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Home My WebLink About20210404.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, USR19-0071 - DPG FARMS, LLC, AND CALVIN GOZA, C/O J-2 CONTRACTING COMPANY WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, on February 26, 2020, the Weld County Board of Commissioners approved the application of DPG Farms, LLC, 3300 South Parker Road, Suite 300, Aurora, Colorado 80014, and Calvin Goza, 1620 Holly Avenue, Greeley, Colorado 80631, c/o J-2 Contracting Company, 105 Coronado Court, Unit A-101, Fort Collins, Colorado 80525, for a Site Specific Development Plan and Use by Special Review Permit, USR19-0071, for open mining (sand, gravel and stone) and processing of minerals, including recycle operations for concrete and asphalt. Also included is a mine office, scale house and scale, a fueling/lubricating station, portable generators, mobile mining equipment parking and storage, and employee and vendor parking in the A (Agricultural) Zone District, on the following described real estate, being more particularly described as follows: Part of the S1/2 S1/2 and N1/2 SE1/4 of Section 1; and part of the NW1/4 SW1/4, and N1/2 of Section 12, all within Township 5 North, Range 65 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 DPG Farms, LLC, and Calvin Goza, c/o J-2 Contracting Company, with further terms and conditions being as stated in said agreement, and WHEREAS, the Board has been presented with Performance Bond #2312108 from North American Specialty Insurance Company, 1200 Main Street, Suite 800, Kansas City, Missouri 64105, in the amount of $1,590,308.68, 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 DPG Farms, LLC, and Calvin Goza, c/o J-2 Contracting Company, be, and hereby is, approved. (4)) .e//7/2-/ cc : pw(ER/cN /D /srm art)/ PL(Ta/kR/Ko) 03/16 /21 2021-0404 PL2737 IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT (USR19-0071) - DPG FARMS, LLC, AND CALVIN GOZA, C/O J-2 CONTRACTING COMPANY PAGE 2 BE IT FURTHER RESOLVED that Performance Bond #2312108 from North American Specialty Insurance Company, in the amount of $1,590,308.68, 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 8th day of February, A.D., 2021. BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO ATTEST: dratIA) Steve reno, C --ir Weld County Clerk to the Board BY: Deputy Clerk to the Boar APP' ►-ED AS ttorney Date of signature: 02.-/I2/2.( Sc •y es, Pro-Tem L. Buck Lori Saine 2021-0404 PL2737 0"7a-t-tfr-C/O #4/-‘,5 BOARD OF COUNTY COMMISSIONERS PASS -AROUND REVIEW/Regular or Consent Hearing Agenda REQUEST RE: BOCC Agenda Item - Approve Improvements and Road Maintenance Agreement for: DPG Farms, LLC and Calvin Goza c/o J-2 Contracting Company — USR19-0071 DEPARTMENT: Public Works DATE: December 16, 2020 PERSON REQUESTING: Jazmyn Trujillo -Martinez Brief description of the issue: The Department of Public Works received a request from the applicant, DPG Farms, LLC and Calvin Goza c/o J-2 Contracting Company, requesting that the Board of County Commissioners consider approving the Improvements and Road Maintenance Agreement for (USR19-0071). Collateral in the amount of $1,590,308.68, is required with this agreement for off -site improvements. Collateral has been provided in the form of a Performance Bond, Bond No. 2312108, issued by North American Specialty Insurance Company, 1200 Main Street #800, Kansas City, MO 64105. Weld County Public Works, Planning Services and the County Attorney's Office have reviewed the above -mentioned signed original document and observed the following: a 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? 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 USR l 9-0071, and that this item be placed on the next regularly scheduled BOCC Hearing, as part of the Regular Agenda. Approve Recommendation. Other/Comments; Mike Freeman, Chair Scott K. James Barbara Kirkmeyer Steve Moreno, Pro-Tem Kevin Ross I 2021-0404 pL'a13? IMPROVEMENTS & ROAD MAINTENANCE AGREEMENT ACCORDING TO POLICY REGARDING COLLATERAL FOR IMPROVEMENTS DPG Farms, LLC and Calvin Goza c/o J-2 Contracting Company — USR19-0071 THIS AGREEMENT is made this 4% uday of. ! a. , 202 , by and between DPG Farms, LLC, 3300 South Parker Road, Suite 300, Aurora, Colorado 80014, and Calvin Goza, 1620 Holly Avenue, Greeley, Colorado 80631 c/o J-2 Contracting Company, 105 Coronado Court, Unit A-101, Fort Collins, Colorado 80525, 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, Property Owner is the owner of the following described property in the County of Weld, Colorado: Part of the S1/2 S1/2 and N1/2 SE1/4 of Section 1; and part of the NWl/4 SW 1/4, and N1/2 of Section 12, all within Township 5 North, Range 65 West of the 6th P.M., Weld County, Colorado hereinafter referred to as "the Property," and WHEREAS, Property Owner has received Board of County Commissioners conditional approval of USR19-0071, and WHEREAS, Property Owner acknowledges that the final approval of USR19-0071 is 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: U O MI E0 �� r_ 7.2 m rm-� L +me {F W-0 i o v .mi. e-1LL �� Ixa� sa aleNw n .mm= •--.� ctr N M anN NY`� rM \L= 44m1.11. Exhibit A — Off -Site Costs of Construction Exhibit B — Off -Site Construction Schedule Exhibit C — Construction Plans Exhibit D — Plat Map,-tind WHEREAS, Property Owner acknowledges they may not operate as described in USR19-0071 until said improvements have been completed and accepted by County, and 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 USR19-0071 may result in the revocation or suspension of USR19-0071, 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: DPG Farms, LLC and Calvin Goza c/o J-2 Contracting Company — USR19-0071- OFFSIA20-0003 Page 1 of 12 020a1-o�� 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-five (65) 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 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. U - T C (3 c � 0 U mN"`"- -13= ~� l 0� -� �.!J. or°a LL z N $i �CCz raR� 414-r_ da•� Nci oF m �a111= • MN a ("NoL �r.r>.M Viso Additional Off -Site Improvements to be constructed by the Property Owner prior to operation are: 1) Paving Holly Avenue from the Weld County Parkway and Holly Avenue intersection to the north end of the existing pavement and restripe as necessary. Cross Section of base and pavement shall be structurally sufficient to handle the increase of truck traffic from the development and reduce rutting over time. 2) Paving the approved access road from the north end of the existing pavement up to and fifty (50) feet beyond the approved site access. 3) Design and construct a County accepted paved three -leg or "T" intersection, providing all construction materials and meeting the Weld County Code specifications and CDOT specifications for Road and Bridge Construction, beginning with a County accepted tie-in at the approved site access and Holly Avenue creating the north leg, the east leg tying into the east/west portion of Holly Avenue, and the south leg tying into the north/south portion of Holly Avenue that connects to the Weld County Parkway and Holly Avenue intersection. 4) Design and construct a northbound right deceleration/turn lane on the Weld County Parkway matching the WCR 49 cross section of 11" PCCP over 6" class 6 crushed concrete over a minimum of one (1) layer of Tensar TriAx TX160. All material strengths shall be the same as the WCR 49 Project Requirements. 5) Design and construct a northbound right acceleration lane on the Weld County Parkway matching the WCR 49 cross section of 11" PCCP over 6" class 6 crushed concrete over a minimum of one (1) layer of Tensar TriAx TX160. All material strengths shall be the same as the WCR 49 Project Requirements. 6) Design and construct a southbound left acceleration lane on the Weld County Parkway matching the WCR 49 cross section of 11' PCCP over 6" class 6 crushed concrete over a minimum of one (1) layer of Tensar TriAx TX160. All material strengths shall be the same as the WCR 49 Project Requirements. 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/re-locates, acquisition of ROW, dedication of ROW, ROW and Access Permits and fees, coordination with oil and gas operators and facilities, county 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. DPG Farms, LLC and Calvin Goza c/o J-2 Contracting Company — USR19-0071- OFFSIA20-0003 Page 2 of 12 2.0 Cost of Construction Exhibit. The cost of construction estimates (engineer's estimate) identified as Exhibit A shall be submitted. The Property Owner shall detail 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. 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 shall be provided by the Property Owner, indicating 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 the of this Agreement. Exhibit C shall be provided by the Property Owner and indicating the receipt of the appropriate Grading Permit, Access Permit, and/or ROW Permit, if applicable. Property Owner shall substantially complete all improvements in accordance with Exhibit B in order to request the warranty period begin. 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. 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) From site access point south on Holly Avenue to Weld County Parkway. 2) North and south on Weld County Parkway. U O - ra 7 0 a� 0 611 de Imp °•°2 o • ix& Ea rigor m oma ILO e. • 1VU� B � CO No •••• •••,.x� ION • So � m� 2.0 Haul trucks shall enter and exit the site at the approved access(es) on Holly Avenue and travel north -south to the nearest paved road for further dispersal. Any County roads used by USR19-0071 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. DPG Farms, LLC and Calvin Goza c/o J-2 Contracting Company — USR 19-0071 - OFFSIA20-0003 Page 3 of 12 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. C. Maintenance Requirements: 1.0 Off -site recurring maintenance, if applicable, as required by the Board: MI U 1.1 Property Owner shall take on full, sole responsibility of the road maintenance of Holly Avenue from the approved site access location extending east for the life of USR19-0071. Upon complete cessation of all activities permitted by USR19-0071, County shall reacquire the responsibility of road maintenance of Holly Avenue pending a completed inspection and Holly Avenue is deemed approved in which it meets or exceeds Weld County Code standards. 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 measures will be determined by site -specific conditions at the time, as 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. 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 DPG Farms, LLC and Calvin Goza c/o J-2 Contracting Company — USR19-0071 - OFFSIA20-0003 Page 4 of 12 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. 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, 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 all necessary documents to the County. Is U a� 3� 3 So r• o a X6131 .-.m �` 0 • s- y LLo in i= _ nna:� No r a ..e N n �ANY �a co., — groom= 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 the specifications adopted by the County. DPG Farms, LLC and Calvin Goza c/o J-2 Contracting Company — USR19-0071 - OFFSIA20-0003 Page 5 of 12 4.0 Testing. Property Owner shall employ, at its own expense, a qualified testing company previously approved by the County to perform all testing of materials or construction; and shall furnish copies of test results to the County. If County discovers inconsistencies in the testing results, Property Owner shall employ at its expense a third -party qualified testing company approved by County. Such third party shall furnish the certified results of all such testing to the County. At all times during said construction, the County 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 satisfaction of the County 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", "CDOT Field Materials Manual", "CDOT M & S Standards and Specifications" and the Weld County Engineering and Construction Guidelines. 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. DPG Farms, LLC and Calvin Goza c/o J-2 Contracting Company — USR19-0071- OFFSIA20-0003 Page 6 of 12 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: 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. C. 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 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 0�� DPG Farms, LLC and Calvin Goza c/o J-2 Contracting Company — USR 19-0071- OFFSIA20-0003 Page 7 of 12 Off -Site Improvements. County personnel shall then inspect the improvements. If the County determines the improvements were not constructed in accordance with the Construction Plans, the County shall direct the Property Owner to correct the deficiencies. If the County 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 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 personnel shall re -inspect the improvements after notification from the Property Owner that said deficiencies have been corrected. If the County personnel finds that the improvements are constructed according to County 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. 2.3 Placement of Improvements into Service Prior to County Approval. If requested by the Property Owner and agreed by the County, 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: The Property Owner is required to apply for and receive all permits required by the County 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 access 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. Uo3•• -2 o�U a� S 0 v mm3�_ �m �L_rm 0 Ili - IL O ap O oc,E24 aaIC �� da:_ A • N rim o aM _ geays 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. E. Enforcement and Remedies: 1.0 Violation of Terms of Agreement. If in County's 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. DPG Farms, LLC and Calvin Goza c/o J-2 Contracting Company — USR 19-0071 - OFFSIA20-0003 Page 8of12 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 or all of the following remedies, or any other remedy available in law or equity. 2.1 Access and Use of Collateral. County may access and use collateral to address the issues specific to the violation. For example, the County may access and use Project Collateral in order to complete improvements as required by the Construction Plans, when such improvements have not been completed in accordance with the Construction Schedule. 2.2 Withholding Permits. County may "lock" any or all lots within the Property, which precludes the continued issuance of building permits, zoning permits, septic permits, or any other permit issued by any department of the County. 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 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 Termination of Agreement. This Agreement shall terminate upon the earliest of the following events: 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 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. DPG Farms, LLC and Calvin Goza c/o J-2 Contracting Company — USR19-0071 - OFFSIA20-0003 Page 9 of 12 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. 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 ofthis 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 DPG Farms, LLC and Calvin Goza c/o J-2 Contracting Company — USR19-0071 - OFFSIA20-0003 Page 10 of 12 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 notwithstanding section 7.0 above, together with all reasonable expenses and attorney fees incurred by County in defending such suit, action or claim whether the liability, loss or damage is caused by, or arises out of the negligence of the County or its officers, agents, employees, or otherwise except for the liability, loss, or damage arising from the 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 safety and health. 10.0 Binding Arbitration Prohibited. Weld County does not agree to binding arbitration by any extra judicial body or person. Any provision to the contrary in this Agreement or incorporated herein by reference shall be null and void. 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 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. DPG Farms, LLC and Calvin Goza c/o J-2 Contracting Company — USR19-0071- OFFSIA20-0003 Page 11 of 12 WELD COUNTY: BY: C 0 0 U� 6 NO3 B 0 rat_ i Nli`o� as T M dmi- coo• (� N o mr-le� Irl.� 44eSEN PROPERTY OR: J-2 Contracting Co. By: Name: ef�/Lz5 Leaves Title: pia- sl ,E.Nr STATE OF COLORADO County of Weld Date: ///,/ Zd SS. The foregoing instrument was acknowledged before me this f_ day of dhceihyAyt J Notary Public ATTEST: d4trAvti v• JeL•f1 BOARD OF COUNTY COMMISSIONERS Weld C ► n ; lerk to the B.. rd WELD COUNTY, COLORADO ve Morenb, Chair Deputy Cle ' to t e Bo FEB 0 8 2021 DPG Farms, LLC and Calvin Goza c/o J-2 Contracting Company — USR 19-0071 - OFFSIA20-0003 Page 12 of 12 �o�/-o`�o`� Exhibit A USR 19-007 a.6, by pitattc &p0 OPG SITE - WELD COUNIYPARKIMAY ENTRANCE SUMMARY OF APPROXIMATE' QUANTITIES liSniCigebo-71 Dr* Prar 17A/geuvvoy P..,AITTLANCEe 4u)(i LIAR DeS16-itti . UNIT . PLAN _ 2019 CDOT Unit Cost 2019 CDOT Ext Cost Notes ITEM CODE i i CONTRACT ITEM 201-00001 Clearing & Grubing ACRE 2.3 $ 7,899.17 $ 17,813.93 i 202-00027 Removal of Riprap SY 25.0 $ I t i 28.23 $ 705.75 202-00035 Removal of Pipe 4 LF 319.0 $ i, +0 vie 37.51 $ 11,964.56 202-00037 Removal of End Section EACH 6.0 $ 338.64 $ 2,031.84 202-0016$ Removal of Wall (Concrete Wing Wall) LS 2.0 $ 3,,500.00 $ LtPW 7 7,000.00 No CDOT Data J-2 Estimate 202-00210 Removal of Concrete Pavement (11" thick) SY 3,604.0 $ V 25.71 $ z 92,658.84 r 202-00220 Removal of Asphalt Mat (9" thick) SY 610./ $ I 8.51 $ 5,196.63 202-00250 Removal of Pavement Marking r SF 3,794.0 fr $ CoPert 0.66 $ 2,504.04 202-00710 Removal of Power Pole EACH 1.0, $ j1; 79O 2,500.00 $ 2,500.00 No CDOT Data 1-2 Estimate 202-00950 Removal of Concrete Foundation and Slab (Concrete Apron) SY 143.0 $ 7 25.71 i $ 3,676.53 202-01000 Removal of Fence LF fr 413.0` 1 1. _ $ Ci .4CD() wt` 0.90 $ 371.70 202-01130 Removal of Guardrail Type 3 LF 464.0 $ G 3.78 $ 1,753.92 202-04002 Clean Culvert EACH 4.0 $ 1 1,289.67 $ 5,158.68 203-00010 Unclassified Excavation (Complete in Place) CY 2,194.0 . $ A 14.90 I $ 32,690.60 203-00050 Unsuitable Material CY 219.4 $ V 22.71 $ 4,982.57 10% of EW Quantity 203-01594 Combination Loader Hour 40.0 $ SP 127.55 $ 5,102.00 207-00205 Topsoil CY 1,568.0 $ +k, 9.41 $ 14, 754.88 207-00210 Stockpile Topsoil CY 1,568.0 $ 1 6.30 $ 9,878.40 208-00002 Erosion Log Type 1 (12 inch) r LF 240.0 $ 4r47 5.35 $ 1,284.00 208 00004 Silt Berm LF 500.0 $ 5.00 $ 2,500.00 No CDOT Data J-2 Estimate 208-00070 Vehicle Tracking Pad EACH 4.0 $ i 3,016.65 $ 12,066.60 208-00071 Maintenance Aggregate (Vehicle Tracking Pad) CY 20.0 $ _4( 71.60 $ 1,432.00 208-00103 Removal and Disposal of Sediment (Labor) Hour 80.0 $ 57.79 $ 4,623.20 208-00105 Removal and Disposal of Sediment (Equipment) Hour r 40.0 $ y'' 120.70 $ 4,828.00 208-00106 Sweeping (Sediment Removal) Hour - 40.0 $ 4/ 154.45 $ 6,178.00 _ 208-00107 Removal of Trash Hour 40.0_ 5 i / 91.75 $ 3,670.00 208-00207 Erosion Control Management (ECM) Day 120.0 $ iti, 253.37 $ 30,404.40 210-00810 Reset Ground Sign EACH 12.0 $ 1 354.29 $ 4,251.48 210-01000 Reset Fence LF 496.0 4 $ iii. 35.67 $ 17,692.32 210-01130 Reset Guardrail Type 3 LF 464.0 $ 40.13 4,$ 18,620.32 212-00006 Seeding (Native) A ACRE 3.1 $ s 690.27 $ 2,139.84 ,212-00032 Soil Conditioning ACRE 3.1 $ 4 2,695.29 $ 8,355.40 213-00004 Mulching (Weed Free Straw) ACRE 3.1 $ d � 797.00 $ 2,470.70 213-00061 Mulch Tackifier LB 623.0 $ """ 1,607.34 304-06000 Aggregate Base Course (Class 6) 4 TON 2,447.0 ale �. t � 22.69 $7 55,522.43 1 Cprisil/103-33811 Hot Bituminous pavement (Grading S) (100) (PG64-22 TON 491.0 � $ 33,633.50 $ 68.50 403-34851 Hot Bituminous pavement p (Grading SX) (100} (PG64-28) TON 294.0 $ � 9$.04 $ 28,823.76 , 412-01100 Concrete Pavement inch 11 ( ) SY 7763.0 $ Gpeif "Log 68.97 $ 535.414.11 4-71hf‘ 9 412-10000 Sawing Concrete Pavement (1' wide) LF y 3,890.0 $ ' � 3.00 $ 11,670.00 I ` No CDOT Data J-2 Estimate 506-00005 Riprap SY 25.0 $ If 84.49 $ 2,111.41 506-01020 Geogrid Reinforcement SY 7,009.0 $ 2.54 $ 17,802.86 601-03020 - Concrete Class D (Miscellaneous)(Apron) CY 22.0 _ $ � 1,005.24 $ 22,115.28 ' 4683538 Pages: 13 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO VIII � K illiCitlifinrilitlitifilikag I Milk Bill ITEM CODE ► CONTRACT ITEM ► UNIT w PLAN w 2019 CDOT Unit Cost w 2019 CDOT Ext Cost Notes 601-03030 Concrete Class D (Box Culvert) CY 26.0 $1 862.84 $ 22,433.84 , 602-00020 Reinforcing Steel (Epoxy Coated) LB 22,818.0 $ Cr Den' I. 11) �•I 1.00 , $ 22,818.00 603-01245 24 Inch Reinforced Concrete Pipe (Complete in Place) LF 70.8 $ vie 140.25 $ 9,928.30 603-01305 30 Inch Reinforced Concrete Pipe (Complete In Place) LF 116.0 $ ili 213.39 $ 24,753.24 603-02305 38x24 Inch Reinforced Concrete Pipe Elliptical (complete in place) LF 196.0 $ 37,584.96 CDOT 2020 Mid Year Data ;42 dry $ 191,76 603-05030 30 Inch Reinforced Concrete End Section V EACH 2.0 $ 1,601.20 $ 3,202.40 603-05130 38x24 Inch Reinforced Concrete End Section Elliptical EACH 4.0 r. $ 8,800.00 $ 2,200.00 603-72100 Concrete Box Culvert Wingwalls EACH 2.0 $ et, 8,500.00 1 No CDOT Data J-2 Estimate $ 17,000.00 612-00001 Delineator (Type I) (White) EACH 55.0 $ v� 27.75 $ 1,526.25 612-00003 Delineator (Type III) (3 Yellow) J EACH 8.0 $ e44.68 $ 357.44 614-00011 _Sign Panel (Class 1) SF 6.3 $ f;,tb"' 214;; 24.34 $ 153.34 eat 614-00220 Steel Sign Support Square Tubing (2 1/2" by 2 1/2") (Post & Slipbase) EACH 1.0 $,,,_ ._ ,a . 11.00 $ 11.00,CDOT 2020 Mid Year Data R 627-00008 •Modified Epoxy GAL 71.0 $ ♦e 65.80 $ 4,671.80 627-30205 Preformed Thermoplastic Pavement Making (Word Symbol) SF 124.0 $ eStar 1152 21.00 $ 2,604.00 CDOT 2020 Mid Year Data t ilk 627-30210 Preformed Thermoplastic Pavement Making (Stop Line) SF 105.0 $ „ r 11.13 i $ 1,168.65 630-00000 Flagging Hr 300.0 $ Wit' 27.54 $ 8,262.00 630-00007 Traffic Control Inspection Day 120.0 $ v 254.31 $ 30,517.20 630-00012 Traffic Control Management LS 1.0 $ f 913.93 $ 913.93 630-80000 Traffic Control Devices LS 1.0 $ 15,000.00 $ 15,000.00 No CDOT Data J-2 Estimate 630-80372 Concrete Barrier (Temp) Furnish and Install LF 3,100.0 $ 20.00 $ 62,000.00 700-90100 F/A Power Lines FA 1.0 $ 8,000.00 No CDOT Data J-2 Estimate $ 8,000.00 950-00301 Unclassified Fill (Complete in Place) CY 2,734.0 - - $ 14.37 $ 39,287.58 - Mobilization @ 8% 109,676.46 Testing and Construction Engineering@ 5% 68,547.79 Survey @3% Total Cost 4683538 Pages: 14 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO VIII !gal I"i�I�41K��h� NeIII CTVIAIIviuuer.J'til��W� to' s41r1282.674 1, 590, 308.68 Cernas sitass tv et :. *ct -2reto w� GDaT' /4o.4/da 4683538 Pages: 15 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clark and Recorder, Weld County County, CO III POrMil III Activity ID Activity Name Original Start Duration Finish 20"20 December 29 06 13 20 27 January 03 10 WCR 49 Turnlanes A1000 Setup TRC A1010 Install TCB A1020 Removals A1060 Concrete Box Culvert Extension A1030 Unclassified Excavation A1040 Embankment A1050 Drainage Improvments A1070 Aggregate Base Course A1080 Portland Cement Concrete Pavement A1090 Asphalt Bituminous Pavement A1100 Pavement Markings A1110 Cleanup 35 03 -Dec -20 05 -Mar -21 2 03 -Dec -20 4 07 -Dec -20 6 16 -Dec -20 15 16 -Dec -20 4 06 -Jan -21 4 12 -Jan -21 6 22 -Jan -21 3 11 -Feb -21 5 22 -Feb -21 3 26 -Feb -21 1 05 -Mar -21 1 05 -Mar -21 04 -Dec -20 15 -Dec -20 29 -Dec -20 22 -Jan -21 11 -Jan -21 21 -Jan -21 08 -Feb -21 17 -Feb -21 02 -Mar -21 02 -Mar -21 05 -Mar -21 05 -Mar -21 q Setup TRC ►o o n q Install TCB Removals 2021 February 31 07 14 21 fvlarch 07 14 21 28 April May 04 11 18 25 02 Concrete Box Cutve;t Extension -►��+ Unclassified Excavation • c, _ Embankment le, a Drainage Improvments 05 -Mar -21, WCR 49 Turnlanes Aggregate Bose Course `►*�---^--� Portland Cement Concrete Pavement sphalt Bituminous Pavement avement Markings leanup a --4-r• ACCEPTED BY PUBLIC WORKS NOVEMBER 12, 2020 Exhibit B ust 19-007 I f� Remaining Level of Effort amen Actual WBS Summary min= Actual Level of Effort a —gm Remaining WBS Summary Actual Work c, Remaining Work Page 1 of 1 TASK filter All Activities ® Oracle Corporation 4683538 Pages: 16 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO II !Palk PLINIO niary i OWNER J-2 CONTRACTING Exhibit C USR 1 y-0071 DPG Site - Weld County Parkway Entrance - USR 19.0071 J-2 Contracting Company 105 Coronado Ct., Unit A-101 Fort Collins, CO 80525 ENGINEER ST Consulting, Inc. J C York 305 Denver Ave., Ste. D Fort Lupton, CO 80621 303-857-6222 cox: 303-857-6224 SURVEYOR American West Land Surveying Co. 331 South 4th Avenue P.O. Box 129 Brighton, CO 80601 303-659-1532 GEOTECHNICAL/SOIL INVESTIGATIONS Cesare, Inc. 7108 S Alton Way, Bldg. B Centennial, CO 80112 303-220-0300 LEGEND: of t G — w r0 ST IRe — —4690— — — — RIGHT-OF-WAY PROPERTY LINE SECTION UNE FENCE UNE OVERHEAD ELECTRIC ONES EXISTING TELEPHONE LINE EXISTING GAS UNE EXISTING WATER LINE EXISTING FIBER OPTIC EXISTING STORM SEWER EXISTING IRRIGATION EXISTING EDGE OF ASPHALT EXISTING CONTOURS ELECTRIC RISER BOX GUY WIRE POWER POLE PROPOSED SHOULDER PROPOSED EDGE OF ASPHALT PROPOSED LANE LINE PROPOSED RIGHT-OF-WAY PROPOSED ROADWAY ALIGNMENT PROPOSED CONTOURS UMITS OF CONSTRUCTION FLOWUNE LOCATED IN TOWNSHIP 5 NORTH, RANGE 65 WEST, 6th P.M. COUNTY of WELD, STATE of COLORADO OCTOBER, 2020 HOLLY AVE SITE ,. VICINITY MAP '/4k Ikltt HORIZONTAL CONTROL SCALE 1" - 4000 PROJECT CONTROL COORDINAT1 ;ABLE PT / NORTHING FASTING _ ELEVATION DESCRIPTION 1812 1889 1965 1989 2589 1395265.08 1395424.47 1395501.93 1395252.89 1393647.80 3245638.40 3245063.51 3244946.97 3244822.01 3246205.53 4610.86 4611.74 4612.20 4612.68 4817.58 5/8" REBAR WITH 2- ALUMINUM CAP, PLS 37971 5/8" REBAR WITH 2" ALUMINUM CAP, PLS 37971 5/8" REBAR WITH 2" ALUMINUM CAP, PLS 37971 5/8" REBAR van 2" ALUMINUM CAP, PLS 37971 5/8" REBAR WITH RED PLASTIC CAP "FARNSWORTH CONTROL POINT' HORIZONTAL COORDINATES ARE BASED UPON THE COLORADO STATE PLANE COORDINATE SYSTEM, NORTH ZONE (0501) AND HAVE BEEN MODIFIED TO GROUND AROUND 0 N, 0 E BY A COMBINED FACTOR OF 0.999743333 OR 1.000256733. ELEVATIONS SHOWN HEREON ARE BASED UPON STATIC GPS OBSERVATIONS POST PROCESSED THROUGH THE JAVAD DATA PROCESSING ONLINE SERVICE (DPOS) RESULTING IN CONTROL POINT N0. 1812 HAVING AN ELEVATION OF 4610.86 NAVD 88 (GEOID 12A) SHEET INDEX 1 2 3 4 5 6 7.11 12.15 17.21 22 23 24.28 Cover Sheet Standard Plans List General Notes Summary of Quantities Survey Tabulation Survey Control Plan Demolition Plan Parkway Right Of Way & Easement Plan Weld County Parkway Horizontal Control Typical Road Section Tabulation of Roadway Quantities Weld County Parkway Roadway Plan & Profile 29 South Access Drive Plan & Profile 30 Intersection Detail Parkway, 18th St & Holly Ave 31.47 Weld County Parkway Cross -Sections 48 S. Platte River Overflow Box Culvert Extension 49 S. Platte River Overflow Box Culvert Extension Details 50 E. 18th Street Plan & Profile 51.52 53.55 56-60 61.66 67.71 72 73.76 78-82 83-87 88.92 Holly Ave Plan & Profile Storm Sewer Plan & Profile Grading, Drainage & Erosion Control Plans Storm Water Management Plan Parkway Signage & Striping Plan Holly Ave Signage & Striping Plan Traffic Control Plan & Phasing Plans Utility Plan Subsurface Utility Engineering Plans Jointing Plans Attachments Utility Information CDOT M&S Standard Plans Engineer's Certification I hereby certify that these plans for the construction of the DPG Site - Weld County Parkway Entronce Improvements were prepared by me or under my direct supervision for J-2 Contracting Company. James C. York, P.E. Colorado Registration No. 36846 Z 175 H Z V O IAN ea W N o r: N N i m u u N Q - c c V e i a' O ` § a '4 Y t 3 n a Y4 Z a LL M n` Z.% 3 0 a 3 r+ in a c Cover Sheet J-2 Contracting Company 6 z e3 o R. t r I w REVISIONS 0 8 LJ L u 1(2 -y FP �s d - U U b m U fn n to CS n r 1 8 a n N 0 N z N n ",,,.,,,,,iii ill„ �.��,,�0 ,�0FFG�s!ay a d''r� ""'•'• �� r\.(r C tr 3s�46 • Ci • ‘,„.1.711:� ry,,r S iOr'Anat.....`-nou�• Jar e Data o•.v11i es WSS Dinmmdev TPY (moat t it JOY F+. JT•Pancisey Cover dwfl Scar As Shove, 07-31-2C Sheet: of 1 92 4683'338 Pages: 17 of 107 02/17/2021 02:02 PM R Fee:$0,00 Carly Koppel, Clerk and Recorder, Weld County County, CO 1111 igillatUIVIN ndards Plans List, 12/820201:06:02 PM gs\Pian Sheets \Weld County Parkway\JT-Parkway Std P 8118114 DPG Mining Site \D PLAN M STANDARD PAGE NUMBER TITLE NUMBER 0 M-100-1 STANDARD SYMBOLS (3 SHEETS) 1-3 O M-100-2 ACRONYMS AND ABBREVIATIONS (4 SHEETS) 4-7 0 M-203-1 APPROACH ROADS 0 M-203-2 DITCH TYPES 0 M-203-11 SUPERELEVATION CROWNED AND .,10-12 DIVIDED HIGHWAYS (3 SHEETS) N I M-203-12 SUPERELEVATION STREETS (2 SHEETS) 13-14 I• M-206-1 EXCAVATION AND BACKFILL FOR STRUCTURES 15-16 (2 SHEETS) 0 M-206-2 EXCAVATION AND BACKFILL FOR BRIDGES (2 SHEETS) 17-18 MI M-208-1 TEMPORARY EROSION CONTROL (11 SHEETS) 19-29 0 M-210-1 MAILBOX SUPPORTS (2 SHEETS) 30-31 CI M-214-1 NURSERY STOCK DETAILS 32 0 M-216-1 SOIL RETENTION COVERING (2 SHEETS) 33-34 MI M-412-1 CONCRETE PAVEMENT JOINTS (5 SHEETS) 35-39 0 M-412-2 CONCRETE PAVEMENT CRACK REPAIR (4 SHEETS) (Nat /SSUED ON OCTOBER 7, 2019) I= M-510-1 STRUCTURAL PLATE PIPE H-20 LOADING 40 MI M-601-1 SINGLE CONCRETE BOX CULVERT (CAST -IN -PLACE) 41-42 (2 SHEETS) 0 M-601-2 DOUBLE CONCRETE BOX CULVERT (CAST -IN -PLACE) 43-44 (2 SHEETS) O M-601-3 TRIPLE CONCRETE BOX CULVERT (CAST -IN -PLACE) 45-46 (2 SHEETS) MI M-601-10 HEADWALL FOR PIPES 47 0 M-601-11 TYPE "S" SADDLE HEADWALLS FOR PIPE 48 MI M-601-12 HEADWALLS .AND PIPE OUTLET PAVING 49 MI M-601-20 WINGWALLS FOR PIPE OR BOX CULVERTS (2 SHEETS) ... 50-51 0 M-603-1 METAL PIPE (4 SHEETS) 52-55 MI M-603-2 REINFORCED CONCRETE PIPE 56 O M-603-3 PRECAST CONCRETE BOX CULVERT 57 (REVISED ON SEPTEMBER 10, 2020) 0 M-603-4 CORRUGATED POLYETHYLENE PIPE (AASHTO M294). 58 AND POLYPROPYLENE PIPE (AASHTO M330) 0 M-603-5 POLYVINYL CHLORIDE (PVC) PIPE (AASHTO M304) 59 O M-603-6 STEEL REINFORCED POLYETHYLENE 60 RIBBED PIPE (AASHTO MP 20) 0 M-603-10 CONCRETE AND METAL END SECTIONS 61 0 M-603-12 TRAVERSABLE END SECTIONS AND SAFETY GRATES 62-64 (3 SHEETS) C7 M-604-10 INLET, TYPE C 65 0 M-604-11 INLET, TYPE D 66 0 M-604-12 CURB INLET TYPE R (2 SHEETS) 67-68 0 M-604-13 CONCRETE INLET TYPE 13 69 O M-604-20 MANHOLES (3 SHEETS) 70-72 0 M-604-25 VANE GRATE INLET (5 SHEETS) 73-77 0 M-605-1 SUBSURFACE DRAINS 78 8 9 PLAN M STANDARD PAGE NUMBER TITLE NUMBER MI M-606-1 MIDWEST GUARDRAIL SYSTEM TYPE 3 W -BEAM 79-97 31 INCHES (19 SHEETS) (REVISED ON MARCH 5, 2020) 0 M-606-13 GUARDRAIL TYPE 7 F -SHAPE BARRIER (4 SHEET'S) .......-98-101 • M-606-14 PRECAST TYPE 7 CONCRETE BARRIER (4 SHEETS)'�Sm� (REVISED ON AUGUST 27, 20201 O M-606-15 GUARDRAIL TYPE 9 SINGLE SLOPE BARRIER 105-115 (11 SHEETS) (REVISED ON MARCH 5, 20201 M-607-1 WIRE FENCES AND GATES (3 SHEETS) 116-118 0 M-607-2 CHAIN LINK FENCE (3 SHEETS) 119-121 0 M-607-3 BARRIER FENCE 122 0 M-607-4 DEER FENCE, GATES, AND GAME RAMPS (7 SHEETS) 123 127 (REVISED ON ✓UL Y 73, 20201 0 M-607-10 PICKET SNOW FENCE 128 0 M-607-15 ROAD CLOSURE GATE (9 SHEETS) 129-137 0 M-608-1 CURB RAMPS (10 SHEETS) 138-147 0 M-609-1 CURBS, GUTTERS, AND SIDEWALKS (4 SHEETS) 148-151 C7 M-611-1 CATTLE GUARD (2 SHEETS) 152-153 0 M-611-2 DEER GUARD (2 SHEETS) 754-155 0 M-614-1 RUMBLE STRIPS (3 SHEETS) 156-158 0 M-614-2 SAND BARREL ARRAYS (2 SHEETS) 159-160 0 M-615-1 EMBANKMENT PROTECTOR TYPE 3 161 0 M-615-2 EMBANKMENT PROTECTOR TYPE 5 162 0 M-616-1 INVERTED SIPHON 163 0 M-620-1 FIELD LABORATORY CLASS 1 164 0 M-620-2 FIELD LABORATORY CLASS 2 (2 SHEETS) 165-166 MI M-620-11 FIELD OFFICE CLASS 1 167 0 M-620-12 FIELD OFFICE CLASS 2 168 0 M-629-1 SURVEY MONUMENTS (2 SHEETS) 169-170 COLORADO DEPARTMENT OF TRANSPORTATION M&S STANDARDS PLANS LIST July 31, 2019 Revised on September 30, 2020 ALL OF THE M&S STANDARD PLANS, AS SUPPLEMENTED AND REVISED, APPLY TO THIS PROJECT WHEN USED BY DESIGNATED PAY ITEM OR SUBSIDIARY ITEM. 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 S STANDARD PAGE NUMBER TITLE NUMBER S-612-1 DELINEATOR INSTALLATIONS (8 SHEETS) 171-178 S-613-1 ROADWAY LIGHTING (6 SHEETS) (REVISED ON SEPTEMBER 30, 2020) 0 5-613-2 ALTERNATIVE ROADWAY LIGHTING (4 SHEETS) (NEW, /SSUED ON SEPTEMBER 30, 20201 IN S-614-1 GROUND SIGN PLACEMENT (2 SHEETS) 187-188 NI S-614-2 CLASS I SIGNS 189 C7 S-614-3 CLASS II SIGNS 190 0 S-614-4 CLASS III SIGNS (3 SHEETS) 191-193 0 5-614-5 BREAK -AWAY SIGN SUPPORT DETAILS 194-195 FOR CLASS III SIGNS (2 SHEETS) O S-614-6 CONCRETE FOOTINGS AND SIGN ISLANDS 196-197 FOR CLASS III SIGNS (2 SHEETS) 5-614-8 TUBULAR STEEL SIGN SUPPORT DETAILS (7 SHEETS) 198-204 S C11 0 PEDESTRIAN PUSH BUTTON POST AS_^,EMDLY (2 SHEETS) 205 206 (SUPERSEDED ON JANUARY 24 2020 BY S-674-451 0 S-614-10 MARKER ASSEMBLY INSTALLATIONS 207 0 S-614-17 MILEPOST SIGN DETAIL FOR HIGH SNOW AREAS 208 0 S-614-12 STRUCTURE NUMBER INSTALLATION (2 SHEETS) 209-210 0 S-614-14 FLASHING BEACON AND SIGN INSTALLATIONS (4 SHEETS) 211-214 0 S-614-20 TYPICAL POLE MOUNT SIGN INSTALLATIONS 215 O S-614-21 CONCRETE BARRIER SIGN POST INSTALLATIONS 216-217 (2 SHEETS) (REVISED ON SEPTEMBER 21, 20201 0 S-614-22 TYPICAL MULTI SIGN INSTALLATIONS 218 0 S-614-40 TYPICAL TRAFFIC SIGNAL 30'-75' DOUBLE MAST ARMS ....219-223 65'-75' SINGLE MAST ARMS (5 SHEETS) 0 S -614-40A ALTERNATIVE TRAFFIC SIGNAL 224-227 25'-55' SINGLE MAST ARMS (4 SHEETS) 0 5-614-41 TEMPORARY SPAN WIRE SIGNALS (13 SHEETS) 228-240 0 S-614-42 CABINET FOUNDATION DETAIL (4 SHEETS) 241-244 C7 S-614-43 TRAFFIC LOOP AND MISCELLANEOUS SIGNAL DETAILS 245-252 (8 SHEETS) 0 S-614-44 PEDESTAL POLE SIGNALS (2 SHEETS) 253-254 0 S-614-45 PEDESTRIAN PUSH BUTTON POST ASSEMBLY DETAILS (NEW, /SSUED ON JANUARY 23, 2020) 0 S-614-50 STATIC SIGN MONOTUBE STRUCTURES (12 SHEETS) 255-266 0 S-614-60 DYNAMIC SIGN MONOTUBE STRUCTURES (14 SHEETS) 267-280 • S-627-1 PAVEMENT MARKINGS (9 SHEETS) 281-289 (REVISED ON APR/L 17, 2020) • S-630-1 TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION 290-313 (24 SHEETS) MI S-630-2 BARRICADES, DRUMS, CONCRETE BARRIERS (TEMP) 314 AND VERTICAL PANELS 0 S-630-3 FLASHING BEACON (PORTABLE) DETAILS 315 0 S-630-4 STEEL SIGN SUPPORT (TEMPORARY) INSTALLATION 316-317 DETAILS (2 SHEETS) 0 S-630-5 PORTABLE RUMBLE STRIPS (TEMPORARY) (2 SHEETS) 318-319 0 S-630-6 EMERGENCY PULL -OFF AREA (TEMPORARY) 320 0 S-630-7 ROLLING ROADBLOCKS FOR TRAFFIC CONTROL 321-323 (3 SHEETS) � d a A 77,"-z W 3q 02 W r. 0 6 Standards Plans. Lis cting Company WSS caaawaa ay PY camft C ru. JT-Padrvey SYd Plen.dvp As Showi Sheet: 2a 92 4683538 Pages: 18 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO \Plan Sheets1Weld County Parkway WT -P P118114 DPG Mining Site \D GENERAL NOTES 1. THESE PREMISES ARE SUBJECT TO Al, AND ALL EASEMENTS, RIGHTS OF WAY, VARIANCES AND OR AGREEMENTS AS OF RECORD MAY APPEAR. 2. THE SURVEY WAS CONDUCTED DURING THE MONTH OF MAY, 2020. 3. ELEVATIONS PROVIDED ON THESE DOCUMENTS WERE BASED ON ELEVATIONS PROVIDED BY AMERICAN WEST LAND SURVEYING, CO. VERIFY SITE ELEVATIONS PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS RELATED TO CONSTRUCTION SURVEY STAKING. THE CONTRACTOR IS REQUIRED TO SUBCONTRACT A PROFESSIONAL LAND SURVEYOR CONSULTANT FOR CONSTRUCTION STAKING. 5. ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE COOT 'STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", WELD COUNTY REVISIONS. TO THE CDOT SPECIFICATIONS (SPECIAL PROVISIONS), "M&S STANDARDS" AND "FIELDS MATERIALS MANUAL', UN.SS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS. IF ANY SPECIFICATION CONRICTS WFH ANOTHER SPECIFICATION, THE MOST STRINGENT SHALL APPLY AS DETERMINED BY WELD COUNTY. 6. THE UTILITIES SHOWN ON THE PLANS HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CALL THE UTILITY NOTIFICATION CENTER OF COLORADO AT B11 AT LEAST THREE (3) WORKING DAYS NOT INCLUDING THE DAY OF NOTICE, PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL COOPERATE AND COORDINATE ALL WORK WITH ANY AFFECTED LAU, COMPANY OR AGENCY. POTHOLES OF LMLITIES SHALL BE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INCLUDED IN THE WORK. CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATION WORK REQUIRED BY THE PROJECT WITH THE RESPECTIVE UTILITY COMPANIES AND THEIR CONTRACTORS. 7. THIS PROJECT MUST COMPLY WITH ASCE 38'(MALIN LEVEL B. 6. NO VARIANCE FROM THE PLANS SHALL BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY THE COUNTY. 9. ALL PHASES OF WORK SHALL BE INSPECTED AND APPROVED BY THE COUNTY. 10. ALL TRAFFIC CONTROL SHALL CONFORM TO THE APPLICABLE REGULATION SET FORTH IN THE MUTCD. 11. ALL OPERATIONS SHALL CONFORM TO THE APPLICABLE REGULATIONS SET FORTH BY THE ICC AND OSHA. 12. THESE CONSTRUCTION PLANS ARE TO BE USED IN CONJUNCTION WITH THE GEOTECHNICAL ENGINEERING REPORT "PAVEMENT SECTION THICKNESS DESIGN" PREPARED BY CESARE, INC. DATED MAY 5. 