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Home My WebLink About20193456.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, USR17-0072 - PIONEER LAND COMPANY, LLC, C/O NORTHERN COLORADO CONSTRUCTORS, INC. WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, the Board of County Commissioners held a public hearing on the 5th day of December, 2018, at the hour of 10:00 a.m., in the Chambers of the Board, for the purpose of hearing the application of Pioneer Land Company, LLC, 4401 Coriolis Way, Frederick, CO 80504, do Northern Colorado Constructors, Inc., 9075 CR 10, Fort Lupton, CO 80621, for a Site Specific Development Plan and Use by Special Review Permit, USR17-0072, for Mineral Resource Development Facilities, including Open Pit Mining (sand, gravel and stone) and Materials Processing in the A (Agricultural) Zone District, on the following described real estate, being more particularly described as follows: SW1/4 SE1/4 of Section 1, Township 2 North, Range 67 West; and part of the N1/2 of Section 12, Township 2 North, Range 67 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 Pioneer Land Company, LLC, c/o Northern Colorado Constructors, Inc., with terms and conditions being as stated in said agreement, and WHEREAS, the Board has been presented with Subdivision Bond No. 2277895 from North American Specialty Insurance Company, in the amount of $782,824.00, and WHEREAS, after review, the Board deems it advisable to approve said agreement and accept said Subdivision 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 Pioneer Land Company, LLC, c/o Northern Colorado Constructors, Inc., be, and hereby is, approved. BE IT FURTHER RESOLVED that Subdivision Bond No. 2277895 from North American Specialty Insurance Company, in the amount of $782,824.00, be, and hereby is, accepted. BE IT FURTHER RESOLVED by the Board that the Chair be, and hereby is, authorized to sign said agreement. at-64tAt-e-601t)) q ac: PLCKO/c5R�, Pw(TJ/EP/£.RICH) 09/09 /19 2019-3456 PL2529 IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT - PIONEER LAND COMPANY, LLC, C/O NORTHERN COLORADO CONSTRUCTORS, INC. PAGE 2 The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 31st day of July, A.D., 2019. BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO ATTEST: d�,t44) jd,ei EXCUSED Barbara Kirkmeyer, Chair Weld County Clerk to the Board BY: Deputy Clerk to the Board APP' . Y - I AS T Mike Freeman, Pro-Tem 4. 01 -i-•'7„ ot1 K. James �f7ir unty orney XCUSED Steve Moreno Date of signature: OT/O7//4j 2019-3456 PL2529 sik.w.st-0,56,110 BOARD OF COUNTY COMMISSIONERS PASS -AROUND REVIEW/Regular or Consent Hearing Agenda REQUEST RE: BOCC Agenda Item - Approve Improvements and Road Maintenance Agreement for: Pioneer Land Company, LLC, c/o Northern Colorado Constructors, Inc. — USR17-0072 DEPARTMENT: Public Works DATE: July 18, 2019 PERSON REQUESTING: Tisa Juan icorena Brief description of the issue: The Department of Public Works received a request from the applicant, Pioneer Land Company, LLC, c/o Northern Colorado Constructors, Inc., requesting that the Board of County Commissioners consider approving the Improvements and Road Maintenance Agreement for (USR17-0072). Collateral is required with this agreement and has been secured in the form of a Subdivision Bond in the amount of $782,824.00. Please note, upon final approval and inspection, Weld County will pay a proportional share of 55% of the actual Project Cost. Weld County Public Works, Planning Services and the County Attorney's Office have reviewed the above -mentioned signed original' document and observed the following: • All Public Works related items, of the "Improvements & Road Maintenance Agreement According To Policy Regarding Collateral For Improvements", are found to be acceptable. • This Agreement complies with the terms of the Use by Special Review Permit Resolution, as signed by the Board of County Commissioners. What options exist for the Board? . 1. Have this BOCC Hearing item be placed on the next available agenda as part of the Regular Agenda. Recommendation: Option 1. 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 USR17-0072, and that this item be placed on the next regularly scheduled BOCC Hearing, as part of the Regular Agenda. Approve Schedule as Regular Recommendation Sean P. Conway Mike Freeman, Pro-Tem Scott K. James Barbara Kirkmeyer, Chair Steve Moreno BOCC Hearing hem Other/Comments: 2019-3456 ©-1,31 P1_asa IMPROVEMENTS & ROAD MAINTENANCE AGREEMENT ACCORDING TO POLICY REGARDING COLLATERAL FOR IMPROVEMENTS Pioneer Land Company, LLC, c/o Northern Colorado Constructors, Inc. — USR17-0072 ti THIS AGREEMENT is made this I tO day of It 201 cl, by and between Pioneer Land Company, LLC, 4401 Coriolis Way, Frederick, CO 80504, c/o rthern Colorado Constructors. Inc., 9075 CR 10, Fort Lupton, CO 80621, corporations organized under the laws of the State of Colorado, 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: SW 1 /4 SE1/4 /4 of Section 1, Township 2 North, Range 67 West: and part of the Nl/2 of Section 12. Township 2 North, Range 67 West of the 6th P.M.. Weld County, Colorado hereinafter referred to as "the Property," and WHEREAS, Property Owner has received Board of County Commissioner approval of USR17-0072, and WHEREAS, Property Owner acknowledges that the final approval of USR17-0072 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: Exhibit A-1 — Off -Site Costs of Construction, Exhibit B-1 — Off -Site Construction Schedule. Exhibit A-2 — Future Improvements Costs of Construction (to be attached per section B.3.0). Exhibit B-2 Future Improvements Construction Schedule Triggers (to be attached per section B.4.0). Exhibit C Construction Plans, 2 Exhibit D — Plat Map (recorded simultaneously with this Agreement). and -U 234 U WHEREAS, Property Owner acknowledges they may not operate as described in USR17-0072 until said improvements have been completed and accepted by County, and WHEREAS, Property Owner acknowledges that pursuant to the provisions of Weld County Code Section 23-2-290. the failure to commence construction of the improvements outlined herein within three (3) years of the approval of CASE NUMBER may result in the revocation or suspension of USR17-0072, 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 required by this Agreement when the Board of County Commissioners approves this Agreement. Pioneer Land Company. I.I.C. do Northern Colorado Constructors. Inc. - I'SR 17-0072 - IA19-0020 Page I of 13 NOW, THEREFORE, IN CONSIDERATION OF the foregoing and of the promises and covenants contained herein, the parties hereto promise, covenant and agree as follows: PART 1: 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 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 ROW connecting to the county road system, and off -site drainage and signage installations, as indicated on the accepted Exhibits. On -Site improvements that create more run-off than the historical amount may require off -site drainage improvements to roads and ROW. Any approved access point(s) improvements will include standard County approved tracking control, and may include a double cattle guard set (one right after the other), placed back to back across the entire width of the access, to ensure a complete revolution of the truck tires in order minimize the tracking of mud and debris onto the adjacent County road. Additional Off -Site Improvements to be constructed prior to operation are: 1) Design, re -align. and construct a paved roadway along CR 24 heading east toward intersection of CR 24 and CR 23 and to align center lane with the project access and to include a right turn lane to head south on CR 23 2) Design and construct a left turn lane heading north on CR 23 at the intersection of CR 23 and CR 24, to turn left onto CR 24 heading west 3) Design and construct a right deceleration/turn lane on CR 23 turning east into project access 4) Design and construct a left turn lane to leave the access and head south on CR 23 I• a U—� _i et 0 er • (1 cr •¢.Y Telt% d4,o 00 r NNPIS VmnoU�= E 1.0 Road Improvements Responsibilities. Property Owner is solely responsible for all the off -site designated improvements. These responsibilities may include but are not limited to the following: design, surveys, utility locates, acquisition of ROW, if necessary, dedication of ROW, if necessary, ROW and Access Permits and fees, coordination with oil and gas operators and facilities and affected irrigation facilities, and utilities, traffic control, and project safety during construction. Property Owner shall obey all applicable regulations issued by OSHA, CDOT, CDPHE, and other federal, state, or county regulatory agencies. Property owner will submit collateral to match 100% of the required project improvements. Property owner will be responsible for 100% of the construction and project costs through completion and inspection. Upon final approval. Weld County will pay a proportional share of 55% of the actual cost of the project. It shall be the responsibility of the Property Owner to provide detailed documentation to the County for the invoiced items included as proportional share. Property Owner is responsible for maintaining 100% of the designated improvements through the two-year warranty period. 2.0 Cost of Construction Exhibit. The cost of construction estimates (engineer's estimate) as identified in Exhibit A-1 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 on Exhibit A-1. If more than three (3) years have passed since the last construction cost estimate was provided, the Property Owner shall provide an updated construction cost estimate prior to the start of construction. 3.0 Construction Schedule Exhibit. Exhibit B-1 is provided by the Property Owner indicating the construction schedule for all 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, the attached Exhibit C, 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-1 in order to request the warranty period begin. In the event Pioneer Land Company. L LC. c/o Northern Colorado Constructors. Inc. - USR17-0072 - IA19-0020 Page 2 of 13 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. Property owner is responsible for submitting collateral that covers 100% of the designated improvements. Once construction is completed and satisfactorily inspected, collateral may be reduced to 15% of the 100% submittal for an additional two-year warranty period to ensure the integrity of constructed improvements. 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 ILB, Subsection 3.2.3, of this Agreement. Property Owner shall also provide an electronic copy of the as -built drawings. The as -built drawings shall be stamped, signed, and dated by a licensed and registered Professional Land Surveyor or Professional Engineer. B. Future Off -Site Improvements: 1.0 Traffic Triggers. When the Property's traffic reaches certain safety thresholds as set forth in this agreement, the Property Owner shall design and construct certain road improvements based on the amount of traffic being generated by the site. Property Owner's development may not currently meet the traffic safety triggers requiring the improvements specified below. However, future off -site or phased improvements may be warranted in the future and/or if the haul route changes. Property Owner is required to design, obtain right-of-way, relocate utilities, and construct said auxiliary lanes into or out of their site when all traffic to/from the Property meets the traffic triggers or causes safety concerns. Additional future improvements will be discussed at the time of concern. 2.0 Property Owner's Responsibilities when Future Triggers are Met. Property Owner is solely responsible for all designated improvements and the cost. These responsibilities include but are not limited to the following, as applicable: design, surveys, utility locates, acquisition of ROW, if necessary, dedication of ROW, if necessary, ROW and Access Permits and fees, coordination with oil and gas operators and facilities and affected irrigation facilities and utilities, traffic control, and project safety during construction. Property Owner shall obey all applicable regulations issued by OSHA. CDOT. CDPHE. and other federal. State, or County regulatory agencies. 