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Home My WebLink About20192496.tiffEXHIBIT INVENTORY CONTROL SHEET CASE PCSC19-0005 - HUNT BROTHERS PROPERTIES, INC. Exhibit Submitted By Description E.1 Respondent Documents to Support COA and DS Title Page E. Respondent Document to Support COA and DS F G. H. I . J. K. L. M. N. O. P. Q. R. S. T. U. V. W. 2019-2496 Weld County Board of County Commissioners Special Review Permit, USR16-0041 — Hunt Brothers Properties, Inc. I. CONDITIONS OF APPROVAL EXHIBIT I E. 1 Pcsc - _ 0 6oS Resolution Item Status Supporting Documents 1.A. Access of an approved Public Access Plan. Works Permit by The the with for BOCC applicant the an updated number and shall place provide the application of access(es) Access the Dept. for • Updated access permit - COMPLETE Issued 6/11/2019 - • Access Permit AP19-00199 Permit Number on the USR Map 1.B. Signed Mylar. The application shall submit the 2nd Corrected Recorded Exemption Plats 183 and • Second Corrected Recorded signed Mylar for 2nd Corrected Recorded 184 were submitted on May 1, 2019 Exemption (RECX) Exemption Nos. RECX16-0183 and 16-0184 to the • Mylar has been finalized and submitted. It is now • Access Permit AP19-00199 Dept. address the of modified the Planning new site Services point improvements of access for recordation associated to with ready for signature - COMPLETE by Planning - Department. • USR Plat 1.C. Lighting Plan. The applicant shall submit a • Lighting Plan has been submitted and approved • Landscape & Lighting Plan Permit — located, Lighting review shall part, meet shall will not comply that, the be and shielded shine Plan and "any following approval. to with operated the lighting directly so § Dept. 23-3-360.F. standards: that Any in onto shall such beams of lighting adjacent Planning which be designed, a sources or manner poles rays Services, states, properties. and as of of to light light lamps in for - COMPLETE - Set 1.D. Landscape updated of equipment parking properties south Planning and area Landscaping/Screening Plan. and east Services parking shall public and The be area any applicant for screened rights review residential and -of the -way shall and from Plan employee properties. submit approval. adjacent to to the the an north, Dept The Landscape Plans have - COMPLETE been submitted - and approved • • Landscape Set H. Balzano & Notes Lighting re Screening Plan — Permit 19345598 1 Updated 28 -Jun -19 1 F An Improvements and Road Maintenance Agreement is required for off -site improvements at this location Road maintenance, including dust control, damage repair, specified haul routes and future traffic triggers for improvements will be included a a • Final adjustments and construction drawings submitted on 6/12/19 for Road Improvement Plan County is preparing Improvements and Road Maintenance Agreement County, Applicant, and FRICO are still discussing how to address improvements in the County's ROW, including box culvert • • FRICO email re completion of drainage work Ditch Purchase and Relocation Agreement - AWAITING ACTION BY COUNTY - 1 G Final Drainage Report and Certification of • Stamped Certification of Compliance has been • Certification of Compliance Compliance stamped and signed by a Professional received • Grading Permit Engineer registered in the State of Colorado is • Drainage Plan approved on 6/13/19 • Variance Request required ® Variance Request approved/executed on 6/6/19 a Drainage and Grading Approval ® Grading Permit AP19-00199 Issued on 6/11/19 Memo - COMPLETE - 1 H The applicant shall submit written evidence of • Signed Tap Agreement from CWCWD has been • Order for Conditional Inclusion meeting all of the requirements of the Central received • US Dept of Interior Approval Letter Weld County Water District and evidence each • Letters from CWCWD and Northern Colorado Water a CWCWD Letter parcel associated with the facility has an adequate water supply of sufficient quality, quantity and dependability • Conservancy District Order for Conditional Inclusion of Lands Received • Tap Fee Agreement - COMPLETE - 5 A If more than one (1) acre is to be disturbed, a • Grading Permit has been issued • Grading Permit GRD19-0028 Weld County Grading Permit will be required - COMPLETE - 5 B The approved access and tracking control shall be constructed prior to on -site construction • Tracking control has been installed per approval • Photo of tracking control - COMPLETE - ' 19345598 2 6 A Accepted construction drawings and construction of the off -site roadway improvements are required • • • Stamped Construction Drawings were submitted to County on 6/4/19 Revised Public Improvements Plans, Construction Drawings for the roadway improvements were submitted to County on 6/17/19 MHTs (traffic plans) dated 6/6/19 have been submitted, along with comment letter from engineer to County • • • • ROW Deed of Dedication ROW Legal Description MHT #5 Drawings Roadway Improvement Plans - AWAITING FINAL REVIEW AND ACCEPTANCE BY PUBLIC WORKS DEPARTMENT - 6 B The application shall construct a westbound • Stamped Construction Drawings were submitted to • ROW Deed of Dedication acceleration lane, westbound left deceleration, and an eastbound right deceleration lane on • County on 6/4/19 Revised Public Improvements Plans, Construction • • ROW Legal Description MHT #5 Drawings County Road 6 at the facility access, in accordance with the Road Improvements Drawings for the roadway improvements have been submitted to County on 6/17/19 Agreement • MHTs (traffic plans) dated 6/6/19 have been submitted, along with comment letter from engineer to County - AWAITING FINAL REVIEW AND ACCEPTANCE BY PUBLIC WORKS DEPARTMENT - 6 C The applicant shall develop an Emergency Action and Safety Plan with the Office of Emergency • Emergency Action and Safety Plan has been approved • Emergency Action Plan Management and the Fire District The plan shall be reviewed on an annual basis by the Facility operator, the Fire District and the Weld County - COMPLETE - Office of Emergency Management Submit evidence of acceptance to the Dept of Planning Services 19345598 3 7 A Wastewater system (8/2/17 USR) An on -site wastewater treatment system is required for the proposed facility and shall be installed according to the Weld County On -site Wastewater Treatment System Regulations The septic system is required to be designed by a CO Registered P E according to the Weld County On -Site Wastewater Treatment System Regulations • • Construction of vertical improvements (i e , shop building and lab building) has not begun Applicant will design, permit, and construct potable water and wastewater treatment systems during construction of vertical improvements - NOT YET APPLICABLE; APPLICANT WILL COMPLY PRIOR TO OPERATION - 7 B The applicant shall submit evidence of an Underground Injection Control (UIC) Class V • Applicant will design, permit, and construct septic system during construction of vertical improvements Injection Well permit from the EPA for any large (i e , shop building and lab building) capacity septic system (a septic system with the capacity to serve 20 or more persons per day) Alternatively, the applicant can provide evidence from the EPA that they are not subject to the EPA • Applicant will either submit a letter from EPA confirming non -applicability of Class V requirements or submit a permit from EPA Class V requirements - NOT YET APPLICABLE, APPLICANT WILL COMPLY PRIOR TO OPERATION - 19345598 4 IV COMPLIANCE WITH DEVELOPMENT STANDARDS -„ -,Resolution.ltern, .-, .,<<> t' ; :". , ,,' " r,,,Status. ��, w -, , „ ` , �, :, . ` ,,. r , ,pocument(s),,� r - , 1 The Site Specific Development Plan and Use by Special Review Permit, USR16-0041, is for Mineral Resource Development Facilities including an Asphalt Batch Plant, Asphalt and Concrete Recycling Operations, any Use permitted as a Use by Right, Accessory Use, or Use by Special Review in the Commercial or Industrial Zone Districts provided that the property is not a lot in an approved or recorded subdivision plat or part of a map or plan filed prior to adoption of nay regulations controlling subdivisions in the A (Agricultural) Zone District, subject to the Development Standards stated hereon • Applicant is not yet operating an asphalt or concrete plant Any operations on site are confined to uses by right or activities necessary for the development of the site in accordance with the USR - NOT YET APPLICABLE; APPLICANT WILL COMPLY ONCE OPERATIONS COMMENCE - 8 The parking area on the site shall be maintained • Parking area has not yet been constructed - NOT YET APPLICABLE; APPLICANT WILL COMPLY ONCE OPERATIONS COMMENCE - - 10 Landscape and screening The landscaping/screening on the site shall be maintained • • Landscape and screening has not yet been constructed, but Applicant will do so during 2019 planting season Applicant will also add additional trees on southeast corner of property (outside of USR area) - NOT YET APPLICABLE; APPLICANT WILL COMPLY ONCE OPERATIONS COMMENCE - 19345598 5 11 The property or operator shall provide written evidence of an approved Emergency Action and Safety Plan on or before March 15th of any given year signed by representatives for the Fire District and the Weld County Office of Emergency Management to the Dept of Planning Services ® Emergency Action and Safety Plan has been approved - IN COMPLIANCE - • Emergency Action Plan 17 APEN The applicant shall submit an Air Pollution Emission Notice and Emissions Permit Application and obtain a permit from the CDPHE, Air Pollution Control Division, as applicable • • APEN application was submitted to CDPHE on 1/28/19 Applicant's consultant (McWehil Monnett Associates) completed CO modeling using AERMOD and submitted results to APCD on 6/17/19 - AWAITING ACTION BY CDPHE - • • • Initial APEN Submittal Asphalt -Central Air Pollution Permit (2/13/19 Email w -Confirmation, G Geras) McWehil Monnett Associates model 20 Containment Secondary containment shall be constructed around tanks to provide containment or the largest single tank and sufficient freeboard to contain precipitation Secondary containment shall be sufficiently impervious to contain any spilled or released material Second containment devices shall be inspected at regular intervals and maintained in good condition All secondary containment will comply with the provisions of the State Underground and Above Group Storage Tank Regulations • • Applicant has contracted with Landmark Environmental for containment design and plan Results expected by 6/28/19 - IN PROGRESS - 25 Septic In the event the septic systems require a design capacity of 2,000 gallons or more of sewage per day, the applicants shall adhere to the requirements of the CDPHE, Water Quality Control Division Regulations • Applicant will design and construct septic system during construction of vertical improvements (i e , shop building and lab building) - NOT YET APPLICABLE, APPLICANT WILL COMPLY PRIOR TO OPERATION - 19345598 6 27 Water A permanent, adequate water supply shall be provided for drinking and sanitary purposes • Applicant will design and construct water supply system during construction of vertical improvements (i e , shop building and lab building) - NOT YET APPLICABLE, APPLICANT WILL COMPLY PRIOR TO OPERATION - 28 Septic Any septic system located on the property must comply with all provisions of the Weld County Code, pertaining to Onsite Waste Water Treatment Systems • Applicant will design and construct septic system during construction of vertical improvements (i e , shop building and lab building) - NOT YET APPLICABLE, APPLICANT WILL COMPLY PRIOR TO OPERATION - 29 The operation shall comply with all applicable rules and regulations of state and federal agencies and the Weld County Code - NOT YET APPLICABLE; APPLICANT WILL COMPLY ONCE OPERATIONS COMMENCE - 31 The access on the site shall be maintained to mitigate any impacts to the public road, including damages and/or off -site tracking • Tracking control has been installed per approval - IN COMPLIANCE - • Photo of tracking control 32 There shall be no parking or staging of vehicles on public roads On -site parking shall be utilized • • No vehicles are being staged on public roads New access points and tracking control have been installed to facilitate truck access to property - IN COMPLIANCE - • Photo showing absence of parking and staging 33 The historical flow patterns and runoff amounts on the site will be maintained • • • Drainage Plan approved per H Balzano 6/13/19 Variance Request approved/executed on 6/6/19 Grading Permit AP19-00199 Issued on 6/11/19 - IN COMPLIANCE - 19345598 7 36 Building permits may be required, per Section 29- 3-10 of the Weld County Code Currently, the following have been adopted by Weld County 2012 International Codes, 2006 International Energy Code, and the 2014 National Electrical Code A Building Permit must be completed and two (2) complete sets of engineered plans bearing the wet stamp of a CO registered architect or engineer must be submitted for review A Geotechnical Engineering Report, performed by a CO registered engineer, shall be required or an Open Hole Inspection © Building permits have been applied for -AWAITING COUNTY APPROVAL - O Building permit documentation 37 The property owner or operator shall be responsible for complying with the Design and Operation Standards of Chapter 23 of the Weld County Code - NOT YET APPLICABLE, APPLICANT WILL COMPLY ONCE OPERATIONS COMMENCE - 39 The Use by Special Review area shall be limited to the plans shown hereon and governed by the foregoing standards and all applicable Weld County regulations Substantial changes from the plans or Development Standards, as shown or stated, shall require the approval of an amendment of the Permit by the Weld County BOCC before such changes from the plans or Development Standards are permitted Any other changes shall be filed in the office of the Dept of Planning Services - NOT YET APPLICABLE; APPLICANT WILL COMPLY ONCE OPERATIONS COMMENCE - 40 The property owner or operator shall be responsible for complying with all of the foregoing Development Standards Noncompliance with any of the foregoing Development Standards may be reason for revocation of the Permit by the BOCC - NOT YET APPLICABLE; APPLICANT WILL COMPLY ONCE OPERATIONS COMMENCE - 19345598 8 WELD COUNTY ACCESS PERMIT eld County Public Works Department .11 H Street P.O. Box 758 Greeley, CO 80632 Permit Number: AP19-00199 Phone: (970) 304-6496 Issuance of this permit binds applicant and its contractors to all requirements,provisions, and ordinances of Weld County, Colorado. Project Name: Permit Expiration Date: Planning/Building Process: Parcel(s): USR16-0041 06/11/2020 USR Yes 146725100053 Proposed Use: Industrial Access is on WCR: Nearest Intersection WCR: Distance From Intersection: Number of Existing Accesses: Latitude: Longitude: 6 13-6 1310 2 40.029404 -104.947044 Applicant information: Name: Steve Ward Company: Asphalt Specialties Co., Inc. Phone: 303-594-1433 Email: stevew@asphaltspecialties.com Owner Information: Name: Daniel Hunt Company: Hunt Brothers Properties, Inc. Phone: 303-289-8555 Email: stevew@asphaltspecialties.com Road Surface Type and Construction Information: Road Surface: Asphalt lvert Size and Type: 15" CMP/RCP minimum if required aterial to Construct Access: Class 6 Road Base Start Date: Finish Date: Required Attached Documents Submitted: Traffic Control Plan: Yes Certificate of Insurance: Yes Access Pictures: Yes A Copy of this permit must be on site at all times during construction hours Daily work hours are Monday through Friday DAYLIGHT to 1/2 HOUR BEFORE DARK (applies to weekends if approved) Approved MUTCD traffic control I Warning devices are required before work begins and must remain until completion of work ** Crushed or recycled concrete SHALL NOT be used for tracking material in the County ROW All access points shall comply with Weld County Engineering and Construction Criteria found at: https:lllibrarv.municode.com/colweld county/codes/charter and county code?nodeld=CH12LUPE AP APX12-AWECOENCOCR Unless otherwise authorized. Special Requirements or Comments Utilize NEW access on CR 6 (1-IND) located approx. 1310 ft. west of CR 13. Close and reclaim access on CR 6 located approx. 2020 ft. west of CR 13 prior to 6/11/2020. Two existing ditch accesses are located on the parcel. CR 6 is a Collector roadway with a 60 ft. setback from centerline. Approved By: Digitally signed by .� 3 Evan Pinkham .404 P`f Ares" -Date: 2019.06.11 15:43:41 -06'04' WELD COUNTY ACCESS PERMIT 'eld County Public Works Department 111 H Street P.O. Box 758 Greeley, CO 80632 Permit Number: AP19-00199 Phone: (970) 304-6496 Issuance of this permit binds applicant and its contractors to all requirements,provisions, and ordinances of Weld County, Colorado. Project Name: Permit Expiration Date: Planning/Building Process: Parcel(s): USR16-0041 06/11/2020 USR Yes 146725100053 Proposed Use: Industrial Access is on WCR: Nearest Intersection WCR: Distance From Intersection: Number of Existing Accesses: Latitude: Longitude: 6 13-6 1310 2 40.029404 -104.947044 Applicant Information: Name: Steve Ward Company: Asphalt Specialties Co., Inc. Phone: 303-594-1433 Email: stevewasphaitspecialties.com Owner Information: Name: Daniel Hunt Company: Hunt Brothers Properties, Inc. Phone: 303-289-8555 Email: stevewasphaltspecialties.com Road Surface Type and Construction Information: Road Surface: Asphalt ulvert Size and Type: 15" CMP/RCP minimum if required aterial to Construct Access: Class 6 Road Base Start Date: Finish Date: Required Attached Documents Submitted: Traffic Control Plan: Yes Certificate of Insurance: Yes Access Pictures: Yes A Copy of this permit must be on site at all times during construction hours Daily work hours are Monday through Friday DAYLIGHT to 1/2 HOUR BEFORE DARK (applies to weekends if approved) Approved MUTCD traffic control f Warning devices are required before work begins and must remain until completion of work ** Crushed or recycled concrete SHALL NOT be used for tracking material in the County, ROW All access points shall comply with Weld County, Engineering and Construction Criteria found at: https://librarv.municode.com/co/weld county/codes/charter and county code?nodeld=CH12LIPE AP AP 1Z-AWECOENCOCR Unless otherwise authorized. Special Requirements or Comments Utilize NEW access on CR 6 (1-IND) located approx. 1310 ft. west of CR 13. Close and reclaim access on CR 6 located approx. 2020 ft. west of CR 13 prior to 6/11/2020. Two existing ditch accesses are located on the parcel. CR 6 is a Collector roadway with a 60 ft. setback from centerline. Approved By: Digitally signed by Evan Pinkham Date: 2019.06.11 15:43:41 -06'00' I ; la g H USE BY SPECIAL REVIEW (USR) PLAT USRT 6-0U41 A PART OF THE NORTH 1/2 OF SECTION 25, TOWNSHIP 1 NORTH RANGE 68 WEST OF THE 6TH P8INCIPAL MERIDIAN COUNTY OF WELD, STATE OF COLORADO DEVELOPMENT STANDARDS: 1. 1. THE SiTE SPECIFIC DEVELOPMENT PLAN NO USE BY SPECIAL REVIEW PERMIT, USI?16-0041. IS FOR MINERAL RESOURCE DEVELOPMENT FACILITIES INCLUDING AN ASPHALT BATCH PLANT, ASPHALT AND CONCRETE RECYCLING OPERATIONS; ANY USE PERMITTED AS A USE BY RIGHT, ACCESSORY USE OR USE BY SPECIAL REVIEW IN THE COMMERCIAL OR INDUSTRIAL ZONE DSTRJCTS (HEAVY EQUIPMENT MAINTENANCE SHOP, ADMINISTRATIVE OFFICE BUILDNO, QUALITY CONTROL LAB, LIQUID ASPHALT STORAGE, COMPANY FUELING STATION AND OUTDOOR TRUCK AND EQUIPMENT PARKING. STAGING AND STORAGE ANT} RAW AND PAD MATERIAL STORAGE WEN SCREENED FROM PUBLIC RfGI4TS-OF-WAY AND ADJACENT PROPERTIES) PROVIDED THAT THE PROPERTY IS NOT A LOT IN AN APPROVED OR RECORDED SIDRMSIDN PLAT OR PART OF A MAP OR PLAN FILED PRIOR TO ADOPTION OF ANY REGULATIONS CONTROLLING SUBDIVISIONS IN THE A (AGRICULTURAL) ZONE DST. SUBJECT TO THE DEVELOPMENT STANDARDS STATED (HEREON. 2. APPROVAL OF THIS PLAN MAY CREATE A VESTED PROPERTY RIGHT PURSUANT TO SECTION 23-8-10 OF THE WELD COUNTY CODE. 3. THE HOURS OF OPERATION FOR THE OFFICE ARE &O0 A.M. TO 5:00 P.M., MONDAY THROUGH SATURDAY, AS STATED BY THE APPLICANT. 4. THE HOURS OF OPERATION FOR THE QUALM?' CONTROL LAB ARE 6:00 A.M. TT) 4:00 P.M.. MONDAY THROUQ-I FRIDAY. AS STATED BY THE APPLICANT_ 5. THE HOURS OF OPERATION FOR THE MAINTENANCE SHOP ARE 6:00 AAA. TO 11:30 P.M., MONDAY THROUGH SUNDAY, AS NECESSARY. AS STATE BY THE APPIJCANIT. 8. WHEN THE ASPHALT PLANT IS OPERATING AT NIGHT, IT WILL ONLY OCCUR WHEN MATERIAL IS REQUESTED 6Y IXTTES, COUNTIES, OR COOT, FOR NIGHT PAYING PROJECTS. OPERATIONS WILL BE CONSIDERED NICHiT OPERATIONS' WHEN THEY TAKE PLACE BETWEEN THE HOURS OF ONE HOUR AFTER SUNDOWN) TO ONE HOUR BEFORE SUNRISE. DEPENDING ON THE REQUEST OF THE JURISDICTION PURCHASING THE ASPHALT, NIGHT OPERATIONS COULD OCCUR SEVEN DAYS PER WEEK. WHEN ASPHALT SPECIALTIES BECOMES AWARE OF PROJECTS THAT REQUIRE NIGHT OPERATIONS, THEY TI1U. EUNL NE WELD COUNTY PLANNING DIRECTOR TO LET HIM/HER MYR ABOUT THE PLANS TO OPERATE OUTSIDE OF DAYLIGHT HOURS, WHO THE PROJECT IS FOR, HO* LONG IT WILL BE OCCURRIKVG, NC WHERE THE MAMMALS ARE BEING DELIVERED. 7. TIC NUMBER Of ON -SITE EMPLOYEES 9.4ALL BE NO YORE THAN SEVENTY (70). 9. THE PARKING AREA ON THE SITE SHALL BE MAINTAINED. 9. ALL SIGNS SHALL ADHERE TO CHAPTER 23, ARTICLE N. DIVISION 2 AND APPENDICES 23-C, 23-0 AHD 23-E OF THE WELD COUNTY COOL 10. THE LANDSCAPING/SCREENING ON ME SITE SHALL BE MAINTAINED. 11. THE PROPERTY OWNER OR OPERATOR SHALL PROVIDE WRITTEN EVIDENCE OF ANI APPROVED EMERGENCY ACTION MD SAFETt PLAN ON OR BEFORE MARCH 15TH OF ANY OVEN YEAR SIGNED BY REPRESENTATIVES FOR THE FIRE DISTRICT AND THE WELD COUNTY OFFICE OF EMERGEi1CY MIANAGDAENT TO THE DEPARTMENT OF PLANNING SERVICES, 12. ALL LOUD AND SOLID WASTES (AS DEFINED IN THE SOLID WASTES DISPOSAL. SITES AND FACILITIES ACT, SECTION 30-20-100.5. C.R.S.) SHALL 9E STORED MD REMOAAED FOR FINAL DISPOSAL IN A WHINER THAT PROTECTS AGAINST SURFACE AND GROUNDWATER CONTAMINATION. 13. NO PERMANENT DI9'OSAL OF WASTES SHALL BE PERMITTED AT THIS SITE INS IS NOT MEANT TO INCLUDE THOSE WASTES SPECIFICALLY EXCLUDED FROM THE DEFiNTiON OF A SOUP WASTE IN THE SOLID WASTES DISPOSAL SITES AND FACILITIES ACT. SECTION 30-20-100.3. C.R.S. WASTE MATERIALS SHILL BE HANDLED, STORED. AND DISPOSED OF iN A MANNER TFLAT CONTROLS FUGIfNE DUST. FUGITIVE PARTICULATE EW6SICNS, BLOWING DEBRIS. AND OTHER POTENTIAL NUISANCE CONDITIONS_ THE FACILITY SHALL OPERATE ITV ACCORDANCE ilrH CHAPTER 14. ARTICLE I. OF NE WELD COUNTY COOS, 15. ODORS DETECTED OFF -SITE SHALL NOT EXCEED THE LEVEL Of SEVEN -TO -ONE DILUTION THRESHOLD, AS MEASURED PURSUANT TO REGULATION 2 OF THE COLORADO AR POLLUTION CONTROL REGULATIONS. THE FACILITY SHALL BE OPERATED MN A MANNER SO AS NOT CREATE A PUBLIC NUISANCE. 16. FUGfiNE DUST SHOULD ATTEMPT TO BE CONFINED CAI THE PROPERTY. USES ON THE PROPERTY SHOULD COMPLY WITH THE COLORADO AIR QUALITY COMMISSION'S MR QUALITY REGULATIONS. PARCEL NUMBER: PORTION OF 1467725000026 ZONE Q STRICT: AGRICULTURAL TOTAL ACREAGE: 3112 ACRES OVERLAY DISTRICT; GCOLOCIC HAZARD PROPOSED USE: MULTIPLE USES OF OFFICE BUILDING, WAVY EQUIPMENT REPAIR FACILITY, EQUIPMENT AND TRUCK STORAGE. DC LAB, ASPHALT CEMENT STORAGE. CONSTRUCTION MATERIALS RECYCLING. AND ASPHALT PRODUCTION ALL IN THE AGRCARJLTINRAL ZONE WITH A USR. LEGAL DESCRIPTION: THEN 1/2 OF THE NE 1/4 MD THEN 1/2 OF THE S 1/2 OF THE NE 1/4 OF SECTION 25; AFC ALL THAT PART OF THE E 1/2 OF NE NW 1/4 OF SECTION 25, LYING EAST OF THE RIGHT OF WAY OF THE UNION PACIFIC RNLRQAD COMPANY AND SOUTH OF THE RIGHT OF WAY OF THE BULL C NN. ALL IN TOWNSHIP 1 NORTH. RANK'S 68 WEST OF THE 6TH P.M., COUNTY OF WELD. STATE OF COLORADO. OWNER HUNT BROTHERS PROPERTIES. INC 10100 DALLAS ST. HENCE SON, CO 10002 (303) 289-8555 DANIEL W. HUNT, PRESi4ENT APPLICANT: ASPHALT SPECIALTIES CO, INC. 10100 DALLAS ST. HENDERSON, CO 80640 (303) 289-5555 17. THE APPLICANT SHALL SUBMIT AN MR POLLUTION EMISSION NOTICE (i .P.E.N.) AND EMISSIONS PERMIT APPLICATION ANT) OBTAIN A PERMIT FROM THE COLORADO DEPARTMENT OF PUBLIC HEALTH MO EtMROPIYENT, AIR POLLUTION CONTROL ERASION. AS APPLICABLE It THIS FACIUTY SHALL ADHERE TO TIC MAXIMUM PERIASSIBLE NOISE LEVELS ALLOWED IN THE RESIDENTIAL ZONE. AS DELINEATED IN SECTION 14-9-30 OF THE WELD COUNTY CODE, AS MEASURED AT THE PROPERTY UNE OF THE ADJACENT RESIDENTIAL LOTS. IN ALL OTHER LOCATIONS. THE FACILITY SHALL ADHERE TO THE MAXIMUM PERIRS518LE NOISE LEVE].S ALLOWED iN THE LIGHT INDUSTRIAL ZONE DISTRICT, AS DELINEATED iN SECTION 14-9-30 OF THE WELD C3IJWTY CODE. 19. A SPILL PREVENTION, CONTROL AND COUNTERMEASURE PLAN. PREPARED iN ACCORDANCE MTH THE AAPPUCAABLE PROVISIONS OF 40 CFR. PART 112. SHALL 8E: AVAILABLE ON THE SiTE- 20. SECONDARY CONTAINMENT SHALL BE CONSTRUCTED AROUND TANKS TO PROVIDE CONTAINMENT FOR THE LARGEST SINGLE TANK AND SUFFICIENT FREEBOARD TO CONTAIN PRECIPITATION. SECONDARY CONTAINMENT SHALL BE SUFFICIENTLY IMPERVIOUS TO CONTAIN ANY SPILLED OR RELEASED MATERIAL SECONDARY CONTAINMENT DEVICES SHALL BE INSPECTED AT REGULAR INTERVALS AND MAINTAINED iN CORD CONDI'TTON. ALL SECONDARY CONTAINMENT WILL COMPLY WITH THE PROVISIONS OF THE STATE UNDERGROUND AND ABOVE GROUND STORAGE TANK REGULATIONS. 21. ANY VEHICLE OR EQUIPMENT WASHING AREAS SHALL CAPTURE ALL EFFLUENT AND PREVENT DISCHARGES IN ACCORDANCE WITH THE RULE'S AND REGULATIONS OF THE WATER QUALITY CONTROL COMMISSION, AND TIC ENVIRONMENTAL PROTECTION AGENCY. 22.. PROCESS WASTEWATER (SUCH AS FLOOR DRAIN WASTES) SHALL BE CAPTURED IN A WATERTIGHT VAULT AND HAULED OFF FOR PROPER DISPOSAL. RECORDS OF INSTALLATION, MAINTENANCE, AND PROPER DISPOSAL SHALL BE RETAINED. 23. ALL POTENTIALLY HAZARDOUS CHEMICALS MUST BE HANDLED IN A SAFE MANNER N ACCORDANCE WITH PROOUCT UABEIJNG. ALL CHEMICALS MUST BE STORED SECURE, ON AN IMPERVIOUS SURFACE. AND IN ACCORDANCE WITH MANUFACTURERS REGINA'EN3k11Q'NS. 24. ANY STAINED OR CONTAUAH ATEO SOILS ON THE FACILITY SHILL BE REMOVED MC DISPOSED OF IN ACCORDANCE WITH APPLICABLE RULES AND REGULAT1Oht$. ANY REPORTABLE SPINS WILL BE REPORTED AND DOCUMENTED IN ACCORDANCE WITH ALL STATE AND FEDERAL REO ULATIUNS AND RECORDS WILL BE KEPT ONSET! FOR WCDHPE REVIEW UPON REQUEST. 25. IN THE EVENT THE SEPTIC SYSTEMS REQUIRE A DESIGN CAPACITY OF 2.000 GALLONS OR MORE OF SEWAGE PER DAY. THE APPLICANTS SHALL ADHERE TO THE REQUIREMENTS OF THE COLORMXJ DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, WATER QWJJTY CONTROL DIVISION (WOOD) REGULATIONS. 28. FOR EMPLOYEES THAT ARE ON -SEES FOR LESS THAN TWO (2) CONSECUTIVE HOURS A DAY, OR TEN (10) OR LESS CUSTOMERS OR VISITORS PER WAY, PORTABLE TOILETS MO BOTTLED WATER ARE ACCEPTABLE. RECORDS OF MAINTENANCE MO PROPER DISPOSAL FOR PORTABLE TOWS SHALL BE RETAINED ON A QUARTERLY BASIS AND AVAILABLE FOR REVIEW BY THE WELD COUNTY DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT. 27, A PERMANENT, ADEQUATE WATER SUPPLY SHALL BE PROVIDED FOR DRINKING AND SANITARY PURPOSES. 25. ANY SEPTIC SYSTEM LOCATED ON THE PROPERTY MUST COMPLY WITH ALL PROASS0NS OF THE WELD COUNTY CODE. PERTAINING TO ONSITE WASTE WATER TREAT14ENT SYSTEUS. 29, THE OPERATION SHALL COMPLY WiTH ALL A'PICAELE RULES AND REGULATIONS OF STATE AND FEDERAL AGENCY AND THE WELD COUNTY CODE 30. THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR CONTROLLING NOXIOUS WEEDS ON THE SITE, PURSUANT TO CHAPTER 15, ARTICLES I AND II, OF THE WELD COUNTY CODE. 31. THE ACCESS ON THE SITE SHALL BE MAINTAINED TO MITIGATE ANY IMPACTS TO THE PUBLIC ROAD, INCLUDING DAMAGES AND/OR OFF -SITE TRACKING. 32. THERE SAW. BE NO PARKING OR STAGING OF VEHICLES ON PUBLIC ROADS_ ON -SITE PARKING SHALL BE UT1LI'ZED. 33_ THE HISTORICAL FLOW PATTERNS AND RUNOFF AMOUNTS ON THE SITE WILL BE MAINTAINED, 34. WELD COUNTY IS NOT RESPONSIBLE FOR THE MMMTENANCE OF ON -SITE DRAINAGE RELATED FEATURES. 35. SOURCES OF LIGHT SHALL BE SHIELDED SO THAT BEAMS OR RAYS OF LIGHT WILL NOT SHINE DIRECTLY ONTO M1.MACPNr PROPERTIES. SOURCES OF LIGHT SHOULD NOT CAUSE A MARSANCE OR INTERFERE WITH THE USE ON THE ADJACENT PROPERTIES N ACCORDANCE WIN THE MAP. NEITHER THE DIRECT. NOR REFLECTED. UGHiT FROM ANY LI1 HT SOURCE MAY CREATE A TRAFFIC HAZARD TO OPERATORS OF MOTOR VEHICLES ON PUBLIC OR PRIVATE `BAITS. NO COLORED LOWS MAY BE USED WHICH MAY BE CONFUSED WITH. OR CONSTRUED' AS. TRAFFIC CONETRQL DEVICES. 36. BUILDING PERMITS MAY BE REC4NRED, PER SECTION 29-3-10 OF THE WELD COUNTY CODE CURRENTLY. THE FOLLOWING NAVE BEEN ADOPTED BY WELD COUNTY: 2012 INTERNATIONAL COOES, 2006 INTERNATIONAL ENERGY 000E, AND 2014 NATIONAL ELECTRICAL CODE. A BUILDING PERMIT APPLICATION MUST BE COMPLETED AND TARO (2) COMPLETE SETS OP ENGINEERS) PLANS BEARING THE NET STAMP OF A COLORADO REGISTERED ARCHITECT OR ENGINEER MUST BE SUBMITTED FOR REVIEW. A GEOTECFNICAL ENGINEERING REPORT. PERFORMED BY A COLORADO REGISTERED ENGINEER, SHALL I3E REQUIRED OR AN OPEN HOLE INSPECTION. 37. THE PROPERTY OWNER OR OPERATOR SHIAL.L BE RESPONSIBLE FOR COMPLYING WITH THE DESIGN AND OPERATION STAINDAARDS OF CHAPTER 23 OF THE WIELD COUNTY CODE. 36, NECESSARY PERSONNEL FROM THE WELD COUNTY DEPARTMENTS OF PLANNING SERVICES. PUBLIC WORKS, AND PUBLIC HEALTH AND ENVIRONIENT SHALL BE GRANTED ACCESS ONTO THE PROPERTY AT ANY REASONABLE TIME 1N ORDER TO ENSURE THE ACTIVITIES CARRIED OUT ON THE PROPERTY COMPLY WITH THE CONDITIONS OF APPROVAL AND DEVELOPMENT STANDARDS STATED HEREIN AND ALL APPLICABLE WELD COUNTY REGULATIONS. 39. THE USE BY SPECIAL REVIEW AREA SHALL BE LIMITED TO THE PLANS SHOWN HEREON AND GOVERNED BY THE FOREGOING STANDARDS ARO ALL APPIJCABLF WELD COUNTY REGULATIONS. SJBSTANTYAL CHANGES FRCIIl THE PLANS OR DEVELOPMENT STANDARDS. AS SHOWN OR STATED. SHALL REQUIRE THE APPROVAL. OF AN AMENDMENT OF THE PERMIT BY THE WELD COUNTY BOARD OF COUNTY COMMASSIONERS BEFORE SUCN ORANGES FROM THE PLAN'S OR DEVELOPMENT STANDARDS ARE PERMITTED. ANY OTHER CHANGES SHALL BE FILED IN THE OFFICE OF THE DEPARTMENT OF PLANNING SERVICES. 40. �{STANDARDS_ NONCOMPLIANCE OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR COMPLYING MATH AU. OF THE FOREGOING DEVELOPMENT STANDARDS- NONCOMPLIANCE WITH ANY OF THE FOREGOIIG DEVELOPMENT STANDARDS MAY BE REASON FOR REVOCATION OF THE PERMIT BY THE BOARD OF COUNTY COMMISSIONERS. 41. RIGHT TO EXTRACT MRIERAL RESOURCES STATEMENT; WELD COUNTY HAS SOIL OF THE YOST A81JNpwT MINERAL RESOURCES. INCLUDING. BUT NOT LIMITED TO. SAND AND GRAVEL, OIL, NATURAL GAS, AND COAL UNDER TIME 34 OF THE COLORADO REVISED STATUTES, MINERALS TARE VITAL RESOURCES BECAUSE (A) THE STATE'S COMICRCIAL MNERAL DEPOSITS ARE E4ENTUAL TO TIC STATES ECONOMY; (B) THE POPULOUS COUNTIES OF THE STATE FACE A CRITICAL SHORTAGE OF SUCH DEPOSITS; NC) (C) SUCH DEPOSITS SHOULD BE EXTRACTED ACCORDING TO A RATIONAL N.M. CALCULATED TO AVOID WASTE OF SUCH DEPOSITS ANO CAUSE THE LEAST PRACTICABLE DISMIPTPON OF THE ECOLOGY AND QUALITY OF LEE OF THE CI11ZENS OF THE POPULOUS COUNTIES OF THE STATE. MINERAL RESOURCE LDC ATION5 ARE WIDESPREAD THROUGHOUT THE COUNTY AND PERSON MOVING 14TQ THESE AREAS MUST RECOGNIZE THE VARIOUS IMPACTS ASSOCIATED WITH THIS DEVELOPMENT. OFTEN TIMES, MINERAL RESOURCE STIES ARE FIXED TO TEIR GEOGRAPi1CAL ANDGEOPHYSICAL LOCATIONS. MOREOVER, THESE RESOURCES ARE PROItcitU PROPERTY RIGHTS AND MINERAL OWNERS SHOULD BE AFFORDED THE DIY TO EXTRACT THE MINERAL RESOURCE. 42. THE WELD COUNTY RIGHT TO FARM STATEMENT, AS IT AAPEELIE IN SECTION 22-2-204.2 OF THE WELD COUNTY CODE, SHALL BE PLACED ON THE IMP MD RECOGNIZED AT ALL TIMES. r4 3 SITE LOCATION W.C.R. VIS.R. 4 VICINITY MAP SQ J±1-=2000' PLANNING COMMISSIONERS CERTIFICATION; Tlds iS THE CERTIFY THAT WELD COUNTY PLANNING COMMISSION HAS CERTIFIED AND DOES HEREBY RECOMMEND to THE BOARD OF COUNTY COMMISSIONERS. WELD COUNTY COLORADO. FOR ITS CONFIRMATION, APPROVAL AND ADOPTION THIS sITE SPECFIC DEVELOPMENT PLAN AND USE BY SPECIAAL REVIEW AS SHOWN AND DESCRIBED THEREON THIS DAY OF 2019. CHAIR. WELD COUNTY PLANNING COMiWISS14N BOARD OF COUNTY COMMISSIONERS CERTIFICATION: THIS ISM CEHTTFY THAT THE BOARD OF COUNTY COMMISSIONERS, WELD COUNTY. COLORADO. DOES HERESY CONFIRM MO ADOPT THIS SEES SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW MD DEVELOPMENT STANDARDS AS SHOWN AND DESCRIBED HEREON THIS DAY OF 2019. CHAIR. BOARD OF COUNTY COMMSSIDNERS ATTEST: WELD COUNTY CLERK TO THE 90ARD BY; DEPUTY CLERK TO THE BCAARD PROPERTY OWNER'S CERTIFICATION; THE UNDERSIGNED MAJOR PROPERTY DWME]T(S) DO HEREBY AGREE TO THE SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW DEVELOPMENT STANDARDS AS DESCRIBED IIERRON THIS DAY OF 2019. HUNT BROTHERS PROPERTIES. INC. EN: DOWEL W. HUNT. PRESIDENT THE FOREGOING INSTRUMENT WAS SUBSCRIBED MD SWORN TO BE BEFORE ME THIS _ DAY OF 2019. BY , AS OF HUNT BROTHERS PROPERTIES, iNC. WORMS MY WAND AND OFFICIAL SEAL MY COMMISSION EXPIRES; NOTARY PUBUG Z 2 z r - a u g w Cl, r O LIJ Z uj C3 Ea.% Cie CO. D (3 ler z 0 E a z C r S i AD x In M. THORMBRO E O LI 4n M. SUNDSTROAI e 2 gig Sheet Number. 1 a I 1./ • oc :4, a L h a e SITE LOCATION l* Cik IX 3 I' W.C-R, 4 EAT.ST1NG VICINITY MAP SCMLE:1 "s200Or LEGEND PROPERTY UNE RK2iT-OF-WAY LINE EASEI4ENT - -5147- - - - fxJFfIVUR5 —4� GV W PAW GRAVEL GRASS TRAFFIC DIAECTION DRAINAGE FLOW ARROW CONCRETE PAN PROPOSED i _ dr CHAIN L14K FENCE (WITH PLASTIC OPAQUE SLATS) 6 CHAIN LINK FENCE THREE -STRAND BARB 'ARE STORM SEWER STORM MANHOLE FARED END SECTION OWER1-t*D ELECT= uNE POWER POLE LIGHT POLE OIL/GAS UNE VENT oiLicAs VALVE STRUCTURE C4L/GAS WELL TRANSMISSION UNE TOWER 100 50 0 100 200 SCALE: 1 •-100' N.J. timbalG StiCRInd RRE uS SuFwEY FELT x X 14 ST O • (APPRox1uATE) 0 - (APPROx1IAATE IPRT1N/MARTlI ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UT1LEI1ES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMAT1QN. IT IS, HOWEVER, THE CONTRACTORS REWONSIERUTY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTIUTTES PR10R TO THE COMMENCEMENT OF ANY CONSTRUCTION, mm E �r 'J+ c+ t /1�fi) I ' +� 1 { ; 50. PIPELINE ,EASEMENT (REC. NO. 7665.308) I r 1 A , J +1TR11i41! STOP EE �?:Ilrinal$ !1•C f4SAC I ; t46727 + 1 r / M, ' I I SO' ROW FOR 7FfE f' EAST BRANCH OF T1.1E: 6, CAAI4L (REG: NO. 208153) (OWWE1 8>' FARMERS RESERVOIR AND ARRCATh W COMPANY) l f 1 [LAVED CANAL • / if 4766 fidl�E74AC VOCA ti � \ >,r 4 ; / Alb "kJ P l J !'l♦•l .444 111 1 \ k fJO'5 F1FELIAIE EASEMENT (RAC AA2 2236673) �'U / AI - 46-4 *It J ;5 14 I STORk rC 5i Mr _ ulkic # LT I �5 ORA/NW0E CHANNEL /1 751 7Ri1ENISSIL7Y LIAC ROW-Cr MEC Mk WWI) CICEPTKPO P KF es I IMPASIESSON Lnr R90411 -01 --.My Mfr. NO. it3.frd+e9J avinen hQ 21 ri; 15U' FORuDR v ? R O W r I i I 1l f -�A SAAL1f4 PROPEWNEg!EC ,t4672542206f /rfe725001Xer \ti (tR-1341 QiIIEL FROCCarel l - - M BITCH PLANO — — 1 \MI\ l• NO DETENTION POND #2 Bail, OR STORAGE AMA \ VULUMEs6e.1410 CF \\ I eh. , —5•.i,77�� RECYCLE-'" BROKEN CONCRETE xr —a= COMM' 'ROAD -I+ . -6- - Ii &o.7 40' F'CN-FuftJne.a -/an 1 1IV, 53 PAC. 10?, 11f1'EPTIO*l NO- •. 04...-.• ..i. a+, �r u --.1 • • a • s ere. — 'r -•w ••••—•� -r • h •��•` Yi`�P P'Y7 'Ti1T! TT f Y• • • . • •j'al.1 • h •-!.4 4 • •Raa.fss. r r—a.a.4 •Y • •aa ••4 .• -•f Y`•I •A . ..'• f e RR . • 7(•••• NO BUILD OR • •• . i i • • • • • i j f �40 `.'�'.•.•.r.'. � / • e \ • . . r fi. . . • • . . . • . • . • ol 01‘1_111 • Y s14 . . r r Y • • • f .�• • 40001 • • ••• li • . • • • . • • 4104 ••1••• • Y • • 01 �Ir� aiYn`a�• .�•!�!• 1�! �L rTt�L1 APPROWD TEMPORARY TRACKING CONTROL Pm?FOR CONSTRUCTION ENTRANCE (TO BE REm eED AFTER PROJECT COMPLETION) „cuss PERIAITT AK�18-0058;2 �t \ E r K 1 GATE / U'"''' -.. •t•, a'.- Yi -,.,_ _ � � + � • ] �1 007 .'a'Z1 ee • • • • loT I • Y•` �--- Y de i• 000# i • Y 5TtJRAEiE AREA •::.:;!;:v.4•...;.4.2[14... y i Y • . i • Y •I T f 091 /t! I • • 7 f' f t { f r VAOLUME 4K3 '6 ` •�.•• i •+ i i J • •+• . 3 ! T I • I • T • . r • s • • . •� 1� ti ' �.;....'rs.�.:.r`.+h.+w�s / 1OFT VISLL.N.,/ NOISE BERN RE: DETAIL / //THIS SHEET EGU{PIIENT STORAGE•. - -' • FUEL ISLANDS c (APPROX. . L3CAT1 ON) - •5139 RECYCLE - 1 PLANT - 5156 IwNTENANCE ACCE'S'S _5135-�' DETENTION POND NO BUILD OR STORAGE VOn.nlE4E2_15.900 4,'F , } —642.421 /* CA t 48n500 75,2 -ADYA PARKING .(SEE DETAIL) St frI �I ! I PROPOSED LIGHT POLE, P P. (SEE DETAIL) 5751- 5141- 514,0, 5139- I / 6 fi7 tiJ - -- -4 Y R150' SETBACK FROM WELLHEAD J 1OFT VISUAL/ NOISE BERM ENCLOSED TRASH DUMPSTER DETAIL SCALE: 1 •-10' 1OFT VISUAL/ NOISE BERM IOFT VISUAL/ \NOISE BERM I — f 1D'flA GRADE FULL CUT OFF UCNT FDITURE COLOR OF POLES AND FIXTURES SHALL BE GRAY SQUARE STRAIGHT STEEL POLE C CONCRETE POLE BASE FIINSHED GRACE �•s I ti ` w 40.00' 0 -o -fera4Vmma 1 L — rP I 0. r i k ..e -5196 — i SAS ADA ACCE55Ki3LE PARKING +411.00'+ 9 .OO I N a_ ADA ACCESSIBLE PARKING _1100' (TYP.) ADA PARKING SIGN (TIP.) ADA DETAIL SCALE: 1.4•30" r5.1 1OFT WSLIA / NOISE BERM COMPOSED OF EARTH AND PLANTED IN APPROVED NATIVE GRASSES VISA./NOISE BERM TYPICAL DETAIL N.T. LANDSCAPE LEGEND SITE LIGHTING POLE DETAIL Nor TO SCALE 0 tit DECIDUOUS TREE 4 - FLOWERING CRABAPPLE CALIPER - 4-t CONIFEROUS TREE 34 - AUSTRIAN PINE, OR AS APPROVED i�IINIMIM HE3GHT - OFT HEIGHT 15 CAN 00.LIMEICAL GRASS HEIGHT 3.1 cAN ILL ufinesciatic TO sE PLANTED WITHIN 3 1ADNINS OF BUILDING COMPLETION. AU_ TREES, SHRUBS, AND GRASSES WILL BE INATERED REGULARLY. A PROFESSIONAL LANDSCAPE IMPROVEMENTS AND MAATIENANCE WILL BE AN ONGOING PROCESS, 1. NO TREES OR SH1RUI3S WILL BE PLANTED WITHIN THE SET ac K OF COUNTY ROAD S. 2, TREES AND SHRUB CLUSTERS WILL BE LOCATED AS SSD," ON THE PLAN, 3. A DRIP IRRICAMN SYSTEM WILL BE USED FOR WATERING ALL TREES & SI•IRUBS, 4. ALL, OTHER LANDSCAPING AREAS imu_ BE SUDED WfTH COLORADO NATIVE GRASSES AS PUBUC WORKS. et 2 [NGIN!PRII 0 Img Eti co co 51 O .2 et 0 re tTh eh CI 0 .0 0 V Ch Ch CL lij QQ CI Sheet Number: _ e a _ -rte- . 7--. - ' •• O__ " � ;s. __ - - • •t f r ti - S •� ' s• LANDSCAPE PLAN '1.•. t• ,,l \'5 ,_ I I ., a• +i f it r 1 3.01 AM POLE mL- • I • I I i ' •• i L. MEM- VPS PPS PPS (1Rk DOS 1 ._ MB!llito 1eAu.COSTU E° la leBUSRIL71 {TYP) -S -s . ..._—.•.� _ :c- --0*---w--- 4--"S-C • NATIHE SEED • 1 • — .. f •U_\ 1 t U" SCALE rie.mml 0 50 100 200 300 NORTH LAN DSCJWE CHARTS RO)(*AYCO RIDOR ROAD LF I REQ.' COUNT YROAD 6 1237 I 31 31 . REQLIFEL#ENT 1 T REE F OR EVERY' FO RT Lei Picot G LOT LOTS AREA, R.- PRO. 1 109ES S 1EQ 1099 SF 1,107 Sr • REQ LAFE MEW -101LOFTItAREA OFAPARISNGLOTMUST EC LAN OSCAPED 0 O PLANT SCHEDULE / LEGEND DEC10LIOUS TREES 0 REBORED' TTRI S O CODE OW IlOrNK L 11A44 CO 15 CELTU OCCOS4TMJ9 CIMA 17 OLFRCU& M CROCARPA CODE la WTMR/Gy twat JB 2t ARIPH#JS SWPIA0RRUM PR 72 PHA NORA PS tZ Pa4J$ BVLVESIR S OEDIOUOUS SHRUBS CODE OTT BOTAMCAL HALE tr} RHLJSTRLOBATA, SRI iti gE y f�Y BD7hlet" ROME COLA 0 i 14AIt TYPE CAL 6EB tSS.LL ate MICK Ate ROCKY Li0U1tTAW LIP ER B ♦ R (HT AUSTRIAN DUCK PPIE =ICH PILE C>,M IRALE WWl*F SUMAC c&SIMEAS a a 35 ANIMUS MINER= •SEAt K ICA OVEN JASPER • COVER VIE MENEM MULCH 2 "SPEWS let2ONTALIS Iowa HLIORS AMER ROOK Mal 5333 SEELI DON FESCE-01 (OPAQUE) -0-0— FENCE42 SEED MIX 1 W -St MYER ROM PER SEED LBC BEMS WESTERN MEAT GRASS BARTON, ROSANA) BLUE GRAM 04 11TP , LW WGTON) SiDE0AT$ WAWA (VAPOR", BUTTE, HINER EL REM), FiASKE L) SMOOTH B�RO�OREEtL IG0LK W $ F4 SAM DROPSEEO PERENNIAL MORASS (CALERA OR GARBALDI TETRAPI.OID} SLEMER WI lEATGRASS (PRY0R, FL -VENUE OR SAN LIMB} ALIGNUORASS (RATS IL SALT ON SEA) SWITCHGR,ASS (NEEIRASKA 28, BL C KWE L) 2,50 L.BS Pl,S ACS 1.30 LBS PIS J ACRE 215 MS PIS TAME 2.m LBS PIS r ACRE 015 LBS PLS I ACRE 015L8SRSFAME 2.30 LBS RV ACRE 1.2S MS PLS 1 ACRE 1 _CO LBS PLS l ACRE TOTAL 14400 PLS f ACRE Ste e`-IHT BIS 6d HT TYPE 5 GAL TYPE 1. GAL LLI LLJ Z mg Li 5 0. r� r O z 4) E 0 a a d I d z USR16-0O41 N 0 d Job Number C 0 L M C C I C 0 1 w 4 DE LL T W rF hC U, t N 0 Cr a 3 3 0 L v Q' O C C 1 Sheet Number: 2 a C • ,1•41 • h S {YS C Ow N LANDSCAPE NOTES _ SITE PREP 1. LANDSCAPE CONTRACTOR TO REFERENCE CIVIL ENGINEERING DRAWINGS REGARDING DRAINAGE AND EROSION CONTROL NOTES, DETAILS AND PROCEDURES. 2 ALL WORK SHALL CONFORM TO LOCAL TOWN AND COUNTY CODES. ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODES AND STANDARDS. NOTHING INDICATED ON THE LANDSCAPE DRAWINGS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH MY APPROPRIATE SAFETY REGULATIONS. 3 ALL UTILITY EASENENTS SHALL RETRAIN UNOBSTRUCTED AND FULLY ACCESSIBLE ALONG THEIR ENTIRE LENOIR fOR USE OF MAINTENANCE EQUIPMENT E ?CRY. 4. SEE CIVIL ENGINEER'S DRAWNGS FOR GRADING AND DRATWE, EROSION CONTROL, PAVING AND SLEEVES, UTILRI ES. AND OTHER ENGINEEREDDETAILS 5 CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES. A PRE.CONSTRCUTION MEETING IS REQUIRED BETWEEN THE LANDSCAPE CONTRACTOR, PROPERTY OWNERAND COT LANDSCAPE ARCHITECTURE PERSONNEL BEFORE START OF CONSTRUCTION. 7, CONTRACTOR SHALL MINIMIZE ALL DISTURBANCE TO NON -IMPACTED AREAS. 9 SITE MUST BE CLEAN AND FREE OF ALL CONSTRUCTION DEBRIS BEFORE FINAL ACCEPTANCE 2. CONTRACTOR IS RESPONSIBLE FOR SETUP OF BARRICADES, WARNING STORAGE, OR OTHER PROTECTIVE DEVICES IF ANY EXCAVATIONS ARE LEFT EXPOSED AFTER ON -SITE WORK HOURS. 10. ITIS THE CONTRACTOR'S RESPONSIBILITY TO ACQUIRE ALL NECESSARY PERMITS FOR CONSTRICTION WORK WITHIN THE TOWN, A SEPARATE LANDSCAPE CONSTRUCTION PERMIT IS REQUIRED AND USE AND SALES TAX WILL BE COLLECTED. WATER CONNECTION FEES ARE TO BE PAID PRIOR TO THE METER SETTING. ABACK FLOW PERMIT AND INSPECTION IS REQUIRED PRIOR TO THE METER BEING INSTALLED INTHE VAULT 1I- TOPSOIL IS TO BE STRIPPED d STOCKPLED ON -SITE FOR LATER USE. 12. CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF ANY DUSTING OR NEW SRE IMPROVEMENTS DISTURBED OR DAMAGED DUE TO THEIR OPERATIONS DAMAGED MATERIALS SHALL SE REPLACEDIREPAIRED TO ITS PRIOR COMMON. 13. LOCATE ALL UTILITIES PRIOR TO ANY DIGGING OR LANDSCAPE PLANTING. CONTRACTOR SHALL HAND DIG ALL PLANTING PITS ADJACENT TO UTILMES IF UTILITIES AREDAMAGED, IREFAR B OHALL BE MADE AT THE CONTRACTOR'S EXPENSE. 14, PRIOR TO INSTALLATION OF PLANT MATERIAL$, AREAS THAT HAVE BEEN COMPACTED CR DISTURBED BY CONSTRUCTION ACTIVITY SHALL BETHOROUGhLY LOOSENED & AMENDED. 15. SOIL AMENDMENTS -A MINIMUM 4 CUBIC YARDS PER 1,006 SF OF A CLASS I OR II COMPOST SHALL BE DISTRIBUTEDACROSS THE SOIL SURFACE OF ALL LANDSCAPE AREAS IN A UNIFORM 1W (6 CUBIC YARDS' 2 INCH LAYER} AND INCORPORATED INTO THE TOP 8 INCHES OF SOIL WITH A ROTOTILLER CAPABLE OF TILLING TO I INCHES N DEPTH. SHRUB BEDS SHALL BE AMENDED THROUGHOUT THE ENTIRE BED PRIOR TO PLANTING, NOT JUST THE PLANTING HOLE. TURF. PLANT LL GROUNCCONER MATERIAL 1. ANY SUBSTITUTION OR ALTERATION OF PLANT OR LANDSCAPE MATERIALS IN LOCATION, SPECIES, TYPE, ETC. SHALL SE ALLOWED ONLY W TH APPROVAL OF THE LANDSCAPE ARCHITECT. OWNER OR OWNERS REPRESENTATIVE . OVERALL PLANT QUANTITY AND QUALITY TO BE CONSISTENT WITH APPROVED PLANS. 2. ALL DISTURBED AREAS SHALL BE RE -VEGETATED WM THE NATIVE SEED MIX SPECIFIED ON THE PLANS. 3. ALL PLANT MATERIALS SHALT. BE IN ACCORDANCE WITH MN SPECIFICATIONS FOR NUMBER ONE GRADE 4. ALL TREES IN TURF AND SEED AREAS TO RECEIVE MAX 6' DIA. MULCH RING WITH 4' DEPTH. OF SPECIFIED WOOD MULCH. NO STEEL EDGING IS REQUIRED AROUND TREE RING EDGES WITHIN TURF AREAS. S. PROPOSED TREE LOCATIONS SHALL HAVE A MINIMUM SEPARATION OF 4' BETWEEN WATER OR SEWER SERVICE LINES AND A MINIMUM SEPARATION OF 1D' BETWEEN WATER OR SEWER MAIN LINES. PROPOSED TREE LOCATION$ SHALL HAVE A MINIMUM SEPARATION CR 10' BETWEEN GAS LINES 6. TREE WRAP TOBEAPPLIED IN LATE FALL AFTER NSTALLATTONL, MD INSTALLATION, 7. CONTRACTOR SHALL REPORT ANY DISCREPANCY FOUND IN THE FIELD VERSUS THE LANDSCAPE DRAWINGS IMMEDIATELY TO THE LANDSCAPE ARCHITECT, OWNER'S REPRESENTATIVE, ANDtOR THE TOWN!COUNIY PRIOR TO ANY CONSTRUCTION QRDEMOLITION ACTIVITY FAILURE TO MAKE SUCH CONFLICTS KNOWN WILL RESULT IN THE CONT'RACTOR'S LABILITY TO RELOCATE MD REPAIR. MARNTAN A MNLILIN THREE FOOT CLEARANCE AROUND FIRE HYDRANTS, FIRE DEPARTMENT CONNECTIONS OR OTHER FIRE SERVICE Ed UPIENT. NO TREES OR SHRUBS AnLL BE ALLOWED WITHIN THIS AREA. NO PLANT MATERIAL SHALL BE PLANTEOYNTHIN 11f OF ANY EXISTING OR PROPOSED ELECTRICAL SWTCHGEARS, TRANSFORMERS OR OTHER ELECTRICAL UTILITY EQUIPMENT. PLANT MATERIAL MAY BE FIELD ADJUSTED TO PROVIDE THE 10' CLEAR SPACE AND ACCESSIBILITY REQUIRED BY THE UTILITYS OWNER C PERATOR PROPOSED PLANT SPECIES MAY BE SUBJECTTOCHANGEPENDINGCOMMERCIALAVMLABILJTYATTIMEOFCONSTRUCTION. ALL SPECIES SUBSTITUTIONS SHALL BEAPPROVEDBYIRE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION- OVERALL PLANT QUANTITIES 4$I2'ES SHALL REMAIN AS INDICATED ON THE PLANT SCHEDULE. CONTRACTOR SHALL VERIFY THAT ANY SUBSTRUTED PLANT SPECIES ARE ACCEPTABLE TO THE LOCAL MUNICIPALITY OR GOVERNING JURISDICTIONS. PLANTING BEDS T. ALL PROPOSED PLANTING BEDS SHALL CONTAIN NE SPECIFIED MULCH AND INCLUDE MIRAFI WEED BARRIERFABRIC OR EQUAL SECURED WITH PINS. OVERLAP FABRIC MIN. 24' AT EDGES, 2. ALL PLANTING REDS SHALL RECEIVED ROCK MULCH. ROCK MULCH SHALL BE 1) - T RIVER ROCK. 3. WOOD MULCH SHALL BE 'GORILLA HNR' OR EQUAL SHREDDED CEDAR MULCH, 4- DEPTH. 4. EDGING BETWEEN TURF AND PLANTING BEDS SHALL BE RYERSON 12 -GAUGE, GREEN COLOR, PERFORATED STEEL EDGING OR EQUIVALENT. MY ALTERNATE EDGING MUST BE A ROLLED -TOP, PERFORATED, CORROSION RESISTANT STEEL PRODUCT. NO EDGING IS REQUIRED AGAINST HARDSCAPEANALK AREAS OR AT TREE RING EDGES. EDGING SHALL BE INSTALLED TO AVOID IMPEDING DRAINAGE RE: DETAILS FOR INSTALLATION IN LOW DRAINAGE AREAS. 5. FOR TREES NOR IN PLANTING ems, ALLOWA6'-rDLAMt1 eft BED (TREE RING) WITHOUTSOD ANOUNDROOTCOLLAR. APPLY SPECIFIED WOOD MASH IDEPTH AROUND COLLAR FOLLOWING SOD INSTALLATION. NO FABRIC OR EDGER IS NECESSARY WITHIN TREE RINGS IN NAME AREAS. TREES IN PLANTING BEDS SHALL NOT HAVE WEED BARRIER INSTALLED WITHIN 6. OF MDR TRUNKS I. ALL SHRUBS IN SEEDED AREAS ARE TO BE GROUPED INTO BEDS AND RECEIVE 4' DEPTH OF MULCH SPECIFIED IN THE DRAWINGS.. NO EDGER OR WEED CONTROL FABRIC IS REQUIRED - BED SHALL EXTEND TO DRIP ZONES OF PLANT MATERIAL. WARRANTY& MAINTENANCE I. CONTRACTOR is TO MAINTAIN ALL PLANTANGS AND ASSOCIATED IRRIGATION SYSTEM INSTALLED UNOER THIS CONTRACT UNTIL FINAL ACCEPTANCE AND TUETNOV ER TO OWNER. THIS MAINTENANCE SHALL INCLUDE PROPER WATERING OF ALL PLANTS, AND MOWING OFTURFISEEDAREASIF' NECESSARY. 2. SUE MUST RE CLEAN AND FREE OF ALL CONSTRUCTION DEBRIS BEFORE FINAL ACCEPTANCE. 1 ALL PLANT MATERIAL WILL BE COVERED BYA ONE (11 CALENDAR YEAR WARRANTY. THE CONTRACTOR SHALL REPLACE DEAD. UNHEALTHY, OR OTHER1MSE UNSATISFACTORY MATERIAL THROUGHOUT THIS PERIOD. THE WARRANTY SHALL BEGIN UPON FINAL ACCEPTANCE OF THE JOB. 4. LANDSCAPING SHALL BE PLANTED AND MAINTAINED IN A LINING CONDITION BY THE OWNER OR ASSIGNS OR OWNERS ASSOCIATION- TREES AND SHRUBS MUST HAVE/1/410014 ONGOING SURVIVAL RATE. ANY DEAD OR DAMAGED PLANT MATERIAL LAS DETERMINED BY THE OWNER) SHALL BE REPLACED. NON -LINING GROUNDCOVERS, SUCH AS ROCK OR MULCH, MUST BE 1008 INTACT AFTER ONE YEAR AND 1{ID76 INTACT THEREAFTER 5 LANDSCAPE AREAS WITHIN THE PROPERTY AND WITHIN THE ADJACENT FRONT OF WAY SHALL BE MAINTAINED BY THE PROPERTY OWNER REMOVED THE FOLLOWING SPRING. REMOVE MY SiRING OR WIRE AROUND TREE TRUNKS AT TME OF a PLAN VIEW ELEVATION SIGN 5" k i 64 8,-9" 8' •. aalJ' / 5" 6' TALL METAL LETTERS CONCRETE SIGN PANEL, COLOR #2 CONCRETE BASE, COT OR #I 4' TALL METAL LETTERS V CHAMFER CONCRETE SIGN PANEL, COLOR #2 METAL LOGO PIN MOUNTED TO SIGN PANEL 4' TALL METAL LETTERS r CHAMFER CONCRETE BASE, COLOR #1 NOTES: 1 ANY BROKEN OR CRUMBLING ROOTBALLS WILL BE REJECTED. 2. REMOVING THE CONTAINERS WILL NOT BEAN EXCUSE FOR DAMAGED ROOTBAL.LS. 3. STREET TREES ARE TO BE LIMBED UP TO Si. PRUNING SHALL OCCUR IN THE APPROPRIATE MANNER AT THE NURSERY. SUBSTANTIAL PRUNING WILL NOT BE ALLOWED ON -SITE. SPACE GUY ASSEMBLIES EQUALLY AROUND TREE, AS PER DIAGRAM FOR WIND STABILITY AGAINST PREVAILING WIND, NOTES: 1. SIGN DETAIL IS CONCEPTUAL IN NATURE AND FOR REFERENCE OF DESIGN INTENT ONLY. FINAL DESISGN TO BE SUBMITTED AT TIME OF SIGN PERMIT. 2. CONCRETE COLOR #1 SHALL BE DAVIS COLOR DARK GRAY {CARBOT'}'6064. 3. CONCRETE COLOR #2 SHALL BE STANDARD CRAY. 4. METAL LETTERS- SHALL BE REVERSE PLAN CHANNEL WITH HALO ILLUMINATION. 5. METAL TO BE POWDER COATED COLOR RI ACK. 6. SIGN CONTRACTOR AND/OR GENERAL CONTRACTOR TO SUBMIT SHOP DRAWINGS TO OWNER'S REP. FOR REVIEW AND APPROVAL. SHOP DRAWINGS TO INCLUDE STRUCTURAL ENGINEERING FOR WALLS AND FOOTINGS. NORTH SPECIFIED BACKFILL MIXTURE AND FERTILIZER APPLICATION. STAKE TO EXTEND - ATTN. 24'INTO UNDISTURBED SOIL 12 X ROOTBALL DIA. / DEDIDUOUS TREE PLANTING WRAP ENTIRE SURFACE OF TRUNK TO SECOND BRANCH WITH SPECIFIED TREE WRAP MATERIAL AND SECURE, RUBBER HOSE (11? DL4) OR 1T NYLON TREE STRAP ON GUY WIRE TO PROTECT TREE 1/2' DAM. X24' LONG PVC PIPE SECTION ON EACH WIRE 12 GUAGE GALVANIZED WIRE, DOUBLE STRAND TWISTED. MINIMUM 3 GUYS PER TREE. WATER RING -INSTALL AT END OF PLANTING, REMOVE PRIOR TO SODDING OR IRRIGATED SEEDING. 64 PINE POST? O.D. ItEXPOS PLANT ROOTBALL T HIGHER THAN WHICH IT GREW (IN IRRIGATED AREAS) IN NON -IRRIGATED AREAS PLANT TREE AT GRADE WHICH ITGREW. APPLY SPECIFIED MULCH 3' DEEP TO THE OUTSIDE EKE OF SAUCER LPON PLANTING APPLY RING OF BARK MULCH 3' DEEP UPON COMPLETION OF SEEDING OR SODDING. IN THE OPEN SPACE AND PARKS MULCH TO BE 4' DEEP AND 3r DIA RING. FINISHED GRADE CUT AND REMOVE BURLAP FROM TOP AND SIDES OF ROOTBALL. REMOVE ALL WIRES AND NYLON TIES FROM TOP R OF ROOTBALL. Scale: NTS NOTES: 1. MY BROKEN OR CRUMBLING ROOTBALLS %MILL BE REJECTED. REMOVING THE CONTAINERS WILL NOT BEAN EXCUSEFORDAMAGED ROOTBALLS 2- HOLD GRADE 1- BELOW EDGE OF WALKORCURB. 3. ALL JUNIPER PLANTS SHOULD BE PLANTED 3O TOP OF ROOT MASS OCCURS AT FINISH GRADE OF MULCH LAYER 4. SHRUBS PLANTED WITHIN THE DRAIN STRIP OR SCREE AREAS SHALL HAVE A IT DIAMETER RING OF MULCH AT THE BASE OF EACH SHRUB 5. PUNT ALL SHRUBS AND ANDO MULCH RING PRIOR TO PLACING ROCK MY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED COMPACTED BACKPILL MIX SPECIFIED BACKFILL MIXTURE AND FERTILIZER APPLICA Scale: NTS SHRUB PLANTING Scale: NTS gam, FENCE -01 (OPAQUE) Scale: NTS PRUNE ALL DAMAGED OR DEAD WOOD IMMEDEATELY PRIOR TO PLANTING DAG PLANT MT TWICE AS MADE AS THE ROOTBALL APPLY SPECIFIED MULCH 3' DEEP OVER SPECIFIED WEED MAT. FINISHED GRADE LOOSEN SIDES OF PLANT PIT APE ROOTBALL FENCE SHALL BE VINYL HEIGHT: TBD STYLE: TBD COLOR: TBD NOTES' 1. ANY BROKEN OR CRUMBLING ROOTBALLS WILL BE REJECTED. REMOVING THE CONTAINERS WILL NOT BE AN EXCUSE FOR women] ROOTBALLS 2. TREES PLANTED WITHIN DRAIN STRIP OR SCREE AREA SHALL HAVE 3-0' DIAMETER RING OF MULCH 5' DEEP AT THE BASE OF EACH TREE. SPACE GUY ASSEMBLIES EQUALLY MOUND TREE, AS PER DIAGRAM FOR WIND STABILITY AGAINST PREVAILING WIND NORTH SPECIFIED BACKFILL MIXTURE MD FERTILIZER APPLICATION HOLE SHOULD HAVE ROUGHENED UNJDI8TIAiR SURGRADF 2 X ROOTBALL DIA. DO NOT CUT OR DAMAGE LEADER USE ONLY ON TREES I' OR TALLER - RUSTLER HOSE (UT DL4)OR12- NYLON TREE STRAP ON GUY WIRE TO PROTECT TREE 412 GALVAM1ED WIRE TWISTED DOUBLE STRAND. YIN. 3 GUY WIRES PER TREE. lit ❑IA. X 36' LONG WHITE PVC PIPE ON EACH GUY WIRE SET ROOTBALL3- HIGHER THAN GRADE AT WHICH TREE GREW. APPLY SPECIFIED MULCH 3" DEEP TO THE OUTSIDE EDGE OF SAUCER UPON PLANTING APPLY 18.24' RING OF BARK MULCH r DEEP UPON COMPLETION OF SEEDING OR SODDING. IN THE OPEN SPACE MD PARKS MULCH TO BE 4' DEEP AND 36' DIA FINISHED GRADE 3G' METAL 'T" STAKE. DRIVE VERTICALLY INTO UNDISTURBED SOIL, FLUSH WIGRADE REMOVE BURLAP FROM TOP 2t3 OF ROOTBALL REMOVE WIRE COMPLETELY FROM UPPER 2E3 OF ROOTBALL SHRUB BED WI SPECIFIED MULCH DEPTH TURF AS SPECIFIED WHERE REQUIRED DURA EDGE, 14 GA. ROLL TOP STEEL EDGING, PERFORATED, GREEN. SPECIFIED LANDSCAPE FABRIC ROLL EDGE UNDER EDGING AS SHOWN METAL STAKES AS SPECIFIED NOTES' 1. SET ALL EDGING 1' ABOVE FINISH GRADE AS SHOWN. 2. EDGING SHALL ABUT ALL CONCRETE CURBS ANt) WALKS PERPENDICULAR, AND FLUSH WI GRADES OF CONCRETE 3. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. FOR PRODUCT ORDERING, DIVIDE NUMBER OF FEET NEEDED BY 9.33 TO OBTAIN THE NUMBER OF ¶0' PIECES NEEDED. `h STEEL EDGER - PERFORATED _ Scale: NTS FENCE -02 FENCE SHALL BE CHAIN -LINK FENCE HEIGHT: TBD Scale: NTS VJ I w 0 co ct F- O z I z Wr I wro 2; w LANDSCAPE NOTES AND DETAILS 7) E .77 .3 FIST SUBMITTAL 17/1R/2C171 SECOND SJeMITTAL 02100/2018 THIflD SUBM TTAL 03/13/20181 1 0 iN M Q t7 Po 0 ry e3 2 V A- LT. o IN c' 0 a X i ce - IN E4 -,-.." 4 m )_ EIGTH SUBMITTAL O5p4/10I9 C 0 al Cr n (0 CI l ew M -r n fa m 0 0 tin LI C3 T a } U Y Dal C P. 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C.d :a 9 wi al 9 St a a4 a.a' ':'4 9 •:a eb et} a5 2 A o as as a:9 ah 6a A .a ua 2 :a da :4 ai a R , ' : as :5 as ::a 9 A t:A a': ::# a :a '_a } :b }: 985 i4 85! :o =3i :8 a: 859 :a i] _. .. :,: ,.:a :a xb l SCALE: 1"=1004 s — :a r♦ 1.v ai 'i3 t9 05 a-0 6.; a,t- 09 5, a' :a :. 42 i5 2212 t° 1:a { P_r :la Sa J, I.. ;1 kJ ha tlr .. --Yr ----J¢ ha ;.d :,a :LW `.J 1; ti as :l 4 3a :a :Ia h' 5i b: • a.: as La CO 1 ;s ha ha u cA ho- h4 eo 59 47 at 319 is 54 A i o -a 3a NOTES: 1 POLES AND LAMPS SHALL COMPLY WITH SECTION 23-3-360.F. OF THE WELD COUNTY MUNICIPAL CODE 2. NO BLUE KELVIN LIGHTING IS PERMITTED. 3. LIGHTING WILL BE DOWNCAST AND SHIELDED 1NfTH ONLY THE MINIMUM NUMBER OF FIXTURES OPERATIONAL DURING THE NON -DAYLIGHT HOURS. Luminaire Schedule Symbol Qty Description MI Lem. Watts Lum. 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SHOUKAS 0 Q cn Project Manogr- 7424 C] Principal In Charge Sheet Number: 2 50 1110 200 300 NORTH Pa mT 1 V e °5.: — ,1534'3718.:: ,6: f. 42.12 ,,;f : us i LANDSCAPE CWRTS R0ADNAYC0RRID0R COUNT VRDA) B PARIWG LOT 18209 SF PLANT SCHEDULE/LEGEND 119E CALIPER BIB ISCAL BIB LBCAL RCCIY YOLNTAMIJIBIPER BIB 12 HT ICTNIC ANNE BHA TIILDBATA EVHIBIi®1 BIRIRBSEGS Sin EKTNFALowN COMMON ME 229 75 JWUERUBormas '2EBORE]T SWAMI JAPER III 2 MPS=R OCCINT WB 1Al41E4• MUHES OVER SEED MIX WESTERN *NEAT GRASS URRNA BARTON. ROSANA) BLUE DRAMA MAMMAL, LOVNGTONj SOEOATS DRAMA (VAUGYN, BUTTE, MINER EL FIEND, HASKELL) SMOOTH BRaMeOINIbIN.MAILMAN SAND DRDPSEED PERONYIL RYEGRASS (CALBRA OR GARSNLDI TETRAPLOO) SLBOER VMEATG.PISS (PRVOR REVERIE SR SAN LUIS) JJLKALIORASS (FIATS IL SALT ON SEA) SOTTOi1GRA.SS (NEBRASKAN, BLACKwEL) LANDSCAPE PLAN 2S0LISKS, ACRE 1.50 LBS RS! ACRE 215 LBS PLS IACRE 2.00 LBS PUS/AI:RE 025 LBS PLSJACRE O.TB LBS PLS IACRE ISOLBSPLS IACRE 115 LBS PLS 'ACRE 1 m LBS PLS (ACRE TOTAL. I4.OO PIS (ACRE BIB 1410 BIB CY HT TWE O. Sheet Number: LANDSCAPE NOTES BITE PREP I. LANDSCAPE CONTRACTOR TO REFERENCE CIVIL ENGINEERING DRAWINGS REGARDING DRAINAGE AND EROSION CONTROL NOTES, DETA LS AND PROCEDURES, E. ALL WORN SHALL CONFORM TO LOCAL TOWN AND COUNTY CODES. ALL WORK SHALL BE IN ACCORDANCE WITH°SHACLDES ANDSTANDARDS NOTHING NDICATED ON THE LANDSCAPE DRAWINGS SHALL RELEVE THE CONTRACTOR FROM COMPLYING WITH ANY APPROPRIATE SAFETY REGULATIONS. 