2020. THIS REPORT SHALL BE SUBMITTED FOR REVIEW AND ACCEPTED. 13. THE CONTRACTOR SHALL REGULARLY PATROL THE PUBLIC LANDS ADJACENT TO THE PROJECT, REMOVE CONSTRUCTION DEBRIS, TRASH, DUMPED MATERIALS, AND KEEP AREAS CLEAN AND SAFE. 14. THE CONTRACTOR IS RESPONSIBLE FOR DEVELOPING AND IMPLEMENTING A SEQUENCE AND SCHEDULE FOR COMPLETION OF THE WORK IN ACCORDANCE WITH APPLICABLE PROVISIONS OF THE CONTRACT DOCUMENTS. 15. READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION DETAILS FOR THIS RELATED WORK PRIOR TO CONSTRUCTION. 16. CONTRACTOR SHALL PROVIDE AS -BUILT DRAWINGS OF ENTIRE PROJECT, AS SPECIFIED, UPON FINAL COMPLETION OF PROJECT AS -BUILT DRAWINGS SHALL FOLLOW THE COOT SURVEY MANUAL. 17. CONTRACTOR ENAM" NOT LEAVE A VERTICAL EDGE NEXT TO TRAVELED WAY DURING OONSTRUOTION. ALL SLOPES SHALL NOT BE LESS THAN 3:1 DEV). 18. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY PAVEMENT FAILURES CAUSED BY CONTRACTOR'S CONSTRUCTION. THIS WORK SHALL NOT BE PAD FOR SEPARATELY BUT SHALL BE INCIDENTAL TO THE WORK. 19. CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY FROM DAMAGE. ALL DAMAGE CAUSED BY THE CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE WHIN 48 HOURS OF NOTIFICATION. 20. THE CONTRACTOR IS REQUIRED TO KEEP ALL EXISTING AND NEW DRAINAGE STRUCNRES. AND FEATURES FUNCTIONAL AND MAINTAIN ADEQUATE DRAINAGE THROUGH THE CONSTRUCTION AREA AT ALL TIMES DURING THE CONSTRUCTION. 21. ALL REINFORCED CONCRETE PIPE (RCP) SHALL BE A MINIMUM OF STRENGTH CLASS III UNLESS NOTED, RUBBER GASKETS SHALL BE USED FOR ALL RERNFORCED CONCRETE PIPE JOINTS IN ACCORDANCE WITH ASTM C443. 22. FOR PRELIMINARY PLAN QUANTITIES OF PAVEMENT MATERIALS, THE FOLLOWING RATES OF APPLICATION WERE USED: TACK COAT DILUTED EMULSIFIED ASPHALT (SLOW SETTING). 0.10 GAL/SY (DILUTED) HOT MIX ASPHALT 147 LBS. PER CU. FT. AGGREGATE BASE COURSE 135 LBS. PER CU. FT. PORTLAND CEMENT (TYPE II) 94 LOS- PER CU. FT. DILUTED EMULSIFIED ASPHALT FOR TACK COAT SHALL CONSIST OF 1 PART EMULSIFIED ...ALT AND 1 PART WATER. THIS WILL NOT BE PAID FOR SEPARATELY AND IS INCLUDED IN THE COST FOR ITEM 403, HOT BITUMINOUS PAVEMENT. 23. THE FOLLOWING SHALL BE FURNISHED WEN EACH ASPHALT PAVER: A SKI TYPE DEVICE AT LEAST 30 FEET IN (50 FEET IN LENGTH FOR FINAL LIFT), A SHORT SKI SHOE, AND 1500 FEET OF CONTROL UNE AND STAKES. 24. ANY LAYER OF ASPHALT PAVEMENT THAT IS TO HAVE A SUCCEEDING LAYER PLACED THEREON SHALL BE COMPLETED FULL WIDTH BEFORE THE SUCCEEDING LAYER IS PLACED. A TACK COT IS REQUIRED PRIOR TO THE PLACEMENT OF EACH UFT OF HMA. ROADWAY TO BE SWEPT CLEAN PRIOR TO THE APPLICATION OF THE TACK COAT. 25. WHERE PAVEMENT IS TO ABUT EXISTING PAVEMENT, THE EXISTING PAVEMENT SHALL BE REMOVED TO A NEAT VERTICAL LINE, USING A SAW OR OTHER METHOD AS APPROVED BY WELD COUNTY. CONTRACTOR TO MILL A 2' STRIP INTO EXISRNC .ASPHALT. TO PROVIDE AN OVERLAP IN THE FINAL PAVEMENT LAYER. THERE SHALL SE NO SEPARATE PAYMENT FOR SAW CUTTING AND MIWNG. THE CONTRACTOR WILL ALSO BE REQUIRED TO PAINT THE EDGE WITH OILUTE9 EMULSIFIED ASPHALT (SLOW SETTING). PRIOR TO PAVING OPERATIONS. THE RATE OF APPLICATION SHALL BE AS DETERMINED BY THE ENGINEER AT THE TIME OF APPLICATION. 26. WATER SHALL BE USED AS A OUST PALLIATIVE AS DIRECTED BY THE ENGINEER. ASSUME TWO DAILY WATERINGS FOR THE DURATION OF THE PROJECT. LOCATIONS SHALL BE AB DIRECTED. COST FOR DUST PALLIATIVE SHALL NOT BE MEASURED AND PAID FOR SEPARATELY, BUT SHALL BE CONSIDERED INCIDENTAL TO THE WORK. 27. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS WITHIN THE UM. OF DISTURBANCE AND/OR TOES OF SLOPE AS SHOWN ON THE PLANS AND CROSS SECTIONS. ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE RESTORED TO ORIGINAL CONDTIONS BY THE CONTRACTOR AT HIS/HER OWN EXPENSE CONSTRUCTION ACTIVITIES, IN ADDITION TO NORMAL CONSTRUCTION PROCEDURES SHALL INCLUDE THE PARKING OF VEHICLE OR EQUIPMENT. DISPOSAL OF LITTER AND ANY OTHER ACTION WHICH WOULD ALTER EXISTING CONDTIONS. 28. THE CONTRACTOR SHALL MAINTAIN ACCESS TO AFFECTED PROPERTY OWNERS AT ALL TIMES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE PROJECT. 29. THE CONTRACTOR SHALL MASK ALL SIGNS CONFLICTING WITH CONSTRUCTION SIGNING. THE MASKING OF SIGNS WILL NOT BE MEASURED AND PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE COST OF THE WORK, 30. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING .ALL NECESSARY PERMITS FOR ALL APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT UNITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA PUBLICATION 2226, EXCAVATING AND TRENCHING. 32. THE CONTRACTOR SHALL HAVE, ON SITE AT ALL TIMES, ONE (1) COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB. 33. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR HALL CONTACT THE ENGINEER IMMEDIATELY. 34.A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS .REQUIRED FOR WATER THAT IS DISCHARGED INTO A STREW. STORM SEWER, CHANNEL, IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATES. 35. THE CONTRACTOR SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR STORM WATER DISCHARGE (CONTACT COLORADO DEPARTMENT OF HEALTH, WATER DUALITY CONTROL DIVISION, (303) 692-3590, THE STORM WATER MANAGEMENT PLAN, AND THE EROSION CONTROL PLAN. TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AS SHOWN ON THE EROSION CONTROL PLAN. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR, UNTIL SUCH TIME PS THE ENTIRE DISTURBED AREAS IS STABILIZED WITH HARD SURFACE OR LANDSCAPING. 36. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH MUT. AND COOT STANDARD FOR TRAFFIC CONTROL S-630-1, TO WELD COUNTY FOR APPROVAL. PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING THE RIGHT-OF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES. EXPECT 2-3 WEEKS OF REVIEW TIME BY WELD COUNTY FOR APPROVAL. 32. ALL REMOVED ITEMS BECOME THE PROPERTY OF THE CONTRACTOR TO BE DISPOSED OF OFF- SITE PER FEDERAL, STATE AND LOCAL TAWS UNLESS OTHERWISE NOTED. 30. PROTECT ALL SURVEY MONUMENTS OUTSIDE OF THE CONSTRUCTION LIMITS FROM DAMAGE. IF DAMAGE OCCURS, REPLACEMENT IS AT THE CONTRACTOR'S EXPENSE WITH NO EXTRA COST TO THE PROJECT UNLESS NOTED OTHERWISE. 39. SMOOTHNESS CATEGORY FOR THIS PROJECT IS MRI CATEGORY I. THE CONCRETE PAVEMENT WILL BE ACCEPTED BY THE WELD COUNTY PROJECT SPECIFICATIONS. 40. CONCRETE SHALL BE DESIGNED FOR LOW SULFATE EXPOSURE IN ACCORDANCE WITH THE PROVISIONS OF THE ACI DESIGN MANUAL, SECTION 318, CHAPTER 4 (REFERENCE GEOTECHNICAL ENGINEERING REPORT, "PAVEMENT SECTION THICKNESS DESIGN", PREPARED BY CESARE, INC„ DATED MAY 6, 2020) 41. CONTRACTOR SHALL SUBMIT AN H. LONGITUDINAL JOINT AND PAVEMENT MARKING PLAN THREE (3) DAYS PRIOR TO THE PRE -PAVING CONFERENCE (CDOT SSRBC 2012, SEC. 401.16). 42. WELD COUNTY MAY SAMPLE 64-22 S(100) HMA FOR PROJECT LEVEL TESTING. CONTRACTOR WILL PROVIDE A HMA °UAL. PLAN INCLUDING METHOD STATEMENTS FOR PLACEMENT, COMPACTION AND TESTING OF THE KMA FOR THIS PROJECT. 43. THE CONTRACTOR SHALL ADDRESS LOCAL CONSTRUCTION ORANAGE DURING CONSTRUCTION. THIS SHALL NOT BE PAID FOR SEPARATELY BY SHALL BE CONSIDERED INCIDENTAL TO THE WORK. 44. REMOVAL OF SEDIMENT FROM EXISTING PIPES AND CULVER. SHALL NOT BE PAID FOR SEPARATELY BUT SHALL BE CONSIDERED AS PART OF THE CLEARING AND GRUBBING PAY ITEM. 45. AFTER ROADWAY CONSTRUCTION IS COMPLETED, TYPE 1 DELINEATORS SHALL BE PLACED OF BOTH SIDES OF ALL CURVES IN ACCORDANCE WITH THE WELD COUNTY PROJECT SPEC. REVISIONS (SECTION 612). DELINEATORS SHALL BE CARSONITE AND SHALL BE GREEN IN COLOR WITH YELLOW REFLECTIVE MARKERS. 46. TYPE 2 DELINEATORS SHALL BE PLACED AT ALL CULVERT CROSSINGS IN ACCORDANCE WITH THE WELD COUNTY PROJECT SPECIAL REVISIONS (612) AND THE LATEST EDITION OF THE WITCO. DELINEATORS SHALL BE CARSONITE AND SHALL BE WHITE IN COLOR WITH YELLOW REFLECTIVE MARKERS. 47. TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AS SHOWN ON THE EROSION CONTROL PLANS. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREA HAS BEEN STABILIZED WITH HARD SURFACE OR LANDSCAPING. CONCRETE PAVEMENT NOTES 1. THE CONTRACTOR SHALL VIDEOTAPE THE EXISTING CONDITIONS BEFORE CONSTRUCTION AND PROVIDE A COPY TO THE ENGINEER. 2. ALL MANHOLE RIMS, VALVE BOXES, AND COVERS SHALL BE SET 1/4 INCH BELOW THE ADJACENT PAVEMENT SURFACE AND SHALL MATCH THE LONGITUDINAL AND TRANSVERSE SLOPE OF THE STREET PAVEMENT. 3. PORTLAND CEMENT CONCRETE PAVEMENT (PCCP) WILL MEET 4500 PSI COMPRESSIVE STRENGTH AND FLEXURAL REQUIREMENTS (650 PSI MIN.) AS IDENTIFIED IN THE MOST CURRENT CDOT STANDARD SPECIFICATIONS FOR ROADWAY AND BRIDGE CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PCCP JOINT DESIGN. THE CONTRACTOR'S JOINT DESIGN SHALL INCLUDE TIED INSIDE AND OUTSIDE SHOULDERS. PCCP JOINT DESIGN WILL COMPLY WITH THE REQUIREMENTS OF, BUT NOT LIMITED TO, THE CDGT M k S STANDARD PLANS, AND THE COOT PAVEMENT DESIGN MANUAL. THE PCCP LONGITUDINAL AND TRANSVERSE JOINT DESIGNS WILL BE COMPATIBLE WITH LANE AND SHOULDER CONFIGURATIONS. CONSTRUCTION WILL NOT COMMENCE UNTIL THE PCCP JOINING PLAN IS ACCEPTED BY WELD COUNTY. 5. THE PCCP PAVEMENT WILL BE TESTED AND ANALYZED USING CORRELATION TESTING. 6. THE PCCP PAVEMENT ACCEPTANCE WILL BE BASED ON COMPRESSIVE STRENGTH. VOIDS, AND THICKNESS. DETERMINATIONS WILL BE MADE BY REFEREE CYINDERS. LOCATIONS OF REFEREE CYLINDERS WILL BE DETERMINED BY WELD COUNTY. 7. LOAD TRANSFER DEVICES FOR THE LANES, AUXILIARY LANES, AND MEDIANS ARE REQUIRED. B. SURFACE FINISH OF CONCRETE PAVEMENT IS REQUIRED WITH THE USE OF DOUBLE BURLAP. 9. ALL DOWELS AND TIE BARS USED ON THE PROJECT TO BE ISA SIMPLEX TIME CAPSULE EPDXY COATED DOWEL BARS WITH CHAMFERED ENDS, AND SHALL BE EPDXY SET INTO EXISTING CONCRETE PAVEMENT. EARTHWORK NOTES 1. ALL FILL TO BE MIN R40 MATERIAL. 2. ABC SHALL BE CLASS 6 WITH A. MINIMUM R VALUE OF 89. 3. ALL FILL MATERIAL SHALL BE BENCHED IN PER SECTION 203.06. 4. TOPSOIL WILL BE TRACKED BY THE CUBIC YARD EXCAVATED, STOCKPILES, AND REDISTR,BUTED. TOPSOIL WILL BE PAO THROUGH THE TOPSOIL SPREAD AND STOCKPILE TOPSOIL LINE ITEMS. PAYMENT WILL BE AS MEASURED IN THE FIELD. UNDER RUNS WILL BE CREDITED TO THE COUNTY AND OVERRUNS SHALL BE PAID AT THE CONTRACT UNIT PRICES, 5. UNSUITABLE MATERIAL ENCOUNTERED SHALL BE EXCAVATED AND FILLED BACK IN USING AGGREGATE BASE COURSE (CLASS 6). UNSUITABLE MATERIAL EXCAVATION SHALL BE TRACKED BY THE AMOUNT OF MATERIAL REMOVED. ALL OTHER WORK REQUIRED TO COMPLETE THE BACKFILLING, COMPACTION, AND STABILIZATION SHALL BE SUBSIDIARY TO THE UNSUITABLE MATERIAL UNE ITEM. PAYMENT WILL BE AS MEASURED IN THE FIELD. INCIDENTAL ITEMS SHALL INCLUDE GEOTEXTILE SEPARATOR, GEOGRIO AND ABC. 6. THE TYPE OF COMPACTION FOR ABC (CLASS 6), INCLUDING GRAVEL SHOULDERS, SHALL BE MSHTO T -1B0 (MODIFIED PROCTOR) AT A MINIMMUM OF 95R OF THE MAXIMUM DRY DENSITY. THE TYPE OF COMPACTION FOR ROADWAY EMBANKMENT AND THE REMAINDER OF THE PROJECT SHALL BE MSHTO T-99 (STANDARD PROCTOR) AT A MINIMUM OF 95R OF THE MAXIMUM DRY DENSITY. 7. THE ABC (CLASS 6) SHPLL HAVE AN R -VALUE GREATER THAN 69. THE ROADWAY EMBANKMENT MATERIAL BELOW THE ABC SHALL HAVE A MINIMUM R -VALUE OF 40. B. EMBANKMENT MATERIAL SHALL HAVE A CLASS 0 POTENTIAL EXPOSURE TO SULPHATE. PROVIDE TEST RESULTS FOR APPROVAL PRIOR TO DEUVERY OF MATERAL TO THE SITE 9. THE GROUND BENEATH THE EMBANKMENT MATERIAL SHALL BE SCARIFIED AND MOISTURE TREATED PRIOR TO THE PLACEMENT OF EMBANKMENT MATERIAL. 10. DEPTH OF MOISTURE DENSITY CONTROL SHALL BE AS FOLLOWS: 1. FULL DEPTH OF EMBANKMENT AND UNCLASSIFIED EXCAVATION FOR ROADWAY 2. BASES OF CUTS - A MINIMUM OF B' DEPTH 3. BASES OF FILLS = A MINIMUM OF 8" DEPTH AFTER TOPSOIL HAS BEEN STRIPPED 4. EXCAVATION REQUIRED FOR COMPACTION OF BASES OF CUTS AND FILLS WILL BE PAID FOR SEPARATELY UNDER ROADWAY RECONDITIONING ANO COMPACTION J-2 Contracting Company u°N O W W 16114 DOT. G TPY CY I. Jra. J.cm .ETNA As Shown Sheet: 011 T 3 4683538 Pages: 19 of 107 02/17/2021 02:02 PM P Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO rdnini iffihiKklilikriA II II m of Duanl. dwg, 4 Summa arkwaNT-Parkway P:\18114 DPG Minin SUMMARY OF APPROXIMATE QUANTITIES F• `d' ° F S o `o 3 U "vr d c m tt; $ LL 3 ~= a r' ITEM CODE CONTRACT ITEM UNIT PLAN 201-00001 Clearing&Grubing SF 113,294 202-00027 Removal of Riprap SY 25 202-00035 Removal of Pipe LF 319 202-00037 Removal of End Section EACH 6 202-00165 Removal of Wall (Concrete Wing Wall) LS 2 202-00210 Removal of Concrete Pavement (11" thick) SY 3,602 202-00220 Removal of Asphalt Mat (9" thick) SY 1,007 202-00250 Removal of PBVemen[ Marking SF 2,278 202-00710 Removal of Power Pole EACH 1 202-00810 Removal of Ground Sign EACH 12 202-00950 Removal of Concrete Foundation and Slab (Concrete Apron) SY 143 202-01000 Removal of Fence LF 713 202-01130 Removal of Guardrail Type 3 LF 464 202-04002 Clean Culvert EACH 4 Z" 0 m 3 A a Va i E ; W a 14 5 2 2 E ® E u 203-00010 Unclassified Excavation (Complete in Place) CY 2,052 203-00050 Unsuitable Material CY 205 203-00066 Embankment Material (Complete In Place) (R40) CY 2,938 203-01594 Combination Loader Hour 40 207-00205 Topsoil CY 1,695 207-00210 Stockpile Topsoil CY 1,695 208-00002 Erosion Log Type 1(12 Inch) LF 240 208.00004 Silt Berm LF 500 208-00070 Vehicle Tracking Pad EACH 4 208-00071 Maintenance Aggregate (Vehicle Tracking Pad) CY 20 208-00103 Removal and Disposal of Sediment (Labor) Hour 80 208.00105 Removal and Disposal of Sediment (Equipment) Hour 40 208-00106 Sweeping (Sediment Removal) Hour 40 C A S E ii O - CR 'la C tm t i •--a� '� O V = N 208-00107 Removal of Trash Hour 40 208-00207 Erosion Control Management (ECM) Day 120 210-01000 Reset Fence LF 713 212-00006 Seeding (Native) ACRE 3.2 212-00032 Soil Conditioning ACRE 3.2 213-00004 Mulching (Weed Free Straw) ACRE 3,2 213-00061 Mulch Tackifier LB 636 30406000 Aggregate Base Course (Class 6) TON 2,487 403-33841 Hot Bituminous pavement(Grading S) (100) (PG64-22) TON 588 403-34851 Hot Bituminous pavement(Grading SX) (100) (PG64-28) TON 291 412-01100 Concrete Pavement(11Inch) SY 7,689 412-02000 Concrete Safety Edge LF 3,679 412-10000 Sawing Concrete Pavement LF 3,880 q 8 E ' E - - ` ` fr 5 " 506-00005 Ri prep -- SY 25 506-01020 Geogrid Reinforcement SY 6,743 601-03020 Concrete Class D(Miscellaneous)(Apron) CY 22 6 01-03 03 0 Concrete Class D(Box Culvert) CY 26 602-00020 ReinforcingS[eel (Epoxy Coated) LB 22,818 603-01245 241nch Reinforced Concrete Pipe (Complete in Place) LF 71 603-01305 301nch Reinforced Concrete Pipe (Complete In Place) LF 116 O 603-02305 38x241nch Reinforced Concrete Pipe Elliptical (complete in place) LF 194 u L S 603-05030 30 Inch Reinforced Concrete End Section EACH 2 603-05130 38x24 Inch Reinforced Concrete End Section Elliptical EACH 4ato V mm 603-72100 Concrete eox Culvert Wingwalls EACH 2 =I g'°«� o -� 606-00302 Guardrail Type 3(311nch Midwest Guardrail System) LF 464 ��rry gg,r 612-00001 Delineator (Type 1)(1Yel low) EACH 55 .n 612-00002 Delineator (Type 2)(3 Yellow) EACH 8 1rw la RE�Sf� :9" R �o `4- 36846 ' G. 'yy,Fsy tzsa�p 614-00011 Sign Panel (Class I) SF 98.25 Z 61400220 Steel Sign Support Square Tubing (21/2" by 21/21 (Post & Sli obese EACH 15 O 627-00008 Modified Epoxy Pavement Marking GAL 27 O 627-01010 Preformed Plastic Pavement Marking Type l(Inlaid) SF 310 627-01010 Preformed Plastic Pavement Marking Type II (Inlaid)(Contfas[) SF 2,018 627-01010 Preformed Plastic Pavement Marking Type ll (Inlaid) SF 100 O 630-00000 Flagging Hr 300 Ila. dA 18114 ar 630-00007 Traffid Control Inspection Day 120 Q onWnny wss 630-00012 Traffic Control Management LS 1 W a�ae Tar Jm 630-80000 Traffic Control Devices LS 1 'aAMw9an rv�P. 630-80372 Concrete Barrier (Temporary) (Furnish and Install) LF 3,100 Au. , mo,ee,p � o.n ot 4 92 700-70170 F/A Pothole Utilities FA 1 VP...Sheet: 7W-90100 F/A Power Lines FA 1 �I 4683538 Pages: 20 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppea, Clerk and Reoorder, Weld County County, CO FIMINAM■IIMINCRIFIN I, NVI.7k1IIIIVA 18114 DPG Mining Site\Drawings\Plan Sheets \Weld County Parkway\JT-Parkway Sum of Duantdwgi 5 Survey Tabulobo v .. '� � o m doe > - ® a a6i G y v c � o " I"+ "' , — r1 Pavements TO ESTABLISH GEOMETRIC CONTROL FOR THE CONSTRUCTION OF THIS - Het Asphalt (section 4037 � Grid r/w Special Interval Special Offset _ Pavement Markin (Section 627) g o Striping (Temp) PROJECT, THE DEPARTMENT HAS PROVIDED THE FOLLOWING INFORMATION; Con � Concrete (Section 412) a — — m Striping (Perm) - Format x o Heating 4 Scarifying Treatment 0 3D Design Modeling Electronic Files _ o Prime Coot, Tack Coat 6 Rejuvenating Agent - -_ - - -_ - - — m Symbols — m Other: Yards m Horizontal Control Plan Sheet (Section 407) Temporary Lighting Construction Control im Vertical Control Plan Sheet — O Sent Coat or Chip Seal (Section 409) a — p and Traffic Bet.. (Section 630) Eli Roadway Alignment Plan Sheet — o Other, _ _ o Signal pole locations and elevations (Temp) to Original Terrain Data _ o Light pole locations and elevations (Temp) Sign Locations o Others — o (Temp) x Specify the information format, ie„ plan sheet, computer disk, computer printout, or other. — m Roadway Elements s, .°: Tangent interval Curve Interval Special Offset — O Other: All Easements (Temp Staking by P.L.S. Only) The Information marked Is either contained on the plans or Is available from the Engineer. _ o Curb and Gutter (Section 609) _ o Drop inlets - " - - - _ — im. Right of Way (Temp Staking by P,L.S. Only) jr e m O $ s _ y a ' cd ~ .w 3 2 ' i n .. m 67 m TYPE OF PROJECT alignment and grades (Section 604) — o Retaining Walls o Landscaping o Major Reconstruction our. Guard Rail (Section 606) Left Center Right WORK PERFORMED BY THE CONTRACTOR'S SURVEYOR UNDER SECTION 629: o Signalizatian w. New Roadway Construction — _ o Sidewalk (Section 60B) Safety Improvement o Interval Interval Interval wi Monunentatian (Section 629) mi to Replace Bridge RmentOverlay Statlaning mAsphalt Overlay O Bridge RWideningeplace — o Other: _ _ _ — _ Control o Concrete Overlay o New Bridge — m Right of Way Minor Widening o Other: _ m Riprap (Perm) (Section 506) — o Land corners, Aliquot corners O Slope nntl Ditch Pavia (Section 5077 — im Easements SURVEY WORK TO BE PERFORMED BY OTHERS: — p g — o Reference the specified existing monuments: xw Replace the specified existing monuments: Minor Structures — to xx o Structure Excavation limits (Section 206) — o Locate monuments. It Is estimated hours are required, WORK PERFORMED BY THE CONTRACTOR'S SURVEYOR UNDER SECTION 6251 = m Culverts (Section 603) NOTE: All 629 items include shall adequate research, calculations, and evaluations _ A complete passing Buse Line report (completed within 6 months prior to the start of the project) — D Culverts w/ Headwalls and Wingwalls (Section 60U of evidence for monuments to be set. An instrument calibration Certification (completed within 6 months prior to the start aF the project)— m Concrete Box Culverts w/ Headwalls and Wingwalls xx A Tabulation of Survey Monuments may be provided on the plans. _ EN Establish and Maintain Project Centerline or Engineer Approved Offset Line(s) — Pipes (Section 603) ma Verification and Maintenance of Horizontal and Vertical Control o Sanitary Sewer GENERAL NOTES, ,. C O eh a g E e O �' U Oa a G a ` • •Stakes 1. Cam' ®, O ti--) N — m Storm Sewer — Verify or Determine existing grades and alignments I. Unless indicated otherwise on this Survey Tabulation Sheet, all survey work and stoking intervals shall — o Verify or Determine existing topography _ o Water be done in occordonce with the latest edition of the COOT Survey Manual. — o Clearing and Grubbing Limits (Section 201) — o Irrigation 2. Ade cote information for establishing lines, — o Removal Limits (Section 202) _ o Miscellaneous 9 9 grades, and locations for all work items have been specified Reset Items (Section 210) O Manholes (Section 604) on the plans. Any additional information required to stoke the item or element shall be generated by — o — Excavation nntl Embankment (Section 203) Slope Staking (Y/N) find (Y/N) e (Y/N) Specal Interval _ the ContContractor'ssurveor. — o inlets (Section 6047 o Permanent Water Qualit BMP (Section 2087 3. The Contractor's surveyor shall provide an estimate of the mon-hours necessary to complete the work y — I� Excavation � Unclassified - - - - — items indicated an this sheet A ca O Other: DY of this sheet, with the estimated mon-hours written on the _ _ o Stripping — Muck — o Rack NE Barrow — o Other: - - - �+ - - - - - - - - - - - - - - - - - - blank line to the left of the specified items, shall be submitted with the Survey Schedule to the o Major Structures - Overhead Signs (Section 614), Concrete Box Culverts, Bridges - Engineer 10 days prior to the Presurvey Conference - Construction Survey, — nntl all other structures assigned ¢ structure number 9 4. and Monuments which ore damaged or destroyed by the progress of construction shall be — o Structure Excavation lints (Section 206) p Concrete Box Culverts (Section 603) w/ Headwalls and Wingwalls (Section 60ll replaced by the Contractor of no odd'tiond cost to the Department — 5. The Coniroclor shall furnish on As Staked (or 30 Desgn Madding Electronic Files) Earthwork Quantity report � Potholing g — o Piling locations and cut off elevations (Section 5027 g p y percent (24 of the planned earthwork in any phase as per the _ o Caisson locations and elevations (Section 503) to the Engineer nor to completion of twenty m Embankment — Site Grading _ Erosion Control (Perm) Of Other: - - - - - - - - - - - - - - _ _ O Footing locations, alignment, and elevations COOT Survey Manuel. A printed copy of the As Stoked (or 30 Design Modeling Electronic Files) Earthwork _ p Abutment/Pier locations, alignment, and elevations 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 crass sections at a moximum 500 feet intervals. — o Wingwall skew angles/offsets — O Structural concrete farm locations 6. Prior to beginning work an any subsequent operation, such os placing base course ar paving, the - a ,o re - - E > � ,° Etl ,y 9E As Staked Earthwork v, _ o Substructure As -constructed survey Contractor shall certify in writing to the Engineer that the final grade is within specified tolerance. — o Quantities required for Bridges (Subsection 601.12) and Overhead signs (S-614-50 (See General Notes) — o Bridge expansion joints) alignment end grade (longitudinal and transverse) 7. The Contractor's surveyor shall perform all field surveying and calculations necessary to tie plan grades — ms Landscaping o Deck grades at Girder 10th or 'n' th point locations and elevations into field grades. - Tap Soil (Section 207) — Co Slope and Ditch Paving (Section 507) B. The Contractor shall coordinate construction staking an the project with any utility work. iim Seeding (Section — o Other: ZJ i — 212) — m Mulching (Section 213) _ mi Fencing (Section 607) 9. F Idbooks shall contain daily retards of points set and or measurements observed. The information recorded Q — o Planting (Section 214) _ o Temporary shall contain: date, crew members names, paint no., description, staking information, and sketches. If the survey — O Herbicide (Section 217) _ = Permanent information is collected electronically, information recorded shall be provided to the Project Engineer in a hard 'wore _ o Other: copy format that is intuitive, clear and related to the supplemental information recorded in the field books. All f, a _ b b m m — O Sound Barrier Erosion Control (Section 208) _ o Other: linear surveys, such as slope stakes and blue tops, shall have the station and offset information related to the v — Of Seeding (Temp) measured information. Nan -linear surveys such os structures stoking shall have sketches relating electronic Z _ o Silt Fence — � Delineators (Section 612) information, such as point numbers, to the sketch. W o Temporary 10. The Contractors surveyor shell submit the following fieldbnoks to the Engineer. •` — o Erosion Bales = Permanent m Horizontal Control (Primary B Secondary) r — Erosion Lags m Vertical Control (i.e. Benchmarks) WO _ NE Riprap (Temp) _ NE Lighting (Section 613) and Traffic Control Devices (Permanent) (Section 614) Property Pin lies _ - Others Vehicle Tracking Mat fl Signal pole locations and elevations ?we A-.-°,4 R r o a m ' 'E'°M Nea''`'e' �:e. ci -' °�`S�`. Bfl46_ ';/�, CevuY{1,7F`` ,„...fL17;'.o'(- " — l� Roadway Hoses Grid (Y/M .Grade (Y%N1 Special Interval Special Offset — win Horizontal Alignment _ o Light le locations and elevations 0""e" O EN Sign locations im Grading ��♦♦ — o Untreated Subgrntle — o Treated Subgrade NE Aggregate Bose Course (Section 304) - a - - - - - - - - - - — � Field verify sign post locations, elevations, and lengths before fabrication. m Slope Staking 0 — o Other: m Minor Structures M — — m Reconditioning _ o DOB - Plant Mix Bituminous Base I= Other- e ' - - - - - - - o Major Structures Yx m.One fleldboak for each work category shown on this sheet ® m Other Fleldbook(s): {V e„w ,8114 O431-20WSS ao.0stlgned 11. The Contractors surveyor sholl submit the following (prior to surveying m the project) to the Engineer. MIAll required Instrument Calibrations hi All control paints shall be removed after final survey and final acceptance of the project. It is not acceptable W far the control points to be driven into the graund.Tneyshall be completely removed = in - — ow.. a4 BY 11,12. 484484464'�° F. are +vwmert Shown At Shown Sheet: 5 ,: s2 4683538 Pages: 21 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO a 8 0 o�v a3 a a 0 U iv c a_ U z tn ari a. O U obi t c m co '9 v/ co C C a {n a III 11111 i # 1965'-- . •, 1� •-\ PARKWAY STA 127401.87 I E 18TH ST STA 405+81.87— t1 HOLLY AVE. STA 0* OC ; I/ y +C'0%1/ a +C'0 1$#1889 E. E. 18TH ST. 1- -11 —r' -402+6s 0, 'T �_—_SI I -- -�___ — HOLLY- AVE i _1041812. J HORIZONTAL CONTROL PROJEC CONTROL COORD NATE "ABLE P1,1 NORIHNG 1 LASTING ELEVATION DESCRIPTION 1817 1395765.08 3945638.401- 4610.86 5/8" REBAR WITH 2' ALUMINUM CAP, PIS 37971 1889 1395424.47 3745063.51 4611.74 5/8" RrBAR WITH 2' ALUMINUM CAP, Pi.5 37971 1965 1395501.93 3244946.97 461220 5/8" RPM WITH 2" Ai UMINUM CAP, MS 37971 1989 1395252.89 324'822.01 4612.68 5/8" REBAR WITH 2" ALUMINUM CAP, PLS 37971 2589 1393647.8C' 3246205.53 4617.58 5/8" RE3NR WITH RED PLASTC CAP "FARNSWORTH CONTROL POINT" HORILONIAL COORDINAIES ARE BASED UPON IFE COLORACO SIC:. PLANE COORD+NA:E SYSTEM, NORTH LONE (0501) AND HAVE BEEN MODIFIED 10 GROUND AROUND 0 N. 0 E BY A COMBINED FACTOR 0% 0.999/43333 OR 1.0002b6/SS ELEVA:iONS SHOWN HEREON ARE BASED UPON SIAIIC GPS OBSERVAIiONS POSI PROCESSED THROUGH !HI AVM) DATA PROCISSING ONLINI SIRViCI (DPOS) RESU.-IING IN CONIR01. POINT NO. 1817 HAV.NG AN II.LVATION OF 4610.86 NAVD 88 (GLOiO 12A) CENTERLINE ALIGNMENT CONTROL Line Table: Alignments Line* Length Direction Start Point End Point L1 210.43 N33' 43' 14.00'E N: 3245005.36, E; 1395463.23 N: 3245122.18, E: 1395638.25 L2 956.05 N75' 40' 49.00"W N: 3246554.11, E; 1393603.62 N: 3245627.77, E: 1393840.09 L3 400.00 NO' 02' 24.40"W N: 3245215.72, E; 1395026.97 N: 3245215.44, E: 1395426.97 L4 855.93 NO' 15' 03.16"W N: 3245219.31, E; 1394188.80 N: 3245215.56, E: 1395044.72 L5 260.10 N43' 41' 03.17"E N: 3245045.02, E; 1393986.06 N: 3245224.67, E: 1394174.15 LB 172.20 N43' 41' 03,17'E N: 3245086.53, E; 1394029.52 N 3245205.47, E: 1394154.05 Curve Table: Alignments Curve # Radius Length Chord Direction Start Point End Point C1 1065.00 2033.52 N20' 58' 47"W N: 1393840.0872, E: 3245627.7688 N: 1395463.2255, E: 3245005.3589 C2 200.00 155.45 N65' 57' 03"E N: 1393924.2915, E: 3244906.6121 N: 1393986.0581, E: 3245045.0220 C3 50.00 38.34 N21' 43' On N: 1394154.0476, E: 3245205.4677 N: 1394188.8006, E: 3245219.3094 WELD COUNTY FUEL SITE WATER QUALITY POND SEE GRADING SHEET 58 FOR REQUIREMENTS FOR MAINTAINING WATER QUALITY POND VOLUME 1 i i r • v 1?0*oU`-.i- We t a* "-I P.4Q ---� I --`�- ` _-_ AY 7j6*DDS 200 100 0 200 SCALE IN FEET HORIZONTAL SCALE 1• = 200 Z O z tO V CC O CI W d O 10•:: a CV . N • s' o: 3 0 C Ci n GJ Q 0 n y GN 7 J n C � 0 lenLLo o L a wirq^rfronsu rma Survey Control Plan J-2 Contracting Company REVISIONS c u U b m' U m n n k0 ci 4 n N h V I_ r4 a,N at515.7- 4eNsr c _ •1i� 586 • 's ,.B__ JJF _1/4 kwAi. Joe M [In IL.wn By fl.rt.a By Cde�.ea B� JOY I 1.:: -Palk war S1ver_CI• Pia- Grt sw. As Sh OWn 18114 07-31-20 WSS TPY Sheet a 6 9Z 4683538 Pages: 22 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO P \18114 DPG Mining Site\Drawings\Plan Sheets1Weld County ParkwayWT-Parkway Demo Plan.dwg, 7 Demolition Plan Sta 112+69 to 118+50, 12/8/2020 1:06.34 PM i II licctrilifidlirMlicr IPA 4MhNlViEN'14lid 11111 C limil � o c. •rn 52m r•'t rn Ed ado o I; Ole LL O �+. - V a � a`r i V J W E"q p o >- eLLn In � L Mill x x * x r 4 E N D PLAGUE * j RL n� " R CAI Hf RIND BEGIN PLAQUE (R3 9CP) END R3-9DP) � ..-t._� _�� CLEAR ac cRue ( BEGIN x - STA: 113+67.02 ! I �f2CEL N0. 0961 1 ?..10000 x 'TIN' ti REMOiGN cm - OFF: 60.081 STA: 118+54.35 REMOVE CONCRETE PAVEMENT CENTER LANE (R3 9B) CENTER LANE STA: 113+84.00 REMOVE SIGN REMOVAL OF GUARDRAIL REMOVE AND LANE OFF. 40.43' OFF: 37.89'1 STA: 114+78.80 STA: 115+48.88 REPLACE `FENCE OFF: 42.11'1 � OFF: 41.511 CLEAR AND GRUB STA. 116+63.62 CENTER LANE (R3 -9B) —04 _CJ_ • _ _ _.0�.. _ _ t - 0,— _ ONLY �� _1LS - — — dd- - — - —n 3 T _ *- -- -- \`�• - i) .. -� - ONLY — — - — t? 1 t: ---O -- r1-._ l,. _ — ` .. tit... [. ` �{ .` �SAWCUT & STRAI�NG .._. _ . . ,_� . _ . �-... z 5?5_ :.. �' -_7"�..?-.: --- . --a - ,.._ t,i . n• �"_' -_ �• STA: 112+68.51 REMOVAL OF GUARDRAL STA: 1 13+75.78 -" _ QFF: 31.86'1 _...... _ _ ... .._, .._, .......... ... .. ....... �. ... .. -.._ 38.13'l- _. .. __ .. _ _.. ._ __. � ___, _OFF: i� STRIPING x" ^ 'r-- : -xx r- -- -r:_ -- STA: 1 12+68.74 . _ _ -:‘,.,,r,...?.,._ .r 140' OFF. +.9.97'1Ex. �4-- �.^:-i• .`L.S.�+..1... I I NO - ROW --. -. .. ----^----•-� -•'r-.-_^r 1 'l: 114 t 13+80 00 , ` _ -_ t 6U t 15X20 _" „- - - _ - _ _ — c 118+40 �S?RIPING -- - --~ STA: 112+68.75 OFF: 7.53'L in in Zs co c. a C v I- C% RI � no `. + C N 3 i, 03 • co U) 2 ;al N1 7:d a 2 o Q a Q — — — — — — — — — COUNTY PARKWAY + _ _ _ _ is /- I t) �— o i ` G, / ` EXISTING GUARDRAIL Lid Z me / = 1 03 40 10 0 40 / y ,- „ W SCALE IN FEET 24 — s mATHr WS FAMI; Y =NT - RPR'�SES L.. C Q W _RCI ,5 --x. PARCF L N0. 0961 12.500003 HORIZONTAL SCAI F 1'• 4,r ~---x - - - - k-. - 2 H tr CI C y 6 G S� a it't .0 4 ° w 25 It EXISTING 24" RCP INV = 4605.50 TABULATION OF DEMOLITIONS I I EXISTING 24" RCP INV a, 4605.41 LEGEND: CDOT item code 201-0001 202-00165 202-00210 202-00220 202-00250 202.00950 202-01000 202-01130 412.10000 Removal of Wall Removal of Removal of Removal of Remowl of Concrete Removal Sawing of CLEARING AND GRUBING BEGIN BEGIN ENO END Cleanng 8 Grub,ng (Concrete Concrete Pavement Asphalt Mat Pavement Foundation mid 81eb Removal of Fence Guardrail Type ConcreteU \\\� . • ..: STATION OFFSET STATION OFFSET WangMI re WaN) (9" thick) Marking (Concrete Apron) 3 Pavement elma (11" thick) '\ O sq,Ft. L.S S.Y. S.Y Sq.FI. S Y. L F. LF. LF REMOVE EXISTING CONCRETE PAVEMENT \ "- V a 112+69 31.86'1 126+24 32.15'L 453 is •- teTHSr— OOUavg., N 7 112+69 1997'L 126+69 20.13'L 117 Fly K), REMOVE EXISTING ASPHALT PAVEMENT 112+89 T.53'L 119+29 1.99'L 436 113+76 38.13'1 115+49 41.51'1 —_ ` `�' " En ° L Cie' a ti ic '; cg, rrS L I � L. v oU `S u� 173 SAWCUT CONCRETE 113+84 37.89'L 134+41 39.28'L 1,996 f ` `. 1 REMOVE EXISTING STRIPING, FENCING, CONCRETE WING WALLS 113+84 31.95'L 134+41 31.94'L 2,097 LIMITS OF CONSTRUCTION 113+84 51.07'L 126+87 _ - 102.38'1 41,794 116+64 79.17'1 119+12 70.69'L 251 118+86 44.23'L 121+76 42.84'1 291 119+12 70.89'1 119+40 42.84'1 1 TABULATION OF SIGN REMOVALS Z 119+12 70.69'L 119+88 42.84'L 143 119+61 44.02'L 119+88 42.84'L 1 CDOT item code 202-00810 _O t U , , n . 119+88 70.56'1 120+98 90.26'1 120 Removal of m m 120+09 31.71'R 126+70 31.89'L 213 sTnTION OFFSET Ground Sign Remarks s a 0 h N • 120+67 39.78'R 139+00 32.04'R 1,606 EA 120+45 7.76'R 122+88 4.26'1 147 114+79 42.11'1 1 R3-9DP & R3-96la CC 120+67 31.78'R 139100 23.20'R 1,783 118+54 46.43'L 1 R3-9CP & R3-96 2 120+67 43.15'R 126+58 69.93'R 22,042 118+78 48.63'R 1 R3-9DP & R3 -9B [,„.....,,,, ,a ri�s�l ��i ,�,titi 5c. ��F,�,, '- i " as 122+90 88.50'R ' 126+46 93.32 R 332 + 120 23 46.22'R 1 W2-1 & STREET SIGN 126+16 39'73R 128+13 39.80'R 1,007 121+84 44.04'L 1 R-2-1-55 O 1zs+4a 7.83'1 1zs+69 8.13'1 - --- — e 123+83 44.55'1 1 W1 -8L ,i;:::..„,..1...?!..::. \,e ��, '/' 'S O,, W„,,,,,, , ONAl. - 126+44 4.44'L 126+69 4.13'L 9 126+60 54.40 L 1 R1-1 c 126+56 250'R 16 + 127 33 67.38'R 1 R1-1 O 127+16 102.1n_ 134+42 70.04'L 23,704 129+99 47.42'R 1 R-2-1-55 LL „ow 18114 127+40 31.37'R 137+00 23.20'R 373 130+08 44.86'L 1 W1 -8L omit 07-31-20 Q 127+45 20.82'L 134+41 20A9'L 59 132+26 44.62'L 1 W1 -8L o .g BY �Y in JCY 127+76 31.91'L 134+41 31.94'L 227 133+20 45.97'L W2-1 & STREET SIGN &IT-ar 1=w IT -Parkway Darts Plan.tlwg 128+03 15T.7TR 139+00 34.TOR 25,754 TOTALS1 12 -- Scale As Shown Sheet: of 131+10 4.00'R 134+41 7.81'L 219 V TOTALS 113,284 2 3,802 1 1,007 2,278 143 703 464 3,880 7 4683338 Pages: 23 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO IIIrtot u1 s r l 5 N ,J J; ONO KEY MAP N.T S. REPLACE FENCE do CONCRETE WING WALL & CONCRETE APRO STA: 119+87.77 OFF: 70.561 REMOVE CONCRETE APRON a Ex WIKGWALLS ON H9X CULVERT REMOVE CONCRETE WING WALL STA: 119+40.24 OFF, 44.21 RE' i R7AL OF GUARDRAIL ' STA: 118+86.21 44.23'1 51A 119+28.75 OFF 7.99'. �> O -0 REMOVE SIGN STA: 118+78.37 OFF: 48.63'R N END I CENTER LANE ONLY REMOVE CONCRETE WIN WALL STA: 119+60.55 OFF' 44.02',I,. <r — END PLAQUE (R3-9DP) CENTER LANE (R3 -9B) LEGEND: STRIPING STA. 120+09.30 OFF 31 71'17 REMOVE AND REPLACE FENCE STA: 119+97.17 OFF: 80.15'l REMOVE AND REPLACE FENCE STA: 120+98.20 OFF: 90.26'1 ROADIE ER CAI FIERTNE ARC=L N0. 096' '2.500006 Pee Illetts en9REi& O —O —O- I STA 120+67.02 OFF: 39.78'R REMOVAL OF GUARDRAIL STA: 121+76.39 OFF: 42.84'L CLEAR AND GRUB 121 + 20 121+60 STRIPING STA. 120+44.95 SF: 7.76'R SAWCUT- STA: 120+67.02 OFF: 31.78'R CLEAR & GRUB STA; 120+67.02 OFF: 43.15'R REMOVE SIGN STA 120+22.67 OFF: 46.22'R CROSS ROAD INTERSECTION (W2-1) -- 18TH STREE HOLLY AVE i CLEARING AND GRUBING REMOVE EXISTING CONCRETE PAVEMENT REMOVE EXISTING ASPHALT PAVEMENT SAWCUT CONCRETE REMOVE EXISTING STRIPING. FENCING. CONCRETE WING WALLS LIMITS OF CONSTRUCTION STREET -NAME -(SPECIAL) / ANA PEWS SAM Lv ENIER'R SE LLC aARCEI N0. 096'1230000.5 A _ seseN \ REMOVE SIGN */*. STA 121+84.06 brf2:44 .04'1 WELD COUNTY PAR CLEAR AND GRUB N M SECTION LINE 40 1 2D 1 SPEED LIMIT 55 SPEED LIMIT (R-2-1-55) ` + GRAVEL DRIVeswar... CHEVRON�'r •••••••• _ gir-222+68.06 OFF: 4.26'L BARR MARK PARCI L v0. 0361 14' 00NY IiE�oroKsaN STA 123+83. _ OFF: 44.551 74 1 - - 0.1 t, Q ati "SR SEE REMOVE AI�r'.aa+sue REPLACE FENCE ST&__122+90.02 OFF• 8$30'R— GRAVEL DRNLWA�� ROADIFER CATHERINE PARC;II \0. 096111400002 e4) 0 40 SCALE IN FEET HORIZONTAL SCALE 1• . 40' O N d , N N (7? o °:* d U LL o > c QONe rar a� g x 3 � r 8t;� LL g M a` cc y a O W Sula NSheet 18114 D•I. 07-J1-20 la..., or INSS D..r.e ay TPY O,4*****1 JCY Fa JT-Parkway Deno P1an.QNq 4683338 Pages: 24 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO VIII rdrP.Lihitiniak mit K��h�1��1��4��4�rYi� 11111 SCALE IN FEE EMOVE EXISTING 24'x38` FES x38' RCP REMAINS STA: 125+53.17 OFF: 69.201 INV = 4607.48 STOP (R1-1) CLE/4R AND GRUB REMOVE SIGN STA: 126+60.48 OFF: 54.401 • \ \\\ • \\�\\ \\�v\ \•\ \ A \,• \\, .\\ \��\\\�\A•\\\\\• \ \`\\\\� \\ \. \• \\ \ \ \ \,`. \ \ \ .\ •\ \ \ .\ \ __-4 \ \ \�' • \ \\ \ F' TRIPING STA 126+24.22 OFF• 32 151 STRIPING STA 126+43.96 Orr 7.83'' STRIPING STA: 126+43.8' � 6 15,8.3 \ aftafti, 39.7j'R \ REMOVE AND REPLACE FENCE CLEAR AND GRUB STA 126+45.98 _-___ "."94341.1ZER CAI I ICRII�' 93.32'R PARCH 61714C0002 LEGEND: CLEARING AND GRUELING REMOVE EXISTING CONCRETE PAVEMENT REMOVE EXISTING ASPHALT PAVEMENT 3� MILL & OVERLAY SAWCUT CONCRETE REMOVE EXISTING STRIPING. FENCING. CONCRETE WING WALLS LIMITS OF CONSTRUCTION STRIPING STA: 126+68.79 OFF: 20.13'L ---�ar..��w++✓✓� STRIPING STA 126+69.06 OFF: 8.131 128+80 127420 STRIPING STA 126+70.02 OFF: 31.89'R STRIPING STA 126+69.15 OFF: 4.131 TURN ARROW STA 128+55.81 OFF': 2.50'R REMOVE ASPHALT ` STA: 1274-45.1 7 OFF • 152 57'R CLEAR k GRUB STA 127+16.16 OFF: 102.171 REMOVE CONCRETE PAVEMENT STRIPING STA 127+39.75 OFF: 31 .37'R REMOVE EXISTING 30' RCP PIPE k FES STA: 127+55.90 OFF: 63.25'L Of•F 31.9. R T1‘ +' F- 128 87 R CITY Cr GREET • Y PARCEL NC. 096' ' ' 400010 CLEAR AND GRUB CLEAR AND GRUB WELD COUN'Y PARCEL N0. 096111400009 WELD CO TY FUEL SITE WATER QUALITY POND SEE G ING SHEET 58 FOR REQUIREMENTS FOR MAID AINING WATER QUALITY POND VOLUME TABULATION OF STORM SEWER DEMOLITIONS CDOT item code 20200035 202-00027 202-00037 BEGN BEGIN ENO END CGUNTY RemovalolP,pr Removal of R1PraP R`""r'�.di OfFrri STATION OFFSET STATION OFFSET ROAD LF S.Y. Each 125+47 54 57R Parkway 8.33 1 125+53 89 20'L Parkway 1 128+36 58.59'R 128+10 55 36'R Parkway 184 8.33 2 126+48 83.421 127+55 8325'L Parkway 118 8.33 2 TOTALS 280 26 8 O v t R C W a 03 3 Y 10 a Dare 07.31.20 3.