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Home My WebLink About20183559.tiffRESOLUTION RE: APPROVE IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT ACCORDING TO POLICY REGARDING COLLATERAL FOR IMPROVEMENTS, AUTHORIZE CHAIR TO SIGN, AND ACCEPT COLLATERAL FOR USE BY SPECIAL REVIEW PERMIT, USR17-0043 - SIMON CONTRACTORS, INC. WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, on February 5, 2018, the Weld County Board of Commissioners approved the application of Simon Contractors, Inc., 6215 Clear Creek Parkway, Cheyenne, WY 82003, for a Site Specific Development Plan and Use by Special Review Permit, USR17-0043, for Mineral Resource Development including Asphalt and Concrete Batch Plants, materials processing (crushing and screening), material stock piles, an office, a shop, and outdoor truck and employee parking in the A (Agricultural) Zone District, on the following described real estate, to -wit: Part of the W1/2 of Section 16, Township 7 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 Simon Contractors, Inc., 6215 Clear Creek Parkway, Cheyenne, WY 82003, with terms and conditions being as stated in said agreement, and WHEREAS, the Board has been presented with Performance Bond No. 015204474 from Liberty Mutual Insurance Company, in the amount of $273,882.00, and WHEREAS, after review, the Board deems it advisable to approve said agreement and accept said Performance Bond as stated above, copies of which are attached hereto and incorporated herein by reference. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the Improvements and Road Maintenance Agreement According to Policy Regarding Collateral for Improvements between the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, and Simon Contractors, Inc., be, and hereby is, approved. BE IT FURTHER RESOLVED that the Performance Bond No. 015204474 from Liberty Mutual Insurance Company, 175 Berkeley Street, Boston, MA 02116, in the amount of $273,882.00, be and hereby is, accepted. BE IT FURTHER RESOLVED by the Board that the Chair be, and hereby is, authorized to sign said agreement ems- pu)6r.), ie4d 2018-3559 PL2503 IMPROVEMENTS AGREEMENT - SIMON CONTRACTORS, INC. PAGE 2 The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 7th day of November, A.D., 2018. BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO ATTEST: dithiv C.JC4Weld County Clrk to the Board BY: �� l Deputy Cle kF to the Board APPED AST -O ounty A ttorney Date of signature: Stye Moreno, Chair ike Freeman 2018-3559 PL2503 ID 'C.2,2-4/1 BOARD OF COUNTY COMMISSIONERS PASS -AROUND REVIEW/Regular or Consent Hearing Agenda REQUEST RE: BOCC Agenda Item - Approve Improvements Agreement for: Simon Contractors — USRI7-0043 DEPARTMENT: Public Works DATE: 10/30/2018 PERSON REQUESTING: Evan Pinkhatn Brief description of the issue: The Department of Public Works received a request from the applicant, Simon Contractors, requesting that the Board of County Commissioners consider approving the Improvements Agreement for the asphalt and concrete batch plant (USR17-0043). 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. The Department of Public Works received a request from the applicant, Simon Contractors, requesting that the Board of County Commissioners consider accepting off -site collateral in the form of a performance bond in the amount of $273,882.00, for the above -mentioned Improvements Agreement. What options exist for the Board? 1. Have this BOCC Hearing item be placed on the next available agenda as part of the Consent Agenda. 2. Have this BOCC Hearing item be placed on the next available agenda as part of the Regular Agenda. Recom dation: Optio I. he 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 (USR17-0043), and that this item be placed on the next regularly scheduled BOCC Hearing, as part of the Consent Agenda. Approve Schcsulc Rrgutar Recommendation Sean P. Conway Julie A. Cozad Mike Freeman Barbara Kirkmeyer, Pro-Tem Steve Moreno, Chair BOCC I fearing (teal Qther/Comments: 1117 �� cDSO3 IMPROVEMENTS & ROAD MAINTENANCE AGREEMENT ACCORDING TO POLICY REGARDING COLLATERAL FOR IMPROVEMENTS Simon Contractors - USR17-0043 THIS AGREEMENT is made this 7-4day of , 2018, by and between, Simon Contractors a corporation organized under the laws of the State of Wyoming, whose address is 6215 Clear Creek Parkway, Cheyenne, Wyoming, 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 lessee of the following described property in the County of Weld, Colorado: Part of the W1/2 of Section 16, Township 7 North, Range 67 West of the 6th P.M., Weld County, Colorado and hereinafter referred to as "the Property," and WHEREAS, Property Owner has received Board of County Commissioner approval of USR17- 0043, and WHEREAS, the applicant shall not operate the Asphalt and Ready -Mix plants commercially until the off -site improvements to County Road 80.5 and State Highway 257 are complete, with the exception of operations to supply their own (Simon Contractors, Inc.) materials for off -site improvements. Additionally, the applicant intends to construct on -site improvements, such as the water quality features and berms (which will be seeded to mitigate erosion, as required), internal grading, drainage and erosion control work, and WHEREAS, Property Owner acknowledges that the final approval of USR17-0043 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 — Off -Site Improvements Costs of Construction, Exhibit B — Off -Site Improvements Construction Schedule, Exhibit C — Construction Plans, Exhibit D — Plat Map (recorded simultaneously with this Agreement), and WHEREAS, Property Owner acknowledges they may not operate as described in USR17-0043 until said improvements have been completed and accepted by County, and WHEREAS, Property Owner acknowledges that pursuant to the provisions of Weld County Code Sec. 23-2-290, the failure to commence construction of the improvements outlined herein within three (3) years of the approval of USR17-0043 may result in the revocation or suspension of USR17-0043, 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. 4445041 Pages: 1 of 107 11/08/2018 1143 AM R Fee:$0.00 Carly Kcppes: Clerk and Recorder, Weld County CO 115i/ ,I ikIII III 13 2W/Y- 35�� 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 applicant shall not operate the Asphalt and Ready -Mix plants commercially until the off -site improvements to County Road 80.5 and State Highway 257 are complete, with the exception of operations to supply their own (Simon Contractors, Inc.) materials for off -site improvements. Additionally, the applicant intends to construct on -site improvements, such as the water quality features and berms (which will be seeded to mitigate erosion, as required), internal grading, drainage and erosion control work, 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 and construct a paved roadway along CR 80.5 from Highway 257 to 50' feet east of the project access. 2) Design and construct turn lanes on Highway 257. Property Owner shall coordinate with CDOT and receive all necessary authorizations to complete such work. Property Owner shall not be required to submit collateral to the County for the improvements to Highway 257. 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. 2.0 Cost of Construction Exhibit. The cost of construction estimates (engineer's estimate) as identified in Exhibit A 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. 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 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 in order to request the warranty period begin. In the event that the construction schedule is not current, the Property Owner shall submit a revised construction schedule. 4445041 Pages: 2 of 107 11/08/2018 11:43 AM R Fee:$0,00 Carly Kopoes Clerk and Recorder Meld County CO ®lil l,IcIA'VIAOY.14,,IItJl',Cii ii!OileM0UNtii it N 2of13 4.0 Off -site Improvements Collateral. As required, collateral is accepted and released by the Board of County Commissioners pursuant to the Weld County Code. Additional information about collateral is outlined in Part II.B of this Agreement. 5.0 As -Built Plans. "As -built" plans shall be submitted at the time the letter requesting release of collateral is submitted or once the Property Owner has completed improvements as described in Part II.B, Subsection 3.2.3, of this Agreement. Property Owner shall also provide an electronic copy of the as -built drawings. The as -built drawings shall be stamped, signed, and dated by a licensed and registered Professional Land Surveyor or Professional Engineer. 6.0 Construction Plans. Exhibit C contains the construction plans submitted by the Property Owner and conditionally approved by the County. The parties recognize that these construction plans are initial plans, not final plans. Property Owner agrees to periodically submit updated construction plans for review and approval when requested by County. Final construction plans, once approved by the Director of the Weld County Department of Public Works, shall be recorded with reference to this Agreement, and shall supersede the initial construction plans as Exhibit C. Although the parties have attempted to estimate the costs of construction provided in Exhibit A, if the County determines, after review and approval of the final construction plans, that Exhibit A is no longer accurate, a new Exhibit A shall be recorded with reference to this Agreement, and shall supersede the initial costs of construction described in Exhibit A. In that case, Property Owner shall be required to submit additional collateral to cover all costs described in the updated Exhibit A. 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. Property Owner is required to design, obtain right-of-way, relocate utilities, and construct said auxiliary lanes into their site when all traffic to/from the Property meets the following traffic triggers: 1) Property Owner shall design and construct a left deceleration/turn lane on CR 80.5 whenever traffic exceeds 10 vehicles per hour (VPH) turning left into the Property for an average daily peak hour. 2) Property Owner shall design and construct a right deceleration/turn lane on CR 80.5 whenever traffic exceeds 25 VPH turning right into the Property for an average daily peak hour. 3) Property Owner shall design and construct a right acceleration lane on CR 80.5 whenever traffic exceeds 50 VPH turning right out of the Property for an average daily peak hour. 4) Property Owner shall design and construct a left acceleration lane on CR 80.5 whenever such a lane would be a benefit to the safety and operation of the roadway. The County, in its sole discretion, shall determine if a left acceleration lane is required. 2.0 Property Owner's Responsibilities when Future Triggers are Met. Property Owner is solely responsible for all designated improvements and their 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. Proportional share of certain improvements will be determined by the 4445041 Pages: 3 of 107 11/08/2018 11:43 AM R Fee:$0.00 Carly Kr_ppes. Clerk and Recorder, Weld County, CO ®!!! KIMINe'1 4i0,,CE', in till f 13 County when the determination is made that improvements will be required. 3.0 Cost of Construction Exhibit. The cost of construction estimates (engineer's estimate) as identified in Exhibit A 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. 4.0 Construction Schedule Exhibit. When the trigger is met the Property Owner shall submit Exhibit B within 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 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. 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) CR 80.5 between Highway 257 and the easternmost approved access location. 2.0 Haul trucks shall enter and exit the site at the approved access(es) on CR 80.5 and travel east -west to Highway 257 for further dispersal. Any County roads used by USRI7-0043 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. 5.0 Haul Route Signage. Property Owner shall install travel route signs, if applicable, as per Manual 4445041 Pages: 4 of 107 11/08/2018 11:43 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO of 13 of Uniform Traffic Control Devices standards, at all exit points of the Property which can be clearly seen by drivers leaving the facility and which clearly depict County approved travel routes. 6.0 No Deviation from Permitted Haul Routes. Except as authorized by the Board pursuant to this Agreement, no use of any roads other than those specifically authorized for use in this Agreement is permitted without the prior written amendment of this Agreement. D. Maintenance Requirements: 1.0 Off site recurring maintenance, if applicable, as required by the Board: 1) Application of topical magnesium chloride on CR 5 7 times annually or if additional applications above this amount are needed in accordance with the amount of traffic generated. 2) Application of full depth magnesium chloride 3 times a year on CR 2.0 Dust Control. Property Owner shall be financially responsible for its proportional share of dust control on unpaved designated haul/travel routes after commencement of operation. The amount and extent of dust control will be determined by site -specific conditions at the time, as determined exclusively by County personnel. Dust abatement along the relevant haul/travel routes is expected to occur approximately two to five times per year. Dust abatement is required for roads with more than 200 vehicles per day, per section 8-6-100 of the Weld County Code. 2.1 Dust Control During Construction. If necessary, as determined by the County, the Property Owner shall cause to be performed within 30 days of notification, at its sole expense, dust control by a contractor approved by Weld County Public Works during the construction period of the development. 3.0 Repair. Property Owner shall be financially responsible for its proportional share of excavation, patching, and pavement repair on designated haul/travel routes. The amount and extent of repair and paving measures will be determined by site -specific conditions at the time, as determined exclusively by County personnel. 4.0 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). 5.0 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 4445041 Pages: 5 of 107 11/08/2018 11:43 AM R Fee:$0.00 Carly Koppes. Clerk and Recorder; Weld County. Co 1111 P.,11,4 l 1TO, i11PM:i l y), II III 3 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. 6.0 Calculation of Property Owner's Proportional Share of Costs. The County shall notify Property Owner of County's preliminary determination and assessment of Property Owner's proportional share of costs of maintenance, repair, or improvements to Property Owner's designated haul/travel routes. Prior to County's final determination and assessment, County shall provide Property Owner with a reasonable opportunity to review, comment upon and supplement County's data, collection methodology, and determinations. The County shall review and consider Property Owner's input prior to making a final determination and assessment. The County shall have sole responsibility for determination of Property Owner's proportional share of costs. Property Owner agrees to pay such proportional share of costs within 30 days of receiving an invoice from County. 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 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 2: 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 4445041 Pages: 6 of 107 11/08/2018 11:43 AM R Fee:$0.00 Carly Keppes, Clerk and Recorder, Weld County, CO )f 13 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. 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; and (3) Road Maintenance Collateral is required to be kept in place for the life of the permit/project. Collateral acceptance and release is governed by the Weld County Code. 1.1 Project Collateral shall be submitted to guarantee completion of off -site improvements identified in the Exhibits. Project Collateral must be submitted in an amount equal to 100% of the value of the improvements, as calculated in the cost of construction exhibits. Project Collateral must be submitted at the time of execution of the Agreement, unless otherwise directed by the Board of County Commissioners. In the event that Property Owner fails to adequately complete the required improvements, County may, in its sole discretion, access Project Collateral for the purpose of completing such improvements. It may be necessary to provide additional collateral in the event the cost estimate is older than three (3) years. NO WORK SHALL COMMENCE UNTIL PROJECT COLLATERAL HAS BEEN SUBMITTED AND ACCEPTED BY THE COUNTY. 4445041 Pages: 7 of 107 11/08/2018 11:43 PM R Fee:$0.00 Carly Koroes. Clerk and Recorder, Weld County.. CO ■III �1 �� %kWh r,�;�� N1N:I14 iYr�UI II 13 1.2 Warranty Collateral shall be submitted and held by the County until release after the two- year warranty period following the County's initial approval of the improvements. Warranty Collateral shall be in an amount equal to 15% of Project Collateral. In the event that Property Owner fails to adequately complete or repair improvements during the warranty period, County may, in its sole discretion, access Warranty Collateral for the purpose of completing such improvements. 1.3 Road Maintenance Collateral shall be submitted and held by County for the life of the development. Road Maintenance Collateral is $3,600 for developments with paved designated travel routes, and $2,400 for developments with unpaved designated travel routes. The Road Maintenance Collateral may be accessed by County if, following notification to Property Owner of required roadway safety related repairs or maintenance (including dust control), Property Owner fails to perform said repairs within the time allowed in County's notification. If any of this collateral shall be collected by County, Property Owner shall replace the amount, plus interest, within six (6) months. If no Project Collateral is required to be submitted, Road Maintenance Collateral shall be submitted at the time of execution of this Agreement. 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. 3.2 Request for Release of Collateral. Prior to release of collateral by Weld County for the entire project or for a portion of the project, the Property Owner must present a Statement of Substantial Compliance from an Engineer registered in the State of Colorado. The Statement of Substantial Compliance shall state that the project or a portion of the project has been completed in substantial compliance with accepted plans and specifications documenting the following: 3.2.1 The Property Owner's Engineer or his representative has made regular on -site inspections during the course of construction and the construction plans utilized are the same as those accepted by Weld County. 3.2.2 For the improvements to public rights -of -way or easements, test results must be submitted for all phases of this project as per Colorado Department of Transportation (CDOT) Schedule for minimum materials sampling, testing and inspections found in CDOT Materials Manual. 3.2.3 "As -built" plans shall be submitted at the time the letter requesting release of collateral is submitted or at such time as the Property Owner has completed improvements as shown on the Exhibit C and/or Exhibit D, and shall be stamped and approved by an Engineer registered in the State of Colorado, if an Engineer 4445041 Pages: 8 of' 107 11/08/2018 11:43 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder. Weld County. CO RII E JLI' III 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. 2.2 Two -Year Warranty Period. Such initial approval begins the two-year warranty period. Upon completion of the two-year warranty period, County Public Works personnel shall, upon request by the Property Owner, inspect the subject improvements, and notify the Property Owner of any deficiencies. If any deficiencies are discovered, the Property Owner shall correct the deficiencies. County personnel shall re -inspect the improvements after notification from the Property Owner that said deficiencies have been corrected. If the County personnel finds that the improvements are constructed according to County standards, he or she shall approve the improvements. Such final approval shall authorize the Property Owner to request the Board of County Commissioners to release the Warranty Collateral. 2.3 Placement of Improvements into Service Prior to County Approval. If requested by the Property Owner and agreed by the County, portions of the improvements may be placed in service when completed according to the schedule shown on the construction schedule exhibit, but such use and operation shall not alone constitute an approval or acceptance of said portions of the improvements. County may, at its option, issue building permits for construction for which the improvements detailed herein have been started but not completed according to the schedule shown on the construction schedule exhibit, and may continue to issue building permits so long as the progress of work on the improvements is satisfactory to the County, and all terms of this Agreement have been faithfully kept by Property Owner. D. 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 4445041 Pages: 9 of 107 11/08/2018 11:43 AM R Fee:$0.00 Carly Koppes- Clerk and Recorder. Weld County, CO ■III ��.l�L ra�ho '"«i�"F'�r.1rM�'�� hiit Wir,F+Ii k4iI:4.11,,,i, II II 3 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 12 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 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 4445041 Pages: 10 of 107 11/08/2018 11:43 AM R Fee:$0.00 Carly Koppes. Clerk and Recorder. Weld County. CO ■IIIl�.rl��,�17k`I'41��U�T,h' M4��R1�l� rM �c�s, �I III 13 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. K. General Provisions: 1.0 Successors and Assigns. 1.1 Property Owner may not delegate, transfer, or assign this Agreement in whole or in part, without the prior express written consent of County and the written agreement of the party to whom the obligations under this Agreement are assigned. Consent to a delegation or an assignment will not be unreasonably withheld by County. In such case, Property Owner's release of its obligations shall be accomplished by County's execution of a new Improvements Agreement with the successor owner of the property. 1.2 County's rights and obligations under this Agreement shall automatically be delegated, transferred, or assigned to any municipality which, by and through annexation proceedings, has assumed jurisdiction and maintenance responsibility over all roads affected by this Agreement. 2.0 Severability. If any term or condition of this Agreement shall be held to be invalid, illegal, or unenforceable by a court of competent jurisdiction, this Agreement shall be construed and enforced without such provision, to the extent that this Agreement is then capable of execution within the original intent of the parties. 3.0 Governmental Immunity. No term or condition of this contract shall be construed or interpreted as a waiver, express or implied, of any of the immunities, rights, benefits, protections or other provisions, of the Colorado Governmental Immunity Act §§24-10-101 et seq., as applicable now or hereafter amended. 4.0 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 4445041 Pages: 11 of 107 11/08/2018 11:43 AM R Fee:$0.00 Carly Koppes. Clerk and Recorder. Weld County, CO ®III iliIF71.1dyi, 111111 3 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. 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. 4445041 Pages: 12 of 107 11/08/2018 11:43 AM R Fee:$0.00 Carly Koppes: Clerk and Recorder, Weld County, CO ■III kiraNIN11111 2of13 PROPERTY OWNER: By: �� r Name: Title: LESSEE (IF APPLICABLE): By: c; Name: Title:i`low STATE OF COLORADO County of Weld ) ) Date Date SS. /o/¢ -/i6 Jeannette Zimmerman - Notary Public County of Laramie State of Wyoming My Commission Expires June 20, 2019 The foregoing instrument was acknowledged before me this 4I" day of ,o' ( 201 S , by tCa, c� WITNESS my hand and official seal. WELD COUNTY: r�.),C� ATTEST: • O•ei Weld 'ou ty Clerk to the Boa 4445041 Pages: 13 of 107 11/08/2018 11:43 PM R Fee:$0.00 Carly Koppes. Clerk and Recorder; Weld County. CO ■I i llid DailNI 1:,9hI G'��F BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO Steve Moreno, Chair NOV 0 7 2018 3 of 13 a0/f-555 EXHIBIT A-1 - Cost Sheet (OFF -SITE) Name of Facility: Simon Contractors Filing/Case #: USR17-0043 Personnel Contact: Name: Brett Baker Title: President Location: WCR 80.5 (tr) SH 257 Phone: Intending to be legally bound, the undersigned Applicant her agrees to provide throughout thrs jacilin the jo!lmvin i Improvements (Leave spaces blank where they do not apply) (OFF -SITE) Quantity Units Unit Costs (8) Estimated Construction Cost $ 4. PUBLIC WORKS 4, Survey, Street Monuments/Boxes Street Grading 2000.00 CY $15.00 $30,000.00 Street Base 700.00 CY $48.00 $33,600.00 Street Paving 1227.00 TON $91.00 $111,657.00 Pavement Marking 25.00 GAL $340.00 $8,500.00 Curbs, Gutters, and Culverts Sidewalk Entrance/Access Improvements 1.00 LS $20,000.00 $20,000.00 Road Culvert + FE 134.00 LF $60.00 $10,600.00 Dust Control (per Sec. E.-7.5.2) Road Maint. Collateral (per Sec. E.-7.5) 4, PLANNING SERVICES 4, Fire Hydrants Site Grading Retention/Detention Ponds Stormwater/Drainage Facilities Erosion Control Measures/BMP's 1.00 LS $30,000.00 $30,000.00 Grass Lined Swale Subsurface Drainage Ditch Improvements Parking Area, Curb Stops, Bus Kiosks, Mailboxes Street Lighting Street Names Signage + Posts 25.00 SF $25.00 $1,525.00 Fencing Requirements Landscaping, Seeding, Trees, etc. 1.00 LS $3,000.00 $3,000.00 Park Improvements Handicap Accessibility, Parking & Rails 4, Health Department 4, Septic Systems SUB -TOTAL: $248,882.00 (Testing, inspection, as -built plans and work in addition to preliminary and Engineering and Supervision Costs (5) final plat; supervision of actual construction by contractors) $25,000.00 TOTAL ESTIMATED COST OF IMPROVEMENTS, ENGINEERING AND SUPERVISION ($) $273,882.00 4445041 Pages: 14 of 107 11/08/2018 11:43 AM R Fee:$0.00 Carly Kop�pees. Cleric and Recorder, LWeld County, CO LL W VIII ��1 II I■ �l �I�� II��I��l ! llil�l� l l it /IiIiii,,I II EXHIBIT A-1 - Cost Sheet (Signature Page) The above improvements shall be constructed in accordance with all County requirements and specifications, and conformance with this provision shall be determined solely by Weld County, or its duly authorized agent. Said improvements shall be completed according to the construction schedule set out in Exhibit B By: Applicant — s//-fanJ Date: OC747 , 20 /a' Title By: Applicant ownor Title Date: vc q ,20 4445041 Pages: 15 of 107 11/08/2018 11:43 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder; Weld County, CO 01111' IN 1'1115' 101,14 IMO �i�fkd��'�N� �,2' 1 �I ll i EXHIBIT B-1 - Time Schedule (OFF -SITE) Name of Subdivision, PUD, USR, RE, SPR: Simon Contractors Filing/Case #: USR17-0043 Location: Weld County Intending to he legally bound, the undersigned Applicant hereby agrees to provide throughout this facility the following improvements Improvements (Leave spaces blank where they do not apply) Time O\ -SITE (OFF -SITE) 4. PUBLIC WORKS 4, Survey, Street Monuments/Boxes Street Grading 08/01/2019 to 10/01/2019 Street Base 08/01/2019 to 10/01/2019 Street Paving 10/01/2019 to 10/31/2019 Pavement Marking 10/01/2019 to 10/31/2019 Entrance/Access Improvements Road Culvert 08/01/2019 to 10/01/2019 Sidewalks, Curbs, Gutters, and Culverts (OFF -SITE) Dust Control (per Sec. E.-7.5.2) Road Maint. Collateral (per Sec. E.