0 Ix N O N C c 0 0 c O h O W 0 a u J U al O u a • CONSTRUCTION PLANS DRAWING NUMBER TOPSOIL STOCKPILE TOPSOIL EROSION LOG TYPE 1 (12 INCH) AGGREGATE BAG CONCRETE WASHOUT STRUCTURE STORM DRAIN INLET PROTECTION (TYPE 1) VEHICLE TRACKING PAD EROSION CONTROL MANAGEMENT SEEDING* (NATIVE) SOIL CONDITIONING* MULCHING' (WEED FREE) SOIL RETENTION BLANKET (BIODEGRADABLE STRAW/ COCONUT) FENCE (PLASTIC) CY CY LF LF EACH LF EA DAY ACRE ACRE ACRE SY LF 207-00205 207-00210 208-00002 208-00035 208-00045 208-00051 208-00070 208-00207 212-00006 212-00032 1 213-00003 216-00042 607-11525 INITIAL (EI-1 TO EI-5) 3000 70 1 80 2 2 3000 INTERIM (EN -1 TO EN -5) 160 24 5 FINAL (EF-1 TO EF-5) 726 726 3 2.0 2.0 0.8 970 PROJECT TOTALS 726 726 3160 70 1 104 2 10 2.0 2.0 D.8 970 3000 *THESE QUANTITIES HAVE BEEN INCREASED TO ACCOUNT FOR UNFORESEEN CONDITIONS I'� �= GptORADO / •''.. At '' CFA � P II C tam 1 y I, -4....6/9/2021 , 453 —4. 44 . ,• i� PRINT DATE: 06/8/2021 12:09 PM 4 SHEET REVISIONS AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT TABULATION OF EROSION CONTROL QUANTITIES PROJECT NO./CODE L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 FILE NAME: 12 0 1 2 1 EROS_PLANS_TAB.DWG NO. REVISIONS: 120121-01 R -X DATE COMMENTS INITIALS HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE HENDERSON, CO 80640 PHONE: (303) 287-4656 FELSBURG 6400 S Fiddlers Green Circle. Suite1500 REVISED: DESIGNER: KMG STRUCTURE C3 it HOLT L T & ULLEVIG Genwood Village. CO 801 I I Phone:re303.721,1440 www.FHUENG.com 1 FAX: (303) 289-1348 DETAILER: KLT NUMBERS VOID: 61 O SHEET SUBSET: EROSION SHEET SUBSET: ET -01 OF 01 4759462 Pages: 80 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO i 4747165 Pages: 79 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO iii CONSTRUCTION PLANS Know what's below. Call before you dig. - J ?+00 r x 460 I EROSION LOG TYPE 1 (12 INCH) (30 LF) .4872. 103+00 van NB US 85 BEGIN PROJECT STA 103+81.41 vol val STORM DRAIN INLET PROTECTION (TYPE I) (16 LF) �..\.\ y ti (3 ••• •••••• 4872-- a - o- ------ 3Ho-- EROSION LOG TYPE 1 (12 INCH) (140 LF) x XTh HCL US 85 105{00 _a. - EROSION LOG TYPE 1 (12 INCH) (60 LF) val v0l van STORM DRAIN INLET PROTECTION (TYPE I) (16 LF) 3H0 • \\\\\\ v01 _ vol I) EROSION LOG TYPE 1 (12 INCH) (290 LF) EXISTING RIGHT OF WAY .- Val dal v01 V01 SB US 85 107+00 v01 val 4875 vol val 108+00 vol 3H0k------3H0 ------ 3HO-------3H0 EXISTING RIGHT OF WAY LEGEND mimMO VO1 --E)------ c ) f 3 -E )-- TOP OF CUT -- --- -- TOE OF FILL J L � r 109+00 Z HORIZ SCALE: 1"=50' 0' 25' 50' Noe GENERAL FLOW DIRECTION PRINT DATE: 06/7/2021 11:39 AM FILE NAME: 120121 EROS_PLANS-INI.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE petegli4 FELSBURG L HOLT & ULLEVIG 6400 S Fiddlers Green Circle. Suite 1500 Greenwood Village, CO 8011 I Phone: 303.721.1440 www.FHUENG.com SHEET REVISIONS DATE COMMENTS INITIALS kE L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT INITIAL EROSION CONTROL AND GRADING PLAN 109+25.00 MATCHUNE PROJECT NO./CODE 120121-01 REVISED: DESIGNER: CDT VOID: DETAILER: KLT STRUCTURE NUMBERS SHEET SUBSET: SHEET SUBSET: EI-01 OF 05 62 4759462 Pages: 81 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII iid ijul 4747165 Pages: 80 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III FirdlliraWIPANigrifilii' 114 11111 39.54 AM. Kelly. Turner I:\120121-01 U585 - WCRZO Permit Project\04_CIVIL\CADD\ Erosion \Drowmgs\Initial\ 120121ER05_PLANS-wi. 6/7/202- CONSTRUCTION PLANS 116+50.00 MATCHLINE ----F0=4872--- fC3- ffO-'— 4872 1 L) `4 8775 To- — „w. volAVM vol vol 117.00 Val 1_DAI EROSION LOG (290 LF) -ate val vol SB US 85 118 00 LDA X /• TYPE 1 (12 INCH) I X I• \ I EROSION LOG TYP' 1 ,(;2 INCH) l\ (60 LF) EXISTING RIGHT OF WAY I •- •f 47- sue....- vat va V Cl Val Val 4875 vol _ — va\\v Val Val NB US 85 vol VOl X -3pU'X �'' — 3HO L = ==4873 X iL) • • I ` val val vai vol 119+00 Val 444 Val Val AGGREGATE BAG (10 LF) —Vol 3H0 4873 — — — ` STORM DRAIN INLET PROTECTION (TYPE I) (24 LF) �-r X EXISTING RIGHT OF WAY al Ii V = z� 487'4 c'dfl1 ti 1 i EROSION LOG TYPE 1 (12 INCH) (30 LF) EXISTING RIGHT OF WAY X. _ F0_ F-0 JO _E (1 - - - �� - _ 4871 _-_ 4875 Val Val 120+00 I N N N r Val S LDA Know what's below. Call before you dig. EROSION LOG TYPE 1 (12 INCH) (310 LF) vol 121 00 Val Val Val Val \ p 487 4 U Val 'ft It 1 'I i val Val HCL US 85 AGGREGATE BAG (10 LF) EXISTING RIGHT OF WAY X vol 1224.00 A Val 123+00 4875 —�a11►� -NOW 4875--wbaNN LEGEND val Val Val vol _4872— _--— - trip— ,---ar`t- J t't5 — �r _ HORIZ SCALE: 1 "=50' 0' 25' 50' - TOP OF CUT - - TOE OF FILL Noe GENERAL FLOW DIRECTION PRINT DATE: 06/7/2021 11:39 AM FILE NAME: 120121 EROS_PLANS-INI.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE FELSBURG IIHOLT & ULLEVIG 6400 S Fiddlers Green Circle. Suite 1500 Greenwood Village. CO 801 1 1 Phone: 303.721.1440 www FHUENG.com 0 0 SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT INITIAL EROSION CONTROL AND GRADING PLAN 123+75.00 MATCHUNE PROJECT NO./CODE 120121-01 REVISED: DESIGNER: CDT VOID: DETAILER: KLT STRUCTURE _ NUMBERS SHEET SUBSET: SHEET SUBSET: EI-03 OF 05 63 4759462 Pages: 82 of 09/24/2021 10:05 AM R Fee:$0.00 56 Carly Koppes, Clerk and Recorde, Weld County y CO VIII rd501"dilli:flidrn11 CiVlylfi4C40kI+0ilY4i III III 4747165 Pages: 81 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII .�1'�il��l ,l�r .Eitalh till CONSTRUCTION PLANS 4 E a, Q co N 0 NJ • N. tD z Z 0. 0 r_r W N O N O C cr C C_ 3 O 0 0 0 0 W 0 O U U • U 2 V O v ru E a 0 N U U U, to in 0 N 0 N EROSION LOG TYPE 1 (12 (730 LF) EROSION LOG TYPE 1 (12 INCH) (130 LF) AGGREGATE BAG INCH) I Know Call AGGREGATE BAG (10 LF) {lc vs, what`s below. before you dig. (10 LF) I (- EXISTING RIGHT OF WAY I r:�(� , q_ 4 row -nirlhair alb, -- _ ._,.- f tf- It (� �-� - 48732.1-1- �73 _-- ),— r . _ _ _ .�- - frt1 �i — r �� -- r-(..: fT U - ---_—...__ ...� -=-1114-to d — 0 \\\ *. \\�`� \\\\R �IRQ\\\\\\ ---- \\\\A NNVC WSW% vol Val Vo VC 0 Val Val V0_ l dal Val HO"1 vol vor VC vcn vC(1 mn Vol VQl e0'1--- va�l d_ of vcc Vu, — 4a76 - - _. in SB US NLO + 85_in 11 +00 1'1+00 1 \v\\�_ �u\\� HCL US 85 2+00 113+00 114+00 ...\\. ...\�. a 115+00 116+00 ..�\�. v\\\\ + ..a,;, ��\\\. __Iva\� —mar, —;_pia\ 1- O — ` vm vm •-i --------------------- - -- ' l — - --- pyal.•►--t- Vim :r.L--_vg0 �ig n 1 Vol 1., ' -- .. MATCHLINE MAT:HLINE 1/01 Vol— Vol vai — VC dal WTI Vai Val Val Val Val vol V01 Vol Val vu, Val Val Val Val /- Val ' NB US 85 :m- __-- _-til --4876 - ...v.., 1 matt _ - _ _ - ,� a 2....,=. ___,Ns1;s. I ~�H�)—_===--3H0------- ------- -3H0 --�----] "4874--- - - U __mash __slit 11 �� "►--- .4873- -. _ _ 3H0 p 3 :,-,_-• -_= 3H0 3H0 _4[10 - -X` X 3HO �0 3HO 3H0 X X X .*-----u e �-- x x x x x \- EXISTING RIGHT OF WAY _t HORIZ SCALE: r 4.„...... z 1"=50' 0' 25' 50' GfAvAADO �///�•/ fie• A M ,, '\ C1 c 1,. LEGEND 4517113 �� — — — --- TOP • OF CUT -- --- - - -TOE OF FILL ID• GENERAL FLOW DIRECTION -o• la: • �F•_ s/Old 6/9/2021 ; • ;� ENGa17Zt± PRINT DATE: 06/7/2021 11:39 AM AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT INITIAL EROSION CONTROL AND GRADING PLAN PROJECT NO./CODE SHEET REVISIONS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: 287-4656 FILE NAME: 120121EROS_PLANS-INI.DWG NO. REVISIONS: 120121-01 DATE COMMENTS INITIALS HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE O jillra FELSBURG 6400 S Fiddlers Green Circle. Suite 1500 REVISED: DESIGNER: CDT STRUCTURE LH O LT $c Greenwood Village. CO 801 1 1 Phone: 303.721.1440 ^ :J (303) FAX: (303) 289-1348 DETAILER: KLT NUMBERS VOID: 64 ULLEVIG www.FHUENG.com Q SHEET SUBSET: SHEET SUBSET: EI-02 OF 05 4759462 Pages: 83 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO III )jIliii 4747168 Pages: 82 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld y Count� CO III IIPAVYINdili'M I11flIPAve, Iliii CONSTRUCTION PLANS Know what's below. Call before you dig. O O W z J V. 4870 - -"PmR .....4c vai vol VOfi - — 124+00 I 4873 - EXISTING RIGHT OF WAY -------------------------------------------- NNV4s.‘ -WNW Val SB US 85 125t00 V0l V101 VOl - - -4874 126+00 1.1•••6b.__ - Val Val - - HCL US 85.. —r _ I _ - - - - -vow, —"lar r� —mow.--.c.��c— EROSION LOG TYPE 1 (12 INCH) (660 LF) EROSION LOG TYPE 1 (12 INCH) (20 LF) _.x F`[�y X- - - i - iJ -f —X . G Xrtifr � -__-- J --- --- - 4 ---- --4868 1 Val Val VTI V0l V9l VQl - 127+00 \ LSL 128+00 I aV� I ,.��.I NN 4870 vol Val Val 129+00 4%. Val vol 130+00 1-O X 13 NB US 85 • 4874. 'a 3Tiv7T"TT we. EXISTING RIGHT OF WAY MONO --- -r- S1N• — — \e.... -----4812 --------------------- LJ^!�_ -" 1 �-..� /-''^i-^ \ / -��/ n \ _ �., a —ter -alp i1..1 f� — 4" fC7 I — -�-- 3'� "-7 - -i\.w -.�i a tea' "" "� _ _ —._ __ _... AGGREGATE BAG (10 LE) STORM DRAIN INLET PROTECTION (TYPE I) (24 LF) LEGEND dha VTh -r _ HORIZ SCALE: 1 "=50' 0' 25' 50' - - TOP OF CUT - - TOE OF FILL GENERAL FLOW DIRECTION PRINT DATE: 06/7/2021 11:40 AM FILE NAME: 120121 EROS_PLANS-INI.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE L FELSBURG HOLT & ULLEVIG 6400 S Fiddlers Green Circle. Suite 1 500 Greenwood Village. CO 8011 I Phone: 303.721.1440 www.FHUENG.com 0 SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: O O O O P7 MATCHLINE • C -4 • 454744 -0; • 9,'; 6/9/2021 eir LE US 85 / WCR 20 PERMIT PROJECT INITIAL EROSION CONTROL AND GRADING PLAN PROJECT NO./CODE 120121-01 REVISED: DESIGNER: CDT VOID: DETAILER: KLT STRUCTURE NUMBERS SHEET SUBSET: SHEET SUBSET: EI-04 OF 05 65 4759462 Pages: 84 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III INFAIKVIA I�h ,�L�;� *r h1U��h �I 11 4747165 Pages: 83 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III OMlhW FP'.' '?dPJrPJ."/vi 11111 CONSTRUCTION PLANS Know what's below. Call before you dig. 6/7/2021 1 1.t0.03 Al', Kelly- Turner I:\120121-01 0585 - WCR20 Permit Project\04_ClVIL\CADD\Erosion\Drowings\Initial\120121ER05_PLAN5- 131 +00.00 MATCHUNE I 1.; _4872 X • sr -- —�`Ap7--_-4867 -T 711- ------ - r4;,. • \'t\'C _Clot[-+-`�- EXISTING RIGHT OF WAY x ,1. _._.. ....._., _ r 4865 -- - 4872--_ - 132+00 \, 133+00 1\111. _ t_ _..,_. 4870 SB US 85 ` 136+00 137+00 - Irallali \\WN\ NB US 85 EXISTING RIGHT OF WAY X\\111 134+00 HCL US 85 135+00 s -----4866 4870 4670 AGGREGATE BAG (20 LF) LEGEND 4868, 138+00 • -4868 4868 - 1 J '- -1r ll Z HORIZ SCALE: 1"= 50' 0' 25' 50' - TOP OF CUT - - — TOE OF FILL me GENERAL FLOW DIRECTION PRINT DATE: 06/7/2021 11:40 AM FILE NAME: 120121 EROS_PLANS-INI.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE S4 FELSBURG [o HOLT & ULLEVIG 6400 S Fiddlers Green Circle, Suite 1500 Greenwood Village, CO 801 I I Phone: 303.721.1440 www.FHUENG.com CD Ci CD SHEET REVISIONS DATE COMMENTS INITIALS kE L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT INITIAL EROSION CONTROL AND GRADING PLAN 7 PROJECT NO./CODE 120121-01 REVISED: DESIGNER: CDT VOID: DETAILER: KLT STRUCTURE _ NUMBERS SHEET SUBSET: SHEET SUBSET: El- 05 OF 05 66 4759462 Pages: 85 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III )rj P1 P+JL RVi�YWaI�h16�+M'��I�GIY4� iii III 4747165 Pages: 84 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III III III CONSTRUCTION PLANS :\120121-01 U585 — WCRZO Permit Project \04_CIVIL\GADD\ Erosion \Drowings\interim \1Z0121EROS_PLANS—KT. 6/7/2021 11.41.11 AM. Ketly.Turner Know what's below. Call before you dig. J- - - 1 _ — — — — 4873- - -* -------------------------- _ / / ?+00 • T i C- 103+00 Val 104+00 - - 4873- - EXISTING RIGHT OF WAY 485_ _ _--- 9�L VCT �daT -dtrT -VEIf -rifTr -VErr -YCIT- -VQT- VCfl - - X01 a -Vara YC l - -4873 -- -rs)- - --� -4875 HCL US 85 105~00 poi -'4875 106+00 4875 _I NINWN i ----------- -------------------- 4872xa- - - - _s- -_--7--- HO 3H0 C\ 48/4 >-- ter, in I ---H _ -47)--- -43-- -4--. \_EXISTING RIGHT OF WAY SB US 85 107+00 'ra- ',. ,. 4875 -Vm,.s'5 NB US 85 3H0 10800 -48/b -ym 77 WIT4876 _ ` I- 109+00 1- 3H0 ----4875• 3H0 LEGEND - - TOP OF CUT - - - - TOE OF FILL me GENERAL FLOW DIRECTION 3 H01 - J HORIZ SCALE: 1 "=50' 0' 25' r6 50' 09+25.00 Z U Q 7 PRINT DATE: 06/7/2021 11:41 AM FILE NAME: 120121 EROS_PLANS-INT.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE Ad FELSBURG HOLT & ULLEVIG 6400 S Fiddlers Green Circle, Suite I S00 Greenwood Village, CO 801 1 1 Phone: 303.721.1440 www.FHUENG.com CD 0 0 SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT INTERIM EROSION CONTROL AND GRADING PLAN PROJECT NO./CODE 120121-01 REVISED: VOID: DESIGNER: CDT DETAILER: KLT SHEET SUBSET: STRUCTURE NUMBERS SHEET SUBSET: EN -01 OF 05 67 4759462 Pages: 86 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder. Weld County , CO III MAIL c'115§'IN PAITTIlarikil:II,V.Val 111111 4747165 Pages: 85 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III LnnxiliE1 NA' I "Ill CONSTRUCTION PLANS \ 120171- 0 U565 - WCR2O Permit Project \O4 CIVIL\GADD\Erosion\Drove ngs\Interim\120121 EROS_PLANS—NT. 6/7/2021 4.16:55 PM. Keliy.Turne: 116+50.00 MATCHLINE ae._- 4875crs 117+00 T 7YPE 1 CD EROSION LOG EROSION LOG TYPE EXISTING RIGHT EROSION LOG TYPE 1 (12 INCH) (20 LF) --r 11800 80-I 90-T NB US 85 INCH) (20 LF) i (1 INCH) A O LFL OF WAy, 7/ V -vOT"T�dUT' 119+00 4 _ aOT---SOT--- ---�-I 90T 31-i0 --z===+r► -=:4873- ,- — I./ L X _ - •4874 3HO Cl -WOl---v0-i •90i V 1 II 120+U0 0 YQl — — —NUL — — -VITZ - - dm- _ EROSION LOG TYPE 1 (12 INCH) ..(2.05') X EXISTING RIGHT OF WAY S cni -J E a� 4875 874 4874_ 0 Ct EXISTING RIGHT OF WAY know what's below. Call before you dig. EROSION LOG TYPE 1 (12 INCH) (10 LF) 1 4871 �7pw HCL US 85 -46i5- _ -4875 ------- --nwr EROSION LOG TYPE 1 (12 INCH) (20 LF) EXISTING RIGHT OF WAY LEGEND HORIZ SCALE: 1"=50' 0' 25' 50' - TOP OF CUT - TOE OF FILL GENERAL FLOW DIRECTION PRINT DATE: 06/7/2021 4:16 PM FILE NAME: 120121EROS_PLANS- INT. DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE Wed FELSBURG Lq HOLT & ULLEVIG 6400 S Fiddlers Green Circle, Suite 1500 Greenwood Village, CO 801 1 1 Phone: 303.721.1440 www.FHUENG.com C) SHEET REVISIONS DATE COMMENTS INITIALS L.G.EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT INTERIM EROSION CONTROL AND GRADING PLAN 123+75.00 MATCHUNE PROJECT NO./CODE 120121-01 REVISED: DESIGNER: CDT VOID: DETAILER: SWD STRUCTURE NUMBERS SHEET SUBSET: SHEET SUBSET: EN -03 OF 05_ 68 4759462 Pages: 87 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO 4747165 Pages: 86 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III liteklaWrild " III I.\120121 -01 US85 - WCR20 Permit Project \04_CIVIL\CAOD\Erosion \Drawings\Interim\120121 ER05_PLANS—INT, 6/7/2021 11 .41.19 AM. Kelly.Tumer CONSTRUCTION PLANS 109+25.00 MATCHLINE —Eafiatia = - - - 4873 4875 4876 ��---9�---VIT--- _—V�---VUI ---Vui i==VUT---`SOT f- 4ti /o HCL US 85 110+00 \\\\R \\\\R \\\\\\ WIT VDT wir VDT - - -1i0T -dQT - - -VUP SB US 85 111+00 au►_e'_.- ihU;r it) -O NB US 85 112+00 - 1 _ r R! r �r �>==t-�IQi--=-VQI- - - �1- - - -yam- - - -1/01- - - -yG - TdQI- - - -yam - - �� - - -vQl Wi r .14873 4 - - 113+00 4876. EXISTING RIGHT OF WAY Know what's below. Call before you dig. — 4872=tQ-,"' a a zra aar _48� 713] —)�-'F1U1— — — vai — -� — — — 11C11- - - v� - - - 114+00 — - - - -48/o 115+00 116+00 UI —`d\\\\ ►I I — — — it 4876- 3H03H0 3H0 4874-3H0 3H0 3H0 ------_ HH _ X X X Xo X _ 3. 0 - 3H0 3H0 3H0 to 4876 t\\\R\\\\\\ \\\s:cc — . — -4873 A� _ — a -vt, Ip�------9k __ k -3H0 - --- 3H0 R=�o------X-- EXISTING RIGHT OF WAY LEGEND J L HORIZ SCALE: 11.= 50' 0' e? - TOP OF CUT - TOE OF FILL GENERAL FLOW DIRECTION 25' 50' MATCHLINE 116+50.00 -e• 45344 s �' . 6/9/2021 `'ss/oNA •. NG��Q `,- L E PRINT DATE: 06/7/2021 11:41 AM FILE NAME: 120121 EROS_PLANS-INT.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE A FELSBURG diHOLT & ULLEVIG 6400 S Fiddlers Green Circle, Suite 1500 Greenwood Village, CO 8011 I Phone: 303.721.1440 www.FHUENG.com C) 0 DATE SHEET REVISIONS COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT PROJECT NO./CODE INTERIM EROSION CONTROL AND GRADING PLAN NO. REVISIONS: REVISED: DESIGNER: CDT VOID: DETAILER: SWD STRUCTURE NUMBERS SHEET SUBSET: SHEET SUBSET: EN -02 OF 05 120121-01 69 4759462 Pages: 88 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III NcrIVALINtiNiiikariA001: Aftillifith,liA 11111 4747165 Pages: 87 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III Pj liii 21ER0S_PLAN5—INI, 6/7/202 N won \Drawings\Inten W 0 0 U U a l 0 a` E a 0 CC U I.\1.20121-0' U585 CONSTRUCTION PLANS 123+75.00 MATCHLINE N E WIT — 90T — `ET EXISTING RIGHT OF WAY vm a• _ 1i0T VtTr=T ` 4874 - SB US 85 124+00 125+00 126+00 - - - --NNW% NB US 85 1 141177 s Writ i rirrre"'" ,WAS) n.4 -' _ . 1 DrA dim 4870 mr - -4868 - - - \\\\\\• 4873 N•1/4\R - - - - ��--��f -VC1"f' �"i- ��- - -1Q� - - --�3..-�-�I�11'z �, -- Vii- - - -- -vet- .... -.vQ1 - 4873- 4873 P - _r HCL US 85 _ — 12/too 128+00 129+00 130+00 - \.... Nv&sa — -------—_—_--\w� -- ------ —1� _ Know what's below, Call before you dig. 13 --- ‘4a11L------- �a-- 4872" \w\, —4870 = - --terra.. _ —�— � �I- 5:1- -- _ EXISTING RIGHT OF WAY LEGEND TOP OF CUT - -- -- -- - TOE OF FILL 7-Th .1 L 11 Z HORIZ SCALE: 1 "=50' 0' 25' 50' GENERAL FLOW DIRECTION - -4874- MATCHLINE • PRINT DATE: 06/7/2021 11:41 AM FILE NAME: 120121 EROS_PLANS-INT.