3.0 Cost of Construction Exhibit. When the trigger is met the Property Owner shall submit Exhibit A-2 within six (6) months of being notified regarding the need for the triggered improvements, indicating the cost of construction estimates (engineer's estimate) to detail the costs used in determining the collateral requirement for the development. Construction costs must be obtained through a registered Colorado Engineer. A registered Colorado Engineer must sign and stamp the construction cost exhibit for sites that have project collateral. New or additional collateral may be required for the triggered improvements. If required, collateral shall be submitted at the same time as Exhibit A-2. Exhibit A-2 shall be attached to this Agreement and incorporated herein once approved by the County. 4.0 Construction Schedule Exhibit. When the trigger is met the Property Owner shall submit Exhibit B-2 within six (6) months of being notified regarding the need for the triggered improvements, indicating the construction schedule, including completion date for the improvements. Property owner shall not commence construction of improvements prior to approval of the Construction Plans and receipt of the appropriate Grading Permit. Access Permit, and/or ROW Permit. Property Owner shall complete all improvements in accordance with the construction schedule exhibit. The construction of the triggered improvements shall be completed within the specified timeframe, which may not exceed three (3) years Pioneer Land Company_ LLC. c/o Northern Colorado Constructors. Inc. - USRI7-0072 - IA19-0020 Page 3 of 13 from the date the trigger is first met. Year 1 design deadline: Year 2 ROW/Utilities; Year 3 Construction. Property Owner shall collateralize 100% of the cost of the construction improvements, including design, right-of-way, and utility relocation cost within six months of being notified of meeting the triggers. Exhibit B-2 shall be attached to this Agreement and incorporated herein once approved by the County. 5.0 Collateral. Collateral for any additional improvements required by the triggers may be required by the BOCC. 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. 6.0 As -Built Plans. "As -built" plans shall be submitted at the time the letter requesting release of collateral is submitted or once the Property Owner has completed improvements as described in Part II.B, Subsection 3.2.3, of this Agreement. Property Owner shall also provide an electronic copy of the as -built drawings. The as -built drawings shall be stamped, signed, and dated by a licensed and registered Professional Land Surveyor or Professional Engineer. C. Haul Routes: The Property Owner shall be financially responsible for its proportional share of the County's costs associated with 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) North on CR 23 into the site: South out of the site onto CR 23 2.0 Haul trucks shall enter and exit the site at the approved access(es) on CR 23 and travel only north toward/into the site and exit traveling south on CR 23 for further dispersal. Any County roads used by USRI 7-0072 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), Weld County 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 12 -month period shall authorize the County to change the haul/travel routes designated herein, and provide notice to the Property Owner. 2 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 0_s by drivers leaving the facility and which clearly depict County approved travel routes. arm • `� 6.0 No Deviation from Permitted Haul Routes. Except as authorized by the Board pursuant to this aw Agreement, no use of any roads other than those specifically authorized for use in this Agreement is m ��3� permitted without the prior written amendment of this Agreement. w •. i D. Maintenance Requirements: Oxon LLo_ 0 .�tramo 1.0 Off -site recurring maintenance, if applicable, as required by the Board: asC ± Welt_ m� a aft No N�YIN- .y - 41,111. 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 Pioneer Land Company. LLC. c/o Northern Colorado Constructors_ Inc. - L$RI7-0072 - IA 19-0020 Page 4 of 13 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 such repair is not commenced within such forty-eight (48) hour period. County shall have the right to draw on the Road Maintenance Collateral and use such funds to perform such repair. If Property Owner identifies Significant Damage prior to receiving notice thereof from County, Property Owner may commence repair of such Significant Damage and shall concurrently notify County of the extent, type, timing, materials and quality of repair (i.e. temporary versus permanent). 4.0 Repair of Road: On or before December 31 of the calendar year in which County staff has determined through site analysis and/or pavement testing that a particular haul/travel route road portion will require paving measures in order to protect the public health, safety, and welfare, and the County has budgeted sufficient funds for the following calendar year to pay its share of the Off -Site Improvement/Repair Costs. County shall notify Property Owner in writing that the Off -Site Improvements/Repairs shall be undertaken. Within ninety (90) days of its receipt of County's notice of the need to undertake the road maintenance repairs and/or improvements. Property Owner shall submit Off -Site Construction Plans and Cost Estimates to County for review. Property Owner shall have sole responsibility for the completion of the repairs and/or improvements on or before December 15 of the year following County's notice of the need for repairs. 5.1 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. 0.7-; U � _t■ GaWG �3 as LL8 en Er a41. glinY m0� NN tnE inco 5.0 Calculation of Property Owner's Proportional Share of Repair/Maintenance Costs. The County shall notify Property Owner of County's preliminary determination and assessment of Property Owner's proportional share of costs of maintenance, repair. or improvements to Property Owner's designated haul/travel routes. Prior to County's final determination and assessment, County shall provide Property Owner with a reasonable opportunity to review. comment upon and supplement County's data. collection methodology. and determinations. The County shall review and consider Property Owner's input prior to making a final determination and assessment. The County shall have sole responsibility for determination of Property Owner's proportional share of costs. Property Owner agrees to pay such proportional share of costs within 30 days of receiving an invoice from County. 7.0 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 become available. 8.0 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 Pioneer Land Company. Ilk. do Northern Colorado Constructors. Inc. - SR17-0072 - IA19-0020 Page 5 of 13 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, identified on the accepted Construction Plans according to the construction schedule set forth in the construction schedule exhibits. The required engineering services shall be performed by a Professional Engineer and Land Surveyor registered in the State of Colorado. and shall conform to the standards and criteria established by the County for public improvements. The required engineering services shall consist of. but not be limited to: surveys, designs. plans and profiles. estimates, construction supervision, and the submission of necessary documents to the County. 2.0 Rights -of -Way and Easements. Before commencing the construction of any off -site improvements herein agreed upon for public ROW or easements, Property Owner shall acquire. at its sole expense, good and sufficient ROW and easements made necessary for the improvements. The County will not exercise eminent domain on behalf of Property Owner. All such ROW and easements for the construction of roads to be accepted by the County shall be conveyed to the County on County -approved forms and the documents of conveyance shall be furnished to the County for acceptance with express written authority of the BOCC and recording. 3.0 Construction. Property Owner shall furnish and install, at its own expense, the improvements (and any drainage -related structures required by any MS4 permit) identified on the accepted Exhibits and shall be solely responsible for the costs listed on the cost of construction exhibits, with the improvements being completed also in accordance with the schedule set forth in the construction schedule exhibits. The Board of County Commissioners, 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. 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" and the Weld County Engineering and Construction Guidelines. Pioneer Land Company. I.I.C. do Northern Colorado Constructors. Inc. - LSR17-0072 - IA10-0020 Page 6 of 13 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 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 is governed by the Weld County Code. I.I 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. 12 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. 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 from and 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. Road Maintenance Collateral may be withheld from and at the time of release of Warranty Collateral, or may be submitted separately by Property Owner. 32 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: Pioneer Land Company_ LLC. c/o Northern Colorado Constructors_ Inc. - USR17-0072 - IA19-0020 Page 7 of 13 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 B.3.2.3. above, and shall request County inspection of the 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. C!` il O U m�W ��3m Ge. Oel! LO co -• �r as cc� Y T 041. • • Go cn INN° NAY` inc y et e 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. Pioneer Land Company_ [IC. c/o Northern Colorado Constructors. Inc. - USRI7-0072 - IA19-0020 Page 8 of 13 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. Access and Right -of -Way Permits: 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 V of Chapter 12 of the Weld County Code. 2.0 Right -of -Way (ROW) Permits. Per Article IV 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. 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. 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 Pioneer Land Company. LLC. do Northern Colorado Constructors. Inc. - USRI7-0072 - IA19-0020 Page 9 of 13 in its sole discretion by proceeding with revocation under the then current provisions of the Weld County Code. 3.0 events: Termination of Agreement. This Agreement shall terminate upon the earliest of the following 3.1 Failure to Commence. County may terminate this Agreement upon or after revocation of the underlying land use approval under Weld County Code Section 23-2-290. However, County may still exercise all necessary activities under this Agreement that the County 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. 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. Pioneer Land Company. LLC. do Northern Colorado Constructors. Inc. - USR 17-0072 - IA19-0020 Page 10 of 13 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 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. 5.0 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. 6.0 Choice of Law/Jurisdiction. Colorado law, and rules and regulations established pursuant thereto, shall be applied in the interpretation, execution, and enforcement of this Agreement. Any provision included or incorporated herein by reference which conflicts with said laws, rules and/or regulations shall be null and void. In the event of a legal dispute between the parties, the parties agree that the Weld County District Court or Federal District Court for the District of Colorado shall have exclusive jurisdiction to resolve said dispute. 7.0 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. 8.0 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 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. 9.0 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. 10.0 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. Pioneer Land Company. LLC. c/o Northern Colorado Constructors. Inc. - USRI7-0072 - IAl9-0020 Page I I of 13 11.0 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. 12.0 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. 