*raa ay i PY Checked ay 1::Y_ r 4. _JT-Parkway Demo Plan Ova Scale As Shown Sheet: 4683538 Pages: 25 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppel., Clerk and Reoorder, Weld County County, CO III I argil VII 11111 co c•1 8 O 0 O N + cn O O + N r Tn c CO a c O p O E O c m O O a 3 Y_ f9 a c 0 U c m a in rn c co co O a� to 01 c C_ C7 a Q aD Cl_ .• fir_ —fiMotA AVE . Q 7•L.. KEY MAP N.T.S. REMOVE SIGN --STA 130+08.13 OFF: 44.86'L CHEVRON (W1 -8L) REMOVE SIGN STA: 129+99.21 OFF: 47.42'R LEGEND: IPING STA: 131+10.00 OFF: 4.00'R r SPEED LIMIT 55 SPEED LIMIT (R-2-1-55) I ti CLEARING AND GRUBING REMOVE EXISTING CONCRETE PAVEMENT REMOVE EXISTING ASPHALT PAVEMENT SAWCUT CONCRETE REMOVE EXISTING STRIPING. FENCING, CONCRETE WING WALLS LIMITS OF CONSTRUCTION 191+80 1 32 F 00 CLEAR AND GRUB CHEVRON (W1 -8L) REMOVE SIGN STA: 137+25.79 OFF' 44.621 132 140 32 • REMOVE SIGN STA: 133+19 96 OFF. 45 971 Mew WELD COUNTY PARKWAY WE; C COUNTY PARCH N0. 096111400009 40 20 0 CROSS ROAD INTERSECTION (W2-1) CLEAR & GRUB STA: 134+41.57 OFF: 70.041 HOLLY AVE 18TH STREET --- STREET NAME (SPECIA 40 SCALE IN FEET HORIZONTAL SCALE 1' .< 40 CI FY OF GREI- LI Y PARC1-L NO. 09611140(; REMOVE CONCRETE PAVEMENT STA: 134+40.60 OFF: 39.281 SAWCUT do STRIPING STA: 134+40.59 OFF: 31.941 STRI STA: 134+40.5 OFF: 20.491 STRIPING STA: 134+40.59 •FF: 7.811 LV /. ~ Q Div co Z O 3 CC V1 V CC O W 3 �,u • 18114 Dr,r 0731-20 a.w� 9y WSS D.r�nw of TPY craws, JGY 4 JT-Parkemy Demo Plort ay scar As Shown 4683838 Pales: 26 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Wild County County, CO I raggrnik III Demolition Plan Sta 135+20 to 139+00. 12/62020 1 06 39 PM E at O m 3 D. c J O U v at a1 t cn C a m 9 Q C C_ O CL O 43- 4 - co a i i two i i i O LEGEND: i i / i i CITY 0� GREE EY PARCEL N0. 096'11400010 i EXISTING SIGN (TO REMAIN IN PLACE) STA: 136+17.42 OFF: 38.71'L W CLEARING AND GRUBING REMOVE EXISTING CONCRETE PAVEMENT REMOVE EXISTING ASPHALT PAVEMENT SAWCUT CONCRETE REMOVE EXISTING STRIPING, FENCING, CONCRETE WING WALLS OMITS OF CONSTRUCTION CHEVRON (W1 -8L) CLEAR AND GRUB PARKWAY WELD WELD COUNTY - - W;_LD COUN-Y ,'ARCE! N0 09611' 400009 EXISTING FENCE - � 1 •38.40 \ 138tBQ 1 \ ................ \CLEAR AND GRUB STA. 138+99.81 \ OFF: 34.70•R 40 20 SCALE IN FEET /3a 20 1 SAWCU38�+99TRIOPING�\rt \ •FF: 23.20'R \ \ 1 EXISTING SIGN (TO REMAIN IN PLACE) STA: 139+20.17 OFF: 37.44'L 139+00 \ REMOVE CONCR PAVEME T \ STA-. 138+99.81 \ OFF: 32.04'R ` \ SECTION LINE 1 HORIZONTAL SCALE 1" it 40 1 - CHEVRON (W1 -8L) 140400 CrOr v o h 4F,:11 N.. J 9 N ebou a y n'� Q N O t 3 W '> 8W0 W o a S A Demolition Plan Sta 135+20 To J-2 Contracting Company W 0C Y E u u u U U C m a A n N r .............�'!^..�rrq�..N/ ptts 46 ;II_ _`.. r4 - :,,0.642 6: :4•04.(,i :h4,rt....an.. „e. 18114 awe 07-31-20 cr.th et WSS a TPY a•.as h JGY r w JT-Pillwy Demo Rents sea As SF cv.• Sheet 11 a 92 46$3336 Pages: 27 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO Weft aldil'IMLNITAIM curoomplio, �I III ROATI ER CAIHERINE -'ARCS_ N0. 096112300006 EXISTING ROW (CE -1) PROPOSED CONSTRJCTION EASLMLNI 43.9' MAX OFFSET FROM PROPOSED ROW (13,588 SOFT) (RW-1) PROPOSED ROW 10.5' OFFSET FROM EXISTING ROW (10,463 SOFT) 114 a 60 1,5,60 1 ,16+00 1 116140 1 116+60 1 117+20 i PROPOSED EDGE OF CONCRETE 117+60 118.00 i WEED COUNTY PARKWAY - 1 184 4C • --M , 0fd,,•. ( WM.CVAVE , -1. KEY MAP t1 N.LS. . 1 1 4 _ 0-- U --O O- --0- <?- U MAIHEWS -TAM Y LRPRISES I C r'ARCE_ NC 0961' 2300003 a EXISTING ROW COLOR LEGEND PROPOSED RIGHT OF WAY PARCEL RW-t 000112300006 PROPOSED CONSTRUCTION PARCEL EASEMENT CE -1 0061 t 230)00!1 '18.80 i - '19.70 i EXISTING 40 FT WIDE DRAINAGE EASEMENT REC. NO 4004606 40 20 60 0 • 1-- (")„, r 4 00 r W I H 40 1 4 SCALE. IN FEET HORIZONTAL SCALE t . 40 f v • ti at O h. C F4 N r..l N O T g ..A CO o u O r C V1 wO � M d LL � N O Q a n g V v nN t q J n r Emm 0 a m >r 4 8g Pin M Mil1_ C O 3 a O C V R 13 I: � C 3W A . R m 3 HY 0 1, a G c E_ erkway Right Of Way & Easement J-2 Contracting Company L �g 41 REVISIONS 4 a n 0 e 0 U U U b m' U 0 m n r n Y t� t� n c, N M N O N m r • awn By Y'JS J. lord By 1 ♦'V ^ncie4 By 'mow • i. JT•PaIlrar 14¢dv+ay Par s y • sal. Sheet 12 92 D_ v 8 0 N O oC0 a co a m co co w 46 co et 0_ C7 r 1� co t0 a T 4 rn dE Y fo a `m o_ 3 0 U „ 0) L c m a_ C f0 0 C_ C_ O D_ v r D_ 4683338 Pages: 28 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO i II !Plink (JIMAII711ti III RCA:: -ER CA-HERIN= PAPrn `o 096112300006 (CE -1) PROPOSED CONSTRUCTION EASEMENT 43.9' MAX OFFSET FROM PROPOSED ROW (13,588 SOFT) (RW-1) PROPOSED ROW 20.5' MAX OFFSET FROM EXISTING ROW (10,463 SOFT) > - -CF--- - iT_ — . tu 2 J V is 2 C- O 1 1 1 1 1 1` 1 1 1 1 1 ►.9 1 O- - -t, - - = Cc -n b- =ty- _ _ 00 120•4I) "t '.80 11 . 1 1 DRIVEWAY EASEMENT (REC. N0. 4004606) (CE -2) PROPOSED CONSTRUCTION EASEMENT 37.1' MAX. OFFSET FROM PROPOSED OR EXISTING ROW (7,881 SOFT) riARR MARK -1ARCE_ N0. C96114100004 Le PROPOSED EDGE OF CONCRETE MEM - --___.___:,aa--- 121I -e0 ^� 122.00 _ -- 1 an WELD COUNTY PARKWAY EXISTING DRAINAGE EASEMENT (WIDTH VARIES) REC. N0. 4004608 1 r MA. hrWS CAW.. Y EN I : RPRISES i LC '3MC_L NO. 09611230000;5 f M i COLOR LEGEND r PROPOSED RICH OF WAY ARCEL . RW-1 . RW-2 PROPOSED DRAINAGE EASEMENT DE -1 Mee I2s0000s 008114100004 PARCEL MIII PROPOSED CONSTRUCTION PARCEL EASEMENT CE -1 - CE -2 CE4 088112300008 08811414 088111400002 1 1 1 , ., 1 t f PROPOSED EDGE OF CONCRETE EXISTING ROW �t} — -- — —- Y (DE -1) PROPOSED DRAINAGE EASEMENT 28.8' MAX OFFSET FROM EXISTING ROW 1 (WIDH (5.VARIES) 595 SOFT) (CE -3) PROPOSED CONSTRUCTION EASEMENT 34.0' MAX. OFFSET FROM PROPOSED DRAINAGE EASEMENT (12,060 SOFT) 1 1 rROADIEER CATIILR!NF PARCEL N0. 096111400002 I (RW-2) PROPOSED ROW 15.0' MAX OFFSET FROM EXISTING ROW (2,768 SOFT) \ 40 \ \ \ I \ 20 \ EXISTING ROW \ \ \ \ \ \ 0 \ \ • \ \ 40 SCALE IN FEET HORIZONTAL SCALE 14 = 40 KEY MAP it N.T.S. 1 \ \ \ 1 t It \ Parkway Right Of Way & Easement Plan J•2 Contracting Company REVISIONS County Coernwnls k Fri [45 u b m' A H n N 13 N z • N Kl Oat. : Y e.,.,Al.2 WSS -.grey 4t1 TRY •-4.a?l _ K,Y -Portray nr Shove. 18114 07.31-10 1 3 92 4683538 Pages: 29 of 107 02/17/2021 02:02 PM R Fte:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO IIIWM41%14 11111 o_ 8 a a c m a d E m W ,18 OI Q Ot a v 10 ao S d t a ce m a 3 10 o_ c J O U w d t In c a gm cn a c c O d 0 rta- r EXISTING ROW 1 z I i PROPOSED EDGE OF CONCRETE IN *CO 1 PROPOSED EDGE OF CONCRETE EXISTING ROW ROADIrE.R CAIN M 1'ARCLT NO. 0061'1400002 4y i 1261e0 I (DE -1) PROPOSED DRAINAGE EASEMENT 28.8' MAX OFFSET FROM EXISTING ROW (WIDTH VARIES) (5,595 SOFT) 1 127+20 1 L32 EXISTING EDGE OF ASPHALT +O \ (CE -3) PROPOSED CONSTRUCTION EASEMENT 34.0' MAX. OFFSET FROM PROPOSED DRAINAGE SEMEN! (12,060 SOFTY \ COLOR LEGEND PROPOSED DRAINAGE PARCEL EASEMENT 000111400007 PROPOSED CONSTRUCTION PARCEL EASEMENT {'^-`mil DE -1 . CEa 000111400007 - CE1 000111s000Q1a PROPOSED SLOPE a PARCEL MAINTENANCE EASEMENT - PE -1 0001114000010 CITY OF GREELEY PARCEL N0. 096111400010 PROPOSED EDGE OF .CONCRETE M i 50 1 128+40 1 (PE -1) PROPOSED PERMANENT SLOPE & MAINTENANCE EASEMENT 10' OFFSET FROM EXISTING ROW (8,148 SOFT) fasno WELD COUNTY PARKW411- 12941° 129425 PROPOSED EDGE OF ASPHALT KEY MAP N.T_S- (CE -4) PROPOSED CONSTRUCTION EASEMENT 20' OFFSET FROM SLOPE i MAINTENANCE EASEMENT (18,010 SOFT) \ \ \ \ \ \ \ WELD COUNTY FUEL SITE WATER QUALITY POND SEE GRADING SHEET 58 FOR REQUIREMENTS FOR MAINTAINING WATER QUALITY POND VOLUME WF'. C COUNTY FARCE! N0. 09611'400009 w 20 a \ \ \ \ \ \ \ 73p+0p\_ ( SCALE IN FEET HORIZONTAL SCALE 1' . 40 \ r4 \ c a O c V m 4.• • C 3 W • RI CD 3 • �c y >` O R a o Parkway Right Of Way 8 Easement Plan J-2 Contracting Company REVISIONS U m ILL 1,0. OH. 0?..I' - rDrawn By ':t;zi D.nneaBy iPV Clnedlal BY JrY Fie 11-PiOwyRtgl'4'Vb1 . : Scaly Sheet 14 92 4683538 Pages: 30 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppel', Clerk and Recorder, Weld County County, CO III rdilYPN VfrinttrICINIMIONZEilillfilk 111111 J C rr 0 iih cAt m c § O an v n� U �3 F �g� d sit r� P-\18114 DPG Mining Site\Drawings\Plan Sheets\VVeld County Parkway\JT-Parkway Righ-of-VVay Plans.dwg, 15 Parkway Right Of Way 8 Easement Plan, 12/82020 1 06:47 PM Cl 1304 6° �r (CE -4) PROPOSED CONSTRUCTION EASEMENT 20' OFFSET FROM SLOPE AND MAINTENANCE EASEMENT (16,010 SOFT) PROPOSED EDGE ^r CONCRET EXISTING ROW CITY 0r CM El FY PARCEL_ NC. 096111400010 ------------ 132•x!0 (PE -1) PROPOSED PERMANENT SLOPE & MAINTENANCE EASEMENT 10' OFFSET FROM EXISTING ROW (8,148 SOFT) WELD COUNTY PARKWAY PROPOSED EDGE OF CONCRETE _.. WILD COJNIY PARCc _ NC. D96111400009 1 400009 COLON LEGEND PROPOSED CONSTRUCTION PARCEL EASEMENT CE -4 RPM 1 14000010 PROPOSED SLOPE & PARCEL MAINTENANCE EASEMENT PE -1 01,E11t4030010 ee� 434. W1iffIr MIN 734t40 40 134380 1353,20 40 20 0 40 SCALE IN FEET HORIZONTAL SCALE 1• . 40' ( 1. i \ \ \ \ \ 2" 7.1 3 O V 3 a� 0 a 0 Parkway Right Of Way 8 Easement Plan J-2 Contracting Company d a inn !p REVISIONS O 2 `s s• i 8E a A U U 3 h r -p Aa Cl H n N N H N h Jae ■ Ore aevr• al_ Denree 91 Checked ay Foe 11 -Parkway %roil -NJ Manic:its, stain As Shawn dt t4 A' -N rrss PV Sheet 01 15 92 4683538 Pages: 31 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO 118114 DPG Mining SitekDrawingskPlan Sheets1Weld County ParkwayUT-Parkway Righ-of-Way Plans.dwg, 16 Parkway Right Of Way & Easement Plan, 12/82020 1'06 48 PM OtiviiiinikiftlisliM3/414 11111 CE -1 CE -3 CE -4 rwo :: 0 h ^ N Lam : " r a .wo e C Q o i CI 7 U =w f immilal ! a° S a , ,1131= a Line Table Line Table Line Table Line # Length Direction Start Point End Point Une # Length Direction Start Point End Paint Une # Length Dte Ltiun Statt Puint End Point L) 40.50 534' 19' 11.001N N: 1393636.72 E: 3246142.37 N: 1393597.48 E: 3246132.35 L15 12.31 588 t4' 48.1814 N: 1393977.54 E: 3245578.31 N: 1393977.17 E: 3245566.00 L28 20.00 N4G t8' 56.00"W N 1394020.35 E: 3245008.85 N: 1394034.17 E: 3244994.39 L2 491.68 N75' 40' 49.0014 N: 1393597.48 N: 1393719.09 L16 200.42 E: 3246132.35 E: 3245655.95 E: 3245566.00 E: 3245388.07 N67 36' 02.4714 N: 1393977.17 N: 1394069.40 L29 43.94 N4T 41 ' 04.00'E N: 1394034.17 E: 3244994.39 N: 1394065.94 E: 3245024.73 L3 75.63 S89' 33' 11.0014 N: 1393719.09 E: 3245655.95 N. 1393718-50 E: 3245580.33 L17 104.97 N55' 28' 29.17`W N: 1394089.40 E: 3245388.07 N: 1394128.89 E: 3245301.59 L30 29.08 N3' 32' 00.00"W N: 1394065.94 E: 3245024.73 N: 1394094.98 E: 3245022 94 L18 38.53 N22' 50' 41471VN: 1394128.89 E: 3245301.59 N: 1394164.40 E: 3245286.63 L31 20.00 N8T 28' 45.22'E N: 1394739.69 E: 3244733 67 N: 1394741.96 E: 3244753.55 C b d 3 ea c al co in -0 4.. ,5 c W n 3 a e ea 3 '_ H i r-: Iti n- a a , G Y RW- i L19 37.10 N90' 00' oo.00'w N: 130 E: 3245286.694164.43 N: 1394164.40 E: 3245249.53 Line Table CE -4 Line # Length Direction Start Point End Point DE -1 Curve Table L4 20.50 S 14' 19' 3 3.001N N: 1393650.66 E: 3246087.76 N: 1393630.80 E: 3246082.69 Line Table Curve # Radius Length Chord Direction Chord Length Delta Start Point End Point LS 434.7f N75' 40' 49.0014 N• 1393630.80 E: 3246082.69 N: 1393738.31 E: 3245661.49 Line # Length Direction Start Point End Point C1 1165.00 717.95 N24' 09' 511N 706.65 35.31 N: 3394094.9648 E: 3245022.9428 N. 3394739.6924 E: 3244733.6747 L6 85.70 85.70 N72' 02' 4758"W . N: 1393738.31 E: 3245661.49 N: 1393764.73 E: 3245579.97 L20 4711 . N75' 49' 13.22"W N: 1393952.08 E: 3245578.51 N: 1393963.62 E: 3245532.84 L21 58.57 N67' 46' 03.34`W N: 1393963.62 E: 3245532.84 N: 1393985.78 E: 3245478.82 PE -1 CE -2 122 63.20 N64' 51' 19.61'W N: 1393985.78 E. 3245478.62 N: 1394012.63 E: 3245421.41 Line Table C d CO is a g E O e xi o 0E: r� � M � = Ie9 ►" tW V toL. L23 40.64 N61' 16' N 1394012.63 N: 139403217 Line Table 09.29"W E: 3245421.41 E: 3245385.77 Une # Length Direction Start Point End Point N: 1394032.17 N: 1394070.62 Line # Length Direction Start Point End Point L24 67.09 N55' 01' 35.721V E: 3245385.77 E: 3245330.80 L32 10.00 N46' 18' 56.0014 N: 1394013.45 N: 1394020.35 E: 3245016.08 E: 3245008.85 L7 9.73 589' 33' 11.0014 N: 1393718.50 N: 1393718.42 1,25 84.69 N54' 51' 34.58`W 324558O.33 E: 324557O.6O L33 52.68 N: 1394070.62 E: 3245330.80 N: 1394107.86 E: 3245277.90 N43' 41' 04.00`E N: 1394020.35 N: 1394058. E: 3245008.85 E: 3245045.2424 L8 39.90 N49' 55' 39.3914 N 1393718.42 E: 3245570.60 N 1393744.10 E 3245540.07 L26 28.80 N22' 50' 41.4714 N 1394107.86 E 3245277.90 N: 1394134 40 E: 3245266.72 L34 44 80 NT 32. 00 00-W N: 1394058.45 N: 1394103.16 E 3245045.24 E. 3245042.47 L9 197.89 N65' 04' 23.2814 N: 1393744.10 E: 3245540.07 N: 1393827.51 E. 3245360.61 L27 17.19 N90' 00' 00.00 -VI N: 1394134.40 E. 3245266.72 N; 1394134.40 E: 3245249.53 L35 10.00 N83' 28' 45.22-E N: 1394741.96 N: 1394743.10 E: 3244753.55 E: 3244763.48 + L10 82.01 N53' 43' 48.58"W N: 1393827.51 E: 3245360.61 N: 1393876.02 E: 3245294.49 C C a rI PE -1 N RW-2 Curve Table v) 0 x q ..re � r 4 3 e < k LI i 3 � .t� <A k. ky 221 ua Line Table Curve # Radius Length Chord Direction Chord Length Delta Start Point End Point Line # Length Direction Start Point End Point C2 1 145 00 712.55 N24' 20' 1414 701.11 35.66 N: 1394103.1595 E: 3245042.4748 N: 1394741.9636 E: 3244753.5453 L11 36.04 N73' 32' 26.94'W N: 1393764.73 E: 3245579.97 N: 1393774.9♦ E: 3245545.41 L12 62.23 N69' 52' 45.481Y N: 1393774.94 E: 3245545.41 N: 1393798.35 E: 3245486.97 L13 116.59 N65' 04' 23.28"W N: 1393796.35 E: 3245486.97 N: 1393845.49 E: 3245381.24 u u L14 21.14 N53' 42' 01.93"W N: 1393845.49 E: 3245381.24 N: 1393858.00 E: 3245364.20 iu► m'mX - C. a NW a is is., E C !• r 0' m NNR N - si N g -CV is A'14 .. ,•-:0 ..N .'iSS -v" al - - r 1r .,teci By CY . 1e a 1.Parkway Ri al.VVaf Plain F_ scd. .. _ m. -,, ,, 1s 92 4683338 Pages: 32 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO P \18114 DPG Mining SrtekDrawings‘Plan SheetsMeld County ParkwayUT Parkwray Honz Ctl.dwg. 17 Weld County Parkway Horizontal Control Sta 112+69 to 118+50. 12/82020 1 3549 PM III alliTinat NAY! lilt& rimi. "Ill �. v Q N N ash O - oaLL„ C � � n V e a4 Z J t � t y ! Iial in!): li o yQ el � _ !il -CIS * M N K w * M * w x w• . - -x -- - - - -iF - --► J EDGE OF PROPOSED ROADWAY 1 STA-. 113+83.92 FFSET: 42.10 L N. 1393608.33 EDGE OF PROPOSED E: 3246365.49 GRAVEL SHOULDER \ EDGE OF PROPOSED CONCRETE i a 4 O c In V _ i WELD COUNTY PARKWAY r 960 ACCEL LANE _ _ 112.80 113.20 11 111+00 } 222' TRANSITION TAPER (18.5:1x12') F _ �- 111.40 114.80 _ 115+20 115.6!). r 116+40 116.80 :17.20 I- 117.80 118+00 _t ..,,; ' _s____ START CONSTRUCTION -I STA: 112+68.75 OFFSET: 7.19 L N• 1393613.86 E: 3246485.72 >6 C fa ..' CL E tk I 1 3 u II - - - --- - — C V OEirp 7 m z U - -- a M ►- w = co N • w- • • — - — -— - 7- • . (/) O W: 0 c O n 5 d 8 . i € � a Zr € .? <1 €s 2 4,11 Z; 0 Line Table h "-7 twarsatt � U � t4 � b t b - Une # Length Direction Start Paint End Point l Lt 4.21 513' 53' 15.36W N: 1393812.42 E: 3246366.51 N: 1393608.33 E: 3246365.49 w de 4a� - -1 0. - N R a�* Q+�HrPt,Kr CC 525.63 N. 1393608.33 N: 1393729.05 y L2 N76' 43' 18861M E: 3246365.49 E: 3245853.92 � Z - N h KEY MAP i N N.T.S. VD"Z DESIGN CRITERIA: STATE HIGHWAY ACCESS CODE `N�nntunhu .o„ RFQS/ C yo�,y fir ACCESS CATEGORY: RURAL HIGHWAY (R -B) � ,moo_ �c; '{: . ��''%,Hs��a1 i %%%%%%%%%%% � WELD U PARKWAY: 55 MPH POSTED SPEED LIMIT ■i CC WEST BOUND RIGHT TURN DECEL LANE LENGTH = * DECEL LENGTH = 600 FTam WEST BOUND LEFT TURN DECEL LANE LENGTH = * DECEL LENGTH = 800 FT (EXISTING LENGTH MATCHED) 0 Jos 9 114 Do. 07-31-20 — SOUTH BOUND LEFT TURN DECEL LANE LENGTH = * DECEL LENGTH + STORAGE (100 FT) = 700 FT Q 40 EAST BOUND ACCEL LANE LENGTH = * ACCEL LENGTH = 980 FT 40 20oaks W y. TLI4 vvss pcw"�e, WY CY WEST BOUND ACCEL LANE LENGTH = * ACCEL LENGTH = 960 FT HT P�rwwaY rlory cd.�dwe - SCALE IN FEET 5ulr At Shown ALL TRANSITION TAPERS AT 18.5:1 AND ALL REDIRECT TAPERS AT 55:1 HORIZONTAL SCALE t' • 40' • TRANSITION TAPER LENGTH IS INCLUDED WITHIN STATED ACCEL OR DECEL LENGTHS i Sheet 1 cn T 92 4683338 Pages: 33 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppea, Clerk and Reoorder, Weld County County, CO III ligiNINdliVi:XLVINeilikill'IMPATilki, 111111 ,o n. O U m p U 0 m 5 O o_ 3 0 U v m m L c m a m in a c c a 0 Q m a 1 1 ' - ---, 1 - ,' `- ``-- - 111 \ of 0, , w g C C + U J u_5 NEI `� - -'" - -- M « •• --___- . s M • M __ N. \ _ - \ ate-_ '-_ _— t ` - - _ 1 -- __ _ -,--- — a � \. � GRAVEL DRNEWAV. _ EDGE OF PROPOSED CONCRETE -� ~� - � 1 1 1 - In - {s - EDGE — — Jw — — — GRAVEL '� ` — - - - SHOULLDER - - _ �� I? Ca �+ _ 3 S V N °' `` r 0 3 a ll1 -- a_ .- te a a can o.. o y 3 _A \ - I - - � — — — — _ — — — — — — — -4 -- _e. _ — _ 960' ACCEL LANE X 2') EDGE OF CONCRETE SAW -CUT CO 8' 5MLOR - ��= _ X — WELD U •''11TY •� pgRKwAY _ ,e.za ,19 eo ,20+00 ___,__ --T , ,� _ ,20F eo 121420 121 +00 122+00` ---CO - —_ - 222 TRANSITION TAPER 18.5:1 x 12 _ _ 600• EXISTING EDGE DECEL LANE MATCHED EXISTING) r,sn ',tin OF CONCRETE 600' DECEL LANE EDGE OF CONCRETE SAW -CUT ~� _ �22� )b.-<>-- C dt CO Zr3 atE E O C.)o Q) rim ++� , - TRANSITION TAPER -_ 18.5:x12 <,— o p -- ---t$----- O - 1 n _ U9-- ` EDGE OF PROPOSED ROADWAY STA: 120+09,30 — 4' SMLDR / — FSET: LU 41.71 R EDGE OF PROPOSED CONCRETE J — � N: 1393844.21 � � - E: 3245780.28 EDGE OF PROPOSED ` — -_ GRAVEL n SHOULDER --_ J � a w EXISTING DRAINAGE EASEMENT -� ___ = REC. N0. 4004606 �. r 1 2J -f)li 1/ - — _ �— �V Cu ----- s. C i a V N (l\ _' �Ii .• • I -�� QTu K M • I X 11 ! R M M ..-�- •� — — — — I_ — — _ _ -_ _ _- __. _- _ _ - - _ - - - 1 \ 1 �. __ r GRAVEL DRIVEWAY , 1 ► _ o e- --- — — - — - - .,, ? 1J" 0 o J :• E o u 2". "o u ft t u 23/4.0 L 0 u A. _ u p�a 1 0'.� u. 4 - � — — - -- _ .e''''— / � — _ — _ / ' 1 —� / / � _ / \ /_Z / ` / / O / � in / 16 t32 4 �_ r ; _ _ • In" a mExK Lines Table Curve Table I Ho4L1FILVE • . ••MI :. • CC a n n 71 II° Une N Length Direction Start Point End Point Curve 0 Length Radius Delta Chord Direction Chord Length Start Point End Point . 4 �., DESIGN CRITERIA: STATE HIGHWAY ACCESS CODE L3 30.05 N78' 14' 59.86'W N: 1393729.05 E: 3245853.92 N: 1393735.17 E: 3245824.50 C1 500.38 1117.00 25.67 N62• 50' 49-141 496.21 N: 1393789.7028 E. 3245614.9075 N: 1394016.1575 E: 3245173.3859 ) w 4O � .1:��"T`aR••.4?% 5 C yo " 6yk s R�r�Ktr ACCESS CATEGORY: RURAL HIGHWAY (R -B) N; 1393735.17 N: 1393740.61 ' WELD COUNTY PARKWAY: 55 MPH POSTED SPEED LIMIT L4 22.00 N75' 40' 49.00"W C6 357.26 1017.00 20.13 N61" 26' 4511+ 355.42 N• 1393907.5007 N: 1394077.3892 E. 3245824.50 E: 3245803.18 E: 3245568.6358 E: 3245256.4455 O KEY MAP WEST BOUND RIGHT TURN DECEL LANE LENGTH = * DECEL LENGTH = 600 FT L5 20.02 N72. 48' 59.7-' " E: 3245803:8 E: 3740.61 N: 245784 06 3746.52 r. r.s ® V WEST BOUND LEFT TURN DECEL LANE LENGTH = • DECEL LENGTH = 600 FT (EXISTING LENGTH N 1393746.52 N: 1393789.70 r „�� c --1.‹...7.5.2. i,<. ‹....r•�c .- � ,,,,s�t"111"'t"h5+� 10vAL f L6 174.58 N75' 40' 49.00`W 4 4 E: 32 578 4 1 E: 32 56 4.91 MATCHED) .O6 SOUTH BOUND LEFT TURN DECEL LANE LENGTH = * DECEL LENGTH + STORAGE (100 FT) = 700 FT EAST BOUND ACCEL LANE LENGTH = * ACCEL LENGTH = 960 FT L8 60.45 N75. 37' 18.541V E: 3245779.78 E: 1245721.22 O IL icy. 16114 WEST BOUND ACCEL LANE LENGTH • ACCEL LENGTH 960 FT N' 1393857.28 N: 1393907.50 ox. 07-31-20 = = L9 160.64 N71" 47' 00.381Y E: 3245721.22 E: 3245568.64 Q Gavin ay 14188 ALL TRANSITION TAPERS AT 18.5:1 AND ALL REDIRECT TAPERS AT 55:1 40 "° Ull Jcr ST -Parkway Hare Cd.dwp • TRANSITION TAPER LENGTH IS INCLUDED WITHIN STATED ACCEL OR DECEL LENGTHS SCALE IN FEE 1 HORIZONTAL SCALE 1' a as MFN N cw ,a As Shawn Sheet: oI 92 e. P \18114 DPG Mining Site\Drawings\Plan Sheets1Weld County Parkway\JT-Parkway Horiz Ctl.dwg, 19 Weld County Parkway Horizontal Control Sta 124+00 to 129+60, 12/82020 1:35:52 PM 4683538 Pages: 34 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Wald County County, CO lirdriiiNiIillAINS�' li MN PI ntill m EDGE OF PROPOSED ROADWAY / Ut = I I I EDGE OF PROPOSED ROADWAY I STA 127+17.71 FSET: 102.18 L ;i STA: 126+85.45 OFFSET: 102 42 L F I N: 1394040.02 pm / N: 1394015.44 zo 0 40 E: 3245097.97 W I I E: 3245072.56 ♦\ _ a--.. rot O rrr �NW \\ I/ st. SCALE IN FEET / - \ L \• \• 1401,( AVE H § i3 r.� a0 (- HORIZONTAL SCALE 1" . 40 / // i • \ \ 1 - __ __ --� \\ _ \ \\ --_ �s'rca c N �" C a o N V t / / �\ \ Y k o o ' / --- � —' --- KEY MAP en 7 ------ --- � --/ ---- -------- / / G2� _ ----_—_—�— N.T.S. ��- ----- / ` _ , / /i / EDGE OF PROPOSED /� / GRAVEL SHOULDERA / • � EDGE OF PROPOSED CONCRETE _ _ '-� �_ - - _ - - _ _ `` �_ , � - i - - -E,q _ --a--- - i _- -�-- �, ` ~ -.---- �~~ E OF SED ` EDGRAVEL EDGE OF CONCRETE SAW -CUT- SHOULDER i — `a 960 ACCEL LANE d' SH _DR — __ O = 0 + _ 8' SHLDR — PARKWAYHOLLY STA: 0+00 ` ,;. - WELD (i tp ^� N CouNT 6g0 3 R 126-ao Y p X44- ED/R ARK ER 22 4. ,6. ,40 } O 127+2o Ecr __ ,27+6� w qy Sc + �� _ ,� _ - - J _ 125•20 124�� - 1 22,40 i __� r Ilw et c s a a U' EXISTIN SAW __, ~+20 13 124 - EDGE OF CONCRETE -CUT 100' - DECEL NE (MATCHED i S70RE 3 •.0 ?2A' 600 DECEL pECEL ENE EDGE OF PROPOSED ASP^IALT • V TiE IrTO I , �. 6p0 DECEL C STA:t 6+58 4NG �N E d OFFSET: 70.22 R N: 1394125.19 E. 3245234.02 '� o --_ CO a v C y� - - _ GC s 4' SHLDR _ - '� _ . _ �� 4' SNl DR _ a V r EDGE OF PROPOSED �_... D1 �1 .c_ GRAVEL SMOULDER - EDGE OF PROPOSED CONCRETE �--0— _, 06°r11°— _ -_C +r _ EDGE PROPOSED ♦' EDGE OF / � 3 ' .�f �P HAL -- G EXISTING ASPHALT EDGE OF PROPOSED �_sis i _ ^��'r_ �1 \ GRAVEL SHOULDER �."_`` , \*------\,,,,____til O -�--- - ,� �� if �_- - --•M �- C.) 4s —•--- 1.013' - - _ _ - ' _ / ACCEL LANE Q ' 1• - � J u.4-- "--\ I ' V. jU .! EDGE OF PROPOSED Z' ASPHALT , _ _ -------`\ JJ r.� I ---------- --1 r \ �''.- ----� ---TIE � \ --- \ \ \ \ / \ \ ' y -� o / ` J EDGE OF PROPOSED ASPHALT INTO EXISTING 1 STA 128+03.13 14./ OFFSET: 157.87 R I nJ N: 1394278 44 E: 3245205.19 cn D ≥ g o 0 E o 0 F it .? oP Et5 o0 LI Line Table \ \ 4� \ oLckej 4 ' ri Li] Une tM Length Direction Start Point End Point \ see /'' u 4 a , z L7 32.02 N45' 56' 48.021, N: 1394016.59 E: 3245096.79 N: 1394038.85 E: 3245073.78 \8 v ` — - \ \ \ r m 8 m A r > N: 1394229.88 E: 3245115.02 N: 1394230.96 E: 3245113.65 L10 1.74 N51' 29' 16.48"W CC o " ' ^ 72 g ry N: 1394247.03 N: 1394241.05 pm Lt4 7.05 S32 07' 49.281, E: 3245196.01 E: 3245192.25 Curve Table Curve Table _ " Curve 0 Length Radius Delta Chord Direction Chord Length Start Point End Point Curve * Length Radius Delta Chord Direction Chord Length Start Point End Point ..-c: DESIGN CRITERIA: STATE HIGHWAY ACCESS CODE Ct 500.38 1117.00 25.67 N62' 50' 49`W 496.21 N: 1393789.7028 N: 1394016.1575 C9 9.42 96.00 5.62 E: 3245614.9075 E: 3245173.3859 E: 3245122.6608 E: 3245115.0167 N54' 17' 53"W 9.41 N: 1394224.3824 N: 1394229.8757 LVe ( S i^ h0 �' 3 f = ?} ACCESS CATEGORY: RURAL HIGHWAY (R -B) N: 1394016.1575 N: 1394016.5854 N: � 46 C2 83.08 60.00 79.33 N89' 40' 48"W 78.60 C10 89.26 301.00 16.99 N42' 59 32"W 88.94 1394230.9608 N: 1394296.0127 WELD COUNTY PARKWAY: 55 MPH POSTED SPEED OMIT E: 3245173.3859 E: 3245O96.7891 E: 3245113.6530 E: 3245053.0076 C� v . ; p• fit` I% WEST BOUND RIGHT TURN DECEL LANE LENGTH DECEL LENGTH = 600 FT C3 82.86 60.00 79.12 N3' 05' 26'W 76.43 N: 1394038.479 E: 3245073.8786 N: 1394115.1669 E: 3245089.6579 C13 33.15 80.00 31.66 S16' 18' 061, 32.73 N: 1394278.4430 E: 3245205.1940 N: 139447.0277 E: 32451296.0065 CC o . ` ryvss '�4��,V ,,,`,.,�` WEST BOUND LEFT TURN DECEL LANE LENGTH • DECEL LENGTH FT EXISTING LENGTH MATCHED = = 600 C4 10.80 1117.00 0.55 N42' 22' 34"W 10.80 N: 13941 15.1669 E: 3245os9.ss79 N: 1394123.1467 E: 3245062.3775 C14 25.53 58.00 25.22 S44' 44' 19iN 25.32 N: 1394241.0537 E: 3245192.2546 N: 1394223.0677 E: 3245174.4320 ,,,• 16114 SOUTH BOUND LEFT TURN DECEL LANE LENGTH = • DECEL LENGTH + STORAGE (100 FT) = 700 FT 07-31-20 Data EAST BOUND ACCEL LANE LENGTH = • ACCEL LENGTH = 960 FT C6 357.26 1017.00 20.13 N61' 26' 451, 355.42 N. 1393907.5007 N: 1394077.3892 C15 50.49 48.00 62.89 S88' 47' 371, 48.00 N: 1394223.0677 N: 1394222.0571 Q a...sY vV5S WEST BOUND ACCEL LANE LENGTH =' ACCEL LENGTH = 960 FT E: 3245568.6358 E: 3245256.4455 E: 3245174.4320 E: 3245126.4456 ann.el TPY N: 1394077.3892 N: 1394110.3152 N: 1394222.0571 N: 13942243824 � csew4 Ili JC C7 39.72 60.00 37.93 N32' 24' 54`W 39.00 E: 3245256.4455 E: 3245235.5379 C16 4.44 96.00 2.65 N58 26' 02 "W 4.44 E: 3245126.4456 E: 3245122.6608 ? Fie JT•Parkway Hartz C1l.dtr4) ALL TRANSITION TAPERS AT 18.5:1 AND ALL REDIRECT TAPERS AT 55:1 AA., sd. As Shown • TRANSITION TAPER LENGTH IS INCLUDED WITHIN STATED ACCEL OR DECEL LENGTHS C8 160.65 1005.00 9.16 N44' 41' 58"W 160.48 N 1394110.3152 E: 3245235.5379 N: 1394224.3824 E: 3245122.6608 Sheet a groVPiak 92 4683538 Pages: 35 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO u PAINE Ma% Pi %ilk III III 44- i - 1294 1130�— r R' SHI DR n DESIGN CRITERIA: STATE HIGHWAY ACCESS CODE ACCESS CATEGORY: RURAL HIGHWAY (R -B) WELD COUNTY PARKWAY: 55 MPH POSTED SPEED LIMIT l ------------------------------------------------------------ J EDGE OF PROPOSED GRAVEL SHOULDER EDGE OF PROPOSED CONCRETE EDGE OF CONCRETE SAW -CUT 131 120 131'90 4' SHLDR -Ct4r .• WEST BOUND RIGHT TURN DECEL LANE LENGTH = * DECEL LENGTH = 600 FT WEST BOUND LEFT TURN DECEL LANE LENGTH = * DECEL LENGTH = 600 FT (EXISTING LENGTH MATCHED) SOUTH BOUND LEFT TURN DECEL LANE LENGTH = * DECEL LENGTH + STORAGE (100 FT) = 700 FT EAST BOUND ACCEL LANE LENGTH = * ACCEL LENGTH = 960 FT WEST BOUND ACCEL LANE LENGTH = * ACCEL LENGTH = 960 FT ALL TRANSITION TAPERS AT 18.5:1 AND ALL REDIRECT TAPERS AT 55:1 • TRANSITION TAPER LENGTH IS INCLUDED WITHIN STATED ACCEL OR DECEL LENGTHS 132 + 00 132+40 a- Sal. 660' REDIRECT TAPER (55:1x12') WELD COUNTY PARKWAY 132190 DECEL LANE EDGE OF CONCRETE SAW -CUT ale 1:3 222 TRANSITION TAPER 18.5:1134,00 x1 s EDGE OF PROPOSED GRAVEL SHOULDER EDGE OF PROPOSED CONCRETE 1,013' ACCEL LANE Curve Table Curve # Length Radius Delta Chord Direction Chord Length Start Point End Point CS 688.94 1105.35 35.71 N23' 19' 37'W 677.85 N. 1394123.1467 E: 3245062.3775 N: 1394745.5863 E: 3244793.9654 C11 456.94 1017.00 25.74 N21' 37' 31'W 453.10 N: 1394296.0127 E: 3245053.0076 N: 1394717.2230 E: 3244886.0245 MIMES war 1 I 1 1J4,40 40 EDGE OF PROPOSED ROADWAY STA: 134+40.61 OFFSET: 39.47 L N: 1394745.59 E: 3244793.97 KEY MAP N.T.S. 20 2� I`S' 0 � r 0 135# 40 SCALEINFEET HORIZONTAL SCALE 1- = 40 Cli � v 0� o -a fJ C t N .� m .,, 4wi cn E % o awe , aJ o u m m m 7 0 x a coi w U LL z C gr. c: r V v nN J n t p m 3 II4u t::om o r9 CL El O C U -0 5o C N N• In C. co 0 = 0 >. zo Sc c� Lis CL N C 3 (/J 8 N 3 J-2 Contracting Company O e>• V CC 411 Ism V CC O W 11) REVISIONS a N u O E 0 u r L 0 U 0 E 0 U L 0 U .1� `7 Ea n- lJ a iNg oM U. U U > a > a an c� r'1 R O a N US) n N M N N ry 2 N -) • 1r.a.��.jcf� Eke in ^ ('/S'S �11i{ESHNE' Jab • 18114 Date 07-31-N Drawn BY De�/f•tl B7 ChecMed By JOY F de J T -Parkway Hartz C9.dwg Scala As Shaven VVSS TPY Sheet: 01 20 92 4683638 Pages: 36 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Reoorder, Weld County County, CO III INNWhWill III P118114 DPG Mining Site1Drawings1Plan SheetsWVeld County ParkwaylJT-Parkway Horiz Ctl.dwg, 21 Weld County Parkway Horizontal Control Sta 135+20 to 139+00, 12/82020 1 35:54 PM KEY MAP ti N_1 5. DESIGN CRITERIA: STATE HIGHWAY ACCESS CODE ACCESS CATEGORY: RURAL HIGHWAY (R -B) WELD COUNTY PARKWAY: 55 MPH POSTED SPEED LIMIT i 136.4 40 ELD COUNTY PARKWAY W 136'5° -- EDGE OF CONGRFTE SAW -CUT EDGE OF PROPOSED CONCRETE Line Table Line # Length Direction Start Point End Point L 1 1 13.36 N 14' 53' 35.03. E N. 1395131.48 E: 3244891.93 N: 1395144.39 E: 3244895.36 L 12 34.94 N14' 53' 35.03.E N: 1395144.39 E: 3244895.36 N: 1395178.16 E: 3244904.34 L13 16.16 N18' 39' 42.02.E It 1395178.16 E: 3244904.34 N: 1395193.46 E: 3244909.51 WEST BOUND RIGHT TURN DECEL LANE LENGTH = * DECEL LENGTH = 600 FT WEST BOUND LEFT TURN DECEL LANE LENGTH = * DECEL LENGTH = 600 FT (EXISTING LENGTH MATCHED) SOUTH BOUND LEFT TURN DECEL LANE LENGTH = * DECEL LENGTH + STORAGE (100 FT) = 700 FT EAST BOUND ACCEL LANE LENGTH = * ACCEL LENGTH = 960 FT WEST BOUND ACCEL LANE LENGTH = * ACCEL LENGTH = 960 FT ALL TRANSITION TAPERS AT 18.5:1 AND ALL REDIRECT TAPERS AT 55:1 ' TRANSITION TAPER LENGTH IS INCLUDED WITHIN STATED ACCEL OR DECEL LENGTHS 37 60 138i 40 EX FENCE 138+80 —f-- Curve Table Curve # Length Radius Delta Chord Direction Chord Length Start Point End Point C12 416.24 1246.00 19.14 NO 48' 59•E 414.30 N: 1394717.2230 E: 3244886.0245 N: 1395131.4849 E: 3244891.9270 Ira \ 139i-60 EDGE OF PROPOSED ROADWAY STA: 138 99AD • FFSET: 3 .04 R N: 139519 .46 E: 3244909}51 40 20 40 SCALE IN FEET HORIZONTAL SCALE 1' = 40' O ss� CC v C) ry ry W '4 7 ��8Nppppp in E V7 Oo S No.2° y U LL aory E 0 6, a x J n r Lc? £ O p en � 14- a M cc O C 8 _ Q O 3 v c O R N V rn L O � 13 n .. GI C = O 3 W 43 O "P` N ▪ ♦13 ar 3 ao n in am inn i aa 3 U) o � a 3 J-2 Contracting Company g a i E' m o REVISIONS County Con -mars c U U >- 0- d) ii m 0 N t0 A r io io cy N n N N O7 N O 2 N "; •iG7S/F CIC O W (Pa Sheet or 21 92 4683'338 Pages: 37 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Kopper, Clerk and Recorder, Weld County County, CO PAPYIAVAII RI I V! Ili TIE TO EXISTING HMA AND BEGIN E" MILL AND OVERLAY 12/8/2020 1:07:13 PM Parkway P&P.dwg, 22 Typical Road Sections 8114 CPG Mining S"de\Orewings\Plan Sheets \Weld Co DT MIN. too N§g bQ 21NCHES HMA PG64-2B ASPHALT WEDGE HMA PG6422 10 MIN. LAyER OF GEOGRID UNDER ABC OVERBUILD AREA WITH ABC DURING sU&ORAOE R14 OR GREATER PCCP PLACEMENT AND REMOVE PRIOR TO HMA PLACEMENT NOTES: CONSTRUCTION ORDER FOR CONCRETE TO ASPHALT TRANSITION: 1. ABC TO BE PLACED, COMPACTED, AND AccEPTED PRIOR TO PLACEMENT OF PccP. 2. PCCP TO BE PLACED. 3. REMOVE 4 INCHES OF ABC IN THE OVERBUILD AREA PRIOR TO PLACEMENT OF HMA. CONCRETE TO ASPHALT TRANSITION DETAIL (NOT TO SCALE) BNDD�-� SB E LANE ID" Se 'AXV2 PROPOSED IV r,,.. PROPOSED 12 PROPOSED CONCRETE PAVEMENT Y OMV£L-- SHOOLOER MATCH EX. CROSS SLOPE 13. ABC (CLASS B) TENSAR TX -610 GEOGRO CONCRETE SAVED' EDGE SS %NE�2 PROPOSED 12 SB TRAVEL LANE MONO IS' RAIL ROW VIDES (14O' Mw) LONGITUDINAL CONSTRUCTION JOINT SEAL AT CONSTRUCTION JOINT NOTE, TIE BARS ARE TO BE EPDXY SET INTO EXISTING CONCRETE PAVEMENT WHERE NEW CONCRETE PAVEMENT ABUTS EXISTING CONCRETE PAVEMENT. CONNECTION TO EXISTING PAVEMENT NORTH OF PARKWAY/HOLLY/18TH INTERSECTION PROPOSED 4' PROPOSED IA2' MEDIANPROPOSED 12. MEDLW 12 PR. -se DEC. IEH TURN CORE NB ZEN. SO�UTHI OF PARKWAWHOLLWI BTH INTERSECTION POSED 1. LAR PROPOSED PROPOSED 12 PROPOSED SB tANE¢2 ��m LENB DECEL FT TAN VNE NBBIAVE TRAY.2 EXISTING 1T 1RAveL LWE BO' METING CONCRETE PAVEMENT DIMING WI' CENTER LANE PROPOSED NBTRAVEL PRoposco Ix' NB TRAVEL X VAR. LANE ENDING 12 TRADEL LANE CONCRETEEIVIGE OF TRAVEL UNE sXio6ull oNAV' 2' HMA (GRADE SX) (100)(PG64-25) 2 HMA (GRADE S)(100)(PG64-22) LL2" HMA (GRADE S)(100)(PC64-22) 6" ADC (CLASS 6) TENSAR Tx -610 COSMO ASPHALT PAVEMENT DETAIL (NOT TO SCALE) PROPOSED ROAD TYPICAL SECTION WELD COUNTY PARKWAY (NOT TG SCALE) CONCRETE PAVEMENT DETAIL (NOT TO SCALE) PED 12 NB ACCEL UNE PROPOSED 12 SHOUlDER OF TRAVEL uvE NOTE, ALL FILL BELOW NEW PAVEMENT TO BE MIN R40 OR GREATER MATERIAL. r P 4 SHOULDERPROPos 2' DENVEL SNOULSCR PROPOSED 4' SLIODLOSI mAMY •CPROPOSED ONCRETE — PAVEMENT SHOULOSII SHOUUDER CONCRETE SAFETY EDGE e" Asc TENSAR , s 0 (cussCOCCI, POINT OF SLOPE SELECTION THE SAFETY EDGES WILL NOT BE MEASURED OR PAID FOR SEPARATELY, BUT SHALL BE INCLUOEO IN THE COST OF THE BEM CONCRETE PAVEMENT. CONCRETE SAFETY EDGE DETAIL USE ON ALL ROAD SECTIONS (NOT TO SCALE) J.2 Contracting Company :o _O F z `t r h Z �O�\ \E/ cc O 11I fA N 0 S E. 07-31-20 O,a,al By DwiwedRE WSS TPY .1T-PaMwax PBP.tlug As Shown Sheet: a: 22 92 4683338 Pages: 38 of 107 02/17/2021 02;02 PM R Fee :$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO Eli, BM s\Plan Sheets \Weld Coun 14 DPG Mining Tabulation of Surfacing Quantities a w 7+ y .o„_ U F. ' - m Da !A 13 i. y _ 3 m cg ® o v : 3 ,= m 3 t w'iii ,3 ° d a m 0 ' CDOT item code 403-33841 403-34851 304-06000 412-01100 412-02000 506-01020 Station to Station Side Hot Bituminous Pavement (Grade S) (1)00) PG64-22 Hot Bituminous Pavement (Grade SXz$)00) Aggregate Base Course (Class 6) Concrete Pavement (11 inch) Concrete Safety Edge Geogrid Reinforcement (TensarTX-160) c E a ill V p c 1 0, t7' N Tons Tons Tons SY LF SY WELD COUNTY PARKWAY 113+84 134+41 L 1,013 4,209 2,147 2,646 120+09 139+00 R 803 3,480 1,532 1,847 HOLLY AVE 0+60 1+60 Center 208 97 41 795 1+60 2+01 Center 16 9+69 12+54 Center 380 178 442 1,455 SOUTH ACCESS DRIVE o _ ,u3_ 121+71 125+02 L 188 Totals 588 291 2,487 7,689 3,679 6,743 Z ®: F IZ CC ® LLI M Itil u) E,._ F _ �a n fig. ' „, ° MY Y JCY F4.ia� n �� .tra A o Sheet: 23 92 4683538 Pages: 39 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppea, Clerk and Recorder, Weld County County, CO a CD CO 0 0 tr- 0 m en o- 0 co co M a co a m 3 Y m a H ) a m m a i^ 0 U a r Ql L to a O co a c 0 a 0 V Oro a - t PROPOSED FENCE M M x k w M �- _ , „ / / STA tt8+63.50 PROPOSED FENCE ` ■-1 w / / / _ OFF: 90.27'L STA: 11St+4-5:18-/ C% _x r -...-a,,///,r/ ` a �� —\\ / // * a * —k, OFF: 9(1,271T--. \� .ier _-` — — — —_'\\� -- � ___ r k r x ` -------- i1 / \ ICI _�� -------------------------__ "787D— — -- - \ - - _ _ _ ._ $ _ _ r / ,ice \ _ -� — _ — — —�� — — _ - _ /- -- /,�f - _ ------- 'J \ - 18]4.__.__ el ------_ --- --- - -- _ / /j- — — ---- - \ / --- 4815 •7 -- _... _ -- ' n —.nl- - -nj- - -Cu- 1 - - -ql- • a 0 I ry _ _ BEGIN CONCRETE PAVEMENT END GUARORAII BEGIN GUARORNL STA. 118+86.2• STA: 113+84.00 REMOvED GUARDRAIL STA 115+49 12Emil OFF: 39.951 OFF 45-65'a_ OFF: 54.001 V '^° ; g c o ≥ ° e- L Lr. BEGIN GUARDRAIL — in m 113+75.74 PROPOSED CONCRETE PAVEMENT REMOVED GUAR DRAL OFF: 38.13'L ' _ , `— — ,- it.. �`,,\. 114[•00 114140 114+80 \ - - \ --------- + 20 715+80 m �- - - __ 116+00 118+� - '� 116+80 fi ` 117+40 - - 117+80 118+00 J * 1 +40 118+8D _ _ -- �= 119+40 --4 WELD COUNTY za - PARKWAY ca a 8 3 i ts a_ 4, •` �9 - - ; 3 -- - -- -------------------- -' �-0- 13 •____ -- ----- ----- ----- --------------------------- .. _ • 3 C� � 'psis- — - — — — — — — — — — — — — — -- -' .a„ __ _4615 — — _� 400 1 1.. .7'� - •� - rr 1`\`\ \ ' / /% /'Ili �.� _sue_ �. - J ,-- l- / V/ E. -' -• - / / /� , � 44. - �\ \ 1 / / / EXISTIRC"Z4'-RCP- \III' / EX1S14N624'8CE7NQ=_36� 4I--------------------------------- .. --_- _-� / -------- vere -„ '------ -- -_-- --�j/ 1 ----------------------- I TABULATION OF CONSTRUCTION % 1 / / / / / / `�- __ _ -------------------- _ r I 1 1 L / / / 1 / �/ Lam,_ - -- - `---------------_- f i I � =� a E O /\ '� r CDOT item code 606-00302 603-02306 603-06130 603-01306 603-06030 506-00006 210-01000 V :' COUNTY 38x24 Inch Reinforced Concrete Pipe 38x24 Inch Reinforced Guardrail Type 3 30 Inch Reinforced 30 hch Reinforced al i ! C i BEGIN BEGIN END END STATION OFFSET STATION OFFSET ROAD (31 Inch Midwest Guardrail System) Elliptical (Complete to Ptace) Concrete End Section EIli bcal P Concrete Pipe (Complete in Place) Concrete End Section Riprap Reset Fence 40 40 U 40 _ Y (Q LF L Each LF Each Y LF Ls, I upo 113+76 38 131 115+49 45 65'L Parkway 173 4~ C VMS SCALE IN FEET 118+86 51 00'L 121+76 52 621 Parkway 291 0 1 16+64 90 27'L 119+15 90 27'L Parkway 251 a CO (1 119+87 90 271 120+98 90 27'L Parkway 120 ON TAL SCALE t • . 40 N 122*90 88 49'R 126+46 92 75'R Parkway 332 VERTICAL SCALE Is = 10 LEGEND: 125+47 60.87'R 125*47 54 STR Parkway 7 125+47 60 87'R Parkway 8 33 125+47 60 87'R Parkway 1 SECTIONLINE 125+53 69 20'L 125+54 79.191 Parkway 10 EXISTING RIGHT—OF—WAY 125+46 77 48'R Parkway 1 - PROPOSED ALIGNMENT 70,06'R PROPOSED 126+35 128+25 72 69'R Holy Ave 177 EDGE OF ASPHALT 126+35 70 06'R Holy Ave 8 3l — PROPOSED GRAVEL SHOULDER - r w. 126+35 70.06'R Ho Holly Ave 1 X 4951 SPOT ELEVATIONS N Zed c o 128+25 71.26'R Hoy Ave 1 e Q 126+47 8210'L 127+55 7983'L 18th St 11G CONCRETE PAVEMENT Z LI c` & 126+47 82 10'L 18th St 1 W o • 126+47 82 10'L 18th St 8 33 �. �, `><,,.:/ \ ASPHALT OVERLAY/FULL PAVEMENT O C ti 3 79531 127+55 18th St 1 _/I TOTALS 464 194 4 116 2 26 703 rJ 4630 - - 4830 > U r D m o m k 4625 CC •RD O 0 it O n N N m — 4 4625 � z _ n, abl, DUSTING GRADE ROADWAY CENTERLINE Z O ,�NonN:ugq,� `c; R«9,,sr,% '� '' '' C OFo'% 4620 36846 C. ss - o,,�IONAL Eta',_: h•,rA 4615 O COSTING GRADE AT LEFT SAM CUT UNE 4815 �.a"•�• ills sae• 18714 07-317a QOS Drawn VVS.-. I'' 4610 ' Ds9ne•By S ri rb cs 1 1O Cy SN _ S Sol Cy �.. c) 4610 iii Checked By J�' � Jw rr,� .]r a J� r J r �V m ry J� - gi f: .- S J Ai Pv §O 8 '8• IN °$ 4* D F.i. JT-Parkway PBPdwp Up 0=� U.