3. ALL UTILITY EASEMENTS SHALL REMAIN UNCRSTRUCTEO AND FULLY ACCESSIBLE ALONG THEP ENTIRE LENGTH FOR USE OF MAINTENANCE EQUIPMENT ENTRY. 4, SEE cm, ENGINEERS DRAWINGS FOR GRADING AND DRAINAGE. EROSION CONTROL. PALING ANS SLEEVES, USlLITES AND OTHER ENGINEERED DETAILS. 5. CONTRACTOR SHALL ENSURE POSITNE CRAIIAGE AWAY FROM ALLSTRUCTURES. S A PRE-CONSTRCLTION METING IS REQURED BETWEEN THE LANDSCAPE CONTRACTOR PROPERTY OWNER AND COT LANDSCAPE ARCHITECTURE PERSONNEL BEFORE START OF CONSTRUCTION. T CONTRACTOR slim_ MINI RE µL DISTURBANCE 10 HON -PA PACTED AREAS B. SITE MUST BE CLEAN AND FREE OF ALL CONSTRUCTION DEMO BEFORE FINAL ACCEPTANCE. B CONTRACTOR ISRFSPONSIRLE FOR SETUP OF BARRICADES. WARNING SIGNAGE, OR OTHER PROTECTNE DEVICES IF ANY EXCAVATIONS IRE LEFT EXPOSED PETER ON -SITE WORK HOURRS, IT IS THE CONTRACTORS RESPONSIBILITY TO ACQUIRE ALL NECESSARY PERMITS FOR CONSTRUCTION WORK WITHIN THE TOWN. A SEPARATE LANDSCAPE CONSTRUCTION PERMIT 0 REQUIRED AROUSE AND SALES TAX WILL BE COLLECTED. WATER CONNECTION FEES ARE TORE PAID PRIOR TOTE METER SETTING. ABACK FLOW PERMIT AND INSPECTION IS REEK IRED PRIOR TO THE METER BENG INSTALLED IN THE VAULT. 14, TOPSOIL IS TO SE 5TRPPEDL STOCKPILED 074-SIE FOR LATER USE. I2. CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF ANY EXISTING OR NEW SITE IMPROVEMENTSOISNRRED OR DAMAGED DUE TO THEIR OPERATIONS, DAMAGED MATERIALS SHALL SE REPLACEDIREPANREO TO ITS PRIOR CONDITION. 13. LOCATE ALL UTILITIES PRIOR TO ANY DIGGING OR LANDSCAPE PLANING, CONTRACTOR SHALL HAND DIG ALL PLANTING PITS ADJACENT TO UT1LTI1E3. IF UTILITIES ARE DAMAGED, REPAIRS SHALL HE MADE AT THE CONTRACTORS lO PENSE- 19, PRIOR TO INSTALLATION OF PANT MATERIALS, AREAS THAT HAVE SEEN COMPACTED OR DISTURBED BY CONSTRUCTIOPIACTNITYDOLL BE THOROUGHLY LOOSENED 5ANENDED. 15 SOIL AMENDMENTS5A MINIMUM A CUBIC YARDS PER IMO. SF OF A CLASS I CR B COLPOSTSHALL RE DISTR®UTED ACROSS THE SOIL SURFACE OF ALL LANDSCAPE AREAS P4 A INFORM 1K' M CUBIC YARDS -.21NCH LAYER}AN° INCORPORATED INTO THE TOP INCHES CF SOIL WITH A ROTOTILLER CAPABLE OF ➢LUNG TO BIRCHES IN DEPTH, SHRUB BEDS SHALL BE AMENDS THROUGHOUT THE ENTIRE BED PRIOR TO RANTING. NOTJUST THE PLANTING HOLE. TIME, PLANT L GRCUNDCDMER MATERIAL 1. ANYSUBBTRUTON CR ALTERATION Of PLANT CR LANDSCAPE MATERIALS IN LOCATION. SPACE$, TYPE. ETC. SHALL RE ALLOWEDONLY VRTH APPROVAL OF THE LANDSCAPE ARCHITECT, OWNER OR OWNERS REPRESENTATIVE . OVERALL PLANT QUANTTTYAND OUALTTY TO BE CONSISTENT WITH APPROVED PUMAS. 2. ALL DISTURBED AREAS SHALL BE RE-VEGETATEDWUH THE NAPE SEEDMDL SPECIFIED ON 1T*PLANS. 3. ALL PLANT MATERIALS SHALL BE IN ACCORDANCE WITH AW SPECIFICATIONS FOR NUMBER ONE GRACE, 9. ALL TREES IN RIRF AND SEED AREAS TO RECESS MACE OA MULCH RING WITH 4' DEPTH. OF SPECIFIED WOOD MULCH NE STEEL EDGING IS REQUIRED AROUND TREE RING EDGES WITHIN TURF AREAS. S. PROPOSED TREE LOCATIONS SHALL HAVE A MINIMUM SEPAIATON OF NEE-MEER WATER OR SEWER SERVICE TARES APO A NNIMUM SEPARATION OF Try BETWEEN WATER OR SEWER MAIN UNDO. PROPOSED TREE LOCATORS SHALL HAVE A MINIMUM SEPARATION OF Ib' BETWEEN GAS LINES. S. TREE WRAP TO BE APPLIED IN LATE FALL AFTER INSTALLATION. AND REMOVED THE FOLLOWING SPRING. REMOVE MY STRING ORLURE AROMA) TREE TRUNKS ATTIRE OF RETALIATION. 7. CONTRACTOR SHALL REPORT ANY DISCREPANCY FDUND IN THE FELD VERSOS THE LANDSCAPE DRAWINGSIMMEDLTELY TO TIELANDSCAPE ARCHITECT, OWNER'S REPRESENTATIVE, AND/OR THE TOWNCOUNTY PRIOR TO ANY CCNSTRLICTOI DR DENS MON ACTMTY. FALURE TO MAKE SUCH CONFLICTS KNOWN WILL RESULT IN THE CONTRACTORS LABILITYTD RELOCATE AND REPAIR_ d. MAINTAIN A MINIMUM THREE FOOT CLEARANCE AROUND FIRE HYDRANTS, FIRE DEPARTMENT CONNECTIONS OR OTHER FIRE SERVICE EQUIPMENT. 740 TREES OR SHRUBS MALL BE ALLOWED WRIER THIS AREA E. NO PLANT MATERIAL SHALL BE PLANTED WITHIN IT CF ANY BASTING OR PROPOSEDELECTIILCAL SWTTCHGEARS, TRANSFORMERS OR OTHER ELECTRICAL UTILITY EQUPMENT.PLANT NATURAL MAY BE FIELD ADJUSTED TO PRI:NIDE THE ID CLEAR SPACE AND ACCESSISLITY REQUIRED BY THE UTILITY'S OWNERIOPERATOR. PROPOSED PLANT SPECIES MAY BE SUBJECT TO CHANGE PENDING COMMERCIAL MOBILITY AT TIME Of CONSTRUCTION. ALL SPECIES SURSTITUTONS SHALL BE APPROVED BY TIE LANCSCAPE ARCHITECT PRIOR TO INSTALLATION. OVERALL PLANT QUANTITIES S SEGESSHALL RERAN AS INDICATED ONTHE PLANT SCHEDULE. CONTRACTOR SHALL VERIFY THAT ANY SUBSUMED PLANT SPECIES ARE ACCEPTABLE TOME LOCAL MUNICIPALITY OR GOVERMNG JURISDICTIONS. PLANTING BEDS 1. ALL PROPOSED PLANTING BEDS SHIALLCGNTAN THE SPECIFIED MULCH ANG INCLUDE NRAR WEED BARRIER FABR10 OR EQUAL SECURED WITH PINS. OVERLAP FABRIC NUN_ 29' AT EDGES E. ALL PLANTING BEDS SHALL RECEIVED ROCKMU LC14 ROCK MULCH SHALL BE IA. •3'FEVER ROCK 3. WOOD MULCH SHALL BE CORALA HAIR' OR EQUAL SHREDDED CEDAR MULCH, 4' DEPTH. 4. EDGING BETWEEN TURF AND PLANTING BEDS SHALL BE RYEiSON IS -GAUGE. GREEN COLOR PERFORATED STEEL EDGING CR EQUIVALENT. ANY ALTERNATE EDGING MUST BE A ROLLED -TOP, PERFORATED, CORROSION RESISTANT STEEL PRODUCT. NO EDGING IS REQUIRED AGANBTHARDSCAPEAVALK AREAS DR AT TREE RIND EDGES. EDGING SHALL BE INSTALLED TD AVOID IMPEDING DRANAGE. RE, EETAILS FOR INSTALLATION W LOW DRAINAGE AREAS, 5. FCR TREES NOT IN PLANTING BEDS, ALLOW A 8-10 DIAMETER BED (TREE RING) WITHOUT SOD AROUND ROOT COLLAR. APPLY SPEC' FED W000 MULCH A DEPTH AROUND COLLAR FOLLOW NG SOD INSTALLATION NO FABRIC CR EDGER I5 NECESSARYKITHIN THE RN GS IN NATIVE AREAS. TREES IN PLANTING BEES SHALL NOT HAVE NEED BARRIERINSTALLED WREN E CF THEIR TRIMS G ALL SHRUBS IN SEEDED AREAS ARE TO DE GROUPED INTO BEDS AND RECEIVE 4' DEPTH OF MULCH SPED FED IN THE DRAWINGS_ NO EDGER ORWE ED CONTROL FABRIC IS REQUIRED. BED SHALL EXTEND TO DRIP20AES OF PLANT MATERIAL. WARRANTY L MAINTENANCE 1, CONTRACTOR la TO MANTANALLPLANTIHGS ANDASSOCNTED IRRIGATOR SYSTEM INSTALLED UNDER THIS CCIITRACTUNTL FINAL ACCEPTANCE AND TURNOVER TO OWNER THE MAINTENANCE SHALL INCLUDE PROPER wATERING OF ALL PLANTE, ANS MUIMNG OF TURFISEED AREAS IF NECESSARY. 2. SITE MUST BE CLEAN AND FREE OF AL CONSTRUCTION DEEDS BEFORE FINAL ACCEPTANCE. C ALL PLANT MATERIAL WILL BE COVERED RE A ONE I I y CALENDAR YEAR WARRANTY. THE CONTRACTOR SHALL REPLACE CENT UNHEALTHY, OR OTHERWISE UNSATISFACTORY MATERIAL THROUGHOUT THIS PERIOD, THE WARRANTY SHALL BEGIN UPON FINAL ACCEPTANCE OF PE JOB. 4. LANDSCAPING SHALL BE PLANTE:AM) NAINEANED IN a LIVING CONDIHON NY THE GAINER OR NUEJGRS OR OwNERSASSOCIaTION. TREES AND SIWUSS MUST HAVE A 130% ONGOING SURVIVAL RATE. ANY DEAD OR DAMAGED PLANT MATERIAL II S DETERMINED BY THE OWNER) SHALL BE REPLACED. NON-LMNG GROUND COVERS. SUCH AS ROCK OR MULCH. MUST BE 100% INTACT AFTER ONE YEAR AND 10014 INTACT THEREAFTER. O LANDSCAPE AREAS WITIAM THE PROPERTY AND WKTH IN THE ADJACENT RIGHITOF WAY SHALL SE MAINTAINED BY THE PROPERTY OMER x 5'e. PLAN VIEW 5,-H. 6' O' w-5' / I` _ • _ 5' / Er SPECIALTIES CO. _ /I ▪ 5' ELEVATION SIGN 6" TALL METAL LETTERS CONCRETE SIGN PANEL, COLOR #2 CONCRETE BASE, COLOR 01 4' TALL METAL LETTERS 1' CHAMFER CONCRETE SIGN PANEL, COLOR #2 METAL LOGO PIN MOUNTED TO SIGN PANEL 4' TALL METAL LETTERS 3' CHAMFER CONCRETE BASE, COLOR#1 NOTES, 1. ANY BROKEN OR CRUMBLING ROOTBALLS WLL BE REJECTED 2 REMOVING THE CONTAINERS WILL NOISE AN EXCUSE FOR DAMAGED ROOIBALLS. 3. STREET TREES ARE TO BF LIMBED UPTON'. PRUNING SHALL OCCUR IN THE APPROPRIATE MANNER AT THE NURSERY. SUBSTANTAL PRUNING WILL NOT BE ALLOWED ON -SITE SPACE GUY ASSEMBLIES EQUALLY AROUND TREE, AS PER DIAGRAM FOR WIND STABILITY AGAINST PREVAILING WIND. NOTES: 1. SIGN DETAIL IS CONCEPTUAL IN NATURE AND FOR REFERENCE OF DESIGN INTENT ONLY. FINAL DESISGN TO BE SUBMITTED AT TIME OF SIGN PERMIT. 2. CONCRETE COLOR #1 SHALL BE DAVIS COLOR DARK GRAY (CARBOT)'5584. 3. CONCRETE COLOR #2 SHALL BE STANDARD GRAY. 4. METAL LETTERS SHALL BE REVERSE PLAN CHANNEL WITH HALO ILLUMINATION. 5. METAL TO BE POWDER COATED COLOR BLACK. 6. SIGN CONTRACTORANO/OR GENERAL CONTRACTOR TO SUBMFT SHOP DRAWINGS TO OWNERS REP. FOR REVIEW AND APPROVAL. SHOP DRAWINGS TO INCLUDE STRUCTURAL ENGINEERING FOR WALLS AND FOOTINGS. NORTH SPECIFIED BACKFILL MIXTURE AHD FERTILIZER APPLICATION. STAKE TO EXTEND MIN. 24' INTO UNDISTURBED SOIL. 2 X ROOTBALL DMA. DEDIDUOUS TREE PLANTING WRAP ENTIRE SURFACE OF TRUNK TOSECOND BRANCH WITH SPECIFED TREE WRAP MATERIAL ANC SECURE. RUBBER HOSE (112' DIAI OR I2' NYLON TREE STRAP ON GUY WIRE TO PROTECT TREE IN. DIAN x N' LONG PVC PIPE SECTION ON EACH WIRE. 12GUAGE GALVANIZED PARE, DOUBLE STRAND TWISTED. MINIMUM OGLES PER TREE. WATER RING -INSTALL AT END OF PLANTING, REMOVE PRIOR TO SODDING CR IRRIGATED SEEDING. B' PINE POST Y O.C. R4' EXPOSED) PLANT ROOTBALL 3' HIGHER THAN WHICH IT GREW IN IRRIGATEDAREASI IN NONIRRIGATE AREAS PLANT TREE AT GRADE WHICH ITGREW. - APPLY SPEED FED MULCH S' DEEP TOT7E OUTSIDE EDGE OF SAUCER UPON PLANTING APPLY RING OF BARK MULCH S' DEEP UPON COMPLETION OF SEEDING OR SODDING. IN THE OPEN SPACE AND PARKS MULCH TO BE 4' DEEP AND SB' DIA RING. FINISHED GRADE CUT AND REMOVE BURLAP FROM TOP ASS SIDES OF ROOTEALL REMOVE ALL WIRES AND NYLON TIES FROM TOP55 OF ROOTBALL Scale: NTS NOTES 1. ANYBRUNEN OR CRUMBLING ROOTBALLS WILL BE REJECTED REMOVING THE CONTANERSRILL NOT BEN EXCUSE FOR DAMAGED ROO- MALLS 2. HOLD GRADE 1' BELOW EDGE OF WALK ORCURB - 3. ALL JUNIPER PUNTS SHOULD SE PLANTED SO TOP OF ROOT MASS OCCURS AT FINISH GRACE CF MLA.CH LAYER 4 SHRUBS PLANTED WITHIN THE DRAIN STRIP OR SCREE AREAS SHALL HAVE A I2' DIAMETER RING OF MULCH AT THE BASE OF EACH SHRUB 5 PART ILL SHRUBS AND ADO MLACH RING PRON TO PLACING ROCK ANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED COMPACTED BACKFILL MIX SPECIFIED EACKFILL MIXTVFLE AND FERTILIZER APPLICATION SHRUB PLANTING PRUNE ALL DAMAGED OR DEAD WOOD IMMEDIATELY PROP TD PLANING DIG PLANT PR TWICE AS WIDENS THE ROGIRALL APPLY SPECIFIED MULCH S' DEEP OVER SPECIFIED WEED MAT. HASHED GRADE - LOOSEN SIDES OF PLANT ?RAND ROOTEALL Seale: NTS Scale: NTS FENCE -01 (OPAQUE) Scale: NTS FENCE SHALL BE VINYL HEIGHT: TBD STYLE. TBD COLOR: TBD NOTES: 1. Om BREMEN ON CRL,MBLING ROOT -BALLS WILL BE REJECTED. REMOVING THE CONTAINERS WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALLS 2. TREES PLANTED WITHIN DRAIN STRIP OR SCREE AREA SHALL HAVE 0-0' METER RING OF MULCH 5' DEEP AT THE BASE OF EACH TREE. SPACE GUYASSEMBLIES EQUALLY AROUND TREE, AS PER DIAGRAM FOR WIND STABILITY AGAINST PREVAILING KIND. NORTH W E SPECIFIED GAONEILL MIXTURE AND FERTILIUER APPUCATOON HOE SHOULD - IAVEROUGHENED mosnini_ SUBGRADE .11- 21( ROOTBALL DIA. DO NOT CUT OR DAMAGE LEADER ' USE ONLY ON TREES B' OR TALLER RUBBER HOSE 117 DIA.) CR 12' NYLON ➢•ZEE STRAP ON GUY MARE TO PROTECT TREE MIS GALVANIZED WIRE TWISTED DOUBLE SJRAAIS. MIN 3 GUY WIRES PER TREE. 10' DIA X 3S' LONG WHITE PVC PIPE ON EACH GUY WIRE SET RO0TRALL 3' HIGHER THAN GRADE AT WHICH TREE GREW. APPLY SPECIFIED MULCH S' DEEP TO THE DUTSIGE EDGE OF SAUCER UPON PLANTING APPLY 18-24' RING OF BARK MULCH 3' DEEP UPON COMPLETION OF NEEDING OR SODDING. IN THE OPEN SPACE AND PARKS MULCH TO BE a' DEEP AND SB' DA FINISHED GRADE 20' METAL T STAKE. ORNE VERTICALLY INTO UNDISTURBED SOIL, FLUSH WAG RADE REMOVE BURLAP FROM TOP 213 OP ROOTBALL REMOVE RIME COMPLETELY FROM UPPER 20 OP ROOTBALL SHRUB BED WI SPECIFIED MULCH DEPTH - TURF AS SPECIFIED WHERE REQUIRED DURA EDGE, 14 GA ROLL TOP STEEL EDGING, PERFORATED, GREEN. SPECIFIED LANDSCAPE FABRIC ROLL EDGE UNDER EDGING AS SHOWN METAL STAKES AS SPECIFIED NOTES: 1 _ SET ALL EDGING 1" ABOVE FINISH GRADE AS SHOWN. 21 EDGING SHALL ABUT ALL CONCRETE CURBS AND WALKS PERPENDICULAR, AND FLUSH WI GRADES OF CONCRETE. 3. INSTALLATION TO RE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 4. FOR PRODUCT ORDERING, DIVIDE NUMBER OF FEET NEEDED BY 9.33 TO OBTAIN THE NUMBER OF 10' PIECES NEEDED. STEEL EDGER - PERFORATED Scale: NTS FENCE SHALL BE CHAIN -LINK FENCE HEIGHT: TBD FENCE -02 Scale: NTS a - WaD COUNTY-ReAD NO.6 SCALE: l'=100' NOTES: 1. POLES AND LAMPS SHALL COMPLY WITH SECTION 23-3-360.F. OF THE WELD COUNTY MUNICIPAL CODE. 2 NO BLUE KELVIN LIGHTING IS PERMITTED. 3. LIGHTING WILL BE DOWNCAST AND SHIELDED WITH ONLY THE MINIMUM NUMBER OF FIXTURES OPERATIONAL WRING THE NOR -DAYLIGHT HOURS. Luminaire Schedule Symbol A B o 0 C c ❑ Qty 4 4 2 ❑esaiptian Garda ECF-L-90L-000-NW-G2-4 Gardco Twin ECF-L-80L-900-NW-G2-4 Garda ECF-L-96L-1_2A-NW-02-4 Garda ECF332L-530-NW-G24 LIE Lam, Welts LWII. Lumens 1.000 224.8758 1.000 224.9788 1.000 1000 365 557 27179 27179 39750 7025 ..io..i.'rF.L. . '..8 15-PFF-a--s-Ss h EWE OEY'H 9Wi sEFIFaD YERFIED WITH\ STRUCILPALENIL eL?ua smarm[Mr-r30IL COMOITARS AIM FIXTURE AsgEueLT EPA RATI.I3 'I' 24' Pole Base Detail ,SINGLE FEAO TOUInuPF_ •FlLIS1a MA M® IOLC ITIi6 I XWFWOIIOIE Pi LIE FUSA FSDER - GXOLPAIHG SILO WITHiS W SROL Par WIPE TO REM 03RES r FRCIYTOR SUP OFF !RI GPA0E COIONT MUM I]O WHII,.S nEJL S NOR¢.PARS®Ir O.C. Sr, rBeiVERTMMS Scale: NTS GARDCO TTy (*ignify O I ah) O LIP K r � C.Cz LU LL N O W^F- LLo w W Z J w d 2 j 0 ¢2w _ > I_ w 0 Z USR 16-0041 LIGHTING PLAN z 5 K F) C 0 h F:fllflii SLAM "TAI C 0 s,M"i Sum,' 1711 S ECI lil O 0 C O 9 TO 0.00 Sreet Nurrjer: 2 LIGHTING PLAN 0 50 109 200 300 NORTH Seeding along the ROW has been changed per Hayley's comments. Screening has been changed on the north (screening public ROW) and west (screening adjacent property) to opaque vinyl fencing. The east and south sides face our property, with the berm along the east side, and screening has been changed to chain link w/o slats as our primary concern is security. The size of the monument sign has been reduced. Water line: notes have been added per Kim's comments. The plan for the existing water line is to work with CWCWD to abandon its current location and move it south out of the County ROW and out of the high pressure gas line easement. This has not been memorialized yet with a new easement. This raises timing and sequencing issues. The request is that it be included in either the roadway construction or as part of the Improvements Agreement, or both. Thank you all for your assistance with this project. Hello Steve, Our Weed Division Supervisor got back to me on the proposed Low Growth mix. She said that you can use that mix on the site but would not allow the use of that mix in the right-of-way. Her concern is that all of the species proposed a bunchgrass and this is less mowable for our maintenance group. The mix she suggests for the right-of-way is below: Areas South of County Road 68 Mix Western Wheatgrass (Arriba, Barton, Rosana) Blue Grama (Hachital, Lovington) 5ideoats Grama (Vaughn, Butte, Niner, El Reno, Haskell) Smooth Brome (Lincoln, Manchar) Sand dropseed Perennial Ryegrass (Calibra or Garibaldi tetraploid) Slender Wheatgrass (Pryor, Revenue or San Luis) Alkaligrass (Fults II, Salt on Sea) Switchgrass (Nebraska 28, Blackwell) 2.50lbs pls/acre 1.50 lbs pls/acre 2.25 lbs pls/acre 2.00 lbs pls/acre 0.25 lbs pis/acre 0.75 lbs pls/acre 2.50 lbs plc/acre 1.25 lbs pls/acre 1.00 Ibs Total: 14.00 pound pis/acre Please let me know if there are any questions. Thank you Hayley Balzano Steve Ward m: __nt: To: Subject Eve Craven <Eve@farmersres.com> Wednesday, June 19, 2019 8:52 AM Steve Ward; James Koehler, Glenn Donaldson Final walk through for lateral one Good morning All, Ws my understanding that ASCI has completed the drainage issues along the noise berm and the retention pond has been graded to the required size and depth per the drawings submitted for lateral 1. Steve, Can you coordinate a final walk through with James and Glenn? I will begin gathering documentation for the closing of Lateral one project for the end of next week. Thanks, Eve Eves Craver/ Projects Coordinator Farmers Reservoir & Irrigation Company 0' South 27th Avenue ;hton, CO 80601 .,.,3-659-7373 Ext 312 Eve@farmersres.com Beginning April 29, 2019, My schedule will change and I will be off on Mondays. My hours will be 7:00 to 5:30 Tuesday through Friday. 1 #4074 Lateral 1 2017-166 DITCH PURCHASE AND RELOCATION AGREEMENT Thi itch Pur ase and Relocation Agreement ("AGREEMENT") is made and entered into as of the I tr day o 20 f ("EFFECTIVE DATE"), by and between THE FARMERS RESERVOIR AND I IGATI N COMPANY, a Colorado mutual itch company whose address is 80 South 27th Avenue, Brighton, Colorado 80601 ("FRICO"), and HUNT BROTHERS PROPERTIES, INC., a Colorado corporation, whose address is 10100 Dallas Street, Henderson, Colorado 80640 ("GRANTEE"). FRICO and Grantee are referred to herein each as a "Party" and collectively as the "Parties." BACKGROUND Grantee is the owner of real property located in County of Weld, Colorado ("GRANTEE PROPERTY"), as more particularly described in Exhibit A, and located in Section 25, Township 1 North, Range 68 West of the 6th PM, all in the County of Weld, Colorado. FRICO owns or controls certain real property (including canal improvements) commonly known as the Lateral 1 of the Bull Canal ("CANAL"), a portion of which is located in Section 25, Township 1 North, Range 68 West of the Sixth Principal Meridian. FRICO is the fee -simple owner of that portion of the Canal that runs through or adjacent to the Grantee Property. The Grantee Property, and the Canal (hereinafter, collectively, the "AFFECTED PROPERTIES") are more particularly described in Exhibit A. In connection with and in furtherance of Grantee's development of the Grantee Property, Grantee desires to relocate the Canal reach that runs through and adjacent to the Grantee Property (together with its associated right-of-way, the "EXISTING CANAL SITE") into a pipeline in the location described on Exhibit B, (together with its associated right-of-way, the "RELOCATED CANAL SITE"), and to purchase the Existing Canal Site from FRICO, subject to the terms of this Agreement. The Parties enter into this Agreement for the purpose of setting forth their respective rights and obligations and their understandings and agreements regarding the relocation of the Canal from the Existing Canal Site to the Relocated Canal Site. In consideration of the amount described in Section 9 below, and other amounts to be paid by Grantee to FRICO hereunder, and the mutual covenants, promises, and agreements set forth herein, and other good and valuable consideration, the sufficiency and receipt of which are hereby acknowledged, it is agreed between the Parties as follows: AGREEMENT 1. INCORPORATION OF BACKGROUND. Words and phrases that are defined in the Background set forth above have the same definitions in this Agreement. The Exhibits attached hereto are incorporated into this Agreement by this reference. Otherwise, the Background is provided only to show the intent of the Parties in entering this Agreement. 2. SEQUENCING OF PERFORMANCE. This Agreement is intended to be performed in a certain sequence. The sequence is outlined below. Specific requirements for each item in the Ditch Purchase and Relocation Agreement sequence are set forth in the cross-referenced sections, which shall control in the event of a conflict with this Section. (a) Grantee shall submit to FRICO construction plans, specifications, and drawings (collectively, "PLANS"), for the relocated canal and improvements and appurtenances to be constructed and installed at the Relocated Canal Site (collectively, "RELOCATED CANAL IMPROVEMENTS") for FRICO's review and approval according to FRICO's design standards and sound engineering and ditch management principles. Upon approval, the Plans will be attached as Exhibit C. (b) Within five business days after execution of this Agreement, Grantee shall: (i) provide FRICO with a survey and title commitment for the Relocated Canal Site from a title insurance company selected by FRICO, and (ii) deposit $10,000 of earnest money with the Title Company (defined in Section 3, below), to be held in escrow and applied towards the purchase price. If FRICO objects to any matters of survey or title, Grantee will resolve the issue to FRICO's satisfaction. Specific requirements regarding title and survey are set out in Section 3, below. The earnest money deposit is non- refundable unless Grantee is not in default hereunder and FRICO defaults and refuses to close the transaction contemplated by this Agreement. (c) Grantee agrees to maintain and replace, in perpetuity, the Relocated Canal Improvements. Specific requirements for this Paragraph (c) are set out in Section 4, below. (d) Grantee provides for performance security and obtains a Temporary Access and Construction Permit from FRICO (for work on property owned or controlled by FRICO) and all required permits from the State of Colorado and agencies of the federal government, as applicable (collectively, "PERMITTING AUTHORITIES"). Specific requirements for this Paragraph (d) are set out in Section 5, below. (e) Grantee constructs the Relocated Canal Improvements. Specific requirements for this Paragraph (e) are set out in Section 6, below. (f) FRICO inspects the Relocated Canal Improvements, and Grantee makes such repairs or corrections as required by FRICO. Grantee obtains such final inspections as may be required by Permitting Authorities. Upon FRICO's satisfaction with the condition of the Relocated Canal Improvements, FRICO accepts the Relocated Canal Improvements. Specific requirements for this Paragraph (f) are set out in Section 7, below. (g) A closing occurs in which Grantee executes and delivers to FRICO a Ditch Easement Agreement for the Relocated Canal Site ("FRICO EASEMENT"), FRICO executes and delivers to Grantee a quitclaim deed for the portion of the Existing Canal Site that traverses the Grantee Property and Grantee pays FRICO the Purchase Price as described in Section 8, below. Upon closing, FRICO commences use of the Relocated Canal Improvements. Specific requirements for this Paragraph (g) are set out in Section 8, below. 2 Ditch Purchase and Relocation Agreement 3. TITLE COMMITMENT; SURVEY. (a) Title Commitment FRICO Easements. (i) Within five (5) business days following the Effective Date, Grantee shall cause to be prepared and delivered to FRICO a commitment for title insurance for the FRICO Easement in the Relocated Canal Site ("TITLE COMMITMENT") to be issued by Land Title Guarantee Company ("TITLE COMPANY"), and valued at $79,999.701 (the "TITLE POLICY AMOUNT"). The FRICO Commitment shall be accompanied by copies of all exceptions listed on Schedule B-2. (ii) FRICO shall have fifteen (15) days from the date of receipt of the Commitment ("FRICO REVIEW PERIOD") in which to review the same and determine the acceptability of the same in FRICO's sole, subjective discretion. In the event that FRICO objects to any exceptions to title contained in the FRICO Commitment, FRICO shall provide written notice of said objection ("TITLE OBJECTION NOTICE") to Grantee and the Title Company on or before the expiration of the FRICO Review Period. (iii) Grantee shall have a period of fifteen (15) days after receipt of the Title Objection Notice in which to respond to FRICO ("TITLE RESPONSE"), indicating whether Grantee will cure, or cause to be cured the exception(s) to which FRICO objects (or to endorse over them if FRICO consents to such endorsement). This Agreement shall terminate if Grantee fails to deliver a Title Response to FRICO within said fifteen (15) day period. (iv) If the Title Response states that Grantee elects not to cure, or cause to be cured or (with FRICO's written consent) endorsed over, any matters set out in the Title Objection Notice (a "QUALIFIED TITLE RESPONSE"), then FRICO may, in its sole discretion, deliver a written reply to the Title Response ("TITLE REPLY"), in which FRICO: (1) waives its objection to such uncured exceptions, with said exceptions thereafter considered to be Permitted Exceptions (as defined below), or (2) terminates this Agreement. If FRICO waives such uncured exceptions in writing, then FRICO shall be deemed to have accepted all exceptions to title and all other matters shown by the Title Documents and the Survey, excepting only such matters as to which Grantee has committed in writing to cure or endorse over in accordance with this Section 3(a). All accepted exceptions to the FRICO Commitment shall be deemed "PERMITTED EXCEPTIONS". If FRICO does not deliver a Title Reply to a Qualified Title Response within 10 days after receipt of the Qualified Title Response, then this Agreement shall terminate. Insert value of S2.30 for each square foot of the Relocated Canal Site. Current survey shows 34,779 sq. ft. 3 Ditch Purchase and Relocation Agreement (v) Subsequent Title Matters. (A) If, prior to the date of Closing, the Title Company delivers written notice to FRICO of any new title matters in connection with the Title Commitment that does not constitute an Entitlement, then FRICO shall have five business days from the date of receipt of such notice ("FRICO REVIEW PERIOD") in which to review and determine the acceptability of the same in FRICO's sole, subjective discretion. In the event that FRICO objects to any exceptions to title contained in the Title Commitment, FRICO shall provide written notice of said objection ("TITLE OBJECTION NOTICE") to Grantee and the Title Company on or before the expiration of the FRICO Review Period. (B) Grantee shall have a period of five business days after receipt of the Title Objection Notice in which to respond to FRICO ("TITLE RESPONSE"), indicating whether Grantee will cure, or cause to be cured the exception(s) to which FRICO objects (or to endorse over them if FRICO consents to such endorsement). (C) If Grantee fails to provide a Title Response or if Grantee's Title Response states that Grantee elects not to cure or cause to be cured, or (with FRICO's written consent) endorsed over, any matters set out in the Title Objection Notice (a "QUALIFIED TITLE RESPONSE"), then FRICO may, in its sole discretion, deliver a written reply to the Title Response ("TITLE REPLY"), in which FRICO: (1) waives its objection to such uncured exceptions, with said exceptions thereafter considered to be Permitted Exceptions, or (2) terminates this Agreement. If FRICO waives such uncured exceptions in writing, then FRICO shall be deemed to have accepted such exceptions to title, excepting only such matters as to which Grantee has committed in writing to cure or endorse over in accordance with this Section 3(a)(v). All such accepted exceptions to the Title Commitment shall be deemed Permitted Exceptions. If FRICO does not deliver a Title Reply to a Qualified Title Response within five business days after receipt of the Qualified Title Response, then Grantee may deliver a notice to FRICO identifying such failure and referencing this Section of this Agreement. If FRICO does not thereafter deliver a Title Reply within 10 business days after receipt, then this Agreement shall automatically terminate. (b) Survey. Grantee, at its sole expense, shall, no later than five (5) days following the Effective Date, obtain an ALTA survey of the Relocated Canal Site ("SURVEY"), prepared in accordance with the approved standards adopted by ALTA/NSPS in 2017, and with the Table A requirements as set forth on Exhibit D ("APPROVED SURVEY STANDARDS") pertaining to the Relocated Canal Site, which Survey shall be certified to FRICO and the Title Company. 4 Ditch Purchase and Relocation Agreement (c) Easements and Licenses to Third Parties Prior to Closing. Without limiting the provisions of Section 3(a)(v) permitting FRICO to review any new title matters, to the extent Grantee desires to grant any rights to a third party for the installation of infrastructure that passes over, under, or through the Relocated Canal Site prior to Closing, FRICO will require a separate agreement between FRICO and such third -party controlling the terms and conditions of such installation. Such agreement shall be subject to FRICO's customary fees,review procedures, and permitting procedures. Crossing agreements acceptable to FRICO and executed by third parties shall be provided to the Title Company prior to Closing and shall be executed by FRICO at closing. Crossing fees shall be held in escrow by the Title Company prior to Closing and paid to FRICO at Closing. Administrative fees and legal and engineering escrow fees shall be paid directly to FRICO upon application, and fees expended on administration, legal review, and engineering review are non-refundable. 4. GRANTEE MAINTENANCE AND REPLACEMENT OF RELOCATED CANAL IMPROVEMENTS. (a) Grantee agrees that it will assume the cost of future maintenance and replacement of the Relocated Canal Improvements and that the Relocated Canal Site shall principally serve the purpose of FRICO's conveyance of water. Grantee agrees to the terms of construction, re -construction, installation, re -installation, repair, maintenance, operation, removal, and replacement of the Relocated Canal Improvements, in accordance with the form of easement agreement attached hereto as Exhibit E, and Grantee further agrees to perpetually maintain and reconstruct the Relocated Canal Improvements as provided for in the FRICO Easement. 5. PERMITTING AND PRE -CONSTRUCTION. (a) Prior to commencement of construction of the Relocated Canal Improvements, Grantee shall obtain all approvals and permits as are required for said construction. (b) Prior to the commencement of construction of any Relocated Canal Improvements within the property owned or controlled by FRICO, Grantee and FRICO shall execute a Temporary Access and Construction Permit in substantially the form as set out in Exhibit F. The permit will authorize Grantee and its designated contractors and agents to enter designated portions of the Existing Canal Site in order to excavate, install, test, and connect Relocated Canal Improvements. FRICO may modify the terms of the form of Temporary Access and Construction Permit as may be necessary to ensure that the Relocated Canal Improvements are built to specifications set forth in the Plans and may modify the Plans as relates to the testing and connecting the Relocated Canal Improvements so the flow and quality of water in the Canal is not negatively affected during such connection. (c) Grantee shall be solely responsible for compliance with all permit conditions, and shall, to the maximum extent allowed by law, indemnify FRICO and hold it harmless for any permit violations or other violations of applicable law related to the 5 Ditch Purchase and Relocation Agreement construction of the Relocated Canal Improvements by Grantee or any of its contractors or agents. (d) Grantee and FRICO agree that a reasonable estimate of the cost of completion of the Relocated Canal Improvements is $150,000.00 (the "ESTIMATED Costs"). Prior to commencement of construction within property owned or controlled by FRICO, Grantee shall provide evidence to FRICO of Grantee's financial ability to complete the Relocated Canal Improvements ("GRANTEE SECURITY") according to Plans by providing security in the amount of 150% of the Estimated Costs, by either: (i) Requiring its contractor to provide a suitable bond in substantially the form set out in Exhibit G; or (ii) Depositing such funds in an escrow account (in such case the Escrow Agreement shall include the right of FRICO to draw on the escrowed funds for the purposes set out in Section 6(h) or 6(i) if the Grantee fails to perform under this Agreement). (e) FRICO will release Grantee Security upon the Closing, or if Closing does not occur, upon termination of this Agreement and restoration of the Grantee Property, and the Relocated Canal Site in a manner that ensures that the use and function of the Canal for its intended purpose is not affected by the activities and construction that occurred in furtherance of this Agreement. 6. CONSTRUCTION OF THE RELOCATED CANAL IMPROVEMENTS. (a) Grantee shall not be entitled to commence construction of the Relocated Canal Improvements unless and until the Conditions (as defined in Section 8, below) have been satisfied or waived by Grantee. (b) The Parties acknowledge and agree that the construction and completion of the Relocated Canal Improvements will occur during the period between the day after the Canal has ceased flowing in the Fall and before March 1 of the following year. The Relocated Canal Improvements shall be in place and in a condition suitable to carry water (as determined by FRICO) by March 1, 2018, and substantially complete by March 15, 2018. If demolition of the Canal and/or construction of the Relocated Canal Improvements has begun and has not been completed by March 1, 2018, such that the Relocated Canal Improvements may receive the water flows on such date, the Parties agree to cooperate with respect to (i) rescheduling construction until after the such year's seasonal flows are complete or (ii) if the Existing Canal has been disturbed, redirection of the water flows from the Canal until completion of the Relocated Canal Improvements, at the sole cost of Grantee. Grantee shall, to the maximum extent allowed by law, indemnify, defend, and hold FRICO harmless from and against any claims or damages asserted against FRICO by reason of Grantee's activities upon the Canal. (c) Grantee shall construct the Relocated Canal Improvements, at Grantee's sole risk, cost, and expense, in accordance with the Plans and applicable FRICO design criteria to the extent such criteria are not specified in the Plans (the "FRICO DESIGN 6 Ditch Purchase and Relocation Agreement CRITERIA"). Shop drawings must be submitted to FRICO for review and approval by FRICO's engineering consultant ("FRICO ENGINEER") prior to installation of structures for which shop drawings are produced. FRICO may require Grantee and its contractors to execute a nondisclosure agreement with respect to confidential information contained in the FRICO Design Criteria. (d) The FRICO Engineer shall be notified prior to the commencement of construction, and shall be periodically advised of the construction progress (not less frequently than once per month) while the construction is ongoing. (e) The FRICO Engineer may enter the Grantee Property upon 24 hours' telephone or email notice to the Grantee Representative identified in Section 25 to inspect the Relocated Canal Improvements and related construction activities, except that such advance notice is not required in the event of an emergency. (f) Upon completion of the Relocated Canal Improvements, Grantee shall not cover the Relocated Canal Improvements with soil or other materials until the FRICO Engineer has inspected the improvements to verify that they were constructed according to the Plans, FRICO Design Criteria, and approved shop drawings. (g) Grantee agrees to pay for reasonable documented services rendered by the FRICO Engineer related to all shop drawing reviews, inspections of the Relocated Canal Improvements, and other reviews and inspections performed by the FRICO Engineer in conjunction with this project (the "ENGINEER SERVICES FEES"); provided that FRICO causes the FRICO Engineer to submit invoices with reasonable back-up for all such Engineer Services Fees on a monthly basis for the previous 30 -day period. (h) The stability and integrity of the Canal banks shall be protected during excavation, installation, construction, testing, and connection of the Relocated Canal Improvements. The Relocated Canal Improvements shall not be connected to the Canal without prior approval from FRICO after inspection of the Relocated Canal Improvements by the FRICO Engineer. (i) If during the construction of the Relocated Canal Improvements, the FRICO Engineer determines any portion of the Relocated Canal Improvements is being constructed in a manner that is not consistent with the Plans the FRICO Engineer shall provide notice to Grantee identifying with reasonable specificity the nature of such inconsistency. If and to the extent that any such notice from the FRICO Engineer identifies inconsistencies that could adversely impact the stability and integrity of the Canal banks ("CANAL STABILITY INCONSISTENCIES") then the FRICO Engineer shall specifically identify such items as Canal Stability Inconsistencies. If Grantee fails to promptly commence and prosecute the correction of any such Canal Stability Inconsistencies then FRICO may, at FRICO's sole discretion: (i) require suspension of construction activities related to the Canal Stability Inconsistencies items until such time as Grantee's deviations from the Plans are corrected and the corrections are inspected and approved by FRICO; or (ii) perform such work as is necessary to correct the Canal Stability Inconsistencies and, if necessary, restore the Canal at Grantee's expense. 7 Ditch Purchase and Relocation Agreement (i) If the parties terminate this Agreement or if Grantee or FRICO is entitled to terminate this Agreement by its terms and does so before the Closing and to the extent that the FRICO Engineer determines that any of the then -existing Relocated Canal Improvements or other related construction or excavation activities adversely impact the stability and integrity of the Canal banks then FRICO may, at FRICO's sole discretion either: (i) perform such work as is necessary to restore such adversely impacted portions of the Canal banks or nearby property at Grantee's expense and hold Grantee responsible for damages as provided in this Agreement; or (ii) provide notice to Grantee of such remedies as are necessary to restore such adversely impacted portions of the Canal banks and to collect from Grantee (or from Grantee's surety) such actual damages as provided in this Agreement or, as liquidated damages and not as a penalty, $5,000 per day for each day past the date of such notice that occurs during an Irrigation Season (as defined in Section 10 below) that Grantee fails to complete such restoration. If FRICO elects liquidated damages, such liquidated damages shall be in lieu of Grantee's liability for any and all extra costs, losses, expenses, claims, penalties and any other damages, whether special or consequential, and of whatsoever nature, incurred by FRICO which are occasioned by such adverse impact on the stability and integrity of the Canal banks. However, the election of liquidated damages shall not affect Grantee's obligation to indemnify FRICO against third -party claims. 7. INSPECTION AND APPROVAL OF RELOCATED CANAL IMPROVEMENTS; DELIVERY OF "AS -BUILT" DRAWINGS. Upon completion of the Relocated Canal Improvements and prior to their connection to the Canal, FRICO will conduct a final inspection of the Relocated Canal Improvements promptly following notice from Grantee. FRICO shall identify in writing such repairs or corrections as required by FRICO to bring the Relocated Canal Improvements into conformance with the Plans and FRICO Design Criteria, and approved shop drawings, if any, in which case Grantee shall thereafter make such repairs or corrections as identified by FRICO. FRICO will approve the Relocated Canal Improvements for permanent connection to the Canal when FRICO has determined that they are constructed and installed in accordance with the Plans, FRICO Design Criteria, and approved shop drawings, and FRICO has received "as -built" drawings of the Relocated Canal Improvements from Grantee which "as -built" drawings will identify any Grantee Improvements (as defined in section 10(b)) installed pursuant to the Plans. 8. CLOSING. Within fifteen (15) business days after FRICO's approval of the Relocated Canal Improvements according to Section 7, above, or such other date as the Parties agree (the "CLOSING"): (a) Grantee shall: (i) Convey the Relocated Canal Improvements to FRICO by Bill of Sale substantially in the form attached hereto as Exhibit H;2 (ii) Execute the FRICO Easement, across, over, and under that reach of the Relocated Canal Site that traverses the Grantee Property substantially in the form of easement agreement attached hereto as Exhibit E; subject to the 2 FRICO to provide form of bill of sale 8 Ditch Purchase and Relocation Agreement Permitted Exceptions and including a list of the Grantee Improvements (as defined in the FRICO Easement) that were installed pursuant to the Plans; (iii) Cause the Title Company, at Grantee's sole cost and expense, to close the transaction, issue the Owner's Policy of Title Insurance in accordance with the Title Commitment in the amount of Title Policy Amount, and record the easements and conveyances that are executed or delivered at closing according to the Parties' instructions, and record the easements and conveyances that are executed or delivered at closing according to the Parties' instructions; (iv) Provide the Title Company and FRICO with evidence of Grantee's payment of all costs related to the Relocated Canal Improvements and their installation sufficient to permit the Title Company to issue a title policy consistent with the Title Commitment; (v) Pay to FRICO any Engineer Services Fees and Legal Services Fee due and owing but not previously paid; and (vi) Pay FRICO as consideration for the conveyance of the Existing Canal Site the amount of $79,991.70 ("PURCHASE PRICE"); and3 (b) FRICO shall: (i) Execute and deliver to the Title Company a quitclaim deed for the Existing Canal Site where it traverses the Grantee Property in the form attached as Exhibit 1 ("QuIrcLA1M DEED"), reserving unto FRICO all water and mineral rights (including, but not limited to, oil and gas) appurtenant to said Existing Canal Site; and (ii) Execute a counterpart of the FRICO Easement; (iii) Provide a final accounting of Engineer Service Fees and Legal Service Fees incurred prior to the date of the Closing. (c) Both Parties shall execute such other affidavits, indemnities, and documents as the Title Company may customarily require in connection with similar transactions including such documents as may be required for the issuance of the Owner's Policy of Title Insurance in accordance with the Title Commitment and an owner's policy for Grantee for the Existing Canal Site including evidence of FRICO's authority to complete the transactions contemplated under this Agreement. (d) Possession of the Existing Canal Site shall be delivered to Grantee on the Closing Date. (e) FRICO's obligation to close is contingent upon all of the following: Insert Purchase Price equal to $2.30 for each square foot of the Existing Canal Site which the parties have agreed is 34,779 sq. ft. 9 Ditch Purchase and Relocation Agreement (i) Grantee's full and faithful performance of all requirements of this agreement that are intended to precede closing; (ii) The acceptance of the Relocated Canal Improvements by FRICO as provided for herein. (f) Under no circumstances shall FRICO be liable to Grantee for refusal to close if the requirements of Section 8(e) are not completed prior to Closing or waived by FRICO in its sole discretion prior to closing. (g) If Grantee fails to satisfy the conditions of this agreement and FRICO is entitled to and does elect not to proceed to Closing then Grantee shall make such modifications to the Relocated Canal Site and Grantee Property as FRICO determines may be necessary to stabilize the Canal, prevent stormwater flows into the Canal, and prevent water losses due to seepage. 9. LIMITATION ON CONSTRUCTION ACTIVITIES. (a) Prior to the Closing, no construction activities on the Grantee Property shall interfere with delivery of water through the Canal or place the stability or integrity of the Canal at risk. Notwithstanding the foregoing, FRICO acknowledges and agrees that the delivery of water through the Canal will be interrupted during the period when the route of water flow is transferred from the Canal to the Relocated Canal Improvements (such period, the "RELOCATION PERIOD"). (b) To the extent not addressed in the Plans, Grantee and FRICO will agree to the time and duration of the Relocation Period; provided that Grantee acknowledges and agrees that FRICO is not required to approve any Relocation Period that occurs between April 1 and October 31 of any calendar year, such period, the "IRRIGATION SEASON". Also, to the extent not addressed in the Plans, FRICO may approve, in its sole discretion, Grantee's use of transition structures to allow for the continued, uninterrupted delivery of water to FRICO end users during the Relocation Period or at such other times when Grantee is conduction construction activities in or over the Existing Canal Site. 10. RELEASE OF CLAIMS AND INDEMNIFICATION. (a) Grantee or its employees, agents, contractors, subcontractors, and assigns (together with Grantee, "Grantee RESPONSIBLE PARTIES") shall enter onto property owned or controlled by FRICO at their own risk and they further ASSUME ALL RISKS related to the inherently dangerous activity of performing construction or maintenance work on, over, or around the Canal. FRICO, its employees, agents, officers, directors, or stockholders or any of their respective successors or assigns, (collectively, with FRICO, the "FRICO INDEMNIFIED PARTIES") shall have no liability to Grantee Responsible Parties, except to the extent caused by the gross negligence or willful misconduct of any FRICO Indemnified Parties, for any losses related to or arising from entry onto property owned or controlled by FRICO, including but not limited to: (i) flows within the Canal at any time, whether normal or extraordinary; (ii) FRICO's refusal to reduce or stop the flow of water through the Canal for any or no reason; (iii) floods, flows, or ponding due 10 Ditch Purchase and Relocation Agreement to storms or any other water discharged into the Canal; (iv) failure or collapse of the Canal or any equipment used to restrict water flow in the Canal for any reason (e.g., failure of materials, pressure from expansive soils); or (v) unintended breaches of the Canal (e.g., due to extraordinary flood events, earthquake, accident, act of terrorism, etc.). Grantee Responsible Parties hereby irrevocably and forever release FRICO Indemnified Parties from any losses relating the foregoing assumed risks (including but not limited to personal injury and property damage), except to the extent caused by the gross negligence or willful misconduct of any FRICO Indemnified Parties. Grantee shall ensure that all Grantee Responsible Parties acknowledge and accept the terms of this Section 11(a) prior to commencement of work within property owned or controlled by FRICO. (b) Interruptions or reductions of flows in the Canal may have significant impact on FRICO's shareholders, due to lost crops or production or limitations on municipal water supplies. Grantee will indemnify and defend FRICO from any third party claims which may arise as a result of any interruption or reduction in the delivery of water through the Canal caused by Grantee's activities on the Grantee Property or the Existing Canal Site prior to the Closing. (c) The provisions of this Section 10 shall survive the Closing or earlier termination of this Agreement. 11. CANAL FLOW RESTORATION DURING CONSTRUCTION. (a) Notwithstanding any other provision of this Agreement, in the event that construction of the Relocated Canal Improvements is not completed or Grantee's actions in connection with such construction restrict the uninterrupted delivery of FRICO water consistent with the existing capacity of the reach of the Canal passing through the Grantee Property, FRICO shall have the right, upon prior written notice, to enter upon the Grantee Property, which area may be under construction, and to take any steps reasonably necessary to bring the Canal within the Existing Canal Site into a condition to carry water safely and in such volume as is consistent with the capacity of the reach of the Canal passing through the Grantee Property as of the date of this Agreement ("CANAL FLOW RESTORATION"), and to measure said water flows. (b) If FRICO engages in Canal Flow Restoration, Grantee shall promptly reimburse FRICO for FRICO's reasonable documented out-of-pocket expenses incurred in performing such activities, and FRICO shall be held harmless by Grantee for all damages to Grantee or third -parties that may result from Canal Flow Restoration except to the extent resulting from the FRICO's gross negligence or willful misconduct or that of FRICO's agents or contractors. 12. Stormwater. All water collected from the Grantee Property shall be bypassed away from, under, or over the Canal and the Relocated Canal Improvements as provided in the Plans. Neither the Canal nor the Relocated Canal Improvements shall be used in any manner as a stormwater conveyance or stormwater management facility. 11 Ditch Purchase and Relocation Agreement 13. Canal Maintenance and Landscaping. (a) Grantee may landscape and/or install roadway improvements over and adjacent to the Relocated Canal Improvements as are approved by FRICO in the FRICO Easement, provided such landscaping, improvements do not interfere with FRICO's operations and access to the Canal. In no event shall FRICO be liable for any damage to landscaping, improvements or that may result from installation of improvements within the Canal easement which may occur as part of FRICO's operation of the Canal. After the Canal is relocated, it shall be Grantee's and its successors' responsibility to maintain any landscaping and improvements located adjacent to and over the Canal. (b) After the Canal is relocated, if maintenance is required to ensure the flow of water through the Canal and the delivery of water from the operation of the Canal, FRICO shall notify Grantee and Grantee shall, at the Grantee's sole cost and expense, undertake the required maintenance. Prior to entry onto the Canal with an excavator or other heavy equipment, Grantee shall provide FRICO notice of the required maintenance operations. (c) In the event of an emergency along the realigned Lateral 1 of the Bull Canal, Grantee will reimburse FRICO for the cost of the repairs undertaken by FRICO or its contractors. (d) An inspection of the improvements shall be conducted annually by FRICO Engineer, within ten (10) days after water delivery ceases in the fall, or at any other time agreed upon by the parties. Unless otherwise agreed, such inspections shall be performed by the FRICO Engineer with the reasonable costs and expenses associated with the inspection of the Relocated Canal Site borne by Grantee. (e) If at any time it is the opinion of the FRICO Engineer that the landscaping or other facilities adjacent to and over the Canal are not being adequately maintained, he shall give written notice to Grantee. If Grantee does not commence such maintenance within ten (10) days or such longer period as the Parties mutually agree to (or immediately, in the event of an emergency) and diligently pursue it to completion, FRICO may have the work performed at Grantee's reasonable expense. 14. DEFAULT; REMEDIES. (a) In the event of default in the performance of any of the obligations set forth herein that the defaulting Party does not cure upon written notice from the non - defaulting Party (a) within thirty (30) days after written notice if construction is completed or (b) within five (5) business days after written notice of such default if construction work is underway ("CURE PERIOD"), then the non -defaulting Party shall have all remedies that may be available to it in law or equity. If any default would reasonably take more than the required timeframe to cure, the Cure Period shall be extended provided the defaulting Party commenced work on the cure during the default period, and diligently pursues the work required to cure the default to completion. The Cure Period provisions of this Section do not apply to defaults that involve damage to the 12 Ditch Purchase and Relocation Agreement Canal that compromise the ability of the Canal to convey water, or that compromise FRICO's ability to measure water flow or the quality of water in the Canal. (b) If Grantee fails to close the transaction contemplated hereby on the date of Closing, FRICO shall give Grantee notice of such alleged default and Grantee shall have fifteen (15) business days to cure the alleged default, and if such default is not timely cured, FRICO shall have the right to terminate this Agreement without further notice. (c) If FRICO fails or refuses to proceed to Closing in accordance with the terms of this Agreement or otherwise fails or refuses to perform its obligations hereunder in any material respects, and such failure or refusal is not cured within the Cure Period after receipt of notice from Grantee, then Grantee shall have the right in its sole and absolute discretion to either (i) terminate this Agreement; or (ii) seek such other remedies as available at law or in equity. 15. ASSIGNMENT. All of the rights and obligations of either Party under this Agreement may not be assigned, in whole or in part, to any other party or entity without express written consent, which may be withheld in each Party's sole discretion. 16. No JOINT VENTURE OR PARTNERSHIP. Nothing contained in this Agreement shall be construed as creating a partnership or joint venture between the Parties, or their respective successors and assigns, and any implication to the contrary is hereby expressly disavowed. It is understood and agreed that this Agreement does not provide for the joint exercise by the Parties of any activity, function or service, nor does it create a joint enterprise, nor does it constitute any Party as an agent of any other Party for any purpose whatsoever. 17. No THIRD PARTY BENEFICIARIES. The Parties agree that enforcement of the terms and conditions of this Agreement shall be strictly reserved to the Parties hereto, their successors and assigns, and nothing contained in this Agreement shall give or allow any claim or right of action under this Agreement by any other or third person. 18. FURTHER ASSURANCES. The Parties shall execute all additional documents and do all acts not specifically referred to in this Agreement that are reasonably necessary to effectuate this Agreement fully. 