4613272 Pages: 12 of 40 08/09/2019 10:43 AM R Fee:$0.00 Carly Koppel', Clerk and Recorder, Weld County, CO uut1 MtInYip K I%k►tiY►14 rah ii II Pioneer Land Company. LLC. c/o Northern Colorado Constructors. Inc. - :SR I7-0072 - IA19-0020 Pane 12 01'13 PROPERTY OWNER: Pioneer Land Company, LLC By: Name: lvob etmhLl/ Title: Date: 7- - /9 LESSEE (IF APPLICABLE): Northern Colorado Constructors, Inc. By: Name: C,\7-, lyoa.Q Title: Tc'ec - J -- STATE OF COLORADO County of Weld Date: ss. tfi The foregoing instrument was acknowledged before me this LIE day ofJ 20lq, by _geY1Vl.e WITNESS my hand and official seal. MELISA HANSFORD NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20074038662 MY uommibwOnl EXPIRES OCT.14, 4019 Notary Public WELD COUNTY: ATTEST: Weld C BY: Clerk to the Bo Deputy Cle BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO to t ie BoMike Freeman, Pro -Tern JUL 3 1 2019 4813272 Pages: 13 of 40 08/09/2019 10:43 AM R Fee:$0.00 Carly Koppel', Clerk and Recorder, Weld County, CO iv ilid Il)IPh51fili 14 Mall NW, II H Pioneer Land Company. I.I.C. do Northern Colorado Constructors. Inc. - USRI7-007? - In19-0020 Page 13 of 13 T 1114 J& Consulting, Inc. Opinion of Probable Construction Costs © 2019 J&T Consulting. Inc. Northern Colorado Constructors 7/17/2019 CR 23 & CR 24 Improvements Item Number Description Quantity Unit Unit Price Total Price CR 23 & CR24 Improvements General Items 1 Project Mobilization/Demobilization 1 LS $20,000 $20,000 2 Traffic Control 1 LS $40,000 $40,000 3 Erosion Control 1 LS $12,000 $12,000 4 Vacuum Truck / Probe Potholing 1 LS $5,500 $5,500 5 Construction Staking 1 LS $7,500 $7,500 Roadway Infrastructure 6 New Striping - Double 4 in Yellow 1,175 LF $4 $4,700 7 New Striping - Single 4 in White 5,425 LF $2 $10,850 8 New Striping - 8 in White Channel 1,095 LF $4 $4,380 9 New Striping - Yellow Median Cross Hatch Including Border 1,540 SF $6 $9,240 10 Furnish & Install Ground Sign (turn only, stop, no through) 5 EA $385 $1,925 11 New 24" Wide Preformed Thermoplastic Stop Bar - White 53 LF $50 $2,650 12 New Preformed Thermoplastic Turn Arrows - White 62 SF $500 $31,000 13 New Preformed Thermoplastic Text - "Only"- White 90 SF $500 $45,000 14 New Preformed Thermoplastic Thru Arrows - White 50 SF $500 $25,000 15 2 in Hot Mix Asphalt Pavement Top Lift in Widening CDOT Grade SX PG 64-28 (100) 675 TON $118 $79,632 16 3 in Hot Mix Asphalt Pavement Base Lift in Widening CDOT Grade S PG 64-22 (100) 1,013 TON $118 $119,448 17 9 in Class 6 Roadbase Under Widening Pavement 1,635 CY $42 $68,670 18 Earthwork - Cut to Subgrade 2,660 CY $6 $14,630 19 Earthwork - Fill to Subgrade 3,540 CY $15 $53,100 20 Muck excavation, 2ft depth assumed 1,000 CY $20 $20,000 21 Remove & Dispose Existing Asphalt (approximately 6") 1,760 SY $7 $12,320 22 Sawcut Existing Pavement for Clean Edge 1 ft Inside Edge of Existing Pavement 2,665 LF $3 $6,663 23 Excavate to Subgrade (9 in Depth) Under 1 ft Asphalt Strip Removal 75 CY $20 $1,500 24 Clear & Grub 2.6 AC $2,600 $6,760 4813272 Pages: 14 of 40 08/09/2019 10:43 AM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County, CO VIII l��.rl'J��I ti'F' 'f i iwia'��IiII�I �4'r i 1I II 1 LI Opinion © 2019 J&T Northern Colorado Constructors J&T Consulting, Inc. 7/17/2019 of Probable Construction Costs CR 23 & CR 24 Improvements Consulting, Inc. Item Number Description Quantity Unit Unit Price Total Price 25 3 in Asphalt Mill and Overlay CDOT Class SX PG 64-28 (100) 570 TON $164 $93,380 26 3 in Asphalt Overlay CDOT Class SX PG 64-28 (100) 382 TON $129 $49,170 27 Reset Manhole Rim 1 EA $850 $850 Drainage Swale & Culvert 28 Ditch Grading - fill (2 ft Deep V -Ditch) 300 CY $8 $2,400 29 Ditch Grading - Cut (2 ft Deep V -Ditch) 105 CY $11 $1,155 30 14"x23" CLASS III HERCP 78 LF $90 $6,991 31 14"x23" Flared End Seciton 2 EA $1,200 $2,400 32 3' Deep x 8" Wide Cut -Off Wall 1 LS $700 $700 33 18 in CMP 42 LF $45 $1,890 34 18 in CMP Flared End Section 2 EA $250 $500 Other Items 35 Seeding Restoration, Including Grading, Soil Prep 2.6 AC $2,600 $6,760 36 Relocate Barbed Wire Fence 2,120 LF $6 $11,660 37 Relocate Power Pole 1 EA $2,500 $2,500 Total $782,824 4513272 Pages: 15 of 40 08/09/2019 10:43 AM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County, CO iii lirri'lif I�ti�l ��+h�l4h� 'I�rl��t ��i'�.�F'I �+�li 11111 7/17/2019 CR 23 and CR 24 Improvements Attrfl www. ncconstructors. cam D Task 0 Mode Task Name Duration 'Start Finish August 2019 28 30 1 3 5 9 11 13 15 17 19 21 September 2019 23 25 27 29 31 2 4 6 8 10 12 14 16 18 20 1 2 3 4 5 6 7 8 9 10 11 MP EP MP 4 Mobilization and Construction 1 day Thu 8/1/19 Thu 8/1/19 Staking Place Traffic Control and do 2 days Fri 8/2/19 Mon 8/5/19 Potholing Erosion Control 1 day Tue 8/6/19 Tue 8/6/19 Clear and Grub 1 day Wed 8/7/19 Wed 8/7/19 4 Earthwork 5 days Thu 8/8/19 Wed 8/14/19 install 14"x23" Class III HERCP 2 days Thu 8/15/19 Fri 8/16/19 and Appurtenances Install 18" CMP and 1 day Mon Mon 8/19/19 Appurtenances 8/19/19 Subgrade Prep, Asphalt, and 17 days Tue 8/20/19 Wed 9/11/19 Striping 3 IN Mill and Overlay 3 days Thu 9/12/19 Mon 9/16/19 Grading/Soil Prep/Seeding for 1 day Tue 9/17/19 Tue 9/17/19 Restoration Installation of Relocated Barbed 1 day Wed Wed 9/18/19 Wire Fence 9/18/19 XI 1 4513272 Pages: 1e► of 40 08/09/2019 10:43 AM R Fee:$0a00 $0 a 00 Curly Kopp.■, Clerk and Recorder, Weld County, CO III ittirdinilviNitilkilliq NOIMYillyi lip III Project: Bennett Road lmproverr Date: Wed 7/17/19 Task Split Milestone Summary Project Summary Inactive Task Inactive Milestone P Inactive Summary Manual Task Duration -only Manual Summary Rollup Manual Summaryral I Start -only Finish -only External Tasks External Milestone L Deadline Progress Manual Progress Page 1 NORTHERN COLORADO CONSTRUCTORS, IN CR 23 & CR 24 IMPROVEMENTS OWNER Northern Colorado Constructers, Inc. Chris Tedal Weld County Rood 10 Fort Lupton, .CO 80621 303-857-1754 ENGINEER J&T Consulting Inc. its York 305 Denver Ave., Ste. 0 Fort Lupton, CO 80521 303-857 -6222 6222 Eax l 303-S57- 5224 lltr wMtn bed Cal before you dig. LOCATED IN PART OF NE, SW, & SE 1/4 SECTION 12, T2N, R67W OF THE 6TH P.M. COUNTY of WELD, STATE of COLORADO OCTOBER, 2018 SURVEYOR Arn,ertcon West Land Surveying Co. 331 South 4th AVenue P.O. Box 129 Brighton, CO 80&D1 3163-659-1532 GEOTECHNICAL/SOIL INVESTIGATIONS Cesare, Inc. 7108 S Mon Way, Bldg. B Centennial, CO 80112 303-220-0300 CR 24 IC90 500 a .4500 4 SITE CR 22 la • SCALE N FEET HORIZONTAL CONTROL: PROJECT CONTROL COORDINATE TABLE PT A' NORTHING FASTING ELEVATION DESCRIPTION 12 14 1302052.99 1299416.16 3182965.28 3182972.40 4855.20 4862.15 3/4" REBAR WITH 2 1/2" ALUMINUM CAP, PLS 13482 IN MONUMENT BOX. 4' REBAR WITH 2" ALUMINUM CAP,PLS 25937 IN MONUMENT 80X- it;fi,,� :.I � `ifs td a ry r,rr?igi u . r SENNETT GRAVEL F1'I -.R VICINITY MAP SCALE 1" = lOOLF .if a �. HORIZONTAL, COORDINATES SHOWN HEREON ME D UPON THE COLORADO STATE PLANE CCOFIIFNATE SYSTEM. NORTH ZONE 0501 MD HAVE BEEN MODIFIED TO GROUND 0' A FACT DR Or G.nn972SS33S2 { 1.000270539BL ALL ELEVATIONS SHOWN HEREON ARE BASED UPON STATIC CPS OBSERVATIONS POST PROCESS D THROUGH 1HE NATIONAL GEODETIC SURVEY'S ONLINE POSITIONING USER SERMCE (OPUS) AND ARE REPORTED IN NM) S (GEOID 12rA). 4513272 Pages: 17 of 40 08/09/2018 10:43 All R Fee:$0,00 $0 , 88 Carly Kappa's, Clerk and Recorder, Wald County, CO �1IIPIPAIMMAM y1is a1 X111M SHEET INDEX 1 2 3 4 S 6-8 9 10 11 12018 19-20 21 22-24 James C. York, I9CE. Cover Sheet General Notes Demolition Plan CR 23 Horizontal Control/State Highway Access Code Criteria CR 24 Horizontal/Vertical Control/State Highway Access Code Criteria CR 23 & CR 24 Road Grading & Erosion Control Drainage Swale CR 23 Culvert Plan & Profile Erosion Control Details Roadway Cross -Sections Striping Plan Utility Plan Traffic Control & Phasing Plans LEGEND: ss _ 4E G E SEND SS S — --359p_ PROPERTY LUNE SECTION LINE 'EXISTING FENCE LINE OVERHEAD ELECTRIC LINES EXISTING TELEP'NONE EXISTING GAS LINE EXISTING WATERLINE EXISTING POWER EXISTING ROW PROPOSED ROW PROPOSED CULVERT EXISTING EDGE OF ASPHALT EXISTING WATER/O TCH EXISTING CONTOURS PROPOSED CONTOURS ELECTRIC RISER BOX GUY WIRE POWER POLE SILT FENCE SEDIMENT CONTROL LOOS CONCRETE WASH AREA. Engineer's Certification I hereby certify that these plans for the construction of the CR 23 & CR 24 Improvements were prepared by me or under my direct supervisbn for Northern Colorado Constructors, Inc. a r5 NI re h! I CD 40 co C rs e -78 = J 1=� CI O 0. to C • 2 eft te cel 011 Cover Sheet Northern Colorado Constructors, Inc. Q 5 W C4 O 5- 0 •L.) 2 a ec ti�\Pb t iiVNLpYJk ncC4,741'f 36946 Tff'y? p.�� ,_ Jar > 1 it Wan th Posim00, Chack+p.Eh1 JICY Eli .tT-Bennett. access wear saw As Shown 111110. 11.29.10 INSS Sheet: Colorado Registration No. 38546 1 24 GENERAL NOTES 1. THESE PREMISES ARE SUBJECT TO ANY AND ALL EASEMENTS, RIGHTS OF WAY, VARIANCES AND OR AGREEMENTS AS OF RECORD MAY APPEAR. 2. THE SURVEY WAS CONDUCTED DURING THE MONTH OF JUNE, 2017. 3. ELEVATIONS PROVIDED ON THESE DOCUMENTS WERE BASED ON ELEVATIONS PROVIDED BY AMERICAN WEST LAND SURVEYING COMPANY. 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 WITHIN WELD COUNTY RIGHT OF WAY ON ROADWAYS MAINTAINED BY WELD COUNTY SHALL BE BUILT PER THE LATEST REVISION OF THE COOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THE TESTING OF THE WORK ON WELD COUNTY ROADWAYS SHALL BE PER THE LATEST REVISION OF THE ODDT FIELD MATERIALS MANUAL. 8. CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES TO OBTAIN ALL NECESSARY UTILITY LOCATES AT LEAST 72 HOURS BEFORE BEGINNING CONSTRUCTION. 7. THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN 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 UTIUTIES ALONG THE ROUTE OF THE WORK. THE CONTRACTOR SHALL FIELD VERIFY SIZE AND LOCATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. BACKFILL AND COMPACT TO MATCH EXISTING CONDITIONS AND REPAIR OR REPLACE ANY EXISTING PIPING, WIRING, LANDSCAPE, SIDEWALK OR CURB THAT IS DAMAGED BY OR IS THE RESULT OF THIS CONSTRUCTION. 8. NO VARIANCE FROM THE PLANS SHALL BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY WELD COUNTY. 9. ALL PHASES OF WORK SHALL BE INSPECTED AND APPROVED BY WELD 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. IF DEWATERING IS REQUIRED, A STATE CONSTRUCTION DEWATERING DISCHARGE PERMIT IS REQUIRED FOR DISCHARGES TO A STORM SEWER, CHANNEL, IRRIGATION DITCH, ANY STREET THAT IS TRIBUTARY TO THE AFOREMENTIONED FACILITIES, OR ANY WATER OF THE UNITED STATES, 13. ALL CONSTRUCTION ACTIVITIES MUST COMPLY WITH THE STATE OF COLORADO PERMITTING PROCESS FOR "STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY." FOR INFORMATION, PLEASE CONTACT THE COLORADO DEPARTMENT or HEALTH, WATER QUALITY CONTROL DIVISION, 4300 CHERRY DRIVE SOUTH, DENVER, COLORADO 80248-1530. ATTENTION: PERMITS AND ENFORCEMENT SECTION. PHONE 303-692-3500. 14. THESE CONSTRUCTION PLANS ARE TO BE USED IN CONJUNCTION WITH THE GEOTECHNICAL INVESTIGATION AND ENGINEERING DESIGN RECOMMENDATIONS PREPARED BY CESARE, INC. 15. PROTECT ALL EXISTING WETLANDS. 18. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION AND SEDIMENT CONTROL MEASURES AT ALL TIMES DURING CONSTRUCTION. 17. ALL CONSTRUCTION ACTIVITIES MUST COMPLY WITH THE STATE OF COLORADO PERMITTING PROCESS FOR "STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY." FOR INFORMATION, PLEASE CONTACT THE COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL DIVISION, 4300 CHERRY DRIVE SOUTH, DENVER, COLORADO 80246-1530. ATTENTION: PERMITS SECTION. PHONE 303-692-3500. 18, PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL UTILITIES TO COORDINATE SCHEDULES. 19. THE CONTRACTOR SHALL REGULARLY PATROL THE PUBLIC LANDS ADJACENT TO THE PROJECT, REMOVE CONSTRUCTION DEBRIS AND KEEP AREAS CLEAN AND SAFE. 20. THE CONTRACTOR IS RESPONSIBLE FOR DEVELOPING AND IMPLEMENTING A SEQUENCE AND SCHEDULE FOR COMPLETION OF THE WORK IN ACCORDANCE WITH APPUCADLE PROVISIONS OF THE CONTRACT DOCUMENTS. 21. READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION DETAILS FOR THIS RELATED WORK PRIOR TO CONSTRUCTION. 22. VERIFY SITE ELEVATIONS PRIOR TO CONSTRUCTION. 23. THE CONTRACTOR SHALL PROCURE ALL PERMITS AND LICENSES, PAY ALL CHARGES AND FEES INCLUDING, BUT NOT LIMITED TO, ALL INSPECTION CHARGES OF AGENCIES HAVING APPROPRIATE JURISDICTION. FOR THE ROW PERMIT AN APPLICATION INCLUDING TRAFFIC CONTROL MUST BE SUBMITTED TO AMY MUTCHIE AT LEAST TWO (2) WEEKS PRIOR TO BEGINNING CONSTRUCTION. 24. CONTRACTOR SHALL PROVIDE AS -BUILT DRAWINGS OF ENTIRE PROJECT, AS SPECIFIED, UPON FINAL COMPLETION OF PROJECT. PAVEMENT 1. THE CONTRACTOR SHALL VIDEOTAPE THE EXISTING CONDITIONS BEFORE CONSTRUCTION. 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.THE ASPHALT THICKNESS FOR PAVEMENT REPAIRS SHALL MATCH THE EXISTING PAVEMENT THICKNESS OR THE THICKNESS SPECIFIED BELOW FOR THE VARIOUS STREET CLASSIFICATIONS, WHICHEVER IS GREATER. FILL ALL FILL TO BE MIN R40 MATERIAL. • SEDIMENT AND EROSION CONTROL: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEDIMENT AND EROSION CONTROL AT THE SITE THROUGHOUT CONSTRUCTION. 2. BEST MANAGEMENT PRACTICES (AMP'S) SHALL BE USED AS NECESSARY TO ADDRESS SEDIMENT AND DUST FROM SITE DISTURBANCE. ADDITIONAL MEASURES MAY BE REQUIRED AT THE DIRECTION OF THE ENGINEER. 