- 3� rei tyq 6 5'i u� U� g tT� �r 1� gg8 6� �� 3a raw p�Sure Sr:s �� s �� § �' �§ c �� U� AS Shown a 1$ i s �� 1$ Is �s �s �s as ,�"s �s �� : s 1 H Sheet: c 113+80 114+00 114+20 114+40 114+60 114+80 115+00 115+20 115+40 115+60 115+80 116+00 116+20 116+40 116+60 116+80 117+00 117+20 117+40 117+60 117+80 118+00 118+20 118+40 118+60 118+80 119+00 119+20 119+40 24 92 4683638 Pages: 40 of 107 02/17/2021 02:02 PM R Fe•:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO III rdriiiiillitilnligA P \18114 DPG Mining Site1Drawings1Plan Sheets\Weld County ParkwayVT-Parkway P&P.dwg, 25 Parkway Roadway Plan & Profile Sta 119+35 to 124+80, 12/8/2020 1.07'33 PM _ `.. • C 1.1 a O � C - cv ; •^ O V! U u - C - '4 f. J C �i Lee. � L ix , MOM , _ �-`-- !BEGIN REALIGN PRIVATE DRIVE STA: 121+71.31 N -_ -___ SEE PLATTE RNER OVERFLOW BOX CULVERT PROPOSED FENCE PROPOSED FENCE OFF: 111.51'L 1 -__ -__ _ EXTD4S10N PLANS ON SHEET 48 STA: t 19+86.82 STA 120+98.2 11 \ - - -_____ R - OFF: 90.27'1. OFF: 90.271 I ` � }� _ "- � AINNEXRAVE1 DRIVE ,�- _ __ ` `-�,� IS>? TO VT II 1 \ ` � ----- -PEE SEE SF � 15 WIDTH __ __ �� s •,4609 +r.. -�a. s _'-- N. - t- �� _ i - _- ---___ 4610 —.. - �� '-- 4811 - - \ �_ - _ _ ' y2 __ 4� 14 -mtj 8it'1� 1S' ` �� / --- -- ��__ � �'�rVE 15 •� 661 ' ' ♦6fJ ... --- - � •�:�•.��• — - _ '��- • • • - — •_ ��• —•— —• — _ 4614 ' ._ — — ``` • - --Ql- -- _ _ ._ -� -� `� 4.r _� . -�_ -- -� \ Q{ - __. fji- 4b �- ��_ --r ij -. — — ........ - —al -- 4616 \ /� • — r —• .... — • _ — -f REMOVED GUARDRAIL �— =i — �-' __ _ _ _ ---mot—.. l -� ~ -- --- _-- _`ps-----` ,- END GUARDRAIL _ , PROPOSED CONCRETE PAVEMENT EXISTING 't STA 121+76.26 QC C Z e D_ Q a± Si . � C o_ o - A ►to 301 =' Y CC r N i. r� as n. a 1u) -. 1 4817 I OFF: 52.621 � ""0+ � - - _ _ ` _ - I �` .� -- OJ --_ - - - -- ,_ — — - - — ti �► 719180 120+00 n 1 +40 120+e0 — \ \ 11 121+20 --------- 121. - —►-- 122+00 _ _ _ \ _ \ Tl i �BEGIN i 6 "Y W _ 1 — — "- \ LD c -uN -W31.4 ' - 4613 \ pAkIKWAYiljt------- - - - CONCRETE PAVEMENT - - _ STA , 20+09. , ` \CD 1 4t_71'R -" PROPOSED CONCRETE PAVEMENT _ �� N _ 1 _ _ \ _ _ _ — _ _. ' W _ 4673- S, -, _ — J--- ° 1 �-- - 4 11 - �F3 C ilt � 5. E o c l °f 3 > al _ _ i - N r _ 4b10 -- -- — 4410-- -�— - 4609 z - - �' � Is _ !� _ 1 Q _ e - ' _ i, n —_ - _ Y - , _ ; _ _ _ �- - \ ti4,r_ 46 i-__ 4610 -ea 60A ��4609 ' V t,----T—r11 • •vit—'•4.—....-04-4.e. •ww....... I) I ~ r - - 4 / �- - _ - �°' t ` �IIIPIE41 - - - - - / ----- ACCESS DRIVE BEGIN PROPOSED'FENEE _ 4 i STA 122+90.04 461 O 1.-a,' V Ca N '� ,7- - - /�460 / 1 LEGEND: i \ 91R/ _-1 `_ 4612 •� - _ _ M _ ° N w CC c I 51< 8 € i u° L Ill c €d u� u SECTIONLINE r - EXISTING RIGHT—OF—WAY PROPOSED ALIGNMENT PROPOSED EDGE OF ASPHALT - PROPOSED GRAVEL SHOULDER X 4951 SPOT ELEVATIONS 40 x 40 Z - CONCRETE PAVEMENT SCALE IN r c HORIZONTAL SCALE I • = 40' > U A 6 \ \ . 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G g S n' a, o a< d b0 Un �' C g 3 Tar n' S 5 el n0 U10 �� it L _ g 7i o �n br • iii- 0 UO 10 . 4600 L p a s _ .I in �i Am lh•da� JGY -� h J T-Psrk�M PY 3P.dwY t1i'aV As b11GW1 Sheet Or. 25 119+40 119+60 119+80 120+00 120+20 120+40 120+60 120'80 121+00 121+20 121+40 121+60 121+80 122+00 122+20 122+40 122+60 122+80 123+00 123+20 12.3+40 123+60 123+80 124+00 124+20 124+40 124+60 124+80 P:118114 DPG Mining Site1Drawings1Plan SheetslWeld County ParkwayWT-Parkway P&P.dwg, 26 Parkway Roadway Plan & Profile Sta 124+80 to 130+40, 12/8/2020 1:07 41 PM 4683538 Pages: 41 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppe:, Clerk and Recorder, Weld County County, CO II WININIVI IIENIAIrIVPAtatilimi, 1111 I � I � V C r.! Crt O N ; °-3 " N w ... 7 � Mau 0.... el VS CU w U LL C Q' • N § v ,. 3,9x i�.., a r 'P � 0 n , � r ill PROPOSED 30" RCP END CONCRETE PAVEMENT PROPOSED 24"x38' HERCP FES STA: 126+872 STA: 125+53.60 its Ac RIP RAP '� OFF: 1,02.381L BEGIN CONCRE STA: 12 I +15. E PAVEMENT \ \ - — 'STA 126+47.3 • OFF: 79.19'L I • 10 \ .16'L \\ \ HotC17AVE t / OFF: a2.15:4.1 ' ND REALIGN PRIVATE DRIVE EXISTING .2t,xJ8" HEftCP / \ STA: 125+02.23 STA: 125+'53.17: � OFF: 94.781 �= 69.20'4 ` `OFF: 1 \ STA: 127+55.21 -- \ PROPOSED 3D•"�P FES _ — _ _ _ — _ _ — _ \ FF: 79.83'L ' // NV — 4607 ....�� ` — _ _ \\ ". ►'<�i�.l�) / �cp1; 1 1 1 I 1 / _ � — — I. I'MST—. w` ... �. _ 1 / 'et \ 1 \_---- _�___ —_ SKY `� / 4608 (�;It 46094610 \ ------___ _ \ " / ' — — —' — /, Y �. '--___ �_ KEY �`��, i N.T.S. __``—_�� 1 — --- 1 .: �• _ �� J\�X�f 4� _ x 'i" ` ` 4 W - - n RCP 12 � ` _ � \ � F PROPOSED OPOSED STORY SEWER _ / ♦6_� _ � � PROFILE SEE SHEET 53 4815 4616 _ � 46 - i _— \ 4615 —_ '. -_��. •!,� `` _�- e,—_"•r� -- - _ -` 6 _ ------ 46 , , � _ --- - l f FOR PROPOSED STORM SEWER ` __ � � - ' `�� - PROFILE SEE SHEET 54 -_. - _ �� PROPOSED CONCRETE PAVEMENT -- - 461', ' j 1 � ` � � � � WELD COU - _ - 46,J �' 46I� NTY PARKW DPG Site Weld County Parkway Entrance Parkway Roadway Plan & Profile Sta 124+80 To 130+40 A 1r sss - _�- PROPOSED CONC iE T PAVE�IC� r_ , � . --_ E 1 _ -'A ---- -- -- - _'6�i � 1 \ 128+0,3` \ _ - ``- _ - - ---�—_ 7/ f--4,7------- --- l -- 126.40 �_ — �`i�_ ~� _ X29, $Q - _ X- _ __ -, _ _ _ lX- -:`-- -- �/20 �_ PROPOSED CONCRETE PAVEMENT -- -_ _ --A--, _ �. — . )29 - 1 /` ! ) _ _ -_� '� � _ _ C1 \ _ y \\_ / •, � �r C► C RI ch a E 5.- O 01 - rV V a7 _ 1 - `-' • x ,— 4608 �-- — __L_L `"s-- � ` _ ap __-- 4607 _ \\ 4607 `►.,..<� ' i -- - - , 1 46)0 \ ‘.= 4; 1 1 1 I .� 1 �- 4610 ` 1J �/ 4 /, ��s 4812 •� -� _ d Off- 0�a6 �'c+�s, • `-4►— -- A ` o�-� ` - w FOR PROPOSED STORM SEWERP. ` "-7 34 'x3' PROFILE SEE SHEET 53 PROPOSED P FES (V —.., ‘—- o STA: 128+25,20 - '� `EXi571N�Z4%38" HE RCP 1 STA: 125+4,42 � \ III OFF: 72.89'R I FOR PROPOSED STORM SEWER L \., C PP ° �(1. T , ' PROFILE SEE SHEET 54 NEL0 COUNTY FUEL SITE WATFR OUALTTY PDNQ ` - OFF: 54.57'R \ , I INV 4606.67 j SEE GRADING SHEET 58 FOR REQUIREMENTS FOR — _ ----` :\ t i. MAINTAINING WATER OUAUTY POND VOLUME— �� — '- r 1_--.�-_-'---'-- \ PROPOSED ASPHALT OVERLAY/FULL PAVEMENT/ N ,i _ - - V_ PRO�SEB-24"x38' MERCP FES i "ST& `�` LEGEND: - - - - x 126+35.25 ; / OFPVO.Qb'R `�• \ \ \ �i I \ z5gg O $ ` L , u ; 8 � - ft Eu °I SECTIONLINE PROPOS . " MERCP PE5. \ / EXISTING RIGHT OF WAY `,�`'�! x38 \ � - - ~� STA: 125+4 . \ \ OFF: 80.8TR \ / ' PROPOSED AUGNMENT / \ - i \ \ PROPOSED EDGE OF ASPHALT - - - PROPOSED GRAVEL SMOULDER ENO OF PROPOSED FENCE \ X 495• SPOT ELEVATIONS \. STA: 126+45.55 40 20 - 40 OFF: 92.75'R \ —[ .` ./ \ ti ., - CONCRETE PAVEMENT \ SuAil IN FEET �— \ \� \ _t \ \ ASPHALT OVERLAY/FULL PAVEMENT imii HORIZONTAL SCALE 1• . 40 vERT,cAL sc.,'"1• . 1v a u I 44620 mo," - - EXISTING GRADE AT ROADWAY CENTERUNE EXISTING S GRADE AT LEFT SAW CUT UNE 4620 toll D C n ; ; '° N ^ 4615 _ �c�cv 4615 --- — -- — — — -- — -- --- — -- — — — — — — — —� — ,�``RtW4ji, _;. '- O 61. - 6 'I'"'• ^-------------- --------------------------------------- ___—.--___—__---_—_______---_---.—__—_—____...__—____--______.-. ----- O 4605 LOGTX)N CONTRACTOt; p� EXISTING is TO VERIFY ELECTRIC OXIMATE � OCATION n �T EXISTING 24ex38. A 125+4'.96 qIy 4807.04 MERCP EXISTING GRADE A' RIGHT SAW CUT UNE 4610 / � V ir � . 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N St• IA N ♦ ♦ � 1/� • N f + N � � N • � N + � 11/� • � N • + + �• V1 +, Sheet. 0+ 27 92 130+40 130+60 130+80 131+00 131+20 131+40 131+60 131+80 132.00 132+20 132+40 132+60 132+80 133+00 133140 133+60 133+80 134+00 134+20 134+40 134+60 134+80 135+00 135+20 135+40 135+60 135+80 136+00 � 4683338 Pages: 43 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO a to 0 0_ `m o_ to Ng 'D a 0 a to 0_ I— to 0- c O 0 _'O m al L C to a �i co U3 C C a 0 Y (70 o_ III igiriffiR,VICIAMILMIIINI:1114.iik Bill LO \ \ j . 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L 112 : ii HORIZONTAL SCALE 1 • = 40 4623 - VERTICAL SCALE 1 • = so ' Z 4620 TEXISTING GRADE AT ROADWAY CENTERLINE _O Im u 4 h b — — 4620 O m o ri %i --- -- — — -� — - - -+— - — — - - � - -- - - - - - - - - — -- — — -- — — _n :-gEXISTING 4615 4610 GRADE AT RIGHT SSW CUT UNE y A 4615 co Z y -- N -, ��"��..N�QE i,,J4' h Sl Ir... �)' S . y e. � �_ 3 fig46 . •t • + CONTRACTOR EXISTING TO VERIFY CAS LOCATON - LOCATION PRIOR TO . IS APPROXIMATE CONSTRUCTION EXISTING 4131-0� TO REAMAIN ROTECT IN STA 138+8 INV: 4611.40 ' RCP PLACE .10 G 30-0 TO REMAIN ROTECT I STA: 139+ INV: 4811. RCP PLACE 7.54 4610 O 'n8: 44. ss/�. t•�,• 4 4,SJONAL t.-- 4605 4600 - — - —.— — - 4605 CC IL Q Jai• 18114 Da. 07-31-20 prowls: WSS O a 'n5 o u • O_ ga ^1 n u + JS SQ ai n u + JS - _ O h2 a5 ,p u • - !t per i°5 ;o �� • u`1 ^ 1t •K '°5 ;a ua + J{ P $K '°1 ;o u .j P ^!t a.5 ;o u • P aa '°5 ;o u + - P Oar '°5^1 ,o a + v 4 $k ,o ut • JS - O hQ ^5 ;o u • - a n0[ ^1 n u • R p Sa ^1 tl ut + a Q �Q ^1 o u • 4 a 5 3 JS - }} $ * 3 JS - - 3 - 3 JS 3 _46co kA u ui � D.y,.1*: TPV (T.OVB: JCY Fl. JT.Phrk AIY P&P CMS Scale As Shown Sheet a 2822 136+00 136+20 136+40 136+60 136+80 13 7+ 00 137+20 137+40 137+60 137+80 138 .00 138+20 138+40 138+60 138+80 139+00 139+20 139+40 139+60 139+80 140+00 r 4683638 Pares: 44 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO u, v M rn r a 0 8 m N a` od C fD a d c O Q .c O O1 (V a 05 a T to a 1' a c O U 1, 3 L cn c W .) 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PVI ELEV: +98.11 4811.79 — PVI STA: 2+56.42 PVI ELEV- 4611 67 PVI STA: 2.96.25 PVt €bib+ 4+iiG 84 + 4630 • HP [tea 4613 51 K. 7 LVC: 3D.00 0.0 R. 17.12 LVC: 3000 K: ?2.S6 4625 p ° o'a $ev *Da ,n LP Sto: 5+13.11 LP Elva,: : 4611.76 HP Sto: 2-41.42 HP Elea: 4511 70 LVC 30,00 LP Sto: 3411.25 LP Elev. 4610.79 II O o N e. V' I rj • + -.-g+ `o ems° kk MATCH 7 EXISTING m W M �1 C,k ^ W �W y, : in r e � + cv � b • / N a � 10 .r �,, r n + N s a ♦u `J .7e.- e n p .r •1 II �W .r > 4620 )04 C RI dI a o E / l g �/ O cr +� li V RI - r -0.73X --- �i� 4615 -I-402 W D. ��" - t SX lw��riA i.AW •IT. -0 212 � 1.9 4111 _ -0.6J% 40 20 0 ` EXISTNG d�Q PROPOSED GRADE GRADE AT CENTO AT CENTERLINE NE OF EX6TNG OF REALIGNED ACCES ACCE DRIVE DRIVE r ` DEMO GRADE AT CENTERLINE 4810*me SCALE IN FEET HORIZONTAL SCALE I• 4o COSTNG TELL -PHONE - LOCATION IS APPROXIMATE XIRTING GAS - LOCATION OF REALIGNED IS ACCTS DRNE VERTICAL SCALE t• " td L 4r a. CONTRACTOR TO VpUFY LOCATION PRIOR TO CONSTRUCTION CONDUCTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION CONSTRUCTION �� C "ET �a nn .n �m nn a o �� n a m :� r, nn a H •in a iii R ao Nn 473 a a r �� nea a a n P. a _. nN PtN n �g r a �m N a N R� - a n a el a �o 4.1 a 54 OO v a co n� 00 a a �� 00 a at 4605 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 • X60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 Zto N O m ti -+ E I- 6 . I r' 6 r ? le 41 ? Line Table Curare Table 0 _ " ' ,- , Line # Length Direction Start Point End Point Curve # Radius Length Chord Direction Chord Length Delta Start Point End Point I.. m m Lt 4951 S63' 29' 38.26"E N: 1393901.68 E: 3245272.29 N: 1393879.58 E: 3245316,59 C1 107.50 9.95 S66' OS' 46"E 9.95 5.30 N: 1393905.7005 E• 3245263.1864 N: 1393901 6772 E. 32452722852 ' s a O "'NP.� i° d c "3 � •o N L2 37.14 S53' 43' 48 58"E N: 1393870.05 E: 3245332.21 N: 1393848.08 E: 3245362.15 C2 107 50 18,32 1 S58 36' 43"E 1830 9 76 N: 1393879.5814 E. 3245316.5909 N: 1393870.0518 E 3245332 2103 H L3 187.63 565' 04' 27,28"E N 1393838.77 E• 3245377 89 N: 1393759.69 E 3245548 05 C3 . 9250 . 1831 559' 24' O6`E 1828 . . 1134 N. 1393848.0807 E. 3245362.1533 N 1393838.7746 E. 3245377.8902 G z N P.") 1��0,„,stRE"•.,, .••"Lt•9/St A_ ; � 368^^46 2 •. y E C4 57.50 36 42 S46' 55' 48"E 35.81 36.29 N: 1393759.6940 E. 3245548.0456 N. 1393735.2395 E: 3245574.2057 Z O O C EXISTING C,, r2v fit, h F `.......M �''aSS�ONAI - ',,,,,, x,h- VARIES GRADE O a" EXISTING ABC fikgoo• J n""; • 1 i` NOTES. ilw jo 18114 BGRADE UNDER NEW ABC TO BE COMPACTED 07.31-20 - - -` 8' NEW ABC TO MINIMUM 952 OF AASHTO T-99. Q� WSS onninN O, TPV EXISTING SUBCRADE //�j✓/✓/�ij�ij�ij////l�^'�! i/�//�ij�//�//�/y//�//�i/> >)� jj�/�j �j\ �� \�i0i. ? NEW ABC TO 8E COMPACTED TO MINIMUM 952 8" SUBGRADE AASHTO T-180. UNDER NEW ABC ■ . ■ W aa Oval � JCV FOJT-Parkway PiP Gem Sni. As Shown GRAVEL DRIVE REALIGNMENT DETAIL y Sheet cy 29 92 NOT TO SCALE 4883538 Pages: 45 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Wald County County, CO ill PO PIIIIi�'Ili Fn' ,i� ' �lie k' !IV" r ill Rik II 1 P.\18114 DPG Mining Site1Drawings\Plan SheetsMeld County ParkwayUT Intersection Detail.dwg, 30 Intersection Detail Parkway 18th st & Holly Ave, 12/8/2020 1:08:00 PM \ • • 4610.6 • • / FOR PROPOSED S dtM SEWER PROFILE f E SHEET 53 C / • \ / \ /• / / EOC FOR \ 1f Ire ‘4611.23 PROPCS=D PROFILE \\ `, PROPOSED \ CONCRETE PAVEMENT • 610. 4610, 01\ 4615.69 616.41 ', 4615.67` 4616.39 • EDGE OF GRAVEL LD `,` SHOUER .\ `` i • • • I i I I I /f EOC DOE OF GRAVEL SHOULDER( i ,0618.69 4617.20 A+ k / STORM SEWER SEE SHEET 53 616 55 • 4616.90 4610 6C • • • \• EDGE 0 GRAVEL SHOU • ir J 4610.83 PROPOSED ASPHALT OVERLAY/FULL PAVEMENT EOA / 46IC_52 4610, 0 4610.92 4615.32 r� • no. FLOW l LINE ti • X4613.08 'RO'OSED CONCRETE DAVEMEN" • • 1 4610? 4610 ;5 • 46tc 'e 4610 06 4615.36 616.0/ a J O 4509.67 X461,10(; EOC • 4610.71 4610.46 \\ i 4061 4/609/ .96 [OA 0 0 II 4609185 • i L lz 46 4.6.0e, EDGE OF CRAW l SHOULDER A \ DRAINAGECkPROPOSE ` EASEMENT \ • �• EXISTING ROW co r4o -� 44 \ \ \ \\ \ EXISTING ,. • .e s/� LEGEND: X 4951 -0- r� ', 4). FOR PROPOSED STORM SEWER PROFILE SEE SHEET 53 - 1�• �- 1 - 40 SECTIONLINE EXISTING RIGHT-OF-WAY PROPOSED ALIGNMENT PROPOSED EDGE OF ASPHALT PROPOSED GRAVEL SHOULDER SPOT ELEVATIONS FLOW DIRECTION CONCRETE PAVEMENT ASPHALT OVERLAY/FULL PAVEMENT 20 Q a 40 1 PROPOSED \� ARNN/GE EASEMENT. SCALE IN FEET HORIZONTAL SCALE t • • 40 \ 0 CC H 0 CC 0 O W H u] 2" t 3 d m V U • = 0 �� . . > 13 at c ac Q 3 Waft r a) ; rr C N Y O to li a °' E 0 0 c J-2 Contracting Company 6 e n E 71 P eT o c) REVISIONS g Lk gr u° 4 is U m U m n n A h io A lNd N H iJ N N U4Jus4 WSS TPY FS. JTantersection OetYlo«9 Stale AS Snow 1 Sheet: of 30 92 4683538 Pages: 46 of 107 02/17/2021 02:02 PM R Fee:$0e00 Carly Koppes, Clerk and Recorder, Weld County County, CO mrdrupakvnii ra "Ili 31 Parkway Cross -Se an Sheets \Weld County Perkwa 4630 4625 4620 4615 4610 4605 -100 -90 -80 -70 -60 -50 4630 4625 4620! 4615 4610; OFPSET = 66.52 L EL 4606.34 lti 113404, 0 OF 30 -20 -10 O.fis \-EXISTING FIBER OPTIC 4805, �. -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ALL UTILITIES ARE APPROXIMATE AND NEED TO SE FIELD VERIFIED PRIOR TO CONSTRUCTION 4630 4625 4620 4615 p 4610 EL = 4617.20 115 {.(*9 .III 1.41 — ______ ________ OFFSET = 49.08 L EXISTING FIBER OPTIC 4805' .. -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ALL UTILITIES ARE APPROXIMATE AND NEEO TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION 10 20 30 40 _ ___________ 10 70 00 50 60 90 4630 • 4625 4620 4615 4610 4605 100 4630 4525 4620 4615 4610 \ JY 4605 20 30 40 50 60 70 60 90 100 4630 10 20 SCALE IN FEET NOW20NTAL60AIE1•=eV VEnncALscALE to C� z �nN c H Parkway Cross -Sec sting Company a s N 19114 See WSS TPv . Raarle.DowSeebreNp Sheet p 31 92 4683538 Pages: 47 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO 2 I1 (3 x� rte: 4630 4,6Th 4620 4615 4610 I 115+50 1.62 --------•-------------------------- I\ -EXISTING FIBER OPTIC OFFSET 59.69 L EL a 4613.40 n v O 10 4605 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 4630 4625 4620 4615 4610 4605 ALL UTILITIES ARE APPROXIMATE AND NEED TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION i' u 116+00 -•••• EXIS'ING ROW 4630 t 4620 46',' 4610 \\ /- \ - 4605 10 20 30 40 50 60 70 80 90 100 1 ---I-- 1 ------------------------------- ----- x W = 49.55 L EL = 4616.55 --EXISTING FIBER OPTIC -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 4630 4625 4620 4615 4610 4605 ALL UTILITIES ARE APPROXIMATE AND NEED TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION 116+50 ••••— EXISTING 24" RCP OFFSET - 85.85 Ft- \\40 INV • 4605.4 4630 025 I b 2 0 4615 ------- 4610 4605 10 20 30 40 50 60 70 80 90 100 (,� Q a`" K I a n 8 W XvIP- If W II I J o! "^ U II M N '� r a .----- r-- - -r- r i _ - OU WX0 1 �� i 2.0% 2.0% --------------- ---------------...._ __-----.. ..... 2 F SII — -- I OFFSET EL = 4616.25 . 50.39 L -.. , .... ----i.e � .- -. � 1 --` EXISTING FIBER OPTIC NI in n G gr EXISTING OFFSET a INV a 24" RCP 84.69 R 4605.44 -100 -90 -80 ALL UTILITIES ARE APPROXIMATE AND NEED TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 4630 4625 4620 4615 4610 4605 100 20 10 0 ?o SCALE IN FEET HORI20NTAL SCALE r . 20 VERTICAL SCALE 1• . I0' u C �r O n c r N�pp = N s 15 . CD S n f cU o LL Mr1 N 2 4 d In N Q U 0 a J•2 Contracting Company cf E e G f>^ i REVISIONS u 3 h h m U Q m n t\ to ci n 8 c1 N CV N H ICI N O 2 G. v. 18114 07.31-20 WSS ,c.rO ft TPV .•wwllr JCY •,. 11.Padm, vu-Secoons0q .�. As Shawn Sheet OI 32 92 4683338 Pages: 48 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO III Kiln% Unlit' TAIRRIMAIMI10141114 P \18114 DPG Mining Site\Drawings\Plan Sheets\Weld County ParkwayVT-Parkway Cross-Sechons.dwg, 33 Parkway Cross -Sections 3, 12/8/2020 1 08.20 PM 4625 4620 4615 4610 4605 PROPOSED Row OFFSET = 72.87 L EL = 4608.80 117+00 S U A I A x - -1.82 ------------ -------------- I\ - EXISTING FIBER OPTIC 4600 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 4625 4620 4615 4610 4605 4600 ALL UTILITIES ARE APPROXIMATE AND NEED TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION PROPOSED ROW OFFSET = 76.09 L El = 4607.75 n 10 qt 0 lir 10 20 30 40 50 60 i.sx---------------------------- I\ -EXISTING FIBER OPTIC 4625 4615 4610 ' 4605 4600 80 80 100 4625 4620 4615 46 n 4605 4600 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 40 100 4625 4620 4615 4610 4605 ALL UTILITIES ARE APPROXIMATE AND NEED TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION PROPOSED ROW OFFSET = 73.53 L EL 4608.64 118+00 I 2 —�.7x------'�------- — — I\ EXISTING FIBER OPTIC to t6 10 4600 • -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 ALL UTILITIES ARE APPROXIMATE AND NEED TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION 1 \ -- i i 4625 4620 4615 4610 4605 4600 10 20 30 40 50 60 70 60 90 100 20 10 0 20 SCALE IN FEET HORIZONTAL SCALE 1• = 20 VERTICAL SCALE 1• = 10 o H 7 N'n V wagk 40,G cumof n w = 450 ra 217-t 8_41 LL n c a, in V C .Q R g � ~" In y C 3W • as U au 3 $ Ncu I to aCL a G a� g r1 U h U m U O f^ 0 CJ a n n N 0 h 2 N '•i Dot. 6~8 .a e B Fh JT ' Sul. •d114 u J-31.27 WSS TPV JC,Y Cross -Seams As Shown Sheet a 33 P:\18114 DPG Mining Site\Drawings\Plan Sheets\Weld County Parkway\JT-Parkway Cross-Sechons.dwg, 34 Parkway Cross -Sections 4, 12/8/2020 1:08:23 PM 4683538 Pages: 49 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO III Prdrieli 41415if WV II III 46 462:, 4615 4610 4605 PROPOSED ROW 118+50 1.22 _____ 1.22 _________________________________ OFFSCT - 64.99 L EL = 4611.59 XISIING FIBER OPTIC 46OO -100 -90 -80 -70 4625 4620 4615 4610 4605 ALL UTILITIES ARE APPROXIMATE AND NEED TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION PROPOSED ROW �\ e� -60 -50 -40 -30 -20 - 0 0 10 20 119+00 30 40 50 60 OFFSET s 68.83 L EL = 4610.44 1.5% 1.sx_L----------------L----- �EXISTINC FIBER OPTIC 4600 -100 -90 -80 -70 -60 -50 -40 -30 -20 4625 4620 4615 4610 ALL UTILITIES ARE APPROXIMATE AND NEED TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION 4605 - 4600 -100 -90 -80 -70 -60 -50 --40 -30 -20 -10 0 10 20 PROPOSED ROW 07 O -10 EXISliNG ROW 4�.1�� 4620 4615 46' 4605 4600 70 80 90 100 119+50 10 \ EXISTING ROW 1 20 30 40 50 60 4620 46 461O 4605 4600 70 80 90 100 ------------_ a. ------EXISTING FIBER OPTIC N 0 io 0 3 O O ALL uTILITIES ARE APPROXIMATE AND NEED TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION 30 40 50 60 70 4625 4620 4615 4610 4605 4600 80 90 100 20 10 0 scALE IN FEET HORIZONTAL SCALE 1• = 20 VERTICAL SCALE 1.. 10 Y A r �N� Ng,1k NONE 0 co LL• y >c aC on! v>;fix C Jr- ! Coro a C d 3 a O C V M s. elt a) C 3 W A • M w 3 in S. C7 CL C3 Parkway Cross -Sections 4 REVISIONS J-2 Contracting Company 6 gE a 42 i o tc a u b rvi opa tl M 2 U 6 a 9 a Q m cf CZ R !1 i N n N c H 2 N one 07-31.20 convi, ft WS ag.csa a, cT'PUkw4Y C ross-SoCbrs.Osi Scats As St.. over Sheet 1, 34 92 4683538 Pages: 50 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO VIII rid MK In% Pr RIM MO Nein E PIIII rillKI� 11141 "III � P 118114 DPG Mining SitetDrawings1Plan SheetslWield County ParkwayUT-Parkway Cross-Secbons.dwg, 35 Parkway Cross -Sections 5, 12/82020 1 08:26 PM r 4627 <62C. 4615 4610 4605 4600 a w 0 a O cc i OFFSET a 80.86 L EL m 4607.42 OFFSET - 81.62 L EL = 4607.67 1.22 EXISTING FIBER OPTIC 120+09.30 si m W a 2.12 1 4620 4615 46'0 4605 4600 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 4625 4620 4615 4610 4605 ALL UTILITIES ARE APPROXIMATE AND NEED TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION a OFFSET = 78 32 L EL as 4608.61 OFFSET = 80.20 L EL >• 4609.23 x a &n \EXISTING FIBER OPTIC 120+50 ui ro 4600 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 4625 4620 4615 ALL UTILITIES ARE APPROXIMATE AND NEED TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION 4605 • a tu W OFFSET = 81.72 L EL s 4610.99 i W d ON tr a i i i OFFSET = 77.14 L EL = 4609.46 3.72 i \-EXISTING FIBER OPTIC r 4625 4620 o 2 W 4615 3 la.r i �\ .. 4610 N. i N, i "N� i N N. N. _. 46u•D 4600 10 20 30 40 50 60 70 80 90 100 h f b e 4600 + -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 ALL UTILITIES ARE APPROXIMATE AND NEED TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION 4625 .. 4620 OFFSET - 69.08 R EL as 4605.55 EX DRAIN EASEMENT OFFSET = 75.83 R EL an 4605.40 4615 4610 4605 4600 10 20 30 40 50 60 70 80 90 100 20 10 0 20 SCALE IN FEET HORIZONTAL SCALE 1 • = 2v VERTICAL SCALE 1' a t a C J O O 3 CU a C J-2 Contracting Company cj - e a -O i3 REVISIONS 1 F/. JT•ParinvJyC'OSS•SNlUOMdwy Ste. M Snow.+ 1V U 07-31.20 'MSS 'NV 1CV Sheet of 35 92 4683338 Pages: 51 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Reoorder, Weld County County, CO . Li till 2 IL N O co co a 10 C O W O U m a !O t"1 ai c 0 m 0 U 1n a 3 m a ff c J erg U d! L C as a e s cu (n c c_ n. 0 co r a 4625 4620 4615 PROPOSED ROW 4610 OFFSET • 80.47 L El - 4811 21 4605 / �,." OFFSET - 76.71 l EL • 4609.95 121+50 4 7g — EXISTING FIBER OPTIC 4600 - 100 -90 -80 -70 -60 -50 -40 -30 -20 -10 4625 4620 4615 4610 4605 4600 ALL UTILITIES ARE APPROXIMATE AND NEED TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION OFFSET = 80.00 L EL = 4610.95 OFFSET - 77.34 L EL - 4610.06 �-EXISTING TELEPHONE EX STING FIBER OPTIC OFFSET = 69.58 R EL = 4605.62 2 W W 2 Z O / / / / OFFSET • 71.88 R EL = 4805.58 122+00 4615 4610 4605 4600 10 20 30 40 50 60 70 80 90 100 5.6X 5.4R OFFSET - 69.47 R EL a 4605.69 OFFSET • 69.80 R EL • 4605.69 9 / / / / / / N_OFTSET = 70.90 R EL - 4606.06 4625 4620 4615 4610 4605 4800 - 100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 4625 4620 4615 4610 4605 ALL UTILITIES ARE APPROXIMATE AND NEED TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION PROPOSED ROW OFFSET - 79 13 L EL = 4811.40 maw�J OFFSET - 76.14 L EL • 4610.40 46° 40' �+£JCISTING TELEPHONE XISTING FIBER OPTIC 122+50 I cc 6_Os ID e 4600 -100 -90 -80 -70 -80 -50 -40 -30 -20 -10 0 ALL UTILITIES ARE APPROXIMATE AND NEED TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION OFFSET - 67{99 R EL - 4605.78 / W 8 z O PR DRAIN EASEMENT --••• OFFSET • 74.58 R EL or 4607.96 4625 4620 4615 4610 4605 4600 10 20 30 40 50 60 70 80 90 100 20 10 0 20 SCALE IN FEET HORIZONTAL SCALE 1' . 20 VERTICAL SCALE 1" • 10' Q O "• V 7 N 07a N m a u y� 0 a 1V:f W C Q a O t'Zt argil a c o s t o c um a L 3 `+' >w L; in c%`a am cl J-2 Contracting Company REVISIONS t u u u u b u L c pU M C3 n sti n rt r n A H H N O 187 out 07.31.10 awe et WSS Oaosm.I It 0,400.10 N Jet TPY to JT.PMYwoCoollak eadp Sok As Show Sheet Ot 3 6 92 4683538 Pages: 52 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO 18114 DPG Mining Site\DravangskPlan SheetsWield County ParIcwayUT-Parkway Cross-Secions.dwg, 37 Parkway Cross -Sections 7, 12/8/2020 1 08 33 PM III IN��I�N�YWFdKhNLN10Rl1itilEGYi�hl�h��G YkJ11111 46!% 4h' 4610 4605 OFFSET = 78.99 L £l = 4611.67 a K II a OFFSET = 74.23 L EL = 4610,79 EXISTING TELEPHONE 8 6,OX �.00 i 123+00 _6.0x I EXISTING FIBER OPTIC n yr v 4600 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 ALL UTILITIES ARE APPROXIMATE AND NEED TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION 4625 4620 4615 4610 4605 OFFSET = 75 85 L EL = 4812.18 OFFSET = 72.59 L EL — 4611.09 EXISTING TELEPHONE `EXISTING FIBER OPTIC 4800 — 100 —90 —80 —70 —60 —50 —40 —30 —20 4625 4620 0 4615 1 OFFSET = 72.69 L-' EL a= 4611.92 OFFSET = 69.40 L EL - 4812.99 ALL UTILITIES ARE APPROXIMATE AND NEED TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION O Q 4610 4605 EXISTING TELEPHONE I \EXISTING FIBER OPTIC 123+5r0 10 -10 r N 10gt 2O 0 10 20 124+00 i - J 30 40 30 0• 1 h 1O 4600 • - 100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 ALL UTILITIES ARE APPROXIMATE AND NEED TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION 30 OFFSET = 66.92 R EL = 4605.83 50 60 70 OFFSET = 66.04 RI EL = 4605.91 1 4625 4620 4615 4610 4605 4600 80 90 100 PR DRAIN EASEMENT OFFSET == 87.53 R_ EL 4613.07 4625 4620 4615 4810 4605 4600 40 50 60 70 80 90 100 OFFSET = 64.94 Ri EL = 4605.96 36.22 R 4613.08 4625 4620 4615 4610 4605 4600 40 50 60 70 80 90 100 20 10 0 20 SCALE IN FEET HORIZONTAL SCALE 1 = 20 VERTICAL SCALE r 10 • x'. J r� 0 v C Brz 5 (4�p 0 15 i 45 0 tI wac) 0 Q . n M V z a egt t 3 'wP >_ oo 4 S ' o m Ism C c Q O a co -a r 7,1 C 3 "' 10 U CUAC 3 d 1 a a a C J-2 Contracting Company �!'• __ G.demj �. ^.eft 19114 CI 31-20 Oren. 81 terad. BY Checked By F1, J1.Parywaay Ctss-Socuoni Wg Scy. WSS TPY JCY As Shown Sheet 37 9z 4683338 Pages: 53 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO 2 a iD O 0 N O C C� aD 0 m a O U 8 o_ co t•1 c 0 m O U o_ c`o o_ 2 C 0 U d d t c 1a caw c O cn c 73 G C7 o_ 0 r r m a III OINNIFJP, 11'h14 III II 4675 462C 46'r, 4610 4605 O ¢, F OFFSET = 65.13 L EL 4613.10 OFFSET s 69.30 L EL « 4614.49 8 x W J EXISTING FIBER OPTIC 124+50 1 6 \--EXISTING TELEPHONE 0 W Zv Y 6.0X OFFSET - 64.07 R EL a 4606.06 2 Z i i 2 3 O E SET a 84.98 R! EL a 4613.02 4825 4620 4615 4610 4605 4600 4600 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 4625 4620 4615 4610 4605 ALL UTILITIES ARE APPROXIMATE AND NEED TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION OFFSET a 74.54 L EL a 4614.42 OFFSET a 87.32 L EL a 4612.09 125+00 EXISTING TELEPHONE n • h �o 4600 ~ 01 W /EXISTING ELECTRIC a 6.0; •••••__� OFFSET a 63.06 R EL a 4606.13 .01 4625 4620 4615 i .rte/ 4610 OFFSET = 8{.83 R EL = 4812.76 OFFSET = 64.90 R EL a 4606.13 4605 4800 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 4825 4620 ALL UTILITIES ARE APPROXIMATE AND NEED TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION OFFSET - 96.23 L EL a 4614.22 0 0. J 6.0; 3 125+50 4615 , _ '�i� _---L 6.0; _ 4610 OFFSET s 78.71 L_//e EL a 460815 — r/ OFFSET - 78.37 L EL + 4608.15 4605 EL = 46.12.59 6.0X \EXISTING ELECTRIC 0 i i i 8 N ai e 4600 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 ALL UTILITIES ARE APPROXIMATE AND NEED TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION OFFSET a 62.14 R QFFSET a 84,31 R 2 w w Z 3 O a OFFSET a 65.14 R EL s 4608.20 EL a 4806.20 4625 4820 4615 4810 4605 4600 10 20 30 40 50 60 70 BO 90 100 20 10 0 20 SCALE IN FEET HORIZONTAL SCALE 1' - 20 VERTICAL SCALE 1• - 10 a+«.r s, a DS aO N (74 471h ..1 m a U C 30:t t gat?" O Q g N P rang % u 132= n ", C d 3 a O v cv I9 47• C 3W a � 3 WI) �[ O Ia CL. a G J•2 Contracting Company 6 v g t3 REVISIONS d 8 A U 411 Li U U L b b m U tr m A N 10 A n O n N h N m N 3 N h i i '8114 0 /-31.20 VJSS TPY ICY Ira JI-Ps4way CviL5K9ont.O.y Sala AL Srcw Sheet m 38 92 4683538 Pages: 54 of 107 02/17/2021 02:02 PM R Fe•:$0.00 Carly Koppes, Clerk and Reoorder, Weld County i County, CO II Pdfi3/41%‘Ptill Iti.17i7rtilviCTIN'ihrillikii 111111 4610 z p, 4600 462_, 4620 4t' 4605 OFFSET - 92.02 L EL + 4611.63 OFFSET = 82.13 L EL = 4608.33 OFFSET - 77.06 L 4600 - 100 -90 4625 4620 4615 4610 4605 El + 4608.37 -80 ire i ••• i ••• ALL UTILITIES ARE APPROXIMATE AND NEED TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION OFFSET a 93.85 L El - 4811.83 4600 - 100 -90 PROPOSED OFFSET + INV = -80 1.8X 30" RCP 79.53 L 4809.26 - 70 PROPOSED 30" RCP OFFSET is 81.91 L INV - 4608.95 -70 i - 60 - 60 -120 -110 -100 -90 -80 2.72 - 70 (STING ELECTRIC -50 -40 6, -30 �n EXISTING 30" RCP FFSET = 63.23 L INV • 4608.95 -50 -40 6.0X EXISTING 30" RCP OFFSET + 61.85 L INV a 4609.26 -60 -50 )X -20 Mak -30 J yr a Y 126+00 -10 6.0X —20 -40 -30 — — _ 8.02 0 z K W -10 OFFSET o 61.44 R EL s 4606.27 OFFSET = 83.84 R EL = 4612.74 OFFS EL T = 64.44 4606.27 PR DRAIN EASEMENT 2 10 20 30 40 50 60 70 80 r` m N Zit 0 B.ox -20 F- -10 6.OX 8 x W II Y 6.02 EXISTING 24"x38" MERCP OFFSET as 59.40 R INV = 4606.39 8 a Y W EIOSTING ROW OFFSET = 89.24 R EL = 4613.00 90 O 4625 4620 4615 4610 4605 4600 100 L PROPOSED 24"x38" MERCP OFFSET 71.40 R INV ■ 4606.39 10 20 30 40 50 60 70 80 0 _ 6.12 a a 10 20 X W Y tL • OFFSET EL Y cr a M Y J 52.00 R r 4609.89 EXISTING 24"x38` MERCP OFFSET = 60.57 R INV + 4606.59 90 4625 4620 4615 4610 4605 4800 100 PROPOSED 24"x38" MERCP OFFSET = 74.51 R INV = 4606.57 30 40 50 60 70 80 90 4625 4620 4615 4610 4605 4600 100 20 10 0 SCALE IN FEET HORIZONTAL SCALE 1• = 20 VERTICAL, SCALE 1• . 10 6� Icr r 1 t1' O V c C W a 3 at >` CO a co 81 9 U a m a J•2 Contracting Company REVISIONS 3 u Couriy CommaII* h u CO U O m r r n a N N N O N g N h .r 18114 .,. 07-31-70 ...n 8f -.inrr 8w .aie.1v WSS TPr J� JT-PYrYry C•os_r5ecton ay ..w As Sr own Sheet CT 39 92 4683538 Pages: 55 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO a v 03 ya- 0 0 a O r 0 G3 to 0 0 U `m n. 0 v m c 0 m N w rA 0 U `m o_ 0 U 'o ci- ac L co 03 a c m O r fn co c 'c 0 a O r m r a III PiPV1411K ?IIaY o�r,�n�rcwilu�s»r,�rit�� i iu 462 4615 4610 PROPOSED 30' RCP OFFSET a 79.67 l tNV 4609.57 127+50 EXISTING 30' RCP OFFSET a 62.95 L INV - 4809.56 (LOX Fa N M r0 4bU0 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 4610 4605 4600 OFFSET x 70.16 l EL - 4611.71 128+00 • b x W EXISTING 24'x38' MERCP OFFSET - 59.52 R INV a 4606.79 O 4hi 4620 4615 4610 PROPOSED 24'x38' MERCP 4605 OFFSET - 75.43 R INV - 4608.75 4600 10 20 30 40 50 60 70 80 90 100 - 5.82 MIS .o • ri m —90 -80 -70 -60 -50 -40 -30 -20 -10 0 w f w OFFSET = 70.15 L EL 4611.75 :r ▪ S r CC IL- .- U 3U 0 �. 8 u -541x_ ---- EXISTING 24'x38' MERCP OFFSET m 56.25 R INV = 4606.98 o: 4625 4620 4615 4610 PROPOSED 24`x36' HERCP 4605 OFFSET a 74.16 R INV - 4606.93 4800 10 20 30 40 50 60 70 80 90 100 r N n Pi m W X 6.02 OFFSET a n. n Q' a r sae' 61.42 61.42 R 4608.50 OFFSET I. 64.49 R EL a 4608.48 OFFSET a 72.69 R EL in 4611.07 4625 4620 4615 4610 4605 4600 -100 -90 -80 -70 -60 -50 -40 -30 -20 - 0 0 10 20 30 40 50 60 70 80 90 100 20 10 0 SCALE IN FEET HORIZONTAL SCALE 1• . 2U VERTICAL SCALE 1' • 1O v r. 7 N Lo to m 'moo 10 gfm U LL N c Q o n 5 d ary , J n r 8r00 0 „01.0 R a C V ✓ C -0 I- t � 3W • MI a� ; N . a 10 a a D C) C 0 J-2 Contracting Company 6 JD g X 2 im r3 REVISIONS 1 Y 3 E Courfi-C6=v in;. U 3I b .. m Ir n 3- n �grV n m H ' •V • 'd SC h3 i 3686 s% d re 9h-"hstai --". 18114 Daly Drawn eV WSS 07 -MN DalmA sy Gecar By JCY FM : T-PaFYwrp C •oa-Sedans (Mg sus. As Snowy TPV Sheet 40 92 4683538 Pages: °56 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO III PAPUA%IK,�F� P118114 DPG Mining Site\Drawings\Plan Sheets\Weld County ParkwayVT-Parkway Cross-Sections.dwg, 41 Parkway Cross -Sections 11, 12/8/2020 1 08.47 PM 4620 4620 4675 4610 4615 H Lu 2 W OFFSET s 70.14 L EL = 4611.91 129+00 -90 -80 -70 -60 -50 -40 -30 -20 -10 W w 8 e- i �.••• 70.13 L 1.79 4600 -100 -90 -80 -70 -60 G I S 6•- 3 OFFSET = 70.13 L EL = 4611.81 4605 -100 -90 -80 -70 6.OX S i fo 0 129+50 z OFFSET - 54.45 R EL - 4609.67 OFFSET - 62.46 R EL - 4611 16 OFFSET - 57.71 R EL • 4609.58 10 20 30 n N m • -50 -40 -30 -20 -10 0 10 130+00 — B.OX -80 -50 -40 1 20 40 50 OFF 60 70 SET - 53.94. R El = 4609.99 30 OC 5 -30 -20 -10 0 10 20 30 4620 4615 4610 4605 4600 80 9C 1e0 OFFSET is 60.29 R EL a 4611.10 OFFSET - 56.94 R EL a 4609.99 40 50 60 70 OFFSET a 54.10 R EL is 4610.20 4625 4620 4615 4610 4605 4600 80 90 100 a y VOFFSET . - 61.82 R EL - 4611.77 OFFSET s 57.10 R EL - 4610.20 40 50 80 70 4630 4625 4620 4615 4610 4605 80 90 100 20 10 0 2r SCALE IN FEET HORIZONTAL SCALE 1• = 20 VERTICAL SCALE 1• = 10 t,. t C. f, tP N Srtlid N in U) X g o W o 0 No: d V LL t > _ Q � N t2),T: w8 C 3 a) H a Parkway Cross -Sections 11 J•2 Contracting Company cit g g im tC REVISIONS .4! U U r 3 0 N m N r U m U C m n uc A r n 8 a Z C� N n N N h r •t! 0 7-31-20 awn e1 arse) VVSS TPV Jv tong 41 92 4683538 02:02 Pages: 57 of 107 02/17/2021 M R Fee:$0.00 $0.00 Carly Koppes, Clerk and Recorder, Wield County County, CO P:118114 DPG Mining Site1Drawings1Plan Sheets1Weld County ParkwaylJT-Parkway Cross-Sections.dwg. 42 Parkway Cross -Sections 12. 12/8/2020 1:08:50 PM III 5LIVE11191P)MlifinN, MIA III III 4630 4620 4605 4630 4625 4620 4615 4610 130+50 w ^ 0. &r a i_ Z r J 8 rxiM J e U ;r r -� r ± - 4...%O - . _ . W Q IS AJ ... 6.02 --- —_ LOX —� _ _ __ r W IN W a re I r �/ / ---- —� -- _ 6.07[ _---^ ---_ 1� 60; --- OFFSET = 62.20 R OFFSET - EL a 4611.95 70.11 L .1 N. .i. m e 54.48 EL = 4610.33 R1 EL a OFFSET - OFFSET EL = 4610.33 }811.90 67.48 R 100 -90 -80 -70 -60 -50 -40 - 30 -20 -10 0 131+00 10 20 4605 ,r 4620 4615 4610 4605 MAINT EASENIENT VOFFSET n 70.11 L El = 4811.97 _ 6. Ox -90 -80 -70 -60 -50 -40 -30 -20 -10 r 30 _ _ 6.02 40 8 50 80 70 80 90 46.30 4620 4815 4610 4605 100 6 8 0 N W m Of a tle r M 071 OFFSET = 55.05 R EL = 4610.39 0 131+5O 10 20 30 OFFSET a 63.22 R EL - 4612.12 OFFSET - 58.05 R EL a 4610.39 4630 4625 4620 4@ • 4610 4605 40 50 60 70 BO 90 100 ae� woo 0- k LL m O W x LL'Nit q J ^ j ; Y It 31 in-� r. a u J 1- z 10nr 5 r 8 W V - W R /i--.-__- 6.0; -- tot - _ U r 6r J W r ar r ` _- / OFFSET i O = 4612.5970. 70.09 L 6 -OX ttOX ` OFFSET E1, /' / / OFFSET - EL a 461 58.95 R .50 in iti e OFFSET s 54.20 EL - 4610.91 R = 57.20 = 4610.91 R -100 -90 -80 -70 -60 -50 -40 - 30 -20 -10 0 10 20 30 40 50 80 70 80 90 4830 4625 4620 4615 4610 4605 100 20 10 0 20 SCALE IN FEET HORIZONTAL SCALE 1• . 20 VERTICAL SCALE 1' = 1O i N ❑ N CE to n d 'woo C ome 0 V LL 3 Q g i 7 qt J w O 4 3 pNp lL a R 7 c a 3 o 2 C c O u :. - 0 w m d C 9 3 la 2 a. Q m u rAs. Y a a a C J-2 Contracting Company REVISIONS a CoOvnsnts U a h m pU M n n n a CI N Pr) N n CO N 2 N •'1 Jas .. D.1. 18114 07.31-20 fL.vn, k4 o tI N (PY ca,....e. By JCY ,a. JT-PnwayC'on-S.wmsart WSS Sheet 42 92 4683538 Pages: 58 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO I I IP) N Pt, I if I Pik Mill 11 11 1 OFFSET . 70.08 L EL = 4612.77 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 132+50 OFFSET = 70.08 L EL = 4612.55 -80 -70 -60 -50 -4O -30 -20 -10 0 10 20 133+00 OFFSET = 70.07 L EL = 4612.75 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 OFFSET = 54.13 R EL = 4611.19 OFFSET = 57. EL = 4611.19 59.03 R 4605 50 60 70 80 90 100 OFFSET = 54.48 R 0 EL = 4611.32 OFFSET • 59.27 R EL = 4611.92 FFSET - 57. = 4611.32 46O7 40 50 60 70 80 90 100 OFFSET = 55.01 R EL = 4611.40 N_OFFSET r 59.74 R EL = 4811.98 OFFSET = 58:01 R EL = 4611.44 4605 90 100 ,m • 18114 Dale 07-31.20 D.sr.a al iPv FIG JI-PanwyC.ar5eaias.ag use As Shae Sheet 4683538 Pages: 59 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppel', Clerk and Recorder, Weld County County, CO P \18114 DPG Mining SntelDrawings1Pian SheetsV/Veld County ParlowayUT-Parkway Cross-Secbona.dwg, 44 Parkway Cross -Sections 14, 12/8/2020 1 08 57 PM 11111)rdINIRdillIACIR:rik 11111 . . a6SC C p.r r N C = .- � aWei [a i� o e wal " ' LL g 0 Q p h V 4. n� '4 Imo r v' � ts- ad S a , _ rill 4625 aa.- �' la -' 46 SO U 4�J` ♦620 U1 3 CL i W a „ it J N ` ar C 7• 8 U W 6.OX • w • u° a e 4620 4616 ae S `/ / Y y _ _ ____ _60x_ — - —" — 'B.Ox— U. M J — —— — — _ 6.0X 4615 4610 / OFFSET EL - - 70.05 4612.86 L �� J. - - - , OFFSET El •- 4811.60 F 58.89 R l' c C d 7 V O C 0 i "113 r.. a 7 C s 3 W v. ).% o . 19 CI N Y al tti 3 Cs a, s a x- C 4605 ewit ai u OFFSET = 55.53 EL = 4611.48 R OFFSET - EL - 4611.48 58.53 R 4610 -100 4630 -90 8C /0 -60 -50 -40 -30 -20 -10 0 a a:4 10 .I 00 20 30 40 50 60 70 BO 90 100 4605 8 a. I W -• I- 4630 C RI dt a E 1E O a a .� a1 Iii IFS r tJGU V Y RI 4625 a g 34 w Q u ; ° J 1 II J• 1r 8 ~ � 4620 6. 11 X w Z �� u cr a o+ ir�iii 4615 a � ---_- 60X_ y ----_ J. in -----_ 6..Y U. u J 4810 // OFFSET EL = 4613.11 • 70.04 L - --— - 6 ,, s, \' _ _ -'1' 4615 �l C ci a) / 4605 a e a ge OFFSET s EL - 56.02 4811.55 R 4810 N '7 0 O w 9 y 2 a . f d¢ ! t N 2. U `` . f 0 .4 f i fuf E 3 -100 -90 4630 -80 -70 -60 -50 -40 -30 -20 -10 0 10 134+40.56 20 30 40 50 60 70 80 90 100 4605 4625 N LLI• a 9 re W Jr _ - - T 4630 IL I 4 AUhk m'8A 4620 O Rr ZS J ° c; u H 3 II - - 1--- Cr 5 a W 1 W I b I • 4625 t (x 8 $ .1 r A ti e. : o N a) • I - ryn C 91 f w a Olr i e r 4620 4615 ---__ 4ox _ - _ Ff --- II r a it-- \ _ - — — _ S. 4615 r .---- T - // - - _ OFFSET Ft 461347 - 70.04 L �� •.� Yom _ - - / 1l ,.I S�.. . N u7 70- • OFFSET J.56.30 EL a 4E11.81 R OFFSET -17.40 EL 481161 R 4610 20 10 0 20 R I gyp. 07-31.10 n,.�eY WSS .hinteday TPv ".aur sr 1:-.Y • w 4141 l ri 00 441347 s ,. . 