-7.5) 4, PLANNING SERVICES 4, Sidewalks, Curbs, Gutters, and Culverts (ON -SITE) Fire Hydrants Site Grading Retention/Detention Ponds Stormwater/Drainage Facilities Erosion Control Measures/BMP's 08/01/2019 to 10/01/2019 Grass Lined Swale Subsurface Drainage Ditch Improvements Parking Area, Curb Stops, Bus Kiosks, Mailboxes Street Lighting Street Names Signage 10/15/2019 to 12/31/2019 Fencing Requirements Landscaping, Seeding, Trees, etc. 10/15/2019 to 12/31/2019 Park Improvements Handicap Accessibility, Parking & Rails 4, Health Department 4, Septic Systems Final Completion Date for Entire Project 12131 2019 4445041 Pages: 16 of 107 11/08/2018 11:43 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder. Weld County. CO VIII �i�11��M ��'��P11' to ��i�� M � i ■'11 �11��'i®� ��Il UI II EXHIBIT B-1 - Time Schedule - Signature Page The County, at its option, and upon the request of the Applicant, may grant an extension of time for completion for any particular improvements shown above, upon a showing by the Applicant that the above schedule cannot be met. By: Applicant %2c5iO 1T — Si i/c.v Title By )/tti; Applicant C W Title Date: OG1 ¢ , 20 /8 Date: Oa. c , 20 /8 4445041 Pages: 17 of 107 11/08/2018 11:43 AM R Fee:$0.00 Carty Koppes. Clerk and Recorder. Meld County. CO till ihertv +'latual. ablij Document A312 TM - 2010 Bond No. 015204474 Conforms with The American Institute of Architects AIA Document 31 Performance Bond CONTRACTOR: (Name, legal status and address) Simon Contractors PO Box 209 Cheyenne, WY 82003 OWNER: (Name, legal status and address) Weld County 1150 0 Street Greeley, CO 80631 CONSTRUCTION CONTRACT Date: Amount: $ 273,882.00 SURETY: (Name, legal status and principal place of business) Liberty Mutual Insurance Company 175 Berkeley Street Boston, MA 02116 Mailing Address for Notices Liberty Mutual Insurance Company Attention: Surety Claims Department 1001 4th Avenue, Suite 1700 Seattle, WA 98154 This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. Two Hundred Seventy Three Thousand Eight Hundred Eighty Two Dollars and 00/100 Description: (Name and location) Improvements & Road Maintenance USR17-0043 BOND Date: (Not earlier than Construction Contract Date) Amount: $ $273,882.00 Modifications to this Bond: Two Hundred Seventy Three Thousand Eight Hundred Eighty Two Dollars and 00/100 XD None See Section 16 CONTRACTOR AS PRINCIPAL Company: (Corporate Seal) Simon Contractors Signature: Name and Title: Vet 5p; kit, /41Arthii(., SURETY Company; (Corporate Seal) Liberty Mutual Insurance Company (Any additional signatures appear on the last page of this Pefforinance Bond.) (FOR INFORMATION ONLY —Name, address and telephone) AGENT or BROKER: Willis of New York, Inc. Brookfield Place, 200 Liberty Street, 6th Floor New York, NY 10281 212-915-8888 S-1852/AS 8/10 OWNER'S REPRESENTATIVE: (Architect, Engineer or other party:) § 1 The Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to the Owner for the performance of the Construction Contract, which is incorporated herein by reference. § 2 If the Contractor performs the Construction Contract, the Surety and the Contractor shall have no obligation under this Bond, except when applicable to participate in a conference as provided in Section 3. § 3 If there is no Owner Default under the Construction Contract, the Surety's obligation under this Bond shall arise after .1 the Owner first provides notice to the Contractor and the Surety that the Owner is considering declaring a Contractor Default. Such notice shall indicate whether the Owner is requesting a conference among the Owner, Contractor and Surety to discuss the Contractor's performance. If the Owner does not request a conference, the Surety may, within five (5) business days after receipt of the Owner's notice, request such a conference. If the Surety timely requests a conference, the Owner shall attend. Unless the Owner agrees otherwise, any conference requested under this Section 3.1 shall be held within ten (10) business days of the Surety's receipt of the Owner's notice. If the Owner, the Contractor and the Surety agree, the Contractor shall be allowed a reasonable time to perform the Construction Contract, but such an agreement shall not waive the Owner's right, if any, subsequently to declare a Contractor Default; .2 the Owner declares a Contractor Default, terminates the Construction Contract and notifies the Surety; and .3 the Owner has agreed to pay the Balance of the Contract Price in accordance with the terms of the Construction Contract to the Surety or to a contractor selected to perform the Construction Contract. § 4 Failure on the part of the Owner to comply with the notice requirement in Section 3.1 shall not constitute a failure to comply with a condition precedent to the Surety's obligations, or release the Surety from its obligations, except to the extent the Surety demonstrates actual prejudice. § 5 When the Owner has satisfied the conditions of Section 3, the Surety shall promptly and at the Surety's expense take one of the following actions: § 5.1 Arrange for the Contractor, with the consent of the Owner, to perform and complete the Construction Contract; § 5.2 Undertake to perform and complete the Construction Contract itself, through its agents or independent contractors; § 5.3 Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for performance and completion of the Construction Contract, arrange for a contract to be prepared for execution by the Owner and a contractor selected with the Owner's concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract, and pay to the Owner the amount of damages as described in Section 7 in excess of the Balance of the Contract Price incurred by the Owner as a result of the Contractor Default; or § 5.4 Waive its right to perform and complete, arrange for completion, or obtain a new contractor and with reasonable promptness under the circumstances: .1 After investigation, determine the amount for which it may be liable to the Owner and, as soon as practicable after the amount is determined, make payment to the Owner; or .2 Deny liability in whole or in part and notify the Owner, citing the reasons for denial. § 6 If the Surety does not proceed as provided in Section 5 with reasonable promptness, the Surety shall be deemed to be in default on this Bond seven days after receipt of an additional written notice from the Owner to the Surety demanding that the Surety perform its obligations under this Bond, and the Owner shall be entitled to enforce any remedy available to the Owner. If the Surety proceeds as provided in Section 5.4, and the Owner refuses the payment or the Surety has denied liability, in whole or in part, without further notice the Owner shall be entitled to enforce any remedy available to the Owner. S-1852/AS 8/10 § 7 If the Surety elects to act under Section 5.1, 5.2 or 5.3, then the responsibilities of the Surety to the Owner shall not be greater than Contractor under the Construction Contract, and the responsibilities of the Owner to the Surety shall not be greater than those of the Construction Contract. Subject to the commitment by the Owner to pay the Balance of the Contract Price, the Surety is obligated, wj duplication, for .1 the responsibilities of the Contractor for correction of defective work and completion of the Construction Contr .2 additional legal, design professional and delay costs resulting from the Contractor's Default, and resulting from failure to act of the Surety under Section 5; and .3 liquidated damages, or if no liquidated damages are specified in the Construction Contract, actual damages caused by delayed performance or non-performance of the Contractor. § 8 If the Surety elects to act under Section 5.1, 5.3 or 5.4, the Surety's liability is limited to the amount of this Bond. § 9 The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the Construction Contract, and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations. No right of action shall accrue on this Bond to any person or entity other than the Owner or its heirs, executors, administrators, successors and assigns. § 10 The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders and other obligations. § 11 Any proceeding, legal or equitable, under this Bond may be instituted in any court of competent jurisdiction in the location in which the work or part of the work is located and shall be instituted within two years after a declaration of Contractor Default or within two years after the Contractor ceased working or within two years after the Surety refuses or fails to perform its obligations under this Bond, whichever occurs first. If the provisions of this Paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. § 12 Notice to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on the page on which their signature appears. § 13 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. § 14 Definitions § 14.1 Balance of the Contract Price. The total amount payable by the Owner to the Contractor under the Construction Contract after all proper adjustments have been made, including allowance to the Contractor of any amounts received or to be received by the Owner in settlement of insurance or other claims for damages to which the Contractor is entitled, reduced by all valid and proper payments made to or on behalf of the Contractor under the Construction Contract. § 14.2 Construction Contract. The agreement between the Owner and Contractor identified on the cover page, including all Contract Documents and changes made to the agreement and the Contract Documents. § 14.3 Contractor Default. Failure of the Contractor, which has not been remedied or waived, to perform or otherwise to comply with a material term of the Construction Contract. § 14.4 Owner Default. Failure of the Owner, which has not been remedied or waived, to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract. § 14.5 Contract Documents. All the documents that comprise the agreement between the Owner and Contractor. § 15 If this Bond is issued for an agreement between a Contractor and subcontractor, the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. S-1852/AS 8/10 § 16 Modifications to this bond are as follows: (Space is provided below for additional signatures of added parties, other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL Company: (Corporate Seal) SURETY Company: Signature: Signature: Name and Title: Address (Corporate Seal) Name and Title: Address S-1852/AS 8/10 Bond No. 0152044 libel“' Mutual. Document A312 TM - 2010 Conforms with The American Institute of Architects AIA Document 312 Payment Bond CONTRACTOR: (Name, legal status and address) Simon Contractors PO Box 209 Cheyenne, WY 82003 OWNER: (Name, legal status and address) Weld County 1150 O Street Greeley, CO 80631 CONSTRUCTION CONTRACT Date: Amount: $ 273,882.00 SURETY: (Name, legal status and principal place of business) Liberty Mutual Insurance Company 175 Berkeley Street Boston, MA 02116 Mailing Address for Notices Liberty Mutual Insurance Company Attention: Surety Claims Department 1001 4th Avenue, Suite 1700 Seattle, WA 98154 This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. Two Hundred Seventy Three Thousand Eight Hundred Eighty Two Dollars and 00/100 Description: (Name and location) Improvements & Road Maintenance USR17-0043 BOND Date: (Not earlier than Construction Contract Date) Amount: $ 273,882.00 Two Hundred Seventy Three Thousand Eight Hundred Eighty Two Dollars and 00/100 Modifications to this Bond: X❑ None See Section 18 CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: Simon Contractors Signature: Name and Title: (Corporate Seal) Liberty Mutual Insurance Company (Any additional signatures appear on the last page of this Payment Bond) (FOR INFORMATION ONLY — Name, address and telephone) AGENT or BROKER: Willis of New York, Inc. Brookfield Place, 200 Liberty Street, 6th Floor New York, NY 10281 212-915-8888 S-2149/AS 8/10 OWNER'S REPRESENTATIVE: (Architect, Engineer or other party:) § 1 The Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to the Owner to •' pay for labor, materials and equipment furnished for use in the performance of the Construction Contract, which is incorporated herein by reference, subject to the following terms. § 2 If the Contractor promptly makes payment of all sums due to Claimants, and defends, indemnifies and holds harmless the Owner from claims, demands, liens or suits by any person or entity seeking payment for labor, materials or equipment furnished for use in the performance of the Construction Contract, then the Surety and the Contractor shall have no obligation under this Bond. § 3 If there is no Owner Default under the Construction Contract, the Surety's obligation to the Owner under this Bond shall arise after the Owner has promptly notified the Contractor and the Surety (at the address described in Section 13) of claims, demands, liens or suits against the Owner or the Owner's property by any person or entity seeking payment for labor, materials or equipment furnished for use in the performance of the Construction Contract and tendered defense of such claims, demands, liens or suits to the Contractor and the Surety. § 4 When the Owner has satisfied the conditions in Section 3, the Surety shall promptly and at the Surety's expense defend, indemnify and hold harmless the Owner against a duly tendered claim, demand, lien or suit. § 5 The Surety's obligations to a Claimant under this Bond shall arise after the following: § 5.1 Claimants, who do not have a direct contract with the Contractor, .1 have furnished a written notice of non-payment to the Contractor, stating with substantial accuracy the amount claimed and the name of the party to whom the materials were, or equipment was, furnished or supplied or for whom the labor was done or performed, within ninety (90) days after having last performed labor or last furnished materials or equipment included in the Claim; and .2 have sent a Claim to the Surety (at the address described in Section 13). § 5.2 Claimants, who are employed by or have a direct contract with the Contractor, have sent a Claim to the Surety (at the address described in Section 13). § 6 If a notice of non-payment required by Section 5.1.1 is given by the Owner to the Contractor, that is sufficient to satisfy a Claimant's obligation to furnish a written notice of non-payment under Section 5.1.1. § 7 When a Claimant has satisfied the conditions of Sections 5.1 or 5.2, whichever is applicable, the Surety shall promptly and at the Surety's expense take the following actions: § 7.1 Send an answer to the Claimant, with a copy to the Owner, within sixty (60) days after receipt of the Claim, stating the amounts that are undisputed and the basis for challenging any amounts that are disputed; and § 7.2 Pay or arrange for payment of any undisputed amounts. § 7.3 The Surety's failure to discharge its obligations under Section 7.1 or Section 7.2 shall not be deemed to constitute a waiver of defenses the Surety or Contractor may have or acquire as to a Claim, except as to undisputed amounts for which the Surety and Claimant have reached agreement. If, however, the Surety fails to discharge its obligations under Section 7.1 or Section 7.2, the Surety shall indemnify the Claimant for the reasonable attorney's fees the Claimant incurs thereafter to recover any sums found to be due and owing to the Claimant. § 8 The Surety's total obligation shall not exceed the amount of this Bond, plus the amount of reasonable attorney's fees provided under Section 7.3, and the amount of this Bond shall be credited for any payments made in good faith by the Surety. § 9 Amounts owed by the Owner to the Contractor under the Construction Contract shall be used for the performance of the Construction Contract and to satisfy claims, if any, under any construction performance bond. By the Contractor furnishing and the Owner accepting this Bond, they agree that all funds earned by the Contractor in the performance of the Construction Contract are dedicated to satisfy obligations of the Contractor and Surety under this Bond, subject to the Owner's priority to use the funds for the completion of the work. S-2149/AS 8/10 § 16 The Surety shall not be liable to the Owner, Claimants or others for obligations of the Contractor that are unrelated to the Construe The Owner shall not be liable for the payment of any costs or expenses of any Claimant under this Bond, and shall have under this Bon obligation to make payments to, or give notice on behalf of, Claimants or otherwise have any obligations to Claimants under this Bon § 11 The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontra orders and other obligations. § 12 No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the state in which the project that is the subject of the Construction Contract is located or after the expiration of one year from the date (1) on which the Claimant sent a Claim to the Surety pursuant to Section 5.1.2 or 5.2, or (2) on which the last labor or service was performed by anyone or the last materials or equipment were furnished by anyone under the Construction Contract, whichever of (1) or (2) first occurs. If the provisions of this Paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. § 13 Notice and Claims to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on the page on which their signature appears. Actual receipt of notice or Claims, however accomplished, shall be sufficient compliance as of the date received. § 14 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. § 15 Upon request by any person or entity appearing to be a potential beneficiary of this Bond, the Contractor and Owner shall promptly furnish a copy of this Bond or shall permit a copy to be made. § 16 Definitions § 16.1 Claim. A written statement by the Claimant including at a minimum: .1 the name of the Claimant; .2 the name of the person for whom the labor was done, or materials or equipment furnished; .3 a copy of the agreement or purchase order pursuant to which labor, materials or equipment was furnished for use in the performance of the Construction Contract; .4 a brief description of the labor, materials or equipment furnished; .5 the date on which the Claimant last performed labor or last furnished materials or equipment for use in the performance of the Construction Contract; .6 the total amount earned by the Claimant for labor, materials or equipment furnished as of the date of the Claim; .7 the total amount of previous payments received by the Claimant; and .8 the total amount due and unpaid to the Claimant for labor, materials or equipment furnished as of the date of the Claim. § 16.2 Claimant. An individual or entity having a direct contract with the Contractor or with a subcontractor of the Contractor to furnish labor, materials or equipment for use in the performance of the Construction Contract. The term Claimant also includes any individual or entity that has rightfully asserted a claim under an applicable mechanic's lien or similar statute against the real property upon which the Project is located. The intent of this Bond shall be to include without limitation in the terms "labor, materials or equipment" that part of water, gas, power, light, heat, oil, gasoline, telephone service or rental equipment used in the Construction Contract, architectural and engineering services required for performance of the work of the Contractor and the Contractor's subcontractors, and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor, materials or equipment were furnished. § 16.3 Construction Contract. The agreement between the Owner and Contractor identified on the cover page, including all Contract Documents and all changes made to the agreement and the Contract Documents. S-2149/AS 8/10 § 16:4 Owner Default. Failure of the Owner, which has not been remedied or waived, to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract. § 16.5 Contract Documents. All the documents that comprise the agreement between the Owner and Contractor. § 17 If this Bond is issued for an agreement between a Contractor and subcontractor, the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. § 18 Modifications to this bond are as follows: (Space is provided below for additional signatures of added parties, other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: Signature: Signature: Name and Title: Address (Corporate Seal) Name and Title: Address S-2149/AS 8/10 ' , This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. for mortgage, note, loan, letter of credit, bank deposit, currency rate, interest rate or residual value guarantees. To confirm the validity of this Power of Attorney 8240 between 9:00 am and 4:30 pm EST on any business day. Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire at Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the 'Companies"), pursuant to and by authority herein sat forth, does hereby name, constitute and appoint Joshua Sanford of the city of New York , state of NY its true and lawful attorney -in -fact, with full power and authority hereby conferred to sign, execute and acknowledge the following surety bond: Principal Name: Simon Contractors Obligee Name: Weld County Surety Bond Number: 015204474 Bond Amount: See Bond Form IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 6r^ day of March, 2017. By: STATE OF PENNSYLVANIA ss COUNTY OF MONTGOMERY The Ohio Casualty Insurance Company Liberty Mutual Insurance Company W9 Insurance Company 49mencan David M: Grey, Assistant Secretary On this 6,1, day of March, 2017, before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written. COMMONWEALTH OF PENNSYLVANIA Notarial Seal Teresa Pastella, Notary Public Upper Merlon Two., Montgomery County My Commission Expires March 28, 2021 Member. Pennsylvania Aaeodstten of Notaries By: /1141-44 10-1 Teresa Pastella, Notary Public This Power of Aand executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: ARTICLE IV — OFFICERS — Section 12. Power of Attorney. Arty officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the President may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attorney - in -fact under the provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. ARTICLE XIII — Execution of Contracts — SECTION 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attomeys-in•fact subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation —The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attomeys-in- fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization — By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. I, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attomey executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this day of By: e C. Ue i ,IAsslstefr ccretary Liberty Mutual. SURETY LIBERTY MUTUAL INSURANCE COMPANY FINANCIAL STATEMENT —DECEMBER 31, 2017 Assets Cash and Bank Deposits $370,003,299 *Bonds — U.S Government 1,331,664,975 *Other Bonds 11,127,053,004 *Stocks 16,367,850,688 Real Estate 272,895,626 Agents' Balances or Uncollected Premiums 5,258,657,823 Accrued Interest and Rents 100,341,596 Other Admitted Assets 11.I92.287.53Q Total Admitted Assets S4(020.754,44t Liabilities Unearned Premiums $7,503,154,587 Reserve for Claims and Claims Expense 19,658,731,454 Funds Held Under Reinsurance Treaties 224,693,828 Reserve for Dividends to Policyholders 967,520 Additional Statutory Reserve 52,491,027 Reserve for Commissions, Taxes and Other Liabilities 4,049,3-92.852 Total $31,489,431,268 Special Surplus Funds $176,230,822 Capital Stock 10,000,000 Paid in Surplus 9,484,316,385 Unassigned Surplus 4,860,776,066 Surplus to Policyholders 14.531523,273 Total Liabilities and Surplus $46.020.754,$41 * Bonds are stated at amortized or investment value; Stocks at Association Market Values. The foregoing financial information is taken from Liberty Mutual Insurance Company's financial statement filed with the state of Massachusetts Department of Insurance. I, TIM MIKOLAJEWSKI, Assistant Secretary of Liberty Mutual Insurance Company, do hereby certify that the foregoing is a true, and correct statement of the Assets and Liabilities of said Corporation, as of December 31, 2017, to the best of my knowledge and belief. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said Corporation at Seattle, Washington, this 16" day of March, 2018. Assistant Secretary S-1262LMIC/a 3/18 Exhibit C SIMON CONTRACTORS, INC. STATE HIGHWAY 257 & WCR 80.5 ROADWAY IMPROVEMENTS DESIGN PLANS Sheet List Table Sheet No. Sheet Title G-001 G-001 6-002 G-003 G 004 C -10A C-109 C-110 C-111 C-112 C-113 C-114 C-115 C-116 C-117 C 118 C-119 C-120 C-121 C-122 C-123 C-124 C-125 C-126 C-127 C-128 C-130 0-131 C-132 C-133 C-134 C-13.5 C-136 C-137 C-138 C-139 C-140 C-141 C-142 C-143 C-144 C-145 C-146 COVER GENERAL NOTES, LEGEND, R ABBREVIATIONS GENERAL NOTES GENERAL NOTES MJ&S STANDARDS PLAN LIST SURVEY CONTROL PLAN SURVEY CONTROL TABLE TYPICAL ROAD SECTIONS STATE HIGHWAY 257 TYPICAL ROAD SECTIONS STATE HIGHWAY 257 TYPICAL ROAD SECTIONS STATE HIGHWAY 257 TYPICAL ROAD SECTIONS STATE HIGHWAY 257 TYPICAL ROAD SECTIONS WCR 80 5 TYPICAL ROAD SECTIONS WCR 80 5 TYPICAL ROAD SECTIONS WCR 80 5 EXISTING CONDITIONS STATE HIGHWAY 257 EXISTING CONDITIONS STATE HIGHWAY 257 EXISTING CONDITIONS STATE HIGHWAY 257 EXISTING CONDITIONS STATE HIGHWAY 257 EXISTING CONDIITONS B0 5 DEMOLITION PLAN STATE HIGHWAY 257 DEMOLITION PLAN STATE HIGHWAY 257 DEMOLITION PLAN STATE HIGHWAY 257 DEMOLITION PLAN STATE HIGHWAY 257 DEMOLITION PLAN WCR 80 5 DEMOLITION PLAN WCR 80 5 OVERALL ROAD LAYOUT SITE PLAN STATE HIGHWAY 257 WCR 805 ROAD LAYOUT PLAN STATE HIGHWAY 257 ROAD LAYOUT PLAN STATE HIGHWAY 257 RDAD LAYOUT PLAN STATE HIGHWAY 257 ROAD LAYOUT PLAN WCR 80 5 ROAD LAYOUT PLAN WCR BO 5 INTERSECTION PLAN STATE HIGHWAY 257 & WCR 8D 5 ENTRANCE 1 & ENTRANCE 2 PLAN AND PROFILE EXISTING DRIVEWAY PLAN & PROFILE GRADING PLAN STATE HIGHWAY 257 GRADING PLAN STATE HIGHWAY 257 GRADING PLAN STATE HIGHWAY 257 GRADING PLAN STATE HIGHWAY 257 GRADING PLAN WCR 80 5 GRADING PLAN WCR BO 5 CULVERT I & EXISTING DRIVEWAY CULVERT PLAN & PROFILE ENTRANCE 2 CULVERT PLAN & PROFILE SIGNING AND STRIPING PLAN STATE HIGHWAY 257 4445041 Pages: 18 of 107 11/08/2018 11:43 AM R Fee:$0.00 Carly Koppes. Clerk and Recorder. Weld County CO C-147 SIGNING AND STRIPING PLAN STATE HIGHWAY 257 C-148 SIGNING AND STRIPING PLAN STATE HIGHWAY 257 C-149 SIGNING AND STRIPING PLAN STATE HIGHWAY 257 C-150 SIGNING AND STRIPING WCR 80 5 C- 161 SIGNING AND STRIPING WCR 80 5 C-152 SWMP HIGHWAY 257 C-153 SWMP HIGHWAY 257 C-154 SWMP HIGHWAY 257 C-155 SWMP HIGHWAY 257 C-156 SWMP WCR 80 5 C-157 SWMP WCR 805 C-158 SWMP HIGHWAY 257 NOTES C-159 SWMP HIGHWAY 257 NOTES C-160 SWMP HIGHWAY 257 NOTES C 161 SWMP HIGHWAY 257 NOTES C-200 CROSS SECTION LOCATION PLAN C-201 SECTIONS STATE HIGHWAY 257 C-202 SECTIONS STATE HIGHWAY 257 C-203 SECTIONS STATE HIGHWAY 257 C 204 SECTIONS STATE HIGHWAY 257 C-205 SECTIONS STATE HIGHWAY 257 C-206 SECTIONS STATE HIGHWAY 267 C-207 SECTIONS STATE HIGHWAY 257 C-208 SECTIONS STATE HIGHWAY 257 C-209 SECTIONS STATE HIGHWAY 257 c-210 SECTIONS STATE HIGHWAY 257 C-211 SECTIONS STATE HIGHWAY 257 C-212 SECTIONS STATE HIGHWAY 257 C-213 SECTIONS STATE HIGHWAY 257 C-214 SECTIONS STATE HIGHWAY 257 C-215 SECTIONS STATE HIGHWAY 257 C-216 SECTIONS STATE HIGHWAY 257 C-217 SECTIONS STATE HIGHWAY 257 C 218 SECTIONS STATE HIGHWAY 257 C-219 SECTIONS STATE HIGHWAY 257 C-220 SECTIONS STATE HIGHWAY 257 C-221 SECTIONS STATE HIGHWAY 257 C-222 SECTIONS WCR 80 5 C-223 SECTIONS WCR 80 5 C-224 SECTIONS WCR 80 5 C-225 SECTIONS WCR 80 5 C 226 SECTIONS WCR 80 5 C-227 SECTIONS WCR 80 5 C-228 SECTIONS WCR 80 5 C-229 SECTIONS WCR 80 5 C-230 SECTIONS WCR BO 5 www.tetratech corn CLIENT CONTRACT CONTACT JOHN PINELLO PHONE: 307-772-3256 EMAIL JPINELLC@ SIMONCONTRACTORS COM PROJECT CONTACT INFORMATION COLOR/4)o DE PAR I Iw EN T OF T RANSPOR TAT ION LCUO T CONTACT: TIMBILOBRAN PHONE 970-350-2163 EMAIL- TIMOTHY BILOBRAN@STATE CO US WATER UTILITIES NORTH WELD COUNTY WATER DISTRICT (NWCWD) CONTACT: ERIC RECKENTINE PHONE: 970-356-3020 EXT 111 EMAIL: ERICR@NWCWD ORG GAS UTILITIES XCEL ENERGY CALL 811 ELECTRICAL UTILITIES POUDRE VALLEY RURAL ELECTRIC ASSOCIATION, INC (PVREA) CONTACT: RYAN POWELL PHONE: 970-282-6432 EMAIL- RPOWELL@PVREA COOP PLATTE RIVER POWER AUTHORITY PHONE: 970-2264000 PHONE & COMMUNICATIONS UTILITIES CENTURY LINK CALL 811 1900 S Sunset St , Ste 1-E Longmont, Colorado 80501 Phone: (303) 772-5282 Fax: (303) 772-7039 PROJECT LOCATION: STATE HWY 257 & WCR 80 5 WELD COUNTY, COLORADO Tt PROJECT No. 133-01756-17001 PROJECT DESCRIPTION/NOTES: IMPROVEMENTS TO SH 257 & IA/CR 80 5 FOR ADDITION OF ACCELERATION AND DECELERATION LANES ISSUED: 90% DESIGN PLANS TETRA TECH CLIENT INFORMATION: SIMON CONTRACTORS, INC 1103 Old Town Lane, Suite 201A Cheyenne, WY 82009 CLIENT PROJECT No. DRAFT NOT FOR CONSTRUCTION VICINITY MAP: CO HWY 14 N- tO N } r -Tuir..t,o WCR 8 _ PROJECT LOCATION 10/8/2018 5 23 56 PM - P \01756\133-01756 17001\CAD\SHEETFILES\HIGHWAY DESIGN \G 01 GENERAL NOTES LEGEND & ABBREVIATIONS