3. BMP'S MAY INCLUDE, BUT ARE NOT LIMITED TO: MINIMAL DISTURBANCE FOR MINIMAL TIME PERIODS GRAVEL CONSTRUCTION ENTRIES SILT FENCE, STRAW BALE OR SAND BAG BARRIERS, ROCK CHECK DAMS STORM SEWER INLET PROTECTION SEDIMENT CAPTURE PONDS SITE WATERING FOR DUST SUPPRESSION 4. 6MP'S SHALL BE MAINTAINED AND KEPT IN GOOD REPAIR FOR THE DURATION OF THE PROJECT. THE CONTRACTOR SHALL INSPECT BMP'S WEEKLY AND AFTER SIGNIFICANT (GREATER THAN 0.1" PRECIPITATION) STORM EVENTS. THE MAINTENANCE AND REPAIR SHALL BE COMPLETED IN A TIMELY MANNER. SEDIMENT AND DEBRIS SHALL BE REMOVED WHEN THEY REACH HALF THE BMP HEIGHT OR IMPACT THE FUNCTION OF THE BMP. 5. SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING AND PERIMETER SILT FENCING. SOILS THAT WILL BE STOCKPILED FOR MORE THAN 30 DAYS SHALL BE MULCHED AND SEEDED WITH A GRASS COVER WITHIN 14 DAYS OF STOCKPILE CONSTRUCTION. 6. THE CONTRACTOR SHALL INSURE THAT ALL LOADS OF CUT AND FILL SOILS IMPORTED TO OR EXPORTED FROM THE SITE ARE PROPERLY LOADED AND COVERED TO PREVENT LOSS DURING TRANSPORT. 7. THE CONTRACTOR SHALL REMOVE ALL SEDIMENT, MUD, AND CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT FROM FLOWLINES AND PAVEMENT OF PUBLIC STREETS IN A TIMELY MANNER. 6. SOILS EXPOSED DURING LAND DISTURBING ACTIVITY SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISCING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION OR OTHER PERMANENT EROSION CONTROL IS IN PLACE. NO SOILS SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL IS INSTALLED UNLESS OTHERWISE APPROVED. 9. ALL TEMPORARY SEDIMENT CONTROLS WILL BE REMOVED WITHIN 30 DAYS AFTER THE FINAL STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, WHICHEVER OCCURS FIRST. 10. NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED WHENEVER POSSIBLE. EXPOSURE OF SOIL TO EROSION BY REMOVAL OR DISTURBANCE OF VEGETATION SHALL DE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 4513272 Pages: 18 of 40 05/09 /2019 10:43 AM R Fail , $10 . e@ (Carly Koppel, Clark and Rapardsr, Weld County CO ill VJFla Ph:101WitlitkmALROMAri'dKiiiktill 305 Denver Avenue - Suite D General Notes co e L NE S 2 C U is 0. pitil sC to D O Z - t ri) z 5 W cc C 1-1 a C 4A cI to Ecr ea C" N In I rr a a r �y a` dirty 41iy 'fai.eist 5J Jabs 44 _ 18116 ii.2.1t! YtISS TRY ChixtodDr JCY Fop TAtees% NVler. Scala Sheet: or 24 0+00- SAWCUT AND REMOVE 1 FT EXISTING ASPHALT 3+50- - X • -T 3" MILL AND OVERLAY i • i - REMOVE AND RESET BARBED WIRE FENCE TO ROW LINE COUNTY ROAD 23 CLEAR AND 0$UB 3" MILL AND OVERLAY ist 1 FT CLEAR AND GRUB W le ix 1 FT CLEAR AND GRUB 3" OVERLAY RESET MANHOLE RIM. NCC WILL COORDINATE WITH ANADARKO TO RESET AND PROVIDE H520 RATED TOP COUNTY ROAD 24 •9 — 4 • I Sic SAWCUT AND REMOVE 1 FT EXISTING ASPHALT REMOVE EXISTING ASPHALT a O C a 1 REMOVE AND RESET BARBED WIRE FENCE TO ROW LINE COUNTY ROAD 33 P MATCHLINE1 B REMOVE AND RELOCATE POWER POLE. NCC WILL COORDINATE WITH UNITED FOR RELOCATION t a REMOVE AND REPLACE STOP SIGN }�I•��- -i;E= X43_ t - - a.-- • 3 z z weir 'I • I CLEAR AND GRUB POWER 0 cin ox SAWCUT AND REMOVE 1 FT EXISTING ASPHALT sm.= s i _+ '__a m�r•n _Y <"\\, CLEAR AND GRUB -- REMOVE AND RESET BARBED WIRE FENCE TO ROW LINE 3N11HOJ.YN i Y FT 1 FT W z I 2 CLEAR AND GRUB / 3" OVERLAY RESET MANHOLE RIM. NCC WILL COORDINATE WITH ANADARKO TO RESET AND PROVIDE HS20 RATED TOP REMOVE AND RESET BARBED WIRE FENCE TO ROW LINE CLEAR AND GRUB !S 11. • d Fr 'G- ,?) C 1 • Z ft1 ! MATCHLINE REMOVE AND RELOCATE POWER POLE. NCC WILL COORDINATE WITH UNITED POWER FOR RELOCATION r_ � 4a 20+00 4513212 Pages: 19 of 40 08/09/2019 10:43 AM R Fee,$0.00 Car i # XOPPOs I Clerk and Reoordgr. , Wald County CO ��■��+�� I�� I Ml iiIIALg kith i H 1i I 3' MILL AND OVERLAY SAWCUT AND REMOVE 1 FT EXISTING ASPHALT CANTRELL PROPERTY EA4`MA CE REMOVE AND RELOCATE POWER POLE. NCC WILL COORDINATE WITH UNITED POWER -�,QREL4TFQN H -OAS LINE MARKERS TO BE REMOVED RESET MANHOLE RIM. NCC WILL COORDINATE WITH ANADARKO 'TO RESET AND PROVIDE H520 RATED TOP LEGEND: CLEAR AND GRUB SAWCUT AND REMOVE 1 FT EXISTING ASPHALT 3' MILL AND OVERLAY 3' OVERLAY REMOVE EXISTING ASPHALT 50 25 0 50 108 150 SCALE IN FEET riS U 1.5 4 tT rO= Eh ma p�p 1 C o G T ay I°L d o N ci A al OO, CJ LLc n O E U, • E 2 C N cc 05 11 tE Demolition Plan 0 ■ c 0 L #il 2 U le 3 L re re In o EfJ z a 5 ce IL L O O 01 0 m Ll an al VI - D z O4 NS op ipr $ft. 36B4G - , 7. tr.,9 ifs, ',urn iwrovo• 1e11s 111.20_19 TPY TPY rtkoda. JOY fur NItagainallladm •FkId1 saga 1 '=50_' Sheet: Of: 4 2 r C7 , CA 0) Q 04 N r CD C (I) 2 a E LL co � C ;v giC u-� a co 2 cc r0. m L co U7 ch 0 D. 0 is ED r.r 0_ CR23 0+00 0+50 STA; 0+73.21' WWI.; 13,02 L N: 1300870.04 E; 3182953.13 1+00 Nit 2+50 i EXIS11NG EDGES OF ASPHALT & LANE LINE STA: 8+43.17 OFFSET; 27.00 L N: 1.301640.01 E; 318293847 +ION TAPER (18.5:1 X 14 FT WaOTH) 10n —I 12 FT — Li - 770 FT REDIRECT TAPER TO TIE INTO EXISTING (55:1 X 14 FT MOTIiO STA: 11+33,92 OFFSET: 27.00 L N: 1301930.15 E: 3182938.42 ••-•• seemeambabiadMaIlltS _ 4 l: GOO FT TAPER/DECEL LENGTH —14 FT ADDITIONAL ROW - MATCHLINE I EXISTING EDGE OF ASPHALT & LANE LINE d 25 FT STORAGE TAPER (18.5:1 X 12 FT WlO11-O Sito 1 "'i'Gn1"- 1T I STA: 8+06.15 OFratI; 25 ,00 0 N; 1301603.00 E: 3182990.48 12 FT PROPOSED EDGE OF ASPHALT & LANE LINES 600 FT TAPER/DECEL LENGTH 12 FT LEXISTING 60 FT ROW STA: 11+47.62 moo 00 FL N; 1301944.47 E: 318,2990.42 SCR 2 IL Nita 1 CR 23 CENTERLINE Line Table: Alignments Line # Length Direction Start Point End Point 55418 N0' 04' 13.07"W (31B2966.23,1300795.85) (3182965.52,1301381.03) L1 L2 624.99 NO' 00' 35.22" W (3182965.52,1301381.03) 1(3 i 82965.41,1302006.02) L3 73.38 NT 16' 23.74"E (3182965.41,1302006.02) (3182958.32,1302079.30 I 770.31 ND' O3' 13.76"E (3182968.32,1302079.35) (3182969.04,1302B49 65) L4 80 FI ,7C ME !II STA, 8+84,08 OFFSET: 12.99 Ft N: 1301380,94 E: 3182978.51 o 1 33 taI I 12+50. 12 FT I I L4 I O 91k 8+43.17 OFFSET: 2 7.0 0 L N0. 1301540,01 E: 318293E 47 259 FT TRANSITION TAPER 5(18,5:1 X 14 FT YyiDTFI) 10 FT wimmwesammwammemplirm;;Wweaflivemmmws !I STA: 8+05,16 12 FT STA; 11+33,92 OFFSET: 27.00 L N. 1301930.75 E: 3182935..42 60D FT TAPER/NOEL LENGTH 14 FT AODIT1ONAL ROW ' 25 FT STOPA,CE '9+00 11 --L2 —222 FT TRANSITION TAPER (18.5:1 X 12 FT WOITNIle MATCHLINE B STA: 12+98.64 OFFSET! 26,70 L 14: 1302095.46 3182941.64 r: 12+91.00' SET; 1323 R N: 1302057.77 E: 3162981.56 �I0150' Till Or 11-100 12 FT OFFSET: 25.00 19 ' PROPOSED EDGE N; 1301603.00 OF ASPHALT ,Sc E: 3182990,48 LANE LINES 600 FT TAPER/DECEL LENGTH 770 FT REDIRECT TAPER TO TIE INTO DUSTING (55:1 X 14 FT WIDTH) PROPOSED EDGE OF ASPHALT & LANE LIME 12 FT LEXIS ING 60 FT ROW ETA: 11+47.62 OFFSET: 25 OD R N: 1301944.4+ I f: 31 0-1990,42 CR 23' I- I +0D air 31 I re I 12+50 60 7- 11 I ass— r _ 1Y +0 18+50 _EXISTINO EDGE EXISTING EDGES OF ASPHALT & LANE LINE MATCHLINE B STA: 12+98-64 OFFSET: 26.70 L N: 1302095,45 E: 3182941.64 I r PEW _ 13+50 1414 --- 12+91.00 FSET: 13.23 R 4. 1302087.77 E: 3182951.56 STA; 20+29.50 OFFSET: 14000 L Pt 1302826.30 E: 3182955.02 OF ASPHALT & LANE LINE CR23 DESIGN CRITERIA: SPATE HIGHWAY ACCESS CODE ACCESS CATEGORY: RURAL. HIGHWAY (R -B) CR 23: 55 MPFI POSTED SPEED LIMIT LEFT TURN DECEL LANE LENGTH re " DECEL LENGTH + STORAGE = 60O FT + 25 FT (25 FT STORAGE LENGTH REQUIRED FOR <SOTURN NO VEHICLES PEA PEAK HOUR) RIGHT TURN DECEL LANE LENGTH = * DECEL LENGTH = 60O FT (INCLUDES STORAGE) 4513272 Pages: 20 of 40 08/09/2019 10:43 APT R Fee:SO4.a Carly Koppss, Clark and Raoorder, Weld County, CO �lUK?s!r Pa 1L1Mev! P sPi 1 Ill 50 25 0 50 1Q0 150 SCALE IN FEET DO 411 mini Wr irm W coon th ' w F c ary RI a .1 w 0 Us o M 0. CR 23 & CR 24 Improvements 0 l 0 U CR 23 Horizonta State Highway Access Code Criteria Northern Colorado Constructors, Inc. Lo C W O 0 .5 0 2 9 2 U to co c) to rn o) M1 ri N iii Cs 441 W«IWIImr'. o. Crafr oes r 254,66 7:,?T $. Tricte JAI 1s ;comer TPY. Oriarordev.'Y thec1:.d* JCY dog .IT,Astast Wkie n In fFFinad 11291.15 1'=550' Sheet: Of' 24 r It' Ic U, 0) 1-6 •Ci ii: 6 C C a, 'O tp cc u7 a hY Cry CV ca co d C E L Ito as a! C G a.: lilt Z Z m II I I 0.66 ,1F-- 0- 305 Denver Avenue - Suite ❑ Fort Lupton, CO 80621 Ph: 303-851-6222 Fax: 303-857- 224 'T' I P FFSET:313 N': 13020►33 E: 318282790 00.63 L EXISTING EDGES STA: OF ASPHALT OFFSET: -0+00.00 13.00 162 FT L TRANSITION TAPER STA: 4+40,99 OFFSET: 13.00 I PROPOSED N: 1302641..fi7 OF ASPHALT EDGES EXISTING - 60 FT lag M I; 1 ` 1 k I *OFFSET: N: 1302032.73 STA. 3?00 L NN. E: 8+42.27 FTSET: 13.00 1302029.68 3183039.45 L & LANE LINE N: 1302(156.26 .182197.45 (13.5:1 X 12 FT WIDTH) E: 3152639.07 1 & LANE LINES ROW I �41.82$76.45 STA: 8+83,01 - - - - - - OFFSET: 1100 L ---- - - -- - 01 f 1302025.92 N: ', E: 3183080.19 12 FT 1 r - - I - - — — - 3730 FT REVERSE 12 � 6� -0+50+r 1 F0CI5.58 -m 2 --e Iii 2LS }6U ' CURVE RADII a CR 24 r+TB 4 . 12 . _- * r B5 _ _ - — — — }.US _ _ Ls - - - - - �- '` 4+ I I STA: {5+60.00 - L7_ I OFFSET: 13.00 R C2 LO 5930 FT REVERSE L8 � 40 FT �' - N: 13020.30.28 r CURVE RADII IUIi14NAL _ Le I I E: 3182197,58 _ L _� Rdnw I I — — — — — — — — � — _ _ — — CR 23 & CR 24 Improvements CR 24 Horizontal/Vertical Control State Highway Access Code Criteria 8291 FT REVERSE CURVE TO 50 FT STA: 2+45.64 TIE INTO EXISTING ,I 5TORACE STA: 8+83,01 I OFFSET: 13,00 R I OFFSET: 13.00 Ft N; 13a2aa5.3i . STA: OFFSET: 435 FT TAPER 4+08.53 25.00 Ft STA: DECEL 8+30.66B5 LENGTH 6+79 STA: ,11 OFFSET: 25.00 Ft FT RADIUS 1 IS I 1 I I I I N: 1302002.93 E: 3183079,70 E: 3182442.664 OFFSET: 25.00 R .� 1L__ N: N: 1301994.74 .�. _,L, E: 3182006..22 N: 1301995.64 3182604.19 E: 3182827,19 I I I CI E; 3182875, 62 v 51k OFFSET: 8+53.82 13.(X1 R CR 24 CENTERLINE 3NU1 H3.LVM I I I I I j I,I I N: E: 1302003.47 31 83050.52 DESIGN CRITERIA: STATE HIGHWAY ACCESS CODE Line Table: Alignments Center Line Curve Table CATEGORY: RURAL HIGHWAY ACCESS (R -B) r Line # Length Direction Stan Point End Point9 Curve # Radius Length Chord Direction Start Point End Point L5 I 50.00 (3182147.52,1302043.41) Cl 5930.00 446-99 S88' 08' r48"E N: 1302043.2551. E: 3182197.5167 N: 1302028.9982, E: 3182638.1708 CR 24: 45 MPH POSTED SPEED LIMIT N89' 43' 22.12"E (3182197.52,1302043.26) Northern Colorado Constructors, Inc. L L6 50,00 S85' 55' 48.641E (3182827.66,1302020.64) (3182877.65,1302019.70) C2 3730.00 189.69 587' 28' 24"E N: 1302028,9982, E: 3182636.1708 N: 130202(1.6385, E: 3182827.6571 RIGHT TURN DECEL LANE LENGTH = * DECEL LENGTH = 435 FT (INCLUDES STORAGE) L.7 11.62 S85' 55' 48.64"E (3182877.65,1302019,70) (3182589.28,1302019.49) * TAPER LENGTHS ARE INCLUDED WITHIN STATED DECEL LENGTHS L8 113.92 $$B' 55' 48.64'E (31528.99.26,1302419.49) (3183003,18,1302017.36) L9 76.80 S8$' 55' 48,641 (3183003.16,1302017.36) (3183079,94,1302015.93) CO En 5 a ..el I. , 1- 1 ,,p 1 ? I- L liV LL CI 4875 4875 /per al a 4870 a 0 o, II 4870 3 S} — — sea g7- c7tri in m ul �n 4865 ---PV 24-75 0 4865 a eCt. , tee P4� tT� e ELEV. 4355►21 K: 149.47 L11C: 240.00 0 q u� .- = a9: IPVISTA- I STA: 6+$2.43 I ,�y re} rr, iM q 1 @ �' to ar ' Ca r�i ci ,n L!} S#e: 3+95.4 �' , ' VI ELEV.: 48 3.46 n T gral S LIB Eiaw: 485.9 1 "+'A K: 59.17' cp IX �� U. 4550 4 4860 .—LVC4�Of�. ._ i 4 6 t S Stu 9+3 .43 II t]I ,.P EleY; 485 .32 'w easoll°'at — 'i �,�qi.C,�;rr'*'f fit..1 38846 s'.�f.118. 1yy i 6iktfr-A-. -rl.aa ..'p°+ 4855 _ 4555 .�mayy ID L 1 .....-6, (1,31Z r! -` �� w 1 ft esF JR 061A.L ° kfi„� 4850 Ili ['�+1 0 - 4850 Jos 1 M 1$ re r; —4 r` i Nit,. 11.21 :A Fie ego le MrCPO TPY Ls west ny P* TPY 4845 4845 .A PISS* My 2 to tq w in �] m fi n a d Ol - '� pQ h �' '� 1^• tia ' ICI k "' U7 (L r id in '� to .r ' ' r M O u7 eS W {7 *, rn W� re in 47 rv, d 4 m a3 Q. 4 OP 0 Ja Q7 Q # a in .r ry d5 r5 T7 ,r' in �+I f1) +3 50 100 Ira PO JT-ACalaW elePiIngtr "131 Scots 1.=50' 2 12 i 2 ro rcf u, if)v "n rr5 rn 2 2 N ¢ 0 v rt l 4 ¢ I Sheet: c>1 5 24 —0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+0D 5+50 6+00 6+50 7+00 7+50 5+00 8+5d 9+00 9+50 10+00 SCALE IN FEET P:\16116 Bennett Mine Permitting\Drawings\Plan Sheets\CR 23 & CR 24 Improvements\06-48JT-AccessWdening-Grading.dwg, 1, 7/1712019 8:24:41 AM EXISTING CONCRETE' IRRIGATION DITCH (ND LONGER IN SERVICE, FIELD TO THE EAST HAS BEEN DRIED UP AND IS NO LONGER IRRIGATED) EXISTING CONTOURS ARE SHOWN AT 1 FT INTERVALS PROPOSED ROADWAY CONTOURS ARE SHOWN Al a.2 Fl INTERVALS PROPOSED POND & DITCH CONTOURS ARE SHOWN AT 1 FT INTERVALS EXISIII4G CONCRETE IRRIGATION DITCH (NO LONGER IN SERVICE, FIELD TO THE EAST HAS 65 BEEN DRIED UP AND IS P h0 LONGER IRRIGATED 4513272 Pages: 22 of 40 08/09/2019 10:43 AM R Fnn ; $g . 