19. ENTIRE AGREEMENT. This Agreement is the entire agreement between the Parties pertaining to the subject matter and supersedes any and all prior negotiations, agreements, understanding and dealings pertaining to the subject, whether written or oral. This Agreement has been negotiated at arm's length without the Parties acting under threat, coercion or duress. The Parties waive the application of any rule of law respecting the construction of ambiguous provisions that may exist as against the Party who, or whose attorney or agent, drafted such provision. 20. SEVERABILITY. No provision of this Agreement shall be deemed unenforceable if it is subject to an interpretation that would render it enforceable. If a court of competent jurisdiction finds that any provision of this Agreement is unenforceable, in whole or in part, (a) such a finding will not disturb the validity and enforceability of the remaining provisions of this 13 Ditch Purchase and Relocation Agreement Agreement, and (b) the court shall have the authority to modify this Agreement in order to render it enforceable and to effect the original intent of the Parties to the fullest extent permitted by law. 21. BINDING EFFECT. This Agreement shall inure to the benefit of and be binding upon the Parties, and their respective successors and assigns. 22. TIME FOR PERFORMANCE. If any date for satisfaction of performance set forth in this Agreement is to occur on a Saturday, Sunday or holiday, or if any period of time set forth in this Agreement expires on a Saturday, Sunday or holiday, then such closing or expiration date shall be the next business day thereafter. "Holiday" as used in this Section shall mean those dates upon which nationally chartered banks of the United States of America are not open for business. 23. NOTICE. Any notice required or allowed to be given under this Agreement shall be given by properly addressed email and by either (i) certified mail or (ii) recognized overnight carrier posted on the same day as email notice is given. Notice is effective as of the time the email is sent. Notice is effective if sent to the persons and addresses set forth in this paragraph, unless notice (as described in this paragraph) is given to specify a different person or address. To Grantee: With a Copy to: To FRICO: With a Copy to: Hunt Brothers Properties, Inc. 10100 Dallas Street Henderson, CO 80640 Attn: Email: The Farmers Reservoir and Irrigation Co. 80 South 27t11 Avenue Brighton, CO 80601 Attn: General Manager E-mail: scot t(cr';.farmersres.com Fax: (303) 659-6077 Fairfield and Woods, P.C. 1801 California Street, Suite 2600 Denver, Colorado 80202 Attn: Joe Dischinger E-mail: jdischiriger(c?fwlay.com Fax: (303) 830-2400 14 Ditch Purchase and Relocation Agreement And a Copy to: Ecological Resource Consultants, Inc. 35715 Highway 40, Ste. D204 Evergreen, CO 80439 Attn: Troy Thompson E-mail: troy(c(crccolorado.net 24. AMENDMENT. This Agreement cannot be changed orally, and no agreements shall be effective to waive, change, modify or discharge it in whole or in part unless such agreement is in writing and executed by both Parties. 25. SECTION HEADINGS. Paragraph titles or captions contained in this Agreement are inserted only as a matter of convenience and for reference. Such titles and captions in no way define, limit, extend or describe the scope of this Agreement nor the intent of any provision. 26. ATTORNEYS' FEES. In the event of any controversy, claim, or dispute between the Parties relating to the subject matter or performance of this Agreement, each party shall bear its own expenses, including attorneys' fees. 27. RECORDATION. This Agreement shall NOT be recorded in the real property records of the County of Weld, Colorado, or filed any other public records. 28. GOVERNING LAW. This Agreement shall be construed and enforced in accordance with the laws of the State of Colorado. 29. COUNTERPARTS. This Agreement may be executed in one or more counterparts, or by facsimile or electronic (pdf) signatures each of which shall constitute an original, and all of which together shall constitute one and the same agreement. 15 Ditch Purchase and Relocation Agreement IN WITNESS WHEREOF, the Parties have executed this Agreement as of the day and year first above written. THE FARMERS RESERVOIR AND IRRIGATION COMPANY, a Colorado mutual ditch company o ' CORPORAT/� E - tBy: �' SEAL Z_ ',/7111... Aid Ottest: ,��111IN iliti111' STATE OF COLORADO ) ) ss. COUNTY OF ADAMS He d G. ':.orate Secretary The foregoing,instrument was acknowledged before me. this IF day of 20 , by Scott Edgar as General Manager and Heidi Gamer as Corporate ecretary o e Farmers Reservoir and Irrigation Company, a Colorado mutual ditch company. Witness my hand and notarial seal. My commission expires /2,-2'%-21r . EVE K. CRAVEN NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20054049121 MY COMMISSION EXPIRES 12-27-2021 16 Ditch Purchase and Relocation Agreement HUNT BROTHERS PROPERTIES, INC. By: STATE OF COLORADO ) ss. COUNTY OF The foregoing instrument was acknowledged before me this day of , 20_ by as _ of HUNT BROTHERS PROPERTIES, INC. Witness my hand and notarial seal. My commission expires Notary Public JAN NELSON NOTARY PUBLIC STATE OF COLORADO NOTARY ID 19994030527 MY COMMISSION EXP1RESAPRIL2T, 2020 17 Ditch Purchase and Relocation Agreement EXHIBIT A AFFECTED PROPERTIES (This Exhibit will include a description and depiction of the Existing Canal Site and the Grantee Property. The description and depiction is to be provided by Grantee, at Grantee's expense and confirmed by FRICO at Grantee's expense.) A.1. Legal descriptions for the following properties, located in section 25, Township 1 North, Range 68 West of the Sixth Principal Meridian County of Weld, State of Colorado: • Existing Canal Site • Grantee Property A.2. A sketch drawing showing the two legal descriptions in relation to each other. A-1 Ditch Purchase and Relocation Agreement EXHIBIT A.1 A PORTION OF THE BULL CANAL LATERAL NO. 1 RICHT—OF—WAY BEING A PARCEL OF LAND LOCATED IN THE NORTH 1/2 OF SECTION 25, TOWNSHIP 1 NORTH, RANGE ER WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO, DESCRIBED AS FOLLOWS: CONSIDERING THE NORTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 2.5 TO BEAR SOUTH 89'40'37" WEST, AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO; COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF SAID SECTION 25; THENCE SOUTH 02'51'16" WEST, A DISTANCE CF 921.65 FEET TO THE INTERSECTION CF THE EAST RIGHT—OF—WAY LINE OF THE EAST BRANCH OF THE BULL CANAL AND THE NORTH RIGHT—OF—WAY LINE OF THE BULL CANAL LATERAL NO 1, AS DESCRIBED IN DEED RECORDED DECEMBER 11, 1814 AS RECEPTION NO, 208153 IN THE RECORDS OF THE CLERIC AND RECORDER FOR WELD COUNTY, COLORADO; THENCE COINCIDENT wrTH SAID NORTH RrGHT— CF—WAY LINE THE FOLLOWING FIVE (5) COURSES AND DISTANCES: 1 SOUTH 71'36'41" EAST, A DISTANCE OF 123.98 FEET; 2 THE BEGINNING OF A CURVE, CONCAVE TO THE NORTH, HAVING A RADIUS OF 260.33 FEET A ❑ A CENTRAL ANGLE OF 21'31'07". WHOSE CHORD BEARS SOUTH 67'18'31" EAST, A DISTANCE OF 97.20 FEET; THENCE EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 97.77 FEET; 3} NORTH 89 55'09" EAST, A DISTANCE OF 325.78 FEET; 4 THE BEGINNING OF A CURVE, CONCAVE TO THE SOUTH, HAVING A RADIUS OF 782.30 FEET ❑ A CENTRAL ANGLE CF 06-10'44", WHOSE CHORD BEARS SOUTH 85'54'55" EAST, A DISTANCE OF 84.33 FEET; THENCE EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE CF 8437 FEET; 5) SOUTH 80'58'13" EAST, A DISTANCE OF 223.05 FEET; THENCE SOUTH 69'03'47" WEST, A DISTANCE OF 40.00 FEET TO THE SOUTH RIGHT—OF—WAY LINE OF SAID BULL CANAL LATERAL NO. 1; THENCE COINCIDENT WITH SAID SOUTH RIGHT—OF—WAY LINE THE FOLLOWING FIVE (5) COURSES AND DISTANCES - 1 NORTH 8O'56'13" WEST, A DISTANCE OF 222.39 FEET; 2 THE BEGINNING OF A CURVE, CONCAVE TO THE SOUTH, HAVING A RADIUS OF 742.30 FEET AND A C NTRAL ANGLE OF 06'06'00', WHOSE CHORD BEARS NORTH 85'55'34" WEST, A DISTANCE OF 76.99 FEEL; (HENCE WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 79.03 FEET; 1SOUTH 89'55'09" WEST, A DISTANCE OF 324.73 FEET; THE BEGINNING OF A CURVE, CONCAVE TO THE NORTH, HAVING A RADIUS OF 300.33 FEET AND A NTRAL ANGLE OF 21'18'21", WHOSE CHORD BEARS NORTH 81'16'40" WEST, A DISTANCE OF 111.64 FEET; THENCE WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 111.68 FEET TO THE EAST RIGHT--OF--WAY LINE OF SAID EAST BRANCH OF THE BULL CANAL AND THE BEGINNING OF A NON — TANGENT CURVE, CONCAVE TO THE WEST, HAVING A RADIUS OF 171.23 FEET AND A CENTRAL ANGLE OF 15'51'33", WHOSE CHORD BEARS NORTH 50'30'14" EAST A DISTANCE OF 47.24 FEET; THENCE ALONG THE ARC OE SAID CURVE AND COINCIDENT WITH SAID FAST RICHT—OF—WAY LINE, A DISTANCE OF 47.40 FEET TO THE TRUE POINT OF BEGINNING SAID PARCEL CONTAINS 34,779 SQUARE FEET OR 0798 ACRES, MORE OR LESS. PREPARED BY: CURTIS D. HOOS, PLS 37971 FOR AND ON BEHALF OF: AMERICAN WEST LAND SURVEYING CO A COLORADO CORPORATI NOTE: THIS DRAWING 15 MEANT TO DEPICT THE ATTACH i .i = - PTICN AND IS FOR INFORMATIONAL PURPOSES ONLY. IT DOES NOT REPRESENT A MONUMENTED LAND SURVEY. NOTE: THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY AMERICAN WEST LAND SURVEYING CO. TO DETERMINE OWNERSHIP, RIGHTS—DF—WAY CR EASEMENTS OF RECORD. LEGEND: IUJOUOT MONUMENT, AS NOTED. DRAWN BY: CDH FIELD: CDH PARCEL NO. 146725100004 HUNT BROTHERS PROPERTIES, INC. DEC. 6, 2017 PAGE 1 OF 3 ate/dea/ Vedi AidSurveyingCe. PC) Box t29, Brighton, CO 80601 " P 303-859-1532 F 303-655-0575 t AMWESTLS.COM A-2 Ditch Purchase and Relocation Agreement EXHIBIT A.1 I,JA/NSPS LAND TITLE SURVY Part of the Ncrtt 1/2 of Section 25, Township 1 North, Rohe 68 West of the 6th County of Weld, `Mote of Coorado. . r"TOPE RTY DESCRIPTION_ AS DESCRIBED Pc LAND TITLE GUARANTEE_ COMPANY'S TITLE COlviMITMEN1 DATED OCTOBER 17, 2016, ORDER NC- FC25140236--5: THE N '1/2 OF THE NE 1H/4 AND THE N 1 2 OF THE S 1/2 OE THE NE 1/4 OF SECTION 25; ANDL HAI ART F E iRAILROAD THE O COMPANY 1/4 AND SOUTH OF THERIGH YJTOF WAYCF FAST SHE THERIGHT OFWAY OFTHE ONION PACiF C BULL CANAL.; AL1 IN TOWNSHIP 1 NORTH, RANGE 68 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO_ EXCEPTING THEREFROM A STRIP OF LAND AS CONVEYED TO THE FARMERS RESERVOIR AND IRRIGATION COMPANY BY DEED RECORDED IN BOOK 406, PAGE 293, WELD COUNTY RECORDS, COUIYIY CF WELD, STATE OF COLORADO. ALSO EXCEPT THAT PORIJON DESCRIBED AS FOLLOWS. A PORTION OF A PARCEL CF LAND RECORDED Al RECEPT'ON NO. 2833396, WELD COUNTY PUBLIC RECORDS, LOCATED IN THE NE1/4 OF SECTION 25, TOWNSHIP 1 NORTH, RANGE 68 WEST OF THE 6TH P. M., COUNTY OF WELD, STATE. OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BASIS OF BEARINGS: BEARINGS ARE BASED ON THE ASSUMPTION THAT THE EAST LINE OF SAID NE1/4 OF SECTION 25 BEARS NORTH DO DEGREES 2.5 MINUTES 24 SECONDS WEST AND MMONUMENTED AS FOLLOWS: THE EAST QUARTER CORNER OF WHICH BEING A 3.25' ALUM. CAP, 1.5. 27269, THE NORTHEAST OF WHICH IS BEING A 2,5" ALUM. CAP, L.S. 243D5 COMMENCING AT SAID EAS1 GtUARTER CORNER OF SECTION 25; THENCE NORTH 00 DEGREES 25 MINUTES 24 SECONDS WEST ALONG SAID EAST LINE OF THEALTA COMMITMENT NE1/4 OF SECTION 25 A DISTANCE OF 1017.12 FEET; THENCE SOUTH 89 DEGREES 34 MINUTES 36 SECONDS WEST A DISTANCE OF 30.00_ FEET TO A POINT ON 1HE WESTERLY RICHT-OF-WAY LINE OF WELD COUNTY ROAD 13 AND THE POIN1 OF BEGINNING; THENCE ALONG THE ARC OF A CURVE TO THE LEFT WHOSE CHORD BEARS NORTH 01 DEGREES 19 MINUTES 58 SECONDS WEST A DISTANCE OF 93.01 FEET, HAVING A RADIUS OF 2930.00 FEET, A CENTRAL ANGLE OF 01 DEGREES 49 MINUTES 08 SECONDS AND AN ARC LENGTH OF 93.01 FEET; THENCE NORTH 02 DEGREES 14 MINUTES 32 SECONDS WEST A DISTANCE OF 1165-00 FEET; THENCE ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT WHOSE CHORD BEARS NORTH 01 DEGREES 19 MINUTES 58 SECONDS WEST A DISTANCE CF 97.45 FEET, HAVING A RADIUS OF .3070.00 FEET, A CENTRAL ANGLE OF 01 DEGREES 49 MINUTES 48 SECONDS AND AN ARC LENGTH OF 97.46 FEET TO A POINT 40 FEET WESTERLY AND PERPENDICULAR TO SAID WESTERLY RIGHT-OF-WAY LINE OF WELD COUNTY ROAD 13; THENCE NORTH 00 DEGREES 25 MINUTES 24 SECONDS WEST ALONG A LINE LYING 40 FEET WESTERLY AND RUNNING PARALLEL TO SAID WESTERLY RIGHT-OF-WAY LINE A DISTANCE OF 254 11 FEET TO A POINT ON THE SOUTHERLY RIGHT -OF-- WAY LINE OF WELD COUNTY ROAD 6; THENCE NORTH 89 DEGREES 40 MINUTES 41 SECONDS EAST ALONG SAID SOUTHERLY RIGHT -OF-WAY LINE A DISTANCE OF 40 DD FEET 10 A POINT ON SAID WESTERL`,' RIGHT OF WAY LINE OF WELD COUNTY ROAD 13; THENCE SOUTH 00 DEGREES 25 MINUTES 24 SECONDS EAST ALONG SAID WESTERLY RIGHT OF WAY LINE A DISTANCE OF 1608 89 FLEA TO THE PO'NT OF BEGINNING, COUNTY OF WELD, STATE OF COLORADO. A-3 Ditch Purchase and Relocation Agreement EXHIBIT A.2 A-4 Ditch Purchase and Relocation Agreement EXHIBIT B RELOCATED CANAL SITE (This Exhibit will include a legal description and depiction of the Relocated Canal Site and its relationship to the Grantee Property. The legal description and depiction is to be provided by Grantee, at Grantee's expense and confirmed by FRICO at Grantee's expense.) B.1. Legal descriptions for the following property, located in Section 25, Township 1 North, Range 68 West of the Sixth Principal Meridian, County of Weld, State of Colorado: • Relocated Canal Site B.2. A sketch drawing showing the Relocated Canal Site in relation to the Grantee Property B-1 Ditch Purchase and Relocation Agreement EXHIBIT B.1 A PORTION OF THE BULL CANAL LATERAL NO 1 RIGHT—OF—WAY BEING A PARCEL OF LAND LOCATED IN THE NORTH 1/2 CF SECTION 25, TOWNSHIP 1 NORTH, RANGE 65 WEST CF THE 6TH P.R., COUNTY or WELD, STATE DE COLORADO. DESCRIBED AS FOLLOWS: CONSIDERING THE NORTH LINE OF THE NORTHEAST 1/4 OE SAID SECTION 25 TO BEAR SOUTH 89'40'37" WEST, AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO; COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF SAID SECTION 25; THENCE SOUTH 0751'16' WEST, A DISTANCE OF 921.65 FEET TO THE INTERSECTION OF THE EAST RIGHT-OF-WAY LINE OF THE EAST BRANCH OF THE DULL CANAL AND THE NORTH RIGHT-OF-WAY LINE OF THE BULL CANAL LATERAL NO. 1, AS DESCRIBED IN DEED RECORDED DECEMBER 11, 1914 AS RECEPTION NC. 208153 IN THE RECORDS OF THE CLERK AND RECORDER FOR WELD COUNTY, COLORADO, THENCE COINCIDENT WITH SAID NORTH RIGHT- OF-WAY LINE THE FOLLOWING EWE (5) COURSES AND DISTANCES: 1 SOUTH 71'38'41' LAST, A DISTANCE OF 123.98 FEET; 2 THE BEGINNING OF A CURVE, CONCAVE TO THE NORTH, HAVING A RADIUS OF 260.33 FEET Aiifl A CENTRAL ANGLE OF 21'31'"u7', WHOSE CHORD BEARS SOUTH B1'15.3i ` EAST, A DISTANCE CF 97.20 FEET; THENCE EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 97,77 FEET; 3 NORTH 89 55'09` EAST, A DISTANCE OF 325,78 FEET; 4 THE BEGINNING OF A CURVE, CONCAVE TO THE SOUTH, HAVING A RADIUS OF 752.30 FEET D A CENTRAL ANGLE OF 06'10'44', WHOSE CHORD BEARS SOUTH 55'54'55" EAST, A DISTANCE OF 94.33 FEET; THENCE EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 84.37 FEET; 5) SOUTH 5('56' 13" EAST, A DISTANCE OF 223.05 FEET; THENCE SOUTH 09`03'47' WEST, A DISTANCE OF 40.00 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF SAID PULL CANAL LATERAL NO. 1; THENCE COINCIDENT WITH SAID SOUTH RIGHT-OF-WAY LINE THE FOLLOWING FIVE (5) COURSES ANC DISTANCES: 1NORTH 80'56'13" WEST, A DISTANCE OF 222.39 FEET; THE BEGINNING OF A CURVE, CONCAVE TO THE SOUTH, HAVING A RADIUS OF 742.30 FEET AND A NTRAL ANGLE OF 06'06'00', WHOSE CHORD BEARS NORTH 85'55'34" WEST. A DISTANCE OF 75.99 FEET: THENCE WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 79.03 FEET; 3 SOUTH 59'55'09' WEST, A DISTANCE OF 324.73 FEET; 4 THE BEGINNING OF A CURVE, CONCAVE TO THE NORTH, HAVING A RADIUS OF 300.33 FEET AND A C NTRAL ANGLE OF 21'18'21", WHOSE CHORD BEARS NORTH 81"15'40" WEST, A DISTANCE DF 111.04 FEET; THENCE WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 111-65 FEET TO THE EAST RIGHT-OF-WAY LINE OF SAID EAST BRANCH OF THE BULL CANAL AND THE BEGINNING OF A NON - TANGENT CURVE, CONCAVE TO THE WEST, HAVING A RADIUS OF 171.23 FEET AND A CENTRAL ANGLE OF 15'51'33, WHOSE CHORD BEARS NORTH 50'30'14" EAST A DISTANCE OF 47.24 FEET; THENCE ALONG THE ARC OF SAID CURVE AND COINCIDENT WITH SAID EAST RIGHT-OF-WAY LINE, A DISTANCE OF 47.40 FEET TO THE TRUE POINT OF BEGINNING, SAID PARCEL CONTAINS 34,779 SOUARE FEET OR 0.798 ACRES, PORE OR LESS PREPARED BY: CURTIS D. HODS, PLS 37971 FUR AND CH BEHALF OF: AMERICAN WEST LAND SURVEYING CO. fl A COLORADO CORPORATION \-_‘:;;!:•': .. `v CLf1'-J NOTE! THIS DRAWING IS MEANT TO DEPICT THE ATTACHED DES TION AND IS FOR INFORMATIONAL PURPOSES ONLY. IT DOES NOT REPRESENT A MONUMENTED LAND SURVEY- NOTE: THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY AMERICAN WEST LAND SURVEYING CC. TO DETERMINE OWNERSHIP, RIGHTS-DF-WAY OR EASEMENTS OF RECORD_ Q �� ,L ; f LEGEND ALIQUOT IJONUAIENT, A5 NOTED. DRAWN BY: CDH FIELD: CDHH PARCEL NO. 146725100004 HUNT BROTHERS PROPERTIES, INC. DEC. 22, 2017 PAGE 1 OF 3 �rnracea�r. ��eG ACuliido 0 pt ' CO. PO Box 129, Brighton, CO 90901 ar P 303-659-1532 F 303-855-0575 } AMWESTL,S.COM B-2 Ditch Purchase and Relocation Agreement EXHIBIT B.2 NE COR. NE 1/4, SEC. 25, NW COR, NE 1/4, SEC. 25 _ T 1 N, R 68 , FOUND 3/4" REBAR WITH 2' ALUMINUM CAP, PLS 25937 IN MONUMENT BOX.; T 1 N, R 65 W, FOUND 3/4" REBAR WITH 2 1/2" ALUMINUM CAP, PLS 24345 IN MONUMENT BOX — 589'40'37'W 2635.03' (BASIS OF BEARINGS) I mi I r� in ti 7.'Jb. il $kAPHI S gym'— -__ "~ TRUE POINT OF BEGINNING 0 200 400 c1 C1 L2 Cz c� L3 C4 c Ls 60 RIGHT—OF—WAY FOR THE 34,779 S.F,+� 0.798 Ac.+J EAST BRANCH DE THE BULL 40' RIGHT—OF—WAY FOR 7HE CANAL (REC. NO. 208153) BULL CANAL LATERAL NO. 1 (REC. NO. 208153) LINE BEARING DISTANCE .+. L1 S71'38'41 "E 123.95' -:-`"i.L L2 N89'55'09"E 325.75' ; C_ _��---T,.-- L3 580'56'13`E 223.05' t. L4 509'03`47"W 40.00' :.,-1.';71. L5 NBO'55'13'W 222.34' • 5 r _ 'i 5 --; e:✓ 1 LB 589'55'09"W 324.73' t•f `..,.1. °` °,"`_ L7 II -71'38'41"W 148.75' a0op4G4e' �• `,; . LINE RADIUS ARC DELTA CHORD BEARING CHORD C1 200.33' 97.77' 21'31'07" 581'18'31"E 97.20' 02 782.30' 84.37' 0£'10'44" 585'54'55"E 84.33' C3 742.30' 79.03' ❑6'06'00" 585'55'34"E 78.99' C4 300.33' 111.08' 21`18'21" 581'16'44"E 111.04' C5 171.23' 47.40' 15'51'33" N50'30'14"E 47.24' NOTE: THIS DRAWING IS MEANT TO DEPICT THE ATTACHED DESCRIPTION AND IS FOR INFORMATIONAL PURPOSES ONLY. IT DOES NOT REPRESENT A ItONUMENTED LAND SURVEY. NOTE: THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH HY AMERICAN WEST LAND SURVEYING CD. TO DETERMINE OWNERSHIP, RIGHTS -CF -WAY OR EASEMENTS OF RECORD. LEGEND: AUQUOT MONUMEN . AS NOTED. DRAWN BY: CI]H 2 FIELD: COH PARCEL NO. 1457251 44444 HUNT BROTHERS PROPERTIES, INC. DEC. 22, 2017 ...� S� �y�y ACe adoyqn ■■g PAGE 2 CL 3 PQ Box 120 Br! hton Co 80601 * P 303-650-1532 F 303-885-0575 dr AMWESTLS,COM B-3 Ditch Purchase and Relocation Agreement EXHIBIT C RELOCATED CANAL IMPROVEMENTS (Flans to be provided by Grantee, at Grantee's expense, and approved by FRICO at Grantee's expense) C-1 LOCATION: G:\Thornbrough\16.0759—ASCI North Shop Property\PLANS\CDs\CD COVER.dwg z LEGEND EXISTING PROPOSED PROPERTY LINE - - RIGHT-OF-WAY LINE EASEMENT 5147 CONTOURS // _ PAVEMENT GRAVEL GRASS TRAFFIC DIRECTION CONCRETE PAN 6' CYCLONE PRIVACY FENCE (WITH SLATS) 6' CYCLONE FENCE THREE -STRAND BARB WIRE - - - -OHE- - - - OVERHEAD ELECTRIC LINE 0 H POWER POLE LIGHT POLE OIL/GAS LINE VENT OIL/GAS VALVE STRUCTURE OIL/GAS WELL TRANSMISSION LINE TOWER PARCEL NUMBER: PORTION OF 1467725000026 ZONE DISTRICT: AGRICULTURAL OVERLAY DISTRICT: GEOLOGIC HAZARD PROPOSED USE: (APPROXIMATE) ®--o--. (APPROXIMATE) MULTIPLE USES OF OFFICE BUILDING, HEAVY EQUIPMENT REPAIR FACILITY, EQUIPMENT AND TRUCK STORAGE, QC LAB, ASPHALT CEMENT STORAGE, CONSTRUCTION MATERIALS RECYCLING, AND ASPHALT PRODUCTION ALL IN THE AGRICULTURAL ZONE WITH A USR. LEGAL DESCRIPTION: THE N 1/2 OF THE NE 1/4 AND THE N 1/2 OF THE S 1/2 OF THE NE 1/4 OF SECTION 25; AND ALL THAT PART OF THE E 1/2 OF THE NW 1/4 OF SECTION 25, LYING EAST OF THE RIGHT OF WAY OF THE UNION PACIFIC RAILROAD COMPANY AND SOUTH OF THE RIGHT OF WAY OF THE BULL CANAL; ALL IN TOWNSHIP 1 NORTH, RANGE 68 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO. OWNER HUNT BROTHERS PROPERTIES, INC 10100 DALLAS ST. HENDERSON, CO 80002 (303) 289-8555 DANIEL W. HUNT, PRESIDENT APPLICANT: ASPHALT SPECIALTIES CO, INC. 10100 DALLAS ST. HENDERSON, CO 80640 (303) 289-8555 NOTES: 1. SURVEY PROVIDED BY AMERICAN WEST LAND SURVEYING CO. A COLORADO CORPORATION. DATED JUNE 8, 2016. 2. ALL ELEVATIONS ARE BASED UPON STATIC GPS OBSERVATIONS AND ARE REPORTED IN NAVD 88 DATUM. A.S.C.I. NORTH MULTIPLE -USE DEVELOPMENT A PART OF THE NORTH 1/2 OF SECTION 25, TOWNSHIP 1 NORTH RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN COUNTY OF WELD, STATE OF COLORADO SITE LOCATION W.C.R. 6 W.C.R. 4 VICINITY MAP SCALE:1 "=2000' SHEET LIST TABLE SHEET NUMBER SHEET TITLE C000 COVER SHEET C001 GENERAL NOTES C002 FRICO NOTES C010 EXISTING CONDITIONS C100 OVERALL GRADING PLAN C120 DETENTION POND NO. 1 DETAILS C121 DETENTION POND NO. 2 DETAILS C122 DRAINAGE DETAILS C200 CULVERT PLAN C210 SITE DETAILS C300 EROSION & SEDIMENT CTRL PLAN C.301 EROSION CONTROL DETAILS C302 EROSION CONTROL DETAILS FRICO APPROVAL BLOCK THE SIGNATURE OF THE GENERAL MANAGER OF FRICO IS FOR THE PURPOSES OF ACKNOWLEDGING ACCEPTANCE OF THE DESIGN OF THE PERMITTED STRUCTURESONLY. THE SIGNATURE SHALL NOT IN ANY WAY CHANGE THE RIGHTS AND OBLIGATIONS OF EITHER PARTY WITH RESPECT TO THE [TITLE OF EASEMENT OR LICENSE AGREEMENT] TO WHICH THESE DESIGNS ARE ATTACHED. FRICO IS EXPRESSLY RELYING UPON THE DESIGN STANDARDS AND PERFORMANCE STANDARDS SET FORTH IN THESE DRAWINGS AS PRESENTED BY [NAME OF APPLICANT], AND [NAME OF APPLICANT] SHALL BE SOLELY RESPONSIBLE THAT, AS CONSTRUCTED, THE PERMITTED STRUCTURES SHALL PERFORM AS SPECIFIED HEREIN. GENERAL MANAGER, THE FARMERS RESERVOIR AND IRRIGATION COMPANY SCOTT EDGAR, GENERAL MANAGER FARMERS RESERVOIR AND IRRIGATION COMPANY (FRICO) 80 SOUTH 27TH AVENUE BRIGHTON, CO 80601 (303) 659-7373 UTILITY LOCATION NOTES: EROSION CONTROL NOTES: THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND IMPLEMENTING AND MAINTAINING EROSION AND SEDIMENT CONTROL MEASURES AT ALL TIMES DURING CONSTRUCTION TO PREVENT DAMAGING FLOWS ON THE SITE AND IN THE WATERSHED BELOW THE SITE. CONTROL SYSTEMS SHALL BE INSTALLED PRIOR TO STRIPPING OF NATIVE VEGETATIVE COVER AND AS GRADING PROGRESSES. REFER TO SEDIMENT AND EROSION CONTROL PLANS AND STORM WATER MANAGEMENT PLAN. CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE PLAN MAY BE MODIFIED WITH APPROPRIATE APPROVALS AS FIELD CONDITIONS WARRANT. 2. NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED WHEREVER POSSIBLE. EXPOSURE OF SOIL TO EROSION BY REMOVAL OR DISTURBANCE OF VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATION AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 3. TOPSOIL SHALL BE STOCKPILED TO THE EXTENT PRACTICABLE ON THE SITE FOR USE ON AREAS TO BE REVEGETATED. ANY AND ALL STOCKPILES SHALL BE LOCATED AND PROTECTED FROM EROSIVE ELEMENTS. 4. AT ALL TIMES, THE PROPERTY SHALL BE MAINTAINED AND/OR WATERED TO PREVENT WIND -CAUSED EROSION. EARTHWORK OPERATIONS SHALL BE DISCONTINUED WHEN FUGITIVE DUST SIGNIFICANTLY IMPACTS ADJACENT PROPERTY. IF EARTHWORK IS COMPLETE OR DISCONTINUED AND DUST FROM THE SITE CONTINUES TO CREATE PROBLEMS, THE CONTRACTOR SHALL IMMEDIATELY INSTITUTE MITIGATIVE MEASURES AND SHALL CORRECT DAMAGE TO ADJACENT PROPERTY. 5. PERMANENT OR TEMPORARY SOIL STABILIZATION MEASURES SHALL BE APPLIED TO DISTURBED AREAS WITHIN 30 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. UNLESS SPECIFIED OTHERWISE, TEMPORARY VEGETATION SHALL BE INSTALLED ON ALL DISTURBED AREAS WHERE PERMANENT SURFACE IMPROVEMENTS ARE NOT SCHEDULED FOR INSTALLATION WITHIN THREE MONTHS. TEMPORARY VEGETATION SHALL BE A VIGOROUS, DROUGHT TOLERANT, NATIVE SPECIES MIX. PROJECT SCHEDULING SHOULD TAKE ADVANTAGE OF SPRING OR FALL PLANTING SEASONS FOR NATURAL GERMINATION, BUT SEEDED AREAS SHALL BE IRRIGATED, IF CONDITIONS MERIT. REFER TO THE LANDSCAPE PLAN FOR FINAL LANDSCAPING. 6. TEMPORARY FENCES SHALL BE INSTALLED ALONG ALL BOUNDARIES OF THE CONSTRUCTION LIMITS OR PROPERTY LINES AS SHOWN ON THE APPROVED EROSION CONTROL PLAN, TO PREVENT GRADING ON PROPERTY NOT OWNED BY THE OWNER/DEVELOPER. IN ADDITION, THE WELD COUNTY MAY REQUIRE ADDITIONAL TEMPORARY FENCES IF FIELD CONDITIONS WARRANT. 7. THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER POLLUTANTS FROM ENTERING THE STORM SEWER SYSTEM DURING ALL DEMOLITION, EXCAVATION, TRENCHING, 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, ROADWAYS, WETLANDS, ETC., RESULTING FROM WORK DONE AS PART OF THIS PROJECT. 8. THE CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL REMOVE ALL SEDIMENT, MUD, CONSTRUCTION DEBRIS, OR OTHER POTENTIAL POLLUTANTS THAT MAY HAVE BEEN INADVERTENTLY DISCHARGED TO, OR ACCUMULATED IN, THE FLOWLINES AND PUBLIC RIGHT-OF-WAY AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS SITE DEVELOPMENT OR CONSTRUCTION PROJECT. 9. THE GRADING CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL INSURE THAT ALL LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR EXPORTED FROM THIS SITE SHALL BE PROPERLY COVERED TO PREVENT LOSS OF THE MATERIAL DURING TRANSPORT ON PUBLIC ROADWAYS. 10.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, 11.WATER USED IN THE CLEANING OF CEMENT TRUCK DELIVERY CHUTES SHALL BE DISCHARGED INTO A PREDEFINED, 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 PREDEFINED 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 & ENVIRONMENT'S 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 12.THE CONTRACTOR SHALL PROTECT ALL STORM SEWER FACILITIES ADJACENT TO ANY LOCATION WHERE PAVEMENT CUTTING OPERATIONS INVOLVING WHEEL CUTTING, SAW CUTTING OR ABRASIVE WATER JET CUTTING ARE TO TAKE PLACE. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL WASTE PRODUCTS GENERATED BY SAID CUTTING OPERATIONS ON A DAILY BASIS. THE DISCHARGE OF ANY WATER CONTAMINATED BY WASTE PRODUCTS FROM CUTTING OPERATIONS TO THE STORM SEWER SYSTEM IS PROHIBITED. 13.PAVED SURFACES WHICH ARE ADJACENT TO CONSTRUCTION SITES SHALL BE SWEPT IN A TIMELY MANNER WHEN SEDIMENT AND OTHER MATERIALS ARE TRACKED OR DISCHARGED ON TO THEM. EITHER SWEEPING BY HAND OR USE OF STREET SWEEPERS IS ACCEPTABLE. STREET SWEEPERS USING WATER WHILE SWEEPING IS PREFERRED IN ORDER TO MINIMIZE DUST. FLUSHING OFF PAVED SURFACES WITH WATER IS PROHIBITED. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO [UNCC] AT 1-800-1922-1087, AT LEAST 48 HOURS PRIOR TO CONSTRUCTION TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES ARE TO BE LOCATED BY CONTACTING THE RESPECTIVE REPRESENTATIVE. UTILITY SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY SIZE, AND HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING FACILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER AND WELD COUNTY OF ANY DISCREPANCIES. 2. MARTIN/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THESE PLANS HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER, THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION, [HORIZONTAL AND VERTICAL] OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION AND NOTIFY THE ENGINEER AND WELD COUNTY OF ANY DISCREPANCIES. tist UNCC Know what's below. UTILITY NOTIFICATION Call beforeyou dig. CENTER OF COLORADO g CALL 811 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES MARTIN/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. z z w z I- J z O U MAIN 303.431.6100 MARTINMARTIN.COM � O ,W I- V1� r ~ 2.O LL O o W" n H LL Z ��W vJ Ri- uJz J W G O I- o (n 51 O Q W 0 0 z COVER SHEET CD E 0 z 0 O e CD CL a) N 0 N FIRST SUBMITTAL n 0 N N 0 SECOND SUBMITTAL N 0 0 0 REVISION 01 N 0 N 0 THIRD SUBMITTAL n 0 N FOURTH SUBMITTAL co 0 N 0 0 REVISION 02 00 0 N 6▪ 1 0 0 REVISION 03 N r Ln O to THORNBROUGH SUNDSTROM SUNDSTROM THORNBROUGH a) E z 0 0 0 U 0 m CD O m 0 O CD 0 0 U E 0 0 r z CDW�W ft eL ci 0 0 Li J r U) JWJW11!)0, QWUX WW�zo¢Er QWUWWQ0 p W �WW=Q J o - _100 Z W W - won z _ a O ZHa Q U) kwoEL W W W CO Cr Z W 0 C?O W M U Z W - 0 o�z= W = z U z Sheet Number: C000 LAST SAVED BY: MSUNDSTROM LOCATION: G:\Thornbrough\16.0759-ASCI North Shop Property\PLANS\CDs\CD COVER.dwg z MARTIN/MARTIN, INC. GENERAL NOTES: IN ADDITION TO THE WELD COUNTY STANDARD NOTES, THE FOLLOWING SHALL APPLY: ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE WELD COUNTY STANDARDS AND SPECIFICATIONS LATEST REVISION. ALL STREETS, WATER MAIN, STORM SEWER AND SANITARY SEWER CONSTRUCTION SHALL BE SUBJECT TO WELD COUNTY INSPECTION. 2. THE CONTRACTOR SHALL HAVE ONE [1] SIGNED COPY OF PLANS APPROVED BY THE WELD COUNTY AND ONE COPY OF THE APPROPRIATE DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 3. CONTRACTOR SHALL NOTIFY THE ENGINEER, OWNER AND WELD COUNTY [48] -HOURS PRIOR TO THE START OF CONSTRUCTION. A PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE WELD COUNTY ENGINEERING INSPECTOR [24] -HOURS PRIOR TO START OF WORK. 4. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB SITE, INCLUDING, BUT NOT LIMITED TO, SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK, TRENCH EXCAVATION AND SHORING, TRAFFIC CONTROL AND SECURITY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 5. THE WELD COUNTY/OWNER/ENGINEER CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 6. ALL TRENCHES SHALL BE ADEQUATELY SUPPORTED AND THE SAFETY OF WORKERS PROVIDED FOR AS REQUIRED BY THE MOST RECENT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION [OSHA] "SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION." THESE REGULATIONS ARE DESCRIBED IN SUBPART P, PART 1926 OF THE CODE OF FEDERAL REGULATIONS. SHEETING AND SHORING SHALL BE UTILIZED WHERE NECESSARY TO PREVENT ANY EXCESSIVE WIDENING OR SLOUGHING OF THE TRENCH WHICH MAY BE DETRIMENTAL TO HUMAN SAFETY, TO THE PIPE BEING PLACED, OR TO ANY EXISTING SITE IMPROVEMENTS OR STRUCTURES. THE CONTRACTOR MAY BE REQUIRED TO USE AN APPROVED PILING INSTEAD OF SHEETING AND SHORING. 7. CONTRACTOR SHALL OBTAIN ALL PERMITS FOR STREET CUTS, UTILITY INTERRUPTIONS AND TRAFFIC CONTROL. 8. AT LEAST FIVE [5] WORKING DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION, A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO WELD COUNTY. THE TRAFFIC CONTROL PLAN SHALL BE PREPARED BY A CERTIFIED TRAFFIC CONTROL SUPERVISOR AND SHALL BE IN CONFORMANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. NO WORK SHALL BEGIN UNTIL ALL TRAFFIC CONTROL DEVICES HAVE BEEN PLACED IN ACCORDANCE WITH THE PLAN. THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN THE TRAFFIC CONTROL DEVICES FOR THE ENTIRE DURATION OF THE PROJECT OR UNTIL THE ROADWAY HAS BEEN OPENED AND THE PERMANENT TRAFFIC CONTROL DEVICES HAVE BEEN INSTALLED. 9. ALL TRENCH BACKFILL AND SUBGRADE PREPARATION SHALL BE TESTED TO ENSURE COMPLIANCE WITH WELD COUNTY STANDARDS AND SHALL BE TESTED AT WELD COUNTY REQUIRED FREQUENCIES BY A WELD COUNTY APPROVED PRIVATE SOILS TESTING FIRM. TEST RESULTS SHALL BE SUBMITTED TO, REVIEWED, AND APPROVED BY, THE WELD COUNTY ENGINEERING DIVISION PRIOR TO INSTALLING BASE COURSE, ASPHALT OR CONCRETE ON PREPARED SUBGRADE. ALL BASE COURSE DENSITY SHALL ALSO BE TESTED BY THE PRIVATE SOILS FIRM AT WELD COUNTY REQUIRED FREQUENCIES TO ENSURE COMPLIANCE WITH WELD COUNTY REQUIREMENTS. BASE COURSE TEST RESULTS SHALL ALSO BE APPROVED BY THE WELD COUNTY ENGINEERING DIVISION PRIOR TO INSTALLING PAVEMENT. ALL CONCRETE AND ASPHALT PLACED SHALL BE TESTED IN ACCORDANCE WITH WELD COUNTY MINIMUM MATERIALS TESTING STANDARDS. TEST RESULTS SHALL BE REVIEWED AND APPROVED BY THE WELD COUNTY ENGINEERING DIVISION PRIOR TO INITIATION OF THE REQUIRED [2] YEAR WARRANTY PERIOD. 10. CONTRACTOR SHALL CONFORM TO ALL FEDERAL, STATE AND LOCAL HEALTH AND SAFETY RULES AND REGULATIONS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. REPAIR OF DAMAGED UTILITIES SHALL BE AT THE CONTRACTORS EXPENSE, INCLUDING BUT NOT LIMITED TO UNKNOWN UNDERGROUND UTILITIES. 12. EXISTING FENCES, TREES, SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, STRUCTURES, AND IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE CONTRACTOR'S EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS. 13. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAINTAINING REASONABLE ACCESS TO AND FROM ALL OF THE ADJACENT PROPERTIES THROUGHOUT THE COURSE OF THE WORK. THE CONTRACTOR SHALL BE REQUIRED TO MEET (INDIVIDUALLY OR COLLECTIVELY) WITH ALL ADJACENT PROPERTY OWNERS WHO'S DRIVEWAY ACCESS WILL BE AFFECTED BY THE WORK. AS CONSTRUCTION CONDITIONS CHANGE AND THE WORK PROGRESSES, THE CONTRACTOR SHALL BE REQUIRED TO PERIODICALLY UPDATE THOSE PROPERTY OWNERS SO THAT THEY ARE KEPT INFORMED ABOUT THEIR ACCESS. 14. OWNER/DEVELOPER SHALL OBTAIN A STORMWATER CONSTRUCTION PERMIT FROM THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, WATER QUALITY CONTROL DIVISION, PRIOR TO CLEARING, GRADING, OR EXCAVATING A SITE OF ONE-HALF ACRE OR MORE, OR LESS THAN ONE-HALF ACRE AND PART OF A LARGER DEVELOPMENT. A COPY OF THE APPROVED PERMIT MUST BE SUBMITTED TO THE WELD COUNTY ENGINEERING DIVISION PRIOR TO THE START OF CLEARING, GRADING OR EXCAVATING OF THE SITE. A COPY OF THE APPROVED PERMIT MUST ALSO BE AVAILABLE ON THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 15. CONTRACTOR SHALL OBTAIN A COLORADO STATE CONSTRUCTION DEWATERING DISCHARGE PERMIT FROM THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT FOR ALL AREAS WHERE DEWATERING IS REQUIRED FROM AN EXCAVATION AND WATER IS DISCHARGED INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATES. A COPY OF THE APPROVED PERMIT MUST BE SUBMITTED TO THE WELD COUNTY ENGINEERING DIVISION PRIOR TO THE START OF ANY DEWATERING. A COPY OF THE APPROVED PERMIT MUST ALSO BE AVAILABLE ON THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING STORM RUNOFF AND ANY GROUNDWATER ENCOUNTERED DURING THE CONSTRUCTION OF ANY PORTION OF THIS PROJECT. GROUNDWATER SHALL BE PUMPED, PIPED, REMOVED AND DISPOSED OF IN A MANNER WHICH DOES NOT CAUSE FLOODING OF EXISTING STREETS NOR EROSION ON ABUTTING PROPERTIES IN ORDER TO CONSTRUCT THE IMPROVEMENTS SHOWN ON THESE PLANS. NO CONCRETE SHALL BE PLACED WHERE GROUNDWATER IS VISIBLE OR UNTIL THE GROUNDWATER TABLE HAS BEEN LOWERED BELOW THE PROPOSED IMPROVEMENTS. ANY UNSTABLE AREAS, AS A RESULT OF GROUNDWATER, ENCOUNTERED DURING THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS SHALL BE STABILIZED AS AGREED UPON BY THE CONTRACTOR, THE WELD COUNTY, AND THE GEOTECHNICAL ENGINEER AT THE TIME OF OCCURRENCE. 17. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURBS, GUTTERS AND OTHER UTILITIES AT THE POINT OF CONNECTION SHOWN ON THE PLANS, AND AT ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 18. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL UTILITIES TO COORDINATE SCHEDULES. 19. CONTRACTOR SHALL NOTIFY ALL BUSINESSES/RESIDENTS IN WRITING 48 HOURS PRIOR TO ANY SHUT-OFF IN SERVICE. THE NOTICES MUST HAVE CONTRACTOR'S PHONE NUMBER AND NAME OF CONTACT PERSON, AND EMERGENCY PHONE NUMBER FOR AFTER HOURS CALLS. ALL SHUT OFFS MUST BE APPROVED BY THE WELD COUNTY UTILITY DIVISION, AND WELD COUNTY VALVES AND APPURTENANCES SHALL BE OPERATED BY WELD COUNTY PERSONNEL, UNLESS WRITTEN PERMISSION IS GIVEN OTHERWISE. 20. ALL PUBLIC IMPROVEMENT WORK, INCLUDING CORRECTION WORK, SHALL BE INSPECTED BY A WELD COUNTY REPRESENTATIVE WHO SHALL HAVE THE AUTHORITY TO HALT CONSTRUCTION WHEN STANDARD CONSTRUCTION PRACTICES ARE NOT BEING ADHERED TO. THE WELD COUNTY RESERVES THE RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS ENGINEERING CODE OF STANDARDS AND SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF PUBLIC IMPROVEMENTS. CONTRACTOR IS RESPONSIBLE FOR BEING AWARE OF, NOTIFYING, COORDINATING AND SCHEDULING ALL INSPECTIONS REQUIRED FOR FINAL APPROVALS AND PROJECT ACCEPTANCE. 21. THE CONTRACTOR SHALL NOT OPERATE ANY CONSTRUCTION VEHICLES NOR PERFORM ANY CONSTRUCTION OPERATIONS BEFORE 7 AM OR AFTER 6 PM, MONDAY THROUGH FRIDAY OR BEFORE 8 AM AND AFTER 5 PM ON SATURDAYS. NO WORK WILL BE ALLOWED ON SUNDAYS OR HOLIDAYS. THE WELD COUNTY RESERVES THE RIGHT TO FURTHER RESTRICT OR MODIFY THESE HOURS OF OPERATION IF CONDITIONS WARRANT. 22. TRAILS SHOWN ON LANDSCAPE CONSTRUCTION PLANS SHALL BE FIELD FIT TO ATTAIN 4.8% MAX SLOPE AND 2% CROSS SLOPE PER ADA REQUIREMENTS, UNLESS OTHERWISE NOTED. 2.3. COMPACTION OF ALL TRENCHES MUST BE ATTAINED AND COMPACTION TEST RESULTS SUBMITTED TO THE ENGINEER AND THE WELD COUNTY PRIOR TO FINAL ACCEPTANCE. 24. RECORD DRAWINGS SHOWING ALL CHANGES FROM THE APPROVED CONSTRUCTION DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AND OWNER PRIOR TO INITIATION OF THE WARRANTY PERIOD. THE RECORD DRAWINGS WILL CONSIST OF A MARKED -UP SET OF "ISSUED FOR CONSTRUCTION" DRAWINGS VERIFYING THE FOLLOWING: • ALL LENGTHS, SIZES, AND MATERIALS OF INSTALLED PIPE, MANHOLES, AND ANY OTHER IMPROVEMENT. • HORIZONTAL LOCATIONS EITHER BY STATION AND OFFSET, OR BY NORTHING AND EASTING COORDINATES OF ALL MANHOLES, BENDS, CLEANOUTS, VALVES, TAPS, WYES, STUBS, PLUGS, TEES, ETC. • INVERT ELEVATIONS OF STORM SEWER AND SANITARY SEWER MANHOLES, INLETS, OUTLETS, STUB ENDS, TOP OF PIPE ELEVATIONS OF EACH UTILITY CROSSING, ETC. • CONSTRUCTED SLOPE OF STORM AND SANITARY PIPES BETWEEN MANHOLES AND STRUCTURES. • TOP OF PIPE ELEVATION AT REGULAR INTERVALS AND/OR FITTINGS FOR WATER LINES. • ELEVATIONS AT FLOWLINE OF CURB AND GUTTER AT DESIGN LOCATIONS AND GRADE BREAKS. ELEVATION OF INLET AND TRENCH DRAIN GRATES. TOP OF CURB AT CURB INLETS. • ANY OTHER VARIATIONS FROM THE CONSTRUCTION DOCUMENTS MUST BE CLEARLY NOTED AND DETAILED ON THE PLANS. • AS -BUILT FIELD NOTES, FROM WHICH THE AS -BUILT DRAWINGS ARE PREPARED, ARE TO BE PROVIDED AND STAMPED/SIGNED AND DATED BY A COLORADO REGISTERED PROFESSIONAL LAND SURVEYOR. 25. THE CONTRACTOR SHALL WARRANT ALL WORK TO BE FREE FROM DEFECTS IN WORKMANSHIP AND MATERIALS FOR THE PERIOD AS REQUIRED BY WELD COUNTY FROM THE DATE OF ACCEPTANCE INTO THE WARRANTY PERIOD OF ALL CONSTRUCTION. 26. DURING CONSTRUCTION AND UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION. 27. A GEOTECHNICAL REPORT SHALL BE OBTAINED FOR PAVEMENT DESIGN AND RECOMMENDATIONS REGARDING EXCAVATION, COMPACTION, MATERIALS, EMBANKMENT, PAVEMENT SUBEXCAVATION, MOISTURE CONTROL, AND TOPSOIL REMOVAL AND REPLACEMENT. THE CONSTRUCTION METHODS FOR EXCAVATION/EMBANKMENTS, COMPACTION, AND SUBGRADE PREPARATION SHALL BE IN STRICT CONFORMANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF DISCREPANCIES BETWEEN THE GEOTECHNICAL REPORT RECOMMENDATIONS AND REQUIREMENTS OF THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS. 28. THESE CONSTRUCTION DOCUMENTS ARE INTENDED SOLELY FOR THE CONSTRUCTION OF THE DEVELOPMENT DEPICTED HEREIN. PERIODIC, SYSTEMATIC MAINTENANCE IS NECESSARY FOR THE OWNER TO REALIZE THE DESIGN LIFE AND PERFORMANCE OF THE FACILITIES OF THIS PROJECT. INSPECTION, MAINTENANCE AND REPAIR ARE THE SOLE RESPONSIBILITY OF THE OWNER. THE DESIGN RELIES UPON A RESPONSIBLE EFFORT BY THE OWNER TO MAINTAIN THE FACILITIES, THUS, ANY DAMAGES ARISING OUT OF THE OWNER'S FAILURE TO PERFORM SAID MAINTENANCE ARE BEYOND THE DESIGNERS CONTROL. MARTIN/MARTIN EMPHASIZES THE IMPORTANCE OF A MAINTENANCE PROGRAM AND IF REQUESTED WOULD BE AVAILABLE TO SUBMIT A PROPOSAL FOR ASSISTING THE OWNER IN THE DEVELOPMENT OF A COMPREHENSIVE, SYSTEMATIC MAINTENANCE PROGRAM TO MAINTAIN THE MAJOR INFRASTRUCTURE COMPONENTS OF THIS PROJECT. OWNER SHOULD BE COGNIZANT OF THE IMPORTANCE OF MAINTAINING DRAINAGE PATTERNS AND TO AVOID EXCESSIVE IRRIGATION. THE SOILS TYPICALLY FOUND IN COLORADO ARE SENSITIVE TO EXCESS MOISTURE. THIS COULD POTENTIALLY RESULT IN PAVEMENT/STRUCTURE MOVEMENTS WHICH MAY BE UNACCEPTABLE AND COMPROMISE THE DESIGN INTENT AND FUNCTIONALITY OF THE PROJECT. MARTIN/MARTIN RECOMMENDS THE OWNER MAINTAIN A COMPLETE SET OF SOILS/DRAINAGE REPORTS AND DESIGN PLANS OF THE PROJECT FOR FUTURE REFERENCE. 29. MARTIN/MARTIN HAS NO RESPONSIBILITY FOR THE FOUNDATION SYSTEMS USED WITHIN THIS DEVELOPMENT. MARTIN/MARTIN SUGGESTS THAT ALL OWNERS, PRESENT AND FUTURE, BECOME AWARE OF THE RISK ASSOCIATED WITH IMPROPER MAINTENANCE OF SLOPES AND DRAINAGE AWAY FROM THE STRUCTURES. MARTIN/MARTIN RECOMMENDS THE FOLLOWING REFERENCE AS A WAY TO BECOME MORE AWARE OF THE UNIQUE SOILS CONDITIONS FOUND WITHIN THIS PROJECT AND WITHIN MUCH OF THE FRONT RANGE AREA. "A GUIDE TO SWELLING SOIL FOR HOMEBUYERS AND HOMEOWNERS: PUBLISHED BY THE COLORADO GEOLOGICAL SURVEY, SPECIAL PUBLICATION NO. 4.3. 30. THE FOLLOWING LIMITED SCOPE OF RESPONSIBILITY NOTE MUST BE LOCATED, OR REFERENCED TO A GENERAL NOTE, ADJACENT TO THE P.E. SEAL PER 5.1.5 OF THE COLORADO BYLAWS AND RULES. MARTIN/MARTIN, INC. DID NOT HAVE A GEOTECHNICAL STUDY WHEN COMPLETING THE GRADING PLANS. IT IS RECOMMENDED THAT A GEOTECHNICAL ENGINEER IS ENGAGED FOR GUIDANCE IN PLACING FILL. GRADING NOTES: ALL SITE GRADING [EXCAVATION, EMBANKMENT, AND COMPACTION] SHALL CONFORM TO THE RECOMMENDATIONS OF A GEOTECHNICAL INVESTIGATION FOR THIS PROPERTY AND SHALL FURTHER BE IN CONFORMANCE WITH WELD COUNTY'S "STANDARDS AND SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF PUBLIC IMPROVEMENTS," LATEST EDITION. 2. THE GRADING DESIGN SHOWN HEREON HAS BEEN PREPARED IN CONFORMANCE WITH THE REQUIREMENTS OF FHA AND HUD CRITERIA. VARIOUS CONFLICTING DESIGN CRITERIA MAKE TOTAL COMPLIANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS DIFFICULT [ADA, SITE PLAN LAYOUT, ETC.]. THUS, THESE PLANS SHALL BE PROVIDED TO THE GEOTECHNICAL ENGINEER FOR REVIEW AND COMMENT RELATIVE TO COMPLIANCE WITH THEIR RECOMMENDATIONS. IF THE GEOTECHNICAL ENGINEER DETERMINES THE DESIGN MAY COMPROMISE THE ACCEPTABLE PERFORMANCE OF THE STRUCTURES AND/OR PAVEMENTS, UPON RECEIPT OF THE WRITTEN COMMENTS FROM THE GEOTECHNICAL ENGINEER, COMMENTS WILL BE DISCUSSED AND RESOLVED WITH THE OWNER AND THE GEOTECHNICAL ENGINEER, AND WILL BE ADDRESSED IN A MANNER AS DIRECTED BY THE OWNER. 3. EXISTING ELEVATIONS SHOWN ON THIS DRAWING HAVE BEEN DEPICTED FROM BEST AVAILABLE INFORMATION AND ARE SHOWN TO THE EXTENT KNOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING GRADE CONDITIONS AT THE LIMITS OF CONSTRUCTION AND AT LOCATIONS THAT INTERFACE WITH EXISTING OR PROPOSED STRUCTURES AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES THAT CONTRADICT THE ENGINEERS INTENT FOR DRAINAGE PATTERNS, MAXIMUM AND MINIMUM SLOPES, AND PROPOSED ELEVATIONS AS SHOWN ON THE PLAN. THE ENGINEER WILL NOT BE LIABLE FOR ANY COSTS ASSOCIATED WITH CHANGES TO THE DESIGN WITHOUT PROPER NOTIFICATION. 4. PROPOSED CONTOURS AND SPOT ELEVATIONS AS SHOWN HEREIN ARE DEFINED AS FINISHED ELEVATION AFTER PAVING, LANDSCAPING, ETC. CONTRACTOR SHALL COORDINATE WITH GEOTECH FOR PAVEMENT THICKNESS AND LANDSCAPE FOR THICKNESS OF TOPSOIL, SOD AND LANDSCAPE MATERIALS. ALL SPOTS ARE TO FLOWLINE UNLESS OTHERWISE NOTED. FG = FINISHED GRADE, FF = FINISH FLOOR, TOF = TOP OF FOUNDATION, HP = HIGH POINT, LP = LOW POINT, TOW = TOP OF WALL [FINISHED GRADE AT BACK OF WALL], BOW = BOTTOM OF WALL [FINISHED GRADE AT FACE OF WALL], GB = GRADE BREAK, FL = FLOWLINE, TOC = TOP OF CURB. 5. ALL ISLANDS ARE TO BE GRADED SUCH THAT THERE IS A POSITIVE DRAINAGE TO ADJACENT CURB AND GUTTER. 6. COMMERCIAL BUILDING FINISHED FLOOR [OR TOP OF FOUNDATION] ELEVATIONS MUST BE A MINIMUM 1.0 FEET ABOVE THE 100 -YEAR WATER SURFACE ELEVATION AND RESIDENTIAL MUST BE A MINIMUM 2.0 FEET ABOVE THE 100-YR WATER SURFACE. 7. TEMPORARY CUT/FILL SLOPES SHALL NOT EXCEED A STEEPNESS OF [ 1 :1 ] (H:V). PERMANENT SLOPES SHALL NOT EXCEED [4:1] (H:V) [UNLESS NOTED OTHERWISE] IN AREAS TO BE SEEDED OR SODDED. 8. CONTRACTOR SHALL ADJUST ALL EXISTING AND PROPOSED MANHOLE RIMS, VALVE BOXES, ETC. TO MATCH FINAL GRADE. 9. REFER TO FINAL DRAINAGE STUDY DATED SEPTEMBER 12, 2017 PREPARED BY MARTIN/MARTIN, INC. FOR DRAINAGE BASINS, FLOWS, AND INTENDED DRAINAGE PATTERNS. 10. MARTIN/MARTIN IS PROVIDING LINE AND GRADE FOR THE RETAINING WALLS SHOWN HEREON. THE WALL LAYOUT/GRADING SHOWN IS PROVIDED TO THE WALL DESIGNER/CONTRACTOR AS A COURTESY. THE WALL DESIGNER SHALL TAKE INTO CONSIDERATION ALL JURISDICTIONAL REQUIREMENTS, GEOTECHNICAL INFORMATION AND REQUIREMENTS, AND GRADING/DRAINAGE PATTERNS IN THE DESIGN OF THE WALLS. THE RETAINING WALL DESIGN NEEDS TO ACCOMMODATE THE EFFECTS OF UNCONTROLLED RUNOFF FROM UP -GRADIENT OF THE WALLS, INCLUDING HYDROSTATIC PRESSURE AND EROSION. REFER TO GRADING PLANS DATED SEPTEMBER 12, 2017 PREPARED BY MARTIN/MARTIN FOR PROPOSED GRADING AND TO THE FINAL DRAINAGE REPORT DATED SEPTEMBER 12, 2017 PREPARED BY MARTIN/MARTIN FOR DRAINAGE BASINS AND PATTERNS. STORM SEWER NOTES: 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE [LOCAL JURISDICTION] ENGINEERING STANDARDS, MATERIAL SPECIFICATIONS, AND DRAWINGS [LATEST REVISION]. ALL STORM SEWER CONSTRUCTION SHALL BE APPROVED AND INSPECTED BY WELD COUNTY. 2. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING STORM SEWER POINTS OF CONNECTION PRIOR TO CONSTRUCTION OF ANY PROPOSED STORM SEWER. 3. ALL STORM SEWER LINES SHALL BE RCP, CLASS III UNLESS DISTANCE BETWEEN PIPE CROWN AND BOTTOM OF PAVEMENT IS LESS THAN 18", IN WHICH CASE CLASS IV WILL BE REQUIRED. 4. ALL STORM SEWER PIPE JOINTS SHALL BE INSTALLED WITH AN APPROVED RUBBER GASKET 0 -RING OR PROFILE TYPE GASKET. THE JOINT SHALL BE SIMILAR AND EQUAL TO THE BUREAU OF RECLAMATION "R-4" JOINT DESIGNATION, UNLESS OTHERWISE APPROVED BY THE ENGINEER. 5. DISTANCES FOR STORM SEWER PIPE ARE THE HORIZONTAL DISTANCES FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. THEREFORE, DISTANCES SHOWN ON PLANS ARE APPROXIMATE AND COULD VARY DUE TO VERTICAL ALIGNMENT AND MANHOLE WIDTHS. 6. MANHOLES, BARRELS AND CONES SHALL BE CONSTRUCTED OF PRECAST CONCRETE. CAST -IN - PLACE MANHOLES SHALL NOT BE ALLOWED. 7. PRECAST MANHOLES AND RISERS SHALL BE MANUFACTURED IN CONFORMITY WITH ASTM DESIGNATION C-478. ALL CONES SHALL BE [ECCENTRIC] AND SHALL BE ROTATED AWAY FROM ADJACENT CURB AND GUTTER. 8. ALL STORM SEWERS SHALL HAVE CLASS "B" BEDDING UNLESS OTHERWISE SHOWN. BEDDING MATERIAL SHALL CONFORM TO ASTM C-33 OR D-448, GRADATION NO. 67. 9. THE FLEXIBLE PLASTIC JOINT SEALING COMPOUND SHALL BE "RAMNEK," RUBBERNECK OR APPROVED EQUAL. 10. THE CONNECTION OF A NEW STORM SEWER TO AN EXISTING MANHOLE/INLET MAY REQUIRE CHANGES IN ELEVATIONS OR MODIFICATION TO EXISTING STRUCTURES. USE OF A PRE -CAST CONCRETE STRUCTURE OR MANHOLE/INLET RECONSTRUCTION IS AT THE DISCRETION OF WELD COUNTY. 11. CONTRACTOR SHALL IMMEDIATELY REMOVE DEBRIS DEPOSITED INTO PUBLIC MANHOLES AND OTHER PUBLIC STRUCTURES TO ELIMINATE THE POSSIBILITY OF PROPERTY DAMAGE DUE TO THE DEBRIS CAUSING BACKUP INTO PRIVATE PROPERTIES. IF IT IS DETERMINED THAT DEBRIS CAUSED A BACKUP, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR DAMAGES. 12. NO TREES SHALL BE PLANTED WITHIN ANY SEWER EASEMENT OR WITHIN TEN [ 10] FEET OF ANY PUBLIC MANHOLES, PIPES OR INLETS. 13. RIM ELEVATIONS SHOWN ARE APPROXIMATE ONLY AND ARE NOT TO BE TAKEN AS FINAL ELEVATIONS. CONTRACTOR SHALL USE PRECAST CONCRETE ADJUSTMENT RINGS TO ADJUST THE MANHOLE FRAME TO THE REQUIRED FINAL GRADE, SUCH THAT THERE IS NO MORE THAN EIGHTEEN [18] INCHES FROM FINISHED GRADE TO THE TOP OF THE CONE SECTION. THE RIM SHALL BE LEFT 1/8 -INCH TO 1/4- INCH BELOW FINISHED ASPHALT. 14. MANHOLE COVERS SHALL BE ALIGNED TO PROVIDE A MINIMUM OF THREE [3] FEET CLEARANCE BETWEEN THE MANHOLE RING AND THE LIP OF GUTTER. 15. STATIONING/COORDINATES SHOWN FOR TYPE 'R' INLETS IS ON FLOWLINE AT CENTER OF INLET. STATIONING/COORDINATES FOR AREA INLETS ARE AT CENTER OF INLET. STATIONING/COORDINATES FOR FLARED END SECTIONS ARE AT CENTER OF FLARED END. 16. SLOPE OF INLET FLOW LINE OR GRATE TO MATCH STREET GRADE UNLESS INLET IS AT A SUMP LOCATION. 17. CONTRACTOR TO COORDINATE HORIZONTAL AND VERTICAL LOCATIONS OF ROOF DRAIN SERVICES AND DOWNSPOUTS WITH PLUMBING AND ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. SITE HORIZONTAL CONTROL NOTES: 1. ALL RADII FOR TRAILS AND SIDEWALKS SHALL BE A MINIMUM OF [5] FEET. 2. ALL DIMENSIONS, CURVE DATA AND LINE DATA ARE AT FLOWLINE UNLESS OTHERWISE NOTED. 3. ALL PAVEMENT MARKING WITHIN PARKING AREA SHALL BE PAVEMENT MARKING PAINT. ALL PARKING STALLS SHALL BE FOUR INCHES (4") WIDE WHITE PAVEMENT MARKING PAINT. PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH SECTION 627 -PAVEMENT MARKINGS, OF THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION - COLORADO DEPARTMENT OF TRANSPORTATION, LATEST EDITION. 4. ALL CURB AND GUTTER WITHIN PARKING AREA IS SIX INCHES (6") VERTICAL CURB WITH [1'] PAN, UNLESS OTHERWISE NOTED. ALL CURB AND GUTTER WITHIN RIGHT-OF-WAY IS SIX INCHES (6") VERTICAL WITH [2'] PAN UNLESS OTHERWISE NOTED. CURB AND GUTTER SHOWN [USE SYMBOL] SHALL BE SPILL TYPE. ALL OTHER AND GUTTER SHALL BE CATCH TYPE. 5. ALL PAVEMENT IS ASPHALT UNLESS OTHERWISE NOTED. 6. FLOWLINE RADIUS IS [3] FEET UNLESS OTHERWISE NOTED. 7. CONTRACTOR TO SUBMIT JOINT PATTERN FOR CONCRETE PAVEMENT, PRIOR TO CONSTRUCTION, FOR APPROVAL. SEE JOINT DETAILS IN PLANS. 8. REFER TO LANDSCAPE/ARCHITECT PLANS FOR FINAL SIDEWALK HANDICAP RAMP LAYOUT AND DETAILS AND FOR LANDSCAPING REQUIREMENTS. 9. ARCHITECTURAL BUILDING PLANS SHOULD BE PREPARED PRIOR TO CONSTRUCTION. CONTRACTOR TO VERIFY AND COORDINATE DOOR LOCATIONS WITH ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCY. 10.REFER TO ELECTRICAL PLANS FOR SITE LIGHTING POLE LOCATIONS. COORDINATE ANY DISCREPANCIES WITH ENGINEER PRIOR TO INSTALLATION OF POLE BASES. SITE NOTES: 1. ALL CONCRETE SHALL HAVE A MAXIMUM WATER/CEMENT RATIO (W/C) OF 0.42". 2. ALL CONSTRUCTION SHALL CONFORM TO CDOT SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATE z� F- w W OC z cad C z z z CC 3 0 0 U MAIN 303.431.6100 MARTINMARTIN.COM ��W vJ Ri- uJz J CW ■ G Ol-o u551O Q W 0 O z GENERAL NOTES (1) C z C 0 O a) CL cr FIRST SUBMITTAL n a N a SECOND SUBMITTAL N a N a a REVISION 01 N- 0 THIRD SUBMITTAL n a N FOURTH SUBMITTAL 00 a N a 0 REVISION 02 03 0 O1 a a REVISION 03 r Ln 0 c9 THORNBROUGH SUNDSTROM SUNDSTROM THORNBROUGH E z O N C C U 0 m a) 0 m 0 0 () O 0 C� C 0 C� r z =mow LC�X� 0 0 W J L: U) J tY r: W W z W X ¢ WWo�z�:C) Wo ft L' U Q W wti 7 HT0z�ow: -I W W = Q J n - z J o o Z 0_ CC W I -I-' CC z O ¢WAIT, ZHa < IT) won_ o��z� w V) lyW Li_ mCr ZW 0 ELI - 0 w j U Z J W - 0 O TZ = Q w C U = z U Z Sheet Numpen cool PLOT DATE: Tuesday, January 09, 2018 2:13 PM LAST SAVED BY: MSUNDSTROM DRAWING LOCATION: G:\Thornbrough\16.0759—ASCI North Shop Property\PLANS\CDs\CD COVER.dwg FARMERS RESERVOIR AND IRRIGATION COMPANY NOTES 1. DEFINITIONS A. FACILITY OWNER - FRICO B. PROPERTY OWNER - HUNT BROTHERS PROPERTIES, INC. C. CONTRACTOR - ASPHALT SPECIALTIES CO. INC. D. ENGINEER - MARTIN/MARTIN, INC. 2. ALL IRRIGATION AND CANAL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE DESIGN CRITERIA FOR FACILITIES OF THE FARMERS RESERVOIR AND IRRIGATION COMPANY, LATEST EDITION, EXCEPT AS SPECIFICALLY MODIFIED BY THESE PROJECT DRAWINGS .3. CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD FRICO HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE GROSS NEGLIGENCE OF FRICO. 4. FRICO AND ITS AGENTS OR CONSULTANTS DO NOT WARRANT OR GUARANTEE THE ADEQUACY OF DESIGNS REVIEWED AND APPROVED BY FRICO. FRICO'S REVIEW OF PROJECT REPORTS, PLANS, AND SPECIFICATIONS IS FOR THE SOLE BENEFIT OF FRICO TO DETERMINE IF PROJECT DETAILS CONFORM TO FRICO DESIGN GUIDELINES, WHICH ARE NECESSARY TO REASONABLY ASSURE THAT PROJECTS DO NOT ADVERSELY AFFECT THE FACILITIES OR OPERATIONS OF FRICO. 5. CONTRACTOR SHALL SCHEDULE A PRE -CONSTRUCTION MEETING WITH FRICO REPRESENTATIVE AND WELD COUNTY AT LEAST 72 HOURS PRIOR TO START OF CONSTRUCTION. THOSE IN ATTENDANCE SHALL INCLUDE OWNER'S REPRESENTATIVE, ENGINEER, CONTRACTOR, AND OTHER AFFECTED AGENCIES. CONSTRUCTION PLANS WILL BE DISTRIBUTED AT THE PRE -CONSTRUCTION MEETING. 6. TECHNICAL APPROVAL BY FRICO OF THE DESIGN OF THE IMPROVEMENTS SPECIFIED HEREIN SHALL NOT CONSTITUTE AUTHORIZATION TO BEGIN WORK. AN EASEMENT OR LICENSE AGREEMENT, APPROVED TEMPORARY ACCESS AND CONSTRUCTION PERMIT (INCLUDING SCHEDULE THAT INCLUDES THE DAY, MONTH, AND YEAR WHEN WORK IS ALLOWED), AND WRITTEN NOTICE TO PROCEED FROM FRICO'S GENERAL MANAGER ARE ALSO REQUIRED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. FOLLOWING THE APPROVAL OF THE DESIGN PLANS AND EASEMENT OR LICENSE AGREEMENT, AND PRIOR TO THE PRE -CONSTRUCTION MEETING, IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT A CONSTRUCTION SCHEDULE TO FRICO FOR REVIEW AND APPROVAL. FRICO'S APPROVAL OF THE CONSTRUCTION SCHEDULE IS IN FRICO'S SOLE DISCRETION, AND FRICO MAY REFUSE TO APPROVE A SCHEDULE IF IT MAY IMPACT THE CANAL'S OPERATIONS OR FRICO'S ABILITY TO MAINTAIN OR ACCESS ITS FACILITES. 7. CONTRACTOR SHALL RESTRICT CONSTRUCTION ACTIVITY TO AREAS DEFINED AS PERMANENT AND/OR TEMPORARY CONSTRUCTION EASEMENTS, UNLESS OTHERWISE AUTHORIZED BY FRICO AND PROPERTY OWNER. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONTINUOUS ACCESS FOR FRICO PERSONNEL AND EQUIPMENT ALONG THE LENGTH OF THE EXISTING CANAL THROUGHOUT THE COURSE OF THE PROJECT. 9. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY FRICO. FRICO RESERVES THE RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DO NOT CONFORM TO STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO FRICO FOR ENGINEERING REVIEW AND APPROVAL PRIOR TO INSTALLATION OF MATERIALS OR FACILITIES FOR WHICH SHOP DRAWINGS ARE CREATED. 10. CONTRACTOR SHALL VERIFY ACCURACY BETWEEN WORK SET FORTH ON THESE PLANS AND WORK REQUIRED IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND FRICO REPRESENTATIVE PRIOR TO START OF CONSTRUCTION. 11. IT IS THE ENGINEER'S RESPONSIBILITY TO RESOLVE CONSTRUCTION PROBLEMS WITH FRICO DUE TO CHANGED CONDITIONS ENCOUNTERED BY CONTRACTOR DURING THE PROGRESS OF ANY PORTION OF THE PROPOSED WORK. IF, IN THE SOLE OPINION OF FRICO, PROPOSED ALTERATIONS TO THE APPROVED CONSTRUCTION PLANS INVOLVES SIGNIFICANT CHANGES TO THE CHARACTER OF THE WORK, OR TO THE FUTURE CONTIGUOUS PUBLIC OR PRIVATE IMPROVEMENTS, ENGINEER SHALL BE RESPONSIBLE FOR SUBMITTING REVISED PLANS TO FRICO FOR REVIEW AND APPROVAL, PRIOR TO ANY FURTHER CONSTRUCTION RELATED TO THAT PORTION OF THE WORK. 12. GROUNDWATER ENCOUNTED DURING CONSTRUCTION SHALL NOT BE RELEASED TO FRICO'S CANAL OR OTHER FACILITIES WITHOUT WRITTEN APPROVAL FROM THE FRICO GENERAL MANAGER. 13. ALL CONCRETE USED FOR THE PROJECT SHALL CONFORM TO ACI 350. THE CONTRACTOR SHALL SUPPLY FRICO WITH SHOP DRAWINGS AND SPECIFICATIONS FOR ALL PRE -FABRICATED CONCRETE STRUCTURES TO INSURE CONFORMANCE TO ACI 350. 