DWG - WEATHERL LAURA E D C B A ABBREVIATIONS AB ABAN ABC AC ACEL ACP ACTR AD ADDL ADDM ADJ AFF AFG AU ALT AMT ANSI AOD APPROX ARCH ARV ASME ASTM ASPH ASSY ATS AUTO AVG AVS BB BAF BD BE BF BFV BH BLDG SIX BM BOT BU BV C/C CCW CDOT CIP CJ CL CLG CLR CMP CPU CO CONC CONC RED CONSTR CONT COR CP CPLG CTR CV CW CWCWD DEMO DECEL DF DIA DIAG DIM DIP DL DMJ DN DR DWG DWL DWN DWV EA EB ECC EF ANCHOR BOLT ABANDON AGGREGATE BASE COURSE ASPHALTIC CONCRETE ACCELERATION ASPHALTIC CONCRETE PAVING ACTUATOR AREA DRAIN OR ACCESS DOOR ADDITIONAL ADDENDUM ADJUSTABLE ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AIR HANDLING UNIT ALUMINUM ALTERNATE AMOUNT AMERICAN NATIONAL STANDARDS INSTITUTE AURORA ORGANIC DAIRY APPROXIMATE ARCHITECT(URAL) AIR RELIEF VALVE AMERICAN SOCIETY OF MECHANICAL ENGINEERS AMERICAN SOCIETY FOR TESTING AND MATERIALS SPHALT SSEMBLY UTOMATIC TRANSFER SWITCH UTOMATIC VERAGE UTOMATIC VALVE STATION LOWER OND BEAM AFFLE OARD ELL END OTTOM FACE I7rTERFLY VALVE OREHOLE UILDING LOCK ENCH MARK OTTOM ELL UP ALL VALVE URVE / CENTERUNE ENTER TO CENTER OUNTER CLOCKWISE OLORADO DEPARTMENT OF RA NDPORTATION AST IRON PIPE DESTRUCTION JOINT ENTER UNE OR CHAIN LINK EILING LEAR ORRUGATED METAL PIPE ONCRETE MASONRY UNIT LEAN OUT ONCRETE ONCENTRIC REDUCER ONSTRUCTION ONTINUOUS(ATION) ORN ER ONTROL POINT OUPLING ENTER HECK VALVE OLD WATER ENTRAL WELD COUNTY WATER EPARTMENT EMOLITION ECELERATION RINKING FOUNTAIN AMETER AGONAL MENSION UCTILE IRON PIPE EAD LOAD UCTILE MECHANICAL JOINT OWN RAIN RAWING OWEL RAWN RMN WASTE AND VENT EAST ING EACH EAST BOUND ECCENTRIC EACH FACE OR ELECTRICAL FAN SECTION LETTER IDENTIFICATION SHEET WHERE THE SECTION OR ELEVATION IS DRAWN INDICATES SAME DRAWING EFF EJ EL ELB ELEC ENGR EOA EOG EOP EQ EOL SP EQUIP EOUIV ESMT EST EUH EW EXH EXP BT(S) EXP JT EXST EAST GR EXT EXTN FIF FCA FD FDN FES FH FIN FL FIN GR FL FLL FLR FM FF FO FOC FPM FR FRP ESTER FT FTG FW GA GAL GALV GIP GND GPO GPM GR BM GRND GRTG GSP GV GYP BD HB HDWL HM HMA HNDWL HORIZ HP HR HS HVAC HW HWL HWY HYD NCL NCR NF NL NSTL NSTR NSUL NTR NV NV EL SA SO X EFFLUENT EXPANSION JOINT ELEVATION ELBOW ELECTRICAL ENGINEER EDGE OF ASPHALT EDGE OF GRAVEL EDGE OF PAVEMENT EQUAL EQUALLY SPACED EQUIPMENT EQUIVALENT EASEMENT ESTIMATE ELECTRIC UNIT HEATER EACH WAY EXHAUST EXPANSION BOLT(S) EXPANSION JOINT EXISTING BASTING GRADE EXTERIOR EXTENSION FACE TO FACE FLANGE COUPLING ADAPTER FLOOR DRAIN FOUNDATION FLARED END SECTION FIRE HYDRANT FINISH FLOOR FINISH GRADE FLANGE FLOW LINE FLOOR FLOW METER FINISH FLOOR FIBER OPTIC FACE OF CONCRETE FEET PER MINUTE FRAME FIBERGLASS REINFORCED PLASTIC FASTENER FEET FOOTING OR FITTING FINISH WATER GAS GAUGE GALLON GALVANIZED GALVANIZED IRON PIPE GROUND GALLONS PER DAY GALLONS PER MINUTE GRADE BEAM GROUND GRATING GALVANIZED STEEL PIPE GATE VALVE GYPSUM BOARD HIGH HOSE SIB HEADWALL HOLLOW METAL HOT MIX ASPHALT HANDWAUEL HORIZONTAL HORSEPOWER HANDRAIL HIGH STRENGTH HEATING VENTILATION AIR CONDITIONING HOT WATER HIGH WATER UNE HIGHWAY HYDRANT NCLUDED NCREASER NSIDE DIAMETER NSIDE FACE NFLUENT NLET NSTALLATION NSTRUMENT NSULATION NTERIOR EVERT EVERT ELEVATION NSTRUMENT SOCIETY OF AMERICA SOMETRIC ON EXCHANGE SECTION OR ELEVATION MARKER ARROW INDICATES VIEWING ORIENTATION JST JTS KO KPL KWY LAB LATL LB(S) LCMU LF LG LKR LL LOC LP LRG LT LTWD LT AT LWC LWL PAINT MAN MATL MAX MCC MECH MED MF MFR MG MGD MGMT MN MIN MISC MJ MLSS MO MRGWB MTG NA NC NF NIC NO NP NPL NPT NPW NRS NS NTS OC OD OF OP NG OPP OPT OW PA PAR PC PD PE PERM PERP PG PL PLBG PLC PET PORT POS PPM PRCST PREFAB PREFIN PRELIM PREP SECTION LETTER IDENTIFICATION SHEETS WHERE THE SECTION OR ELEVATION IS CUT OR CALLED OUT INDICATES SAME DRAWING JOIST JOINTS KNOCKOUT KICK PLATE KEYWAY LEFT LITER OR LENGTH LABORATORY LATERAL POUND(S) LIGHTWEIGHT CONCRETE MASONRY UNIT LINEAL FEET LENGTH LOCKER LIVE LOAD LOOSE LINTEL LOCATION LOW PRESSURE OR UGHT POLE LARGE LIGHT/ LEFT LITTLE THOMPSON WATER DISTRICT LIGHTWEIGHT LIGHTWEIGHT CONCRETE LOW WATER LEVEL MAINTENANCE MANUAL MATERIAL MAXIMUM MOTOR CONTROL CENTER MECHANICAL MEDIUM MICRO FILTRATION MANUFACTURER MILLION GALLONS OR MILLIGRAMS MILLION GALLONS PER DAY MANAGEMENT MANHOLE MINIMUM MISCELLANEOUS MECHANICAL JOINT MIXED LIQUID SUSPENDED SOLIDS MASONRY OPENING MOISTURE RESISTANT GYPSUM WALL BOARD MOUNTING NORTHING NOT APPLICABLE NORMALLY CLOSED NEAR FACE NOT IN CONTRACT NORMALLY OPEN NO PAINT NAMEPLATE NATIONAL PIPE THREAD NON POTABLE WATER NON RISING STEM NEAR SIDE NOT TO SCALE ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OPENING OPPOSITE OPTIONAL OPEN WEB PUMP PIPE ANCHOR PARALLEL POINT OF CURVATURE PULSATION DAMPENER PLAIN END PERMANENT PERPENDICULAR PRESSURE GAGE PLATE OR PROPERTY LINE PLUMBING PROGRAMMABLE LOGIC CONTROLLER PAINT PORTABLE POSITIVE PARTS PER MILUON PRECAST PREFABRICATED PREFINIS HED PRELIMINARY PREPARATION SYMBOLS SECTION 1/4=1-0 SECTION OR ELEVATION TITLE SP PROJ PROP PRS PRV PS PSF PSI FDA PSIG PT PTRV PVC PVG PVMT PW OAVGAX OM °PEAK QC OCV QTR QQTY RAD RAS RC RCES RCP RD RE RED REC RECT REF REHAB REINF REOD RESIL RFCA RFDC RFG RH RM RD ROW RPBP RPM RPS RR RT RTN SA SALV SAN SB SCFM SCHED SCRN SD SCR SECT SF SALON SHT SHTHG SIM SLV SM SPEC SO SQ FT SQ IN SQ VD SS SST SST BT ST STA STD STL STL JST STL PL STRUCT STRUCT STL STRUCTURAL STEEL ROOFING RIGHT HAND ROOM ROUGH OPENING RIGHT OF WAY REDUCED PRESSURE BACKFLOW PREVENTER REVOLUTIONS PER MINUTE REVOLUTIONS PER SECOND RAILROAD RIGHT RETURN SUPPLY AIR SALVAGE SANITARY SPLASH BLOCK STANDARD CUBIC FEET PER MINUTE SCHEDULE SCREEN STORM DRAIN STANDARD DIMENSION RATIO SECTION SILT FENCE SHOULDER SHEET SHEATHING SIMILAR SLEEVE SMOOTH SPACE (ING) SPECIFICATION SQUARE SQUARE FOOT SQUARE INCH SQUARE YARD SANITARY SEWER STAINLESS STEEL STAINLESS STEEL BOLT STREET STATION STANDARD STEEL STEEL JOIST STEEL PLATE STRUCTURAL DETAIL NUMBER IDENTIFICATION SHEET WHERE THE DETAIL IS DRAWN INDICATES SAME DRAWING DETAIL MARKER SUPP SUSP CLG SV SVC SW SYMM SYS TSB TUG TSP TB TBM TE TEMP TF TFA TFB TFF THD THK TJ TOC TOE TOF TOG TOT TP TR TST TV TYP UBC UNGD UE ULT UN UNPIN UNIF UNIV UT UV PROJECT PROPERTY PRESSURE REDUCING STATION PRESSURE REDUCING VALVE OR PRESSURE RELIEF VALVE PIPE SUPPORT POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH ABSOLUTE POUNDS PER SQUARE INCH GAUGE POINT OF TANGENCY PRESSURE TEMPERATURE REUEF VALVE PLUG VALVE POINT OF VERTICAL CURVE OR POLYVINYL CHLORIDE PAVING PAVEMENT POTABLE WATER AVERAGE DAILY FLOW MAXIMUM DAILY FLOW PEAK HOUR FLOW QUICK COUPLER QUICK COUPLER VALVE QUARTER QUANTITY RISER / RANGE RADIUS RETURN ACTIVATED SLUDGE REINFORCED CONCRETE REINFORCED CONCRETE END SECTION REINFORCED CONCRETE PIPE ROOF DRAIN REFERENCE REDUCER RECESSED RECTANGULAR REFERENCE REHABILITATION REINFORCE (D) (ING) (MEET) REQUIRED RESILIENT RESTRAINED FLANGED COUPLING ADAPTER VAC REORGANIZED FARMERS DITCH COMPANY VB VERT VP VTC VTR W WI WIG WAN WAS WB WC WOO WD WDW WF WH WHSE WI WL WP WPR WS WT WTP WTRPRF WW WWF SUPPLY SUSPENDED CEILING SOLENOID VALVE SERVICE SIDEWALK SYMMETRICAL SYSTEM TEE /TOWNSHIP TOP AND BOTTOM TONGUE AND GROOVE TEMPERATURE AND PRESSURE THRUST BLOCK TEMPORARY BENCHMARK TOP ELEVATION TEMPORARY TOP OF FOOTING TO FLOOR ABOVE TO FLOOR BELOW TOP OF FINISH FLOOR THREAD (ED) THICK TOP OF JOIST TOP OF CONCRETE THREADED ONE END TOP OF FOOTING TOP OF GRATING TOTAL TOP OF PAVEMENT TOP OF RIM TOP OF STEEL UNDERGROUND TELEVISION LINE(S) TOP OF WALL TYPICAL UNIFORM BUILDING CODE UNDERGROUND UNDERGROUND ELECTRIC LINE(S) ULTIMATE UNION UNFINISHED UNIFORM UNIVERSAL UNDERGROUND TELEPHONE UNE(S) ULTRAVIOLET VACUUM VALVE BOX VERTICAL VENT PIPE VEHICLE TRACKING CONTROL VENT THROUGH ROOF WIDE OR WATER WITH WITHOUT WALL TO WALL WASTE ACTIVATED SLUDGE WEST BOUND WATER CLOSET WALL CLEANOUT WIDTH OR WOOD WINDOW WIDE FLANGE WALL HYDRANT OR WATER HEATER WAREHOUSE WROUGHT IRON WATER LINE OR WIND LOAD WASTE PIPE WORKING PRESSURE WETTED SURFACE WEIGHT WATER TREATMENT PLANT WATERPROOFING WASTEWATER WELDED WIRE FABRIC LEGEND EXISTING Y- Y EDGE OF GRAVEL ROAD EDGE OF ROAD PROPERTY LINE MAJOR CONTOUR MINOR CONTOUR WATER LINE CHAIN LINK FENCE , ----- -- UNDERGROUND ELECTRIC UNDERGROUND COMMUNICATION ( ----- NATURAL GAS Ci OVERHEAD POWER LINE 4BH L_ FIBER OPTIC WATER VALVE BENCHMARK OR SECTION CORNER BOREHOLE EXISTING GRAVEL ROAD //, /% /7 EXISTING ASPHALT ^© V V GENERAL NOTES -CD caD SF PROPOSED XX-%X V�Y EXISTING RIGHT -OF WAY UNE EXISTING UTILITY EASEMENT ELECTRIC GUY WIRE 121929.11 • 0 SILT FENCE MAJOR CONTOUR MINOR CONTOUR FENCE EDGE OF ROAD RIPRAP RIGHT -OF WAY PAVEMENT EDGE CONCRETE MILL & OVERLAY WIDENING ASPHALT TRANSITION DRAINAGE CULVERT DRAINAGE SWALE EROSION LOG EROSION CONTROL BLANKET W/ SEEDING INLET PROTECTION OUTLET PROTECTION ® ® ® LIMIT OF DISTURBANCE GEOTECHNICAL BORE HOLE WATER VALVE EXST PEDESTAL POLE 8 LUMINAIRE EXISTING SECTION LINE EXISTING ROAD SIDE DITCH EXISTING EDGE OF WATER ASPHALT DEMOLITION HATCH EXISTING DELINEATOR (FLEXIBLE) (TYPE II) (DOUBLE CRYSTAL) EXISTING POWER TOWER EXISTING POWER POLE EXISTING SIGN 1 THIS IS A STANDARD LEGEND THEREFORE NOT ALL OF THIS INFORMATION MAY BE USED ON THIS PROJECT 2 KEEP STATE HIGHWAY 257 FREE OF MUD AND DEBRIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF THE MUD AND DEBRIS FROM STATE HIGHWAY 257 AT THE END OF EACH WORK DAY 3 PRIOR TO EARTHWORK CONSTRUCTION EXISTING CONCRETE VEGETATION AND OTHER DELETERIOUS MATERIALS SHOULD BE REMOVED AND DISPOSED OF OFF SITE IN ACCORDANCE WITH COUNTY AND STATE REGULATIONS 4 SOILS SHALL BE COMPACTED TO S5Y OR MORE OF THE MAXIMUM DRY DENSITY AT MOISTURE CONTENTS FROM 24 BELOW TO 2/ ABOVE THE OPTIMUM MOISTURE CONTENT AS DETERMINED FROM ASTM D1557 THE MODIFIED PROCTOR 5 NO FILL MATERIAL SHALL BE PLACED WORKED AND OR ROLLED WHILE THE MATERIAL IS FROZEN THAWING OR DURING POOR/ INCLEMENT WEATHER CONDITIONS 3 W SAWING ASPHALT MATERIAL TRAFFIC SIGN DELINEATOR (FLEXIBLE) (TYPE II) (DOUBLE CRYSTAL) E U U IL Z 0 0 11 H zI..I.. LL < Z LL O pU m K DESCRIPTION G DETAIL NUMBER IDENTIFICATION SHEETS WHERE THE DETAIL IS CALLED OUT INDICATES SAME DRAWING DETAIL SCALE 1/4 =1 0 DETAIL TITLE SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 805 ROADWAY IMPROVEMENTS z O 05.< > Z m m Q W O25 LLI a 0 L11 J Project No 133-0175E-17001 Desgned By Drawn By CFA? RCM F I- Checked By MBS G-001 4445041 Pages 19 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder Weld County, CO VIII A%i WOE PM DriVfiliirtl WV, Ell Bas.azszomessual Bar Measures 1 Inch C U I 10/8/2018 5 23 56 PM - P \01756\133 1756-17001\CAD\SHEETFILES1 HIGHWAY DESIGN \G 01 GENERAL NOTES LEGEND & ABBREVIATIONS DWG WEATHERL LAURA 2 3 4 5 6 GENERAL NOTES 1 ALL MATERIALS EQUIPMENT INSTALLATION AND CONSTRUCTION WITHIN THE STATE HIGHWAY ROW SHALL BE IN ACCORDANCE lArmi THE LATEST EDITION OF THE FOLLOWING STANDARD REFERENCES AS APPLICABLE a CDOT MATERIALS MANUAL h CDOT CONSTRUCTION MANUAL c CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION LATEST EDITION d CDOT STANDARD SPECIAL PROVISIONS AS APPLICABLE TO PROJECT e CDOT STANDARD PLANS (M8S STANDARDS) - 1 FHWA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS (LATEST EDITION) AND THE COLORADO SUPPLEMENT THERETO g AASHTO ROADSIDE DESIGN GUIDE PLEASE NOTE THAT SOME OF THE REFERENCE MATERIALS LISTED ABOVE MAY BE PURCHASED FROM COLORADO DEPARTMENT OF TRANSPORTATION BID PLANS ROOM 4201 EAST ARKANSAS AVENUE DENVER CO 80222 3400 (303) 757 9313 2 ACCESS CONSTRUCTION WITHIN HIGHWAY ROW AND ALL HIGHWAY IMPROVEMENTS SHALL COMPLY WITH THE ACCESS PERMIT AND NOTICE TO PROCEED (NTP) A COPY OF THE PERMIT AND NW SHALL BE AVAILABLE ON THE CONSTRUCTION SITE AT ALL TIMES 3 THE CONTRACTOR SHALL PROVIDE ON -SITE SANITARY FACILITIES UNLESS FACILITIES ARE ALREADY PROVIDED THAT ARE REASONABLY CLOSE TO THE CONSTRUCTION SITE 4 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AFFECTED PROPERTY OWNERS AT ALL TIMES DURING CONSTRUCTION AT NO ADDITIONAL COST 5 THE CONTRACTOR SHALL CONDUCT ALL CONSTRUCTION ACTIVITIES WITHIN THE BOUNDARY OF THE PUBLIC RIGHT OF WAY 4 6 CONTRACTOR SHALL DESIGNATE A CERTIFIED TRAFFIC CONTROL SUPERVISOR (TCS) TO MANAGE CONSTRUCTION SIGNAGE AND SAFETY OF 5 OPERATIONS DURING ACTIVITIES WITHIN CDOT RIGHT OF WAY THE TCS SHALL BE AVAILABLE WHENEVER WORK IS IN PROGRESS 7 NO PERSONAL VEHICLES ARE ALLOWED TO PARK IN COOT RIGHT OF WAY 8 THE CONTRACTOR IS RESPONSIBLE FOR ALL EROSION CONTROL ELEMENTS 9 THE CONTRACTOR SHALL COMPLETE ALL WORK IN THE CDOT RIGHT OF WAY PER THE STIPULATIONS IN THE ACCESS PERMIT 10 IT IS THE RESPONSIBILITY OF THE PERMITTEE TO DETERMINE WHICH ENVIRONMENTAL CLEARANCES AND/OR REGULATIONS APPLY TO THE PROJECT AND TO OBTAIN ANY CLEARANCES THAT ARE REQUIRED DIRECTLY FROM THE APPROPRIATE AGENCY PRIOR TO COMMENCING WORK PLEASE REFER TO OR REQUEST A COPY OF THE CDOT ENVIRONMENTAL CLEARANCE INFORMATION SUMMARY' (ECIS) FOR DETAILS THE ECIS MAY BE OBTAINED FROM CDOT PERMITTING OFFICES OR MAY BE ACCESSED VIA THE COOT PLANNING/CONSTRUCTION-ENVIRONMENTAL GUIDANCE WEBPAGE AT HTTP //WWVV DOT STATE CO US/ACCESSPERMITS/PDFIENVIRONMENTALCLEARANCESINFORMATIONSUMMARY PDF FAILURE TO COMPLY WITH REGULATORY REQUIREMENTS MAY RESULT IN SUSPENSION OR REVOCATION OF YOUR CDOT PERMIT OR ENFORCEMENT ACTIONS BY OTHER AGENCIES ALL DISCHARGES ARE SUBJECT TO THE PROVISIONS OF THE COLORADO WATER QUALITY ACT AND THE COLORADO DISCHARGE PERMIT REGULATIONS PROHIBITED DISCHARGES INCLUDE SUBSTANCES SUCH AS WASH WATER PAINT AUTOMOTIVE FLUIDS SOLVENTS OILS OR SOAPS UNLESS OTHERWISE IDENTIFIED BY CDOT OR THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENTAL (CDPHE) WATER QUALITY CONTROL DIVISION (WQCO) AS SIGNIFICANT SOURCES OF POLLUTANTS TO THE WATERS OF THE STATE THE FOLLOWING DISCHARGES TO STORMWATER SYSTEMS ARE ALLOWED WITHOUT A COLORADO DISCHARGE PERMIT SYSTEM PERMIT LANDSCAPE IRRIGATION DIVERTED STREAM FLOWS UNCONTAMINATED GROUNDWATER INFILTRATION TO SEPARATE STORM SEWERS DISCHARGES FROM POTABLE WATER SOURCES FOUNDATION DRAINS AIR CONDITION CONDENSATION IRRIGATION WATER SPRINGS FOOTING DRAINS WATER LINE FLUSHING FLOWS FROM RIPARIAN HABITATS AND WETLANDS AND FLOW FROM FIRE FIGHTING ACTIVITIES SIGNING & MARKING PLAN NOTES FULL -COMPLIANCE TEMPORARY PAVEMENT MARKINGS SHALL BE APPLIED PER CDOT SPECIFICATIONS AT THE END OF EACH CONSTRUCTION DAY 2 THE CONTRACTOR SHALL CONTACT CDOT AND ENGINEER AT LEAST TWO WEEKS PRIOR TO SCHEDULE STRIPING THE PERMITTEE WILL BE RESPONSIBLE FOR ANY CORRECTIONS REQUIRED UPON FINAL INSPECTION OF THE ACCESS 3 STRIPING SHALL BE EPDXY PAINT AS PER SECTION 627 OF THE CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION 4 TYPE II DELINEATORS (DOUBLE CRYSTAL) SHALL BE INSTALLED AT 100 FOOT SPACING ON ALL ACCELERATION LANES AND TAPERS AND DECELERATION LANES AND TAPERS THAT ARE ADJACENT TO THE SHOULDER 5 ALL STENCILS SHALL BE INLAYED TRAFFIC CONTROL PLAN NOTES 1 PRIOR TO BEGINNING OF WORK IN THE CDOT ROW THE CONTRACTOR SHALL CREATE A SITE SPECIFIC DETAILED CONSTRUCTION TRAFFIC CONTROL PLAN WHICH COVERS ALL PHASES AND DAY/NIGHT SIGNAGE CONDITIONS OF WORK THE TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO CDOT FOR APPROVAL 2 DURING CONSTRUCTION AT LEAST ONE LANE INTO THE AURORA ORGANIC DAIRY NEEDS TO BE OPEN TO FACILITATE TRUCK TRAFFIC INTO THE DAIRY 3 CONTRACTOR SHALL REMOVE ALL TRAFFIC CONTROL DEVICES AT THE END OF THE DAYS CONSTRUCTION ACTIVITIES ON WEEKENDS AND HOLIDAYS UNLESS OTHERWISE DIRECTED DURING CONSTRUCTION STATE HIGHWAY 257 SHALL REMAIN OPEN AT ALL TIMES ANY DESIRED CLOSURES MUST BE COORDINATED WITH CDOT ALL TRAFFIC CONTROL DETAILS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES LATEST EDITION WITH CURRENT SUPPLEMENTS EXCEPT AS MODIFIED HEREIN 6 ALL TRAFFIC CONTROL SHALL HAVE RETROREFLECTIVE SHEETING PER 1996 REVISION OF SECTION 814 8 630 OF THE ROAD AND BRIDGE SPECIFICATIONS SEE CDOT M8S STANDARDS 5 630 1 SHEETS 8 9 8 10 7 FOR ALL NEW PAVEMENT ALL STOP BARS AND CROSS WALKS WORDS AND SYMBOLS SHALL BE PREFORMED THERMO PLASTIC MARKINGS THESE MARKINGS SHALL BE INLAID INTO THE SURFACE COURSE OF ASPHALT DURING ASPHALT PLACEMENT ALL LANE STRIPING SHALL BE INLAID EPDXY PAINT ANY OTHER DISCHARGES INCLUDING STORMWATER DISCHARGES FROM INDUSTRIAL FACILITY OR CONSTRUCTION SITES MAY REQUIRE COLORADO DISCHARGE PERMIT SYSTEM PERMITS FROM CDPHE BEFORE WORK BEGINS FOR ADDITIONAL INFORMATION AND FORMS GO TO THE CDPHE WEBSITE AT HTTP IW W W CDPHE STATE CO US/WO/PERMITSUNITIINDEX HTML 11 THE TYPES 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 UTILITIES ALONG THE ROUTE OF WORK PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO COORDINATE SCHEDULES PER THE STANDARD SPECIFICATIONS 12 THE CONTRACTOR MUST KEEP ALL OPERATIONS INCLUDING ALL EQUIPMENT WITHIN THE DELINEATED EASEMENTS RIGHT OF WAY AND LIMIT OF DISTURBANCE LINES UNLESS AUTHORIZED BY THE ENGINEER OR OWNER 13 CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES OR IMPROVEMENTS INCLUDING FENCES SIGNS CULVERTS AND ROADS DAMAGED DURING EXECUTION OF THE WORK 14 CONTRACTOR SHALL PROTECT INDIVIDUAL PROPERTY PINS FOUND IN FIELD 15 ALL EARTHWORK AND CONSTRUCTION SHALL COMPLY WITH THE GEOTECHNICAL RECOMMENDATIONS PREPARED FOR THE PROJECT BY WesTest SEE CONTRACT DOCUMENTS FOR REFERENCE TO THIS DOCUMENT 16 CONSTRUCTION STAKING SHALL BE PROVIDED BY THE CONTRACTOR 17 CONTRACTOR SHALL PROVIDE ALL PERMITS REQUIRED FOR CONSTRUCTION EXCEPT FOR THE PERMITS PROVIDED BY OWNER AS IDENTIFIED IN CONTRACT DOCUMENTS 18 ALL BASE MAPPING AND SURVEY INFORMATION WAS PROVIDED BY PWSI INC WITH THE MOST RECENT BASE MAP DATED JUNE 2018 www tetratech corn • Z O 0 LL 1— O O n Z L� F- col — LL Q rIO m 0 U 30% DESIGN PLANS w a Int SIMON CONTRACTOR'S INC STATE HIGHWAY 257 8 WCR 80 5 ROADWAY IMPROVEMENTS GENERAL NOTES Project No 133-01756-17001 Desgned By RCM Drawn By LAW Checked By TABS G-002 4445041 Pages 20 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO III Fry , , . M. 0I2I11111,731ill Ilk ®III I IlasEmeztaatetcsial Bar Measures 1 inch Copynght. Tetra Tech 10/8/2018 5 23 57 PM - P \01756\133-01756-17001\CAD\SHEETFILES\HIGHWAY DESIGN\G-001 GENERAL NOTES LEGEND & ABBREVIATIONS DWG WEATHERL LAURA E D C B A 2 3 4 5 6 GRADING AND EROSION CONTROL NOTES 1 WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED LOCATIONS SHALL BE AS ORDERED BY THE ENGINEER INSPECTOR OR CDOT 2 A STATE ISSUED STORMWATER CONSTRUCTION PERMIT AND SWMP (STORM WATER MANAGEMENT PLAN) WILL BE REQUIRED AND MUST BE MAINTAINED THROUGH THE DURATION OF THE PROJECT THE SWMP IS HELD BY THE OWNER AND A COPY SHALL BE SUPPLIED TO THE CONTRACTOR 3 DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON SITE EROSION DUE TO RUNOFF AS WELL AS VEHICLE TRACKING THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN IN DRAWINGS AND REMOVAL WHEN DIRECTED BY THE ENGINEER INSPECTOR OR CDOT 4 ALL PERIMETER EROSION CONTROL MEASURES SHALL BE INSTALLED AND FUNCTIONAL PRIOR TO ANY OTHER EARTH -DISTURBING ACTIVITY ALL OTHER STRUCTURAL EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AS SOON AS THE FACILITIES AROUND WHICH THEY ARE BASED BECOME OPERATIONAL 5 ANY EROSION CONTROL FACILITY DAMAGED OR DESTROYED PREMATURELY BY ANY MEANS SHALL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR 6 THE CONTRACTOR SHALL PREVENT SEDIMENT DEBRIS AND ALL OTHER POLLUTANTS FROM ENTERING NATURAL DRAINAGES DURING ALL DEMOLITION EXCAVATION TRENCHING BORING GRADING OR OTHER CONSTRUCTION OPERATIONS THAT ARE PART OF THIS PROJECT THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR REMEDIATION OF ANY ADVERSE IMPACTS TO ADJACENT WATERWAYS WETLANDS ETC RESULTING FROM WORK DONE AS PART OF THIS PROJECT 7 THE CONTRACTOR SHALL LOCATE INSTALL AND MAINTAIN ALL EROSION CONTROL AND WATER DUALITY BEST MANAGEMENT PRACTICES AS INDICATED IN THE STORMWATER MANAGEMENT PLAN AND SHOWN ON THE EROSION CONTROL PLANS 8 9 10 11 12 13 THE CONTRACTOR GRADING CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL INSURE NO SPILLAGE OF ALL LOADS OF CUT AND FILL MATERIAL DURING TRANSPORT ON PUBLIC RIGHTS OF WAYS WHERE TOPSOIL IS PLACED IT SHALL BE INSTALLED WITH THE TOP OF THE TOPSOIL SURFACE SET AT FINISH GRADE ALL GRADING AND FILLING OPERATIONS SHALL BE OBSERVED INSPECTED AND TESTED BY A LICENSED GEOTECHNICAL ENGINEER ALL TEST RESULTS SHALL BE MADE AVAILABLE TO THE PROJECT ENGINEER THE INSPECTOR AND CDOT CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS THE CONTRACTOR SHALL IMPLEMENT ALL MEASURES THAT ARE DETERMINED NECESSARY AND MEET THE REQUIREMENTS OF THE STATE STORMWATER DISCHARGE PERMIT NEGATIVE IMPACTS TO DOWNSTREAM AREAS CAUSED BY CONSTRUCTION TO BE MONITORED AND CORRECTED BY THE CONTRACTOR ANY OFF -SITE CLEANUP DIRECTED BY THE ENGINEER INSPECTOR OR CDOT (INCLUDING STREET CLEANING) SHALL BE COMPLETED WITHIN 24 HOURS OF WRITTEN INSTRUCTION OR RISK CONSTRUCTION STOPPAGE APPROVED EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES ( BMP ) SHALL BE MAINTAINED AND KEPT IN GOOD REPAIR FOR THE DURATION OF THIS PROJECT AT A MINIMUM THE CONTRACTOR OR HIS AGENT SHALL INSPECT ALL BMPS WEEKLY AND AFTER SIGNIFICANT PRECIPITATION EVENTS ALL NECESSARY MAINTENANCE AND REPAIR SHALL BE COMPLETED IN A TIMELY MANNER ACCUMULATED SEDIMENT AND DEBRIS SHALL BE REMOVED FROM A BMP WHEN THE SEDIMENT LEVEL REACHES ONE HALF THE HEIGHT OF THE BMP OR AT ANY TIME THAT SEDIMENT OR DEBRIS ADVERSELY IMPACTS THE FUNCTIONING OF THE BMP 14 WATER USED IN THE CLEANING OF CONCRETE TRUCK DELIVERY CHUTES SHALL BE DISCHARGED INTO A PRE DEFINED BERMED CONTAINMENT AREA ON THE JOB SITE THE REQUIRED CONTAINMENT AREA IS TO BE BERMED SO THAT WASH WATER IS TOTALLY CONTAINED WASH WATER DISCHARGED INTO THE CONTAINMENT AREA SHALL BE ALLOWED TO INFILTRATE OR EVAPORATE DRIED CEMENT WASTE SHALL BE REMOVED FROM THE CONTAINMENT AREA AND PROPERLY DISPOSED OF SHOULD A PRE -DEFINED BERMED CONTAINMENT AREA NOT BE AVAILABLE DUE TO THE PROJECT SIZE OR LACK OF AN AREA WITH A SUITABLE GROUND SURFACE FOR ESTABLISHING A CONTAINMENT AREA PROPER DISPOSAL OF READY MIX WASHOUT AND RINSE OFF WATER AT THE JOB SITE SHALL CONFORM TO THE APPROVED TECHNIQUES AND PRACTICES IDENTIFIED IN THE COLORADO DEPARTMENT OF PUBLIC HEALTH & ENVIRONMENTS TRAINING VIDEO ENTITLED BUILDING FOR A CLEANER ENVIRONMENT READY MIX WASHOUT TRAINING AND ITS ACCOMPANYING MANUAL ENTITLED READY MIX WASHOUT GUIDEBOOK VEHICLE AND EQUIPMENT WASHOUT AT CONSTRUCTION SITES THE DIRECT OR INDIRECT DISCHARGE OF WATER CONTAINING WASTE CEMENT TO THE STORM SEWER SYSTEM IS PROHIBITED INFORMATION ABOUT OR COPIES OF THE VIDEO AND TRAINING MANUAL ARE AVAILABLE FROM THE WATER QUALITY CONTROL DIVISION COLORADO DEPARTMENT OF PUBLIC HEALTH & ENVIRONMENT 4300 CHERRY CREEK DRIVE SOUTH DENVER COLORADO 80222 1530 303 692 3555 15 PAVED SURFACES WHICH ARE ADJACENT TO CONSTRUCTION SITES SHALL BE SWEPT IN A TIMELY MANNER WHEN SEDIMENT AND OTHER MATERIALS ARE TRACKED OR DISCHARGED ONTO THEM EITHER SWEEPING BY HAND OR USE OF STREET SWEEPERS IS ACCEPTABLE STREET SWEEPERS USING WATER WHILE SWEEPING IS REQUIRED IN ORDER TO MINIMIZE DUST 16 TEMPORARY EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL SUCH TIME AS ALL TRIBUTARY DISTURBED AREAS ARE SUFFICIENTLY STABILIZED IN THE OPINION OF THE PROJECT ENGINEER AND CDOT TO MINIMIZE EROSION POTENTIAL 17 WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE AND OTHER PUBLIC FACILITIES AND TO RESTORE THE AREA TO NATURAL CONDITION UTILITY NOTES 1 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION SCHEDULE AND UTILITY LOCATIONS WITH ALL UTILITY'S TECHNICAL SPECIFICATIONS AND STANDARD PLANS (DETAILS) NOTES 1 ROAD CONSTRUCTION FOR THIS PROJECT WILL REFERENCE COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION 2011 OR MOST RECENT PUBLICATION (HTTPSJA WW CODOT GOVIBUSINESS/DESIGNSUPPORT2011-CONSTRUCTIONSPECIFICATIONS) 2 STANDARD PLANS SHALL BE REFERENCED FROM THE COLORADO DEPARTMENT OF TRANSPORTATIONS 2012 M&S STANDARDS (HTTPS //WWVV CODOT GOV/BUSINESS/DESIGNSUPPORT/STANDARD PLANS/2012-M-STANDARDS PLANS) GEOTECHNICAL NOTES 1 THE BASE OF FILLS SHOULD BE SCARIFIED AT LEAST 8 INCHES DEEP MOISTURE CONDITIONED OR DRIED TO WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT PROCESSED TO A UNIFORM CONDITION AND THEN COMPACTED TO AT I PAST 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR (AASHTO T99) 2 IF SOFT UNSUITABLE OR YIELDING MATERIALS (OR AREAS) ARE ENCOUNTERED DURING THE PROCESS DESCRIBED IN NOTE 1 THIS MATERIAL SHOULD BE REMOVED AND REPLACED WITH SUITABLE FILL 3 IF ENCOUNTERED DURING CONSTRUCTION SOILS UNSUITABLE FOR PLACEMENT AS FILL SUCH AS WEATHERED CLAYSTONE SOILS OR THOSE CONTAINING ORGANIC MATERIALS CAN BE PLACED IN TOES OF SLOPES OR IN AREAS WHERE PAVEMENTS AND OTHER STRUCTURES WILL NOT BE CONSTRUCTED 4 ALL VISIBLE DEBRIS OR OTHER DELETERIOUS OR ORGANIC MATERIALS OBSERVED DURING CONSTRUCTION SHOULD BE REMOVED 5 PROPERTIES OF THE FILL WILL AFFECT THE PERFORMANCE OF THE PAVEMENT SANDY SOILS USED AS FILL SHOULD BE MOISTENED TO WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT CLAY FILL SOILS SHOULD BE MOISTURE TO BETWEEN 1 PERCENT BELOW OPTIMUM AND 3 PERCENT ABOVE OPTIMUM MOISTURE CONTENT 6 FILL SHOULD BE MOISTURE CONDITIONED PLACED IN THIN LOOSE LIFTS (8 INCHES OR LESS) AND COMPACTED PER SPECIFICATIONS FILL PLACEMENT AND COMPACTION ACTIVITIES SHOULD NOT BE CONDUCTED WHEN THE FILL MATERIAL OR SUBGRADE IS FROZEN NEW PAVEMENT SHALL MEET SMOOTHNESS CATEGORY MRI 2 FOR PRELIMINARY PLAN (QUANTITIES OF PAVEMENT MATERIALS THE FOLLOWING RATES OF APPLICATION WERE USED TACK COAT EMULSIFIED ASPHALT @ 0 1 GALS /SQ YD (DILUTED AND UNDILUTED) HOT MIX ASPHALT (HMA) @ 110 LBS /SQ YD /INCH AGGREGATE BASE COURSE CLASS 6 @ 133 LBS /CU FT A TACK COAT OF EMULSIFIED ASPHALT (SLOW SETTING) IS TO BE APPLIED TO IMPROVE BOND AT THE FOLLOWING LOCATIONS • BEFORE PLACING NEW PAVEMENT OVER EXISTING PAVEMENT • ALONG THE FACE OF ALL CURBS GUTTERS MANHOLES ADJACENT EXISTING PAVEMENT AND OTHER SURFACES AGAINST WHICH ASPHALT WILL BE PLACED • BETWEEN PAVEMENT COURSES WHEN ORDERED BY THE ENGINEER DILUTED EMULSIFIED ASPHALT FOR TACK COAT SHALL CONSIST OF 1 -PART EMULSIFIED ASPHALT AND 1 -PART WATER THIS SHALL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE COST OF ITEM 403 HOT MIX ASPHALT (HMA) THE CONTRACTOR SHALL SUBMIT A PAVING SCHEDULE TO THE ENGINEER AT LEAST 5 WORKING DAYS PRIOR TO THE PRE -PAVING CONFERENCE PAVING SHALL NOT BEGIN UNTIL THE SCHEDULE HAS BEEN ACCEPTED IN WRITING BY THE ENGINEER PRIOR TO PLACING HOT MIX ASPHALT THE PAVED SURFACE SHALL BE SWEPT AND CLEANED THIS WORK WILL BE PERFORMED BY A PICKUP BROOM THIS WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE COST OF THE HOT MIX ASPHALT PAVEMENT ITEMS ANY LAYER OF HMA THAT IS TO HAVE A SUCCEEDING LAYER PLACED THEREON SHALL BE COMPLETED TO THE FULL AVAILABLE WIDTH WITHIN EACH PHASE OF CONSTRUCTION BEFORE A SUCCEEDING LAYER IS PLACED DILUTED TACK COAT SHALL BE USED BETWEEN EXISTING MAT AND NEW PAVEMENT, AND BETWEEN NEW PAVEMENT COURSES WHERE NEW PAVEMENT IS TO ABUT EXISTING PAVEMENT, THE EXISTING PAVEMENT SHALL BE REMOVED FULL DEPTH TO A NEAT VERTICAL LINE USING A PAVEMENT CUTTING SAW OR OTHER METHOD AS APPROVED BY THE ENGINEER THE WORK WILL NOT BE MEASURED AND PAID FOR SEPARATELY, BUT WILL BE INCLUDED IN THE REMOVAL OF ASPHALT MAT ITEM PRIOR TO PLACING TACK COAT OR HOT MIX ASPHALT AGAINST VERTICAL EDGES, THE PAVED SURFACE SHALL BE CLEAN SWEEPING OR OTHER CLEANING METHODS MAY BE REQUIRED AND WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE WORK DEPTH OF RECONDITIONING AND MOISTURE -DENSITY CONTROL FOR THIS PROJECT SHALL BE AS FOLLOWS • FULL DEPTH OF ALL EMBANKMENTS • FULL DEPTH FOR AGGREGATE BASE COURSE • 6 INCHES FOR BASES OF CUTS AND FILLS EXCAVATION REQUIRED FOR COMPACTION OF BASES OF CUTS AND FILLS WILL BE CONSIDERED AS SUBSIDIARY TO THAT OPERATION AND WILL NOT BE PAID FOR SEPARATELY WATER REQUIRED FOR COMPACTION WILL BE CONSIDERED AS SUBSIDIARY TO THAT OPERATION, WILL BE PROVIDED BY THE CONTRACTOR, AND WILL NOT BE PAID FOR SEPARATELY E U U Z 00 0 Z F—rHr^ vJ < Z CC 0 0 0 U O m 0 30% DESIGN PLANS 0 SIMON CONTRACTOR'S INC i2 z u$7 O a 3 co 3 F- a O 2 Z U N 3 W r ^• Z � ki W I � = o Project No 13&01755-17001 Designed By- RCM Drawn By LAW Checked By- MBS G-003 lesEga=mas:smad Bar Measures 1 inch 4445041 Pages 21 of 107 11/08/20]8 17 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, II Weld County, CO E UAW III MFaVI W laid 9 �IFr� �� 11 9 r �ti'� . I it Copynghl Tetra Tech 10/8/2018 5 23 58 PM P 101756\133-01756-17001\CAD\SHEETFILES\HIGHWAY DESIGN\G-001 GENERAL NOTES LEGEND 8 ABBREVIATIONS DWG WEATHERL LAURA E D C B A PLAN NEW OR NUMBER REVISED M-100 1 M-100 2 M-203 1 M 203 2 M 203 11 M 203-12 M STANDARD TITLE STANDARD SYMBOLS (3 SHEETS) ACRONYMS AND ABBREVIATIONS (4 SHEETS) O APPROACH ROADS (REVISED ON JULY 06 2013) DITCH TYPES