00 :111LCarly KOPP as Clerk and Weld County, Recorder, Wel P.I1 Wu_LILni•IIIPan .. „, _ CO rn 6-J 66 0) 0 M ti tv 3 C3} ..c a) ou 0 ID mit chJ CC 2 CC CC yV co O) C I N' 0 U) C w07 ✓ r ✓ _ 4/ ~ �::�r- inn d 11+10 a a 4860 4860 4855 4850 4845 alF _ 4854 r 11+80— 12+00 -a I -G STA: 12+21.47 OFFSET: 11.74 R- 4855.5 STA: 12+21.2 !FM,: 0.25 L — 11 f A Itta II.1 I i a • r :r "1- "r 1 INV = 4851.80 REMOVE & RELOCATE POWER POLE. NCC WILL COORDINATE WITH UNITED POWER FOR RELOCATION _ , iod Sit Jam S amrllilarawsme L • Nan NtSt.WV, ‘4k7beSk Ni VEx.t. Nitt. 15 CMP ARCH IPE EXIS ING 2`11 r PO POLEt 6. FROM L E OF P VEM€SIT $1 INV 440.1k ,. Fan EXISTING GATED ENTRANCE, C NO CHANGES WILL OCCUR TO THE ENTRANCE. LINE MARkERS 7O BE REMOVED / r ,.ftE1OCATEIY AS NEEDED BY NCC. NCC WILL EDGE OF t0ORDSTE WITH ANADARKO SHOULDF.R r hr PROPOSED fl GRADE EXISTING GRADE y L IF 75' LF 51106 C H E hhV. = 465�f 3�❑ w M L'tN 14 BETE ITCH INV. .r- 21 x 15 FLY IIh 4i Lig g 143_w fil 2 CI V 47 dm -O+2G 0+00 0+20 0+40 0+60 0+60 EXISTING 21"x15" CMP SCALE 1" = 20'h/5'v Mgr S far a a- 4855 - a sr I 4 A 1+00 4855 4650 4845 sloIrr — r"- a ._ — — RESET MANHOLE RIM. NCC WILL COORDINATE WITH ANADARKO TO RESET AND PROVIDE HS2O RATED TOP gala SF 0+40 S.— 19+80 EXISTING 60.0' ROW err aa INS t Manna r-48 t .-. —.0 a C Ca r — as a NS a ea' ' tf r N .,____ --- sted.r �'+'rr `'fr ddrIF- . • f {,rrser � ,e' ter. rr. er _ r t r 7Ac. 1 � -: "n / rY- J 72 a a -ay am` '"..1*‘.. � J r+, .�°�i' 'r" �',.+ s- .,ti, ' a-; — _,:n .- ars ti, lkY7t.rsi:a: d 1 ee r f J ^ 4,4-; mil` o. ea;=<�yr`'r rape -oat.! fr {mod�relle•�aoISr. der r{ iA Xr 20+00 20+20 20+40 • - I Sr! a _a •I r- f f,, :7; -- — _ _ - ,. r}, J� t?f f, °t i _yam :e f der.. mir 't'tf f adejes ds tom/ j te f f site to et de " .' e era r 3 sap _.`r _ vietefaoc_,--- .rseesr At Fed sr — '. ft f r,.r � tyr,. r 4r'2 , -7 'e le --- . ' f er .. X11 f rryr ore ur.Lay 1 - — r r 1 d' .� e'/ Cif ,+s t" jos NOTES: EXISTING CONTOURS ARE SHOWN AT 1 FT INTERVALS PROPOSED ROADWAY CONTOURS ARE SHOWN AT 0.2 Fi INTERVALS PROPOSED POND Sc DITCH CONTOURS ARE SHOWN AT 1 FT INTERVALS re / f? --- d• `'I f J r Ire r aS —a lea - 1 _s — `f ~' .�. Flaa Miala -- a'CH 23 , aaa f/ r a. r f -vaatE ----4&5r-- 4513272 Pages: 23 of 40 08/09/2019 10:43 Al R Fe $0.00 Carly Kopp's' Clerk and RaoardrIry, Weld County, CO —. — — — al. FS a a allmne l f ,. r-- '-1 L., - N Ala rose aMer i P 4 aa— — r '` r r red r_ �> >� • C L J f la ado 4.111 r } r _ - — _ / f \ t are .,-"1‘• «' red �. F I' J) r a f ..of saw -.Le ! f / ✓` Ali .f �. 20 10 4 20 asa —ea- 40 W z 2 C) did Zi co o irti LL 0 (91 12 0 2 cc os CC CR 23 Grading .2 yl 8 2 wit irx fra O te 41 O. di' ill' Iiiii01/411% Job Dels Ourrn 16116 TPY Try chocked Ow JCY Sheet of: SCALE IN FEET 24 Yl th C) r 0 r•-• cei csi N- CD a) co 8 Q Do c*) 0) rtl Co co �.I ( G N m to N, -rte.--itr'- �..� - =1 7- CR�q t MOTES: EXISTING CONTOURS ARE SHOWN AT 1 FT INTERVALS PROPOSED ROADWAY CONTOURS ARE SHOWN AT. 0.2 FT INTERVALS PROPOSED POND & DITCH CONTOURS ARE SHOWN AT 1 FT INTERVALS N ti, �_ Jr - -- —r.—" 0+00 M EXISTING 6x.01 ROW 0+20 0+40 '�, 0+00 4+80 r ti ` — _- = �2�-`--=fir. atm�i 1+20 14- , 40 1+so 1+ad 2+Op 2+20 1 r Q 4361- AB6,0 f 1� N Its\ alS =— — - �• O59 i- 4 956 - N ti N ia- U 4 I — 1 �t das a WIt EXISTING 60.0' ROW •.—�;. 5 6ir - __1(±20 4854.8 4854.6 \7 -, 4 - C Ut. 2+4c r tiepeco -l- --c- JITran a la I ac 095 —4 4855' ADDITIONAL ROW EXI5TAO 21"x1.5* CM'— P RE OVE c -RELOCATE POWER POLE. 1 j 'N NCC WILL COORDINATE WITH UNITED POWER FOR RELOCATION r IlI I _a sere - R — allay ala. 4855 a r -- u S - - ._ x — z ----- us �-rd---- -= 'Ira -.c — a�� ill�y —� a s� s- -----• —__�— — 8r jjjll}} )��` "'. tea -• .e. -1110 � /J/� �. a -i rte 1 / i 1 otlb s a. 4853 TO. I k 2+ao 3+00 stir.——k55a'L, urilaT m- 1L _- II at Y! t M u-i oa — — -MINOffrioneari. tea_— .=.'_Mira� — a,yeam - s- - ma a.- !� s��i Ss A_ 452.0 -nrrna mamas. sew _-s - •t — G 4 N- -!al"- r laa_rte w a a.. iajwiEl rim a _ !n- I 114 • - - z ti I' z p 0 4 1 $ ' C afiarr— b -- fffrig le i an Ut A J cam Q 1 0O 0 m O r,.7.g mez C J n 0 4 H7 LL M CD c_I L ❑. Q} e. / 4,1 _ ADDITIONAL ROW — ala — _ CO 0 '--ZIAS LINE MARKERS TO\F:E RENAMED / RELOC'AT'ED AS NEEDED BY NOG. I$CC WILL COORDINATE WITH ANADARKO IEMI =WI 20 10 0151I 41.r aMI OJI Ca Zig n_vcr ire a- er- mai to co EMI no SIM 40 liP 60 SCALE IN FEET • ti 2 CC 01 CC CR 24 Grading Northern Colorado Constructors, Inc. FLE Es hi: -cc-regthe 4% 36846 Pao JI-AttestWAppoitrincroz !scare ln=201 1 I 1 1 1 I • 0y 4 c4 II I I II I r I I Itr 9t cA u`1 P7 In �t Mt Ri fts1i 1301966.70 E F83004,658 INV:1852.34 y Ii 4 b leektsr Y 1 TOP OF BERM t(ISTI G GRADE A 48844 485.3 oa"x 4853 4854 ,3 TDP t JtH "E'LO IN 41:13011:96 .344 31(01 101 044 INV:4-B 121 2 F MIN — 4850 4851 4852 4853 4854 TOP OF BERM CHANNEL FLOWLNE TYPICAL SECTION CHANNEL BERM TO HAVE EROSION BLANKET INSTALLED UNTIL SEED IS ESTABLISHED. PROPOSED GRADE BOTTOM OF INFILTRATCON SUMP 4849;50 BERM DITCH I•1..QWLINE P1:1301940.9.2 IF:3163143.134 INV:i4851 .83 TOP OF BERM • Am a dm TOP OF BEFu- TOP OF BERU NOTES: EXISTING CONTOURS ARE SHOWN AT 1 FT INTERVALS PROPOSED ROADWAY CONTOURS ARE SHOWN AT 0.2 FT INTERVALS PROPOSED POND CONTOURS ARE SHOWN AT 1 FT INTERVALS PROPOSED DRAINAGE SWALE CONTOURS ARE SHOWN AT 1 FT INTERVALS • 4853 __ 4852 S 1 Y Y � b 4 7it'. Sw47Y \ 'L\ • \_\'� ift•I DITCH FLOWLINE & FES N:1301937.01 E:3183411 .752 INV:4851.03 485 F r� 0 �: tw-m rar I 14 13(1103642 C 31834459,599 - , Imo=4850 73 1L+ 'I t I 1111 1 I f r 1 5 1 1 I IA4 I - I 4513272 Pages.: 25 of 40 05/09/2019 10:43 AM R Faa;$OLO0 Carly Kopper, Clark and Reorder, Weld County, CO IVIMIIVIAM PPM ?IL 1ml i int .11 ❑ A T NCD 8 ID O3 1j I oc9v � • C, 0 To 4, IL • C c JI'P N J vc w aLL (.1 CI? CR 23 & CR 24 Improvements Drainage Swale Grading Northern Colorado Constructors, Inc. 0 ilJ 5 III - I I 1n Q u a all V p 43 tA1' fr.'Yl (j1 f��y p9 ri Nl 2 ^ ri r I \m\MAaK111111j1p,1.r, 1 1004tie 41:rio 36346 7.1719 kb• 1011 Dunn IVy IBDC Y1+IAXI _ Chocksats _ rag srateafarit a.[3 sso 1"=2.0' 20 10 a 20 40 80 SCALE IN FEET Sheet: at 3r- 0 - mama aal *5 0 12" O.C.E.W. CENTERED IN WALL CUTOFF WALL DETAIL SCALE 1"=1' STA: —Q•1'4 N: 13019 E: 318291 4865 4860 4855 4850 4545 4840 4835 • cc FES q� r$ Tt I: 0+8 :88 N; 130190:70 E: 18394;66 I { 1� PRO 1.3 SEQ GRADE Fi COVER 71MG GRADS PROPOSED GRADE EX 1.1 Fl COVER ...ia. STA;. a C S ,do LF — l 111 HERCP " x23a 0.10% FES 1 + d 1 p _ _ FES 0+80.00 4852.33 CUTOFF B' WIDE --I SIDES 0+83.03 U FES WAL 2 WIDER 115 . f CONCRETI' . 3' DEEP x ON BO STTA; ARP GAS (NG PRI O}(. LINE WILL R TO LOCATI POTH CONST LE EXISTING UCTION) IN 4552,41 EXISTING MIN. WATER LINE 3N 9EDDIN • f 48sr:33 Elk PRI APPROX. TRIO LINE (NOG WILL TO CONST OCATION ROSSING ()THOLE UCTIDN) PRI APPROX. EXISTING 7 (NCO WILL R TO CONS LOCATION LEPHONE POTHOLE RUCTION) IRS $gr': Ifi g� >-- WM ID 1,N. �,r. � N In 4855.46 aa5'tw CO N N at at i 4865 48511 4855- 4850 4$4 5 -0040 4935 4853 4854 PROPOSED DRAINAGE SWALE c, t.� 3 ire 82 6:119 ISI �3is _A ii.m NIr @ �■ six aal a a.* S re Et - CAI; e D. MI co s_ Mr So — — — L — 5280 LEGEND: 5280 In ■IWI • 1•n 1st • mum M sea — — a - Tea —. --C--a .a__lag ■ — —*— — — —'-- EXISTING CONTOURS PROPOSED CONTOURS PROPERTY LINE PROPOSED CULVERT EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING RIGHT—OF—WAY EDGE OF ASPHALT FENCE GAS LINE WATER LINE ELECTRIC TELEPHONE NOTES: EXISTING CONTOURS ARE SHOWN AT 1 FT INTERVALS PROPOSED ROADWAY CONTOURS ARE SHOWN AT 0.2 FT INTERVALS PROPOSED POND CONTOURS ARE SHOWN AT 1 FT INTERVALS PROPOSED DRAINAGE SWALE ARE SHOWN AT 0.2 FT INTERVALS 10 5 0 10 20 30 305 Denver Avenue - Suite CR 23 & CR 24 Improvements CR 23 Culvert Plan & Profile STA: 0+00 to 04-72 • .D l c a a o I. O O Z z 0 5 8 C O O ci 0 U, Id I— rn C4 QJ U) r7 O cv icerr OTIS 18118 1,.29.1E DIG TPY Cnrclud It Al! J7atdru0.'Mide Scats 1"=2b' JGY Sheet: 10- 24 —0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 SCALE IN FEET NOTES; 8' cD tT2 art 66 N r: r En' C Il} 2 a 01 3 'L1 ui f •% rn kol tfJ u wzt r U? 2:1 C its �fi eL cU O7 rl r 0. SYMBOL LEGEND SF SILT FENCE PORTABLE CONCRETE WASHOUT AREA VEHICLE TRACKNO CONTROL SEDIMENT CONTROL LOGS POIITARLE CONCRETE WASHOUT CONTAINER DESCRIPTION A PORTABLE, SELF—CONTAINED AND WATERTIGHT CONTAINER THAT CONTROLS, CAPTURES, AND CONTAINS CAUSTIC CONCRETE WASTEWATER AND WASHOUT MATERIAL PURPOSE & OBJECTIVE ALLOWS TRADE PERSONNEL TO EASILY WASHOUT CONCRETE TRUCKS, PUMPS, AND OTHER EQUIPMENT ASSOCIATED WITH CEMENT ON SITE AND ALLOWS EASY OFF SITE RECYCLING OF THE SAME CONCRETE MATERIAL ANO WASTEWATER. APPUCATION CONSTRUCTION PROJECTS WHERE CONCRETE, STUCCO, MORTAR, GROUT, AND CEMENT ARE USED AS A CONSTRUCTION MATERIAL DR WHERE CEMENTITIUUS WASTEWATER IS CREATED. MAINTENANCE INSPECT AND CLEAN OUT WHEN 3/4 FULL, NOT ALLOWING THE CONTAINER TO OVERFLOW. INSPECT WASTEWATER LEVEL AND REQUEST VACUUM IF NEEDED. INSPECT SUBCONTRACTORS TO ENSURE THAT PROPER HOUSEKEEPING MEASURES ARE EMPLOYED WHEN WASHING OUT EQUIPMENT, SPECIFICATIONS THE CONTAINER MUST BE PORTABLE AND TEMPORARY, WATERTIGHT, AND HAVE A HOLDING CAPACITY To ACCEPT WASHOUT FROM APPROXIMATELY 100 YARDS OF POURED CONCRETE, A VACUUM SERVICE MUST ACCOMPANY WASHOUT CONTAINER AND BE USED BY SITE SUPERINTENDENT AS NEEDED. THE WASH WATER MUST BE DISPOSED OF OR TREATED AND RECYCLED IN AN ENVIRONMENTALLY SAFE MANNER WITHIN FEDERAL, STATE, OR LOCAL REGULATORY GUIDELINES. TARGETED POLLUTANTS CAUSTIC WASTEWATER (HIGH PH LEVEL NEAR 12 UNITS) SUSPENDED SOILS ASSORTED METALS: CHROMIUM VI, NICKEL, SULFATE, POTASSIUM, MAGNESIUM, AND CALCIUM COMPOUNDS. SEEDING MIX A. $ l'4:.s PLAN' Soil preparalion. soil condilioning or topsoil, seeding (native), mulching tweed free) and mulch tackler will be required for an estimated 5 acres of disturbed area wlkhln the ;1911i -of -way limits which are rid surfaced_ The following types and roles shall be used: COMMON NAME LBS. PIS PER ACRE BOTANICAL NAME Blue grama bauhtua'Hachila' C_._ , Altai sT;wcalion SQOrabalu5 o'roides 'Salado' 0.3 buticlu rncww Illrchkc doeblubles ' lexakts" t_i Arlan uallcia,t ' Dlslichis Iota fa 13 Prairie Runegross REPi718IPJ rnTlrltln,IPle TE Own moadlo4Powl Nassella viridula 'todorrn' 1.9 Weslern wheal©rass Pasrapyrnml wilful •,rvlitrti 4 b Oak Avena in Ilya 3 Praireconellower 0.1 Pa libido columnilera Purple prairie lover ruden purply -awn vnr purpuraurn O2 Rlankel flower Callardia ❑ristaia 0,4 TOTAL B. SagING APPLCATKIRI Drill seed 025 inch to 0.5 inch into the soil- In small areas nol accessible lo a drill: hand broadcast or hydroseed al double the role and rake 0 25 inch to 0.5 Inch Info the soil per .subsection 212- C. MULCHING APCLICAIICIM Apply a minimum al 2 tons aI certified weed free hay or 2 112 Ions cl certified weed free straw per acre and In accordance with Section 213, and mechanically crimp it in fa the soil in combination with an organic mulch tackttler.. I. Prior to winter shutdown or the summer seeding window closure; Uncompleted slopes shall be mulched wilt 2 Ions of mulching {weed free) per acre, mechanically crimped into the topsoil In combination with an organic mulch tackifier per subsections 208 and 213. D. F to t�I tlrs 1. Due to high failure roles, hydroseed ng will not be allowed for permanent stnbilizalicn. E. Ina . £Qtll�lAEhiFT minimum requiremen Is Tar all disturbances to receive seeding Sol conditioner paid for as item 212- Sol Conditioning (Atte} Biological null -lent organic based IerIllizer (Ibs/acre)' Humate ([bs/acre) Compost rays/aarel All areas C2:1 Spray on Amendment (las/acrel >2s1 slopes only 300 200 65 TBlalwnglcal nuirlen I shall not exceed 9--E3 (N -P -K) Hurt -rule based ma tonal shall be in accordance to Standard Special Provision 212 and compost shall be In accordance to Standard Special Provision 212- F. SOIL RETENTION' COVERING; On slopes and cinches requiring a blanket or turf reinlorcement mai (Irml, the blanket/Irrn shall be placed in lieu of mulch and mulch lackifier and placed ofler seeding (nu live). See SN/MP slfe map Tor blanket/Arm locations_ G- RESEECNN GOPERATIONS.COF LC LIVE STACK IIAICON Prior to partial acceptance. I . All seeded areas shall be reviewed during the 14 day inspecflcns by the SWMP Administrator and or Erosion Control Inspector for bare sot caused by surtace or wind erosion, Bare areas caused by surface or gully erosion, brown away mulch, etc. shall be re -graded, seeded, and have the designated mulching applied as necessary. at no additional cast to the project. 1. VEHICLE TRACKING MAT SHALL BE LOCATED AT EVERY ENTRANCE/EXIT TO THE CONSTRUCTION SITE. 2. VEHICLE TRACKING MAT SHALL SE MAINTAINED AS NEEDED TO PREVENT ANY MATERIAL FROM BEING TRACKED ONTO CITY STREET. 