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE FELSBURG HOLT & ULLEVIG 6400 S Fiddlers Green Circle. Suite 1500 Greenwood Village, CO 801 1 1 Phone: 303.721.1440 www.FHUENG.com R -X ci 0 SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: REVISED: VOID: US 85 / WCR 20 PERMIT PROJECT INTERIM EROSION CONTROL AND GRADING PLAN DESIGNER: DETAILER: SHEET SUBSET: CDT STRUCTURE SWD NUMBERS SHEET SUBSET: EN -04 OF 05 PROJECT NO./CODE 120121-01 70 4759462 Pages: 89 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO �ii� NFU*INCr��l�hall:Mil 4747165 Pages: 88 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III FU�1�IN4Rs'd�{8'IhhlIVl4Wh�hV91N�r Nk1G�J4+W� iawnl'AIIa4 '1W 9Z:It' lt LZOZ/L/9'iNl—S1W1d-S0M3LZloil\wuaiul\sbuao.Q\uocoJ3\00Vo\l,Alo-t+o\toafoJd tiwmd oza3M - SaSt1 l0-IZIOZI\'i CONSTRUCTION PLANS 131+00.00 MATCHUNE a 1 // 4570- 4570 i 1-4 ``--4872-- 132+00 --4872---- m -- 4870- fl 133+00 EXISTING RIGHT OF WAY --- __Ft - - - - � - - =--- O •r- _ Q. __SB US 85 134+00 HCL US 85 135+00 • 136+00 -mac _ _ _ h _ - - _ - -MIME \\ANN WON% C - - - =Vet —WM NB US 85 4 - - s EXISTING RIGHT OF WAY - - --___ i T J LEGEND - 4865 — 137+00 Know what's below. Call Wort you dig. • - 6 xalumct 1 Y_ - -- -- --- — TOP OF CUT - — TOE OF ALL GENERAL FLOW DIRECTION Cam_ J I L �r 13R+0:1 4• Z HORIZ SCALE: 1 n=50' 0' 25' 50' < PRINT DATE: 06/7/2021 11:41 AM FILE NAME: 120121 EROS_PLANS-INT.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE tii"LrgfrAl FELSBURG L HOLT & ULLEVIG 6400 S Fiddlers Green Circle, Suite 1500 Greenwood Village, CO 801 1 1 Phone303721 1440 www FHUENG.com Li ) ) SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED Immor N0. REVISIONS: US 85 /1/VCR 20 PERMIT PROJECT INTERIM EROSION CONTROL AND GRADING PLAN PROJECT NO./CODE 120121-01 REVISED: DESIGNER: CDT VOID: 4759462 Pages: 90 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO VIII VW 0� !'h�l�'r�Ll�4'�'wlM«l;Yi �I III DETAILER: SWD SHEET SUBSET: STRUCTURE NUMBERS SHEET SUBSET: EN -05 OF 05 71 4747165 Pages: 89 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO a, 4 d I )jN1 i't\'PIl'iPi Mi ctffa III IIi CONSTRUCTION PLANS - ?+00 1 r PO --_----------4873 4615 103+00 dellror BEGIN PROJECT STA 103+81.41 SEEDING (NATIVE) (0.04 AC) MULCHING (WEED FREE) (0.04 AC) lLUX-- ------ FQ L HCL US 85 105+00 ti EXISTING RIGHT OF WAY i, — � I I 106+00 `.*. . zrrF:'P.l . n u in.t •<_; s:. ;:.c 107+00 .v��. �.�\�.. 4875 NB US 85 SEEDING (NATIVE) (0.07 AC) MULCHING (WEED FREE) (0.07 AC) 4875:..`.: X SEEDING (NATIVE, (0.03 AC) SOIL RETEN BLANKET (BioD S/4) sy) 109+00 Know what's below. Call before you dig. Y - 4876 Vag, ------- --------.....® ----4874 ------- 3-H0 — C - — ----------_4874 ----- 1\\\\j \\\\\\ -------------------------- 3H0 3HO 3HO 3HO EXISTING RIGHT OF WAY LEGEND - - TOP OF CUT - - TOE OF FILL 31- L 1r IJ Z HORIZ SCALE: 1 "=50' 0' 25' 50' GENERAL FLOW DIRECTION PRINT DATE: 06/7/2021 11:42 AM FILE NAME: 120121 EROS_PLANS-FIN.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE 4 FELSBURG L HOLT & ULLEVIG 6400 S Fiddlers Green Circle. Suite 1500 Greenwood Village. CO 801 1 1 Phone: 303_721.1440 www FHUENG.com SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT FINAL EROSION CONTROL AND GRADING PLAN 109+25.00 MATCHUNE PROJECT NO./CODE 120121-01 REVISED: DESIGNER: CDT VOID: DETAILER: KLT STRUCTURE NUMBERS SHEET SUBSET: 4759462 Pages: 91 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO IIIKr. r'Ps'di \L?E 1111 SHEET SUBSET: EF-01 OF 05_ 72 4747165 Pages: 90 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO iu rdasitriovimicrtiv Iwf l iMFocr 12 1 EROS_PLANS—RN Sion\Drawings \Final\ 12 reject \04_CIVIL\CARD\E a 0 N CC V co co D N 0 NJ i u i CONSTRUCTION PLANS 116+50.00 MATCH LINE ;�:Y., "�':v:u�.�uta�t�u�.4875 • :. -S . J:.S'...•.. EXISTING RIGHT SEEDING (NATIVE) (0.11 AC) MULCHING (WEED FREE) (0.1 1 AC) X t �/ -R-O--_"'ft - • 49;=.! Ix t - OF WAY •1T \\\\\i SB US 85 118+00 NB US 85 4y. ..............`-4 -r - - - - - - - - - - __ - ll` ,-(NvE)- I (0.03 AC) SOIL RETEN BLANKET (BioD S/C) (146 SY) — van. _4875 3HO aft 3H0 - - - 3} -in 4874- i X x x A c 120+00 4675""" _ �.1 SEEDING (NATIVE) (0.01 AC) - - _ _ = MULCHING (WEEFF 1- (0.01 AC) SEEDING (NATIVE) (0.01 AC) MULCHING (WEED FREE) (0.01 AC) -yam EXISTING RIGHT OF WAY ''scc7i oo rn 0 EXISTING RIGHT OF WAY ez- 4875 -4875_ It s r._ 12'00 I -.Foe-.EL HCL US 85 SEEDING (NATIVE) (0.01 AC) MULCHING (WEED FREE) (0.01 AC) EXISTING RIGHT OF WAY SEEDING (NATIVE) (0.01 AC) MULCHING (WEED FREE) (0.01 AC) ! 122+OO X LEGEND op SEEDING (NATIVE) (0.11 AC) MULCHING (WEED FREE) (0.11 AC) 1 4875 v 4875 123+00 4874 rm "ON't J L �r Know wtaac's below. Call before you dig. jJ Z HORIZ SCALE: 1 "=50' 0' 25' 50' - TOP OF CUT - TOE OF FILL GENERAL FLOW DIRECTION 123+75.00 MATCHUNE PRINT DATE: 06/7/2021 4:36 PM FILE NAME: 120121 EROS_PLANS-FIN.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE FELSBURG L HOLT & ULLEVIG 6400 S Fiddlers Green Circle, Suite 1 500 Greenwood Village, CO 801 1 1 Phone: 303.721.1440 www.FHUENG.com SHEET REVISIONS 4759462 Pages: 92 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder. Weld County , CO III rrva InKitifillithi:101:\ SI 1111 L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT FINAL EROSION CONTROL AND GRADING PLAN REVISED: DESIGNER: CDT VOID: DETAILER: SWD STRUCTURE NUMBERS SHEET SUBSET: SHEET SUBSET: EF-03 OF 05 PROJLU I NO./CODL 120121-01 73 4747165 Pages: 91 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes Clerk and Recorder, Weld County CO I 1111'111W KIJIaNilvii WIlit nisi II III CONSTRUCTION PLANS L\120121-01 U5:n SEEDING (N4TIVE) (0.2 AC) MULCHING (NEED (0.2 AC) FREE I -1 8p Know what's Call before below. you dig. I I I I-- --I EXISTING RIGHT OF WAY I: . :417_ --- 487 --r t-{� I -T) .F �„... 4872 .•t> -- -_..._terf)- - -r ��873 _ � - J - V ._ f -� 1 :L` • -r!r .1 •f, :Jvl._ �h•hV. Xh'AK rG..�,l4N XJC M1 .i[tiGtiG+•V.•:•:V.1::•}:111• .. T-�•y 4:ei. . 'y::•{(":::::.,. .:•••:•:•;::•:•:•::: .':;::::.c:::' \ TS -'•. •,•': ' .. .... .. J..\.l... ... 1. ....... .. ... h .... ... '.: S• .. . ::•. .-••... . - r . .... r .. ......+.:..................... ........ .... r............... {.. ... x... .:.. .. ' •}:ti•: S:•..?{.:. ;: v.: .:.\.:f •:: .+••. .: .•lh :.v.V h; .. ..: .l. J. l• .hl . ............... ..Y:i:,y}wkis:\?�L:?I54a:Q[•'_Q$1�4:Y`?i .,r. . .:: +': •.::•::: \•: •.:'. \ Xr.4. S.A. ...._.. ....... .1...:4h•.{�::.v::::::::.{•.i:ti•:v:::: :� •: . �.:. • ...r •:.:•: :.v::: :•:::: •::.; -; ... J. • :'CG:::•:: r{•_..�............_s-�. ✓•_!_l.v.•:w_C :\`•Y_:._vl-r.y •' "r" +• 4875 -..... r• ••• ••• -r ..n..... ,1--•,-.,..: •:.: • Q1Q7111l1IIQI!T— !11 111 4 75 la��- � to . ... _......•.,.. ...Ya. NI. .... �., .. Y_-_.�.Y: .. _..�.,,., •n• ..... .,.•:.v.<:.:a:_:::_r.::..�r.:. ..�:::�ti _+.r 4• i��wf:isi�ui:i�:•�:ii.:::•'•G.'.:::]c:i:::�: ....G:i• .. .: _ .. - --la j —w\c\\ - - --NmN\ ----\\\\\\ - N\\�\� \nm \\w,.. \\\\R I \\ -s\m\ I 4876 0 _ — — -- 4----r— _ _ O _ 4�'" HCL US 85 SEEDING (NATIVE) 08C (0. A) -4876. p I SB N + US 85 110+00 I 111+00 112+00 113+00 SOIL RETEN 114,00 MARKET (BioD S/C) 115+00 116+00 + (O O-- -- I _ . ----- -- 1-- -I'1 � •s. , - tt Y. 1Vll. •ll . /: h 1l. ':Y'd:1�.�.Z:1:! A IVYM1\1MIWVA• wW/:��— fY1M V wM`hwW.. i:: � . � •r.. v ii�-'•h!'r�'�'`� •'i�. .. .. .•:.v . ... ...... .:: r'.v :'v• v ♦:C:• ?.......-...i.... ...: :. .. �, ,..�: ....... ... 1'Y' 1 u N ••.Yi •.. .rY1'Y.. .•.. •:i: 4f..... .t we .itilY[.Yi 4876 .. ....~h- :1'•u• 1•.... •J. v: ..._. 44 tr,n•W .ueJiM.a_ • A .Y' Y. h?'. hN• LIL) Z_ .... _ ... __.__ _ _ _ _. — - -------- -- Z 1 MATC H LI \�\\\\ 1\\\tC- �\\VCS-\\\\tC- �' �C- -�\\\� 1\\\� \\\\\� \\\\\\ MATCHL It - f NB US 85 -e--- la- - 4876 - _ _ - -- - - - - :, In 4874— ----- _— ----3 ------ c `-----�_ —" �_ 10� ----- --- 4873 MHO ENO 3Hp O 3H0 3 3H0 3H0 _--'r 3H0 -)(- X 3H0 - 3H0 �-_ -- - X / X X 3H0 _ p 3H0 r - -X X X X \-- EXISTING RIGHT OF WAY \ HORIZ i SCALE: r Z Z 1"=50' 0' 25' 50' 'ORADO �� C=•`(�. // Al. ''•.;cy LEGEND C 1 d� Li-- -! 4$3 - TOP OF CUT • - - - - - TOE OF FILL GENERAL FLOW DIRECTION -o• p .O• • • •• ss//NAI 6/9/2021 • • , •• .......... PRINT DATE: 06/7/2021 11:42 AM AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT FINAL EROSION CONTROL AND GRADING PLAN PROJECT NO./CODE SHEET REVISIONS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 FAX: (303) 289-1348 FILE NAME: 120121EROS_PLANS-FIN.DWG NO. REVISIONS: 120121-01 (R X) DATE COMMENTS INITIALS HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE piller,d FELSBURG 6400 S Fiddlers Green Circle, Suite 1500 PHONE: (303) 287-4656 REVISED: STRUCTURE DESIGNER: CDT H O L T & Greenwood Village, CO 801 1 1 DETAILER: SWD NUMBERS VOID: 303.721 1440 74 itPhone: ULLEVIG www.FHUENG.com ( ) SHEET SUBSET: SHEET SUBSET: EF-02 OF 05 4759462 Pages: 93 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder. Weld County , CO II!PM!.IWPM4 C14.11kEill 4747165 Pages: 92 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII Mask MIA Niki C a in EROS_ PLANS —RN. 6/7/202 N O N D C LL in \D4_CIVIL\CADD\Erosion \Drowin a) O E d a O N U a tO ID N D O CONSTRUCTION PLANS 123+75.00 X Ti 4870 {2.:: I � {}{{:Ci{}Tyr{.ti::7::•::�i:•i}: a•}b'i:•::•{:[: }.Y::: _ Y. f::.Y.'1.Y: J::.Yr.•. t SS.tT.l:::::::. 1244C0 EXISTING RIGHT OF WAY SB US 85 125+00 EXISTING RIGHT OF WAY 126+00 C Y(/.::vrr... t.. I HCL US 85 SEEDING (NATIVE) (0.2 AC) MULCHING (WEED FREE) (0.2 AC) -g—arearrs—X— FO 4-4 4870 c1# X- (Know w$wt`s below. Call before you dig. i U X— r X - 4870 F J X ___ •►??7!':`!'t7!�'44'!i.,'ua•u{'�! ..• ..... 1•...... r —.v.. !.. r.vw'ti.._T.•�:vw:W ... 128+00 128+00 — — -�"� '!�lNN•A.l b... LEGEND 130+00 TOP OF CUT — —- —- —- — TOE OF FILL S r FO �---48ss-- X J L �r MIllasillES 0 0 O 0 MATCHLINE L HORIZ SCALE: 1"= 50' 0' GENERAL FLOW DIRECTION PRINT DATE: 06/7/2021 11:42 AM FILE NAME: 120121 EROS_PLANS-FIN.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE A FELSBURG L HOLT & ULLEVIG 6400 S Fiddlers Green Circle, Suite 1500 Greenwood Village, CO 801 1 I Phone: 303.7211440 www.FHUENG-corn (R - X) 0 0 CD SHEET REVISIONS 4759462 Pages: 94 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO ,IIIPICA FlignI 'ICetellA3/416 FelrAidi Willi ifIIi,Wlik ti III L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: REVISED: VOID: 25' US 85 I WCR 20 PERMIT PROJECT FINAL EROSION CONTROL AND GRADING PLAN DESIGNER: CDT DETAILER: SWD STRUCTURE NUMBERS SHEET SUBSET SHEET SUBSET: EF-04 OF 05 50' PROJECT NO./CODE 120121-01 75 4747165 Pages: 93 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO Dic Ihtfih'RI &it'll ��W� i CONSTRUCTION PLANS 131+00.00 MATCHJNE ( Mam feimmo 00 ___ 11 n r •\ Ft - -WS - Ain EXISTING RIGHT OF WAY X - X -t - ------ �. k O fir- - - - 4872_---- 132+00 4572 ril -V1011K _ , - 4) 133*00 SB US 85 1 T NB US 85 1 13400 HCL US 85 C 4870 4870 --4r-3fiflx rszTriC3 - _ _jgut: ms C Z` 1 EXISTING RIGHT OF WAY -4811 tenttot 4866 • 4871- 135+00 mom _�z 136+00 482Q 137+00 Know what's below. Call before you dig. 4865 Cr `• 4869, • 138+00 4870 - D% \vas_ LEGEND - TOP OF CUT - TOE OF FILL MEP GENERAL FLOW DIRECTION i �r Z HORIZ SCALE: 1 "=50' 0' 25' 50' 4 PRINT DATE: 06/7/2021 11:42 AM FILE NAME: 120121 EROS_PLANS-FIN.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE FELSBURG L 'HOLT & ULLEVIG 6400 S Fiddlers Green Circle, Suite 1500 Greenwood Village, CO 801 1 1 Phone: 303.721.1440 www.FHUENG.com Q 3 SHEET REVISIONS DATE COMMENTS INITIALS 4759462 Pages: 95 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII � rn'Iir1111514N M 'kill k INN& 4114 Ill III L.G.EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 8O64O PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT FINAL EROSION CONTROL AND GRADING PLAN PROJECT NO./CODE 120121-01 REVISED: DESIGNER: CDT VOID: DETAILER: SWD STRUCTURE NUMBERS SHEET SUBSET: SHEET SUBSET: EF-05 OF 05 76 4747165 Pages: 94 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III A'PII 'i liii CONSTRUCTION PLANS I:\120121-01 U585 - WCR20 Permit Project \04_CIVIL\CADD\Utilities\Drowings\120121UTIL_Notes. 6/7/2021 3.23.48 PM. Zone.Motz UTIUTY CONTACT UST UTILITY COMPANY UTILITY ADDRESS UTILITY CONTACT UTILITY PHONE UTILITY CONTACT EMAIL CDOT-DTD/ITS Jill Scott 303-512-5805 jill.scottOstate.co.ug Lumen/Century Link Centurylink 7759 S. Wheeling Ct. Englewood, CO 80112 Jordan Adorns jordon,adams®lumen.com KP Kauffman Co 1675 Broadway, Suite 2800 Denver, CO 80202 Don Horner 303-472-0619 DhornerOkpk.corn Kerr McGee Anadarko Gathering (Western MidStream Pipeline) Western Midstream Partners 501 North Division BLVD Platteville, CO 80651 Brett Cavanagh OR Jasmine Hymes Western Midstream Pipeline Locator (720) 759-9695 970-219-3945 brett.cavanoghOanadarko.corrt Suncor Energy Pipeline 1 150 .-6th Avenue S.W., Calgary, Alberta, Canada, T2P 3E3 James Willingham, Jr Dillon Ohrt Dillon Ohrt (303-549-8002) jwillinghamjrOsuncor.com dohrtOsuncor.com United Power, Inc. United Power, Inc. 9586 East 1-25 RFrontage Longmont. CO 80504 Jared Odom 720-552-0723 jodom©UnitedPower.com Zayo 1805 29TH St. Unit 250 Boulder, CO 80301 Eric Boe 0: 303.481.6121 M: 719.649.3675 eric.boeOzayo.corn UTILITY NOTES 1. ALL UTILITIES IN THE CDOT ROW SHALL HAVE A CDOT UTILITY PERMIT ISSUED PRIOR TO ANY UTILITY CONSTRUCTION. A SEPARATE UTILITY PERMIT IS REQUIRED FOR EACH UTILITY BEING INSTALLED OR SERVICE CONNECTION IN CDOT ROW. CONTACT THE REGION UTILITY PERMIT COORDINATOR AT 970-683-6288. FORM #1233 THE UTILITY PERMIT APPLICATION IS AVAILABLE AT http://www.coloradodot.info/business/permits. 2. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 811 OR 1-800-922-1987, TO HAVE LOCATIONS OF UNCC REGISTERED LINES MARKED BY MEMBER COMPANIES. ALL OTHER UNDERGROUND FACILITIES SHALL BE LOCATED BY CONTACTING THE RESPECTIVE OWNER. 3. THE CONTRACTOR SHALL CONTACT CDOT TO LOCATE CDOT UTILITIES - UTILITY CONTACT MARC TRAVIS - 970-683-7534. CDOT IS NOT ON THE 811 ONE CALL' LIST, THIS IS A REQUIREMENT OF THE PERMIT. 4. EXISTING UTILITY LINES AS SHOWN ON THE PLAN SHEETS ARE PLOTTED FROM THE BEST AVAILABLE INFORMATION. (SUBSURFACE UTILITY ENGINEERING (SUE) STANDARD QUALITY LEVEL A OR B IS RECOMMENDED). 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES AS NECESSARY TO INSURE THE UTILITIES WILL NOT BE IMPACTED BY CONSTRUCTION ACTIVITIES. 6. THE CONTRACTOR SHALL COMPLY WITH ARTICLE 1.5 OF TITLE 9, CRS ("EXCAVATION REQUIREMENTS") WHEN EXCAVATING OR GRADING IS PLANNED IN THE AREA OF UNDERGROUND UTILITY FACILITIES. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITIES AT LEAST TWO (2) BUSINESS DAYS, NOT INCLUDING THE ACTUAL DAY OF NOTICE, PRIOR TO COMMENCING SUCH OPERATIONS. 7. ALL UTILITIES SHALL BE INSTALLED OR RELOCATED PER THE CDOT UTILITY ACCOMMODATION CODE. 8. SEE SUE PLANS FOR QUALITY LEVEL B AND A DATA. LEGEND SITE BENCHMARK STORM INLET (RECTANGLE) ELECTRIC METER UTILITY POLE FIBEROPTIC MANHOLE FIBEROPTIC PEDESTAL ® FIBEROPTIC VAULT FIBEROPTIC MARKER TEST HOLE GAS MARKER a--noum CULVERT STORM LINE (UNDERGROUND) (QLC) GAS LINE (UNDERGROUND) GAS LINE (UNDERGROUND) (QLD) TELEPHONE LINE (UNDERGROUND) (QLD) ELECTRIC LINE (UNDERGROUND) ELECTRIC LINE (UNDERGROUND) (QLD) ELECTRIC LINE (OVERHEAD) FIBEROPTIC LINE (UNDERGROUND) (QLB) FIBEROPTIC LINE (UNDERGROUND) (QLC) - ur(D) - UT(D) UE — UE(D) UE(D) OE FO FO UTIUTY QUANTITIES ITEM NO. CONTRACT ITEM UNIT TOTAL 202-00827 REMOVE PULL BOX EA 1 203-01597 POTHOLING HR 8 210-00827 RESET PULL BOX EA 1 604-39000 MANHOLE (SPECIAL) EA 1 Know what's below. Call before you dig. PRINT DATE: 06/7/2021 3:23 PM FILE NAME: 120121 UTIL_.NOTES.DWG HORIZ. SCALE: 1"=50' VERT. SCALE: NO SCALE Plifrad FELSBURG L� HOLT & ULLEVIG 6400 5 Fiddlers Green Circle. Suite 1500 Greenwood Village, CO 8011 I Phone: 303.721.1440 www.FHUENG.com U C) SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT UTILITY PLANS UTILITY NOTES PROJECT NO./CODE 120121-01 REVISED: DESIGNER: JMD VOID: DETAILER: SWD STRUCTURE _ NUMBERS SHEET SUBSET: SHEET SUBSET: UT -01 OF 06 77 4759462 Pages: 96 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III POrallill'Affc1110,PihK411111PLININO)iligh, 111111 4747165 Pages: 95 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO i II kJ rid 1'4? ,P01Irlid Mtk4UlIiiii CONSTRUCTION PLANS NOTES: UTILITIES ARE DEPICTED ON THESE PLANS IN ACCORDANCE WITH THEIR ACHIEVED "QUALITY LEVELS" AS DEFINED IN THE AMERICAN SOCIETY OF CIVIL ENGINEERS' DOCUMENT ASCE 38, "STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. r r X =- Jim m +00 3 FO f'0 ---sr FO ---------------- l 103+00 _3----JL_r-_ BEGIN PROJECT STA 103+81.41 --FOX 1 a -r ine 7[ HCL US 85 - -- 1��1 � 105+00 1 if - I i 1- i -srj - -j ,, �� CDOT FIBER OPTIC (PROTECT IN PLACE) ZAYO FIBER OPTIC (PROTECT IN PLACE) STA 106+33.85, 61.03' LT RESET PULLBOX ZAYO/CDOT FIBER OPTIC EXISTING RIGHT OF WAY -=1E0 _ FO F0 Know what's below. Call beiort you dig. COMCAST FIBER OPTIC (PROTECT IN PLACE) CENTURY LINK FIBER OPTIC (PROTECT IN PLACE) F0 ate - - 1a a - \r\ ------------- I 106+00 FO T- \;\\*NN \T7.\\ - - - - - - - =rsa... - - a. - — - - ..... - - ...a. -- - - - 30 asa 30 30 -3Q - — 4 —rS— T1 --iii - �Y — 30 30 -ts 30 SB US 85 30 t- EXISTING RIGHT OF WAY 107+00 — ar NB US 85 to 30 l 30 UNITED POWER OVERHEAD ELECTRIC (PROTECT IN PLACE) 108+00 30 --1 109+Ou •"*.