14. WHERE THE EXISTING SIDES OR BOTTOM OF THE CANAL ARE DISTURBED AND ARE TO BE REPLACED, THE TOP TWO FEET OF BACKFILL MATERIAL SHALL BE CLAY CONTAINING AT LEAST 40 PERCENT BY DRY WEIGHT PASSING THE #200 SIEVE (FINES) AND A PLASTICITY INDEX OF 15 OR GREATER. AS AN ALTERNATIVE, THE EXISTING MATERIAL CAN BE MIXED WITH TWO PERCENT POWDERED DRY BENTONITE (BY DRY WEIGHT) PROVIDED THE EXISTING SOILS CONTAIN AT LEAST 25 PERCENT FINES. THE MATERIALS UPON COMPACTION SHALL HAVE A PERMEABILITY LESS THAN OR EQUAL TO 1X10-6 CM/SEC AS DETERMINED BY ASTM D 5084. 15. THE CHANNEL CLAY LINING SHALL BE COMPACTED TO 90% OF THE MODIFIED PROCTOR (ASTM D1557) AND WITHIN -2% TO +2% OF THE OPTIMUM MOISTURE CONTENT. FILL SHALL BE PLACED IN THIN LIFTS WITH MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES. PLACEMENT ON DITCH SLOPES MAY REQUIRE OVERBUILDING AND CUTTING BACK TO OBTAIN THE REQUIRED COMPACTION. 16. ALL PROPOSED MATERIAL TYPES TO BE USED AS BEDDING, CLAY LINING AND BACKFILL SHALL BE SUBMITTED TO FRICO FOR APPROVAL PRIOR TO PLACEMENT. 17. MATERIALS GRAIN SIZE ANALYSIS (ASTM D422), ATTERBERG LIMITS (ASTM D4318), AND MOISTURE -DENSITY RELATIONSHIP TESTS (ASTM D1557) SHALL BE COMPLETED, AS A MINIMUM, ON EACH SOIL TYPE OR AT A RATE OF 300 CY OF MATERIAL PLACED, WHICHEVER IS GREATER. 18. COMPACTION OF BEDDING, CLAY LINING AND ALL TYPES OF BACKFILL SHALL BE TESTED AT A RATE OF AT LEAST FOUR TESTS PER 1,000 SQUARE FEET OF FILL MATERIAL PER THIS FREQUENCY MAY BE ALTERED BY THE ENGINEER OR FRICO REPRESENTATIVE DEPENDING ON THE PROJECT, THE METHODS BY WHICH THE CONTRACTOR IS USING TO OBTAIN COMPACTION, OR IF CIRCUMSTANCES WARRANT ADDITIONAL TESTING. THE TESTING SHALL BE AT VARIOUS DEPTHS AND LOCATIONS. THE ENGINEER OR AN OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO REQUEST ADDITIONAL TESTS AND DETERMINE THE LOCATION OF TESTING. THE TESTING MAY BE COMPLETED EITHER BY SAND CONE DENSITY TEST (ASTM D1556) OR BY THE NUCLEAR GAUGE (ASTM D6938) METHODS. TEST RESULTS SHALL BE SUBMITTED TO FRICO'S REPRESENTATIVE WITHIN 24 HOURS OF THE TEST OR ON THE NEXT WORKING DAY. 19. ON STEEP SIDE SLOPES, FILL MATERIALS, WHETHER CLAY LINING OR SUBGRADE SOILS, MAY BE REQUIRED TO BE PLACED IN HORIZONTAL LIFTS ALONG THE SLOPE TO ACHIEVE THE REQUIRED COMPACTION. THIS METHOD WILL CREATE AN OVERBUILT SECTION THAT WILL BE CUT BACK TO FORM THE DESIGN SLOPE. 20. CONTRACTOR SHALL MAINTAIN SILT FENCE AND OTHER EROSION AND SEDIMENT CONTROL BMPS ON A DAILY BASIS, AND SHALL PREVENT DEBRIS FROM ENTERING INTO THE CANAL. THE CONTRACTOR WILL BE RESPONSIBLE FOR DAILY CLEANING OF DEBRIS THAT ENTERS THE CANAL, IF BMPS FAIL. 21. UNLESS ANOTHER SPECIFIC MAINTENANCE AGREEMENT IS IN PLACE, CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FUNCTIONING OF FACILITY IMPROVEMENTS FOR A MINIMUM OF TWO YEARS FROM THE DATE OF SUBSTANTIAL COMPLETION / CONSTRUCTION ACCEPTANCE OF THE IMPROVEMENTS BY FRICO. ANY FAILURE DURING THIS PERIOD OF GUARANTEE SHALL BE REMEDIED BY CONTRACTOR TO THE SATISFACTION OF FRICO AT CONTRACTOR'S EXPENSE. 22. AS -BUILT DOCUMENTS ARE TO BE SUPPLIED TO FRICO PRIOR TO SUBSTANTIAL COMPLETION / CONSTRUCTION ACCEPTANCE OF THE IMPROVEMENTS. RECORD DOCUMENTS SHALL BE SUBMITTED ELECTRONICALLY IN BOTH PDF AND AUTOCAD FORMAT PRIOR TO FRICO ACCEPTANCE. AS -BUILT DRAWINGS SHALL BE SIGNED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER. Z " F- w � z z_" z C// z 0 V MAIN 303.431.6100 MARTINMARTIN.COM L ri ,W 0 I- V1� r ~ Z 2 O 11 O W" n O LL Z FRICO NOTES DC E 0 z DC 0 0 0 e '5 a) m a) 0 CD N 0 N M O FIRST SUBMITTAL N 0 N N 0 SECOND SUBMITTAL N O N 0 0 REVISION 01 N 0 N O THIRD SUBMITTAL N 0 N FOURTH SUBMITTAL co 0 N 0 0 REVISION 02 00 0 N 61 0 0 REVISION 03 N r N Ln O (. THORNBROUGH SUNDSTROM SUNDSTROM THORNBROUGH C) a) E CD z 0 C) DC 0 CD 0 0 m CD a) 0 m CD 0 0 CD 0 C) 0 U DC 0 0 CD C) r z =H -W LTi LC�X� D 0 W u7 J CD r U] Q J W W WWX¢!Q-'74 w�O zWQL' Q W W 7 Tz~(!�o�w< C) W W = Q z J O z�0_ W n-� Er I- az =• �� O CT)Z H- a Q U l E �woW o(�� • [CW Li_ mC ZW 0 i C?�Oi • U Z W - 0 0 T Z = WCC = Z - U Sheet Number: C002 DATE: Tuesday, January LOCATION: G:\Thornbrough\16.0759—ASCI North Shop Property\PLANS\CDs\EXISTING CONDITIONS.dwg z EL SITE LOCATION W.C.R. 6 M U W.C.R. N ri 4 VICINITY MAP SCALE:1 "=2000' LEGEND EXISTING 5147 OHE 0 // _ EV NOTES: PROPERTY LINE RIGHT-OF-WAY LINE EASEMENT CONTOURS THREE -STRAND BARB WIRE OVERHEAD ELECTRIC LINE POWER POLE OIL/GAS LINE VENT OIL/GAS VALVE STRUCTURE OIL/GAS WELL TRANSMISSION LINE TOWER 1. SURVEY PROVIDED BY AMERICAN WEST LAND SURVEYING CO. A COLORADO CORPORATION. DATED JUNE 8, 2016. 2. ALL ELEVATIONS ARE BASED UPON STATIC GPS OBSERVATIONS AND ARE REPORTED IN NAVD 88 DATUM. BASIS OF BEARING: THE EAST LINE OF THE NORTHEAST 1/4 OF SECTION 25, TOWNSHIP 1 NORTH, RANGE 68 WEST OF THE 6TH P.M., IN WELD COUNTY, COLORADO IS ASSUMED TO BEAR SOUTH 00°25'23" EAST AS MONUMENTED HEREON, WITH ALL BEARINGS SHOWN HEREON RELATIVE THERETO. 100 50 0 100 SCALE: 1"=1 DO' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET 200 MARTIN/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. /N:1254058.73 .7-/ E:3153455.427 ELEV=514&78 I/ 2 5740- 1 `\1 \`l \\ \\ -/ \\V \\\\ \\V \\\ ' PIPELINE EASEMENT KR EC. NO. 2 ' 5,673) \ \ \\\ \\ \\ 111. NW COR. NE 7/4, SEC. 25, T7111, R68W, FOUND 3/4" RFBAR WITH 2" AL UMINUIV/ CAP, PLS 25937 /N MONUMENT BOX. GRAVEL CANAL 1 50' P/PL\ INE E. (REC. r0. 166 RECREATIONAL STORAGE SOLUTIONS LLC C PARCEL /146725000027 5747 I 60' Ro f// FOR THE EAST BRA/NCH OF THE �2 BUL% CANAL 5 (REC. ItIG. 208155) (OWNED BY FARMERS REStRVO/R AND /RPIGA(PION COMPANY) 5143 \\\ \\ c \ '0\ \\\ \ \ \ \ \ \\ \ \\ \\ \\ \\ s\ v\\\ _ \\ \\ -\\ \, \\\\\ \\\ _ \ 1 \\ �t- L 1 CONCRETE LINED CANAL 5146 —IRRIGATION LATERAL HEADCA TF I 0 I 7 iI 74 C13 fI I � ,C10 - - -7 30' PIPELINE EASEMENT WCR-6 (60' R.O.W.) CONFLICTING MONUMENT. BEARS S88°77'28'E, 94.42', FOUND 3/4" REBAR WITH 2" ALU UM CAP, PLS 25500 IN MENT BOX. DID NOT ACC\PT. VALVE SITE (REC. NO. 2529006) CONCRETE LINED DITCH C2 Li 40' ROW FOR THE BULL CANAL LATERAL NO. 1 (REC. NO. 208 155) 53) GRAVEL DITCH ROAD L9 L16 Cl Cl1 7/ L6 L7 L 1 8 L19 CV J / — - L3 L5 L20 // 5 754 5755- 5/54 5753 5152 5757 `5750- 5/49 5746, 5747 5746 5145�� 5743 S7�7 5747 -5/40 5139 -ONE -OHE OHE •HE oC)� \ \\\ \ \z __\\L \\\\ \\\ C� \\ \ \\\\ \\\\\ \\\\\\\ \\ \ \ \ \ 1 r RTD PARCEL ,#1467254000611 \ \ -OH E- - \ CV J -OHE --0HE------OH E HE 75' TRANSMISSION LINE RICHT-OF-WAY (REC. NO. 70754,37) EXCEPT/ON NO. 15 85' TRANSMISSION LINE RIGHT-OF-WAY (REC. N0. 3658489) EXCEPT/ON NO, 27 7/ L24 -OHE ---0HE 1 J W JI L22 OHE-------OH E- -OHE it // _ / _ // KIRKMEYER PARCEL #146725000052 // _ // f 5737 /f 0HE -OHE N:1254073.59 E:3156090.41 ELEV=5152.92 NE COR. NE 7/4, SEC. 25, T 7 N, R 68 W, FOUND 5/4" RFBAR WITH 2 1/2" ALUMINUM CAP, PLS 24.305 /N /MONUMENT BOX LINE TABLE NUMBER DIRECTION LENGTH START NORTHING START EASTING L1 N89°40'37"E 625.86' N:1254058.84 E:3153475.12 L2 NOO° 19'23"W 71 .61 ' N:1 253990.76 E:3154101.38 L3 S89°40'37"W 105.00' N:1253991.35 E:3154206.37 L4 N00°20' 13"W 918.52' N:125.3072.85 E:31 5421 1 .77 L5 N89°39'47"E 105.22' N:1253072.23 E:3154106.55 L6 N00' 19'23"W 5.00' N:1253067.23 E:3154106.58 L7 N80°56'13"W 74.35' N:1253067.23 E:3154106.58 L9 S89°55'09"W 325.78' N:1253084.95 E:3153949.05 L1 1 N71°38'41 "W 123.98' N:1253099.18 E:3153527.19 L12 N01°28' 10"E 122.38' N:1 253416.50 E:31 53492.18 L13 N01°59'01 "W 136.14' N:1 253864.63 E:31 53457.58 L14 S71°38'41 "E 148.75' N:1253108.17 E:3153373.07 L16 N89°55'09"E 324.73' N:1253044.49 E:3153624.00 L18 S80°56'13"E 80.29' N:1253039.34 E:3154027.52 L19 N00° 19'23"W 22.40' N:1253004.29 E:3154106.94 L20 S89°40'37"W 105.24' N:1253004.89 E:3154212.17 L21 N00'20' 13"W 620.81' N:1252384.09 E:3154215.82 L22 N89°39'47"E 74.92' N:1252383.65 E:3154140.90 L2.3 N00° 19'23"W 316.24' N:1 252067.42 E:3154142.69 L24 S89°35'13"W 3"W 672.89' N:1252067.42 E:3154142.69 L25 S00°24'47"E 74.90' N:1252062.57 E:3153469.81 L26 N24°20'41 "W 1060.20' N:1251987.67 E:3153470.35 L28 N63°28'17"E 7"E 255.43' N:1252986.77 E:3153131.37 CURVE TABLE NUMBER DELTA ANGLE RADIUS ARC LENGTH CHORD DIRECTION CHORD LENGTH C1 6°10'44" 782.30' 84.37' N85°54'55"W 84.33' C2 21°31'07" 260.33' 97.77' N81°18'31 "W 97.20' C3 18°39'36" 171.23' 55.77' N33° 14'40"E 55.52' C4 2726'43" 610.56' 239.18' N12°41'31 "E 237.65' C6 14°57'02" 821 .42' 214.34' N06°00'21 "W 213.73' C7 1 1°29'51 " 570.42' 1 1 4.47' N07°43'56"W 1 1 4.27' C9 45°51'26" 79.91' 63.95' N20°56'42"E 62.26' C10 21°18'21" 300.33' 1 1 1 .68' S81°16'40"E 1 6'40"E 1 1 1 .04' C 1 1 6`06'00" 742.30' 79.03' S85"55'34"E 78.99' C12 15°40'28" 379.58' 103.84' N71°18'31"E 18'31 "E 103.52' C13 5T2'17" 171.23' 15.06' N60°57'08"E 15.05' // // // N:1251417.57 E:3156110.02 ELEV=5127.40 SE COR. NE 1/4, SEC. 25, T 1 N, R 68 4 FOUND J/4" RFBAR WITH 3 1/4" ALUMINUM CAP, PLS J6055. w z z w Z I- 3 z 0 MAIN 303.431.6100 MARTINMARTIN.COM rO rW I- V1� co 0z CO �O W" n O LL W vJ Ri- uJz J W G O l- o u 51 2 Q W W O z EXISTING CONDITIONS a) E 0 z N 0 0 0 UI CD a) FIRST SUBMITTAL n a a SECOND SUBMITTAL N a N a a REVISION 01 n a 0 THIRD SUBMITTAL n a •71- FOURTH SUBMITTAL 00 a N a a REVISION 02 00 a N 61 a a REVISION 03 r Ln O THORNBROUGH SUNDSTROM SUNDSTROM THORNBROUGH N z 0 0 0 U 0 m a) 0 m 0 0 ED 0 0 E 0 0 r z U W W wXC �� oo• W� J r L I W J W J W LLU W Q W z W U X U ¢ W W O 0 z W O,, W U ti Q 7 = W O z ~ O J W • Lib = Q J n z J O Z W W L won a O Q• Wtvr Z H -a < IT) Kwon_ Cr' EC LL W W W CO Cr Z W 0 CDWOW j U Z W - 0 O Z Q w C U = Z - U Z Sheet Number: C01 0 DATE: Tuesday, January LOCATION: G:\Thornbrough\16.0759—ASCI North Shop Property\PLANS\CDs\EROSION CTRL PLAN.dwg z SITE LOCATION W.C.R. 6 U W.C.R. N 4 EXISTING 5147 // // _ OHE 0 EV A VICINITY MAP SCALE:1 "=2000' LEGEND PROPERTY LINE RIGHT-OF-WAY LINE EASEMENT CONTOURS GRADING ARROW PAVEMENT GRAVEL GRASS TRAFFIC DIRECTION CONCRETE PAN 6' CYCLONE PRIVACY FENCE (WITH SLATS) 6' CYCLONE FENCE THREE -STRAND BARB WIRE OVERHEAD ELECTRIC LINE POWER POLE LIGHT POLE OIL/GAS LINE VENT OIL/GAS VALVE STRUCTURE OIL/GAS WELL TRANSMISSION LINE TOWER 100 50 0 100 SCALE: 1"=100' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET 200 PROPOSED 5750 (APPROXIMATE) ®--o-- (APPROXIMATE) MARTIN/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. L_ \ r � N I / 1 GRAVEL CANAL ROAD 50' PIPELINE EASEMENT (REC. NO. 7 666308) RECREATIONAL STORAGE SOLUTIONS LLC C PARCEL /146725000027 60' ROW FOR THE EAST BRANCH OF THE BULL CANAL (REC. NO. 208753) _ (OWNED BY FARMERS RESERVOIR AND IRRIGATION COMPANY) 1 CONCRETE LINED CANAL 1 GRAVEL DITCH i ROAD MAX 8% FLUME i IRRIGATION LATERAL HEADGA TES 30' PIPELINE EASEMENT (REC. NO. 2238673) 1 � c \ vVA C \` \ \\\ \ \\ \ \\ A' _5A52 5151 5150 5149 5 \ \ 5 \\\ TRANSM/5510N LINE RIGHT-OF-WAY' (REC. NO. 7075437) EXCEPTION NO. 73 85' TRANSMISSION LINE RIGHT-OF-WAY (REC. NO. } 5558489) EXCEPTION NO. 27 750' FORMER UPRR R. 0. W. \ " \ \ A SANDLAND PROPERTIES, L L C #148725000059 \ (05R-1341 GRAVEL PROCESSING/ BATCH PLANT) RTD PARCEL /146725400061 DETENTION POND #2 NO BUILD OR STORAGE AREA VOLUME=33,700 CF RE:C121 OUTLET STRUCTURE / INV.=5134.20 N:1252118.06 E:3153537.90 CAS P LIN MA MAINTENAN AC \20.OoLF 12"\ RCP 30' PIPELINE EASEMENT REFER TO PUBLIC IMPROVEMENT PLANS FOR ENTRANCE, CULVERT, AND ROADSIDE SWALE EXTEND RIPRAP ACROSS ROADSIDE DITCH RE:C122 WCR-6 RETENTION POND NO BUILD OR STORAGE AREA VOLUME=273,200CF i • 515 TRUCK PARKING & '555 EQUIPMENT STORAGE EQUIPMET STORAG VE SITE C. NO. 232 006) ' i 3' 3 3 a a i i _SHOP 12a'x85' (MOR\OR LESS) 41.00' PROPOSED EASEMENT BY SEPARATE DOCUMENT EE FRICO DRAINAGE N DETAIL, THIS SHEET 22' FRICO MAINTENANCE 'CULVERT FOR BULL CANAL LATERAL NO. 1 RE C20O 5151 -0HE--- - --0HE 5146 -OHE------JHE----- -0HE SOUTH CHANNEL RE:C122 5144 51 5140 5139 MAINT DIRECT DRAINAGE TOWARD DETENTION POND \\ - \5735E\ N 45 V FES INV.=5133.98 N:1252098.06 E:3153538.04 EXTEND RIPRAP TO PROPERTY LINE RE:C122 5136 - -OHE--0HE--- ACCESS 5138 DETENTION 0 ND #1 NO I !' _ ! AGE AREA • ME=126,300 CF E:C 120 -0HE- - -OHE R150' SETBACK FROM WELLHEAD/ OUTLET STRUCTURE INV.=5134.20 N:1252120.26 `E:3153843.08 20.OOLF 18" RCP FES INV.=5133.98 N:1 252100.26 E:3153843.22 EXTEND RIPRAP TO PROPERTY LINE RE:C122 / X i R60.00' 5°9 5154 5153 5152 5151 5/5 5/49 5146 5747 5146 N=12,54010.52 E=3153547.74 ELEV.=5147.75 N=1253734.65 E= 3153572.68 ELEV.=5144.00 N=1253698.46 E=3153535.20 ELEV.=51 52.72 N=1253995.60 E=3153562.82 ELEV.=5144.00 N=1253929.46 E=3153731 .51 ELEV.=51 44.00 N=1253698.62 E=3153567.45 ELEV.=5152.08 WCR-6 N=1253997.93 E=3154018.31 ELEV.=5144.00 N=1253985.93 E=3154018.37 ELEV.=5144.00 N =125391 4.54 E=3153746.59 ELEV.=51 47.75 N=1253735.36 E=3153711.60 ELEV.=5144.00 N=1253699.54 fE=3153747.81 ELEV.=5152.98 N=1253931.05 E=3154041.15 ELEV.=5144.00 N=1254013.12 �E=31 54055.73 ELEV.=51 47.75 N=1253964.65 E=3154040.98 ELEV.=51 44.00 \-N=1253916.12 E=3154056.23 ELEV.=51 47.75 BUILDINGS AND SITE IMPROVEMENTS SHOWN REFLECT LAYOUT OF FUTURE IMPROVEMENTS. 10FT VISUAL/ NOISE BERM PROPOSED GRADE GRAVEL DITCH ROAD MAX 8% EXISTING GRADE 10FT VISUAL/ 5742 NOISE BERM 5141 5140_ 5139 57381 5 737- KIRKMEYER PARCEL #146725000052 NORTH POND DETAIL SCALE: 1"= 100' VARIES L VISUAL/NOISE BERM TYPICAL DETAIL N.T.S. OUTLET STRUCTURE RE: C120 AND C121 ALIGN OUTLET STRUCTURE WITH BOTTOM OF POND 10FT VISUAL/ NOISE BERM WEIR RE: C122 SOUTH PONDS OUTLET TYPICAL DETAIL N.T.S. S7- 22.00' FRICO MAINTENANCE ROAD RE:C210 14' CONCRETE PAN 10FT VISUAL/ NOISE BERM EXISTING GRADE DETENTION POND #2 RE:C121 N=1252141.61 E=3153417.17 ELEV.=51 37.70 N=1252136.59 E=3153430.41 ELEV.=5135.80 N=1252117.35 E=3153439.12 ELEV.=5135.19 N=1252107.30 E=3153432.69 ELEV.= 5137.70 N=1252317.14 //-E= 3153608.47 ELEV.=5 137.70 N=1252221.15 E=3153594.38 ELEV.=5137.70 N=1252208.18 E=3153589.881/4 ELEV.=51 35.80 N=1252118.77 E=3153636.68 ELEV.=51 35.19�� =1 25231 2.22 E=3153622.34 ELEV.=51 36.64 DETENTION POND #1 RE:C 120 N=1252108.89 E=3153653.14 ELEV.=5137.70 N=1252119.40 fE=3153723.26 ELEV.=51 34.80 N=1252319.17 E=3153967.64 /-ELEV.=51 37.70 \\_N=1252314.11 E=3153957.89 ELEV.=51 36.64 N=1252121.10 53959.51 =51 34.78 ?52111.17 53969.59 .=5137.70 N=1252109.35 E=3153717.23 ELEV.=51 37.70 SOUTH PONDS DETAIL SCALE: 1"= 100' w z z w z I- 3 z 0 V MAIN 303.431.6100 MARTINMARTIN.COM ro rW I- V1� rCo Z CO LLO W" n O LL Z VJ • ^J N 0 z DEVELOPMENT OVERALL GRADING PLAN N 0 0 0 0 N z N a N M rn a FIRST SUBMITTAL N N N a, a SECOND SUBMITTAL N a N a a REVISION 01 N N O THIRD SUBMITTAL N N FOURTH SUBMITTAL 00 a N a a REVISION 02 00 a N a, a a REVISION 03 N r N Ln C co THORNBROUGH SUNDSTROM SUNDSTROM THORNBROUGH C) N CT z 0 C) N 0 CT N 27 N 0 C) m CT N 0 m CT A N C) 0 N N U IT 0 0 CT C) ::: >- W w � O H' W Q W W U X ¢ W W :6z< ��az o�zC CL U ¢ Ir 7 W U H 7 �owH JO J H H z - J 0 O ZpIL, IC W J H W IC a O ¢Wo'C, Z H- a Q CO Zi-u O W N ��OZ EC [Cw CD WIL mmC ZWo I C?�Ow Ul O Z J w- O O T ▪ z o W ▪ U = U Sheet Number: C 1 00 LOCATION: G:\Thornbrough\16.0759—ASCI North Shop Property \PLANS\CDs\DETAILS.dwg -4 Y" 4'-3" CONTRACTOR SHALL INSTALL 'CLOSE MESH GRATE' OVER INLET PER CDOT STD. PLAN No. M-604-10 & 11 4 a a 0 0 TOP OF STRUCTURE 10—YR WSEL O O 0 WcoNc= 12" MICROPOOL WSEL= 0 0 4"- 4 F 0 4 4 4 6 4 a 5134.20 4Y2" SECTION B NOT TO SCALE MIN. SIGN AREA IS 0.75 SQ. FT. RE: GALVANIZED STEEL PLATE DETAIL PRECAST OR CAST -IN -PLACE TYPE C INLET PER CDOT STD. M-604-10 6 2" MIN._ E.W. 4 WARNING UNAUTHORIZED MODIFICATION OF THIS OUTLET IS A ZONING CODE VIOLATION. O O a F a a 4 a _ \ 3/8"0 STAINLESS STEEL ANCHOR BOLT (TYP.) %"0 STAINLESS STEEL ANCHOR BOLT (TYP.) 12" MAX. SPACING ' F: Y4" GALVANIZED OUTLET PIPE 1 1 STEEL PLATE INV.= 5134.20 1 / /0 BOTTOM OF ORIFICE / / PLATE ELEV=5135.01 \ / 4a -0.81' a 4 1 18" RCP OUTLET PIPE SECTION C NOT TO SCALE O 6 Y2" MIN. 25" 12" 6Y2" MIN. 0 0 0 0 N BOTTOM OF INSIDE OF STRUCTURE ELEV.=5131 .70 SUBGRADE, RE: GEOTECHNICAL REPORT 0 -4" 0 0 TOP OF PLATE= 5135.80 - (1) COLUMN OF 1-546" DIA. HOLES NUMBER OF ROWS: 3 Y4" GALVANIZED STEEL PLATE BOTTOM OF 1st PERFORATION= 5134.20 2" - STEEL PLATE DETAIL NOT TO SCALE SOUTH POND #1 DATA 3/8"0 STAINLESS STEEL ANCHOR BOLT (TYP.) 12" MAX. SPACING PIPE BEDDING MATERIAL TO CONSIST OF NATIVE EARTHEN SOIL. TWO CONCRETE CUTOFF WALLS PER WELD COUNTY CRITERIA. RE:C122 FOR TYPICAL CUTOFF WALL DETAIL. REFER TO POND GRADING DETAIL SHEET FOR ORIENTATION OF OUTLET PIPE DETENTION POND WQCV VOLUME(CF) WQCV ELEVATION 10-YR (CF) 10-YR ELEVATION 100-YR (CF) 100-YR ELEVATION POND LOW POINT ELEVATION OVERFLOW WEIR ELEVATION OUTLET PIPE DIAMETER TOP OF STRUCTURE ELEVATION TOP OF BERM ELEVATION PERFORATED PLATE HOLE DIAMETER INCHES NO. OF ROWS/COLUMNS SOUTH #1 10,803 5135.30 26,354 5135.80 69,914 5136.70 5134.20 5136.70 18" 5135.80 5137.70 1- 5/6" 3/ SOUTH DETENTION POND #1 OUTLET STRUCTURE 5"- „ 11'' CO N 4 -5" WCONC=12" 4 a 4 4 4 4 4 4 2 4. 4 ad 4 4 a4 4 21 4 4 4 4 4 44 STEPS SHALL BE PROVIDED AND SHALL - BE IN ACCORDANCE WITH AASHTO M 199. (SEE COA STD DTL. NO. 105) TOP OF BERM I/ WEIR WITH RIPRAP RE: C122 OUTLET STRUCTURE WARNING SIGN RE: SECTION C 2" MIN. ORIFICE PLATE RE: SECTION C 2Y2"- " 4 4 4'-3" D INV=51 34.20 -11'' C8 x 18.75 FORMED INTO CONCRETE. A CONTRACTOR SHALL INSTALL "CLOSE MESH GRATE" OVER INLET PER CDOT STD. PLAN No. M-604-10 & 11 OUTLET STRUCTURE PLAN NOT TO SCALE 100 YEAR =5136.70 TOP OF STRUCTURE=10YR=5135.80 FILTER SCREEN FRAME ATTACHED TO CHANNEL BY INTERMITTENT WELDS. 3/S"o STAINLESS STEEL ANCHOR BOLT (TYP.) r/- I -4'x4' CONCRETE PAN -.-- O FILTER SCREEN TO BE INSTALLED OUTSIDE OF INLET FROM BOTTOM OF MICROPOOL TO TOP OF STRUCTURES. STEEL PLATE TO BE INSTALLED INSIDE OF INLET FROM BOTTOM OF INLET TO TOP OF STRUCTURES. 37" SECTION A NOT TO SCALE 25" 12" STRUCTURE INVERT =5134.20 4'x4' CONCRETE PANT 4 4 NOTES: 1. FINISHED GRADE TO MATCH TOP OF WALL ELEVATIONS AND SLOPES SUCH THAT NO CONCRETE SHALL BE VISIBLE WITH THE EXCEPTION OF THE TOP FACE OF WALL. RE: STEEL PLATE DETAIL 6 Y2" MIN (TYP.) 2"MIN. (TYP.) F F z C8x18.75 AMERICAN STANDARD STRUCTURAL STEEL CHANNEL FORMED INTO CONCRETE WALLS. FILTER SCREEN FRAME ATTACHED TO STEEL CHANNEL BY INTERMITTENT WELDS (TYP.) INSTALL U.S. FILTER STAINLESS STEEL V SCREEN WITH #93 VEE WIRE, 0.139" OPENING BETWEEN WIRES, TE 0.074" x SUPPORT RODS ON 1" CENTERS, TOTAL SCREEN THICKNESS=0.655" WITH 3/4"x1. ANGLE, WELDED CARBON STEEL FRAME. EXTEND FILTER SCREEN OR INSERT GALVANIZED STEEL PLATE AND TACK WELD TO STEEL CHANNELS OVER OPENING AT THE WATER QUALITY WSEL TO PREVENT DEBRIS FROM ENTERING VOID SPACE SECTION D NOT TO SCALE MAIN 303.431.6100 MARTINMARTIN.COM �Z O ,W I- V1� r ~ z 2,0 LL O W" n H LL Z �W C I Ri- uJz J W G O I- o (n 51 O Q W 0 O z DETENTION POND NO. 1 DETAILS U E 0 z DC 0 n 0 O a) m N 0 N 0 FIRST SUBMITTAL N 0 N N 0 SECOND SUBMITTAL N 0 N 0 0 REVISION 01 N 0 N 0 THIRD SUBMITTAL N 0 N FOURTH SUBMITTAL CO 0 N 0 0 REVISION 02 00 0 N 6▪ 1 0 0 REVISION 03 N r N Ln O to THORNBROUGH SUNDSTROM SUNDSTROM THORNBROUGH Li a) E z 0 Li U 0 CD 0 a.) 0 m CD or a) O m CD A 0 O CD 0 Li 0 4T U CD 0 0 CD Li r U z w_iET a LC�x� Lci O U W J r C!) Q I 14_ W U W WzW!-; XUQWH�azO z CDJ W Q Er Q W ti 7 _ OoL11 < -I WH W = J D H i— 7 z J — Z0�CC W I —I-' CC a O ¢W��, Z aQ Ll wo0_E CC V) LL Li_ mCr inEL LL C D 0 W Ul U Z J W — 0 p T Z = Q W C U = Z U a U Z Sheet Number: C120 z 0 a LOCATION: G:\Thornbrough\16.0759—ASCI North Shop Property \PLANS\CDs\DETAILS.dwg -4 Y" 4'-3" CONTRACTOR SHALL INSTALL 'CLOSE MESH GRATE' OVER INLET PER CDOT STD. PLAN No. M-604-10 & 11 z a e 0 0 TOP OF STRUCTURE 10-YR WSEL O O 0 WcoNc=12" MICROPOOL WSEL= 0 r. 0 4"— r a A 0 ff Q 6 Q a 5134.20 4y2„ O N) SECTION B NOT TO SCALE PI 4'-3" MIN. SIGN AREA IS 0.75 SQ. FT. RE: GALVANIZED STEEL PLATE DETAIL PRECAST OR CAST -IN -PLACE TYPE C INLET PER CDOT STD. M-604-10 6 2" MIN._ E.W. a WARNING UNAUTHORIZED MODIFICATION OF THIS OUTLET IS A ZONING CODE VIOLATION. 0 a .a A a b p _ \ 7 f--,1, _ OUTLET PIPE 1 1 a INV.= 5134.20 1 / l° / / _______- a d d a 12" RCP OUTLET PIPE SECTION C NOT TO SCALE O 0) Ki 6Y2„ MIN. 'I 25" 12 6Y2" MIN. 0 0 0 0 3/8"0 STAINLESS STEEL ANCHOR BOLT (TYP.) %"0 STAINLESS STEEL ANCHOR BOLT (TYP.) 12" MAX. SPACING Y4" GALVANIZED STEEL PLATE BOTTOM OF ORIFICE PLATE ELEV=5134.58 D 0 0 TOP OF PLATE= 5135.60 - (1) COLUMN OF 5/8" DIA. HOLES NUMBER OF ROWS: 3 Y4" GALVANIZED STEEL PLATE BOTTOM OF 1st PERFORATION= 5134.20 BOTTOM OF INSIDE OF STRUCTURE ELEV.=5131 .70 SUBGRADE, RE: GEOTECHNICAL REPORT 2" - STEEL PLATE DETAIL NOT TO SCALE SOUTH POND #2 DATA 2" 3/a"0 STAINLESS STEEL ANCHOR BOLT (TYP.) 12" MAX. SPACING PIPE BEDDING MATERIAL TO CONSIST OF NATIVE EARTHEN SOIL. REFER TO POND GRADING DETAIL SHEET FOR ORIENTATION OF OUTLET PIPE 5"- „ • '-11" C B 200 N 3"- 4 a -5" WcoNc=1 2 4 4 4 4 4 4 4 a d 4 a 4 4 4 4 4 4 4 4 4 STEPS SHALL BE PROVIDED AND SHALL - BE IN ACCORDANCE WITH AASHTO M 199. (SEE COA STD DTL. NO. 105) TOP OF BERM i/- O�p�p�p�p�p TWO CONCRETE CUTOFF WALLS PER WELD COUNTY CRITERIA. RE:C122 FOR TYPICAL CUTOFF WALL DETAIL. DETENTION POND WQCV VOLUME(CF) WQCV ELEVATION 10-YR (CF) 10-YR ELEVATION 100-YR (CF) 100-YR ELEVATION POND LOW POINT ELEVATION OVERFLOW WEIR ELEVATION OUTLET PIPE DIAMETER TOP OF STRUCTURE ELEVATION TOP OF BERM ELEVATION PERFORATED PLATE HOLE DIAMETER INCHES NO, OF ROWS/COLUMNS SOUTH #2 1,917 5135.20 5,009 5135.60 15,333 5136.40 5134.20 5136.40 12" 5135.60 5137.70 S/" 3/ SOUTH DETENTION POND #2 OUTLET STRUCTURE WEIR WITH RIPRAP RE: C122 OUTLET STRUCTURE WARNING SIGN RE: SECTION C 2" MIN. ORIFICE PLATE RE: SECTION C 3/$"o STAINLESS STEEL ANCHOR BOLT (TYP.) 4'-3" D INV=51 34.20 '-11" C8 x 18.75 FORMED INTO CONCRETE. FILTER SCREEN FRAME ATTACHED TO CHANNEL BY INTERMITTENT WELDS. A CONCRETE PAN - x CONTRACTOR SHALL INSTALL "CLOSE MESH GRATE" OVER INLET PER CDOT STD. PLAN No. M-604-10 & 11 OUTLET STRUCTURE PLAN NOT TO SCALE 100 YEAR =5136.40 O TOP OF STRUCTURE=1OYR=5135.6O 37" SECTION A NOT TO SCALE V FILTER SCREEN TO BE INSTALLED OUTSIDE OF INLET FROM BOTTOM OF MICROPOOL TO TOP OF STRUCTURES. STEEL PLATE TO BE INSTALLED INSIDE OF INLET FROM BOTTOM OF INLET TO TOP OF STRUCTURES. STRUCTURE INVERT =5134.20 4'x4' CONCRETE PAN T 25" 12" NOTES: 1. FINISHED GRADE TO MATCH TOP OF WALL ELEVATIONS AND SLOPES SUCH THAT NO CONCRETE SHALL BE VISIBLE WITH THE EXCEPTION OF THE TOP FACE OF WALL. RE: STEEL PLATE DETAIL 6 Y2" MIN (TYP.) 2"MIN. (TYP.) H H A C8x18.75 AMERICAN STANDARD STRUCTURAL STEEL CHANNEL FORMED INTO CONCRETE WALLS. FILTER SCREEN FRAME ATTACHED TO STEEL CHANNEL BY INTERMITTENT WELDS (TYP.) INSTALL U.S. FILTER STAINLESS STEEL SCREEN WITH #93 VEE WIRE, 0.139" OPENING BETWEEN WIRES, TE 0.074" SUPPORT RODS ON 1" CENTERS, TOT) SCREEN THICKNESS=0.655" WITH 3/4"x , ANGLE, WELDED CARBON STEEL FRAME. EXTEND FILTER SCREEN OR INSERT GALVANIZED STEEL PLATE AND TACK WELD TO STEEL CHANNELS OVER OPENING AT THE WATER QUALITY WSEL TO PREVENT DEBRIS FROM ENTERING VOID SPACE SECTION D NOT TO SCALE CD E 0 z w 2 z w 2 I - J 3 z O U MAIN 303.431.6100 MARTINMARTIN.COM �O rW I- V1� 1-2 ~ z CO L W" n H Z LL DETENTION POND NO. 2 DETAILS N 0 O O CD a) N a N 01 0 FIRST SUBMITTAL N a N N a, a SECOND SUBMITTAL N 0 N a a REVISION 01 N a N 0 THIRD SUBMITTAL N a N •71 - FOURTH SUBMITTAL CO a N a 0 REVISION 02 00 a N a, a a REVISION 03 N r N Ln O to THORNBROUGH SUNDSTROM SUNDSTROM THORNBROUGH C) a) E z 0 C) 0 0 0 m CD CD O m A 0 O CD 0 C) 0 U 0 0 C) rrirCz cDWH-w w -ET a LC�x� 00 W u� J CC U Q W J W J U W '—'C W z W'UX U Q • ,y W W H��az o• �z� Cr J CL o Q Q w U ti 7 CHT00 C) W W = Q J W H I - 7 Z 0_ CC W l —I-' wok a O ¢• WcC, Z H- a Q (r) woo_C o CC V) LL Li_ mC ZW� I C?�0w Ul 0 Z J W — 0 0 T z = w C U = U Sheet Number: C121 z 0 a LAST SAVED BY: MSUNDSTROM LOCATION: G:\Thornbrough\16.0759-ASCI North Shop Property \PLANS\CDs\DETAILS.dwg GROUND LINE CONCRETE RE: SPEC. -10" MIN. 6 3" CL. ° MIN. (TYP) o ° e ° 0 la D A #4 @ 12" HORIZONTAL #4 @ 12" VERTICAL MASTIC e s D 18" MIN. C/L OF PIPE SIDE VIEW N.T.S. FRONT VIEW N. T, S. 6"- r _ 1 2' 18" MIN. UNDISTURBED SOIL (- CUTOFF WALL I 1 0" NOTE: REINFORCEMENT NOT SHOWN. J MASTIC 18" MIN. (TYP.) TOP VIEW N.T.S. * USE CUT OFF WALL WHERE RUNNING WATER EXISTS WITHIN TRENCH AND AS REQUIRED BY ENGINEER. TYPICAL CUTOFF WALL N.T.S. METAL LANDSCAPE EDGING PLACED ON EDGE OF MAINTENANCE ACCESS ROAD TO DELINEATE THE EDGE OF ROAD, BOTH SIDES. NATIVE SEED, TYP. aLcc),5?: 12" ROAD BASE (CDOT CLASS 6) MOISTURE TREATED & COMPACTED SUBGRADE PER GEOTECHNICAL REPORT PONDS & LEACH FIELD MAINTENANCE ACCESS PATH N.T.S. STABILIZE WITH NATIVE GRASSES 9 FT -18" SOUTH CHANNEL DETAIL N.T.S WCR-6 TOP OF BERM ELEVATION EL. "A" EXTEND RIPRAP ACROSS ROADSIDE DITCH 4 BURIED TYPE L RIPRAP D50=9", THICKNESS=12" NORTH POND OVERFLOW WEIR DETAIL N.T.S TOP OF BERM ELEVATION EL. "A" EXTEND RIPRAP TO PROPERTY LINE 3 BURIED TYPE L RIPRAP D50=9", THICKNESS=12" CREST ELEVATION -EL. "B" CREST ELEVATION -EL. "B" SOUTH POND #1 AND #2 OVERFLOW WEIR DETAIL N.T.S 12" 4 LENGTH WB WEIR CREST ELEVATION EL. "B" OVERFLOW WEIR DETAIL N.T.S TOP OF BERM EL. "A" ARMOR W/BURIED TYPE L RIPRAP, D50=9", THICKNESS=12" WEIR TABLE POND EL."A" EL."B" We ft. RIPRAP FULL DISCHARGE CAPACITY (cfs) NORTH POND 5147.75 5146.15 31' TYPE L 32.24 SOUTH POND #1 5137.70 5136.70 70' TYPE L 71.98 SOUTH POND #2 5137.70 5136.40 15' TYPE L 15.84 (1) C z w w z z w z I- J 3 z O U MAIN 303.431.6100 MARTINMARTIN.COM Z I OZ W 1 CO CO _z o LLO W" n O LL Z DRAINAGE DETAILS N C O N C C N a N C, O FIRST SUBMITTAL N a N N C, a SECOND SUBMITTAL N a N a a REVISION 01 N a N O THIRD SUBMITTAL N a N `71- FOURTH SUBMITTAL 00 a N a 0 REVISION 02 03 a N O1 a a REVISION 03 N O3 N Ln O c0 THORNBROUGH SUNDSTROM SUNDSTROM THORNBROUGH N C z 0 N CD 0 C C U 0 C) m C • CD C N O m C S C C) O N C C C C Q C C) Sheet Numpen C122 I 0 J a oz z DATE: Tuesday, January LOCATION: G:\Thornbrough\16.0759—ASCI North Shop Property\PLANS\CDs\Culvert Desigr.dwg z IRRIGATION LATERAL HEA0GATE NOTES: FES INV.=51 45.05 N:1253117.90 E:3153407.25 SEE NOTE 6 77L/GAS PIPELINE MARKER n ALL STORM SEWER TO BE CONSTRUCTED PER CDOT M&S STANDARDS AND CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 2. BUILDINGS AND SITE IMPROVEMENTS SHOWN REFLECT CONCEPTUAL LAYOUT OF FUTURE IMPROVEMENTS. 3. ALL RCP MUST BE ACI-350 COMPLIANT. 4. JOINTS: WATER TIGHT JOINTS MEETING ASTM C443 STANDARD SPECIFICATION FOR JOINTS IN CIRCULAR CONCRETE SEWER AND CULVERT PIPE, USING RUBBER GASKETS. 5. ALL CONCRETE JOINTS IN THE INLET STRUCTURE AND MANHOLES SHALL HAVE A HYDROPHILIC WATERSTOP TO PREVENT LEAKAGE OF WATER. THE WATERSTOP SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS INCLUDING THE REQUIRED CONCRETE COVER. A WATERSTOP SHALL BE PLACED AROUND THE PERIMETER OF THE PIPE AT EACH STRUCTURE. 6. PIPE INVERT SHALL BE 8" BELOW DOWNSTREAM INVERT OF FLUME. ADJUST START POINT OF PIPE TO MATCH POINT IN EXISTING DITCH THAT IS 8" BELOW DOWNSTREAM INVERT OF FLUME. THE GIVEN NORTHING/EASTING IS ESTIMATED. CDOT M8cS STANDARD DETAILS REFERENCED: • M-603-2 REINFORCED CONCRETE PIPE • M 604 11 INLET, TYPE D • M-604-20 MANHOLES • M-606-13 GUARDRAIL TYPE 7 F -SHAPE BARRIER 3 40 20 0 40 SCALE: 1"=40' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET 80 MARTIN/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Si45 3 (Ec. No. 42" RCP 22' FRICO MAINTENANCE ROAD, RE:C21O -5FT MANHOLE RIM=5152.36 INV.IN(W)=5144.85 INV.OUT(E)=51 44.85 N:1253064.46 E:3153571.02 CONCRETE REINFORCED WITH #4 @ 18" B.W. 5146 12" } 5/47 41.00' PROPOSED EASEMENT BY SEPARATE DOCUMENT 5FT MANHOLE RIM=5152.90 INV.IN(W)=5144.62 INV.OUT(E)=5144.62 N:1253064.17 E:31 53784.52 12" (MIN) (SEE PLAN VIEW FOR EXTENTS OF CONCRETE SLOPE PAVING ON WEST END) TRANSITION LAST 5FT OF CONCRETE DITCH TO MATCH CONCRETE SLOPE PAVING CONCRETE SLOPE PAVING END VIEW N.T.S. TRUCK CROSSING (TYP) JERSEY BARRIER RE: CDOT M&S STANDARD M-606-13 -ADJUST ROAD ELEVATION TO MAINTAIN CLEARANCE INTERIOR HAUL ROAD 24" MIN. 2FT (TYP)i- VARIES 15FT MIN. BOTH SIDES OF ROAD 5FT MANHOLE RIM=5153.40 INV.IN(W)=5144.39 INV.OUT(E)=5144.39 N:1253063.88 E:3153998.02 0 0 0 MAINTAIN ACCESS FOR GRAVEL DITCH ROAD 5FT MANHOLE RIM=5153.95 INV.IN(W)=5144.21 INV.OUT(E)=5144.21 N:1253038.92 E:3154156.07 40.00' 10FT VISUAL/ NOISE BERM i 3:1 SIDE SLOPES II I iI I lIt II INTE LIAR HAUL RbAD 5748 5/47 5746 FES`J RIM=5147.98 INV.IN(W)=51 44.10 N:1253023.33 E:3154254.84 [ADJUST INVERT TO MATCH EXISTING FLOWLINE OF DITCH. SEE NOTE 6. EXISTING CONCRETE DITCH LINING BULL CANAL LATERAL NO. 2FT M NIMUM FREEBOARD TRANSITION LAST 5FT OF CONCRETE DITCH TO MATCH - CONCRETE SLOPE PAVING -46" -12' CONCRETE SLOPE PAVING. SEE END VIEW DETAIL THIS SHEET FLARED END SECTION DETAIL A FLOW BY-PASS N .T.S. 24" MIN. 42" CLASS 3 RCP NOTE: FRICO MAINTENANCE ACCESS SHALL BE MAINTAINED. 24" MIN. 42" CLASS 5 RCP 42" CLASS .3 RCP CONCRETE SLOPE PAVING. SEE END VIEW DETAIL THIS SHEET FLARED END SECTION - 3 2FT M NIMUM FREEBOARD DETAIL B TRUCK/DITCH CROSSING N.T.S. 12"- �F6" n EXISTING CONCRETE DITCH LINING ADJUST INVERT TO MATCH EXISTING FLOWLINE OF DITCH %NAL NO. 1 TRANSITION LAST 5FT OF CONCRETE DITCH TO MATCH CONCRETE SLOPE PAVING Z " F- w � Z � z zz CC 0 0 U MAIN 303.431.6100 MARTINMARTIN.COM hO rW t V1� Hco co Z CO LLO W" n LL CULVERT PLAN CD E O z O 0 0 0 cn CD CL a) 0 CD CD a N Q, 0 FIRST SUBMITTAL N a N N a, a SECOND SUBMITTAL N a N a a REVISION 01 N a CNI 0 THIRD SUBMITTAL N a N `71- FOURTH SUBMITTAL 00 a N a 0 REVISION 02 00 a N a, a a REVISION 03 N r N Ln O co THORNBROUGH SUNDSTROM SUNDSTROM THORNBROUGH C) a) E CD z O C) O CD O O m CD CD a) 0 m CD A 0 0 CD O C) 0 U CD O 0 0 C) rrirCz CD�H-w ILT _i ET LC�X� pow Cr) J CC U Q J W J -.< W Q W W U X Q ,y W W :(-)Z. ��a o�zC W0<C L U Q W ti 7 _ CC O CD �ow< -I W W = 0 Q J D H l- z W - Z0�C wow a 0 -,7(1 L9- Z H a < (r) woWED CC V)[CW W CO Cr ZW0 I C?�Ow Ul0 Z W 0 - O 0 T Z = W C U = Z D a U Sheet Number: C200 DATE: Tuesday, January LOCATION: G:\Thornbrough\16.0759—ASCI North Shop Property \PLANS\CDs\C130 SITE DETAILS.dwg 2' SHOULDER SECTION A -A 22' 18' 12" ROAD BASE (CDOT CLASS 6) MOISTURE TREATED & COMPACTED SUBGRADE PER GEOTECHNICAL REPORT FRICO MAINTENANCE ROAD N.T.S. 1 4' E2)±12acga c9YcceY.RD,_a SLOPE TO DRAIN (TYP.) SHAPED INVERT FRAME AND COVER PAVEMENT GRADE CONCRETE BRICK COURSES OR CONRETE RINGS (3 MIN. -6 MAX.) ECCENTRIC CONE PRECAST REINFORCED CONCRETE MANHOLE SECTIONS 5" MIN. SLOPE 1" PER FOOT A FLEXIBLE SEALING COMPOUND AND CEMENT MORTAR JOINT 3" CLEAR (TYP.) 12" ROAD BASE (CDOT CLASS 6) MOISTURE TREATED & COMPACTED SUBGRADE PER GEOTECHNICAL REPORT FRICO MAINTENANCE ROAD - RAMP N.T.S. STEP (TYP.) INVERT ELEVATIONS AS SHOWN ON PLANS #4 c7 @ 12" 4'- 10" (SQUARE) #4 c7 @ 12" #4 @ 12" 30" MIN 1/2" MORTAR FACE RIM ELEVATION AS SHOEN ON PLANS GROUND ELEVATION STANDARD MANHOLE N.T.S. SECTION B —B 30" MAX. FLEXIBLE SEALING COMPOUND AND CEMENT MORTAR JOINTS COAT EMBEDDED AREA OF ALUMINUM STEPS WITH COAL TAR PAINT 12" MIN. -16" MAX. SPACING CONSISTENT ±1" WITHIN MANHOLE 12" MAX. A #4 @ 12" #4u @ 12" S GRD-C-PV-42 UTL-C-PV-43 UTL-C-PV-44 WATER STOP GASKET SEE DETAIL THIS SHEET 3" MIN. PVC PIPE 10" MIN. SCARIFY PIPE EMBEDDED IN CONCRETE 1-1/2" MIN. STAINLESS STEEL CLAMP TI. 1 1/2" MIN. WATER STOP GASKET DETAIL STANDARD MANHOLE DETAILS NOTES: 2' SHOULDER FRAME AND COVER SHALL BE NEENAH R-1798, J MARK J-1361, DEETER 1197, OR EQUAL. LETTERING SHALL BE "FRICO". PROVIDE A SLOT FOR REMOVAL WITH A PICK OR SIMILAR TOOL. HEAVY DUTY CASTING MANUFACTURED TO WITHSTAND HIGHWAY TRAFFIC LOADS H-20/HS-20 SPECIFICATIONS AND A 40,000-LBS PROOF LOAD PER AASHTO M-306. 2. RUBBER FOR GASKETS SHALL BE NEOPRENE OR SIMILAR SYNTHETIC RUBBER. 3. FLEXIBLE SEALING COMPOUND SHALL BE K.T. SNYDER "RAM-NEK" OR EQUAL. 4. STEPS SHALL BE PLASTIC -COVERED STEEL. ACCEPTABLE STEPS ARE AS FOLLOWS: POLYPROPYLENE- M.A. INDUSTRIES NO. PS2—PF H. BOWEN CO. BOWCO NO. 93813 MAIN 303.431.6100 MARTINMARTIN.COM rO rW I- V1„D r ~ z 2O LLO W" nO W Ri- uJz J CW ■ G OF- 0- U5 51 O Q W 0 O z SITE DETAILS CD E 0 z 0 0 0 e CD CL a) 0 FIRST SUBMITTAL N a N N a, a SECOND SUBMITTAL N a N a a REVISION 01 N a N 0 THIRD SUBMITTAL N a N `71- FOURTH SUBMITTAL 00 a N a 0 REVISION 02 00 a N a, a a REVISION 03 N r N Ln O co THORNBROUGH SUNDSTROM SUNDSTROM THORNBROUGH C) E DC z 0 C) 0 DC 0 CC CD 0 m DC a) 0 m DC 0 0 CD 0 U 0 0 0 DC C) C r Z CD�H-w w Z LC - E LCcX� O 0 w CD J CC r U Q J W J or. W Q L Z C) U X w o:zE :(-) IO ¢ IY Q w U w7 CD �ow< C) O W = Q JO D H � 0z - O - ZO,CC CC z 0 ¢w<C Z H- a Q U l wo0_CD V)w w CC EL EL CO Cr ZW� i O� Ow UlO Z J W - O O T Z o w C U = U Sheet Number: C210 DATE: Tuesday, January LOCATION: G:\Thornbrough\16.0759—ASCI North Shop Property\PLANS\CDs\EROSION CTRL PLAN.dwg z SITE LOCATION W.C.R. 6 M U W.C.R. N 4 EXISTING 5147 // // _ 0HE 0 A VICINITY MAP SCALE:1 "=2000' LEGEND PROPERTY LINE RIGHT-OF-WAY LINE EASEMENT CONTOURS GRADING ARROW PAVEMENT GRAVEL GRASS TRAFFIC DIRECTION CONCRETE PAN 6' CYCLONE PRIVACY FENCE (WITH SLATS) 6' CYCLONE FENCE THREE -STRAND BARB WIRE OVERHEAD ELECTRIC LINE POWER POLE LIGHT POLE OIL/GAS LINE VENT OIL/GAS VALVE STRUCTURE OIL/GAS WELL TRANSMISSION LINE TOWER 100 50 0 100 SCALE: 1"=100' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET 200 PROPOSED 5750 (APPROXIMATE) ®--o-- (APPROXIMATE) MARTIN/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. LA /I, GRAVEL CANAL TOAD 1 1 50' PIPELINE EASEMENT (REC. NO. 7666308) RECREATIONAL STORAGE SOLUTIONS L L C PARCEL 1146725000027 60' ROW FOR THE EAST BRANCH OF THE BULL CANAL (REC. NO. 208753) (OWNED BY FARMERS RESERVOIR AND IRRIGATION COMPANY) 1 1 CONCRETE < LINED CANAL A / GRAVEL DITCH ROAD MAX 8% FLUME IRRIGATION LATERAL HEADGA TE 30' PIPELINE EASEMENT (REC. NO. 2238673) \\\ \ \\ \1 l\\ \\\ \\ 75' TRANSM/SS1ON LINE RIGHT-OF-WAY (RFC. NO. 7075457) EXCEPTION NO. 73 85' TRANSMISSION LINE RIGHT-OF-WAY (REC. A/C. 55.35489) EXCEPTION NO, 27 O (\ 750' FORMER UPRR /7. 0. W.- \\ \� \\ RTD PARCEL SANDLAND PROPERTIES, L L C \ /1 46725400061 #148725000059 \ (USR-1341 GRAVEL PROCESSING/ \ BATCH PLANT) DETENTION POND #2 NO BUILD OR STORAGE AREA VOLUME=33,700 CF RE:C121 7 1 30' PIPELINE LASEMENT PERMANENT RIPRAP PERMANENT RIPRAP L N N R150' SETBACK y • y FROM WELLHEAD�w .00' 1 �9 \; 5754 5753 5152 5751 575 5749 5/45 5147 5/46 745 - 5741 5740- 5739 57381 5737- // _ PERMANENT RIPRAP KIRKMEYER PARCEL #146725000052 10FT VISUAL/ NOISE BERM 10FT VISUAL/ NOISE BERM 10FT VISUAL/ NOISE BERM PROPOSED GRADE EXISTING GRADE tl- F --5I ,.„:, 10FT 1 VISUAL/NOISE BERM TYPICAL DETAIL N .T.S. - SF SF \ / - CF CF tirailragti K//////Y/////tea LEGEND SILT FENCE VEHICLE TRACKING CONTROL INLET PROTECTION OUTLET PROTECTION CULVERT INLET PROTECTION STABILIZED STAGING AREA CONCRETE WASHOUT AREA CONSTRUCTION FENCE ROCK SOCK VTC SSA CF CRS) SEDIMENT CONTROL LOG *ID PERMANENT SEEDING SURFACE ROUGHENING STOCKPILE PROTECTION 10FT VISUAL/ NOISE BERM w w 2 z w z I- J 3 z O U MAIN 303.431.6100 MARTINMARTIN.COM rO rW I- V/1� r CO ~ Z CO LLO W" O LLZ ��W VJ Ri- uJz J CW G ■ OF- 0- u5 51 2 Q W w O Z EROSION & SEDIMENT CTRL PLAN N E 0 z 0 0 F 0 cn N 00 N F F F N a N M O1 a FIRST SUBMITTAL N a N N a, a SECOND SUBMITTAL N a N a a REVISION 01 N a N O THIRD SUBMITTAL N a N FOURTH SUBMITTAL 00 a N a a REVISION 02 00 a N a, a a REVISION 03 N r N Ln C co THORNBROUGH SUNDSTROM SUNDSTROM THORNBROUGH C) N F z 0 C) V ' 0 F 0 2/ N 0 m F A 0 0 N 0 C) 0 U IT 0 0 F C) rrirCz CD�H-w EWXC -IF ooLL• WCD J CC r C I J W J W Q W z W U X (-) Q W W H d WOzF J W Q < 7 W U TzHac�,z O J • Q w C) W W = Q J ZO I - H z W O z�O_ W C D LLJ ZOW5 = � a � C ¢• WCDIT, Z Q IT) w d W F CC W V)ELW W CO Cr z W I CDC 0w U z W - O O TZ = Q WCC ▪ U = Z U Sheet Number: C300 LAST SAVED BY: MSUNDSTROM LOCATION: G:\Thornbrough\16.0759-ASCI North Shop Property\PLANS\CDs\EROSION CTRL DETAILS.dwg Silt Fence (SF) SC -1 SF -SF SF FLOW - EXISTING _ / GROUND ROTATE SECOND I )l" x 1 (RECOMMENDED) WOODEN FENCE POST WITH 10' MAX SPACING SILT FENCE GEOTEXTILE COMPACTED BACKFILL 8" MIN - AT LEAST 10" OF SILT FENCE 'TAIL' SHALL BE BURIED POSTS SHALL BE JO NED AS SHOWN, THEN ROTATED 180 DEG, IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND ez 4" MIN V 36"-48" TYP. 18" MIN SILT FENCE POSTS SHALL OVERLAP AT JOINTS SO THAT NO GAPS EXIST IN SILT FENICE THICKNESS OF GEOTEXTILE HAS\ BEEN EXAGGERATED. TYP SECTION A SF -1. SILT FENCE November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 MM -1 SF -3 SC -1 Silt Fence (SF) Vehicle Tracking Control (VTC) SILT FENCE INSTALLATION NOTES 1. SILT FENCE MUST BE PLACED AWAY FROM THE TOE OF THE SLOPE TO ALLOW FOR WATER PONDIINC. SILT FENCE AT THE TOE OF A SLOPE SHOULD BE INSTALLED IN A FLAT LOCATION AT LEAST SEVERAL FEET (2-5 FE) FROM THE TOE OF THE SLOPE TO ALLOW ROOM FOR PONDING AND DEPOSITION_ 2. A UNIFORM 6" X 4" ANCHOR TRENCH SHALL BE EXCAVATED USING TRENCHER OR SILT FENCE INSTALLATION DEVICE. NO ROAD GRADERS, BACKHDES, OR SIMILAR EQUIPMENT SHALL BE USED. 3 COMPACT ANCHOR TRENCH BY HAND WITH A "JUMPING JACK" OR BY WHEEL ROLLING_ COMPACTIONSHALL BE SUCH THAT SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. 4. SILT FENCE SHALL BE PULLED TIGHT AS IT IS ANCHORED TO THE STAKES. THERE SHOULD DE NO NOTICEABLE SAG BETWEEN STAKES AFTER IT HAS SEEN ANCHORED TO THE STAKES. 5. SILT FENCE FABRIC SHALL BE ANCHORED TO THE STAKES USING 1" HEAVY DUTY STAPLES CR NAILS WITH I" HEADS. STAPLES AND NAILS SHOULD BE PLACED 3" ALONG THE FABRIC DOWN THE STAKE 6 Al THE END OF A RUN OF SILT FENCE ALONG A CONTOUR, THE SILT FENCE SHOULD BE TURNED PERPENDICULAR TO THE CONTOUR TO CREATE A "J —HOOK." THE "J —HOOK" EXTENDING PERPENDICULAR TO THE CONTOUR SHOULD BE OF SUFFICIENT LENGTH TO KEEP RIUNCIFF FROM FLOWING AROUND THE END OF THE SILT FENCE (TYPICALLY 10' — 20'). 7. SILT FENCE SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. SILT FENCE MAINTENANCE NOTES 1, INSPECT BM Ps EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPS SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BM Ps IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3 WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. SEDIMENT ACCUMULATED UPSTREAM CF THE SILT FENCE SHALL BE REMOVED AS NEEDED TO MAINTAIN THE FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED SEDIMENTS IS APPROXIMATELY 6". 5. REPAIR OR REPLACE SILT FENCE WHEN THERE ARE SIGNS OF WEAR, SUCH AS SAGGING, TEARING, OR COLLAPSE. 6, SILT FENCE IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND APPROVED BY THE LOCAL JURISDICTION, OR IS REPLACED DY AN EQUIVALENT PERIMETER SEDIMENT CONTROL OMP. 7. WHEN SILT FENCE IS REMOVED, ALL DISTURBED AREAS SHALL BE COVERED WITH TOPSOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. (DETAIL ADAPTED FROM TOWN OF PARKER, COLORADO AN] CITY OF AURORA, NOT AVAILABLE IN AUTOCAD) NOTE_ MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. SF -4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Concrete Washout Area (CWA) Stabilized Staging Area (SSA) CWA MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2, FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPS IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3 WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE 4, THE CWA SHALL BE REPAIRED, CLEANED, OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE WASTE. CONCRETE MATERIALS, ACCUMULATED IN PIT, SHALL BE REMOVED ONCE THE MATERIALS HAVE REACHED A DEPTH OF 2'. 5, CONCRETE WASHOUT WATER, WASTED PIECES OF CONCRETE AND ALL OTHER DEBRIS IN THE SUBSURFACE PiT SHALL BE TRANSF'ORTED FROM THE JOB SITE IN A WATER -TIGHT CONTAINER AND DISPOSED OF PROPERLY, 6. THE CWA SHALL REMAIN IN PLACE UNTIL ALL CONCRETE FOR THE PROJECT IS PLACED. 7 WHEN THE CWA IS REMOVED, COVER THE DISTURBED AREA WITH TOP SOIL, SEED AND MULCH OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. (DETAIL ADAPTED FROM DOUGLAS COUNTY, COLORADO AND THE CITY OF PARKER, COLORADO, NOT AVAILABLE IN AUTOCAD), NOTE', MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. CWA-4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 SM-4 SM-4 SIDEWALK OR OTHER PAVED SURFACE PUBLIC ROADWAY INSTALL ROCK FLUSH WITH OR BELOW TOP OF PAVEMENT COMPACTED SUBGRAD= SECTION A 50 FOOT (MIN,) UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, USE COOT SECT. #7CI3, AASHTG #3 COARSE AGGREGATE OR 6" MINUS ROCK r S (MIN.) 2CI FOOT (WIDTH CAN BE LESS IF CONST. VEHICLES ARE PHYSICALLY CONFINED ON BOTH SIDES) 5" (MIN.) UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, USE COOT SECT. #703, AASHTO #3 COARSE AGGREGATE OR 6'' MINUS ROCK NON -WOVEN GEOTEXTILE FABRIC BETWEEN SOIL AND ROCK NON -WOVEN GEOTEXTILE FABRIC 'VI -C-1, AGGREGATE VEHICLE TRACKING CONTROL November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 SM-6 SM-6 CONSTRUCTION SITE ACCESS STABILIZED CONSTRUCTION ENTRANCE (SEE DETAILS VTC-1 TO VTC-3) SF/CF -- SF/CF -0NS1TE CONSTRUC .ION VEHICLE: PARKING (IF. NEEDED) , MATERIAL STORAGE AREA CONSTRUCTION TRAILERS 3" MIN. THICKNESS GRANULAR MATERIAL - SF CF -- SF CF SILT FENCE OR CONSTRUCTION FENCING AS NEEDED EXISTING ROADWAY SSA -1. STABILIZED STAGING AREA STABILIZED STAGING AREA INSTALLATION NOTES 1. SEE PLAN VIEW FOR — LOCATION OF STAGING AREA(S), — CONTRAC`OR MAY ADJUST LOCATION AND SIZE OF STAGING AREA WITH APPROVAL FROM THE LOCAL JURISDICTION, 2. STABILIZED STAGING AREA SHOULD BE APPROPRIATE FOR THE NEEDS OF THE SITE. OVERSIZING RESULTS IN A LARGER AREA TO STABILIZE FOLLOWING CONSTRUCTICN. 3. STAGING AREA SHALL BE STABILIZED PRIOR TO OTHER OPERATIONS ON THE SITE. 4, THE STABILIZED STAGING AREA SHALL CONSIST OF A MINIMUM 3" THICK GRANULAR MA FERIAE 5. UNLESS OTHERWISE SPEC FIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT SECT, #703, AASHTO #3 COARSE AGGREGATE OR 6" (MINUS) ROCK. 6. ADDITIONAL PERIMETER BMPs MAY BE REQUIRED INCLUDING BUT NOT LIMITED TO SILT FENCE AND CONSTRUCTION FENCING. STABILIZED STAGING AREA MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF RMPs SHOULD HE PROACTIVE, NOT REACTIVE- INSPECT HMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE, 2 FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION, INSPEC—IONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY, 3. WHERE LIMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY IF RUTTING OCCURS OR UNDERLYING SUBGRADE BECOMES EXPOSED. November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 SSA -3 VTC-3 Vehicle Tracking Control (VTC) Concrete Washout Area (CWA) STABILIZED CONSTRUCTION ENTRANCE/EXIT INSTALLATION NOTES 1. SEE PLAN VIEW FOR -LOCATION OF CONSTRUCTION ENTRANCE(S)/EXIT(S), -TYPE OF CONSTRUCTION ENTRANCES)/EXITS(S) (WITH/WITHOUT WHEEL WASH, CONSTRUCTION MAT OR TRM). 2. CONSTRUCTION MAT OR TRM STABILIZED CONSTRUCTION ENTRANCES ARE ONLY TO RE USED ON SHORT DURATION PROJECTS (TYPICALLY RANGING FROM A WEEK TO A MONTH) WHERE THERE WI_L BE LIMITED VEHICULAR ACCESS, 3. A STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE LOCATED AT ALL ACCESS POINTS WHERE VEHICLES ACCESS THE CONSTRUCTION SITE FROM PAVED RIGHT-OF-WAYS. 4. STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. 5. A NON -WOVEN GEOTEXTILE FABRIC SHALL BE PLACED UNDER THE STABILIZED CONSTRUCTION ENTRANCE/EXIT PRIOR TO THE PLACEMENT OF ROCK. 6. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT SECT. #703, AASHTO #3 COARSE AGGREGATE OR 5" (MINUS) ROCK. STABILIZED CONSTRUCTION ENTRANCE/ExIT MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPS SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT HMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPS IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY_ 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. ROCK SHALL SE REAPPLIED OR REGRADED AS NECESSARY TO THE STABILIZED ENTRANCE/EXIT TO MAINTAIN A CONSISTENT DEPTH. 5. SEDIMENT TRACKED ONTO PAVED ROADS IS TO BE REMOVED THROUGHOUT THE DAY AND AT THE END OF THE DAY BY SHOVELING OR SWEEPING SEDIMENT MAY NOT BE WASHED DOWN STORM SEWER DRAINS. NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. {DETAILS ADAPTED FRO I FIT OF TPCPOA FIELD, COLORADC. NOT AVAILABLE IN AUTOCAD} VTC-6 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Stabilized Staging Area (SSA) Inlet Protection (IP) STABILIZED STAGING AREA MAINTENANCE NOTES 5. STABILIZED STAGING AREA SHALL BE ENLARGED IF NECESSARY TO CONTAIN PARKING, STORAGE, AND UNLOADING/LOADING OPERATIONS. 6. THE STABILIZED STAGING AREA SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE GRANULAR MATERIAL SHALL BE REMOVED OR, IF APPROVED BY THE LOCAL JURISDICTION, USED ON SITE, AND THE AREA COVERED WITH TOPSOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY LOCAL JURISDICTION. NOTE_ MANY MUNICIPALITIES PROHIBIT THE USE OF RECYCLED CONCRETE AS GRANULAR MATERIAL FOR STABILIZED STAGING AREAS DUE TO DIFFICULTIES WITH RE-ESTABLISHMENT OF VEGETATION IN AREAS WHERE RECYCLED CONCRETE WAS PLACED. NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. (DETAILS ADAPTED FROM DOUGLAS COUNTY, COLORADO, ACT AVAILABLE IN AUTOCAD) SSA -4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 MM -1 25 MINI 12" TYP, >4 lr� UNDISTURBED OR\ COMPACTED SOIL CONCRETE WASHOUT CONCRETE WASHOUT AREA PLAN COMPACTED BERM AROLND THE PERIMETER 3' MIN. 8 :S 8 MIN. SECTION A 3�1 VEHICLE CONTROL VEHICLE TRACKING CONTROL (SEE VTC DETAIL) OR OTHER STABLE SURFACE 25 SLOPE TRACKING (SEE VTC - DETAIL ) CWA-1. CONCRETE WASHOUT AREA CWA INSTALLATION NOTES 1. SEE PLAN VIEW FOR: -CWA INSTALLATION LOCATION. 2. DO NOT LOCATE AN UNLINED CWA WITHIN 400' OF ANY NATURAL DRAINAGE PATHWAY OR WATER BODY. DO NOT LOCATE WITHIN 1,DC0' OF ANY WELLS OR DRINKING WATER SOURCES. IF SITE CONSTRAINTS MAKE THIS INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS EXIST ON SITE, THE GWA MUST BE INSTALLED WITH AN IMPERMEABLE LINER (16 MIL MIN. THICKNESS) OR SURFACE STORAGE ALTERNATVES USING PREFABRICATED CONCRETE WASHOUT DEVICES OR A LINED ABOVE GROUND STORAGE ARE SHOULD BE USED. 3. THE CWA SHALL BE INSTALLED PRIOR TO CONCRETE PLACEMENT ON SITE. 4. CWA SHALL INCLUDE A FLAT SUBSURFACE PIT THAT IS AT LEAST B' BY B' SLOPES LEADING OUT OF THE SUBSURFACE PIT SHALL BE 3:1 OR FLATTER. THE PIT SHALL BE AT LEAST 3' DEEP. 5. BERM SURROUNDING SIDES AND MACK 0E THE CW4 SHALL HAVE MINIMUM HEIGHT GE 1'. 6. VEHICLE TRACKING PAD SHALL BE SLOPED 2% TOWARDS THE OWA. 7 SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE CV/A, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CWA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 8 USE EXCAVATED MATERIAL FOR PERIMETER BERM CONSTRUCTION, November 2010 SC -6 SC -6 FLOW - CULVERT END SECTION ROCK SOCK CULVERT INLET PROTECTION PLAN r 10" MIN. L OF WATTLE SOCK BACKFILL UPSTREAM ROCK SECTION A KEY IN ROCK SOCK 0" ON BEDROCK, PAVEMENT OR RIPRAP KEY IN ROCK SOCK 2" ON EARTH SECTION B CIP-1, CULVERT INLET PROTECTION CULVERT INLET PROTECTION INSTALLATION NOTES 1 SEE PLAN VIEW FOR —LOCATION OF CULVERT INLET PROTECTION. 2. SEE ROCK SOCK DESIGN DETAIL FOR ROCK GRADATION REQUIREMENTS AND ,JOINTING DETAIL. CULVERT INLET PROTECTION MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BIMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3 WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY DF THE FAILURE. 4. SEDIMENT ACCUMULATED UPSTREAM OF THE CULVERT SHALL BE REMOVED WHEN THE SEDIMENT DEPTH IS uz THE HEIGHT OF THE ROCK SOCK. 5. CULVERT INLET PROTECTION SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS PERMANENTLY STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. DE -FAILS ADAPTED FROM AURORA, CCLORAOO, NOT AVAILABLE IN AUTOCAD) NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD DE USED WHEN DIFFERENCES ARE NOTED. August 2013 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 IP-7 Urban Drainage and Flood Control District CWA-3 Urban Storm Drainage Criteria Manual Volume 3 Inlet Protection (IP) GENERAL INLET PROTECTION INSTALLATION NOTES 1 SEE PLAN VIEW FOR: -LOCATION OF INLET PROTECTION. -TYPE OF INLET PROTECTION {IP,1, IF',2, IP,3, IP,", 2 INLET PROTECTION SHALL BE INSTALLED PROMPTLY AFTER INLET CONSTRUCTION OR PAVING IS COMPLETE (TYPICALLY WITHIN 48 HOURS). IF A RAINFALL/RUNOFF EVENT IS FORECAST, INSTALL INLET PROTECTION PRIOR TO ONSET OF EVENT. 3. MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD RE USED WHEN DIFFE:RENCES ARE NOTED. INLET PROTECTION MAINTENANCE NOTES 1, INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE, INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BM Ps IN EFFECTIVE OPERATING CONDITION- INSPECTIONS AND CORRECTIVE MEASURES SHOULD DE DOCUMENTED THOROUGHLY. 3 WHERE RMPA HAVE FAILED, REPAIR DR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4, SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED AS NECESSARY TO MAINTAIN BMP EFFECTIVENESS, TYPICALLY WHEN STORAGE VOLUME REACHES 50% OF CAPACITY, A DEPTH OF 6" WHEN SILT FENCE IS USED, OR Y. OF THE HEIGHT FOR STRAW BALES. 5 INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS PERMANENTLY STABILIZED, UNLESS THE LOCAL JURISDICTION APPROVES EARLIER REMOVAL OF INLET PROTECTION IN STREETS. 6. WHEN INLET PROTECTION AT AREA INLETS IS REMOVED, THE DISTURBED AREA SHALL BE COVERED WITH TOP SOIL, SEEDED AND MULCHED, OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. (DETAIL ADAPTED FROM IC INN OF PARKER, COLORADO AND CITY OF AURORA, COLORADO, NOT AVAILABLE IN AUTOCAD) NOTE'_ MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. NOTETHE DETAILS INCLUDED WITH THIS FACT SHEET SHOW COMMONLY USED, CONVENTIONAL METHODS OF INLET PROTECTION IN THE DENVER METROPOLITAN AREA. THERE ARE MANY PROPRIETARY INLET PROTECTION METHODS ON THE MARKET. UDFCD NEITHER ENDORSES NOR DISCOURAGES USE OF PROPRIETARY INLET PROTECTION; HOWEVER, IN THE EVENT PROPRIETARY METHODS ARE USED, THE APPROPRIATE DETAIL FROM `HE MANUFACTURER MUST BE INCLUDED IN THE SWMP AND THE BMP MUST BE INSTALLED AND MAINTAINED AS SHOWN IN THE MANUFACTURER'S DETAILS. NOTE., SOME MUNICIPALITIES DISCOURAGE OR PROHIBIT -HE USE OF STRAW BALES FOR INLET PROTECTION. CHECK WITH LOCAL JURISDICTION TO DETERMINE IF STRAW DALE INLET PROTECTION IS ACCEPTABLE. TP-8 Urban Drainage and Flood Control District gust 2013 Urban Storm Drainage Criteria Manual Volume z F z li MAIN 303.431.6100 MARTINMARTIN.COM h0 � W I- V/! Co _z 0 LL 0 W" 0 LLz �W Ri- uJz J W OF- 0- u5 51 O Q W I- W 0 z EROSION CONTROL DETAILS cu E ED z N O O FIRST SUBMITTAL n a N 03 N a, a SECOND SUBMITTAL N 0 a a REVISION 01 n a N 0 THIRD SUBMITTAL n a N FOURTH SUBMITTAL 03 a N a 0 REVISION 02 CO a 61 a a REVISION 03 N r') 03 N THORNBROUGH SUNDSTROM SUNDSTROM THORNBROUGH L_ ED _o E ED z 0 Project Manager m m ED ED � o ED CD L_ TT U ED O 0 0 ED Li O_ J DT r L] < W J w J [V U W a z CC U X U < w W w H Paz O�zF- JWO< D_ J U Q w w 7 _ O - Lc] LL 7D W w = Q J W h- 0 z 0 I- - 20 J z O z 0_ w I�w Er =�a�0 w Cr V7 U z H- a Q CT) • oE o�zEL w n LL W Imo' zw EL F- 0 ED O w U Z J Li - 0 0 T z = Q wEL = Z F-O�- Sheet Number: C301 H- 0 J EL z LAST SAVED BY: MSUNDSTROM LOCATION: G:\Thornbrough\16.0759-ASCI North Shop Property\PLANS\CDs\EROSION CTRL DETAILS.dwg PLOT DATE DRAWING Surface Roughening (SR) EC -1 2" TO 4" DEEP SR -1. SURFACE ROUGHENING FOR STEEP SLOPES (3:1 OR STEEPER) TRACKING CR IMPRINTING FURROWS 2" TO 4" DEEP WITH 6" MAXIMUM SPACING PARALLEL TO CONTOURS SR -2. SURFACE ROUGHENING FOR LOW SLOPES (LESS THAN 3:1) ROUGHENED ROWS SHALL BE 4" TO 6" DEEP WITH 6" MAXIMUM SPACING PARALLEL TO CONTOURS November 2010 Urban Drainage and Flood Control District EC -1 Surface Roughening (SR) SURFACE POUCHENING INSTALLATION NOTES 1. SEE FLAN VIEW FOR: —LOCATION(S) OF SURFACE ROUGHENING. 2. SURFACE ROUGHENING SHALL BE PROVIDED PROMPTLY AFTER COMPLETION OF FINISHED GRADING (FOR AREAS NOT RECEIVING TOPSOIL) OR PRIOR TO TOPSOIL PLACEMENT OR ANY FORECASTED RAIN EVENT. 3. AREAS WHERE BUILDING FOUNDATIONS, PAVEMENT, CR SOD WILL GE PLACED WITHOUT DELAY IN THE CONSTRUCTION SEQUENCE, SURFACE ROUGHENING IS NOT REQUIRED. 4. DISTURBED SURFACES SHALL BE ROUGHENED USING RIPPING OR TILLING EQUIPMENT ON THE CONTOUR OR TRACKING UP AND DOWN A SLOPE USING EQUIPMENT TREADS. 5. A FARMING DISK SHALL NOT RE USED FOR SURFACE ROUGHENING SURFACE ROUGHENING MAINTENANCE NOTES 1 INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION, MAINTENANCE OF BMPs SHOULD BE PROACTIVE. NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN MIRE IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACE UPON DISCOVERY OF THE FAILURE. 4. VEHICLES AND EQUIPMENT SHALL NOT BE DRIVEN OVER AREAS THAT HAVE BEEN SURFACE ROUGHENED. 5. IN NON —TURF GRASS FINISHED AREAS, SEEDING AND MULCHING SHALL TAKE PLACE DIRECTLY OVER SURFACE ROUGHENED AREAS WITHOUT FIRST SMOOTHING OUT THE SURFACE. 6. IN AREAS NOT SEEDED AND MULCHED AFTER SURFACE ROUGHENING, SURFACES SHALL BE RE —ROUGHENED AS NECESSARY TO MAINTAIN GROOVE DEPTH AND SMOOTH OVER RILL EROSION. {DETAILS ADAPTED FROM TOWN OF PARER, COLORADO. NOT AVAILABLE IN AUTOCA0) NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED_ SR -3 SR -4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Stockpile Management (SP) MM -2 STOCKPILE PROTECTION PLAN MAXIMUM 2 7 SECTION A SILT FENCE (SEE SF DETAIL FOR INSTALLATION REQUIREMENTS) SILT FENCE (SEE SF DETAIL FOR INSTALLATION REQUIREMENTS) SP 1. STOCKPILE PROTECTION STOCKPILE PROTECTION INSTALLATION NOTES 1. SEE PLAN VIEW FOR: - LOCATION OF STOCKPILES. - TYPE OE STOCKPILE PROTECTION 2. INSTALL PERIMETER CONTROLS IN ACCORDANCE WITH THEIR RESPECTIVE DESIGN DETAILS, SILT FENCE IS SHOWN IN THE STOCKPILE PROTECTION DETAILS; HOWEVER, OTHER TYPES OF PERIMETER CONTROLS INCLUDING SEDIMENT CONTROL LOGS OR ROCK SOCKS MAY BE SUITABLE IN SOME CIRCUMSTANCES. CONSIDERATIONS FOR DETERMINING THE APPROPRIATE TYPE OF PERIMETER CONTROL FOR A STOCKPILE INCLUDE WHETHER THE STOCKPILE IS LOCATED ON A PERVIOUS OR IMPERVIOUS SURFACE, THE RELATIVE HEIGHTS OF THE PERIMETER CONTROL AND STOCKPILE, THE ABILITY OF THE PERIMETER CONTROL TO CONTAIN THE STOCKPILE WITHOUT FAILING IN THE EVENT THAT MATERIAL FROM THE STOCKPILE SHIFTS OR SLUMPS AGAINST THE PERIMETER, AND OTHER FACTORS. 3. STABILIZE THE STOCKPILE SURFACE WITH SURFACE ROUGHENING, TEMPORARY SEEDING AND MULCHING, EROSION CONTROL BLANKETS, OR SOIL BINDERS. SOILS STOCKPILED FOR AN EXTENDED PERIOD (TYPICALLY FOR MORE THAN 60 DAYS) SHOULD BE SEEDED AND MULCHED WITH A TEMPORARY GRASS COVER ONCE THE STOCKPILE [S PLACED (TYPICALLY WITHIN 14 DAYS), USE OF MULCH ONLY OR A SOIL BINDER IS ACCEPTABLE IF THE STOCKPILE WILL BE IN PLACE FOR A MORE LIMITED TIME PERIOD (TYPICALLY 30-60 DAYS). 