3. SEDIMENT AND OTHER MATERIAL SPILLED, DROPPED OR TRACKED ONTO STREETS SHALL 6E IMMEDIATELY REMOVED. sde 1 1,(2" - 3" ROCK 1/2 - 3/4" FILTER LAYER 6- MIN. +br VEHICLE TRACKING MAT N.T.S. SILT FENCE INSTALLATION -NTS- POST ANCHORED TO FABRIC NOTE: EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL LANDSCAPING IS COMPLETED, OR AS DIRECTED BY THE CITY SEDIMENTATION LOG - 12" MIN, DIAMETER 1/2H (12" MIN) SILT FENCE N.T.S. USE A STAKE EVERY 24" AT ALTERNATE 90 DEGREE ORIENTATION THROUGHOUT THE SEDIMENTATION LOG. USE TWO STAKES 1 112'x 1 112"x SUFFCIENTLENGHTTO EMBETAT LEAST 12" INTO SOIL AT EACH END OF LOG TAKE AT BD CEO, O EACH OTHER WETLANDS OR FEATURES REQUIRING PROTECJIIJN t rr 4 SECTION A - A SEDIMENT CONTROL LOG INSTALLATION NOTES 1. SEE PLAN VIEW FOR: - LOCATION AND LENGTH OF SEDIMENT CONTROL LOG. 9 2, SEDIMENT CONTROL LOGS INDICATED ON INITIAL WIMP PLAN SHALL EIE INSTALLED PRIOR TO ANY LAND -DISTURBING ACTIVITIES, 3, SEDIMENT CONTROL LOGS SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER 4, NOT FOR USE IN CONCENTRATED FLOW AREAS. 5. THE SEDIMENT CONTROL LOG SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF 2". SEDIMENT CONTROL LOG MAINTENANCE NOTES 1. THE SWMP MANAGER SHALL INSPECT SEDIMENT CONTROL LOGS DAILY, DURING AND AFTER ANY STORM EVENT AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENTAS NECESSARY. FABRIC MATERIAL (ANCHORED IN TRENCH) 4"xri" TRENCH SECTION -NTS- a SEDIMENT ACCUMULATED UPSTREAM CF SEDIMENT CONTROL LOGS SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT DEPTH IS WITHIN $ THE HEIGHT OF THE CREST OF LOG, 3. SEDIMENT CONTROL LOG SHALL BE REMOVED AT THE END OF CONSTRUCTION IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE COVERED WITH TOP SOIL, DRILL SEEDED AND CRIMP MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE CITY. SEDIMENT CONTROL LOG COMPACTED BACKFILL FLOW UMdSILRFIE r35?k PERIMETER ANCHOR TRENCH, PP TRENOH,TYP JOINTANCHOR TOP OF CHANNEL BANK TYNE O1BLANIKET AS INDICATED IN PLAN VIEW, IF ALLDISTUREEO AREAS OF STREAMS AND DRAINAGE CHANNELS TO DEPTH "p" IcBOVE CHANNEL INVERT. BLANKET SHALL GENERALLY BE ORIENTED PARALLEL To FLOVVOIRECTION STAKING PATTERN SHALL MATCH BLANKET TYPE. AT PIPE OUTLET AREAS OF STREAMS AND DRAINAGE CHANNELS - DETAIL A PER MANUFACTURER SPEC' OR TYPE 2 OR 3 STAKING (MATCH SPECIBCDU NIAE7 f'CPL✓SEE IRE STAlcP4 PATTI RH5 QLTAt, Gil I' 1 St LET COMPACTED SUBGFADE TYPE of BLANKET, INDICATED IN PLAN VIEW THE BLA.HKETBHA.LL BE EYTENDEOTO THE TOP OFE. CI�APINEL PEA IMellP'H ANCHORTRENCH,TYP !per' ANCHOR TRENCH, TYP• IN DIVERSION DITCH OR SMALL DITC9 DRAINAGE WAY -DETAIL B BLANKET SHALL BE 100% STRAW MIN_ DIVERSION DITCH TYPICALLY AT TOP OF SLOPE PERIMETER ANCHOR TRENCH SEE DETAIL ON THIS SHEET OUTSIDE OF STREAMS AND DRAINAGE CHANNELS -DETAIL C STAGGER OVERLAPS INERUH•PIsIc IdF11.5EE OETAIL ON THIS SHEET Fllott wtW1H rl's'.I S. 1 RAIN PERIMETER ANCHOR TRENCH OR JOINT ANCHOR TREMOR, Ty P. PER MANUFACTURER SPEC: OTt TYPE I STAKING SEE THE STAKINGPA.TTERN DETAIL DN NEXT SHEET STRAW -COCONUT STAKING PATTERNS COCONUT of EXCELSIOR g,Ault(TA,ACCORDFOCE 'MTH MANUFACTURER B SPECIFICATION IF ND nwuFACT LIFERS WOW C&1LT I II STMJ O EU1(TI4 ALILLPIATIAA ii11494 PATTeRN LAS warm n$YD ANCHOR DETAILS EACOllOI TCONTROL ,,rte BLANKET IH 3'MIN JJ Mal • ITrP) r �IYRHO j PERIMETER BACKFILL UMW E an STAKE I rr P) OOMPACTED (TYPJ ANCHOR TRENCH TWO TWO EOGESOF ADJACEfir JOINT ROLLS ANCHOR TRENCH IN TERMEDIAlE 111 ANC: I.19 t., PROM( !MO0L OF ROLL A TRENCH . Icw.ii j 1�1.� } OVERLAPPING JOINT 3' MIN 5 WOOD STAKE DETAIL IMNI MUM TNICI<NEM 1 - USE 34 MATEQEIL FOR STAKES Erlik,,MTcc1nlIlatlL Q,J►x 1 TAlaitJ[,d1116L3:S +. re rtAITPW IX • LCCA1ION OF PERIMETER OF EROSION CONTROL BLANKET • TSPE OF$LANKFTkSTRAW A'X3C.4.ONOR ERCEL514RJ - AREA.'A• IN SCLIARE YARDS SiRorCACHWCTYPEOFHUT BIANCK.ETUT. 2. ALCEROSIONCi7NTROL BLANKETS AND N'ETTIWO $WALL BE MADE OF 10.02% NATURAL AHD BIJOEORADABLEI4tTE IAL NO PLASIC OR OTHER SYNTHETIC MATERIL EVEN [F PHOTODEGRAL7ABLE, $HALL BE ALLOth'EQ 1. IN AREAS *Mat EROLI K CCIKACk. MANIC IS *WW1 t9N THE PLANS, THE DEVELOPER LJUTIL PLACE T4h*a MO Pak**IFNAL O CNG, 31EY'ltZrRfPdIRA1kDN„�TIOr ECU'3BUtAif41NLSEEDINGAnamuGHIJCi.3UsOldl SHALL DEflitallilAUGMI5I PRIOR TOnLRTHET INSTALLATKJNANDTHE BLANKET SHALL BE IN FULL CONTACT WITH SUSCIODE NO GAPS OR VOI Off. SHALL EKLST UNDER THE BLAI#EET A PERIMETERANCHOR TRENCH BHALL BE USEDAT OUTSIDE PERIMETER OF AU_ BLANKETAREAS S JOINT ANCHOR FRENCH SNAIL BE USED TO JON ROLLS OF BLANKETS TOGETHER LLON31 TUDINALLY AND TRANSVERSELY) FOR ALL ILANKEt$ E1iO=PT STRAW WHICH MATUSE ANOVERLAPPIV4 JL,INT, 6 I NT ERN1EEIATE ANCHOR TRENCH SHALL BE USE O AT SPACIITIB OF ONE44ALF THE ROLL LENGTH FOR COCONUT AND EXCELSIOR BLANKET& 7 THE OVER LAP PIM3 JCRMi DETAL STILL BE USED TO JOIN ROLLS OF SLANKErs TOGETHER FOR BLANKETS ONSLOP C 8 MAIERV;L SPECIFICATIONS OF EROSION CONTROL BLANKET SHALL CONFORM T3 TABLE11 9 ANY AREAS OF SEEDING AND MULCH IRO DISTURBED M THE PROCESS OF INSFALLIr'a EROSION CONTROL MANIC ' 8YIALL RE RESFFTFD AND MULCHED 10, CETAI LS ON DESIGN PLANS FOR MAJOR D WL INAGEWAY STABYLISAT ELNJ W(L GOVERN IF OIFFE RENT FROM ONES SI4) NN HERE TALE T. I • TntM1S/r L'O1 I II+CI IMAIIPILT 11'Ft GOCONLTT cxxiTEHT MAW c'c?-I Nr NETTING MIN TYPE LSmJn CONTENT =RFWI iCZYs tut* la Topes • =cawl wl% - . F.li•Ll13 L ' r.t r rare - foal, , rloukrateitastrlr, • 18f2 tai 9,SICF Cr 3TFLEhM1•v Jllt9 arih6 IMlONS{.'rtrKs'IgJAh�r2:r'�°a dc?u.tcl 1 )R -0r 1. THE$WTr1P MANAGER SHALL INSPECT EROSION CONTROL BLANKETS VYCO(LY. DURING AND An ER ANY STORM EVENT FWD MAKE REPAIRS AS NECESSARY. 2 EROSION CONT ROL BLANKET IS TO Be LEFF INPLACEUNL;SS DIRECTED TO BE RE MOVED HT THECITY 2 ANY EROSION COMTRCM. BLA.1'IKET PULLEDOUI TORN. OR OTHERWISE DAMAGED SHALL BE REIN TF.LLED ANY $USGRADE AREAS BELOW THE B LANKCT THAC HAVE ERODED TC C-REATEA VOIb UNDER THE BLANKET OR 1t{ATPEMA IN CL -.'OD OF GRASS SHALL BE REPAIRED. RESEEDED AND MULCH ED AND THE EROSION C*: TROL BLANKET REINSTALLED 4513272 Pages: 27 of 40 05/00/2010 10:43 AM R FR x:$0.00 Carly Koppel I Cler``kk rid Reoord``er, Weld County, CO I Ili iiii UT Consulting, Inc, O (0 U) 0 4 0 0 q N Cal CC rZV a co ICU Erosion Contra Northern Colorado Constructors, Inc. REVISIONS 1 �. Rs- -E Q i 3 k Ise War i• i 1 " A I, brit)LI in o cu (tenrt # 1 i En N I, 111 fit {nl Ora in if Su. Wrgsit 36846 Z1.7. liTi�,,1t q q A�9L 0'T"«P"l F 611;;2 N.itr Job Illrt 11.2P.1S Pt cscis,ldbr .ICY Sr-A000ssdOak 16110 was T' F.,- nets Sheet: Of: 1 i 24 N.T.S. d t) dd csJ r- @7 C .c C N Lic 4 8 a U 0 N a. Inv 0 Cn E a, 0 C 2 03 C U) r r 12' ROADBASE 1' 1' PAVED TRAVEL LANE SHLDR SHLDR 1' 0+73.22 2+00 I 2% - 4870 nu wC ax Jean TIE IN SLOPE _ wi , II I 4870 c 4870 4870 - `' crsm'ti:Nt4; '4 viz '� EXISTING THICK OVERLAY MILLED OF PAVEMENT WITH of '- 2 z cy r HMA COOT GRADE SX PG 64-28 (100) HMA z a a V HIS E 2 p p z ROADBASE 4885 4665 4865 4885 1 FT SAWCUT AND REMOVE n r 4 SUSGRADE. u h 1 EXISTING PAVEMENT -- +} d , � -_.11 -, ROADWAY WIDENING SECTION A IN 4860 4560 4860 4850 . CR23 Sta 2+50 to 1i +50 PROPOSED) S..,; ------ ,� �� _ ^ GIPADE } EXISTING '"� ---...—„ 12' GRADE ( ) 4 Improvements "oss-Sections TRAVEL s 4855 4855 — — 4655 4855 1" ROADBASE 1" PAVED LANE ! - CC' 03 SHLDR SHLDR d a.N a. LC} CO co CO ,ro r CCI MI ni CO to d 4850 4850 4850 4850 - TIE IN SLOPE I .I I J LL -80 -60 -40 -20 0 20 40 60 8D -80 -60 -40 -20 0 20 40 60 60 'N,, .Srs.., 4 \ti,�wr,. 3" THICK &XkSTING MILL PAVEMENT AND OVERLAY WITH OF SUBGRAOE HMA RQADE i FT CDOT SAWCUT GRADE AND SX REMOVE PG 64-28 (100) HMA ROADWAY EXISTING WIDENING PAVEMENT SECTION B 3+00 4+00 4670CR23 Sta 0+7 ,N- CR24 ALL 5►' aticZta 11-F5 LOCATIONS 4870 J to 2a+29 Er 4670 4870 Ire 0 r et rail cri b • 171 4865 4865— 4565 #B65 CI al I 12 B �c I� Li 0 d ' al ■ 1' O s. _ r { 4550 4860 4860 = r4850 \ I 0 I N I ii Hi I ii I ii 111 ; I I 2coon GRADE SCR. PG 64-28 (140) HMA N.�+! I0 ° _ ._ _--�� 5r' j /V/ / r"r , 3" COOT GRADE SPG' 64-22 i(75) HMA''r _ Yi �r��'�..��_��_a OS 9" COOT CLASS 6 ROAD ASE 4855 - 4555 4-855 - 4855 _ - 4r1 ja IC In � try ,+'rti+`ti' ,�'' `'*` 'h.al , p ', y/ . rN, �r'° k.,\:, X eCK °r '",: `4 e` �. '-yx„; SCARIFY, RECOMPACT TO MIN. MOISTURE 95% MIN TREAT, AND 12" OF SUBGRADE AASHT0 T-99 f2% o d� d p to2.ile, '� ' i� „ ,xi 4850 4850 45507 4850 `,'otVA X OPTIMUM MOISTURE. ,,^ Nric\r , r` ff › r;1% '* d \` . V. -80 -60 -40 -20 0 20 40 64 BD —80 —60 —40 —20 0 20 40 60 80 WIDENING PAVEMENT SECTION i SCALE is = 1' NOTES: 8+00 8+84.08 a k a 4 4570 V WHEN EMBANKMENT SLOPE SHALL LAYERS. A 2' BE BENCHED DEEP IS PLACED KEY SHALL AS ON THE BE A SLOPE EMBANKMENT EXCAVATED THE AND EXISTING IS PLACED BACKnLLED.N IN 4870 ft J Qin 48707 4$70z 5-476 r -_- 4865 2 C e r 9 4865 4865 ME 4865 g I m I L p 11 t III ti OFFSET = 41 tr r41-.{.--. Ci C w C1B }laV m Vi fn CA - ' 4860 m 4860 4560 rn 4860 a. !� / } o ai ;�n�e .- ! ti—_„_ �._.. 31-... .._ '— -_-_.:._---r r' -... o ! \et— el Frl 4855 485.5 4855 4$55 cm if) al cn in go iTd 01 4550 riNN�No ye%9f� JREGI ,� 388 ,46 - 4850 - 4850 4850 -- O. -80 4513272 -80 -60 -40 -20 0 20 40 60 BD -50 -60 -40 -20 0 20 40 60 80 'mob Pages: 28 of 4e Its 7.17.. p9' ♦� i r/d 1deetne1 08/03/2019 16116 10:43 AM R Fn : $0 00 Jobs Carly Rappel, Clerk and Raoarder, , Weld County, CO 11,x$.1li Pri VIII fr'VP!1Wl b'iI1 hi N'PVIVN liii r Fd. Mao:* tisyMentitCraang stain 1 ie=20L 20 10 0 20 40 COSheet at SCALE IN FEET 24 A 0 0 CV co V C) CO C1} cth V c v 9 m C .C t In 0315 0 cgs C1J 8 as Lit a cu co to 7+00WCQ a a alp g C = -Cr.. A lY in W ' ¢ CC V7 14,'1 4870 4865 • * o 4870 O, d "Cl el ii , ii UJ —� 4865 4865 _� tI a m z 4865 4 am I@NI s c M 4860 • - - EXISTINS GRADE (TYP) 4860 49€0 - ti a 2 _ - 4860 r -100 '" 'j �-' -%..,,,, 4555 4855 4855 4855 24 Improveme Cross -Sections 4850 }: - — 4650 4850 Q 485D LC d it) N i Flo I•- 4845 4545 4945 4845 -80 -60 -40 -20 0 20 40 60 80 -80 -60 -4D -20 0 20 40 60 SD CC co O IN IY OS ' (y CM CC a 8+43.16 - 9+00 4865 i� G cVt II Ion U coci L 4855 4865 Nal 133 40 8 I 4865 4860 ° rt - 4860 4880 - S- p 4860 Iry ll ► mow. A �r u! ```- :� r` 4855 N -e- 4855 4855 - ---- _ .� �.�,F-,�, 4855 -- — � 4850 4850 4850 - - 4850 M, It Cx aap lilt to n ID in Li 4845 ' 4845 4845 - _— 4843 -80 -80 -40 -20 0 20 40 60 80 -80 -BC -40 -20 0 20 40 60 80 .a }+r_ g ' 10+00 11+00 5 LU Y; , �I cc 4865 4665 4905 — 4855 it IJ 7 4855.50 _OUSTING RO 4ssV ,.. i� )- U EGA N i7D • i N � y 0 L. � ■ C L ace {1i Ill 4560 — _PROPO -N - - 4960 4960 - • 4860 Q '- co II1 W Ogg 571 " a c En N oi 14 N uill Ma wallow ti ' Cill 2 4555 �� 4955 4855 --r _ - 4855 se , —_..„— ter--' �,•�� / --.r'�--- —�'..� t. l`' -- ... 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II ell M1 9 t= L +�e -- _E atre aim +.. .... L ANEW FAN' 9dcri to ' Rf' — BO 4555 4550 4855 4850 4845 - 60 -4D -20 0 16+00 20 40 50 4865 4860 4855 4850 4845 4865 4860 4855 4850 4845 80 I 2 J 4 Cy. IIr l I i--as?- om ri1nL-.�-F,...1N. i kill -80 -60 -40 -20 a 20 40 4513272 Pages: 30 of 40 08/09/2019 10:43 AM R Fes:$o,00 Carly Kappa*. Clerk and Recorder, Weld County CO VIIIPOINIUMOnfinlial !Hid MAIM 14 I III 60 4865 80 4860 4855 4850 4845 i E-4 OMI C oa O) • c tn Q O U C G. 0 j-lconsultrng corn CR 23 Cross -Sections Northern Colorado Constructors, Inc. REVISIONS L 1O1 S j U U CD S Iq Cri U) V1 U1 N tl l Y1 M ref U J MVO 11.29. 11 Lkirtrn 01 coats TPY TPV. "cv ter JT-!,sets r4kimPa-firu3 _ LT:bM 1'=20' 20 10 0 20 6a - SCALE IN FEET 40 64 Sheet: i 4 24 2 d as co 0) CrA cV t*. Iri c a cis 5 O C) do yr 8 c' H Q 6 c U) E Its 2 N It od N CiC 0 a_ P nL4 C C v r i&T consulting, Inc. 305 Denver Avenue - Suite D Fort Lupton, CO 80821 l' 303-857-8222 Far t fl -F157-8224 17+00 18+00 4565 ac 4B65 4865 I 4885 4880 4855 5 a No II t g etj iI 48$0 4860 VI t . 1 EXISTING. GRADE I;TYP 1 6 4860 4855 4655 ti 4855 ate. —� ...- v� Mme` I ` i._ ..... - J. ` 1 li CR 23 Cross -Sections T ��-Ir-� '��. 4850 - 4854 4850 p 4650 4845 * In IIT N I PROPOSE GRADE ( P) -80 -60 -40 -20 0 20 40 60 80 4B45 4645 4540 ma 41c men `r 4845 19+00 —80 —60 —40 —20 0 20 40 60 20+00 4640 BC 4860 0 Z F �} II A 2 S9 4860 4860 = J is -- I S 4850 Constructors, I 4855 4855 4855 — 4555 o�,O a -- w__ , $�:OG �� ti - - —" `'- 4854 - t) 4850 4850 m 4850 1 \‘i, t\ %I4845 / Lot' 1, I ; 4845 - _ O in Tin 49 O � A ¢ 4845 ne ra EU d N r +i 4845 Ih • a tri w a 4840 4940 4B40 4840 -BO -60 -40 -20 20+29.4 0 20 40 60 80 -SO -60 -40 -20 0 20 40 60 80 4$50, 4864 4855 �"G IF -- z = 0 CO 7 7 ci 7 c L. f' II .E1% 6 4855 m sin [n 3 J -- — � Yi ' r n in 5 23 19 1 - -�=�_= - 4450 4550 4845 II it i i i f V f �. ,�gitN11111 .1.38$g6 11AIFr1 ''ff, ref 4545 ti, 414 JO 'ft rsf �5'ryaNgA 'L'° ti .f IIIIII1fA6 W. 4840 4- T' NEN co r r 4840 !Ste r i&116 4835 4513272 4835 Pages : 31. 40 -sa -SO -40 -20 0 20 40 60 60 @0/09/2010 10.43 Cirly Kopp n„ Clerk AM and of R Fn: $0.0$N. Recorder, Weld Comfy, CO ��T n Y s.