\\— — _- —e - L 7 30 30 \— - I r LI HORIZ SCALE: 1 "=50' 0' 25' 50' 109+25.00 MATCHUNE PROJECT NO./CODE PRINT DATE: 06/7/2021 3:25 PM FILE NAME: 120121 UTIL_PLANS.DWG HORIZ. SCALE: 1"=50' VERT. SCALE: NO SCALE FELSBURG dill HOLT & ULLEVIG 6400 S Fiddlers Green Circle. Suite 1500 Greenwood Village. CO 80111 Phone: 303.721.1440 www.FHUENG.com SHEET REVISIONS DATE COMMENTS INITIALS IcE L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT UTILITY PLANS SHEET 1 120121-01 REVISED: DESIGNER: JMD VOID: DETAILER: SWD STRUCTURE NUMBERS SHEET SUBSET: SHEET SUBSET: UT -02 OF 06 78 4759462 Pages: 97 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder. Weld County , CO III ridnalt:ILIMMINIlifilVallidiNtlil Jill 4747165 Pages: 96 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III Pr AMON riVIIii0divivi CONSTRUCTION PLANS 116+50.00 NOTES: UTILITIES ARE DEPICTED ON THESE PLANS IN ACCORDANCE WITH THEIR ACHIEVED `QUALITY LEVELS" AS DEFINED / IN THE AMERICAN SOCIETY OF CIVIL ENGINEERS' DOCUMENT ASCE 38, "STANDARD GUIDELINE FOR THE COLLECTION AND" DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. r x x' EXISTING RIGHT OF WAY CDOT FIBER OPTIC (PROTECT IN PLACE) ZAYO FIBER OPTIC (PROTECT IN PLACE) \\\\\\ -- r� 1 / / ;X t STA 119+53.27, 57.19' L, REMOVE PULL BOXE$ INSTALL MANHOLE (SPECIAL). - FOR ZAYO/CDOT FIBER OPTIC X ro -----4o - _L --Jr(r a- 30 SB US 85 118'-00 NB US 85 t ... ..s a• _i ----- I 1 30 30 s a MEC 119+00 z J \ UNITED POWER UNDERGROUND ELECTRIC (BORED) (PRIQF TO _CONSTRUCTION) EXISTING RIGHT OF WAY SUBSURFACE UTILITY ENGINEERING WAS NOT PERFORMED ALONG WCR 20 0 x) X 30 ;I r II m 0) 0 1 HCL INTERSECTION EXISTING RIGHT OF WAY STA 120+63.42, 61.75' LT RESET CENTURY LINK REPEATER AND OTHER EQUIPMENT (BY OTHERS) FU FO HCL. Us -85 CENTURY LINK FIBER OPTIC (PROTECT IN PLACE) UNITED POWER OVERHEAD ELECTRIC (REMOVED PRIOR TO CONSTRUCTION) EXISTING RIGHT OF WAY CENTURY LINK FIBER OPTIC x: QLC y' (PROTECT IN PLACE) COMCAST FIBER OPTIC (PROTECT IN PLACE) CENTURY LINK FIBER OPTIC (PROTECT IN PLACE) CENTURY LINK FIBER OPTIC (PROTECT IN PLACE) UNITED POWER OVERHEAD ELECTRIC (PROTECT IN PLACE) TO _ - _ Know what's below. Call before you dig. ro X10 123+00 \\\\\\ - - J L Z r HORIZ SCALE: 1"=50' I` + N r-- Z 0 Q PROJECT NO./CODE PRINT DATE: 06/7/2021 3:25 PM FILE NAME: 120121 UTIL_PLANS.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE 4 FELSBURG HOLT & ULLEVIG 6400 S Fiddlers Green Circle. Suite 1500 Greenwood Village, CO 8011 I Phone: 303.721.1440 www.FHUENG.com 0 C) SHEET REVISIONS DATE COMMENTS INITIALS Lip L.G. EVERIST, INC. 7321 E. B8TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: REVISED: VOID: DESIGNER: DETAILER: SHEET SUBSET: US 85/WCR 20 PERMIT PROJECT UTILITY PLANS SHEET 3 JMD STRUCTURE SWD NUMBERS SHEET SUBSET: UT -04 OF 06 4759462 Pages: 98 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO III rdlliFiLlitrifiviciintarkilaii.11110114Iiiii:10114. 11 111 120121-01 79 4747165 Pages: 97 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO IIIrdI' I I AN ISM�I�I�aIIIIIPlakiiI AIREl A120121-01 usas - WCR20 Permit Project \04_CIVIL\CADD\Utilities\Drowings\ 120121UTIL_Plons, 6/7/2021 3:25:33 PM. Zone.Moti CONSTRUCTION PLANS 0 0 tri CV C) 0 MATCHUNE NOTES: UTILITIES ARE DEPICTED ON THESE PLANS IN ACCORDANCE WITH THEIR ACHIEVED "QUALITY LEVELS" AS DEFINED IN THE AMERICAN SOCIETY OF CIVIL ENGINEERS' DOCUMENT ASCE 38, "STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. PO is _ �� FTS CDOT FIBER OPTIC (PROTECT IN PLACE) ZAYO FIBER OPTIC (PROTECT IN PLACE) Fa — FO �►- FO -�--- - ._._._ EXISTING PIPE EXISTING RIGHT OF WAY 1 N -4 Yom_ 110+00 7- I _ TI SB US 85 111+00 S,S_SCISC HCL US 85 12+00 €sss -v Know what's below. Call before you dig. COMCAST FIBER OPTIC (PROTECT IN PLACE) CENTURY LINK FIBER OPTIC (PROTECT IN PLACE) CENTURY LINK FIBER OPTIC (PROTECT IN PLACE) _ED EaaTer \\•••;•.N. f. 1.3+00 114+00 ��m 115+00 _ 116+00 i rt NB US 85 .11.11._ 1 .may. .\.\.\ .\\m \\c,\\ -_ .\\\ -----_ 3a AE - 30 30 30 GE AE St X 38 _ 30 y• • 1 C- C KPK COLORADO WELLS AND BATTERIES 2-6" GAS LINES (PROTECT IN PLACE) EXISTING RIGHT OF WAY - alS • y -------X ----0-----30 SUNCORP PIPELINE SIZE UNKNOWN (PROTECT IN PLACE) UNITED POWER OVERHEAD ELECTRIC (PROTECT IN PLACE) :14 z HORIZ SCALE: 1"=50' 0' 25' PRINT DATE: 06/7/2021 3:25 PM FILE NAME: 120121 UTIL_PLANS.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE :4 FELSBURG HOLT & ULLEVIG 6400 S Fiddlers Green Circle. Suite 1500 Greenwood Village. CO 801 1 I Phone: 303.721.1440 www.FHUENG.com CD CD SHEET REVISIONS DATE COMMENTS INITIALS kE L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT UTILITY PLANS SHEET 2 116+50.00 MATCHLINE PROJECT NO./CODE 120121 -01 REVISED: DESIGNER: JMD VOID: DETAILER: SWD STRUCTURE NUMBERS SHEET SUBSET: SHEET SUBSET: UT -03 OF 06 80 4759462 Pages: 99 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII ICIPAPILibigli OW NI 1%109 III 4747165 Pages: 98 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III PedNillroglaliga1�11Y�M,GPlli1l�I�IlRYID :\120121-01 U585 - WCR2O Permit Project \0d_CIVIL\CADD\Utilities\Drawings\120121 UTII~Plons. 6/7/2021 3:25:37 PM. Zone.Motz iu CONSTRUCTION PLANS 123+75.00 MATCHLINE 0' NOTES: UTILITIES ARE DEPICTED ON THESE PLANS IN ACCORDANCE WITH THEIR ACHIEVED "QUALITY LEVELS" AS DEFINED IN THE AMERICAN SOCIETY OF CIVIL ENGINEERS' DOCUMENT ASCE 38, "STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. CDOT FIBER OPTIC 7 (PROTECT IN PLACE) ZAYO FIBER OPTIC (PROTECT IN PLACE) 0. - EXISTING RIGHT OF WAY a a S. COMCAST FIBER OPTIC (PROTECT IN PLACE) CENTURY LINK FIBER OPTIC (PROTECT IN PLACE) CENTURY LINK FIBER OPTIC (PROTECT IN PLACE) tU .S- -f0- FO VU _ - - FO FO - FO END PROJECT STA 130+44.21 FO F 124+00 I SB US 85 125+00 I I I `-' ec �,\i- �fj1— \\\a'11......................................\\\ltd �.-.\.\i'� _ _ - 126+00 I r t.! r NB US 85 _ - - - - a SCNIsINNT ft _ HCL US 85 I 127+00 \ I I 7Z 128+00 129+00 Fge MEN l 1--\.\J ---4 -- — - — - - —aa - - - \\\\s\ — - - ▪ -- — — — =_a — --a-- — — east — 130+00 a no Know what's below. Call before you dig. CC\\\\ C�\\\ EXISTING RIGHT OF WAY I \\\ui \\' - \\v ---------------------------------------------------------------- �. .. �t� — a+ilk • iariSa' s .. UNITED POWER OVERHEAD ELECTRIC (PROTECT IN PLACE) n_,---�!`--r.. -.... ..raOa-�..-..�.-r.-..r++-,.w+-a..-rr--_ - nan HORIZ SCALE: 1"=50' 0' 25' O O O to MATCHUNE PROJECT NO./CODE PRINT DATE: 06/7/2021 3:25 PM FILE NAME: 120121 UTIL_PLANS.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE MP! FELSBURG itHOLT & ULLEVIG 6400 S Fiddlers Green Circle, Suite 1500 Greenwood Village, CO 801 1 I Phone: 303.721.1440 www FHUENG.com R -X O SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT UTILITY PLANS SHEET 4 120121-01 REVISED: DESIGNER: JMD VOID: DETAILER: SWD STRUCTURE NUMBERS SHEET SUBSET: SHEET SUBSET: UT -05 OF 06 81 4759462 Pages: 100 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes; Clerk and Recorder, Weld County , CO III liii 4747165 Pages: 99 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO o d d iJ n. n. U u) N N to N O a J N O N N O. C 0 0 v 5 0 O O a v 0 u a) 0 a 7E v a O N CC U III PiP:1111011411ViNI/C 'WA 11111 CONSTRUCTION PLANS 131+00.00 NOTES: UTILITIES ARE DEPICTED ON THESE PLANS IN ACCORDANCE WITH THEIR ACHIEVED "QUALITY LEVELS` AS DEFINED IN THE AMERICAN SOCIETY OF CIVIL ENGINEERS' DOCUMENT ASCE 38, "STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. Mews H I.0 i _ II 132+00 6 Di ass. sr- - - ------F- KERR MCGEE ANADARKO GAS PIPELINE SIZE UNKNOWN (PROTECT IN PLACE) • COMCAST FIBER OPTIC (PROTECT IN PLACE) CENTURY LINK FIBER OPTIC (PROTECT IN PLACE) EXISTING RIGHT OF WAY CDOT FIBER OPTIC (PROTECT IN PLACE) ZAYO FIBER OPTIC (PROTECT IN PLACE) Po -______ - Know what's below. Call before you dig. elD_---------�---- --- ---�------------- - -- �--------- T�----- '-_ED r. SB US 85 133+00 tSSS HCL US 85 34+00 135+00 • - \mn NB US 85• -- EXISTING RIGHT OF WAY ma. s= J 136+00 137+00 .,.. ,.1.11 -II--- -f - UNITED POWER OVERHEAD ELECTRIC (PROTECT IN PLACE) L \\\Cn Arm J , I 138+00 xC J L Ll Z HORIZ SCALE: 1"=50' PROJECT NO./CODE ,n PRINT DATE: 06/7/2021 3:25 PM N 0 N 0 N FILE NAME: 120121 UTIL_PLANS.DWG HORIZ. SCALE: NO SCALE VERT. SCALE: NO SCALE pan FELSBURG gill HO LT & ULLEVIG 6400 S Fiddlers Green Circle, Suite 1500 Greenwood Village, CO 801 1 1 Phone: 303.721.1440 www.FHUENG.com CD 0 0 SHEET REVISIONS DATE COMMENTS INITIALS 4759462 Pages: 101 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III PI',1I7JJr�$I JLVII')IiAYI "Ill L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: REVISED: VOID: US 85 / WCR 20 PERMIT PROJECT UTILITY PLANS SHEET 5 120121 -01 DESIGNER: JMD DETAILER: SWD STRUCTURE NUMBERS SHEET SUBSET: SHEET SUBSET: UT -06 OF 06 82 4747185 Pages: 100 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO ■III I agi%M ROA'Cir11111 km0\JYD\Rarisan of is tg CONSTRUCTION PLANS 30" 48" MANHOLE SPECIAL SHALL INCLUDE SLAB BASE MANHOLE (SPECIAL) NOT TO SCALE NOTES: THIS DETAIL SHALL BE USED WHEREVER A PULL BOX IS REQUIRED TO BE PLACED IN PAVEMENT OR ADJACENT TO PAVEMENT. 2. REFER TO M -STD M-604-20 FOR INSTALLATION DETAILS. 30" OPENING AND STEEL COVER IN ACCORDANCE WITH SUBSECTION 712.06. COVER SHALL BE AASHTO #HS -20 RATED. SEE COLLAR DETAIL Existing Finished Grade BRICK COURSE DR GROUT NECESSARY TO FINISHED / eeB8 ....r_. ---STRUCTURE BACK FILL (FLOW FILL) 6" DIAMETER DRAIN HOLE FILLED WITH Y INCH SCREENED ROCK GRADE. SEE COLLAR DETAIL 48" X 12" CONCRETE GRADE RINGS CONDUIT KNOCKOUT (TYPICAL) AFTER CONDUIT INSTALLATION, SEAL KNOCKOUT WITH APPROVED SEALENT 8" CONCRETE SLAB BASE 6" MINIMUM GRANULAR BEDDING MATERIAL 6" THICK X 4' SQUARE CONCRETE COLLAR CONCRETE SHALL BE 4000 PSI 5-1/2 SACK MIX MINIMUM TOOLED CONSTRUCTION JOINT (TYPICAL) SEPERATE RIM FROM COLLAR WITH BOND BREAKER, PLASTIC SHEET, BUILDING PAPER OR OTHER MATERIAL TO PREVENT BONDING 3' SQUARE #4 REBAR CENTERED AS SHOWN DIRECTION OF TRAFFIC MOVEMENT C NEW OR EXISTING PAVEMENT. IF EXISTING, SAW CUT PAVEMENT FOR CLEAN STRAIGHT EDGE. TO INSTALL COLLAR CONCRETE RISER RINGS LID SHALL BE CLEANED AND MADE REMOVABLE 24 HOURS AFTER CONCRETE IS POURED 30" HEAVY DUTY, TRAFFIC RATED FRAME AND COVER TOP OF LID NUBBS SHALL BE I/4" BELOW STREET GRADE AND BE SET TO SAME SLOPE PLAN /--l" MIN. SECTION A -A MANHOLE COLLAR DETAIL 6" THICK CONCRETE COLLAR 6" OF COMPACTED 'e" MINUS AGGREGATE BASE COURSE (A.B.C.). ALL BACKFILL SHALL BE COMPACTED TO 95% OF THE MODIFIED PROCTOR DENSITY ACCORDING TO ASTM D 1557 AT +/- 2% OF OPTIMUM DENSITY. My stamp is limited to following the standard on this sheet. Print Dote: 3/30/2021 File Nome: Horiz. Scale: No Scale Vert. Scale: No Scale Unit Information JKS Sheet Revisions Dote: Comments Init. Colorado Deportment of Tronsportotion A. HO ITS Brunch JKS o0T V'7 425 C Corporate Circle Golden, CO 80401 Phone: 303-512-5801 FAX: 303-512-5878 As Constructed No Revisions: MANHOLE (SPECIAL) Project No./Code Revised: Designer: jks De toiler: JKS Sheet Subset: DETAILS Void: Structural _ Numbers Subset Sheets: I of 1 Sheet Number 4759462 Pages: 102 of 156 09/24/2021 10:05 AM R Fee:$0,00 Carly Koppes, Clerk and Recorder, Weld County , CO 1111 KIM li�1'��II�I II14.VIIIIIVI 11III 4747165 Pages: 101 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO ■III LI OM OW II Ih4�L� LrANAMIIIIIIK Wyk II II I RAI F 1 1 uN'1 Rt )L PLAN GLNIkAL NOTES P..IOR[ADDING OF WORT. IN1NE COW ROW, .HE PEAMITTEN SAL- CREATE A NI 1 . DETAILED lureRIEENR:TUN 'AFF,L CCUN REA PLAN 1NI'CII. COVERS r( 'II ALL LsASES 1FFLT ()At /NIGHT SI.NA,,E CUNUIIIQNS OF WORE INLL LTU::N,. FINAL _IGNIIR, AMID sI RIPING. r'ERMII I AFSIciNATE A (NAF FIII CONTROL SUP RVSOR (ICS) AS No:CHOW IN IIIF CE NE RAT. NtIES 1HE Ms, MUST BE AVAIL AF l 'F HGURS THE L FF UI LMNSTRUNTION. 5. PERMIT IIE SHAH. ONL C USE THE TRAI IIt' t FNTFUI PLANS SI AMPLIF WIIF, "NOTICE C) HIND, ItD DEAN-. - EXHIBIT U ',DOI SEA, I. LONGUE WITH Ail UI HER TRAFFIC Ucurl IRO: PI AND sl,l FR TO THEM BELIEF.; .1S1D TFV F"E -;LI HWAt. PL PA.I TEL AI RF MOVE ALI IPA..IIi: NI;N RUI DM/ L'FS Al TrIL L U LP I7_ DA's N`,IMF( ': It: AtPENES, MNI WI. I Nts AND NU -,DAL:, UN I ss L RE IDS IkA R tEct LOB` AN 'NF .1 _! SAN z8AF= :UNFREE, I_ -r 'AM'TS PROM RELEVII A,t .':'I Es. t ISE 77E D ALUM', JS 85 ACJACFNi WORK ZONE APEAS "1AL_ BE 55 VPH EptiI . F NC FLAGGING OPERA [IONS uR AS NOTED 'HI CONTRACTOR SHALL CI)MPLF IE t DOT FORTE/ 568 OUI It) IMt TLMPC1RARr SPFEI) RFLL 7N, 7 THE LONE FAG: I OR SHALL MAINTAIN A MINIMUM CIF 1:P LANES ANIL SHOUL DEES AT AI I TIME S. 9. IF )NIRAI: 11'1, SHALL REMOVE Al. I 1 AI_;TI NG PAVEMFNI MARKINGS EIIAI CONEL T WII I F 'EMPORAB PAVEMENT MAIJ.II.GS IF NECESSAR'r. R! MOVAL OF TE MPJRARI PAVE ME NT MARNIr`1GS WILE NMI HE RAID FOR SEPARAlFBu SHALL BE I,Nc_UD, I- IN I_i)NSTRACTION Z FNI. IRA(' IL cUNTROL. 9. FJSI FINN :El AF 15 (SOLAR) SHAT HE INS A,.ED ON ALL ADVANCE FOAL. WUR,L" ()'- 'A ME ...SAL_ STLI, sAIFEI- iI TAI I ,f "EE. AS ., PLC TED .' I,IEN- I ALL TRAIL ( LC. I:It-EDO DEFACES, 2E Eli L 10E -FISH, LI RUMS IGNE, PAVE Mf LI MARI.II AND -IA IFL,ZAII( N DE VIC; i `. MALI CONEVFV 'Et- 'HF E AI fi_DOI, ((MICE AND IOLAL ANNUL, S AHEM -Nu CU NSIRt t II iN OF FILLIA( ILIIIE' „-I AL I LF MEN ED IN A SAF I- Arm EXPE DI PM', MANN, R WITHOUT IFIF 'FIRER TURAI INIL t, hII Er 01 AUJALF NI Mill INNE,S. SI RUCFUHF- AND UTILITIES. 15. COFL IEAI JR ',I'M E AFF Lr c()VI I, AN, (1,1 IV( 11ES AND PELE. IURI I IAF I Ir, IU FlF MAI l['NMI'LILO WI: N NrIT INIJRI=IN,- IN HL AREA. F L NISI ( INS I IAE NFL PCT WE EEL IWPOE,A9 ELL.E._ NS SLIALL- HI MASI LI UR RL MC FTpi CL0 MALI A 'II IC, RI CAI NE, OR MAS 0F, F• I INN, ,one A !': A r VA - , IJ W Furl, RFASONALLELIOL RAM .. A(r DF/EAt Ft, ) FL I 0."3 I Wt; [-It LIIFF: AL UNIMS W:,t 131 ;IRUM (.I±ANII`IELI lI FL, 'L VICE WIt.. LIE, I') (I FA, pt, ,) II Mil NEIL Err 131 t I IN PLACE Al' DIINH" I / Art DRUM', FuNt BI Mt 'VI D I IlFL u,IISIF EDGE OF THE RMAIFWA, Al NIGHT, UN WI I IL INIU. MTh ONRE,' DA LNELSS 0 I IF RWISE AP'PIVEU BF INELINFF R_ I 8 I [AOCE',MEE EL'NE OE FAZE LE -INSI AI I I ) AND FIDAGMIlit, ,HALE HI MIL LP I' A Di LM. U NI t Alt AND A- AP"I«FVI D El IHE FN,I NE I f7. F �,IILL INDEX SHEET SUBSET SHEET DESCRIPTION TCP-01 TCP GENERAL NOTES TCP - 02 ) TCP PHASE 1 NOTES AND TYPICAL TCP - 03 TO TCP - 08 I TCP PHASE 1 PLAN SHEETS TCP - 09 ! TCP PHASE 2 NOTES AND TYPICAL TCP - 10 TO TCP - 14 I TCP PHASE 2 PLAN SHEETS PPM' DAIF. '16/9/.'I)'1 I :'4 PM EF F L FAME- I SiI IDI`, IC EFFI C N_ NEE It 1,1WE II LEL ES ..=ALD Il!) '-I Al t VEIL S( ALL v.I LIll FELSBURG 6400 S Fiddlers Green Circle, Su,te 1500 HOLT & Greenwood Village, ,G0 X111 _-I Phone: HUEN 1.IMO com ULLEVIG .FHUENG.com DAZE 19 EFL EAR _ONE 5rIPS I. ME! I AAS„TO', -ROADSIDE DE':(EN QNID E... EAT EST EEPTI UN. NI ..LREMEN,S I -E I',)t I UW , IS '_ENERAL :_I FAR ZONE GHIDFANCE, ,LEAN /UNE (E, MPII) i() FI (: L. EAR N 'FF ( ,MPII) :'4 I1 DO. US 85 MAINLINE lFFAl f It CUNT ROL RELTNIti 'II)NS. `FINLE.E LANE CLOSURES ARE AI LOWED, WITHIN IIII. FU(LOWING ALLOWAL BE IIML I RAML(S). n I1 REVFF,I)N5 :VMME,IS �1NII IA 4759462 Pages: 103 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly�I��KopRpes, Clerk and Recorder, Weld County ,YCO5'W�� ,III '%�I I1�11'n �111f1 f 1�■�r1� ■�TII ,I II I SPBING/`UMMFR (APR OCTOBER) IWI.!I','.IA' $6 9PM WE SAM 09 9AM ILL 29v SB NPVI SAM 'R 9AM T., _FM U. l FNG/SUMVEIa (APRIL TO OCTOBER) (WI F,, NB 61'M IO 4PM S B 3PM TLI :`PM FALL/I/VENEER (INMVL. MBER TO MARCH) (WEE I. HA") NB 9PM IL' SAM OR 9AM TO 3PM L B 9PM II.) SAM OR NAM TO 3PM FALL/WINIT FR (NINE MEN FE TO MARCH) (WE[ I. DAT) E ANi HMI EMI ALL A �C I.F , DI VISES -ALL VA AriN ) B - ' FAC:DI, A'. AL_ EFL MOS We WI HE ',TOPPED Or I sp Im.NiE IF USER DEVICES. ARE MA I P NEE. REPAIRED ITN( REPLACED. F-LINT,i ( E I.MF LOOM WIL. NUT BE CUN INL%J. LINSIRVCIIO NI USAF I IC STUN ,NC LURE AUVAL. WAI: NINE SIGNS AN;) sLPB LLMLNFAL `(N` OR COWS] RUCTION IAGE:�. TI TF CONTRACTOR .,FLAIL DE VENUE AN ACMES, MAIN II IAMIT PI AI N AEI '.I)RDANL'.! WII FL ALL BASED ON INl REQUIREMENT, OF FI IE AI I LCTED PFOPLRII OMR PS AND TE NANIS AND SUBMIT It) THE ENGINEER FOR APPROVAL BEE ORE III C MM NCE MENI DI WORI WHOP AFFEI I's A( ( LSE Il A I'HOPEP r 199' ANL ELLEEALL NETAIE FII BARRI, ADEU sICNS AND IF MPUI;AI M, AiIS OFARCMs-, RENI,RED Br It BBOBLIBI AlsjiII( ITEM NO. 202-00250 621-00450 627-00011 630-00000 630-00007 630-00012 630-00016 630-80355 630-80358 630-80370 630-85009 630-85010 CONTRACT ITEM REMOVAL OF PAVEMENT MARKING DETOUR PAVEMENT PAVEMENT MARKING PAINT FLAGGING TRAFFIC CONTROL INSPECTION TRAFFIC CONTROL MANAGEMENT TRAFFIC CONTROL (SPECIAL) PORTABLE MESSAGE PANEL FLASH ARROW PANEL BARRIER (TEMPORARY) IMPACT ATTENUATOR (TEMPORARY) IMPACT ATTENUATOR (T -M -A) (TEMP) LLVERiST E 88 Flk E.F9F I 'LEVEE ()U ( ',PERSON, L CC' L v 1111E (DOS) Al-ktEELLL FA. ( J) _89 I3'I8 UNIT QTY SF 14,468 SY 1,455 GAL 112 HR 450 DAY r 10 DAY 50 LS 1 EA r 2 EA 2 LF 2,990 EA 3 EA 1 AS CONSTRUCTED REVISED: VOID DES, PLF: I OFT/PULER: SDLEr SJBSE': US 85 / WCR 20 PERMIT PROJECT TRAFFIC CONTROL PLAN GENERAL NOTES S WE 1NA U LI DUMB( 9LLIADWAE I SHEET SUNSL CONSTRUCTION PLANS KIIp�IN�yEEeIEY�a Cal Wm lom PRCJFCI NC}/(USN I 4747165 Pages: 102 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO i II rIT kJ4tIi,'!P a 2 a a r! «I E_01. 6/7/2 21DES_ n\Drawings\ 12 V rQJecl\04_CIVIL [al HOLT & CONSTRUCTION PLANS TRAFFIC CONTROL PLAN PHASING NOTES PHASE PREP -WORK 1 CONSTRUCT DETOUR PAVEMENT ALONG; MEDIAN EDGE OF SOUTHBOUND US 85 10 PREPARE FOR PHASE- 1 TRAFFIC. SHIFT. UTILIZE SINGLE LANE CLOSURE TO CLOSE INSIDE - MOST SOUTHBOUND US 85 LANE 3. SEE TEMPORARY TRAFFIC CONTROL GENERAL NOTES FOR SINGLE LANE CLOSURE TIMES (TRAFFIC CONTROL GENERAL NOTES) UTILIZE CDOT STANDARD PLAN NO. S-630- 1, CASE 10 (SINGLE LANE CLOSURE ON 4 -LANE HIGHWAI). PHASE 1 1. SHIFT TRAFFIC INWARDS (TOWARDS THE MEDIAN) ON TO DETOUR PAVEMENT CONSTRUCTED IN PREVIOUS PHASE. 