4605 ...at As 9 :: 7 - 50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 100 SCALE IN FEET MOR20NTALSCALE 1•.20' VERTICAL SCALE 1• • to `-: n f ': I• 44 92 4663'336 Pages: 60 of 107 02/17/2021 02:02 PM R Fee:$0,00 Carly Koppea, Clerk and Recorder, Weld County County, CO P 118114 DPG Wrung Site1Drawnngs\Plan Sheets\Weld County Parkway1JT-Parkway Cross-Sectrons.dwg, 45 Parkway Cross -Sections 15. 12/82020 1 09 00 PM III MI�1�1FN1�M�ti Purnakyi KIIIIIIVOINIL1/21,14 111111 •630 4625 4620 46" 4620 4615 4610 1 - 135+00 -60 -50 -40 �go. i i� .00 1 r • - - 6. mg OFFSET = 54.07 R EL - 4612.47 4630 462' 4620 46'5 4610 4605 -30 -20 -10 0 10 20 30 40 50 60 70 BO 90 100 1 135+50 4605 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 4630 4625 4620 4615 4610 C N N n tC r 0 136+00 a G -80 -70 -60 -50 -40 -30 -20 -10 0 6.0X OFFSET - 53.20 R EL 4612.76 4625 ♦620 4615 4610 4605 10 20 30 40 50 60 70 BO 90 100 OFFSET = 52.89 R EL = 4612.74 4630 462` 4620 4615 4610 4605 10 20 30 40 50 60 70 BO 90 100 20 10 0 20 SCALE IN FEET HORIZONTAL SCALE 1• 20' VERTICAL SCALE 1• . 1O 4683338 Pages: 61 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO IIIII KIM�F��' GWUMM IINNIMIPA4 Bill PA1811S DPG Mining Site \Drawings\Plan Sheete\Weld County Parkway\JT-Parkway Cross-Seotions.dwg, 46 Parkway CrossSectio 4630 4625 1 4620 4615 4610 n 6 4605 - 100 -90 -BO -70 -60 -50 -40 -30 -20 -10 4630 4625 4620 4615 4610 4605 - 100 -90 -BO -70 -60 -60 4630 4625 4620. 4610 6 4605 - 100 -90 -BO -70 -80 -40 -30 -20 -10 -50 -40 -30 -20 -10 136+50 1 00 10 30 40 20 10 20 4 20 50 60 70 Bo 30 40 50 60 70 BO 30 40 50 60 70 60 . 4630 4625 4620 . 4615 4610 4605 90 100 • • 4630 4620 4615 4610 4665 90 100 4630 4625 • 4620 4615 14610 05 2 0 10 46 90 100 SCALEINKEEf HOW30NTAL SCALE VERIICALSCALE 1`=10 i Parkway Cross -Sections 16 Ming Company d 10114 0]31-211 TOY JCY , O Pa6nwv CoNs4MlmnMS As Shown Sheet: m: 46 92 4683°338 Pages: 62 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO 1111 FMK 1111 s.dwg, 47 Parkway Cross -sections 17. 4630 4625 4620 4615 4610 4605 -100 4630 4625 4620 4615 4610 -90 -80 -70 -60 -50 -40 4605 -100 -90 -BO -70 ALL UTILITIES ARE APPROXIMATE AM NEED TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION 4630 4625 4620 4615 4610 4605 -100 -50 -90 -80 -70 -60 -30 -20 EXISTING GAS- -50 -40 -30 -20 -10 -10 0 0 ;_.r.: r _ _ :,:6S;a -40 -30 -20 -10 10 10 10 OFFSET a 39.17 R EL a 4615.61 20 30 D 20 30 50 30 40 50 60 4625 , 4620 4615 4610 4605 70 BO 90 100 4630 4625 4620 4615 4610 4605 60 70 80 90 100 fig 70 80 4630 4625 4620 4615 4610 4605 100 20 SCALER, FEET HOHIONTAL SCALE I•=2V VERTICAL SCALE 11=1tl J•2 Contracting Company d 0 X 91 Eu' O a 67-31.20 W5S Tar ecv ,..155555y Cmf aye W msWg Ps Shown Sheet: a 47 92 4683538 Pages: 63 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO 111Pdffillii./3(7,14flitiffillkbillhiliWillilltilisi 111111 a N 0 r NO O C O 2 z U 0 03 • a vi co �Q d 2 U 0 CO m 3 t0 0_ O U d L co c to co a co c C a er a u .C.I Cr � in CPnll ' '` is 08;4g : 'Mau vJ c a ,* --, C a �c r 3 O og U ' 3 8 8tVI 3 B u_ R od 0. imi , L e NOTES: rr A ` ... `= r-- • \ . r;?y. ITEM: STABILIZATION (MIRAFI GEOTEXI(LE AND SEPARATOR / COURSE -3" RECYCLED CONCRETES * i 3 �" I ✓ - _ ,> k °'4 THE NORTH SIDE ACCEL/DECEL IMPROVEMENTS INCLUDING THE BOX CULVERT EXTENSION ARE MORE PROPOSED 2' SMOULDER ••+1 �� I I , e I I R EXISTING t4p'It w ` I I , I , , \ _ 4 THAN LIKELY GOING TO ENCOUNTER UNSTABLE OR EVEN UNSUITABLE MATERIAL. AT THE TIME WE WERE USING CONCRETE AGGREGATE ALONG THE LOWER EDGE OF THE SUPER -ELEVATION TO STABILIZE PRIOR TO BASE COURSE. THE WATER TABLE IN THIS AREA WAS RATHER HIGH AT THE TIME OF THE CONSTRUCTION DUE TO THE RIVER SWELLING. THE NATURAL SPRING LOCATED SOUTH ,� ( I 6 I I \ ( --� _ +� OF THE BOX CLULVERT AND GOOD RAINS/SNOW KEPT THE BOX CULVERT UNDER WATER AFTER CONSTRUCTION. CONCRETE RUBBLE AND STABILIZATION WAS USED UNDER THIS ALSO. oo t of `_ t' ` I - - t �� _ e- i �' ` t- i CONCRETE ' KEY MAP ITEM: DEWATERING REMOVE ExIST1NG �� U s I 1. • VII I g +1 1-71 I ° I r ) \ ' .. i, , t _ - �;I : N.T.S. 1 r '�-x� THE DITCH LINE THAT RUNS TOWARD THE PLATTE IS VERY FLAT AND DRAINS VERY SLOWLY AND COLLECTS RAPIDLY. WEATHER MAY CAUSE WORK TO HALT OR ADDITIONAL STABILIZATION. SOUTH 1MRE•. WM 1 S 30' CONSTRUCTION I 'Q , I ExsnNggq Box 2'-71" 5 2�j•- , c OJ iJ u x (j m 3 c O O W '� 3 J[ • R .- y 3 > LL y � r a . IL laId CI E /: EASEMENT r I ' I I ICUlVER1 TO N I 5' 214" 5' 2�j•—�(�5' 21{•5• 24--41-.--- 5- 2--1 �al 1 PROPOSED ROW I - - - - �..• t -- - _ -- - _ - - - _ _ _ - b=41-4- o+oo o `' I 1 50 2+0,2406 2 - 4' 2' o" 10" CONSTRUCTION FOOTING LINE 6'-A 1 i~ ' 3'-8" 3 -2• r! I `J PROPOSED NEW SOUTH HANG WALLS FOR BOX CULVERT SEE 1 WALLS EXISTINGO REMAIN 1'-4• 1'-2 + T STANDARD 001-20 (TYP.) - t- - - 0=2'-4" • f r' 1 ` s ` -/ PLAN DESIGN FOOTING UNE I / , ADDITIONAL IV BOX CULVERT i m r- _ — / �h=4' R / 0 _ h=5 h=6' hag' h=8' h=9' h-10' h=10'-11' atSour+ * I 46 I 1 I + REMOVE EXISTING %WC WALLS o - I 0 0 Z a — 1 , a l 1��— ' _ I1. 1 I 6._6. MAX 1D'-6'• MAX 1D•-11• MAX C RI c ii g 0 22 01 '� c ,_ III E. u EwsnNc �ow� ' / PAGE CRETE o� co rcR XI �t ' a +c, w 1 I t F k.4 ' ; —0" 4'-6' MAX s'-6" MAX 6'-6" MAX MAX MAX r 1 �, I �' 11 I I , I ELEVATION 4. CC v et WINGWALL FOOTING DET1 AL N 7 SCALE 14" =1' / {" 4620 2 1 1 F - �ROPOSEO 1 :AST -IN -PL VEW WANG W CE LLS ExISTTNG if 20'x10' RCBC VA IN 86� LF 20'x10' 4825 REFER TO CDOT M -STANDARD DRAWING M-601-20 z8��ea � a X • ea a J � F F ii �� 12" MEAD (SEE DETAIL) WALL _ RCBC EACH WATT. END _ WINO WALLS EXISTING GRADE 4620 �,I _ ^- 4615 �7 ROAMS( SING EXISTING WALL / ) /,/ I __� _� I\\\ EXISTING WING WALL 4815 O 40 20 40 Am Y O h • \ - in. 4SIU PROPOSED WING WALL / / / fL 10' �\ \ \ EXISTING GRADE 4610 &CALL INFLET \ �/ HORIZONTAL SCALE t a 447 ' m o m AA ~ ~ e a n ,o � 4805 PROPOSED APRON INV: 4603.19 \ r VERTICAL SCALE t - t0 CC — .. ( 4605 PROPOSED APRON 'TN 6' CONCRE TOE WALL -O_; -1 1>< -0.2 EXISTING -0.2% I - c� n I (SEE M4tS STANDAR \ ..n.u, na .•..",," «:Gis"',t. cs ? 4/� C. A. -tit ' = t 36 6 ` '"' , `= . B_r�_ •�N \ +��!ps„�Va1„`ti `��` -- - - - & WINGWALL SUMMARY; 4600 M-601-201 cry 0,11 1 A} . ° N . `—STA: 1+75.59* h=10 —0" Z m=10.-11" 4595 REMOV( EXISTING 6 APRON WITH I CONCRETE TOE WALL EXISTINL EXISTING /IBER BOX INV: OPTIC. 4803. t 2 LOCA110N 1S NUOIIUFT VE IFY EXISTING BOX IRV = 4802.96 4600 O k=4 -0 I W = 6 -8 V WINGWALL SKEW = 45' PROPO 0 BOX INV: 4603.14 CUCATTTOt YMIUMla QNS 4595 O NOTES; , ' 1. FOR GUARDRAIL INSTALLATION ACROSS CONCRETE BOX U. CULVERT SEE CDOT STANDARD PLAN M-606-1, SHEET a 18 OF 19 FOR NESTED RAIL DETAILS. GUARDRAIL SHALL '°'• 16114 Des oT-31-20 VVSS ° • n °' TRY Oared 62 TRY = '�° i 0 ^3 ,° o e ; � o o g N ;, i A $ 8 ,n m o - 4590 MEET CDOT MESH STANDARDS. 2. THIS IS AN OVERFLOW CULVERT FIRST, AND A CATTLE CROSSING SECOND. A FINISHED BOTTOM SURFACE WITH NATIVE SOIL IS REQUIRED. W � o,"." By .icy ftJ1-Pa�cv+aY Boy Cutven.Ovg s`n Ac Shown Sheet Of 48 92 _0+20 0+00 0,20 U,40 0+60 0+80 1+00 1+20 1+40 1+60 14.80 2+00 2+20 .. 4683538 Pages: 64 of 107 02/17/2021 02:02 PM R Fes:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO VIII PLUMP OPIIINIFITTI IMIM11IIM Bill C a v gs\Plan Sheets \Weld County Parkway\JT-Parkway Box CulverLdwg, 49 S. Platte River Overflow Box Culv General Notes: (1) All dimensions and elevations shall be verified by the contractor prior to construction. (2) Unless otherwise noted as pertaining to the Special Structural Design contained herein, other important information, including notes, shall be per CD0T M Standards M-601-1 (3) Lateral At -Rest soil pressure of 60 pcf was used. Contractor shall follow guidance provided by the geotechnical Engineer of Record in evaluating and preparing the beding material and underlying subgrade. (4) Concrete used in slabs and walls shall be class D and have a min 28 day strength of fc = 4,500 psi. Concrete shall have an air content between 5%-8%, and a slump within 2"± of the approved mix design. (5) Reinforcing Steel bars shall conform to ASTM A-615 epoxy coated grade 60 deformed bars. (6) Contractor shall be responsible for obtaining all required permits. (7) For purposes of this foundation repair, north is considered to be as shown on the drawing. (8) Contractor shall be responsible for locating all utilities before beginning work. 12 aB o 8" 12" /6 0 6' 6' PVC WATERSTOP 6" j'6 ®6' gaO6 12" WALL THICKNESS SPUCE LENGTH PER TABLE #4 O 12" �° p 8" 14" TOP THICKNESS s{5 0 6' #9 0 6" 6" PVC WATERSTOP CONTINUOUS 1e 1 2X4 TOP LAP CENG SHEAR KEY PER TABLE OF WALLS ,5 0 6" y4 0 12" EF. ■ \■\■\■ �� ALL WALLS 2' CLEARANCE BAR SIZE 0 65 RI 19 SPLICE LENGTH 1'-3" 12' WALL THICKNESS 6' PVC WATERSTOP CONTNUOU5 6' PVC WATERSTOP BA SHEAR KEY 12" BASE !y � BASE OF WALLS M'4 ® 12' 4'B O 6' THICKNESS 2' CLEARANCE 3' CLEARANCE �#4 0 8 Q4 012" SECTION- BOX CULVERT 2 �Z�"MIN � a `} MIN ! EXISTING REBAR • „.2"_MIN_ 12" 6" INTERIOR CULVERT FACE EXTERIOR CULVERT FACE STAGGER BARS AS SHOWN IN CONNECTION TO WALLS/ROOF/FLOOR #5 @ 12" TOP AND BOT, AND INSIDE AND OUTSIDE WALLS END VIEW 18" 16" EXTERIOR CULVERT FACE MIN } EXISTING REBAR IN _ TERIOR CULVERT FACE NEW CAST -IN -PLACE CULVERT EXISTING PRE -CAST CULVERT INTERIOR CULVERT FACE SIDE VIEW NOTES: EXTERIOR CULVERT FACE 1. BARS SHALL BE DRILLED AND EPDXY SET INTO EXISTING BOX CULVERT WALLS/ROOF/FLOOR. 2. DAMAGE TO EXISTING BOX WILL REQUIRE REPLACEMENT. 3. EXISTING REBAR LOCATION SHOWN IS BASED ON SHOP DRAWING FOR BOX CULVERT BY LINDSAY PRECAST FOR THE CONSTRUCTION OF THE EXISTING BOX CULVERT. 4. CONTRACTOR TO VERIFY REBAR LOCATION IN EXISTING BOX CULVERT PRIOR TO DRILLING HOLES FOR BARS CONNECTING TO NEW BOX CULVERT EXTENSION. NEW-TO.OLD BOX CULVERT CONNECTION t 7 d a v ® C % 4 - ea � m 4 - Tit 3 A W t ❑ • . 0 i4 •¢w 6a x O E cting Company d .o 13 A B H v V C) N6 O YI co 0 B .M4 ,,M JCY Fee J1 -Parkway Box CuIveRtlm As Shown Sheet: 4�99� 4683538 Pages: 63 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County County, CO i II ligarlii‘iiktri: NOV 111111 PM8114 DPG Mining Site\Drawings1Plan Sheets\Weld County ParkwayLIT • ,.•, I I I I I I I I I i I �nl � } ' I / I / 1 f Irl �J 1 / 1 1 ! 1 1 /7 t1-a,� I I ( , I . �� 1 �p 1571NC X7.02 \ 24'x36" HERCP �`\\ \ PROPOSED 24'x38" HEMP Ff5 ' STA 406+61.21 • •FFSET: 114.85 L �. �� 4607.00 ' `!�� ; .. t 4 r., _ - •Is; P� V �" ~ O a d .- �� i / ' _o / ..n t ! L� ,i ~ ( I 1r PROPOSED // / _- ti ,Qi I I I iF D I 1 1 .... , `� 7� _ * _ ASPHALT OVERLAY FULL / PAVEMENT . • -' _ O Q g (7 a DOIM I - 40" 601 I I I w 1 ( _ KEY MAP /: / NTS. ® V34a Q R 1 ,� I I J 1 1 i ,, ,1 E N E o�I i '� I� - St \ \ ' I. !'�'� /. �. — am \ PROPO,eb 30" RCP FE I I ■�_!N y' I' I I I \ I .-1 _ \ . -- - )� - \ _ ,- r ,- _ _ aik _ - -- _ - - - - - _ - _ - 9Fjt PRO OPRO ED STORM SEWER ILl_ SEE ,��,.■r� �' O C Q 8 g \ _� . SHCET 53 0_ - PARKWAY STA 127+0 �_, 1 •`� the .87 {Q" �� - '/ E. 18TH ST. STA 40 +81.8 �I� 1 to + 4 co I 0 \ E. 18TH c-, \ - - PROPOSED .t I-I� _1 , / ! \ /� 1-_-- /eic/ CONCRETE I l I i -' '` PROPOSED PAVHAAENT a - \Q�, \I\ - ------- - - /-�, RM r i-IP,/ / / ,, r - Cr-STORM- — -. I - / / / \ \ _ 1 , - EST -53 — 1 _ - I I I I I 7 _ i /`�� / ril d v \ c _ _ - __ _ �� \\ - \ / ., I `/ / O \ \ \ I ; it \ � \� A I / - I \It\ PRO�tOSED RCP FES I I J/ Q: 1\\\ �.. \ \�<\\\ \ SF& 41+01.27 .!,. \\\ `OFFSET: 86 R ,� � \ , A v\ V AV A \• \ �, • /•!„� !;. ( p I } I I 1 II �• 1� i maw :! } .t I . I I PROPOSED 24 x3EHERCP FI4, STA: 406+53.88 i ! tl i �_ L7 � � u Y RI N. 4806.34/ \ \ \ \ \ \ \ \ \ �C I I IIl 1q COVE 4608. EXISTIN 24':38' H[RCP �I CMS �� i \ 1 \ NG •30 RCPT 1 I I .�I r I I I + .. / ! / \• / i / O �• r \ \ \ \ 1 4606.93 t I , 1 \ \ \I �\\`\;\\`\\\\ ,` I 8\ I} 11 11 `� - _____:\ �/ ,/ 40 iii 0 4= , \ \ QQQ.oI �I ' \\\\\\\ \ \ l I } 't • , ` I I 1' /// Q / / SCALE IN FEET HOHIZONTALSCALE 1• 40 � STING CONCRETE— - 4835 • VERTICAL SCALE 1• • 10 cQ E 46 10 15TH ST. PVI EL PVI ELy: : 4618.6 4618.36 (PARKWAY) HOLLY AVE N O N � « � xa E E 1,yV WC: HP Sta HP EWA A'. a.ot 15.00 405+18.68 4616.50 4630 O uwi t t it. L t ;8; Y y > > i • �� - - ♦ r •a 8 0 II,I7 c U fJ 7 a •- a ~. f. S a i° ,7S n , + + y" o! n _.k_4. O;" � �' +b25 Cr) p m 8 m t � k - LEGEND 0 a �� 1 < I N O CC tin in do �' .:__ N SECTIONLINE 4620 4620 - re g (��,{sl <s< _� z EXISTING RIGHT -OF -MY Vl W uli N in '— -1. PROPOSED ALIGNMENT Z -1,9h 1C ti ,i ,.,� ,,, PROPOSED EDGE OF ASPHALT 8 REG014, PROPOSED GRAVEL SHOULDER 4615 O .s�.""" fi s r% X 4951 SPOT ELEVATIONS _ � t}nj-� _ 4615 _ O 's_ CONCRETE PAVEMENT ` --.... 1FT MIN COVER OR USE STRENGTH 36846 CI. ` CLASS N RCP IF LESS THAN 12' «. /8 1><Y<)<><XY(K> ASPHALT OVERLAY /FULL PAVEMENT 46 t 0 OF COVER BUT GREAT -it THAN 9' ii S ��N4: 4� ySRarAL t;., EXISTING 30" RCP (REMOVED)„' 4 61 0 O „ oM°'' A:405+20.02 � '— PROPOSED 3C' RCP INV:4e09.27 DUSTING 24x78 HEMP�EYOVED) PROPOSEC 24'n38' MRCP5TA UN .cos 18114 405+03.47 STA +42 M STA 406+55.95 oe• 07-31.20 IMh4609.27 INM4606.60 rtv x606.98 Q 0..•.ey wsS 4805 � � 5 Dewed ill TPY p N y 7 S+ ± p hI CNecw•C ail JCY- 2 S n � n lV ! • �s D R O a SE h_ . ri 4 N P d 8 o 8 c � Q. ' t JT-16A M4rudal PM. 's--- � _o _w _ ;o m 'g f z '� •� $ swe As Shown Sheet of 404+00 404+10 404+40 404+60 404+60 405+00 405+20 405+40 405+60 405+80 406+00 406+20 406+40 406+60 406+80 407+00 ao;-20 401 • 40 � 50 92 4683538 Pages: 66 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Kappa., Clerk and Recorder, Weld County County, CO P 118114 DPG Mining Site1Drawings1Plan Sheets1Weld County ParkwaylJT-Holly Intersection P&P dwg, 51 Holly Ave Plan 8 Profile Sta 0+00 to 2+25. 12/8/2020 1 49 14 PM i II UFIV.IiidifiNTVICIFiCililildlia Bill r; "Z' Q r ml 4 W9 gm . r� gi ! p w I c O LL o Q °�N yt —I ^ a M en ° / ' % / // / ^" / / fi / / l / / / ' ii //n B/ / I I I co .- .. \ / \ \ / / \ \ \ ! / \ E. . .. GUN 7/ i/ / / /� / i ! / ! I IN \ I ING 24'x36" HERCP \ OZ/ V A Ty A `�`• F \ //-`'---- ��xISTING 30' RCP / / I Ij / - a INV = 4609.60, 1.. NN /L — — PROPOSED 30" RCP FES / - STA —0+78.40 i I /` � a �r • ~ \ \ Y S /•\ \ \ \ \�( - - OFFSET: 57.32 }c `_ — 4689 60 •-` // / / `' „ / • ►� PROPOSED 24'x38" HERCP \FES N • r STA 1 +80.54 \ \ ♦are.= ' OFFSET: 81.80 L•-- - — - `�/ - / 1 — / --- `'- `' Rd\ v- f w -_ / / INV: 4607.00 / I / •/ / _ : PROPOSED ASPHALT,-. - — — • 8 _ " _ ` 1 ` — ��— _ — • i / OVERLAY/FUU- 7 3 Id • W . + CV �'co 404 4 CI. a al 0 O = - - - - - - - - - / PAVEMENT , �-- i ! / FDR- 213QPOSED STORM SEWER PROT-ti-LAEL SHEET 53• I •� �+ `.'• / — t 18 �_ • / Ff),( PRO ED STORM �, SEWER • ••• �•.�. ,— - - = - i 2+00.5 / Th • I 2 PRp,L£ SEE SIPE y PROPOSED /al '� _ - - --- = O CONCRETE SHEET 53=I•�.�'•.'��...�� ,2• -- , ♦•.� • ��-`!�- �. - _ PAVEMENT .-' �,_ 4 /O , ' —fi-- -- - o r/(I :`-`\-- '---__ \� \ l �/ I!i_ / ... , • - • ��►i' . III / ,-1 I',I!► \.\ --\ �\, . N 3 Il\ \ PROPOSED $ PARKWAY STA !•;:ter 11►'- 127+0187 �- ' / /' / / \� � � • 11 \ \ \\ \ ♦ C�0(NCRETE \P VEMENT -- / l \\ \ \ \ \\\\ HOLLY AVE te /: - / STA O+/ _ • _�� ~ �� 1 / / �!�/i!/,' / RIC ta C. Q .p\ =1. C t � V' u Y \\\\\\ _ 40 2C 0 40 I `� \ \ \ \ 1 ��; PRQP04ED P \FES ` STA: 060 80 \ \ `, Mk `F6�93 \ \ C REIl,ExtST1NG 30' RCP, ! 1 / •, : •r e1 i 4. , � r 1 I I I I I I ' r� I •I �� ri/- 1 / II \\ SCALE INFEE i • ( 10��r 1 / •/��i\ t l / �� HORIZONTAL SCALE 1 a 40 • �. ;f' i � l / / /� VERTICAL SCALE t• . 10 • �.... /777 �/ 7 /I \ 1\ �� \608.93( 1_ I ,' / LEGEND: •',/ +S.CO S. V N �i pi11 ref CD \ \ \ \ 1 \ 1 \ 40.I I / i , SECTIONLINE ' \ \ \ 1 ` � 1 1 r' �' ED 24"x38" HERO FES / EXISTING RIGHT-OF-WAY ST17Q.01 : / I � \""\i---, � I I m�r PROPOSED ALIGNMENT OFFSET: 62.17 R� / \ \ 1 \ `\ ,, \ \> \\ \\ \� A \\ v II � `$ I o • �^ 44-- `� I I R4MOVE INV: 4606.34 PROPOSED EDGE OF ASPHALT � �, PROPOSED GRAVEL SHOULDER EXISTING /14"x38" P ' X 4851 SPOT ELEVATIONS z ≥ t c' A l Jill 4 I - \, \\`�' \� ` \\ f ill/. J �a MV = 4606.3 .' �'• /' CONCRETE PAVEMENT \ / I I / / ASPHALT OVERIAY/FULL PAVEMENT 48J0 18TH EXISTING CONCRETE 4830 4825 (PARKWAY) g _o � gmo - - MOLLY AVE. � O Y v T a 4820 0 In N i- I ^VI Vr g �go• '++ b 4 a S -O yp p OQ giCIC + 45i<' 4625 m�a S 0 - 0 N �= a-, N o �',., <v< am n< 0 0 I 4820 Ill" > S Y AI + 4 ii O M , � M r< in o Z -- N h 'cS� = - ' - O 36Q46 � o; 1.e " 4615 S to In ....1171 � N Z _ 19x` 5 CL s et US S REN6TH RCP IF 12" OF BUT GREATER O aoX CUSS COMER THAN 9'� V , 4815 O 4x y /1d�7 c .,F \, n, SS �, ti,,,, , n,n,a��. 4810 CC EXISTING 30" RCP (REMOVED) L t 2 I 4810 PRCPOSED STA-0+61.85 INV.40' 30" 27 tCP tC EXISTING 24"x38. HERCP REMOVED � /1 � , ' PROPOSED 24-x38' HERCP I O -STA 0+74 Q8 .m. _ 18114 STA -0+78.40 STA o + 60 57 INV•4f309,31 INV;4606.60 INV:4606_65 Do 07-3120 480'3 n x1 u r.- o 0 + - N N Ve) - 0 I ,o v 0° u1 ia o ,o ,r1 4605 Q � Drown Cy WSS Dears sy TPY I: W. _e 10 0 �o n + n o 0- 0 0 0 0 0 0 0 0 0 0 0 0 o 0 -- 9 cn.cr [y JO' S _ .p p f Y •f i f c r i r Y v t I ♦ tU i < D O e r t0 w o O S Y p b v • ,p � a p Q D F. JT4�IbMda+P6PdIt Sw AS Shore' Sheet Of 51 92 -1+00 -0+80 -0+60 -0+40 -.0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+DO � 4683538 Pages: 67 of 107 02/17/2021 02:02 PM R Fee:$0,00 Carly Koppes, Clerk and Recorder, Weld County County, CO P \18114 DPG Mining Srte\Drawmgs1Plan Sheets1Weid County ParkwayUT-Holy P&P.dwg, 52 Holly Ave Plan & Profile Sta 9+38 to 14+38, 12/82020 1 09.56 PN/ IllicriliIIKUPLIFICITIVILifilMILIkilitilyi 111111 _ • .. � i 4, L*J`Q ,. SECTION LINE 3 ( 9 Mr ` ' 'jT�_ p ..: : , i +:: 1 - • '� C ""'4 nj Q N r4 ' 1� C w; tO i � E _ O �� j c sun I N U t-1 w t u. 2 _ iL O b c0 " ' 0 .; 1 -. - . , SEEDING AREA 1 ,,, OF �. I t I ' I I I END OF CONSTRUTION PROPOSED FOIL I STA 12+53.85 - - OFFSET: 15.03 � , Nr 1395332.09 :" ..' E: 3245200.48 L 7 I � , a LIMITS CONSTRUCTION EL: a615.14 E ltttjl! i7. _ . I _ Z-CQtJty j -- _ ,...,,z;-„, -' ..�' - - - --- - _ _ _--- 1 I KEY MA 9+48.71 9-60 -t t.; I ' t0. au 10+ 40 10+80 +20 'y„ I t t . i.o I I t DD 72+4Q • M.I.5 11. 18Q 13+'' t3 i4:', -- -- - - '�---__. I-- - - -� HOLLY AVE ' ' '0�7 a ` '` PROPTIE OSED1S 4" RCP RCP P 1 T E N T RA N ► ■ _ ll 1� ----STA: 11+38.75 — -- _ --- -- --- - --- .4%,,, __�__- - --- \. -- � .. L PROPOSED- ` �� JI-f \ END OF CONSTRUCTION \ EOA \ • ''' �` A 4.. + C rn 3 V as 0 d ` _ - co el 0) W a. + 3 '- °6 ' � -9 - = Y a ~ CO a- N a CO Q a t CIt o r `' _-..,* _. ��OA TAI �[ STA I t +a0 25 - 25 i ;1 ` SiRAPOSED //!� SEEDING AREA 3 12+53.84 ' • , -L, _. • _ . i / \ OFFSET 44.46 R y w '� \ N ►395218.54 �\ / �- \ E' 3245_60.04 \ _l 4614.56 I I ` I f F5ET: 15.03 R >' REMOVE AND RELOCATE POWER POLE N: 1395332.11 STA: 11+71-34 E 3245230.54 �-OFFSET 29 45 R EL. 4615.12 N: 1395249.62 PROPOSED 24' RCP_ - ---->FOR PROPOSED STORM SEWER SEEDING AREA 2 -�' _N. \ PROFILE SEE SHEET 55 `` . N. I ' 1 - E: 3245245.02 / +`-_� � REMOVE 19"423" CMP '` .� STA' 9+fi9.00 ao 10 0 au / STA 11+39.73- "' I I OFFSET: 15.00 R1 ` „� FFSE! ^ '� ( \ 64.'Z iT . N. 1395047.26 PROPOSED EGA ; E:- 3245230.70 STA 11+48.63 ___- - \ - I ` SCALE IN FEET OFFSET: 75.33 R -`� -`� ' N: 1395226.94 `�� , E 3245290.91 ��. -.1......_- \ i.; EL: 4613.05. r , •S; - PROPOSED EOA STA 1 I +78 63 FIOR2DNTAL SCALE 1... 40 `'\�-OFFSETf 74.71 R LEGEND: VERTICAL SCALE rwla N: 1395256.9♦ REMOVE • ----- "-, E: 3245290.27 EXISTING 19"x23" CMP . - `-', I EL: 4613.05 9 REMOVAL RESET • , SECTIONLINE 3c 10' OF EXISTING FENCE I EXISTING RIGHT—OF—WAY REMOVE 19':23" CMP � I PROPOSED ALIGNMENT � a E g i 0 d la it a 5 u u Ma. END PROPOSED 24' RCPH PROPOSED EDGE OF ASPHALT USN IN EXISTING DITCH STA 11+36.14 _ OFFSET: 103.93 R r� END OF CONSTRUTIUN ___.------7- PROPOSED EGA STA: 11 +48.42 OFFSET: 114 66 R N• 1395226 76 E: 3245330.44 i PaCPQSEQ EW STA: 11+78.42 OFFSET: 11502 R 4951 N. 1395256.75 E: 3245330 58 EL: 4612.22 ,.. • ,. .` LIMITS OF CONSTRUCTION PROPOSED GRAVEL SHOULDER SPOT ELEVATIONS SEEDED AREA .' O1 EL: 4612.00 T AEiIIE A TION OF OEh10LIT10110 TABULATION OF CONSTRUCTION TABULATION OF EROSION CONTROL CBOT COOT kern 212-00006 eis C ;tern code 202.000?6 20200710 202-01000 cods CDOT Item code 00341245 700•!0100 210-01000 O BEGIN BEGIN END STATION END OFFSET STATION OFFSET COiAYTY ROAD 01° Removal of ppwa Pbie Ftemoval Fence o1 BEGIN BEGIN END STATION END OFFSET STATION OFFSET COUNTY ROAD 24 Inch Reinforced Concrete Pipe (Complete n) F/A Power Lines Reset Fence PARKWAY STATION 8 OFFSET SIDE SEEDING (NATIVE) N � LF Each ACRE LF 11+71 29.45'R LF FA LF Seeding Area 0.04 (n O N � 4 M gl w n € � sis_ O U w i T O U 9 w§ a. kl 1� O Ui Holy Ave.. 1 11+39 33.31'R 11+38 103 938 1 11.40 05.12 R 11+38 Holy Ave 70.79 103.83'8 Holy Ave. 38.97 11+� 88.008 Seedvtp Area 2 0.13 11+30 96 EIBR 11+39 Holy Ave 1 Seeding Area 3 102.798 Holy Aw. 10 11+30 98.88'R 11+39 - 0.0001 102.798 Holy Ave • 10 TOTALS ' 1 40 SUBTOTALS 0.17 _ T0.7f 0 10 TOT ALS 4635 4630 - Me STA: 11 +37.82 4635 z O INN A A PVI STA 10} FM ELEV. 48813.33 K: 55.7 LVC: 100.00 LP Sta 9+165.46 15.46 • --PM- EL•Eah. K: 54.21 LVC: 100.00 HP Sto: 1 MP Day: 4615.53 +85.38 4615.51 4630 la' (1)m'• o m n k - 5 a•7:1 0 O R ^ 4625 - Et...• 1P 4At131- - .Inc., on 4625 P. 1' o N r + ♦ 4620 �� a n pn n m �N t �.�ppas ne O In m IC 80Iri In h - n n 00,,,,u sy17�M,�„RE ySr4,�� .,,re. C'L�' C . feV0 „-(.4„,t, = y)s - <�.+ W + aft t° W i2 E E lit S ,-0.05x /- � 1FT MIN f#OVER CLASS IV OF COVER OR US 1 RCP IF LESS BUT GREATER STRENGTH THAN 12" +- THAN 9' w 4620 O � sic, s tads.. lb +pu�ONA%%%%%% a4 , - .� - 4615 r 0.0011 � ^ GRACE ,� a - ,� �E)OSTING \ J r 1 — — EXISTING 316' RCP ag+[ EXISTING STA 11 -37 24' RCP 98 INV: 4611.25 STA 13+25.78 INV: 4611.04 �. tdt to 07.31-10 U.w.. S1 VVSS Du..T.e TPV in ci .o a N ♦ o n .n N -� 4610 Q - - ,, '1 h d ` h - '7 �1 w - a •It N ♦ „ °� + N h ♦ ` ^ 'P - N N v o N N a + O h N h v h x N t` v •♦ r1 N NN b ^ "i O v 4 r i H v• b ,� N N b b a• J? r< N H Z c • u $ Ni N V "* po b o N I.. + b n^ N h V • N N v ` o h H V • m „ N h V + M WI N o 4 T ./ a W ' u..oas e1 JCr FIN JT-Holly PQP.Qwy scam As Shown 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00 t1+20 11+40 11+60 11+80 12+00 t2+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 HOLLY AVE PROFILE Sheen of 52 22 4683338 Pages : 68 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppea, Clerk and Recorder, Weld County County, CO I I WPM LI MUM: P AIIMEY ilk 111111 ::II" 24"X:SB' HERCP FES STATION=0+00.00 OFFSET=0.00%1 NORTHING- 1393942.91 \ EASTING=3245223.37 e' � I/ to' QJ9 ! I I I I I I I I I \ 1 f\ HERCP TO 23.92 LF OF REMAIN & BE 1 \ EXTENDED (BOTH ENDS) \ I - � Q. e ii.� / 24'X38' HERCP STATION} 1 +40.231 NORTH Gm iOFFSET �3940e EASTING=32453136 / / / / / / ►I ES 2.89 J C DS a0 N • ogo H �U. C a w > V tilt' E.,4 8 o ar 0+4a 04 80 e; 1 n . \ cr; \f \ v. lI um rdr TIE TNXISTING 24"X38- HEbCPT . STATION =0+10.0t0 OFFSET=0. NO THING , •' a in I ( 1 w \ b 11 I , \ \ f I \ to 1 E 1 V 1 , 10-_ / ' 4 1 . !' -1393950.75‘ --i i TING�J245229.58• �o i6 I \ \ �`� — —_� ( ` G T — c�_ 1 —c--'- \ I 1 \t lo °�it o to II mE TO EXISTING` ATION=I+3J. OFFSET- 00 4'X38' HERCP - _.0 --- \ — \ \ 1 1 wr NORTHING= 1394 7.94 KEY MAP / \ cid /` y �' 1 '•4 \ \ 1 1 I I I 1 \ I \ 1 \ \ i 1 \ "I\ . '. \ r' 4\ ,_A n 1 1�. 1 i O 0 4, I LASTING#3245 I I I\ .45 N.T.S. I, P , I c cu C v A EOi iv ai "' `° 3 ' ' tod a CFI a. cs a, fa. CI 0 C TABULATION OF STORM d. SEWER DEMOLITIONS M .-E O. _ COOT Item code 603-02305 506-00020 603-05130 C 5. 38x24 Inch Reinforced .58.).2.t 4\7. V Jo in � COUNTY BEGIN END STATION STATION ROAD Concrete Pipe Elliptical (complete in bw Place Rlprap Remk rcr,,:.;c ncrrar:� ErrJoEl:,,l r Setun 0 40 LF S V at. t, �� I l>HItJ 00828 Parkway8 SCALE IN r T U 0+00 Parkway 1 1+3220 1 1+42.85 Parkway 11CI HORIZONTAL SCALE C 1+42.85 Parktv�y 833 t VERTICAL SCALE t' s 4a t' • ,aO 111 6.3 2 a TOTALS FLARED END SECTION N 7 10' NOTE: ALL RCP SHALL BE CLASS III AND SHALL MEET SULFATE RESISTANCE REQUIREMENTS IN SOILS REPORT 0 ---93- f --J \- /Li t o�J \ _-/Li k o�J `; r-. 4620 CZ 4620 S 1 PROPOSED GRADE 1'-6' ut - 811-; V < <� \ 0 O • • •[ ) 0 1 E t6 4615 EXISTING GRADE %�� %�C\ �CD in e / 4615 ' Y ]( Y )i ^ �( Y 1�" Y w \ 1/ 1 3._0. V pw Vw \ � ` ` PROPOSED GRADE 1•_0. e N5 O 12- O.C.E.W. _a laim A - t ' a ` & ` 4610 \ _ -- _ - - - ---�- - --- - 4810 CENTERED IN WALL a Xh X A A EXISTING 0.65 -�. 123.92 LF - 24'x38• HERCP O O.65X / f TYPE 11 BEDDING M. o 0 - r ti " o - - - - - - - - - _.../ J L MIRIFI FW-300 D50 m 9" RIPRAP gC Ai t° m _ - 4605 III EXILING 2niffP HERCP FABRIC' ST TIE TO EXISTING 24'x38" HERCP 4805 MOIL: g - " " :4607.8 INV:4607.48 0.0 LF - 244"x38' LASS III HE P O 0.65% cuss STA:1 +32.92 INV:4608.67 � .6 LF — 2•'x38" I HERCP • D.65i CUTOFF WALL AND RIPRAP SHALL BE MIN 2 FEET WIDER THAN FLARED ENO SECTION ON EACH SIDE. O ��.a•`u"rnny, -'��S C�Sr14 y°p6 24' 38- HERCP ES 4600 TYPICAL CULVERT CUTOFF WALL AND RIPRAP DETAIL \ '�� r" 1. ST INV: +00.00 7.54 24'x38' HERCP -ES do () ? 36$46 ' CUTOFF STA:1+40.23 INV:4606.63 WALL CIC kj• , .�".9. ��°� ggrnn.aa�a Iry .'IONAL E� � - e rn n v 4595 O .44 ,O + r- m� N r. b i0 ,p . n J1 .p � + h b ♦ " ri b + s a d r t^ o + o o .• e � + . el rG a ,r . 'I Y LIM Q xe • 18114 or. 07-31-20WSS Ors BY MISS - - U.•pne0 By TPY C- 20 0+00 0+20 0 +40 0+60 0+80 1 +00 1, 20 t r 40 1+60 1+70 in Checked By JCY MFoe JT-Storm Se'.w• PAPery Sc.A• ShON• y4 Sheet al -_ 53 92 4683538 Pages: 69 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO P.\18114 DPG Mining Site\Drawings\Plan SheetsMeld County ParkwayUT-Storm Sewer P&P.dwg, 54 Storm Sewer Holly & 18th Plan & Profile. 12/82020 1 10 12 PM III PiPdPIPN UPAPifiCligikISK:4111/2NIIIii �I III :.; • C �, . _ ii . . '�� O 4 " c• -44 F"I (--', : . - . (2 , la- _, • �, \ WELD COUNTY PARKWAY `. - Oftis ak '4 _ 16M -- ---" _. — - RE OVE EXISTING �' RCP / \ -- - - w - - - AND RIPRAP r6 i ; - - c- \ _ -- 1 \ ' '� EXISTING 30" RCP f 461' - IMV = 4808.03 „L - `- _ 24"x38" HERCP-FES- �' 24'x38' HERCP FES , _ iNV = 4609.60 - STATION=i+76.97 f - - ` \ •FFSET=0.00 STATION=0+00.00 OFFSET=0. 4,� ' s 6 @� m, NORTHING -13941 10.97 �_ -�16 REMOVE EXISTING 30' RCP1 • .��r cm O off\ 7NORTHING-1394238.4O .°• FASTING=3245250.30 �-_- — hDv 4635 EASTING=�6T6 y --- - ♦6 ---3245127.49 �--4615 < 61 •rte / \ 4a 14 461 • • 4 �9 PROPOSED 24"x38" HERCP1 �' —461 , 4612 -- - - 1 X609 612 / ' 461 1 � r, Z. C V - a m• 13 4.. r, --. W T .� � _. Y $' ea a �, F 0. to (, 1 I 4614._. / 4609 = \ 4609 — i. : ■ ■ ■ . . • ■ • ■ . __ 0 0+40 . �� . . . r ■ ■ . . . • . . c .. : i I C ... 1 .... 1 . . 1 . ■ .. 1 I . 6 _ i'e . 1 ! • . t 4610— cQ`:-e..: .p)' 4801 4611 STATION fie" .r_is ��!�� = 0 + 00.00 \ t 7 4 / OFFSET=0.00 / / — 4607 / \ - - -461 \ NORTHING.. 1 394084.50 \ / 4608--f - J�� / — — — it 4609%........... EASTING=3245059.78 \ _r, \ \/ \ _ - -.`. - --------\ I / 30L RAP FES \\ - I STATION= 1+ 15.00 - _ _ - \ \♦ \ �1p 30" RCP M I / OF`FSET=6.00 ,VRORTHING=1394003.03 REMOVE EXISTING 24.1135" M IfiV = 4807.02 .: REMOVE EXISTING 24"x38" HERCP \ \ REMOVE EXISTING 24-x38" HERCP AND RIPRAP INV = 4608.34 i • I I CO = y _ D t I I l I •.\ h h / kb (311/421.4i .FASTING=3145142.35 4 ►6 6N •, / .611 NO/ 4/ / �6 / / /�, / / /' / . I/, ' / / / WELD COUNTY PARKWAY _ �, , /: ;- \ /- m � .. ,, c E si O a ^ al C � i U II _ 20 o 20 40 >_ ( TABULATION OF STORM SEWER DEMOLITIONS ' FEET rT.' 1 SCALE IN 7' Hu�Cr Ave CDOT Item code 603-02305 603-01303 306-00020 603-05730 803-03030 40 20 0 40 \\'\ � I BEGIN END COUNTY STATION STATION ROAD 38x24 Inch Reinforced Concrete Pipe Elliptical (complete te place) 30 Inch Reinforced381124 Concrete Pipe (Complete h Place) Place Hiprap Inch Reinforced Concrete End Section Ellptical 30 Inch Reinforced Corxxate End Section HORIZONTAL SCALE 1' . 40 VERTICAL SCALE 1 • ` 10' �glilliii C vZiff oL CV 7 t 1 �, tw{r-o LF LF S Y Each Each E. tOT1i 1ST_rYKy0+001+77 / ,. Holy177b. SCALE IN FEET . yL�AYE � , 1+� H°°i' _ HORIZONTAL SCALE 1• = 4a 8-33 1 VERTICAL SCALE I• - 1Q KEY MAP ® 0+00 1+16 18th St 118 N.T.S. 0+00 1Fith St 1 N Z 79 rn > LEcj c as 8 e c E as o y c E i a 4 el• c — ga `: Q ips ii 1+18 18th St 833 1 - - .: _ 11r telt18TCQLk>T TOTALS 177 116 17 2 2 � � s ` SK r NOTE: ALL RCP SHALL BE CLASS III AND SHALL MEET SULFATE RESISTANCE REQUIREMENTS IN SOILS REPORT KEY MAP ® N.T.S. Z 4615 4625 4625 O i U U n D a 8 m ri n' EXISTING GRADE I Ft '..ASS MIN COVER N RCP IF OR USE STRENGTH— LESS THAN 12' OF PROPOSED GRADE 4620 — EXISTING GRADE 4820 O B � t° r7 ry ,"'., - R •o N — _ ;OVER BUT GREATER THAN 9" ` CC — — T 4810 / - — - - 4616 4615 — 46'.7 �. —.— Z — IN h / ` PROPOSED � �♦ 177.00 LF - 24"x3e' CLASS III HERCP O 0.38X t \ GRADE ` %�,, n'- - 'c 4. S C }-�•ts, - f _586 , ._ : v'! 4605 16.60 a— 30• • LASS III RCP O O. O 4605 4610 - 4610 24'x38 HERCP FES 24"x311" HERCP FEb dt / ♦ 4600 STA:0+80.00 WV:45017.02 CUTOFF WALL STA:1+71.00 INV-4W6.34 30• RCP A:0+00.00 INV:48094o FES 30" ITOFF RCP FES k WALL TA:1 +16.02 NV:4608.93 / "/ V -k_ •" ,. 11 '� - �` a %,„, PROPOSED 9" FtIPRAP 4800 4605 PROPOSED GRADE PROPOSED 9"iLi RIPRAP 4605 O 4_• 18114 Dale 07-31-70 4595 chars,' �r -. o ✓t etl o_ O no 0 .O s 0 0 it o o d v $ o c_ f4595 "f �v o o N ow A o ¢ n ^ '", 4600 y m ,71,7; r♦ io e r. o n .r a r. ^ Ol 4600 ui Che.lW aY JCY Fr„ JTStorm Sewer PBP.dwa o ,p u ip n u ,p m �o m •.o _o �p �p �f �o io .., �o $ ,p �o ,p o �o '- W '- a ... Scale As Shown v a• *a vIn Sheet at 54 92 _0+26 6+60 0+20 n*40 6+60 0+80 1+60 1+20 1,40 ,4.60 I+80 ,+9/ L• 2C 0+60 0+20 0+40 '...:+ 6C D+H0 1+00 i+70 1+36 In IIIIII� 4683538 Pages: 70 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppea, Clerk and Reoorder, Weld County County, CO III 'Viet%��Ed ti:�I�I4pINCil�1�I�W �IIII a co N o_ a- 0 N O co a m 0 a` c m a m co E 0 U'f N_ o_ 0,5 co E O H l� a c 3 O U re d m .c N c m of c 03 m in co C •E O o_ 0 Q r a / q ^t W u• Ct 0 �.. P. i�w •� Yl mnf ss tiqg SO:o " N C Is 3 >c c CZ s U � ALL -n a Ell - / / , - / Z I Q W Imo imi, 1 \. `113:(1:-:x . a - �_ /1 _ _ _.� __C, .4 0[-- —' _� co oli; r vLY , HO AVE . i _ 3 ai O c 6 C) CD c tri TS � a O 3 W ) . � to S � 3 to CO QCU c . r CL p + EDGE OF GRAVEL ROAD - s - --1- - — - — - — — — — ' t•i� N" M — .... .— 7 . ! t _ i. • r k' __ k M M M l - 461S - 461.3 .- --. - i 4613 ExISTiNG 24• RCP _ / / ' — STA_ 0+00.00 OFFSET: O. TIE TO EXISTING IRRIGATION DITCH N: 1395215.54 E: 3245185.87 + STA 1+33.83 FFSET: 0.04 L N: 1395214.47 / E: 3245319.52 W / /I REMOVAL & RESET 10' OF EXISTING FENCE EXISTING 63.04 LT OF 24" RCP TO REMAIN fF" \ ill V)i./ , 1 \ I- a \� J � O / / / PROPOSED 70.79LF OF 24" RCP DEFLECT AT PIPE JOINT TO TIE INTO EXISTING IRRIGATION DITCH / / � y TIE TO EXISTING 24" RCP / �' STA: 0+63.04 •� h r� ' OFFSET: 0.00 >6 / N: 1395217.03 / E: 3245248.90 / EDGE OF GRAVEL ROAD C ` a et E "�j E+ u .0 c, c in coo 1 V fl • �. .rcti 40 20 0 40 .. • e; 4 • 1T . _ 6- ' ti r 6 C rip - ( O V f SCALE IN FEET HORIZONTAL SCALE 1.. 40 •�: N VERTICAL SCALE 1• • io KEY MAP / 1 N.T.S. r: NOTE: ALL RCP SHALL BE CLASS III AND SHALL MEET SULFATE RESISTANCE REQUIREMENTS IN SOILS REPORT o to 5 o- 0 a A m i .J T `� m r i e Ili V 1, g -� V� 4630 4625 -- 4630 i P n V++ O o t�s g J • �� it' t + a - rot � t 4625 Z O ..4620 Ina � I. EXISTINGSTRENCH E W GRADE PROPOSED ta 1 F7 MN (� IFSS T4AN COVER OF CLASS IV 12" OF USE RCP IF COVER 4620 a m e ri P-- �i a 4c - N ti . 4615 GRADE I} BUT GREATER IV 9' CC • 4615 ■ rfly z �--� - - - - �-- 7] 79 ``,,��.a?upE ingr . �`� S C . 4 gr. ai G = ` l _ fi 3846 " -ir,._�'B: re%,,, ,rJ,-,•..«..E..n. ;I'F 63.04 LFt 24 • RCF11 0.162 _ -- 24" • CLAS W RCP O 0.16% ` n �` 4610 TIE- -MC 4605 EXISTING 24" RCP STA:0+00.00 INV:461 1 24 END S I 20 RCP END A 0+63.04 V:4611.30 - - 4610 O CC EXISTING CONCRETE DITCH INV TIE EN PROPOSE) E IRRIGATION T DITCH 4605 UP S`A:1 +33.83IIIL x• iBtl! W4611.41 0.31-20 4600 O a Si WSS 4600 !7 O N r ovary, 8.1 _ - TPY o c. ra v— 'R n i 4 : N ^ o m 'n WI O+a3N By .ICY ^. b n b h b J1 N b h h♦ b h m b v n �O O - •� b . 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WT. +� '� (12 SCALEINFEET r10Ni/ONTAL SCALE 1• - 40 Mcpu►vry. --,. _ - .Riti ''"'++..,, : ; •,— - Z EACH LF LF ACRE Seeding Area 1 LT 0 02 KEN TMAP O SYMBOL LEGENDme Seeding Area 2 LT 1 15 — — f U L -, L -- & '- CONSTRUCTION LIMITS � Seeding Area 3 RT m a t 0 53 SEDIMENT BERM Mr Seeding Area 4 LT 0 98 SEED MIX O tit o eNi it co o es, on n = CI m Seeding Area 5 RT 0 33 CC Vanes C W A CONCRETE WASHOUT AREA COMMON NAME LBS. PLS PER ACRE F.I - �' n - 113+84 119+20 500 to LT Western Wheatgrass Rarton, Rosanna) --s = ;�� ,,,o, 1""''• .,, •••-t”.• Ies, /?SC ;:o oFVs $ 36846 ,c G. (Arriba, 2.50 116+80 LT 20 V T C VEHICLE TRACKING CONTROL Blue Grama Hachital, lovin ton Lovington) 1.50 ( ,T1. 117+80 LT 20 Sideoats Grama (Vaughn, Butte. Niner, El Reno, Haskell) 2.25 O 118+80 LT 20 Smooth Brone (Lincoln, Manchar) 2.00 v 122*41 RT 20 SCL SEDIMENT CONTROL LOG Sand Dropseed 0.25 `='• 1P_dBJ, 4; ,, c;'•....«••`� �'' ;S�A"Jtr`�r' 123+91 RT 2p Perennial Ryegrass (Calibra or Garibaldi Tetraploid) 0.75 125+53 LT 30 Slender Wheotgrass (Pryor, Revenue, or San Luis) 2.50 O 125+40 RT 20 S SEDIMENT BERM Alkaligrass (Fults II, Slat on Sea) 1.25 i`, ,,,• 'firm 127+62 LT 30 Switchgrass (Nebraska 28. Blackwell) 1 .00 Or 07-31.2° wss ocr"arWY 128+15 RT 30 TOTAL 14.00 la °"•nia°i 131+00 RT 10 SEEDED AREA iii c acv F w. d•N�Yntt eetiYn 0rld111�1�1 134+00 RT 10 2 seas As snows 137+00 RT 10 X 46/9..79 EXISTING GRADE SPOT ELEVATION Sheet: a 56 92 SUBTOTALS 4 500 240 ? 01 x a6ta.42 PROPOSED GRADE SPOT ELEVATION � 4683'338 Pages: 72 of 107 02/17/2021 02:02 PM R Fe•:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO �I II KAMM UK NOWT N LIP IA!III III P \18114 DPG Mining Srte1Drawrngs1Plan SheetsMeld County Parkway1JT-Parkway Erosion Control Plan dwg, 57 Grading Drainage 8 Erosion Control Plan Sta 119+30 to 124+80, 12/8/2020 1:42:11 PM 110420 SEEDING AREA 2 � vi.TJiiirr✓�i� � �� -�i��✓ � � � ..�/+ � �� >> `�r�rr� � ��`rOV �'�I�!wr�i � ' „iL4'-d1!`�IGwOYrY>}teaald!t_waz��C.�r�Cy+ amrs-7� �� •ZSataalW A+1 �nei.(iidiiarz .� !.l al nen s .� '.rMTA�;AiALwl7j{13'l/�G�11'i`.��_LLaJ7I�d!'1�'Js!?'�a!C�+l9�d��t►J�7;�7�.r'��'i9�Cil�irtif::C��t'ri�!1w4rI�1/IJ/JL7�1+1�Pi��•1�+r i ��-=`��.ti�': 1�1'�L�r/II,.� ��a;,> -��I�1 •� ��-si•►+s'S��rr�1Ti•74-soiri,,_IrawsY/• �7ana irsows��M�I�7l �� may_ �/+r/s r/.aampalumquirmamaimuminseigarga sec1►Ir/.�►I.Irj �li� �o**y♦�Ci� •� 461 7 2 ♦a�a 4617 ° 7 II/�'I�i �� 1s:4'�� 4616 00 i 4 616.34 4616 14 IL4615A5� i • 1 lJ--- - - 4610 — - 4616 76 xe-4616 27 4614.73 �_--- � -- -----X606--- - ------- — J 4601 4608 J 4617.88 4617.82 4616.46 �-4616 62 120+A0 121 1.20 • ��I ar ra �O errs 4613 1U 'k italisfrl� 4612 34 awl glee �reLti� ��! IA_I�+L.+I_Il henna i daSTAWAPLIWar IM I.►IONI 4611 .80 r �I - i s �rll+t/I�1IvtnliAear� �t air741 Cf tit* �.Iri �i�IruvI�.L1��ii'= +r . / r - �.:1�- s11� q,...T��iii.,ri1►/vl.7i�►i�i.lA! • � ts�..'�� • �►iii� �l�,yy _ .. •,. now. �.11,►!I,►�►A�iA.�!r/,II6I/41/%a.!• ��7�r.. � . '�i.7igriir %'� Iis. t .�!'!!'�rt � it r/.r/Ii/v r71:1/1.1A>yt�� -V r�%�►�r!r� !-"Cl�; Sr �1Q►:4 Are ir 4a� -- 461O- — 4611N _ 461? �!� . 3 - !Ai >•I !, A•�' • 1i •yA.11�i� � - -•� w 1� "ice �►1. •a •i ��,jl ! •i!`, � �!, 411) �isiO,i.�j� � •-'�- •'.`-s��e `'��s`� .••� �•►�_•�.:'�,•�� ..��.. sir irges i+r• 4I 444 mo.. '•�•i �� 4616 '6 1 4612 48 4616. J8 4616 14 461 1 51 461 1.29 �. ♦�.. aC=��a17.►�!"iiAi', �1.��'L: I/,��.�� ,1�'� 4611 y/ ,4►.�A�lr`If'��iTI iA �.�! ....- _ 1�Inr��i..rr..rr�� _ '� I•. _ �- 'lfCt.:7�j�1%r/ A��l�+!^e+� !�= fy`l.�r!1� 4611 4611.72 - - 9A.iA! iiAr,.c A111;�+ yII + .r�r� AI1•+ II - -_� - - - - - - - - - - - -� a+!1clllC�' il•�liTT� _i �IL1 �.i_ h�1 _v1 -. IIy+ 4610.78- ;611 - - - - - . �:ciw *�=:S I-��•�:�'�i�+= ?=�:,�^, iL ' y •it Ii••s ate! --N - - - - _ _ - _ '1��Iiil IA��i r�� r'!A� �:yv�►rl�rf ��w��1 1=1�`�:..A, .. — — — — — — ---- - Ida.*��Il�'►� r'! •�► �� AS �+ si�Ir r �l ��!i`�!j `•�y�l�ir�4►!��•�'�! I �`~� �1��II�iA! :// �MATHEWS FAMILY ENTERPRISES LLC r17- i PARCEL N0. 096112300003 1 / / i // / /!- SYMBOL LEGEND X 4619. J9 X 4618.42 CONSTRUCTION UMITS SEDIMENT BERM CONCRETE WASHOUT AREA VEHICLE TRACKING CONTROL SEDIMENT CONTROL LOG SEDIMENT BERM SEEDED AREA EXISTING GRADE SPOT ELEVATION PROPOSED GRADE SPOT ELEVATION ROADIFER CATHERIN 4616.85 �46156J 4611.47 4610.52 HORIZONTAL SCALE 1• =4O cc H Z O cc O Li. W H Dane el Craned e, 07.31-20 4683638 Pages: 73 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County County, CO 12/8/2020 1:42:29 PM III MrdININ iviAliglifid ilk 111111 CONSTRUCTION EASEMENT 7 z z /;�_- i/ /„_ SEEDING AREA,g ' EXISTING INV = 4 X444 al: /:?�$01� - = PS 2 24 as 11 I I EXTENCD ��13�rain �y'rj;��;M III ! Oi ss 4.1 3 0 ��r� �1.�• .4ir .r .I .l:rlii�� .ai►eel- inc�fart1ll ' 3!i �.. g.21.1r/r-�a■iig- � ��%I.194mi friii�o ■M � f■,Ona lEnninsMs■i�. - `'�-�aeail27!!t_!'�-_ s 4616 4610 I� 4616 57 4-4615 -IS 4613' 24"x38" HE(jG%/ /�/ /�� .i'�IiSlllalllllmlll11111 607.48 /,/ �li�i�'llllllllll'111111Z14�11,i11 ' ' - AspaparliaiiiiiiilifillyalemN i� .1 e111111�1 �il!v _ / / i , _ a, a ,a ■ w / 11�ii , it:?iGti;,iL�,�l.��4.1�.ia1�Po.8, -�t;;aa.AG 0. al'''4ii�.166 ill 11i1'•11'`ili�il'1�.11� -�►�.1'��..