SUPERELEVATION CROWNED AND DIVIDED HIGHWAYS (3 SHEETS) SUPERELEVATION STREETS (2 SHEETS) M-206-1 EXCAVATION AND BACKFILL FOR STRUCTURES (2 SHEETS) M-206-2 EXCAVATION AND BACKFILL FOR BRIDGES (2 SHEETS) 17-18 M-208-1 TEMPORARY EROSION CONTROL (11 SHEETS) IJARGHE2020161 -+9.38- M 210 1 MAILBOX SUPPORTS (2 SHEETS) 31 32 M-214 1 PLANTING DETAILS 33 M 216 1 O SOIL RETENTION COVERING (2 SHEETS) M-412 1 O CONCRETE PAVEMENT JOINTS (5 SHEETS) M 510 1 STRUCTURAL PLATE PIPE H-20 LOADING M 601 1 O SINGLE CONCRETE BOX CULVERT (2 SHEETS) M 601 2 p DOUBLE CONCRETE BOX CULVERT (2 SHEETS) (NOVEN ER25 2015) -42-49- M 601 3 O TRIPLE CONCRETE BOX CULVERT (2 SHEETS) NOVEMBER25 2015) -44.45- M 601-10 HEADWALL FOR PIPES M 601-11 TYPE "S SADDLE HEADWALLS FOR PIPE M 601-12 HEADWALLS AND PIPE OUTLET PAVING M 601-20 WINGWALLS FOR PIPE OR BOX CULVERTS M 603 1 O METAL PIPE (4 SHEETS) (REVISED ON OCTOBER 62 2014) M 603 2 p REINFORCED CONCRETE PIPE (REVISED ON OCTOBER 02 2214) -54- M 603 3 PRECAST CONCRETE BOX CULVERT p� 55 M 603-4 O CORRUGATED POLYETHYLENE PIPE (AASHTO M294) OCT OY Y014) -56- M 603-5 O POLYVINYL CHLORIDE (PVC) PIPE (AASHTO M304)ETA M 603-6 O STEEL REINFORCED POLYETHYLENE RIBBED PIPE (AASHTO MP 20) (AEW ON APRIL 30 2015) M 603 10 CONCRETE AND METAL END SECTIONS (2 SHEETS) M 604 10 INLET, TYPE C M 604 11 INLET TYPE D M 604 12 CURB INLET TYPE R (2 SHEETS) M 604-13 CONCRETE INLET TYPE 13 M 604 20 MANHOLES (3 SHEETS) M 604-25 VANE GRATE INLET (5 SHEETS) M 605 1 SUBSURFACE DRAINS M 606 1 O GUARDRAIL TYPE 3 W BEAM (20 SHEETS) M 606 1 O MIDWEST GUARDRAIL SYSTEM (MGS) TYPE 3 W BEAM 31 INCHES (20 SHEETS) PAGE NUMBER 1-3 4-7 9 10 12 13 14 (NEW ON JULY 16 2015) REVISD EDN UY242012) (REVIFES ON NOVEMBER 25 2015) (REVISED ON MwS_DDN i0BER27 2014) (REVIVED aN UECEMBERIB 2015) M 606 13 O GUARDRAIL TYPE 7 F -SHAPE BARRIER (4 SHEETS) (REVISED ON AUGUST 30 413) M-606 14 PRECAST TYPE 7 CONCRETE BARRIER (3 SHEETS) 15 16 34 30 39 46 47 48 49 58 59 60 61 62-63 64 65 67 68-72 73 702 97-99 PLAN NEW OR M STANDARD PAGE NUMBER REVISED TITLE NUMBER M 607-1 WIRE FENCES AND GATES (3 SHEETS) 100 102 M 607-2 CHAIN LINK FENCE (3 SHEETS) 103-105 M 607-3 BARRIER FENCE 106 M 607-4 O DEER FENCE GATES AND GAME RAMPS (5 SHEETS) -464-499- (REVISED ON APRIL 30 2015) M-607 10 PICKET SNOW FENCE 110 M 607-15 ROAD CLOSURE GATE (9 SHEETS) 111 119 M 608 1 O CURB RAMPS (10 SHEETS) (REVISED ON FEBRUARY 23 2017) M 609 1 O CURBS GUTTERS AND SIDEWALKS (4 SHEETS)(JRUirii°2olz) M 611-1 CATTLE GUARD (2 SHEETS) M 611-2 O DEER GUARD (2 SHEETS) (NEW ON APRIL 30 2015) M 613 1 ROADWAY LIGHTING (4 SHEETS) M 614 1 RUMBLE STRIPS (3 SHEETS) M-614 2 SAND BARREL ARRAYS (2 SHEETS) M 6151 EMBANKMENT PROTECTOR TYPE 3 M 615 2 EMBANKMENT PROTECTOR TYPE 5 M 616 1 INVERTED SIPHON M 620 1 FIELD LABORATORY CLASS 1 M 620 2 FIELD LABORATORY CLASS 2 (2 SHEETS) M 620 11 FIELD OFFICE CLASS 1 M 620 12 FIELD OFFICE CLASS 2 M 629 1 SURVEY MONUMENTS (2 SHEETS) COLORADO DEPARTMENT OF TRANSPORTATION M&S STANDARDS PLANS LIST July 04, 2012 Revised on February 23, 2017 120 125 130 131 132 135 136 138 139 140 141 142 143 144 145 146 147 148 149 150 ALL OF THE M&S STANDARD PLANS, AS SUPPLEMENTED AND REVISED, APPLY TO THIS PROJECT WHEN USED BY DESIGNATED PAY ITEM OR SUBSIDIARY ITEM NEW OR REVISED STANDARD PLAN SHEETS APPLICABLE TO THIS PROJECT, INDICATED BY A MARKED BOX , WILL BE ATTACHED TO THE PLANS S-614 9 S-614 10 S-614-11 S 614-12 S 614-14 S-614-20 S-614-21 0 O S-614 40A O O S 614-44 O S-614 50 O S-614 60 CI 0 O PLAN NEW OR NUMBER REVISED S-612-1 S-614-1 S-614-2 S-614-3 S-614-4 S-614-5 S-614-6 S-614-8 S STANDARD TITLE MI DELINEATOR INSTALLATIONS (7 SHEETS) CI GROUND SIGN PLACEMENT (2 SHEETS) CI CLASS ISIGNS CLASS II SIGNS CLASS III SIGNS (3 SHEETS) S-614-22 S-614 40 S-614-41 S-614-42 S-614-43 (REVISED ON JUNE 26 2018) (REVISED ON DEC 1 2016) (REVISED ON DECEMBER 12 2014) (REVISED ON DECEMBER 17 2014) BREAK -AWAY SIGN SUPPORT DETAILS (REVISED ONFEBRUARY B 2017) FOR GROUND SIGNS (2 SHEETS) CONCRETE FOOTINGS AND SIGN ISLANDS FOR CLASS III SIGNS (2 SHEETS) (REVISED OV SEPTEMBER 16 2013) TUBULAR STEEL SIGN SUPPORT DETAILS (6 SHEETS) (REVISED ON DECEMBER 1 2016) PEDESTRIAN PUSH BUTTON POST ASSEMBLY MARKER ASSEMBLY INSTALLATIONS MILEPOST SIGN DETAIL FOR HIGH SNOW AREAS STRUCTURE NUMBER INSTALLATION FLASHING BEACON AND SIGN INSTALLATIONS (3 SHEETS) TYPICAL POLE MOUNT SIGN INSTALLATIONS CONCRETE BARRIER SIGN POST INSTALLATIONS (REVISED ON MAY24 2016) TYPICAL MULTI -SIGN INSTALLATIONS TYPICAL TRAFFIC SIGNAL INSTALLATION DETAILS (5 SHEETS) (REVISED ONJUNE 17 2016) ALTERNATIVE TRAFFIC SIGNAL INSTALLATION DETAILS (4 SHEETS) (REVISED ON JUNE 17 2016) TEMPORARY SPAN WIRE SIGNALS (REVISED ON APRIL 2015) CABINET FOUNDATION DETAIL (4 SHEETS) TRAFFIC LOOP AND MISCELLANEOUS SIGNAL DETAILS (10 SHEETS) PEDESTAL POLE SIGNALS (2 SHEETS) (REVISED ON JUNE 17 2016) STATIC SIGN MONOTUBE STRUCTURES (12 SHEETS) (REVISED ONJUNE 17 2018' DYNAMIC SIGN MONOTUBE STRUCTURES (14 SHEETS) (REVISED ON JUNE 17 2016) S-627 1 PAVEMENT MARKINGS (8 SHEETS) (REVISED ON FEBRUARYS 2317) S 630 1 TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION (24 SHEETS) (REVISED ON JUNE 25 2016) S 630 2 BARRICADES DRUMS CONCRETE BARRIERS (TEMP) AND VERTICAL PANELS (REVISE) ON JUNE 23 2016) S 630 3 FLASHING BEACON (PORTABLE) DETAILS S-630 4 STEEL SIGN SUPPORT (TEMPORARY) INSTALLATION DETAILS (2 SHEETS) S-630 5 O PORTABLE RUMBLE STRIPS (TEMPORARY) (2 SHEETS) (REVISED ON AUGUST 13 2015) S 630 6 EMERGENCY PULL OFF AREA (TEMPORARY) S 630-7 ROLLING ROADBLOCKS FOR TRAFFIC CONTROL (3 SHEETS) PAGE NUMBER 151 957 (REVISED ON MAY 24 2016) —463- 161 1C7 1C0 100 173 175 176 177 178-180 181 -462- 183 -494-499- 903132 i$3- 194 197 198 207 W%W tetratech corn Z OO LL I- O O LZ LL Z CC0 0 0- U 1r 0 K U 30% DESIGN PLANS 259- 260 261-262 265 266 268 20 SIMON CONTRACTOR'S INC STATE HIGHWAY 257 8 WCR 80 5 ROADWAY IMPROVEMENTS GENERAL NOTES Project No 133-01756 17001 Designed By Drawn By RCM LAW Checked By MBS G-004 kstinamrsmian Bar Measures 1 inch 4445041 Pages 22 of 107 11/08/2018 11 43 PM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County CO �I iii h ITIMAIKEICHI NIC AVQ NICV,6 1ilyri, CopynghL Tetra Tech E D J W 5 Z C' 0 0 0 W >- 0 W B LL LU W N 0 N- C, r- r a A Csl v N CO 0 N CO 1 2 3 4 5 6 BM#1 N 1006656 E 9932 97 EL 492022 n 0 70 ROW / BM #3 ROW MONUMENT N 29862 60 E 9B86 22 EL 510270 WEST 1/4 CORNER SEC 16 T7N R67W FOUND 31/4 DIAMETER ALUMINUM CAP L S #13155 IN RANGE BOX - - L8 W L10 BM APPROXIMATELY 20 400 SOUTH L3' L412T00- L5 P'� L6L7DO-L9-- L11 LARIMER COUNTY CANAL EASEMENT BK 349 PG 349 BK 1132 REC NO 2074298 II I= I6 I� to IW Ig I I I II II STA.16+10 72 STATE HWY 257 N 29942 25 E 9905 76 STA.40+28 94 WCR 805 N 29942 25 STATE HIGHWAY 257 CENTERLINE ALIGNMENT SECTION 17 T7N R67W CACTUS HILL RANCH CO L12 E 990576 80 ROW L13 um Imo .. I ^0I^STATE HIC{,HWAV 257 -224-00— _- .-9—• '__-_-__—._- { I I I I I I —Vona 52 265ROXIMAH BM #1 SECTION CORNER N 32524 17 E 9908 42 EL 5159 39 L26 80 ROW SECTION LINE ENTRANCE I CENTERLINE ALIGNMENT SECTION 16 T 7N R 67W CACTUS HILL RANCH CO 100 EASEMENT REC NO 1744276 ENTRANCE 2 CENTERLINE ALIGNMENT 21100 L28 214q(I 00 On I 0 I14 t III � I I IIj ar 2Lgg00 I 60 ROW BK 247 PG 141 (112882) WCR 80 5 CENTERLINE ALIGNMENT BM #4 SECTION CORNER N 29887 81 E 12550 88 EL 5103 32 SECTION 16 T 7N R 67W CACTUS HILL RANCH CO + VALLEY VIEW ACRES NOTES 1 SEE C 109 FOR SURVEY - CONTROL TABLE 0 100 200 SCALE 1 = 200 E U m r O CL Z 00 LL I -O�O Z f--' U vJ 0 m Sc Sc U U 0 io w 0 SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR B0 5 ROADWAY IMPROVEMENTS J O F- 0 J LLI CO Project No 133-01756-17001 Designed By RCM Drawn By LAW Checked By MBS C-108 4445041 Pages 23 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO VIII FAR OirinVIVICCILIVAIIINIIIIIM Ell �I III Bar Measures 1 inch Copynght Tetra 10/8/2018 5 24 13 PM - P 101756\133-01756-17001\CAD1SHEETFILES\HIGHWAY DESIGN\C-109 SURVEY CONTROL PLAN DWG WEATHERL LAURA E D C B A CDOT 257 NUMBER LENGTH RADIUS LINE/CHORD DIRECTION START NORTHING & EASTING END NORTHING & EASTING L7 50 00 NO 32 00 92 E N 29331 61 N 29381 61 E 9896 60 E 9897 06 L2 6980 NO 34 41 04 E N 29381 61 N 29451 40 E 9897 06 E 9897 77 L3 3021 NI 33 5588E N 29451 40 N 29481 60 E 9897 77 E 9898 59 L4 7753 NO 45 3518E N 29481 60 N 29559 12 E 9898 59 E 9899 62 L5 6263 NI 02 3413E N 29559 12 N 29621 75 E 9899 62 E 9900 76 L6 74 93 NO 55 40 04 E N 29621 75 N 29696 67 E 9900 76 E 9901 98 L7 1726 NO 56 42 81 E N 29696 67 N 29713 93 E 9901 98 E 9902 26 LB 19 52 NO 22 23 07 E N 29713 93 N 29733 45 E 9902 26 E 9902 39 L9 123 12 NO 52 44 03 E N 29733 45 E 9902 39 N 29856 55 E 9904 28 L10 8230 N1 01 5616 E N 2985655 E 9904 28 N2993884 i29959035884 76 L11 3 42 NO 01 45 06 E N 29938 84 N 29942 25 E 9905 76 E 9905 76 L12 3446 NO 01 43 18 E N 29942 25 N 29976 71 E 9905 76 E 9905 78 L13 616 N2 17 48 98 E N 29976 71 N 29982 89 E 9905 78 E 9906 03 L14 125 39 NO 24 46 81 E N 29982 89 N 30108 27 E 9906 03 E 9906 93 L15 17326 NO 00 0812 W N 3010827 N 30281 54 E 9906 93 E 9906 92 L16 10261 NO 13 01 94 E N 30281 54 N 30364 14 E 9906 92 E 9907 31 L17 5688 NO 24 4683 W N 3038414 N 30441 02 E 9907 31 E 9906 90 L18 142 34 NO 16 51 38 E N 30441 02 E 9906 90 N 30583 36 E 9907 60 L19 7317 NO 14 24 97 W N 30583 36 E 9907 60 N 30656 54 E 9907 29 L20 79 23 NO 10 43 64 E N 30656 54 E 9907 29 N 30735 77 E 9907 54 L21 132 31 NO 07 35 37"W N 30735 77 N 30868 OB E 9907 54 E 9907 25 L22 65 49 NO 25 22 85" 7✓ N 30868 OB N 30933 57 E 9907 25 E 9906 76 L23 81 02 NO 19 4712E N 30933 57 E 9906 76 N 31014 58 E 9907 23 L24 116 95 NO 11 05 90 E N 31014 58 E 9907 23 N 31131 54 E 9907 61 L25 324 17 NO 02 54 81 W N 31131 54 E 9907 61 N 31455 71 E 9907 33 L26 27 95 NO 00 24 39 E N 31455 71 E 9907 33 N 31483 65 E 9907 34 WCR 80 5 NUMBER LENGTH RADIUS LINE/CHORD DIRECTION START NORTHING & EASTING END NORTHING & EASTING L27 1175 12 589 45 59 71 E N 29942 37 E 9876 82 N 29937 58 E 11051 93 ENTRANCE 1 NUMBER LENGTH RADIUS LINE/CHORD DIRECTION START NORTHING & EASTING END NORTHING & EASTING L28 106 45 SO 13 52 47"W N 29940 57 E 1031925 N 29834 12 E 1031882 ENTRANCE 2 NUMBER LENGTH RADIUS LINE/CHORD DIRECTION START NORTHING & EASTING END NORTHING & EASTING L29 104 29 SO 14 00 29'W N 29939 04 E 10694 65 N 29834 75 E 10694 22 E U Z 0 0 U_ ia I-- 0 LZ r rI— L Z CC 0 m U z z O U 30,5 DESIGN PLANS a SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 80 5 ROADWAY IMPROVEMENTS SURVEY CONTROL W J m Pralecl No 133-01756-17001 Designed By RCM Drawn By LAW Checked By MBS C-109 4445041 Pages 24 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO ®I III kmazmea Bar Measures 1 inch Copynght Tetra Tech 10/8/2018 5 24 36 PM - P \017561133-01756 17001\CAD\SHEETFILES\HIGHWAY DESIGN\C 110 TYPICAL ROAD SECTIONS DWG -WEATHERL LAURA E D C B A SAW CUT EXIST ASPHALTIC CONCRETE SURFACE COURSE EXIST BASE EXIST COMPACTED SUBGRADE 6 SAW CUT NOTE 70 ROW 30 ROW RIGHT OF WAY _ 20 GRAVEL SHOULDER EXST GRAVEL EDGE 37 0 EXST ROAD REMOVAL OF ASPHALT MAT (PLANING) (TRANSITION FROM 1 TO 2 ) OVERLAY ON EXST PAVEMENT EXST GRADE AT HIGHWAY CENTERLINE = PROJECT CENTERLINE H WY 257 - TYPICAL SECTION STA 1O+O4 84 & 10+54 84 70 ROW 20 GRAVEL SHOULDER EXST GRAVEL EDGE O1 d RIGHT OF WAY 30 ROW ( alLL Q d1 EXST GRAVEL EDGE 54 60 SHOULDER 12 0 SB LANE VARIES VAR ES MEDIAN TAPER 0 0 TO 12 03 STA 10+54 84 TO STA 15+95 13 120 NB LANE BEGIN NEW ROAD SECTION DECEL LANE TAPER 00 TO 120 70 SHOULDER EXST ASPHALT HMA EXST ABC 2 REMOVAL OF ASPHALT MAT (PLANING) AND OVERLAY EXST GRADE AT HIGHWAY CENTERLINE = PROJECT CENTERLINE NEW ASPHALTIC CONCRETE SURFACE COURSE NEW BASE NEW COMPACTED SUBGRADE 1 CONTRACTOR SHALL APPLY A BITUMINOUS TACK COAT WHERE NEW ASPHALTIC CONRETE PAVEMENT ABUTTS EXISTING PORTLAND CEMENT CONCRETE PAVEMENT CONNECTION BETWEEN ONEW & EXISTING PAVEMENT SCALE 114 =1-0 PAVEMENT CONNECTION HWY 257 - TYPICAL SECTION STA 10+54 84 TO 12+16 68 SGLE 2 0 HMA (GRADING SX(75)) PG 64-28 4 0 HMA (GRADING S(75)) PG 64 22 3 2 OVERLAY OUTSIDE EDGE OF SHOULDER 2 0% 20 GRAVEL SHOULDER 4 SAFETY EDGE 00 13 10 CD 12 O 10 la 2% CATCH TO EXISTING BE5 I. 4 4 0 HMA (SEE DETAIL 2 - SHEET C 110) 6 0 ABC (SEE DETAIL 2 SHEET C 110) 60 HWY 257 ASPHALT C)PAVEMENTDETAIL SCALE NTS NOTE 1 HMA AND ABC THICKNESS ARE PER RECOMMENDATIONS IN THE REPORT GEOTECHNICAL ENGINEERING EVALUATION PAVEMENT THICKNESS DESIGN STATE HIGHWAY 257 AND WELD COUNTY ROAD 80 5 DATED JULY 25 2018 BY WESTEST 2 IF EMBANKMENT FILL IS REQUIRED TO ACHIEVE GRADE AN R40 STRUCTURAL FILL SHALL BE USED 5 10 I - SCALE 1 = 10 www tetratech corn • Z O O L O= Z I•-- I - LLB Q Z CCO 0 3- 00 0 U 0 30% DESIGN PLANS SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 80 5 ROADWAY IMPROVEMENTS Project No 133-01756 17001 Desgned By RCM Drawn By LAW Checked By MBS C-110 r 4445041 Pages 25 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO ®III MPIVAPNI Yid PPM MinIariliti ®I III 1...p.msEsi Bar Measures 1 inch Copynght. Tetra Tech 10/8/2018 5 24 42 PM - P \01756\133-01756 17001\CAD1SHEETFILES\HIGHWAY DESIGN\C-110 TYPICAL ROAD SECTIONS DWG - WEATHERL LAURA E D C B A 80 ROW RIGHT OF WAY 30 ROW EXST GRAVEL EDGE i _ 60 0 60 120 MEDIAN TAPER 0 0 TO 12 03 STA 10+54 84 TO STA 15+95 13 120 1 20 GRAVEL SHOULDER 120 70 _ I SHOULDER SB LANE NB LANE DECEL LANE SHOULDER BEGIN NEW ROAD SECTION VARIES VARIES EXST ASPHALT HMA — EXST ABC — 2 REMOVAL OF ASPHALT MAT (PLANING) AND OVERLAY EXST GRADE AT HIGHWAY CENTERLINE = PROJECT CENTERLINE PAVEMENT CONNECTION 80 ROW SAFETY EDGE 4 /A �\ \ :,.,/ice%A./: A/i.v A/i /AA��•`.�A//�'�AA/iA � VA/�A�V� HWY 257 TYPICAL SECTION STA 12+16 68 TO 14+71 13 SCALE r•IC. 2 OVERLAY 4 0 HMA (SEE DETAIL 2 SHEET C-110) - 6 0 ABC (SEE DETAIL 2 SHEET C-110) 30 ROW 2% CATCH TO E 4 .'i% iiy EXST GRAVEL EDGE NOTE 1 HMA AND ABC THICKNESS ARE PER RECOMMENDATIONS IN THE REPORT GEOTECHNICAL ENGINEERING EVALUATION PAVEMENT THICKNESS DESIGN STATE HIGHWAY 257 AND WELD COUNTY ROAD 80 5 DATED MAY JULY 25 2018 BY WESTEST 2 IF EMBANKMENT FILL IS REQUIRED TO ACHIEVE GRADE AN R40 STRUCTURAL FILL SHALL BE USED 60 120 AT STA 22+23 03 BEGIN REDIRECT TAPER MEDIAN (0070756) 120 SB DECEL LANE/ $ 120 120 NB 80 2 0 GRAVEL SHOULDER SHOULDER SB LANE LEFT TURN LANE NB LANE ACCEL LANE SHOULDER BEGIN NEW ROAD VARIES VARIES SECTION EXST ASPHALT HMA EXST ABC 2 REMOVAL OF ASPHALT MAT (PLANING) AND OVERLAY EXST GRADE AT HIGHWAY CENTERLINE = PROJECT CENTERLINE SAFETY EDGE 3 (MIN) I-x"s'r'� n —. '\. t- r`t'av, - Js.Z�S'�x i`-�4�3b. -�� ice„\• \`� 4 \ �\ \\/\\y.\.\ r �\�i\�\\� , .>i� ; /ice �\'\\i�i�`• ‘/j\//S% PAVEMENT CONNECTION HWY 257 TYPICAL SECTION STA 17+21 13 TO 22+22 97 — 2 OVERLAY 4 0 HMA (SEE DETAIL 2 SHEET C-110) 6 0 ABC (SEE DETAIL 2 SHEET C-110) 3 0 5 10 SCALE 1 =10 E U A O 0 LL O n Z CC F- I— LL U) CC• Z O O z O C 0 0 a SIMON CONTRACTOR'S INC STATE HIGHWAY 257 8 WCR 80 5 ROADWAY IMPROVEMENTS TYPICAL ROAD SECTIONS STATE HIGHWAY 257 PioleciNO 133-01756 17001 Designed By Drawn By RCM LAW Checked By MBS C-111 4445041 Pages 26 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County,CO III VIII FIFAMU�h« �(MID191I�11�19�IIC�lfll l kilit ®I III humcniara=mml Bar Measures 1 inch Copynght Tetra Tech 10/8/2018 5 24 48 PM - P \01756\133 1756 17001\ CAD 1SHEETFILES\HIGHWAY DESIGN\C 110 TYPICAL ROAD SECTIONS DWG WEATHERL LAURA E D C B A 1 2 3 4 5 6 80 ROW ROW VARIES x al EXST GRAVEL EDGE 60 120 7 56 TO 0 0 REDIRECT TAPER MEDIAN 12 0 NB LANE 12 0 NB ACCEL LANE 2 0 GRAVEL SHOULDER SHOULDER SB LANE SHOULDER BEGIN NEW - ROAD VARIES h VARIES SECTION EXST ASPHALT HMA EXST ABC 2 REMOVAL OF ASPHALT MAT (PLANING) AND OVERLAY EXST GRADE AT HIGHWAY CENTERLINE = PROJECT CENTERLINE 80 ROW HWY 257 - TYPICAL SECTION STA 22+22 97 TO 25+22 91 SAFETY EDGE 3 (MIN) / A/A//`/ \ z /• - .0, EXISTING GRADE 4 0 HMA (SEE DETAIL 2 SHEET C 110) 6 0 ABC (SEE DETAIL 2 SHEET C-110) PAVEMENT CONNECTION - 2 OVERLAY VARIES FROM 4 1 TO 2 1 SEE CROSS SECTIONS C 201 TIE BERM TO ROW LINE 1 RIGHT OF WAY 15 ROW al NOTE GRAVEL EDGE ✓i 120 7 56 TO 0 0 REDIRECT TAPER MEDIAN 120 NB LANE 12 0 NB ACCEL LANE 80 20 GRAVEL SHOULDER SHOULDER SB LANE VARIES EXST ASPHALT HMA - EXST ABC - 2 REMOVAL OF ASPHALT MAT (PLANING) AND OVERLAY EXST GRADE AT HIGHWAY CENTERLINE = PROJECT CENTERLINE 1 HMA AND ABC THICKNESS ARE PER RECOMMENDATIONS IN THE REPORT GEOTECHNICAL ENGINEERING EVALUATION PAVEMENT THICKNESS DESIGN STATE HIGHWAY 257 AND WELD COUNTY ROAD 80 5 DATED JULY 25 2018 BY WESTEST 2 IF EMBANKMENT FILL IS REQUIRED TO ACHIEVE GRADE AN R40 STRUCTURAL FILL SHALL BE USED BEGIN NEW - ROAD SECTION VARIES SHOULDER SAFETY EDGE 30 (MIN) �\I "CX7c C,C,'_ \% PAVEMENT CONNECTION HWY 257 TYPICAL SECTION STA 25+22 91 TO 27+79 24 SCALE I 10,0 — 2 OVERLAY :�\\\fir .'i'ti�1 1 /\: i/,/%/.,�>/; i;i� /i%2ice• /%/.ii„%/% 4 0 HMA (SEE DETAIL 2 SHEET C 110) EXISTING GRADE SLOPE VARIES TIE BERM TO ROW LINE - 6 0 ABC (SEE DETAIL 2 SHEET C 110) 4 0 5 10 SCALE 1 =10 E U , w--� fq o n V8 a c a Ii rn EN 23.01, 2 • Z O 0 L 0 Z tL CO u vJ Q Z tYO DO m S DESCRIPTION 30% DESIGN PLANS a SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 80 5 ROADWAY IMPROVEMENTS On Z - 1— O N una • >- LLI <• O CC J LLl < Q U>- I — Project No 133-0175517001 Designed By RCM Drawn By LAW Checked By MBS C-112 Issrmos;===czml Bar Measures 1 inch 4445041 Pages 27 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO ®III OW Copyright Tetra Tech 10/8/2018 5 24 53 PM - P \01756\133-01756 17001\CAD\SHEETFILES\HIGHWAY DESIGN\C 110 TYPICAL ROAD SECTIONS DWG - WEATHERL LAURA E D C B A 2 3 4 5 6 80 ROW 15 ROW RIGHT OF WAY NOTE EXST GRAVEL EDGE 60 SHOULDER 12 0 SB LANE VARIES EXST ASPHALT HMA EXST ABC 2 REMOVAL OF ASPHALT MAT (PLANING) AND OVERLAY EXST GRADE AT HIGHWAY CENTERLINE = PROJECT CENTERLINE 12 0 NB LANE BEGIN NEW - ROAD VARIES SECTION PAVEMENT CONNECTION 80 ROW 120 TO00 NB ACCEL LANE HWY 257 - TYPICAL SECTION STA 27+79 24 TO 30+02 91 SCALE 10.0" 80 SHOULDER 20 GRAVEL SHOULDER SAFETY EDGE 30 4 • fib\ ' <��2i/ \ 1 4 0 HMA (SEE DETAIL 2 SHEET C-110) 6 0 ABC (SEE DETAIL 2 SHEET C-110) — 2 OVERLAY EXST GRAVEL EDGE 20 75 SHOULDER 12 0 SB LANE VARIES 120 NB LANE BEGIN NEW ROAD VARIES SECTION R0 SHOULDER 2 0 GRAVEL SHOULDER i\\ 2 OVERLAY EXST ASPHALT HMA EXST ABC 2 REMOVAL OF ASPHALT MAT (PLANING) AND OVERLAY EXST GRADE AT HIGHWAY CENTERLINE = PROJECT CENTERLINE 1 HMA AND ABC THICKNESS ARE PER RECOMMENDATIONS IN THE REPORT GEOTECHNICAL ENGINEERING EVALUATION PAVEMENT THICKNESS DESIGN STATE HIGHWAY 257 AND WELD COUNTY ROAD 80 5 DATED JULY 25 2018 BY WESTEST 2 IF EMBANKMENT FILL IS REQUIRED TO ACHIEVE GRADE AN R40 STRUCTURAL FILL SHALL BE USED PAVEMENT CONNECTION HWY 257 - TYPICAL SECTION STA 30+02 91 TO 30+79 21 SGLE SAFETY EDGE 4 - 4 0 HMA (SEE DETAIL 2 SHEET C-110) - 6 0 ABC (SEE DETAIL 2 SHEET C 110) - 2 OVERLAY PROPOSED RIGHT OF WAY SLOPE VARIES TIE BERM TO ROW LINE OR EXISTING IGRADE AT4 I SLOPE 5 10 SCALE 1 =10 LL z O O u- 1 1- Z I- LL 1- JJ LL O Z 0 m 0 z N aO SIMON CONTRACTOR'S INC Project No 133-0175617001 Desgned By RCM Drawn By LAW Checked By MBS C-113 4445041 Pages 28 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, WeldCountyCOe MA l Ohnli IK IMAM' Al � l�l Bill Imarai 1 Bar Measures 1 inch Copyright Tetra Tech I 10/8/2018 5 25 00 PM P \01756\133-01756 17001\CAD1SHEETFILES\HIGHWAY DESIGN\C-110 TYPICAL ROAD SECTIONS DWG - WEATHERL LAURA E D C B A 1 2 3 4 5 6 30 ROW 60 ROW ROW VARIES 7.7 �i�i ////W,'7%--)2>,/,'\/� �\� % ice` � 1 �\ r\\� ✓ ' 3` i� -n-:y • ‘\W, i,� i 4 1/%\,//< \� \\\ \`i\\i��\\�� WW<(n-, (n—, \\`' \/\i\�i�\��\\i'\\\ \\\ ��h�.'T\G �� \' \�/ %��\��\�,: /\ \\�/\�/ \\ mo%�/.\//�%C/•/< /<n'/ /7//i /\lid /�i. /\/\�'\ \/ i\ \/\�\i\/\: \ / �.\ \,\,/ VARIES FROM 4 1 TO 2 1 SEE CROSS SECTIONS C-201 30 (MIN) TRANSITION GRAVEL SHOULDER FROM 1 0 TO 2 0 TRANSITION ASPHALT SHOULDER FROM 1 0 TO 8 0 120 TO00 WB TAPER ENDS AT 44+84 47 12n WB LEFT TURN LANE 12n EB LANE VARIES VARIES RIGHT OF WAY TRANSITION ASPHALT SHOULDER FROM 80 TO 10 TRANSITION GRAVEL SHOULD FROM 2 0 TO 1 0 120 TO 00 EB TAPER ENDS AT 42+65 85 3 0 (MIN) SAFETY EDGE PAVEMENT DETAIL ROW VARIES WCR 80 5 TYPICAL SECTION STA 41+58 25 TO 44+84 47 sa,c r,va 60 ROW 2 0 HMA (SEE DETAIL A THIS SHEET) 3 0 HMA (SEE DETAIL A THIS SHEET) - 7 0 ABC (SEE DETAIL A THIS SHEET) a ��/,�\/iii/i \ \ • Y TT Pr(\%\\ /„y2,�i: ��,\,,/,\„ \�\/,,,,./A--;<3........,,, ,,,,/ �-\\/� �,/ \_ 1 \ti tt x� `>cx � "ar_ �<`; /\\' .„,,..9,‘, ii\<l i\\j\\j i�';,\\�i�\ j\i/\\% %/%�\Yii\\i �%\\\�ice :\• \ \>\\< p. -/;, VARIES FROM 4 1 TO 21 SEE CROSS SECTIONS C 201 O ) 10 GRAVEL SHOULDER 2 0 HMA (GRADING SX(75)) PG 64 22 3 0 HMA (GRADING S(75)) PG 64-22 7 0 ABC (CLASS 6) OUTSIDE EDGE OF SHOULDER HWY 80 5 ASPHALT - DETAIL A SAFETY EDGE PAVEMENT DETAIL 50 - 2 0 HMA (SEE DETAIL A THIS SHEET)--- - 3 0 HMA (SEE DETAIL A THIS SHEET) - 7 0 ABC (SEE DETAIL A THIS SHEET) WCR 80 5 -TYPICAL SECTION ENTRANCE 1 STA 43+52 44 TO 45+32 33 SGLE NOTE 1 HMA AND ABC THICKNESS ARE PER RECOMMENDATIONS IN THE REPORT GEOTECHNICAL ENGINEERING EVALUATION PAVEMENT THICKNESS DESIGN STATE HIGHWAY 257 AND WELD COUNTY ROAD 80 5 DATED JULY 25 2018 BY WESTEST 2 IF EMBANKMENT FILL IS REQUIRED TO ACHIEVE GRADE AN R40 STRUCTURAL FILL SHALL BE USED SAFETY EDGE PAVEMENT DETAIL \\ \ ,,2\ /\\ 330 0 5 10 SCALE 1 =10 LL Z O 0 u- is O n z col '^ Et• 0 L- (±) 30% DESIGN PLANS w 0 SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 80 5 ROADWAY IMPROVEMENTS 07 Z O cn — U W O O J U_ U) O co U Project No 133-01756-17001 Desgned By RCM Drawn By LAW Checked By MBS C-114 4445041 Pages 29 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO K.,:oktfog frown kar J4�M Y6'�1 �41�) 7I II • Bar Measures 1 inch Copynght Tetra Tech 10/8/2018 5 25 07 PM P \01756\133-01756 17001\CAD\SHEETFILES\HIGHWAY DESIGN\C 110 TYPICAL ROAD SECTIONS DWG - WEATHERL LAURA E D C B A 2 3 4 5 6 2 0 HMA (GRADING SX(75)) PG 64 22 3 0 HMA (GRADING S(75)) PG 64 22 ROW VARIES 60 ROW 0 of OUTSIDE EDGE OF SHOULDER HWY 80 5 ASPHALT - DETAIL A SAFETY EDGE PAVEMENT DETAIL SCALE NTS 10 GRAVEL SHOULDER 4 4 1 10 ROW 10 10 GRAVEL SHOULDER 2 0 HMA (SEE DETAIL A THIS SHEET) 3 0 HMA (SEE DETAIL A THIS SHEET) - 7 0 ABC (SEE DETAIL A THIS SHEET) WCR 80 5 - TYPICAL SECTION STA 45+32 33 TO 47+27 75 SCALE 1,10.0. 60 ROW 9 I- 10 GRAVEL SHOULDER \\� 4 1 1 4 \\:�\� �t�?�cs,'.]1uSKi'7nc+i)`-n_'ntr_YlYk'hx \'✓\\,\•: \/\ \/ /\r/\/� //\/r\`/J \\//\/� \\r\ _Y\� 50 NOTE 10 ASPHALT SHOULDER J 120 130 14 55 SLOPE VARIES TIE TO EXISTING DITCH SEE CROSS SECTIONS C 201 RIGHT -OF WAY SITE ENTRANCE WB LANE EB LANE 20% 30% 212% 610% .f1' I .r>•�ar L7�7 r -----0.- 2 0 HMA (SEE DETAIL A -THIS SHEET) 3 0 HMA (SEE DETAIL A THIS SHEET) - 7 0 ABC (SEE DETAIL A THIS SHEET) WCR 80 5 - TYPICAL SECTION SITE ENTRANCE 2 STA 47+27 75 TO 49+00 SCALE 1,74 1 HMA AND ABC THICKNESS ARE PER RECOMMENDATIONS IN THE REPORT GEOTECHNICAL ENGINEERING EVALUATION PAVEMENT THICKNESS DESIGN STATE HIGHWAY 257 AND WELD COUNTY ROAD 80 5 DATED JULY 25 2018 BY WESTEST 2 IF EMBANKMENT FILL IS REQUIRED TO ACHIEVE GRADE AN R40 STRUCTURAL FILL SHALL BE USED 0 5' 10 SCALE 1 =10 E U LL Z O 0 u- ia 0 LZ L�L I— f^ U_ vJ Q Z c 5' 0 N 0 an a SIMON CONTRACTOR'S INC STATE HIGHWAY 257 8 WCR 80 5 ROADWAY IMPROVEMENTS Project No 133-01756-17001 Designed By RCM Drawn By LAW Checked By MBS C-115 4445041 Pages 30 of' 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO III FAWN, %hill PM ®ill Irstemmommei Bar Measures 1 inch Copynght. Tetra Tech 10/8/2018 5 25 12 PM - P101756\133-01756-17001 1 CAD\ SHEETFILES \ HIGHWAY DESIGN\C-110 TYPICAL ROAD SECTIONS DWG - WEATHERL LAURA 1 2 3 4 5 6 2 0 HMA (GRADING SX(75)) PG 64 22 3 0 HMA (GRADING S(75)) PG 64 22 60 ROW 10 GRAVEL SHOULDER OI x 5' 10 y�\\ v�/�!/� /\\ / �� /,',/��\ s/�,/,,// OUTSIDE EDGE OF SHOULDER HWY 80 5 ASPHALT DETAIL A SAFETY EDGE PAVEMENT DETAIL SCALE Pan 50 10 GRAVEL SHOULDER •,"7.`:15,,,4 4 4\'%/&/ \/� 2 0 HMA (SEE DETAIL A -THIS SHEET) 3 0 HMA (SEE DETAIL A THIS SHEET) - 7 0 ABC (SEE DETAIL A THIS SHEET) WCR 80 5 - TYPICAL SECTION STA 49+00 T049+57 75 SCALE 1,1C O. NOTE 1 HMA AND ABC THICKNESS ARE PER RECOMMENDATIONS IN THE REPORT GEOTECHNICAL ENGINEERING EVALUATION PAVEMENT THICKNESS DESIGN STATE HIGHWAY 257 AND WELD COUNTY ROAD 80 5 DATED JULY 25 2018 BY WESTEST 2 IF EMBANKMENT FILL IS REQUIRED TO ACHIEVE GRADE AN R40 STRUCTURAL FILL SHALL BE USED 0 5' 10 SCALE 1 =10 E m r L1. z O 0 L D O LLI— vJ Q Z CC 0 i U K DESCRIPTION S m X w a 0 Y m SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 80 5 ROADWAY IMPROVEMENTS TYPICAL ROAD SECTIONS to co co LL U Project Project No 13&01756-17001 Desgned By RCM Drawn By LAW Checked By MBS C-116 7- 4445041 Pages 31 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO FfIII IIIPARKiii$M1IIIMIZiall NIVI 4I 4 I i 1 !MIDI I Bar Measures 1 inch Copyright. Tetra Tech 10/8/2018 5 26 01 PM - P N017561133-01756 17001\CAD1SHEETFILES\HIGHWAY DESIGN \C 117 EXISTING CONDITIONS STATE HIGHWAY 257 DWG - WEATHERL LAURA E D C B A 2 3 4 5 6 -c' / / l-� •///;' "' �/jt'/I/ // / / 1" /�y4 / // -:-.7-;/1//1/1; d' =/ !/��/'r l,! \� DELINEATOR (TYP) / .-----",/ GAS PIPELINE /`': i�C /� /1 1,1 U/ w,/_ ! , ---_ //// - SIGN TN .,�><//, II �q! ;j/,//'/// SECTION LINE � , ti /i -/) i !////I/ .57 iIli/ /!„ 80 ROW r+......t�•.i = (.rte --- _--__.- � DELINEATOR Iil. --_L LJ`STA.10i00 O\, / �fi !\ N 2933161/ EXST ' E 989660 I il,l GUARDRAIL / 1 1 ^� I��%ICI' 1� I\ / 1 Ii4 RIPFIA5 CHECK DAM,, , \\ OUTF It/ CANAL III I I I ' 1 lly, 1 1 1 rI 1 I Iluui, / SECTION 17 T 7N R 67W CACTUS HILL RANCH CO / / / GAS PIPELINE SIGN / / EXISTING PAVEMENT ------- - -- - AREA (TYP) _ - -- --- f _ - W - =W _ / EXISTING EOA(TYP) I- .------ / / / - -I -_/ W ADOPT A HIGHWAY SIGN----- J __ _ MILE MARKER SIGN I ` 177:1, s INTERSECTION ROAD ___TMo24TRAFFIC SIGN----�--____-- -ELECOVERHEAD�IN PIPE ELECTRICINV 508893 - SECTIONI6T7NR67W___-- _-- _—_---_-- _�� \y_^_ — ' — _ — — CACTUS HILL RANCH CO — — _ — _ __ — - .�- 0 25 50 SCALE 1 =50 0 0 Ui ♦— co LLI Z J 2 U www tetratech corn L1— Z 00 U_ I` Z L LL.1H Z CC 0 OO 'm U 0 n 0 0 30% DESIGN PLANS w 0 SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 80 5 ROADWAY IMPROVEMENTS C r Z O N zQ O= O 0 O Z H co W Project No 133-01756-17001 Desgned By RCM Drawn By LAW Checked By MBS C-117 4445041 Pages 32 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes,,IClerk and Recorder, Weld County, CO EVA x` 711 Malta Mil III Imgmaasosmaxeiml Bar Measures 1 Inch I - m I— a aa 10/8/2018 5 26 02 PM - P101756 \ 1331756-17001\CAD\SHEETFILES\HIGHWAY DESIGN \C 117 EXISTING CONDITIONS STATE HIGHWAY 257 DWG WEATHERL LAURA E D C B A / / / N / WEST 1/4 CORNER SEC 16 T7N R67W FOUND 3 1/4 DIAMETER ALUMINUM CAP LS#13155 IN RANGE BOX // O t LU (/) LU - 15 CMP / INV 510312 ) 15 CMP ' 1 .INV 510067 HWY 257 STA 344+30 7 ATWCR805= �- STA 16+10 72 '(- OFF 0 00 I O -)---EXST '�__. -OVERHEAD "/-.r.,�- 1'- _ I ELECTRIC J`N 2 18 RCP INV 510269 _ 16 RCP INV 510284 O / �1 100 ELECTRIC EASEMENT\h III )-111 III III /,I II / II SECTION LINE ( III ' 1 I�) t, ) I(I II )II It' 12 CMP INV 510333 12 CMP EXISTING PAVEMENT / INV 51036 jam — _^ / AREA ' W — -- _ SECTION 17 T7N R67W CACTUS HILL RANCH CO / —``SECTION LINE EXST GROUND MARKER CAUTION WATER PIPELINE NORTH WELD COUNTY WATER NORTH WELD COUNTY WATER DISTRICT DISTRICT WATERLINE (TYP) / / / /-- / DELINEATOR (TYP) W-- / / / / EXST CONCRETE IRRIGATION DITCH EXISTING EOA (TYP) W= EXST SIGN STOP SIGN/80 5 NORTH WELD COUNTY WATER DISTRICT WATERLINE (TYP) 60 ROW BK 247 PG 141 (112882) /' / SECTION 16 T7N R 67W CACTUS HILL RANCH CO / // / / / G t I - W Z J 2 OE_ 2 0 25 50 SCALE 1 = 50 • Z O 0 O � Z H f(OH��1 vJ • Z tYO O m 30% DESIGN PLANS a SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR BO 5 ROADWAY IMPROVEMENTS EXISTING CONDITIONS STATE HIGHWAY 257 Project No 133-01756-17001 Designed By Dawn By Checked By RCM LAW MBS C-118 4445041 Pages 33 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO III PdfliAP.I'llIalirtilVIVAILINPIWAXilliii II kcsemsissetazoneiari Bar Measures 1 inch Copyright. Tetra Tech 10/8/2018 5 26 03 PM - P \01756\133 1756 17001\CAD\SHEETFILES\HIGHWAY DESIGN 1C 117 EXISTING CONDITIONS STATE HIGHWAY 257 DWG WEATHERL LAURA C I' O O t / CR 80 6 INTERSECTION �i ROAD TRAFFIC SIGN / SECTION 17 T 7N R 67W �. '- CACTUS HILL RANCH CO EXST CONCRETE DITCH_ IRRIGATION DIVERSION EXST WATERLINE SIGN _ - STRUCTURE - W v e - G SECTION LINE OE / OE= I - EXISTING 18 CONC I IRRIGATION PIPE 1 0\ I \ I EXISTING 18 CONC IRRIGATION DITCH ( EXISTING IRRIGATION DIVERSION STRUCTURE EXISTING PAVEMENT AREA (TYP) ---- �� DELINEATOR (TYP) - SPEED LIMIT SIGN -- EXST STORM CULVERT ' EXST CONC _ IRRIGATION CULVERT W -" _ / /. /l EXST CONCRETE DITCH / O J-__ --_.