4. FOR TEMPORARY STOCKPILES ON THE INTERIOR PORTION OF A CONSTRUCTION SITE, WHERE OTHER OCWNGRADIENT CONTROLS, INCLUDING PERIMETER CONTROL, ARE IN PLACE, STOCKPILE PERIMETER CONTROLS MAY NOT BE REQUIRED. November 2010 Urban Drainage and Flood Control District MM -2 Stockpile Management (SM) STOCKPILE PROTECTION MAINTENANCE NOTES 1. INSPECT BMPE EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF EMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE_ 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. STOCKPILE PROTECTION MAINTENANCE NOTES 4. IF PERIMETER PROTECTION MUST BE MOVED TO ACCESS SOIL STOCKPILE, REPLACE PERIMETER CONTROLS BY THE END OF THE WORKDAY. E. STOCKPILE PERIMETER CONTROLS CAN BE REMOVED ONCE ALL THE MATERIAL FROM THE STOCKPILE HAS BEEN USED. {DETAILS ADAPTED FROM PARKER, COLORADO, NOT AVAILABLE IN AUTOCAD) NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. SP -3 SP -4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 w Z Z w z J 3 z 0 U MAIN 303.431.6100 MARTINMARTIN.COM Z O W C (/) CO _z 0 LL 0 W " �z fW Ri- uJz J W ■ I..L OF- 0- u5 51 2 Q W W O z EROSION CONTROL DETAILS CD E O z N O 0 CD O cn CD CL N CD CD CD FIRST SUBMITTAL N a N N Cr) a SECOND SUBMITTAL N 0 N a a REVISION 01 N a N 0 THIRD SUBMITTAL N a N •d- FOURTH SUBMITTAL 00 a N a 0 REVISION 02 00 a N a a REVISION 03 N r N THORNBROUGH SUNDSTROM SUNDSTROM THORNBROUGH C) N -Q E CD z O Project Manager m m CD CD O C CD TO C) O U CD O 0 0 CD C) 0 >-piz CCz LC w Ww -iC <cx� C) 0 w CD J CC r U Q DC w: -I_ :71_, w CL X UQ w EL wo�z:- Z Jw0QJ L iU Q w w =wo0j7E �Ww=Q J J - >- 3 Z J Z - Z a>>w Li J H LD CC _ a 0z ¢wCCD U z I— Q Ul �wowE o� zEC LL w Li_ mCC z w 0 C CD 0w U 1 U Z J w - 0 O z w ▪ U = Z - Sheet Number: C302 Ditch Purchase and Relocation Agreement EXHIBIT D APPROVED SURVEY STANDARDS TABLE A OPTIONAL SURVEY RESPONSIBILITIES AND SPECIFICATIONS These specifications arc excerpted from the 2016 American Land Title Association and National Society of Professional Surveyors Minimum Standard Detail Requirements for ALTANSPS Land Title Surveys ("MINIMUM SURVEY STANDARDS"). References to "Sections" herein arc to the text of the Minimum Survey Standards to which Table A is attached. NOTE: The twenty (20) items of Table A may be negotiated between the surveyor and client. Any additional items negotiated between the surveyor and client shall be identified as 21(a), 21(b), etc. and explained pursuant to Section 6.D.ii.(g). Notwithstanding Table A Items 5 and 11, if an engineering design survey is desired as part of an ALTA/NSPS Land Title Survey, such services should be negotiated under Table A, Item 21. If checked, the following optional items are to be included in the ALTA/NSPS LAND TITLE SURVEY, except as otherwise qualified (see note above): 1. ✓ Monuments placed (or a reference monument or witness to the corner) at all major corners of the boundary of the property, unless already marked or referenced by existing monuments or witnesses in close proximity to the corner. 2. Address(es) of the surveyed property if disclosed in documents provided to or obtained by the surveyor, or observed while conducting the fieldwork. 3. ✓ Flood zone classification (with proper annotation based on federal Flood Insurance Rate Maps or the state or local equivalent) depicted by scaled map location and graphic plotting only. 4. ✓ Gross land area (and other areas if specified by the client). 5. ✓ Vertical relief with the source of information (e.g., ground survey, aerial map), contour interval, datum, and originating benchmark identified. 6. 7. (a) If set forth in a zoning report or letter provided to the surveyor by the client, list the current zoning classification, setback requirements, the height and floor space area restrictions, and parking requirements. Identify the date and source of the report or letter. (b) If the zoning setback requirements are set forth in a zoning report or letter provided to the surveyor by the client, and if those requirements do not require an interpretation by the surveyor, graphically depict the building setback requirements. Identify the date and source of the report or letter. (a) Exterior dimensions of all buildings at ground level. (b) Square footage of: D-1 Ditch Purchase and Relocation Agreement (1) exterior footprint of all buildings at ground level. (2) other areas as specified by the client. (c) Measured height of all buildings above grade at a location specified by the client. If no location is specified, the point of measurement shall be identified. 8. 9. 10. Substantial features observed in the process of conducting the fieldwork (in addition to the improvements and features required pursuant to Section 5 above) (e.g., parking lots, billboards, signs, swimming pools, landscaped areas, substantial areas of refuse). Number and type (e.g., disabled, motorcycle, regular and other marked specialized types) of clearly identifiable parking spaces on surface parking areas, lots and in parking structures. Striping of clearly identifiable parking spaces on surface parking areas and lots. (a) As designated by the client, a determination of the relationship and location of certain division or party walls with respect to adjoining properties (client to obtain necessary permissions). (b) As designated by the client, a determination of whether certain walls are plumb (client to obtain necessary permissions). D-2 Ditch Purchase and Relocation Agreement 11. ✓ Location of utilities existing on or serving the surveyed property as determined by: • observed evidence collected pursuant to Section 5.E.iv. • evidence from plans requested by the surveyor and obtained from utility companies, or provided by client (with reference as to the sources of information), and • markings requested by the surveyor pursuant to an 811 utility locate or similar request Representative examples of such utilities include, but are not limited to: • Manholes, catch basins, valve vaults and other surface indications of subterranean uses; • Wires and cables (including their function, if readily identifiable) crossing the surveyed property, and all poles on or within ten feet of the surveyed property. Without expressing a legal opinion as to the ownership or nature of the potential encroachment, the dimensions of all encroaching utility pole crossmembers or overhangs; and • Utility company installations on the surveyed property. Note to the client, insurer, and lender - With regard to Table A, item 11, source information from plans and markings will be combined with observed evidence of utilities pursuant to Section 5.E.iv. to develop a view of the underground utilities. However, lacking excavation, the exact location of underground features cannot be accurately, completely, and reliably depicted. In addition, in some jurisdictions, 811 or other similar utility locate requests from surveyors may be ignored or result in an incomplete response, in which case the surveyor shall note on the plat or map how this affected the surveyor's assessment of the location of the utilities. Where additional or more detailed information is required, the client is advised that excavation and/or a private utility locate request may be necessary. 12. As specified by the client, Governmental Agency survey -related requirements (e.g., HUD surveys, surveys for leases on Bureau of Land Management managed lands). 13. Names of adjoining owners according to current tax records. If more than one owner, identify the first owner's name listed in the tax records followed by "et al. 14. As specified by the client, distance to the nearest intersecting street. D-3 Ditch Purchase and Relocation Agreement 15. Rectified orthophotography, photogrammetric mapping, remote sensing, airborne/mobile laser scanning and other similar products, tools or technologies as the basis for the showing the location of certain features (excluding boundaries) where ground measurements are not otherwise necessary to locate those features to an appropriate and acceptable accuracy relative to a nearby boundary. The surveyor shall (a) discuss the ramifications of such methodologies (e.g., the potential precision and completeness of the data gathered thereby) with the insurer, lender, and client prior to the performance of the survey, and (b) place a note on the face of the survey explaining the source, date, precision, and other relevant qualifications of any such data. 16. ✓ Evidence of recent earth moving work, building construction, or building additions observed in the process of conducting the fieldwork. 17. ✓ Proposed changes in street right of way lines, if such information is made available to the surveyor by the controlling jurisdiction. Evidence of recent street or sidewalk construction or repairs observed in the process of conducting the fieldwork. 18. 19. 20. If there has been a field delineation of wetlands conducted by a qualified specialist hired by the client, the surveyor shall locate any delineation markers observed in the process of conducting the fieldwork and show them on the face of the plat or map. If no markers were observed, the surveyor shall so state. Include any plottable offsite (i.e., appurtenant) easements or servitudes disclosed in documents provided to or obtained by the surveyor as a part of the survey pursuant to Sections 5 and 6 (and applicable selected Table A items) (client to obtain necessary permissions). Professional Liability Insurance policy obtained by the surveyor in the minimum amount of $ to be in effect throughout the contract term. Certificate of Insurance to be furnished upon request, but this item shall not be addressed on the face of the plat or map. D-4 Ditch Purchase and Relocation Agreement EXHIBIT D r4LJ P LAND TITLE SLTIVEY Part of the North 2 o€ Section 25, lowrlsh p 1 North, Range 68 West of the 6th P.M., County of Weld, State of Colorado. 1 - TOPER pi' DESCRIP1 ON AS DESCRIBED IN LAND TITLE GUARANTEE COMPANY'S TITLE COMMITMENT DATED OCTOBER 17, 2016, ORDER NO. F025140236-5: Th1E N 1/2 OF THE NE 1/4 AND THE N 1/2 OF THE S 1/2 OF THE NE 1/4 OF SECTION 25; AND ALL THAT PART OF THE E 1/2 NW 1/4 OF SECTION 25, LYING EAST OF THE RIGHT OF WAY OF THE UNION F,ACIFIC RAILROAD COMPANY AND SOUTH OF THE RIGHT OF WAY OF THE BULL CANAL; ALL IN TOWNSHIP 1 NORTH, RANGE 68 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO. EXCEPTING THEREFROM A STRIP OF LAND AS CONVEYED TO THE FARMERS RESERVOIR AND IRRIGATION COMPANY RY DEED RECORDED IN BOOK 406, PAGE 293, WELD COUNTY RECORDS, COUNTY OF WELD, STATE OF COLORADO, ALSO EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: A PORTION OF A PARCEL OF LAND RECORDED AT RECEPTION NO. 2833396, WELD COUNTY PUBLIC RECORDS, LOCATED IN THE NE1/4 OF SECTION 25, TOWNSHIP 1 NDRTI+, RANGE 68 WEST OF 1HE 6711 P. M., COUNTY OF WELD, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS' BASS OF BEARINGS: BEARINGS ARE BASED ON THE ASSUMPTION THAT THE EAST LINE OF SAID NE1/4 OF SECTION 25 BEARS NORTH 00 DEGREES 25 MINUTES 24 SECONDS WEST AND MONUMENTEO AS FOLLOWS: THE EAST QUARTER CORNER OF WHICH BEING A 3.25' ALUM, CAP, L.S. 27269, THE NORTHEAST OF WHICH IS BEING A 2.5E ALUM. CAP, L.S. 24345. COMMENCING AT SAID EAST QUARTER CORNER OF SECTION 25; THENCE NORTH 04 DEGREES 25 MINUTES 24 SECONDS WEST ALONG SAID EAST LINE OF THEALTA COMMITMENT NF1/4 OF SECTION 25 A DISTANCE OF 1017.12 FEET; THENCE SOUTH 89 DEGREES 34 MINUTES 36 SECONDS WEST A DISTANCE OF 30.00 FEET TO A POINT ON THE WESTERLY RIGHT -OF WAY LINE OF WELD COUNTY ROAD 13 AND THE POINT OF BEGINNING; THENCE ALONG THE ARC CF A CURVE TO THE LEFT WHOSE CHORD SEARS NORTH 01 DEGREES 19 MINUTES 58 SECONDS WEST A DISTANCE OF 93,01 FEET, HAVING A RADIUS OF 2930.00 FEET, A CENTRAL ANGLE OF 01 DEGREES 49 MINUTES 08 SECONDS AND AN ARC LENGTH OF 93.41 FEET; THENCE NORTH 02 DEGREES 14 MINUTES 32 SECONDS WEST A DISTANCE OF 1165,00 FEET; THENCE ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT WHOSE CHORD HEARS NORTH 01 DEGREES 19 MINUTES 58 SECONDS WEST A DISTANCE OF 97.45 FEET. HAVING A RAQIUS OF 3070.00 FEET, A CENTRAL ANGLE OF 01 DEGREES 49 MINUTES D8 SECONDS AND AN ARC LENGTH CF 97.4b FEET TO A POINT 40 FEET WESTERLY AND PERPENDICULAR TO SAID WESTERLY RIGHT-OF-WAY LINE OF WELD COUNTY ROAD 13; THENCE NORTH OD DEGREES 25 MINUTES 24 SECONDS WEST ALONG A LINE LYING 40 FEET WESTERLY AND RUNNING PARALLEL TO SAID WESTERLY RIGHT-OF-WAY LINE A DISTANCE OF 254,11 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF WELD COUNTY ROAD 6; THENCE NORTH 89 DEGREES 40 MINUTES 41 SECONDS EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE A DISTANCE OF 40.00 FEET TO A PDIN1 ON. SAID WESTERLY RIGHT OF WAY LINE OF WELD COUNTY ROAD 13; THENCE SOUTH CC DEGREES 25 MINUTES 24 SECONDS EAST ALONG SAID WESTERLY RIGHT-OF-WAY LINE A DISTANCE OF 1608.89 FEET TO THE POINT OF BEGINNING, COUNTY OF WELD, STATE OF COLORADO. D-5 Ditch Purchase and Relocation Agreement EXHIBIT D ,'.,TA/NSPS LAND TITLE SURVEY r o' -.re Nor;t 1Ir of Sactiar 25. �Crrti9`1iF 10't M, F2orge o$ ',Vest State ni Co_crcc+c. D-6 Ditch Purchase and Relocation Agreement EXHIBIT E FRICO EASEMENT EASEMENT AGREEMENT This Easement Agreement ("AGREEMENT") is made and entered into as of the day of , 20 ("EFFECTIVE DATE"), by and between HUNT BROTHERS PROPERTIES, INC., a Colorado Corporation ("GRANTOR") as grantor, and THE FARMERS RESERVOIR AND IRRIGATION COMPANY, a Colorado mutual ditch company ("FRICO"), as Grantee. RECITALS This Agreement is made with respect to the following facts: A. Grantor is the owner of certain real property located in the County of Weld, Colorado, as more particularly described on Exhibit 1 attached and incorporated by this reference ("PROPERTY"). B. In furtherance of Grantor's development of the Property, Grantor and FRICO previously entered into a Ditch Purchase and Relocation Agreement dated as of 20 ("RELOCATION AGREEMENT"), pursuant to which FRICO agreed to the relocation of a portion of FRICO's irrigation ditch and right-of-way known as the Lateral 1 of the Bull Canal ("CANAL") through the Property in the location legally described on Exhibit 2 attached and incorporated by this reference ("EASEMENT AREA"). C. Grantor has relocated, or caused the relocation of, the Canal to the Easement Area by the installation of certain ditch improvements within the Easement Area, (such improvements within the Easement Area and all appurtenances thereto, hereinafter referred to collectively as the "RELOCATED CANAL IMPROVEMENTS"), and FRICO has approved the same. D. As contemplated by the Relocation Agreement, FRICO requires that Grantor grant to FRICO, and Grantor desires to grant to FRICO, the Easement (as defined in Section 1) in, through, over, under and across the Easement Area, subject to the terms and conditions set forth in this Agreement. AGREEMENT NOW, THEREFORE, in consideration of the Recitals set forth above, all of which are fully incorporated and made an integral part of this Agreement, the mutual covenants and agreements contained herein and other valuable consideration, the receipt and sufficiency of which are hereby acknowledged, Grantor and FRICO (each a "PARTY" and collectively, the "PARTIES") agree as follows: 1. Grant of Easement. Grantor hereby grants to FRICO a permanent non-exclusive easement in, through, over, under, and across the Easement Area ("EASEMENT") for the purposes E-1 Ditch Purchase and Relocation Agreement of conveying water flows through the Relocated Canal Improvements within the Easement Area, and for the re -construction, installation, re -installation, operation, maintenance, repair, removal, and replacement of the Relocated Canal Improvements. The Easement also includes FRICO's right of access to and egress from the Easement Area by vehicle over those roadways depicted on Exhibit 3 attached hereto and incorporated by this reference; provided that such access and egress may be subject to reasonable security measures including the use of locked gates (with keys or passcodes, as appropriate, accessible to FRICO upon request) or by manned guard as designated by Grantor. If and to the extent that Grantor elects to relocate the initial vehicular access route set forth on Exhibit 3, Grantor shall provide a comparable alternative route reasonably approved by FRICO for such vehicular access. 2. Grantor's Reserved Rights. (a) Grantor shall have the right to the use and enjoyment of the Easement Area so long as such use is not inconsistent with and does not interfere with the Easement ("GRANTOR'S RESERVED RIGHTS"); provided, however, that Grantor shall not, without FRICO's prior written consent: (i) Dig, excavate, or grade any portion of the Easement Area; (ii) Use any portion of the Easement Area or Relocated Canal Improvements as a stormwater conveyance or stormwater management facility; (iii) Install landscaping other than groundcovers or landscaping that is approved pursuant to subsection (c), below, on any portion of the Easement Area; (iv) Construct any permanent improvements (including pavement), buildings, or structures upon the Easement Area ("GRANTOR IMPROVEMENTS"), including but not limited to FRICO-approved modifications to the Relocated Canal Improvements (such modifications, if permitted by FRICO, shall be included within the definition of the phrase "Relocated Canal Improvements"); or (v) Grant easements, licenses or other interests in the Easement Area to third parties. To the extent Grantor desires to grant any rights to a third party for the installation of infrastructure that passes over, under or through the Easement Area, FRICO will require a separate agreement between FRICO and such third -party establishing the terms and conditions of such installation as relates to the Easement Area, and such agreement shall be subject to FRICO's customary engineering and legal review procedures, including payment of crossing and review fees. (b) FRICO's written consent shall be granted or withheld in FRICO's sole discretion. All proposed Grantor Improvements or landscaping within the easement shall conform to the then -current FRICO design criteria and shall be subject to FRICO's customary engineering and legal review procedures, including payment of fees. (c) FRICO approves those Grantor Improvements and landscaping within the Easement Area that are specified in EXHIBIT 4 attached and incorporated by this E-2 Ditch Purchase and Relocation Agreement reference. Future modifications of said Grantor Improvements and Landscaping are subject to FRICO's written approval, which shall be subject to then -current FRICO design and construction standards and review procedures, including review fees. 3. Subjacent and Lateral Support. Grantor shall not take any action that would impair the lateral or subjacent support for the Relocated Canal Improvements or otherwise create an unsafe condition on or about the Easement Area. 4. Grantor Maintenance Responsibility. (a) Grantor shall, at its sole expense, have the permanent obligation and the financial responsibility to maintain, repair, and when determined appropriate in FRICO's reasonable discretion, replace the Relocated Canal Improvements; provided, however, Grantor shall have no obligation or responsibility to repair any damage to the Relocated Canal Improvements to the extent caused by FRICO or its contractors or agents. (b) FRICO may conduct an annual inspection of the Relocated Canal Improvements using an independent registered engineer retained by FRICO ("ENGINEER"), whose reasonable documented fee shall be paid by Grantor. Such annual inspection shall occur within ten (10) days after water delivery ceases for the applicable calendar year, weather permitting, unless an alternative inspection time is agreed upon in writing by FRICO and Grantor. FRICO may inspect the Relocated Canal Improvements and the Easement Area at any time at FRICO's expense. (c) If the Engineer provides written notice to FRICO and Grantor that the Relocated Canal Improvements are in need of maintenance, repair, or replacement, Grantor shall, at Grantor's sole cost and expense, commence such maintenance, repair or replacement of the Relocated Canal Improvements ("GRANTOR MAINTENANCE") that is reasonably recommended by the Engineer with reasonable specificity in a written notice of opinion at such time as established in the notice by the Engineer, subject to weather and other factors outside of Grantor's control, including reasonable time to bid and procure labor and materials for such Grantor Maintenance. (d) Prior to commencement of Grantor Maintenance that involves heavy equipment or entry into pipelines with personnel or machinery, Grantor shall give not less than 48 hours' notice to FRICO. If FRICO objects to the manner in which the Grantor Maintenance is proposed to be carried out, the Parties will work together in good faith to establish an alternative that is acceptable to FRICO. (e) Grantor Maintenance shall be diligently pursued to completion according to a schedule established by FRICO, which FRICO may, in its sole discretion, coordinate with periods during which water is not anticipated to flow through the Relocated Canal Improvements. 5. FRICO Maintenance Responsibility. FRICO is not obligated to construct, re- construct, install, re -install, operate, maintain, repair, remove, or replace the Relocated Canal Improvements, but may do so in its sole discretion. FRICO is not obligated to construct, re- construct, install, re -install, operate, maintain, repair, remove, or replace the Grantor E-3 Ditch Purchase and Relocation Agreement Improvements, and FRICO's liability with respect to Grantor Improvements may be limited as provided in Section 5(c) and Section 11. (a) Right of FRICO to Perform Work. In the event that Grantor fails to timely perform Grantor Maintenance as provided in Section 4, FRICO shall have the right to perform such work at Grantor's expense. Grantor shall reimburse FRICO for the cost of such work as provided in Section 8. (b) Prior Notice of Work. FRICO shall give Grantor courtesy notice of FRICO's intent to commence work pursuant to Section 5(a). Such notice will be given no later than 72 hours prior to the commencement of work, in accordance with the requirements of Section 13. In the event that emergency work is necessary, FRICO may commence said work immediately, and will give Grantor notice of such work as promptly as reasonably possible. (c) Limitation of Liability. Except in the event of FRICO's gross negligence or willful misconduct, FRICO shall not be liable for any damage to landscaping, Grantor Improvements, or the personal property of Grantor or Grantor agents, licensees, or invitees within the Easement Area which may occur in connection with FRICO's exercise of its rights under this Section 5, and Grantor agrees to indemnify FRICO and hold it harmless with respect to same. 6. Manner of Work. Any construction, re -construction, installation, re -installation, maintenance, repair, removal, or replacement of the Relocated Canal Improvements undertaken by either Party pursuant to Section 4 or Section 5 shall be accomplished and completed in a prompt, good and workmanlike manner, free of all liens (including mechanic's liens) and encumbrances. All such activities shall be undertaken and accomplished in accordance with FRICO design criteria, FRICO schedules, and all applicable laws, rules and regulations, and in a manner and with such safeguards as are reasonably necessary to avoid any personal injury or property damage in connection with such activities. Soils that are excavated from the Easement Area or otherwise disturbed by construction, maintenance, or repair shall be (as appropriate) removed or replaced and properly compacted. 7. Insurance. (a) Both parties and all contractors that either may retain to work in the Easement Area (each party or contractor a "RESPONSIBLE PARTY"), shall maintain the following insurance coverages (or equivalent liability protection) ("REQuiRED INSURANCE") to cover potential liabilities related to their work within the Easement Area: (i) Workers' Compensation Insurance as required by the Labor Code of the State of Colorado and Employer's Liability Insurance. Evidence of qualified self -insured status may be substituted. (ii) Commercial General Liability Insurance with the following minimum limits: (A) Each Occurrence: $1,000,000 E-4 Ditch Purchase and Relocation Agreement (B) Products/Completed Operations Aggregate: $2,000,000 (provided that in the case of a Contract less than $250,000, the minimum limit shall be $1,000,000) (C) Personal and Advertising Injury: $1,000,000 (D) General Aggregate: $2,000,000 Each policy shall include coverage protecting against bodily injury, property damage, and personal injury claims arising from the exposures of (1) premises - operations; (2) products and completed operations including materials designed, furnished and/or modified in any way by the Responsible Party; (3) independent subcontractors; (4) contractual liability risk covering the indemnity obligations set forth in the applicable contract; and, (5) where applicable, liability resulting from explosion, collapse, or underground exposures. (iii) Automobile Liability Insurance with minimum combined single limits for bodily injury and property damage of not less than one million dollars ($1,000,000) for any one occurrence. This insurance will insure against bodily injury and/or property damage arising out of the Responsible Party's operation, maintenance, use, loading or unloading of any auto including owned, non -owned, hired, and employee autos. (iv) Other insurance (or alternative insurance), with varying limits, which from time to time, may be agreed to between the Grantor and FRICO, to provide protection against insurable hazards relating to proposed work within the Easement Area. (b) Required Insurance shall be procured and maintained with insurers that are admitted in the State of Colorado and maintain an A.M. Best Financial Strength Rating of A or higher. All coverages shall be continuously maintained to cover all liability, claims, demands, and other obligations assumed by the Responsible Party. (c) Each Responsible Party shall be required to cause any subcontractor to procure and maintain adequate levels of insurance coverage for Workers' Compensation, Commercial General Liability, Automobile Liability, and other coverages such as may be required of the Responsible Party. (d) The minimum limits set out in Section 7(a), above, shall be reviewed and adjusted upwards, if appropriate, at five-year intervals, such that: (i) the limits are consistent with standard, commercially available insurance policies, and (ii) the value of the insurance is not materially diminished due to inflation since the Effective Date of this Agreement. 8. Payment Terms. All required payments by Grantor to FRICO under this Agreement ("REQUIRED PAYMENTS") shall be made within 30 days of delivery of an invoice to Grantor supported by commercially reasonable documentation, or in the case of court -ordered payments, according to the substantive terms and schedule set out in the court order. Late E-5 Ditch Purchase and Relocation Agreement payments shall be subject to interest at a rate of 10 percent per annum. Grantor's failure to make Required Payment in a timely manner, subject to the Notice and Cure period provided for in Section 10 below, shall be considered a material default and, after such Notice and Cure Period, shall be considered a "LATE REQUIRED PAYMENT". 9. Warranty of Title. Grantor, for itself and its successors and assigns, does covenant, grant, bargain, and agree to and with FRICO, its successors and assigns, that at the time of the execution of this Agreement, Grantor is well seized of the Easement Area, has good and marketable title, and has good right, full power and lawful authority to grant, bargain, sell, and convey the Easement described in this Agreement. 10. Default; Remedies. In the event of default in the performance of any of the obligations or breach of any of the representations set forth herein which the defaulting Party does not cure within 30 days after written notice of such default from the non -defaulting Party (or in the case of a default that would reasonably take more than 30 days to cure, if the defaulting Party shall fail to undertake substantial action to cure such default within such 30 days after written notice of default) (collectively, "NOTICE AND CURE PERIOD"), the non -defaulting Party shall have all remedies that may be available to it in law or equity. The Notice and Cure Period does not apply to Grantor defaults that interfere with or imminently threaten to interfere with the flow of water in the Relocated Canal Improvements, and such defaults shall immediately be subject to all remedies that may be available to FRICO in law or equity, including preliminary and permanent injunction without the necessity of bond. 11. Assumption of Risk and Release Of Claims. Grantor and Grantor's Responsible Parties shall enter onto property owned or controlled by FRICO at their own risk and they further ASSUME ALL RISKS related to the same. Furthermore, Grantor and Grantor's Responsible Parties ASSUME ALL RISKS of the inherently dangerous activity of performing construction or maintenance work on, over, or around the Relocated Canal Improvements. Except for instances of gross negligence or willful misconduct of FRICO or its employees, agents or contractors, in no event shall FRICO or its directors, officers, employees, agents, stockholders, successors or assigns be liable for any damages that may occur to people (including loss of life), equipment, materials, or any other interests of Grantor arising from Grantor Maintenance or from the use, operation, maintenance, expansion, modification, or failure of the Relocated Canal Improvements, including but not limited to: (i) flows within the Relocated Canal Improvements at any time, whether normal or extraordinary; (ii) FRICO's refusal to reduce or stop the flow of water through the Relocated Canal Improvements for any or no reason; (iii) floods, flows, or ponding due to storms or any other water discharged into the Relocated Canal Improvements; (iv) failure or collapse of the Relocated Canal Improvements or any equipment used to restrict water flow in the Relocated Canal Improvements for any reason (e.g., failure of materials, pressure from expansive soils, or Grantor's failure to adequately maintain the improvements); or (v) unintended breaches of the Relocated Canal Improvements (e.g., due to extraordinary flood events, earthquake, accident, act of terrorism, etc.). 12. Assignment. FRICO shall have the right to assign this Agreement, or any portion of its rights and/or obligations hereunder, to any other person or entity; provided, however, that FRICO shall give prompt written notice of any such assignment to Grantor and that FRICO's assignee assumes all obligations of FRICO pursuant to this Agreement in writing, E-6 Ditch Purchase and Relocation Agreement with a copy of same provided to Grantor; provided further, however, any failure of FRICO to give such notice shall not affect in any manner the validity and enforceability of such assignment. Grantor shall not have the right to assign this Agreement without FRICO's prior consent, which may be granted or withheld in FRICO's sole discretion, provided, however that Grantor's rights and obligations with respect to this Agreement shall run with and burden the Property and Grantor's successors in title to the Property without FRICO's consent. 13. Notice. All notices, demands, requests or other communications to be sent by one Party to the other hereunder or required by law shall be in writing and shall be deemed to have been validly given or served by delivery of same in person to the applicable address, or by courier delivery via nationally recognized overnight air courier service, or by depositing same in the United States mail, registered or certified mail, postage prepaid, or by facsimile or e-mail transmission, addressed as follows: To Grantor: With a Copy to: To FRICO: With a Copy to: And a Copy to: Hunt Brothers Properties, Inc. 10100 Dallas Street Henderson, CO 80640 Attention: E-mail: The Farmers Reservoir and Irrigation Co. 80 South 27t'' Avenue Brighton, CO 80601 Attn: Scott Edgar, General Manager E-mail: scot t(cr.farmersres.com Fax: (303) 659-6077 Fairfield and Woods, P.C. 1801 California Street, Suite 2600 Denver, Colorado 80202 Attn: Joseph Dischinger, Esq. E-mail: jdischinger(c?fwlaw.corn Fax: (303) 830-2400 Ecological Resource Consultants, Inc. 35715 Highway 40, Ste. D204 Evergreen, CO 80439 Attn: Troy Thompson E-mail: troy(u erccolorado.net All notices, demands, requests or other communications shall be effective upon such personal delivery, email delivery or facsimile delivery, if such delivery occurs prior to 5:00 p.m. mountain time; otherwise such delivery shall be effective on the next business day; one business day after E-7 Ditch Purchase and Relocation Agreement being deposited with nationally recognized overnight air courier service; or three business days after deposit in the United States mail. By giving the other party hereto at least three calendar days written notice thereof in accordance with the provisions hereof, each of the Parties shall have the right from time to time to change its address, e-mail and facsimile information for notice purposes. 14. 'DELETED -1. 15. Binding Effect. This Agreement shall inure to the benefit of and be binding upon the Parties and their respective successors and assigns. This Agreement shall be recorded in the real property records of the County of Weld, Colorado and upon and after such recordation shall burden and run with title to the Property. Each person or entity acquiring title to all or any portion of the Property accepts such title subject to all obligations of Grantor hereunder, jointly and severally, including, without limitation, the maintenance and financial obligations set out in Section 4 and the assumption of risk and release of claims set out in Section 11 of this Agreement. 16. No Joint Venture or Partnership. Nothing contained in this Agreement shall be construed as creating a partnership or joint venture between the Parties, or their respective successors and assigns, and any implication to the contrary is hereby expressly disavowed. It is understood and agreed that this Agreement does not provide for the joint exercise by the Parties of any activity, function or service, nor does it create a joint enterprise, nor does it constitute any Party as an agent of any other Party for any purpose whatsoever. 17. No Third Party Beneficiaries. It is mutually agreed that enforcement of the terms and conditions of this Agreement shall be strictly reserved to the Parties hereto, their successors and permitted assigns, and nothing contained in this Agreement shall give or allow any claim or right of action under this Agreement by any other or third person. 18. Amendments. No modification, waiver or amendment of any of the terms or conditions of this Agreement shall be binding upon a Party unless in writing and signed by such Party. 19. Severability. No provision of this Agreement shall be deemed unenforceable if it is subject to an interpretation that would render it enforceable. If a court of competent jurisdiction finds that any provision of this Agreement is unenforceable, in whole or in part, (a) such a finding will not disturb the validity and enforceability of the remaining provisions of this Agreement, and (b) the court shall have the authority to modify this Agreement in order to render it enforceable and to effect the original intent of the Parties to the fullest extent permitted by law. 20. Entire Agreement. This Agreement contains the entire agreement of the Parties hereto with respect to the subject matter hereof and no prior written or oral agreement shall have any force or effect or be binding upon the Parties hereto. 21. Attorneys' Fees. In the event of any controversy, claim, or dispute between the Parties relating to the subject matter or performance of this Agreement, the prevailing Party shall E-8 Ditch Purchase and Relocation Agreement be entitled to recover from the non -prevailing Party all of its reasonable expenses, including reasonable attorneys' fees. 22. Section Headings. Section, subsection, paragraph, and subparagraph titles or captions contained in this Agreement are inserted only as a matter of convenience and for reference. Such titles and captions in no way define, limit, extend or describe the scope of this Agreement nor the intent of any provision hereof. 23. Counterparts. This Agreement may be executed in one or more counterparts, each of which shall constitute an original, and all of which together shall constitute one and the same agreement. 24. Governing Law. The terms, covenants and provisions hereof shall be governed by and construed under the applicable laws of the State of Colorado. IN WITNESS WHEREOF, the Parties have executed this Agreement as of the day and year first above written. E-9 Ditch Purchase and Relocation Agreement Grantor: HUNT BROTHERS PROPERTIES, INC. a Colorado corporation. By: STATE OF COUNTY OF ) ss. ) The foregoing instrument was acknowledged before me this day of , 20 , by as of Hunt Brothers Properties, Inc, a Colorado corporation. Witness my hand and notarial seal. My commission expires Notary Public E-10 Ditch Purchase and Relocation Agreement Grantee: THE FARMERS RESERVOIR AND IRRIGATION COMPANY, a Colorado mutual ditch company By: Scott Edgar, General Manager ATTEST: Heidi Garner, Corporate Secretary STATE OF COLORADO ) )ss. COUNTY OF ADAMS ) The foregoing instrument was acknowledged before me this day of , 20, by Scott Edgar as General Manager and Heidi Garner as Corporate Secretary of The Farmers Reservoir and Irrigation Company, a Colorado mutual ditch company. Witness my hand and notarial seal. My commission expires Notary Public E-1 1 Ditch Purchase and Relocation Agreement EXHIBIT 1 ALTAINPS LAND TITLE SURVEY Port of the Not 1/2 of Sectjon 25, Township a North, Range 68 West of the Eith P.M., County cf Weld, Mote of Colorado. PROPERTY DESCRIPTION: AS DESCRIBED IN LAND VILE GLJARANTEE COMPANY'S TITLE COMMITMENT DATED OCTOBER 17, 2016, ORDER NO. FC25140236-5: FHE N 1/2 OF THE NE 1/4 AND THE N 1/2 OF THE S 1/2 OF THE NE 1/4 OF SECTION 25; AND ALL THAT PART OF TI -IF F 1/2 OF THE NW 1/4 CF SECTION 25, LYING EAST OF 1 HE RIGHT OF WAY OF THE UNION PACIFIC RAILROAD COMPANY AND SOUTH OF THE RIGHT OF WAY OF THE BULL CANAL; ALL IN TOWNSHIP 1 NORTH, RANGE 68 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO. EXCEPTING THEREFROM A STRIP OF LAND AS CONVEYED TO THE FARMERS RESERVOIR AND IRRIGATION COMPANY BY DEED RECORDED IN BOOK 406, PAGE 293, WELD COUNTY RECORDS, COUNTY OF WELD, STATE OF COLORADO. ALSO EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: A PORTION OF A PARCEL OF LAND RECORDED AT RECEPTION NO. 2833396, WELD COUNTY PUBLIC RECORDS, LOCATED IN THE NE1/4 OF SECTION 25, TOWNSHIP 1 NORTH, RANGE 68 WEST Or THE 6TH P. M., COUNTY OF WELD, STATE OF COLORADO. MORE PARTICULARLY DESCRIBED AS FOLLOWS BASIS OF BEARINGS: BEARINGS ARE BASED ON THE ASSUMPTION THAT THE EAST LINE OF SAID NE1/4 OF SECTION 25 BEARS NORTH OO DEGREES 25 MINUTES 24 SECONDS WEST AND MONUMENTED AS FOLLOWS: THE EAST QUARTER CORNER OF WHICH BEING A 3.25" ALUM. CAP, L.S. 27269, THE NORTHEAST OF WHICH IS BEING A 2.5' ALUM. CAP, I .5. 24305 COMMENCING AT SAID ;AST QUARTER CORNER OF SECTION 25; THENCE NORTH 00 DECREES 25 MINUTES 2.4 SECONDS WEST ALONG SAID EAST LINE OF TIHEALTA COMMITMENT NE1/4 OF SECTION 25 A DISTANCE OF 1017.12 EFET, THENCE SOUTH 59 DEGREES 34 MINUTES 36 SECONDS WEST A DISTANCE OF 30.00 FEET TO A PO1N T ON THE WESTERLY RIGHT -OF WAY LINE OF WELD COUNTY ROAD 1.3 AND THE POINT OF BEGINNING; THENCE ALONG THE ARC OF A CURVE TO THE LEFT WHOSE CHORD BEARS NORTH O1 DEGREES 19 MINUTES 58 SECONDS WEST A DISTANCE OF 93.01 FEET, HAVING A RADIUS OF 2930.00 FEET, A CENTRAL ANGI F OF 01 DEGREES 49 MINUTES O8 SECONDS AND AN ARC LENGTH OF 93.01 FEET; THENCE NORTH O2 DEGREES 14 MINUTES 32 SECONDS WEST A DISTANCE OF 1165.05 FEET; THENCE ALONG THE ARC OF A TANGENT CURVE 7O THE RIGHT WHOSE CHORD BEARS NORTH O1 DEGREES 19 MINUTES 55 SECONDS WEST A DISTANCE OF 97.45 FEET, HAVING A RADIUS OF 3070.00 FEET, A CENTRAL ANGLE OF 01 DECREES 49 MINUTES 08 SECONDS AND AN ARC LENGTH OF 97.46 FEET TO A POINT 40 FEET WESTERLY AND PERPENDICULAR TO SAID WESTERLY RIGHT -OF --WAY LINE OF WELD COUNTY ROAD 13; THENCE NORTH DO DECREES 25 MINUTES 24 SECONDS WEST ALONG A LINE LYING 40 FEET WESTERLY AND RUNNING PARALLEL TO SAID WESTERLY RIGHT-OF-WAY LINE A DISTANCE OF 254,11 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF WELD COUNTY ROAD G; THENCE NORTH 89 DEGREES 44 MINUTES 41 SECONDS EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE A DISTANCE OF 40.00 FEET TO A POINT ON SAID WESTERLY RIGHT OF WAY LINE OF WELD COUNTY WAD 13; THENCE SOUTH 00 ❑f_GREES 25 MINUTES 24 SECONDS EAST ALONG SAID WESTERLY RIGHT-OF-WAY LINE A DISTANCE OF 1608.89 FEE] TO THE POINT OF BEGINNING, COUNTY OF WELD, STATE OF COLORADO. E-12 Ditch Purchase and Relocation Agreement EXHIBIT 1 E-13 Ditch Purchase and Relocation Agreement EXHIBIT 2 A PARCEL OF LAND LOCATED IN THE NORTH 1/2 OF SECTION 25, TOWNSHIP 1 NORTH, RANGE 68 WEST OF THE 6TH P,I,V., COUNTY OF WELD, S'Ai E OF COLORADO, DESCRIBED AS FOLLOWS: CDN5IL1LhONG I HE NUN I H ONE- Or I HE NUR I HrAsi .14 OF SAIL) SEOIIUN 2n 10 EAAN SOUTH 59'40'37" WEST, AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO; COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF SAID SECTION 25, [HENCE SOUTH 44'38'31" WEST, A 'DISTANCE OF f86D.S6 FEET TO THE EAST RIGHT—OF—WAY LINE CF THE LAST BRANCH OF THE E3ULL CANAL, AS CESCRIBED IN DEED RECORDED DECEMBER 1 1 , 19'4 AS RECEPTION NO. 208153 IN THE RECORDS OF THE CLERK AND RECORDER FOR WELD COUNTY, COLORADO AND THE TRUE POINT OF BEGINNING AND THE BEGINNING CF A CURVE, CONCAVE TO THE EAST, HAVING A RADIUS OF 60.00 FEET AND A CENTRAL ANGLE OF 94'10'26", WHOSE CHORD BEARS SOUTH 20'33'29" EAST, A DISTANCE OF 87.89 FEET, THENCE SOUTHERLY AND SOUTHEASTERLY ALONG THE ARC CF SAID CURVE. A DISTANCE OF 98.62 FEET TO A POINT LYING 24.00 FEET NORTH CF THE CF NTERLINF. OF THE BULL CANAL LATERAL NO. I AS DESCRIBE rN SAID DEED; THENCE PARALLEL WITH AND 24,00 FEET NORTHERLY FROM SAID CENTERLINE THE FOLLOWING FIVE (5) COURSES AND DdSTANCFS: 1) THENCE SOUTH 7738'41" EAST, A DISTANCE OF 45.85 FEET; 2 THE HECINNING CE A CURVE, CONCAVE TO THE NORTH, HAVING A RADIUS OF 255.33 FEET AND A CENTRAL ANGLE OF 21'32'33", WHOSE CHORD BEARS SOUTH 81'18'43" EAST, A DISTNCE OF 95-61 FEET; THENCE EASTERLY ALONG THE ARC OF SAID CURVE. A DISTANCE OF 96.35 FEET; 3) THENCE NORTH 89'55'09" LAST, A DISTANCE OF 325.88 FEE-; 4) THE AEDINNING CU n CI.IRVE, rnµCA.VF. TO THE SOUTH'u4UING a RADIUS OF 766 30 FEET AND A CENTRAL ANGLE OF 06'1T'11", WHOSE CHORD DEARS SOUTH 5554'51" EAST, A DISTANCE OF 54.86 FEET; THENCE EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE DF 84.90 FEET; I.5 THENCE SOUTH 00'56'13" EAST, A DISTANCE OF 223.12 FEET; THENCE SOUTH 09'63'41" EST, A DISTANCE OF 41.00 FEET TO A POINT LYING 17.00 FEET SOUTH OF THE CENTERLINE OF SAID BULL CANAL LATERAL NO. I; THENCE PARALLEL WITH AND 17 00 FEET SOUTHERLY FROM SAID CENTERLINE THE FOLLOWING FIVE (5) COURSES AND DISTANCES: I THENCE NORTH 80'55'13" WEST, A DISTANCE OF 222.44 FEET; 2 THE BEGINNING OF A CURVE, CONCAVE TO THE SOUTH. HAVING A RADIUS OF 745.30 ELL; AND A CENTRAL ANGLE OF 06'LG17'23", WHOSE CHORD BARS NORTH OT'5D'3i" WEST, A DISTANCE OF 79.39 FEET; THENCE WESTERLY ALONG THE ARC OF SAID CURVE. A DISTANCE OF 79.43 FEET; 3) THENCE SOUTH 59'55'09" WEST, A DISTANCE OF 324.81 FEET; 4 THE BEGINNING OF A CURVE, CONCAVE TD THE NORTH, HAVING A RADIUS OF 297_33 F ET AND A CENTRAL ANGLE OF 21'19'13", WHOSE CHORD HEARS NORTH 81'16'48" WEST, A DISTANCE OF 110.00 FEET, THENCE WESTERLY ALONG THE ARC CH SAID CURVE, A DISTANCE OF 110.64 FEET; 5) THENCE NORTH 71'38'41" WEST, A DISTANCE OF 146.31 FEET TO THE EAST RIGHT-OF-WAY LINE 6F SAID EAST BRANCH OF THE BULL CANAL AND THE BEGINNING OF A CURVE, CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 171.23 FEET AND A CENTRAL ANGLE OF 33'13'08", WHOSE WITHEARS NORTH 40'3!'25" EAST, A DISTANCE Or 9/.89 rEEi; !HENCE NONiHEKLi COINCIDENT SAID EAST RIGHT-OF-WAY LINE AND ALONG THE ARC CF SAID CURVE, A DISTANCE OF 99.28 FEET TO THE BEGINNING OF A COMPOUND CURVE, CONCAVE TO THE NORTHWEST, HAVING A RADIUS Cr 610.56 FEET AND A CENTRAL ANGLE OF 01'23'08", WubSE CHORD SEARS NORTH 23'13'15" EAST, A DISTANCE OF 1477 FEET; THENCE NORTHERLY COINCIDENT WITH SAID EAST RIGHT-OF-WAY LINE AND ALONG THE ARC OE SAID CURVE, A DISTANCE OF 14.77 FEET TO THE TRUE POINT OF BEGINNING. SAID PARCEL CONTAINS 35,617 SOUARE FEET OR 0.841 ACRES, MORE OR LESS. 7-' NOTE? THIS DRAWING IS MEANT TO DEPICT THE ATTACHED DESCRIPTION AND IS FOR INFORMATIONAL PURPOSES ONLY. IT DOES NOT REPRESENT A MONUMENTED LAND SURVEY. NOTE: THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH EY AMERICAN WEST LAND SURVEYING CO. TO DETERMINE OWNERSHIP. RIGHTS -OF -WAY OR EASEMENTS OF RECORD. LEGEND: ,u.I000T moN,.JMENr, ns NOTED. DRAWN BY: CDH FIELD: CDH PARCEL NO. 146725100,004 IL.,NT [?!TOT;;[:C P000ERT;EO, JAN, 3, 71118 PAGE 1 OF 7 nd Surveying , A PO Box 120, Brlgl-,ton, CO 00501 P 303-e59-1532 F 303-655-0575 "` AMWESTL,S.COM E-14 Ditch Purchase and Relocation Agreement EXHIBIT 2 r1� C6 INE COR. NE 1/4, SEC. 25, NW COR. NE 1/4, SEC. 25, iT 1 N, R 68 W, FOUND 3/4" T 1 N, R 68 W, FOUND 3/4' ! REBAR WITH 2 1/2" ALUMINUM IP REQAR WITH 2" ALUMINUM CAP,. -CAP, PLS 24365 IN MONUMENT PLS 25937 IN MONUMENT BOX, ,Box. lip S89'40'37"W 26.35.03' (©ASIS OF BEARINGS) TRUE POINT ! O1= BEGINNING; n 2C0 GRAPHIC SCALE 1--200' 04 60' RIGHT-OF-WAY FOR THE EAST BRANCH OF THE EULL CANAL (R EC. NO. 2081 53) 36,617 S.F.+/ LO.841 LANE SEARING D,STANCE L1 571'38'41"E 48 65' L.2 - N89'55'09"E 325.88 L3 SBa'56'13'E 22.3-12' 41,60' 222.44' 324.81' 146.31' L4 L5 L0 L7 S09'03'4!"W N80"56`13"W 3"W 589'55'09"w N71'3$'41 'W 1 aoo L 03 40 RIGHT -OF--WAY FOR fHL A DULL CANAL LATERAL. NC. 1 (REC NC) 208103) LINE RADIUS ARC DELTA CHORD BEARING CHORD , Cl 256.33' 96.38' 21'32'33" 581'18'43"L 95.81' ' 02 786.30' _ 84.90' 06`11'11" 585'54'51"F 84.86' C3 C4 745-30' 79.43' 98`06'23" N88'55'31 "W 79 39' 207-33' 110,64' 21'19'13 , hi81' E6'48"W 110.00' C5 . 