�l�Tr3i►�r�'•:'Jlir:yQ�11:u�� ! - 4609 4610 -1%17 463 4615 11 4615 PROPOSED 24•x38• HE RCP SEE SHEET 54 FOR DETAILS r-441!14 4816 4616 tU i 4616 86 ��616.69 1 Y 1 s I T i 1 1 1 1 1 1 1 1 1 r'Yrevarr�e, ■■iiC=9■Fez=,a■f:illion. .►. „4�- e�ac:a SPOMc'Cae�tiSn1■i �� si'- of ainSiIRMO Oclii.-. 4° 140+4D — T - 4 --g1V 1 a X Tc 1m .Z7 ,4 4611.16 `4611.47 y 4614 - - /4614.9) _ - 461? EXISTING 24"x38" HERCP INV = 4606.34 ompronireiui!a Vii+ 9: tiia' ■ 111!1,!1 'en en P sod--�' �.■llllahono•is-- ��0,7044 �/�� .1 3if$ii iV00i�f-_-. egmessmapg per/ee! —ipkim f�gp .". - i _: -011;000v. Ina - ■ 11"11. to ._9..- i'iif'■lia 1 . r'etaE�rty■i r - 'oor 46j1 `�=4611II.- 4610,12 4610 11- 4616.07 114+40 aas 4614.89 N:4611 09 t•;•l�� A — 4609.78 atf.iii:- n=� -=3srt� .. „1■ M1 ., i!LIMY7i{i!'016'!9 � -.rtr,i�`�l• . .4L;i 4:11■■ia01e,. .;:7: 11 :.• 41 � ea:! ra 1 M � II nerl •-+=Fisr-Ljete■ �� r — ■eipmfOr-a�y �i11. .r,f 4 •ih �I..,;11MillI I 11411111e1111110 l i1; lil{IlllalaAall4lllllla �Illlllnllll lllanllal 111 II,i1Nei IA 11 lNlllAlllNllallll II�IICaHI�lll�jallllllt. :IIh�IQ��lll :1115 �. Illlallb '1,� , 11 !1 ';ki ��;�� . brll�lhl 1 1 J • 1k1 ~ Vilir 30" RCP FOR PROPOSED EWE PROFILE SEE SHEET 54 190+4D zr k ve— --•461487 127+20 •4611 09 \ � IN'✓ /� `--^ 4612 se" ----.Sts ... � "__�46tJ'- --_ • .-41514 ---- _� '- `��-_---_- -4616.40 4616 461649 -4615 12 181+40 -+ - FOR PROPOSED STORM SEWE PROFILE SEE SHEET 54 °'''�11�' llallll� fir+ :. •�l■�;1�11111l1l�;"��'� , � .�"Zi�rr�,1��;,��'1 ai, »al' . � �ltJ.■11 11 ll llll�,ialllallllll�l,ll1'lal�lli�`I"'-. 4609.82 --- • 11 IliI 461i.N4rt -r rNG STORM SEWER PROPOSED 24"x38" HE RCP PARCEL -u>tv� -46O§20 .r..... w�-- SYMBOL LEGEND - CONSTRUCTION LIMITS frOI4.��OI`► 144 442.4419, i►04 X 4619.59 X 4618.42 rr,n-?a�j',i!li .w�1A11111lI,11111i1 �! 4 . 4111211= 01 11144iillull llyor '41!��Ipr 'll 1, CONSTRCIC1\N EASEMENT \ SEDIMENT BERM CONCRETE WASHOUT AREA VEHICLE TRACKING CONTROL SEDIMENT CONTROL LOG SEDIMENT BERM SEEDED AREA EXISTING GRADE SPOT ELEVATION PROPOSED GRADE SPOT ELEVATION \ \ ► 1I \ 1� �� \ \\ �, - SEEDING AREAL\ 11 --- i 4610 •6 2 "x38" HERCP 1r0P IIIIIIIII VIC 4610 26 1111111/ PROPOSED 24"x38' HE RCP SEE TEET 54 FOR DETAILS TO/P: 4610.66 TOP: 4610.7 TOP: 4610; TOP: 4610 77 TOP: N N \ a •POSED 30 iNv tr 4609.6•, EXISTrrat;- jirflll1,11 I1T•'.. a„nue an ili i�ldlllll TI : , •;-�,�all111 4610.8 tio, ea ainrinto 11 T01? 461085 1 !1 :. :. li ! ,': 4611 `>Jel< -7.. 4610.`13 X 4615 _11 in SEEDING AREA 4 EXISTING 24''x38"- HERCP INV = 4607.02 4610-6 1CF'W 4610 60 • r III .. T•P: 461 e.60 CITY OF GREELEY PARCEL N0. 096111400010 ■ 1 1111 ii i■ CONSTRUCTION EASEMENT 1 ll 1 ill 11 11 if lial3■ 1l131� 1�11�lailllllll1211llllllllill;lal-`i. lea■»lllalllllii- �■ �! .!1 1 !1!1l1��al�-a _! �1.._.a/1=11- 1, 90!$111111111 l 461,- '4610 59 i 4610 1�par _■■lumm.a-ir.■11;llllilll•yl= 1111illllllallllll11i�1' 3 7011:1111111111111101iiii5111142::2441111 �-■�■..1■.a■�■�■ -��a�l�ll■��.::.�■��::�:111 �1 !1��az�a�c�-� !1 a!i��:■.a��l��a`3�a■��;�1■.11illlalsi;lllllalalllllala Xae-461388 PROPOSED 24"x38" HERCP INV = 4807.02 PROPOS€U-4" SCH BO PVC INV N = 4608.50.- INV S = 4607.60 4610 52 441 4 1 a- .41010 .sue _ 9 WV . 1 lil TOP: 461fp 1 28 T OP: 461 . � rOE4PI8.. TOE 4609, TOE: 4609. 11 .+, IA —70t 460877 ' it Telt 4609.90 \ \ Td1E 4609.60 \ T-461105' „ 4611.03 . Ig■ii _;v_ � 24 _ ..:2444,4_:iaii � aar R. ■■■■�■■ 4ipaLsni, TOP: 4610.00 TOP: 4811.11 OP: 4811. -- TOP 4611.00 46i6 4617.13 4616 11 461 1461?.18 4611.34 11 j /' SEEDING AREA 5 /' WELD COUNTY / PARCEL N0. 096111400009 WELD COUNTY WATER QUALITY POND REGRADE AS SHOWN TO MAINTAIN STORAGE VOLUME EXISTING STORAGE VOLUME = 9,437 CU -FT REGRADED STORAGE VOLUME = 9,845 CU -FT EXISTING/PROPOSED POND TOE OF SLOPE CWA ON SITE AT GRAVEL PIT (NORTH ON HOLLY) 40 20 SCALE IN FEET i' �ides.Z;��i��.i■ ��i i�. _ ai to:4$:"444:,4,140 444401i421I�1=i�p��i�d _4t11111.14 Y44 4617 33 !�~ K — 4616 38 1 y L 4617 62 >l 1 40 ft L ■�1■\�' ' 4i 7 40 1 HORIZONTAL SCALE 1• . 40 4611.86` ` \' 'tzar I Z 0 C, LC O EC 0 CI W 2 H 4 12 68 ei itt 0 N Ts G m + In 0S 0_ co Q t C O L L 0 W ,ee . 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V ♦- . . � 'k 7 IrrecitglaanSt� . s`� adds ► s71 - • s�'Si.-+:11140.7411. w+:_ 'ice "- — 4a - - .� ►�; �!► _ ��ii�s-. a7� • - ��a►�a •,`�'+ i _ `.♦+v��.7 ,♦w`a4 E 18.0618 4618.2 � a ist.a♦�`i�' �;.�r.7�' ��.i4617.89 .-_4618.46<��,��'a`,,�,'i �i,��,'s7. � !>rer46t7,66461i 36�-46!7.61 x-4617904618.70♦,♦�+�`.A ```:��♦,',Oia'- i - r4617.15 �- 461.9 J8 ��,i .�� - 461748 46j71-46164618.8' ,` 90 x.-46184; 4619.0 4617 - 4618.5B 1 '54 i t.6 KEY MAP N.TS. T467616.2 40 CO L 4616 4614 4613 36 tied 131+0 46/109 4612.12 — 461513 � SYMBOL LEGEND CONSTRUCTION LIMITS X 46 9J9 X 4618.42 &4611.;1 4612.35 SEDIMENT BERM CONCRETE WASHOUT AREA VEHICLE TRACKING CONTROL SEDIMENT CONTROL LOG SEDIMENT BERM SEEDED AREA EXISTING GRADE SPOT ELEVATION PROPOSED GRADE SPOT ELEVATION 132+00 122+40 4-461155 4612.60 SEEDING AREA 5 /n+eo 130+20 `461_T 6C k-4614 06 4612 85 4613-1 1 itp+00 ‘461412 WELD COUNTY PARCEL N0. 0961 1 1400009 134+00 4614.58 461360 CITY OF GREELEY PARCEL N0. 0961 1 1 40001 0 -_......._ :7 , _ _ �fb _it: 1 \ ~ _ ` _ _� 1 ... \ 1 ` \ \ \ \ _ 1 �` \_ z` '��Bti \ ` -\�``` _`� - 11 \ 1 \ -\ \ \\ ftftft �g \ � 1 1 c.‘ eft.- ...us 4614 86 4613 84 \ \ ``1 ` 1 i \ \ \ \ ` \ \ \ \ \ \ \ �9 40 20 \ \� \-46 15 51 \ O \ \ \ �11\ 46158,3 4614.83 40 SCALE IN FEET HORIZONTAL SCALE 1- = 40 \ p cc H O cc O u W O ^ m S4:1 dv LL N a C c s. r 8 C J b 3 8 o� LL � c �3 8g C O W •• r M ts O co o �o v w+ 068 0.0 c (Q+ m c r7 O to 0_ O) � C m C7 J-2 Contracting Company REVISIONS 0 a z x c U m' m O N co O a ■ N N O h 2 eel 38846 G. Q:ti 128.20 4>„)::SS'ti..e�e.rtt i ritt E ,o �rrh" �Ipprw doh r 18114 Dye 07.31-20 Drawn sy os■r•ea� Cnec.ea 9y 1NSS TPr JCV j="1 Erosion Control Pan Sc■e As ShSIL Sheet cm — of 59 92 4683538 Pages: 75 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO 0_ 1` N Q 0 N 0 m N_ c m Cel — 0 0 C1J T to c ap C 0 U c 0 0 W so w a co c to O cs c v to (7 0 up o; co a c a Q 0 U c 0 0 W T 0 co d H 3 a c 0 U v a, ar .c C N a ig, c u. r 0 c c a O a III 111111 _a - OLVC.1,. \‘‘ �12� Hta�� _ \CP T � III \ \ _ -� ;III 46 I mma Tan aaaa r - ' 4614 - _ - _�- -, --- ` _ ---_'___ •�- \-------_ 4611- / ..... - a. aaa _ - - - 4614 -- '- '~ _ _ — — - 613 - — r ▪ ▪ - �` 4Q?O 04611 0.00 CITY OF GREELEY PARCEL N0. 096111400010 _ 14618 — — aa ~�'4619_ i _ _--4619__-----_-__-_--_---_-_-_-____-- 1astCD -----_-'x;40 _ — — - _ 137+a0 � �- 07 20 \Sett — i 4616.14 //4615.22 4614 83- W �s �.� s in 4615 ,i 44,x+ 1 SYMBOL LEGEND X 461AJ7 X 4610.42 CONSTRUCTION LIMITS SEDIMENT BERM CONCRETE WASHOUT AREA VEHICLE TRACKING CONTROL SEDIMENT CONTROL LOG SEDIMENT BERM SEEDED AREA EXISTING GRADE SPOT ELEVATION PROPOSED GRADE SPOT ELEVATION an. anwirrr= 161/ f r � - 4616 47 461 \-46/6. 79 4616 00 --4674- ---- - - - -WELD COUNTY PARCEL N0. 096111400009 SEEDING AREA 5 \ 4617 -54- 461712 x-4617 09 4616.72 4616 di 4616 42 r� - - -eta, � -ate J \ \ \ \, \fit NEI - -1 s_- - -- /6 - - - - - - -461v- - \ \ -- 619---- 143+00 • 1--- �--—His — _ \ \ ao zo SCALE . \ HORIZON `AL SCitE 4683538 Pages: 76 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO rm Water Manageme Ian Sheets\Weld County Parkway\JT-Par 4 DPG Mining Site \Dr 1. SITE DESCRIPTION The Contractor shall comply with all CDOT contractual requirements and all requirements associated with the CDPS-SCP on this project. The SWMP Administrator for Construction shall update to reflect current project site conditions. A. PROJECT SITE LOCATION: Weld County Parkway, Greeley, CO. Construction limits include replacement of concrete 1075' northwest, 980' southeast of Weld County Parkway & 18th Street & Holly Ave, 100' Southwest of 189, Street and W.C. Parkway, 200' north of Holly Ave & W.C. Parkway. Holly Ave 940' north of Weld County Parkway & Holly Ave intersection. B. PROJECT SITE DESCRIPTION: This project is described as the construction of lane expansion for turn and acceleration lanes at the intersection of Weld County Parkway & 18th Street & Holly Ave. the project consists of constructing concrete lane expansions for turn & acceleration lanes, concrete and asphalt replacement at intersection, and signage and striping replacement. C. PROPOSED SEQUENCING FOR MAJOR CONSTRUCTION ACTIVITIES: Areas to be disturbed will be cleared and grubbed. Existing pavement will then be removed and replaced. Additional pavement will be placed for widened roadway areas. Final grading will be done on roadway catch slopes. All non -pavement disturbed areas will then be reseeded. D. ACRES OF DISTURBANCE: 1. Total area of construction site (LOC (PERMITTED AREA)): 7.47 acres 2. Total area of proposed disturbance (LDA): 3.65 acres 3. Total area of seeding: 3.18 acres 4. Total area of pre -project impervious surface: 129,320 sq. ft. 5. Total area of final Impervious surface: 180,367 sq. ft. E. EXISTING SOIL DATA: Subsoils consist generally of clayey sand, sand with silt and gravel, and silty sand. F. EXISTING VEGETATION, INCLUDING PERCENT 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 will conduct the Vegetation Transects as outlined in Chapter 4.11.2 of the Erosion Control and Stormwater Quality Guide. A survey including general description of existing vegetation shall be conducted by the SWMP Administrator 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 also perform the vegetation survey transect(s) including photo documentation as outlined in Chapter 4.11.2 of CDOT's Erosion Control and Stormwater Quality Guide. Pre -Construction Date of survey: %Density: Description of existing vegetation: Map or table showing transect locations in SWMP notebook tab 17: Post -Construction Date of survey: %Density: Description of existing vegetation: Date of CDPS-SCP Closure: Map or table showing transect locations in SWMP notebook tab 17: G. POTENTIAL POLLUTANTS SOURCES: See First Construction Activities under Potential Pollutant Sources. The SWMP Administrator shall prepare a list of all potential pollutants and their locations in accordance with subsection 107.25. H. RECEIVING WATER: 1. Outfall locations: Borrow ditches and culverts to South Platte River. 2. Names of immediate receiving water(s) on site: Borrow ditches and culverts to South Platte River. Ultimate receiving water(s): South Platte River 3. Horizontal distance to nearest ultimate receiving water from project: 750 feet 4. Description of all stream crossings located within the Construction Site Boundary: No Crossing I. NON-STORMWATER DISCHARGES: ALLOWABLE: I. Groundwater and stormwater dewatering: Discharges to the ground of water from construction dewatering activities maybe authorized provided that: a. the source is groundwater and/or groundwater combined with stormwater that does not contain pollutants b. the source and BMPs/Control Measures are identified in the SWMP c. discharges do not leave the site as surface runoff or to surface waters d. The contractor shall protect all work areas and facilities from water at all times. Areas and facilities subject to flooding, regardless of the source of water, shall be promptly dewatered and restored at no cost to the owner. This shall include removal of any debris caused by flooding. Any dewatering shall be done in accordance with Subsection 107.25 CONTAMINATED: 1. If discharges do not meet the above criteria a separate CDPS permit shall be obtained by the Contractor from the CDPHE. See standard special provision 250 Hazardous Waste and Contaminated Water. 2. SITE MAP COMPONENTS: Pre -construction A. PROJECT CONSTRUCTION POTENTIAL SITE BOUNDARIES Shown on Grading, Drainage & Erosion Control Plan B. ALL AREAS OF GROUND SURFACE DISTURBANCE Shown on Grading, Drainage & Erosion Control Plan C. AREAS OF CUT AND FILL Shown on Grading, Drainage & Erosion Control Plan D. LOCATION OF ALL STRUCTURAL CONTROL MEASURES IDENTIFIED IN THE SWMP Shown on Grading, Drainage & Erosion Control Plan E. LOCATION OF NON-STRUCTURAL CONTROL MEASURES AS APPLICABLE IN THE SWMP Shown on Grading, Drainage & Erosion Control Plan F. STREAMS, SPRINGS, WETLANDS AND OTHER STATE WATERS, INCLUDING AREAS THAT REQUIRE PRE- EXISTING VEGETATION BE MAINTAINED WITHIN 50 FEET OF A RECEIVING WATER Shown on Grading, Drainage & Erosion Control Plan G. PROTECTION OF TREES, SHRUBS AND CULTURAL RESOURCES Shown on Grading, Drainage & Erosion Control Plan H. Flow arrows that depict stormwater flow directions on -site and runoff direction Shown on Grading, Drainage & Erosion Control Plan I. AREAS USED FOR STORING AND STOCKPILING OF MATERIALS, STAGING AREAS (field trailer, fueling, etc.) WASTE ACCUMULATION and BATCH PLANTS INCLUDING MASONARY MIXING STATIONS Shown on Grading, Drainage & Erosion Conlrol Plan J. LOCATIONS OF AL STREAM CROSSING LOCATED WITHIN THE CONSTRUCTION SITE BOUNDARY Shown on Grading, Drainage & Erosion Control Plan q rw aNv C P' ® 4E� U �q ti 22R r Storm Water Management Plan cting Company Z F N YI en 0 16, a= 18114 Sale 0x,1-0 WSS TPY cv wwow . Jr-Pedwav SWMPAN Ps Shown Sheet: 61 9z 4683538 Pages: 77 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO Mr 'kill, Ill II I rm Water Manage logs \Plan Sheets \Weld County Parkway UT -Parkway SWMP.d 3. SWMP ADMINISTRATOR: A. SWMP ADMINISTRATOR FOR DESIGN: Narrie7Title JC York Contact Information jcvorkc0-tconsultina.corn 303-857-6222 B. SWMP ADMINISTRATOR FOR CONSTRUCTION: (As defined in Subsection 208) The Contractor shall designate a SWMP Administrator for Construction upon ownership of the SWMP. The SWMP Administrator shall become the owner/operator and assume responsibility for all design changes to the SWMP implementation and maintenance in accordance to 208.03. The SWMP Administrator shall be responsible for Implementing, maintaining and revising SWMP, including the title and contact information. The activities and responsibilities of the SWMP administrator shall address all aspects of the projects SWMP. (Update the information below for each new SWMP Administrator) (Copy of TECS Certification must also be included In the SWMP Notebook.) ame/Tifte ContactMforma}ion Certificoiiion#Start CSpte'r)Engineeralppro3al'; Chris Leone 970-219-3916 C. EROSION CONTROL INSPECTOR: (As defined in Subsection 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 Notebook.) Name/Title Contact Infor nata7Tr,`r „C5.eiffeK t affil ,Start Date'.:C EngineerApprovol Chris Leone 970-219-3916 4. STORMWATER MANAGEMENT CONTROLS 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 107.25, 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. B. OFFSITE DRAINAGE (RUN ON WATER) 1. 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 PAD/VEHICLE TRACKING CONTROL 1. 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 The SWMP is a living document "living document" that is continuously reviewed and modified throughout the construction phasing. During construction, the following items shall be added, updated, or amended as needed by the SWMP Administrator for Construction in accordance with subsection 208.03. During construction, indicate how items that have not been addressed during design are being handled in construction. If items are covered in the template or other sections of the SWMP, indicate below what section the discussion takes place. A. STOCKPILE MANAGEMENT: Shall be done in accordance with subsection 107.25 and 208.07 B. CONCRETE WASHOUT; Concrete wash out water or waste from field laboratories and paving equipment shall be contained in accordance with subsection 208.05. C. SAW CUTTING: Shall be done in accordance with subsection 107.25, 208.04, 208.05 D. STREET SWEEPING: Shall be done in accordance with subsection 208.04 6. INSPECTIONS A. Inspections shall be in accordance with subsection 208.03(c). 7. CONTROL MEASURE MAINTENANCE A. Maintenance shall be in accordance with subsection 208.04(f). B. RECORD KEEPING A. Records shall be kept in accordance with subsection 208.03(d). 9. INTERIM, PERMANENT STABILIZATON and LONG TERM STORMWATER MANAGEMENT The Contractor shall comply with all interim stabilization and permanent stabilization requirements in accordance with subsection 208.04(e), A. SEEDING PLAN Seeding will be required for an estimated 3.18 acres of disturbed area within the right-of-way limits which are not surfaced. The following types and rates shall be used: Storm Water Management Plan cting Company 3 tend er-n,-ao wee Desis.ft 1Pv da ,Pa,warSMI.awo show Sheet: /�a: 62 92 4683538 Pages: 78 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO VIII I��IN�F��'I+�J,RIiGh�'��141'J4W�h 111111 \Plan Sheets \Weld County ParkwaNT-Parkway SWMP.dwg, 63 Storm Water Man 4 LPG Mining Site COMMON NAME -- LBS: PLS PLR ACRE? Western Wheafgrass (Aruba, Rarton, Rosanna) 2.50 Blue Grama (Hachital, Lovington) 1.50 Sideoats Grama (Vaughn, Butte, Niner, El Reno, Haskell) 2.25 Smooth Brone (Lincoln, Manchar) 2.00 Sand Dropseed 0.25 Perennial Ryegrass (Calibra or Garibaldi Tetraploid) 0.75 _ Slender Wheatgrass (Pryor, Revenue, or San Luis) 2.50 Alkaligrass (Fults II, Slat on Sea) 1,25 Switchgrass (Nebraska 28, Blackwell) 1.00 TOTAL 14.00 B. SEEDING APPLICATION: Drill seed 0.25 inch to 0.5 inch into the soil. In small areas not accessible to a drill, hand broadcast or hydroseed at double the rate and rake 0.25 Inch to 0.5 inch into the soil per subsection 212. Soil compaction shall be minimized for areas where permanent stabilization will be achieved through vegetative cover. C. MULCHING APPLICATION: Apply a minimum of 2 tons of certified weed free hay or 2 1/2 tons of certified weed free straw per acre and in accordance with Section 213, and mechanically crimp it into the soil in combination with an organic mulch tackifier. 1. Prior to winter shutdown or the summer seeding window closure: Uncompleted slopes shall be mulched with 2 tons of mulching (weed free) per acre, mechanically crimped into the topsoil in combination with an organic mulch tackifier in accordance with subsections 208 and 213. D. SPECIAL REQUIREMENTS: 1. Due to high failure rates, hydroseeding will not be allowed for permanent stabilization. E. SOIL CONDITIONING AND FERTILIZER REQUIREMENTS: Minimum requirements for all disturbances to receive seeding (native). Elevation' 4610 feet Soil conditioner paid for as Item 212- Soil Conditioning (Acre) Biological nutrient organic based fertilizer fibs/acre)* Humate (Ibs/acre) Compost (cys/acre) All areas <2:1 Spray on Amendment (Ibs/acre) >2:1 slopes only 300 200 65 *Biological nutrient shall not exceed 8-8-8 (N -P -K). Humate shall be in accordance to 212.02. F. SOIL RETENTION COVERING: On slopes and ditches requiring a blanket or turf reinforcement mat (trm), the blanket/trm shall be placed in lieu of mulch and mulch tackifier and placed after seeding (native). See SWMP Site Map for blanket/trm locations. G. Permanent Stabilization Application Under Structures: Under structures shade patterns should be considered and the use of Median Cover Material (Stone) or other stabilized options with an approved Project Special Provision should be used. See SWMP Site Map for locations. H. RESEEDING OPERATIONS/CORRECTIVE STABILIZATION: Prior to partial acceptance. 1. All seeded areas shall be reviewed during the 7 day inspections by the SWMP Administrator for Construction and or Erosion Control Inspector for bare soils caused by surface or wind erosion. Bare areas caused by surface or gully erosion, blown away mulch, etc. shall be re -graded, seeded, and have the designated mulching applied as necessary, at no additional cost to the project. 2. The Contractor shall maintain seeding/mulch/tackifier/blanket/TRM, mow to control weeds or apply herbicide to control weeds inthe seeded areas until Partial Acceptance of the stormwater construction work. 10. PRIOR TO PROJECT FINAL ACCEPTANCE A. Partial Acceptance shall be in accordance with subsection 107.25 (d), 208.10 and 214.04. At the Partial Acceptance of the project, it shall be determined by the SWMP Administrator for Construction and the Engineer which temporary control measures shall remain until 70% revegetation is established or which shall be removed. B. At the end of the project, all ditch checks shall either consist of temporary erosion logs (or equivalent) or permanent riprap. C. All storm drains shall be cleaned prior to the Final Acceptance of the project. Work shall be included in 202 Clean Culvert. z O F v F N `Z A 6C O CI 01q�qq tracting Company 4 e $E • �F 9F L a n.,M wwnw wM Owtoww Pr mwWw MY r-P.ww SWMPAw As Wwwn Sheet: 63 92 4683538 Pages: 79 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO 1111 krari ki PA NAVA%Wd 11111 a `r gs1Plan Sheets \Weld County Parkway UT -Parkway SYVMP.dwg, 64 Storm Water Manegem DPG Mining Site \Dr 11. NARRATIVES: C ►r C 6- .4r "'TM y vuLL o ` n x U d r r. 4 .s, s ~+ 2 E .- !7 Control Measure Matrixes During Construction: 1. Control measure narratives have been included 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 a Non -Standard Control Measure not included in the SWMP is 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 complete a Non -Standard Control Measure Specification and Narrative 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 phase(s). 2. the SWMP Administrator for Construction shall place an "X" in the column In Use On Site when the control measure has been installed. 3. A "P" in the Initial Activities Column indicates that the control measure shall be installed before construction activity starts. Locations and quantities will be discussed during the Environmental Pre -construction Conference with the Regional Water Pollution Control Manager. STRUCTURAL Control Measures that may be potentially used on the project for erosion and sediment control; practices may include, but are not limited to: C � a o = u ` E v C. m 3 Wwar g y Y - in 3 d d E m CONTROL MEASURE IMPLEMENTATION PHASE . APPLICATION, CONTROL MEASURE --4 NARRATIVE _.-- _ _ ._.-.___�. Ea® M- 208 STANDARD or "X" for NON- STANDARD NON - IN USE O SITE 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. C _� e o a § V 1 2 e 13 u co 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 mature trees and/or existing landscaping prior to start of construction disturbances. CHECK DAM/DITCH CHECK Erosion log, sift berm, silt dike, rock 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 C v ms's'')' N Storm Drain Inlet Protection In Paved Roadways (type 1, 2 and 3 as shown on M-208-1, sheet 5 of 1 I) Manufactured storm drain inlet protection placed prior to construction disturbances as detailed in M- 208-1, to protect existing inlets or immediately completion of new inlets to prevent sediment from entering the inlet throughout construction. M-208 5 � _ Eg e c _ Ss 5 Ss - Storm Drain Inlet Protection In Native Seed Areas (M-604 Standard Inlets Type C and D) _..... ----- ------ ..new 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 CULVERTINLET/OUiLETPROTECTION Placed at 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 Erosion logs, aggregate bags o prior to start of construction disturbances. M-208 X Z TYPE C, TYPE D AND TYPE I3 PROTECTION Erosion logs, aggregate bags, erosion bales Placed around inlet grate or slope and ditch paving to prevent sediment from entering inlet. Place prior to start of construction disturbances. M-208 0 U STOCKPILE PROTECTION Temporary berm, erosion logs, aggregate bags* Placed 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 stockpile, increase control as stockpile increases size. M-208 H V � 2 22 e � o TOE OF E/LL PROTECTION Erosion logs, temporary berm, silt fence, topsoil windrow* Place prior to slope/embankment work to capture sediment and protect and delineate undisturbed areas. *Can be used to stockpile topsoil for salvage. M-208 P -,„ „ PERIMETER CONTROL Erosion logs, silt fence,. temporary berm, topsoil windrow* Placed priori° construction commencing to address potential run-on water from off site, and to divert around disturbed area. *Can be used to stockpile topsoil for salvage. M-208 X H Z gar -"sc'�Ps� e�as �,swzs "••*,„,�;u; ,;..•�*` SLOPE 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 start of construction disturbances. M-208 X 0 0 Z TEMPORARY SEDIMENT TRAP Used to capture sediment laden runoff from disturbed areas < 5 acres during. construction. Place prior to start of construction disturbances. Outlets that withdraw water from or near the surface may be installed_when discharginu from basins and impoundments. M-208 O "'a may zo 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 Q .r... a, wss TPV la Z H a . cv � ,rr, y5W's7;:t Su. AC Novm shear: �6492 4683538 Pages: 80 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carlly�IKoppes, Clerk and Recorder, Weld CoouunLt�.y7IL County, CO VIII IiT�s� �� fT��f l-.flll l ��III I ®- flf Bill 2 5 Storm Water DPG Mining Site \Drawings \Plan Sheets \Weld Courtly ParkwaNT-Parkway S j 0 '�v 'C y 2 ° ? U a a� i G v , w L F Al g ,, Al OUTLET PROTECTION Riprap, or approved other Material placed as energy dissipatorto prevent erosion at outlet structure. M-601-12 X X CONCRETE WASHOUT In -ground orfabricated Construction control, used for waste management of concrete and concrete equipment cleaning. Placeprior to 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 start of construction disturbances. M-208 X Engineered SEDIMENT BASIN Constructed early in project, prior to storm sewer/ditchesand in accordance with 208.05(p) to capture storm flow, Outlet structure and/or outfall shall be modified for temporary sediment control using an approved non-standard detail. Outlets that withdraw water from or near the surface shall be installed when discharging from basins and impoundments, unless infeasible e y a � � -- 3 : r, ., W m 3a y v in k 3 o. E a A. 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. X TEMPORARY STREAM CROSSING Constructed over stream or drainage to prevent discharge of pollutants from construction equipment into water. CLEAN WATER DIVERSION Placed to divert clean surface or ground water around disturbance area to prevent it from mixing with construction runoff. OTHER NON-STRUCTURAL Control Measures that may be potentially used on the project for erosion and sediment control; practices may include, but are not limited to: Erosion control devices are used to limit the amount of soil loss on site. Sediment control devices are designed to capture sediment on the project site. Construction controls are control measures related to construction access and staging. Control Measure locations are indicated on the SWMP Site Map. *Use of vegetative buffer strip requirements, The CDPHE Water Quality Control Division Technical Memorandum dated August 27, 2015 clarifies the requirements for utilization of existing vegetation as a buffer type of sediment control measure, while maintaining compliance with the CDPS permit for Stormwater Discharges Associated with Construction Activity— CDPS Permit No. COR4000000. In general, the division does not recommend that vegetated buffers be implemented as a sediment removal control measure for runoff from disturbed areas at construction sites, unless implemented as a "finishing" component of a Treatment train comprised of additional, adequate up -gradient Control Measures. The entire memorandum can be found at: https://www.colorado.SLov/pacific/sites/default/files/Vegelative920Buffer%20Memo.pdf C 0 ' C V , v a e 1.3 i. : t ;\ 0 - CONTROL MEASURE IMPLEMENTATION PHASE. _ APPLICATION, CONTROL MEASURE - - - NARRATIVE - - - - -', . ., M. STANDARD or " , NON- STANDARD USE ON SITE INITIAL ACTIVITY INTERIM ACTIVITIES PERMANENT STABILIZATION, 2 g e w <z sS Et e Al * VEGETATIVE BUFFER STRIP Fence ((Drastic) Finishing component for filtering sediment -laden runoff from disturbance area. Area within CDOT ROW or temporary easement to be identified on SWMP prior to construction starting. GRAD/NG APPLICATIONS (LANDFORM) Existing or created landforms may be used. as acontrol 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 o r v 6 G L a t. m o k r TOPSOIL MANAGEMENT STOCKPILE/SALVAGE Windrow or stockpile Prior to any site disturbance work commencing, existing topsoil shall be scraped to a depth four 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 four Inches or aslpecified. M-208 X X O CC l'" a n N � n m SURFACE ROUGHENING / GRADING TECHNIQUES Temporary stabilization of disturbance and to minimize wind and erosion. H 'aFwsr„„ > `�'"c''�.., ` � ss�as.g,r,, 1Pt,�e.;:�:, ' SEEDING (TEMPORARY) Temporary stabilization used for over wintering of disturbance or used to control erosion for areas scheduled for future construction. O BONDED FIBER MATRIX or MULCH/NG (HYDRAUL/C) Not to be used in areas of concentrated flows, I.e. ditch lines. To be for either Interim or Permanent Stabilization placed as asurface cover for erosion control. May be used as surface cover when work is temporarily halted and as approved by the Engineer for stockpiles. (� CC 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 Stabilization as a surface cover when work is temporarily halted and as approved by the Engineer XIle ® �.' ,,.. a ;;',a s TP, Wa VP �„ xr n. J,Pamw,sWA„... $neer: �6592 4683538 Pages: 81 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO PPI I 111 P118114 DPG M ning Site1DravMgs\Plan Sheets\Weld County Parkway UT -Parkway SWMP.dwg, 66 Storm Water Management Plan, 12/8/2020 1 1 V. `� -'� U > ?� z - P■ cLL "' a m Ell APPLICATION, NARRATIVE M SToANDA0 RD IN USE CONTROL MEASURE IMPLEMENTATION PHASE CONTROL MEASURE -. NON- STANDARD ON SITE INITIAL ACTIVITY INTERIM ACTIVITIES PERMANENT STABILIZATION I, SEEDING PERMANENT (NATIVE) Final Stabilization of disturbance and to reduce runoff and control erosion on disturbed areas. X SOIL RETENTION BLANKET (SRB) Final Stabilization of disturbance and to reduce runoff and control erosion an disturbed areas. M•216 TURF REINFORCEMENT MAT (TRM) Final 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 estabishment. M-216 c — o u coo m E :20„ c m 3 W c . N a ; w Y cv a E a N 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. X OTHER 12. TABULATION OF STORMWATER QUANTITIES Pay Item Description Pay UnN Initial Interim Permanent "Total A. Control Measure sediment removal and disposal shall be paid for as: 208 Removal and Disposal Const. Const. Stabilization QuantHy 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. 208-00207 Erosion Control Management (ECM) Day x 120 c a e o a an .0. e 2,3 $ � � 212-00006 Seeding (Native) Acre X 3.18 B. 11 is estimated that 40 hours of combination loader (80-125 horsepower) may be required for 212-00032 Soil Conditioning Acre x 3.18 miscellaneous erosion control work as directed by the Engineer. Work shall be paid for as: 203 Combination Loader 21300004 Mulching (Weed Free Straw) Acre x 3.78 213-00061 Mulch Tackifier LB x 636 C, Establishment of seeded areas from Substantial Landscape Completion shall be paid for as: 212 *It is anticipated that additional control measures and control measure u p Seeding (Native). This shall include mowing, weed control, reseeding/mulch/tackifier. p quantities not shown on the SWMP Site Maps shall be required on the project for unforeseen conditions and replacement of items that are beyond their useful service life, see subsection 208.03 and 208.04. Quantities for all control measures shown above are estimated, and c V (:.-' -- `� N '9 Pay Item Description Pay Unit Initial Const. Interim Const. Permanent Stabilization *Total Quantity have been increased for unforeseen condHlons and normal control measure life expectancy. Quantities shall be adjusted according to the conditions encountered In the field as directed and approved by the Engineer. Payment shall be for the actual work completed and material used. 202-04002 Clean Culvert Each x 4 **Pay Item 208-00071 is Included for anticipated maintenance of vehicle tracking pads based on the service life of a ° a , t: „' s EE a; E` "= 3` 203-01594 Combination Loader Hour x 40 the control measure In the field. The use of the material shall be directed and approved by the Engineer. 207-00205 Topsoil CY x 1,695 207-00210 Stockpile TopsoR CY x 1,695 13. BIOLOGIC IMPACTS and DEWATERING A. ENVIRONMENTAL IMPACTS: Z 208.00002 Erosion Log Type 1 (12 inch) LF X 240 1. Wetland Impacts: NO 20/-00004 Silt Berm LF X 500 2. Stream Impacts: NO o v- 208-00070 Vehicle Tracking Pad Each x 4 3. Threatened and Endangered Species: No species are anticipated to be impacted by the project. p p v m R s 208-00071 **Maintenance Aggregate (Vehicle CY x 20 B. DEWATERING (Not Covered Under the CDPHE Low Risk Discharge Guidance Document of Uncontaminated Groundwater to Land)' i a o P Tracking Pad) 1. Dewatering: Refer to other environmental permits In accordance with subsection 107.02 and the C. 208-00103 Removal and Disposal of Sediment (Labor) Hour x 80 permits contained in Tab 16 of the SWMP. F2 H r sewsro e°`°•-•• esc'lop€ ,1 G:firo:/ ' '"'%ss;oryAy ;`''' 208-00105 Removal and Disposal of Sediment (Equipment) Hour x 40 14. NOTES 0 208-00106 Sweeping (Sediment Removal) Hour x 40MC 208-00107 Removal of Trash Hour x 40 0 IL W N ,a„4 07-31-20 . ° a' we de .-P.m.117:,n� As bhovm 'Sheet: � 66 4683538 Pages: 82 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO 11111)111011ILMPANIIIMili POI Ulla 11111 0 N duo a 0 cn a) 0 v do coo c a c a 0 `Co m c Co in m a Co c a Y N O z ' " C Dm0 o N C ° ^' .ii wm _ ,� o 0 CO C1 �+ �, witC V LL J d O Q co av � V m � —� � > a lint el a !, r k E N D I END PLAQUE (R3-9DP) BEGIN I BEGIN PLAQUE (R3 9CP) ifCENTER -- x CENTER CENTER ---, t LANE (R3-98) y ENTER LANE LANE LANE (R3-96) .C INSTALL SIGN STA-. 112+68.52 STA: 114+77.96 TYPE 1 DELINEATOR INSTALL SIGN OFFSET: 79.81 L N: 1393589.57 E: 3246479.81 OFFSET: 47.81 � N: 1393626.05 E 3246272.97 �L ONLY (1 YELLOW) 7 (TYP EXCEPT AS NOTED) PROPOSED EOC �— IIII)=,rAI ONLY 117+00.00 of FSET: 51.85 L N: 13951.85 6 E: 3246056.83 o— o- �- - - — _ �.�� —O --0 <}- r ) O --ter c� U —O— � STA STA; 112+68,74 Lt OFFSET: 20.00 L N: 1393601 25 E: 3246482.57 4' WHLIT�E SKIP 4" CHANNEL WHITE � 4' DOUBLE YELLOW � 112+Bp 113.20 113-60 Lfi — r- - -- 114+00 t '144 tlU 115+20 115; 60 _ \ II__ I 116+00 116140 ll6re0 117120 , 1171 60 _ - - - - - 11800 m a C d 0 o 30 Cr) O c a+ O m ` rn Is... 0)— 3 W a ea coo R c+ 3 cam N Y U) , ;p 'N M d 13 Y (13 0 ti STA: 112+68.75 - - - - � OFFSET: 7.53 L N: 1393613.34 EXISTING DOUBLE E: 3248485.64 - 8* "' YELLOW CROSS WELD COUNTY _ — PARKWAY — — HATCH (TYP) — -- — — — — — AVEMENT MARKINGS >— o p i INSTALL SIGN � CDOT item code 627-00008827-01010 627-01011 627-02010 STA. 117+00.00 REMARK `i OFFSET: 43.59 R END END PLAQUE (R3-9DP) Z MODELED EPDXY PREFORMED PLASTIC PREFORMED PLASTIC PREFORMED PLASTIC E: 32493 6 53 6080.43 CENTER _ CENTER LANE (R3-98) dJ PAVEMENT MARKING PAVEMENT MARKING PAVEMENT MARKING PAVEMENT MARKING LANE co = TYPE I TYPE 8 TYPE a WELD COUNTY PARKWAY LANE LANE (INLAID) (PILAF))(CONTRAST) (INLAID) *L* W > II C G V 01 .≤ U CO +• C O d: 4 a i ' . II: Q igii 4. WHITE YELLOW ONLY Q La SOLD 4 NCH SOLD 4 NCH � N GAL GAL SF SF SF °`` ir . • 112+68.52 32 001E TO 126+89.46 102.331E 5.4 4" EDGE LNE "' �` ' Line Table 112+68.14 20.00'L TO 126+69.10 32.001E 118 4" SKP LINE +. r Una # Length Direction Start Point End Point 112+68.75 7.531E TO 119+28.74 8.07L 2.4 4" DOUBLE YELLOW s 117+2621 14.93'L TO 122+41.73 3.111E 134 8 8" CROSS HATCH �. ' 40 1O U 40 I sso.22 N76 43' 18.86 bV N: 1393589.57 E: 3246479.81 N: 1393741.21 E: 3245837.24 _ - _ - _- �-� FtbcoVNsr 119+85.00 14.00'L 15.5 E' ( N: 1393601.25 N: 1393752.86 M MERGE RIGHT L3 660.11 N76' 43' 18.86"W - 120+09.30 31.65'8 TO 127+82-84 177.86'8 2.9 - SKY .: SCALE IN FEET E 3246482.57 E 3245840.1 1 4" EDGE LINE - , LS 438.07 N: 1393613.34 N: 1393713.49 120+09.30 31.65'8 TO 122+33.57 32.00'8 30 8" DOTTED LIVE KEY MAP ' N76' 47' 01.04w E: 3246485.64 E: 3246059.17 HORIZONTAL SCALE 1 . 