„„T.4 ex rPPY Y I III r. llitti '.IM+ tr FM'i NiI iligitilrl Et 20 10 0 20 40 00 Sheet: Of: 15 24 SCALE IN FEET cv r m C N- I- a, C c ch a C C) a7 (7 f�} a 00ic O O m w a 0 0 0 N E a Qp C C em C a) r r ii aT Consulting, Inc. 305 Denver Avenue - Suite D Fort Lupton, CO 80621 Ph: 303-851-€222 Fax 303-857-6224 1+00 2+00 4570 4570 4865 4865 Z cm a C II M Lk L1 a 9 ' I 4565 4865 4860 - 4860 O r I . r Q II W N 4861} _ re e-r�a� r r C� r p�11n�IYp GRADE i� G (TYPE - 486C 4855 _ - . � 6 465 y�~\ r rL -.J-- __ PROP'©E GRADE 4855 �r into 52 b `*43 4855 4850 -I (OO CG IL! — 4950 4850 4550 4845 4645 -B0 -60 -40 4865 -20 01 20 ++45 64 40 60 80 100 -BO -60 -40 -2O 20 3+00 40 60 80 100 CR 24 Cross -Si 4860 2 m II 'al a 4865 4865 m 4865 S ,--- -+2'D A �I 4860 4660 i ri M �: 4860 - - ,`- �'' w k) ��-�-.r - '>_ 4555 .r t►� _a__-_........... 4555 4855 �.> �--- 4855 7r a N..: :,1 ••- .�_ Ni ,�i,,.�„_-- 4850 ao �b Ti �S -4845 4850 4850 .Ed � +a ui) 4850 4845 4845a't 4845 -80 -60 -40 -20 0 20 40 60 + $0 100 -80 -60 -40 -20 0 20 40 60 4+40.98 80 i OC REVISIONS I a� E L41 a t 4665 4865 4865 4965 `! Ln s � r 4B60 4C5$ lii II 4W -- II pr A 11 4860in 4860 41 II o _ ui II w bA ti C 4660 --6 }} �p C3 al '}rx SJw t17 vim' �+.� 811- /- 4855 4855 _ da. -• 4855 �- fr*� ��. 11X a% O c1/4I IA I— r ��,�— � as.... — — --",-T \ / 1 It.-. r! 4 r •� k o co Nl 4950 ^ f 4850 4850 _ :_ 4850 ,�1�nnnarr �,,,wti y4 ..............:'� ' 36845 �hrA O .F i REME AND REF' ACE 1 cy a 2 Fl" MUCK WITH r n I REMOVE AND REPLACE = 4845 axe ; i �1. R40 IN. BACKFill rcn re p �� 2 FTt MUCK R40 MN, BACKFILL WITH 4845 4845 4045 —80 —60 —40 -20 0 20 40 80 100 120 -80 -80 -40 451327 03/09/2019 10:43 Carly K4PP'e, Clerk Pages: -20 0 32 of 40 AM R Fri : $0 and Recorder, 20 40 60 80 100 120 4 0►9 Wald County, CO �a7' " h jy 7. earatio, 'r+rrrl1 p.}� I'7, i$ 1.444 qA 1t1 _ 0� Job, 1®115 NW 1129.16 *r^+"• . TFY ®r 7PY �,. V ttyft.kgelaTAY . nlirCuleg ill Plicaril Ili rikliAliir Dr IN ',WI rihkitilil Ili 1 III 20 10 o 20 ao Sheet 1 Of; 24 i m••• SCALE IN FEET C ax In tea 0) N r n - L1 C 0 rrLnn �C 40 ra CN 06 yCN L r L •to C !7] 0_ Qi ii F&T Consulting, Inc, 105 Denver Avenue - Suite D Fort Lupton, CO 80621 303857-6777 Fax: 303-857-6224 6+30.67 4665 4865 5 +00 4865 4865 4861 a c 4660 — -JL °e r ou II 0 �0 II II 4660 — 4860 4855 _. - • 4855 a ,r II 0.0% I wr 'co II b# 1. 0 •,, EXIS J. -GP . +NG (n'P) II \ / s 4855 — . d.r-• 4655 4850 1 / 4850 f `' re PP.OPOS GRADE (,T1' �� ) k '4 ,1 V / - 4 4 4 I 1 1 4850 — A _ - f —_ - 4850 4545 —_ —i 4845 REM VE MD RE 0E CH 223 ilk CH 24 Imj r,r, AA r,_-- - r•, REMOVE MI REPLACE k"1t MUCK WI 'MIN. 2 FT± MI�C WITH L R40 BACKFI - 4845 .S Fl;'; Pd 00 S en V 4845 4840 ARSd 1 rn 42 4840 4840 4444 ? 4835 -- — 4935 —80 —60 -40 -20 0 20 40 60 6+79.11 4865 80 100 120 -SO -60 -40 -20 0 20 4865 40 60 60 100 4860 4 8+42.26 4660 4865 4865 L° isa -12.0 1 2 4- II D 0 to 1 LL r1 MI �ti u 4855isi ! ''m - 4855 4860 — ,e •.... *. _ cn ,�J I M f f K bi pyj I1 II 4850 1 - ► ' 4850 4855 4055 !f 1 e I 1 4845 4840 un. 040 a st REMOVE 2 Hit R40 ANEFREP MUCK WI JAIN. RACKFI VE---- 4845 4850 4640 4645 Lri v N 4850 Chk r m n -60 -60 -40 -20 0 2D 40 60 64 100 -60 -40 4513272 Pogo,: 08!09/2019 10:43 Carly Kopp's I Clerk -2D 0 33 of 40 AM R F.t : $0.00 end Recorder, Weld 20 County, 4845 40 60 ` CO cc'!r- to_ — u1 in o r N fl ow IIIIflllld4, 00 45. {'' s "' 361 �lir Frfh�/7, YjI p'�yj', �J ` �.'�}1.'.. kitAS *ti +r�rtdsri 4�itij� iiiii MAO Atoll 115115 pep 11.29.Id Data !if raw l TFY C11etkedet JCY III POrdlIFIAO;iitlIChilliADVAItifiAli:i ' i [III .� ..Wl 20 10 o F4 40 60 Sheet: 1 7 4, ' SCALE IN FEET 4865 4860 4855 4850 4545 8+53.82 o _ Er a 8 4 _ U ad 2 ii ii d d min II 6KI;TING -- - r ,i 1.7% ox CR�t,�EJ(`f1fPj� r P GRA POSED E (TYP) 'di —0. ei WW1 T°4' L*1 ' -60 -40 -20 0 20 40 60 4865 4860 4855 4850 4845 451.3272 Pons: 34 of 40 09/09/20►19 10:43 AM R Fee:$0,00 $0.00 Carly KopPea, Clerk and Recorder, Weld County, CO vi wiIsavI' I ill 20 10 0 20 40 60 s w I Ca ▪ Q a. ii ia �0*18 • L CI 0 IT C', D=. ti WE c 8 v c CR 24 Cross -Sections Northern Colorado Constructors, Inc. 0 to 5 w r t t U 4 w O to rn r in L4 1.. t% UIlff i' 4Uflrp tIrcoik stip as) ptc 36$46 q f: OVAL i •ft h11,11tive '' .Ipnr 16110 Own et TRY aka TRY, JOY Rip •J1-A¢m4 +D4aMdill &St 1 " 20' Sheet of: SCALE IN FEET 1 8 m m N ad r'} a7 0) r C CV N- T h - G 'a C C,) 1 .D QN U rJ } fV EC len Cti1 EC 101 U7 LL u7 os EL as N Cri Deriver Avenue - Suite D Kt Lupton, CO EC621 -957-6222 Fax: 303-S57-€224 ww i-tcx]nsViting.corn Im 4" CH I MATCHLINE I ,111 trt I gWHITE B TYPE III DELINEATOR I MEDIAN! 4" YELLOW STRIPES 4" YE t31N! 4" CHANNEL WHITE _ DOUBLE YELLOW)114" YELL ADDITIONAL 10 FT ROW , CHANNEL WHITE C:1 — — — — "--� t TYPE III DELINEATOR J — _ — — - - - - — .._ — _ - - - - (CE LINE (CENTER OF OOLI L ELLC%) �,- �� -Val!" - __ _ _� - y'.s,*F '` -!65:158- -1 —1100 — 0+00 0+50 1+40 1+EA 2+00 2 6Q 3+0-0 � } ` 9+I�"' Q�lit—to F 33� 1Jr 9 x 04 d + 44 t y I C 1 , CR 23 L8 tic L11 L12 L'>;8 L14 L15 1,16 I e '� '�: # * '- + 4". YELLOW _ L — — �— _ j L48 L4 M II• I M f - - _ u Cir 1'PE III DELINEATOR 1riCISsTtN ED € 4F` F0 ASPHALT & LANE LINE 4 YELLOW TYPE I DELINEATORS EXISTING 60 FT ROW 1 S i i _ BOTH SIDES OF 4" CHANNEL WHITE 8" CHANNEL WHITE TYPE III STRIPED MEDIAN 4" DELINEATOR CHANNEL `WHITE 1 4° CHANNEL WHITE r L1 /1-L24 -4" DOUBLE YELLOW � CR23&CR241m1 Striping PI; ili < f NOTES: 4.MANUFACTURE'S O P a" CHANNEL _SIGN WHITE w1 II I 1 I , I 1AAr HLINE THAT THGSHALLLS, ALL SIGN ALL LONG[TUOINAL LINES SHALL UL EPDXY PAINT AND ALL WORDS, ND STOP FOLLOW ALL RS COOTLL DE STANDARD FSP CIFFICAT CNS AND ORMED TIC AND RECOMMENDATIONS FOR COMPLIANCE, NEW SIGN POSTS SHALL OE: POST (2.25 x 225 IN Se POST) SUPPORT (2.5 IN NP-40(POST) I B SIGN SUPPORT (2,5 IN NP -44) TYPE III DELINEATOR I I 4" CHANNEL WHITE ADDITIONAL ROW 10 -�-- F� �'" ��.G1 I 4" YELLOW TYPE I DELINEATORS 4" YELLOW BOTH SIDES OF - - - 1 TYPE III DELINEATOR MEDIAN STRIPES MEDIAN - ...,_. - ___ - - - - 7. -STRIPED - - _ -V Y - _ _ ' _ _ -_ LOW) T�' - - a•.�-- moo+ - 1��%.y ``' ,,:-_ Y' � - ---1 -- .. � `a `2n L7 1,#IIG� „ 1•iT•�i is �!� �� ii.), 'C t ♦'tll• N. ' .tl , 18 '1;1 ti+50 I as 5 i ~w, .N 1 _rust e „tom sais_ 23I' R �S -tI' C5 -.4 .�+�w - - - - ' Ni , _ t 6 N 127 L 8 L,29 L30 L31 RAW that - - - - - . '. - _ .- 6ELINEATOR - - - .® _ - _ ti MUST TYPE III I "I?f 4" CHANNEL WHITE EXISTING EDGES OF IURH RIM EXISTING 1. ASPHALT & LANE LINE 60 FT ROW TYPE III DELItflT C li 4' CHANNEL WHITE 4" CHANNEL t WHITE MO CLOSED = - L19 -L24. 4" DOU:LE LE YELLOW - 7 w rY c- rs I .� a W RI i1 I I i Line Table Line Table Line Table Curve Table Line* Length Direction Start Point End Paint Line* Length Direction Start Point End Point Line* Length Direction Start Point End Point Curve # Length Radius Delta Chord Direction Chord Length Start Point End Point L1 774.1 O N11' 05' 25.07 "W N: 1300870.08 E: 3182954,13 N: 1301840.02 E: 31 82939.47 L16 82.21 NO' 09' 25.67'1N N: 1301318.78 E: 3152977,68 N: 1301380.99 E: 3182977.51 L31 162.03 SO' 04' 43. i 0"W N: 1302826.25 E: 3182980.91 N: 1302664.24 E: 3182980.89 O 1 i 00.68 65.00 88.92 N44' 28' 12"M! 91.05 N: 1301930.76 E: 3182939.42 N: E: 1301995.74 3182675.84 L2 290.74 NO' 00' 35.22"W N: 1301640.02 E: 3182339.47 N: 1301930.76 E: 3182839.42 L17 222.35 N3' 05 10.97E N: 1301380,99 E: 3182977.51 N: 1301603,02. E; 3182959.46 C2 95,38 80.00 91,08 N45 31' 48"E 85.65 N: 1301944,47 E: 3182989.42 N: 1302004.47 E: 3183050.54 L3 259.37 N3' 06' 14.13"W N: 1301381.03 E: 3182965„5 N: 1301640.02 L18 341.45 NO' 00' 35.22"W N: 1301643.02 28 N: 1301944.47 E: 3182989.42E: 03 102.04 65.00 89.94 N48' 05' 55"E 91.85 N: 1302431.73 3182876,43 N: 1302095.44 E: 3182942.64 r i5 -3 )- )- )- L4 511.00 NO' 04' 13.07"'4V N: 1300870,02 E: 3162966,14 N: 1301381.03 E: 3182965.52 L19 29.18 888' , „ 55 48„64 E N: 1302004.47 E: 3183056,54 N: 1302003.93 E: 3183079.72 04 82.22 59.99 88.07 „ S44 54 OBE 83.40 N: 1302087.76 E: 3152950.56 N: E: 1302028.65 3183039.43 m ace inL5 Gil 770.13 Si' 05' 29.62"E N; 1301640.02 E: 3182951.47 N; 1300570.02 E: 3182950,14 L20 730.97 N1' 07' 39.31 "E N: 1302095,44 E: 3182942.64 N: 1302826.26 E: 3182957.02 C5 25.65 28.55 55.35 N27 50' 34"E 24.66 N. 1302056.32 E: 318295.187 N: 1302078.13 E: 3182965.39 Qom;- 0 ^ r ' in � O rz ' L6 319.43 NO' 00' 35.22" W N; 1301 E; 3162951.47 640.02 it 1301959.45 E: 3152951,42 L21 770.12 N1' 07' 39 31"E N: 1302056.32 E: 3182953.87 N: 1302826.29 E: 3192969.02 rcsi J L7 386.40 NO' OD' 35.22"W N: 1301540.02 E: 3182985.47 N: 1302006.02 E: 3182965.41 L22 316.87 NO' 34' 53.29"E N: 1302078.13 E: 3182965.39 N: 1302396.79 E: 3182988.92 _ ooit IInnl, ti;�r� . r`5' e. >Sae 3884,6 tlxr " , s d'' - L9 405.04 NO 00' 35.22`'W N: 1307£03.02 E: 3182977.46 N: 1302006.02x E: 3182977.41 L23 429.51 NO' 03' 13.76E N: 1302395.79 E: 3182985.02 N: 1302828.29 E; 3182969.02 L9 42.52 NO' 20' 31.95"W N' 1300870.09 E: 3182978 09 N: 1300912.61 E: 3182977.84 L24 4012 .74 9138' 55' 48.64'L N: 1302028.66 E: 3183039.43 N: 1302027.92 E: 3183080.17 Co, t1,yn°E, 7 12: IV FfJ.eis, E"""4F ] .�'m �Gtpeh AAttior. L10 55,60 N0' 00' 45.23'1nJ N: 1300912.61 E: 3162977.84 I N: 13009 E: 3182977.63 56.21 L25 128.38 S0" 04' 49.23"E N: 1302216.12 E: 3182980.38 N: 1302067.78 E; 3182984.56 L11 65.22 N0' 'ID' 38.89"1 N: 1300968.21 E: 3182977.83 N: 1301033.42 E: 3182977.62 L26 115.99 SO' a2' 02.7. "W Al- E: 1302332.10 3182950.45 N: 1302216.12 E: 3152980.36 abs ,s116 L1 z s 1.75 NO" 15' 26.54"E N: E: 1301033.42 31 B2977.62 N: 1301085.18 E 3182977.86 L27 55.24 50' 1 e' 03.95"W N: 1302382.34 E: 3182980.72 N: 1302332.1 E: 3182980.45 O �y 4513272 08/0!/2019 1@:X43 P ■p ■ AM s : 35 R a f 40 Fee: $0.00 tyre 1 a. .1 J ra,.mrrif "MSS Tre- - L13 116.59 „ NO" 02 42.77"W N: 1301055.18 E: It 1301201.77 E: 3182977.78 L28 79.32 5D` 42 38.172E N: 1302461.66 E: 3182980.66 N: 1302382.34 E: 3182980.72 GUS l i � I�RIes i wu (fir Clerk Ii �t1Ci 'I��DOII"C�6f r , Ibi'®I eldCa■�� d (.OIJPIt 'lF , JGX JT,Ae� sEiotizCtrlL14 -3162977.86 114 �c iMAKIPplitliVillelyi ��Ienamel► rylk IP�� 1 150 Saaee i"-50' 54.20 NO" 03' 21.70'1 N: 1341201.77 N: 1301255.97 L29 99.39 SO' 02' 33.57"E N: 1302561.06 N: ,302461,86 I 125__ 0 50 100 E: 3162977.76 E: 3182977.71 E: 3182980.58 E: 3182980.66 ■� Sheet: OR L15 62,51 NO' 01 151.65'1N N: 1301255.9713D1319.7B E: 3182977.71 I It E: 3182977.68 I L30 103.19 ' ' " SO0329.89W N: 1302664.24 E; 318298009 N: 13{72561 .06 E; 182980.56 SCALE IN FEET O) ad a) Q cJ N. Lei rn C 8 C .O. N 'C . 0 err C) 8 I= w C ay 8 }J� a co d is 01 C 01 O i a J&T Consulting, Inc. 305 Denver Avenue - Suite 4 Fort Lupton, CO 80621 Ph. 303-857.8222 Far 303-fl57-S224 Lill I �� II0 I r11 0 STOP =0 HIU � EXISTINGI , i 0 MUST RIGHT LANE TURN RICH I GO FT I' _ e OtiANNEL WHITE ROW I TYPE III DELINEATOR TYRE 111 DELINEATOR _ air 24 INCH I PREFORMED 11M11 1HN THERMOPLASTIC --f- — Ft MOWS I STOP BAR CB— , _ _ — - -0+50 0.00 C t50 t 140 ! *50 4" DOSE YELLOW — — 2400 2+OL1 +aDIl 1_ 1 r r 3i��U 1 �400 r _ CFI 24 rut 3 o -------2--,-, ___. .� — — __ il - - ___— — r50 C10 U 1.3+00 F t so T f 00 i'+66TYPE—I -- 1 - _ H $ -{ e - 712 I I s I C12 7 L34 L, 135 I C 1 4 M L39 I DELINEATORS I 8' CHANNEL WHITE L I f 4" CHANNEL WHITE 2 - I I. —I — 4' DOUBLE YELLOW AOCITICe AL ROW 8" CHANNEL WHITE ..r I I lie I. _ 24 INCH PREFORMED I I THERMOPLASTIC STOP BAR 65 FT RADIUS I I Nit I lei I I N I I TYPE III DELINEATOR V I I CO I TYPE III DELINEATOR ]1�1f1HOSVfl M I L "Ipl ii I Striping PI Line Table Curve Table Line# Length Direction Start Point End Point Curve # Length Radius Della Chord Direction Chord Length Start Point End Point LW?? 32.29 586' 10' 22,86"E N: 13f 2407.21 E: 3182604.28 N: 1302fl45.05 E; 3182636.50 C6 441.88 5942.00 4.26 968' Oa' 48"$ 441.78 N: 1342455.2E E: 3182197.46 Ni 1302040.97 E: 3182539.00 L32 48.56 S88' 55' 48.64"E N: E: 13(}2032.83 3152827.86 N: E: 1302031.73 3182575.43E: 07 189.08 371 A.00 2,91 S57' 28' 24"E 189.08 N: 1302040.97 3182639.00 N: 1302032.63 E; 3182827.88 L33 84.89 5$8' 55' 48.84'E N: 1302020.54 E: 3182827,66 N: 1302019.42 E: 3182892.54 C9 44299 5930.00 4.26 588' 06' 48"E 44O 68 N; 1302043,26 E: 3182197.52 N: 13021129.04 E: 3182536.17 Constructors L.34 50,00 5: B' 55' 48.54"E N: 131 20{15.84 E: 3182827.43 N; 1302007.71 E: 3182877.42 C10 189.69 3730.00 2.91 587' 28' 24"E 159.67 N: 1302429.40 E: 3182638.17 N: 1302020.64 E: 3182827.66 L35 25.47 588' 55' 48.64"E N: 1302007,71 E: 3182877.42 N: 1302007,.23 E: 3182902.89E: C 11 32.36 5918.00 0.31 5.56' 10' 23't 32.36 N: 1302019.19 3182605,05 N: 1302017.03 E: 3182537,34 L.36 162.82 382' 53' 24,93"E N; 1302027.38 E: 3182442.72 N: 1302007.21 E: 3182504.28E: 012 190.30 3742.00 2.91 887' 28' 24 t 190.25 N: 1302017.03 3182637.34 N: 1302448, 64 E: 3182827.43 L38 48.44 S88' 55' 48.84"E N: i34199fi.64 E: 3182827.21 N: 1341995.74 E: 3152875.64E: C13 245.19 5918.00 2.37 589' 05' 25"E 245.17 N: 1302031.26 3182197.57 N: 1302027.36 E: 3182442.72 L39 76.80 686' 5a' 48,84"E N: E: 5302017.3$ 3183003.15 N: E: 1302015.93 3163079.94 014 190.91 3754.00 2,91 S87' 28' 24"E 190.89 N: E: 1302445.46 3182536,50 N; 1347496.64 E: 3182827,21 4513272 08/09/2019 Carly IllfrallPlitilik4kAllia Koppel*, 10:43 Clerk Pigs.: AM and R Recorder, III 36 Fri: of 40 $0 P00 Wild County, IdirifSIP I CO, � I1�,1 II i SO 25 0 54 IOU 150 REVISIONS o7 'r a v ' 1 qJ Y 4r } -a `r -, t '7 a1 C m IU1 3 in 3 N 3 yCD in C v- c'si cri r Lri T re, . r ¢ to 0 04 a 77. ireQ - 36846 yC . O it -No 7.1.7. OD ( '�Frfil4fiiiii L;�ti Pl Plllil11114'15 JotI 18115 I to, — 11 29.111 Bunn by WSS PRIlli rP l Liz' WY C efih JCY g JT'i4Ccpt5_S A sum 1"P5D' Sheet: Of: 20 24 SCALE IN FEET IC C id 03 C N. r N- J r D c_ ry ces cal J CD t]� 1� CO r S‘in radnieSS eaSilinealaarYati EXISTING FENCE (Type EXISTING TELEPHONE (T) EXISTING WATER LINE (TYP) EXISTING ROW Tx sx -;-ti' aamrm —T m_ PROPOSED LANE LINE (TYP) PROPOSED LANE LINE is" r EXISTING ROW (1w) PROPOSED CULVERT EXISTING WATER LINE I W EXISTING OVERHEAD ELECTRIC (TYP) PROPOSED EDGE OF ASPHALT (Tv?) I MATCHLINE I B EXISTING OVERHEAD ELECTRIC EXISTING FENCE "Tr _.,.