171_23' 99.28' 33'1.3'.08." N40'31'28"E 97.89' 05 614.56' 14.77' 01'23'08" N23'1.3'18'E 14.77' Os eo.00 5]A 5,' RA', (}'7C." s..).,•-, 29"F R7 ROB NOTE: TFF-S DRAWING IS MEANT 3O DEPICT THE Al IACHEU DESCRIPTION AND IS FOR INFORMATIONAL PI IRROSF5 ONLY. IT DOES NOT REPRESENT A MONLSMEN-1ED LAND SURVEY, NOTE. THIS SUF2VEY DOES NOT CONSTITUTE A TITi_F SEARCH BY AMERICAN WEST LAND SURVEYING CO. TO OETEHMINE OWNERSHIP, RIC ITS -OF -WAY OR EASEMENTS OF RECORD LEGEND: +: ALIQUOT MLIN'LNENT, AS NOTED. DRAWN 9Y: CDLL FIELD: CON PARCEL NO. 146725100004 t'OI:T 4ROTIIET3 PROITRIiLS, INC. JAN. .3, 2018 PAGE 2 OF 2 ldSurveying Co, PQ Box 129. BrIphton, CO 80601 * P 303-659-1532 F 303-655-0575 * AMWESTL.S-COM • E-15 Ditch Purchase and Relocation Agreement EXHIBIT 3 E-16 Ditch Purchase and Relocation Agreement EXHIBIT F TEMPORARY ACCESS AND CONSTRUCTION PERMIT (This Agreement will include an attachment that is the form of the Temporary Access and Construction Permit that is required in order to access FRICO property for construction purposes) F-1 Ditch Purchase and Relocation Agreement FARMERS RESERVOIR AND IRRIGATION COMPANY Aar. Brirhtnn,C O AuGni I (iur)C•)1!1(j Project Owner: Address: City, State ZIP: Telephone_ Email: Engineer: Address: City, state Zip! Telephone: Emell• CONTACT: 48 )soul (11'i{ri eouiiner :viiient of egriistruction Permit No.: Issue Date: Start Date f Time: End Date / Time: Security: Bond_ TEMPORARY ACCESS AND CONSTRUCTION PERMIT 5 Contractor: Address: City, State ZIP: Telephone: Email! Access to the FRICO Right -of -Way is limited to the locations set out in the attached EXHIBIT A, Authorized Activities (check all applicable boxes and attach approved plans as EXHIBIT B). Installation of Pipeline or Construction of Ditch improvements: Purpose: ❑ Liquid Petrochemicals ❑ Natural Gas ❑ Water ❑ Domestic Wastewater ❑ Industrial Wastewater ❑ Stormwater ❑ Concrete Lirringof Oltch ❑ Box Culvert ❑ Other [specify) Installation of Lines, Cables, Wires: Type: ❑ communications/ Data Location: n Above Ground ❑ Electric Power ❑ Below Ground Construction, Modification, or Maintenance of Transportation Infrastructure: Type: ❑ Sidewalk. Pathway, Trail Ownership: ❑ Public Other (specify): ❑ Road or Driveway E Private We require continuous access through this location during the project. ❑ Bridge Estimated Travel Time of Water from Point of Diversion to Site of Authorized Activities ("Travel Time"): NIA hours Temporary Access and Construction Perris it rage l efS v, 6.9.11 F-2 Ditch Purchase and Relocation Agreement FARMERS RESERVOIR AND IRRIGATION COMPANY &o S..17' Ave. I trightun, CO srt of I (P3)059-7373 CONTACT: n 48 hours prior coin inencrutent of Ctn►:tt'uction TEMPORARY ACCESS AND CONSTRUCTION PERMIT SCOPE OF PERMIT: Project Owner, Engineer, and Contractor (collectively, "Permittee"l shall have the right to access the FRICO Property/ Right -of - Way ("Right -of -Way") as provided herein for the Authorized Activities (construction, maintenance, or other activities authorized by this Permit] Use of the Right -of -Way shall include such use as is reasonably necessary to accomplish the purposes of this Permit, which may include but shall not be limited to surveying, inspection, soil testing. overswing, and temporary storage of construction materials- Use of the Right -of -Way is subject to the Standard Temporary Access and Construction Permit Conditions attached hereto as ExHieir C, and may be subject to additional terms and conditions which are set out in separate license or easement agreements. DEPOSIT FOR FIELD INSPECTIONS. FRICO may require a deposit to cover the cost of field inspections by FRICO's engineer during and upon completion of construction. Upon completion of construction and verification by FRICO's engineer that the improvements are consistent with approved plans. FRICO will release the balance of the deposit, if any, to Permittee. If the deposited funds are insufficient to cover the cost of inspections. Permittee agrees to reimburse FRICO for the amount of any shortfall within 3O days of the date of an invoice iron FRICC SECURITY Deposit. At least 2Odays prier to start of construction. Permittee shall provide security in a form acceptable to F RICO for those Authorized Activities which FRICO, in FRICO's sale discretion, determines are necessary for the protection and preservation of FRICO'c facilities and the FRICO Right -of -Way. The amount of the security shall be L5 times the estimated cost of construction, plus an additional 55.904 to ensure performance with the provision entitled FRICO ACCESS TO RIGHT-OF-WAY. Security shall be in a form acceptable to FRICO, and may include. in FRICO's sole discretion, a performance bond. an irrevocable standby letter of credit, or escrow funds. subject to such terms and conditions as may be approved by FRICO in FRICO's sole discretion The security may be used by FRICO to complete the project in the event of default by the Permittee. to restore the FRICO Right•of•Way or other FRICO facilities to their original condition. to repair erosion control structures, and to pay liquidated damages as provided herein. In no event shall the security required by this Section be less than $19,049. All funds will be reimbursed to the Permittee upon acceptance ofthe certificate of completion hyFRICO DISCLAIMER: This Permit is a temporary license from FRICO to Permittee for access to FRICO's Right -of -Way for the purposes set out herein_ Other permits may be required from governmental agencies. Permittee is solely responsible for its compliance with applicable laws and regulations, Acceptance of Terms and Conditions by Permittee: Permit Authorized By: Authorized Representative of Date Project Oivner Authorized Representative of Contractor Data Authorized Representative of Engineer Date Temporary Access and Construction Permit Authorized Representative of FRICO Date Page a of a v. 5'9.17 F-3 Ditch Purchase and Relocation Agreement EXHIBIT "A" LOCATION OF AUTHORIZED ACTIVITIES Legal Description or Map Depiction of Right of Way and Depiction of Easement Township Range Section in Canal Temporary A:cess and Construction Permit County, Colorado EXHIBIT "A" v. 8.4.17 F-4 Ditch Purchase and Relocation Agreement EXHIBIT'S' APPROVED PLANS Temporary Access a nd Ce nstru;tic n Permit EXHIBIT 'B" v. 8.9.17 F-5 Ditch Purchase and Relocation Agreement EXHIBIT "C": STANDARD ACCESS AND CONSTRUCTION PERMIT CONDITIONS GENERAL LIMITATIONS. FRICO has the right to access any and all parts of the Right -of -Way at any time for any reason. The primary use of the Canal and Right -of -Way shall be and will remain the delivery of water to FRICO's stockholders and customers. No use or structures are permitted within the Right -of - Way that will unreasonably interfere with the delivery of water. If Permittee is authorized to utilize equipment in the Canal bed, Permittee shall remove its equipment from the Canal bed at the conclusion of each working day. FRICO SHALL NOT AT ANY TIME BE OBLIGATED TO MODIFY, STOP, OR REDUCE THE FLOW OR QUALITY OF WATER IN THE CANAL OR IN ANY OTHER WAY TO MODIFY ITS OPERATIONS FOR THE BENEFIT OF THE PERMITTEE, EXCEPT PURSUANT TO A FULLY EXECUTED CANAL USE REDUCTION FORM. NOTICE PRIOR TO COMMENCEMENT OF CONSTRUCTION; DILIGENT COMPLETION OF IMPROVEMENTS. Permittee shall provide FRICO with no less than 48 hours' notice prior to the commencement of construction or installation of structures or improvements that are authorized by this Permit ["Permitted Improvements% or the commencement of maintenance activities that are authorized by this Permit (hereinafter, "Permitted Improvements" and Authorized Activities are collectively referred to as "Permitted Activities"). FRICO shall retain the right to inspect the Right -of -Way before, during, and after Permitted Activities. The frequency, times and dates of inspections shall be determined by RICO, in its sole discretion. If Permittee fails to provide the required notice or access, Permittee agrees that, in FRIC0's sole discretion: [I) Permittee will promptly uncover buried improvements or provide another means of inspection acceptable to FRICO at Permittee s expense; or no Permittee will immediately ply to FRICO, as liquidated damages and not as a penalty, $5,000 per Permitted Improvement that FRICO determines cannot reasonably be inspected (for pipelines, each individual pipeline is a Permitted Improvement). If FRICO determines that the Permitted Activities are being carried out in a manner that is not consistent with the approved plans, then FRICO may, at FRICO`s sole discretion: tit require suspension of Permitted Activities until such time as Permirees deviations from the approved plans are corrected and the corrections are inspected and approved by FRILO, [ii) revoke this Permit and exclude Perrnittee from the Right -of -Way; or Iiii) enter upon the Right -of -Way and provide for the completion. removal, or abandonment of the Tim pen r, Amens and Construction Permit Permitted Improvements and restoration of the Right -of -Way at Permittee's expense, In the Event that this license expires prior to completion of the Authorized Activities, FRICO may, in its sole discretion, (Ij exclude Permittee from the Right -of -Way; (iii enter upon the Right -of -Way and provide for the completion, removal, or abandonment of the Permitted Improvements and restoration of the Right -of - Way at Permittee's expense; or Iiii) collect from Permittee (or from Permittee's surety) $25,060 per day as liquidated damages and not as a penalty, for each day past the expiration of the Permit that the Permittee fails to complete the Permitted Activities. All Permittees shall be jointly and severally liable far all charges, expenses, damages, or liquidated damages that become payable by Perrnittee under this Permit. FRICO's ACCESS TO RIGHT-OF-WAY. FRICO has the right to access the Right -of -Way at any time and for any reason. If Permittee restricts or otherwise blocks FRICO's access to any part of FRICO's Right -of -Way, FRICO shall receive, an liquidated damages, $1,060 per occurrence. FRICO and Permittee acknowledge and agree: (1) it would be extremely difficult to accurately determine the amount of damages suffered by FRICO as a result of Permittee blocking or restricting FRICO's access to FRICO's Right -of - Way; (2) $1,006 per occurrence constitutes a fair and reasonable amount to be received by FRlCO as liquidated damages; IR) receipt by FR100 of liquidated damages shall riot constitute a penalty or forfeiture; and (4) the liquidated damages relate only to restrictions of FRICO access that do not result in damages to the Canal or that prevent FRICO from preventing damages to the Canal such damages to be subject to the section of this Exhibit entitled "DAMAGE TO CANAL OR RIGHT-OF-WAY" USE OF CANAL FOR CONVEYANCE OF WATER DURING PERMIT TERM. Permittee is en notice that water could be transferred through the Canal for a variety of reasons at any time during tine Permit term. Generally, if FRICO uses the Canal during the permit term for the delivery or movement of water, FRICO will notify Permittee by telephonic or email at least four (4) hours or the Travel Time specified on page 1 of this Permit (whichever period as shorter) before that water is expectedto reach the location of the Authorized Activities. Notice shall be deemed given upon the first of: (1) transmission of the first email or text message; (21 the first personal contact via telephone between a representative of FRICO and any Permittee. Permittee shall remove its equipment from the Canal bed [if Perrnittee is EXHIBIT 'C' F-6 authorized to have equipment in the Canal bed), and shall ensure that the Canal is in suitable condition for conveying water before the water reaches the location of the Authorized Activities, FRICO shall have no liability for failure to notify Permittee, nor shall FRICO be obligated in any way to notify Permittee about stormwater flows or flooding which may occur due to either natural causes or failure of FRICO facilities. "AS -BUILT" DRAWINGS OF PERMITTED IMPROVEMENTS. Permittee will submit "as - built" drawings of the Permitted Improvements in an electronic format approved by FRICO within Sd days after their completion. if submittal is untimely, FRICO may cause the drawings to be completed at the Permittee's expense. DAMAGE TO CANAL OR RIGHT-OF-WAY. Except as specifically allowed by this Permit, all portions of the Right -of -Way that are disturbed by Authorized Activities shall be restored to the same or better condition than before the Authorized Activities commenced, In the event that Permittee or its employees. agents, contractors, subcontractors, assigns, lessees, licensees and agents (collectively with Permittee, "Permittee's Responsible Parties") damage the canal, its embankments, or any other part of or improvement within the Right - of -Way lets, fences, roads, reservoirs, or any other structures): )ij Permittee shall promptly repair such damage to FRICO's satisfaction, at no cost to FRICO; and [ii) Permittee shall be able for any additional damages that arise therefrom. PERMITTEE ACKNOWLEDGES THAT DAMAGES MAY INCLUDE DIRECT, INCIDENTAL AND CONSEQUENTIAL DAMAGES, LITIGATION COSTS, AND ATTORNEYS' FEES. Damages that may result from FRICO's inability to deliver water to its stockholders and others who are entitled to water through FRICO'sfacilities at a time when water is legally and physically available may include, but are not limited to, the cost of acquiring and delivering a similar quantity and quality of water if available, and last profits due to, for example, {ij damage to or loss of crops if replacement water cannot be timely delivered; and ill) productivity losses at oil and gas wells_ FRICO will take commercially reasonable steps to mitigate damages, but cannot guarantee their effectiveness, Mitigation measures will be taken at the Permittee's expense. BEST MANAGEMENT PRACTICES. Permittee shall ensure that Permittee's Responsible Parties maintain a clean work site and that appropriate best management practices are in place and maintained during and after construction to prevent erosion, v. 8.9.11 Ditch Purchase and Relocation Agreement sedimentation, and / or pollution of the canal. Permittee shall not install or authorize the installation of any structure or improvement that would result in the diversion of any surface flows into the canal from any area undergoing development_ Permittee's Responsible Parties shall not dispose of any waste materials within the Right -of -Way_ HAZARDOUS MATERIAL RELEASES, If Permittee's Responsible Parties use, store, dump, spill, release, or deposit Hazardous Materials' within the Right -of -Way; or it the Permitted Improvements release or cause the release of Hazardous Materials into the Right - of -Way for any reason, then Permittee shell clean, rerriediate, cure, repair and correct any and all related damage, in compliance with all applicable laws, regulations or orders ("Remedial Work"). All Remedial Work shall be performed by contractors under the supervision of a consulting engineer, both of which shall be approved in advance by FRICO. All costs and expenses of Remedial Work (Including without limitation the reasonable fees and expenses of FRICO's counsel, and costs and expenses incurred in connection with monitoring or review of the Remedial Work) shall he paid by Permittee. If Permittee shall fail to timely commence or tail to diligently complete Remedial Wnrk, FRIr'r, may rause the Remedial Work to be performed at Permittee's expense (including without limitation the reasonable fees and expenses of FRICo's counsel). "Haral-dix Materials" imam. airy h1vnrdous, ex pinc!ye, radioactive. ur insir cuhstanr e. mat ii or woos which Is or heroines regulated by cry In€ al gcrvurnnra it authority. the Slate of Colo' ii do. or the united states L.overnment including, hut not limited to, any material or substance that is: (I) defined as a --hazardous substance,•• "hazardous material," "toxic substance," -pollutant.' "ira:.vrinoa z aM1lr," ,rul.,l rd nuh, Ln ru r," u "solid waste'v in any federal, state or local law, tier ire, rule, rcpulat inn eSr n rain rare rain rip, re, health. ind urtrial hygione or the 0 iircnm enrol nr ernln"iral corn -Minim on, under cr almrn the Right of Way, PE Tiny he nmondad from rime to time, lire hidiir but not limited to 4111.5.5. 4 96{u, PI seq, ("l r RC IA"); qr LJ S.i . h 690 r, et crn. {-RI U.S.C. § 2,601. ci set.; i U.S.C. § ydar. ei seq,: 33 US.C. 1251. el seq. ("Clean 'Water Act"): 19 U.S.C. Slot. ni sec!.; -12 U.S.C, g bons. el seq.: (ii) listed in the U.S. Department o Ti ansy or Let iun liacardous ,Mare, sic Table. 1r] t-_r_R_ 4 a7]_rn1. .as rrr.ay he erne i,clrrl R„rn Lima to liner; Lai) Ii,Lvd 6y lhr U -S. Fnvirnnmrntal Pm -iodine P5,enry (IPA") (or any cuccrscnr agency) as hazardn uc culcsrancr G. srr let C.F.R. § got. et seq,. as may be amended 1mm time t.:r time: (Is) qualified as an "unlisted hazardous subslarrce" pursuant Lc, ¢4 C.F.IL. § 302.4(b), ac may be amended hunt (e) as besIns: and (4) airy peiruleum µeuduet. Temporary Access and Construction Permit STANDARD OF CARE; NO LIENS. Permittee's Responsible Parties shall complete all work ire a prompt, good and workmanlike mariner, free of all liens (including mechanic's liens) and encumbrances on the Right -of -Way. INDEMNIFICATION, Permittee shall protect, indemnify, defend, and hold harmless FRICO and its directors, officers, employees, agents, stockholders, successors and assigns (collectively, "r RICO Indemnified Parties"i from and against any and all loss, injury, damage, cost, expense, and liability (including without limitation reasonable attorneys' fees and costs) in any way directly or indirectly arising out of or attributable to the Authorized Activities and any other activities on FRICO Property by Permittee's Responsible Parties. Further references to indemnification herein shall in no way limit the generality of the foregoing. ffermitteesilo ll protect, indemnify, defend, and hold harmless FRICO Indemnified Fartiestrom and against any and all loss, injury, damage, cost, expense and liability (including reasonable attorneys' fees and costs) directly or indirectly arising out of or attributable to Permittee's actions or inactions which result in: (5) the presence, release, spill, discharge, leak, disposal, or emission of any Hazardous Materials on, under or about the FRICO Property, or (ill any other environmental i iahility The srnpe of this indemnity includes but is not limited to: [ii all consequential damage; (ii) the costs of any required or necessary repair, remediation or detoxification of the FRICO Property and water conveyed through the FRICO Property; )till the preparation and implementation of any closure, remedial or other required plans, and (iv) general damages set out in the section entitled 'DAMAGE TO CANAL OR RIGHT-OF- WAY," above. The indemnities set forth in this Permit shall survive the termination of this Permit and the exercise of any other remedy. INSURANCE. Perrnittee's Responsible Parties shall carry any and all insurance which will Protect them. FRICO, and FRICO's officers, employees, and agents from any and all claims and demands, actions and causes of action, damages, costs, loss of service, expenses and compensation, including, hut not limited to any and all claimsfor personal injury and / or death and property damages which may, in any way, arise from or out of Permittee's Responsible Parties' use of the Right -of -Way ("Required Insurance Policies'). Required Insurance Policies shall meet at least the minimum standards set by FRICO. Permittee agrees that FRICO and its officers, employees, and agents shall be named insured in any and all Required Insurance Policies, in that such policies shall be primary and non-contributory, and shall provide a waiver of subrogation. ASSUMPTION OF RISK AND RELEASE OF CLAIMS. Permittee's Responsible Parties shall enter onto the Right -of -Way at their own risk and they further ASSUME ALL RISKS related to the same. Furthermore, Permittee and its contractors ASSUME ALL RISKS of the inherently dangerous activity of performing construction or maintenance work from within a Canal or reservoir. In no event shall FRICO or its directors, officers, employees, agents, stockholders, successors and assigns be liable for any damages that may occur to people (including loss of life), equipment, materials, Permttted Improvements, or any other interests of the Permittee related to the Permitted Improvements (e.g., interruptions of Authorized Activities or the operation of the Permitted Improvements) arising from the use, operation, maintenance, expansion, modification. or failure of the Canal or Right -of - Way, including but not limited to: (i) flows within the Canal at any time, whether normal or extraordinary; (iii FRICO's refusal to execute a Canal Use Reduction Form for any or no reason; (iii) floods, flows, or ponding due to storms or any other water discharged into the Canal; (iv) failures of equipment used to restrict water flow in the Canal pursuant to a Canal Use Reduction Form; ') unintended breaches of the Canal banks or structures (e•g„ extraordinary flood events, earthquake, accident, act of terrorism, etc.. thereinafter "Disaster')), or (vi] intended breaches, when FRIG❑ determines, in its sole discretion, such action is reasonably necessary to protect lite and J or property in the event of a Disaster. EXHIBIT "C" v. &.9.17 F-7 Ditch Purchase and Relocation Agreement EXHIBIT G FRICO APPROVED FORM OF BOND RELOCATED CANAL IMPROVEMENTS BOND G-1 Ditch Purchase and Relocation Agreement RELOCATED CANAL IMPROVEMENTS BOND Bond No.: Premium: KNOW ALL MEN BY THESE PRESENTS, that we, , as Principal, and as Surety, are held and firmly bound unto The Farmers Reservoir and Irrigation Company, a Colorado mutual ditch company ("FRICO"), as Obligee, in the penal sum of DOLLARS ($ ), lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents. WHEREAS, [Principal] is constructing improvements on behalf of , which entered into that certain Agreement between and FRICO, dated (the "Agreement"), which allows to construct the specified "Relocated Canal Improvements" within property owned or controlled by FRICO in County, Colorado (the "Improvements"). NOW THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall construct, or have constructed, the Improvements herein described according to the specification approved in the Agreement, and shall save the Obligee harmless from any loss, cost or damage by reason of its failure to complete said work according to said specifications, or its non-compliance with or breach of any applicable laws, statutes, ordinances, rules, or regulations pertaining to the Agreement or the Improvements, or from the presence or operation of the Improvements, then this obligation shall be null and void; otherwise to remain in full force and effect for a period of years from the date hereof, and for said period, the Surety on this Bond binds itself to said Obligee, to the amount hereinabove stated penal sum, that said Improvements shall be completed in accordance with the Agreement. PROVIDED, HOWEVER, Obligee shall notify Surety of events of default within 120 days of the occurrence. IN WITNESS WHEREOF, said Principal has hereunto set its hands and seals, and said Surety has caused these presents to be executed by its officers thereunto authorized this day of , 20 PRINCIPAL SURETY By: By: Print: Print: G-2 Ditch Purchase and Relocation Agreement EXHIBIT H FORM OF BILL OF SALE H-1 Ditch Purchase and Relocation Agreement BILL OF SALE KNOW ALL BY THESE PRESENTS, that HUNT BROTHERS PROPERTIES, INC., a Colorado corporation, whose address is 10100 Dallas Street, Henderson, Colorado 80640 ("SELLER"), for and in consideration of Ten Dollars, to the FARMERS RESERVOIR AND IRRIGATION COMPANY, a Colorado mutual ditch company whose address is 80 South 27th Avenue, Brighton, Colorado 80601 ("BuYER") in hand paid, at or before the ensealing or delivery of these presents, the receipt of which is hereby acknowledged, has bargained and sold, and by these presents does grant and convey unto the said Buyer, its successors and assigns, the following property, goods and chattels, to wit: [See Attachment A] located at [See Attachment B] TO HAVE AND TO HOLD the same unto the said Buyer, its successors and assigns, forever. The said Seller covenants and agrees to and with the Buyer, his personal representatives, successors and assigns, to WARRANT AND DEFEND the title to said property, goods and chattels, against all and every person or persons whomever. When used herein, the singular shall include the plural, the plural the singular, and the use of any gender shall be applicable to all genders. IN WITNESS WHEREOF, the Seller has executed this Bill of Sale on this day of , 2018. HUNT BROTHERS PROPERTIES, INC., a Colorado corporation By: [name] Its: State of Colorado City and County of Denver The foregoing instrument was acknowledged before me this day of , 20 , by as the of Hunt Brothers Properties, Inc. a Colorado corporation. Witness my hand and official seal. My commission expires: H-2 Notary Public Ditch Purchase and Relocation Agreement ATTACHMENT A A PARCEL OF LAND LOCATED IN THE. NORTH 1/2 OF SEC TION 25. TOWNSHIP I NORTH, RANGE 68 WEST OF THE 6TH P. M., COUNTY DF WELD, STATE OF COLORADO, DESCRIBED AS FOLLOWS C:UNSIL}EHiNLI ILHL YLiHIII LINE OF NONIHFASI 1/4 OF 54:0 SECTION 20 IV 8LAR SOUTH 89•40'.$1" WEST, AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE. THERETO. COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF' SAID SECTION 25; THENCE SOLIH fl;T;}Ei'3 1" WEST, A DISTANCE OF 860,56 FEET TO THE EAST RIGHT—OF-WAY LINE OF THE EAST BRANCH Of THE BULL CANAL, AS DESCRIBED IN DEED RECORDED DECEMBER 11, 1914 AS RECEPTION NO. 208153 IN THE RECORDS OF THE CLERK AND RECORDER FOR WELD COUNTY. COLORADO AND THE TRUE POINT OF BEGINNING AND THE BEGINNING OE A CURVE, CONCAVE TO THE EAS', HAVING A RADIUS OF 60,00 FEET AND A CENTRAL ANGLE OF 94' O'7E3", WHOSE CHORD DEARS SOUTH 24'33'20' EAST, A Dis1ANGE OF 87.89 FEET; THENCE SOUTHERLY AND SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 9862 FEET TO A POINT' LYING 24.00 FEET NORTH OF THE CENTERLINE OF THE BULL CANA4, LATERAL NO, 1 AS DESCRIBE 'tN SAID GEED: THENCE PARALLEL WITH AND 24.00 FEET NORTHERLY ERDP4 SAID CENTERLINE THE FOLLOWING FIVE (5) COURSES AND FJS?A,NCES: q -HENCE SOUTH 71`38'41" EAST, A DISTANCE OF 48.65 FEET; 2 THE HEOLNNING OF A CURVE, CONCAVE TO THE NORTH, HAVING A RADIUS OF 256.33 FEET AND A CENTRAL ANGLE OF 21'32'33", WHOSE CHORD BEARS SOUTH 61'18'43" EAST, A DISTNCE OF 95.81 FEET; THENCE EASTERLY ALONG THE ARC OF SAID ELJRVE, A DISTANCE OF 96,38 FEET; 3) THENCE NORTH 89'55'09" EAST, A DISTANCE OF 325.88 FEET, dj THE AEDINNINC nr A C,JRVF. CONFAVF TO THE 7)UT-I, i-ILVNC A RADIOS OF 7gs.x� FEET AND A CENTRAL ANGLE OF 0E11'11", WHOSE CHORD BEARS SOUTH 55'54"51• EAST, A DISTANCE or 84.86 EEC; THENCE EASTERLY ALONG THE ARC OF SAID (`LIRVE, A ,DISTANCE OF 84.90 FEET; 5) THENCE SOUTH 80'56'T3" EAST, A DISTANCE 0, 77.312 FEET; THENCE SOUTH 09',03'47" WEST, A DISTANCE OF 41,00 FEET TO A POINT LYING 17,00 FEET SOUTH OF THE CENTERLINE OF SAID BULL CANAL LATERAL NO, 1; THENCE PARALLEL WITH AND 17.00 FEET SOUTHERLY FROM SAID CENTERLINE THE FOLLOWING FIVE (5) COURSES AND DISTANCES: 1 THENCE NORTH 80'56'13" WEST, A DISTANCE OF 722,44 FEET; 2 THE BEGINNING OF A CURVE, CONCAVE TO THE SOUTH':, HAVING A RADiUS 01 745,30 I'CEI AND A CENTRAL ANGLE CF GG'D6'2D" WHOSE CHORD BEARS NORTH p;jDC'C,1 ;NEST, A DISTANCE OF 79.38 FEET, THENCE WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 79.43 FEET; 3 THENCE SOUTH 85'55'09" WEST, A DISTANCE OF 324.51 FEET; 4 THE BEGINNING OF A CURVE, CONCAVE TO THE NORTH, HAVING A RADIUS OF 297.3.3 F 'ET AND A CENTRAL ANGLE CF 21'19'13", WHOSE CHORD BEARS NORTH 81'16'48" WEST, A DISTANCE OF 110.00 FEET, THENCE. WESTERLY ALONG THE ARC OF SAID CURVE', A DISTANCE OF 110.64 FEET: 5) THENCE NORTH 71'38'41" WEST, A DISTANCE OF 145.31 FEET TO THE EAST RIGHT—OF—WAY LINE OF SAID EAST BRANCH OF THE BULL CANAL AND THE 13FGINNING OF A CURVE, CONCAVE TO THE NORTHWEST, HAVING A RAD US OF 1 71 .23 FEET AND A CENTRAL ANGLE OF 33'13.08", Y+HLJ.SE DHOW) BEARS NORTH 40'.5i'7L5" EAS1, A OISIANCE OF 9./.6i FFET; THENf:F NURirir i:1 COINCIDENT WITH SAID EAST RIGHT-OF-WAY LINE AND ALONG THE ARC OF SAID CURVE, A DISTANCE OF 99,2E FEET TO THE BEGINNING OF A COMPOUND CURVE, CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 610.56 FEET AND A CENTRAL ANGLE CF 01'23'05", WHOSE CHORD BEARS NORTH 23'13'16" EAST, A DISTANCE OF 14,77 FEET; THENCE NORTHERLY COINCIDENT WITH SAID EAST RIGHT-OF-WAY LINE AND ALONG THE ARC OF SAID CURVE, A DISTANCE OF 14,77 FEET TO THE TRUE POINT OF BEGINNING. SAID PARCEL CONTAINS 36,811 SQUARE FEET OR 0,841 ACRES, MORE OH LESS. - r r NOTE: THIS DRAWNO IS MEANT TO DEPICT THE ATTACHED DESCRIPTION AND :S FOR INFORMATIONAL PURPOSES ONLY. IT DOES NOT REPRESENT A MONUMENTED LAND SURVEY. NOTE: THIS SURVEY DOES NOL CUNS'rITUIL A TITLE SEARCH BY AMERICAN WEST LAND SURVEYING CO. TO DETERMINE OWNERSHIP, RIGHTS -OF -WAY OR EASEMENTS OF RECORD_ LEGEND: ALIQUOT MONUMENT. AS NOTED. DRAWN BY; CON FIELD: CDR PAFRCLE NO_ 146 12!1 OODD4 HUNT L P.O-uHCC0 .^RorERT'CS, JAN. 3, 2016 PAGE 1 OF 2 4lmv�cary C!/eaie PO Box 1 213, Brlahton, G0 80601 " P 303--65Et- red A Surveying Co.. cuipmem 1532 F 303-655-0575 "' AMWESTL.S.CQM H-3 Ditch Purchase and Relocation Agreement rr� THE COR. NE 1/4, SEC. 25, NW COR. NE 1/4, SEC. 25, ,T 1 N, R 68 W, FOUND 3/4" T 1 N, R8 W, FOUND 3/4' ! REBAR WITH 2 1/2" ALUMINUM IP REDAR WITH 2" ALUMINUM CAP,. -CAP, PLC 24365 IN MONUMENT i PLS 25937 IN MONUMENT BOX, ,Box. lip S89'40'.37"W 26.35.03' (©ASIS OF BEAR+4GS) , GRMI{IC :KALE `TRUE POINT ! 01= E7kGINNING, 0 200 4U0 , 04 SO' RIGHT—OF—WAY FOR THE' EAST BRANCH OF THE GULL CANAL (REC. NO. 208153) 1--206 I T 02 16,617 C.F.+/ L0.641 Ac -/— LANE BEARING D;STANCE L1 571'38'41"E 48.65' L2 N89'55'4g"E 325.88' L3 580'56'13"E 223.12' 41.00' 222.44' 324.81' 1 46.31 ' L4 L5 S09-C3'47"w 1V80'56' 1 3"W S89'55 ''w N71'38.'41'W L6 L7 L5 03 - a 40' RIGHT--OT--WAY FOR THL- BULL CANAL LATERAL. N0. 1 (REC NO 2081 511) L5 LINE RADIUS ARC DELTA CHORD DEARLNG CHORD , C1 ' 256,33' 96.35' 21'32'33" 581'18'43"E 95.81' 02 786-30' 84.90' 08'11'11" 585'54'51"F 84.86' C3 04 745.30' 79.43' 06'06'23 N85'55'31 "W 7939' 297.33' 1 10.64' 21419'13' N8 • ' 16 48"W' 110.00 C5 !. 171_23' 99.28' 33'13'08" N40'31'26"E 47.89' C5 610.56 14,77' 01'23'O5" N23'13'1 1"E 14.77' rr. 50.00' 6'3 52' nA• 1 0'2G." I g 3n• z ' 20"C '37.5T - NOTE: THIS DRAWING IS MEANT 10 DEPICT THE Al ACHED DESCRIPTION AND IS FOR NFORMATICNAL PI.IRHOSLS ONI Y IT DOES NOT REPRESENT A M0NL€ IENiED LAND SURVEY. NOTE TI -IS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY AMERICAN WEST LAND SURVEYING CC. TO DETERMINE OWNERSHIP, RIGHTS -OF -WAY CR EASEMENTS OF RECORD. LEGEND: ,: ALlgutr H0N'LJ ENT, AS NOTED. PARCEL NO. 146725100004 t-1UI:T E00TIICRS PROITRTILO. PQ Box 129, BrIphton, CO 80601 * P 303-659-1532 F 303-656-0575 * AMWESTL.S-COM H-4 Ditch Purchase and Relocation Agreement ATTACHMENT B ANSPS .LAND_TITLE U. 1 °: '-crt of the North 1/2 of Section 28, Tri sh H 1 North, F�anae 68 Vest of the 6th P.M., Courty of Weld, Stote of Colorado. PROPERTY DLSCHft TFON. AS DESCRIBED IN LAND I;ILE GUARANTEE COMPANY'S TITLE COMMITMENT DATED OCTODER 17, 7016, ORDER NC. FC2514C23E--.5_ THE N 1/2 OF THE NE 1/4 AND THE N 2 or THE S 1/2 OE 'II•IE NE 1/4 OF SECTION 75; AND ALL THAT PART or 1HE L 1/2 OF THE NW 1/4 OF SECTION 25, EYING EAST OF THE RIGHT OF WAY OF ThIE UNION PACIFIC: RAILROAD COMPANY AND SOUTH OF THE RIGHT OF WAY OF THE UL CANAL; ALL IN TOWNSHIP 1 NORTH, RANGE 68 WEST OF THE 6TH P,M.. COUNTY OF WELD, STATE OF COLORADO, EXCEPTING THEREFROM A STRIP OF LAND AS CONVEYED TO THE FARMERS RESERVOIR AND RRIl ATIQN COMPANY BY DEED RECORDED IN UOOK 406, F'AGC 293, WFI.G COUNTY RECORDS, CCUN IY OF WELD, STATE OF COI DRADO, ALSO EXCEPT THAT PORTION DESORIE3ED AS FOLLOWS A PORTION OF A PARCEL OF LAND RECORDED AT RECEPT;ON NO. 2632396, WELD COUNTY PUBLIC RECORDS, LOCATED IN THE NE1f4 OF SECTION 25, TOWNSHIP 1 NORTH, RANGE 68 WEST OF THE 6TH P. M., COUNTY OF WELD, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS BASIS OF BEARINGS: BEARINGS ARE BASED ON THE ASSUMPTION THAT THE EAST ONE OF SAID NE -1/4 OF SECTION 25 BEARS NORTH CO DEGREES 25 MINUTES 24 SECONDS WEST AND MONUMENTED ASFOLLOWS: THE EAST {QUARTER CORNER OF WHICH PEING A 3-25" ALUM, CAP, L.S. 27269, THE NORTHEAST OF WHICH IS BEING A 2.5' ALUM. CAP, L.S. 24305, COMMENCING AT SAID FAST QUARTER CORNER OF SECTION 25; THENCE NORTH DO DECREES 25 MINUTES 24 SECONDS WEST ALONG SAID EAST LINE OF THEALTA COMMITMENT NE1 4 OF SECTION 25 A DISTANCE OF 1017.12 FEET; THENCE SOUTH 89 DECREES 34 MINUTES 36 SECONDS WEST A O'SIANCE OF 30.00 FEET TO A POINT ON THE WESTERLY RIGHT, OF -WAY LINE OF WELD COUNTY ROAD 13 AND THE POINT OF BEGIN11NG; THENCE ALONG 'OlE ARC OF A CURVE TO THE LEFT WHOSE CHORD HEARS NORTH 01 DEGREES 19 MINUTES 58 SECONDS WEST A DISTANCE OF 93,01 FEET, HAVING A RADIUS OF 29.50-00 FEET, A CENTRAL. ANGLE. OF 01 DEGREES 49 MINUTES 08 SECONDS AND AN ARC LFNG7H OF 93.01 FEET: THENCE NORTH 02 DEGREES 14 MINUTES 32 SECONDS WEST A DISTANCE OF 1165.00 FEET; THENCE ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT WHOSE CHORD BEARS NORTH 01 DEGREES 19 MINUTES 58 SECONDS WEST A DISTANCE OF 97.45 FEET. HAVING A RADIUS OF 3070.00 FEET, A CENTRAL ANGLE OF 01 DEGREES 49 MINUTES 08 SECONDS AND AN ARC LENGTH OF 97.46 FEET TO A POINT 40 FEET WESTERLY AND PERPENDICULAR TO SAID WESTERLY RIGHT- OF -WAY LINE OF WELD COUNTY ROAD 1.3; THENCE NORTH 00 DEGREES 25 MINUTES 24 SECONDS WEST ALONG A LINE LYING 40 FEET WESTERLY AND RUNNING PARALLEL TO SAID WESTERLY RIGHT -OF -WAY LINE A DISTANCE OE 254.11 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF WELD COUNTY ROAD 6; THENCE NORTH 89 DEGREES 40 MINUTES 41 SECONDS EAST ALONG SAID SOUTHERLY RIGHT -OF-WAY LINE A DISTANCE OF 40-00 FEET TO A POJk'i UN SAID WESTERLY RIGHT OF WAY LINE OF WELD COUNTY ROAD 13; THENCE SOUTH DC DEGREES 25 MINUTES 24 SECo:NOs EAST ALONG SAID WESTERLY RIOHI-OF-WAY LINE A DISTANCE OF 1608.89 FEE; TO TDiF POINT OF BEGINNING, COUNTY OF WELD, STATE OF COLORADO. H-5 Ditch Purchase and Relocation Agreement H-6 Ditch Purchase and Relocation Agreement EXHIBIT I QUITCLAIM DEED (deed from FRICO to HUNT BROTHERS for Existing Canal Site) I-1 Ditch Purchase and Relocation Agreement QUITCLAIM DEED THIS DEED is dated , 20 , and is made between The Farmers Reservoir and Irrigation Company, a Colorado mutual ditch company, as grantor, and HUNT BROTHERS PROPERTIES, INC., a Colorado corporation as Grantee. Grantee's legal address is 10100 Dallas Street, Henderson, CO 80640. WITNESS, that the Grantor, for and in consideration of the sum of TEN DOLLARS, ($10.00), the receipt and sufficiency of which is hereby acknowledged, does hereby remise, release, sell and QUITCLAIM unto the Grantee, its successors and assigns, forever, all the right, title, interest, claim and demand which the Grantor has in and to the real property, together with any improvements thereon, located in the County of Weld, State of Colorado, described as follows: SEE ATTACHMENT A (the "PROPERTY") excepting therefrom, and expressly reserved to Grantor, all of Grantor's right, title and interest in and to (i) all water and water rights appurtenant to, on, underlying or associated with the Property, whether decreed or undecreed, whether tributary, non -tributary, or not non -tributary, and whether appropriated, conditionally appropriated, or unappropriated, and (ii) all subsurface and other rights to oil, gas and other minerals and mineral interests, and related interests in rents, profits, royalties and other income. TO HAVE AND TO HOLD the same, together with all and singular the appurtenances and privileges thereunto belonging, or in anywise thereunto appertaining, and all the estate, right, title, interest and claim whatsoever of the Grantor, either in law or equity, to the only proper use, benefit and behoof of the Grantee, and its successors and assigns, forever. I-2 Ditch Purchase and Relocation Agreement IN WITNESS WHEREOF, the Grantor has caused its corporate name to be hereunto subscribed by its General Manager, and its corporate seal to be affixed, attested by its Corporate Secretary, on the date set forth above. THE FARMERS RESERVOIR AND IRRIGATION COMPANY, a Colorado mutual ditch company By: Attest: Scott Edgar, General Manager Heidi Garner, Corporate Secretary STATE OF COLORADO ) )ss. COUNTY OF ADAMS ) The foregoing instrument was acknowledged before me this _ day of , 20, by Scott Edgar as General Manager and Heidi Garner as Corporate Secretary of The Farmers Reservoir and Irrigation Company, a Colorado mutual ditch company. Witness my hand and notarial seal. My commission expires Notary Public I-3 Ditch Purchase and Relocation Agreement ATTACHMENT A A PORTION OF THE BULL CANAL LATERAL NO. 1 RLGIIT-01—WAY BEING A PARCEL OF LAND LOCATED IN THE NORTH 1/2 OF SECTION 25, TOWNSHIP 1 NORTH. RANGE 68 WEST OF THE 5TH P.M., COUNT`! OF WELD, STATE OF COLORADO. DESCRIBED AE FOLLOWS! CONSIDERING THE NORTH LINE OF THE NORTHEAST 1/4 OF SAD SECTION 25 TO SEAR SOUTH $9'49'37" WEST, AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO: COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF SAID SECTION 25; THENCE SOUTH 02'51'T6" WEST. A DISTANCE OF 921.55 FEET TO THE INTERSECTION OF THE EAST RIGHT--OF-WAY LINE OF THE EAST BRANCH OF THE HULL CANAL AND THE NORTH RIGHT-OF-WAY LINE OF THE BULL CANAL LATERAL NC. 1, AS DESCRIBED IN DEED RECORDED DECEMBER 11, 1914 AS RECEPTION NO. 208153 IN THE RECORDS OF THE CLERK AND RECORDER FOR WELD COUNTY, COLORADO; THENCE COINCIDENT WITH SAID NORTH RIGHT- OF-WAY LINE THE FOLLOWING FIVE {S) COURSES AND DISTANCES. 1 SOUTH 71'38'41' EAST, A DISTANCE OF 123.95 FEET; 2 THE BEGINNING OF A CURVE, CONCAVE TO THE NORTH, HAVING A RADIUS OF 260,33 FEET D A CENTRAL ANGLE OF 21'31`07'. WHOSE CHORD BEARS SOUTH SS'18'31` EAST, A LM5IANCE OF 97.20 FEET; THENCE EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 97.77 FEET; 3) NORTH 89 55'09' EAST, A DISTANCE OF 325.78 FEET: 4 THE BEGINNING OF A CURVE, CONCAVE TO THE SOUTH, HAVING A RADIUS OF 782.30 FEET >a A CENTRAL ANGLE OF 06'10'44", WHOSE CHORD BEARS SOUTH 85'54'55 EAST. A DISTANCE OF 84.33 FEET; THENCE EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 84.37 FEET; 5) SOUTH 80'56'13" EAST, A DISTANCE OF 223.05 FEET; THENCE SOUTH ❑9"03'47" WEST. A DISTANCE OF 40ET 06 FETO THE SOUTH RIGHT-OF-WAY LINE OF SAD EMU CANAL. LATERAL NO. 1; THENCE COINCIDENT WITH SAID SOUTH RIGHT-OF-WAY LINE THE FOLLOWING FIVE (5) COURSES AND DISTANCES: 1} NORTH BO'5S 13" WEST, A DISTANCE OF 222.39 FEET; 2}E THE BEGINNING OF A CURVE. CONCAVE TO THE SOUTH, HAVING A RADIUS OF 742.30 FEET AND A C NTRAL ANGLE OF 05'06'OP", WHOSE CHORD BEARS NORTH 85'55'34" WEST, A DISTANCE OF 78.89 FEET; THENCE WESTERLY ALONG THE ARC OF SAD CURVE, A DISTANCE OF 79.03 FEET; 3 SOUTH 89'55'09" WEST, A DISTANCE OF 324.73 FEET, 4 TI -HE BEGINNING OF A CURVE, CONCAVE TO THE NORTH, HAVING A RADIUS OF 300.33 FEET AND A C NTRAL ANGLE OF 21'15'21n, WHOSE CHORD BEARS NORTH 81'16'40" WEST, A DISTANCE OF 1 1 1.04 FEET; THENCE WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 111.68 FEET TO THE EAST RIGHT-OF-WAY LINE OF SAD EAST BRANCH OF THE BULL CANAL AND THE BEGINNING OF A NON - TANGENT CURVE, CONCAVE TO THE WEST. HAVING A RADIUS OF 171,23 FEET AND A CENTRAL ANGLE OF 15'51'33", WHOSE CHORD BEARS NORTH 50'30'14' EAST A DISTANCE OF 47.24 FEET; THENCE ALONG THE ARC OF SAID CURVE AND COINCIDENT WITH SAID EAST RIGHT-OF-WAY LINE, A DISTANCE OF 47.40 FEET TO THE TRUE POINT OF DLGINNING. SAID PARCEL CONTAINS 34,779 SQUARE FEET OR 0.798 ACRES, PORE OR LESS. PREPARED BY: CURTIS D. HOOS, PLS 37971 FOR AND ON BEHALF OF: AMERICAN WEST LAND SURVEYING CO i A COLORADO CORPORATION �[(.`Y rI Ir '- r v f J J' •y! -.�i"- Tfl NOTE. THIS DRAWING IS MEANT TO DEPICT THE ATTACHED DESCRIPTION AND t5 FOR INFORMATIONAL PURPOSES ONLY. IT DOES NOT REPRESENT A MONUYENTED LAND SURVEY. NOTE: THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY AMERICAN WEST LAND SURVEYING CC. TO DETERMINE OWNERSHIP, RIGHTS. OF -WAY OR EASEMENTS OF RECORD LEGEND: - A.JOUOT MONUMENT, AS NDTFD. PARCEL ND I4672Lj104PO4 HUNT BROTHERS PROPERTIES, INC PObox 129. Brighton CO 60601 * P 303-859-1532 F 303-855-0S75 * AMWESTLJS.COM I-4 Ditch Purchase and Relocation Agreement NE COR, NE 1/4. SEC. 25. NW CDR. NE 1/4, SEC. 25 T 1 N, R 68 W, FOUND 3/4" REBAR WITH 2" ALUMINUM CAP, PLS 25937 IN MONUMENT BOX.,, T 1 N, R 68 W, FOUND 3/4" REBAR WITH 2 1/2" ALUMINUM CAP, PUS 24305 IN MONUMENT BOx - 589'40'37'W 2635.03' (BAS€5 OF BEARING]) 2 NI �I 'I tll 7 CAAPHEC SSE I 1.-21:145J' II! 1 TRUE POINT 0 200 40.1)OF BEGINNING G Cp �' 1 L2 C2 C4 LC3 15 34,779 S.F.+/- 60' RIGHT-OF-WAY FOR THE 0,798 Ac.+/- j EAST BRANCH OF THE BULL 40' RIGHT-OF-WAY FOR THE CANAL {RFC. ND. 2D8153} BULL CANAL LATERAL NO. 1 (REC. NO. 208153) --. LINE BEARING DISTANCE L1 571'38'41"E 123.98' - . " L2 N89'55'09"E 325.76' • L�-"-•-L, l - L3 S80'56'13"E 223.05' • L;" L• L4 509'03'47'w :../�f.l L5 N80'56'13'1'1 _4_0.00' 222.39' -'/ / f' L6 $69'55'09"W 324.73' ` L7 N71'38'41 "W 146.75' - ;?L;''' -.L l�-•_ 4i.� • t.i LI.I` LINE RADIUS ARC DELTA CHORD BEARING . CHORD C1 260.33' 97.77' 21'31'07" 581'18'31"E 97.20' 02 782.30' 84.37' 06'10'44" 585-54'55"E $4.33' 03 142,30' 79.03' 06'06'00" S85'55 34 E 78.99' 04 300.33' II1.6H' 2i-18'21" 581'16'40"E I 111.04' 05 171,23' 47.40' 15'51'33" N51T35'14"F 47.24' NOTE' THIS DRAWING IS MEANT TO DEPICT THE ATTACHED DESCRIPTICN AND IS FOR INFORMATIONAL PURPOSES ONLY, IT DOES NOT REPRESENT A MCNtJMFNTF0 LAND SURVF"Y. NOTE THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY AMERICAN WEST LAND SURVEYING CO. TO DETERMINE OWNERSHIP, RIUHTS-Of-WAY OR EA5EMENT5 OF RECORD. - LtGEND: -,- ALJ0LIUT MUNUMENT, As NOTED. DRAWN RY: OD -1 2Y FIELD: CON PARCEL N6. ;4672100-004 HUNT 6ROTHER5 PROPERTIES, INC. DEC. 22, 2017 `d Surveying k y Co. QAGF 2 OF 3 PO Box 129, Brighton, CC 00801 " P 303-669-1532 F 303-664-5-057.5 "' AMWE$TLS.COM I-5 Ditch Purchase and Relocation Agreement DITCH 1 II 4rac 1 I � 50 PIPELINE EASEMENT j (REC. N0. 166630 d!. EXCEPTION NO. 15 60' RIGHT -OF -WA? roil TI -E FAST SFIANGH OF THE BULL CANAL_ (RFC- NO 208153) VALVE SITE (REC. N0. 2329006) EXCEPTION NO. 18 GF,�wiic Ccf: F l' -20d 0 200 400 40' RIGHT - OF -WAY FOR THE BULL CANAL LATERAL NO. 1 (REC. NO. 208153) 3OI PIPELINE EASEMENT (REC. NO. 2238673) EXCEPTION NO. 17 \_{ SUBJECT PROPER Ou DITCH ROM) CENTERLINE OF CONCNE7 LINED DITCH Du OU NOTE. TIRIS DRAWING IS MEANT TO DEPICT THE ATTACHED DESCRiF'TiON ACID IS FOR INFORRoATIONAL PuRPOSES ONLY. 'T "DOES NOT REPRESENT A MONUMENTED LAND SURVEY. NOTE, THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH at AMERICAN WEST LAND SURVEYING CO. 10 ULIERMINE OWNERSHIF, RIGHTS -OF -WAY OR EASEMENTS OF RECORD. DRAWN E3Y: COH FIELD: CEk PARCEL NC 145725100004 HUNT EROTHERS PROPERTIES, INC. DEC. 22. 2017 PAGE 3 OF .1 Surveying Co. A * PO BOx 129 Brighton, CO H0801 P 303-959-1532 F 303-655-0575 " AMWEBTLS.COM Name and Address of Person Creating Newly Created Legal Description (§38-35-106.5, C.R.S.) I-6 CERTIFICATION OF COMPLIANCE ENGINEERING DESIGNED TO WELD COUNTY CODE STANDARDS AND CRITERIA I Mark Thornbrough , Consultant Engineer for ASPHALT SPECIALTIES CO, INC. ("Applicant"), understand and acknowledge that Applicant is seeking land use approval of A.S.C.I. NORTH MULTIPLE -USE DEVELOPMENT ("Application") for the property described in the attached Exhibit "A." I have designed or reviewed the design ("Design") for the proposed land use set forth in the Application. I hereby certify, on behalf of Applicant that the Design will meet all applicable drainage requirements of the Weld County Code with the exception of variance(s) described below. This certification is not a guarantee or warranty either expressed or implied. (Engineer's Stamp) VARIANCE REQUEST 1) Describe the Weld County Code criteria of which a variance is being requested. 2) Describe why it is not possible to meet the Weld County Code. 3) Describe the proposed alternative with engineering rational which supports the intent of the Weld County Code. 1. a) Sec. 23-12-90.B Stormwater Retention b) Sec. 23-12-90.A.6 Emergency Spillway Buried Riprap 2. a) The East Branch of the Bull Canal, managed by Farmers Reservoir and Irrigation Company (FRICO), is blocking the historic natural stormwater conveyance path. FRICO will not allow stormwater runoff into FRICO property or their facilities. To satisfy FRICO's criteria, stormwater retention is proposed. b) Weld County Code requires "buried riprap" in the emergency spillway. We believe that appropriate armoring to prevent erosion meets the intent of the Weld County Code. As demonstrated within the attached calculations, native grasses are sufficient armoring to mitigate erosion from the 100 -year developed peak flow through the spillway. 3. a) The retention pond will be designed according to section 5.11.2 Retention Criteria of the Weld County Engineering & Construction Criteria. The retention pond was designed using infiltration rates from the geotechnical report *Percolation Test Report' by Cesare, Inc. dated October 31, 2017. As designed, the retention pond drains in 98 hours via infiltration. It is acknowledged that the variance request is based on site -specific constraints and is not precedent -setting. b) The calculations attached demonstrate that the native grasses are adequate for protecting against erosion from 4eh the 100 -year developed peak flow. In place of buried riprap, a seed mix planted in a minimum of 4" of topsoil and covered with Black Biotic Earth (HGM) at 4,500 pounds per acre will be used. A temporary soil retention blanket able to last three to five years will be maintained until the area is 70% seeded. I understand and agree that the intention of the Code is to reduce impacts of development on neighboring downstream properties and the public. I understand if this variance request is approved it is not precedent setting and is based on site specific constraints. •Planning DirecterApproval indicated when signed by director or appointee: 'IAN 1i 4.--- t-W.uun% Diha;tur Name C4 6 Z Signature Date of approval 04 /Q 1/13/15 Steve Ward m: - -nt To: Cc Subject: Attachments: Hayley Balzano <hbalzano@co.weld.co.us> Thursday, June 13, 2019 11:25 AM Steve Ward Dawn Anderson RE: Asphalt Specialties Drainage Report and Variance Signed Variance Request.pdf Hello Steve, Sorry for any confusion. We have approved the drainage plan and the variance has been signed. We don't release grading permits prior to approval of the drainage plan Q If anything changes from the approved plan, please notify Public Works. Hayley Balzano Engineer I Weld County Public Works 1111 H Street P.O. Box 758 Greeley, CO 80632-0758 (970) 400-3738 hbaizano@weldgov.com Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. From: Steve Ward <stevew@asphaltspecialties.com> Sent: Thursday, June 13, 2019 9:58 AM To: Hayley Balzano <hbalzano@co.weld.co.us> Subject: FW: Asphalt Specialties Drainage Report and Variance Caution: This email originated from outside of Weld Cow GoOrri ent. Oo notctlek links or dper4ttachotents uwiesa You recognize the ender and know the content is safe. Hayley- od morning. Thanks for your help with the Grading Permit for the WCR 6 project. Among other things, it will help ilve one outstanding issue with FRICO on this project. 1 Wondering where the County is on signing off on our Drainage Plan and Construction Drawings per Mark Sundstrom's missive below? ;ards, Steve Ward 303-594-1433 Asphalt Spedaitles Company, Inc 10100 Dallas Street Henderson, CO 80640 Direct Line: (720)322-7051 Office: (303)289-8555 Fax: (303)289-7707 Cell: (303)594-1433 Web: www.asphaltspeclalties.com Confidentiality Notice: The information contained in this email belongs to the sender, is confidential and may be legally privileged. This information is Intended for the use of the Individual or entity named above. If you are not the Intended recipient, you are hereby notified that any disclosure, copying, distribution, or taking of any action in reliance on the contents of this email is prohibited. If you received this email In error, please immediately delete and destroy all copies of the original email, attachments, and notify the sender. From: Mark Sundstrom <MSundstrom@martinmartin.com> Sent: Tuesday, June 4, 2019 3:52 PM To: Hayley Balzano <hbalzanot lco.weld.co.us> Cc: Steve Ward <stevew@asphaltspecialties.com>; Dawn Anderson <drandersonpweldgov.corn>; Don Dunker 'dunkerCalweldgov.com>; Mark Thornbrough <MTHORNBROUGHiy7a martinmartin.com> ject: RE: Asphalt Specialties Drainage Report and Variance Hi Hayley, Please see the link below for the following items: • FRICO Ditch/Retention Pond Infiltration memo by Cesare — Stamped • Stamped Construction Drawings ("Not for Construction" removed, spillway shifted south, and VTC added to C300 on entrance) httns://martinmartin.box.com/s/f0os4gruexrixml0sdgd 29lfvdla0et1 Please copy Mark Thornbrough and Steve Ward on any questions, as I am out on vacation 6/5-6/18. Thank you, Mark Mark Sundstrom Engineer -In -Training II V 303.431.6100 ext. 234 D 720.544.5334 -00...iligiCONSUILTING inGlifit*S 19 west Colfax Avenue I Lakewood, CO 80215 11 MB la II C2 12019 Denver Post Top Workplace (Four Time Winner) ...artinmartln.com MARTI N/MARTIN 2 From: Hayley Balzano <hbalzano@co.weld.co.us> Sent: Tuesday, June 04, 2019 8:58 AM '-: Mark Sundstrom <MSundstromPmartinmartin.com> Steve Ward <stevew(c asohaltsoecialties.com>; Dawn Anderson <dranderson@weldeov.com>; Don Dunker .ddunkerr)weldeov.com> Subject: Asphalt Specialties Drainage Report and Variance Hello Mark, I was able to review the Variance Request with Mr. Dunker yesterday. We need the Cesare FRICO Ditch/Retention Pond Infiltration Memo stamped by the engineer who wrote it (Darin Duran) and then he is comfortable signing the Variance Request. Mr. Ward turned in the Grading Permit application and check this morning. To issue the consider the Drainage Report approved and issue the Grading Permit, I am in need of the following items: • The Cesare Memo needs to be stamped (mentioned above) • Submit the Construction Drawings showing the spillway being moved south of the gas line easement (discussed on the phone) • Remove the 'Not For Construction' on the Construction Drawings (discussed on the phone) I will prepare the grading permit so that once these three items are submitted I can email it out. I will be in hearings today and tomorrow but I will be able to access my email from time to time. Thank you! Hayley Balzano Engineer I '' Id County Public Works 1 H Street r.O. Box 758 Greeley, CO 80632-0758 (970) 400-3738 hbalzano@weldeov.com Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited_ This e-mail and any file(s) transmitted with it contain privileged and confidential information and are intended solely for the use of the individual or entity to which they are addressed. If you are not the intended recipient or the person responsible for delivering the e-mail to the intended recipient, you are hereby notified that any dissemination, disclosure or copying of this e-mail disclosure or copying of this e-mail or any of its attachments is strictly prohibited. If have received this e-mail in error, please immediately notify the sending individual or entity by e-mail and manently delete the original e-mail and attachment(s) from your computer system. Thank you. 3 MEMORANDUM TO: Steve Ward, Asphalt Specialties Company, Inc. FROM: Hayley Balzano, Public Works DATE: June 26, 2019 SUBJECT: USR16-0041 Drainage and Grading Hello Steve, This memo serves to indicate approval of the Drainage Report, Variance Request for retention, drainage construction drawings and Grading Permit. The Variance Request was approved on June 6, 2019 (see attached). The Drainage Report was approved on June 7, 2019 (revision dated May 24, 2019, cover page attached - full report on file). The construction drawings that accompanied the approved Drainage Report were Revision 9, dated May 4, 2019 (see attached). The Grading Permit GRD19-0028 was issued June 7, 2019 (see attached). This memo is specific to the items listed above and does not provide approval of any other items, conditions or development standards tied to USR16-0041. Thank you for your cooperation. CERTIFICATION OF COMPLIANCE ENGINEERING DESIGNED TO WELD COUNTY CODE STANDARDS AND CRITERIA I Mark Thornbrough , Consultant Engineer for ASPHALT SPECIALTIES CO, INC. ("Applicant"), understand and acknowledge that Applicant is seeking land use approval of A.S.C.I. NORTH MULTIPLE -USE DEVELOPMENT ("Application") for the property described in the attached Exhibit "A." I have designed or reviewed the design ("Design") for the proposed land use set forth in the Application. I hereby certify, on behalf of Applicant that the Design will meet all applicable drainage requirements of the Weld County Code with the exception of variance(s) described below. This certification is not a guarantee or warranty either expressed or implied. (Engineer's Stamp) 0,,DO ICcr _ HOFjhr Engineer o ' ord Signature VARIANCE REQUEST 1) Describe the Weld County Code criteria of which a variance is being requested. 2) Describe why it is not possible to meet the Weld County Code. 3) Describe the proposed alternative with engineering rational which supports the intent of the Weld County Code. 1, a) Sec, 23-12-90.B Stormwator Retention b) Sec. 23-12-90.A.6 Emergency Spillway Buried Riprap 2. a) The East Branch of the Bull Canal, managed by Farmers Reservoir and Irrigation Company (FRICO), is blocking the historic natural stormwater conveyance path. FRICO will not allow stormwater runoff into FRICO property or their facilities. To satisfy FRICO's criteria, stormwater retention is proposed. b) Weld County Code requires "buried riprap" in the emergency spillway. We believe that appropriate armoring to prevent erosion meets the intent of the Weld County Code. As demonstrated within the attached calculations, native grasses are sufficient armoring to mittci ate erosion from the 100 -year developed peak flow through the spillway. 3. a) The retention pond will be designed according to section 5.11.2 Retention Criteria of the Weld County Engineering & Construction Criteria. The retention pond was designed using infiltration rates from the geotechnical report "Percolation Test Report" by Cesare, Inc. dated October 31, 2017. As designed, the retention pond drains in 98 hours via infiltration. It is acknowledged that the variance request is based on site -specific constraints and is not precedent -setting. b) The calculations attached demonstrate that the native grasses are adequate for protecting against erosion from #eh the 100 -year developed peak flow. In place of buried riprap, a seed mix planted in a minimum of 4" of topsoil and covered i with Black Biotic Earth (HGM) at 4,500 pounds per acre will be used. A temporary soil retention blanket able to last three to five years will be maintained until the area is 70% seeded. I understand and agree that the intention of the Code is to reduce impacts of development on neighboring downstream properties and the public. I understand if this variance request is approved it is not precedent setting and is based on site specific constraints. —P1 ling ireetor Approval indicated when signed by director or appointee: I f, —P I arm ing-1Nreetor Name Signature Date of approval_t. C 4:/ 1/13/15 DRAINAGE REPORT (PERMIT SUBMITTAL) FOR ASCI NORTH MULTIPLE -USE DEVELOPMENT WELD COUNTY, COLORADO September 13, 2017 Revised: September 26, 2017 Revised: October 4, 2017 Revised: November 14, 2017 Revised: January 17, 2019 Revised: March 1, 2019 Revised: April 4, 2019 Revised: May 24, 2019 PREPARED FOR: PREPARED BY: Mr. Steve Ward Asphalt Specialties CO, Inc 10100 Dallas Street Henderson, CO 80640 MARTIN/MARTIN, INC. 12499 WEST Colfax Avenue Lakewood, Colorado 80215 (303) 431-6100 PRINCIPAL -IN -CHARGE: Mark Thornbrough, P.E. DESIGN ENGINEER: Mark Sundstrom PROJECT NUMBER: 16.0759 13Si1I VJ 3�J 1331 -IS HAOO oe/w/ao e1«nz/ao eior✓w/ro LO al] NalSilati HDRCdUNLIOH1 -w QF P4o ul iPdpud NIJUtlw/NLUJAN 1N3WdO13A34 35f1 3ldlllflW H1lON I O. S. V ▪ umoJci ▪ oelsaa Aar.. izakda Ja9WnN 9of rvoa1SGNns w 1 Cklis NOO 'W 1.ov.v:o AJA e woN .;DC / a"eeI ".N HHnoaaNaok1 w 6OL6'9L NORTH MULTIPLE -USE DEVELOPMENT U u) 2 0 Z Z rQ =-0 (/J W O z • 2 < OF <O Lric"' O z 07 0 O n te=a UJ H- W W QD U_ O N Li_ W r 0 _ LL ▪ LO 0 • LU 0 Z m Z W o D x W 0 I— 0 0 u- Z O < EROSION CONTROL NOTES: 5 Sheet List Table Sheet Number ISheet Title z TES Ees11ue000NDRIONS OVERALL GRADING PL. ROAD PLAN AND EROSION CONTROL ROAD PROFILE AND TYPICALSEC NORTHPONDSEC110NSTION DEIEMION POND NO. 1 DETAILS 0 0 G a o� 0 0 & g §g ,81E86 S 8 s N 0 0 A ❑3 TRANSMISSION LINE TCAYER LAND SUM/LYING CO. A COLORADO a.P ea�aoo�a �aww, aaw WON �xi.—o�osneoa�a:o vw�vwaw��:xeo,�, w,�e WELD COUNTY GRADING PERMIT PUBLIC WORKS DEPARTMENT 1111 H STREET GREELEY, CO 80631 PHONE: (970) 400-3750 Permit Number: GRD19-0028 Issuance of this Grading Permit binds Permit Holder and its Contractors to all requirements, provisions, and ordinances of Welc County, Colorado. The Permit Holder is required to call for inspections at the completion of Grading. Intermittent inspections may occur without notification and prior to the request for final inspection. The Permit Holder shall have this issued Grading Permit available onsite for the inspector. Grading Permits are not transferable. Italicized words within this Grading Permit correspond to defined terms contained in Weld County Code Chapter 8, Article XII. As a condition of issuance of this Grading Permit, Permit Holder acknowledges that in the case where this Grading Permit is issued prior to the final approval of any required land use application and/or prior to the satisfaction by Permit Holder of the terms and conditions of any approved land use application, all work conducted pursuant to this Grading Permit is at the sole risk and responsibility of Permit Holder, its officers, employees, subcontractors, Contractors, and agents. Issuance of this Grading Permit in no way represents or implies that Weld County, its officers, employees, departments, or boards and commissions will approve, or favor approval of, any pending land use application made by Permit Holder. As a condition of issuance of this Grading Permit, Permit Holder, its agents, employees, subcontractors, contractors and assigni hereby agree to hold Weld County, Colorado, the agencies thereof and their officers and employees harmless from any and all loss and damage or any claims which may arise out of, or be connected with, the construction within the area covered by this Grading Permit; excluding any such loss and damage or any claims (including consequential damages) which may be caused solely by the negligence of Weld County, the agencies thereof or its officers and employees. Do Not Begin Site Grading Until All Erosion Contol Measures Are In Place Per The Accepted Grading Plans. Applied Date: Project Address: Disturbed Acres: Access Location: Job Description: Parcel Number: Owner Name: Owner Address: 06/04/2019 Status: Issued Status Date: 06/07/2019 44.39 Expiration Date: 06/07/2020 CR 6 east of CR 11 Planning Case: USR16-0041 Grading for the construction of shop building, asphalt plant, culvert, visual/noise berm, detention and retention facilities. Note that issuance of this permit does not indicate approval of an access permit. 