2. USING TEMPORARY' BARRIER ALONG THE OUTSIDE OF SOUTHBOUND US 85, ESTABLISH A WORK AREA TO CONSTRUCT OUTSIDE WIDENING AND RE -GRADING OF SOUTHBOUND US 85 3. SEE PHASE I TYPICAL SECTION. BELOW, FOR TEMPORARY LANE WIDTHS. TEMPORARY SHOULDER WIDTHS, TEMPORARY BARRIER PLACEMENT, AND WORK AREA. 2.00' TEMP. SHLDR WORK AREA BARRIER (TEMPORARY) - r SB US 85 nab 12.00' 12.00' LANE LANE 8 2.00' TEMP SHLDR H -e 6.00' 6.00' TEMPORARY - PAVEMENT US 85 NB US 85 12.00' LANE 4 12.0C LANE 4 EXISTING GROUND CONSTRUCTION TRAFFIC CONTROL TYPICAL SECTION PHASE 1 OUTSIDE WIDENING PRINT DATE 06/7/2021 3.26 PM FILE NAME: 120121 DES_TCP02_TYP_PHASE_01 .DWG HORIZ. SCALE: 1" 400' VERT. SCALE. NO SCALE 4 FELSBURG I 6400 S Fiddlers Green Circle, Suite 1500 Greenwood Village, CO 8011 I Phone: 303.721.1440 ULLEVIG I www.FHUENG.com ( ) SHEET REVISIONS DATE COMMENTS INITIALS Know what's below. Call before you dig. i_.G. EVERIST, INC. /321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 RHONE: (303) 287-4656 FAX: (303) 289- 1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT TRAFFIC CONTROL PLAN PHASE 1 NOTES AND TYPICAL SECTION PROJECT NO./CODE 120121-01 REVISED: DESIGNER: SW[) STRUCTURE VOID: DETAILER: SWD NUMBERS SHEET SUBSET: ROADWAY SHEET SUBSET: TCP-O2 OF 14 85 4759462 Pages: 104 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder; Weld County CO Diu PiiictIVNsAldillig ilgO Liii11451O1Ditiiiii till 4747165 Pages: 103 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO Walt: PAV'ktiflirs 'd W1/21,1 Illiii CONSTRUCTION PLANS SPEED LIMIT 65 XYZ CONSTRUCTION THANKS YOU 555.555-5555 END FINES DOUBLE IH iDfiK Z Ot* .....:."r .4 L H'.IPIZ CaLE I' =50' _5. 101,00 LEGEND BARRIER (TEMPORARY) WORb AREA is GROUND MOUNTED SIGN C HANNELIZING DEVICE FLASHING BEACON Know what's below. Call before you dig. 102 a Li PRINT DATE 06/7/2021 3.31 PM FILE NAME: 1'201 1 DES_TCP03_.PLN_PHASE_01.DWG HORIZ. SrAI F 1" = 50' VERT. SCALE. NO SCALE pea FELSBURG di HOLT & ULLEVIG 6400 S Fiddlers Green Circle, Suite I S00 Greenwood Village. CO 8011 I Phone: 303.721.1440 www.FHUENG.com (R -x) (� C SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289- 1 348 AS CONSTRUCTED NO. REVISIONS: REVISED: VOID: DESIGNER: DETAILER: US 85 / WCR 20 PERMIT PROJECT TRAFFIC CONTROL PLAN PHASE 1 PLAN SHEET 01 FWD STRUCTURE SWD NUMBERS SHEET SUBSET: ROADWAY PROJECT NO./CODE 1201:21-01 SHEET SUBSET: TCP-03 01 1 4 86 4759462 Pages: 105 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO )*IIY)NiS'hinirkhr,rabkfitlainilivi � K 1� 1111111 4747165 Pages: 104 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO m ?jIk"7N h 14 11 retilYi, liii CONSTRUCTION PLANS 0 O 0 N 0 MATCHLINE ✓ \N. a 103+00 n N - -NINO': 1:55 REDIRECT TAPER RATE I 104+00 a 105+00 EXISTING RIGHT OF WAY a a HCL MINOR ACCESS 4 ROAD EXISTING RIGHT OF WAY IMPACT ATTENUATOR (TEMP.) , _ \\\\\:\> \\\\. \ \ ■ ■ ■ ■ ■ ■ II • • ■ • • • ■ r- o o --- M 11 leamie 1 are, .ter- on, 106+00 SB US 85 11)/4 108+00 t. Know what's below. Call before you dig. 109+00 0 S V NB US 85 N J L HORIZ SCALE: 1"=501 0' 25' 50' LEGEND • 1410 S • • BARRIER (TEMPORARY) CHANNELIZING DEVICE WORK AREA GROUND MOUNTED SIGN FLASHING BEACON w 109+25.00 MATCHUNE g kD0L/cF 11' ir1•' j.¢ :o 52481 c j •"-, 6/09/2021 O I1.. SiONALS- PRINT DATE: 06/7/2021 3:32 PM FILE NAME: 120121 DES_TCP03_PLN_PHASE_01.DWG HORIZ. SCALE: 1" = 50' VERT. SCALE: NO SCALE FELSBURG de HOLT & ULLEVIG 6400 S Fiddlers Green Circle, Suite 1500 Greenwood Village. CO 8011 I Phone: 303.721.1440 www.FHUENG.com SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / 0./CR 20 PERMIT PROJECT TRAFFIC CONTROL PLAN PHASE 1 PLAN SHEET 02 PROJECT NO./CODE 120121-01 REVISED: DESIGNER: SWD VOID: DETAILER: SWD STRUCTURE NUMBERS SHEET SUBSET: ROADWAY SHEET SUBSET: TCP-04 OF 14 87 4759462 Pages: 106 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes; Clerk and Recorder, ,III AllirditintisSillih I I I Weld County CO 11 111 4747165 Pages: 105 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO i C O 0 6/7/202' 3: N 0 N irI wVItiY111livii, 111111 CONSTRUCTION PLANS 811 Know what's below Call before you dog. ` r- f- EXIST NG RIGHT OF WA'1 n '. - .L1•.Y�$k v�—L— •-- •�— -,.� -- �� . - �� — — - —� _�• �� : Wit.. — T flamesow,�rA.� — _ tv_ - - w. .y.: "\ ....\ \\\\ \ \\\\ \ \ \ AAA, N'L�• tom\ \�{ `\ \\I� i \ \ t" \ \ —\\--1 ?.. 4 -7 Ir . . 7 77. _ - O • ■ i ■-� i i • i i ■ ■ f f f i !-�ti ! ■ ■ ■ ! • ! ■ ! ■ ! ■ ! ! r1HCLUSBS -i ! i ■ ■ ! f i • ■ F-i F-■ ■ i • ■ ■ O ! i i • • • i ■ ! ■ ! • ! I 1-O CCV I SB US 85 _ _ _ _ 110'00 111+00 112+n0 113+n0 114+00 115+00 116+00 2p t Li MATCHUNE MATCHLIN �' _ .. \\\\\ _ ---:-._' \•\S\ .. �. ._ .. ::'� -. - _ - -_ - - - ,.\. .. . .•. _.. .. - - '.<.\\ - - NB US 85 _ - -- -_ - _ �.I�_-.- �� 0 Est -. ,�{� - _ - - .. - -r - r -'armor _• iW y,r ..�;.—'�.-...• _ _ .«. .r - _ .._-r.�.v..-'I.+r...r `�' ... .. -.:..W _ t _: __ __ _ _ ..- .. .. ._ - .. — - -. - EXISTING RIGHT OF WAY • - . 'V.- _ . _ _ • �� LEGEND i ■ ■ i i BARRIER - ■ (TEMPORARY) \ J L illiall 4.---' ' • • ' I -Ir CHANNELIZING DEVICE NIN\A dail �% HORI7 SCAT F: 1"=501 WORK AREA r? --lie •. 4 11� GROUND MOUNTED SIGN •, F i 1. 0' 25' 50' * FLASHING BEACONiii / _ co •� 52481 II r ; '•,• 6/09/2021 ... /�IIII� O • � SS/0NALC- PRINT DATE: 06/7/2021 3:32 PM AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT TRAFFIC CONTROL PLAN PHASE 1 PLAN SHEET 03 PROJECT NO./CODE SHEET REVISIONS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: 303 287-4656 ( ) FAX: (303) 289-1348 FILE NAME: 120121 DES_TCP03_PLN_PHASE_01.DWG DATE COMMENTS INITIALS 120121-01 NO. REVISIONS: ��? HORIZ. SCALE: 1" = 50' VERT. SCALE: NO SCALE par FELSBURGSTRUCTURE 6400 S F,ddlcrs Green Circle. Suite I 500 REVISED: DESIGNER: SWD it H O L T & ULLEVIG Greenwood Village. CO 801 1 I Phone: 303721.1440 wwwFHUENG.com DETAILER: SWD NUMBERS 88 VOID: (-) SHEET SUBSET: ROADWAY SHEET SUBSET: TCP-05 OF 14 4759462 Pages: 107 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder; Weld County , CO ui.�QI IARA I11 � l� CIVI I ,� i114l i 4747165 Pages: 106 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO i 17 PM, Zane.Motz II 'PAM% 11441*Nrcill III CONSTRUCTION PLANS 116+50.00 MATCHLINE IMPACT ATTENUATOR (TEMP.) TEMPORARY EASEMENT EXISTING RIGHT OF WAY a SB US 85 NB US 85 EXISTING RIGHT OF WAY HCL INTERSECTION U O N r N 0 0 0 N 0 N U N 0 0 N N S O t,O J N Pr) N MATCHLINE HCL US 85 ) M ONLY 121+00 w \\\lU T HORIZ SCALE: 1"=50' 122+00 LEGEND 123+00 EXISTING RIGHT OF WAY BARRIER (TEMPORARY) CHANNELIZING DEVICE WORK AREA GROUND MOUNTED SIGN FLASHING BEACON Kiwvi wnas below. Call before you dig. w PRINT DATF: 06/7/2021 3:37 PM FILE NAME: 120121 DES_TCP03_PLN_PHASE_01.DWG HORIZ. SCALE: 1 = 50' VERT. SCALE: NO SCALE FELSBURG HOLT & ULLEVIG 6400 S Fiddlers Green Circle, Suite 1 500 Greenwood Village, CO 801 1 1 Phone: 303.721.1440 www.FHUENG.com 07-7-7) SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT TRAFFIC CONTROL PLAN PHASE 1 PLAN SHEET 04 PROJECT NO./CODE 120121-01 REVISED: DESIGNER: SWD VOID: DETAILER: SWD STRUCTURE NUMBERS SHEET SUBSET: ROADWAY SHEET SUBSET: TCP-06 OF 14 89 4759462 Pages: 108 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO IIIl4��JP N tiLk'I, �il+ti�lti �1111 4747165 Pages: 107 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 3:32:24 PM, Zone.Motz U585 - WCR20 Permit Project \04_CIVIL\CADD\ Design \ Drawings \120121DES_TCP03_PLN_PHASE_01, O N III POrdriN,IYIAJP1PaillitAili ilk 11111 CONSTRUCTION PLANS 123+75.00 MATCI- U NE 12.1-i DO EXISTING RIGHT OF WAY SB US 85 125+00 126+00 ! HCL US 85 129+00 \ ' JI` z t r HORIZ SCALE: 1"=50' 1 � � 25' 50' 1:31) f 1 LEGEND ■ w ■ s f ■ BARRIER (TEMPORARY) CHANNELIZING DEVICE WORK AREA GROUND MOUNTED SIGN FLASHING BEACON Know what's below. Call before you dig. 0 0 O 0 t4) MATCHUNE PRINT DATE: 06/7/2021 3:32 PM FILE NAME: 120121 DES_TCP03_PLN_PHASE_01.DWG HORIZ. SCALE: 1" = 50' VERT. SCALE: NO SCALE FELSBURG �_ HOLT & ULLEVIG 6400 S Fiddlers Green Circle. Suite 1 500 Greenwood Village. CO 8011 I Phone: 303.721.1440 www.FHUENG.com SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT TRAFFIC CONTROL PLAN PHASE 1 PLAN SHEET 05 PROJECT NO./CODE 120121-01 REVISED: DESIGNER: SWD VOID: DETAILER: SWD STRUCTURE NUMBERS SHEET SUBSET: ROADWAY SHEET SUBSET: TCP-07 OF 14 90 4759462 Pages: 109 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO 4747168 Pages: 108 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO II II I IH e A 0 G N ru th wr (0 C. W 0 0 kJ a r4 0 O 6 a OG 0 i II - C 3 Yr 2 CONSTRUCTION PLANS LEFT SHOULDER CLOSED NEXT 1 MILE WORK ZONE FINES DOUBLE WORK ZONE SPEED LIMIT LEFT SHOULDER CLOSED AEG N HNES DOUBLE ZONE SPUD UMI' 55 vivAy ROAD WORK AHEAD 500' 155 REDIRECT TAPER RATE OAD WORK MMM 1Y-MMM YY FOR INFORMATION xxx-xxx-xxxx 3,', h:.'.'.;a� jr.; ... . r er-A'F 'n=5U' I Fl .FI'If l a r a ■ ■--f— BARRIER (TEMPORAP • • WORT. AREA HANNELIZING DEVICE GROUND MOUNTED SIGN 4- FLASHING BEACON Know what s below. Call before you dig. PRINT DATE 06/7/2021 3 32 PM FILE NAME: 120121 UES_TCP03_ PLN _ PHASE JP DWG HORIZ. SCALE: 1" = 50' VERT. SCALE. NO SCALE 6. FELSBURG el HOLT & ULLEVIG 6400 S Fiddlers Green Circle. Suite 1500 Greenwood Village, CO B01 I I Phone: 303.721.1440 www.FHUENG.com SHEET REVISIONS DATE COMMENTS INITIALS 011 G. EVERIST, INC. /321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: REVISED: DESIGNER: US 85 / WCR 20 PERMIT PROJECT TRAFFIC CONTROL PLAN PHASE 1 PLAN SHEET 06 SWD 5iRUCIURE VOID: DE TAILE R: SWD NUMBERS PROJECT NO./CODE 120121 -01 SHEET SUBSET: ROADWAY SHEET SUBSET: 1CP-08 OF 14 91 4759462 Pages: 110 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes. Clerk and Recorder; Weld County . CO u I Vitt 4 V"' II! Ill 4747165 Pages: 109 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III lirdPitninailIIIMidel4allikilliedliktPia III it Project\0t_CW L\CADD\Desgn\Drowings\'20121DES__TCP04_TYP_PHASE_02, 6/7/2021 3:33.27 PM, Zone Mot, WCR20 Pe co co 0 N CONSTRUCTION PLANS TRAFFIC CONTROL PLAN PHASING NOTES PHASE 2 1. SHIFT SOUTHBOUND US 85 TRAFFIC OUTWARDS (AWAY FROM THE MEDIAN) ON TO THE NEWLY CONSTRUCTED FULL DEPTH ASPHALT PAVEMENT CONSTRUCTED IN PREVIOUS PHASE. 2. SHIFT NORTHBOUND US 85 TRAFFIC OUTWARDS (AWAY FROM MEDIAN) ON TO EXISTING SHOULDER PAVEMENT. 3. PLACE CHANNELIZING DRUMS ALONG INSIDE (MEDIAN SIDE) OF SOUTHBOUND US 85 AND PLACE TEMPORARY BARRIER ALONG INSIDE (MEDIAN SIDE) OF NORTHBOUND US 85 TO ESTABLISH WORK AREA FOR CONSTRUCTION OF MEDIAN DRAINAGE STRUCTURE, MEDIAN WIDENING, MEDIAN RE -GRADING AND RESET OF TENSIONED CABLE RAIL/END ANCHORAGES. 3. SEE PHASE 2 TYPICAL SECTION, BELOW, FOR TEMPORARY LANE WIDTHS, TEMPORARY SHOULDER WIDTHS, TEMPORARY BARRIER/DEVICE PLACEMENT, AND WORK AREA. 4.00' TEMP. SHLDR UTILIZE PAVMENT CONSTRUCTED IN PREVIOUS PHASE J SB US 85 12.00' LANE LANE 12.00' 6.00' TEMP CONC - BARRIER (CHANNELIZING DEVICE OPTIONAL) 2.00' TEMP SHLDR WORK AREA US 8� 2.00' TEMP SHLDR it6.00' EXISTING GROUND -21 TEMP CONC BARRIER NB US 85 12.00' LANE LANE 12.00' CONSTRUCTION TRAFFIC CONTROL TYPICAL SECTION PHASE 2 MEDIAN WIDENING POST PHASE 2 WORK 1. AFTER US 85 PAVEMENT WIDENING IS CONSTRUCTED, COMPLETE ANY REMAINING MINOR WORK ELEMENTS SUCH AS CONCRETE ISLAND CONSTRUCTION ALONG OUTSIDE OF US 85 AND MISCELLANEOUS PAVING WORK WITHIN THE INTERSECTION. 2. FOR WORK ALONG OUTSIDE US 85, DURING ALLOWABLE TIMES (SEE TRAFFIC CONTROL GENERAL NOTES), USE SINGLE LANE CLOSURES PER CDOT STANDARD PLAN NO. S-630-1 CASE 10, SINGLE LANE CLOSURE ON 4 LANE FACILITY. 3. FOR WORK ALONG WCR 20, USE FLAGGING OPERATIONS PER CDOT STANDARD PLAN NO. S-630-1 CASE 17, LANE CLOSURE ON 2 -LANE HIGHWAY. CONTRACTOR MUST GET APPROVAL FOR WELD COUNTY FOR CLOSURE OF WCR 20. 4. COMPLETE THE PLACEMENT OF FINAL PAVEMENT MARKINGS. USE CDOT STANDARD PLANS PER NOTES 2 AND 3, ABOVE. 4.00' TEMP jSHLDR Know what's below, Call before you dig. PRINT DATE: 06/7/2021 3:33 PM FILE NAME: 120121 DES_TCP04_TYP_PHASE_02.DWG HORIZ. SCALE: 1" = 400' VERT. SCALE: NO SCALE .3 g{4 FELSBURG HOLT & ULLEVIG 6400 S Fiddlers Green Circle, Suite I S00 Greenwood Village, CO 801 I I Phone: 303.721.1440 www.FHUENG.com O C O SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT TRAFFIC CONTROL PLAN PHASE 2 NOTES AND TYPICAL SECTION PROJECT NO./CODE 120121-01 REVISED: DESIGNER: SWD VOID: DETAILER: SWD STRUCTURE NUMBERS SHEET SUBSET: ROADWAY SHEET SUBSET: TCP-09 OF 14 92 4759462 Pages: 111 of 156 09/24/2021 10:05 AM R Fee:$0.00 4747165 Pages: 110 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO I PiPla 01 IMAM& Yid M20121-01 u585 - WCR2O Permit Project \04_CIVIL\CADD\Design\Drowings\120121DES_TCP05_PLN_PHASE_02. 6/7/2021 3:34:55 PM. Zane.Mot, III CONSTRUCTION PLANS r r at- it i •e iLlt s a e • 1 SPEED LIMIT 65 24R2-1 (65) X 250' S XYZ CONSTRUCTION THANKS YOU 555-555.5555 48620-10 II E:..r.4l.r -'a' 250' END FINES DOUBLE IN PORK ZONE 24R52 -6b 1 X 500' fa elm US 85 SOUTHBOUND US 85 NORTH BOUND 100+00 1:55 REDIRECT TAPER RATE know what's below. Call before you dig. 1111 £ i i v.c JIL HORIZ SCALE: 1 "=50' 0' 25' 50' LEGEND MOOS ■ U BARRIER (TEMPORARY) CHANNELIZING DEVICE WORK AREA is GROUND MOUNTED SIGN FLASHING BEACON fendii 102+00.00 MATCHUNE PRINT DATE: 06/7/2021 3:34 PM FILE NAME: 120121 DES_TCP05_PLN_PHASE_02.DWG HORIZ. SCALE: 1" = 50' VERT. SCALE: NO SCALE FELSBURG it HOLT & ULLEVIG 6400 S Fiddlers Green Circle, Suite 1500 Greenwood Village. CO 8011 I Phone 303.721 1440 www.FHUENG corn R -X ) ) SHEET REVISIONS DATE COMMENTS INITIALS kE L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT TRAFFIC CONTROL PLAN PHASE 2 PLAN SHEET 01 PROJECT NO./CODE 120121-01 REVISED: DESIGNER: SWD (STRUCTURE SWD I NUMBERS VOID: DETAILER: SHEET SUBSET: ROADWAY I SHEET SUBSET: TCP-10 OF 14 93 4759462 Pages: 112 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO HIP:41144h re' rimy), 1111 4747165 Pages: 111 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO A120121-01 USB5 — WCR20 Permit Project \O4_CNIL\CADD\Design \ Drawings \ 1 20121DES_7CP05_PLN_PHASE_02. 6/7/2021 3.35:04 Zane.Motz CONSTRUCTION PLANS 102+00.00 MATCHLINE L\\ too 48G20--- 11 _I-4 500' f Sim • ;JP 36W20-1(AHEAD) F X a sit 36W3-5 F 530' err. X 530' —41 BEGIN FINES DOUBLE IN YORK ZONE 24R52 -6o F X 1:55 REDIRECT TAPER RATE JLy 104+00 NE X1 1 MILE 260' 36W21-5BL 11/4 MILE 24W16 -3o F 260' C 24620-5 WORK ZONE SPEED LIMIT 55 24R2-1(55) F -CL US 85 l 111.5.38 I - 0 HCL MINOR ACCESS ROAD I 1:55 REDIRECT TAPER RATE 24G20-5 WORK ZONE FINN 24R2 -6 -DOUBLE F 265' S a. 265' 35W21 -58L 24W7 -3o F aloof 530' 1Ur-+UU I •sty J HORIZ SCALE: 1"=50' +a* ti EXISTING RIGHT OF WAY I w ! NB US 85 IMPACT ATTENUATOR (TEMPORARY) vas EXISTING RIGHT OF WAY LEGEND gismo CHANNELIZING DEVICE WORK AREA GROUND MOUNTED SIGN FLASHING BEACON t Know what's below. Call before you dig. 1094-00 ! a MAN ■ a 0i 0 MATCHUNE PRINT DATE: 06/7/2021 3:35 PM FILE NAME: 120121 DES_TCP05_PLN_PHASE_02.DWG HORIZ. SCALE: 1" = 50' VERT. SCALE: NO SCALE N►/ FELSBURG ei HOLT L T & ULLEVIG 6400 S Fiddlers Green Circle, Suite 1 500 Greenwood Village. CO 801 I I Phone: 303,721.1440 www.FHUENG.com SHEET REVISIONS DATE COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT TRAFFIC CONTROL PLAN PHASE 2 PLAN SHEET 02 PROJECT NO./CODE 120121-01 REVISED: DESIGNER: SWD VOID: DETAILER: SWD STRUCTURE NUMBERS SHEET SUBSET: ROADWAY SHEET SUBSET: TCP-11 OF 14 94 4759462 Pages: 113 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO viii kirdlnidialgP ��i'I'aIn �;.JkIay 1111 4747165 Pages: 112 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO i .V2(3121-01 US85 - WCR2O Derma Project\04_CIVIL\CADD\Design\Draw ngs\120121DES_TCP05_PLN_PHASE_D2. 6/7/2021 3:35:13 PM, Zone.Motz II PiPAIT Rd " III CONSTRUCTION PLANS O O tri MATCHLINE - 1 r EXISTING RIGHT OF WAY • Krwwwhat`s below. Call lrefort you dig. Nee • • r, SR 4JS 85 HCL US 85 • 110+00 \\.t\ \ \ \ X111+00•, H • • V r V 112+00 \ \ \ \ \ \113+00 \ \ \ \ \ \ \ \T 114+00 CS\ \--\ r • et 115+00 \ \ \ a -t a V • • 116+00 ti • • f • E ace • • ■ • • a _ ■ NB US 85 1 w1 w Jll 7 -i r lj HORIZ SCALE: 1"=50' 25' 50' LEGEND BARRIER (TEMPORARY) CHANNELIZING DEVICE WORK AREA I. GROUND MOUNTED SIGN FLASHING BEACON 116+50.00 MATCHLINE PRINT DATE: 06/7/2021 3:35 PM FILE NAME: 120121 DES_TCPO5_PLN_PHASE_O2.DWG HORIZ. SCALE: 1" = 50' VERT. SCALE: NO SCALE pleal FELSBURG di HOLT & ULLEVIG 6400 S Fiddlers Green Circle. Suite 1500 Greenwood Village, CO 801 1 1 Phone: 303.721 1440 www FHUENG.com SHEET REVISIONS DATE COMMENTS INITIALS L.C. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJEC I TRAFFIC CONTROL PLAN PHASE 2 PLAN SHEET 03 PROJECT NO./CODE 120121-01 REVISED: DESIGNER: SWD VOID: DETAILER: SWD STRUCTURE NUMBERS SHEET SUBSET: ROADWAY _ SHEET SUBSET: TCP-12 OF 15 95 4759462 Pages: 114 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO iu kraVILiglaillell'elirilfiliNtli/0144, Ill III 4747165 Pages: 113 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII rPry i'iit Masi 11111 CONSTRUCTION PLANS \120121-01 U585 f TEMPORARY EASEMENT t IMPACT ATTENUATOR (TEMPORARY) --1- - - 120+00 t O 0 O N I HCL INTERSECTION 121+00 HCL US 85 1 I' I _ LJ L 3t _ /'� POST PHASE 2 WORK AREAS SEE POST PHASE 2 WORK PHASING NOTES *of SB US 85 V cl-\\\\ 117+00 \\N \\-\ siermamile•CGailT.4zheiatiCra--tre.ai1/4 144 - NB US 85 _ EXISTING RIGHT OF WAY 500' tNO FINES DOUBLE IN IORK 204E 24R52 -8b r XYZ CONSTRUCTION THANKS YOU 555-555-5555 48620`-10 250' 250' Know *fiat's below. Call before you doy. SPEED LIMIT 65 24R2- (65) %1:55 REDIRECT TAPER RATE —Ilerr•r1/44. —war Is ror eta 1:55 REDIRECT TAPER RATE JIL HORIZ SCALE: 25' 50' ,O r / N N MATCHUNE LEGEND • EXISTING RIGHT OF WAY WORK AREA I. GROUND MOUNTED SIGN FLASHING BEACON PRINT DATE: 06/7/2021 3:35 PM FILE NAME: 120121 DES_TCP05_PLN_PHASE_02.DWG HORIZ. SCALE: 1 " = 50' VERT. SCALE: NO SCALE plird FELSBURG it_ HOLT & ULLEVIG 6400 S Fiddlers Green Circle, Suite 1500 Greenwood Village, CO 8011 I Phone: 303.721.1440 www.FHUENG.com ) SHEET REVISIONS DATE COMMENTS INITIALS Recorder, Weld County co4759462 Pages: 115 of 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppel, Clerk and Recorder$,00 CO 11111 MOVIE �un�w�� 111111 L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMIT PROJECT TRAFFIC CONTROL PLAN PHASE 2 PLAN SHEET 04 PROJECT NO./CODE 120121-01 REVISED: DESIGNER: SWD VOID: DETAIL ER: SWD STRUCTURE NUMBERS SHEET SUBSET: ROADWAY SHEET SUBSET: TCP-13 OF 14 96 4747165 Pages: 114 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO HIV MILIEU IIVIIAIMMI1 ��rii�h IIIiII CONSTRUCTION PLANS 123+75.00 MATCHUNE rfrit isseesi EXISTING RIGHT OF WAY 1:55 REDIRECT TAPER RATE Swiss MEP I MILE 530' 36W21 24W7 -3a 24620 5 WORK ZONE 2482 -6 --DOUBLE 265' 265' 24(;20-5 WORK ZONE • SPEED LIMIT 24R2-1(55) 1 36W21 260' • SISS sawwwwwallilba NB US 85 s _ ^ - 126_, UIJ HCL US 85 1211-N 24W16 -3a BEGIN FINES DOUBLE IN WORK ZONE 24R52 -6a 260' '6W20-- 1(AH AD) 530' 128400 SB US 85 1 + O <H\•Q -- - - _.\\\\\\ EXISTING RIGHT OF WAY 129+00 Vm 36W3 X ROAD WORK MMM YY-MMM YY a� FOR INFORMATION xxx-xxx-xxxx 48G2(i 1 530' I X 500' r3 14:- '4"tatairSeCallediLIEa.._:_•..:. .71,t 4,-- HORIZ SCALE: 1"=50' 0' 25' 50 LEGEND a Know what's Call be 1.s loommEMNOllir inkebiagglasitat1+ CI-IANNELIZINC DEVICE WORK AREA GROUND MOUNTED SIGN FLASHING BEACON below. fore you dig. 0 0 O 0 MATCHUNE PRINT DATE: 06/7/2021 3:35 PM FILE NAME: 120121 DES_TCP05_PLN_PHASE_02.DWG HORIZ. SCALE: 1" = 50' VERT. SCALE: NO SCALE FELSBURG 'j HOLT & ULLEVIG 6400 S Fiddlers Green Circle, Suite 1500 Greenwood Village. CO 1301 I 1 Phone: 303-721 1440 www FHUENG,corn SHEET REVISIONS DATE COMMENTS INITIALS • kE L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: US 85 / WCR 20 PERMI I PROJECT TRAFFIC CONTROL PLAN PHASE 2 PLAN SHEET 05 PROJECT NO./CODE 120121-01 REVISED: DESIGNER: SWD (STRUCTURE SWD I NUMBERS VOID: DETAILER: SHEET SUBSET: ROADWAY SHEET SUBSET: TCP-14 OF 14 97 4759462 Pages: 116 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO VIII Prffir11151jO0flikilifila F �ti,,fl II III 4747165 Pages: 115 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO N O 2 D C 0 N 0- a 0 of • N O N �O 4 Q 0 0 2 III POrdNit hilb*Igt1 W+Y44 1iiii CONSTRUCTION PLANS SCHEDULE OF TRAFFIC SIGNS o SIGN PANEL (SF) 202-00810 202-00821 210-00810 210-00815 614-00216 614-01585 614-01588 SIGN NO. PLAN SHEET SIGN DESIGNATION SIGN PANEL SIZE D o 9 o Y c3 0 SIGN LEGEND DESCRIPTION / = - �- 0 oo I v N = •- cn o ti oCC? I ,.> = •- o REMOVAL OF GROUND SIGN REMOVAL OF SIGN PANEL RESET GROUND SIGN RESET SIGN PANEL NUMBER OF POSTS STEEL SIGN POST (2x2 INCH TUBING) Steel Sign Support (2-1/2 Inch Rnd Sch 80) P (Post) Steel Sign Support (2-1/2 Inch / Rnd Sch 80) (Slipbase) W" x H" tD o O O v to EACH EACH EACH EA EACH LF LF EACH 1 PL -03 W2 -1/W16 -8P YELLOW CROSS ROAD AND STREET NAME PLAQUE/ 1 2 PL -03 R3 -7L 36 x 36 WHITE 4 LEFT LANE MUST TURN LEFT 9.0 1 10.0 1.0 3 PL -04 R4-7 24 x 30 WHITE KEEP RIGHT 5.0 1 10.0 1.0 4 PL -04 R1 -1/R6-3 RED/WHITE STOP / DIVIDED HIGHWAY 1 5 PL -04 R3-5 30 x 36 WHITE LANE USE - RIGHT TURN ONLY 7.5 1 10.0 1.0 6A 6B/C PL -04 R3-2 OM -3L 24 x 24 12 x 36 WHITE YELLOW NO LEFT TURN 2 BACK-TO-BACK OBJECT MARKERS 4.0 6.0 1 9.0 1.0 7 PL -04 R3 -7R 36 x 36 WHITE RIGHT LANE MUST TURN RIGHT 9.0 1 10.0 1.0 8 PL -04 R5-1 RED WRONG WAY 1 9 PL -04 R5 —lo RED DO NOT ENTER 1 10A 10B/C PL -04 R3-2 OM -3L 24 x 24 12 x 36 WHITE YELLOW NO LEFT TURN 2 BACK-TO-BACK OBJECT MARKERS 4.0 6.0 1 9.0 1.0 11 PL -04 R3-5 30 x 36 WHITE LANE USE - RIGHT TURN ONLY 7.5 1 10.0 1.0 12A 126/12C PL -04 CR 20 PANELS R1-1 / R6-3 GREEN RED/WHITE RESET TO SIGN POST 13 STOP / DIVIDED HIGHWAY 1 2 13 PL -04 R1-2 36" SIDES RED YIELD AND RESET CR 20 PANELS 4.0 11.0 14 PL -04 R4-7 24 x 30 WHITE KEEP RIGHT 5.0 1 1 10.0 1.0 15 PL -04 R5 —la RED DO NOT ENTER 1 16 PL -04 R5-1 RED WRONG WAY 1 17 PL -05 R3 -7R 36 x 36 WHITE RIGHT LANE MUST TURN RIGHT 9.0 1 10.0 1.0 ROUNDING ADJUSTMENTS 0.0 0.0 0 SUB -TOTAL 45.0 31.0 0.0 7.0 0.0 1.0 2.0 9.0 0.0 99.0 9.0 TABULATION OF TRAFFIC SIGNS AND DELINEATORS GENERAL NOTES - SIGNING AND MARKINGS: ITEM NO. ITEM DESCRIPTION UNITS QUANTITY 1. IN CDOT REGION 4 ALL SIGN POSTS SHALL BE GALVANIZED TUBULAR STEEL. 2. FULL -COMPLIANCE, TEMPORARY PAVEMENT MARKINGS SHALL BE 202-00810 REMOVAL OF GROUND SIGN EACH 7 APPLIED PER CDOT SPECIFICATIONS AT THE END OF EACH CONSTRUCTION DAY. 210-00810 RESET GROUND SIGN EACH 1 3. THE CONTRACTOR SHALL CONTACT CDOT PROJECT MANAGER AND ENGINEER OF RECORD, Al LEAST IWO WEEKS PRIOR 210-00815 RESET SIGN PANEL EACH 2 TO SCHEDULE STRIPING. THE PERMITTEE WILL BE RESPONSIBLE FOR ANY CORRECTIONS REQUIRED UPON FINAL INSPECTION OF THE ACCESS. 612-00001 DELINEATOR (TYPE 1) EACH 40 4. STRIPING SHALL BE EPDXY PAINT AS PER SECTION 627 OF THE CDOT STANDARD SPECIFICATIONS FOR ROAD AND 612-00002 DELINEATOR (TYPE 2) EACH 64 BRIDGE CONSTRUCTION. 5. SIGN PANEL ALL HIGHWAY STRIPING SHALL BE INLAID A DEPTH OF 40 MILS +/- 5 MILS IN ASPHALT AND CONCRETE UNLESS ♦ %N% 614-00011 (CLASS I) SF 45 WAVED BY THE PERMIT ENGINEER. GROOVE WIDTH SHALL BE PAVEMENT MARKING WIDTH PLUS 1 INCH, +/- %,4 INCH. 614-00012 SIGN PANEL (CLASS II) SF -��p,D0 Lie I 31 6. ALL STENCILS SHALL BE INLAID A DEPTH OF 90 MILS +/- 10 MILS. GRINDING WIDTH NO MORE THAN 1 INCH , 1� 614-01585 STEEL SIGN SUPPORT (2-1/2 INCH ROUND SCH 80) (POST) LF 99 LARGER THAT THE STENCIL. ' \,� •".' S O .•'\\C 7. �c, ....C44, E C.• *` 614-01588 STEEL SIGN SUPPORT (2-1/2 INCH ROUND SCH 80) (SLIPBASE) EACH 9 UNLESS AN ASPHALT OVERLAY IS REQUIRED, GRINDING OF EXISTING PAVEMENT MARKINGS IS REQUIRED BY CDOT. (.) ; THE PAVEMENT MARKINGS SHALL BE REMOVED TO THE EXTENT THAT THEY WILL NOT BE VISIBLE UNDER DAY OR y'• NIGHT CONDITIONS AND IN A MANNER THAT WILL NOT AFFECT TRAFFIC FLOW. 5 ;'3.06/09/21 : Q 35669 z 0 8. TYPE II DELINEATORS (DOUBLE CRYSTAL) SHALL BE INSTALLED AT 100 FOOT SPACING ON ALL ACCELERATION LANES AND TAPERS AND DECELERATION LANES AND TAPERS THAT ARE ADJACENT TO THE SHOULDER. I • J C) -o '•-�/ �i�i 9. THE SPEED LIMIT OF US -85 ALONG THE PROJECT LIMITS IS 65 MPH. THE EXISTING SPEED LIMIT SIGNS ALONG /j. 1�'t,).i US -85 ARE LOCATED SOUTH OF WCR-22 FOR THE SB DIRECTION AND NORTH OF WCR-16 FOR THE NB DIRECTION. ;�1 , , . 4 �. _= SON , >� PRINT DATE: 06/8/2021 12:29 PM AS CONSTRUCTED US 85 TABULATION / MICR 20 PERMIT OF SIGNING AND T— � PROJECT STRIPING PROJECT NO./CODE SHEET REVISIONS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 FILE NAME: 120121TRAF_TABO1.DWG NO. REVISIONS: 120121-01 N/A N/A (R-X)DATE COMMENTS INITIALS HORIZ. SCALE: VERT. SCALE: 6400 S Fiddlers Green Circle, Suite 1500 ( ) HENDERSON, CO 80640 (303) 289-1348 DESIGNER: LCL I plisl,% FELSBURG LI HOLT L T & Greenwood Village. CO 80111 Phone: 303.721.1440 C --)FAX: DETAILER: LCL NUMBERS VOID: 98 ULLEVIG wwwFHUENG.com IC SHEET SUBSET: TRAFFIC SHEET SUBSET: T-1 4759462 Pages: 117 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO VIII riallVAIVIOAMICNOPPVirikri Bill 4747165 Pages: 116 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO CONSTRUCTION PLANS 3 35.44 PM, Zone Matz N 0 us • 0 N fn i 0 0 J O 0 In in D 0 N 0 N SCHEDULE OF PAVEMENT MARKING MATERIALS 627-00008 MODIFIED EPDXY PAVEMENT MARKING 627-01010 PREFORMED PLASTIC PAVEMENT MARKING (TYPE I) (INLAID) 627-30405 614-30410 PREFORMED THERMOPLASTIC PAVEMENT MARKING (INLAID) LOCATION PAVEMENT MARKING DESCRIPTION EDGE LINES CHANNEL DOUBLE CENTER LANE ACCEL LANE DOTTED LANE LANE DROP WORD -SYMBOL XWALK-STOPLINE YELLOW SOLID 6 INCH WHITE SOLID 6 INCH WHITE SOLID 8 INCH YELLOW SOLID 4 INCH WHITE BROKEN 6 INCH WHITE BROKEN 6 INCH WHITE BROKEN 8 INCH WHITE BROKEN 4 INCH WHITE BROKEN 8 INCH WHITE SOLID WHITE SOLID LINEAR FEET LINEAR FEET SF SF NB US -85 (South of CR-2O) STA. 102+75 TO 120+00 LANE MARKINGS LEFT ARROWS 5 ONLYS 4 1716 1709 1032 - - - - 1654 - - 80.5 90.0 - - NB US -85 (north of CR-20) STA. 120+00 TO 123+50 LANE MARKINGS 322 364 - - - - - 322 - - - SB US -85 (South of CR-2O) STA. 102+17 TO 119+27 LANE MARKINGS MERGE ARROWS 2 1488 1837 922 - - 708 - 1784 - - 116.2 - - SB US -85 (North of CR-20 STA. 120+50 TO 136+50 LANE MARKINGS LEFT ARROWS 4 RIGHT ARROWS 4 ONLYS 6 1613 1641 1667 - - - - 1588 - - 64.4 64.4 135.0 - - - COUNTY ROAD 20 LANE MARKINGS RIGHT ARROWS 2 - 146 72 240 - - - - - - 32.2 - - TOTAL SEGMENT LENGTH (LF) 5,139 5,697 3,693 240 0 708 0 5,348 0 - - ACTUAL MARKING LENGTH (LF) 5,139 5,697 3,693 480 0 142 0 1,337 0 - - SUBTOTAL (SQ. FT.) 2,570 2,849 2,462 160 0 71 0 446 0 583 0 SUBTOTAL (GALS) 31 34 29 2 0 1 TOTAL GALS 97 TOTAL SQ.FT. 446 583 0 TABULATION OF PAVEMENT MARKINGS ‘C��''ll1 �PDO ITEM NO. ITEM DESCRIPTION UNITS QUANTITY i O�� `44, ►,, 627-00008 MODIFIED EPDXY PAVEMENT MARKING GAL 97 NCE..C O 1 V ;:1. / 627-01010 PREFORMED PLASTIC PAVEMENT MARKING (TYPE I) (INLAID) SF 446 :3 06/09/21 y�• 627-30405 PREFORMED THERMOPLASTIC PAVEMENT MARKING (WORD -SYMBOL) SF 583 j J , 35669 'O L ,i/1 . i " ter 4. .a PRINT DATE: 06/7/2021 3:35 PM AS CONS I RUC I EU TABULATION US 85 / WCR OF 20 PERMIT SIGNING T-2 AND PROJECT STRIPING PROJECI NO./CODE SHEET REVISIONS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 FILE NAME: 12O121TRAF_TABO1.DWG NO. REVISIONS: 120121-01 DATE COMMENTS INITIALS HORIZ. SCALE: N/A VERT. SCALE: N/A O FELSBURG 6400 S Fiddlers Green Circle, Suite 1500 REVISED: DESIGNER: LCL STRUCTURE o t H O EV I G U Greenwood Village, CO 801 1 I www FHUENG 1440 DETAILER: LCL NUMBERS VOID: 99 0 SHEET SUBSET: TRAFFIC SHEET SUBSET: T-2 4759462 Pages: 118 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder Weld County , CO III rPI "Ill 4747165 Pages: 117 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III 1+Mirird1144111111I CONSTRUCTION PLANS Drawings\ 120121 DES_Stri u 0 r C C Q u roject\04_CIVIL - WCR20 P Cs O N PRINT DATE: 06/7/2021 3:36 PM FILE NAME: 120121 DES_STRIPING PLANS.DWG HORIZ. SCALE: 1 "=50VERT. SCALE: NO SCALE 6400 S Fiddlers Green Circle. Suite 1500 Greenwood Village. CO 801 1 1 Phone: 303.721.1440 www.FHUENG.com 4759462 Pages: 119 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder: Weld County , CO SHEET REVISIONS COMMENTS INITIALS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: REVISED: EXISTING TO REMAIN 100+00 101+00 1N\\V \1UL\ ic,ww. what's below. Call before you dig. DELINEATOR (TYPE II) (2 CRYSTAL) SB US -85 NB US -85 HORIZ SCALE: 1"=50' US 85 / WCR 20 PERMIT PROJECT SIGNING AND STRIPING PLANS SHEET 01 DESIGNER: LCL/JMD STRUCTURE DETAILER: DAT NUMBERS SHEET SUBSET: SHEET SUBSET: PL -01 OF 6 PROJECT NO./CODE 120121-01 III kictIOLNIN11.1.ifilinIfill'AVIRIOligii !I III 4747165 Pages: 118 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO iii )Pj i:IdMIP 'JIiri9LII+:rhVI« l'Alarilik 111111 CONSTRUCTION PLANS 5 - WCR20 Permit Project\OS_CIVIL\CADD\Traffic_ITS\Drawings\1201210ES_Striping Plans. 6/7/2021 3:36:53 PM, Zone.Moti 0 0 PAVEMENT MARKING LEGEND EDGE LINE (RIGHT): SOLID WHITE, 6" WIDE EDGE LINE (LEFT): SOLID YELLOW, 6" WIDE ACCEL LANE LINE: BROKEN (3' SEGMENTS, 12' GAPS) LANE LINE: BROKEN WHITE, (10' SEGMENTS, 30' GAPS) WHITE, 6" WIDE 6" WIDE to T 0 w z J 2 0 MATCH EXISTING EDGE LINE +00 MATCH EXISTING LANE LINES 103+00 EXISTING RIGHT OF WAY sor PRINT DATE: 06/7/2021 3:36 PM FILE NAME: 120121 DES_STRIPING PLANS.DWG HORIZ. SCALE: 1"=50' VERT. SCALE: NO SCALE .S4 FELSBURG HOLT & ULLEVIG 6400 S Fiddlers Green Circle, Suite 1500 Greenwood Village. CO 801 I I Phone: 303.721 .1440 www.FHUENG.com Oa 104+00 SB US -85 NB US -85 SHEET REVISIONS COMMENTS INITIALS a> 105+00 at I DELINEATOR (TYPE II) (2 CRYSTAL), TYPICAL N ata.1 Q�+00 DELINEATOR (TYPE II) (2 YELLOW), TYPICAL EDGE OF PAVEMENT kE L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 j O> N 107+00 AS CONSTRUCTED NO. REVISIONS: REVISED: DELINEATOR (TYPE I) (YELLOW), TYPICAL 108+00 _ EXISTING RIGHT OF WAY EDGE OF PAVEMENT r _ HOPI? SCALE: 1"-50' i 1 0' 25' 50' Know what's below. Call before you dig. 109+00 • _ KI US 85 / WCR 20 PERMIT PROJECT SIGNING AND STRIPING PLANS SHEET 02 DESIGNER: DETAILER: SHEET SUBSET: LCL/JMD STRUCTURE DAT NUMBERS SHEET SUBSET: PL -02 OF 6 MATCHUNE PROJECT NO./CODE 120121-01 4759462 Pages: 120 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO III fiVreillk Walk O1111 4747165 Pages: 119 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO ,�� 'R " I ' %I LV AO 111111 III !)jFf '= H aiiiJOIC1/41091'101 CONSTRUCTION PLANS 0 O NJ 0. O. so to M N O N 0 rn c 0 N I N w O N O N 0 B O K' U O C 4 U U O i U C, 0 a E 0 a 0 N K U \120121-01 US85 PAVEMENT MARKING LEGEND 8P E EL L C 0 S1 EDGE LINE (RIGHT): SOLID WHITE, 6" WIDE EDGE LINE (LEFT): SOLID YELLOW, 6" WIDE LANE LINE: BROKEN WHITE, 6" WIDE (10' SEGMENTS, 30' GAPS) CHANNELIZING LINE: SOLID WHITE, 8" WIDE ACCEL LANE LINE: BROKEN WHITE, 6" WIDE (3' SEGMENTS, 12' GAPS) SYMBOL: (LEFT ARROW), 16.1 SF SOLID WHITE Know what's below. Caii before you dig. S2 SYMBOL: (MERGE ARROW), 58.0 SF SOLID WHITE EXISTING RIGHT OF WAY W1 WORD, 8' HIGH: (ONLY), 22.5 SF SOLID WHITE DELINEATOR (TYPE II) (2 CRYSTAL), TYPICAL r' "TRUCKS TYPICAL LANE EXISTING LEAVING E HIGHWAY, MERGE RIGHT" S2 P. WIDTH EDGE OF AL C L PAVEMENT SIGN ASSEMBLY TO REMAIN Op- OO- QO CO ..1( CO- CO- _ o SB US -85 o -1- CD °' 114+00 115+00 116+00 i 10+00 \��`-1 1 1 +00 112+00 113+00 o t i —! I I I I t i t I i I !� 1 I� 4LLI o► Z 1 P N 1 ,0 U..._ ® HCL US -85 / NB US -85 W1 EL I S1 (TYP.) ® V M / / C 11\\1\ X11:. 1\�1\\ 1\1V\.�/ \\\V\ \\11\> \\\\,\ \\U\ vUv.\ _y;> / 1, DELINEATOR (TYPE II) (2 YELLOW), TYPICAL / DELINEATOR (TYPE I) (YELLOW), TYPICAL < - L E / ` / ik / EXISTING RIGHT OF WAY / • air!,, LEFT LANE MUST I . -<, .„ [CRRCR 20 TURN LEFT i RESET EXISTING 36R3 -7L (1) TO REMAIN - i4kNMN (2) . 0 L /CF,1 �, =' .<, HORIZ SCALE: r Z 1 "=50' p�PD - •.....•, .0 i CO:' .kyC E,f c N.. '3 /�� 0 25' so' "1 ; � 35669 �: • • '�, '�\` ��N 111 N wis.i. PRINT DATE: 06/7/2021 3:36 PM AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT SIGNING AND STRIPING PLANS SHEET 03 PROJECT NO./CODE SHEET REVISIONS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 2OO FILE NAME: 120121DES_STRIPING PLANS.DWG NO. REVISIONS: 120121-01 "=50' (R-X)DATE COMMENTS INITIALS HORIZ. SCALE: 1 VERT. SCALE: NO SCALE FELSBURG 6400 S Fiddlers Green Clyde. Suite 1500 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 REVISED: DESIGNER: LCL/JMD / STRUCTURE etHOLT L T & Greenwood Village, CO 8011 I Phone: 303.721.1440 CD DETAILER: DAT NUMBERS VOID: 102 ULLEVIG www.FHUENG.com Q SHEET SUBSET: SHEET SUBSET: PL -03 OF 6 4759462 Pages: 121 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III /Pj �ly�� 1111 4747165 Pages: 120 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO R1 Milk 11111 ui O a a s\120121DES_S O 0 u 0 t\Od_CNIL\CADD\ u O u a O N C, U 3 In 0 N S .y PAVEMENT MARKING LEGEND EDGE LINE (RIGHT): SOLID WHITE, 6" WIDE EDGE LINE (LEFT): SOLID YELLOW, 6" WIDE LANE LINE: BROKEN WHITE, 6" WIDE (10' SEGMENTS, 30' GAPS) CHANNELIZING LINE: SOLID WHITE, 8" WIDE CENTERLINE (DOUBLE): SOLID YELLOW, 4" WIDE, 4" SEPARATION SYMBOL: (LEFT/RIGHT ARROW), 16.1 SF SOLID WHITE SYMBOL: (MERGE ARROW), 58.0 SF SOLID WHITE WORD, 8' HIGH: (ONLY), 22.5 SF SOLID WHITE 117+00 _ HCL US -85 DELINEATOR (TYPE II) (2 YELLOW), TYPICAL 0M3 -L (QTY=4) INSTALL TWO BACK-TO-BACK OBJECT MARKERS BELOW SIGN PANELS (6) AND (10) DELINEATOR (TYPE II) (2 CRYSTAL), TYPICAL WRONG WAY REMOVE (8) EXISTING RIGHT OF WAY EDGE OF PAVEMENT 24R4-7 (3) DELINEATOR (TYPE I) (YELLOW), TYPICAL DELINEATOR (TYPE I) (CRYSTAL), TYPICAL STOP HIGHWAY It REMOVE (4) DO NOT ENTER REMOVE (9) NOTE: 1. TYPE I (CRYSTAL) DELINEATORS SHALL BE INSTALLED IN THE NOSES OF THE CHANNELIZING ISLANDS ON EACH SIDE OF THE INTERSECTION IN CONFORMANCE WITH CDOT STANDARD S-612-1. PRINT DATE: 06/7/2021 3:36 PM FILE NAME: 120121 DES_STRIPING PLANS.DWG HORIZ. SCALE: 1"=50' VERT. SCALE: NO SCALE FEE SBURG to HOLT & ULLEVIG 6400 S Fiddlers Green Circle. Suite 1500 Greenwood Village. CO 801 1 1 Phone: 303 721.1440 www.FHUENG corn C-) C) SHEET REVISIONS 4759462 Pages: 122 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO ridr521111 g kill IMS�K �iNAMI 1jyil 11111 iu COMMENTS INITIALS 30R3-5 (5) 24R3-2 OM -3L (x2) (10) 30R3-5 (11) SEE NOTE 1 24R3-2 OM -3L (x2) (6) 36R1-2 (13) REMOVE GROUND SIGN RESET CR2O PANELS TO YIELD SIGN (12) L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 RIGHT LANE MUST TURN RIGHT 36R3 -7R (7) REMOVE AND REPLACE WITH NEW 24R4-7 (14) AS CONSTRUCTED NO. REVISIONS: REVISED: DELINEATOR (TYPE I) (CRYSTAL), TYPICAL DO NOT ENTER REMOVE (15) DESIGNER: DETAILER: SB US -85 NB US -85 WRONG WAY REMOVE (16) CONSTRUCTION PLANS EXISTING RIGHT OF WAY 1231-O0 TYPICAL LANE WIDTH HORIZ SCALE: 1 "-50' US 85 / WCR 20 PERMIT PROJECT SIGNING AND STRIPING PLANS SHEET 04 SHEET SUBSET: LCL/JMD STRUCTURE NUMBERS Know what's below. Call before you dig. EDGE OF PAVEMENT MATCH EXISTING LANE LINES SHEET SUBSET: PL -04 OF 6 PROJECT NO./CODE 120121-01 4747165 Pages: 121 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO i CONSTRUCTION PLANS V20'? -0' 3585 - WCR20 Permit Project \0a CfvL\CADD\Traffic_1TS\Drow,ngs\1201210ES_5triping Pions. 