40' 120+45.02 7.558 TO 122+68.05 4.241E 1.7 4" DOUBLE YELLOW N.T.S. ® L6 222.14 N73 37' 50.83"W N: 1393713.49 N: 1393776.10 N 'I 120+45.02 7.558 TO 122+67.84 8.50'8 30 NOTE: E: 3246059.17 E: 3245846.04 8" DOTTED LNE 121+00.00 20.00'L TO 123+00.00 20.001E 34 8" SKP LNE STRIPING SHALL MATCH EXISTING STRIPING WHERE STRIPING IS RECESSED. TABULATION "' z ° > '' a . " " ` 0 a U ` 0 U ° " `t EU w , Ai OF SIGNS 121+10.00 14.00'L 15.5 MERGE RIGHT 122+33.57 32.001R TO 126+27.86 32 001R 255 8" CHANNEL COOT Item Code 122+43 57 38.008 614-00011 614-00220 15.5 RIGHT TURN 122+67 84 8.50'R TO 122+82.99 8.53'R 11 8" CHANNEL STEEL SIGN 122*77.84 2.50'R 15.5 LEFT TURN STATION & OFFSET LOCATION SIGN PANEL SIZE SIGN PANEL SUPPORT SQUARE TUBING (2 12 INCH BY REMARKS 123+00.00 20.00'L TO 126+57.32 20.0UL 243 8" CHANNEL (CLASS 4 2121NCH) (POST & Z 126+17.86 38.00 R 15.5 RIGHT TURN SLIPBASE) 126+34.11 2.50'R 15.5 SF EA 0 LEFT TURN um _ > �' 4 114+78 47.811E 24X36 6 1 CENTER LANE (R3 -9B) 126+58.87 53.1TL TO 127+02.75 52241E 92 STOP BAR 114+78 47.81'L 12X30 2.5 END PLAQUE (R3 -90P) 127+09.77 54.00'R TO 127+93.75 167.26'R 1.0 4" DOUBLE YELLOW 117+00 51.85'L 24X36 6 1 CENTER LANE (R3-98) (IJ as m X 127+09.77 54.00'R TO 127+29.09 54.33'R 117+00 51.85'L 12X30 2.5 BEGIN PLAQUE (R3-9CP) 37 STOP BAR 117+00 43.59'8 24X36 6 1 M a o n 0- 0 CENTER LANE (R3 -9B) _ 127+16.03 102.17 L TO 134+40.47 31.4TL 2.9 4" EDGE LNE 117+00 43.59'R 12X30 2.5 END PLAQUE (R3-9DP) CC 127+29.09 54.33'8 TO 127+39.87 74.33'8 30 8" CHEVRON 118+80 46.13'R 36X36 9 1 TRUCKS ENTERING HIGHWAY iW12.54 Z N - •"7 - 120+23 43.74'R 30X30 6 25 1 CROSS ROAD INTERSECTION (W2-1)la 127+29.09 54 33R TO 127+42.89 100.448 70 8" CHANNEL 120+23 43 74'R 12X30 2.5 41)"- ��.'S7d'�itt'' W,S, ••�•. �F�o,, = 6 jo'�b�'-, l 36 �46 p) STREET NAME SIGN (SPECIAL) 127+39.53 8.851E TO 132+69.67 10.871E 367 8" CHANNEL 121+83 56.14'L 24X30 5 1 SPEED 127+39.61 32 001E TO 134+4024 19 4T - 123+82 53.97'L 12X18 1.5 1 CHEVRON (W1 -8L) 60 4" SKP LINE 126+59 63.17'L O 30x30 6.25 1 STOP (R1-1) 127+39.61 32.008 TO 131+40.00 32.00'8 257 8"CHANNEL 126+59 63.17'L 6x30 1-25 STREET NAMESIGN(SPECIAL) � 127+49.30 20.00'L TO 132+14.16 11.961E 323 8" CHEVRON 126+59 63.17'l 6x18 0.75 STREET NAME S_ IGN (SPECIAL). V• _ tr. , +4a.: ..:t 'h,ss�ai.04 � """"r %%+""`%� _ - _ 127+49.53 127+34 56.15'R 30x30 6.25 1 STOP (R1-1) /1c 2.851E 15.5 LEFT TURN 127+34 56.15'R 6x30 1.25 STREET NAME SIGN (SPECIAL) ii 128+03.13 157.87'R TO 138+99.81 23.54'R 4 3 4' EDGE LINE 127+34 56.15'8 6x18_ 0.75 STREET NAME SIGN SPECIAL l 1__.-__ PiL 131+10.00 8.10'L TO 132+69.67 10.8TL 108 130+00 52.001R 24X30 5 1 SPEED LIMIT (R2-1-55) „�" 1811/ 8" CHANNEL -- - --- 130►07 52.00E 12X18 1.5 1 CHEVRON�Wi�L) 07-31-20 131+10.00 4.008 TO 134+40.00 7481E 24 4" DOUBLE YELLOW 132+25 47.75'L 12X18 1.5 _ 1 CHEVRON (W1 -8L) a o-1.Mey wss 131+40.00 32.00'R TO 134+40.00 31.71'R 49 8" SKP LNE 133+19 45 89'L 30X30 6 25 1 CROSS ROAD INTERSECTION (W2-1) Dorris ay TRY 133+19_ 45.89'L 12X30 2.5 STREET NAME SIGN (SPECIAL) iii Chocked Bi JCY, 132+59.67 4.301E 15.5 LEFT TURN 134+40 3L47'L 36X36 9 1 TRUCKS ENTERING HIGHWAY Fde JT-Parkway Hone Strong dwg , (W12S4 3_ 134+30 00 37 80'R 15.5 MERGE LEFT TOTALS 92.60 14 suss As Shown 136+00.00 34.70'R 15.5 NOS' Sheet' or MERGE LEFT r SUBTOTALS 15.5 7.6 284 2018 100 1. CONTRACTOR TO PROVIDE SHOP DRAWNGS FOR SIGNS FOR APPROVAL BY ENGINEER PRIOR TO ORDERING. 2. ALL SIGN POSTS TO BE W IN LENGTH WITH SLIP BASE 67 92 4683538 Pages: 83 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County; CO a m c'1 O 0 a_ 0 co v N_ O O rn c to 0_ to c a oa c cn a a to c� c 'a n N co 7' a a c 0 U w d L c m a C m 0 d co C C O a 0 V' r ao i II PIIMPLIIIM�,V0 III II I • ? j a. i Y , a: f c , - im hal n O o g,,, N C Ip ^n1 4•.T I / r. _ 1 \ _ - - • SPEED LIMIT (R-2-1-55) 1 \ --- --____ O It C > c " hC KEY MAP 1 `-.. -' --_- a o N Ou N.T.s `\/�yN�) SPEED \ 11 V \ E N. - CHEVRON (W1 8L) c ,I At" / 5 5 _ 1 ,_ - INSTALL SIZ�A F"' o ad 8 S x x x- _ - 1 '-J '---_ INSTALL SIGN �'��-_a` Dot cn STA 121 +83.15 1 �- -- STA:-.12548.L 49 -- - 4r OFFSET: 56.14 L --� �y�1..t-r---- - �a 1 OFFSET: 53.97 ,mil N: 1393793.10 -- -- -___ - _ /1 �- N: 1393870.14 ��-`- � --- E: 3245586.33 1 � E: 3245392.81 - _ �- - 4---____ 1 4- _- - -_- — -� PROPOSED EOC - ` \ , • 7 _ L? TYPE 1 DEUN TM- 1 �� c - YELLOW) m _ (I �i • • � a •-- - - (TYP EXCEPT AS NOTED) 4" SKIP WHITE STA: 121+10.00 _. 3 c o V _ _ _ , O OFFSET: 14.00 L CHANNEL WHITE + - 4" -093815.13- - - V R - STA: 119+28.74 WELD COUNTY STA: 121 +00.00 PARKWAY ft - N OFFSET: 8.02 L N: 1393776.10 W STA: 119+85.00 OFFSET: 20.00 L OFFSET: 14.00 L N: 1393806.85 E: 3245677.13 E: 3245668.93 g" SKIP WHITE -STA: 122+68.05 STA: 123+00.00 20.00 L_ L7 1 OFFSET: rn L OFFSET: 93866.46 13 .as CB ty & °8 0 W E: 3245846.04 O 1393784.22 — _ � N: 1393869.46 E: 3245483�T' 3 - - �N: E: 3245790.04 E: 3245519.43 —= X _ a td ca co 2 of rn - ; 1� 119+20 - - �- - - 4" DOUBLE YELLOW n 1194 60 120 00 - - Y ~— 1 » a0 1—+-- ~- 121' 20 '" C r- 121 BO -- 122+00 C6 - _� cn f- -L9 a a 3 `� __-` ---- --- 8" CHANNEL � - � - - - - - _ Iire-WHITE 8` CROSS - CI a5 — - - - HATCH (TYP) - _1 _ STA: 120+45.02 STA 122+7 4- r� OFFSET: X56 R - - - 1 STA: 122+67.84-OFF5Er: 2.50 R - _ N: 1393819.95 8' DOTTED LINE WHITE OFFSET: 8.50 R E: 3245737.22 EXISTING `N: 1393881.34 N: 139387&2�___ E: 3245512.63 �` L10 4" SKIP WHITE C9 E: 3245524.05 -- _ STA�22+82.99 EXISTING 8"� - _ g di OFFSET: 8.53 R, CHANNEL WHITE ` L11 PROPOSED EOC - N: 1393886.68 a Cal ---<- -�1- gi �� - — — _ — — _ fik\_-0 -o ► E: 3245510.01 o INSTALL SIGN «- •alt — _ 0 STA: 118+80.00 - X3 E _Z FF INSTALL SIGN -o -- - _ 46.13R -' ET. -- 8" CHANNEL WHITE STA: 120+23.12 ..i J 46) Oa 51 OFFSET: 43-74 R 4" CHANNEL WHITE E: 3245906.65 ) N: 1393849.59 STA: 122+33.+33. 57 _ -_ :� CROSS ROAD INTERSECTION 2-1� OFFSET: R :� E: 3245767.39 1 STA: 122+43.57 '� al C roma TRUCKS N: 1393892.32 44I OFFSET: 38.00 R v r- ENTERING E: 3245563.57 N: 39390101..,111 la CI STA: 120+09.30 E: 3245556.34a. 4 W HIGHWAY STA: 122+33.57 �� 4M + OFFSET: 31.65 R i- __ OFFSET: 44.00 R aN: 1393834.46 V: E: 3245777.79 ---18TH STREET HOLLY AVE -- STREET NAME (SPECIAL) N: 1393903.70 te �' O ENTERING HIGHWAY E: 3245567.38 1 ` /e� (a`� C /! 'TRUCKS (W12-54) - V -_- - _ N 1177 - . _ - x —I * x— x x x k x ■ x , ital. - - - - - I - - - 1 --- _ — --- _ — — — -- -\., — — — s - , - / � -� ' --- L ` - — / \ ___ O J W w a ii vs E > O U 01. E w c U `a Eu aa.. �, �• �. U!r IS Line Table Curve Table lia TABULATION OF DELINEATORS 6 r; Line # Length Direction Start Point End Point Curve # Radius Length Chord Direction Chord Length Dena Start Point End Point COOT item Code `° N: 1393741.21 N: 1393797.45 N: 1393820.7085 N: 1393866.4589 612-00001 612-00003 .+ `s L2 227.42 N75' 40' 49.00`W E: 3245837.24 E. 3245616.89 C4 1085.00 146.65 N71' 48' 29'1N 146.54 7,74 E: 3245622.8222 E: 3245483.6052 STATION 8 OFFSET LOCATION Delineator (Type1) Delineator (Type III) CC ID N m N N: 1393752.86 N: 1393809.08 (White) (3 Yellow) ~ ri 7- L4 227.31 N75' 40' 49.00"W C6 1484.18 412.31 112.27 N: 1393841.5914 N: 1393869.4590 E: 3245840.11 E: 3245619.85 N75' 37' 40"W S-43 E: 3245628.1851 E: 3245519.4288 Each Each in Z - N -1 L7 56.05 N75' 40' 49.00"W N: 1393806.85 N: 1393820.71 C7 918.02 110.97 110.90 N• 1393847.4127 N: 1393881.3360 See Plan for bcations 55 E: 3245677.13 E: 3245622.82 N77 11' 18"W 6.93 E: 3245629.6388 E: 3245524.0534 125+52 54.001 1 ��,.•"`""""' �„ ••• sr'�.,, LS 111.16 N78' 46' 27.61"W N: 1393819.95 N: 1393841.59 CB 1056.50 15.03 N69' 15' 31 "W 15.03 0.82 N: 1393881.3360 N: 1393886.6589 125+47 56.00'L 1 O s.�vr, ; �;1/ s C y0 "% E: 3245737.22 E: 3245628.19 E: 3245524.0534 E: 3245509.9975 126+54 71.531R 1 i pti 36Q46 ` 3 L9 111.03 N75' 40' 49.00"W N: 1393819.95 N: 1393847.41 C9 1033.00 75.19 N73' 35' 42 "W 75.17 4.17 N: 1393871.0929 N: 1393892.3237 126+76 78.86'L 1 _ �/ E: 3245737.22 E: 3245629.64 _` E: 3245635.6835 E: 3245563.5706 - 127+29 78.85'L 1CC s.»� L10 146.75 N75' 32' 36.39"W N: 1393834.46 E: 3245777.79 N: 1393871.09 E: 3245635.68 128+00 73.06'R 1 40 z- ; O %,,$ ��A� Y....,,,.�� TOTALS 55 6 N: 1393834.46 N: 1393903.70 L11 221St N71' 47' 00.381N E: 3245777.79 E: 3245567.38 NOTE: SCALE IN FEET J,,. 18114 07 31 70 Dec 1. PLACEMENT OF TYPE I DELINEATORS SHALL BE IN COMPLIANCE WITH HORIZONTAL SCALE 40 CI or...8y WSS 1' = CDOT S STANDARD S-612-1. PROPOSED PLAN LOCATIONS AND pitmans 9y TPY OUANTfTES ARE DESIGNED OFF THIS STANDARD. W cis... ay icy D. FJa JT-Parkway Mont Sinoxlg.dwy Scale As Shown ySheet: or 68 92 4683538 Pages: 84 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO III MAFIA AL* 111111 P:\18114 DPG Mining Site1Drawings\Plan Sheets\Weld County Parkway\JT-Parkway Horiz Striping4wg, 69 Parkway Signage & Striping Plan Sta 124+80 to 130+40, 12/82020 1 11-40 PM t, Fr C -_• N A "' al o O N O x scoos i...- C m U LL ` O 4431`18 m V ; FI O� o '4 3 �i c u. 2 X"5 t !� .1 k -7 . • • / STA: 126+89.46 OFFSET: 102.33 Lin / N: 1394018.50 E 3245094.81 I STA: OFF5�T: N: 1 •i I 127+16.03 102.17 Li 94038.75 ,� %:, .° +, ' / WELD COUNTY PARKWAY E: 345073.88 \\ 4, ''es r` r 18TH STREET TYPE 2 (3 YELLOW) CULVERT DELINEATOR I � i \ \ \\ c 0 / \ O . Pwk,.. / STOP r INSTALL SIGN /a 1 TYPE` 2 (3 YELLOW) \\ , CULVE DELINEATOR — — — — — — — _ KEYMAP N.T.S. ---------------------- ® --•-• STOP (R1-1) i i SIGN TO HAVE 4- PVC PIPE FROM BOTTOM OF SIGN 70 BASE WRAPPED d/ WITH RED REFLECTIVE TAPE I/ STA 126+59.06 OFFSET:139402 7 L / E: 3245145.38 d/ \\ — — — — — — — — _ \ - _ _ _ A \ - _ _ _ \ \ \\ _ _ _ TYPE 1 DELINEATOR - - - - \ - --___ (1 YELLOW) _ --- \ \ --- - _ _ (TYP EXCEPT AS NOTED) ' .......... _ CS `STOP BAR i i i PROP. EOC .../ /� i 4 CHANNEL WHITE ..--- / i TYPE 2 (3 YELLOW) 0- o�fN: STA 127+02.7 1— _ , _ OFFSET: 52.24 L \ 1394064.70 \� --, — — — o- PROP. EOC t CULVERT DELINEATOR o- _ J -- — E: 3245118.85 C7s _ l i — STA: 126+69.10 STA: 127+39.61 _� -- 1 ----- OFFSET: 32.00 L OFFSET: 32.00 L C17 1 1 ,� _� i l STA: 126+58.87 N• 1394055.76 N: 1394106.04 ` , at 3 tC a+ �c CO SI ,a fn 0 c 08 0 le. al d CO r co N an 1. � {d at• 0-. CS d a, Y cn ` a ----- _o-� OFFSET: 53. t 7 L /-E: 3245158.26 E: 3245 i 05.87 STA: 126+34. t N: 1394032.87 C19 _ 1 STA: 127+39.61 4" SKIP WHITE OflrSET: 2.50 R E: 3245152.14 STA: 126+57.32 4" CHANNEL WHITE -, OFFSET: 20.00 L OFFSET: 20.00 CA N: 1394058.54 L N: 13941 14.42 4' SKIP WHITE o. E: 3245207.67 ..„.......------N: 1394056.72 E: 3245114.46 C21 ~ � � � 8' CHANNEL WHITE E: 32451 75.25 STA: 127+39.53 "� CL.- --..., � C3 OFFSET: 8.85 L O1 8" CHEVRON WHITE (TYP) �� N: 1394122.14 8" CHANNEL WHITE � _ _ _ _ - - - E: 3245122.50 - _ ,, _ - _ � 127+20 a0 126- 90 C5 EXISTING 4" - ;+;• 127+6p -125— — �— DOUBLE YELLOW 25 - ---- 12`�h � -�� STA: 127+49.53 __�_' --- - - - - -- OFFSET: 2.85 L _--- - �128+40 � N: 1394 t 33.54 -- -� --'. _-- EXISTING 8" E: 3245119.83 '�+80 _ ____ - -`` CHANNEL WHITE ..� EXISTING - EXISTING _ _ 4" SKIP WHITE 4" SKIP WHITE STA: 126+27.86 — 28+2p '- _....4----""_....4----""OFFSET- 32 On R _ f r l 8" CHANNEL WHITE �N: 1394077.24 E: 3245231.30 STA 127+09.77 STA 127+39.61 ' OFFSET 54.00 R OFFSET: 32.00 R WELD COUNTY N: 1394146.09 EXISTING DOUBLE -�1 _ YELLOW CHANNEL WHITE STING 8` r�*e0 P _ __ a c C it v 1 of C 13 Dm V " L I` ,�,0 RN C Rpm Gs, / 4" CHANNEL WHITE E: 3245187.49 N: 1394150.73 _, - _ E: 3245151.68 KWA Y ' Clo C7? STOP BAR 4' CHANNEL WHITECL — _ — — —o ' STA: 126+04.05 \o co L 15 A PROP. PROP. EOCit 8" CHANNEL WHITE C11 ' C35 C36 l OFFSET: 44.00 R 'PROP. EOC STA: 126+ 17.86 m N: 1394tl/2.08 PROP. EOA OFFSET: 38.00 R CHANNEL WHITE C2B E: 3245256.69 N: 1334DJ5.73 —1 E 2 DEL 4" .o -o -0 1 ^Q �_o CUTMLPVERT DELINEATOR _ in 3245242.58 � ' �- --- tits --c- 0 �_-. l a�--'��`— ,� / / '� _`-!"rr— TYPE 2 (3 YELLOW) �/ vis ma _.Jo—�-- CULVERT DELINEATOR g" CHEVRON WHITE (TYP) \ U �0� P �� v" STA: 129+21.56 �8" CHANNEL OFFSET: 44.00 R v WHITE TYPE 2 (3 YELLOW) N: 1394293.75 '' _ V CULVERT DEUNEATOR E: 3245049.71 S = ` i - J INSTALL SIGN SIGN TO HAVE 4" PVC PIPE FROM PROP. EOA �t N _ _ 1 - _ - BOTTOM OF SIGN TO BASE WRAPPED / CTNE TAPE I .w In y-' r _ � _ �, U STAR 27D+34 42 OFFSET: +3456 R WELD COUNTY PARKWAY cn Q N fi aAl o J ° Eu e CI 0 o it o. Yr.9 �' %.' - — — - _-_______��\ ; / 4' DOUBL - — : �)� YELLOW N: 1394164.08 E. 3245172.41 HOLLY AVE ��' __-_---- �/ f I --------------------- \.�� \ �� I ______ _ _ \ % _,,- , - _ _�-- ��-._: 1 0 \ \ p 1 4" CHANNEL WHITE STA: 127+42.89 OFFSET: 100.44 R STOP Curve Table \ \ I (� N: 1394200.64 � / Q �� q E: 3245198.61 o \ Curve # Radius Length Chord Direction Chord Length Delta Start Point End Point \ \ �N. •\ I \ _ — - -- t� p� STOP (R1-1) `\ I \ � O C1 1109.00 490.19 N63' 01' 03'W 486.21 25.33 N: 1393797.4542 E: 3245616.8862 N: 1394018.0563 E: 3245183.6019 \ _ STA 128+03.13 tr i > n \ 4 OFFSET: 157.87 R Line Table N: 1394018.0563 N: 1394018.4963 1394278.44 FM C2 70.00 96.18 N89' 42' 581V 88.79 78.72 E: 3245183.6019 E: 3245094.8140 N: '� E: 3245205.19 / Line #1 Length Direction Start Point End Point m' m P- 1 ` - C3 1097.00 528.47 N61' 52' 46"W 523.37 27.60 N: 1393809.0814 E: 3245619.8542 N: 1394055.7612 E: 3245158.2619 127+93.75 STA 1 +82.8 OF ET: 167.26 R \ OFFSET: 1 86 R N: 1394278.63 L12 160.71 NO' 53' 19.52'W N: 1394118.16 E: 3245233.98 N: 1394278.85 E: 3245231.49 ., B to ri n r' . o N • CS 1085.00 364.03 N58' 19' 271V 362.33 19.22 N: 1393866.4589 E: 3245483.6052 N: 1394056.7222 E: 3245175.2521 N: 13942 .85 E: 3245217,49 L13 13.59 N43- 29' 17.49"E N: 1394146.09 E: 3245187.49 N: 1394155.95 E: 3245196.84 CC H - z _ "' C10 1033.00 382.44 N60' 54' 13"W 380.26 21.21 N: 1393892.3237 E: 3245563.5706 N: 1394077.2374 E: 3245231.2962 Curve Table L14 70.94 NO' 02' 59.10"E N: 1394207.50 E: 3245217.43 N: 1394278.43co E: 3245217.49 ,..,,,,tttrrr, "'�� A1itir;i �. at.�""." s �� lFq%� �o1•��SG y ' 1t) : = + '44 = 2 - �6Q46 = �4Vj: C11 1021.00 355.17 N61' 32' 391N 353.38 19.93 N: 1393903.7042 E: 3245567.3763 N: 1394072.0847 E: 3245256.6867 Curve � Radius Length Chord Direction Chord Length Delta Start Point End Point L15 9.79 N44' 34' 25.09'YY N: 1394159.21 E: 3245174.67 N: 1394166.18 E: 3245167.80 0 C12 60.00 53.08 N26' 14' O1 1N 51.37 50.69 N: 1394072.0847 E 3245256.6867 N: 1394118.1617 E: 3245233.9804 C21 1085.00 41. t 5 N43 i t' 56'W 41. t a 2.17 N: 1394114.4173 E: 3245114.4566 N: 1394144.4100 E: 3245086.2927 Lt 6 22.37 N44' 28' 20.37'E N: 1394166.18 E: 3245167.80 N: 1394182.14 E: 3245183.47 C13 74.99 56.86 N21' 46' 08"E 55.51 43.44 N 1394155.9483 E: 3245196.8407 N: 1394207.4952 E. 3245217.4256 C31 60.00 16 41 S8' 44' 14"W 16.36 15.67 N: 1394272.3466 E: 3245205.0981 N: 1394256.1762 E 3245202.6129 L17 6.39 N36' 02' 26.82"E N: 1394195.48 E: 3245194.85 N: 1394200.64 E: 3245198.61 A/r ii 3, r '. s '•• ••^ "•�` ' �'""""` C14 101.43 17.55 N40' 28' 20"E 17.53 9.91 N: 1394182.1417 E: 3245183.471 i N: 1394195.4758 E: 3245194.8483 C32 50.00 14.64 S24' 57' 331V 14.58 16.77 N: 1394251.0428 E: 3245201.0852 N: 1394237.8205 E: 3245194.9310 118 10.10 S43' 29' 17.49"W N: 1394166.53 E: 3245181.62 N: 1394159.21 E: 3245174.67 lie �w• 16114 C15 136.48 38.22 S26' 28' 101'W 38.10 16.05 N: 1394200.6398 E: 3245198.6058 N: 1394166.5339 E: 3245181.6240 C33 62.00 25.97 545' 20' 451V 25.78 24.00 N: 1394237.8205 E: 3245194.9310 N: 1394219.6999 E: 3245176.5903 L19 11.15 546' 09' 20.90"W N: 1394122.14 E: 3245122.50 N; 1394114.42 E: 3245114.46 O p.," 07-31-2a a.wn BY WSS °i'�^a°BY rPv C16 70.00 96.01 N2' 53' 251N 88.66 78.59 N: 1394038.7463 N: 1394127.2946 C34 50.00 54.89 52.17 N: 1394219.6999 N: 1394218.6014 4o 20 o N 1394278.44 N: 1394272.35 E: 3245073.8836 E: 3245069.4132 S88' 47' 37'W 62.89 E: 3245176.5903 E: 3245124.4311 1 L20 6.10 SO 54' 05.12"W E: 3245205.19 E: 3245205.10 c""a.aBr acv Fd" Sr -Parkway How StriorngAwg C17 1109.00 1.58 N42' 08' 35'W 1.58 0.08 N. 1394127.2946 E: 3245069.4132 N: 1394128.4625 E: 3245068.3563 C35 t00.Q0 14.44 N55' 37' 26"W 14.42 8.27 N: 1394218.6014 E: 3245124.4311 N: 1394226.7458 E: 3245112.5260 SCALE IN FEET L2t 5.36 S16 34' 23.02"W N: 1394256.18 E: 3245202.61 N: 1394251.04 E: 3245201.09 M Co sc.1. As Shawn Sheet: or �� 92 C19 1097.00 41.70 N43' 1 1' 47"w 41.70 2.18 N: 1394106.0366 E: 3245105.8662 N: 1394136.4363 E: 3245077.3245 C36 305.00 90.45 N42' 59' 32"W 90.12 16.99 N: 1394227.8309 E: 32451 1 1.1623 N: 1394293.7473 E: 3245049.7109 HORIZONTAL SCALE t` = 40 L22 1.74 N51' 29' 16.48'1V N: 1394226.75 E: 32451 12.53 N: 1394227.83 E: 32451 1 1.16in � 4683538 Pages: 85 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO III FriMI ME Iiiirikr71111:blillIEN!flirRativi III P \18114 DPG Mining SiteM3rawingalPlan SheetsMeld County ParkwayUT-Parkway Honz Striping.dwg, 70 Parkway Signage 8 Striping Plan Sta 130+40 to 136+00, 12/8/2020 1 v r. C B r � 'at 5 in laisi to 6 °P ^1 . 00 0 c0lat 411 LL a w O Q o IN r) v'z nr. -1 W rI > y ; F.r O g 4 N LL c. • ` O f Ni 114 - __ w� y � D C4Uly ' wwK ` �' KEY MAP a 1 N.T.S. N: r _ - _ CHEVRON (W1 -8L) ------------ ------ ---- _ INSTALL SIGN - -------'- STA: 130+07.52 - - - - - _ _ _ _ FFSET: 52.00 L _ _ — — — — CROSS ROAD INTERSECT tiN1 N2=t)• -Will N. 1394315.66 _ - JBUCKS ENTERING HIGHWAY (V1112-54) E: 3244922.58 -------------------------- - 'i 1 J . -,------------------ CHEVR.0RZW1=8-------- — _- --i TRUCKS c3 O p� V C O �+ V =•� co'..�—, ., en v .4 � d 1= at1 a 3 W a1 ~ r0+ 3 C1 O v% us a RI of CI d. 3 t/) 0 CD n. _ __ ------ -- - -- _ ----- I �� INSTALL SIGN ENTERING --- STA-. _-- --``— _ 134+40.47 -- -- STA 132+25.26 INSTALL SIGN ' OFFSET: 31.47 L IGHNAY FF$ET: 47.75 L _ �� f TYPE 1 DELINEATOR STA: 133+19.29 i N: 1394746.35 L �' l YELLOW) N: t 394525.22 45.89 1 E: 3244801-93 E: 3244833.84 N1394620.23 (TrP ExGEaT As "oTE°)E: AVE —' /...(1 3244809.19HOLLY INSTALL SIGN — _ _ — — — 18TH STREET --- STA�y.*80.00 PROPOSED — - - _. EOC o- — — _ _ o- — -OFFSET: 42.1i., a. ' — -- - - - ...... _ - - - - _.STREET NAME (SPECIAL) N: 1394786.03 ' _ ! E: 3244787.36 STA: 134+40.00 o- l o, OFFSET: 7.48 L + � � N: 1394748.64 4' CHANNEL WHITE E: 3244825.82 _ _ OFFSET 3215176L — • — _ EOC 4 SKIP WHITE STA 131 + 10.9 8' CHANNEL WHITE N: 1394579.62TEX _ i C►s 1r OFFSET: 8.10 L 8' CHEVRON WHITE (TYP) , E: 3244855.80 N: 1394429.40 4 DOUBLE YELLOW STA: 1- 19.4 24 — — OFFSET- 1947.49 ' Cp _ - _ E: 3244913.61 �_' C25 C23 - _ E: 3244813.87 C24 131+40 152+60 732 C27 EXISTING 4' — -� 2 CHANNEL WHITE — 13180 -� - -- — .__ � a. --~— - C t°cf- O. 45 E O i g a ep .C i 8 •+ g �i 32 M �_ 131420_. - 134+00 ' C22 _ - - — ---- -_ -- --«' -- -- ._ a 110 �. -- _ : _ = - - —~�- r�+40 SKIP writ �� - 1'°� ~ 132+59.67 WELD COUNTY PARKWAY _sip OFFSET: 4.30 L EXISTING 1�' �� STA 131+10.00 _ 734,80 N: 1384571.76 _ -- SKIP WHITE OFFSET �4' 4.00 R E. 3244864.89 N: 1394434.39 - _- 130+ _ EXISTING DOUBLE 136 YELLOW - E: 34924.63 - — _ — _ — _ — 1`� _ ' , : t'- �'� --PROPOSED EOC -� /- 8" SKIP WHITE 8' CHANNEL WHITE 4' CHANNEL WHTTE -- - - - - - - STA: 134+40.00 _ _ - _ -- - - =o OFFSET. 31.71 R ` - _ - `- N: 1394753.4 _ -' _ E: 3244864.74 STA 131+40.00 STA: 134+3000 r '° OFFSET: 32.00 R ` C3T N: 1394472.61 -°~ ` � C28 OFFSET: 37.80 R - Z E 3244938.51 ` lVMS C O V N Mir( �_�_ _11 —� � - N 1394744.27 -- - — �- -4-E 3244871.95 *- * , Q1 J+—`sesi _ t0 --�""� Ilia —o c O > w � .---u-. 8 i LA � u a it. ` o' u a �� iii!- "� uo" i / i 29 raw Pie b. a' % INSTALL SIGN inSTA: 130+00.13 OFFSET: 52.00 R -- r"--- N: 1394361.37 SPEED LIMIT 5 5 �� 2 y E: 3245016.29 Curve Table Z Py SPEED LIMIT (R-2-1-55) Curve # Radium Length Chord Direction Chord Length Delta Stet Point End Point O N: 1394128.4625 N: 1394746.3491 �QP .-.O‘..\P4 C18 1097.35 883.89 N23' 19' 31.111 672.88 35.71 E: 3245068.3563 E: 3244801-9289 ate � u C20 1085.35 676.32 N23' 19' 22'W 665.43 35.70 N: 1394136.4363 N: 1394747.4933 0 m o m c't - 4i - E: 3245077.3245 E: 3244813.8742 C22 1073.35 496.90 N27' 54' 23"W 492.48 26.52 N: 1394144 4100 E: 3245086.2927 N: 1394579.6199 E: 3244855.79751 p CC a a a m r? 2 N p y C23 1031.74 52.54 520 17' 58"E 52.54 Y.94 N: 1394579.6199 N: 1394530.3471 I".o E: 3244855.7975 E: 3244874.0234 C24 1073.00 108.47 521' 27' 48'E 108.43 5.79 N: 1394530.3471 E: 3244874.0234 N: 1394429.4390 E: 3244913.6964 40 20 0 40 x ,- ---►W-t(WS.-- ti C. v O � { 1 3 S 3646 I C25 N: 1394579.8199 N: 1394748.6374 1073.35 171.84 N10' 03' 281Y 171.66 9.17 E: 3244855.7975 E: 3244825.8196 SCALE IN FEET 0 C26 1081.00 107.59 N21' 27' 13'W 107.55 5.81 N: 1394434.3884 E: 3244924.6282 N: 1394534.4850 E: 3244885.2924 HORIZONTAL SCALE t• 40 Cj '`B;. • , <- 2w yea /CNAL t- . pHions C27 1019.74 222.70 N15' 31' 141tl T22.26 12.51 N: 1394534.4850 E: 3244885.2924 N: 1394748 63 74 E: 3244825.8196 C C28 1033.00 388.36 N33' 30' 54"W 386.07 21.54 "' 1394150'7254 E: 3245151.6820 N: 1394472.6108 E: 3244938.5088 O IIII ,m. 18114 Data 07-31 -29 C29 1033.00 252.11 NI 5' 45' 11"W 251.49 13.98 N: 13944/2.6108 E: 3244938.5088 N: 1394/14.653/ E: 3244870.2315 O Draw 82 W55 C30 1235.98 - 38.88 N8' 08' 58"W 38.88 1,80 N: 1394714.6537 E: 3244870.2315 N: 1394753.1406 E: 3244864.7433 W D,4 S„�,roeed y ,w Na JT-PifkW_o_y 1109! S`.: ' , ...i i C37 1021.00 458.73 N21' 3T 31"W 454.88 25.74 - N: 1394293.7473 E: 3245049.7109 N: 1394716.6143 E: 3244882.0711 oatScum A. sr..„v. Sheet or 70 92 y 4683538 Pages: 86 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO III Pira!WIN, IPA 11174litilliArkliviii II! Ill r r D 00 7 14 i r ui • 1i1 in i i i _I i EXISTING SIGN (TO REMAIN IN PLACE) STA: 136+17.42 OFFSET. 38 71 L N: 1394928.61 E. 3244788.9.2. ----- EXISTING DOUBLE YELLOW STA- 136+00.00 OFFSET: 34.70 R N: 1394908.01 E: 3244861.50 C3t3 i CHEVRON (W1 -8L) 7- EXISTING EOC EXISTING 4" SKIP WHITE 1 P 138+00 -- �3Lt3f1---`�- - PARKWAY WELD COUNTY .O TYPE 1 DELINEATOR (1 YELLOW) (TYP FXCEPT AS NOTED) 1381Q �i• _ - PROPOSED LOC 1 P 13J` 139 1 STA- 138+99.81 OFFSET: 23.54 R N. 1395196.10 E 3244901.44 The Contractor shall use the pavement marking materials specified in the table below New PCCP shall be sandblasted prior to the placement of any primer or pavement marking materials Surface Line Material Existing Asphalt 4' White Edge Line Epoxy 4" Yellow Edge Line Epoxy 4" Double-Yelbw Centerline Epoxy 4" White Extension Line Epoxy 4" White Skip Lane Line Epoxy 8" White Gore Area Preformed Plastic Type II (Surface Applied) 8" White Channelizer Preformed Plastic Type II (Surface Applied) 8" White Lane Drop Preformed Plastic Type II (Inlaid) 8" White Double -Left Guide Preformed Plastic Type II (Surface Applied) Stop Bar/Symbol Preformed Plastic Type II (Inlaid) Word Message Preformed Plastic Type II (Inlaid) New Asphalt 4" White Edge Line Epoxy 4" Yelbw Edge Line Epoxy 4" Double -Yellow Centerline Epoxy 4" White Extension Line Epoxy 4" White Skip Lane Line Epoxy 8" White Gore Area Preformed Plastic Type II (Surface Applied) 8" White Channelizer Preformed Plastic Type II (Inlaid) 8" White Lane Drop Preformed Plastic Type II (Inlaid) 8" White Double -Left Guide Preformed Plastic Type II (Surface Applied) Stop Bar/Symbol Preformed Plastic Type I (Inlaid) Word Message Preformed Plastic Type I (Inlaid) 4" White Edge Line Epoxy 4" Yellow Edge Line Epoxy 4" Double -Yellow Centerline Epoxy 4" White Extension Line Epoxy 4" White Skip Lane Line Preformed Plastic Type II (Inlaid)(Contrast) Existing & New Concrete 8" White Gore Area Preformed Plastic Type II (Inlaid)(Contrast) 8" White Channelizer Preformed Plastic Type II (Inlaid)(Contrast) 8" White Lane Drop Preformed Plastic Type II (Inlaid)(Contrast) 8" White Double -Left Guide Preformed Plastic Type II (Inlaid)(Contrast) Stop Bar/Symbol Preformed Plastic Type I (Inlaid) Word Message Preformed Plastic Type I (Inlaid) \ 20 EXISTING SIGN (TO REMAIN IN PLACE) STA: 139+20.17 OFFSET- 37.44 L N: 1395235.05 E: 3244850.23 EXISTING EOC \ 139+80 CHEVRON (W1 -8L) 140 t 00 I40. 4Q Curve Table Curve k Radius Length Chord Direction Chord Length Delta Start Point End Point C38 1250.00 482.88 N2' 18' 47-E 479.88 22,13 N. 1394716.6143 E• 3244882.0711 N: 1395196.1046 E: 3244901.4384 40 2C D 40 SCALE IN FEET HORIZONTAL SCALE 1" = 40 Z O e1. CC Z O v O O W cn O U C O a 7 J 0 O LL i 3 V V m "O w d = "a "N as 3 r va `°a ° Q la C co 0_ cn O c O a + ` O r� T od O 41 ~ Cr) O O c + 01 co Cr) `9 cri 3 rn Y (l J-2 Contracting Company REVISIONS a a u 3 M E E e u r L f E E e u 0 L� a L ,J E E o. [J a L 8 >- U r n c--) CNI Pr) N a ori N Z N ,.%,.N,tt,, slit %% ``, �c3%S C /-"\fk% . 4 .0 36E6 = S z k 1. 8. so'S ZONAL cF a Job r 18114 Oat. 07-31-20 O,awn BY WSS Oatap,ao Br TPY ch.<Yad BY JCY Fdc JT-Parkway Pion Sirioinowy Sul. As Shown Sheet: m 71 92 4683538 Pages: 87 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO III Ill ill P 118114 DPG Nothing Site1Drawings1Plan SheetslWeld County ParkwayUT-Holly Hartz Stnping.dwg, 72 Holly Ave Signage 8 Striping Plan 12/8/X_ ' 4" CHANNEL WHITE STA: 9+68.46 OFFSET: 13.00 L N: 1395046.71 E: 3245202 71 4" DOUBLE YELLOW STA: 9+68.71 OFFSET: 0. N: 1395046.97 F 1945215.71 9+48.71 9 - HOLLY AVE 4" DOUBLE YELLOW STA: 10+88.63 OFFSET: O. N: 1395166.89 E: 3245215.62 SECTION LINE 4" CHANNEL WHITE STA: 11+76.64 OFFSET: 12.98 L N: 1395254.89 E• 3245202.58 TPYE 2 (3 YELLOW) CULVERT DEUNEATOR I i i 10+00 - 4" CHANNEL WHITE STA: 9+68.96 OFFSET: 13.00 N: 1395047.22 E: 3245228.70 LEGEND: M \ X 4951 SECTIONLINE EXISTING RIGHT-OF-WAY PROPOSED ALIGNMENT PROPOSED EDGE OF ASPHALT UNITS OF CONSTRUCTION PROPOSED GRAVEL SHOULDER SPOT ELEVATIONS SEEDED AREA 10440 • 10+80 11+20 TPYE 2 3 YELLOW DULVERT NEATO -N PROPOSED 24` R015( FOR PROPOSED STORM SEWER \ \ PROFILE SEE SHEET 55 N \ REMOVAL i RESET 10' OF EXISTING FENCE 4" CHANNEL WHITE STA: 11+50.42-/ OFFSET 114.87 R TABULATION OF SIGNS N I 11+60 O r I 4" DOUBLE YELIbW STA 1 +63 42 OFFSET: 114.9 R I COOT Item code 614 00220 814-00011 SIGN PANEL STATION OFFSET SIZE STEEL SIGN SUPPORT SQUARE TUBING (2 112 INCH BY 2 112 NCH) (POST 6 SLIPBA.SE ) SIGN PANEL (CLASS I) REMARKS LF SF 11+98 17.001. I 30x30 1 8.25 STOP SIGN (121.1) TOTALS 1 8.25 i STOP (R1-1) PROPOSED SIGN STA: 11+98.00 FFSET: 17.00 L N: 1395276.24 E: 3245198.55 STOP BAR STA. 11+98.00 OFFSET: 13.00 L 00 12+40 STOP BAR STA: 11+98.00 OFFSET: 0.00 4" DOUBLE YELLOW STA: 11+63.42 OFFSET: 74.70 R i 4" CHANNEL WHITE STA: 11 +76.83 OFFSET: 74.70 R 4" CHANNEL WHITE STA. 1 1 +76.42 OFFSET: 115.01 R TABULATION OF PAVEMENT MARKINGS COOT Item code 827.00008 827-01011 MODIFED EPDXY PREFORMED PLASTIC BEGIN BEGIN END END PAVEMENT MARKING PAVEMENT MARKING TYPE LANE LAS STATION OFFSET STATION OFFSET WARE SOLD 4 NCH YELLOW SOLD (NLAID)ICONTTiAST) GAL GAL SF 9+88 _ _13.00'L TO 11+77 13.001 0.8 9+0@ 1l.OOR TO 11+50 11487'R 09 9188_ 0+00430 TO 10+89 0+00.00 OA 11+83 74.70R TO 11+83 114.948 0.3 11+78 74.71R TO 11+78 115.01'R 0.1 0.1 12+00 PIT ENTRANCE 40 20 13t48.71 0 SCALE IN FEET HORIZONTAL SCALE 1' . 40 VERTICAL SCALE 1- • 10 11+98 13.001 TO SUBTOTALS 11+98 CENTER 1.9 1.3 28.0 REMARKS 4" EDGE LINE 4" EDGE LINE 4" DOUBLE YELLOW 4" DOUBLE YELLOW 4" EDGE L1Nt- STOP BAR 0 z cc 1-2 to Z 0 cc 0 ea W Y/ N cn O cV FF 07 u 3 7 0 0 a (71 L) LL 3 > Q o r > n >>w: O °y ; a to O LL n n 1h L 4 DPG Site - Weld Cou '„ i. r, J-2 Contracting Company REVISIONS Comfy Cor^mena r e 7 U n r O ari n n aQi 0 z 14F- .5 y� s O . - T +2e a INNI twin.% Aim D.. ?tom naclu0 by JCY r r•IT-Holy Horit Stnpinp.dwp sy. As Shown 18114 07-31-20 WSS TPY Sheet: ar: 72 n 4683538 Pages: 88 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO dwg 73 Traffic Cont P118114 DPG Mining Site1Drawnngs\Plan Sheets\Weld County ParkwayUT-Parkway Traffic Con I MI:KOSKI' liftligAIACIONAliklii 111111 TABULATION OF CONSTRUCTION TRAFFIC CONTROL SIGNS TABULATION OF CONSTRUCTION TRAFFIC CONTROL DEVICES 630-80341 630.80342 SIGN CODE LEGEND DIME NSIONS W X H PANEL SIZE A PANEL SIZE B DESCRPTgN COOT ITEM CODE UNIT QUANTITY CO C rem s EA EA Cl O G20 -2a TRAFFIC CONTROL INSPECTION 630-00007 DAY 30 C re N END ROAD WORK 36 X 18 2 _ ,w,, Log? TRAFFIC CONTROL MANAGEMENT 630-00012 DAY 30 "" ' co a n W20-1 ROAD WORK AHEAD 48 X48 4 t eu O s CONCRETE BARRER (TEMPORARY) (FURNISH AND INSTALL) -- - -- - - -- - - 630-80372 LF 3100 It c v LL l Rt-1 STOP 30 X 30 1 - t+'i a a PORTABLE MESSAGE SIGN PANEL 630-80355 EA Pa 71 O R2-1 SPEED LT MT 24 X 30 2 • •� - *.. 1. c q G20 -Sap WORK ZONE 18 X 24 1 (( ;' .. ,- t I"gi p o W20 -5R RIGHT LANE CLOSED AHEAD 48 X 48 1 on o TOTAL 6 S . _. , ` Ob.pMt- ■ AN Qy °� , ,1., - - -- rill r 1 • OIJ - __ t- _ ,. • ..:"./.40" .� ` ' • wG - . �" t .,-. o 'o , ... -. _ _ `�O /� t _- a we 4� i +. _ _ c ONCRE7E _ r• ,� i �. BARRIERS _ st>t • __�.� 1 0) - c Cu V (13 •13 Ste /.. .Y W �. a) 3 a •. a _ _ _ •- .✓• i .'�_ , ♦ . T • t 1 w! G +. - •. pr 1 _ ( 1 ,.. L. - • _ ', • : �� • ., f,i�" CONCRETE ` � •.., _ BARRIERS ro; ', •. � 03 O O ao ' •• '• >I wed . ` - is r le MINIMUM LENGTH OF LONGITUDINAL BUFFER SPACE \ I: �l • • • •�•� -ike Y } p G SPEED (MPH) LENGTH (FT) ,, ' ••ip • �o.�P ; s; - - •. _: w s I* .. T a) Rim 20 115 QNC' l? t hF �•� r re t� Jai ; 30 2cK1 laol f l �- L `k ss 1 �. - ; 9+ C 40 30!) . tL � � � �' i •' � � -' ..ar. . 0 . •gyp, f. f 15 360 .. l ' ^esret ;�.. a w to) ,a7 y A ' «� 50 426 X 8� 2 "' 03 0 N 55 495 o �tSOM aN" IS 7 _ �.., 80 670 .. eLI 'OZ� ; h•. ' 645 - -� •.a i " yyyY M ;n 730 :. = F�y1_ +.. C 4 820 y _ .. •1, i,,•' ' c �o Z ; r ; u -.1-e sP� n STANDARD NOTES: ' '•� -., TRAFFIC••STANDARDS CASE 010 & 24. AND . �' •,.. I< .. ' ..lti.Legendr7) r`c �. 5 a w t1i Un •CONDITIONS2 ) EXACT PLACEMENT • DEVICES • : DEPENDENT . 2020 t+�js: `> •� - /1�o VDogle _ TIV9�II d` � vs Arrow Board tY o u 0 U 0. U• . - .. - fit{ ' WHERE APPLICABLE Road Type Distance Between Signs °' '_ Gone � 3) ALL WORKERS • • • . • • • • SHALL UTILIZE .... A e — ' •49 c Work Area �� • Udall 000 Feet 100 Feel 100 Feet ! _eo — - —<a • speedy 1100 „ m c o m 4) WORKERS SHALL NOT CROSS LIVE LANES OF TRAFFIC Date: 7/28/2020 Author: E. Amerine Project: County Road 49 and Holly Avenue - Greeley, CO .-- - ON • • USING THE "BUDDY SYSTEM- OR A DESIGNATED • Urt,an (high speed c•')(JF le .•..I 3(...,0Friel 350 Feet .,. >_- ..�.'...i.- Customer. J-2 Contracting Company AT SA#: 342253 Job#: 18144 � ,,, o • • • 5) ALL VEHICLES •m SHALL BE Rural 500 Feet 600 Fee4 i'GOQFa Comments: •=43,-1 B - _ n CLOSURE EQUIPPED UTILIZE A SPOTTERExpressway 6) ALL VEHICLES AND CONSTRUCTION / Freeway r r , otw Foot lsoo F.et 2aso Feae Type of Road: Rural z h , OFF THE ROADWAY ON THE SAME SIDE AS THE CLOSURE 7j PLAN IS FOR • . SITE • •• WORK IS ESTIMATED TO TAKE 3 .AYS; WORKING HOURSl Sped 11• Tot km. Melee wro Vlftdth (1N) en Feet IISINi•edNem un Welk At n roe MaxnwmDor1u Spacing en Fee Speed Traffic Volume Light to Moderate HOURS, FOR CLOSUREmon, r DAYLIGHT 247 Along TRAFFIC CONTROL SUPERVISOR All signs & devices shall be placed in accordance with the latest provisions of the Manual BE SPACED ' MINIMUM OF 500 FT OR 9) SIGNS SHALL SPACE ALLOWS MPH 14 1/_ 12 10 1 1 Tape Tangent AWP on Uniform Traffic Control Devices (MUTCD) &/or Colorado Department Transportation 1 -� - - 60 25 or COMPANY 3686 I r--- IIPIIIIMIK CDOT M&S Standard Drawings with respect to an applicable provisions from the City ( ]~ 9 P Y PP P BASE.. POSTED . . ji Y 11) • 205 �� of Greeley. • 270 295 NAME / TITLE DATE / 12) NONNEHICULAR ACCESS BICYCLISTS ARE TO BE TREATED 45 450 495 54045 AS A VEHICLE. PEDESTRIAN' ' 50 5Q0 s50 -y. WELD COUNTY APPROVAL Access to residential and commercial driveways to be maintained at all times wHEN POSSIBLE DETOUR ROUTE ' PLACE AS • 5S 550 605 660 = Parking ban be the Greeley Police Department J°°• 1B"4 13) PRWATE ACCESS IS TO BE fi0 ti00 660 720 11 12 13 60 120 60 .. shall coordinated with city of Date 0/-37.20 PROJECTOTHERWISE . UPON BY 700 770 940 " • 130 66 NAME / TITLE DATE a•wn_h wSS PROPERTY • 70 750 825 900 1 70 110 70 - arkelteel TPY I4j EMERGENCY VEHICLES WILL BE GIVEN THE RIGHT OF 75 800 925 900 tali_75 160 76 PLANS TO SCALE cn•u••eICY AS • • • ' • ao 800 880 960it 1 1 80 160 ARE NOT Sheet 1 of 4 FkJT-P,rkw_afrair Ccerro.erq Scala As Shown Sheet ot 73 92 4883538 Pages: 89 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO P118114 DPG Mining Site1Drawings1Plan Sheets1Weld County Parkway1JT Parkway Traffic Control.dwg 74 Traffic Control Plan - Phase 2 - MHT-2, 1218/2020 1 12 07 PM III PePJNYIP ,f GF,1 ,144tVlGMhAIu5Pl4K RlLYk 111111 TABULATION OF CONSTRUCTION TRAFFIC CONTROL SIGNS TABULATION OF CONSTRUCTION TRAFFIC CONTROL DEVICES V liml Oe o ry 5 wg+ "'r u7 O :I;TRAFFIC ^e coo. c. = c O m Ad }~.e a e C Q ry -o' y r, nL U C. m J � 3 O o to r Imp of ` 630-80341 630.80342 SIGN CODE LEGEND DIMENSIONS W X H PANEL SIZE A PANEL SIZE B DESCRIPTION CDOTITEM CODE SIZE UNIT QUANiIIY EA EA TRAFFIC CONTROL INSPECTION 630-00007 DAY 30 G20 -2a END ROAD WORK 36 X 18 CONTROL MANAGEMENT 630.00012 DAY 30 R1-1 STOP - - 30 X 30 1 5 PORTABLE MESSAGE SIGN PANEL 630.80355 EA 1 R2-1 SPEED LM(T 24X30 2 CONCRETE BARRIER (FURNISH AND INSTALL) 630.80372 LF 3100 (TEMPORARY) G20 -Sap WORK ZONE 18X24 1 TRAFFIC CONE 630.80380 38 INCH EA 26 W20-1 ROAD WORK AHEAD 48 X48 4 - .: -'` wr'• r =. W20 SR RIGHT LANE CLOSED AHEAD 48 X 48 1 _. ...._ ._- _, _._. _ _ _ _.. ! ,.:. pb, - Jj�y yb , a? L o Will TOTAL 6 5 obo� ' CV IL i N v ra � a to • al) 3 a c a ns � CL U CI t i'Z� ,. 6A RS 4 G . 'r'w�,� c Sa y �vo s`r CONCRETE `' "`' /BARRIERS `' >b = ,• _ y .. .--r _ ...... _ -a. J .. _ - .-• N •, �_ y ,. J s,, y _ .” _ 1eY" )11 C a O v O1 ism o U 1. 6 .0 C' �S' tic•� c a 35 ism* 416 1 MINIMUM LENGTH Z - _ _ .. _ - _ . _ s T OF LONGITUDINAL BUFFER SPACE i `_ ty �� .� ' } tt'Y,., ' S 4 f t , . _ =. cl,, EED (MPH) SPEED BUFFER LENGTH (FT) o G,1 �.P�n ° �� o e ° , • ..B� X . �£ %'ti ti • •• • �soM �� . r • 20 Its a 4`z • •• - °�' r • � • • - i 30 200 c� a01' �. `• 0. _ '1�:C 3° 250 ° a. _ ,�o c+o AO A ! , O 6 40 305 r F, 9 ._-. -' -- - - ._. .. -.. --_.- - - ... - - - - Y _ - - ---Of 50 425 a, 0 74 \Q- ::.. , F' rq 0 us u [r Lla J N � n r E E o , o " N r E E a D n 0 " • e (.7: Ea E� t. n 0 O 48,. N ,^, jam i' • `' ,�,y .; CO 5'7u �= s';', r n -.. . (6: o- - ♦ . =- •...,.......X50 FS y" 70 730 NOTE. START LANE TAPER ' 25O FT EAST OF START OF BRIDGE STANDARD NOTES: __._ le ©2021D Goagits--- ,�..-.—. .-a.._. - -"._ 1) TRAFFIC PLAN IS BASED ON M d S STANDARDS f� Legend CASE 010 3 24, AND MUTCD TA NO 28 8 33 2) EXACT PLACEMENT OF DEVICES WILL BE DEPENDENT ON SITE CONDITIONS CHANGES ARE TO BE IMPLEMENTED" _- ' ' - - • �;. „ fM� O 4/I F 1 Ll .J -19 ma Arrow Board = U > c, - n WHERE APPLICABLE Road Type Olstance Between Signs :. A Cone m m AT n 31 ALL WORKERS ON FOOT INSIDE OF THE WORK ZONE SHALL UTILIZE PROPER PPE IN ACCORDANCE WITH OSHA A B C `� - - a ;' Ca: Work Area n, d C 1 Cl r CJ REGULATIONS WWI (low tipped)" ' -- 100 Feet 100 Feet 100 Ft301 ' , ' ' •'- p Date: %/2012020 Author: E. Amerine Project: County Road 49 and Holly Avenue - Greeley, CO 41 WORKERS SHALL NOT CROSS LIVE LANES OF TRAFFIC FOOT WITHOUT THE ASSISTANCE OF FLAGGERS. USING THE "BUDDY SYSTEM'' OR A DESIGNATED CROSSWALK (hip Urban (h,speed)* 350 Fool 350 Feel 350 Feet Customer: J-2 Contracting Company ATSSA#: 342253 Job#: 18144 SI ALL VEHICLES AND EQUIPMENT MOVING INSIDE OF THE Rural 6700 Feet ,500 Feet 500 Feet. Comments: _sir: ,.• , CLOSURE SHALL BE EQUIPPED WITH BACK UP ALARMS OR UTILIZE A SPOTTER 6) ALL VEHICLES AND CONSTRUCTION EQUIPMENT SHALL PARK Expressway; F•eeway 1000 Feet i_ 1500 Feel 2640 Feet Type of Road: Rural - ••. -- . ,. � % r6 ' 2 -1 �' � �• !a' Traffic Volume: Light to Moderate OFF THE ROADWAY ON THE SAME SIDE AS THE CLOSURE 7) PLAN IS FOR UTILITY WORK AND SITE DEVELOPMENT S bps ► m.Nhi Feel - It�lr�eawoe MaarDerke TRAFFIC CONTROL SUPERVISOR 6) WORK IS ESTIMATED TO TAKE 3 DAYS.. WORKING HOURS ARE speed Lane width (W) m Feet Line wee ,NI n feet Spacing In Fat $�� DAYLIGHT HOURS: PLAN IS FOR 24x7 CLOSURE All signs & devices shall be placed in accordance with the latest provisions of the Manual 9) SIGNS SHAH BE SPACED A MINIMUM OF 500 FT OR AS SPACE ALLOWS _ MPH 10 11 17 10 11 /2 Along Along Taper Tangent MpH COMPANY A`t'P }jn on Uniform Traffic Control Devices (MUTCD BJor Colorado Department of Transportation p p 10) TAPER IS TO BE A MINIMUM OF 660 FT (55 MPH) IWS)2I60 = L, 25 orlon 105 115 125 6 8 6 25 50 250(teti� NAME / TITLE DATE / Standard Drawings with respect to any applicable from the City BASED ON A POSTED SPEED LIMIT OF 55 MPH ?� 15() 165 106 6 7 7 3� 69 30 , • fCDOT)-M&S provisions 11) DEVICE SPACING SHALL BE MINIMUM OF 55 FT IN TAPER AND 35 205 '225 245 7. 8 8 35 70 3s , of Greeley MAX 110 FT IN TANGENT 4L) 270 295 320 8 8 9 4.0 80 40 WELD COUNTY APPROVAL 12) NON -VEHICULAR ACCESS: BICYCLISTS ARE TO BE TREATED 45 450 495 540 • 11 12 13 45 90 45 � Jobe 18114 - loci. o, -„-,n AS A VEHICLE, PEDESTRIAN FACILITIES ARE TO BE MAINTAINED fiii 550 1 11 12 la.. `3 ,g, r,; Access to residential and commercial driveways to be maintained at all times. WHEN POSSIBLE A VIABLE DETOUR ROUTE WILL BE PUT INTO PLACE AS REQUIRED - .� -NO 605 660 11 12 13 „. 55 110 `_,5 NAME / TITLE DATE i Parking ban shall be coordinated with the city of Greeley Police Department. m.whay wsi 13) PRIVATE ACCESS IS TO BE MAINTAINED AT ALL TIMES WITHIN 60 0 660 7201 11 12 13 60 120 Dcoahc0 By TPY PROJECT LIMITS UNLESS OTHERWISE AGREED UPON BY _ 65 . 700 770 840 11 12 13 6_5 130 fi5 ing PROPERTY OWNER 7() _ _ 750 825 400 1 t 12 13 70 140 " F“JT-Parkway Traffic Cartrddwg 14) EMERGENCY VEHICLES WILL BE GIVEN THE RIGHT OF WAY 75 800 825 900 11 12. :13 75 150 75 PLANS ARE NOT TO SCALE Sheet 2 of 4 scek As Shown AS SOON AS IT IS SAFE TO DO SO 8o 800 8430 960 11 12 13 80 160 80 I Sheet: o, 74 92 4683538 Pages: 90 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO P118114 DPG Mining Site1Drawings\Plan Sheets\Weld County Parkway\JT-Parkway Traffic Contr III KAMP .011IPECMPPM6M.RE 'kW 11111 TABULATION OF CONSTRUCTION TRAFFIC CONTROL SIGNS V ima • A, 0 ,: `., v , S' 9n:0 w o A u taocR11-4 E d r' ex J o x e M r V A C > N 0 i j�x U >> C J n a' , °i r '^ TABULATION OF CONSTRUCTION TRAFFIC CONTROL DEVICES 630-80341 630-80342 0342 630 80343 SIGN CODE LEGEND DIMENSIONS W X H PANEL SIZE A PANEL SIZE B PANEL SIZE C DESCRIPTION CDOT ITEM CODE UNIT QUANTITY EA EA EA ROAD CLOSED LOCAL TRAFFIC ONLY 30 X 60 1 i' TRAFFIC CONTROL INSPECTION _- 630-00007 DAY 30 W20-1 ROAD WORK AHEAD 48 X48 3 TRAFFIC CONTROL MANAGEMENT 630-00012 DAY W V120-3 ROAD CLOSED AHEAD 48 X 48 1 TYPE 111 BARRICADE 614-80311 EA 1 TOTAL 0 r 4 1 �: _ • a a'� ,_,' , ;:. - . �S H' . " `,.. � ril :� • 4ov J 0 a c^. C d J a a 13 .... s n ILI • it ` a_ ,% Y o y a o a a U Q l0 — . _ • _ • - _ ... ". . 