146725100052-R8956947 Contacts: Business Asphalt Specialties Co. INC Asphalt Specialties Co. INC Type/Relationship Address Applicant 10100 Dallas Street Applicant Henderson. CO 80640 Authorized Agent 10100 Dallas Street Authorized Agent Henderson. CO 80640 Payment Summary: Receipt # Payment Method 110634 Check Comments: CR 6 east of CR 11 Payment Ref # 108242 Email/Phone steve@asphaltspecialties.com 303-289-8555 steve@asphaltspecialties.com 303-289-8555 Payment Date 06/04/2019 Total: Payment Amount $224.39 $224.39 6/7/2019 2:39:35PM Page 1 of 3 Inspections: Date Inspector Notes Final i 6/7/2019 2:39:35PM Page 2 of 3 Applied Date: Project Address: Disturbed Acres: Access Location: Job Description: Parcel Number: Owner Name: Owner Address: 06/04/2019 44.39 CR 6 east of CR 11 Grading for the construction retention facilities. Note that 146725100053-R8956949 Contacts: Business Asphalt Specialties Co. INC Asphalt Specialties Co. INC Type/Relationship Applicant Applicant Authorized Agent Authorized Agent Payment Summary: Receipt # Payment Method 110634 Check Comments: CR 6 east of CR 11 Inspections: Status: Issued Status Date: 06/07/2019 Expiration Date: 06/07/2020 Planning Case: USR16-0041 of shop building, asphalt plant, culvert, visual/noise berm, detention and issuance of this permit does not indicate approval of an access permit. Address 10100 Dallas Street Henderson. CO 80640 10100 Dallas Street Henderson. CO 80640 Payment Ref # 108242 Email/Phone steve@asphaltspecialties.com 303-289-8555 steve@asphaltspecialties.com 303-289-8555 Payment Date 06/04/2019 Total: Payment Amount $224.39 $224.39 Date Inspector Notes Final I 6/7/2019 2:39:35PM Page 3 of 3 WELD COUNTY GRADING PERMIT PUBLIC WORKS DEPARTMENT 1111 H STREET GREELEY, CO 80631 PHONE: (970) 4004750 Permit Number: GRD19-0028 Issuance of this Grading Permit binds Permit Holder and its Contractors to all requirements, provisions, and ordinances of Welt County, Colorado. The Permit Holder is required to call for inspections at the completion of Grading. Intermittent inspections may occur without notification and prior to the request for final inspection. The Permit Holder shall have this issued Grading Permit available onsite for the inspector. Grading Permits are not transferable. Italicized words within this Grading Permit correspond to defined terms contained in Weld County Code Chapter 8, Article XII. As a condition of issuance of this Grading Permit, Permit Holder acknowledges that in the case where this Grading Permit is issued prior to the final approval of any required land use application and/or prior to the satisfaction by Permit Holder of the terms and conditions of any approved land use application, all work conducted pursuant to this Grading Permit is at the sole risk and responsibility of Permit Holder, its officers, employees, subcontractors, Contractors, and agents. Issuance of this Grading Permit in no way represents or implies that Weld County, its officers, employees, departments, or boards and commissions will approve, or favor approval of, any pending land use application made by Permit Holder. As a condition of issuance of this Grading Permit, Permit Holder, its agents, employees, subcontractors, contractors and assigns hereby agree to hold Weld County, Colorado, the agencies thereof and their officers and employees harmless from any and all loss and damage or any claims which may arise out of, or be connected with, the construction within the area covered by this Grading Permit; excluding any such loss and damage or any claims (including consequential damages) which may be caused solely by the negligence of Weld County, the agencies thereof or its officers and employees. of Begin Site Grading Until All Erosion Contol Measures Are In Place Per The Accepted Grading Plans. Applied Date: Project Address: Disturbed Acres: Access Location: Job Description: Parcel Number: Owner Name: Owner Address: 06/04/2019 44.39 CR 6 east of CR 11 Grading for the construction retention facilities. Note that 146725100052-R8956947 Contacts: Business Asphalt Specialties Co. INC Asphalt Specialties Co. INC Type/Relationship Applicant Applicant Authorized Agent Authorized Agent Payment Summary: Receipt # Payment Method 110634 Check ments: east of CR 11 Status: Issued Status Date: 06/07/2019 Expiration Date: 06/07/2020 Planning Case: USR16-0041 of shop building, asphalt plant, culvert, visual/noise berm, detention and issuance of this permit does not indicate approval of an access permit. Address 10100 Dallas Street Henderson. CO 80640 10100 Dallas Street Henderson. CO 80640 Payment Ref # 108242 Email/Phone stave©asphaltspecialties.com 303-289-8555 steve@asphaltspeciailies.com 303-289-8555 Payment Date Payment Amount 06/04/2019 $224.39 Total: $224.39 6/7/2019 2:39:35PM Page 1 of 3 Inspections: Date Inspector Notes Final I 6!7!2019 2:39:35PM Page 2 of 3 Applied Date: Project Address: Disturbed Acres: Access Location: Description: Parcel Number: Owner Name: Owner Address: 06/04/2019 44.39 CR 6 east of CR 11 Grading for the construction retention facilities. Note that 146725100053-R8956949 Contacts: Business Asphalt Specialties Co. INC Asphalt Specialties Co. INC Type/Relationship Applicant Applicant Authorized Agent Authorized Agent Payment Summary: Receipt # Payment Method 110834 Check Comments: CR 6 east of CR 11 Inspections: Status: Issued Status Date: 06/07/2019 Expiration Date: 06/07/2020 Planning Case: USR16-0041 of shop building, asphalt plant, culvert, visual/noise berm, detention and issuance of this permit does not indicate approval of an access permit. Address 10100 Dallas Street Henderson. CO 80640 10100 Dallas Street Henderson. CO 80640 Payment Ref # 108242 Email/Phone steve@asphaltspecialties.com 303-289-8555 steve@asphaltspecialties.com 303-289-8555 Payment Date Payment Amount 06/04/2019 $224.39 Total: $224.39 Date Inspector Notes Final - 6/7/2019 2:39:35PM Page 3 of 3 a certified &))0 l and correct coFDY,..6 the prig,na1'.19:'Custody. ,f Ci�rk' t _ }V�ld c un y, ed :oI cr:o 4, S Deputy „ro�illtlli111 r, DISTRICT COURT, COUNTY OF WELD, STATE OF COLORADO 901 9th Avenue Greeley, Colorado 80631 IN THE MATTER OF THE NORTHERN COLORADO WATER CONSERVANCY DISTRICT DATE FILED: April 27, 2017 7:51 AM CASE NUMBER: 1937CV109454 • COURT USE ONLY A Case Number: 1937CV109454 Div.: I ORDER FOR CONDITIONAL INCLUSION OF LANDS WITHIN THE BOUNDARIES OF THE NORTHERN COLORADO WATER CONSERVANCY DISTRICT This matter conies on regularly before this Court on this 27th day of April, 2017, on the Motion of the Board of Directors of the Northern Colorado Water Conservancy District ("Northern Water") for an Order that the hereinafter described lands shall be conditionally included in Northern Water. The Court, having considered said Motion and being advised of the premises, finds as follows: 1. Pursuant to C.R.S. § 37-45-136(2), as amended, certain owners of land, Asphalt Specialties Co. Inc., Bramming Family Trust, Susan E. Talbot GST Trust, John E. Bramming Trust II, Mary Alice Bramming, Kathy Bramming Brim and Lisa Butts GST Trust ("Petitioners"), have filed with the Board of Directors of the District ("Board") a Petition in writing requesting that such lands be included within the District ("Petition"), which Petition described the tracts of land owned by the Petitioners and is acknowledged as conveyances of land are required to be acknowledged. 2. The Petitioners and the lands sought to be included are set forth in Exhibit 1 attached hereto and incorporated herein by reference. 3. The Secretary of the Board caused notice of filing of the Petition ("Notice") to be given and published in Weld County, Colorado, in which said lands are situated, which Notice stated the tiling of the Petition, the names of the Petitioners, descriptions of the lands to be included, and the request of the Petitioners, and notified all persons interested to appear at the office of the Board at the time stated in the Notice and to show cause in writing, if any, why the Petition should not be granted. James F. Hartmann Chief Judge, 19th Judicial District 4300103 !aims: 2F of3 , 23.00 05/08/2i517 1t:15 Al R Carly Koppe . Clark and Recorder. Weld County. CO 1114CsINFINVI N 110 N Sw11u 114 X1111 4. The Board, at the time and place so mentioned, proceeded to hear the Petition. No objections to the Petition were presented in writing or orally by any person, and the Board granted the Petition on certain conditions and made and filed herein its Order to that effect. 5, The Secretary of the Interior has assented in writing to such inclusion. WHEREUPON, THE COURT ORDERS that the said lands described in Exhibit 1 attached hereto, shall be and are included in the Northern Colorado Water Conservancy District, conditioned on future payment of all mill levies and assessments which are levied or which will be levied on other similarly situated lands in the Northern Colorado Water Conservancy District at the time of inclusion of Petitioners' lands. If such payments are not made on such equal basis with similarly situated existing lands, Petitioners' lands are subject to exclusion for noncompliance with this condition, if the payments are not otherwise made. DATED this 27th day of April, 2017. BY THE COURT: 2 NOTICE OF HEARING ON PETITION TO INCLUDE CERTAIN LANDS IN NORTHERN COLORADO WATER CONSERVANCY DISTRICT Notice is hereby given that a petition has been filed with the Board of Directors of Northern Colorado Water Conservancy District for inclusion within Northern Water of certain lands in Weld County hereinafter described and that the names of the Petitioners are: PETITIONER DESCRIPTION Asphalt Specialties Co., Inc. Bramming Family Trust Susan E. Talbot GST Trust John E. Bramming Trust II Mary Alice Bramming Kathy Bramming Brim Lisa Butts GST Trust A tract of land situated in Section 25, Township 1 North, Range 68 West of the 6'h P.M., County of Weld, State of Colorado described as Weld County Assessor's Parcel No. 146725000026 as desc. in Rec, #3169770, Rec. #2833396, Rec. #316977I, and Rec. #3579218. 1 17 Acres That in said petition, Petitioners pray for inclusion of the lands, hereinabove described, within Northern Colorado Water Conservancy District. All persons interested are hereby notified to appear before said Board of Directors at the office of Northern Water, 220 Water Avenue, Berthoud, Colorado on the 9" day of February A.D., 2017, at the hour of 9 a.m. and show cause in writing, if any they have, why said petition should not be granted. Published: January 25, 2017 February 1, 2017 February 8, 2017 Eric W. Wilkinson, Secretary 4300103- Pages: 3 of 3 135/18/2017 11:15 An R Fee: $23.0e Carly Kaaaes, Clark and Recorder, Wald County, Co WilLoli Ih till iliEsCRTEUQN Asphalt Specialties Co., Inc. Bramming Family Trust Susan E. Talbot GST Trust John E. Bramrning Trust 11 Mary Alice Bramming Kathy Bramrning Brim Lisa Butts GST Trust A tract of land situated in Section 25, Township I North, Range 68 West of the 6'" P.M., County of Weld, Slate of Colorado described as Weld County Assessor's Parcel No. 146725000026 as desc. in Rec. #3169770, Rec. #2833396, Rec. #3169771, and Rec, #3579218. Exhibit 1 3 117 Acres Northern Colorado Water Conservancy District 220 Water Avenue Berthoud, Colorado 80513 Phone 1.800-369-7246 •Fax 1.877-851-0018 www northemwater,org April 7, 2017 Mr. Daniel W. Hunt President Asphalt Specialties, Inc. 10100 Dallas Street Henderson, CO 80640 RE: Petition for Inclusion Dear Mr. Hunt The Board of Directors of Northern Colorado Water Conservancy District (Northern Water) approved your Petition for Inclusion on February 9, 2017. subject to the receipt of the Secretarial Assent from the United States Bureau of Reclamation (Reclamation). Because the Colorado -Big Thompson Project is a federal Reclamation Project. the Repayment Contract between Northern Water and Reclamation requires Secretarial Assent for all inclusions within Northern Water. On March 29, 2017, we received the Secretarial Assent from Reclamation for the inclusion of your parcel into the boundaries of Northern Water A copy of the Secretarial Assent is enclosed for your records. Please note that Paragraph 4 of the Secretarial Assent states that the parcel for inclusion will continue to be subject to all applicable federal laws and that you, as the landowner, will be responsible for any future compliance with these federal laws. The next step in your inclusion process is for Northern Water to submit a Motion to the Weld County District Court requesting issuance of an Order of Inclusion. This process usually takes between 90 to 120 days for the District Court to complete. After the Order of Inclusion has been issued by the Court you may have your tap installed. If you have any questions, please let me know. 1 can be reached by telephone at 970-622-2216 or my email is mconley@northernwater.org. Sincerely. YID Marilyn r :'rrley Inclusions Administrator me Enclosure cc: Mr. Gary Stillmunkes f IN REPLY REFER 70. EC -1310 United States Department of the Interior BUREAU OF RECLAMATION Great Plains Region Eastern Colorado Area Office 11056 West County Road 18E Loveland, CO 80537-971! NORTHERN COLORADO WATER CONSERVANCY DISTRICT WHEREAS, the Northern Colorado Water Conservancy District, organized and existing pursuant to the laws of the State of Colorado, has advised that petitions have been filed with the District Board of Directors as prescribed by the laws of the State of Colorado for changes in the boundaries of said District to include therein 117 acres for Asphalt Specialties Co. Inc., Bramming Family Trust, Susan E. Talbot GST Trust, John E. Bramming Trust II, Mary Alice Bramming, Kathy Bramming Brim, and Lisa Butts GST Trust within Weld County, Colorado; and, WHEREAS, the Northern Colorado Water Conservancy District has issued "Notice of Hearing" scheduled for February 09, 2017, on said petition for inclusion of lands and said "Notice of Nearing" specifically describes the lands to be considered for inclusion; and, WHEREAS, pursuant to the provisions of its contract of July 5, 1938, with the United States, the Northern Colorado Water Conservancy District, by letter dated February 09, 2017, has requested the Secretary of the Interior to assent to the changes in the boundaries of said District as proposed in the petition aforementioned; and, WHEREAS, lands associated with the inclusion continue to be subject to all applicable federal laws. Landowners are responsible for any future compliance associated with, including but not limited, to the Federal Endangered Species Act, Clean Water Act, and Clean Air Act. NOW, THEREFORE, having been fully advised in the premises and pursuant to the authority vested in me by the Secretary of the Interior and the Commissioner of the Bureau of Reclamation, 1 do hereby assent to the changes in the boundaries of the Northern Colorado Water Conservancy District to include the land described in the aforementioned "Notice of Hearing," copies of which are attached hereto and made a part hereof. Dated at Loveland, Colorado, this -. day of . 2017 J line Snortland /Area Manager Eastern Colorado Area Office CENTRAL WELD COUNTY WATER DISTRICT May 19, 2016 C A i L ETY - O PIR�Iit : V`t .'�~ Asphalt Specialties 10100 Dallas Street Henderson, CO 80640 RE: Water Service Dear Mr. Stillmunkes: This letter is in response to your request for water service to serve the following property described as follows: - N 120A NE 74 and Part E V2 NW 'A E of RR & S of Bull Can Exc UPRR Res of Section 25, Township I North, Range 68 West of the 6m P.M., County of Weld, State of Colorado. Parcel #146725000026 Submitted herewith are the costs for infrastructure and setting a 3" meter with a 760' line extension at Weld Co. Rd. 6 between 11 & 13: 3" Meter S CIF Rebate $ Line Extension S Total Due S Before proceeding with the infrastructure, the above "Total Due" will have to be paid in advance, and the appropriate documentation completed for your application for water service. The District requires a 30 day notice for a tap installation. The cost estimate and availability of service is good for 30 days. A District approved reduced pressure back flow device will be required prior to entry to your system. Please note that it is your responsibility to contact Northern Colorado Water Conservancy District at 8003369-7246 for petitioning confirmation into the Northern Colorado Water Conservancy District. Central Weld cannot issue a tap until all requirements are satrsfled This is in accordance with the Rules and Regulations of Northern Colorado Water Conservancy District: A water tap installation is for a specific parcel of property and in no case will a customer be permitted to extend a service line from one parcel or property to another parcel to provide additional water service. The District has the right to review the annual allotment and compare it to actual usage to determine if additional raw water will be purchased and transferred to the District by Tap Holder. New service will have to meet the criteria stated in the Water Shortage Contingency Plan adopted by the Board on June 20, 2002. Due to the rapid cost increase of raw water, existing tap fees may not apply for water service to this property. The District will not notify, by separate letter, any prospective landowners or land purchasers of tap fee or line extension cost increases. Pursuant to District policy, the Tap Fee and/or Capital Improvement Fee will have to be paid in advance to the District by the prospective customer. If you have any questions regarding the above, please contact this office. Sincerely, CENTRAL WELD COITNTY WATER DISTRICT • /_`-..C"'G'-'tom -- - Stan ,inkci, I]i-saiManager SL/rg 2235 2nd Avenue • Greeley, Colorado 80631 • Phone (970) 352-1284 • Fax (970) 353-5865 WATER SUPPLY INFORMATION SUMMARY Section 30.20-133.EdI. C.R.S. requires that the applicant submit to the County/Adequate evidence that a water supply that is sufficient in tame of quentity, quality and depertdsbiiity will be available to ensure an adequate .apply of water. 1. NAME OF DEVELOPMENT AS PROPOSED \ Pr --X.7__ PlQ �''' f )p lit 2. LAND USE ACTION i 1 V tie ( - L.$''W-4 3. NAME OF EXISTING PARCEL AS RECORDED SUBDIVISION FILING BLOCK LOT 4. TOTAL ACREAGE '?11.7 Ad G. NUMBER OF LOTS PROPOSED Z PLAT MAP ENCLOSED,'f YES B. PARCEL HISTORY • Please attach A. Was parcel recorded with county prior B. Hes the parcel ever been port of a If yes. describe the preyiaus action copies of deeds, plats or other evidence or documentation. i,.. R a 4 ;; n to June 1, 1972? IR YES 0 NO division of land action since June 1, 1972? O YES j8! NO - - — 7. LOCATION OF PARCEL - Include a map delniatinu the project arse and tie to a section corner. . br. to 114 OF N NIJ 114 SECTION "2-5__ TOWNSHIP 1-- MIN ❑ S RANGE LS DE IN W 'C2. PRINCIPAL MERIDIAN: ca 6TH O N.M. 0 UTE O COSTILLA 8. PLAT - Location of all wells on property must be plotted and permit numbers provided. I A Surveyors phi 0 Yes O No If not, scaled hand drawn sketch O Yes ❑ No 9. ESTIMATED WATER REQUIREMENTS - GalIona per Uq or Acre Fat per You HOUSEHOLD USE G of units GPD AF ' 10. WATER SUPPLY SOURCE t T iyi........................ ❑ NEW WELLS - rnor° axon . PM OK o eccueac O acre? awriof a urrWet DAM ON O LOW WPM ❑ WM CIAM PI o uaAIIME Fox Inca a oeresc a oeCa<e O OTuel • EXISTING • DEVELOPED WELLS SPRING WELL PERMIT NUMBERS COMMERCIAL USE /I 6`F e.$ 3_ t 35O 6F1 IRRIGATION N of acres GPD AF WATER COURT DECREE CASE NO.'S O MUNICIPAL STOCK WATERING d` of head OTHER - GPO AF GPO AF O ASSOCIATION 0 COMPANY ❑ DISTRICT NAME TOTAL _ - GPD AF _ LETTER OF COMMITMENT FOR SERVICE ❑ YES ❑ NO 11. ENGINEER'S WATER SUPPLY REPORT 0 YES f$) NO IF YES, PLEASE FORWARD WITH THIS FORM. tThie m'y be maim' Warr our review 4 completed) 12. TYPE OF SEWAGE DISPOSAL SYSTEM Dli SEPTIC TANKILEACH FIELD 0 CENTRAL SYSTEM ❑ VAULT - LOCATION of enainrwfed deetO 0 OTHER - DISTRICT NAME SEWAGE HAULED TO • LAGOON O ENGINEERED SYSTEM %AINAA a copy -is 323fo TAP FEE AGREEMENT -Li IIN AC&EEMENT,made and tree red into us day of . 21! J tiy and between the CENTRAL WELD COUNTY WATER DISTRICT, hereinafter called the District, and Hunt Brothers l'topsflicslne hereinafter called Customer, W rINESSETH: WHEREAS, District has been organized as a legal body and is known as the Central Weld County Water District. and WHEREAS, Customers are taxpaying electors within said District, or desiring to join said District, and, WHEREAS, Customers are desirous of acquiring one water tap of f_d inches in diameter from the said District. *Annual Allotment 450,000 gallons 'Surcharge SI.00/TH NOW, THEREFORE, in consideration of the premises find the terms of this agreement, it is mutually agreed as Ibllows: I. Customer woes to pay the tap fee ofS 39.150,00 Thirty Nine Thaysand One Hundred Efts, St Roil O0 Dollars 2. The description of the premises for which this tap is being purdtased is as follows: PT NE4/E2NW4 25168 E OF RR AND S OF BULL CANAL EXC COMM E4 COR N00D25W 1017.12 S89D34W 30 TO POB THENCE ALNG CURVE L 93.01 (R=2930 CH=N01D19W) NO2D14W 1165 THENCE ALNG CURVE R 97.45 (R=3070 CH=N0ID19W) N00D25W 254.11 N89O40E 40 8001325E 1608.89 TO FOB ALSO EXC UPRR RES Parcel #146725100004 3. This agreement, when approved by the Board of Directors, shall become a legal and binding contract upon all parties hereto. 4. Customer further agrees to execute any and all easements needed by District at no expense to District. across Customer's property for the purpose of Installing the District s service line and meter pee constructed by District District shalt be responsible for restoring surlice area back to reasonable condition al District coal. S. It is further mutually agreed that this agreement shall extend to and be binding upon the heirs, executors, administrators and assigns of the panics hemo. 6. Customer further agrees 10 the following special provisions CIF Rebate . additional $9,000,00 Line Extension " additional S119,100.00 7. Customer further agrees to abide by the rates established and the rules and regulations of the District. S. Customers are not perminW to resell water received from the District. A water lap installation is for a specific parcel of property and in no case will a customer be permitted to eared a service line from one peed or property to another parcel to provide additional water service. Customers may be permitted to provide water service to a second and additional residence on the same parcel of properly from one wales tap with Board approval. One water tap may serve a second or additional residence providing Mal there is only one owner involved and one specific parcel of property. A monthly surcharge for melt dwelling and/or business unit shall be paid in addition to the regular rale schedule. Water service whidi involves two or more residences on the same water tap generally mess that both pressures and flows ire inadequate during the periods of peek usage. The District's responsibility ends at the enmornees side of the meter yoke in the meter pit and poor prunes or flows attributed to the second residences are the responsibility of the customer. Once a customers water service has been designated as having an additional residence involved and a dwelling and/or business unit charge has been assessed to the account, the dwelling and/or business unit charge will remain on the account indefinitely, regardless of whether the additional residences are occupied or not. No refunds for duelline andror business unit chances will be inert 1 In the event that the additional residence has been removed from the properly, or the water service line has been per maserly disconnected to the addhional residence, the customer may request Chet the dwelling ud/or business unit charge be removed non their account. This request must be it writing, stating the circmt srncca involved, and will be addressed by the Board at the next regular scheduled meeting. The customer will then be advised of the Board's decision in writing. in the event that the parcel of property involving additional rssiderrccs is sold, so that the "one owner - one property" rule Is violated, a second water tap will have to be purchased to save the additional residence. 9. Customer agrees to pay any and all charges bereltafltr levied by said District for said laps and to abide by all regulations adopted by said District. The District has the right to review the amoral allotment and compare it to actual usage to determine if additional raw water will be purchased and bunsferred to the District by Customer. IN WITNESS WHEREOF, the parties hereto have hereunto and hae nder set their signatures the day aid year first herekrbove PAWL CUSTOMER SIGNATi URE .. _.. -_ . r COUNT i W _ RC Huard lrtxhers Prnusrlics. l4s: 6Y Authorized Representative Revised 4/24/2014 ATTEST �1 * 32 TAP FEE AGREEMENT /J THIS AGREEMENT, mode and entered into this day of t R . 20 ,' , by and between the CENTRAL WELD COUNTY WATER DISTRICT, la rhea called the District, and Hi en BrothersYronaties Inc hereinafter called Customer, WITNESSETH: WHEREAS, District has been organized as a legal body and is known as the Camel Weld County Water District. and WHEREAS, Customers are taxpaying electors within said District, or desiring to join said District, and, WHEREAS, Customers are desirous of acquiring one water tap of _incites in dimuta from the said District. *Annual Allotment - 450,000 gallons *Surcharge - $1.00/TH NOW. THEREFORE, it cuaidetatime of the premises and the tams of this agreement, it is mutually agreed as followe I. Customer agree to pay the tap fee of S 39.150.00 Thirty Nine Mooned One Hushed Fife & Noll 00 Dollars 2. The description of the premises for which this tap is being punch ned is as follows PT NE4/E2NW4 25 1 68 E OF RR AND S OF BULL CANAL EXC COMM E4 COR NOOD25W 1017.12 S89O34W 30 TO POB THENCE ALNG CURVE L 93.01 (R•2930 CH=N01 D19W) NO2D14W 1165 THENCE ALNG CURVE R 97.45 (R■3070 CHnN01 D19W) NOOD25W 254.11 N89D40E 40 S00D25E 1608.89 TO POE ALSO EXC UPRR RES Pastel #146725100004 3. This agreement, when approved by the Board of Directors, shall humane a legal and binding contract upon all pussies hereto. 4. Customer further agrees to execute any and all easements needed by District at no expense to District, across Customer's property for the purpose of ttutallmg the District's service line and meter pit constructed by District. District shall be ropewalk for restoring surface area tack to reasonable condition at District cost. 5. It is Rather mutually agreed that this agreement shall extend to and be binding upon the helm, executors, administrators and assigns of the parties ham. 6. Araomer Risher mimes to the following special provisimtn CIF Rabat.. addltirnd $9,000.00 Line Extension = additional S119,100.00 7. Customer further agrees to abide by the rates established and the rules and regulations of the District g. Customers are not permitted to resell water received from the District A water tap installation is fora specific parcel of property and in no case will a customer be permitted to cxland a service line from one parcel or property to another parcels) provide additional water service. Costumers may be permitted to provide water service to a second and additional residence on the same pared of property from one wrier tap with Board approval. One water lap may sea a second or additional residence providing that there is only one owner involved and one specific parcel of property. A monthly snrcisrge for each dwelling and/or laminae wit shall be paid in addition to the regular rate schedule Water service which involves two or more residences em the same water tap generally means that both pressures and flows are inadequate during the periods of peak temge. The District's responsibility ends an the cusaoirx's side of the meter yoke in the meter pit and poor pressures or flows atrkuted to the sewed residences me the responsibility of the customer. Once a customer's wales service has been designated as having an additional residence involved and a dwelling and/or business mail charge has been assessed to the account, the dwelling and/or business unit cheep will tewain on the account indefinitely, regardless of whether the additional residences are occupied or not No refunds for dwellira mace business unit chances will be ean1eg. In the event that the additional =dm= bee been removed from the property, or the water service line has been pasranendy discartmeclat to the additional residence, the customer may request that the dwelling and/or business unit charge be removed from their account. This request resist be in writing, sating the circumstances involved. and will be addicssed by the Board at the next regular scheduled meeting. The customer will then be advised of the Board's decision in writing. In the event that the parcel of property 'aw olvi ng additional residences is sold, so that the 'one owner - one property' rule is violated, a second water tap will have to be purchased to save the additional residence. 9. Customer agrees to pay any and all charges hereinafter levied by said District for said taps and to abide by all regmletiorrs adopted by said District The District has the right to review the anrral allotment and compare it to actual usage a to determine if additional raw water win be purchased and nansfened to the District by Customer. IN WITNESS WHEREOF, the parties hereto have hereunto and hereunder set their signatures the day and year first hereinabove written. CUSTOM NATURE Authorized Representative Revised 4124/2014 WELD COUNTY GRADING PERMIT PUBLIC WORKS DEPARTMENT 1111 H STREET GREELEY, CO 80631 PHONE: (970) 400.3750 Permit Number: GRD19-0028 Issuance of this Grading Permit binds Permit Holder and its Contractors to all requirements, provisions, and ordinances of Weld County, Colorado. The Permit Holder is required to call for inspections at the completion of Grading. Intermittent inspections may occur without notification and prior to the request for final inspection. The Permit Holder shall have this issued Grading Permit available onsite for the inspector. Grading Permits are not transferable. Italicized words within this Grading Permit correspond to defined terms contained in Weld County Code Chapter 8, Article XII. As a condition of issuance of this Grading Permit, Permit Holder acknowledges that in the case where this Grading Permit is issued prior to the final approval of any required land use application and/or prior to the satisfaction by Permit Holder of the terms and conditions of any approved land use application, all work conducted pursuant to this Grading Permit is at the sole risk and responsibility of Permit Holder, its officers, employees, subcontractors, Contractors, and agents. Issuance of this Grading Permit in no way represents or implies that Weld County, its officers, employees, departments, or boards and commissions will approve, or favor approval of, any pending land use application made by Permit Holder. As a condition of issuance of this Grading Permit, Permit Holder, its agents, employees, subcontractors, contractors and assigns hereby agree to hold Weld County, Colorado, the agencies thereof and their officers and employees harmless from any and all loss and damage or any claims which may arise out of, or be connected with, the construction within the area covered by this Grading Permit; excluding any such loss and damage or any claims (including consequential damages) which may be caused solely by the negligence of Weld County, the agencies thereof or its officers and employees. Not Begin Site Grading Until All Erosion Contol Measures Are in Place Per The Accepted Grading Plans. Applied Date: 06/04/2019 Project Address: Disturbed Acres: 44.39 Access Location: CR 6 east of CR 11 Status: Status Date: Expiration Date: Planning Case: Job Description: Grading for the construction of shop building, asphalt plant, culvert, visual/noise berm, detention and retention facilities. Note that issuance of this permit does not indicate approval of an access permit. Parcel Number 146725100052-R8956947 Owner Name: Owner Address: Contacts: Business Asphalt Specialties Co. INC Asphalt Specialties Co. INC Tvoe/Relationship Applicant Applicant Authorized Agent Authorized Agent Payment Summary: Receipt # Payment Method 110634 Check mments: 6east ofCR11 Address 10100 Dallas Street Henderson. CO 80640 10100 Dallas Street Henderson. CO 80640 Payment Ref # 108242 Issued 06/07/2019 06/07/2020 USR16-0041 Email/Phone steve@asphaltspeciaities.com 303-289-6555 steve©asphaltspecialties.com 303-289-8555 Payment Date Payment Amount 06104/2019 $224.39 Total: $224.39 6/7/2019 2:39:35PM Page 1 of 3 Inspections: Date Inspector Notes Final i 6/7/2019 2:39:35PM Page 2 of 3 Applied Date: 06/04/2019 Project Address: Disturbed Acres: 44.3g Access Location: CR 6 east of CR 11 Status: Status Date: Expiration Date: Planning Case: Description: Grading for the construction of shop building, asphalt plant, culvert, visual/noise berm, detention and retention facilities. Note that issuance of this permit does not indicate approval of an access permit. Parcel Number: 146725100053-R8956949 Owner Name: Owner Address: Contacts: Business Asphalt Specialties Co. INC Asphalt Specialties Co. INC Tvoe/Relationship Applicant Applicant Authorized Agent Authorized Agent Address 10100 Dallas Street Henderson. CO 80640 10100 Dallas Street Henderson. Co 80640 Payment Summary: Receipt # Payment Method Payment Ref # 110634 Check 108242 Comments: CR 6 east of CR 11 Inspections: Issued 06/07/2019 06/07/2020 USR16-O041 Email/Phone steve©asphaitspecialties.com 303-289-8555 steve@asphattspeciaities.com 303-289-8555 Payment Date Payment Amount 06/0412019 $224.39 Total: $224.39 Date Inspector Notes Final I 6/7/2019 2:39:35PM Page 3 of 3 DEED OF DEDICATION FOR PUBLIC ROAD RIGHT-OF-WAY THIS DEED, made this 7th day of June, 2019, between Hunt Brothers Properties, Inc., (referred to herein as "Grantor", whether one or more), whose legal address is 10100 Dallas Street, Henderson, CO 80640, and the County of Weld, a body corporate and politic of the State of Colorado, through its Board of County Commissioners (referred to herein as "Grantee"), whose legal address is 1150 "O" Street, Greeley, Colorado 80631: WITNESSETH: That Grantor, for and in consideration of payment made by Grantee, the receipt and sufficiency of which is hereby acknowledged, does, pursuant to Colorado Revised Statute §43-2- 201(1)(a), hereby dedicate and convey forever unto Grantee for use as a Public Road Right -of Way, that real property lying and being in the County of Weld, State of Colorado, to wit: The real property described and depicted on the attached Exhibit. EXCEPTING oil, gas, hydrocarbons, and mineral leases, liens, encumbrances, rights -of -way, easements and utilities thereto existing or of record, and RESERVING unto Grantor the mineral estate under said property, including oil, gas, hydrocarbons and any and all water rights including non -tributary and not non -tributary water currently attached to, upon, under, or associated with said property, except as required to sustain the integrity of the Public Highway. GRANTOR: Daniel W. Hunt President STATE OF COLORADO COUNTY OF ADAMS ) ss. The foregoing instrument was acknowledged before me this 7`h day of June, 2019 by Drt e 1 w Nu .r± Witness my hand and official seal. tary Public JAN NELSON NOTARY NIBUC STATE OF COLORADO NOTARY ID 19994030527 MY MUSS0N EXPIRESAFRIL 27, 20 ACCEPTANCE The County of Weld, by and through its Board of County Commissioners, hereby accepts the above dedication of property as a Public Highway (Public Right -of -Way) pursuant to C.R.S. §43-2-201(I )(a). Dated this day of , 2018. Chair, Board of County Commissioners *No Deed of Dedication is valid until accepted by the Board of County Commissioners pursuant to C.R.S. 43-2-201(1)(a). [Legal Description TBD] *No Deed of Dedication is valid until accepted by the Board of County Commissioners pursuant to C.R.S. 43-2-201(1)(a). A PARCEL OF LAND LOCATED IN THE NORTHEAST 114 OF SECTION 25, TOWNSHIP 1 NORTH, RANGE 68 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO, DESCRIBED AS FOLLOWS: CONSIDERING THE NORTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 25 TO BEAR SOUTH 89°40'37" WEST, AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO; COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF SAID SECTION 25; THENCE NORTH 89°40'37" EAST, COINCIDENT WITH THE NORTH LINE OF THE NORTHEAST 114 OF SAID SECTION 25, A DISTANCE OF 19.70 FEET TO THE NORTHWEST CORNER OF LOT A, 2ND CORRECTED RECORDED EXEMPTION NO. 1467- 25-1 RECX16-O183 AND THE EASTERLY RIGHT-OF-WAY LINE OF THE BULL CANAL AS DESCRIBED IN DEED RECORDED DECEMBER 11, 1914 AS RECEPTION NO. 208153 IN THE RECORDS OF THE CLERK AND RECORDER FOR WELD COUNTY, COLORADO AND THE BEGINNING OF A NON -TANGENT CURVE, CONCAVE TO THE EAST, HAVING A RADIUS OF 79.91 FEET AND A CENTRAL ANGLE OF 40°06'03", WHOSE CHORD BEARS SOUTH 23°49'20" WEST, A DISTANCE OF 54.79 FEET; THENCE SOUTHERLY COINCIDENT WITH SAID EASTERLY RIGHT-OF-WAY LINE AND ALONG THE ARC OF SAID CURVE, A DISTANCE OF 55.93 FEET TO A POINT LYING 50.00 FEET SOUTHERLY FROM THE NORTH LINE OF THE NORTHEAST 114 OF SAID SECTION 25; THENCE NORTH 89°40'37" EAST, PARALLE WITH AND 50.00 FEET SOUTHERLY FROM THE NORTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 25, A DISTANCE OF 1474.70 FEET; THENCE NORTH 00°19'23" WEST, A DISTANCE OF 10.00 FEET TO A POINT LYING 40.00 FEET SOUTHERLY FROM THE NORTH LINE OF THE NORTHEAST 114 OF SAID SECTION 25; THENCE NORTH 89°40'37" EAST, PARALLE WITH AND 40.00 FEET SOUTHERLY FROM THE NORTH LINE OF THE NORTHEAST 114 OF SAID SECTION 25, A DISTANCE OF 1093.12 FEET TO THE WEST RIGHT-OF-WAY LINE OF COUNTY ROAD NO. 13 AS DESCRIBED IN DEED RECORDED OCTOBER 20, 2004 AS RECEPTION NO. 3229333 IN THE RECORDS OF THE CLERK AND RECORDER FOR WELD COUNTY, COLORADO; THENCE NORTH 00°25'23" WEST, COINCIDENT WITH SAID WEST RIGHT-OF-WAY LINE, A DISTANCE OF 40.00 FEET TO THE NORTH LINE OF THE NORTHEAST 114 OF SAID SECTION 25; THENCE SOUTH 89°40'37" WEST, COINCIDENT WITH SAID NORTH LINE, A DISTANCE OF 2545.33 FEET TO THE TRUE POINT OF BEGINNING. SAID PARCEL CONTAINS 2.69 ACRES, MORE OR LESS. PREPARED BY: CURTIS D. HOOS, PLS 37971 FOR AND ON BEHALF OF: AMERICAN WEST LAND SURVEYING CO. BRIGHTON, CO 80601 I 'EXHIBIT A' POINT OF COMMENCEMENT) NW COR. NE 1/4, SEC. 25 T 1 N, R 68 W, FOUND 3/4" REBAR WITH 2" ALUMINUM CAP, PLS 25937 IN MONUMENT BOX. NE COR. NE 1/4, SEC. 25, T 1 N, R 66 W, FOUND 3/4" REBAR WITH 2 1/2" ALUMINUM CAP, PLS 24305 IN MONUMENT BOX. TRUE POINT OF BEGINNI Sg9'40'37"W 2635.03' (BASIS OF BEARINGS) ,9.7D Ca/ J. /fl A97/.//17/5//C2/ coo cc 2ND CORRECTED RECX16-0183 UNE RADIUS 79.91' ARC DELTA CHORD BEARING CHORD 54.79' Cl 55.93' 40'06'03" 523'49'20"W UNE BEARING DISTANCE L1 N89'40'37"E 1474.70' _ L2 NO0' 19' 23"W 10.00' ' L3 N89'40'37"E 1093.12' L4 NOIT25'23"W 40.00' L5 S89'40'37"W 2545.33' 0 z COUNTY ROAD 0 200 400 NOTE: THIS DRAWING IS MEANT TO DEPICT THE ATTACHED DESCRIPTION AND IS FOR INFORMATIONAL PURPOSES ONLY. IT DOES NOT REPRESENT A MONUMENTED LAND SURVEY. NOTE THIS SURVEY DOES NOT CONSTIT1J E A TITLE SEARCH BY AMERICAN WEST LAND SURVEYING CO. TO DETERMINE OWNERSHIP, RIGHTS -OF -WAY OR EASEMENTS OF RECORD. LEGEND: ALIQUOT MONUMENT AS NOTED. DRAWN BY: CDH FIELD: CDH PARCEL NO. 146725100053 PARCEL NO. 146725100054 IHUNT BROTHERS PROPERTIES, INC. JUNE 17, 2019 PAGE 2 OF 2 a r e Co. A0dombift"ling PQ Bcrc 129. Brighton. CO 60601 * P 30X8060-1532 F 303-066-0676 .COM R ELM 11.08 1.00 { —.-- W20.1.A 31A:1 REDIRECT TAPER MK 0.9&2210.00 0-1 SHOULDER WRIES (6Z 113 137) — OURING TEMPORARY STRIPING TTRIF▪ 1 - CONDITIONS - — w w w 1 51.5:1 TR 45I11ON TAPER • a29' HUMTBROTHERS PROPERTIES NC. PARCEL NO. 145723030030 SIGN AND $17605G RE'Y: LINE LEE: WRITTE (WOE BROKEN (M..) EOM UNE: WWI WOE SOLID (TYP ) — CENTERLINE DOUBLE YELL08ra. WIDE SOLO PAWED MEDIAN: DOUBLE Y IOW 4' WIDE SOLID CIMMELIENG LINE WRITE r WOE 50.0 m STOP BAR: T EfRM0 R.ASTC WF81E 21' WIDE BOLO 37 STOP SION (ITT -1) 2, 3P LEFT LADE ED08 MERLE RNOIWT SION (WA 21-) {� SC WAS MOVE SON (V444) m WRIGHT LANE MOST TURN RIGHT $ION IKRS7R) ® RIGHT TURN ARROW PREFORMED TiERMO PLASTIC a) LEFT T1204 ARROW. PREFORMED THERMO PLASTIC ® MERGE wow: PREFORMED T EWO PLASTIC BULL CANAL w 600 SIOUALVUE PARCEL N0.14t2443W03 DEFLECTION PONT TO TRANSITION TO EOSTING CENTER LANIr ® ETA 8«5216 12420 p0 NOTES 1. ASPHALT WIDENING MUST BE COLPLETLO BEFORE EARNER B PETALLED TO PRDYIOE A SOLO SURFACE FOR BAR 6925$. 2ALL DEVICES WALL CONFORM TO MUTCO 3'TANDAfES. 3. THIS MIT B SUBJECT TO FEU] MOMENTS_ 4. RE BCE CULVERT IB ANTICIPATED TO LAST 15.16 WORIONG DAYS. S THIS MIT PLAN 4ACCEPT ARE FOR OVERNIGHT PROTECTION. 6. SEE DIBTADIOES SHOWN ON PLANS FORAPPROWIL 7. NEW ASPHALTSURFACE MUST SE TEMPORARY STRIPED MATH TEMPORARY LANE COMMONS. TEMPORARY STTFING SHALL BE MAINTAINED BY TIE CONTRACTOR I AFTER RE BOX COMMON IS COMPLETED, TIE TEMPORARY STRIPING SHALL BE COMPLETELY REMOVE] BEFORE THE PE MARBIT STRIPNO E INSTALLED. IF TRH! TEMPORARY STRIPING LEAVES AN UNSUITABLE SURFACE AS DEE ARED STREW COUNTY, THE CONTRACTOR MAY MED TO FOG SEAL THE ROAD BEFORE FINAL STRIPER L ALL TRAFFIC AFO ROAD WORM SRRD18 !WALL BE MOUNTED ON PE BIANENT POST. SP® LEST • $6 MPH Rog in SPEED LEST - SS NPR (WLCRADO BL1A-) BARREL SPACING • 40 ON TAPER (MAIL) BARER. SPACING • 60 ON TANGENT (MAX.) TAPER LENGTH -107' SHOULDER TAPER (16.) TAPER LEITH • 100 FLAGOER TAPER MAXI TABULATOR _u='i E• �:Iu1�LI_:1FF t`•L .�••:: .':-j'..s—tom Fps==Pi.'li<:L•:.7 S».>• r© 60' STRIP FOR RE EAST ERW4CN Of THE SAL DITCH CANAL BOOR 406, PAGE 283. .59.90.13117.51'(1) A: 0.93.7616.1$' (R) e CWT. 12 THROUGH LANE 44-7 THRU LAW u u 12.5655124W A 1040011 24.00 {) ETA 12.56.72136.00 TART TAPER 4022' 6PRO.W. ACCELERATION LANE = Mt A: 13.1194 l09T (L4 WANT BROTMER3 PROPERTIES NC. PARCEL NO_ 140723100033 3+00 1 BEG IR111G OF DESIGN AUGMENT N 120406224 E 316312226 ip ALIGNMENT CONTROL LITE (w(9t 0 CROWN) SECTION LSE smsins 118$16 YUE PARCEL MO. 14672140001S 11$TA1547112i ®STA. 15471 22 1 3800 aSTA 1548123!4100 (R A REDREATONAL STORAGE SOLUTIONS 2 LLC PARCEL NO. 11072OEBO$ ▪ x +Y OE BETWEEN TRAVEL W — , LME A CI EDGE OF --- CULVERT MM. STA, 04359610.68 (E a — STA 0.36.99111,32 (8) TEMPORARY SHOWING TO ▪ FOLLOW FJOSTING COND/710149—� UNTL STA. 3.2327 - lMB{Tl 0 COOT 3430.2 BARTERS 2 SOUTH OF TRAVEL WEE STRIPE OE41) 0 LF C00734N6.14 PRECAST CONCRETE BARRIER 2 SOUTH OF TRAVEL IRE STRIPE AT E%IBTNG BOX CULVERT BARRE R TO TAPER AWAY FROM ROAD TO CLEAR ZONE- BARRIER Omen BOX CULVERT MUST BE PUIED TO THE OROURD DECELERATION LADE • 372 375 777-0100 TOTAL} 516) 11% "MAO - - __.. iYB1N06151EF r a* Nu IOOOY 114Y- y-. E0EEEI_ ... EE 6AYf?MI 3YS i₹ _ E 17Apq g�WW 2905 L• LR1VE..__ 0110 ORATE .--------- _ FUTURE RIVE ■ `rFa AIW 01 °flraro�rw°° °6 aE a a - - a -1e 0 E 5110 I1- 5140 'IL 1p ®STA? 16451.10 (73.90' (R aSTA:1s.3622 r 101.0T Knew what's below. Call Won you dig. { ATYR0MAL8' • ark Ia476.77l0.W (µ ®a} ETA 10176b3112(tl'(RT _ TA 16+N25! 600 (Rl 4) BTII' 1aN6.W ! 12.31• RL) 17100 15.06 WRC 8��, • A 3.23.2710a21µ®—_ I _ N1 All GM SETS 1251060.06 E 21805196 t!+•.�:V;'?<:.:A' 3.00 I - SDK DU (9541) 9 COOT 3400-2 BARRELS -7 SOUTH OF TRAYS. LANE STRIPE (941) 3 coo? 643(1.2 BARRELS EACH SIDE OF OWING IRRIGATION DITCH ENTRANCE I 850 A: 17.4134!2190 MOD 16.0300 t 7401' TR) A 11.77.02.I 73.07 011 STA: I6.5290!7220 OR) a) A 10.7621 r 6097 0A)® Elk 16.76.231101.17 my aspire DATE PAR LEFT TURN UNE• 670-1- 0 S DEFLECTION POET 557.Y+F— REVISIOMB T RaD DO(BOYSIr•TIN 0620'2018 2 MISCOUNT O0YBOM 061ON20II 3 4 S 6 7 6 f 0 PARAGON ENGINEERING CONSULTANTS, INC. 7362 SOUTH ELATI STREET. SURE 101 UTTLET0N, CO 00120 303.794.3004 ASPHALT SPECIALTIES WELD COUNTY ROAD 6 EASE OF WELD COUNTY ROAD 11 OE$IGD6 TAG WAWA. JAW MHTP5 DATE. 8612016 PROJECT NO: [SCALE: 1- • aQ 17.011 SHEET 1 30 I i I SHOP. I. VUE PARCEL NO. 14572440001B 4,5041505 (640' 1W 0 161:1 TAPER • 222 MESSAGE BOARD FOR SOUTH BOUND MR 1310 ADVISE TRAFFIC ABOUT VCR I WORKMATE. 4480 SOLAR MESSAGE CENTER 0 4AP 52-1 ■ A 2N5614 'ILIAC (Rig) EXIST. TY TRAVEL LANE AmicirstizACMNIMIENNIF5' 20.50 --_. '_ -- 27+x-i?F,f1. `! '12'.x.'' R9 YFT �t.� �h4S 4.ihTi.'A,=L3 •�� 4404474.. T557.1' 120 STA 22*98M 71250 HUNT BROTFERS PROPERTIES INC. PARCEL NO. 146725100008 NOTES: A 23+3953124-02(R)CD 1. ASPHALT SODDING MUST BE COMPLETED BEFORE BARfRER IS NBTALLE) TO PROVOS A SOLO SURFACE FOR BAAfiERB, 2. ALL- DEVICES SHALL COMFORT.. TO NIWTC3 STANGARDB. 3. THIS MOT I$ BUB.ECT TO FELD ADJUSTMENTS. 4. THE BOX CULVERT IS ANTICIPATE) TO LAST 10 -IS MONODIC DAYS. 5. THIS T64T PLAN E ACGEPTAISLE FOR OVERMGHT PROTECTION. 6. 7. LAZE CONOTTIOINB. TEMPORARY STRIPING SHALL BE M IATIUIIED BY TIE CONTRACTOR. t AFTER TI -S SCR EXTENSION IS COLOLETED, TIE TEMPORARY STRUNG SMALL SE COMPLETELY REMOVED BEFORE THE PSININ ENT 0156PRG IS INSTALLED. IF THE TEMPORARY STRPNG LEAVES AM UMSIRTABLE 0I. 458. AS DETERIMED EY WED COUNTY. THE CONTRACTOR MAY NEED TO FOG SEAL THE ROAD BEFORE FINAL STRUNG. SEE DISTANCES SHOWN ON PLANS FOR APPROVAL 14 W A$PNUILT SURFACE MUST SE TEMPORARY STRPEO WITH TEMPORARY '1:, 29.00 LAME.:•.. .___..... 01318 25.9511704,0 1 55:1 REOFECT TAPER = 650 SPEED LIMIT =55 MPH (WARE SPEED LAST =56 MPH (COLORADO BLVD.] BARREL SPACING =40 ON TAPER (MIAX.) BA RRE. SPAONQ s WC ON TANGENT WI-) TAPER LENGTH .1s7' EH011LOERTAPER 0444.) TAPER LENGTH = ISO RAWER TAPER 344,X) TODD' • MAY NEED TO USE 300 SIGN SPACING STA 26+89 11 /12_75' 0I END Of DESIGN ALIGNMENT H 1254073.2$ E 2166116.11 WRC 6 SOU 450 200 O6 -BAP R2.1 REASIONS I WELD COSRTSUSETTL 0512020/9 2 VELD COUNTY COMERS 06101!010 3 4 S TYPICAL SIGN PLACEMENT MOT TO SCALE Knew whirs below. Call before you trig, 40I PARAGON ENGINEERING CONSULTANTS, INC. 7852 SOUTH EL ATI STREET, SUITE 101 LITTLETON, CO 80120 303-794-8804 ASPHALT SPECIALTIES WELD COUNTY ROAD 6 EASE OF WELD COUNTY ROAD 11 MHT 55 4. ALL TRAFFIC MO ROAD WORM 5,4554 $HALL E MGLNTEO ON PER WEN T POST. OESNW: TAD DRAWN: JAW DATE 1,2016 PROJECT NO: !SALE, 174114 I.=O. SHEET 2 WELD COUNTY ROAD 6 EAST OF WELD COUNTY ROAD 11 if:Uabs2017 Projects4t 7-0t4 A. GENERAL CONSTRUCTION NOTES LOCATED IN THE NORTHWEST 1/4 OF SECTION 25, AND THE SOUTHWEST 1/4 OF SECTION 24, TOWNSHIP 1 NORTH, RANGE 68 WEST OF THE 6TH P.M. COUNTY OF WELD, STATE OF COLORADO 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST EDITION OF THE WELD COUNTY ENGINEERING AND CONSTRUCTION CRITERIA FOR THE DESIGN AND CONSTRUCTION OF PUBLIC IMPROVEMENTS, THE LATEST REVISION TO ALL APPLICABLE COOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND THE LATEST REVISION OF CDOT M & S STANDARDS PLANS. WORK SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY AUTHORIZED WELD COUNTY PERSONNEL 2. FIELD SAMPLING AND TESTING OF MATERIALS ON CONSTRUCTION PROJECTS SHALL USE THE LATEST CDOT FIELD MATERIALS MANUAL 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION, PROTECTION AND CARE OF ALL EXISTING AREA, UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT. 4. ANY CONSTRUCTION DEBRIS OR TRACKING OF MUD IN THE PUBLIC RIGHT-OF-WAY RESULTING FROM THIS DEVELOPMENT V&L BE REMOVED IMMEDIATELY BY THE CONTRACTOR, UPON WRITTEN NOTICE BY WELD COUNTY, FAILURE TO REMOVE THE MUD OR DEBRIS BY THE CONTRACTOR WITHIN 48 HOURS SHALL CAUSE WELD COUNTY TO RED TAG THE DEVELOPMENT. 6_ THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB SITE INCLUDING. SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE COUNTY TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN. ON OR NEAR THE CONSTRUCTION SITE. 6. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (1-S00-922-1987) FOR THE LOCATION or UNDERGROUND GAS, ELECTRIC, TELEPHONE, CABLE. WATER. AND SANITARY UTILITIES AT LEAST 4S HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING NEARBY PUBUC STREETS OF MUD OR DEBRIS DUE TO CONSTRUCTION ACTIVITY INITIATED BY SAID CONTRACTOR ON A DAILY BASIS OR AS OTHERWISE DIRECTED BY AUTHORIZED WELD COUNTY PERSONNEL. 8. THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN ALL PERTINENT PERMITS INCLUDING RIGHT OF WAY PERMIT AND SVAIP PERMIT FROM WELD COUNTY. COLORADO. 9. THE CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLANS THAT CONFIRM TO THE MUTCO A MINIMUM OF 2 WEEKS PRIOR TO AFFECTING TRAFFIC FOR COUNTY REVIEW. SUBMIT PLANS TO AMY JOSEPH, PERMITTING / INSPECTION COORDINATOR, WELD COIJN'Y COLORADO PLIELIC WORKS. FARMERS RESERVOIR AND IRRIGATION COMPANY NOTES: I. DEFINITIONS A. FACILITY OWNER - FRICO B. PROPERTY OWNER - ASPHALT SPECIALITIES C CONTRACTOR - ASPHALT SPECIALITIES D. ENGINEER - PARAGON ENGINEERING 2. ALL IRRIGATION AND CANAL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FARMERS RESERVOIR AND IRRIGATION COMPANY DESIGN REVIEW MANUAL, LATEST EDITION, EXCEPT AS SPECIFICALLY MODIFIED BY THESE PROJECT DRAWINGS. 3. CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD FRICO HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE {GROSS NEGLIGENCE OF FRICO. A. FRICO AND ITS AGENTS OR CONSULTANTS DO NOT WARRANTOR GUARANTEE THE ADEQUACY OF DESIGNS REVIEWED AND APPROVED BY FRICO. FRICG'S REVIEW OF PROJECT REPORTS, PLANS. AND SPECIFICATIONS IS FOR THE SOLE BENEFIT OF FRICO TO DETERMINE IF PROJECT DETAILS :GNFORM TO FRICO DESIGN GUIDELINES, WHICH ARE NECESSARY TO REASONABLY ASSURE THAT PROJECTS DO NOT ADVERSELY AFFECT THE FACILITIES OR OPERATIONS OF FRICO, 5. CONTRACTOR SHALL SCHEDULE PRE -CONSTRUCTION MEETINGWITH FRIER) REPRESENTATIVE AND IIWELb COUNTY AT LEAST 72 HOURS PRIOR To s -AR` Or CONSTRUCTION. THOSE IN ATTENDANCE SHALL INCLUDE OWNME'R'S REPRESENTATIVE. ENGINEER, CONTRACTOR. AND OTHER AFFECTED AGENCIES. CONSTRUCTION PLANS WILL BE DISTRIBUTED AT THE PRE -CONSTRUCTION MEETING. TECHNICAL APPROVAL BY FRICO OF THE DESIGN OF THE IMPROVEMENTS SPECIFIED HEREIN SHALL NOT CONSTITUTE AUTHORIZATION TO BEGIN WORK AN EASEMENT OR LICENSE AGREEMENTAPPRovED TEMPORARY ACCESS AND CONSTRUCTION PERIM (INCLUDING SCHEDULE THAT INCLUDES THE DAY, MONTH. AND YEAR WHEN WORK IS ALLOWED), AND WRITTEN NOTICE TO PROCEED FROM FRICO'S GENERAL MANAGER ARE ALSO REQUIRED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. FOLLOWING THE APPROVAL C•F THE DESIGN PLANS AND EASEMENT Oft LICENSE AGREEMENT, AND PRIOR TO THE PRE -CONSTRUCTION MEETING, IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT A CONSTR'UOtION SCHEDULE TO FRICO FOR REVIEW MD APPROVAL. FRICO'S APPROVAL OF THE CONSTRUCTION SCHEOL:I F IS IN FRICO'S SOLE DIS4 RET1ON Art, FRICO MAY REFUSE TO APPROVE A SCHEDULE IF IT MAY IMPACT THE CANAL'S OPERATONS OR FRICO'S ABILITY TO MAINTAIN OR ACCESS ITS FACILITIES. 7. CONTRACTOR SHALL RESTRICT CONSTRUCTION ACTIVITY TO AREAS DEFINED AS PERMANENT AND/OR TEMPORARY CONSTRUCTION EASEMENTS, UNLESS OTHERWISE AUTHORIZED BY FRICO AND PROPERTY OWNER. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONTINUOUS ACCESS FOR ERIC° PERSONNEL AND FQUIPMENT/tows THE LENGTH OF THE EXISTING CANAL THROUGHOUT THE COURSE OF THE PROJECT. 9. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY FRICO. FRIGO RESERVES THE RIGHT TO ACCEPTOR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THA- DO NOT CONFORM TO STANDARDS AND SPECIFICATIONS, CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO FRIG° FOR ENGINEERING REVIEW AND APPROVAL PRIOR TO INSTALLATION OF MATERIALS OR FACILITIES FOR WMICH SHOP DRAWINGS ARE CREATED. 1 ©. CONTRACTOR SHALL VERIFY ACCURACY BETWEEN WORK SET FORTH ON THESE PLANS AND WORK REQUIRED IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND FRICO REPRESENTATIVE PRIOR TO START OF CONSTRUCTION. 11. IT IS THE ENGINEERS RESPONSIBILITY TO RESOLVE CONSTRUCTION PROBLEMS WITH FRICO DUE TO CHANGED CONDITIONS ENCOUNTERED BY CONTRACTOR DURING THE PROGRESS OF ANY PORTION OF THE PROPOSED WORK IF, IN THE SOLE OPINION OF FRICO PROPOSED ALTERATIONS Tc THE APPROVED CONSTRUCTION PLANS INVOLVES SIGNIFICANT CHANGES TO THE CHARACTER ©F THE WORK OR TO THE FUTURE CONTIGUOUS PUBLIC OR PRIVATE IMPROVEMENTS. ENGINEER SHALL BE RESPONSIBLE FOR SUBMITTING REVISED PLANS TO FRICO FOR REVIEW AND APPROVAL, PRIOR TO AMY FURTHER CONSTRUCTION RELATED TO THAT PORTION OF THE WORK. 11. GROUNDWATER ENCOUNTERED DURING CONSTRUCTION SHALL NOT BE RELEASED TO FRICO S CANAL OR OTHER FACILITIES WITHOUT WRITTEN APPROVAL FROM THE FR1C0 GENERAL MANAGER. 13. ALL CONCRETE USED FOR THE PROJECT SHALL CONFORM To ACI 350. THE CONTRACTOR SHALL SUPPLY FRICO WITH SHOP DRAVJINGSAND SPECIFICATIONS FOR ALL PRE -FABRICATED CONCRETE STRUCTURES TO INSURE CONFORMANCE TO ACI 350. 14, WHERE THE EXISTING SIDES OR BOTTOM OF THE CANAL ARE DISTURBED AND ARE TO BE REPLACED, THE TOP TWO FEET OF BACKFII.1 MATERIAL SHALL BE CLAY CONTAINING AT LEAST 40 PERCENT SY DRY WEIGHT PASSING THE 0200 SIEVE (FINES) AND A PLASTICITY INDEX OF 15 OR GREATER. AS AN ALT€RNATIVE, THE EXISTING MATERIAL CAN SE MIXED'MTH TWO PERCENT POWDERED DRY BENTONITE (BY DRY WEIGHT) PRO'w1DED THE EXITING SOILS CONTAIN AT LEAST 25 PERCENT FINES. THE MATERIALS UPON COMPACTION SHALL HAVE A PERMEABILITY LESS THAN OR EQUAL TO l X10•S GMISEC AS DETERMINED BY ASTM D 5084. 15. THE CHANNEL CLAY LINING SHALL BE COMPACTED TO 90% OF THE MODIFIED PROCTOR (ASTM D15.57) AND WITHIN -2% TO +2% OF THE OPTIMUM MOISTURE CONTENT. FILL SHALL BE PLACED IN THIN LIFTS WITH MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES. PLACEMENT ON DITCH SLOPES MAY REQUIRE OVERBJILDING AND CUTTING BACK TO OBTAIN THE REQUIRED COMPACTION, 1 E, ALL PROPOSED MATERIAL TYPES TO BE USED AS BEDDING, CLAY UNINUU AND SACKFILL SIL#LL BE SUBMITTED TO FRICO FOR APPROVAL PRIOR TO PLACEMENT, 1T. MATERIALS GRAIN SIZE ANALYSIS (ASTM 0422), A.TTERBERG LIMITS (ASTM D4318), AND MOISTURE -DENSITY RELATIONSHIP TESTS (ASTM D1557) SHALL BE COMPLETED. AS A MINIMUM, ON EACH SOIL TYPE OR AT A RATE OF SAO CY OF MATERIAL PLACED, WHICHEVER IS GREATER. 16. COMPACTION OF BEDDING, CLAY LINING AND ALL TYPES OF BACKFILL SHALL BE TESTED AT A RATE OF AT LEAST FOUR TESTS PER 1,000 SQUARE FEET OF FILL MATERIAL PER THIS FREQUENCY MAY BE ALTERED BY THE ENGINEER OR FRICO REPRESENTATIVE DEPENDING ON THE PROJECT, THE METHODS BY WHICH THE CONTRACTOR IS USING TO OBTAIN COMPACTION OR IF CIRCUMSTANCES WARRANT ADDITIONAL TESTING. THE TESTING SHALL BE AT VARIOUS DEPTHS AND LOCATIONS, THE ENGINEER OR AN OVAvER'S REPRESENTATIVE RESERVES THE RIGHT TO REQUEST ADDITIONAL TESTS AND DETERMINE NE LOCATION OF TESTING. THE TESTING MAY BE COMPLETED EITHER BY SAND CONE DENSITY TEST (ASTM Di556) OR BY THE NUCLEAR GAUGE (ASTM 06938) MET-I}DS. TEST RESULTS SHALL BE SUBMITTED TO FRICO'S REPRESENTATIVE WTHJN 24 HOURS or THE TEST OR ON THE NEXT WORKING DAY. 19. ON STEEP SIDE. SLOPES, FILL MATERIALS. WHETHER CLAY USING OR SUBGRADE SOILS, MAY BE REQUIRED TO BE PLACED IN HORIZONTAL LIFTS ALONG THE SLOPE TO ACHIEVE THE REQUIRED COMPACTION. THIS METHOD WALL CREATE AN OVERBUILT SECTION THAT WILL BE CUT BACK TO FORM THE DESIGN SLOPE, 20. CONTRACTOR SHALL MAINTAIN SILT FENCE AND OTHER EROSION AND SEDIMENT CONTROL BMPS ON A DAILY BASIS AND SHALL PREVENT DEBRIS FROM ENTERING INTO THE CANAL. THE CONTRACTOR WILL BE RESPONSIBLE FOR DAILY CLEANING OF DEBRIS THAT ENTERS THE CANAL IF BMPS FAIL. .21. UNLESS ANOTHER SPECIFIC MAINTENANCE AGREEMENT IS IN PLACE, CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FUNCTIONING OF FACIIJTY IMPROVEMENTS FOR A MINIMLw OF Two YEARS FROM THE DATE OF SUBSTANTIAL COMPLETION 1 CONS' RJC -ION ACCEPTANCE OF THE IMPROVEMENTS BY FRICO. ANY FAILURE DURING THIS PERIOD OF GUARANTEE SHA__ BE REMEDIED BY CONTRACTOR TO THE SATISFACTION OF FRICO AT CONTRACTOR'S EXPENSE. 