6/7/2021 3:3703 PM, Zone.Motz PAVEMENT MARKING LEGEND EDGE LINE (RIGHT): SOLID WHITE, 6" WIDE EDGE LINE (LEFT): SOLID YELLOW, 6" WIDE LANE LINE: BROKEN WHITE, (10' SEGMENTS, 30' GAPS) CHANNELIZING LINE: SOLID WHITE, 8" WIDE SYMBOL: (LEFT/RIGHT ARROW), 16.1 SF SOLID WHITE 6" WIDE WORD, 8' HIGH: (ONLY), 22.5 SF SOLID WHITE Nro N 124+O0 MATCHLINE Fi L US -85 EXISTING RIGHT OF WAY PRINT DATE: 06/7/2021 3:37 PM FILE NAME: 120121 DES_STRIPING PLANS.DWG HORIZ. SCALE: 1"=50' VERT. SCALE: NO SCALE pea FELSBURG ewLT & ULLEVIG 6400 S Fiddlers Green Circle. Suite 1500 Greenwood Village. CO 801 I I Phone: 303.721.1440 www-FHUENG.com EXISTING RIGHT OF WAY EDGE OF PAVEMENT ) RIGHT LANE MUST TURN RIGHT 36R3 -7R (17) LEFT LANE MUST TURN LEFT EXISTING TO REMAIN DELINEATOR (TYPE II) (2 YELLOW), TYPICAL SHEET REVISIONS DATE COMMENTS INITIALS 127+0O kE 0o- SB US -851 128+00 NB US -85 MATCH EXISTING EDGE LINE L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 EXISTING (TO REMAIN) et. -411*-1411W 9+00 AS CONSTRUCTED NO. REVISIONS: DELINEATOR (TYPE II) (2 CRYSTAL), TYPICAL 130+00 US 85 / VCR 20 PERMIT PROJECT SIGNING AND STRIPING PLANS SHEET 05 Know what's below. Cal before you dig. 0 ND MATCHLINE PROJECT NO./CODE 120121-01 REVISED: DESIGNER: LCL/JMD VOID: DETAILER: SWD STRUCTURE NUMBERS SHEET SUBSET: SHEET SUBSET: PL -05 OF 6 104 4759462 Pages: 123 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder; Weld County CO III 'PNJItI I JiuNiii NCO ilk BIM 4747165 Pages: 122 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII )jIKJ liii CONSTRUCTION PLANS WCR2O Permit Project \04_CIVIL\CADD\lrottic_ITS\Drowings\120121DES_Striping Pions. 6/7/2021 3:3705 PM, Zone.Motz \120121-01 US85 PAVEMENT MARKING LEGEND EDGE LINE (RIGHT): SOLID WHITE, 6" WIDE EDGE LINE (LEFT): SOLID YELLOW, 6" WIDE LANE LINE: BROKEN WHITE, 6" WIDE (10' SEGMENTS, 30' GAPS) I I BEGIN DECEL LANE TAPERS DELINEATOR (TYPE II) (2 YELLOW), TYPICAL 132+00 t� I t PRINT DATE: 06/7/2021 3:37 PM FILE NAME: 120121 DES_STRIPING PLANS.DWG HORIZ. SCALE: 1 "=50' VERT. SCALE: NO SCALE FELSBURG HOLT & ULLEVIG 6400 5 Fiddlers Green Circle. Suite 1500 Greenwood Village. CO 8011 I Phone. 303.721.1440 www.FHUENG.com DATE SHEET REVISIONS COMMENTS \\� INITIALS SHEET SUBSET: SHEET SUBSET: PL -06 OF 6 EXISTING RIGHT OF WAY DELINEATOR (TYPE I) (YELLOW), TYPICAL 134+00 SB US -85 NB US -85 HCL US -85 L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED NO. REVISIONS: MATCH EXISTING LANE LINES 137+00 US 85 / WCR 20 PERMIT PROJECT SIGNING AND STRIPING PLANS SHEET 06 Know what's below. Call betore you dig. 138+00 - - ..\11b. PROJECT NO./CODE 120121-01 REVISED: VOID: DESIGNER: DETAILER: LCL/JMD DAT STRUCTURE NUMBERS 105 4759462 Pages: 124 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III POCIVOlialiMittNNIN:11+14.0di'llicillirlatiiii, III 4747165 Pages: 123 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO IMPIRIVM10111461nlii CONSTRUCTION PLANS STA 119+05.92 OFF 46.00' LT PRINT DATE: 06/7/2021 3:38 PM FILE NAME: 120121TRAF_STRIPING DETAILS.DWG HORIZ. SCALE: 1"= 30' VERT. SCALE: NO SCALE "In FELSBURG di HOLT & ULLEVIG 6400 S Fiddlers Green Circle. Suite 1500 Greenwood Village. CO 801 I I Phone: 303.721.1440 www.FHUENG.com 119+00 STA 119+49.09 OFF 10.22' RT STA 120+24.07 OFF 92.90' LT STA 120+08.32 OFF 97.99' LT STA 119+91,73-s OFF 67.76' LT STA 120+00.39 OFF 10.00' LT +00 STA 120+28.05 OFF 22.34' RT STA 120+28.48 OFF 46.35' RT STA 120+04.31 OFF 46.27' RT STA 119+80.93. OFF 96.70' RT STA 120+04.56. OFF 86.40' RT SHEET REVISIONS DATE COMMENTS INITIALS STA 120+38.32 OFF 109.92' LT STA 120+47.32 OFF 52.59' LT STA 120+55.09 OFF 65.53' LT STA 120+47.32 OFF 33.95' LT STA 120+24.07 OFF 33.93' LT STA 120+16.80 OFF 57.60' RT N--STA 120+16.56 OFF 106.65' RT at L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 STA 120+76.57 OFF 33.91' LT STA 120+91.68 OFF 45.90' LT SB US -85 121+00 STA 120+79.40 OFF 2.09' RT STA 120+47.61 OFF 60.34' RT AS CONSTRUCTED NO. REVISIONS: REVISED: VOID: NB US -85 STA 121+10.79 OFF 46.62' RT 122+00 US 85 I WCR 20 PERMIT PROJECT SIGNING AND STRIPING DETAILS TD -01 DESIGNER: LCL/JMD STRUCTURE DETAILER: DAT SHEET SUBSET: NUMBERS SHEET SUBSET: TD -01 OF 01 Know what's below. Call before you dig. PROJECT NO./CODE 120121-01 106 4759462 Pages: 125 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO VIII RICAIKINdil MIN lip ��L� � III III 4747165 Pages: 124 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO II III CONSTRUCTION PLANS II Noow ■,l�R bdOYR. CAbbeeyordg. 4890 4890 D pa N b m m a 8d n 4880 R 4880 o -2 0O7L 4870 4870 4860 4860 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 103+81.50 90 0 N 4890 0 4880 /4890 RW RAV___ 4880 in __________ "---------` -------------------- SCALE: 1 HORIZONTAL '20' __VERTICAL SCALE: 1'=10' b 0' 10' 20' 40' 4870 4870 o�PoO uc- q. t0 4860 4860 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 103+50.00 52481 .- 6/09/2021 '/ONAI PRINT DATE: 06/7/2021 3:39 PM �—% Q SHEET REVISIONS rii p L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 (303) 289-1348 AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT CROSS SECTIONS XS -1 OF 27 PROJECT NO./CODE FILE NAME: 120121DES_CROSS_SECTIONS.DWG DATE COMMENTS INITIALS NO. REVISIONS: 120121-01 HORIZ. SCALE: 1' - 2D'VERT. SCALE: 1"-4' I Greenwood Village, co 80111 ailFR SRURG 6400 S Fiddlers Green Circle. Suite 1500 HOLT LT & Wane: 303.721.1440FAX: ULLEVIG www.FHUENG.cam REVISED: DESIGNER: JMD STRUCTURE DETAILER: ZEM NUMBERS VOID: 107 SHEET SUBSET: ROADWAY SHEET SUBSET: XS -1 OF 27 4759462 Pages: 126 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO CI A4L' PI It IN 14II H 4747165 Pages: 125 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO till 14U��I�G4� K��lk'r��k�� CIA W�+NV I'1 11111 CONSTRUCTION PLANS 1 I No�wwhhbBI0N1. CaIeeMsyweg 4890 4890 J n '- _,m o w 4880 R R • rd ' wR/W 4880 o o -Z.OD% 4870 4870 4860 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 104+50.00 4890 4860 90 0 N 4890 till- . — 4880 2- Sj Sm n '. RA R/W 4880 in E E ... .__---_.______ - -- _ - - HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=10' in 4870 4870 0' 10' 20' 40' p0001./04.1 111111 4860 4860 52481 - 4, 90 BO 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 * is 6/09/2021 104+00.00• ///1111/ONALE PRINT DATE: 06/7/2021 3:39 PM ®-X Q SHEET REVISIONS 11 L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON. CO 80640 (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT CROSS SECTIONS XS -2 OF 2% PROJECT NO./CODE FILE NAME: 120121DE5_CROSS_SECTIONS.DWG OATS COMMENTS INITIALS REVISIONS: 120121-01 HORIZ. SCALE: 1" 20'VERT. SCALE: 1"=4'NO. �FELSBURG HOLT 8 ULLEVIG 6100 5 Fiddlers Ci rs Grercle. Suhe / SOD co 130111PHONE: Rion:303.DDI.IM0 ,.,WFHUENG.cwn REVISED: DESIGNER: O AIDGrn".00avi1kF. STRUCTURE RETAILER: ZEM NUMBERS VOID: 108 SHEET SUBSET: ROADWAY SHEET SUBSET: XS -2 OF 27 4759462 Pages: 127 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 47 65 of 418% Pages: 1 2021 11 02AM RFee:$0.00 154 e $0.00 08/ Carly Koppes, Clerk and Recorder, Weld County , CO VIII MUCK awMPlN Ilk 11111 CONSTRUCTION PLANS I N,owdul's llBloYL CdMM1eM1.aq 4890 4890 J 4880 R/W - • " 4880 .e „ R/W o od —2.00% --- --- ------ 4870 4870 4860 90 80 70 60 50 4890 40 30 20 10 0 10 20 30 40 50 60 70 80 106+00.00 4860 90 4890 _n _, R/W a g b 4880 k71"104: a "� L. tz . e�,�, I ^ 4880 0 C d -2.00% ---- -- ____ �` A ___ ____ _________ -- - HORIZONTAL SCALE: 1'20' - - VERTICAL SCALE: 1.410' b _ 4870 0' 10' 20' 40' 4870 11$1/ �Rp00 Lice 4860 •oi 4860 2 2481 90 80 70 60 50 40 30 20 10 0 105+00.00 10 20 30 40 50 60 70 80 90 %/1, •6/0912021 / 1111 /........'�..- 111111ONAL`s,, PRINT DATE: 06/7/2021 3:39 PM - X Q SHEET REVISIONS rii L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80840 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT CROSS SECTIONS XS -3 OF 27 PROJECT NO./CODE FILE NAME: 120121DES_CROSS_SECTIONS.DWG DATE COMMENTS INITIALS NO. REVISIONS: 120121-01 HORIZ. SCALE: 1' 20'VERT. SCALE: 1'=4' 21 FELSBURG HOLT & ULLEVIG 61005 Fiddlers Green Circle, Suite 1500 Greenwood Village. CO 90111 Mane: 303.721.1140 ,,W.FHUENGmm REVISED: DESIGNER: AID DETAILER: ZEM NUMBERS VOID: 109 SHEET SUBSET: ROADWAY SHEET SUBSET: XS -3 OF 27 4759462 Pages: 128 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO NC I 010 Pliqii0510514, 11111 4747165 Pages: 127 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII local G IT IV110.1 MAW, III CONSTRUCTION PLANS I IlirrdnR bdOYL Caw bleeleNdq. 4890 4890 F-ro_ -, �P PL ig p n on nn ,n �a 4880 R 'R>en E It R/W 4880 0W 2.00 _____ __� 4.Y2.001 4870 4870 4860 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 107+00.00 4890 4860 90 0 N 4890 —_ � v. a.__ 4880 R a en P R� 4880 10 O W O R W -2.00 - - - - HORIZONTAL SCALE: 1'=20' VERTICAL SCALE: 1'=10' b 4870 4870 0' 10' 20' 40' pRp,D0 UcFY it°II C.4860 52481 4860 90 80 7D 60 50 40 30 20 10 0 10 20 30 40 50 60 70 BO 90 106+50.00 ftl / 1'. 6/09/2021 //II l?.sS\ONALE vtxPRINT DATE: 06/7/2021 3:39 PM �% C=0 Q SHEET REVISIONS I I IIIII L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENOERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT CROSS SECTIONS XS -4 OF 27 PROJECT NO./CODE FILE NAME: 120121DE5_CROSS_SECTIONS.DWG DATE COMMENTS INITIALS NO. REVISIONS: 120121-01 HORIZ. SCALE: 1' = 20'VERT. SCALE: 1'-4' FFJ 41 I IRG HOLT & ULLEVIG 6100 S Fiddkrs Green Circle, Suite 1500 G reenwood wee, co 801, Shone: 303.721.PHO www.FHUENG.con REVISED: DESIGNER: JMD STRUCTURE' MAILER:ZEM NUMBERS VOID: 110 SHEET SUBSET: ROADWAY SHEET SUBSET: 5S-4 OF 27 4759462 Pages: 129 of 156 09/24/2021 10:05 AM R Fee:$0.00 1111E iciFIK Clerk �4IIn4�l Recorder, '>'4'�wKrrilVi i 1I III 4747165 Pages: 128 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO II CONSTRUCTION PLANS I Meoe,wvPabdOMC CalYeleln ooig. 4890 4890 ti 1-, FA tio ocm R, mr RAN eoo '^ 5 aT n u1 N c:44880 4880 µ , L'. a W L,, p/,r, ry^ O� X a , -2.00X ` h'`'am _ _____________ `` y. i ______ __ `�___ 4870 4870 4860 4860 90 80 70 60 50 40 30 20 10 0 10 108+00.00 20 30 40 50 60 70 80 90 b N 4890 4890 JN JA e�O r On n m n it n G RN O NW 4880 --Ig o w is 4880 In ,J 2.OOX o' . -2.00X _' M• _ _ _ - - _ - - - - - - -' --4'4- _ - HORIZONTAL SCALE: 1'-20• VERTICAL SCALE: 1"=10' b 4870 - 16i11.9 0' 10' 20' 40' 4870 ip,1 DO00L/C 486090 4860 52481 60 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 -$1.\ 6/09/2021 107+50.00 /'/1II SS`NAL ,,,x‘,„ -- PRINT PRINT DATE: 06/7/2021 3:39 PM O SHEET REVISIONS I 1 „ L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 267-4656 FAX: (303) 289-1348 AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT CROSS SECTIONS XS -5 OF 27 PROJECT NO./CODE FILE NAME: 120121DES_CROSS_SECTIONS.DWG DATE COMMENTS INITIALS NO. REVISIONS: 120121-01 HORIZ. SCALE: 1' - 20'VERT. SCALE: 1'=4' FELSEURG H O L T 8 ULLEVIG slop s Fiddlers Green Circle Suite 1500 Gr«n..ocd w,�e. co 801 11 � FHUENG IMO om REVISED: DESIGNER:DETAILJMD STRUCTURE' ES ZEM NUMBERS VOID: 'PH SHEET SUBSET: ROADWAY SHEET SUBSET: XS -5 OF 27 4759462 Pages: 130 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO ■�� 1 �1RI w ��h � I�'I� �.��lfiI I MIEN,1I 111 4747165 Pages: 129 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO � u 1 rJE: K Whit! 11111 CONSTRUCTION PLANS S NnwwlNLbBIORt Ca Nimrod& 4890 4890 F;O p 'm . m Cif -0n O� one �a m On 4880 't ,ny '� LL T N G O w R/I 4880 t7— -2 nf% -2'00% - AA _ .am' --------� -4870 4870 4860 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 109+0000 4890 4860 90 4890 in �_`b J O 4880 R/w 5o n.. 7, _ca " N„ > 4880 ° LLLTTT " —2.00% b...1....-", '— HORIZONTAL SCALE: 1"=20' . _�-' VERTICAL SCALE: 1"=10' b 4870 iTiiii 4870 0' 10' 20' 40' ODO L/0�1jh, 4860 .O 4860 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 108+50.00 j ` 6/09/2021 ”1 / /,/11....At..... " 11,1__-� \ON ",, PRINT DATE: 06/7/2021 3:40 PM �-% 0 O Q SHEET REVISIONS I L.G.EVERIST, INC. 7321 E. BBTH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) (30) 289-1348 4656 FAX: AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT CROSS SECTIONS XS -6 OF 27 PROJECT NO./CODE FILE NAME: 120121DE5_CROSS_SECTIONS.DWG DATE COMMENTS INITIALS NO. REVISIONS: 120121-01 HORIZ. SCALE: 1" = 20'VERT. SCALE: 1"�4' ril FELSBURG HO LT & ULLEVIG MOO SFiddlers Green Circle, Suite 1500 cr«".00d v,Ir.F, co ml FI,:aod.n,.IMo ,ww.FHUENG.mm REVISED: DESIGNER: JMD STRUCTURE I DETAILER: ZEM NUMBERS 112 VOID: SHEET SUBSET: ROADWAY SHEET SUBSET: XS -6 OF 27 4759462 Pages: 131 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 1111 �I�RM�Y�I'�k4r� �F�I�+GG�4.M hlI«h�i' IlitiJ 11111 4747165 Pages: 130 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clark and Reoorder, Weld County , CO VIII Mrdliff MII2M61,1 HO !MIA IV'LIMA "III CONSTRUCTION PLANS 5 Nrow * ft U61OW Call WMeprd s. 4890 4890 jm JN R N Q mmn O E nE .. m:V N Y R� Q i l N 4880 4880 EO 7 o o d ,, w -2.oCx -2.00% ! 4870 4870 4860 4860 90 80 70 60 50 40 30 20 10 0 110+00.00 4690 10 20 30 40 50 60 70 80 90 0 N 4890 J ,an' O ,IS O, � N r -O R� �a n� >> w� aeeo 4880 , !y G77 k R In ,.' -2 OCE o -2.00% - -'� - _ "420' ►.' _ _ - - - - - - - - HORIZONTAL SCALE: 1 VERTICAL SCSI F: 1"=10' o 0' 10' 20' 40' 4870 4870 Ii 0,- ... /C 1// / 4860 ?' 4860 90 80 70 60 50 40 30 20 10 0 109+50.00 10 20 30 40 50 60 70 BO 90 j 52481 j/ c1� ;. 6/09/2021 • //�I4s5/ONA1. ' PRINT DATE: 06/7/2021 3:40 PM ®-X CZ)HORIZ. = Q SHEET REVISIONS qii ,1' L.G.EVERIST, INC. 7321 E. 88TH STREET SUITE 200 PHONE ERSO0 CO 80840 (303) 267-4656 FAX: (303) 269-1348 AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT CROSS SECTIONS XS -7 OF 27 PROJECT NO./CODE FILE NAME: 120121DES_CROSS_SECTIONS.DWG NO. REVISIONS: 120121-01 DATE COMMENTS INITIALS SCALE: i" s 20'VERT. SCALE: 1"�4' FF159URG woo s F,ddkrz Gyre„ ar k tote 1500 Grrenwaod vn cowlil �HOLT & q,,,,e_ 303 721.1 ULLEVIG www.FHUENG.com REVISED: DESIGNER: JMD STRUCTURE DETAILER: ZEM NUMBERS VOID: 113 SHEET SUBSET: ROADWAY SHEET SUBSET: XS -7 OF 27 0959462 /24/ g " 156 2021 10 05AM R Fee $0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII Whntia NA, PO Li III II 1 4747165 Pages: 131 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO Y'Hier PS !: CT& Ilk 11111 CONSTRUCTION PLANS I roo,rwhbeiOYr CaIwlaepUdig 4890 4890 ___ n ^ O K ' M o°n--- 8.^ 'II a^ 4880 R/W oO n IF J N O A [ W O W p W Rni 4880 -2.00X 0-2.00% -. --- 4870 4870 4860 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 111+00.00 4890 4860 90 0 N 4890 �,1Oc �m I. K<v o.2_1� or ri n Jii t N. o 4880 R/W N yy nW o O R/W 4860 2.00X A.� -2.00% - _ - - - - - - - - HORIZONTAL SCALE: 1...20' VERTICAL SCALE: 1"=10' b 4870 4870 0' 10' 20' 40' I111 o09POLi H I • es4860 4860 j 52481 ; , 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 .� 110+50.00 ' q ' '/11iIF/ONAL / PRINT DATE: 06/7/2021 3:40 PM O Q SHEET REVISIONS I ■ 1 i L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT CROSS SECTIONS XS -8 OF 27 PROJECT N0./CODE FILE NAME: 120121DES_CROSS_SECTIONS.DWG DATE COMMENTS INITIALS NO. REVISIONS: 120121-01 HORIZ. SCJI F: 1" ..•20'VERT. SCALE: 1`-4' Nil FFI wURG H O LT & ULLEVIG Moo S Fiddlers Green Circle, s,rce 1500 Greenwood Village, co 801 11 None: 303.721.1910 www.FHUENG.wm REVISED: DESIGNER: JMD STRUCTURE' DETAILER: ZEM NUMBERS VOID: 114 SHEET SUBSET: ROADWAY SHEET SUBSET: XS -8 OF 27 4759462 Pages: 133 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII X44 rFl 14l1�bIY��'JL 4� 1 !' Lls k?� 11111 4747163 Pages: 132 of 134 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO VIII IYI��I lLi yrw�+Jll� I MAINS III 11111 CONSTRUCTION PLANS Know what%below Ca®eAaeloui9. 4890 4890 na -N 1..7. .1 �. n 6� q� v'°'� mi- 4880 R/W n I? 0,• o o w R/W 4880 -2.00% -2.DOR __ _ _p:1 4870 4870 4860 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 BO 112+00.00 4890 4860 90 0 N 4890 -o ! c .— 4880 R^N ,� 0 o LL ow RAM 4880 -2.00% 4.\ -2.0O% h \ - ___ , t�--��--rte _ "=20' - - _ _ - - HORIZONTAL SCALE: 1 VERTICAL SCALE: 1"=10' o 4870 4870 0' 10' 20' 40' 4 aeeo '. 4860 5 52481 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 / /12. C'. 