^ --- } EXISTING EOA (TYP) --'-� ^-- --- r — Q I — In Z J 2 O Q 2 -OE _ — _ EXST TRAFFIC MONITOR SIGN SECTION 16 T 7N R 67W \ CACTUS HILL RANCH CO NORTH WELD COON WATER / —�^=—J DISTRICT WATERLINE (TYP) 0 25 50 I=Da77412 SCALE 1 =50 5 I- www tetratech corn CL Z 00 -- u- 1i I— Z o 11 rn < Z 0O m 30% DESIGN PLANS r a SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 80 5 ROADWAY IMPROVEMENTS co r Z O N 1— >- Q z O= O 0 O Z W CT) Project No 133-01756-17001 Desgned By RCM Drawn By LAW Checked By MBS C-119 4445041 Pages 34 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly �IKop�pesss,,�y'Clerk and Recorder, I�IIIWeldd County, C09 I ��ylgp " III III�dIAI°I IIh3 �I�h7 i�I iYhtti Ii 191®�I��°IIf�I E4II I'iI Lill III Fnce=a=tural Bar Measures 1 Inch Copyright Tetra Tech 10/8/2018 5 26 04 PM P 1017561133-01756 17001\CAD 1SHEETFILES\HIGHWAY DESIGN \C 117 EXISTING CONDITIONS STATE HIGHWAY 257 DWG WEATHERL LAURA E D C B A / 0 -• - _- - _ + --- ----_- __ CV POTHOLED WATER LINE FIN GR = 5122 8 TOP OF PIPE = 5117 4 SECTION 17 T 7N R 67W CACTUS HILL RANCH CO EXISTING CONC IRRIGATION DITCH SECTION LINE SECTION 16 T 7N R 67W CACTUS HILL RANCH CO \ \ NORTH WELD COUNTY WATER \ \\ \\ '\ \ DISTRICT WATERLINE (TYP) N \ \t 1 / /) / / / / DELINEATOR (TYP) r 7. EXISTING PAVEMENT AREA (TYP) EXISTING EOA (TYP) 7 U i / / } VALLEY VIEW ACRES / 0 25' 50 SCALE 1 =50 LL Z O 0 U I— 0 Z �L F- 'r'^^ D vJ • Z fYO 0 m 2 z 0 Ce U 0 30.6 DESIGN PLANS 0 SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 80 5 ROADWAY IMPROVEMENTS (n r Z O N I= >- < z O= U O Ur = Z w I— W Project No 133-0175&17001 Desgned By RCM Drawn By LAW Checked By MBS C-120 4445041 Pages 35 of 107 11/08/2018 11 43 At1 R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County CO 'DREAM I II r a IT 1L11K1ZP' fiTli alliv L ®I III Bar Measures 1 inch Copynghl Tetra Tech 10/8/2018 5 26 40 PM - P \01756\133-01756-17001\CAD\SHEETFILES\HIGHWAY DESIGN \C 121 EXISTING CONDIITONS 80 5 DWG - WEATHERL LAURA 1 2 3 4 5 6 F STATE HIGHWA • 8l ` � I I— I II1' I bllll'I E OE I'1 III' 4-'III/1 I; / \ II; EXST 18 RCP — — ------ / `Ilhi/ INV EL=510269 1 i�jiIIII 10/'+II�� / ✓WEST OUND31/4'OAMETERALUMNR SEC 16 UMW _4 ,I:I, ,II; �1 �III, CAP LS#131551N RANGE BOX --� / 'i+d'ol' ) — '-' — -= i� // (, j)UI�{I I:n 17,f SECTION 16 T 7N R 67W CACTUS HILL RANCH CO HWY257 STA 344+30 7 - — — — -- ` ATWCR 805= N STA.16+10 72 N ._ — 1 OFF000 ---- - -- POTHOLED WATER LINE II \ EXST 12 RCP FIN GR = 5106 9 INV EL = 5104 15 TOP OF PIPE =51031 II `\ EXST 12 CMP -- ,. II INV EL=5 708 -- JriE - - -OE OE L- !_ --1 _ _ V lr r -:7-N-- 41+00 4290- - d_ -I- 15 CMP INV EL= 510560 WCR 80 5 'L EXST 12 RCP` INVEL=510233` y) �.- .__--.-c=�_:=._rte-.. -lip ------- ,EXST 18 RCP - - -' " -' .- - - _ INVEL^510284` SECTION 16 T7N R 67W CACTUS HILL RANCH CO OE OE- OE ro --- -- • L _ Q 6+00 w L. W J OE L _EXST-18 CMP- '-/' I INV EL=510468 ///1 --� EXST OVERHEAD -POWRIT ENESOVVER_`- -----` SECTION 16 T7N R67W -` -- CACTUS HILL RANCH CO • 60 ROW BK 247 PG 141 (112882) 44+100 OE ------------- _45+00 EXST OVERHEAD ELECTRIC -'--1-+ --4— -- - - - ---- --I ti 47+00 48+00 OE 60 ROW BK 247 PG 141 (112882) N N 110E _ 2 O I- OE ---- -- OE OE -I ^_ ---1 46+00 15 - -100 FVREA - SECTION LINE _.. UTILITY LINE EASEMENT 50 REC #1744276 OE OE POTHOLED WATER LINE FIN GR = 5104 8 TOP OF PIPE = 5101 3 - 49+00 WCR 805 -_1 50+00 51+00 51+75- - .- _ - - - OE OE ----------- OE__ - ___ OE 100 PVREA UTILITY LINE EASEMENT --REC.#1744276--50.--- SECTION 16 T 7N R 67W CACTUS HILL RANCH CO O ...-r�-.- E 25 50 SCALE 1 = 50 www tetratech corn 0 O 0 U_ 0 z� 1-1- OO CC • 0 J m rc z O U 30% DESIGN PLANS a OE OE OE i� SECTION LINE------ __--__--- EXSVOVERHEAD----_-- POWER LINE TOWER SIMON CONTRACTOR'S INC a a f 3 a a C a Project No 133-01756 17001 Designed By RCM Drawn By LAW Checked By- MBS C-121 lemeasmommi Bar Measures 1 inch 4445041 Pages 36 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes Clerk and Recorder, Weld County, CO Copynght Tetra Tech ID MUM Wrinqr Pat1tII NADIA ®I II 10/8/2018 5 27 13 PM - P \01756\133 1756 17001\CAD\SHEETFILES\HIGHWAY DESIGN\C-122 DEMOLITION PLAN STATE HIGHWAY 257 DWG - WEATHERL LAURA E D C B A G C. BEGIN SAW CUT LINE STA 10+54 84 NOTE 1 REMOVAL OF ASPHALT MAT (PLANING) TO OCCUR ON EXISTING PAVEMENT ON STATE HIGHWAY 257 PLANING DEPTH WILL BE 2 INCHES AND WILL FOLLOW THE EXISTING PAVEMENT CROSS SLOPE 2 REMOVAL OF ASPHALT TO OCCUR ON EXISTING PAVEMENT ON STATE HIGHWAY 257 REMOVAL DEPTH WILL BE FULL ROAD SECTION 3 SAWCUT THE EXISTING PAVEMENT 2 FOOT OUTWARD FROM THE EXISTING 4 WHITE EDGE LINE ON THE EAST SIDE OF STATE HIGHWAY 257 REMOVE THE 4 0 7 0 FOOT WIDE (t) PAVEMENT SECTION cF 4- UO I i /i' / , 7/ � " W l/ SAWING ASPHALT MATERIAL (TYP) (SEE NOTE 3) W SECTION 17 T 7N R 67W CACTUS HILL RANCH CO W SEE NOTE 1 -w- -G NORTH WELD COUNTY WATER DISTRICT WATERLINE TO BE ABANDONED IN PLACE (NWCWD SEPARATE CONTRACT) W- W 70 ROW STATE HIGHWAY 257 11+00 12+00 -t _ 00' ROW _STA11+3480 --- OFF 24 98 RT END DEMO GUARDRAIL STA10+99 09 STA10+33 82 OFF 26 67 RT OFF 20 39 RT REMOVE AND RESET START DEMO GUARDRAIL GROUND SIGN SECTION 16 T 7N R 67W / I CACTUS HILL RANCH CO // 13+00 _ + _ -�,--SECTION LINE SEE NOTE 2 "'_-� /_/ __ STAB+0401 �_ OFF 23 40 RT _____/7-_____ -_ STA12+58 90 REMOVAL AND RESET OF GROUND SIGN I OFF 4311 RT (MILE POST 18) STA14+5449 REMOVAL OF POWER POLE OFF 4378 RT 14+00 1- C 15+00 I - (PVREA SEPARATE CONTRACT) REMOVAL OF POWER POLE (PVREA SEPARATE CONTRACT) 0 25 50 I SCALE 1 =50 O O to 2 www tetratech corn IY Z 00 u -ii I- O 0 Z !Y r~r^^ Z 000 S 30% DESIGN PLANS +w- 0 SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 80 5 ROADWAY IMPROVEMENTS Project No 133-01750 17001 Des,9ned By- RCM Drawn By LAW Checked Br MBS C-122 Sheet Bar Measures 1 inch 4445041 Pages 37 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO Copynght Tetra Tech ®III iiiiiVAT II:141IiAPHIRI Vali a llbili I ®I III 10/8/2018 5 27 14 PM P \01756\133 1756-17001\CAD\SHEETFILES\HIGHWAY DESIGN \C 122 DEMOLITION PLAN STATE HIGHWAY 257 DWG - WEATHERL LAURA E D C B A STA 15+85 12 OFF 33 75 RT BEGIN REMOVAL OF PIPE -W- O3 L1) MATCHLINE STA STA 40+87 90 OFF 36 19 RT BEGIN REMOVAL OF PIPE STA 41+11 35 OFF 30 38 RT END REMOVAL OF PIPE SECTION LINE NOTE O m m 1 REMOVAL OF ASPHALT MAT (PLANING) TO OCCUR ON EXISTING PAVEMENT ON STATE HIGHWAY 257 PLANING DEPTH WILL BE 2 INCHES AND WILL FOLLOW THE EXISTING PAVEMENT CROSS SLOPE 2 REMOVAL OF ASPHALT TO OCCUR ON EXISTING PAVEMENT ON STATE HIGHWAY 257 REMOVAL DEPTH WILL BE FULL ROAD SECTION 3 SAWCUT THE EXISTING PAVEMENT 2 FOOT OUTWARD FROM THE EXISTING 4 WHITE EDGE LINE ON THE EAST SIDE OF STATE HIGHWAY 257 REMOVE THE 4 0 7 0 FOOT WIDE (t) PAVEMENT SECTION G STA 16+39 12 OFF 32 78 RT END REMOVAL OF PIPE W W STA 16+48 97 OFF 44 12 RT REMOVAL OF POWER POLE (PVREA SEPARATE CONTRACT) STA 40+75 23 OFF 24 35 LT REMOVE AND RESET GROUND SIGN (NWCWD SEPARATE CONTRACT) STA 40+83 79 OFF 22 12 LT REMOVE AND RESET R1 1 STOP SIGN NORTH WELD COUNTY WATER DISTRICT WATERLINE TO BE ABANDONED IN PLACE (NWCWD SEPARATE CONTRACT) SECTION 17 T7N R 67W CACTUS HILL RANCH CO SAWING ASPHALT MATERIAL SEE NOTE 1 (TYP) (SEE NOTE 3) W W SECTION LINE STA 18+28 86 OFF 23 60 RT REMOVAL OF DELINEATOR NORTH WELD COUNTY WATER DISTRICT WATERLINE TO BE ABANDONED IN PLACE (NWCWD SEPARATE CONTRACT) SECTION 16 T 7N R 67W CACTUS HILL RANCH CO W W SEE NOTE 2 - OE OE STA 19+25 50 OFF 43 35 RT REMOVAL OF POWER POLE (PVREA SEPARATE CONTRACT) MD-0Ra. (0( 25 ��50 I - SCALE 1 = 50 O + MATCHLINE STA 2 E U r LL z O 0 u- jr 1- 0 Z F-1- O • O m U 30% DESIGN PLANS 0 In SIMON CONTRACTOR'S INC STATE HIGHWAY 257 8 WCR 80 5 ROADWAY IMPROVEMENTS DEMOLITION PLAN STATE HIGHWAY 257 Project No 13301756-17001 Designed By RCM Brawn By LAW Checked By- MBS C-123 Sheet Bar Measures 1 inch 4445041 Pages 38 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO IIII ��",t,� ��a 9'�a,ll�' ��'�I q��'ll��I !I I��h �IIII CopynghL Tetra Tech 10/8/2018 5 27 15 PM - P101756\133-01756 17001\CAD\SHEETFILES\HIGHWAY DESIGN\C-122 DEMOLITION PLAN STATE HIGHWAY 257 DWG WEATHERL, LAURA E D C B A 1 2 3 4 5 6 MATCHLINE STA 21+00 W SECTION 17 T 7N R 67W CACTUS HILL RANCH CO W _ W- W 4 C SEE NOTE 1 G W __ W- W 21+00 - - I - 22+00 80 ROW 23100 STATE HIGHWAY 257 24100 OE OE II II NOTE STA22+03 85 OFF 43 39 RT REMOVAL OF POWER POLE (PVREA SEPARATE CONTRACT) 1 REMOVAL OF ASPHALT MAT (PLANING) TO OCCUR ON EXISTING PAVEMENT ON STATE HIGHWAY 257 PLANING DEPTH WILL BE 2 INCHES AND WILL FOLLOW THE EXISTING PAVEMENT CROSS SLOPE 2 REMOVAL OF ASPHALT TO OCCUR ON EXISTING PAVEMENT ON STATE HIGHWAY 257 REMOVAL DEPTH WILL BE FULL ROAD SECTION 3 SAWCUT THE EXISTING PAVEMENT 2 FOOT OUTWARD FROM THE EXISTING 4 WHITE EDGE LINE ON THE EAST SIDE OF STATE HIGHWAY 257 REMOVE THE 4 0 7 0 FOOT WIDE (t) PAVEMENT SECTION YYYYYYYYY STA22+51 86 OFF 38 40 RT REMOVE STRUCTURE CAP 8, PLUG PIPE STA23+50 37 OFF 23 00 RT REMOVAL OF DELINEATOR SECTION 16, T 7N, R 67W CACTUS HILL RANCH CO 25+00 26+00 - I 27+00 vY YYYYYyyNlYYY-IlYYYYYyYYY( SEE NOTE 2 OE N A STA 23+82 97 OFF 33 79 RT REMOVE AND RESET R2 1 GROUND SIGN (SPEED LIMIT 45 MPH) SAWING ASPHALT MATERIAL (TYP) (SEE NOTE 3) NORTH WELD COUNTY WATER DISTRICT WATERLINE TO BE ABANDONED IN PLACE (NWCWD SEPARATE CONTRACT) 025 50 � SCALE 1 =50 MATCHLINE STA 27+00 D LL Z 00 0 Z I -Z r�r^ vJ �O o m C 0 C U 30 b DESIGN PLANS O SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 80 5 ROADWAY IMPROVEMENTS DEMOLITION PLAN STATE HIGHWAY 257 Project No 133-01750-17001 Desyned By RCM Drawn By LAW Checked By MBS C-124 Sheet 11/08/2018 041 Pages 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO FAVIAKIIFIANSTAMIN 45:41Tviti El III Bar Measures 1 inch E MATCHLINE STA 27+00 2 SECTION 17 T 7N R 67W CACTUS HILL RANCH CO w- SEE NOTE 1 3 W W 4 W 5 6 27+00 _.e 28+00 29+00 30+00 STATE HIGHWAY 257 80 ROW nYYYYY'sevyyYYv-Nocylev ix sV W W NOTE YYYYYY'sin(YYYYYYYYY'DIYYY STA 27+47 25 OFF 42 37 RT REMOVAL OF POWER POLE (PVREA SEPARATE CONTRACT) SECTION 16 T7N R67W CACTUS HILL RANCH CO 1 REMOVAL OF ASPHALT MAT (PLANING) TO OCCUR ON EXISTING PAVEMENT ON STATE HIGHWAY 257 PLANING DEPTH WILL BE 2 INCHES AND WILL FOLLOW THE EXISTING PAVEMENT CROSS SLOPE 2 REMOVAL OF ASPHALT TO OCCUR ON EXISTING PAVEMENT ON STATE HIGHWAY 257 REMOVAL DEPTH WILL BE FULL ROAD SECTION 3 SAWCUT THE EXISTING PAVEMENT 2 FOOT OUTWARD FROM THE EXISTING 4 WHRE EDGE LINE ON THE EAST SIDE OF STATE HIGHWAY 257 REMOVE THE 4 0 7 0 FOOT WIDE (t) PAVEMENT SECTION STA28+73 61 OFF 23 44 RT REMOVE OF DELINEATOR SEE NOTE 2 NORTH WELD COUNTY WATER DISTRICT WATERLINE TO BE ABANDONED IN PLACE (NWCWD SEPARATE CONTRACT) 31+00 31+52 END SAW CUT LINE STA 30+7920 W VALLEY VIEW ACRES -W- w- - 0 25 50 SCALE 1 =50 LL Z O 0 L I— U 0 Z L� u. vJ Q CC OO m U z O cc N 0 c w 0 a v SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 50 5 ROADWAY IMPROVEMENTS F- Z U) < CV d Q O 2 )— J I- o Reelect No 133-01756-17001 Designed By RCM Drawn By LAW Checked By MBS C-125 Sheet I 4445041 Pages 40 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County CO Bar Measures 1 inch Copyright. Tetra Tech 10/8/2018 5 27 49 PM P \01756\133-01756 17001\CAD 1SHEETFILES\HIGHWAY DESIGN \C-126 DEMOLITION PLAN WCR 80 5 DWG - WEATHERL LAURA E D C B A o 41+00 SECTION 16 T 7N R 67W STA.41+23 72 OFF 34 27 LT REMOVAL OF POWER POLE (PVREA SEPARATE CONTRACT) OE STA 40+99 80 OFF 3401 RT REMOVAL OF PIPE 60 ROW BK 247 PG 141 OE W STA 42+92 52 OFF 1 54 RT REMOVAL OF PIPE -WSR 80-5 CACTUS HILL RANCH CO NORTH WELD COUNTY WATER DISTRICT WATERLINE TO BE ABANDONED IN PLACE (NWCWD SEPARATE CONTRACT) STA 43+48 62 OFF 36 22 LT REMOVAL OF POWER POLE (PVREA SEPARATE CONTRACT) OE OE SECTION 16 T7N R67W CACTUS HILL RANCH CO OE STA 45+73 48 OFF 36 39 LT REMOVAL OF POWER POLE (PVREA SEPARATE CONTRACT) OE 100 PVREA UTILITY LINES EASEMENT WEST 1/4 CORNER SEC 16 T7N R67W FOUND 31/4 DIAMETER ALUMINUM .1IIIL CAP L S #13155 IN RANGE BOX LLI 46+00 Z U OE 1 0 25 50 T SCALE 1 =50 H www tetratech corn CL Z O 0 U_O O : Z H (n • Z CC QO m DESCRIPTION Ct a 0 SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 80 5 ROADWAY IMPROVEMENTS DEMOLITION PLAN Project No 133-01756 17001 Designed By RCM Drawn By LAW Checked By MBS C-126 4445041 Pages 41 of 107 11/08/2018 11 43 PM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO lowsl Bar Measures 1 inch Copyright Tetra Tech ®III P� �IVe ritlf� 'Y9''L.i;; Y normIt,*r lI laria II r 7- E D B A 1 2 3 4 5 6 r -- )- 146; 00 OE NORTH WELD COUNTY WATER DISTRICT WATERLINE TO BE ABANDONED IN PLACE (NWCWO SEPARATE CONTRACT) STA 47+98 51 OFF 37 27 LT REMOVAL OF POWER POLE (PVREA SEPARATE CONTRACT) 47+00 OE 48+00 OE OE SECTION 16 T 7N R 67W CACTUS HILL RANCH CO STA 48+56 90 OFF 21 52 LT1 REMOVE AND RESET GROUND SIGN (STOP SIGN AHEAD) OE STA 50+23 45 OFF 38 45 LT REMOVAL OF POWER POLE (PVREA SEPARATE CONTRACT) 50+00 OE 60 ROW BK 247 PG 141 OE 49+00 nn 'OE r OE OE SECTION 16 T 7N R 67W CACTUS HILL RANCH CO WCR 805 OE 100 PVREA UTILITY LINES EASEMENT OE OE L 25 50 SCALE 1 =50 E 0 X IH 00 LL O� Z 1— 1- Z CC 0 m z O U U 20% DESIGN PLANS S 0 SIMON CONTRACTOR'S INC STATE HIGHWAY 257 8 WCR 80 5 ROADWAY IMPROVEMENTS DEMOLITION PLAN Project No 133-01755 17001 Designed By RCM Drawn By LAW Checked By MBE C-127 4445041 Pages 42 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes Clerk and Recorder Weld County, CO nil FAIR iiiktriPiErglaiiMEINFICiiyi. El II Issaimmasmsad Bar Measures 1 inch Copynght Tetra Tech 10/8/2018 5 28 10 PM - P \01756\133-01756 17001\CAD\SHEETFILES\HIGHWAY DESIGN\C 128 OVERALL ROAD LAYOUT SITE PLAN STATE HIGHWAY 257 WCR 80 5 DWG - WEATHERL LAURA D 2 3 I - 4 5 I 6 U SECTION 17 T 7N R.67W CACTUS HILL RANCH CO SECTION 17 T 7N R 67W CACTUS HILL RANCH CO 540 NORTHBOUND REDIRECT TAPER (45 1) 10+00- 900 TOTAL LEFT TURN DECELERATION LANE LENGTH 600 LEFT TURN DECELERATION LANE 300 TAPER LENGTH (25 1) PROPOSED 30 900 TOTAL TURN DECELERATION LANE LENGTH 37 ROW / 1 W- W- W v 7,M13°."7-7=„,\•7=13+,` 0000 �,. `;.14#)0 \�\l5+00 g r� �'�, „ T&00 „ 19+00�� 20+00.�\C'^\-� 1+00„"'^c, —C'_„2 �"'_ ,, C, . �� C W �--I--=�1t� - I' lI �: ,mac �i ,,,, . E3+o0 24+,00 25+00 --q" '. ': \, \, �k,`, ,STATE HIGH �1/AY257- -'-^ -r ___ // I - - - ZS - - �� I4 1/ 62 � - - � - STA 22+23 27 - - r I OFF 36 00 RT 59 O DECELERATIONN RIGHT TURN ti 1 [ 1 1091 ACCELERATION LANE LENGTH LANE 162 TAPER ENGT800 H (13 51) 1 I I 4 PROPOSED 30 SECTION 16 T 7N R 67W CACTUS HILL RANCH CO ENTRANCE DRIVEWAY 1 ENTRANCE DRIVEWAY 2 m r c 1 0) z I' L 1 259 ACCELERATION LANE LENGTH 1.41 171 REDIRECT TAPER PROPOSED 30 ROW SECTION 16 T 7N R 67W CACTUS HILL RANCH CO STA 31+30 58 END HMA OVERLAY TRANSITION FROM 2 INCH TO 1 INCH HMA OVERLAY END NB REDIRECT TAPER STA 30+79 21 - OFF 12 00 RT END NB REDIRECT TAPER 39 W 28+00 , 29+00(,7C"+i30+00�� 55 845 REDIRECT TAPER •31+00 8 31+' STA.30+70 53 OFF 19 84 RT TIE TO EXST EOA 300 TAPER LENGTH 0 75 150 SCALE 1 = 150 E LL. Z 00 LL 1.7 �O 0 Z H0) CC Q0 y U SIMON CONTRACTOR'S w U) O > O • O a } Z� • p } _J CO E > LLJ = H 7 Q Q w 0) N Project No 133-01756 17001 Dapped By. RCM Drawn By LAW Checked By MB C-128 4445041 Pages 43 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder Weld County, CO fh iii FAIL �f�PB�®I�a°i ,� ` ili flitighti iclul i1 Bar Measures 1 Inch I — U 10/8/2018 5 28 32 PM P \017561133 1756 170011CAD 1SHEETFILES\HIGHWAY DESIGN\C-123 ROAD LAYOUT PLAN STATE HIGHWAY 257 DWG - WEATHERL LAURA E D C B A STA 10+04 84 OFF 18 96LT TIE TO EXST EOA STA 10+04 84 OFF 0 00 BEGIN HMA OVERLAY TRANSITION FROM 1 INCH TO 2 INCH HMA OVERLAY SECTION LINE STA 10+04 84 OFF 18 31 RT TIE TO EXST EOA STA.10+54 67 OFF 12 00 RT BEGIN NB DECEL LANE STA 10+54 84 OFF 0 00 END HMA OVERLAY TRANSITION FROM 1 INCH BEGIN 2 INCH HMA OVERLAY BEGIN NB REDIRECT TAPER 45 1 BEGIN MEDIAN W W \ ` \ • • \ \ \\ \\` \ \ \ \\\\\\\\\\\\\\ \\\ \ \::\.,;.4,0, \ , E ST TE HIGHWAY 257\\ ` \\ \ \\\ \ \2 \\\ \\\ \1z\+oo \�\\ P \ \ \ \ 3too \ \\ \\ •\,N. °\\ \\\\ \\; s+oo c j 1` \\:\ \ \ \ \ \ _ 5. \ \ i i \ '� \ } _ i ♦ MEDIA L� —' J \ \ i2"-" E \ \\\ \ \ \\\\\�\\ \ \\ \ \� w A AVIV\V�A \��\v��\ SECTION 17 T 7N R 67W CACTUS HILL RANCH CO EXST EOA (TYP ) W- - W- W 110 ROW - - EXISTING ROW - -- G W G -O / EOG (TYP ) EXISTING ROW /I 162 TAPER LENGTH (13 5 1) STA 12+16 09 OFF 34 78 RT EOA 600 NORTHBOUND RIGHT TURN DECELERATION LANE SECTION 16 T7N R67W CACTUS HILL RANCH CO STA12+16 78 EOA (TYP ) OFF 2777 RT END NB RIGHT TURN DECEL LANE TAPER BEGIN NB RIGHT TURN DECEL LANE 12 NB RIGHT TURN DECEL LANE EDGE OF TRAVELWAY (TYP) STA14+71 13 - - OFF 4046RT� PC EOA 255 0 25 50 SCALE 1 = 50 Z J 2 O cQ www tetratech corn LL Z O 0 LL F_ O D LL.LZ • Z 110 OO m 0 N a 304 DESIGN PLANS a0 SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR BO 5 ROADWAY IMPROVEMENTS Project No 133-O756-17001 Desig ed By RCM Drawn By LAW Checked By LABS C-129 4445041 Pages 44 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO imcneemsimmusmi Bar Measures 1 inch Copynght. Tetra Tech III IMM I' liKilliiid MLr UF,NIMAV tIIL ®III 10/8/2018 5 28 33 PM P \01756\133-01756 17001\CAD1SHEETFILES\HIGHWAY DESIGN\C-123 ROAD LAYOUT PLAN STATE HIGHWAY 257 DWG WEATH E D C B A oI\\\\\\ � \\\\\\ ED N' III "- wR65 Z" STA15+93 21 OFF 153 86 RT PT EOA - WEST 1/4 CORNER SEC 16 TIN R67W FOUND 3 1/4 DIAMETER ALUMINUM CAP L S #13155 IN RANGE BOX -STA15*95 13 OFF 12 00 RT END REDIRECT TAPER SECTION 17 T 7N R 67W CACTUS HILL RANCH CO 900 TOTAL LEFT TURN DECELERATION LANE LENGTH 600 LEFT TURN DECELERATION LANE STA 16+22 84 OFF 12 00 RT BEGIN SB LEFT TURN EXST EOA (NP ) DECEL LANE W W W 110 ROW W- W W W G 0 -- MO. MEM C G \ \\ \ \ \ \ \ \ I\ N \\ \\\ \\\\ \\\\ \\ \ \\ \\ \ \ \ \ \ \ \ \\ \\\\\\�\\ ` \ \\\\\\\\\\\\\\\\170 \ \\O•2,, \ \ \ \ \\ \` S\ E HIG\ \ \\ \ \ \\\\\\\\\\\ \ \\\\\\\\ \\\ \ \ W �\ \ \.\\- \ ` S\ LANE\ \18+,00 \ 19'00 2Q00 2A00 \\\��\\`\\\\\\\\\\S\ 12 SB LEFf TURN LANE\ \\\ \\\\\\\\� \\\ \\\\\`\\ \\\\ \\\ 1T NB LANG T \ \ • � ^,..vim -t .� - s�- ',>-�-s +s'�s _ <le,-,� .' _ `_ +w-, ' __r._�'�.�,'f'- 2 NB*CC@CCRJ� J f EDG�`OrTR�AVELWAY-(TYP1 -�,�-- a x x a - �r ~ r, a < x w rr � _� T� k*u �a r ,� �' F '`7dr- r t S i' n, nr'�. ry7✓ 2 ice., .a ti {; xrY�" ��,,� �yFyp�N,r t�,.�r��t :Sr4y�tci�S', d'+ t. 1� �r `e iyr'yk�Cc. o-''�6':�"'�` f�° � STA.16*35 26 OFF 129 41 RT PC EOA R85 w, - STA17+21 13 OFF 44 00 RT PC BOA 1091 ACCELERATION LANE LENGTH SECTION 16 T 7N R 67W CACTUS HILL RANCH CO 0 25 50 SCALE 1 =50 Z 00 LL 1— O � Z O 0 m U a z 0 O m 0 304 DESIGN PLANS 0 SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 50 5 ROADWAY IMPROVEMENTS Zrt3~ J N Q D gCO o w Q c� Project No 133-0175517001 Designed By Drawn By RCM LAW Checked By MRS C-130 `J Bar Measures 1 inch 4445041 Pages 45 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO !III FAILAININTTINEhlikiNlik1VIEoEill III CopynghL Tetra Tech 10/8/2018 5 28 34 PM P \01756\133 1756-17001\CAD\SHEETFILES\HIGHWAY DESIGN \C 123 ROAD LAYOUT PLAN STATE HIGHWAY 257 DWG - WEATHERL LAURA E D C B A MATCHLINE STA 900 TOTAL LEFT TURN DECELERATION LANE LENGTH 300 TAPER LENGTH (25 1) EXST EOA (TYP) Ei _ \ \ \ \\\�,\`\\ \\\ \ \\\ \\\\ \ \\ \\\ \\\ \\\\\\.\\ W- STA 22+22 97 OFF 12 SORT BEGIN NB LANE SECTION 17 T 7N R 67W REDIRECT TAPER CACTUS HILL RANCH CO W W U C - 110 ROW \ 12 SBLANE\ \\ \\, \ 27~00\ � �� \ \ \ \,\\ 22+00 \ \ \\\\;.\\\\\\\\23:\00,2\\ STATE HIGHWAY 257 \42 SB LEFT TURN LANE \ \ \ \\ �\ \ \\\ \ \ \ \ �\ \ \ \ \ \ 12 NB E NBA �,, i { 12 NB ACCht LANE G STA25+22 94 OFF 0 00 END SB LEFT TURN DECEL LANE 95 ROW 1 o \ ` \ \ 12'SBLANE `\ \ \ \ \\-24,\0,\\\\\\ \ \ \ \\\\ 25�U0\\ \\\\\\‘',,,,,\\\\\‘`‘i6.."0,6, \,\ \� \�\� zB+oo. \\'‘12.: \. \ \ \\ \\27+00 \\ \ N �}v1,EDl .y c \-, 9 4 _ V 12 MB • LANE \\ , ▪ y y �, Ate. 1' 1 '....-"EDGE OF TRAVELWAY (TYP ) 1 .._� 12 NB ACCEL LANE I`--PROPOSED ROW STA22+23 23 OFF 44 00 RT EOA STA 22+23 03 OFF 24 00 RT STA 22+23 27. - - OFF 36 00 RT EOG (TYP ) PROPOSED ROW BOA (TYP) __1 SECTION 16 T7N R67W CACTUS HILL RANCH CO 0 25 50 SCALE 1 =50 N- CV W z J 2 h • Z O 0 u- 1- U 0 Z CC H F - LL • Z C'0 0 U m '62 z O a O N 0 30% DESIGN PLANS SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 80 5 ROADWAY IMPROVEMENTS PT WectNo 13&0175517001 Designed By. RCM Drawn By LAW Checked By MBS C-131 r 4445041 Pages 46 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly ®®�Koprgpees©� Clerk and IRec©©order, Weld 6County, 1ppy�CO III 11!I�1Q II 1� A II ® 1 7 Ai � �m��Ylt� IL 5:111111 kill 1 III Issocamei Bar Measures 1 inch Copyright Tetra Tech 10/8/2018 5 28 35 PM P \ 017561133-01756-17001 \CAD1SHEETFILES1HIGHWAY DESIGN \C 123 ROAD LAYOUT PLAN STATE HIGHWAY 257 DWG - WEATHERL LAURA SECTION 17 T 7N R 67W CACTUS HILL RANCH CO W- W W W STA 30+79 21 - OFF 0 00 BEGIN HMA OVERLAY TRANSITION FROM 2 INCH TO 1 INCH END MEDIAN 95 ROW STA 31+30 58 END HMA OVERLAY TRANSITION FROM 2 INCH TO 1 INCH HMA OVERLAY END NB REDIRECT TAPER O + m_ rc'N\\\ \ \ \ \ \\ \. \ \� \ \ \ \ \ \ \ �\ \. \ \ \ \ \ \ \ \ \ \ \�\ \ \ \ \ \ \27.,0X\-\\\--\\\\\ \\ \ \ 55� . app\ \ \ \\\`\\\\+0\\\\\\ \ \1'50 UWE\\\\ \30 \ \ \\ \ \ \ 9\ \ \ \ \ \ \ \ t11 \ \ . \ \ * EDGE OF\TRAVELWAY4TYF )N _t` 12 NB ACCEL LANE U \ \ Av \\STATEHIGHWAY 257Vw A A N 12 NB LAN 'V\ \ \\ r EOG (TYP) - STA 27+79 48 OFF 35 34 RT EOA 1026 REDIRECT TAPER EOA (TYP) STA 30+03 32 OFF 28 00 RT END NB ACCEL LANE BEGIN REDIRECT TAPER 31+00 W W 31+52 W STA 30+79 18 OFF 20 02 RT TIE TO EXST EOA W STA 30+79 21 OFF 12 00 RT END NB REDIRECT TAPER SECTION 16 T7N R67W CACTUS HILL RANCH CO VALLEY VIEW ACRES cm — watr, p.... 0 25 50 SCALE 1 =50 a U h www tetratech corn L1- Z O 0 L H O O n z� < z • 0 ❑ O m 0 w 304 DESIGN PLANS a SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 50 5 ROADWAY IMPROVEMENTS Z L° • N aQ O• = >-o J = O O co Project No 133-01756-171101 Desgned By RCM Drawn By LAW Checked By MBS C-132 4445041 Pages 47 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO 11III EWEN r giarEiN I1ittliNfl Plialrh i11111 Bar Measures 1 inch Copynght Tetra Tech � D J K w w co co 3 5 • C O 0 ok U _ 0 CT) ❑ >- 0 co W B Fw- W 2 r- r- 4 M FL. rk- In a rn m O 0 1 /I II i I II / //. 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OFF 25 00 LT EOA r f IIY�._ SECTION 16 T7N R67W CACTUS HILL RANCH CO .171 TAPFR I Fig{ 90 ROW STA44+84 47 OFF 13 00 LT EOA i00 - 43+0 • WCR465—, STA41+82 62 OFF 1965 RT EOA EX R ▪ TOWER DELINEATOR i STA 42+65 81 OFF 12 00 RT END EB REDIRECT TAPER STA 41+75 60 OFF 1921 RT BEGIN EB REDIRECT TAPER STA 41+48 15 OFF 12 02 RT -r~" EDGE OF TRAVELWAY s' WEST1/4 CORNER SEC 16 T7N R67W 3 FOUND 3 1/4 DIAMETER ALUMINUM CAP L S 513155 IN RANGE BOX i STA 42+65 85 STA 43+52 31 OFF1300RT OFF1300RT EOA PC EOA - SECTION LINE SECTION 16 T7N R67W CACTUS HILL RANCH CO OE 22:2- - rn 44F00r r y , ^ y o /7 45i 0r� W z STA 44+84 40 OFF 12 00 LT BEGIN WB REDIRECT TAPER --1 Ip STA.44+1231 OFF 72 78 RT PT EOA OE r ; 0 46x00 g Q o ® _I J I O STA.45+32 33 Q OFF EOA RT OE� 2 PT EOA STA 44+72 34 OFF 73 16 RT PC EOA • STA 44+12 43 OFF 106 63 RT TIE TO EXST GRAVEL O STA 44+72 43 OFF 106 28 RT TIE TO EXST GRAVEL + Q� II N Q m w "Z o m c wI I N m o' II �u U mm W > N � o U U w + F,Ia v1 0 'cc nww wmU I iBG3, —— — 2001* FINISH GRADE EXST GRADE 18 RC P STA /%' CROSSING) 41+91 43 EL 5102 47 4 ,7 �rV v rQ- m w ad 'LT; K EXST 4 ASBESTOS CEMENT NWCWD PIPE 40+00 41+00 42+00 43+00 ENTRANCE 1 PROFILE SCALE 1 =50 44+00 45+00 46+00 5115 5110 5105 5100 5095 E n 00 LLO ia Z F- CO vJ Q Z Q O m CO 0 25 50 SCALE 1 = 50 SIMON CONTRACTOR'S INC O a rn ROAD LAYOUT PLAN coco U Protect No 133-01756 17001 Desgned By RCM Drawn By LAW Checked By MBS C-133 Sheet Lizmn;sicemal Bar Measures 1 inch 444504 2018 11 43 ges 48 PM R 111/8OFee $0 00 Carly Voppes, Clerk and Recorder, Weld County, CO NI DV !ail' eltiit di ®I III t. Tetra Tech U 10/8/2018 5 29 24 PM P \01756\133-01756-17001\CAD1SHEETFILES\HIGHWAY DESIGN\C 133 ROAD LAYOUT PLAN WCR 80 5 DWG - WEATHERL LAURA E D C B A 45700 - W z SECTION 16 T 7N R 67W CACTUS HILL RANCH CO ti STA47+2775 OE OFF 13 00 RT PC EOA SECTION LINE STA 47+87 75 OFF 72 84 RT PT EOA 5120 5115 5110 5105 5100 SECTION 16 T 7N R 67W CACTUS HILL RANCH CO STA 47+87 83 OFF 104 42RT TIE TO EXST GRAVEL STA 48+47 75 OFF 73 16 RT PC EOA 70 ROW STA49+57 75 OFF 13 00 LT TIE TO EXST GRAVEL OE 50~00 STA49+07 75 OE OFF 13 00 RT PT EOA O EXST POWER TOWFR OE \L� STA 49+57 75 OFF 13 00 RT TIE TO EXST GRAVEL STA 48+47 83 OFF 104 16 RT TIE TO EXST GRAVEL FINIS -I GRADE ----------------------------------------- EXST GRADE 740% ------------------------------------------------- n + yr X2' m cii 0 0¢ :a Ti ¢ _ MATCH EXISTING WCR 80 5 GRADE STA 49+57 75 EL 5106 57 ± 46+00 47+00 48+00 PROFILE WCR 80 5 SCALE HORIZ 1 = 50 VERT 1 = 5 49+00 50+00 5120 5115 5110 5105 5100 0 25 50 SCALE 1 = 50 wwwtetratech corn O 0 u- 0� Z a H ry0 p O m U 0 S U c0 X W 0 a` SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 80 5 ROADWAY IMPROVEMENTS z J a I-- O Q J O cC uD co co CC Project No 133-01756 17001 Designed By Drawn By Checked By RCM LAW MBS C-134 Sheet 4445041 Pages 49 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO IIPI1MPLUIII:1®9,41V7L II s 1914VIIVIirm IA Ell onionanss Bar Measures 1 inch Copynght. Tetra Tech 10/8/2018 5 33 44 PM - P \01756\133-01756-17001\CAD\SHEETFILESWIGHWAY DESIGN\C-135 INTERSECTION PLAN STATE HIGHWAY 257 &WCR 80 5 DWG - WEATHERL LAURA E D C B A - MIM 14+00 SECTION 17 T 7N R 67W CACTUS HILL RANCH CO N. ♦ S \ \ STA 40+48 62 11.ig.4 K STA40+6061, tln Q3 1M t ; rr''r'' A FF �O13960RT,�,� E �s ,t io Kam.^-1j�.c STA40+67 60 OFF 14004RT* , SECTION 16 T7N R67W CACTUS HILL RANCH CO WEST 1/4 CORNER SEC 16 17N R67W FOUND 3 1/4'DIAMETER ALUMINUM -- CAP L S #13155 IN RANGE BOX 15+00 STA 15+52 05 OFF 49 50 RT STA41+48 21 OFF 12 00 RT TRANSITION FROM 2 GRAVEL SHOULDER TO 1 GRAVEL SHOULDER 100 PVREA UTILITY EASEMENT EXISTING ROW STATE HIGHWAY 257 ALIGNMENT 2 ®} {—i=STA 6+5ALIGNMENT — G S TAA7 16+10 72 I 'v' ��/ STA 40+28 94 OFF000 OFF000 /1 STATE HIGHWAY 257 STA 40+40 78 OFF 15 76 RT 16+00 4- G — G STA40+40 89 OFF 12 ITLT >gr STA.41+82 57 4-, OFF 1966 RT PT STA 40+52 97 OFF 32 08 LT STA40+72 97 - OFF 1200LT STA 16+35 26 OFF 129 41 RT PT STA.16+22 29 OFF 121 36 RT LANE L' NGTH =155 STA 16+21 70 I OFF 284 06 RT 1 END LANE 17+00 18+00 _ STA40+53 19 OFF 88 47 LT SECTION LINE STA 40+53 25 -s OFF 10889 LT STA40+6525 OFF 10927 LT "1 Ft,rre e `r PROPOSED EOA STA 40+73 26 OFF 1102TLT PROPOSED EOG PC SECTION 16 T7N R67W CACTUS HILL RANCH CO 0 15 30 I�fr✓ SCALE 1 =30 4-, E U LL Z 0 0 0= Z u Z D! O o m rc z O_ 0 m ❑ 30% DESIGN PLANS a C SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 80 5 ROADWAY IMPROVEMENTS In O 03 g(_) eL 0,5 z n • N 0 Q w W c9 — W co Project No 133-0175&17001 Desgned By RCM Drawn By LAW Checked By MBS C-135 4445041 Pages. 50 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO Bar Measures 1 inch Copyright Tetra Tech ®iII FarMic? d 'r1 10/8/2018 5 34 15 PM - P 101756\133 1756-17001\CAD\SHEETFILES\HIGHWAY DESIGN\C-136 ENTRANCE 1 8 ENTRANCE 2 PLAN AND PROFILE DWG - WEATHERL LAURA E D C B A I xf SECTION 16 T 7N 67W CACTUS HILL RANCH CO iYlr WCR 60 5 STA 44+4243 ENTRANCE 1 s` 0-0 A{ STA 20+0000 90 ROW EXISTING DRIVEWAY CULVERT 1I SEE SHEET C-144 _ 5120 5115 5110 - 5105 5100 Ibr 7c ��i3ah 1 I STA20+13 00 OFF 90 00 LT PT EOA R60 STA20+13 00 OFF 90 00 RT PC EOA STA20+73 00 OFF 30 00 LT PC EOA STA 21+06 45 OFF 30 00 LT TIE TO EXST GRAVEL 21+06 STA 21+06 45 OFF 30 00 RT TIE TO EXST GRAVEL STA 20+73 00 OFF 30 00 RT PT EOA SECTION LINE SECTION 16 T7N R67W CACTUS HILL RANCH CO ENTRANCE 1 PLAN SCALE 1=50 o II H EL= 511209 STA = 20+13 00 EL= 5111 70 3 00 I STA = 21+06 45 EL= 510656 ICI ,, IF SSO H GRADE EXST GRADE 19+50 20+00 ENTRANCE 1 PROFILE SCALE 1 =50 21+00 21+20 5120 5115 5110 5105 5100 STA 49+5775 OFF 1300 LT TIE TO EXST GRAVEL — 70 ROW WCR 80 5 STA 48+17 83 ENTRANCE 2 STA. 20+00 00 SECTION 16 T 7N R 67W CACTUS HILL RANCH CO 511s 5110 5105 5100 5095 II I I STA.20+13 00 OFF 90 00 LT PT EOA O STA 20+13 00 I OFF 90 00 RT I PC EOA I II —STA20+73 00 OFF 30 00 LT PC EOA i —STA20+73 00 OFF 30 00 RT PT EOA ENTRANCE 2 PLAN SCALE 1=50 II W I I I I 200e% FINISH GRADE a a m c+ II (T)W EXST GRADE 20+00 21+00 ENTRANCE 2 PROFILE SCALE 1 =50 21+20 STA21+04 29 OFF 30 00 LT TIE TO EXST GRAVEL CULVERTS (TO BE BUILT WITH ON -SITE CONSTRUCTION) ENTRANCE 2 CULVERT SEE SHEET C 145 STA 21+04 29 OFF 30 00 RT TIE TO EXST GRAVEL SECTION16 T7N R67W CACTUS HILL RANCH CO 5115 5110 5105 5100 5095 it Z 00 LL 0� Z Li LL v, c0 OO m U O U 0 30% DESIGN PLANS O Y K 0 25 50 SCALE 1 =50 SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 60 5 ROADWAY IMPROVEMENTS W p Project No 135-01756 17001 Designed By RCM Drawn By LAW Checked By MBS C-136 Sheet Bar Measures 1 inch 4445041 Pages 51 of 107 11/08/2018 p11 43 AM Rp Fee �J$0 0p0Carly Koppes, ��e`�g �I ` NFAIIII'ker�r i lIc'd'do'�f11i'llf1�'e�i�1'Yith81%144, Copyright Tetra Tech 10/8/2018 5 34 59 PM - P101756\133-01756 17001\CAD\SHEETFILES\HIGHWAY DESIGN\C-137 EXISTING DRIVEWAY PLAN & PROFILE DWG - WEATHERL LAURA E D C B A SECTION 16 T7N R67W CACTUS HILL RANCH CO 90 ROW zo„., 5120 5115 5110 5105 5100 EXISTING DRIVEWAY PLAN 0 SECTION LINE WCR 805 STA 43+25 20 EXST DRIVEWAY STA 20+0000 SECTION 16 T 7N R 67W CACTUS HILL RANCH CO SCALE 1 =50 I 1 I STA = 20+63 88 EL= 511013 8 II Q r~n 238 o w 0 00` 4, EXST GRADE FINISH GRADE a W 21 144% // 1„ —/ I 21+00 20+00 EXISTING DRIVEWAY PROFILE SCALE 1 =50 5120 5115 5110 5105 5100 19+50 I I— wwwtetratech corn 00 u_F_ 0 0= Z CL Q Z CeO p0 U K 0 CK U y a ,77 C 0 25 50 SCALE 1 = 50 SIMON CONTRACTOR'S INC STATE HIGHWAY 257 8 WCR 80 5 ROADWAY IMPROVEMENTS Project No 133-01756 17001 Designed By RCM Drawn By LAW Checked By MBS C-137 Sheet 4445041 Pages 52 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly � Koppp7IeIs,1IIClerk and Recorder, Weld County, CO 411II¢PH IMIiPYd91'AIN EMAINI"7111kI I II I Imammeeeemcsisacasml Bar Measures 1 inch Copynght Tetra Tech 10/8/2018 5 35 47 PM P101756\133-01756 17001\CAD \SHEETFILES1 HIGHWAY DESIGN 1C-138 GRADING PLAN STATE HIGHWAY 257 DWG WEATHERL LAURA E D C B A 1 I 2 3 I 4 5 I 6 / 4- a /% 1'-. /\\�\\ U - ,-- ---"---/,-� / '� �_ ti� 11.4_1 �4iU l I,r1 I \ 7 - /I // /�/-_:$1:-:-6-7, � �7///� / ' / //I /1, �v /�/ / // / /� ,/li/ 3 j% STA10rsa is / , - - / (/ ,//, 1,/}2, , I j�/// // ' BEGIN ROADWAY CONSTRUCTION / - -. -7-...14,...i 1//l /I, I / %/Gq/ // , r /_. 