1" 4i OO 3 _ D� • 4\ % 4*°r a ' w HOLLY AVE WILD. NEED TO BE ACCESSIBLE _ FOR WELD COUNTY TRUCKING AND OPERATIONS AT ALL TIMES. .. - . -e • . V .. .. A do „� ,,r-.'i. 9.i/<"'4 ��:� 48• q ,. or •qr, aLi ... .. - cr -.. .... w... - • ' C 0›. U p aQi C Cp .� � C..? MINIMUM LENGTH _ ------ .E..}'' OF LONGITUDINAL BUFFER SPACE r _,: - _ _. .._. -• ... __ _... _ • . SPEED (MPH) BUFF,y LENGTHS (FT) >.. , X t `. . _ - - " j 5 c 20 115 - ' L. �+ 200 _ C ' _ - CI O� V a0 305 ' �.. - 50 425 .2 %B.•••- z 7, te o _ el Y E U � o U N O E U T o' U _ .. i1M Eu ll0 o'M Um t 55 t a� 0 l t 80 570e.s Y � 1 ; • - T : 65 a i SD 70 730 i ':' 9 a - .., ROAD CLOSURE NOTES: 1 TRAFFIC PLAN IS BASED ON M & S STANDARDS ; CASE A20. AND MUTCD TA NO. 20 & 28 2) EXACT PLACEMENT OF DEVICES WILL BE DEPENDENT -r -,- "'.: `., Legend��- v u ' n ' e rt _ ON SITE CONDITIONS CHANGES ARE TO BE IMPLEMENTED WHERE APPLICABLE Road Type Distance Bartwaen Signs - •-L • Type III Bamcade m' M 3) ALL WORKERS ON FOOT INSIDE OF THE WORK ZONE AJ B C r `��) 2020 Gaog le ry Work Area en SHALL -' UTILIZE PROPER PPE IN ACCORDANCE WITH OSHA REGULATIONS Urban (lowapeedr I WO Feet t 100 Feet 100 Feel Date: 7/28/2020 Author: E. Amerine ProJect: Coun Road 49 Holly Avenue Greeley, 8 ^ `° n - ca . 4) WORKERS SHALL NOT CROSS LIVE LANES OF TRAFFIC ON FOOT WITHOUT THE ASSISTANCE OF FLAGGERS Urtan (nch smear "350 r-eet 350 Fret 350 Feet . Customer: J-2 Contracting Company ATSSA#: and - CO 342253 Job#: 18144 USING THE -BUDDY SYSTEM- OR A DESIGNATED CROSSWALK Rural Comments: O — N ,� 1500 reel 500 Felt SOO:FEet 5) ALL VEHICLES AND EQUIPMENT MOVING INSIDE OF THE CLOSURE SHALL BE EQUIPPED WITH BACK UP ALARMS OR Expressway Freeway Type Road: Rural ;�a �'- , .•• '� - a '6�'�• UTILIZE A SPOTTER / 10XO Fret 1500 Feet 2640 Feet of Traffic Volume' Light to Moderate 6) ALL VEHICLES AND CONSTRUCTION EQUIPMENT SHALL PARK OFF THE ROADWAY ON THE SAME SIDE AS THE CLOSURE Speed Taperla+glA1L)iaFrl lbe DWidth (W) ui Feet Lane tiawaalvOtrdOlral LxelYghOY}eFee Maximum Device Spacing to Feat Speed g 7) PLAN IS FOR UTILITY WORK AND SITE DEVELOPMENT .__�'� 8) WORK IS ESTIMATED TO TAKE 3 DAYS; WORKING HOURS ARE Along Along TRAFFIC CONTROL SUPERVISOR ��' AWP"=� All signs devices shall be placed in accordance with the latest provisions o the Manual DAYLIGHT HOURS. PLAN IS FOR 2417 CLOSURE MPH ,o ,1 T2 10 11 12 Taper Tangent MpH on Uniform Traffic Control Devices (MUTCD) &for Colorado Department of Transportation 9) SIGNS SHALL BE SPACED A MINIMUM OF 500 FT OR AS ?SIX less 105 115 125 $ 6 6 25 50 25 orlem I Standard Drawings from City • SPACE ALLOWS 30 150 165 18.0 e 7 7 30 6.1 30 COMPANY — t (CDOT)-M&S With respect to any applicable provisions the 10) NON -VEHICULAR ACCESS BICYCLISTS ARE TO BE TREATED n 205 225 245 7 8 s 35 7o as ' / of Greeley. AS A VEHICLE. PEDESTRIAN FACILITIES ARE TO BE MAINTAINED 40 270 295 320 8 8 9 40 80 46 NAME / TITLE DATE ` i / WHEN POSSIBLE A VIABLE DETOUR ROUTE WILL BE PUT INTO 45 450 495 540 11 12 13 45 90 45 Jm. 18114 PLACE AS REQUIRED - driveways be times. IS TO BE MAINTAINED AT ALL TIMES - - So Soo 550_ 600 i1 12 13 100 COUNTY Access to residential and commercial y to maintained at all Dale 07-31-20 11) PRIVATE ACCESS WITHIN 55 550 605 11 WELD APPROVAL PROJECT LIMITS UNLESS OTHERWISE AGREED UPON BY _ •664 12 13 55 110 65 , Parking ban shall be coordinated with the city of Greeley Police Department. ay WSS 60 600 660 11 PROPERTY OWNER _720 12 13 60 120 60 De.oee 8r TPY 85 700 770 840 12) EMERGENCY VEHICLES WILL BE GIVEN THE RIGHT OF WAY . 11 . 12 ,..13 85 130 85 TITLE Cnecke0 9y .10Y TO DO 70 750 825 900 II__ 13 NAME DATE AS SOON AS IT IS SAFE SO 12 70 140 70 F 4e JT-Parkway Traffic ControtawgSure 75 800 828 800 • 11 12 13 75 150 76 N PLANS ARE NOT TO SCALE Sheet 3 of 4 AS Shown 80 800 me 960 ti 12 13 80 16-0 ao Sheet Or 7 5 92 4683538 Pages: 91 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO VIII PAM !CA lL'�N�Fr4�l�i�� RAM JAIN 2 7E Traffic Control Plan - Phase 4 - MHT-4 12/8/2020 1 12 11 P \18114 DPG Mining Site\Drawangs1Plan Sheets1Weld County ParkwayUT-Parkway Traffic Cont TABULATION OF CONSTRUCTION TRAFFIC CONTROL DEVICES Ca hC a. m '11TRAFFIC n r, + (no", ' o U ' 1 m o to c O(.3 '° S II- al % > c E O a o > 3 W i � a � C o cid LL el rn TABULATION OF CONSTRUCTION TRAFFIC CONTROL SIGNS DE SCRPTION COOT ITEM CODE UNIT QUANTITY 630-80341 630-80342 DMENSIONS PANEL PANEL CONTROL INSPECTION 630-00007 DAY 30 SIGN CODE LEGEND W X H SIZE A SIZE B EA EA TRAFFIC CONTROL MANAGEMENT 630-00012 DAY 30 M4-10 L DETOUR (LEFT) 24 X 48 1 PORTABLE MESSAGE SIGN PANEL 630-80355 EA 2 M4-10 R DETOUR (RIGHT) 24 X 48 "µ 1 TYPE III BARRICADE 614-80311 EA a 1 1 �' y y --- ! .,-. __ :. - , R3-1 NO RIGHT TURN 30 X 30 1 R3-2 NO LEFT TURN 30 X 30 1 - OV3HV w j I, vc _. HHOM ", � >!,':: * ;, ... ^ R 49R DETOUR (RIGHT) 24X30 3 ii OVOa . " ? ,' •¢:_ =�, - R4-9 L DETOUR (LEFT) 24X30 3 _ , ill r R11-2 ROAD CLOSED 30 X 48 2 NJ , ,' r c�dSp w_ rrgl R11 4 ROAD CLOSED TO THRU TRAFFIC 30 X 00 2 °aao L v IL � S C 0 v fC ry ,) co p i r 13 � a 4) a) 3 a 4. o Mc is 4-C- RI C a u 21. w� µ_ •6) . VV20-1 ROAD WORK AHEAD 48X48 5 as W :,...•; .,. + - -- _ o.r-•---� c, [, t 3 a "�°' VV20-2 DETOUR AHEAD 48 X 48 2 x �#0* Oa0 Ir a ..�. :, - �u*ll W20.3 ROAD CLOSED AHEAD 48 X 48 3 PL§` Ji`•>,� cf ( ) 1 ( 4 c '. 30 x 2t^ < 1 i ••tv '� / S. TOTAL 10 14 1 a:1tu is .., • • _ .._.-. xavai maxi g O1 )p . mci, , :a _ I '; > .1 1 Dal 1 +� _ w >' L'� �ii'� tom,- S. r `; -. w= NOTE: ,+—, ,_. 8 ti++i4d ADVANCE WARNING SIGNS SHALL BE c --.--- -41ae _ PLACED ALONG CR 60.5 AND HWY 34. fa _� a E J� Ted tD =NI ,C `VVVY U z - ,,.. --•- H,m1.. Av nu .. L. ,� � iMEE ,z _ I i MINIMUM LENGTH OF LONG TUDINAL BUFFER SPACE JtJJYY� 011R1 , = SPEED (MPH) BUFFER LENGTH (FT) tli 032013 OYOY ,4 6 � TRAFFIC CONTROL SUPERVISOR 20 L 115 .t N �, w Q O` • L N a El �� s/ f i''btr11&t, O 0 O COMPANY 5`` a i S W _ 30 200 t : ( Y .� �y' t�j NAME / TITLE DATE Q - 35 250 z 40 303 3 a / ' WELD COUNTY APPROVAL i'' �116/\/ �� 44) 360326 � 1[ z j � Lu CY U g V ` V ° t- in , O t, i u U e.1 yc VC 0IC_,a ` � � �. - � _ -/NAME !:%� _ NAME / TITLE DATE � -�� 60 570 � -p .. \ r \ \ _ v _ A - �Jy •; a e 70 ?an We n P ay �' Id County Parkway U G � , ROAD CLOSURE NOTES: ,. �.. .� w .r W y�,• / ` p / "' b II TRAFFIC PLAN IS BASED ON M & S STANDARDS • iY�q,� a .qf1 R#C �` - Legend g t o L , jt , Fq • .• 06cg(0 CASE 020. ANU MUTCD TA NO 20 & 28 2) EXACT PLACEMENT OF DEVICES WILL BE DEPENDENT .2020 A� '\ • Portable Sign Stand ,p 0 c r > on > ON SITE CONDITIONS CHANGES ARE TO BE IMPLEMENTED WHERE APPLICABLE Road Type Distance Bctw:•on Siyna gie ' ` * �; Q -•-d Type III Bamcr♦de 3) ALL WORKERS ON FOOT INSIDE OF THE WORK ZONE A B C +. \ I E �� Work Area A h `_ �" v in • SHALL UTILIZE PROPER PPE IN ACCORDANCE WITH OSHA Urban (lowspeed)' 100 Feet 100 Feat 100 Feet _ " ( r.°, - REGULATIONS I Imagery Date.: 7/17/2019 Date: 7/28/2020 Author: E. Amerine Project: Count Road 49 and Holly Avenue - Greeley, CO , ,r y 4) WORKERS SHALL NOT CROSS LIVE LANES OF TRAFFIC ON FOOT WITHOUT THE ASSISTANCE OF FLAGGERS• urban thigh speedy 3`50 Feet .36 1 .,•• ,,.,.: eel Customer: J-2 Contracting Company AT SM: 342253 Job#: 18144 5 o USING THE "BUDDY SYSTEM** OR A DESIGNATED CROSSWALK ". is t 500 Feel ` ` 500 Fee. - _ `_oo Feist Comments: •.;, , ' -"s'' `r � ;;��Sc...'7.1/2.1"--,,. '' lam' rr.i' 14 - i 51 ALL VEHICLES AND EQUIPMENT MOVING INSIDE OF THE CLOSURE SHALL BE EQUIPPED WITH BACK UP ALARMS OR UTILIZE A SPOTTER Ex5resaway / Freeway 1000 Feat 1500 Feet 12640 Feet J - Type of Road: Rural Traffic Volume: Light to Moderate 6) ALL VEHICLES AND CONSTRUCTION EQUIPMENT SHALL PARK OFF THE ROADWAY ON THE SAME SIDE AS THE CLOSURE Seed P kn IMeopTe�0l1YF4e Lane Width (W) in Feel rrs totr1lont a teerOml(ttinFall w'�' Device Stifling in Ent Speed 7) PLAN IS FOR UTILITY WORK AND SITE DEVELOPMENT B) WORK IS ESTIMATED TO TAKE 3 DAYS, WORKING HOURS ARE DAYLIGHT HOURS. PLAN IS FOR 2417 CLOSURE MPH 10 11 12 10 11 12 Along Along Taper Tangent^ MPH AW ' "` All signs & devices shall be placed in accordance with the latest provisions of the Manual3684604o, on Uniform Traffic Control Devices (MUTCD) &/or Colorado Department of Transportation = " 9) SIGNS SHALL BE SPACED A MINIMUM OF 500 FT OR AS 125 25otless 105 116 6 8 8 -25 60 26— OIT - M&S Standard Drawings with respect to any applicable from the City SPACE ALLOWS 19 ISO 165 180 F 7 7 S 60 (CDOT) provisions 10) NON -VEHICULAR ACCESS: BICYCLISTS ARE TO BE TREATED 35 205 225 245 7 a 8 35 70 35 , of Greeley. AS A VEHICLE. PEDESTRIAN FACILITIES ARE TO BE MAINTAINED 40 170 295 `��1 8 W 40 80 40 Joni 18114 WHEN POSSIBLE A VIABLE DETOUR ROUTE WILL BE PUT INTO 45 96 450 496 540 11 12 13 • 45 90 45 "- N -- Dm. 07-31-20 - PLACE AS REQUIRED . --_ '— 50 r,o �' 1't9C 11 1 i `p1 10T! '50•-• Access to residential and commercial driveways to be maintained at all times. or.wn ay WSS 11) PRIVATE ACCESS IS TO BE MAINTAINED AT ALL TIMES WITHIN PROJECT LIMITS UNLESS OTHERWISE AGREED UPON BY 55 550 605- 890 - .2 •-, 11 12 13 55 110 55 Parking ban shall be coordinated with the city of Greeley Police Department. ocereaay TPY PROPERTY OWNER 60 500 660 720 11 12 13 60 120 60 ea.,m.d 9y ICY 121 EMERGENCY VEHICLES WILL BE GIVEN THE RIGHT OF WAY 65 700 770 840 11 12 13 65 130 65 Fu,JT•Parkway Traffic ControLdwg AS SOON AS IT IS SAFE TO DO SO 70 750 922 400 11 12 13 70 140 70 sal. m silo` n 75 800 925 900 11 12 13 75 150 • 75-- PLANS ARE NOT TO SCALE Sheet 4 of 4 80 800 880 960 11 12 13 BO 160 80 Sheet: Q1 76 92 4683538 Pages: 92 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO IIIMPAIR MkEilikiCrIVElljniltilrAill Y� ti III 12/8/2020 1 12 13 PM P \18114 DPG Mining Site\Drawings\Plan Sheets1Weld County ParkwayUT-Parkway Traffic Control.dwg, 77 Traffic Contra Plan - Ov NOTE' ADVANCE WARNING SIGNS TO BE PLACED ALONG WCR 60.5 AND SH 34. TRAFFIC CONTROL SUPERVISOR COMPANY NAME / TITLE WELD COUNTY APPROVAL DATE NAME / TITLE DATE N O a r alo u Q w 20C; Q p ry a`i n N Y C J n t C) U n LL o a fh r. 2 c 7 V O = O R "0 � 3 aft W a co as 3 N i as c Traffic Control Plan - Overall J-2 Contracting Company e JD0 4� re= in d REVISIONS Court). Comment! �a1 w? c n or Ea EC) 0. )0e `B >> o� U U Y U >- 6 m V C rr r� ry 1D ci A r u a n N ri m n v Job N Data 07-31-20 Drawn By Dunne % WY Chacbae By JCY FhJT-Parkway Tragic CBntroLdwy Sul. AS Shown WSS Sheet rn 77 92 4683538 Pages: 93 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO III kirOMM WilliIM��1�M �I' ��ti'�Y I P:118114 DPG Mining Site1Drawings1Plan SheetslWeld County Parkway1JT-Parkway Util Plan.dwg, 78 Utility Plan Sta 113+840 to 119+30, 12/82020 1:12:23 PM QN:ItN,n � x Sinillail:{1; U � 3 EN24i QNy/ C3 IV J � rLLEXISTING n` ■ Ir� F;BER OPTIC - 0-- of-- 0d-- of-- -0 —0 tea— __ -mt -_ -- _ — — �, - G O O O O � 3 3 -- — i--- 0,--- c� O C— 0 O - O 04- --0a- �. 04- 0.)- I .. U °r-217--______ - O (1 + Q) C d 3 iiEX. O C Ito V tls o '13— ' s op d + 3 a. in • ea 4 - •- Et m a a a CI a" 140' 3+60 114+00 114480 -�— 114 -40 115+20 115 e-80 a.. C X 118+ 00 116+40 r, �_ 0 . eC 117+20 ' t- 1174 w ,te+oo 4o ire, J0 „a� zo C7 I1 Si WELD COUNTY PARKWAY C < X -I , / C M Ci: CL i5 0 4 E. V n I C 13 '� s� U � 1 o-- v o —o O 0 o —c> o - /0-- i D N / I o EXISTING GUARDRAIL �- EXISTING 24" STORM SEWER . �� -/ ^ h2CP I AMILY r NTERPRISES L LC = ,S?4 IS - PARCEL. N0. 09611230000,5 O PARCEL ��H E' no L. K K 2�, o V EXISTING 24' RCP INV = 4605.50 + - EXISTING 24" RCP INV = 4605.41 _ _ - - N • 7 (n z O ui J o 5 ,• C L o U 2.1fli U e L e tJ o U t vi, e lu e. 14 ;2 S.1o' um UTILITY NOTE: LOCATIONS OF 1HL TYPE, SIZE, LOCATION, AND NUMBER OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG WELD COUNTY PARKWAY BEFORE CONSTRUCTION. Z UTILITY CONTACT INFORMATIQN pHONF/EMAIt GAS ATMOS ENERGY, JERRY ADAMS (970) 304-2075 1.. 3026 4TH AVE, GREELEY. CO 80631 al u i et (6) - JERRY.ADAMSOATM0SENERGY.00M FIBER 6r PHONE CENTURY UNK (0WEST), CARSON ORTEGA (970) 392-4837 ,►OF. " ^ 2 n' N pp N m �' 2505 1ST AVE, GREELEY. CO 80631 CARSON.ORTEGAOOWEST.COM GAS DCP MIDSTREAM, LEWIS HAGENLOCK (970) 378-6351 1324 NORTH 7TH AVE, GREELEY, CO 80631 i4, I _ '-' M ,D ;4: ''� 4'yQ ••-•- LDHAGENL0CKODCPMIDSTREAM.00M Q GAS (LIQUID) EXTRACTION OIL AND GAS, MATT BRIDGES (970) 405-6181 370 17TH ST, SUITE 5200, DENVER, CO 80202 ,r 40 10 0 40 �E[DC ,,. iiii ,,. y u��s C. yr�P� ;' i P. t 3fil 46 j ' ' GAS NOBLE ENERGY, SEAN CASPER (970) 785-5058 804 GRAND AVE, PLATTEVILLE, CO 80651 SCASPERON0BLEENERGYINC.00M ?Cr SCALE IN FEET O GAS ,IL OIL NOBLE MIDSTREAM SERVICES/BLACK (281) 872-3100 KEY MAP ® HORIZONTAL SCALE ,` = 40 N. T.S. 1001 NOBLE ENERGY WAY, HOUSTON, TX 77070 GAS PETROLEUM DEVELOPMENT CORP (PDC). MARK ALESSI (970) 420-1661 1775 SHERMAN STREET # 3000, DENVER, CO 80203 MALESSIOPETD.00M ELECTRIC POUDRE VALLEY REA, BRYANT PANGRAC (970) 282-6433 7649 RFA PKWY, FORT COL LINS, CO 80258 BPANGRACOPVREA COM ELECTRIC at GAS XCEL ENERGY, (SYNERGETIC) KEVIN CHAMBERLAIN (970) 663-9973 200 E. 7TH ST, SUITE 300, LOVELAND, CO 80537 KEVIN.CHAMBERLAINOXCELENERGY.00M FIBER 2AY0 BANDWIDTH, STEVE WARD (720) 682-7698 1805 29TH ST, UNIT 205, BOULDER, CO 80301 STEVE N.WARDOZAYO.COM V tit CI W oat � L�jj 51 �-, �''644S/ONA� E?f',� nun, ,.+u"'% J,m• 18114 Du. 0731.2n D Desnasy TPy Devan•e c„•dwe' ,ICY F JT-Parkway Utll Phn.dwo seal. As Shown Sheet of 78 92 4683538 Pages: 94 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO III KIWI*AIM VA PagiKI 111/111:1,11:514, 111111 P118114 DPG Mining Site1Drawings\Plan Sheets\Weld County Parkway\JT-Parkway Util Plan.dwg, 79 Utility Plan Sta 120+00 to 124+80, 12/8/2020 1 12_24 PM f f; -1{1`/ Ho4ivAYE \,` F. 18TH ST�2,.t "`�4peciii KL-Y MAP to 80 <) - 120 r00 b- 0 —o �) D I rl 4 PARCEL_ NC. 096112300006 EXISTING FIBER OPTIC EXISTING ELECTRIC I 120+40 1 K i l W— of - -rr <'i r, 120+80 1 ■ 1 0.1 — O1-20 1 11 1 1 1 _ 1 1 1 1 1 121+60 122+001 WELD COUNTY PARKWAY 1 X EX ROW -/ DRAINAGE EASEMENT '--MAThLWS ^AMILY E NTERPRISES Li C PARCEL NC. 0961 12.300003 1 SECTION LINE 1 1 \ 1 140' EX. Row COORDINATE WITH FIBER OPTIC ANDS TELEPHONE UTILITY OWNERS TO RELOCATE 44ILLIILS_FROM UNDER PROPOSED PAVEMENT 122, 1 122+80 I EXISTING GAS LINE -I- J 11- ROAD F I R CATHt RINE PARCEI_ NC. 096111400002 1 1 123 F20 _ =!,00 / 3ARR HARK L NO. 0961 1 41 00004 EXISTING TELEPHONE - -03 ---� --0,1 EXISTING TELEPHONE / EXISTING ELECTRIC \ \ 40 \ \ \ ?0 \ \ \ \ \ 1 U \ -- Bo \ 40 SCALE IN FEET HORIZONTAL SCALE 1' = 40 Z O B1� H V 41) O W 04 _ tot O U i V O ,`Ta Y ^ N N8EE 1 m o n 30 x E al U LL 4c -J�� O rrp 3 in LL b C7 r a C 3 V O C C.) fa 4i = 3 W • m 12 3 VI i C a a O Utility Plan Sta 120+00 To 124+B0 J-2 Contracting Company REVISIONS `s n u Cnuriv Cor^mcits U A 1 U f! A r gd O O C2 rr N 0 rr m N O fv n Ic• y 36fl46 • ' s t <'s. .. \ ;9 -.AAA ..:tf°��. Jm 11 18114 Data Drawn By WSS (),wind By TPY 07-31-20 (2048i JCY Fie JT-Parkway Ut4 PIan.dwg Sul, As Shown Sheet of 79 92 4683538 Pages: 95 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Kopp's, Clerk and Recorder, Weld County County; CO Plan.dwg, 80 Utility Plan Sta 124+80 to 130+40, 12/8/2020 1 12:25 PM P.\18114 DPG Mining Site\Drawings\Plan Sheets\Weld County ParkwayUT-Parkway U6 III IgelniUWINIVIONifilliisliglinillyi III • K: Y MAP / a%/°f / \ 1q 1 EXISTING\11 DRIVEWAY \ 7 11 / 7 EXISTING GAS LINE / pi PROPOSED 30* RCP SEE SHEET 54 FOR DETNLS PROPOSED 24'x38" HERCP / SEE SHEET 53 FOR DETAILS/ i EXISTING 24'x38' HERCP/A/ INV 4807.48 / EXISTING 24"x38', F�ERC _ srola�.I -�---- 128+00 / I / 12a+80 J et:: _ I Ls 1- I 'Al � I CI of l ST- = tr Q;kr_ - _,A— 1213440 EXISTING ELECTRIC 128+00 18089 PROPOSED 24'x38" HERCP SEE SHEET 53 FOR DETAILS `RGAD1 - R CA? HERINE PARCEL_ Na' 1`,96\' 1400002 - ----------- ---- �N 128+80 \ i l 127+20 127 - rx • • • \ �o \ .4. \ 4` F \ ♦♦— amp ChY OF ORE -I FY - RARCEL N0. 096111400010 -- - `ate a _ a` aa —a \ %rift "Nib �aft. 120+40 128+02WELD COUNTY PARKWAY PROPOSED 24-x38' HERCP SEE SHEET 54 FOR DETAILS Wi-L7 COLNIY PARCEL N0. 096111400009 +2p 40 20 C SCALE IN rLL HORIZONTAL SCALE 1• •• 4C 40 73osoo O 0 CC 0 Lie W aN J E N .c 8 ta, th t Jr_' ant'£ LL O .s C ) 3 u v c ea 0) _ es 3W C/, Ni c a CL ca Deapre»By Urp:kea 8y._ - rde J7 -Parkway Uld Nlan.awy sul. As Shown Sheet of 13 0 92 PA18114 DPG Mining Site\Orawings\Plan Sheets\Weld County ParkwayWT-Parkway Util Plan.dwg, 81 Utility Plan Ste 130+40 to 136+00, 12/8/2020 1-12.25 PM 4683538 Pages: 96 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO III rdIMPaitliY. Mil %IR I -M K 11J 133.80 WELD COUNTY PARKWAY i WEB C COUNTY PAROt. NC. 096111400009 134 roc, M ,3,t 40 CITY OF GREE Lt Y PARCEL N0. 096111400010 t \ \ 1:1., _ lac so 7C 0 SCALE IN FEET HORIZONTAL SCALE t' = 40' ,C ISSUED FOR CONSTRUCTION 4683538 Pages: 97 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO 1111CP/01kt AIL'AL MINIM UN Ilk III Plan.dwg. 82 Utility Plan Sta 136+00 to 138+47. 12/82020 1:12:26 PM P:118114 DPG Mining Site1Drawings1Plan Sheeta1Weld County ParkwayVT-Parkway Uti CL Y OF CRE: LEY P/ 1C" NO 096111400010 137+ 80 EXISTING GAS LINE \ 198.00 nnw PARKWAY WELD COUNTY M'F10 COUNTY DARCEI NO. 096' 11400009 EXISTING 48" IRRIGATION UNE 138.40 `XISTING OVERHEAD ELECTRIC EXISTING 30" IRRIGATION LINE . \ 138 SECTION UNEY." \ • w Ina C EXISTING GAS LINE 20 140400 \ a • 4C, 1 SCALE IN FEET HORIZON T AL SC;A• I su• • i O N 3 O V J-2 Contracting Company REVISIONS w g T. O u CoY1'rr Cor^merms Q U U •(1 CO U C C: O u:i Q r 1 9 a n n H n N 0 H a Z N .1 x• 18111 6!. 07-31-20 (kr..n BY o.+r.• er TPV a,.dcS ft JCY Fr. JT-PlrkVily U1d Plen.drq Scale As Shown WSS Sheet a 82 92 4683538 Pages: 98 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO III KMill P \18114 DPG Mining Site\Drawings1Plan Sheets\Weld County ParkwayUT-Parkway SUE Plan.dwg, 83 SUE Plan Sta 113+840 to 119+30, 12/8/2020 1 12:31 PM d Iimil a�. v N O C )- -w N^ WI r tnoR a ,coo : Nox£ co, go LT I c C n ~rY . y U ��1;-!. ' o a7; LL °S o EXISTING FIBER OPTIC POTHOLE 1 SUE LEVEL B FIBER OPT M a` , 01- - 01— — POTHOLE DEPTH 10' _ _ ow — _ _ — --to— —CI -?5 "15-_4 '15- — — -�------ --e..4'�o �— -Q7— — — �1DT FntlAlfl a O O t — —=,.0 A — oa p u,--- ) n— C7 --O c> o O--4 0—_____0____0 o:I-- o_--- ______cO O- of-- o4--- o q 0----0_.— —� 140' EX. ROW 34-60 114+00 114-40 114+60 115+20 115 4-60 CC O O CO dS + CO _ w o c O V 2 Q 116100 116+40 ' 4� V 1 S 6 E,'G • t 7 1C 1n • 117+6p C I-- 118+Op 116+40 - - - 116 8D `� W + y Ali C • m r WELD COUNTY PARKWAY < 2C) --I � Y en L c 03 a a. a- IJ5� C D to '1 —p �) _______, C / N � U Exlsnrlc GUARDRAIL M d a � ig O �- � EXISTING 24" STORM SCWER - ci y, _Z — a� _ 01 -24" RCP - Mr1T RWS PRISES (: •_ CC), . ,s— _ PARCH NO. Q 61ER23UOCUS M---- W RI ,i as LLI LEr __% - - _ EXISTING 24' RCP INV = 4605.50 I ix EXISTING 24" RCP INV = 4605.41 -- - -- - - N 7 / t POTHOLE SUMMARY TABLE `n Pothole # Northing Easting Description SUE LEVEL In E a �+ . r ,, r c" 1 1393707.21 3245968.59 POTHOLE (FIBER OPT) B Z o A E o E e 1� z> 1.1 u_ 2 1393763.91 3245739.47 POTHOLE (ELEC) B O' h U =- a U UM 3 1393850.31 3245762.39 POTHOLE (ELEC) B ipin v ti n b 4 1393819.11 POTHOLE O b 3245539.51 (TELEPHONE) B as 8 IN. O 5 1393819.11 3245539.51 POTHOLE (FIBER OPT) B r!illiaN - 1: r+ol,�i►yE, N 1 � Cr? 7 • 6 1393819.12 3245539.50 POTHOLE (GAS) B - y . 7 1393914.56 3245547.39 POTHOLE (GAS) B p; ;; .�wFro CO 20 0 a0 Z "q.,�uun Uq„ "�� Rrd, ,1, S1 �,— 0Vkr7 ....,, t- E. teTH �� Fi,,� 8 1393856.92 3245429.82 POTHOLE (FIBER OPT) B Ir , j°�'Kr • SCALE IN FEEL V "t`� 5 yo�� - : �': 1 � _ 46 T? 9 1393947.92 3245271.73 POTHOLE TELEPHONE (TELEPHONE) A KEY MAP HORIZONTAL SCALE r' = app N; 1 a. �/, r - 10 1393946.85 3245273.52 POTHOLE (GAS) B N.T.S. o s.:,., : 11 1393967.81 3245416.11 POTHOLE (TELEPHONE) A 116 Joe. 181 14 a.�07 12 1394011.78 3245345.32 POTHOLE (ELEC) B Q a07-31-20 vvss of WY 13 1394023.43 3245322.51 POTHOLE WDewed rh.d ed By JCY (GAS) B D, Fd. JT-Parkway SUE Plan.dwg Shown 14 1393989.87 3245218.22 POTHOLE (ELEC) A 41 S eh et: o, 83 92 4683538 Pages: 99 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County; CO I I I Mild 5114 Yll re i VIM`kihi MilVII IKr441 Mill PM8114 DPG Mining SiteOrawings1Plan SheetsV/Veld County ParkwayUT-Parkway SUE Plan.dwg, 84 SUE Plan Sta 120+00 to 124+80, 12/8/2020 1 12 ;,_ E. 18TH �Tw CJ - 2 rA*Kr 1 ' 0 x I PARCEL NC. 096112.300006 EXISTING FIBER OPTIC POTHOLE 2 SUE LEVEL B ELECTRIC POTHOLE DEPTH 10' NOT FOUND EXISTING ELECTRIC 120+•40 120 • BO / x i _ -MATI,LWS ^AMILY E NTERPRISES L. C FARCE 1. NO. 0961 12300003 .1 1 1 1 1 _1 1� 1 1 1 1 K EX ROW X -x - DRAINAGE EASEMENT - POTHOLE 4, it 6 SUE LEVEL B TELEPHONE, ,1 FIBER OPT.,& GAS POTHOLE DEPTH 10' 11 NOT FOUND 1 SECTION LINE 1 1 _ BARR MARK L NC. 096114100004 1 COORDINATE WITH FIBER OPTIC ANDI� TELEPHONE UTILITY OWNERS TO RELOCATE -MTILLTILS FROM UNDER PROPOSED PAVEMENT ROAD+FR CAIHI_RINE PARCEL NC. 09611'400002 1 1 POTHOLE 8 SUE LEVEL B FIBER OPT. POTHOLE DEPTH 10' NOT FOUND dr EXISTING TELEPHONE EXISTING \ \ \ \ 1- - 4>i \ \ 40 \ 1 -_ \ ZO , \ _'03--- °'4 SLiF ;704.---, \0� AFC 3 SCALE IN FEET 40 HORIZONTAL SCALE 1• = 40' yT� Y ' r N w5� E . co a o o y V U. a N .40C40 d j 'N4 L O p mwo N: L a Z" 0 ,mow, W 3 N a a SUE Plan Sta 120+00 To 124+80 J•2 Contracting Company REVISIONS 0 8 ve e u 3 U 1 AC U U tD U m n a N t0 ci CI N M N m N O 7 N n �•••"'" C yS4 , ` 364:46 C. "11 �ribt tr,"""` Job R 18114 Otte Drawn By WSS 07-31-20 DeepnrA By ChttaS By re. JT-Parkway SUE Plan.dwg SW* As Shown TRY JC Y Sheet: OI 84 92 4683538 Pages: 100 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO III INFJIMP r kik ha 111111 /1 24 . \ 1 \ \ \ \ \I EXISTING \,, 1 DRIVEWAY \ POTHOLE 13 SUE LEVEL 8 GAS POTHOLE -DEPTH 10' - NOT FOUND POTHOLE 10 SUE LEVEL 8 GAS UNE POTHOLE DEPTH 10' NOT FOUND POTHOLE 9 SUE LEVEL A TELEPHONE LINE DEPTH TO TOP 6.4' PROPOSED 30" RCP SEE SHEET 54 FOR DETAILS /� PROPOSED 24"x38" HERCP SEE SHEET 53 FOR DETAILS EXISTING 24"x38" HERCP/N'/ INV = 4607.48 / EXISTING 24"x38" 1pERCf? -STORM - I dC:S. \ POTHOLE 14 SUE LEVEL A ELETRIC DEPTH TO TOP 8.5' EXISTING ELECTRIC EXISTING -46066'7 PROPOSED 24"x38" HERCP SEE SHEET 53 FOR DETAILS —RHAae- :R CA' HERINE FARCE'_ NOT -a.961' 1400002 L - __--------- \ :\ ------------� - ------ ``�� - .\ .\ \ E. 18TH STREET 127+20 l _ _ CF Y OF CREW I F Y \-----__ 'A�CFL N0. 096'11400010 \\\ - \_- PROPOSED 24'x38" HERCP SEE SHEET 54 FOR DETAILS 128+40 WE ID COUNTY PARCEL N0. 09611'400009 40 20 \N 0 \ \ \ 40 SCALE IN FEET HORIZONTAL SCALE 1' = 40' •••••• \ \ ••••• ` \ 1 0 40 v O rN W W 7 N 1,4,1CO 0 E co o 8 5 O x me a) U. S ' N[ O _0 ` N W d N L curiJ � r O.P 3 D tiLL 2 M a C O 3 V O = V m 1 O C 3W O d 3 v'f ks 0 a 0 SUE Plan Sta 124+80 To 130+40 J-2 Contracting Company Qg A 3 g3 REVISIONS E 0 r T. o' U n U U n m' U 0 m n h ri X n 8 3 n N M N H CO N to O O W 0 7 N "" _,J _A1\ulq 11 q, 1(9..41# ibeliOcS Job N 18114 Oat. Drawn By VJSS Dammed By TPY a «w.e Br JCY Fh JT-Parkway SUE Pbn.dwg Suds As Shown 07-31-20 Sheet: 01 85 92 4683538 Pages: 101 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO r ��'Q' .�� iy�' �� Wtigtiligihilliki 11111 IIII��K�'�'h KEY MAP ® N.T.S. _- 18114 DPG Mining Site\Drawings1Plan SheetskWeld County ParkwaNT-Parkway SUE Plan.dwg, 86 SUE Plan Sta 130+40 to 136+00. 12/82020 1 12.34 PM • a3 1 1 .n --------------- ------------ 3�•41) ' ac 133+20 133 r 80 WELD COUNTY PARKWAY WEI. D COLA FY PAIZCEI N0. 096111400009 134 r00 *4-4o I 1 I I C, fY OF GREE Lt Y PARCEL N0. 0961 1 1400010 _ 4460 \ 13 2! 40 20 133*g0 SCALE IN FEET \ \ I3 q:C;114144141:: UO \ \ 40 HORIZONTAL SCALE r = 4C O N(� Y qN .032 r, 3• 0 x t m V LL 3 > Q c re `y t. N t 3 n 0 E0, M n SUE Plan Sta 130+40 To 136+00 J•2 Contracting Company g �2 REVISIONS c O n u A Counts Comments b U n m U O m O N IO n 4 r tJ a n N H N r Y[1 N O 2 N n ifs Job • 18114 Date 07-31-20 Drawl By Clear A ay Caackad BY roe JT•PetW ay SUE Plan.dwg scat As Shown WSS TPY JCY Sheet o1 86 92 4683538 Pages: 102 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder Weld County County, CO • III \ :ID :VI II& I P:118114 DPG Mining Site1Drawings1Plan Sheets1Weld County ParkwayUT-Parkway SUE Plan.dwg, 87 SUE Plan Sta 136+00 to 138+47, 12J8/2020 1:39:59 PM i ergs? .... °WKY KEY MAP S. .,3 CITY OF CREE LEY PARCEL NO. 096111400010 f to Y1 136+40 i 736+6° i EXISTING GAS LINE \ EXISTING OVERHEAD ELECTRIC (NOT IN PROJECT LIMITS) 138+00 797+80 -- - 137+20 _- - �- PARKWAY -WELD COUNTY 1 W'r LI) COUNT)/ DARCEI NO. 0961114000C9 1 1 400009 EXISTING 48" IRRIGATION LINE 1 1 - - 138140 1 138 .80 1 \ \ SECTION LINE EXISTING GAS LINE (NOT W PROJECT LIMITS) EXISTING 30" IRRIGATION LINE (NOT IN PROJECT LIMITS) \ 40 20 140+00 0 40 SCALE IN FEET HORIZONTAL SCALE t' = 4(Y z O O CC Cfi t) CC W H A C A O U Q O N •_ N N CO E O d yy� 70� x mU LL > N } N i 41 3 C SUE Plan Sta 136+00 To 138+47 REVISIONS n a d B as Dale U awn ay Osa w 8 18114 WSS TPY Chocked 6 ca. JT-Parkwd SUE Manx! Su1a As Sho wi JCY Sheet 87 42 P:118114 DPG Mining Site1Drawings1Plan SheetsWVeld County ParkwayUT-Parkway Joint Plan.dwg, 88 Joint Plan Sta 113+84 to19+20, 12/8/2020 1:12:43 PM 4683538 Pages: 103 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO II ECICIII'Vlich'ithitliiit Williratici, 111111 i NOTE: 6x6 10 GAGE WIRE MESH SHALL BE PLACE IN AREAS OF THE NEW 11" PCCP WHICH ARE IRREGULAR SHAPED, NARROW, ETC. SUCH AREAS SHALL BE APPROVED BY THE COUNTY INSPECTORS PRIOR TO PLACEMENT. Imo ft o H b C 5 r a No74 VJ 50,23 C a e g V m34.?Y J � r F 0t ad ALL n Imm 15 LEGEND 114.-40 114480 © TRANSVERSE CONTRACTION (NO DOWEL BARS) -® DOWELED TRANSVERSE CONTRACTION OC TRANSVERSE CONSTRUCTION (WITH TIE BARS) EO LONGITUDINAL CONTRACTION (WITH TIE BARS) O LONGITUDINAL CONSTRUCTION (WITH TIE BARS) 11 S+20 115,80 WELD COUNTY PARKWAY 118100 116t40 116t80 117,20 t 15 FT v 8 IN (TYP) 1 FT (TYP) - SHOULDER 4-8 FT 3 FT (TYP)i- C awn • TRAVEL LANE 12 FT NOTE: DOWELS TO 8E CONTINUOUS ACROSS DC JOINTS THAT ARE IN HOLLY AVE AND E. 18TH ST INTERSECTIONS. DOWEL BAR DETAIL FOR 0 JOINT 12 FT WIDE SLABS I I7. 60 118+40 KEY MAP N.T.S. 40 118-80 20 J 4+ W Z 65 J f W f +� t 40 SCALE IN FEET HORIZONTAL SCALE 1• = 4O 3 O 0 0 3 a� N 0 a 0 -2 Contracting Company O ate IH V CC cn Z O V cc O W N Z d N lY c n a 0 E E O U " E E U tl E Ua Li t Y } b b U r m b r b t0 n r7 N 0 N SO N 4� J Cti`•�_- 6 Lr w " •••••I•. \� Boa• 18114 oat 07-31-20 CS SAM 9) OsswS at TPV Chocked Sy JCY rso1T•Parlosay Joint Plan.dwq Seals As Shown VVSS Sheet o1 88 92 4683538 Pages: 104 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO a 4 N r r O N O a c co N r s O N W r r a N C t9 a 7 cm aD C a z m 4 5 a O U y a) m tc to c ca S m 9 in m O a 0 a LEGEND © TRANSVERSE CONTRACTION (NO DOWEL BARS) ® DOWELED TRANSVERSE CONTRACTION 1 1 1 1 1 1© TRANSVERSE CONSTRUCTION (WITH TIE BARS) t l l i l l EO LONGITUDINAL CONTRACTION (WITH TIE BARS) l i l i l l OL LONGITUDINAL CONSTRUCTION (WITH TIE BARS) ANA II II I 121+20 _y 121+80 KEY MAP N.T.S. a GALE IN F EL I HORIZONTAL SCALE 1' . It7 On 07-31.10 Qa.,.n Si VVSS 40la o"°i^M8r TPY ' t:h�ckNsr_ JCy MFWT-Parkway Joint Mani:I wo seal. As Show) 4683538 Pages: 105 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO IMO I a hit AWN, IM AIR ANC\ Ike, 111111 P \18114 DPG Mining Site\Drawings\Plan Sheets1Weld County Parkway\JT-Parkway Joint Plan.dwg. 90 Joint Plan Sta 124+80 to 130+40. 12/8/2020 1 12'45 PM LEGEND OC TRANSVERSE CONTRACTION (NO DOWEL BARS) ®C DOWELED TRANSVERSE CONTRACTION © TRANSVERSE CONSTRUCTION (WITH TIE BARS) OE LONGITUDINAL CONTRACTION (WITH TIE BARS) © LONGITUDINAL CONSTRUCTION (WITH TIE BARS) KEY MAP N.T.S. SCALE IN FEET HORIZONTAL SCALE 1- = 4O e. • u a W 2" C 3 O v T 3 a>I in t a G ee. 19114 Dale 07-31-20 Designed 9y enflames JCY rre1T-Parkway Joint Plan.dws Seals As Shown Sheet. Or 4683538 Pages: 106 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO P \18114 DPG Mining Site\Drawings1Plan Sheets1Weld County ParkwayUT-Parkway Joint Plan.dwg, 91 Joint Plan Sta 130+40 to 136+00, 12/8/2020 1:12:46 PM III Mrdicaki441111liii,INIAihilki4PIWIllkiiivi III II I VARIES -32.K .:.0 1321-00 LEGEND TRANSVERSE CONTRACTION (NO DOWEL BARS) DOWELED TRANSVERSE CONTRACTION TRANSVERSE CONSTRUCTION (WITH TIE BARS) LONGITUDINAL CONTRACTION (WITH TIE BARS) LONGITUDINAL CONSTRUCTION (WITH TIE BARS) WELD COUNTY PARKWAY L4. L f:i • n 133,80 134,00 134*40 l s*BO v 2 I O� ti W v/ KEY MAP N.T.S. SCALEIN FEET HORIZONTAL SCALE 1• n 40 OD O C) O inn Z O t� cc O u 40 W 1 f, 3 v 0 e mg _ a>! c t • to �_ 3 r. N i 0 a Qa Joint Plan Sta 130+40 To 136+00 J-2 Contracting Company REVISIONS Gndaiy CorTen:f .`s YI c� Et?, o• oa oo 171 ow Oa U M u n r a CO V C rr 0 n {O n R r d a N ✓4 N N O] N O Z N h C rVS.C' T�11 :�oDI 3686 .71 %. .. e ......• w,6\ Job M Dale 07-31-20 owcom ay WSS oeaws ay WY cnec4d By JCY rdolT-Parkway Joint Plan-ctwg Scale M Shown 18114 Sheet: Of 91 92 4683538 Pages: 107 of 107 02/17/2021 02:02 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County County, CO III KiMihorhillgthiii 11 III BOND NO. 2312108 PERFORMANCE BOND FOR BOARD OF COUNTY COMMISSIONERS OF WELD COUNTY, COLORADO KNOW ALL PERSONS BY THESE PRESENTS, that J-2 Contractin• Co •an , 105 Coronado Court, Unit A-101, Fort Collins, CO 80525, a Corporation, organized under the laws of the State of Colorado, with its principal office located at 105 Coronado Court, Unit A-101, Fort Collins, CO 80525, hereinafter called "Principal", and North American Specialty Insurance Company, of 1200 Main Street #800, Kansas City, NO 64105, 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 One Million, Five Hundred Ninety Thousand, Three Hundred Eight AND NO/100 Dollars ($1,590,308.68), 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) DPG Farms, LLC and Calvin Goza c/o J-2 Contracting Company - USR19-0071, and pursuant to the requirements of said permit, has entered into an Improvements Agreement, dated ij ..21 -eA,2 0 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 One Million, Five Hundred Ninety Thousand, Three Hundred Eight AND NO/100 Dollars ($1,590,308.68), and WHEREAS, at completion of the Project Collateral phase of the Agreement, the amount of this Bond shall be reduced, by rider, to 150 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 Obligee 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 Obligee from all costs and damages which it may suffer by reason of said default, this obligation shall remain in full force and effect; BOND NO. 2312108 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) co4nterparts, each ne of which shall be deemed an original, this 028 day of , 2020. cip`ecre ary/Witness (SEAL) 9/40,0 )/4t Witness as to Surety J-2 Contracting Company Principal By: �X‘SsVEA7T" itle North By: Du rican SpecialtM_Insurance Company e . Huggins, Attorney 4821 Wheaton Drive 1200 Main Street #800 Address -Fact Address Fort Collins, CO 80525 Kansas City, MO 64105 Address 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. SWISS RE CORPORATE SOLUTIONS NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY WESTPORT INSURANCE CORPORATION GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing under laws of the State of New Hampshire, and having its principal office in the City of Kansas City, Missouri and Washington International Insurance Company a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Kansas City, Missouri, and Westport Insurance Corporation, organized under the laws of the State of Missouri, and having its principal office in the City of Kansas City, Missouri does hereby make, constitute and appoint: RUSSELL D. LEAR, K'ANNE E. VOGEL, ROYAL R. LOVELL, KELLY T. URWILLER, STEVEN J. BLOHM, DULCE R. HUGGINS, JOINTLY OR SEVERALLY Its true and lawful Attomey(s)-in-Fact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: FIFTY MILLION (S50,000,000.00) DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on March 24, 2000 and Westport Insurance Corporation by written consent of its Executive Committee dated July 18, 2011. "RESOLVED, that any two of the President, any Senior Vice President, any Vice President, any Assistant Vice President, the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attomey named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached." �vOs��NttAtl try 1Nzjzh St; jt�e 1,4: )06476 t SEAL *s A _ I SEAL :n= Izis, 1973 a.4 - _ ttqs. 3 4f4 i NlJ�� IIIIIn State of Illinois County of Cook ss: On this 4TH day of DECEMBER , 20 18, before me, a Notary Public personally appeared Steven P. Anderson , Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and Senior Vice President of Westport Insurance Corporation and Michael A. Ito Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and Senior Vice President of Westport Insurance Corporation, personally known to me, who being by me duly swom, acknowledged that they signed the above Power of Attomey as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. By — Steven P. Anderson, Senior Vtce President of Washington International Insurance Company & Senior Vice President of North American Specialty Insurance Company & Senior Vice President of Westport Insurance Corporation By Mike A. fro, Serrior Vice President of Washington International Insurance Company & Senior Vice President of North American Specialty Insurance Company & Senior Vice President of Westport Insurance Corporation IN WITNESS WHEREOF, North American Specialty Insurance Company, Washington International Insurance Company and Westport Insurance Corporation have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this this 4TH day of DECEMBER , 20 is . North American Specialty Insurance Company Washington International Insurance Company Westport Insurance Corporation OFFICIAL SEAT. "...................-.......-u-............4 M YENN KY I Notary puhlk - State of Illinois I 1 lay Commission Expires i 12104120M M. Kenny, Notary Public N, I, Jeffrey Goldberg , the duly elected Vice President and Assistant Secretary of North American Specialty Insurance Company, Washington International Insurance Company and Westport Insurance Corporation do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company, Washington International Insurance Company and Westport Insurance Corporation which is still in full force and effect. IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this o141e.0j46 20 p21 Jeffrey Goldberg, Vice President & Assistant Secretary of Washington international Insurance Company & North American Specialty Insurance Company & Vice President & Assistant Secretary of Westport Insurance Corporation Contract Form Entity Information Entity Name* DPG FARMS, LLC New Contract Request Entity ID* x'{00033651 ❑ New Entity? Contract Name* Contract ID IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT 4443 USR19-0071 DPG FARMS, LLC AND CALVIN GOZA C J-2 CONTRACTING COMPANY Contract Lead* Contract Status CTB REVIEW JTRUJILLOMARTINEZ Contract Lead Email jtrujillomartinez@weldgov.c om Parent Contract ID Requires Board Approval YES Department Project # Contract Description* IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT USR19-0071 DPG FARMS, LLC AND CALVIN GOZA C,O J CONTRACTING COMPANY $1,590,308.68 COLLATERAL REQUIRED PROVIDED IN THE FORM OF PERFORMANCE BOND NO. 2312108 Contract Description 2 Contract Type* AGREEMENT Amount* $1,590,308.68 Renewable* NO Automatic Renewal Grant IGA Department PUBLIC WORKS Department Email CM- PublicWorks.weldgov.com Department Head Email CM-PublicWorks- DeptHeadgveldgov.com County Attorney GENERAL COUNTY ATTORNEY EMAIL County Attorney Email CM- COU NTYATTO RN EY @WELDG OV.COM Requested Bf7CC Agenda Date* 02,'08:2021 Due Date 02;04 2021 Will a work session with B©CC be required?* NO Does Contract require Purchasing Dept. to be included? NO If this is a renewal enter previous Contract ID If this is part of a MSA enter MA Contract ID Note_ the Previous Contract Number and Master Services Agreement Number should be left blank if those contracts are not in OnBase Contract Dates Effective Date Review Date* 02;`04. 2022 Renewal Date Termination Notice Period Contact Information Contact Info Contact Name Purchasing Committed Delivery Date Expiration Date* 02'04;2023 Contact Type Contact Email Contact Phone 1 Contact Phone 2 Purchasing Approver Purchasing Approved Date ApprovalProcess Department Head JAY MCDONALD DH Approved Date 02(0312021 Final Approval BOCC Approved BOCC Signed Date BOCC Agenda Date 02;08'2021 Originator JTRUJILLOMARTINEZ Finance Approver CHRIS D'OVIDIO Legal Counsel BOB CHOATE Finance Approved Date Legal Counsel Approved Date 02;03;'2021 02:0312021 Tyler Ref AG 020821 Hello