6/09/2021 111+50.00 i 1415 \ONAt. 1 ' PRINT DATE: 06/7/2021 3:40 PM OrD O O SHEET REVISIONS ► f 1 1 L L.G.EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON. CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT CROSS SECTIONS XS -9 OF 27 PROJECT NO./CODE FILE NAME: 1201210ES_CROSS_SECTIONS.DWG DATE COMMENTS INITIALS NO. REVISIONS: 120121-01 HORIZ. SCALE: 1` = 20'VERT. SCALE: 1"=4' FFI Sw 560 HLT & E_•400 S Fiddler. Green Circle. Sine 1500 reenwood v,.I Co aolli Zee": �oMFHUENG.Imm� REVISED: DESIGNER: JMD STRUCTURE DETAILER: ZEM NUMBERS VOID: 115 — SHEET SUBSET: ROADWAY SHEET SUBSET: XS -9 OF 27 4759462 Pages: 134 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 1111 !OWN N IVII) llaliI4IW1 ilk 11111 4747165 Pages: 133 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 11 ORI K I If 4 WM I II II CONSTRUCTION PLANS S 5. Ilooe adore IIBIOYM. CaIeefweyouea 4890 4890 Jn -J 2 YN onnm a 4880 R/W N � 7, J N > , o WTI 4880 -2.00% 4870 4870 4860 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 113+0O.00 4890 4860 90 O N 4890 J m K b Y 7 b 4880 R/W ci LL O �� ., a w .DR/W 4880 -2.0C%A;. -2.00% A.. - - - - - - - - - - HORIZONTAL SCALE: 1'=20' VERTICAL SCALE: 1'=10' o 4870 EnillTn 4870 0' 10' 20' 40' _ ' ''' .. /CF1 h117 - p H (`• •r.1' 4860 52481 4860 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 112+50.00 i' • �: �k��/ONAL PRINT DATE: 06/7/2021 3:40 PM O Q SHEET REVISIONS I I L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT CROSS SECTIONS XS -10 OF 27 PROJECT NO./CODE FILE NAME: 120121DES_CROSS_SECTIONS.DWG DATE COMMENTS INITIALS NO. REVISIONS: 120121-01 HOR12. SCALE: 1' 20'VERT. SCALE: 1'4' Ircl FEL.SBURG HOLT &p1O11e.3o3.ni.IMo ULLEVIG 61005 Fiddlers Gann Circle, Suite Is1500l1) GreenVillage. co eol I www.FHUENG.cam REVISED: DESIGNER: AID STRUCTURE DETAILER: ZEM NUMBERS VOID: 118 SHEET SUBSET: ROADWAY SHEET SUBSET: XS -10 OF 27 4759462 Pages: 135 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 4747165 Pages: 134 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO lIIII �I�II'=N.' 'I'�IJU4 !I�rl�k:'�iL P I�N�4i�1i'I 1III1 CONSTRUCTION PLANS Mow what Mew Caa4eforeyeu g. 4890 4890 j23 no yy YN On Gn 61 ,t3 w Tr- 4880 R . N o' ,y ow 4w R/W 4880 -2.00% ., -2.00% 4870 4870 4860 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 114+00.00 4890 4860 P., 4890 1=: it.'' �o El? s� o^ 4m°a a• ^ 4880 R/W o� 1,.r >.. �� 0 w o w K/W 4880 -2.00% ,,,n -2.00% - W. �� - - HORIZONTAL SCALE: 1'=20' - ' - VERTICAL SCALE: 1'=10' b 4870 4870 0' 10' 20' 40' ikIy1 4...,46,0',/ cp�ORDO.• ^ h 4860 ,12 4860 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 113+50.00 52481 HY 1 '• 6/09/2021 1 CL•••••• ' v� /IIII7-*VONAI. PRINT DATE: 06/7/2021 3:40 PM Q O SHEET REVISIONS I f ,11 L.G.EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT CROSS SECTIONS XS -11 OF 27 PROJECT NO./CODE FILE NAME: I20121DES_CROSS_SECTIONS.DWG DATE COMMENTS INITIALS NO. REVISIONS: 120121-01 HORIZ. SCALE: 1' ••• 20VSCALE: 1'=4' raFELSBURG HOLT L T & ULLEVIG 69005 Fiddlers Green Circle 500e 1500 ereen.00d vi,hge, eo eol I �nwwweFHUENG.c REVISED: DESIGNER: JMD STRUCTURE DETAILES ZEM NUMBERS VOID: 117 SHEET SUBSET: ROADWAY SHEET SUBSET: XS -11 OF 27 4759462 Pages: 136 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO I'll rJGMaPItiVNMI PLM CIM iii'LIOLINI tll1 1111111 4747165 Pages: 135 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO KAVM! End1 CONSTRUCTION PLANS Know reartr beloee, Caweetaeyeedla 4890 4890 I- V i- - a o o O uT m n n T P 4880 R/W o ran E G: ow o,.i o w y �w R/W 4880 -200% s\ -2.00% - 4870 4870 4860 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 115+00.00 4890 4860 R. r 4890 Vin u & 4880 R/W -o LL y ? •r` O,., ow . Ow R/W 4880 - .0 .4 -2.00% "=20' A •, HORIZONTAL SCALE: 1 _ - VERTICAL SCALE: 1"=10' b 4870 0' 10' 40' 4870 20' 0.,DO i.k.E. Ol �l 4860 j y h.. `81 t. .• 4860 ; 52481 ^-e 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 114+50.00 %,1, • 0,609/2..... `WONAL`„ PRINT DATE: 06/7/2021 3:40 PM �—% 0.= O Q SHEET REVISIONS L.G. EVERIST, INC. I 7321 E. 88TH STREET SUITE 200 ki HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED CROSS SECTIONS XS -12 OF 27 PROJECT NO./CODE FILE NAME: 1201210ES_CROSS_SECTIONS.DWG DATE COMMENTS INITIALS 120121-01 NO. REVISIONS: HORIZ. SCALE: 1' 20'VERT. SCALE: 1"=4' HO LT & IR FELSBURG ULLEVIG 6100 S Fiddlers Green Circle Suite 1500 Greenwood vlinge• co eol I �oneFHUENG.c """'" REVISED: DESIGNER: JMD STRUCTURE' ZEM NUMBERS 118 VOID: S SHEET SUBSET: ROADWAY SHEET SUBSET: XS -12 OF 27 4759462 Pages: 137 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 11111 r1lgiL VIEJINCh RINIL IWI 11111 4747165 Pages: 136 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO 11111114rdPirrilliiXiillkliAlielOMIKKYlifillild1I II CONSTRUCTION PLANS Kowa what's WOW Callb4101Wreda. 4890 4890 M t RR odi P n o'^ 8npp i.>p^p %% ag 4880 R/W OY AY 4 NO ' ' o W .. R/W 4880 -2 OM O A.� -2.00% 4870 4870 4860 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 116+00.00 4890 4860 0 N 4890 J O J n �� N 5. n n N m n - 4880r LL w o w '" 6 -'"in R/W 4880 -9 00% of -2.00% _ _ _ °A _ - HORIZONTAL SCALE: 1'=20' VERTICAL SCALE: 1'=10' In 4870 li 0' 10' 4870 20' 40' 4,o ........ �o�PO... f i 4860 .: x 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 4860 115+50.00 52481 "v1 i P '• 6/09/2021 `, v Lim '•. • 1'II ?\ONAL7 ' PRINT DATE: 06/7/2021 3:41 PM R -X O O SHEET REVISIONS ra l L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: 3) 2 —1348 56 FAX: (303) 289-1348 AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT CROSS SECTIONS XS -13 OF 27 PROJECT NO./CODE FILE NAME: 120121DES_CROSS_SECTIONS.DWG DATE COMMENTS INITIALS NO. REVISIONS: 120121-01 HORIZ. SCALE: 1' = 20'VERT. SCALE: 1'=4' — FELSBURG H O L T 8 rillI ULLEVIG s1UU S Fiddler, Green Circle, Suite 1500 Greenwood vill.ee. co eol 11 �n�FHUENG.ccm REVISED: DESIGNER:DETAILMD STRUCTURE ES ZEM NUMBERS VOID: 119 SHEET SUBSET: ROADWAY SHEET SUBSET: XS -13 OF 27 4759462 Pages: 138 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII I �.rI�1i�'�IY��kI��U�tl�rJ J 7 L. r 'Milli Wyk III III 4747165 Pages: 137 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 1111INcii''I% id III II CONSTRUCTION PLANS sl 8 Know *Mari below CBNOe/ontyoudq. 4890 4890 r- t2 o _ 04 O m a`i mE et R • A0680 Nv o co ..R/W 4880 -2n000 -2.0000 _ _ _ _' 4870 4870 4860 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 117+00.00 4890 4860 90 100 110 120 130 140 0 4890 _L -_x_ t.2 Zo ¢n �n — o^ 'W'�^ o„�, - 4880 F.;h_ a4_ td N a N l6 i R/W 4880 -VIM % R., -2.00% o - - _ _ _ _ _ - - _ - -- - HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=10' o 4870 4870 0' 10' 2D' 40' L`/)CFA Io// s 01.- ..O 4860 4860 90 BO 70 60 50 40 30 20 10 0 116+50.00 10 20 30 40 50 60 70 80 90 100 110 120 130 140 i / 52481 ///; .6/09/2021 / 'IIIII S5/ONA1. ' 111,E PRINT DATE: 06/7/2021 3:41 PM �-% O O SHEET REVISIONS I I L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED US 85 / WCR 20 PUKMIT I'HUJECI CROSS SECTIONS XS -14 OF 27 PROJECT NO./CODE FILE NAME: 120121DE5_CROSS_SECTIONS.DWG DATE COMMENTS INITIALS NO. REVISIONS: 120121-01 HORIZ. SCALE: 1` 20'VERT. SCALE: 1"=4' FELSBURG �UOEV IG 61W 5 Fiddler, Green Circle, Suite , soo creenwoedviiny.coeoll, �nwwveFHUENG.com REVISED: DESIGNER: JMD STRUCTURE DETAILER: ZEM NUMBERS VOID: 120 SHEET SUBSET: ROADWAY SHEET SUBSET: XS -14 OF 27 4759462 Pages: 139 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO iii I �.rQ iIL�11'k��+�I h h4I4114IL11h: Nii'i+i7 I'I 11111 4747185 Pages: 138 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO lIII !PAIR N CHI NNW. 11111 S CONSTRUCTION PLANS Now Mors below, Can before you ft. 4890 4890 a tq eD gP o^ N . 40 n n^ M 4880 RAI, c a ,o ni N Pm 4 O d r 4880 O W 2 DCX O u ` -2.00% 4870 4870 4860 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 118+00.00 4890 4860 90 100 110 120 130 140 b 4890 o,a, ng o^ o 4880 R/W E E a .. N R/W O �J . V W "' ,, ,. , 4880 N IJ -2 VW % -2.00% _ HORIZONTAL SCALE: 1"=20' `- -'- ----- "-- VERTICAL SCALE: 1"=10' o 4870 .__ 0' 10' 4870 20' 40' POOuc' I'a CW'o V 4860 % . % % 4860 52481 "1 ; 90 80 70 60 50 40 30 20 10 0 10 20 40 50 60 70 80 90 100 110 120 130 140 117+50.00 30'//ll' �/o9noz' �_- 1111 ONAL -�_ / , PRINT DATE: 06/7/2021 3:41 PM 0 O SHEET REVISIONS - l L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT CROSS SECTIONS XS -15 OF 27 PROJECT NO./CODE FILE NAME: 120121DE5_CROSS_SECTIONS.DWG DATE COMMENTS INITIALSrii NO. REVISIONS: 120121-01 HORIZ. SCALE: 1' = 20'VERT. SCALE: 1"=4' FELSBURG IFIIHENDERSON, 4 O L T & ULL EVIG 04005 Fiddlers Green Circle. 5uee 1500 creen..00a Y14E• co 801 l l ,.,, FHUENG.com REVISED; DESIGNER: MD STRUCTURE EZEM NUMBERS VOID: 121 SHEETSUBSET SHEET S: ROADWAY SHEET SUBSET: XS -15 OF 27 4759462 Pages: 140 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII NUrdRMCtiILotivIo«ok1mi I mi1m I h iI H 4747165 Pages: 139 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO �I11 Nretril Pal Krel 14 Ill III a S CONSTRUCTION PLANS Kam what's Wow CaNeoaymywa9. 4890 4890 .-w 1N ¢m �a Op pn Nn Qn 4880 R/W .n $ n mr o N a R /W od ° am---- 4880 - _____ ---, k\ 4870 4870 4860 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 BO 119+00.00 4890 4860 90 100 110 120 130 140 0 N 4890 t;m n rcn 3 m 4880 R/W R/W 4880 p W O -2.00X.. O ,.% -------------`-'- tr___________ �/ �_ HORIZONTAL SCALE: 1"=20' -- -``--- __---- --- ._ - VERTICAL SCALE: 1"=10' o 4870 0' 10' 20' 4870 40' 4860 352481 4860 90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 BO 90 100 110 120 130 140/-q. 118+50.00 i 0 6/09/2021 // d'SIONAL PRINT DATE: 06/7/2021 3:41 PM Q SHEET REVISIONS ( L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT CROSS SECTIONS XS -16 OF 27 PROJECT NO./CODE FILE NAME: 120121DES_CROSS_SECTIONS.DWG DATE COMMENTS INITIALS NO. REVISIONS:120121-01 HORIZ. SCALE: 1" = 20'VERT. SCALE: 1"=4' FELSBURG 5400 5 Fiddlers Green Circle. 5uise 1500 Greenwood Vg . co eol l l HOLT & Rwne:303.711.1440 pia ULLEVIG www.FHUENG.com REVISED: DESIGNER: JMD STRUCTURE' DETAILER: ZEM NUMBERS VOID: 122 SHEET SUBSET: RAAP/AY SHEET SUBSET: XS -16 OF 27 4759462 Pages: 141 of 156 09/24/2021 1@:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO BIN 4747165 Pages: 140 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO viii I �.rRGb'r.M r 1�i�+I�U�lI� �'�I�I�i�'F�M1 �k I�fi� ti "III CONSTRUCTION PLANS Know what% below Calhe emrwe9. 4890 4890 4880 co v ^ .m R ' R/W RCM 4880 ow A 4870 4870 4860 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 121+20.00 4890 4860 0 4890 0 4880 R/W R/W 4880 'a> -- �' ---'� HORIZONTAL SCALE: 1'=20' ' " -- ------ VERTICAL SCALE: 1`=10' o 4870 _ WI 0' 10' 20' 4870 40' 1 ��p00 UCF hyry I 4860 4860 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 119+20.00 i 52481 / ^3! A, ''• 6/09/2021 ////1141j/ONAI PRINT DATE: 06/7/2021 3:41 PM ®-X Q SHEET REVISIONS rig I ■ ► 11 r ! L.G.EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERS (303) CO 80640 PHONE 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT CROSS SECTIONS XS -17 OF 27 PROJECT NO./CODE FILE NAME: 120121DES_CROSS_SECTIONS.DWG DATE COMMENTS INITIALS NO. REVISIONS: 120121-01 HORIZ. SCALE: 1* = 20VERT. SCALE: 1'=4' FELSBURG HO L T & ULLEVIG rrao 5 Fiddlers Green Circle Suae 1500 Greenwood v11e5e, eo 80111 phone: 303.721.1440 www.FHUENG.oa,n REVISED: DESIGNER: JMD STRUCTURE DETAILER: ZEM NUMBERS VOID: 123 SHEET SUBSET: ROADWAY SHEET SUBSET: XS -17 OF 27 es09/2462 /2021 10 059 e 156 AMR Fee $0.00 4 Carly Koppes, Clerk and Recorder, Weld County CO ��W1'N 1l III 4747165 Pages: 141 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County CO 5 III CONSTRUCTION PLANS 8 Mow Moan WOW. Callbetereyouft 4890 4890 4880 i R/W a 4880 p w -2.00R 4870 ' - 4870 4860 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 122+00O0 4890 4860 N 4890 �a �� I o •- 4880 2a ' R^N 4880 I I. In o i -2.00% ------------ ' - - -- _ - "=20' A� - HORIZONTAL SCALE: 1 VERTICAL SCALE: 1"=10' b 4870 - ' • 0' 10' 4870 20' 40' •��pOO L/Ci. I O�' Ny i^ /4 0 4860 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 121+50.00 4860 52481 -i 36/09/2021 NI 6/09/2021 PRINT DATE: 06/7/2021 3:41 PM ®-X Q SHEET REVISIONS L.G.EVERIST, INC. ' 7321 E. 88TH STREET SUITE 200 1 HENDERSON. CO 80640 l PHONE: (303) 287-4656 FAX; (303) 289-1348 AS CONSTRUCTED - CROSS SECTIONS XS -18 OF 27 PROJECT NO./CODE FILE NAME: 120121DES_CROSS_SECTIONS.DWG DATE COMMENTS INITIALS �- NO. REVISIONS:120121-01 HORIZ. SCALE: i" = 20'VERT. SCALE: 1"=4' FELSBURG �HOLT ULLEVIG 5400 S Fiddlers Green Circle, Suite 1500 Greenwood Village, CO 80111 Phone:303.721.1440 www.FHUENGso,, REVISED: DESIGNER: JMD STRUCTURE DETAILER: ZEM NUMBERS VOID: 724 SHEET SUBSET: ROADWAY SHEET SUBSET: XS -18 OF 27 4759462 Pages: 143 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO lIII FMK «M'BB it l 4747165 Pages: 142 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Reoorder, Weld County , CO VIII IMI NIti W�Jl lcl�lI+N�l� D UMA "M k 11111 CONSTRUCTION PLANS Xmw muses bBIOMC Canbetaeyoueg, 4890 4890 !..1' Tia 4880 " v R ea, a 4880 flw OW -2.00X ----- --------------- --- 4870 ` - - - 4870 4860 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 123+00.00 4890 4860 N N 4890 F'H JS O 4880 R/YY TT _ 4880 io oW �: ow -2.00% ___ _________________ HORIZONTAL SCALE: 1'=20' 4..:‘,/1VERTICAL SCALE: 1e=10' b •t — - 4870 - 4870 0' 10' 20' 40' 4860 4860 j 52481 e 90 BO 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 i r.': ;$11• 6/09/2021 122+50.00 //////IIII `'S7ONALt4' PRINT DATE: 06/7/2021 3:41 PM = Q SHEET REVISIONS Fil L.G. EVERIST, INC. I 7321 E. 88TH STREET SUITE 200 . 1 I HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED CROSS SECTIONS XS -19 OF 27 PROJECT NO./CODE FILE NAME: 1201210ES_CROSS_SECTIONS.DWG DATE COMMENTS INITIALS NO. REVISIONS: 120121-01 HORIZ. SCALE: 1' = 20'VERT. SCALE: 1"=4' pig FELSBURG H O L T & ULLEVIG 6400 5 Fiddkr' Green Cirde.Suite 1500 Greenwood3. Village, CO Phone: 303.J21.1490 ,ww.FHUENGmm REVISED: DESIGNER: "D STRUCTURE DE7AILER: ZEM NUMBERS VOID: 125 SHEET SUBSET: ROADWAY SHEET SUBSET: XS -19 OF 27 4759462 Pages: 144 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 1111 NIL 111111 4747165 Pages: 143 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppel, Clerk and Reoordar, Weld County , CO iii I ��l�" 11�1�hti�I�Irt M�rh WW If lila Yk AI II CONSTRUCTION PLANS Know whaft below. Ga♦Oelerepuris 4890 4890 F a m ,� 4880 PI R/W a n R/W 4880 o' O -2.00% 4870 - 4870 4860 90 BO 70 60 50 4890 40 30 20 10 0 10 20 30 40 50 60 70 124+00.00 4860 4890 r-, t N O 4880 b '� R/W M R/yy 4880 h 6 t . n W O W -2.00% ____ _____-------- ._-_-_--__ HORIZONTAL SCALE: 1"=20' �-- AN J VERTICAL SCALE: 1"=10' 'o 4870 -- - ' 4870 0' 10' 20' 40' . max%\\71 �p.O.4/ r po11 . 4860 4860 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 123+50.00 /02¢81 HI 10. 6/09/2021 '/II tt.S/ONAL ' 111\‘0Nxv ""-- PRINT DATE: 06/7/2021 3:42 PM ®X 1:= O SHEET REVISIONS ( rig 1 L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200XS-20 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT CROSS SECTIONS OF 27 PROJECT NO./CODE FILE NAME: 1201210ES_CROSS_SECTIONS.DWG DATE COMMENTS INITIALS NO. REVISIONS:120121-01 HORIZ. SCALE: 1" = 2O'VERT. SCALE: 1"=4' FELSBURG H OLT & ill ULLEVIG 64005 Fiddlers Green Circle. Suite IS00 Green V.721llege,""III q,one: 303.721.1440 www.FHUENG.wm REVISED: DESIGNER: JMD STRUCTURE DETAILER: ZEM NUMBERS VOID: 126 SHEET SUBSET: ROADWAY SHEET SUBSET: XS -20 OF 27 4759462 Pages: 145 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO �� RIFORMIVM Ili II II 4747165 Pages: 144 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 11111 FAR VII IIIm'iUI'MIA IAN lab 11111 S CONSTRUCTION PLANS Know what's below. Caf beloeloeeg 4890 4890 -0 rn 4880 ay^p R/W c a "i .. RAV 4880 V C W —2.00% 4870 4870 4860 90 80 70 60 50 4890 40 30 20 10 0 10 20 30 40 50 60 70 125+00.00 4860 0 N 4890 4880 o n J r R /W a V 4880 -2.0 IL - - - - - - - - HORIZONTAL SCALE: 1"=20' - VERTICAL SCALE: 1"=10' b 4870 - " \ � 0' 10' 20' 4870 40' /. 4860 ✓ .° . 4860 ; 52481 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 ^.3 i 6/09/202124+50.00 ///Iii . /ONAIf PRINT DATE: 06/7/2021 3:42 PM O O O SHEET REVISIONS 1 III L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT CROSS SECTIONS PROJECT NO./CODE FILE NAME: 120121DE5_CROSS_SECTIONS.DWG DATE COMMENTS INITIALS NO. REVISIONS: 120121-01 HORIZ. SCALE: 1' = 20'VERT. SCALE: 1"=4'ED pi FR cPURG it HO LT & ULLEVIG M00 S Fiddlers Green Circle, Suite 1500 Greenwood VI11age. CO80111 �w.FHUENG.1rom REVISED: DESIGNER: JMD STRUCTURE' DETAILER: ZEM NUMBERS VOID: 127 SHEET SUBSET: ROADWAY SHEET SUBSET: XS -21 OF 27 4759462 Pages: 146 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 111 ' I N1 Ili 11111 4747165 Pages: 145 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO 1111 K IIIIII CONSTRUCTION PLANS emwwhars below. Cell IesfaeyoU O 4890 4890 ,a r 4880 N , , n n n °a R, d n R 1 1N 4880 • O'er —9008 ----'--------- 4870 _ _ _� 4870 4860 90 80 70 60 50 4890 40 30 20 10 0 10 20 30 40 50 60 70 126+00.00 4860 2 N 4890 on- �tID O 4880 . R� n . R/YY 4880 in OJ -2.03% _ _ - - - - - - _ _ _, HORIZONTAL SCALE: 1"=20' - - - - - - - ` - — VERTICAL SCALE: 1"=10' o A'1 4870 . 4870 0' 10' 20' 40' p�pOO UCEs ' _ �i. 4860 i 52481 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 4860 V v 52481 �: 2 3 125+50.00 /x/41 SS:9Ni2.. /C ::: g • h\\O0NM . PRINT DATE: 06/7/2021 3:42 PM ®X O Q SHEET REVISIONS I 11+ L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT CROSS SECTIONS XS -22 OF 27 PROJECT N0./CODE FILE NAME: 120121DES_CROSS_SECTIONS.DWG DATE COMMENTS INITIALS NO. REVISIONS:120121-01 HORIZ. SCALE: 1" 20'VERT. SCALE: 1`=4' UZI FELSBURG H O L T & ULLEVIG c4ao s Fidmer: Gres" ama s"me loo Greenwood vn, co eoi Alone: 303.]21.1440 www.FHUENG.com REVISED: DESIGNER: AID STRUCTURE' DETAILER: ZEM NUMBERS VOID: 728 SHEET SUBSET: ROADWAY SHEET SUBSET: XS -22 OF 27 4759462 Pages: 147 of 156 Carly Koppes,10:05 AM CClerk and R Fee:$0.00 Recorder, Weld County , CO Ill!EirdPalitikinWillifiNikifiKi' MC II III 4747165 Pages: 146 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Reoorder, Weld County , CO III CONSTRUCTION PLANS U Know what's WOW Call Mere young. 