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' '1111111 l 1111111 ;IMO; midi till I ` I j `, \ I (/ // C''''-- I :�I I I I = /I= -S kr(I I Il , l I I i/ I / , ') / r r I / r r I / ' Ill,JI I 'f I I rl I/ r � - / / / /' SECTION LINE 110 ROW / SECTION 17 T 7N R 67W / //CACTUS HILL RANCH CO' s \\ \\\\S\0\ ♦ \ \ \\\ EL 5092 77 E 79J_ 5094 59 EXST EOA MATCH EXST CENTERLINE ELEVATION THROUGHOUT _ _ PROJECT CORRIDOR -- _ ^ - - - — w _ \ \\.\.\\ \ \ \13Foo \ EL 509692 s,5 -.• a. _ ► s.-- -® - --m _ EL509933� / PROPOSED EOA r� / 2 OVERLAY Y _ SECTION SECTION (TYP ) -y,q' -~- -6P1,.1 SECTION(TYP) -,..- -->7--s ' �.- _-_-_� / //; /ce- _ 7n��- 51 n- -_-_' / r ▪ ! `///// ////� SECTION 16 T7N R67W -- 55, - /( + / / / /' CACTUS HILL RANCH CO / I l/ 1 _ // 1 LII/III// / /I ___ _- _ ----___- _ 1 ,I 1 • - NOTE 1 SEE SECTION SHEETS FOR CROSS SLOPES OF PAVEMENT AND DITCH ELEVATIONS (C-201 TO C 221) 2 PROPOSED POWER POLES UNDER DESIGN BY PVREA SCALE 1 =50 0 0 In Fa — In w z J 2 U cQ G O 0 1L 1 — O n LZ 1� Q • OO - U rc 0 U N 30% DESIGN PLANS SIMON CONTRACTOR'S INC STATE HIGHWAY 257 6 WCR 80 5 ROADWAY IMPROVEMENTS ProProject No 1330175817001 I- ed By I- E' C-138 O ed By Design Drawn By Check RCM LAW MBS 4445041 Pages 53 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes Clerk and Recorder, Weld County, GO Bar Measures 1 inch VIII 111ci FaLIVA 1111 10/8/2018 5 35 51 PM - P \01756\133-01756-17001\CAD\SHEETFILES\HIGHWAY DESIGN\C 138 GRADING PLAN STATE HIGHWAY 257 DWG - WEATHERL LAURA I W z // / /'- / / / /` // // / (/ / ,� ` �. / / / `-- /•- - //' SECTION17 T -7N R67W- - _--_._--'-=` :_�_Y"' _-_-_- / / / WEST 114 CORNER SEC 16 17N R67W - / CACTUS HILL RANCH CO /� U _. -`' / / FOUND31/4 DIAMETER ALUMINUM // `\• /l / --- /' 'MATCH IONEXSTCENTERLINE /' / 7-''''.': -• < /O CAP LS #13155 IN RANGE BOX _ / ^- / / / / / / / ELEVATION THROUGHOUT PROJECT // 110 ROW V‘ -M--7-',,,, -r4 , m 1-1- � - /1 - _,...Z....__/ / // CORRIDOR ' / / • C 2 PROPOSED POWER POLES UNDER DESIGN BY PVREA EL 510380 EL 510408 / \ / SECTION 16 T7N R 67W CACTUS HILL RANCH CO NOTE NEW PAVEMENT SECTION (TYP ) / 1 SEE SECTION SHEETS FOR CROSS SLOPES OF PAVEMENT AND DITCH ELEVATIONS (C-201 TO C-221) 2 OVERLAY SECTION (TYP ) I / / / // / 0 (0( 25 50 SCALE 1 = 50 N / 0 K 30% DESIGN PLANS SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR BO 5 ROADWAY IMPROVEMENTS Project No 133-01756-17001 Designed By RCM Drawn By LAW Checked By. MB5 C-139 4445041 Pages 54 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO II EMMY Irrrrrrrrrrrrrrrrmci Bar Measures 1 inch Copyright. Tetra Tech 10/8/2018 5 35 54 PM - P \01756\133-01756 17001\CAD \SHEETFILES\HIGHWAY DESIGN \C 138 GRADING PLAN STATE HIGHWAY 257 DWG WEATHERL LAURA E D C B A 2 OVERLAY SECTION (TYP ) O O �11- I- - _ SECTION 17 T 7N R 67W CACTUS HILL RANCH CO *1 SECTION LINE \ \: \, t{\\ ^ \\ \\22+0�� \ \ \\ ♦ ♦ \ 23+00 \ \ \♦ � \ .\�\\ �4 b\\� 2Fr: \ EL 5111 10 I, NEW PAVEMENT SECTION (TYP ) EL 5112 90 95 ROW MATCH EXST CENTERLINE ELEVATION THROUGHOUT - PROJECT CORRIDOR lh f N N \ \ -\ N \ �\ N \ �< N N \ . 9/ \ \ ♦ \ F/ \ \ \ 24-00 \ \ • 00\ \ \ \ \ 27+00 STATE HIGHWAY 257 EL 511455 SECTION 16 T7N R67W , CACTUS HILL RANCH CO / EL 5117 16 NOTE EL 5120 19 1 SEE SECTION SHEETS FOR CROSS SLOPES OF PAVEMENT AND DITCH ELEVATIONS (C 201 TO C 221) 2 PROPOSED POWER POLES UNDER DESIGN BY PVREA / 0 25 50 SCALE 1 =50 MATCHLINE STA 27+00 E U U r • Z O 0 L • D Z LL � Z 00 SIMON CONTRACTOR'S INC STATE HIGHWAY 257 8 WCR 80 5 ROADWAY IMPROVEMENTS N U) N 1 < 0 I 5I g I — C7 Q Project No 133-01756 17001 Designed By RCM Drawn By LAW Checked By MBS C-140 Bar Measures 1 inch 4445041 Pages 55 of 107 11/08/2018 11 43 RM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO Copynght Tetra Tech VIII INFAa 1UPOLKIIIi MI III 10/8/2015 5 35 57 PM P \01756\133-01756 17001\CAD\SHEETFILES\HIGHWAY DESIGN\C-138 GRADING PLAN STATE HIGHWAY 257 DWG WEATHERL LAURA E D C A ELEVATION THROUGHOUT / 95 ROW - // / PROJECT CORRIDOR 1__1 _ / / / ' / / / SECTION 17 T 7Nr R 67W /,c,.v 1 �// CACTUS HILL RANCH CO /' / / s / ` } 17 Nom. - / ,' MATCH EXST CENTERLINE — / / / 51^1- F' C- - — — _ SECTION LINE __ __ __ _512 _ — ...------ 51L5 a11f __5117 --_"'__ _— 27+00 \ Bt00 \ \29 00 \ \ On W U F- 2 10 19 'EL 5122 00 5123 NEW PAVEMENT 1 SECTION (TYP ) 2 OVE- RLAY SECTION (TYP ) Lk - .41 5125 5126 / / • / / / / , / i---S / / / • / / -� / / / —\ I / / • , •// /' / r/ / / - ^,e• / I / i / —/ -- ... I _ 51:."_ ----- EL5125 63 5128-5128 5127 •51288-- 5128 ,- CACTUS HILL RANCH CO \\ SECTION 16 T 7N R 67W / NOTE 0 �EL5131 B8 MATCH EXISTING GRADE / 31152 / �2 TO 1 OVERLAY TRANSITION SECTION 1 • / SEE SECTION SHEETS FOR CROSS SLOPES OF PAVEMENT AND DITCH ELEVATIONS (C 201 TO C-221) 2 PROPOSED POWER POLES UNDER DESIGN BY PVREA J 5' 0 25 50 SCALE 1 =50 www tetratech corn • Z O 0 LLj O � Z F- U_ �QJ o0 O U 0 U 0 SIMON CONTRACTOR'S INC STATE HIGHWAY 257 8 WCR 80 5 ROADWAY IMPROVEMENTS Project No 133-01755 17001 Deegned By RCM Drawn By LAW Checked By MBS C-141 4445041 Pages 56 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO ®�lI Farilli LL IfI WI I raihiCIII2 qild ®I III Bar Measures 1 inch 10/8/2018 5 37 14 PM - P \01756\133-01756 17001\ CAD 1SHEETFILES\HIGHWAY DESIGN\C 142 GRADING PLAN WCR 80 5 DWG - WEATHERL LAURA E D C B A 1 2 3 4 5 6 \I • 90 ROW _'I 100 PVREA EASEMENT 221 WEST 1/4 CORNER SEC 16 T7N R67W - -- - -- - ---- - FOUND 3 1/4 DIAMETER ALUMINUM CAP L S #13155 IN RANGE BOX ADDITIONAL SURVEY INFORMATION IS BEING DEVELOPED _ _ - Y. - - -- - ALONG THE NORTHERN PORTION OF WCR 80 5 _ - - - - - _ - CONTOURS WILL BE ADJUSTED UPON RECEIPT OF NEW MAPPING /.- ` O Le // SIMON SITE ENTRANCE / EXIT • EL 5108 39 NOTE OE 1 PROPOSED POWER POLES UNDER DESIGN BY PVREA O O 4COI- -a w z J 2 I 0 25 50 SCALE 1 =50 00 U_i, I- 0 Z CtO O m U N 0 30 5 DESIGN PLANS 0 SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 805 ROADWAY IMPROVEMENTS z J 117 O Z Q' E O Protect No 133-01756-17001 Designed By- RCM Drawn By LAW Checked By MBS C-142 4445041 Pages 57 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO il1thOllelIifilakiri i II d�� Bar Measures 1 inch 10/8/2018 5 37 16 PM - P \017561133-01756-17001 \CAD 1SHEETFILESIHIGHWAY DESIGN 1C 142 GRADING PLAN WCR 80 5 DWG WEATHERL LAURA E D C B A O t CD <t icm f/)"— —r W z ADDITIONAL SURVEY INFORMATION IS BEING DEVELOPED / ALONG THE NORTHERN PORTION OF WCR 80 5 CONTOURS WILL BE ADJUSTED UPON RECEIPT OF NEW MAPPING 70 ROW EL 5106 31 EL 510996-EL510954 Q I• __--▪ �'••EL 510879 48+00r� EL510852 , ' '49+00 EL 510712, EL 510878` , EL510701� 5107 35, -EL 510852, EL510701 ✓ 100 PVREA EASEMENT OE OE _ TIE TO EXISTING GRAVEL ROAD GRADE 50+00 SIMON SITE ENTRANCE/ EXIT EL 5104 52 EL 5102 15 EL 510726 OE EL 510450 EL 5102 15 EL 510654 EL 510631 i --,-, OE ON SITE --- DRAINAGE DITCH NOTE 1 PROPOSED POWER POLES UNDER DESIGN BY PVREA. • Z O 0 u_ ia H O 0 Z LL vJ Q Z t' O O U rc O C y 30% DESIGN PLANS o50 SCALE 1 =50 SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 80 5 ROADWAY IMPROVEMENTS z _J U) 0 O co Z • U0 Pmlecl No 13301755 17001 Designed By RCM Drawn By LAW Checked By MBS C-143 Imtmouremml Bar Measures 1 inch 4445041 Pages 58 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Kop�pIes,`IClerk and Recorder, Weld County, CO 111 f(Y�F� 1 1111 ��'6 kW n f� b�0 14.1L11:16TFIY. hilid ' 1111 Copynght Tetra Tech 10/8/2018 5 38 02 PM - P \01756\133 1756 17001\CAD 1SHEETFILES\HIGHWAY DESIGN\C-144 CULVERT 1 & EXISTING DRIVEWAY CULVERT PLAN & PROFILE DWG WEATHERL LAURA E D C B A 2 3 4 5 6 C1 7 C (L. (tti OWNER CACTUS HILL RANCH CO 5115 5110 5105 5100 5095 18 TY 21 FES I N 29905 72 E 10068 10 TYPE L RIPRAP 1 EXST POWER TOWER I `..,,- 72 00 LF OF 21 CLASS III RCP p, 11 010 CULVERT 1 PLAN SCALE 1 =za SCALE 1 =20 5116 5115 FINISH GRADE I EXST GRADE �'' i! ICI 1 1 •-�i �i .: /y'�yrf 7200 LFo 21 CLASS III RCP @ 1 7I6/ o WZ 18 DEPTH TYPE L RIec DEPTH ELRIPRAP :'o + as mNZ I ! a rn a N3 VI QIZoJOw °z+32 N a is LU w� ' n V 18 FES STA 1+90 79 INV=510325 1+00 CULVERT 1 PROFILE SCALE 1 =20 2+00 5110 5105 RAP 2+17 5100 5095 5110 5105 5100 5095 18 FES N 29988 21 E 10177 72 5105 X5107 72 00 LF OF 18 RCP c5110� 5109 5108 --5107 _ 5106 EXISTING DRIVEWAY CULVERT PLAN SCALE 1 =20 5115 FINISH GRADE 18 DEPTH TYPE L RIPRAP EXST GRADE //-- 7200 LF OF 18 RCP@ -020% to Z 20 -00 EXISTING DRIVEWAY CULVERT PROFILE SCALE 1 =20 21+00 5110 5105 5100 5095 0 10 20 SCALE 1 =20 E U x g z 00 u- I— 0 Z I LL— � Z CC 0 0 m 0 K N a 30% DESIGN PLANS w a a SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 80 5 ROADWAY IMPROVEMENTS CD Z I aj J U CC ¢xf > • ?_J U � Project No 133-0175617001 Designed By RCM Drawn By LAW Checked By MBS C-144 Sheet Bar Measures 1 inch 4445041 Pages 59 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO Copynght Tetra Tech iii Eirar Old'At'r'®P1i!t IN 1 10/8/2018 5 38 45 PM - P \01756\133 1756-17001\CAD\SHEETFILES\HIGHWAY DESIGN \C 145 ENTRANCE 2 CULVERT PLAN & PROFILE DWG - WEATHERL LAURA E D C B A 1 I 2 3 I 4 I 5108 _____.__ - _ -5108 5107 -°106 OE' _ 5115 5110 5105 5100 5095 20 15" FES N 29911 74 E 1060592 ENTRANCE 2 CULVERT PLAN SCALE 1 =20 5 3-% 49+00 - 15 FES N 29911 68 E 10757 92 OE C 020 SCALE 1 =20 FINISH GRADE -1 40% 153 CLEAR 152 00 LFOF-15" CLASS III RCP @-0 10 EXST GRADE rn LL a OD 21100 ENTRANCE 2 CULVERT PROFILE SCALE 1 =20 22+00 5115 5110 5105 18 DEPTH TYPE L RIPRAP 5100 5095 6 www tetratech corn CC Z 00 LL ii 0 Z L:L 1- LL Q Z CC 0 U C 0 U 30% DESIGN PLANS O SIMON CONTRACTOR'S INC STATE HIGHWAY 257 8 WCR 80 5 ROADWAY IMPROVEMENTS Prefect No 133-0175&17001 Desgned By RCM Drawn By LAW Checked By MBS C-145 Sheet I 4445041 Pages 60 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO ®III EirrirN Bar Measures 1 inch Copyright. Tetra Tech 10/8/2018 5 39 24 PM - P \01756\133-01756 17001\CAD\SHEETFILES\HIGHWAY DESIGN\C 146 SIGNING AND STRIPING PLAN STATE HIGHWAY 257 DWG - WEATHERL, LAURA STA10+04 84 OFF 12 01L BEGIN EXOXY PAVEMENT MARKING (4 WHITE EDGE LINE) TRANSTION TO MATCH EXST EDGE LINE k. STA 10+04 84= OFF 001 LT BEGIN EPDXY PAVEMENT MARKING (4 DOUBLE YELLOW CENTERLINES) TRANSITION TO MATCH EXST CENTERLINE e SECTION LINE STA 10+04 84 OFF 12 00 RT BEGIN EXOXY PAVEMENT MARKING (4 WHITE EDGE LINE) TRANSITION TO MATCH EXST EDGE LINE OE I STA 10+54 67 OFF 12 OORT EXOXY PAVEMENT MARKING (4 WHITE EDGE LINE) 1 // / / I 1/ I STA 10+54 84 OFF 000 EPDXY PAVEMENT MARKING (4 DOUBLE YELLOW CENTERLINES) EXISTING ROW EXISTING ROW II,% PROPOSED ROW 6 PAVED SHOULDER 12 SB LANE 8 PAVED SHOULDER, SECTION 17 T7N R67W CACTUS HILL RANCH CO STA 10+97 89 RESET SIGN W2 2R 80 1/2 INTERSECTION SIGN STA 12+16 82 OFF 15 76 RT BEGIN EXOXY PAVEMENT MARKING (8 WHITE CHANNELIZING LINE) STA12+16 52 OFF 27 75 RT EXOXY PAVEMENT MARKING (4 WHITE EDGE LINE) W 110 EXST ROW WIDTH STATE HIGHWAY 257 EMI I SECTION 16 T 7N R 67W CACTUS HILL RANCH CO STA 12+65 34 OFF 22 17 RT INSTALL THERMOPLASTIC PAVEMENT MARKING (PREFORMED RIGHT TURN ARROW) ...°-...- •----ter STA13+03 66, STA 13+73 13 RESET MILE OFF 25 41 RT STA 14+63 16 MARKER SIGN INSTALL OFF 26 67 RT THERMOPLASTIC INSTALL THERMOPLASTIC EPDXY PAVEMENT MARKING (SOLID MEDIAN 4 DOUBLE YELLOW CENTERLINES) W EPDXY PAVEMENT MARKING (4 WHITE EDGE LINE) G 6 PAVED SHOULDER 12 SB LANE 14+00 12 NB LANE 'I`7r"` 8' PAVEDSHOULDERe PAVEMENT MARKING DELINEATORS (ONLY) (FLEXIBLE) (TYPE II) (DOUBLE CRYSTAL) (TYP) STA12+15 94 OFF 38 SORT R3 -7R 30 X 30 SIGN PANEL CLASS II RIGHT LANE MUST URN RIGH PAVEMENT MARKING (PREFORMED RIGHT TURN ARROW) STA14+71 76 OFF 21 42 RT EXOXY PAVEMENT MARKING (8 WHITE CHANNELIZING LINE) STA 14+71 49 OFF 3341 RT EXOXY PAVEMENT MARKING (4 WHITE EDGE LINE) STA 15+29 53 OFF 3558RT EXOXY PAVEMENT MARKING (4 WHITE EDGE LINE) STA 15+45 28 OFF 31 23 RT INSTALL THERMOPLASTIC PAVEMENT MARKING (PREFORMED RIGHT TURN ARROW) STA 15+74 53 OFF 23 60 RT EXOXY PAVEMENT MARKING (8 WHITE CHANNELIZING LINE) 0 25 50 L - SCALE 1 =50 Wr =0 www tetratech corn LL Z O 0 LL. F 0 Z 11— '^ ce• Z 0 0 m r0 30% DESIGN PLANS F a SIMON CONTRACTOR'S INC STATE HIGHWAY 257 8 WCR 80 5 ROADWAY IMPROVEMENTS SIGNING AND STRIPING PLAN STATE HIGHWAY 257 Project No 133-01756 17001 Designed By RCM Drawn By LAW Checked By MBS C-146 4445041 Pages 61 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk andd Recorder, LWeldyCounty, CO ferif !COWI 1®��I � �I IYf1�f � �� 11 ® III Bar Measures 1 inch Copynght Tetra Tech 10/8/2018 5:39:25 PM - P:1017561133-01756-170011CAD\SHEETFILES\HIGHWAY DESIGN\C-146 SIGNING AND STRIPING PLAN STATE HIGHWAY 257.DWG - WEATHERL. LAURA 1 TURN DECEL LANE D SHOULDER / STA:15+29 53 OFF:35.58'RT EXOXY PAVEMENT MARKING (4" WHITE EDGE LINE) STA:15+45.28 OFF:31 23'RT INSTALL THERMOPLASTIC PAVEMENT MARKING (PREFORMED RIGHT TURN ARROW) STA:15+74.53 OFF:23.60'RT EXOXY PAVEMENT MARKING (8" WHITE CHANNELIZING LINE) STA:15+99.39 OFF:48 25'RT EXOXY PAVEMENT MARKING (8" WHITE CHANNELIZING LINE) STA:14+70.27 OFF:43.64RT R3 -7R 30" X 30" SIGN PANEL CLASS II STA:16+00.38 OFF:119 36'RT EXOXY PAVEMENT MARKING (4" WHITE EDGE LINE) 2 EPDXY PAVEMENT MARKING (SOLID MEDIAN 4" DOUBLE YELLOW CENTERLINES) STA:15+65.65 OFF:0.00' STA:15+80 14 OFF:3.73'RT PAINTED ISLAND 4445041 Pages: 62 of 107 11/08/2018 11:43 PM R Fee:$0.00 $0.00 Carly Koppes, Clerk and Recorder. Weld County. CO 111 �1� rd VP I4. i,� Pin ?A KIM hilli VW �111�1 11 I II 3 STA:15+95.13 OFF:12.00'RT END EXOXY PAVEMENT MARKING (SOLID MEDIAN 4" DOUBLE YELLOW CENTERLINES) STA:16+22.94 OFF:0.05'LT BEGIN EPDXY PAVEMENT MARKING (8" WHITE CHANNELIZING LINE) STA:16+22.84 OFF: 12.00'RT BEGIN EPDXY PAVEMENT MARKING (SOLID MEDIAN 4" DOUBLE YELLOW CENTERLINE) STA:16+43 17 OFF:5.43'RT INSTALL THERMOPLASTIC PAVEMENT MARKING (PREFORMED LEFT TURN ARROW) STA:16+22.55 OFF:42.55'RT EXOXY PAVEMENT MARKING (8" WHITE CHANNELIZING LINE) STA:16+34.29 OFF:121_40'RT EXOXY PAVEMENT MARKING (4" WHITE EDGE LINE) STA:16+22.29 OFF:121.36'RT END EXOXY PAVEMENT MARKING (8" WHITE CHANNELIZING LINE) SECTION 17, T:7N. R:67W CACTUS HILL RANCH CO STA:17+18.50 OFF :24.01'RT EXOXY PAVEMENT MARKING (8" WHITE CHANNELIZING LINE) 6' SB PAVED SHOULDER 12' SB LANE 12' SB LEFT TURN LANE 2NB ACCEL LANE !8 rAVED DI I&UtDC 4 110' EXST ROW WIDTH STATE HIGHWAY 257 STA:17+19.74 OFF:36.00'RT EXOXY PAVEMENT MARKING (4" WHITE EDGE LINE) STA:16+42.71 OFF:24.15'RT EXOXY PAVEMENT MARKING (8" WHITE CHANNELIZING LINE) R1-1 36"x36" SIGN PANEL CLASS II WITH BREAK -AWAY ASSEMBLY STA:40+65.92 1 OFF:25.48'LT SECTION 16, T:7N, R:67W CACTUS HILL RANCH CO DELINEATORS (FLEXIBLE) (TYPE II) (DOUBLE CRYSTAL) (TYP) 5 6 EPDXY PAVEMENT MARKING (4" WHITE EDGE LINE) EPDXY PAVEMENT MARKING (8" WHITE CHANNELIZING LINE) W EPDXY PAVEMENT MARKING (SOLID MEDIAN 4" DOUBLE YELLOW CENTERLINES) EPDXY PAVEMENT MARKING (8" WHITE CHANNELIZING LINE) EPDXY PAVEMENT MARKING (4" WHITE EDGE LINE) R-1 STOP SIGN SCALE STA:19+36.93 OFF:5.16'RT INSTALL THERMOPLASTIC PAVEMENT MARKING (ONLY) SCALE: 1" = 50' TETRA TECH www.tetratech.com �L.r)o O r` O v)O t` '- i O O N T) co K (n C O (L vi EN 8 C O C ul N- (`7 O M a) C O r a- DESCRIPTION SIMON CONTRACTOR'S J c U 06 N- STATE HIGHWAY SIGNI G Projec No.: 133-01756-17001 Designed By: RCM Drawn By: LAW Checked By: MBS C-147 J Bar Measures 1 inch a) I- L m C n 0 10/8/2018 5 39 26 PM P101756 \ 133-01756-170011CAD1SHEETFILES\HIGHWAY DESIGN\C-146 SIGNING AND STRIPING PLAN STATE HIGHWAY 257 DWG WEATHERL LAURA E D Ci B A I- 1 2 3 4 5 6 STA 22+22 95 - OFF 0 00 END EXOXY PAVEMENT MARKING (8 WHITE CHANNELIZING LINE) _W- W - G STA.22+22 97 OFF 12 SORT DEFLECTION POINT EPDXY PAVEMENT '- MARKING (SOUD MEDIAN 4 DOUBLE YELLOW CENTERLINE) 110 EXST ROW WIDTH SECTION 17 T 7N R 67W CACTUS HILL RANCH CO -W--/ W EPDXY PAVEMENT MARKING (4 WHITE EDGE LINE) 95 EXST ROW WIDTH STA25+22 91 OFF 000 DEFLECTION POINT EPDXY PAVEMENT MARKING (SOLID MEDIAN 4 DOUBLE YELLOW CENTERLINE) G - - G --I W 1. CD 6 SB PAVED SHOULDER 6 SB PAVED SHOULDER LU 21~00 12 SB LANE 22+00 12 SB LEFT TURN LANE 63 G Np5r: ti IL irv6 AI.I.CL LWQL I) W STA21+91 83 OFF 5 94 RT INSTALL THERMOPLASTIC PAVEMENT MARKING (PREFORMED LEFT TURN ARROW) 23'00 STA 22+22 84 OFF 24 01 RT DEFLECTION POINT EXOXY PAVEMENT MARKING (8 WHITE CHANNELIZING LINE) STA 22+23 08 OFF 36 00 RT DEFLECTION POINT EXOXY PAVEMENT MARKING (4 WHITE EDGE LINE) STATE HIGHWAY 257 SECTION 16 T 7N R 67W CACTUS HILL RANCH CO STA 23+83 17 RESET SPEED LIMIT SIGN 24+00 25+00 r qtr EPDXY PAVEMENT MARKING (SOLID MEDIAN 4 DOUBLE YELLOW CENTERLINES) EPDXY PAVEMENT MARKING (8 WHITE CHANNEUZING LINE) EPDXY PAVEMENT MARKING (4 WHITE EDGE LINE) 26+00 12 SB LANE Y v r 112 NB LANE ,,., t 12 NB ACCEL LANE 27+00 DELINEATORS (FLEXIBLE) (TYPE II) (DOUBLE CRYSTAL) (TYP) 0 25 50 SCALE 1 =50 LL Z O 0 LL �, O 3 Z I— LL U) oz 30% DESIGN PLANS SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 80 5 ROADWAY IMPROVEMENTS Project No 133-0175517001 Designed By RCM Drawn By LAW Checked By MBS C-148 4445041 Pages 63 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, COI, I KiPdI �®i �� ' Nl PL MI' t i1 ®I III Bar Measures 1 inch Copynght Tetra Tech E 7 cc W F- D 0 r- 5 Ic C7 W O Q CO W B LL W 0 U O O n ui N n 4 th Co N n A a N en m co 2 3 4 5 6 W — SECTION 17 T 7N R 67W CACTUS HILL RANCH CO Pv— -W EPDXY PAVEMENT MARKING (4 WHITE EDGE LINE) —W STA 30+02 91 OFF 000 EPDXY PAVEMENT MARKING (4 DOUBLE YELLOW CENTERLINES) 95 EXST ROW WIDTH W- OI O N STA 31+30 58 OFF 12 00 LT END EXOXY PAVEMENT MARKING (4 WHITE EDGE LINE) TRANSITION TO MATCH EXST EDGE LINE -W 6 SB PAVED SHOULDER )a-' I 27+00 co W Z J 2 U 6 SB PAVED SHOULDER 12 SB LANE 25.-00 29+00 12 SB LANE 30+ 31100 31+52 39 80 EXST ROW WIDTH STA31+30 58 OFF 000 RT END EPDXY PAVEMENT MARKING (4 DOUBLE YELLOW CENTERLINES) TRANSITION TO MATCH EXST CENTERLINE I�f -1� Wjr tipr'+ 1T NB ACCEL LANE;+ STATE HIGHWAY 257 12 NB LANE SECTION 16 T 7N R 67W CACTUS HILL RANCH CO -STA 27+79 24 OFF 1534 RT END EXOXY PAVEMENT MARKING (8 WHITE LANE DROP LINES) STA 27+79 19 OFF 27 35 RT DEFLECTION POINT EXOXY PAVEMENT MARKING (4 WHITE EDGE LINE) r EPDXY PAVEMENT MARKING (SOLID MEDIAN 4 DOUBLE YELLOW CENTERLINES) EPDXY PAVEMENT MARKING (4 WHITE EDGE LINE) VALLEY VIEW ACRES w -W- ffm STA 31+30 58 OFF 12 00 RT END EXOXY PAVEMENT MARKING (4 WHITE EDGE LINE) TRANSITION TO MATCH EXST EDGE LINE STA 30+79 21 OFF 12 Da RT EXOXY PAVEMENT MARKING (4 WHITE EDGE LINE) 025 50 SCALE 1 =50 I. E O IF fY Z O O u_ I- O � Z ' H I..L �QJ Z LJ- m U o_ 0 N 0 0 n a a SIMON CONTRACTOR'S INC STATE HIGHWAY 257 8 WCR 80 5 ROADWAY IMPROVEMENTS SIGNING AND STRIPING PLAN STATE HIGHWAY 257 Project No 133-01756 17001 Damped By RCM Drawn By LAW Checked By MBS C-149 4445041 Pages 64 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO Bar Measures 1 inch ( II 10/8/2018 5 39 55 PM P 101756\133-01756-17001 \CAD \SHEETFILES \ HIGHWAY DESIGN\C 150 SIGNING AND STRIPING WCR 80 5 DWG WEATHERL LAURA A 3, E Y 40100_ 2- I if 2 3 4 5 I 6 STA 40+65 99 OFF 25 64 LT RESET R1 1 STOP SIGN STA 41+21 30 OFF 0 00 BEGIN EXOXY PAVEMENT MARKING (SOLID MEDIAN 4 DOUBLE YELLOW CENTERLINE) STA 41+50 25 OFF 24 00 LT BEGIN EXOXY PAVEMENT MARKING (4 WHITE EDGE LINE) STA 41+50 25 _ OFF 12 00 LT END EXOXY PAVEMENT MARKING (8 WHITE CHANNELIZING LINE) STA41+75 58 OFF 19 21 RT BEGIN EXOXY PAVEMENT MARKING (4 WHITE EDGE LINE) - STA 41+48 21 OFF 12 00 RT END EXOXY PAVEMENT MARKING (8 WHITE CHANNELIZING LINE) STA 41+20 30 OFF 0 00 PREFORMED PLASTIC PAVEMENT MARKING (60MIL) (STOP LINE 24 ) _a. STA42+65 81 OFF 12 00 RT EXOXY PAVEMENT - MARKING (4 WHITE EDGE LINE) SECTION LINE STA 43*52 31 OFF 12 SORT END EXOXY PAVEMENT MARKING (4 WHITE EDGE LINE) SECTION 16 T 7N R 67W CACTUS HILL RANCH CO (SOLID MEDIAN 4 DOUBLE YELLOW CENTERLINE) STA 45+32 34 OFF 1200RT BEGIN EXOXY PAVEMENT MARKING (4 WHITE EDGE LINE) STA 43+12 95 OFF 2400 LT EXOXY PAVEMENT MARKING (4 WHITE EDGE LINE) STA 43+12 95 OFF 12 00 LT EXOXY PAVEMENT MARKING (4 WHITE EDGE LINE) STA 43+52 31 OFF 000 "In, END EXOXY PAVEMENT MARKING SECTION 16 T 7N R 67W CACTUS HILL RANCH CO OE STA 44+84 40 OFF 12 00 LT EXOXY PAVEMENT MARKING (4 WHITE EDGE LINE) STA 45+32 34 OFF 0 00 BEGIN EXOXY PAVEMENT MARKING (SOLID MEDIAN 4 DOUBLE YELLOW CENTERLINE) Gia OE 46`00 i OEH I I I T 0 25 50 SCALE 1 = 50 E m K O X a S SIMON CONTRACTOR'S INC STATE HIGHWAY 257 8 WCR 80 5 ROADWAY IMPROVEMENTS Z J a z Lo (X(Xo I -CO rt 00 Z 2i Ur Z Z O Project No 133-0175617001 Designed By RCM Drawn By LAW Checked By MBS 4445041 Pages 65 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppel, Clerk and Recorder, Weld County, CO III EireaM alirlifirliatInDiliiirikai'anhill I ®III C-150 J irams=) Bar Measures 1 inch 10/8/2018 5 39 56 PM - P \01756\133-01756-17001\CAD \SHEETFILES\HIGHWAY DESIGN\C-150 SIGNING AND STRIPING WCR 80 5 DWG - WEATHERL LAURA E D C B A FENT MARKING UBLE YELLOW CENTERLINE) STA 47+27 77 OFF 0 00 END EXOXY PAVEMENT MARKING I. - (SOLID MEDIAN 4 DOUBLE YELLOW CENTERLINE) SECTION 16 T7N R67W CACTUS HILL RANCH CO O VI 46'00' � r cn r OF OE Q 2 47+00 OE STA 47+27 77 OFF 12 00 RT END EXOXY PAVEMENT MARKING (4 WHITE EDGE LINE) SECTION LINE STA 49+07 75 OFF 000 BEGIN EXOXY PAVEMENT MARKING (SOLID MEDIAN 4 DOUBLE YELLOW CENTERLINE) rEPDXY PAVEMENT MARKING (4 WHITE EDGE LINE) OE SECTION 16 T 7N R 67W CACTUS HILL RANCH CO STA 48+40 50 OFF 17 03 LT RESET STOP SIGN AHEAD F5.7_ _ STA49+07 75 OFF 12 00 RT BEGIN EXOXY PAVEMENT MARKING (4 WHRE EDGE LINE) STA 49+57 75 OFF 1200 LT END EXOXY PAVEMENT MARKING (4 WHITE EDGE LINE) STA49+57 75 OFF 0 00 END EXOXY PAVEMENT MARKING (SOLID MEDIAN 4 DOUBLE YELLOW CENTERLINE) OE OE W W OE STA.49+57 75 OFF 12 SORT END EXOXY PAVEMENT MARKING (4 WHITE EDGE LINE) 60 ROW OE 0 25 50 SCALE 1 =50 W OE WCI A II www tetratech com O 0 O � Z L� H &)rr^^ Q Z Q O U R 0 O 30% DESIGN PLANS 0 SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 80 5 ROADWAY IMPROVEMENTS z J a CD z 0 u, �o �co D z C7 z z CD Prcjee1 No 133-01756 17001 Designed By Drawn By RCM LAW Checked By MSS C-151 4445041 Pages 66 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO Emma lorlivvrta �lr�1 �l III Bar Measures 1 inch Copynght. Tetra Tech 10/8/2018 5 41 16 PM P101756\133-01756 17001\CAD1SHEETFILES\HIGHWAY DESIGN \C 152 SWMP HIGHWAY 257 DWG WEATHERL LAURA E D C B A 1 2 3 4 5 6 / • / / .'lr o // j '� l!,/r 'V /�//; STA 10+53 94 / /„r,/%;' BEGIN ROADWAY CONSTRUCTION r —�, 1 114/,',/,:;!1/) r l7I ///'r/// /l - lif / e\ — �il(I,,( STA 10+54 84 OFF 19 05 RT SILT FENCE ,1 L \ 1 / } / STA STA-1 STA 10+76 66 1 I I ( _ - ! —�% II/1! /L , OFF OFF 2 ncv o' 00 oT I I ,111 '' I \ I, 5- I I 1/ 1 , \Il \ s•-• � ` I I I I I 1 i ) / SECTION 17 T7N R67W / CACTUS HILL RANCH CO' / MATCH EXST CENTERLINE ELEVATION THROUGHOUT " — " — PROJECT CORRIDOR _ _ — — EXST EOA — _---_ SECTIONLINE '`�— G _ G oo \ \\ \ \ \ X12+00 \ \\\ \ \ \ 1 00 \\ . \ \ \ 1-1-2 15+00 \ \ \ \\ ▪ \ � STA 12+7501gTA13+16 25 \▪ ♦ZOFF5245RT rSTATE HIGHWAY 257 IZOFF 52 92 RT „s, SILT FENCESILT FENCEI- r 1 / / 2 OVERLAY / SECTION (TYP ) t _ NEW PAVEMENT -- SECTION (TYP ) ' ' STA11+84 93 STA 11+00 00 - -- _ OFF 55 67 RT OFF 39 19 RT / ' STA 11+36 65 SILT FENCE ._ - - NSTALL EROSION OFF 51 06 RT _- __ .,1 �0 LOG (12 INCH) SILT FENCE-- STA12+000 Ii I ,y // / - OFF4869RT % I `tll� ! I / / / / ^ INSTALL EROSION 'i 1 / / / LOG (12 INCH) Ii , I 1 , / I/ / / GEOTEXTILE (EROSION I / I ' CONTROL) (CLASS 1) 1 1 I I / 1 S-150 BN DOUBLE NET ' 1 1 I I, 5\ STRAW BLANKET OR I I ) 1 it 1 \ EQUIVALENT (TYP) -_-- ( ,I1`� -- i------- OFF 48 50 RT INSTALL EROSION'. � LOG (12 INCH) ___-- STA 14+00 00 OFF 54 30 RT NSTALL EROSION- _ STA12+3873- - __-= STA13+5353 -__ LOG,_(. 1_2 _ --_- --- STA 16+0000_ OFF 59 25 RT _ - - - OFF 61 56 RT - -„_ _ _INCH)_. - STA 14+48 93 _ SILT FENCE --- SILT FENCE_, , 1, _ - -- - -,--- 0FF6387RT OFF 5500RT --_- .----- -- r1,-----STA 14+0065_ - _ SILT FENCE -INSTALL EROSION -' - ` ,ihu- _ ,.��.... �....� -LOG (121NCH1 ' SECTION 16 T7N R67W - , lr-_ �r - _ SILT FENCE CACTUS HILL RANCH CO ( C -- , _ / j STA 15+00 77 _�� r/ 1 OFF 7352 RT �_. _ _'.---.--- ( SILT FENCE x7[L xxxx %xi==___>x—xx_ _ ^pc�xxmxxxx�xx�xx �xx xx _ — _ — _—J / 0 25 50 SCALE 1 =50 1 O 0 L H 0 col — Q z Q O O 5- z O U a 30% DESIGN PLANS a SIMON CONTRACTOR'S INC SWMP HIGHWAY 257 Project No 133-0175617001 Designed By RCM Drawn By LAW Checked By MBS C-152 4===com Bar Measures 1 inch 4445041 Pages 67 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO III � ,r� ,� I k IrI��' l' 'h I I ✓ N ✓ 10/8/2018 5 41 18 PM P \01756\133 1756-17001\CAD\SHEETFILES\HIGHWAY DESIGN\C-152 SWMP HIGHWAY 257 DWG - WEATHERL, LAURA E D C B A /J l J STA 15+57 19 OFF 41 78 LT INLET PROTECTION `~\ri 11--Y I. ki \\\\ ,\\ `.c 1s+oo 5 cn LLl Z 2 U I- 2 I ` I III 1,11 III f /ll I STA 15+74 98 _ OFF 165 48 RT ' INLET PROTECTION hI I I � 1 I 1,1 WEST 1/4 CORNER SEC 16 T7N R67W FOUND 31/4 DIAMETER ALUMINUM CAP L S #13155 IN RANGE BOX � I nFF4279 7 T INLET PROTECTION'` / �/ ( / - ��._ -_ STA 16+33 BB / = OFF 4376LT /f / / / J / / J . / / // __-_510'- / „/ MATCH EXST CENTER, ,.1E ' ELEVATION THROUG-JUT PROJECT ti' - L j CORRIDOR ` ^ INLET PROTECTIONT 7N -R-87-1/-1/ Y __ __ __ __ , _ _ y - - 1 /r __-17 - - - , _- __,.._ _ Y 1 STA.1 fi+57 08 // SECTIONCACTUS HILL RANCH CO / .- ` OFF 43O9L / --- / r/ NEW PAVEMENT J/ 2 OVERLAY / - /, INLET PROTECTION / J J / / / SECTION (TYP ) „/ SECTION TYP 1"7 ._ ._ � -_- _ _ ^� - _ �-siP-+--'i- yam'-` e _ _..� \\\.\\.:\‘\.\\\\N `\ �\ \\ \ `;: \ ` i\\ .yam� \\ \ y \ \\\ '\ \ 5^,C \ ` \�\\ . U) 18+00 \ \ \ \ \ \\ o+oo� \ \ \ '�1. cA \\\\ \ \ � \ \. \\�\ \\ \� \\ \ \ ` \ �\ \\\\ \` Z STATE HIGHWAY 257 = J 0 STA 16+67 86, / OFF 13307RTI + I BEGIN ' f SILT FENCE - A STA 16+52 05 OFF 163 92 RT INLET PROTECTION STA.18+00 00 OFF 57 50 RT INSTALL EROSION LOG (12 INCH) STA.17+00 00 OFF 60 70 RT STA 17+29 13 INSTALL EROSION OFF 69 92 RT LOG (12 INCH) SILT FENCE GEOTEXTILE (EROSION CONTROL) (CLASS 1) S 150 BN DOUBLE NET STRAW BLANKET OR EQUIVALENT (TYP) J / STA 19+00 00 OFF 56 00 RT INSTALL EROSION LOG (12 INCH) / SECTION 16 T7N R67W . CACTUS HILL RANCH CO /J STA 20+00 00 OFF 58 00 RT INSTALL EROSION LOG (12 INCH) STA 21+00 00 OFF 58 50 RT INSTALL EROSION LOG (12 INCH) 0 25 50 SCALE 1 =50 IN1 / www tetratech corn Z 00 U_ 0 LZ 1.L Z QO m a 0 I U 30X DESIGN PLANS SIMON CONTRACTOR'S INC SWMP HIGHWAY 257 Project No 133-0175E-17001 Desgned By RCM Drawn By LAW Checked By MBS C-153 4445041 Pages 68 of 107 11/08/2018 11 43 AM R Fee $0 00 Gaily Koppes, Clerk and Recorder Weld County, CO Bar Measures 1 Inch Copyright Tetra Tech ®�� PPS iI AN'i itriNkiliKp NIMI Lk ®III 10/8/2018 5 41 20 PM - P \01756 V133-01756-17001 \ CAD 1SHEETFILES\HIGHWAY DESIGN\C 152 SWMP HIGHWAY 257 DWG WEATHERL LAURA E D C B A t N cn 2 6_ STA 22+00 00 I OFF 58 00 RT INSTALL EROSION I LOG (12INCH) / �� r-' / _- -- - r� / / // / ' / .../ / /r � _ i _ SECTIONI7 T7N R67W �� / ....