---T. EXISTING WATER LINE (TYP) ram < z z a II II I I I p 1. CJI r PROPOSED LANE LINE EXISTING WATER LINE PROPOSED CULVERT EXISTING WATER LINE r � _ - 1 alma a dos dm - I I MATCHLINE V �I EXISTING OVERHEAD ELECTRIC t r r` ty...= _r_� _ • ffP— II a EXISTING WATER LINE EXISTING 21"x15" CMP CULVERT — 1 r — EXISTING WATER LINE EXISTING 21 "x15" CMP CULVERT i PROPOSED EDGE OF ASPHALT (TYP) I L EXISTING EDGE OF ASPHALT (TYP) ADDITIONAL ROW (TYP) EXISTING FENCE (WP) la m Pm 41( I, I I I I 1 v F `y V N17HOSViIIlI N I I Ma ---e-- —T EXISTING WATER LINE EXISTING 21"x15" CMP _CULVERT EXISTING WATER LINE PROPOSED CULVERT I EXISTING TELEPHONE LINE w 46i3272 Paws: 37 of 40 OBl'00/2Ot9 10:43 AM P Fn:$@ 00 Carly �IKopp.*lls,uClerk and IRecorder, Weld County, CO liii f 'i� it ' f'I��I�I Wf i 50 95 5O 100 150 SCALE 94 FEET • U 4 4 IC 4, E 2 CL CC ad CC EC Ira atti U? z 0 15 Q0 ti O V, an L 'aV t c et C4 Z 12 a r It ›- U 0 ›- }1/4 co aQ Ui Essit T rn CP T N M Ma aqb a 16116 4 1129.113 abnrad li TPY t;r,netaasr JCY F r JT-Access uLII SCBNY 1#nsok Sheet: Of; 4I 24 2 �C tO P C) E) rj h- C3 2 c 8 r C CD w 2 ict U Q7 C C 10 0 a. C 0) C cp Ll] 1lf c F cD 0 r CU • e. 600 FT TAPER/DECEL !_f e` C'Gii SIGNS SPACED 500' APART PER MUTCD STANDARDS SHIFTING TAPER TO BE 660 FT . &nuirkmoo SIGNS SPACED 500' APART PER MUTCD STANDARDS DEPARTING TAPER TO BE 100 FT NPER/DECEL LENGTH ADDITIONAL ROW CR24 MATCH LINE 12+60 ear — DRUM CHANNELIZING DEVICE WORK AREA —222 FT TRANSITION TAPER (18.5:1 X 12 FT WIDTH) 770 FT REDIRECT TAPER TO TIE INTO EXISTING (55:1 X 14 FT WIDTH) WORK AREA DRUM CHANNELIZING DEVICE atenintannanta LS\Vt1/4\VtanW\s\A 6. WO11XMEP WORK AREA 435 FT TAPER DECEL LENGTH HN maws' 6 -JO FT TAPER/DECEL LENGTH ADDITIONAL ROW MATCH LINE B 12+50 —re, ALL LANE CLOSURES WILL BE LIMITED TO HALF HOUR PAST SUNRISE TO HALF HOUR BEFORE SUNSET. WORK AREA MUST BE A SAFE CONDITION OVERNIGHT FOR TWO—WAY TRAFFIC WITH NO VERTICAL DROPS NEXT TO TRAFFIC. 4513272 Palm: 38 of ��. � 08/09/2019 10:43 Al R Fin : Carly Koppel, Clerk and Recorder, Weld County, CO liii rid MEM SCALE IN FEET {Jerk* Br was 4e TPY' CFrtk,d.By JOY ,FT-Accossiwtoriz cid Sheet: at 22 24 • CR23 WORK AREA 2% FT TRANSITION TAPER (11.5:1 X 14 FT WIDTH W z J x 600 FT TAPER,/DECELNGTH ADDITIONAL ROW 040 xxvkikxxaNx Abc 1,110,xx xx „„1,,,,,,,nwannwanwin %;Lat;,T:\nsqtiwTiawwattct 1\WanWiaiNikVikaNaxtak Tvisswikx tlioici1/47‘ t•tikx wodk vtaviimakivaciitaxszr 1' SIGNS SPACED 500' APART PER MUTOD STANDARDS DEPARTING TAPER TO BE 100 FT kPER/DECEL LENGTH ADDITIONAL ROW W< z C 2 erit I I I I I MATCHLINE e .mil DRUM CHANNELIZING DEVICE (TYP) tit 222 FT TRANSITION TAPER (1B 5:1 X 12 FT WIDTH) -- 770 FT REDIRECT TAPER TO TIE INTO EXISTING — (55:1 X 14 FT %IOTH r -WORK EA % \se- Hurip, 435 FT TAPER DECEL LENGTH L ENIlHOSVW 60D FT TAPER/DECEL LENGTH SIGNS SPACED 500' APART PER MUTCD STANDARDS SHIFTING TAPER IC BE 660 FT fflin CR23 NOTES: 12+50 MATCHLINE 8 ALL LANE CLOSURES WILL BE LIMITED TO HALF HOUR PAST SUNRISE TO HALF HOUR BEFORE SUNSET, WORK AREA MUST SE A SAFE CONDITION OVERNIGHT FOR TWO-WAY TRAFFIC WITH NO VERTICAL DROPS NEXT TO TRAFFIC. 50 25 0 50 a 1L? so:yr a.7 1� ta OS CSC comi immii 3 Y it +9 v at: e la t MI riaC '61A � IR I■ FS (tab Q`� It" E IP co u ea 100 150 SCALE IN FEET Ij kis del 4 U, E L �a 01 cc V N 0 Traffic Control Plan Northern Colorado Constructors Cf? z 0 0) W am r a ;1 7 r 4 C 5-5- U O O at PI �001.su) Aierr,+ yZ s.04) ,�.‘Pd;" �lS 36846 gek f rre L: �0,4"t � titi i,D, Ott% 11„I' yl ryr' Jab. 15116 0„00 11.$',16 °awns, WSa pY Chitin Y Fdr ,1T.A c $5Hfl i& CIA sale 1 "=56' Sheet: of; 23 4* 2 0 0 tv C) r I A a t] re l_ CC rGtil CrS rCC _V}} a> sic co {75 T. iI r M. Jenver Avenue - Suite D in Lupton, CO 80621 857-6222 Fax 303-857-6224 wMvwj-tconsul6ng,com Ill uc I 1 i I I I I I MATCHLINE B 500 FT TAPER/DECEL LENGTH ma 259 FT TRANSITION TAPER X 14 FT WI TLIj ADDITIONAL w—.; j {19.5:1 AP TUPR. = s rid) _ _ _ y ' - : —9'+r aft '1— —MOO 0+00 0+50 1+007 I 54 S+S 2+50 9+4fl 8+50 4+00 1+54 5+00 5+50 0+00 8+50 7+00 7+50 8+Q0 +93 1Ff56�� 10+Tl 00 11 50 12+50 '13+00 19+0 - 14+01 CR 23N. ... X L _. ` FT. DRUM CHANNELIZING — ! A 6AQ X50 P DEVICE r mac r UM ASIAD' OW WORK AREA —222 FT TRANSITION TAPER (15,5:1 X 12 FT WIDTH) -.- 60D FT TAPER/DECEL LENGTH I ! R 24 Impravemeni ffic Control Plan Phase 3 a — — SIGNS SPACED 500' PER MUTCD STANDARDS APART — — SHIFTING TAPER TO BE 660 - FT SIGNS SPACED 500' APART r = NOTE: ZI' aw • 4 FicI I I i I) I III g11 II I I DEPARTING I I MATCHLINE PER MUTCD TAPER STANDARDS TO BE 100 ALL FT HOUR WORK WITH LANE CLOSURES BEFORE AREA NO VERTICAL MUST SUNSET. WILL DE LIMITED BE A SAFE CONDITION DROPS NEXT TO TRAFFIC. TO HALF OVERNIGHT HOUR PAST SUNRISE TO HALF FOR TWO-WAY TRAFFIC samonastio3 opeao oo u uegpoN IB 770 FT 10 TIE REDIRECT TAPER INTO EXISTING %.P'ER/DECEL LENGTH / I (55:1 X 14 FT WIDTH) ADDITIONAL ROW-- ,/ I I • _ ` / — -- — — -10+3 --.1 ,p,'Tls+p" 12+50 131-00 13+40 14+00 14++ O 15+00 15+60 16+04 16+50—se 1 - 18+00 - 18+50 19+00 i 9+60 200W 20+50 CR 23 r _ _.. 4 50 FT 4 _ s (TYP) j I I WORK AREA ow KM ' MiIK I w Z Q 0 ce dfJ Ht L un ti � y 1 UU U ----_--- — — -- —— 4513272 05/09,2019 Carl IIIII KoriPss, Pritil:141M14111/41 10:43 Clark Pages: AM and R Raoar+dsr 40 of F. Jy�� a ill hill/ 50 40 W21 YI ill 25 Count V' Iiifctic i 0 114 50 . 104 ill 150 V -o c o 2 W v' f i gAl V m .. ,11 in s % .' , i REc it: Inn 3684�s - %,,,,,, az t:t-"si -gift ii . ii rato log, N 16116 Win= 11.20.18 Grab e l MS ! 9esioned &v TPY Checked fly ,1CY File JT-AcuessHcria ctrl Scale 1'l=5D' inammil SCALE IN FEET Sheet: Of: 24 24 SUBDIVISION BOND Bond No. 2277895 KNOW ALL MEN BY THESE PRESENTS, that we Northern Colorado Constructors, Inc. 9075 WCR 10; Fort Lupton, CO 80621 as Principal, and North American Specialty Insurance Company authorized to do business in the State of Colorado , as Surety, are held and firmly bound unto Board of County Commissiohara__ounty QfaveJd,__State of Golora as Obligee, in the penal sum of Seven Hundred Eighty -Two Thousand, Eight Hundred Twenty -Four and no/100ths (5 782,824.00 ) DOLLARS, lawful money of the United States of America, for the payment of which well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents, WHEREAS, Northern Colorado Constructors, Inc. has agreed to construct in CR 23 & CR 24 Improvements located in part of NE, SW, & SE 1/4 Section 12, T2N, R67W of the 6th P.M. County of Weld, State of Colorado the following improvements: as detailed in J & T Consulting, Inc. Opinion of Probable Construction Costs for CR 23 & CR 24 Improvements, dated June 13, 2019 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall construct, or have constructed, the improvements herein described and shall save the Obligee harmless from any loss, cost or damage by reason of its failure to complete said work, then this obligation shall be null and void; otherwise to remain in full force and effect. Signed, sealed and dated this 13th day of June , 2019 • Northern Colorado Constructors. Inc. Principal By: North Americaq. Specialty ns ra ante Company By: S.3689IGE 2/98 XDP Attorney -in -Fact State of Illinois County of Cook yS' SWISS RE CORPORATE SOLUTIONS NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY 1 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 I lampshire. and having its principal office in the City of Kansas City, Missouri and Washington I s et -national Insurance Company a corporation organized and existing under the taws 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, DARLENE KRINGS, K'ANNE E. VOGEL, ROYAL R. LOVELL, KELLY T. URWILLER, WESLEY J. BUTORAC, STEVEN J. BLOtIM, DULC'E R. }IUGGINS, AND KRISTEN PEREIRO JOINTLY OR SEVERALLY Its true and lawful Attorney(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 (550,000,000.00) 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 Antericao Specialty' Insurance Company and Washington International Insurance Company at meetings duly called and held on March 24, 2O00 and Westport insurance Corporation by written -consent of its Executive Committee dated July I $, 2O1 I. "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 attorney named in the given foyer of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them herehc 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 FUR!"I1ER 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 hearing such facsimile signatures or facsimile seal shall he 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.' By Steens P. Ando-son. Nether S tee President ar a ashen„=ton tote€naponat taotteante Company & Senior Vice President of North Asterism Special() insurance Co ',man) & Senior 'Vice President of esestporr Insurance Corporation tt) .Mike A. Ito, Senior Vice President of wadi invert International ilit11,41‘,Ve Company & Senior Vice President al -North American Specialnv Insurance Cowan) & Senior Mice President of SFeftport 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 he 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 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 sworn, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to he the voluntary act and deed of their respective companies. letr,rr PO*State al muss;., r ommttster: Ievens 12A4/2021 M. Kenny, Notary Public s'', 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 trite and correct copy of a Power of Attorney given by said North American Specialty Insurance Company. Washington Imern.;tiunal 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 jday o Jztaey Goldberg, Vice Pr_sident & a sistant 5acrecary ofWastnn5tnnt ratitt,14§1131 tagnrinet Company North American Specialty Insurance Comp;my & Vint Peecictitni& d neinsnt Scorata,} of Weatpott-Insurance Corporation New Contract Request Entity Information Entity Name* NORTHERN COLORADO CONSTRUCTORS Entity ID @IJDD11074 ❑ New Entity? Contract Name* Contract ID IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT 3016 rJSR i7-0072 Contract Status CTB REVIEW Contract Lead* TJUANICORENA. Contract Lead Email tjuanicorena@cap :aweld_co.us Contract Description* IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT WITH COLLATERAL USR'I7-0O72 Contract Description 2 Contract Type.' AGREEMENT Amount* 5782,824.00 Renewable NO Automatic Renewal Grant tGA Department PUBLIC WORKS Department Email CM- PublicWorrks@weldgov.com Department Head Email CM-PublicWorks- DeptHead© ielldgov.com County Attorney GENERAL COUNTY Al I ORNEY EMAIL County Attorney Email C M- COUNTYATTORNEYip ELD GOV. CUM If this is a renewal enter previous Contract ID if this is part of a MSA enter MSA Contract ID Requested BOCC Agenda Date* 07731/2019 Parent Contract ID Requires Board Approval YES Department Project ft Due Date 07/27/2019 Will a work session with BOCC be required?" NO Does Contract require Purchasing Dept. to be included? NO Note: the Previous Contract Number and Master Services Agreement Number should be left blank if those contracts are not in OnBase Contract Dates Effective Date Termination Notice Period Review Date* 07/29/2020 Renewal Date Committed Delivery Date. Expiration Date* 07/2812021 Contact Information Contact Info Contact Name Purchasing Purchasing Approver Approval Process Department Head JAY MCDONALD DH Approved Date 07124/2019 Final Approval BOCC Approved YES BOCC Signed Date 07/31/2019 BOCC Agenda Date 07/31/2019 Originator TJUANICORENA Contact Type Contact Email Finance Approver BARB CONNOLLY Contact Phone 1 Contact Phone 2 Purchasing Approved Date Finance Approved Date 07/26/2019 Tyler Ref # RECORDING Legal Counsel BOB CHOATE Legal Counsel Approved Date 07/2612019 Hello