4890 4890 � a is ri Pi spi 4 i - Vs 4880 max _----- -` _--- 4870 —= — 4870 4860 90 80 70 60 50 4890 40 30 20 10 0 10 20 30 40 50 60 70 127+00.00 4860 r R 4890 rw �,R - 4880 ^m n�` n R/W y v n 20--N 4880 ii OJ 2 OW_ cW HORIZONTAL SCALE: /'=20' 1 - -_ - ---_ VERTICAL SCALE: 1"=10' o ! _ 4870 / 0' 10' 20' 4870 40' 'o DOL/CFtII 4860 4860 52481 ,- 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 6 P•'. 6/09/2021 126+50.00 'lhl�SS/ONAL# PRINT DATE: 06/7/2021 3:42 PM O O O SHEET REVISIONS I ,1 1 L.G.EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT CROSS SECTIONS XS -23 OF 27 PROJECT NO./CODE FILE NAME: 120121DE5_CROSS_SECTIONS.DWG DATE COMMENTS INITIALS NO. REVISIONS: 120121-01 HORIZ. SCALE: 1" — 20'VERT. SCALE: 1"=4' �FELSBURG 6100 S Fiddlers Grcm Cirde, Sui[e 1500 . H O L T& GrKnwood 21.1 , CO W I i ULLEVIG ,w FHUENGImm REVISED: DESIGNER: JMD STRUCTURE ZEM NUMBERS VOID: 129 S SHEET SUBSET: ROADWAY SHEET SUBSET: XS -23 OF 27 4759462 Pages: 148 of 156 Carly Koppes 1Cle C5lerk and Recorder, Weld County , CO R Fee:$0.00 VIII 1��1Q,�'+iKti��kI��N��l�ll 1O314 Ina% III III 4747165 Pages: 147 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 1'd NJ lli 1414 1Adildj liht RN A 11111 CONSTRUCTION PLANS ' u Know Mutt below Ca®beb3teyeadig. 4890 4890 ,c 4880 Lin o R/W r-1' o „", m Y 4980 R 0 O w "---- 4870 4870 4860 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 128+00.00 4890 4860 4890 Il.. o 4880 ^ us ^ P/W v ,i n a 4880 R/W 0 o HORIZONTAL SCALE 1"=20' 2.0%96 __p-- _ -----10 _ _ VERTICAL SCALE: 1'=' _ _ 4870 " 4870 0' 10' 20' 40' 0� OOL/OF�411//, 4860 .'� 4860 52481 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 , ^+: 127+50.00 / IA 6/09/2021 //tI11 \ONAL",-= PRINT DATE: 06/7/2021 3:42 PM �-% Q Q SHEET REVISIONS I I . l 1 L.G.EVERIST, INC. 7321 E. 88TH STREET SUITE 200XS-24 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT CROSS SECTIONS OF 27 PROJECT NO./CODE FILE NAME: 120121DES_CROSS_SECTIONS.DWG DATE COMMENTS INITIALS NO. REVISIONS: 120121-01 HORIZ. SCALE: 1' = 2O'VERT. SCALE: 1�=4' H O L T 8 ULLEVIG 514,015 Fiddlers Green Cirda Suice 1300 Gwood Vilhge. CO 8011 R,one:303.721.1440 vrww.FHUENG.com REVISED: DESIGNER: JMD STRUCTURE DETAILER: ZEM NUMBERS VOID: 130 SHEET SUBSET: ROADWAY SHEET SUBSET: XS -24 OF 27 4759462 Pages: 149 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 1111 IItIrMY Ili h.14:Itia 11111 4747165 Pages: 148 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III'MAIM 'AIM InkVI I,1Ilt hl W1+414144, III II CONSTRUCTION PLANS 3 Maw what's below. can before you*. 4890 4890 4680 CPT _,,D , 21^ K V m N R/W 4880 a� oo E:,, O -2.00% _ _ _____________ ..._________ 4870 A-,___ ` _ 4870 4860 90 BO 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 129+00.00 4890 4860 N 4890 Mr� O 4880 J N ,- _J g 0D m m ;1>a> 4880 'n K/W R/W wHORIZONTAL SCALE: 1"=20' -2.03% ---- VERTICAL SCALE: 1"-10' o - 4870- _ ` 4870 0' 10' 20' 40' 111 ICE Ilr1/ Y .--- 4860 i ' x.2481 4860 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 �' : 6/09/2024128+50.00 /ONAL� PRINT DATE: 06/7/2021 3:42 PM ®-X 0 O O SHEET REVISIONS qiiL.G. i EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED US 85 / WCR 20 PERMIT PROJECT CROSS SECTIONS XS -25 OF 27 PROJECT NO./CODE FILE NAME: 120121DES_CROSS_SECTIONS.DWG DATE COMMENTS INITIALS NO. REVISIONS: 120121-01 HORIZ. SCALE: 1" = 20'VERT. SCALE: 1`=4' real FEISBURGDESIGNER: ULOLEVIG r reen i Crde Suite'SOU G6900 reenwood S FiddI VIG69 co 80I www.FHUENG.com I.mm REVISED: JMD STRUCTURE' DETAILER: 2EM NUMBERS VOID: 131 S SHEET SUBSET: ROADWAY SHEET SUBSET: XS -25 OF 27 4759462 Pages: 150 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 'III FMK I ithk1 L Kra MI T Y4'Irli I III II 4747165 Pages: 149 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 1111 K 11111 CONSTRUCTION PLANS ,71 Mow sitars below. Call Wore vomit 4890 4890 4880 —, N 4 ,, m4880 ,j L., oW —2.00% _ ______ _-- 4870 4870 4860 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 130+00.00 4890 4860 N 4890 b 4880 J N n —J_N " .1...4 4880 R/W a W o HORIZONTAL SCALE: 1"=20' -200X _ _ _ _ - -, VERTICAL SCALE: 1"= 10 b 4870 ` 4870 0' 10' 20 40' _ . 4, lly/, ,ORpHO �•�Cn` o 4860 4860 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 129+50.00 52481 j ^I �,1, 6/09/2021 VIII gIONALE •' PRINT DATE: 06/7/2021 3:43 PM C=D Q O SHEET REVISIONS L.G.EVERIST, INC. 7321 E. 88TH STREET SUITE 200 O HENDERSON, CO 80640 PHONE: (303) 287-4656 FAX: (303) 289-1348 AS CONSTRUCTED - CROSS SECTIONS XS -26 OF 27 PROJECT NO./CODE FILE NAME: 1201210E5_CROSS_SECTIONS.DWG DATE COMMENTS INITIALS NO. REVISIONS:120121-01 HORIZ. SCALE: 1" = 20'VERT. SCALE: 1"=4' pal FELSBURG H O L T & ULLEVIG 61005 Fiddlers Green Circle, Suite ISW Greenwaad vni, co eol www.FHUENG.com REVISED: DESIGNER: JMD STRUCTURE' DETAILES ZEM NUMBERS VOID: 132 SHEET SUBSET: ROADWAY SHEET SUBSET: XS -26 OF 27 4759462 Pages: 151 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 1111 4747165 Pages: 150 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 1101111Feh HVIAli CONSTRUCTION PLANS M 0 C N a N h Y Pei N 0 • r to Z 0 U W N 0 N N_ C' 2 0 c 0 0 0 a O a 811 -a � t Know whal'i below. Call before you dig. O N 4890 4890 I O 4880 4880 'Rem R/W HORIZONTAL SCALE: 1"=20' lb _ _ _ _ _ VERTICAL SCALE: 1"=10' _ - - _ _ . `.•i / ` ` �' �• i 0' 10_ 20' 40' 4870 . ./ i' • 4870 _ 9i D0 Li. . il eiiii. <" 4860 4860 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 130+50.00 �/ "93\ ►►►�►�1G 1 52481 '1 ni . 6/09/2021 e(.c� 3 •'• a Sr �sS70NA��G L PRINT DATE: 06/7/2021 3:43 PM AS CONSTRUCTED US 85 / WCR CROSS XS 20 SECTIONS -27 OF PERMIT 27 PROJECT PROJECT NO./CODE SHEET REVISIONS L.G. EVERIST, INC. 7321 E. 88TH STREET SUITE 200 HENDERSON, CO 80640 PHONE: (303)287-4656 FAX: (303) 289-1348 FILE NAME: 120121DES_CROSS_SECTIONS.DWG DATE COMMENTS INITIALS NO. REVISIONS: 120121-01 (R X) HORIZ. SCALE: 1" = 20'VERT. SCALE: 1"=4' C ) FELSBURG WI H O L T & U ULLEVIG EV I G 6400 S Fiddlers Green Circle. Suite 1500 Greenwood Vdla44 CO 601 I I www FHUENG.com0 REVISED: DESIGNER: JMD STRUCTURE ( ) DETAILER: ZEM NUMBERS VOID: 133 _ (. ) SHEET SUBSET: ROADWAY _ SHEET SUBSET: XS -27 OF 27 4759462 Pages: 152 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder; Weld County CO fl PJ!flII ci Ill III 4747165 08/18/2021 11 Carly Koppes, C u Pages: 151 of 154 :02 AM R Fee:$0.00 lark and Recorder, Weld County , CO I F, Iik½LH1k!iIitqiyA 11111 _________fl ...refl. KEY MAP VICIN I d N ■ N fa o a Slit 6ENCNMARK •• Al STORM INLET (RECTANGLE) ® ELECTRIC METER `II. POLE UTILITY ® FIBEROPTIC MMjpOLE ® rlBEROPTIC PEDEStAL iW net ROPTIC VAULT e FIBERODTIC MARKER II II -' -.-` S N.T.S ell4 L )I ;. , • E o TEST HOLE"-_ GAS MARKER I � ' 'HIB EX•. • • ( `-,f' two. *up w ID f- ! D u. CULVERT • SITE IXStORN LINE (UNDERGROUND) (OLC) - .• -" - r -us GAS ,-... EINE (UNDERGROUND) — M(o) — GAS LINE .tilo) (UNDERGROUND) (OLD)U _- ..'+lot — vtl•) — TELEPHONE LINE (UNDERGROUND) (OLD) _ - — _ __ . _ _ _ 5 • -x ELECTRIC LINE (UNDERGROUND) II I — -• ' — Juo — aLW) — ELECTRIC LINE (UNDERGROUND) (OLD} - - - �.. ••- - -.. a ELECTRIC LINE (OVERHEAD) Jo -- _ .... .. ,-.... NOTES: fu 15 Q FIBCROPIIC LINE (UNDERGROUND) x AREA OF CONCERN - -_ .- -_^' • EXHIBIT _ T Sp <- 1 �^ 3• '- _-i' •location • 1 This is a utility mop It is not O Land Survey Plot or Improvement Survey Plat No research of easements, encumbrances or title of record was performed Clark Land Surveying Inc 2 Any underground utilities shown have been locoted from field survey information. The surveyor makes no guarantee that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor further does not warrant that the underground utilities shown ore in the ezoct indicated although he does certify that they ore located os accurate) osm "9 Y possible from the information ovoilable Public utility locate request was mode under Ticket No A028101724 -00A doted 10/07/20. This site was located by standard RI methods 3 All surveyed utilities are depicted us ASCE 38-02 "Quality Level B" unless noted otherwise. T N o •y • Description - - - -- ' t • 4 BENCHMARK: /4 Rebar with V aluminum cap. Elevation = 4870.49' (NAVD 88) 5 Field work for In's survey was completed on October 30, 2020 ' - - - -• .._ ,.� _ - i - 6. All services are modeled using RTK CPS surveyed locations from site markings as located by Clark Land Surveying 7 Thisplan hog been prepared for design Only, All services must be located/potholed P P 9 Y• by the contractor prior to excavation or Construction 8 All levels noted, refer to existing ground level where survey was token Depth indicators noted down to service, -:-_ , . - - ( _ EXHI$IT`' ,)4 i. _ •- ET 2B - ' _ 1 represent approximate, depth to top of service, as marked up on site 9 Boundaries have been shown in on approximate way only, information obtained from overlays and/or images may be used as a guide only. 10 The horizontal and vertical control for Ibis survey is hosed upon existing site control per King Surveyors Project Control os Project No 20190736 dated 7/15/2020 11 Survey is relative to modified Colorado state plane coordinate system, North Lone (0501), Lombinea scale factor of 1.000268740705 Scaling is based on Site Benchmark. 12 This subsurface utility engineering plan must be accompanied with the Report for Subsurface Utility Engineering,' dated November 2. 7020, os Job No 700898. 10 uphold the integrity of the plan Z Notice; According to Colorado law you must commence any legal action hosed upon any aefect in this survey within three years after you first discover such defect. In no event may any action based upon any defect in this survey be commenced more than ten years fron- the cote of the certification shown hereon . - I t • - ` {{{ -.i ..; + ,I • I •� •• !t" ; '' -- tli _ • * -- 13 Duality level definitions as per ASCE 38-02 • OL-D involves utility records research and interviews with knowledgeable utility personnel •OL C involves surface survey and identifying and recording aboveground features of subsurface utilities, .� - - _ •,, ' -,� LiMi• EXHIBIT SHEF1 r a . 2• 'v I `'-• .: ,. - _ _ - _ such its manholes, valves, and hydrants. • QS Involves application of 'surface geophysical methods,' such os EN -based locating instruments, GPR, radar tomography, metal detectors, and optical instruments, to gather and record approximate horizontal (and, in some cases. vertical) positional data. • QL-A involves physical exposure via 'soft -digging' (vacuum excavation or hand -digging) and provides precise horizontal and vertical positional data. " • - — -. -_-_ - ENGINEER'S STATEMENT: I hereby certify that this engineering document was prepared by me or under my direct personal supervision ar,c that I am a duly licensed Professional Engineer under the lows of the State of Coloraao. p0 REgr iG:l •o. • 3nig : ;w 0a VA ,mow fire...... •:,.` SUBSURFACE UTILITY ENGINEERING PLAN A POR. OF SEC. 19, T2N, R66W, OF THE 6TH P.M., & A POR. OF SEC. 18, T2N, R66W, OF THE 6TH P.M., CITY OF FORT LUPTON, WELD COUNTY, CCLORADO Dote: 11/2/2020 Sheet 1 of 4 - - •' _ -. lax EXHIBFT • • y... ey. SHEET ' B `'- - ., e�1 • : -. - - 4. rti r4 :' At .working f ,, , °r - - Steven Anselmo, P E t ty2020 Colorado License No 39279 For and on behalf of Clark Land Surveying, Inc. A pragmatic effort hos been mode to systematically designate and depict buried utilities within the corridor to the extent practical for the authorized project budget. Final utility plans are for design purposes only and reflect •ubsurlu.,e utility wntitwlls ul the limewlveyed Cu•til.y utility lua,ut..IIA dt1.a.led an the pions do riot supersede 811 demorcatans of buried utilities, or relieve the contractor from the legal requirement to call 811 three days prior to construction The project design engineer should be notified of any discrepancies between the utility designating / locating survey and 811 markings, and the contractor shall use caution until discrepancies are resolvea. Utility alignments shown ore diagrammatic in nature and not intended for construction Contractor is responsible to verify all field conditions of time of bid and for any associated costs associated to provide a 100% complete Drawn By: CJW Checked By: SA sow I 4 ____ _ . r operational project. 30 GRAPHIC 0 NO IN OM NI NI SCALE 15 30 !: kik _, _ _ M xs ■ • OD at 00 0 N (IN FEET) 1 inch - 30 ft. I - __ 4759462 Pages: 153 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO rdrom !IN/I1q JP 111111 4747165 Pages: 152 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO u i Ligkiii1011 II II I GRAPHIC SCALE m is so (INfm) ) 1 inch a 30 ft. EXHIBIT SHEET 1A EXHIBIT SHEET 18 me N' CYP- 1NV. 4671.66' %(St 'CU /4A EEO! 4871 ST s4' CMP stow Mk+Ch :Net. 7 -alimia Cana, 402 - TLSt sod /7C N01HING POUND // IES1 HOLE /28 / NOININO E/2 THING rouc tc 1ESt POI IS7L Et CV. 4665 40' C SIECL CA5 4759462 Pages: 154 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County . CO Ill I1F1,MJ"imot?), CONLTRUCTION PLANO Iu C 0 01 V u 0 CO O z '4 } D r r ~ E 1 0c .r f 9▪ Doc gtr ? = x$22. • Itc o� vD— ottcma O 1 7'�' r DS N] P u yg p c p u o o volt ! G C • Ii •• C•. CpQE.. E 4 D T U Y O Y D C V�1 D u 4 b O Ll V SUBSURFACE UTILITY ENGINEERING PLAN A POR. OF a CD CD Lal I 1L 0 (D (D cr z CV to 6 N O cd O a 4 0 C 0 J 0 U z 3 0 U 0 J Lil z 0 F— a 3 J F — FY O 0 U 0 N o* N `O N CO CA 03 0 0 N u 0 00 o.11 z 135 4747165 Pages: 153 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County 1 CO i II )jvT I1'IJ II Hi CONSTRUCTION PLANS GRAPHIC SCALE 30 D 13 30 ( IN IEEE ) 1 inch 44 30 ft EXHIBIT SHEET 2A It 8 V s e ke k Io•le e e s S e V le Q It I i +f e to O e mmummr ,4044s 44.44,44w MATCH LINE 2 HIGHWAY 85 list Moil 47 ELC9 4871 79 f CONDUIT MN OPTIC 0) Ou04V -e(jW O) Agri- u;00 R e I(ST MOU i8 uM4BtE t0 ComPifli 01 -44W —4404-1; Sill CONTROL - "CP AUTO' 94 REBA* N/ 7' AI.UMINUTA CAP 4 1291o0045' C 314367189' tint 4874 47 - 'EST LADLE 148. ELEV 4889 BE 3" COW' ►IBER OPTIC �AAi rl 1111(' 1 4759462 Pages: 155 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes. Clerk and Recorder, Weld County CO 11111 EXHIBIT SHEET 28 C HIGHWAY 85 Sat CON/ROt CP CR 70' 94 R(BAR If/ 2. ALUMINUM CAP N /241661035 t 3143306.91' (LEV: 461343 Sc, S i TEST MOLE 98 ELEY. +868.63' 3' CONDUIT 1IB(R OPTIC QLA RDA 487189' Mk (n) le' CMP. 4411 90' FILLED 114tH 0(896 utomoIN 1ENMINU5 1(51 HULL P. ttl:v 48686Y 3' CONOUII FIBIR optic to - IO- IO q re 19-1-0 COUNTY ROAD 20 U 86 L. ! 0 C 0 i a u al 0 z SUBSURFACE UTILITY ENGINEERING PLAN a S S F' F- l0 O W W S S � H W Li O O -3 3 D CO CO CD CC Er • Z Z F"" N f- 00 Cn r O cj W V) W O A POR. OF cd O a Q 0 O 0 J O z D O O O J W Z O a 3 J I— Cr 0 L4 La_ 0 0 0 N N N 0 0 C 5 m c e C •ut 0 rl - c v: 3 m V 0 U ° 5 o0 EA co O N 134 4747165 Pages: 154 of 154 08/18/2021 11:02 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO m 41, iihilff1171riii III III EXHIBIT SHEET 3A GRAPHIC SCALE w 15 30 (IN FTT) 1 inch - 30 ft. 4759462 Pages: 156 of 156 09/24/2021 10:05 AM R Fee:$0.00 Carly Koppes. Clerk and Recorder, Weld County , CO tordrmilgionaliw:rimpe.koLILLuirochiyil, EXHIBIT SHEET 38 CONSTRUCTION PLANS 8E fl 8 If v1 C O V1 > V n: V Y 0 a z Q ^J O z w LU z 3 z W } J H w U Q LL D D 0 M Ei O a a _I tD O W W 1 U I t« LOZ O D w �Co CC _z 3 z N N ~ Z ~ O 2 vi n . D U J W r to L1..O O 'to O a A POR. OF SEC O N O v N 40 d m m nV r Ott 137 iii Contract Form ew Contract Request Entity Information Entity Name* L.G. EVERIST INC Entity ID* c00025502 Contract Name* IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT USR20-OO3O L.G. EVERIST INC Contract Status CTB REVIEW ❑ New Entity? Contract ID 5153 Contract Lead* JTRUJILLOMARTINE2 Contract Lead Email jtrujillomartinez@weldgov.c om Parent Contract ID Requires Board Approval YES Department Project # Contract Description* IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT USR20-OO3O L.G. EVERIST INC 52,293,210.00 COLLATERAL REQUIRED Contract Description 2 Contract Type AGREEMENT Amount* $2,293,210.00 NO Department PUBLIC WORKS Department Email CM- PublicWorks eweldgov.corn Department Head Email CM-PublicWorks- DeptHeadnrel dgov.com County Attorney GENERAL COUNTY A I 1 ORNEY EMAIL County Attorney Email CM- COUNTYA I I ORNEYcWELDG OV.COM If this is a renewal enter previous Contract ID If this is part of a MSA enter MSA Contract ID Requested BOCC Agenda Date* 08/11'2021 Due Date 08'07,`2021 Will a work session with BOCC be required? NO Does Contract require Purchasing Dept. to be included? NO 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 Review Date* 08'10/2022 Renewal Date Termination Notice Period Contact Information Contact Info Contact Name Purchasing Purchasing Approver Approval Process Department Head JAY MCDONALD DH Approved Date 08/05/2021 Final Approval BOCC Approved BOCC Signed Date BOCC Agenda Date 08 1612021 Originator JTRUJILLOMARTINEZ Committed Delivery Date Contact Type Contact Email Finance Approver CHRIS D'OVIDIO Expiration Date* 08/09:2023 Contact Phone 1 Contact Phone 2 Purchasing Approved Date Finance Approved Date 08,105 2021 Tyler Ref # AG 081621 Legal Counsel BOB CHOATE Legal Counsel Approved Date 08,'05 2021 Hello