--- CACTUS — HILL RANCH CO _ — — ' ' / �� NEW PAVEMENT _--- -- — — _ /. SECTION (TYP ) _ _ i_ — i' i 2 OVERLAY ------ -- �- -- — MATCH EX - CENTERLINE ELEVATION THROUGHOUT SECTION `' "P ) �\ _ \ — -- PROJECT CORRIDOR N. \ C \ ` - T —To SECTIONiiNE G _ "-G — _ _ — _ -- _ — GEOTEXTILE (EROSION CONTROL) (CLASS 1) S 150 BN DOUBLE NET STRAW BLANKET OR EQUIVALENT (TYP) STA 23+00 00 OFF 5750RT INSTALL EROSION ^ LOG (12 INCH) / / \ \ \ •^g� \ \ \ \ N \ \ \, \ \ \ \ \�� \ \ N N `,y/ \ \ N \ \\ N �\\ 5^ \ \ \ \,'"\\: � \ • \\ y3,1 •\ \ • y�2 •\ '\ \\\- yeti \\\\\\ STA 24+00 00 OFF 56 00 RT INSTALL EROSION LOG (12 INCH) if STATE HIGHWAY 257 STA 24+27 69 OFF 70 23 RT SILT FENCE SECTION 16 T7N R 67W CACTUS HILL RANCH CO OFF 54 50 RT INSTALL EROSION LOG (12 INCH) STA 25+15 21 OFF 70 42 RT SILT FENCE STA 26*00 00 OFF 53 50 RT INSTALL EROSION LOG (12 INCH) STA26+15 40 OFF 70 71 RT SILT FENCE STA 27+00 00 OFF 51 50 RT INSTALL EROSION LOG (12 INCH) 0 25 50 SCALE 1 =50 MATCHLINE STA 27+00 www tetratech corn LL Z O 0 L 1- O 0 Z F- ~ • Z rYO 0 U m 0 K U 304 DESIGN PLANS SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 80 5 ROADWAY IMPROVEMENTS SWMP HIGHWAY 257 Protect No 133-01756 17001 Desgned 6y RCM Drawn By LAW Checked By MOO C-154 4445041 Pages 69 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, �I pC'OI� III a :�I a4L Rd',Pi�h' �e� 9�L� 1�1�'f F l@i411� �'SI �� III 1 imsangl Bar Measures 1 inch Copynght. Tetra Tech 10/8/2018 5 41 22 PM P \01756\133 1756 17001\CAD\SHEETFILES\HIGHWAY DESIGN 1C 152 SWMP HIGHWAY 257 DWG - WEATHERL LAURA E D C B A 1 I 2 3 I 4 / / ----_-__ NEW PAVEMENT F1, - SECTION - ----- \ \ \ \\ ry \27+00. \ c STA 28+00 00 STA 27+13 78 OFF 48 SORT 1, OFF 70 34RT INSTALL EROSION SILT FENCE LOG (12 INCH) / 2 OVERLAY - SECTION (TYP ) STA 28+02 53 STA28+68 11 OFF 70 12 RT OFF 67 56 RT SILT FENCE SILT FENCE SECTION 17 T 7N, R 67W CACTUS HILL RANCH CO MATCH EXST CENTERLINE - ELEVATION THROUGHOUT PROJECT CORRIDOR II ••rk LOG (12 INCH) STA 29+00 00 OFF 43 00 RT INSTALL EROSION LOG (12 INCH) SECTION 16 T 7N R 67W CACTUS HILL RANCH CO A \� \\AA\ / 5 -\ y- 2 TO 1 OVERLAY i / , TRANSITION SECTION I s��▪ " - ..=— --'^=" _ _ _ - `'T. , ' - -li/ 6 STA 30+81 13 STA 30+80 47 OFF 38 21 RT OFF 51 74 RT \ END SILT FENCE SILT FENCE \ ' 1 GEOTEXTILE (EROSION / CONTROL) (CLASS 1) „ STA 30+75 13 // STA 30+23 00 S-150 BN DOUBLE NET r OFF 56 26 RT / OFF 59 14 RT STRAW BLANKET OR SILT FENCE SILT FENCE EQUIVALENT (TYP) QE - \N \ 0 25 50 SCALE 1 =50 • Z O 0 L I— O O D Z LCL CO I- < Z CLO O m U DESCRIPTION 30% DESIGN PLANS a` SIMON CONTRACTOR'S INC Project STATE HIGHWAY 257 & WCR 00 5 ROADWAY IMPROVEMENTS U No Designed133-01756-17001 I- By RCM 8y MBS T C-155 8 SWMP HIGHWAY 257 Drawn By LAW Checked 4445041 Pages 70 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO yxIII Man L R% NIMEN 1,'1 Ey)L 1111 Bar Measures 1 inch 10/8/2018 5 42 37 PM - P \01756\133-01756 17001\CAD\SHEETFILES\HIGHWAY DESIGN 1C-156 SWMP WCR 80 5 DWG - WEATHERL LAURA E D C B A 2 3 4 5 6 1 /J/I� STA.41+00 16 OFF 11862 LT SILT FENCE STA 41+22 06 OFF 79 67 LT SILT FENCE STA 41+27 41 OFF 44 84 LT INSTALL EROSION LOG (12 INCH) ----"' STA 41+6248 OFF 56 90 LT SILT FENCE '41+00 v _ _ WCR 80 --I-_,'- . { WEST 1/4 CORNER SEC 16 T7N R67W - - FOUND 31/4 DIAMETER ALUMINUM , CAP L S #13155 IN RANGE BOX GEOTEXTILE (EROSION CONTROL) (CLASS 1) S 150 BN DOUBLE NET STRAW BLANKET OR EQUIVALENT (TYP) - STA42+00 00 OFF 3700 LT INSTALL EROSION LOG (12 INCH) OE" STA42+43 09 OFF 37 14 RT ADDITIONAL SURVEY INFORMATION IS BEING DEVELOPED ALONG THE NORTHERN PORTION OF WCR 80 5 CONTOURS WILL BE ADJUSTED UPON RECEIPT OF NEW MAPPING STA 43+02 09 OFF 37 96 LT INLET PROTECTION STA 41+69 fi3 _ SILT FENCE 50 PVREA EASEMENT ' OFF 56 15 RT STA 42+27 00 _ _ _ SILT FENCE - - -- -OFF fi101 RT --- - _... __ _ _ __ __ :::::=_. - SILT FENCE F__ENC_E____ _ _ _ __ _ -_ - - STA 41+39 65 STA 41+07 05 _ OFF 66 32 RT OFF 10843 RT SILT FENCE _-_ - SILTFENCE _ OE -I STA43+8072 // OFF 3533RT SILT FENCE STA 43+99 52 OFF 56 44 RT _ _ SILT FENCE STA 44+08 11 OFF 105 08 RT SILT FENCE STA 43+51 37 OFF 5776 LT _-^ _-- SILT FENCE ^ - ^ - STA 43+6207 --^^ STA44+00 41 OFF 31 92 LT INSTALL EROSION OFF 3460 LT SIMON SITE _ ENTRANCE / EXIT - LOG (12 INCH) NOTE STA 46+00 00 OFF 26 00 LT INSTALL EROSION LOG (12 INCH) — — 61 0 STA45+32 27 I Q OFF 25 85 RT SILT FENCE - 04 • STA 44+89 39 OFF 5360 RT SILT FENCE STA 44+75 47- - - - "- 1 - OFF 10641 RT SILT FENCE L 1 PROPOSED POWER POLES UNDER DESIGN BY PVREA. 25 50 SCALE 1 = 50 www telratech corn O 0 O Q Z n 0 ❑O a O U 0 a 0 a SIMON CONTRACTOR'S INC STATE HIGHWAY 257 8 WCR 80 5 ROADWAY IMPROVEMENTS No I ed By M85 C-156 SWMP WCR 80 5 133-01756-17001 Project Design - ed By RCM D awn By LAW C het 4445041 Pages 71 of 107 11/08/2018 11 43 AM R Fee $0 00 Carl/ Koppes, Clerk and Recorder, Weld County, (.0 III FirdrPrtiONILI IfiDratlifFIVIVEllildliiii } I III Imensemsenni Bar Measures 1 inch 10/8/2018 5 42 38 PM - P \01756\133-01756-17001\CAD\SHEETFILES\HIGHWAY DESIGN\C-156 SWMP WCR 80 5 DWG - WEATHERL LAURA E D C B A STA46+01 31 OFF 4534 LT SILT FENCE LLI Z6 .J 2 V. I � 1 GEOTEXTILE (EROSION CONTROL) (CLASS 1) S 150 BN DOUBLE NET STRAW BLANKET OR EQUIVALENT (TYP) 47 STA 47+46 92 OFF 26 54 RT INLET PROTECTION 7 ADDITIONAL SURVEY INFORMATION IS BEING DEVELOPED ALONG THE NORTHERN PORTION OF WCR 80 5 CONTOURS WILL BE ADJUSTED UPON RECEIPT OF NEW MAPPING = STA 47+50 36 - OFF 26 80 RT SILT FENCE _ --- -OE ST 51 A47+77 - ` - - - -50 PVREA EASEMENT - OFF 55+7 55 07 RT RT SILT FENCE STA 48+00 00 OFF26 00'LT INSTALL EROSION LOG (12 INCH) STA 49+57 75 OFF 4085 LT SILT FENCE SF STA 49+57 75 OFF 26 00 LT INSTALL EROSION LOG (12 INCH) _ _ OE TIE TO EXISTING GRAVEL ROAD GRADE 50+00 STA 49+57 92 OFF 2396RT - SILT FENCE STA 48+85 12 OFF 2425RT ""'- I t' ILT FENCE i- I�1 STA 4B+8640 �\ • -+ O �,. OE OFF 2722 RT \ I ----- ` INLET PROTECTION = ON -SITE - --_- STA 48+53 92 ' DRAINAGE DITCH _ _ _ - _ OFF 61 83 RT !- - SILT FENCE ---_f _ STA 48+50 80 OFF 104 15 RT SILT FENCE r _ NOTE 1 PROPOSED POWER POLES UNDER DESIGN BY PVREA. E U U I X g • Z O 0 U U O � LZ L� I- I- LL CO Q Z fYO O m 0 20,6 DESIGN PLANS 0 0 25 50 SCALE 1 =50 SIMON CONTRACTOR'S INC STATE HIGHWAY 257 8 WCR 80 5 ROADWAY IMPROVEMENTS SWMP WCR 80 5 Project No 133-01755 17001 Designed By RCM Drawn By LAW Checked By MBS C-157 l 4445041 Pages 72 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO Mira Kara Pig NEI Ifli41) Ima I Bar Measures 1 inch CopynghL Tetra Tech 10/8/2018 5 43 00 PM - P \01756\133-01756 17001\CAD\SHEETFILES\HIGHWAY DESIGN \C-158 SWMP HIGHWAY 257 NOTES DWG WEATHERL LAURA E D C B A STORMWATER MANAGEMENT NOTES 1 SITE DESCRIPTION THE CONTRACTOR SHALL COMPLY WITH ALL COOT CONTRACTUAL REQUIREMENTS AND ALL REQUIREMENTS ASSOCIATED WITH THE CDPS-SCP ON THIS PROJECT THE SWMP ADMINISTRATOR SHALL UPDATE TO REFLECT CURRENT PROJECT SITE CONDITIONS A PROJECT SITE LOCATION HIGHWAY 66 EAST OF INTERSTATE 25 B PROJECT SITE DESCRIPTION ROADWAY IMPROVEMENTS THAT INCLUDE GRADING ASPHALT PAVING CONCRETE PAN CULVERT PLACEMENT EROSION AND SEDIMENT CONTROL AND SEEDING C PROPOSED SEQUENCING FOR MAJOR CONSTRUCTION ACTIVITIES GRADE AREAS FOR THE PROPOSED ROADWAY LANE AND EMBANKMENT OUTSIDE THE EXISTING ROADWAY TIE IN THE PROPOSED ROADWAY IMPROVEMENTS WITH THE EXISTING ROADWAY D ACRES OF DISTURBANCE 1 TOTAL AREA OF CONSTRUCTION SITE (LOC (PERMITTED AREA)) 5 ACRES 2 TOTAL AREA OF PROPOSED DISTURBANCE (LDA) 2 4 ACRES 3 TOTAL AREA OF SEEDING 1 5 ACRES 4 TOTAL AREA OF IMPERVIOUS SURFACE 2 4 ACRES 5 TOTAL AREA OF NEW IMPERVIOUS SURFACE 0 9 ACRES E EXISTING SOIL DATA SAND (SM) AND GRAVEL (GP -GM) F POTENTIAL POLLUTANTS SOURCES SEE FIRST CONSTRUCTION ACTIVITIES UNDER POTENTIAL POLLUTANT SOURCES THE SWMP ADMINISTRATOR SHALL PREPARE A LIST OF ALL POTENTIAL POLLUTANTS AND THEIR LOCATIONS IN ACCORDANCE WITH SUBSECTION 10725 G RECEIVING WATER 1 OUTFALL LOCATIONS N/A 2 NAMES OF RECEIVING WATER(S) ON SITE ST VRAIN CREEK 3 ULTIMATE RECEIVING WATER SOUTH PLATTE RIVER 4 HORIZONTAL DISTANCE NEAREST WATER OF THE STATE IS FROM PROJECT APPDXIMATELY 5500 FEET H NON STORMWATER DISCHARGES CONCRETE WASHOUT AND SAWCUTTING AREA ANTICIPATED ON THIS PROJECT ALLOWABLE 1 GROUNDWATER AND STORMWATER DEWATERING DISCHARGES TO THE GROUND OF WATER FROM CONSTRUCTION DEWATERING ACTIVITIES MAY BE AUTHORIZED PROVIDED THAT a THE SOURCE IS GROUNDWATER AND/OR GROUNDWATER COMBINED WITH STORMWATER THAT DOES NOT CONTAIN POLLUTANTS h THE SOURCE AND BMPS/CONTROL MEASURES ARE IDENTIFIED IN THE SWMP c DISCHARGES DO NOT LEAVE THE SITE AS SURFACE RUNOFF OR TO SURFACE WATERS d THE CONTRACTOR SHALL PROTECT ALL WORK AREAS AND FACILITIES FROM WATER AT ALL TIMES AREAS AND FACILITIES SUBJECT TO FLOODING REGARDLESS OF THE SOURCE OF WATER SHALL BE PROMPTLY DEWATERED AND RESTORED AT NO COST TO THE OWNER This SHALL INCLUDE REMOVAL OF ANY DEBRIS CAUSED BY FLOODING ANY DEWATERING SHALL BE DONE IN ACCORDANCE WITH SUBSECTION 10725 CONTAMINATED 2 IF DISCHARGES DO NOT MEET THE ABOVE CRITERIA A SEPARATE COPS PERMIT SHALL BE OBTAINED BY THE CONTRACTOR FROM THE CDPHE SEE STANDARD SPECIAL PROVISION 250 HAZARDOUS WASTE AND CONTAMINATED WATER 2 SITE MAP COMPONENTS PRE CONSTRUCTION A PROJECT CONSTRUCTION POTENTIAL SITE BOUNDARIES B ALL AREAS OF GROUND SURFACE DISTURBANCE C AREAS OF CUT AND FILL D LOCATION OF ALL STRUCTURAL BMPS/CONTROL MEASURES IDENTIFIED IN THE SWMP E LOCATION OF NON STRUCTURAL BMPS/CONTROL MEASURES AS APPLICABLE IN THE SWMP F SPRINGS STREAMS WETLANDS AND OTHER SURFACE WATER G PROTECTION OF TREES SHRUBS CULTURAL RESOURCES AND MATURE VEGETATION H AREAS USED FOR STORING AND STOCKPILING OF MATERIALS STAGING AREAS (FIELD TRAILER FUELING ETC ) AND BATCH PLANTS 3 SWMP ADMINISTRATOR A SWMP ADMINISTRATOR FOR CONSTRUCTION (AS DEFINED IN SUBSECTION 208) THE CONTRACTOR SHALL DESIGNATE A SWMP ADMINISTRATOR FOR CONSTRUCTION UPON OWNERSHIP OF THE SWMP THE SWMP ADMINISTRATOR SHALL BECOME THE OWNER/OPERATOR AND ASSUME RESPONSIBILITY FOR ALL DESIGN CHANGES TO THE SWMP IMPLEMENTATION AND MAINTENANCE IN ACCORDANCE TO 208 03 THE SWMP ADMINISTRATOR SHALL BE RESPONSIBLE FOR IMPLEMENTING MAINTAINING AND REVISING SWMP INCLUDING THE TITLE AND CONTACT INFORMATION THE ACTIVITIES AND RESPONSIBILITIES OF THE SWMP ADMINISTRATOR SHALL ADDRESS ALL ASPECTS OF THE PROJECTS SWMP (UPDATE THE INFORMATION BELOW FOR EACH NEW SWMP ADMINISTRATOR) (COPY OF TECS CERTIFICATION MUST ALSO BE INCLUDED IN THE SWMP NOTEBOOK) B EROSION CONTROL INSPECTOR (AS DEFINED IN SUBSECTION 208) THE CONTRACTOR MAY DESIGNATE AN EROSION CONTROL INSPECTOR THE EROSION CONTROL INSPECTOR SHALL COMPLETE DUTIES IN ACCORDANCE WITH SUBSECTION 208 03 (C) (COPY OF TECS CERTIFICATION MUST ALSO BE INCLUDED IN THE SWMP NOTEBOOK ) • Z O 0 L 1- O O� Lz L�L I- I- Qa ^ LL O O O E Cci DESCRIPTION 30% DESIGN PLANS a S SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 80 5 ROADWAY IMPROVEMENTS SWMP HIGHWAY 257 NOTES Project No 133-0175517001 Designed By RCM Drawn By LAW Checked By MBS C-158 4445041 Pages 73 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County CO Bar Measures 1 inch Copynght Tetra Tech E STORMWATER MANAGEMENT NOTES STRUCTURAL BMP TYPE OF CONTROL BMP as Designed In use on site FIRST CONSTRUCTION ACTIVITIES DURING CONSTRUCTION INTERIM/FINAL STABILIZATION Earthberm/Diversion Erosion X X Check Dams Sediment X X Silt Fence Sediment X X Erosion Logs Sediment X X Temporary Sediment Trap/Basin Sediment X X Permanent Sediment Trap/Basin Sediment X X Inlet Protection Erosion X X Outlet Protection Erosion X Concrete Washouts Construction X Stabilized Construction Entrance Construction X X Riprap Erosion X Erosion Blanket Erosion X Turf Reinforcement Mat (TRM) Erosion X NON-STRUCTURAL BMPS THAT MAY BE POTENTIALLY USED ON THE PROJECT FOR EROSION AND SEDIMENT CONTROL PRACTICES MAY INCLUDE BUT ARE NOT LIMITED TO NON-STRUCTURAL BMP TYPE OF CONTROL BMP as Designed In use on site FIRST CONSTRUCTION ACTIVITIES DURING CONSTRUCTION INTERIM/FINAL STABILIZATION Surface Roughening/Grading Techniques Erosion X Seeding Permanent Erosion X Seeding Temporary Erosion X Mulch/Mulch Tackifier Erosion X X Soil Binder Erosion X Soil Retention Blanket Erosion X X Vegetative Buffer Strips Erosion X X X Protection of Trees Erosion X X Preservation of Mature Vegetation Erosion X X X E r LL Z O 0 LL ia H O D Z r LLB Q Z r' 0 O f ro I z 0 a U 0 30% DESIGN PLANS 0 SIMON CONTRACTOR'S INC -SWMP HIGHWAY 257 NOTES Protect No 133-01750 17001 Desgned By RCM Drawn By LAW Chedced By MBS C-159 4445041 Pages 74 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County CO fi iRi l'VijtMeL T'I B[44 ,:III Bar Measures 1 inch Copynght. Tetra Tech 10/8/2018 5 43 00 PM P \01756\133-01756 17001\CAD\SHEETFILES\HIGHWAY DESIGN\C-158 SWMP HIGHWAY 257 NOTES DWG - WEATHERL LAURA E D C: B A 2 3 4 5 6 STORMWATER MANAGEMENT NOTES EROSION CONTROL DEVICES ARE USED TO LIMIT THE AMOUNT OF SOIL LOSS ON SITE AND CAPTURE SEDIMENT ON THE PROJECT SITE CONSTRUCTION CONTROL ARE BMPS RELATED TO CONSTRUCTION ACCESS AND STAGING BMP LOCATIONS ARE INDICATED ON THE SWMP SHEETS BMP DETAILS AND NARRATIVES NOT COVERED BY THE SWMP OR STANDARD PLAN M-208 1 SHALL BE ADDED TO THE SWMP NOTEBOOK BY THE ECS D OFFSITE DRAINAGE (RUN ON WATER) 1 DESCRIBE AND RECORD BMPS ON THE SWMP SITE MAP THAT HAS BEEN IMPLEMENTED TO ADDRESS OFF SITE RUN ON WATER IN ACCORDANCE WITH SUBSECTION 208 03 E VEHICLE TRACKING PAD 1 BMPS SHALL BE IMPLEMENTED IN ACCORDANCE WITH SUBSECTION 208 04 F PERIMETER CONTROL 1 PERIMETER CONTROL SHALL BE ESTABLISHED AS THE FIRST ITEM ON THE SWMP TO PREVENT THE POTENTIAL FOR POLLUTANTS LEAVING THE CONSTRUCTION SITE BOUNDARIES ENTERING THE STORMWATER DRAINAGE SYSTEM OR DISCHARGING TO STATE WATERS 2 PERIMETER CONTROL MAY CONSIST OF VEGETATION BUFFERS BERMS SILT FENCE EROSION LOGS EXISTING LANDFORMS OR OTHER BMPS AS APPROVED 3 PERIMETER CONTROL SHALL BE IN ACCORDANCE WITH SUBSECTION 208 04 5 DURING CONSTRUCTION RESPONSIBILITIES OF THE SWMP ADMINISTRATOR/EROSION CONTROL SUPERVISOR DURING CONSTRUCTION 1 THE SWMP SHOULD BE CONSIDERED A LIVING DOCUMENT THAT IS CONTINUOUSLY REVIEWED AND MODIFIED DURING CONSTRUCTION THE FOLLOWING ITEMS SHALL BE ADDED UPDATED OR AMENDED AS NEEDED BY THE SWMP ADMINISTRATOR/EROSION CONTROL SUPERVISOR (ECS) IN ACCORDANCE WITH SECTION 208 2 DURING CONSTRUCTION INDICATE HOW ITEMS THAT HAVE NOT BEEN ADDRESSED DURING DESIGN ARE BEING HANDLED IN CONSTRUCTION IF ITEMS ARE COVERED IN THE TEMPLATE OR OTHER SECTIONS OF THE SWMP NOTEBOOK INDICATE BELOW WHAT SECTION THE DISCUSSION TAKES PLACE A STOCKPILE MANAGEMENT SHALL BE DONE IN ACCORDANCE WITH SUBSECTION 107 25 AND 208 07 B CONCRETE WASHOUT CONCRETE WASH OUT WATER OR WASTE FROM FIELD LABORATORIES AND PAVING EQUIPMENT SHALL BE CONTAINED IN ACCORDANCE WITH SUBSECTION 208 05 C SAW CUTTING SHALL BE DONE IN ACCORDANCE WITH SUBSECTION 107 25 208 04 208 05 D STREET CLEANING SHALL BE DONE IN ACCORDANCE WITH SUBSECTION 208 04 6 INSPECTIONS A INSPECTIONS SHALL BE IN ACCORDANCE WITH SUBSECTION 208 03 (C) 7 BMP MAINTENANCE A MAINTENANCE SHALL BE IN ACCORDANCE WITH SUBSECTION 208 04 (F) 8 RECORD KEEPING A RECORDS SHALL BE KEPT IN ACCORDANCE WITH SUBSECTION 208 03 (C) 9 INTERIM AND FINAL STABILIZATION A SEEDING PLAN SOIL PREPARATION SOIL CONDITIONING OR TOPSOIL SEEDING (NATIVE) MULCHING (WEED FREE) AND MULCH TACKIFIER WILL BE REQUIRED FOR AN ESTIMATED 2 0 ACRES OF DISTURBED AREA WITHIN THE RIGHT OF WAY LIMITS WHICH ARE NOT SURFACED THE FOLLOWING TYPES AND RATES ARE RECOMMENDED FOR USE COMMON NAME BOTANICAL NAME LBS PLS PER ACRE Western Wheatgrass Amba Barton Rosana 250 Smooth Brome Lincoln Manchar 2 00 Blue Grama Hachdal Luvington 1 50 Sldeoats Grama Vaughn Butte Winer El Reno Haskell 2 25 Swdchgrass Pathfinder Nebraska 28 Summer Sunburst 1 00 Perennial Ryegrass Calibra or Garibaldi Tetraploid 1 75 Sand Dropseed 0 25 Slender Wheatgrass Pryor Revenue San Luis 250 Alkali Grass Fults II Salton Sea 1 25 TOTAL 15 00 SEED VARIETY SHALL BE INCLUDED ONLY IF WET AREAS EXIST AT SEEDING LOCATION OMIT IF NOT NEEDED CONTRACTOR TO COORDINATE SEEDING WITH THE AURORA ORGANIC DAIRY TO ENSURE SEEDING RECOMMENDATIONS DO NOT IMPACT ORGANIC REQUIREMENTS IN THE VICINITY OF THE DAIRY PROPERTY B SEEDING APPLICATION DRILL SEED 0 25 INCH TO 0 5 INCH INTO THE SOIL IN SMALL AREAS NOT ACCESSIBLE TO A DRILL, HAND BROADCAST AT DOUBLE THE RATE AND RAKE 0 25 INCH TO 0 5 INCH INTO THE SOIL C MULCHING APPLICATION APPLY A MINIMUM OF 1 04 TONS OF CERTIFIED WEED FREE NATIVE HAY PER ACRE AND IN ACCORDANCE WITH SECTION 213 AND MECHANICALLY CRIMP IT INTO THE SOIL IN COMBINATION WITH AN ORGANIC MULCH TACKIFIER D SPECIAL REQUIREMENTS DUE TO HIGH FAILURE RATES HYDROMULCHING AND/OR HYDROSEEDING WILL NOT BE ALLOWED www tetratech corn LLZ OO LL F„ 1- O O Z �L 1- r1- L.L.H. L L.L. O 0 S U o_ DESCRIPTION 0 S SIMON CONTRACTOR'S INC STATE HIGHWAY 257 8 WCR 80 5 ROADWAY IMPROVEMENTS SWMP HIGHWAY 257 NOTES Protect No 1330175617001 Desgned By RCM Drawn By LAW Checked By MBS C-160 luier Bar Measures 1 inch 4445041 Pages 75 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO III M�FOf h' I ®'1d i ,IAl I�Ra r e � )�I faI III Copyright. Tetra Tech 10/8/2018 5 43 01 PM P \017561133-01756 17001\CAD 1SHEETFILES\HIGHWAY DESIGNIC 158 SWMP HIGHWAY 257 NOTES DWG - WEATHERL LAURA E D B A STORMWATER MANAGEMENT NOTES E SOIL CONDITIONING AND FERTILIZER REQUIREMENTS Soil conditioner paid for as Item 212- Soil Conditioning (Acre) Biological nutrient organic based fertilizer (Ibs/acre)* Humate (lbs/acre) Compost (cys/acre) (1/2 inch depth) 600 200 65 BIOLOGICAL NUTRIENT SHALL NOT EXCEED 8-8 B (N P K) HUMATE BASED MATERIAL SHALL BE IN ACCORDANCE TO SECTION 212 AND COMPOST SHALL BE IN ACCORDANCE TO SPECIAL PROVISION 212 D SPECIAL REQUIREMENTS DUE TO HIGH FAILURE RATES HYDROMULCHING AND/OR HYDROSEEDING WILL NOT BE ALLOWED E SOIL CONDITIONING AND FERTILIZER REQUIREMENTS F TRMIBLANKET APPLICATION ON SLOPES AND DITCHES REQUIRING A TRM AND/OR BLANKET THE TRM/BLANKET SHALL BE PLACED IN LIEU OF MULCH AND MULCH TACKIFIER SEE SWMP FOR BLANKET LOCATIONS G RESEEDING OPERATIONS/CORRECTIVE STABILIZATION PRIOR TO FINAL ACCEPTANCE 1 SEEDED AREAS SHALL BE REVIEWED DURING THE 14 DAY INSPECTIONS BY THE EROSION CONTROL SUPERVISOR FOR BARE SOILS CAUSED BY SURFACE OR WIND EROSION BARE AREAS CAUSED BY SURFACE OR GULLY EROSION BLOWN AWAY MULCH ETC SHALL BE REGRADED SEEDED MULCHED AND HAVE MULCH TACKIFIER (OR BLANKET) APPLIED AS NECESSARY AT NO ADDITIONAL COST TO THE PROJECT 2 AREAS WHERE SEED HAS NOT GERMINATED AFTER ONE SEASON SHALL BE EVALUATED BY THE ENGINEER AND CDOT LANDSCAPE ARCHITECT AREAS THAT HAVE NOT GERMINATED SHALL HAVE SEED MULCH AND MULCH TACKIFIER (OR BLANKET) REAPPLIED WORK SHALL BE PAID FOR BY THE APPROPRIATE BID ITEM 3 THE CONTRACTOR SHALL MAINTAIN SEEDING/MULCH/TACKIFIER MOW TO CONTROL WEEDS OR APPLY HERBICIDE TO CONTROL WEEDS IN THE SEEDED AREAS UNTIL FINAL ACCEPTANCE 10 PRIOR TO FINAL ACCEPTANCE A FINAL ACCEPTANCE SHALL BE IN ACCORDANCE WITH SUBSECTION 208 10 11 TABULATION OF STORMWATER QUANTITIES A BMP MAINTENANCE SHALL BE PAID FOR AS INCLUDED IN THE COST OF THE BMP DEVICE B MAINTENANCE OF SEEDED AREAS SHALL BE PAID FOR AS INCLUDED IN THE PRICE OF THE WORK IT IS ANTICIPATED THAT ADDITIONAL BMPS AND BMP QUANTITIES NOT SHOWN ON THE SWMP SITE MAPS SHALL BE REQUIRED ON THE PROJECT FOR UNFORESEEN CONDITIONS AND REPLACEMENT OF ITEMS THAT ARE BEYOND THEIR USEFUL SERVICE LIFE SEE SUBSECTION 208 03 AND 208 04 (E) QUANTITIES FOR ALL BMPS SHOWN IN THE TEQ ARE ESTIMATED AND HAVE BEEN INCREASED FOR UNFORESEEN PROJECT CONDITIONS MINIMUM WATER VELOCITY (VEGETATED) TO RESIST AGAINST EROSION SHALL BE 18 FT/S Z 00 1- O 0 Z 'r'^^ vJ go O U 0 U N 30h DESIGN PLANS SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 80 5 ROADWAY IMPROVEMENTS SWMP HIGHWAY 257 NOTES Pro)ecl No 13301755 17001 Desgned By RCM Drawn By LAW Checked By MBS C-161 lemsciernsJ Bar Measures 1 inch 4445041 Pages 76 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly KopppeeS,, Clerk kgand Recorder, Weld County, CO !I! 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R:67W CACTUS HILL RANCH CO SCALE: HORIZ: 1"= 50' VERT: 1"= 5' —u /v 0 m r m ci ^1 l I C) rn m N r_ Z m STA OFF:3 01 O 0 O 01 031 01 01 O N U1 O 01 O O O O O .�,TjHLINE STA 0+00 4U'K I c O O 0 tif + i T. O M www,tetratech,com Wo1 e- C) a)CN- WON.. Er 0 Uc co tt O V - n E>0CN2 g O N 0 0 ai 2 00 LL OD Z tr. (7 ftz o O U >- co 2 U DESCRIPT ION 30% DESIGN PLANS W O CC 2 SIMON CONTRACTOR'S INC. STATE HIGHWAY 257 & WCR 80.5 ROADWAY IMPROVEMENTS CROSS SECTION LOCATION z a J 0 Project No.: 133-01756.17001 Designed By: RCM Drawn By: LAW Checked By: MBS 4445041 Pages: 77 of 107 11/08/2018 11:43 AM R Fee:$0.00 Carly Koppes. Clerk and Recorder. Weld County; CO C-200 J Bar Measures 1 inch Copyright Tetra Tech ICI NrA:4 (V Ir �� £� 4 J1'1 ►'h �I �� i 10/8/2018 5 44 36 PM P 101756\133-01756 17001\CAD\SHEETFILES\HIGHWAY DESIGN\C-201 SECTIONS STATE HIGHWAY 257 DWG- WEATHERL LAURA E D C B A 5100 5098 5096 5094 5092 5090 5088 5086 5084 10+50 00 O I I FINISH GRADE (TYP)' /1 I / EXST GRADE (fYP) 2 96% I I I , EXST 4 ASBESTOS CEMENT NWCWD PIPE I I 508250 -40 -30 -20 -10 0 10 20 30 40 50 60 11+00 00 - 5100 5098 5096 5094 5092 5090 5088 5086 5084 70 5082 5102 5102 5100 5098 -- - 2' I LL,n LL.. 5096--- — -- - — ow oW I I 5094 .I .•-• l„. I EXST GRADE 5092 = _ - -' / TO_ _' i -I 5090 5088 5086 — - - 5084 — -- 5082 ----- 5080 5a R401STRUCTURAL FILL FINISH GRADE (TYP) I � EXST4 ASBESTOS EMENT NWCWD PIPE) I I I 0 -7 - -5100 - 5098 ,/ -5096 - - 5094 - 5092 - - 5090 5088 - - 5086 I I - - - -1 --- - - - - 5084 I I I I - - 5082 I I 5080 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 0 10 20 SCALE 1 =20 www tetratech corn LL Z O 0 LL O D Z 12 I_ Q Z :z 0 0 U a 30Y DESIGN PLANS a O SIMON CONTRACTOR'S INC SECTIONS STATE HIGHWAY 257 Protect No 133-01756 17001 Designed By RCM Drawn By LAW Checked By MBS C-201 Immcmamml Bar Measures 1 inch 4445041 Pages 78 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Wela County, CO CopynghL Tetra Tech III 10/8/2018 5 44 42 PM - P \01756\133 1756-17001\CAD\SHEETFILES\HIGHWAY DESIGN\C-201 SECTIONS STATE HIGHWAY 257 DWG - WEATHERL LAURA E D C B A 2 3 4 5 6 5102 _ - 5100 _ 5098 5096 - 11+50 00 -7 cq l() El / / 5094 - + /I 1--- I 5092 =. - - 1 - - -- EXST GRADE -7 --- 5090 -- -- - - +- 5088 5086 -,- 5084' -- - 5082 I -50 -40 5104 II (TYP) I I I I II I �� 1 2 18% R4O STRUCTURAL FILL FINISH GRADE (TOP) I w-`--� '- 2OO%-_- s_ o a / - 5102 5100 -- 5098 w � '---- 5096 \/ 5092 1 - r---- - -- - -----H .---5090 a — J — — — 5088 _1- - - 5086 - I EXST4 ASBESTOS CEMENTNWCWD PIPE , I I i I � I I -30 -20 -10 0 10 12+00 00 5102 5100 - - I J� mN 5098 - ---- 5096 - 5094 ---- -= 5092 5090 5088 5086 - 5084 --- �- - - - - - -a _ 5082.50 -40 -30 -20 aJ OW I O u. / EXST GRADE (iy) _ - L- R4O STRUCTUTRAL FILL r i 20 30 40 50 60 70 80 -" I I rm° w-mo GN N I I LLN LL" LL O W O W O46%__O_�- 200% � I I [ I I I ) L t I FINISH GRADE (TYP) EXST 4 ASBESTOS CEMENT NWCWO PIPE 0J/ 2OO2OO yu //'1 - �/ - -- ; -- --- 5094 5084 5082 5104 -- 5102 5100 -- 5098 -- 5096 J - 5092 __-- -- - -r----- 5090 - 5088 - --r ---- 5086 -10 0 10 20 30 40 50 60 - - - - 5084 70 80 90 5082 O 10 2O L - SCALE 1 =20 00 IL 0= Z I— I— LL (1 Q Z D00 m a 30% DESIGN PLANS FW- 0 SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 80 5 ROADWAY IMPROVEMENTS Project No 13301756 17001 Designed By RCM Drawn By LAW Checked By MBS C-202 4445041 Pages 79 of 107 11/08/2018 11 43 AM R Fee $0 00 Cal ly Koppes, Clerk and Recorder, Weld County, CO `IIIrPalk�� l�f1 � IJNWM% NMI Bar Measures 1 inch Copyright Tetra Tech 10/8/2018 5 44 48 PM P \01756\133-01756 17001\CAD\SHEETFILES\HIGHWAY DESIGN \C 201 SECTIONS STATE HIGHWAY 257 DWG - WEATHERL LAURA E D C B A 5106 - _ { 12+50 00 { 5104----r 5102- 5100 5098--- - 5096 - - - EXST GRADE 5094 - --(TYP) - -(TYP) LL 5092 - - 5090 - - 5088--- --H - - i 5086 - - - I 5084--50 -50 -40 -30 -20 5104 2 00% R40 STRUCTURAL FILL 1- - FINISH GRADE (TYP) EXST 4 ASBESTOS CEMENT NWCWD PIPE -10 _ I O o --200%- OW 0 10 20 30 40 50 60 70 80 13+00 00 5102 - -- - { - I 5100- I - 5098 - - , I EXST GRADE - - (TYP) 5096 - ;- - - I I 5094---- 1 5092 --- 5090 -- 5088 5086- - 5084 50 vi --047% - O w -i j 200% I I R40 STRUCTURAL FILL I I EXST 4 ASBESTOS CEMENT NWCWD PIPE I I t FINISH GRADE (TYP) - 5106 5104 — 5102 - '-5100 5098 — 5096 — — 5094 5092 - — 5090 - 5088 - 5086 90 5084 5104 --� Via¢ 5102 o"q cLou— 5100 2 00% -40 -30 -20 -10 0 10 20 30 40 50 60 70 ' - 5098 -- 5096 - 5094 - 5092 - 5090 - 5088 - - 5086 5084 { 0 10 20 SCALE 1 = 20 E O m 0O LL 1- U O D Z u_U1 • z fYO 0 a, Z 0 U 304 DESIGN PLANS 0 a, SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 80 5 ROADWAY IMPROVEMENTS SECTIONS STATE HIGHWAY 257 Project No 133.01750 17001 Desgned By RCM Drawn By LAW Checked By MOO C-203 4445041 Pages 80 of 107 11/08/2018 11 43 RM R Fee $0 00 Carly Koppes, Clerk and Recorder Weld County, CO kemasiammessi Bar Measures 1 Inch Copynght Tetra Tech III kcifliVit OV6 SVP III 10/8/2018 5 44 54 PM P N017561133-01756-17001 \CAMSHEETFILES1HIGHWAY DESIGN\C-201 SECTIONS STATE HIGHWAY 257 DWG - WEATHERL LAURA E D C B A 2 3 4 5 6 5106- 1 5104 - 13+50 00 5102 -a O Ow 5100 - - - - - ----- - 5098 - ' EXST GRADE 5096 - -- - -- - i 5094 5092 -- - - 5090 - T 5088 - 5086 50 5106 -t- -T us —060% 200% R40 STRUCTURAL- FILL - k FINISH GRADE (n'P) 2 00% EXST 4 ASBESTOS CEMENT NWCWD PIPE � yy� -- _1 ;I 5106 - r-5104 NO o^g �ooLL 5102 O 5100 / - 5098 5096 -- 5094 - 5092 - 5090 - - -- 5088 -40 -30 -20 -10 14+00 00 10 20 30 40 50 60 70 5104-- -- - - - --- - 0 ° o 5102— a" LL " 5100 5098 I- EXST GRADE 5096 - - -- -- _ 5094-- - 5092 1- 5090 _ 5088 _ - -50 -40 (rYP) 0 f - - I I LL� w 030% to - R40 STRUCTURAL FILL I- T FINISH GRADE (TYP) EXST 4 ASBEST▪ OS CEMENT NWCWD PIPE 5086 5106 O • —;5104 cc a_ r ��Q--5102 200% OW - 5100 - - 5098 - - I------- 5096 - -- 5094 r -- - - - 5092 5090 5088 -30 -20 -10 10 20 30 40 50 60 70 00 � SCALE 1 =20 r E O g D O 0 0 Z L�L 1- 1 - LL < • O 0 z 0 C, 30% DESIGN PLANS SIMON CONTRACTOR'S INC STATE HIGHWAY 257 8 WCR 80 5 ROADWAY IMPROVEMENTS Project Na 133-017517001 Designed By. Drawn By Checked By RCM LAW MBS C-204 Bar Measures 1 Inch 4445041 Pages 81 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly KoppeS, Clerk and Recorder, Weld County, CO �IIIlevire 1414 9LwA%elli Ekit 11111 10/8/2018 5 45 01 PM - P \01756\133-01756 17001\CAD\SHEETFILES\HIGHWAY DESIGN\C 201 SECTIONS STATE HIGHWAY 257 DWG - WEATHERL LAURA 5108 - 5106 - 5104 - 5102 -- - 5100 =- 5098 - 5096 -- 5094 -- 5092 5090 50 5108 5106 5104 5102 5100 5098 5096 5094 5092 5090 14+50 00 \_ -I EXST GRADE (TIP) ) - 1 O G 0w 015% R40 STRUCTURAL FILL 0o —gym u)o LLO N I LL u, LL LL TI Ow nrii Ow FINISH GRADE (TYP) II i1. A _ _ EXST 4 ASBESTOS CEMENT NWCWD PIPE) I I 5108 -- - --5106 o - -5104 & 0- 200% - --- -5102 / - 5100 5098 - --- - 5096 -40 -30 -20 -10 0 10 15+00 00 20 30 40 50 60 70 80 O EXST GRADE (TYP) 0 O d - 072% R40 STRUCTURAL FILL T oO rn � LL d t 1 56% FINISH GRADE -15 _(TYP)1 EXST 4 ASBESTOS CEMENT NWCWD ' � - I N � W w 0 O .0 O a. 7,-)a J w -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 - — 5094 - 5092 5090 5108 - 5106 - 5104 / ' - 5102 - -5100 - - 5098 - - 5096 - - 5094 - 5092 5090 SCALE 1 =20 10 E O L : g i O O LL F, O � Z U) • Z LL o U UI z O U 30A DESIGN PLANS 0 SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 80 5 ROADWAY IMPROVEMENTS Project No 133-0175517001 Designed By RCM Drawn By LAW Checked By MOS C-205 la:a,I Bar Measures 1 inch 11 43Pages 11/08/2018 AM R Fee $0 00 Carly Koppplees, Clerk and Recorder, Weld County, CO Ill EIPf�klil'fr71� Ii ii i C riti 'f 19 t'g f 1�111�1 1 + r111111 Copyright Tetra Tech 10/8/2018 5 45 07 PM - P101756\133-01756-17001 \ CAD 1SHEETFILES\HIGHWAY DESIGN\C-201 SECTIONS STATE HIGHWAY 257 DWG WEATHERL LAURA E D C B A 2 3 4 5 6 5110 5108 5106 15+50 00 0 -- _ _r rn c__ Ow O 5104 ----- - yI - 5102 - - ) EXST GRADE (TYP) \ 1 5100 - - 5098 --- - i -- - 5096 5094 - - --- 5092 -50 -40 5112 5110 - 5108 - 5106 - - 5104 w 098% FINISH GRADE (TYP) R40 STRUCTURAL FILL , 2 18% _I EXST 4 ASBESTOS CEMENT NWCWD PIPE I I -- 4 LL - 5110 ---- 5108 I- 0 — —5106 1_ W --5104 - ---- 5102 ---5100 - --- 5098 - -- 5096 - - - - 5094 5092 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 16+00 00 0 EXST GRADE (TYP) 5102 - s- - - - EXST 5 CMP 5100 - -- - I--- - r - - - I , // 5098 ---I - - - - ----- I I EXST 4 ASBESTOS CEMENT NWCWD1PIPE1 I 5096-- -- i ---'------ - - - - -- - 1 - - I O w ry LL N Ow - Ow 10 c,1 `,21 FINISH GRADE (TYP) W Ow 078% 1 1 39% - 074% 5112 -5110 --- 5108 5106 5094 - -50 -r I I — 5104 5102 - 5100 5098 5096 5094 -40 -30 -20 -10 10 20 30 40 50 60 70 80 90 100 110 120 130 0 10 20 SCALE 1 =20 O O LL E 0 O Z cc LL Z cc0 0 0 m U z 0 U 305 DESIGN PLANS 0 0 SIMON CONTRACTOR'S INC Project Na 133-01758 17001 Desgned By RCM Drawn By LAW Checked By MBS C-206 ( 4445041 Pages 83 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO Bar Measures 1 inch Copynght Tetra Tech OHM 10/8/2018 5 45 13 PM - P \01756\133-01756 17001\CAD\SHEETFILES\HIGHWAY DESIGN\C 201 SECTIONS STATE HIGHWAY 257 DWG WEATHERL LAURA E D C B A 5114 51125110- 16+50 00 5114 I I I I ' - - I 5112 H I1- �' FINISH - 5110 INN - I •&,, ¢ 9-- GRADE - - -- o o m" 98 moo, I -G eo r"o (TMP)I� ------ LL"o LLJ' �� I U. LL" LLh i i --- _ - - 5108— oW OW oW ' ow OB-ow •, ---5108 I ,' 151% 22av / , 077% 5106 - 5106 - I I lTMPGRADE __ - - R40 STRUCTURAL FILL - --- -- 5104 EXST 12 RCP I I 5102-- --- _I 5100 - - - EXST 16 ASBESTOS CEMENT NWCWD PIPE 5098 - I 5096 1 -50 -40 -30 -20 -10 0 10 20 5116 17+00 00 IFt - - 5104 - 5102 - -5100 J ' - -- 5098 30 40 50 60 70 5096 I 5114- 5112- - -- - I 5110 - O 5108---- 5106- \ / 5104- - - - 5102 - --' - - I 5100- -- - 5098- -- 5096 - -50 -40 EXST GRADE (TIP) 0 ce J 0CC O , 1 00% / a �a«�.. _-w �.. r- f„e� 7 R40 STRUCTURAL FILL I ,i�%` ut n WI � LL LL -I o W FINISH GRADE - (TYP I ►� I EXST16 ASBESTOS CEMENT NWCWD PIPE 5116 la 5114 o la ce - I- -- — 5112 ow 5110 --5108 - 5106 - 5104 - --- 5102 - --5100 - - - - 5098 -30 -20 -10 10 20 30 40 50 60 70 80 90 100 5096 10 20 SCALE 1 =20 00 0 Z 1— 1- < Z 0 0 m 0 z O a U c? U' 0 SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 805 ROADWAY IMPROVEMENTS Pro;ecl No 133-01756-17001 Desgned By- RCM Drawn By LAW Checked By MSS C-207 4445041 Pages 84 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO III rid P. rAhViikiLigni INT MI i:ssaai Bar Measures 1 inch Copyright Tetra Tech 10/8/2018 5 45 20 PM P 101756\133 01756 17001\CAD\SHEETFILES\HIGHWAY DESIGN \C 201 SECTIONS STATE HIGHWAY 257 DWG-WEATHERL LAURA E D C B A 5116- 17+50 00 5114 --- I 5112 5110 5108-- 5106-- ----- i \/ 5104- - - - -- I 5102 ---; 5100----I 5098 -50 mg LL I OI - I i- -r- - I I i k / I EXST GRADE TYP) I R40 STRUCTURAL FILL T -- I c`os I �o I N 1 62% O W 5116 5114 5112 5110 - 5108 5106 5104 5102 5100 509850 -40 -30 -20 -40 -30 -20 -10 18+00 00 L i 0 - 5116 -- — n�'o — --5114 ?r LL a 1E. - - - - o w .1 200%- /} rd- i FINISH GRADE EXST16 ASBESTOS CEMENT NWCWD PIPE I ' i I 10 20 -- 5112 5110 5108 --} -- —5106 1 ------ 5104 — 5102 5100 5098 30 40 50 60 70 80 0 cc —V-/1- - / oW EXST GRADE (TYP) I I I 1 I I ' I � m , o ao LL 140% Ow R40 STRUCTURAL, FILL } FINISH GRADE I (TYP) 0 I I rcr_ C -I----r- vg ci_ P:: 5114 N Ix b. I OW -- I- F. - 5116 I , --r —11 EXST16 ASBESTOS CEMENT NWCWD PIPE 1 H — 5112 — -- —5110 — 5108 - r--- - ; - -- 5106 —a -- — — 5104 --�-----5102 I I --4 — 5100 -10 0 10 20 30 40 50 60 70 80 90 5098 0 10 20 SCALE 1 =20 www tetratech corn O 0 u- O n Z L: i a. ce0 p0 m z O en 0 90/. DESIGN PLANS 0 a SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 80 5 ROADWAY IMPROVEMENTS Project No 133-0175617001 Designed By Drawn By LAW Checked By RCM MBS C-208 Bar Measures 1 inch 4445041 Pages 85 of 107 11/08/2018 I��II11 4�3�j,AM�{�'RrI Fee �u $�0{�00 r p�� 1 Carly III eali illill ®� iii 111 1'liiff11�a1 1 7'�I Lf alk1 t ®III Copyright Tetra Tech 10/8/2018 5 45 26 PM P \01756\133-01756 17001\CAD\SHEETFILES\HIGHWAY DESIGN\C 201 SECTIONS STATE HIGHWAY 257 DWG - WEATHERL LAURA E D C B A 5116 - 5114- - 5112 5110 --- - - 18+50 00 5108 - 5106 --- 5104 - ---- 5102 - 5100- - 5098 5116 Ow EXST GRADE (TYP) -50 -40 -30 -20 -10 5114- -- - O LL N 5112- ±_o - OE LL Ow 5110- ��.�I -I - 5108 --\\I-1 - ---j `�P) GRADE ' 5106 -- _i____ ___i_ I 5104 - - --- - - i - i 0- 200% - R40 STRUCTURAL FILL _ FINISH GRADE_ (TYP) I � I - EXST 16 ASBESTOS CEMENT NWCWD PIPE 0 10 20 30 19+00 00 5102- 1 - -- 5100 --- - 5098-50 -40 2 00% R40 STRUCTURAL FILL_ 40 50 o _ CC 0- FINISH GRADE (TYP) /IV I EXST 16 ASBESTOS) _ CEMENT NWCWD PIPE I - 5116 m O T 5114 Ow 5112 r- - - 5110 - 5108 5106 5104 5102 5100 60 70 80 90 5098 ° 5116 12 0- r- O - - --- 5114 - 5112 (r -----5110 - -r -30 -20 -10 0 10 20 30 40 50 60 70 80 - 5108 5106 - 5104 - - 5102 - 5100 90 5098 0 10 -- 20 SCALE 1 =20 O 0 LL o j H U 7N��y z LL Q Z Q OO m a, DESCRIPTION 30% DESIGN PLANS a` 0 SIMON CONTRACTOR'S INC STATE HIGHWAY 257 8 WCR 80 5 ROADWAY IMPROVEMENTS n u) z 0= I— O = Protect No 133-01756-17001 Desgned By Drawn By LAW RCM Checked By MBS C-209 `immarirmsslmel Bar Measures 1 inch 444504 2018 11 43gAMes R Fe85 of 107 e ee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO IIIPAM rIII Copynght Tetra Tech 10/8/2018 5 45 32 PM - P \01756\133-01756-17001\CAD\SHEETFILES\HIGHWAY DESIGN\C 201 SECTIONS STATE HIGHWAY 257 DWG WEATHERL LAURA E D C B A 1 2 3 4 5 6 5118- 19+50 00 5116 -- - 5114 - O 5112- 5110- -,,� EXST GRADE 5108 - -- - --(NP) 5106 5104- -- ' 5102- - 5100 50 5118- - V N LL N Ow 2101, O W R40 STRUCTURAL FILL cLec ce ' oa o --- -- -- -- -- - - - - FINISH GRADE —I-- ; (TIP) I I — - j — I - 5118 -- 5116 W — 5114 — 5112 �tl ' t ' t{ I EXST16 ASBESTOS CEMENT NWCWD PIPE I I 1 I I - 5110 - -5108 -5106 - - 5104 - --I -- -- 5102 -40 -30 -20 -10 0 10 20 30 40 50 20+00 00 60 ' 70 80 so 5100 5116----�---- '— J 0"I MN C) I F2- '.-LL w 5114— -- -- a �� ow Ow 5112-- — 5110 ! EXST GRADE , '- (TYP) -- r 5108 -- 5106 - - 5104-- - 5102--- 1 5100 50 -40 -30 -20 -10 178,5 O 0 - R40 STRUCTURAL FILL 2 00% FINISH GRADE (TYP) I I , I I I I I 1 I I T 16 ASBESTOS I EXS -CEMENT NWCWD PIPE - I I I I 1 f 0 20 30 40 3 O ce a 0 W J 0 - 5118 5116 - 5114 - 5112 - 5110 5108 - 5106 ---5104 5102 50 60 70 80 5100 0 10 20 SCALE 1 =20 www tetratech corn • z O O I- O O � Z 0• O U, z 0 U, N 0 30% DESIGN PLANS 0 SIMON CONTRACTOR'S INC STATE HIGHWAY 257 8 WCR 80 5 ROADWAY IMPROVEMENTS N- to CO O= F O W= COW Projectile 133-0175617001 Designed By RCM Drawn By Checked By MBS LAW C-210 4445041 Pages 11/08/2018 11 43 AM R Fee $0 00 Carly Koppel, Clerk and Recorder, Weld County, CO 111 P�rMi� a'+e'�4�l limslammacs1 Bar Measures 1 inch ( 10/8/2018 5 45 39 PM P \01756\133-01756 170011CAD\SHEETFILES\HIGHWAY DESIGN\C 201 SECTIONS STATE HIGHWAY 257 DWG - WEATHERL LAURA E C B A 5120 20+50 00 I 1 I 5118 -- - - -- 5116--- ---ox ----- - � Nm l - -- - �� y n LL n LL LL O W LL 5114-- -I---- ' - - W O... 5112----;- -\ EXST GRADE 1 I ' FYI.)1 y R40 STRUCTURAL FILL 1 .a 1 --r FINISH GRADE — ITvP) 5110 5108-- -r 5106 5104 - - 5102 50 5120 -40 -30 L_//t EXST 16 ASBESTOS CEMENT NWCWD PIPE - -- - 5120 — — 5118 cc a a o O lu 0- H------ 5116 - 5114 -20 -10 0 10 20 30 40 50 60 70 80 21+00 00 5118 - - --' --- - 0 5116----- -I 5114 -1�, r 5112 5110------ 5108- - 5106 --- 1 EXSTGRADE (TYP) -• T R40 STRUCTURAL -FILL` -- -- EXST 16 ASBESTOS CEMENT NWCWD PIPE I � I 5104 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 - - 5112 -- 5110 5108 -- 5106 --5104 5102 5120 I� f c Ko �- 1 —5118 'a o O rN ALLlt EE LL� lt ow -T - - —5116 5114' 41 — —' — — 5112 5110 5108 - - - 5106 70 80 5104 0 10 20 - SCALE 1 =20 E 8 d g F 00 LL 0 Z COI H � < Z QO O C DESCRIPTION 30% DESIGN PLANS SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 80 5 ROADWAY IMPROVEMENTS POleet No 133-01755 17001 Designed By RCM Drawn By LAW Checked By MBS C-211 4445041 Pages 88 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County CO Mill gird 3fra ' 'AILi'III b_� Bar Measures 1 inch Copynght Tetra Tech 10/8/2018 5 45 45 PM - P \01756\133-01756-17001\CAD\SHEETFILES\HIGI-IWAY DESIGN\C-201 SECTIONS STATE HIGHWAY 257 DWG - WEATHERL LAURA E D C B A 5120 5118 21 +50 00 5116 — F -I 1 I- N N N 1 N d LL OW LL _ _ 4 —_ II 1 5114 ---- —L—ti»- 5112--- EXST GRADE (TYP) ;— R40 STRUCTURAL FILL Ff NISH GRADE (YYP) 5110 -1- - ---I--- -- )- - t _ jr J_ I _ 1 1 cr 00% - I i , 5108 I I ; EXST 16 ASBESTOS CEMENT NWCWD PIPE 5106 --- - - - - _ - __._-_- -_ _ _ --_ -- - - -; - _ - - 5104-50 5122 5120 - 5118 - 5116 5114 5112 5110 5108 5106.50 5120 - 5118 N d ^ N LL OW I - - 5116 4 ---- 5114 1 -- i • -1 -----5112 5110 - - 5108 - - -5106 5104 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 22+00 00 LL 169% — 7 ---r----- - -� R40 STRUCTURAL FILL EX$T GRADE (TYP) 2 00% EXST 16 ASBESTOS CEMENT NWCWD PIPE -40 -30 -20 -10 0 10 20 30 FINISH GRADE 1NP) 40 0 0 5122 - - 5120 - 5118 --- 5116 - 5114 - 5112 --5110 - 1--- - ------ - -- 5108 I I I i 50 60 70 80 - 5106 10' 20' III SCALE 1 =20 E U 5 13 Z O O O � Z (!) <u Z fYO 0 m U ci DESCRIPTION 30% DESIGN PLANS 0 a SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 80 5 ROADWAY IMPROVEMENTS Project No 133-01750 17001 Designed By RCM Drawn By LAW Checked By MOO C-212 Bar Measures 1 inch 4445041 Pages 89 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO VIII KPI Ki INTITPb likieraa hrgZiaP ®I III CopynghL Tetra Tech 10/8/2018 5 45 52 PM - P \01756\133-01756 17001\CAD\SHEETFILES\HIGHWAY DESIGN\C 201 SECTIONS STATE HIGHWAY 257 DWG -WEATHERL LAURA E D C B A 2 3 4 5 6 5122 22+50 00 I i J J 5120 — °o — „ R ---„ ' 5118— aw i LL —--- o �� 7�/ EXSTGRADE_ 5116 — /I\ (TYP) / II 5114 - - -- rt ----- I -- - - 5112- -- --1- 5110 -- -- - -- 5108-- ---- 5106 y EXST16 ASBESTOS ------ Kc ,rr;„„ R40 STRUCTURAL FILL -- I FINISH GRAD (TYP) S - _/ v T CEMENTNWCWD PIPE 0 N ^ 47Y, _---- - 74.312 n- LL OW 200% �_'LLJ o w 'r w ' 4 LL 1 5122 - — 5120 w — 5118 - - 5116 -50 -40 -30 -20 5124 5122 - 5120 - 5118 -- 5116 - - 5114 -- 5112- 51105108 --- 5106-50 -40 -10 0 10 20 30 40 50 60 23+00 00 70 80 - — 5114 — 5112 — 5110 —' 3108 5106 0 IY EXST GRADE (TYP) --1 200/ -a - R40 STRUCTURAL FILL � � I FINISH GRADE iY W 0 tn'Pl EXST 16 ASBESTOS-' - CEMENT NWCWD PIPE- --- - - - 5124 --- 5122 — 5120 — 5118 -30 -20 -10 0 10 20 30 40 50 60 70 80 --5116 - — 5114 --- 5112 -- 5110 — 5108 5106 0 10 20 SCALE 1 =20 c Z O 0 u- ia O n Z - H LL � Q Z no m cc z 0 F cc 0 0 30,5 DESIGN PLANS 0 SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR BO 5 ROADWAY IMPROVEMENTS SECTIONS STATE HIGHWAY 257 Protect No 133-01756-17001 Designed By RCM Drawn By LAW Checked By MBS C-213 4445041 Pages 90 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO �fV,WilliZINNYMEINAIRirdiA 1Iill Isa=msl Bar Measures 1 inch Copynght Tetra Tech 10/8/2018 5 45 58 PM P101756\133-01756-17001 \CAD \SHEETFILES \ HIGHWAY DESIGN\C 201 SECTIONS STATE HIGHWAY 257 DWG - WEATHERL LAURA E D C B A 5124 5122-- 5120 --- - 5118- 23+50 00 � I I _.1 5116 - __ Il _ _ _ EXST GRADE - - _ - _ -- - (TYP) 5114 - 5112 - 5110- - 5108 -50 5124 5122 5120 5118 5116 .."-%" i 5114 5112 5110 510850 -1- LL 118% Ow 2 00% R40 STRUCTURAL FILL _ FINISH GRADE (TYP) i i I EXST16 ASBESTOS J CEMENT NWCWD PIPE -40 -30 -20 -10 0 10 20 30 40 50 24+00 00 L 3 I -gym w, 0 Ow d Ow 61 5124 - - 5122 - - -5120 - 5118 60 70 80 - - — 5116 ----5114 -- 5112 - ---5110 5108 O I- LL 8 I- LL b I 1 68% O w I_ EXST GRADE I I I (TYP) R40 STRUCTURAL FILL - __L EXST15,RCP I I I -t EXST 16 ASBESTOS) CEMENT NWCWD PIPE 1- c cc -o r FINISH GRADE (TY?) I I I 51 Q W 5124 - - 5122 - 5120 - --- - - 5112 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 5108 10 20 - .-- SCALE 1 =20 O O u -O ia O � Z H H u CC• O O U LU 0 U O 30% DESIGN PLANS a 0 a SIMON CONTRACTOR'S INC STATE HIGHWAY 257 &WCR 80 5 ROADWAY IMPROVEMENTS PmjectNo 133-0175517001 Designed By RCM Drawn By LAW Checked By MBS C-214 0/04Pa2018 11 43g 91 of 107 11/es AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO III Prdfiliki Ng IMAMFig+ MI III ismeamerexciameccd Bar Measures 1 inch Copynght Tetra Tech 10/8/2018 5 46 04 PM - P101756 \ 133-01756-17001 1 CAD \ SHEETFILES \HIGHWAY DESIGN\C-201 SECTIONS STATE HIGHWAY 257 DWG WEATHERL LAURA E D C B A 1 2 3 4 5 6 5126 - _ 24+50 00 5124 ---- - 5122 -- 5120 0 cc LL , ow 5118-- - ' ,\ / EXST GRADE (TYP) 5116 --'- - 5114 5112 5110 5108 -50 5126 5124 rt I o:o ‘0 2; ow ow`n 200% L R40 STRUCTURAL FILL _ _ f II EXST 16 ASBESTOS — CEMENT NWCWD PIPE FINISH GRADE _(TYP) a�,, ate; 5122 5126 --- 5124 w 5120 - - 5118 - 5116 - 5114 - - - 5112 - - - 5110 5108 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 25+00 00 5122 — 0 5120 — O I ,'I I . 1 I 5118 ▪ .' \,-EXST GRADE 5116— i'— -' - --- — — 5112 5110 — 5108 _ -50 278% LL 200% I R40 STRUCTURAL FILL FINISH GRADE (TYP) - —+I I 3 O 4 Izm F; 0- h O N m n a LL EXST16 ASBESTOS CEMENT NWCWD PIPE I I -40 -30 -20 -10 0 10 20 30 ) T 31 5126 5124 -5122 - 5120 -- 5118 5116 -- 5114 - 5112 I - 5110 I I 40 50 60 70 80 5108 0 10 20 1I - SCALE 1 =20 E U O 0 LLj O aL r1-^ r U VJ aZ IYO • O S K z O a U 5 u S ❑ SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 80 5 ROADWAY IMPROVEMENTS N- U) N >- Z O= �LU co Proled No 13&0175617001 Designed By RCM Drawn By LAW Checked By MBS C-215 4445041 Pages 92 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO 5 III IRMLOPaRbliM XIII ihnh ilvi1 111 III Bar Measures 1 inch 10/8/2018 5 46 10 PM P \01756\133-01756-170011CAD\SHEETFILES\HIGHWAY DESIGN\C 201 SECTIONS STATE HIGHWAY 257 DWG - WEATHERL LAURA 2 3 4 5 6 5128- 1 5126 — 5124 OWl 5122-- - cc 5120— ''- 25+50 00 5118 EXST GRADE / \ / (TYP) \/ 5116 - 5114- -- 5112-- 5110 - - 5108 -50 o LL N 174% Ow 2 00 R40 STRUCTURAL FILL o r - FINISH GRADE - (NP) EXST 16 ASBESTOS CEMENT NWCWD PIPE _ - 5128 - 5126 - - 5122 5128 5126 - -- 5124 - 5122 - 5120 - - - -40 -30 -20 -10 0 26+00 00 10 20 30 40 50 60 70 80 -- 5120 - 5116 - -- 5114 - 5112 - 5110 5108 O ICC 5118-.'" I - 1) 5116 -- 5114 ----- 5112 --- 5110 - -50 --l__ EXST GRADE (NP) ul 1 7 R40 STRUCTURAL FILL I EXST16 ASBESTOS CEMENTNWCWD PIPE 0 no a PI oN � p FINISH GRADE (TYP) A O 5128 ----5126 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 - 5124 ---5122 - -5120 - - 5118 -- 5116 - - 5114 -- 5112 - 5110 0 10 20 SCALE 1 =20 u z Ib www tetratech corn won 551 r[3- cUn E i co En mss O 0 u- i. O O � Z I— ~ LL � Z 0 0 30% DESIGN PLANS a SIMON CONTRACTOR'S INC STATE HIGHWAY 257 8 WCR 80 5 ROADWAY IMPROVEMENTS Project No 133-01756 17001 Designed By RCM Drawn By LAW Checked By. MB6 C-216 Isemd Bar Measures 1 inch 4445041 Pages 93 of' 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO III EtiIalliViN% Iligilifiral.:40/Mlartmki, ®I III Copynght Tetra Tech E 0 C B A 2 3 4 5 6 5128 5126 - - 5124 - - 5122- - - 5120 -- 26+50 00 Owl EXST GRADE /I i (TYP) III 5118 5114-- 5112 5110 50 -40 -30 -20 -10 0 10 20 1 66% _ I I R40 STRUCTURAL FILL EXST 16 ASBESTOS - CEMENT NWCWD PIPE FINISH GRADE — (TYP) _4 1 I K I o IR.— r FI a 1 N O 8; a I ad ow ow— - --- --- ---- ----5122 - - — 5120 5128 — 5126 --- 5124 5118 -- 5116 - - - 5114 5112 5110 5130 _ 5128 — 5126— 5124— - o -- 27+00 00 30 40 50 60 70 80 5122 --- I- j y N e N !I ON ow owi ow 201% EXST GRADE i I (TYP) I 5120 — ��I1 - I I 5118---- T- - - ---- -20 — r — 2 00% R40 STRUCTURAL FILL FINISH GRADE - — — _ -(TYP) EXST16 ASBESTOS CEMENT NWCWD PIPE _ a 5130 — 5128 - — 5126 — 5124 --I--- -------= 5122 - — 5120 - -- —5118 — 5116 5114 I I -50 -40 -30 -10 0 10 20 30 40 50 60 70 80 5112 0 10' 20' SCALE 1 =20 E U d U 00 u- ia 0 O= Z �- H Z cc p0 m S z 0 S 5 N w 0 30,6 DESIGN PLANS a SIMON CONTRACTOR'S INC STATE HIGHWAY 257 8 WCR 80 5 ROADWAY IMPROVEMENTS N- U.) N z > 017 0 W = CI)W C/) Project No 13301756-17001 Sesrgned By RCM Drawn By LAW Checked By MBS C-217 4445041 Pages 94 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, p CO 11:1 IDi�allil llol l'� ilyiI III Lccozzl Bar Measures 1 inch Copynght Tetra Tech 10/8/2018 5 46 23 PM - P \01756\133 01756 17001\CAD \SHEETFILES\HIGHWAY DESIGN\C 201 SECTIONS STATE HIGHWAY 257 DWG WEATHERL LAURA E D C B A 1 5130 2 27+50 00 3 4 5128— - i --^ - N LL 5126 ow___ti� ow O 5124- /-- 5122 - -. I � EXST GRADE (TYP) 5120 - -It- 5118 - --- _ 5116---- - 5114- - 5112-50 -40 5132 _ -I- R40 STRUCTURAL FILL FINISH GRADE I(TYP) _ EXST16 ASBESTOS I CEMENT NWCWD PIPE I 1 ow ow 5130 — 5128 I -- 5126 — 5124 ----5122 -30 -20 -10 0 10 20 30 40 50 60 70 80 28+00 00 - -- 5120 -- 5118 — 5116 — 5114 5112 5130— - - I 5128---- -- - 0 5126 — 5124 — 5122 / / / / I )�EXST GRADE 5120 / / mP)- LL O W 5118-- 5116 - 5114 ------ -- - 5112-50 -40 8 N_ LL� OW -r- IY C) r O OI W 2 00% - oI- LL w O R40 STRUCTURAL FILL - FINISH GRADE "_ - ---r- -- (TYP) EXST16 ASBESTOS CEMENT NWCWD PIPE 5132 - 5130 -- 5128 - 5126 - - -- , - - - 5124 -- - -- - -5122 - 5120 --5118 - - --5116 - - 5114 -30 -20 -10 0 10 20 30 40 50 60 70 80 5112 5 I 6 0 10 20 I� SCALE 1 = 20 www tetratech corn O 0 LL O n Z H � LL 07 • Z cc0 p O U 30% DESIGN PLANS SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 80 5 ROADWAY IMPROVEMENTS SECTIONS STATE HIGHWAY 257 PnnectNo 133-01756 17001 Cesgned By RCM Drawn By LAW Check r I- ed By MBS c C-218 4445041 Pages 95 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO VIII 111@1114, kin:NUE:As ail ®I III laceneril Bar Measures 1 inch 10/8/2018 5 46 29 PM - P \01756\133 1756-17001\CAD\SHEETFILES\HIGI-NVAY DESIGN\C-201 SECTIONS STATE HIGHWAY 257 DWG WEATHERL LAURA C 5132 - 5130 5128 5126 / I/ 5124----'- 28+50 00 I n I mNl l Ora Owl 5122 —� ( �— EXST GRADE _ _ i I I (TYP) I i 5120- -J- - 5118--- -{- - - - l i-1 EXST16 ASBESTOS I l 5116 - -- -- - CEMENT NWCWD PIPE- { t 5114 - - } i - +-- j- ; - - r -- --� ccI - I ra nm C ;N b ow cm ----5126 — — — 5124 5112.50 5132 R40 STRUCTURAL ALL - FINISH GRADE (TM) 5132 - 5130 5128 - 5122 - -5120 - - 5118 - 5116 -- - 5114 5112 -40 -30 -20 -10 0 10 20 30 40 50 60 29+00 00 70 80 i 5130-- - -- '� O ow LO - 5128 o W o — 5126-- 5124 5122 5120 5116 5114-50 _/ I I li _ _ __EXST GRADE FYI.) I I I }- a m F- �m—-_-p^ �N _L - Q i0 01 N - N N d N LL N LL N N N 'N OJ rLw R FYI t O W O W tL N I O J LL N ow z� — "i od o R40 STRUCTURAL FILL FINISH GRADE I (-rep) I ' I EXST16 ASBESTOS CEMENT NWCWD PIPE - r -] - ---;-- - --5124 I - 5132 --5130 - 5128 - ---5126 -- 5122 5120 - " - ----- 5118 5116 -40 -30 -20 -10 10 20 30 40 50 60 70 80 5114 0 10 20 SCALE 1 =20 E U U O 0 u -O O � Z < Z cCO 0 0 m DESCRIPTION 30A DESIGN PLANS a O a SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 80 5 ROADWAY IMPROVEMENTS N- z� Q _ O L I co Prolec[No 133-01756-17001 Desgned By Drawn By RCM LAW Checked By MOB C-219 4445041 Pages 96 of 107 11/08/2018 11 43 AM R Fee $0 00 County, CO Carly Koppes Clerk and Recorder,111 P7411: VIM 5 III Bar Measures 1 inch Copyright Tetra Tech 10/8/2018 5 46 36 PM - P \01756\133-01756 17001\CAD\SHEETFILES\HIGHWAY DESIGN \C-201 SECTIONS STATE HIGHWAY 257 DWG WEATHERL, LAURA E D C B A 2 3 4 5 6 5134 I I 5132------�---; J 5130 I agi ZE LL Ow 5128 ------ - P--- -- ---- /- / I' 5126-----I / ' i EXST GRADE Cn'P) 29+50 00 5124 _ - —I III ; I 5122— -- - - I 5120 --- I 5118 -- 5116------- 5114 50 5134 :`,e; I R40 STRUCTURAL FILL I_- I FINISH G�2ADE --'.- - _ ' (TYP) i I "r-- -_ --I- EXST 16 ASBESTOSJ CEMENT NWCWD PIPE -40 -'30 -20 -10 30+00 00 10 20 1 5134 5132 — 5130 --� - —5128 _--- 5126 - - --- 5124 -I- I I ( 30 40 50 60 70 80 5122 -- 5120 - — 5118 -- 5116 5114 5132 --- I 5130 ---- o -- cc 5128 --- I 5126 --- , EXST GRADE ,_ 1 (TYP) �" I I I if �I 5124 --H I 5122----- 5120 5118 5116-50 -40 I -30 I I- I I LL � I ow OW --200% R40 STRUCTURAL FILL 7 - FINISH GRAD (TYP) I I LL Ow 0 J -i- 1 I - EXST16 ASBESTOS CEMENT NWCWD PIPE i c,I mN t v�I \' o H-- - T - =--- 5126 i crr 0 0 w 5134 ---- 5132 Kn c� — -- —5130 � � ow - —5128 5124 -- 5122 1-- + — —5120 5118 5116 -20 -10 0 10 20 ,30 40 50 60 70 80 I I 10 I 20 SCALE 1 =20 e U 0 • Z O O O n Z ce u Q Z QO z O N 30 A DESIGN PLANS 0 SIMON CONTRACTOR'S INC STATE HIGHWAY 257 &WCR BO 5 ROADWAY IMPROVEMENTS Project No No 133-01756 17001 Deegned By RCM Drawn By LAW Checked By MBS C-220 4445041 Pages 97 of 107 11/08/2018 11 43 RM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO Immemrl Bar Measures 1 inch A ®III IINCI a®i,IIFi r1� PMIIR f6nh liAlan� LliI L ®III 10/8/2018 5 46 42 PM - P \01756\133 1756-17001\CAD\SHEETFILES\HIGHWAY DESIGN\C 201 SECTIONS STATE HIGHWAY 257 DWG- WEATHERL LAURA E D C B A 2 3 4 5 6 5136 5134 5132 5130 5128 5126 5124 30+50 00 I ON J ! n I LL N I N J .e I'd' No OW N, LL J h NI wl Ow OW O o 140% EXST GRADE ---! I.I (TYP) 5122 5120 5118 5116 50 5136 - 5136 --5134 - 5132 5130 -- - I - ----- - -- 5128 -- ----- 5126 ------- 5124 — - - ---- 5122 5120 I I I - - -FINISH GRAD R40 STRUCTURAL FILL j ESTOS1i - B) CEMENTEXSTNWCWD16ASPIPE I { - ' --- - - I -- -5118 I� I -40 -30 -20 -10 0 31+00 00 10 20 30 40 5134- ---- 5132 - - ro 5130 -- --�-1 --- I -------I , , 5128 , r -c.....'"-EXST j GRADE I - - ITVP r 5126 5124 5122- , 5120 -- 5118.50 -40 I - EXST 16 ASBESTOS CEMENT NWCWD PIPE I I I I I I 50 60 70 80 5116 5136 — ---I- — —i- - I -- - --- -- 5134 0 c a i —5132 215% O I CL. I -`\\ I 1 5130 CC FINISH GRADE (TYP) 1 r 11\-i -----------�---- 5128 ----r --5126 - - 5124 I -- -- --5122 r - 5120 5118 -30 -20 -10 0 10 20 30 40 50 60 70 80 10 20 SCALE 1 =20 E U m 32 I V z 00 1= O ZH 1- L� u_ vJ Q Z cc 0 m 0 z o_ 1 U N O 30% DESIGN PLANS SIMON CONTRACTOR'S INC STATE HIGHWAY 257 &WCR 80 5 ROADWAY IMPROVEMENTS CV CV O L.(1 U) Project No 13&0175517001 Designed By RCM Drawn By LAW Checked By MBS C-221 Bar Measures 1 inch 41 es of 107 0 11 43 ga AM R 11/08/2018 Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO NI III Copynght Tetra Tech E D C B A 5114 5116 -- 5114 EXST GRADE 5112 (TYP) -i 5110 -- 5108 -- - I-1_ ,J O a V < 72 .4 Ism 0 OW ILL J ow ow__ - 5106-----oW---' - 5104 --- - 5102 -- 1 1 - - 1 5100 -- - - - 5098 - - - 5096 -s0 i �\ I ow — \ GRADE I _a _ _ _ _- _ _ FINISHI(TYP) Ij 239% I \- I 1 84% 41+00 00 _1 _ sQ oN i �_ __ _—_ I ao 3E I Ow R40 STRUCTURAL FILL 1 j EXST18 RCP 7 I I I I EXST 16 ASBESTOS i CEMENT NWCWD PIPE i I I I I- — — , I I I 1 - 5116 — 5114 I 1 r — 5112 -�,------- --f--- — -- a— ---5110 N a �a I O " LL " I — - -- 5108 c'J 'Id I K O w I � ui rn FN rc,, m_ `Om -di 5106 not 1 —_ -----1 I - I - — 5104 - -- 5102 ------------ 5100 - - — 5098 -70 -60 -50 -40 -30 -20 -10 41+50 00 10 20 30 40 50 60 70 80 90 100 110 D. 1 °x 5112 D. rE LL J EXST GRADE I O Ow ---) cryP-- - 5110---= -1_= 5108 ---- - 5106 I 5104 -- --1 - 5102 ----- - - --- 5100 ' _ ----1_ 1 I 5098 - - �-- 5096 - -70 -60 J ' J -gr./4 LLNI Owl Ow 1— EXST 16 ASBESTOS CEMENT NWCWD PIPE 93% -o I 1_--_N1° NN_ I Ow ow I I 230%_� 3p ; R40 STRUCTURAL FILL ��lr l 1 FINISH GRADE (TYP) 40 50 60 I SEE C-133 FOR SLOPE TRANSITION TABLE -50 -40 -30 -20 -10 0 10 20 1 30 5114 5112 - 5110 - 5108 5106 _ -5104 - 5102 5100 - 5098 5096 - 5096 10 20 SCALE 1 =20 www tetratech corn OO u- ia O= Z Q Z ce OOO m C z O U 0 30% DESIGN PLANS 0 SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 80 5 ROADWAY IMPROVEMENTS SECTIONS U) O oo U Protect No 133.01755-17001 Desgned By- RCM Drawn By LAW Checked By MBS C-222 4445041 Pages 99 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO Bar Measures 1 inch Copynght Tetra Tech 'iii PrIaOII lL I LNII ERA eili baqf`FiP arh ®I III 10/8/2018 5 47 38 PM P \01756\133 1756 17001\CAD\SHEETFILES\HIGHWAY DESIGN\C 222 SECTIONS WCR 80 5 DWG WEATHERL, LAURA E D C B A 1 2 3 4 5 6 0 5114 2 5112 - 5110 5108 - 42+00 00 5106 - 5104 - 6102 - 5100 - - 5098 so 5114 _ U- LLJ OW OW FINISH GRADE (NP) 1 98% ?,1 --ow 200% cc N � LL J ow 5114 - -- --- --5112 I G 1 2 ----0 -5110 K X04 zi -- -- 'a ----5108 N LL 'n_ I �_ _ LLJ EXST GRADE (TYP) EXST 16 ASBESTOS CEMENT NWCWD PIPE _ /_/ A N N _ \ N / OW OW -- 5106 - — 5104 - - 5102 -50 -40 -30 -20 -10 0 10 20 30 40 50 42+50 00 5112 — - - LxsT GRADE o rt —,(TYP) I J o I` 5110-=_-- 1 5108 — - 5106-- — 5104— - - - I 5102 5100 5098 -so EXST 16 ASBESTOS CEMENT NWCWD PIPE -50 -40 -30 -20 Ow 1 I I 5114 — -- - - —5112 0 1- op_ ' --5110 tro R�c a 1 �" 5108 LL OW --' -- - — 5106 — 5104 5102 ----- 5100 -10 0 10 20 30 40 50 5098 5100 - 5098 0 o 1' SCALE 1 =20 www tetratech corn O 0 0 zo VJ Q Z O O m DESCRIPTION 30% DESIGN PLANS a SIMON CONTRACTOR'S INC STATE HIGHWAY 257 8 WCR 80 5 ROADWAY IMPROVEMENTS SECTIONS u� co co U PnojectNo 133-0175617001 Designed By RCM Drawn By LAW Checked By MBS C-223 8&ammEmasmal Bar Measures 1 inch 4445041 Pages 100 of 107 11/08/2018 11 43 AM R Fee $0 00 County, CO Carly Koppes, Clerk and Recorder, II III III ��lig ti�a��Lgah��ad� I Weld i'411011,4111A1 I �J�L Copyright Tetra Tech 10/8/2018 5 47 45 PM - P \01756\133 1756 17001\CAD\SHEETFILES\HIGI-NVAY DESIGN1C-222 SECTIONS WCR 80 5 DWG - WEATHERL, LAURA E D C B A 5114 _ I J IO 5112-----EXSTGRADE_ _g,:1x-� NI LLJI 5110--- -___,_ I -_ow i. - I- I - 5108 -- 5106---- 5104 5102--- - -- - - 5100 5098.60 -50 -40 -30 -20 -10 H- 43+00 00 I _' I FINISH GRADE (TYP) I I I I L I � I -- 5102 EXST16 ASBESTOS DEMENT NWOWD PIPE - - -- ----516o 0 i • - — — 5106 5114 5112 — 5110 -- 5108 5104 5116- 5114 _ 5112 5110 _ 5108 - 5106 - 5104 _ 5102 - 43+50 00 10 20 30 40 50 5098 91 FINISH GRADE (TYP) J EXST GRADE _ I (TYP) i 1- r8 m8 ow ------ow OW r° 2 00% - 5116 I I - I I - p - k -o — —5114 p I 'u g4 of C , LL Clr «I �N I a"- al a---- —d8 - — --- —5112 10LLJW I MN O W O ± I 200%1 ow I I I 1 EXST16 ASBESTOS 5100 1 CEMENT NWCWD PIPE - ---- - - 5098-60 -50 -40 -30 -20 -10 0 - - - 5108 /\ / \ I 5106 - - --5104 - 5102 1 ---- 5100 10 20 30 40 50 5098 0 10 20 1=0* SCALE 1 =20 0 OO LL _. O Z I- I- LL C/) O AO m cc 30 A DESIGN PLANS a SIMON CONTRACTOR'S INC STATE HIGHWAY 257 8 WCR 80 5 ROADWAY IMPROVEMENTS SECTIONS Ln O O U Project No 133-01750-17001 Designed By RCM Drawn By LAW Checked By MBS C-224 4445041 Pages 101 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO III INPan dl'IM Allialid6,1141I II Bar Measures 1 inch Copyright Tetra Tech 10/8/2018 5 47 51 PM P \01756\133-01756-17001\CAD 1SHEETFILES\HIGHWAY DESIGN\C-222 SECTIONS WCR 80 5 DWG - WEATHERL, LAURA C 5116 5108- 5106- 5104- - 5102 --- ---- 5100-- 5098 5118 44+00 00 FIIJISH GRADE (TYP) EXST 16 ASBESTOS -/1 CEMENT NWCWD PIPE I 1 I I i EXST GRADE (TYP) 5116 -5114 -5112 -5108 -5106 I - - 5104 - 5102 -5100 5098 -60 -50 -40 -30 -20 -10 44+50 00 10 20 30 40 50 5110 _____ _ 5108-- 5106- 5104-- 5102 - - - 5100- 5098-----, 5096 LL 'O T - t I FINISH GRADE (Tr) I2 00% r- �-- -t EXST 16 ASBESTOS t CEMENT NWCWD PIPE - -- I I 3 00% -50 -40 -30 -20 -10 I- LL Ow 1 I 089% 0 re 5118 ---5116 - 5114 -5112 -5110 -5108 - -5106 5104 - - 5102 ------5100 5098 10 20 30 40 50 5096 0 10 20 SCALE 1 =20 E t 772 O 0 u_ 1-2 O D�y Z LL 1--~ L— CO • Z CKO O O m 0 DESCRIPTION 20A DESIGN PLANS SIMON CONTRACTOR'S INC STATE HIGHWAY 257 & WCR 80 5 ROADWAY IMPROVEMENTS Protect No 133-01756 17001 Designed By RCM Drawn By LAW Checked By MBS C-225 4445041 Pages 102 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO III KiraiNIVIIIIIKNOMMailliliCIPM II I Bar Measures 1 inch 10/8/2018 5 47 57 PM P \01756\133-01756-17001\CAD1SHEETFILES\HIGHWAY DESIGN1C-222 SECTIONS WCR 80 5 DWG - WEATHEf2L LAURA E D C B A 5118 45+00 00 5116- 5114-- - 5112 5110 5108 - 5106 ---- 5104 — 5102— - cN o^ I -8N t u" ,'n LL,'o u_ J 1 O W O W O w _- 1--_- 0 '200% --err— — 4- I LL -�-ow iow 342y,� _257% \_ GRADE (TYP) -r- _ - - T - - `= - , T - - 5106 5118 5116 - ---5114 5112 5110 - 5108 --EXST GRADE - -5104 (TYP) 1- EXST 16 ASBESTOS CEMENT NWCWD PIPE 5100 „rn mr,, , . 1 -- - 6100 I i -- - -- -- - - --- -- 5098 5098 --- - 5096 I ---5102 5118 _ -50 -40 -30 -20 -10 45+90 00 10 20 30 40 50 5096 5116 - I I 5114-o-- r - -i --- 1 J 5112-a Ln 5: ° U- I LLJ 5110- 5108 -- 5106 -- 5104 -- 5102 ----a--- " 5100 -- 5098 5096 I _ _ I - - - FINISH GRADE -� �- � v - - --)�- �.- - 5106 (TYP) ( \ / \ ! 1/ 5104 - --t-g o -o s ------ N r.G LTG ---1 it Ow -5118 - -- - --- 5116 ---- 5114 -- --- --- 5112 2-- -5110 N I W -- - - 5108 EXST 16 ASBESTOS CEMENT NWCWD P PE -50 -40 -30 -20 -10 EXST GRADE / I I (YP) I 10 20 30 - i --- - 5102 5100 - 5098 40- 50 5096 10 20 I I I SCALE 1 =20 O 00 LLO 0 Z u. Z 00 m U a- 0 0 a N 0 0 SIMON CONTRACTOR'S INC STATE HIGHWAY 257 8 WCR 80 5 ROADWAY IMPROVEMENTS Z N o O0 W Pmrecl No 133-0175617001 Des,g ed By RCM Drawn By LAW Checked By MOS C-226 4445041 Pages 103 of 107 11/08/2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO Bar Measures 1 Inch Copynght. Tetra Tech gill P NI 0I 10/8/2018 5 48 03 PM - P \01756\133-01756 17001\CAD\SHEETFILES\HIGHWAY DESIGN \C 222 SECTIONS WCR 80 5 DWG WEATHERL LAURA E D C B A 5116 5114-- O -I o 5112--- gm-- - aA� No Y� 5110--- - 5108 - 5106 -- - -- 5104--- - 5102-- -- I 5100 - -- - 5098 - - - - 5096 FINISH GRADE (TT) EXST16 ASBESTOS CEMENT NWCWD PIPE 46+00 00 1� I 5116 - - 5114 -- — — 5112 o ----- 5110 y_\ , - - \- a- EXST GRADE (TYP) -50 -40 -30 -20 -10 5116 5114 - - ; [t 5112 - --- 0_ 5110- - 5108-- 5106 -------I- 5104 -- 5102- 5100-- 5098- 5096 10 20 30 46+50 00 I- S v� Oi_ — O o ow ow Ili • I e1 LL J I -' 200% 200% ow _ I N LL O W t - A I ' � �\ -5106 FINISH GRADE I (TYP) -- I- EXST16 ASBESTOS -A) ' CEMENT NWCWD PIPE W � O Ow --5108 - -5106 ----5104 --5102 - - --5100 5098 40 50 5096 J I- I L 0 w 5116 - 5114 - -- - - 5112 - - 5110 5108 '7I 5104 EXST GRADE (TYP) _ - 5102 -- ----- -5100 - - 5098 40 50 5096 -50 -40 -30 -20 -10 0 10 20 30 0 10 20 SCALE 1 =20 E U - P A • Z O O 0 z i_ H I..L co p0 m OS a O U 30% DESIGN PLANS a SIMON CONTRACTOR'S INC Project No 133-0175017001 Designed By RCM Drawn By LAW Checked By MBS C-227 4445041 11/08/2018 Pages104 107 2018 11 43 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO CO 3111Fri �. 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