22. AS BUILT DOCUMENTS ARE TO BE SUPPLIED TO FRICO PRIOR TO SUBSTANTIAL COMPLETION ;CONSTRUCTION ACCEPTANCE OF THE IMPROVEMENTS. RECORD DOCUMENTS SHALL BE SUBMITTED ELECTRONICALLY IN BOTH PDF AND AUTOCAD FORMAT PRIOR TO FRICOACCEPTANCE.A5-B'JILT DikAVANGS SHALL BE SIGNED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER. 23. INSTALL MARKER POSTS AT FRICO'5 ROW LIMITS ON BOTH SIDE OF THE CANAL. TO DESIGNATE THE LOCATION OF ANY UNDERGROUND UTILITIES. ADDITIONAL FARMERS RESERVOIR AND IRRIGATION COMPANY NOTES: 1.. ANY EXISTING FRICO ACCESS ROAD THAT IS DISTURBED DURING THE t.ttrd TRJQTION PROCESS MUST BE RESTORED IN ACCORDANCE WITH THE FARMERS RESERVOIR AND IRRIGATION COMPANY DESIGN CRITERIA SECTION 4,3. ROADWAY IMPROVEMENT PLANS BASIS OF BEARIN.G'. THE NORTH LINE OF SECTION 25, TOWNSHIP 1 NORTH, RANGE 68 WEST BETWEEN A FOUND MONUMENT AT THE NORTH QUARTER CORNER A 2" ALUMINUM CAP N A RANGE BOXED STAMPED "PLS 23500' CN=1254D5E.08, Ez.3153551.06) AND A FOUND MONUMENT AT THE NORTHEAST A 2-1/2" ALUMINUM CAP IN A RANGE BOX STAMPED "PL5 24305" INr1254O75.05, E=3156000.46) ASSUMED TO BEAR S89'43'27'1= A DISTANCE OF 2634.95' BENCHMARK: NG6 PID DHB823 SURVEY CAP ON STEEL ROD IN CONC. MONUMENT LOCATED SOUTH SIDE OF CO RR S 0.15 MILES EAST OF INTERSTATE 25, 22.5 FT SOUTH OF A 5' CONG. WALK AND 1.6 FT EAST OF A STORM WATER MANHOLE ON THE SOUTH CURBLINE OF WCR 8 ELEV. NAVE) 1986 = 5163,65 VICINITY MAP SCALE: 1" 2.000' OWNER/DEVELOPER: ASPHALT SPECIALTIES, INC. 10100 DALLAS STREET HENDERSON, COLORADO 80640 CONTACT: DAN HUNT PHONE: 303-289-8655 ENGINEER: PARAGON ENGINEERING CONSULTANTS, INC. 7852 SOUTH ELATI STREET, SUITE 101 UTTLETON, COLORADO SO120 CONTACT: TODD CARTWRIGHT, PE PHONE: 3043-794-8604 SURVEYOR RED ROCK LAND SURVEYS, LLC. 7865 W. ONTARIO PLACE LITTLETON. COLORADO BO1 s'3 CONTACT: JOHN KRATZ, PLS PHONE 363=X94-630[1 IRRIGATION DITCH COMPANY FARMERS RESIVOIR AND IRRIGATION COMPANY (FRICO) SO SOUTH 27TH AVENUE BRIGHTON, COLORADO See01 CONTACT: DAN HUNT PHONE: 343-659=7373 SHEET INDEX SHEEE NO. SHEET TITLE 1 COVER SHEET TYPICAL CROSS SECTIONS 3 DEMOLITION PLAN 4 SITE ANDSTRIPING PLAN 5 1/VCR 6 PLAN AND PROFILE 6 VCR G PLAN AND PROFILE 7 WCR 6 CROSS SECTIONS 8 WCR S CROSS SECTIONS 9 VI/CR 6 CROSS SECTIONS 10 ACCESS DRIVE PLAN AND PROFILE 11 BULL DITCH PLAN AND PROFILE 12 BULL DITCH CANAL DETAILS 13 GRADING EROSION AND SEDIMENT CONTROL PLAN 14 TRAFFIC CCMREL. PLAN 15 SIGN AND STRIPING DETAIL SHEET t6 PHASE IPLAN 17 PHASE II PLAN 18 PHASE III PLAN cascade. ad.ex TINA (NTERIIdTYPICAL `IAx: !Ii® w '.LtiLl a s6c .ik%tt .tra rna d•itt ra, .t ea Ma Alpha tfIMMar4A gtrpnr Mast L'cm.r MCI flit &imva.d by dre rigebas den -dhoti it de ?maim NS* Oi:it TIIC Ilefrolepttvnd L*4.d°apc. .bt hr m Soar iNi0 9 tu:lhap;efae.ec of 4 I. dl AI Tike.: *all be setla6 a. •wkitok AddiStRDN' rul tc fcyricwl4} ray; Pats in was tor spank, eegwes4a. Si si ,ad s$n.etg ce upeusI yam. " Ii.c1 ai pi1L Vary Aoroda er Sprcd R.ycumnc,a Cwu ,s. File Lforlieea, •CeTlw I:lalh I..c tih �w.rrw.¢r a.*lta ...... -:saw Intsliw...ipwrr.+wr ,4ner.th w. 1+3•kVS ai.Ja Q Ili TxPICAL CHIMUCT_IQN A.%IIIaty Imri a. tweed hi MF4k tL4 }" Man rum ,5+JrsA.+n liantusuatis MINK dtua. EsITERSECTION Temllaes rah Tarr• MUD lc L WELD COUNTY PUBLIC WORKS DEPARTMENT ve ,n, -:woman.,, r, " m '-,e n.,«, r „m,.acvand ...IMP.... •e rwm*MY.: p,Wl WELD COUNTY ENGINEERJNG &CONSTRUCTION CRITERIA It URBAN COLLECTOR n.,ynwl,aYrnj P'KR."Rig N(. 6 ci.liAf 'Wald" 14 Know what's below. Call before you dig. ENGINEERS CERTIFICATION: I HEREBY CERTIFY THAT THESE ROADWAY IMPROVEMENT PLANS FOR WELD COUNTY ROAD 6 WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION. TODD CARTVwTIGHT, PE COLORADO REGISTERED PROFESSIONAL ENGINEER NO. 33365 REVISIONS 1 SUBMITTED TO W.C. 12/18/2017 2 WELD CO. COMMENTS 0'!05/201 S PARAGON ENGINEERING CONSULTANTS, INC. 7852 SOUTH ELATI STREET, SUITE 101 LITTLETON, CO 5O120 3O3 -794-85O4 3 WELD CO. COMMENTS 03,27/2018 4 REVISE ACCESS LOCATION 06/25/2018 NO IMPROYEMTS N.OF CL 10/31/2018 6 WELD CO. COMMEETS 01111/2019 7 WELD CO. COMMENTS 02/1znal9 ASPHALT SPECIALTIES WELD COUNTY ROAD 6 EAST OF WELD COUNTY ROAD 11 COVER SHEET B WELD CO, COMMENTS 04tC41201a DESIGN: TAG DATE 6/7/2019 SCALE: N/A 9 WELD Co. COMMENTS 05/20/2019 DRAWN JAW PROJECT NO: 17-014 SHEET EX 1 SHOULDER Ex. 1' GRAVEL 12' TRAVEL LANE 24 17 LEFT TURN LANE L EXISTING GROUND EXISTING ASPHALT EX 1' SHOULDER 1' GRAVEL EXISTING TYPICAL ROAD CROSSING NOT TO SCALE Ex r SHOULDER Ex 1' GRAVEL is MILL EX. ASPHALT 2^ j 7 SX PG 64-28 (100) TOP LIFT 1 FINAL LIFT 12' TRAVEL LANE WIDTH VARIES ACCEL LANE TAPER 17 TRAVEL LANE 7.5' EXISTING GROUND EXISTING ASPHALT TO REMAIN NOTE. TYPICAL sECTIQN WAS GREATER USING REPORT FROM CESARE INC PAVEMENT THICKNESS DESIGN WELD COUNTY ROAD 6 WIDENING. MCI NORTH MULTIUSE FACILITY, WELD COUNTY, COLORADO, PROJECT NQ, 17.3096. DATED DECEMBER 6. 2017. CONTRACTOR IS RESPOMSSLE FOR USING THE LATEST REPORT FOR CONSTRUCTION. EX 1' SHOULDER EX 1' GRAVEL 2% I' SHOULDER 1' GRAVEL TSXPG6r.28(1D0)TOP LIFT IFINAL LIFT 2,5" 5 PG 64-22 {190} MIDDLE UFT S PG 64-22 (100) BOTTOM UFT 12r AGGREGATE BASE COURSE CLASS 5 (TYP.) TYPICAL ROAD GROSSING STA, D+36 TO 3+91 NOT TO SCALE 17 TRAVEL LANE I MILL EX ASPHALT T I 7SxPG64-2$MX) .J TOP LIFT! FINAL UFT 12 ACCEL 17 TRAVEL LANE LANE 2% ExtsT1NG GROUND E)II$TING A5PI.IALT TO REMAIN NOTE; TYPICAL SECTION WAS CREATED USING REPORT FROM CESARE, INC PAVEMENT THICKNESS DESIGN WELD COUNTY ROAD 6 WIDENING, MCI NORTH MULTIUSE FACIUTY, WIELD GQUNTY. COLORADO, PROJECT NO. 17.3096, DATED DECEMBER 6. 2917_ CONTRACTOR IS RESPONISBLE FOR USING THE LATEST REPORT FOR CONSTRUCTION 12 RIGHT TURN LANE 7.5 V SHOULDER 1' GRAVEL 7 $X PG 64-29 {100) TOP OFT r FINAL UFT 2.6 S PG 64-22;100) MIDDLE LIFT L 3' s PG 54.22 (1001 BOTTOM UFT 12.5 -AGGREGATE L BASE COURSE CLASS 6 {TYP.) TYPICAL ROAD CROSSING STA. 12+59 TO 15+50 NOT TO SCALE Fuobt12di7Pro{ecm17-014 As EX 1' SHOULDER EX. 1' GRAVEL Is, 12 TRAVEL LANE MILL EX. ASPHALT 7 T SX PG 64-28 {100) TOP UFT / FINAL UFT 2% 17 LEFT TURN LANE 17 TRAVEL LANE 7.5 - EXISTING GROUND EXISTING ASPHALT TO REMAIN NOTE TYPICAL SECTION WAS CREATED USING REPORT FROM CESARE, INC PAVEMENT THICKNESS DESIGN WELD COUNTY ROAD 6 WIDENING, ASCI NORTH MULTIUSE FACILITY, WELD COUNTY. COLORADO, PROJECT NO. 17.3095, DATED DECEMBER 6. 2017. CONTRACTOR IS RESPONISBLE FOR USING THE LATEST REPORT FOR CONSTRUCTION. Ex 1' SHOULDER Ex. 1' GRAVEL SHOULDER V GRAVEL SX PG 64-28 (100) TOP LIFT / Fk 1 L 2.5 S PG 64-22 (1005 MIDDLE LIFT T S PG 54-22 (100) BOTTOM UFT 12.7 AGGREGATE RASP COURSE CLASS 6 (TYP.) TYPICAL ROAD CROSSING $TA, 18+00 TO 23+00 NOT TO SCALE 12 TRAVEL LANE MILL EX. ASPHALT 2' ?'$XPG64-28(100) -j TOP UFT 1 FINAL UFT WIDTH VARIES PAINTED MEDIAN 17 TRAVEL LANE 2% 7.5" L. EXISTING GROUND L EXISTING ASPHALT TO REMAIN NOTE: TYPICAL SECTION (A$ CREATED USING REPORT FROM CESARE, INC PAVEMENT THICKNESS DESIGN WELD coUNTY ROAD 6 vvIDENIhIG, ASCI NORTH MULTIUSE FACILITY WELD COUNTY, COLORADO. PROJECT NO. 17.3096. DATED DECEMBER 6. 2017. CONTRACTOR IS RESP0NISBLE FOR USING THE LATEST REPORT FOR CONSTRUCTION. Ex. V SHOULDER EX 1' GRAVEL PS - 2% 1' SHOULDER 1' GRAVEL 2" SX PG 64.26 (1DOI TOP LIFT 1 FIN 2.7 S P664.22 {194) MIDDLE UFT 3- S PG 64-22 1100)BOTTDM LIFT 125" AGGREGATE BASE cOURSE GLASS6 (TYR) TYPICAL ROAD CROSSING STA. 23+04 TO 28+90 NOT TO SCALE 12 TRAVEL LANE 12' ACCEL L*SE 12 TRAVEL LANE MILL EX. ASPHALT 7 i EXISTING GROUND 7 SX PG 64-28 (100) TOP UFT 1 FINAL UFT FISTING ASPHALT TO REMAIN NOTE: TYPICAL SECTION WAS CREATED USING REPORT FROM CESARE. INC PAVEMENT THICKNESS DESIGN WELD COUNTY ROAD 6 VIADENING. ASC1 NORTH MULTIUSE FACILITY. WELD COUNTY. COLORADO, PROJECT NO. 17.3096, DATED DECEMBER b. 2017. CONTRACTOR IS RESPONISBLE FOR USING THE LATEST REPORT FOR CONSTRUCTION. Know what's below. Call before you dig. MIDWEST GUADRAIL SYSTEM (NIGS) TYPE 3 W BEAM 31 INCHES THAT MEET ALL OF THE MASH REQUIREMENTS AS SHOWN ON THE MOST CURRENT VERSION of CDOT M-606-1 2' SX PG 64-28 (100) TOP LIFT / FINAL LIFT L 25" S PG 64-22 {100) MIDDLE LIFT 3 $ PG 64-22 (100) BOTTOM LIFT 12.5" AGGREGATE BASE COURSE CI AEI} 6 (TYP.) TYPICAL ROAD CROSSING STA. 3+91 TO 12+59 NOV To SCALE REviSIONS 1 SuwwtTTED TO W.C. 7211&2017 2 war) CO. COMMENTS 01105X2016 PARAGON ENGINEERING CONSULTANTS, INC. 7852 SOUTH ELATI STREET, SUITE 101 LITTLET0N, CO 80120 303-704 9804 3 WELD CO. C0tAMENT$ 03f27P019 4 REW $E ACCESS LOCATION 06(26/2018 5 NO IIYPROVEMTS N. OF GL 10/31-2018 6 WELD CO. COMMNETS 01(1112019 7 WELD CO. COMMENTS 42/1212019 ASPHALT SPECIALTIES WELD COUNTY ROAD 6 EAST OF WELD COUNTY ROAD 11 TYPICAL CROSS SECTIONS 8 WELD CO. COMMENTS 04/0442019 DESIGN: TAC DATE: 6/712919 StAI F. N/A 9 WELD CO. COMMENTS 05!20f2019 DRAWN: JAW PROJECT NO: 17-014 SHEET 2 r� .- f �f r } d o r, / Jr r t J f / ,•°. rr / r J� .STA. 0+35`07 1 1 125 11.)• f N.°. r .... J ./ r/ ' r PEON T MILL .-- J / X —e--- x df ,...- / / / / / / REPLACE Ex.11r CLIP �„ .---- �� ?• yet r„•a1.-• �� t — - r _. — x x ___S_:_-- STA Ot 1 0.115' 4I / BEGNING OF SAWCUT & 2' MILL BEING OF DESIGN ALIGNMENT N 1254052.24 E 3153122.25 4. L !!1.I .�-1 w r 21 f I< I // f / ! J JAM II i I tin t I amp wa _ - r �4 ti REMC+vE Ex. ie` cMP AND DITCH ,s r L 1 S L - U I Li r re r a ! r r V I EAST BRANCH OF THE BULL CANAL IRRIGATION DITCH R.O.W. J C C I 1- wJ REMOVE APPROK SS S.Y. OF ' r i CONCRETE IRRIGATION DITCH -N 1254057.06- _ E 31 5310225 JL - a ICMJE.S a r s iut j¢.+ / / 11 ti y - ' I r r'� v MU 7.4$ SY QF EXISTING ASPHALT p RWAyDi DEEP (TOTAL) �• _ - S ,4-----J� 0 C- - / w w - r r - - Y ✓ J i 7/12+00 NO9'35104TE 2239 98' / l/ / / — — — - _ — — — — — - — — — - - — � { ▪ �� /--� — �/ _T-- 7-----S--- f---- /f .-- fJ—f / / I I 11 1 f 1r , 1 nu f t f ' I f I 49 f —r�ti�1s-4 -oa. a�1� - - -•- -�1T -- ▪ .▪ . ,5 - a r- J -ma_ a LLl.-- 1 f Zen SAWOUT lc_ a! iii + REMOVE 606 S.Y_ OF 1. N. t ASPHALT PAVEMENT \ N. I I J I t J 1. l Y • "— P;no ELr / itt I -- ------ -�-----'- -- .--�.----«-----�--- —�. .�---_ �� t 1�� a. .W.1........ =- +•�—_---�._�-- -▪ --sue ��^-L._ ---" _ i ewair- a a a�i� a ! a.� ! ! a a� � ! a a i a�� NL Z"ti spa — —�—_-t ti LEGEND !• a a a Vy— E' FO X OP 5535, O EXISTING RIGHT-OF.MLAY SECTION LINE PROPERTY L*1E EXISTING CONTOUR EXISTING GAS EXISTING WATER EXCITING ELECTRIC EXISTING FIBER OPTIG EXISTING FENCE LINE DUSTING OVERHEAD EAD POWER LINE EXISTING STORM LINE DUSTING TYPE INLET EXISTING POWER POLE EXISTING ASPHALT PAYMENT PROPOSED CONTOUR PROPOSED CONTOUR (BY OTHERS) PROPOSED DITCH x537.30 EG FO SL -1 3 I —E— CU, R= (R) (-} f � y — r 1 FUTURE RIGHT OF WAY SPOT ELEVATION EXISTING GROUND ELEVATION PROPOSED FINISHED GRIME INVERT ELEVATION CROSS-SECTION LINE NUMBER PROPOSED SLOPE PROPOSED PAVEMENT STRIPING PROPOSED ASPHALT PAVEMENT PROPOSED GRAVEL SHOULDER PROPOSED ELECTRIC PROPOSED POWER POLE PROPOSED RADIUS ALIGNMENT OFFSET TO RIGHT ALIGNMENT OFFSET TO LEFT / rr J — a a r !! al a / 6 STA 26+03001 10,0te f1.I ENO 71 mva X- X a a XE ! a a a a 7C - x - ` -}F X 2,885 IS OF SAWCUT REMOVE 605 S.Y. OF ASPHALT PAVEMENT Know what's below. Call berm you dig. a a ! a a STA 281.8.X'.93! 11.51` (R) END OF SAVICUT & Zo MILL 1 1 y ti k t 1 1 x 1. NE114 COR. SEC. 25 N 1254075. E 315609146 ti s r It it r J END OF DESIGN ALIGNMENT N 1254073.25 E 3156116.11 0 ✓ J tao 1 / I f xm � t Flea REVISIONS SUBMITTED TO W.C. 12/1912017 2 WELD CO. CNTB 01105/2018 kV PARAGON ENGINEERING CONSULTANTS, INC. 7852 SOUTH EI.AiI STREET, SUITE 101 LITTLETON, CO 80120 303-794.804 3 VD CO. COMMENTS 03027/3018 4 REVISE AONSS LOCATI5rI 06126/2018 5 1w1OIMPROVDIrst1.o€ a 10/31/2018 C WIELD CO. cOMMINETS RIJ1102Ai'9 7 WELD CO. COMMENTS 02113/'2019 ASPHALT SPECIALTIES WELD COUNTY ROAD 8 EAST OF WELDCOUNTY ROAD 11 DEMOLITION PLAN e 9 WELD CO. COMMENTS WELD CO. COMMENTS 051211019 DESIGN TALC DRAWN: JAW `GATE 61712019 (SCALE: 1' = Sa' PROJECT NO: 17-014 SHEET 3 N a all 4F00 BEGINNING OF DESIGN ALIGNMENT N 1254052 24 E 3153122 25 IT CONTROL 8 CROWN) NI UNE x RECREATIONAL STORAGE SOL UTIOMS 2 LLC PARCEL NO. 146724300005 . -i Ar racy lT rf^'.:n'•-. . �-'�.' F,.r+' �: �'-iJ[a.?: •.[: '!�:\: - 4r.' •:- �'.• r. • £ ..q.;.' b -Y ra•z• • • .^l. -tie .C�•. �^{� 57� . _ `` 1 v[Y - r\: �'•'vc-.... 1• -�r��7�`• {*�]1;i ,Y}�'i4v ' S f'r AIL SHOUA L VLE PARCEL NO. 1457244000& IRRIGATION DITCH R.O.W. EXIST. 12' THROUGH LANE 60• STRIP FOR THE EAST BRANCH OF THE BULL DITCH CANAL BOOK 406. PAGE 293. )(IL ACCELERATION LANE = 960' STA 12+11.4410.97 (L) ALIGNMENT CONTROL UN€ MICR 6 CROWNI SECTION UNE ASSES MUE PARCEL NO. 145724400015 0 J W co r �n%,r�' 13+00 :]r�ij��:,+;;p �': 'I+Q�' �.�ra ''Skx 15+04'. 12' TO STA. 16+56.17111.! STA 16+08-3.91 0.00' (L)• STA 1E+D.8.48 _00' R — 2 1) ....` i 'a.,-' {= W I�4.r 0 =;10+•04 + `]Y[? 76:2:i, m 8+00 s is c e -•'•'3 ACCELERATION M. . •--Tn-• 'a�/}��i•� . q dY1f _. �2 Y_ .i.4 -lines. �\} :r4:"�:. _ '. c.: - .r-rs--mar �e•� '.a -_ -•4-•r r.._i. } _ xNir•Y+-u.rr .r Y ..�i}.' ,sue _ __ _ .. n .. l.K C•ill zTi •-4, -1 ^k' -'R^fiT' .Rq• 'f`T` .7•' P3•. `qwrite . - __-_ - ... ,_...-. -. . ...v - .Y-•�r r,... '•'s;Vu`;-r'..i'.it t-\ �. u.. Y -•r n 4 t,, ^!1. ^v. ]X:!ir /AM d?';r•_ ... .rr,. --. _ ,. y 1`maJ-. ��t •2F #'_ 1}I' . _.r.� t��.:. d ]: a v�-1✓''1�'ya.:'r ` s.. ° .._. �.d:;r; f 4{l - .Iy �.a... IL = - . • �.,..r::5r. 7{ �.1` ys�+. ,P`.•``'i-n7}�. Ki w > . Fak a >.� A �AFa•z c. ter: •-,•. -..;, a a a a _—.- - �... L r':'ti'T: {r... .�vy.y 'F o • 4..s-• • ; r 'Zt�`� -v. ' '"'-•s r. ]_ - - +�•+.;:�.� x�+:_�r.-�r:r-� � 5` �'.a i`s+' 3.;1��#, .-• �'�?"y��S64-:.�i;. • : 'N`: - STA 0+35.99/o68'IL} STA 6+95.56/11.37 (RI ASSIS VUE PARCeL NO, 146724400015 411 K.•. ,- _ .•\:.• - ..Lei•. .J Y..'.'•+.']. L. .. r—YG •., •`•.e.Y.'. yt5•,F .L'.{G'•.-. T. �L!]i •llS., r Y• :.� r r- L r - r .. ] ...+. _. . n.., -x-• •�'lSa.i•'� �.: { -� •F]` �+ e. �•l.. � 1'' •� . `-.•.'.t' J'' rc-�-Ly '•{ _r•.^. •x�'`'+.i.:.#'-0I": i ... J"SL 1-::..1.111.r. . 1} ,C.. • :_ . JF', Y r.'y,c• .2. .--.u-• .J•Ss.x+s.n.- . ........... .! ..y-•x.�' F-� .. 4': e. x•. -it ^ . . ^.� a i.. �i : .+' .r . 5' l (G�STA' 16408.481120Y {R; WES 15+00 STA 15+7122) 30.c.icKr (R} ®STA 15+71.22136.00' (R) ()STA 15+•81.23124.07 (R) ELERATION LANE - 377' B' + 222' = (600 TOTAL) R75' R65' {1 STA 16+51.90/73.90' (R) &JSTA 16438r 101207" LEGEND 5530 -G F4 X• rip U ttra EXISTING RIGI-(OF-WAY SECTION LINE PROPERTY LINE EXISTING CONTOUR EXISTING CHAS EXISTING WATER EXISTING ELECTRIC EXISTING FIBER OPTIC EXISTING FENCE UNE EXISTING OVERHEAD POWER LINE EXISTING STORM LINE EXISTING TYPE C' INLET EXISTING POWER POLE PROPOSED ASPHALT PAVEMENT w w e 55.1 TRANSITION TAPER = 66Q —II STA 15+;krt.!ROG0-i VD STA A6+78.Si /12_00' (R) STA: 10+84.,3516.08' (R) C> rI a a a Mr— STA: 17+41.24124.06' (R) it STA 16+85.43173.90' (R) c 5TA. 16•+77.02173.90' (R) stet 15+52.90173.90' (R) ()r} STA 16+78.24188.92'IR){ 5TA 16+76.231101.12' (R) / =5530 a- a s 5537'34 EG FG INV. SL -1 3'1 I PROPOSED CONTOUR PROPOSED DITCH PROPOSED STORM SEWER FUTURE RIGHT OF WAY SPOT ELEVATION EXISTING GROUND ELEVATION PROPOSED FINISHED GRADE INVERT ELEVATION CROSS-SECTION LINE NUMBER PROPOSED SLOPE PROPOSED PAVEMENT STRIPING PROPOSED GRAVEL SHOULDER PROPOSED ELECTRIC PROPOSED PCMIIER POLE I I 1 I I I a w w a 8'SHOULDER- } STA 66+98.071 1206' IR) J STA. 6+45.97124.09' {R}} w w w w w DEFLECTION POINT TO TRANSBTI0 TO EXISTING CENTER LANE HUNT BROTHERS PROPERTIES INC. PARCEL NO- 1&6725100038 LEFT TURN LANE = 578' a DEFLECTION POINT 557.1 STA: 20+15.03 f 5.40' (R} {D S s a SEIOUA L VUE PARCEL NO. 146724400016 MST& 22+33.84/ 1200' (R) HUNT BROTHERS PROPERTIES INC. PARCEL NO_ 146725100039 w T e rTA:10+36.S2/24AU (R) lir miser HLANE =405"1 _ U S 18.5:1 TAPER = 222' x STA- 22.33.9312440' {R)® x f Olannarsne- STAB 24+55 94 /OW (MD x a a s - _ S - SIGN AND STRIPING KEY: in MITE LANE UNE: 8' WIDE BROKEN (TYP ) EDGE UNE WHITE 4' WIDE SOIJD (TYP_) CENTERLINE DOUBLE YELLOW 4' WIDE SOLID 1�) PAINTED MEDIAN. DOUBLE YELLOWS"rMDE SOLID • GHANNEUaING ONE: IAA-IITE E" WIDE SOLID • STOP BAR THERMOPLASTIC WHITE 24' WIDE SOLID j 3(T STOP SIGN (R1-1) • 30' LEFT LANE ENDS MERGE RIGHT SIGN (IN9 21) • 30" OWES MERGE SIGN (W4-2) • 30' RIGHT LANE MUST TURN RIGHT SIGN (X.R3.7R) el RIGHT TURN ARROW. PREFORMED THERMO PLASTIC C. LEFT TURN ARROW PREFORMED THERMO PLASTIC la MERGE ARROW: PREFORMED THERMO PLASTIC -- x (> STA12 58.55124.05' (R) C. STA: 12+58.72 / 36.01:11(R) 18.51 TAPER -222 --f . isV. . •w•'re: 5l•.•.•i:_?'li. ti .-..... .. . • STA: 12+68.54129.8r (R) STA 12+51.78145.41 (R}Q HUNT BROTHERS PROPERTIES INC. PARCEL NO 146723100039 55 1 REDIRECT TAPER - 660' Know what's below. Call before you dig. 12' x - ROUGI•'! LANE X X S< _ <c STA 15+71.22 / 34.00' {R) }STA: 15+7122 / 36.00' (R} e STA: 15+6123 / 24.00' (R) LAM RIGHT TURF DECELERATION LANE • 37r 378' + 222' - (SOD' TOTAL) NE114 COR. SEC. 25 N 1254075.05 E 3155090.4$ Oa (STA 28+43.91J 0.40' (I x -- STA 28+93 81 112.75' (R; • c12r ce END OF DESIGN' ALIGNMENT N 125407325 E 3156116,11 0 R7 R66 STA 16+51.90/7: '} STA 16+36.221 30400 so • Feet • 1 2 3 4 5 6 7 9 REVISIONS SUBMITTED TO W. C. 12118/2017 WELD CO. COMMENTS 01/05/2018 WELD CO. COMMENTS 031.2712018 REVISE AOC£35 LOCATION 66/•761201 B NO IMPROVEMT5 N. OP M3112016 WELD CO. COMMNETS 01/11/2019 WELD CO COMMENTS 02112)2019 WELD CO. COMMENTS 04104/2019 WELD CO. COMMENTS 0520/2019 PARAGON ENGINEERING CONSULTANTS, INC. 7852 SOUTH ELAT1 STREET, SUITE 101 LITTLETC}N, CO 60120 303-794-0604 ASPHALT SPECIALTIES WELD COUNTY ROAD 6 EAST OF WELD COUNTY ROAD 11 DESIGN: The DRAWN JAW SITE AND STRIPING PLAN DATE W/2019 PROJECT NO: sr.AI F. 1' = SO' 17-014 SHEET 4 11 00 � 4 N 1254052.24 — _— s�E3133122.2$ar- 5131?-'; F:lbbI12917 Pnusct&I1 1 Ai x 5150 5150 5140 5130 Cr- t - - ! } r r� r rECI j r gri au." 44 r ,P" r 1 0 5 r a- ,wo bt s fr TitfX •dfr r ale a4° / / / - C I w- / / / f ' •re �r i a�1�{ — �-�p43trr--a-47 _ "C _ _ . _ --r — - rr_rrr 1•••':.Y9a• .. a•+• e O STA 0+36.39! 52.4-51(R) ELEV. 5139.32 ± MATCH EXISTING 100 Feet 2 sJvax?.- - Tfjt '- /, PROPOSED HEADWALL REF. I FRICO PLAN SET FOR DETAILS PROPOSED IRRIGATION DITCH ACCESS SEE SHEET 11 jrlt STA: 3+81.64 f 19-18' (RI ELEV- 5145.99 1 LEGEND EXISTING RIGHT-OF-WAY SECTION UNE PROPERTY LINE - — - 55.90- — — EXISTING CONTOUR EXISTING GAS EXISTING WATER EXISTING ELECTRIC EXISTING FIBER OPTIC EXISTING FENCE LINE EXISTING OVERHEAD POWER UNE EXISTING STORM LINE EXISTING TYPE C' INLET EXISTING POWER POLE EXISTING ASPHALT PAVEMENT PROPOSED CONTOUR PROPOSED CONTOUR (BY OTHERS) PROPOSED DITCH u Y. E _ F. x :DP 5`35 • +. •nt _ -!4:x:1' ,�:'Y�+: _ t� ,,• : `•1489'38'11'1 PROPOSED END ANCHORAGE TYPE 3D REF CDOT M-6OB- SHEET5OF20FOR DETAIL Ii V CUT.OFF WALL BY OTHERS .-r i5 It II II � \ski, G 5`,31.30 EG FG INV. SL -1 E FUTURE RIGHT OF WAY SPOT ELEVATION EXISTING GROUND ELEVATION PROPOSED FINISHED GRADE INVERT ELEVATION CROSSSECT1ON UNE NUMBER PROPOSED SLOPE PROPOSED PAVEMENT STRIPING PROPOSED ASPHALT PAVEMENT PROPOSED GRAVEL SHOULDER PROPOSED ELECTRIC PROPOSED POWER POLE PROPOSED RADIUS ALIGNMENT OFFSET TO RIGHT ALIGNMENT OFFSET TO LEFT SECTION UNE G _i -1 - :•ire-.. •er.,/,n+-r.y.._... - . . .f�i c. J,,/-Y19�1.T •[r!rz>.y-•' Rr.."6,21.•;;-:,-"!1-e-..." .'iL T= •Y,.'!J. STA 4+26,59 f26,86' (R) BEGIN MGS TYPE 3 W -BEAM 31 INCH GUARDRAIL THAT MEETS ALL MASH REQUIREMENTS Seer -_-- Clem MT17V•SA-- _ter- T •--------- PROPOSED ROAD ib 1 IMPROVEMENTS TO DRAIN INTO I RETENTION POND BY Oti-ERS 111 Ex V SHOULDER. EX 1' GRAVEL 12 TRAVEL LANE 2% 17 ACCEL LANE 2% 17 TRAVEL LANE MU EX ASPHALT7 + L EXISTING GROUND T SX PG 64-28 (100) —I TOP UFT I FINAL UFT L EXISTING ASPHALT TO REMAIN NOTE: TYPICAL SECTION WAS CREATED USING REPORT FROM CESARE, INC PAVEMENT T11CKNESS DESIGN WELD COUNTY ROAD 8 VNDENING. ASCI NORTH MULTIUSE FACILITY, WELD COUNTY, COLORADO, PROJECT NO. ,7.3096. DATED DECEMBER 6.2017. CONTRACTOR IS RESPONisBLE FOR USING THE LATEST REPORT FOR CONSTRUCTION. aT STRIP R THE EAST F� RAAIST OF FOIHF F1 Il I DITCt — 4 CANAL BOOK 400, PAGE 393. ' - -- STA 9+77.71 125.00 R( ) "'� ELEV 5147.33' ^A 9+4271 I� ) ELEV: 5147.08 I.•...7.4- '-iYi_ �)'...21•:$1••••"d• Y.t I: �.3 - Z - I:. +, T rr.'-,': -''—. �_.y _}C ski '� ,Y a. iJ 1251O57-f}9C - - r 11 STA. 1C+36.80125.00' (R) 'ELEV- 514t,7R STA 6005.591 32.06• (RI MGS TYPE 3 SW -BEAM 31 INCH GUARDRAIL THAT - — MEETS ALL MASH REQUIREMENTS aala r. WATER UNE TO BE RELOCATED ay OTHERS PROPOSED 516 LF OF TYPE 3 WSE.AM 31 INc+1E$ REF. CDOT M.605-1 SHEETS 1, 2 AND 3 OF 20 KOR DETAILS THAT MEETS ALL MASH REQUIREMENTS CL WCRG PROFILE r--- c� rC PROPOSED END ANCHORAGE TYPE 3D REF. CDOT II4605-1 24 8' MIDWEST GUACRAIL SYSTEM {MGS) TYPE 3 W BEAM 31 INCHES THAT MEET ALL OF THE MASH REQUIREMENTS AS SHCThN ON THE MINI -CURRENT VERSION OF CDOT M -8O6-1 t3% T 8X PG 64.2'8 (100) TOP UFT I FINAL LIFT 2,5' S PG ad -23 (100) MIDDLE LIFT 3- S PG 64-22 (100) BOTTOM LIFT 12.5' AGGREGATE BASE COURSE CLASS 6 (TYP.). TYPICAL ROAD CROSSING STA. 3+91 TO 12+59 NOT TO SCALE EXISTING OIL & GAS FACILITIES' , - f --4.-- m f m 7 / / I. / -- / // I/ S. 1 WC5 R CENTERLINE / AUONMENT Vjl 1 I (11 00 / Grams--: 1F_IfIrj13+00 +ipi}. gar• gdpoze. `;%•#E:: 14-40 "-1iiite, 11 i'. {+ "1 .-Pl\-AVC.SY _ Y\!_ - _ •!- •/�• tV..W. _L GV•t' _ '�- •\i'_ •a- - rr-F •. ti'r•_le•1'fd'fi ; �,•gSr....y Via• yY ��-\•- • iLye v - .•;�.`a: .�. •'"t ::'r= - �..-. DIY ;�3 r, STA 12+58.70137.00' (R) / ELEV. Si50.10 / SHEET 5 OF 20 FOR DETAILS -- —N . ( —STA. 9+1269 / 3225' (R) ^ ` - — — N. Q .+.— _ — END M GS TYPE 3 VY-9EAM 31 INCH GUARDRAIL THAT MEETS ALL MASH REQUIREMENTS FdlOPOSED II {Ili fr a I I / r BY OTHERS Iii /rr1 — -� ri II .1111 r ti— �\ --- i — !I t I I ._. , ---_ _I -1- -T--. - _ - 1 - �` - - 4 �_ ._ •y .. -.-.. ._•.-_ _._..a n .._. .._ ...•_.. - ._. .. —.-_ _ _ _ _. _ • 4. ( I ! A -/411• ,_L. er. _. —. •• ... •., ,_ .,L_ _ _ _ • - — .. • .. __ _ v ,• .j.•_•• _ _ e_ _ _ _v ,• _ _• ._. —_ u. f !g••• :11 L La. •I •.. • �— -4.- •. --- v. I I f _j, ' i' - - _ _, ,•, _ _ • •••, .• •,-• . , .. _ ,•, • , •• , , ^ r . t_� • r- r L ' ..�..� •_ _ .. ... - _ _._ �•- _ - - - - •--- - - -- _ — - _ _ ...--- _ f _ { - .. __ _. _ _ •, .--- _• __ _ _ _ e I } .---- GRADE AT ° �- -- -I- L t - ,EXISTING CENTERLINE OF WCR 6 u v _Y __ i f _ I - - — -- �- - i - - __ -- - - - _ _ ._- -- _..._. ' f _ 1 _i. _� ..• ...._ .. _ _ _ _ _,r._ _ _._ —L ___ ''- i`iiii• -- _ ._ •, _ _ - _. _ 1 _ . 4 _ - _ - _. _ . •-- l _ '_i 5 112" ROB -- 1 _ I ... _ __ .-_—... _. WALES 1 50' _ _ 1 _ _ _ _ _ _ _ _ _..._.v _ _ i _ _ ___ _ , <ER .SCME: - i e I 1 i i t -0+25 O+DO 1.00 2+60 3+00 4000 5+00 6+00 7+00 5t04 9.00 10040 11000 Know mars below. Cali before you dig. 12+40 13+00 14+00 f� W co 5150 W Z 2 5'110 5130 15+00 r a a - REVISIONS 1 SUBMITTED TO WC. 121191231? 2 WELD CO. COMMENTS 01105/2019 3 WELD CO. COMMENTS 03127/2018 4 REVISE ACCESS LOCATION 06!36/2018 5 NO IMPROVEMTS N. Of ♦0131/2018 6 VEELD CO. COMMNNTS 01.011/2019 7 WELD CO. COMMENTS 02/12/2019 8 WELD CO. COMMENTS 04704/2019 9 WELD CO. COMMENTS 05120/2019 PARAGON ENGINEERING CONSULTANTS, INC. 7852 SOUTH ELATI STREET, SUITE 101 LITTLETON, CO 80120 303-794-8604 ASPHALT SPECIALTIES WELD COUNTY ROAD 6 EAST OF WELD COUNTY ROAD 11 WCR 6 PLAN AND PROFILE DESIGN SGS I DATE 6/7/2019 SCALE 1- - 50 DRAWN: JAW PROJECT NO: 17-01d SHEET 5 • I I Ni 40 •+S I N w '4 4 chr U.( YCJ w r Z C3 4 154.00 silo ID W LU W lb situ III z 2 5150 5140 1 F u fl2417Projects-07-044 11 1 7I I I r I STA 15.71.22 / 97.00' (R) ELEV: 5156.19 --r f r. - rp I 'I Pt STA 15+a5.22 / 101.07 (R) ELEV 5155.31 0 16+00 '-SF -`~1 AN. g f v STA 17+41.24125.00' (R) ELEV: 5-1R.42 STA. 16+7724 / 68,931(R) ELEV: 5156.25 STA 14+77.23 1101.121 (R) ELEV: 5156.11 i a - a, r J Y - Y 1 I. S Me ~ ▪ _ Ina s f 0 4 ti �` /•t -._, EX V SHOULDER — Ex 1' GRAVEL X12' NAVEL LANE 2% r MILL EX ASPHALT ? I 2 SXPG64-28(100) TOP UPI/ FlNALUFT 12' LEFT TURN LANE it TRAVEL LANE 11 ' EXISTING GROUND L EXISTING ASPHALT TQ REMAIN NOTE TYPICAL SECTION WAS CREATED USING REPORT FROM CESARE. INC PAVEMENT THICKNESS CE$IGN WELD COUNTY ROAD 6WDEMNG, ASCI NORTH MULTIUSE FACILITY, WELD cowry. COLORADO, PROJECT NO. 17.3096, DATED DECEMBER 6. 2017. CONTRACTOR IS RESPonIsex FOR USING THE LATEST REPORT FOR CONSTRUCTION. z ExISTING POWER 1 POLE TO REMAIN 8 J STA 22+33.94125.07 (R) ELEV 5154.33 CL WCR6 PROFILE 9G 12 RIGHT TURN LANE -7.5" -4-1' SHOULDER 1' GRAVEL t T SX PG S4-28(100) TOP LIFT 2.5" S PG 64-22 (100) MIDDLE LIFT r Si PG 64.22 (100) BOTTOM UFT 12.5' AGGREGATE - BLASE COURSE CLASS 6 (TYP.) TYPICAL ROAD CROSSING NOT TO SCALE EXISTING POWER POLE TO REMAIN 5153 � 5 - - -. a la a LEGEND ---55.0--- G — F0 Cp Ito U EXISTING RIGHT-OF-WAY SECTION LINE PROPERTY LINE EXISTING CONTOUR EXISTING GAS EXISTING WATER EXISTING ELECTRIC EXISTING FIBER OPTIC EXISTING FENCE UNE EXISTING OVERHEAD POWER UNE EXISTING STORM LINE E ]STING TYPE INLET EXISTING POWER POLE EXISTING ASPHALT PAVEMENT PROPOSED CONTOUR PROPOSED CONTOUR (BY OTHERS) PROPOSED DITCH S 65ST°° EG FG INV. SL -1 254 3 1 t!$.-' +c s a STA 25+9391 1 13.07 (R) j ELEV- 977 _-_ ..... T _._ . ..L-- 1 ---_s -,.- 1 __ T _ �_ __—_ _. A i _. ,— £I ¢ F , _.-..---- ` 1 I- -.�--.�..--....7 I - --- _____ - _. . r .� - I f --... - .__ — I , I-- i i -' ----• .... -....--._. .�.._ -._ ¢ - r J.—_ �r�— - - - -• ._ - -_- _- - - -1— . .._ I- - - __ - ---._ w -. t .. .... �_ _ _ . ..__......_. _ - _ _ - - - - _ ,_-. — .. - - --- _4_ 1 --y. DIMING GRADE AT - — 1 I _ - CENTERLINE.? WCR 6 � , P A A ( —Z' — _- - .. .I—.. a.. .._ .-.. - . _ a } - - - ... .. - - - .... ... ._ ... ...._..._ 1 --... 1 _ —_._.. --r_ ... _.__.._. -._ _... - - i + I — - __ --- _ T —_ - - -- --^- _ _- __�_ -. _ 17.00 1 1 20+00 21t #;00 24+07 25+00 213.50 Know whirrs below. Call before you dig, 27+00 28+00 5170 5160 5150 S140 29+00 4 FUTURE RIGHT OF WAY SPOT ELEVATION EXISTING GROUND ELEVATION PROPOSED FINISHED GRADE INVERT ELEVATION CROSS-SECTION UNE NUMBER PROPOSED SLOPE PROPOSED PAVEMENT STRIPING PROPOSED ASPHALT PAVEMENT PROPOSED GRAVEL SHOULDER PROPOSED ELECTRIC PROPOSED POWER PALE PROPOSED RADIUS ALGNMENT OFFSET TO RIGHT ALIGNMENT OFFSET TO LEFT I r 3000 N (254073.30 f E 3158'11:1811. 7 itI I 5e l .s•-•� 1 2 a 4 5 6 REVI5IQN5 sushi -rip TO w -G. WELD CO. COMMENTS WELD CO. COMMENTS REVISE ICCFSS LOCATION 12!18!2011' 01/0512018 03/272018 05/26/2018 NO IMPROVEMTS N. OF WELD CO. COMMNETS 7 WELD CO. COMMENTS 8 WELD CO. COMMENTS 9 WELD CO. COMMENTS 41113112018 0111112014 02/1212019 0410412019 452012019 PARAGON ENGINEERING CONSULTANTS, INC. 7852 SOUTH ELAT1 STREET, SUITE 106 LITTLETON, CO 80120 303-7914.8604 ASPHALT SPECIALTIES WELD COUNTY ROAD 6 EAST OF WELD COUNTY ROAD 11 WCR 6 PLAN AND PROFILE DESIGN' SGS DRAWN. JAW DATE: 6/7/2019 PROJECT NO. scfLE 1- • 56' 17.014 SHEET 6 5100 6150 5 osso 2+00 slop ;I !$ i?I I -I I i • ▪ TiI 1 I• ;I: fiIIli31I! 40 1- I: 493 .46 0+00 1+ °Iri .4<. .!- i I ' :.1:..;..4. 1, ` I • ' '�' I ! - j '"tI ° !: i • i I , ID:Miro Gast* 1 , I . q i rr--} - a i ii 'l }I. { •1 a � L L sr 40 ,j.:.4. • • HOIiIP 1' 217 --� ;-11- 4-E 711 §ros.g:r=iutilli, - ; •, - ▪ I, 1 . :____II -1'r▪ -' I ▪ = I , _ I 1 1 rt I 3 11 1 1 S ' I! , III'. .30 40 0 10 20 30 1+00 40 Q 76 50 : 1,I' , I! It 1 I ,t 5150 •t 5130 5120 5100 5150 1 1� FI ems_ ;- Y' ' y Fill 1 r. 4 } —VI 'ii , k! 1I '. I -� , 1,, . i I T 1' I. I 2 I.a • ; H• DI212 SC 1 a- ! I 1 j — 1 k T• i ! i' •rt I I1. ° r *34481 I _ El -651432B Iii: b-1, t .1 1 PR13P05lRORAGi i _ I F!_ I1, -I T •- I''! 'I,, L- I I �-�-- -�-. I I. R' II .._I ..•-•F-•-•-•-•---14-4- I i I . :4_-� _ _i• il1liilili itti t • it I i 4 70 !0 .50 -90 20 -10 a 10 3+00 40 56 I 1 ;1 ;•III 1 Ii 1 } ,.'.t I ! • i. - 1 I 1 T I I I• I , ' '_1,_J. I-+-1-�._ �. •H -•La.. •l.;IZ 1,A, -F'.-▪ - :- �� ± �I-I-i.�.Till I'F i'�' '`•?t_'�"i 3.: tE' I 1 . It i�y1•I1; 1 ?•-I°--� ''! _ °I -!-�- 5'0!,LA.COMI RLAY a I ' 17.4(81 4 i ` ; T I l.6 Vii'#..} 1,T` .7..1 .E Imo- _-J-- I 1,.44:,,,,a1.12. . . . 00' :. 1. - il!6141i3O} 213 I ! r II 1 . :I.I�I i 'r+ I: i11I„ :fit! °1 I •! 1 • Irvaa71a6s c TI I; I. I, I_ i j f 4 a° f P kAP0660ALiE j I I . r-;�- 1 #-I • I i i' i 111 `' •1 I f— 1 l i i mil... r T,_ I{1 1,.i"i- 1 I;• -I 11-)11211.3 I `. I 5136 I; I 61300 F-.1john2q 17 propel:1M7AIiAsp I L r 74- 74- - I_ 1! T r. i r T r I s -700 40 -50 -m -30 -20 40 0 40 • l ! , I! II! I • ;i l •.e; LhimIhhutrLi1 nl_FUTURE'aIIsE f • 5.17' (S+21C17 14C0 EX1t* 3tiPER'FR1CO831}1. } . . �. ri I ! i I �i 11 II j II I I rf1. 5150 sin MOD 6150 5140 5146 Ilii' 1 i- !lit 5+00 8+00 5150 5158 s144 51 51+0 .r{�I 5f9� r r. 9 I I I I I 1 • , 1420 .70 40 40 4+00 4+56 6+00 1,0 eo 5150 5130 6120 so a rl .a Fee! 14 20 'J0 4O 5C 60 70 00030 7+00 ai0 40 40 -10 ,20 40 0 10 Know what's billow. Call before you dig. 1 2 3 4 5 7 a 9 REVISIONS SUBMITTED TQ w,G- WELD CO. COMMENTS WELD CO. COMMENTS REVISE ACCESS LOCATION NO IMPROVEMTS N. OF WELD CO. COMMNETS MID CO. COMMENTS WELD CO. COMMENTS 7+50 12)15/2017 0110$/2015 43177/201 06,24,2018 Cli31/2018 0111112019 0211212019 0410412019 WELD CO. COMMENTS 1051201'2010 Tal LA PARAGON ENGINEERING CONSULTANTS, INC. 7852 SOUTH ELA11 STREET, SUITE 106 LITTLETON, CO 8012D 303.794-8604 ASPHALT SPECIALTIES WELD COUNTY ROAD 6 EAST OF WELD COUNTY ROAD 11 (*SIGN• SGS DRAWN JAW WCR 6 CROSS SECTIONS DATE oil/NIS SCALE 1" = 20' PROJECT Na 17-014 SHEET 7 51W 9+00 10+00 I;• - I .• .I ; -i !.1 . - 1 I;*I-PROPOSEDGRADE N• — "—'-�.._ E101STIVG GRADE .dll 1 I ' i• ! 5111@ l>1 is ! 5130 -i4 I 5174O 12+00 5170 510 7170 5140 - ~ — I ,•• I ₹ -74 46 r -ED • TT I •I! '1 { ••��ppTT w . <74■4 }.1 =�V LlIIEf'�fi`�I°� 11+00 I -- T "—I I i : 1I ! ;11;1 E 4-441—.--4..44 t Li. li_l_ri-- I 1!d .'1.111 II !1. ' F - I I a• I . I s1 40 74 1 1 1 1 E i I , PROPOSED GRACE 1° l ! i-i- 1 c • EIOS''WG GRADE ii": 7 —1-- 1 1.1 a. Ie ✓ r 1 4 1 -• f F ! -T... I — 1- i • If ! B ; HOR12 SC4l.E: 1'=2 vcRT SGAILE- r = 14' T �t }{ i • 1 I 1. • 1. H •;irk 1dr I r a17 4 I0 I; , P I II I0 1 11 ..- : a'Peb•_.�. 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LSS.1 l- 4 , 40 41 40 14 20 30 76 59 18+00 5170 5174 $1 5176 5164 5170 5160 17+00 r • i • { i • a.i..J �I-7 __ `1 o y 1 _ II r T it 1 .1_ H r - •.y. __._1___ _t_l._�._�. _ ! I I �. . • i PROP105EDERMIE B{tIt_ EXISTING GRADE : 1 1 • 1 1 _ A 1 1 • - ! ! 7 1 1:,:I L_. F#OR12 _ I ! a 40 _e. L.1:. - . .r_ 1 -' t, I Ea0STi08 WAN t. i +! 1 . • e: 1 1 1 • . 1. •. I. 1 1 1 ! I I I 1 -! I!I 11 tI �l ,1 t IJ • Know what's below. Call before you dig, 1 1 19+00 • SEW • 20 IC 76 I MI 0 REVISIONS • • • . r -7441; 20 34 SO 3 WELD CO. COMMENTS 0342712018 IS WELD CO. COMPANETS 01/11/2419 7 WELD CO. COMMENTS 02/12(201S wELD CO. COMMENTS 04A)4/2019 Val • 1.7 • 6170 6170 5101 5154 1140 PARAGON ENGINEERING CONSULTANTS, INC. 7852 SOUTH ELAT1 STREET. SUITE 106 LITTLETON, CO 80120 303-794-8804 ASPHALT SPECIALTIES WELD COUNTY ROAD 6 EAST OF WELD COUNTY ROAD 11 WCR 6 CROSS SECTIONS DATE: 61702019 'SCALE- 1- - 20 SHEET 8 9 WELD CO. COMNIENTS 05/20/2019 DRAWN: JAW PROJECT NO: 17-014 20+00 24+00 28+00 CR 6\Ciad115hH15.b\17-014_CC'aL YMP7 B C OS! EG1101seAsa 8/712IM F:V ab112017 P4aHcbf l -raid Asp 21+00 9170 r.i . Y ' I , 1 51'10• . —j-j—7 T ti- .� .1_. iI i '1 1 •.9' 1 - �• ' 'till •-•' 7- . - 1 . RT ALE: 1_ a it _ I • �.._II o I I vE i I I _ I .I =1 51411 •70 .eD •5D -40 —30 -20 —10 0 10 24 )3 an 50 B0 70 10 � 1 $170 1190 370 15150 MAID ``.. s1� -7 — .4..1-4 • T -.1-• i.:i ' I t....1 22+00 , t 1•!• - v .— - , . 1 r ' ! t -n I i �. _ I _ J. iI' 1 • I i 1 .... • .a ' ' Y • • T AI ' PROPOSED.' � —TT - --;-1-4--1-;--.4---; 1 ' ' 1 —._..r. 1 —� P , I 1 75.00:0 EL -5154.44 = f . r -t • -1' .. • .• t! 7 GPonAE I • X 1 a� - ---`- } 1 I t 3 1 a ' : 7 i I p 1 , [ 1 , 1 • •7 •i i r1 ,X ' ; I •+ If i 1:.3. I _ _-.L I.' F �{{• � . I ryll-- '`.1�.1 qg� e • } y-. ....I I ; 1 I II -b -1- - ._. •• - •i , I - i 1 1• • ' 1 , . i I •-S 1'..�rl I e _ • _ y1 J , —T ._M r l •r.r ;.II ..Gr'. '1' 71 . 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COMMENTS 02/1212019 4 PARAGON ENGINEERING CONSULTANTS, INC. 7852 SOUTH FLAT' STREET, SUITE 106 LITTLETON, CO 80120 303-794.8604 ASPHALT SPECIALTIES WELD COUNTY ROAD 6 EAST OF WELD COUNTY ROAD 11 WCR 6 CROSS SECTIONS 8 WELD CO. COMMENTS 04104'2019 DESIGN: SGS DATE: 6712019 SCALE- 1" = 20' 9 WELD CO. COMMENTS 05/20/2019 DRAWN. JAW PROJECT NO 17.014 SHEET 9 LEGEND t / r r `, - - r t -. .-- ..J / r / F r % 1 J I J _., y � { � / 1 J f x -iir V -. .��. .s.,. -- k �' / f N 1 254076.55 f / r r / a- ws ._ I w e t - 3,Ta.R act z--- — 5133 -- - J /. - _ f al.. t .a-- '' 6. r Et -154031.45 E 3153328.44 ,' E 3153282.37 - % ` K CONST 40 IF OF 1rRGP N 1253982.62 E 3153328.99 a m _N1.25O3419 E 3153407.37 G w IRRIGATION _DITCH R.O W try .4 IC I 50 rte. E FQ X o- MEOUNIOIK ---5535 EXISTING RIGHT-OF-WAY SECTION LINE PROPERTY LINE EXISTING3 CONTOUR EXISTING GAS EXISTING WATER ExISTING ELECTRIC EXISTING FIBER OPTIC EXISTING FENCE LINE EXISTING OVERHEAD POWER LINE EXISTING STORM UNE EXISTING TYPE 't INLET EXISTING POWER POLE EXISTING ASPHALT PAVEMENT PROPOSED CONTOUR PROPOSED CONTOUR (BY OTHERS) PROPOSED DITCH x 5537 O EG FG INV. SL -1 110... I FUTURE RIGHT OF WAY SPOT ELEVATION EXISTING GROUND ELEVATION PROPOSE° FINISHED GRADE INVERT ELEVATION CROSS-SECTION LINE NUMBER PROPOSED SLOPE PROPOSED PAVEMENT STRIPING PROPOSED ASPHALT PAVEMENT PROPOSED GRAVEL SHOULDER PROPOSED ELECTRIC PROPOSED POWER POLE PROPOSED RADIUS ALIGNMENT OFFSET TO RIGHT AUGNMENT OFFSET TO LEFT ACCESS DRIVE CULVERT PROFILE 5160 5160 5150 PROPOSED GRADE AT DITCH ALIGNMENT 5140 - CONST. 40 IF OF 18- RCPit2-75% 513 t- • 5150 EXISTING GRADE AT DITCH ALIGNMENT I•IORIZ SCALE 1' = 50' VERT SCALE. V = 5 38+75 30400 5740 130 40+04 ACCESS ROAD PROFILE 5180 5160 5160 PROPOSED GRADE I 5140 PROPOSIi33'18" OUP 5150 EXISTING GRADE --1-- ---- - - - HORI`1SCALE 1-= 50' VERT SCALE1' _ 513 4Q•+75 41.00 5140 130 41(61 Know what's below. Call before you dig. REVISIONS 1 SUBMITTED TO w -G - WELD CO. COMMENTS 12/16.02017 01/092018 3 WELD CO. COMMENTS 0W27O318 ...tPARAGON ENGINEERING CONSULTANTS, INC. 7852 SOUTH ELAT1 STREET, SUITE 106 UTTLETON, CO 80120 303-794-6804 4 r 5 WELD CO. COMMENTS 07/3012018 WELD CO. COMMENTS OW13f2018 6 WELD CO. COMMENTS 11(281201$ 7 WELD CO- COMMENTS 01/11J-2019 ASPHALT SPECIALTIES WELD COUNTY ROAD 6 EAST OF WELD COUNTY ROAD 11 ACCESS DRIVE PLAN AND PROFILE a WELD CO- COMMENTS 04/04/2019 DESIGN' SGS DATE' 6114019 SCALE 1' • 50 SHEET 10 I B WELD CO- COMMENTS OS'2Qf2019 DRAWN. JAW PROJECT NO: 17-01d FARMERS RESERVOIR AND IRRIGATION COMPANY NOTES: DEFINITIONS A- FACILITY OWNER - FRICO N. PROPERTY OVNNER - ASPHALT SPECSAUTIES C. CONTRACTOR - ASPHALT SPECIALITIES 0. ENGINEER . PARA$ON ENGINEERING 2- ALL IRRIGATION AND CANAL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FARMERS RESERVOIR AND IRRIGATION COMPANY DESIGN REVIEW MANUAL. LATEST EDITION. EXCEPT AS SPECIFICALLY MOC F1ED BY THESE PROJECTDRAYINGS. 3. CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD FRICO HARMLESS FROM ANY AND ALL LABILITY, REAL AND ALLEGED. IN CONNECTION WITH THE PERFORMANCE OFWORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE GROSS NEGLIGENCE OF FRICO. 4. FRICO AND ITS AGENTS OR CONSULTANTS DO NOT MARRRANT OR GUARANTEE THE ADEQUACY OF DESIGNS REVIEWED AND APPROVED BY 'RICO. FRI YS REVIEW OF PROJECT REPORTS. PLANS, AND SPECIFICATIONS IS FOR THE SOLE BENEFIT' of FRICO TO DETERMINE IF PROJECT DETAILS CONFORM TO FRICO DESIGN GUIDELINES, WHICH ARE NECESSARY TO REASONABLY ASSURE THAT PROJECTS DO NotAbVERSELY Al FELT THE FACILITIES OR OPERATIONS OF €RICO. 5. CONTRACTOR SHALL SCHEDULEA PRE -CONSTRUCTION MEETIN'GwITH FRICO REPRESENTATIVE AND IIWELD COUNTY AT LEAST 72 HOURS PRIOR TO START OF CONSTRUCTION_ THOSE IN ATTENDANCE SHALL INCLUDE OWNER'S REPRESENTATIVE. PIONEER. CONTRACTOR, AND OTHER AFFECTED AGENCIES. CONSTRUCTION PLANS WILL BE DISTRIBUTED AT THE PRE•CONSTRUCTION MEETING 6, TECHNICAL APPROVAL BY FRICO OF THE DESIGN OF THE EN/PROVM_MENTS SPECIFIED HEREIN SHALL NOT CONSTITUTE ALTTHOREATION TO BEGIN WORK AN EASEMENT OR LICENSE AGREEMENT APPROVED TEMPORARY ACCESS AND CONSTRUCTION PERMIT (INCLUDING SCHEDULE THAT INCLUDES THE DAY, MONTH, AND YEAR WHEN WORK IS ALLOWED). AND WRITEN NOTICE TO PROCEED FROM FRICO'S GENERAL MANAGER ARE ALSO REQUIRED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES- FOLLOWNG THE APPROVAL OF THE DESIGN PLANS AND EASEMENT OR LICENSE AGREEMENT, AND PRIOR TO THE PRE -CONSTRUCTION MEETING, IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR To SUBMIT A CONSTRUCTION SCHEDULE TO FRICO FOR REVIEW AND APPROVAL. FRIOO'SAPPROVAL OF THE CONSTRUCTION SCHEDULE IS IN FRICO'S SOLE DISCRETION. AND FRICO MAY REFUSE TO APPROVE A SCHEDULE IF IT MAY IMPACT THE CANAL'S OPERATIONS OR FRKLO'S ABILITY TO MAINTAIN OR ACCESS ITS FACILITIES. 7, CONTRACTOR SHALL RESTRICT CONSTRUCTION ACTM1YTOAREAS DEFINED AS PERMANENT AND10R TEMPORARY CONSTRUCTION EASEMENTS, UNLESS OTHERWISE AUTHOREED BY FRICO AND PROPERTY OWNER. B. CONTRACTOR SHALL BE RESPONSIBLE PD! MNNTANING CONTINUOUS ACCESS FOR FRICO PERSONNEL AND EQUIPMENT ALONG THE LENGTH OF THE EXISTING CANAL THROIGHOLITTHE COURSE OF THE PROJECT. 1 ALL MATERIALS ANDWORKMANSHIP SHALL BE SUBJECT To INSPECTION BY FRICO, FRICO RESERVES THE RIGHT TO ACCEPT OR REJECTANY SUCH MATERIALS AND WORKMANSHIP THAT DO NOT CONFORM TO STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TOFRCC° FOR ENGNEERING REVIEW AND APPROVAL PRIOR TO INSTALLATION Of MATERIALS OR FACILITIES FOR WHICH SHOP DRAWINGS ARE CREATED. 10. CONTRACTOR SHALL VERIFY ACCURACY BETWEEN WORK SET FORTH ON THESE PLANS AND WORK REQUIRED IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND FRICO REPRESENTATIVE PRIOR TO START OF CONSTRUCTION. i1. IT IS THE ENGINEER'S RESPONSIBILITY TO RESOLVE CONSTRUCTION PROBLEMSIMTH FRICO DUE TOO -ARCED CONDITIONS ENCOUNTERED BY CONTRACTOR DURING THE PROGRESS OF ANY PORTION OF THE PROPOSED WORK, I, IN THE SOLE OPINION OF FRCO. PROPOSEbALTERATIONS TO THE APPROVED CONSTRUCTION PLANS INVOLVES SlGNIflGANTCHAN13ES TO THE CHARACTER OF THE VVCRK OR TOTHE FUTURE CONTIGUOUS PUBLIC OR PRIVATE MAPROVEMENTS. ENGINEER SHALL BE RESPONSIBLE FOR SUBMITTING REVISED PLANSTO FRICO FOR REVIEWAND APPROVAL, PRIOR TO ANY FURTHER CONSTRUCTION RELATED TO 11hAT PORTION OF THE WORK - 12. GROUNDWATER ENCOUNTERED DURING CONSTRUCTION SHALL Not BE RELEA$EDTO FRICO'$ CANAL OR OTHER FACILITIES WITHOUT WRITTEN APPROVAL PROM THE FRICO GENERAL MANAGER. 13. ALL CONCRETE USED FOR THE PROJECT SHALL. CONFORM TO *cusp. THE CONTRACTOR SHALL SUPPLY FRICO WITH SHOP DRAVWYGSAND SPECIFICATIONS FOR ALL PREFABRICATED CONCRETE STRUCTURES TO INSURE CONFORMANCE TO ACI 350. 11 WHERE THE EXISTING SIDES OR BOTTOM Of THE CANAL ARE DISTURBED AND ARE TO BE REPLACED. THE TOP TWO FEET OF BACKFILL MATERIAL SHALL BE CLAY CONTAINING At I PAST 40 PERCENT BY DRY WEIGHT PASSING THE 420;+ S1EV€ (FINES) AND A PLASTIOTIY INDEX OF 15 OR GREATER. AS AN ALTERNATIVE. THE EXLSTPJG MATERIAL CAN BE MIXED MATH Two PERCENT POWDERED DRY BENTCINITE (BY DRY WEIGHT} PROVIDED THE EXISTING SOILS CONTAIN ATLEAST25 PERCENTf1NEs THE MATERIALS UPON COMPACTION SMALL HAVEA PERMEABILITY LESSTHAN OR EQUAL TO 1x104 CM/SEC AS DETERig ENDED BYASTM D5064. 15, TINE CHANNEL. CLAY LINING SHALL BE COMPACTED TO 90% OF THE MODIFIED PROCTOR (ASTk 01$57) AND WITHIN -2% TO .2% OF THE OPTIMUM MOISTURE CONTENT. FILL SHALL BE PLACED IN THIN LIFTS WITH MAXMUM LOOSE LIFT THCIONESS OF 12 INCHES. PLACEMENT ON DITCH SLOPES MAY REQUIRE OVERBUILDING AND CUTTING BACK TO OBTAIN THE REQUIRED COMPACTION 16. ALL PROPOSED MATERIAL TYPES TO BE USED AS BEDDING, CLAY LINING AND BACKFILL SHALL BE SUBMITTED TO FRICO FOR APPROVAL PRIOR TO PLACEMENT. 17. MATERIALS GRAIN SIZE ANALYSIS (ASIA D422). AI TERBERG LIMITS (AVM D431$). AND MOISTURE•OENSIW RELATIONSHIP TESTS (ASTM b1557) SHALL BE COMPLETED. AS A I CMtAI W. ON EACH SOIL TYPE OR AT A RATE Of 300 GY OF MATERIAL PLACED. WHICHEVER IS GREATER. 1'3. COMPACTION OF BEDDING. CLAY LINING AND ALL TYPES CIF BACKFILL SMALL BE TESTED AT A RATE OF AT LEAST FOUR TESTS PER 1,1500 SQUARE FEET OF FILL MATERIAL PER THIS FREQUENCY MAY BE ALTERED BY THE ENGINEER OR FRICO REPRESENTATIVE DEPENDING ON THE PROJECT. THE METHODS BY WHICH THE CONTRACTOR IS USING TO OBTAIN COMPACTION. OR IF CIRCUMSTANCES WARRANT ADDITIONAL TESTING. THE TESTING SHALL BEAT VARIOUS DEPTHS AND LOCATIONS. THE ENGINEER OR AN OWNER'S REPRESENTATIVE RESERVES THE FRIGHT TO REQUEST ADDITIONAL TESTS AND DETERMINE THE LOCATION OF TESTING. THE TESTING MAY BE. COMPLETED EITHER BY BAND CONE DENSITY TEST (ASTM P1i5a) OR BY THE NUCLEAR GAUGE (ASDS333) METHODS. TEST RESULTS SHALL BE SUBMITTED TO FRICO'S REPRESENTATIVE WITHN 24 HOURS OF THE TESTOR ON THE NEXT WORIONG DAY. 19_ ON STEEP SIDE SLOPES, FILL MATERIALS, WHETHER CLAY LINING OR SUBGRADE SOILS. MAY BE REQUIRED TO BE PLACED IN HORIZONTAL LIFTSALONGTHE SLOPE TO ACHIEVE THE REQUIRED CCILIPACTION_ THIS METHOD MAIL CREATE AN OVERBUILT SECTION THAT MALL BE CUTBACK TO FORM THE DESIGN SLOPE. 20. CONTRACTOR SHALL MAINTAIN SILT FENCE AND OTHER EROSION AND SEDIMENT CONTROL BAPS ON A DAILY BASS AND SHALL PREVENT DEBRIS FROM ENTERING INTO THE CANAL THE CONTRACTOR WLL SE RESPONSIBLE FOR DAILY CLEANING OF DEBRIS THAT ENTERS THE CANAL, IP IMPS FAIL 21. UNLESS ANOTHER SPECIFIC MAINTENANCE AGREEMENT IS IN PLACE, CONTRACTOR, SHALL BE RESPONSIBLE FOR THE PROPER FUNCTIONSNG CAF FACILITY IMPROVEME'N'TS FOR A MINYLN4 OF TWO YEARS FROM THE DATE OF SUBSTANTIAL COMPLETION 1 CONSTRUCTION ACCEPTANCE OF THE IMPROVEMENTS BY FRICO. ANY FAILURE buRINo THIS PERIOD OF GUARANTEE SHALL BE REM€DIED BY CONTRACTOR TO THE SATISFACTION OF FRICO AT CONTRACTOR'S EXPENSE. 22 AS -BUILT DOCUMENTS ARE TO BE SUPPLIED TO FRICO PRIOR TO SUBSTANTIAL COMPLETION/ CONSTRUCTION ACCEPTANCE OF THE IMPROVEMENTS. RECORD DOCUMENTS SHALL BE SUBMITTED ELECTRONICALLY IN BOTH PDF AND AUTOCAD FORMAT PRIOR TO FRICO ACCEPTANCE. AS -BUILT DRAWINGS SHALL BE SIGNED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER. 23 INSTALL MARKER POSTS AT FRICO'S ROW LASTS ON BOTH SIDE Of THE CANAL TO DESIGNATE THE LOCA11oN Of ANY LPNDERGROUND UTILITIES. ADDITIONAL FARMERS RESERVOIR AND IRRIGATION COMPANY NOTES: 1. ANY ExISTiNG FRICo ACCESS ROAD THAT IS DISTURBED DURJNO THE. CONSTRUCTION PROCESS MUST BE RESTORED IN ACCORDANCE WITH THE FARMERS RESERVOIR AND IRRIGATION COMPANYDESIGN CRITERIA SECTION 4.3. CONCRETE GENERAL NOTES: 1. ALL CONCRETE SHALL BE CLASS D AND DEVELOP A 28 DAY COMPRESSIVE STRENGTH OF#500 PSI MINIMUM. 2 CONCRETE MX SHALL NAVE A MAXIMUM MATER/CONCRETE WC) RATIO OF 0.42 IN ACCORDANCE WITH ACI 360.. 3- CONCRETE FORMS FOR CAST -IN -PLACE CONCRETE BOX CULVERT (CSC} SHALL NOT BE REMOVED UNTIL THE. CONCRETE COMPRESSIVE STRENGTH EXCEEDS 3000 PSI. 4. REFER TO COOT -STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CQMSTRUCTIOWANO COOT STANDARD PLANS FOR DESIGN STANDARDS. 5. NOTE THAT THE NEW CULVERT WILL14AVE LESS THAN TWO (2) FEET OF FILL HEIGHT. PROVIDE wATERPROOFINC MEMBRANE AND EPDXY COATED BARS AS SPECIFIED ON CDOT STANDARD PLAN M-601-1. ANY COLD JOINT OR JOINT TO EXISTING CONCRETE SHALL HAVE AWIATERSTOP. PROVIDE ADEKA ULTRASEAL MC-200STYATERSTDP. INSTALL PER MANUFACTURER RECOMMENDATIONS. 7. UNSPECIFED WATERSTOP PRODUCTS USED WHEN CONCRETE COVER IS LESS THAN INCHES WILL REQUIRE A PRODUCT SUBMITTAL TO BE APPROVED PRIOR TO CONSTRUCTION_ PROPOSED TEMPORARY i CONST. EASEMENT N 1254032,76 E 31534/277 CONST. 20.3 LF 5.17'x17 RC8 A'l -0.S% N 1254012.48 ' E 3153412 91 DC CONCRETE CHANNEL N 125403314 E 3153428 00 ".- ••. `N 254029.10, ,nF .S{ N 125401257 ;E3 26.10 s,r'•(;•: • E 3153426 22 6" SLAB -ON -GRADE TAPERED DITCH SECTION FROM EXISTING CHANNEL TO NEW BOX CULVERT /WING WALLS BOTH 7777 5150 SIDES 20 C.Y. ROAD BASE DiTCH ACCESS DRIVE X 900 BULL CANAL DITCH PROFILE $JI.NTECHANNEL COOT M-601-1 BOX CULVERT. _. PROVIDE REINFORCING FOR 5.1x", R -is BOX SIZE ADJUST REINFORCING DIMENSIONS v1 FROM 6-8 TO 5.10 TO MATCH EXISTING 5.17' CULVERT BOX. MATCH EXISTING GRADE REFER TO CONSTRUCTION JOINT TO EXISTING CHANNEL DETAIL IRS SHEET I EX. GRADE a DITCH CL h 5140 6" SLA aDN—GRADE OVER 17 MOISTURE CONDITIONED 8 RECOMPACTED SUBGRADE S'135 I D' • a 1 1' ASPHALT SHOULDER t,-GMwEL SHFJULDE • ' ' EDGE OF TRAVEL LANE -PROPOSED ASPHALT a4� •. r. ' EMBED AND EPDXY 44x iEr - EPDXY COATED BARS Q --- - a a •I •--- a . - • + O a M . a. 4 a a e 12" o_C_ ALL SIDES. EK E11Tfl2''RCB a4 r 18' its 17 O.C_ I r 4r.Vr_ s `_4 •u.e. PAC -9 -PAP n. —4 I i I i c CONTRACTOR TO VERIFY IF EXISTING CULVERT HAS TOE -WALL BELOW GRADE IF TOE -WALL EXISTS. PROTECT EN PLACE. 7 OVER EX & RECOMPACT CLASS 1 ABC PER CDOT M-206-1 HORIZ SCALE 1' = 20 - VERT SCALE r = 2' 0 5150 -0,550 0400 1.00 5140 5135 1420 Know what's SIdw. 73 LEGEND G E - Fa OF fS3y 4u 1 Fees E)gsT1Ns RIGHT-OF-WAY SECTION UNE PROPERTY LINE EXISTING CONTOUR BUSTING GAS EXISTING WATER EXISTING ELECTRIC EXISTING FIBER OPTIC EXISTING FENCE LINE EXISTING OVERHEAD POWER LINE EXISTING STORM UNE EXISTING TYPE 1C' INLET EXISTING POWER POLE EXISTING ASPHALT PAVEMENT PROPOSED CONTOUR PROPOSED CONTOUR (BY OTHERS) PROPOSED DITCH 5537.30 EG FG INV. SL -1 3:1 6'Asssa�� - ... FUTURE RIGHT OF WAY SPOT ELEVATION EXISTING GROUND ELEVATION PROPOSED FINISHED GRADE INVERT ELEVATION CROSS-SECTION UNE NUMBER PROPOSED SLOPE PROPOSED PAVEMENT STRIPING PROPOSED ASPHALT PAVEMENT PROPOSED GRAVEL SHOULDER PROPOSED ELECTRIC PROPOSED POWER POLE PROPOSED RADIUS ALIGNMENT OFFSET TO RIGHT ALIGNMENT OFFSET TO LEFT FASTING BOX CULVERT CROSS-SECTION NOT TO SCALE REVISIONS 1 SUBMITTED TO W.C. 13)18121317 2 WELD CO. COMMENTS 01/Q5t2Q18 PARAGON ENGINEERING CONSULTANTS, INC, 7852 SOUTH ELATI STREET, SUITE 106 LITTLET0N, CO 80120 303-794-8604 3 WELD CO. COMMENTS 03/272018 4 REVISE ACCESS LOCATION 0824/2018 S NO IMPROVEMTS N. OF CL 10131/2418 6 WELD CO. COMMEETS 01/11/2019 7 WELD CO. COMMENTS 02112'7014 ASPHALT SPECIALTIES WELD COUNTY ROAD B EAST OF WELD COUNTY ROAD 11 BULL DITCH PLAN AND PROFILE Call before you dig. B WELD co. COMMENTS 04)04/2019 DESIGN. SOS DATE. 6/72019 'SCALE. 1' = 50' PROJECT NO: 17-014 9 WIELP Co. COMMENTS OS.020/2019 DRAWN: JAW SHEET 1i CULVERT REINFORCEMENT S' TOP OF GRADE 17 MOISTURE CONDITIONED A RECOMPACTED SUBGRADE TO 95% STANDARD PROCTOR PER ASTM 0688 UNDER SLAB ON GRADE 13' -8 - RE: M-601-1 FOR BOX CULVERT DETAILS (SHEET 11) SECTION A -A NOT TO SCALE NEW CULVERT PROVIDE HEADWALL AT CONNECTION BETWEEN NEW CULVERT & EXISTING CULVERT. RE COOT M-601-1 FOR REINFORCING. 3' -4 - PROVIDE TOE WALL AT CONNECTION BETWEEN NEW CULVERT & ExISTIM3 CULVERT. RE CDOT M401.1 FOR REINFORCING. 12- S' W1NGWALL RE: CDOT M401-20 USE DESIGN FOR h=6' W! TOE WALL. IrvP OF EACH SIDE). 3' 6' SLAB -ON -GRADE win BARS, GRADE 60. AT it O.C. EACH WAY, CENTERED IN SLAB. PROVIDE 25' LAP SPLICE AS REQUIRED_ EXISTING CULVERT AN EPDXY COATED OO1hELS RE SLAB REINFORCEMENT PLAN IF EXISTING CULVERT HAS e- TOE WALL BELOW GRADE, PROTECT IN PLACE SECTION B -B NOT TO SCALE Know what's below. Call before you dig. HYDROPHILIC WATERSTOP 1 3O -;MINI LAP SPACE VARIES RE CDOT STANDARD PLAN/ NO M-601-1 CONSTRUCTION JOINT FOR CULVERT TOP/BOTTOM SLAB AND WALLS NOT TO SCALE PROPOSED CONCRETE CHANNEL I It' (MIN-) 2C (MIN.) *4 REBAR X4 HOOKS it O.C. PROVIDE WATERSTOP AT JOINT EXISTING CONCRETE CHANNEL 6- (MIN_) 10 -;MIN,} CONSTRUCTION JOINT PROPOSED CHANNEL TO EXISTING CHANNEL (EXISTING LINING THICKNESS < 6 INCHES) PROVIDE WATERSTOP AT JOINT PROPOSED CONCRETE CHANNEL S' NOT TO SCALE DRILL ALTERNATING 6' DEEP & 1 Q' DEEP WO HOLES it 17 O.C. INTO CENTER OF EXISTING CONCRETE CLEAN HOLE a BOND 45X7 -6 - DOWELS WI SIKADUR ANCHORF1X4 BY SIKACORP EXISTING CONCRETE r CHANNEL i CONSTRUCTION JOINT PROPOSED CHANNEL TO EXISTING CHANNEL (EXISTING LINING THICKNESS > 6 INCHES) NOT TO SCALE EMBED & EPDXY *4 x 1r LONG EPDXY COATED BARS ©12" O.C.. ALL SIDES. CENTER BARS IN EXISTING CULVERT WALLS f SLA9 AND BEND AS REQUIRED INTO NEW CULVERT TOP AND BOTTOM SLAB REINFORCEMENT. RE CDOT M-601-1 FOR BAR SIZE AND SPACING. CULVERT PROVIDE WATERSTOP AT JOINT TO EXISTING BOX CULVERT NEW BOX CULVERT NEW BOX CULVERT TOP & BOTTOM SLAB REINFORCEMENT PLAN NOT TO SCALE REVISIONS 1 SUBMITTED TO WC. 121}61701? 2 WELD CO. COMMENTS 01/052016 3 WELD CO. COMMENTS 03/272018 4 REVISE ACCESS LDCA17 DN 45/26/2018 5 NO IMPROVEMTS N. OF CL 10/31/2018 6 WELD CO. COMMNETS 01/11/2019 7 WELD CO. COMMENTS 02/12x2019 8 WELD CO. COMMENTS 041042012 9 WELD CO. COMMENTS 25120/2012 PARAGON ENGINEERING CONSULTANTS, INC. 7652 SOUTH ELAT1 STREET, SUITE 106 LITTLETON, CO 80120 343.794-6604 ASPHALT SPECIALTIES WELD COUNTY ROAD S EAST OF WELD COUNTY ROAD 11 DESIGN: SGS DRAWN: JAW BULL DITCH CANAL DETAILS DATE: 6/7/2019 ;SCALE 1-- 50' PROJECT NO: 17.414 SHEET 12 FINAL V•r'--- tee- C -x x w emplom 1 add , — — r INITIAL f 'ti LEGEND ---5530--- U E .v MINALIMODICIWIMI 5535 ti 1 - r --------------- EXISTING RIGHT-OF-WAY SECTION UNE PROPERTY UNE DOSING CONTOUR EXISTING GAS EXISTING WATER EXISTING ELECTRIC EXISTING FIBER OPTIC EXISTING FENCE TINE EXISTING OVERHEAD POWER LINE EXISTING STORM UNE EXISTING TYPE 'C. INLET EXISTING POWER POLE EXISTING ASPHALT PAVEMENT PROPOSECI CONTOUR I I I - 5154 LOC _ 23+00 5531.30 EG FG INV. SL -1 9 _ 3 I `,i1.f f• E R= IR) IL) I IRRIGATION DITCH R.O.W. 5132---- --� 1,050 LF INITIAL FUTURE FLIGHT OF WAY SPOT ELEVATION EXISTING GROUND ELEVATION PROPOSED FINISHED GRADE INVERT ELEVATION CROSS-SECTION LINE NUMBER PROPOSED SLOPE PROPOSED PAVEMENT STf1P1NG PROPOSED ASPHALT PAVEMENT PROPOSED GRAVEL SHOULDER PROPOSED ELECTRIC PROPOSED POWER POLE PROPOSED RADIUS AUGNMENT OFFSET TO RJ'HT ALIGNMENT OFFSET TO LEFT fYJ FINAL I G ad ter rr` / `—rr a --g te _ -� "— ter f~ f~ r� T� "-„F f ? I 1 13+80 {.t•om;=•,..-. aa..}_ :p.•. :.::::: .`-': :'i''r•'+• •gr, MIR a wry+ ■ INITLAL \ r mr — r FUTURE DETENTION POND DESIGN BY i OTHERS r 51SJ- -127+CI0 _ . - -- -- 2$*00 i FINAL �T f LOC BMP LEGEND .Pala a.•' '• V I. INITIAL N I I 'II I t C 60 r I ti 1 w w— w I a — — 201 OPESIMINI Mn L R'FPPP! WO Co t_ . aLr,all WIT JIM +pFL - . •• f f +�' I a C.! 7i WI ° F - M U Ma -r fli Stereo r1 am (semi r—. NYS PAS I SM mini i L • Dww�i =INN 1r FOrPw Mc rtF7*Slum a tilt %ttr' `..i.r9■fir mit...q F•+" at F;Mg WF1jiA11 m t Ault1i AVM ID a l IC MO rT le CAI R 1 - L 'i . • 4 R 1 bk PIP MS DSO le . .•I - % .-J {� - PCS& 01 rag Kt x WOOL ".. .. I -.S :i T 7 etc viLusi. 1�fI a. Er tic' aFbl1 (bF f0 FS) ) wan pia Cam Witt �CaX 7m1 Fe e.rrr �. lima >oa Inkik- I( harbia plat lflaw, el OS.+rslm, `�- r PA b bKCRb In WA. a�31 MO F ! .\ f. a fS SILT FENCE CONSTRUCTION DETAIL DETAIL SILT FENCE EROSION IS AMER isuLOHisO Liar Oar and PreFV caw Plaorm tCade Few. C-1 J = fire f# FNMA Era= taw qam farNe r. O'#Q {+f#w carrel w-: Mi•J«'R� ]..rpr Sul N]} LIMITS OF CONSTRUCTION EROSION CONTROL BLANKET AFTER GRADING PAD CONSTRUCTION ACTIVITIES REINFORCED ROCK BERM CULVERT PROTECTION PRIOR tO CONSTRUCTION AND GRACING ACTIVITIES SEEDINGAND MULCHNG AFTER GRADING AND CONSTRUCTION ACTIVITIES SILT FENCE PRIOR TO CONSTRUCTION AND GRADING ACTIVITIES Know whats below. Call before you dig. WELL =COMMENTS 0118812016 WELD CO. COMMENTS 03127/2016 PARAGON ENGINEERING CONSULTANTS, INC, 7852 SOUTH ELATE STREET, SUITE: 146 UTT'LETON, CO 80120 303.79-8604 4 REVISE ACCESSIAGA.TIO 06/26/2016 NO IMPROVEMT$ N. Of C0(3112013 6 WELD CO- COMMEETS 01/1112019 7 VELD CO. COMMENTS 02/12)2019 ASPHALT SPECIALTIES WELD COUNTY ROAD 8 EAST OF WELD COUNTY ROAD 11 GRADING, EROSION AND SEDIMENT CONTROL PLAN 6 WELD CO. COMMENTS 04104)2019 DESIGN SGS DATE 617/2010 SCALE 1• = 50' 9 WELD CO. COMMENTS O5220!2019 DRAWN. JAW PROJECT NO - 17 -014 SHEET 13 PROPOSED CONTOUR (BY OTHERS) PROPOSED DITCH WCR8 M 2 WCR 6 TRAFFIC CONTROL NOTES: 1_ WELD COUNTY WILL NOT ALLOW FULL CLOSURE OF WCR 6, ONLY FLAGGING OPERATIONS DURING DAYLIGHT HOURS_ 2, 2 -WAY TRAFFIC MUST BE SAFELY ESTABLISHED AT LEAST ONE (1), HOUR BEFORE SUNDOWN. PROJECT SITE 500'500' 500' 500' 500' 500' 4-1 Know what's below. Call before you dig. 0 SOO REVISIONS 1 SUBMITTED TO W.C. 12J18/2017 2 ` WELD CO. COMMENTS 0111018 PARAGON ENGINEERING CONSULTANTS, INC. 7852 SOUTH ELATI STREET, SUITE 101 LITTLETOM, CO 80120 303-794$604 3 WELD CO. COMMENTS 031'17/20'7 S rI KvisE ACCESS LOCATION 08.ra2o173 5 NO IMPROVEMTS N. Of (1)131120773 6 WELDCO. COMMNETS 01111/2010 7 WELD CO. COMMENTS 02(12/20 t 9 ASPHALT SPECIALTIES WELD COUNTY ROAD 6 EAST OF WELD COUNTY ROAD 11 TRAFFIC CONTROL PLAN 8 WELD CO. COMMENTS 04!0412019 DESIeN: SOS DATE: 6/7/2019 SCALE NIA SHEET 14 WELD CO. COMMENTS 05/2012019 DRAWN JAW PROJECT NC. 17-014 SIGN AND STRIPING NOTES: CONTRACTOR SHALL LAYOUT PROPOSED MARKINGS AS SHOW USING TEMPORARY PAINT FIRST. FOR INSPECTION BY THE ENGINEER. UPON APPROVAL OF THE LAYOUT FROM THE ENGINEER CONTRACTOR SMALL INSTALL PERMANENT PAVEMENT MARKING MATERIALS USING THE TEMPORARY PAINT AS A GUIDE. ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE OF THIS ACTIVITY. 2. CONTRACTOR SHALL RELOCATE WELD COUNTY SPEED OMIT SIGNS DISTURBED WITH THE NEW ROAD WIDENING PER THE ENGINEERS REQUIREMENTS. 3. F_)LISTING MARKINGS THAT CONFUCT WITH THIS PLAN SHALL BE REMOVED BY AN APPROVED METHOD. 4. PAVEMENT MARKING MATERIALS USED ON THIS PROJECT SMALL BE AS FOLLOWS. a. LANE LINES, CHANNEU2ING LINES. EDGE UNES AND CENTER ONES . PAINT AS PER CDOT STANDARD SPEC. SECTION 677. b. STOP BAR - USE PREFORMED THERMOPLASTIC PAVEMENT MARKING. c LEFT TuRN ARROWS. RIGHT TURN ARROWS AND LANE REDIRECT ARROWS SHALL BE INSTALLED USING PREFORMED THERMO PLASTIC AS PER COOT STANDARD SPEC SECTION 527. W9 2 Know what's below. Call before you dig. 5. 6. 7. 8. ALL SIGN POST SHALL BE TX7' TUBING WTH 225"X2.25" RA.S. ALL SIGNAGE AND MARKINGS TO CONFORM TO M.U.T.C.D. LATEST EDITION. ALL SIGN TUBINGS ARE 112 U.S. STD. GAGE WALL THICKNESS. SIGN PAST INSTALLATION SHALL FOLLOW THE MANUFACTURE'S INSTRUCTIONS AND THESE SPECIFICATIONS. a. THE SIGN POST ANCHORS SHALL BE DRIVEN INTO THE GROUND FLUSH V•ITH THE FINISHED GROUND. b. INSERT SIGN POST AND ANCHOR ASSEMBLY 6 INCHES INSTALL WEDGE c. INSTALLED SIGN AND POST SHALL BE PLUMB AND FREE OF VERTICAL AND LATERAL MOVEMENT. 30" R1-1 REvISIONS 1 SLSMFTTED TO w.C, 1211812017 2 WELD CO, OOIalENTS 01 /0517010 40 W4 -2L SIGN DETAILS NOT TO SCALE Val 30" RIGHT LANE MUST TURN RIGHT • _ -R3-7R PARAGON ENGINEERING CONSULTANTS, INC. 7852 SOUTH ELAT1 STREET. SUITE 101 LITTLETON, CO 80120 303-794-8804 3 WELD GO. COMMENTS 1312712019 4 REVISE AC(FSS LOCATION 3F5/26r241B 5 NO IMPROVEINTS N. OF [pt312019 6 WELD CO. COMMNETS 0111112019 7 WELD CO. COMMENTS 02/1212419 ASPHALT SPECIALTIES WELD COUNTY ROAD 6 EAST OF WELD COUNTY ROAD 11 SIGN AND STRIPING DETAIL SHEET a WVELD CO. COMMENTS 04/04/2019 DESIGN- SGS DATE' 6+72419 (SCALE: N/A SHEET is 9 WELD CO. COMMENTS D511012019 DRAM: JAW PROJECT NO 17-014 I F:Uob&2017 Pro 117 14 Alp 0+00 a i x X OP x w ___s RECREATIONAL STORAGE SOLUTIONS LLC PARCEL NO. 146724300005 PHASE I PREPARE SUB BASE AND CONST. 2 BOTTOM LIFTS OF ASPHALT PHASE I SAINCUT EXISTING ASPHALT PJ LASE I X REMOVE EXISTING 1er CROP < PHASEI GRADE PROPOSED DITCH AND INSTALL NEW 18' RCP x x AS$I$ VUE PARCEL NO. 146724400015 LU Q ra Q W W WI 2 JI I TUNE • _ jc S amp PHASE I CONST. CONCRETE PAN AND TIE INTO EX ASPHALT DRIVE LEGEND 5530 . . . . . . 1] 71) a,. l 3P IIt EXISTING RIGHT-OF-WAY SECTION LINE PROPERTY UNE EXISTING CONTOUR EXISTING GAS EXISTING WATER EXISTING ELECTRIC EXISTING FIBER OPTIC EXISTING FENCE UNE EXISTING OVERHEAD POWER UNE EXISTING STORM LINE EXISTING TYPE INLET EXISTING POWER POLE PROPOSED ASPHALT PAVEMENT x w PHA$Ei SAWCUT EXISTING ASPHALT PHASE I GRADING DRAIN TO RETENTION POND a i i — S r PHASE I PRE SUS -EASE AND CONST. 2 BOTTOM LIFTS OF ASPHALT 5530 55373° EG FG INV. SL -1 2% 31 I E Ca) w WRC 619+#} 7 7 PHASE 1 APPROX. UMITS OF PHASE I PROPOSED GGNTOUR PROPOSED DITCH PROPOSED STORM SEWER FUTURE RIGHT OF WAY SPOT ELEVATION EXISTING GROUND ELEVATION F'RG1'G5Eb FINISHED GRADE INVERT ELEVATION CROSS-SECTION UNE NUMBER PROPOSED SLOPE PROPOSED PAVEMENT STRIPING PROPOSED GRAVEL SHOULDER PROPOSED ELECTRIC PROPOSED POWER POLE HUNT BROTHERS PROPERTIES INC. PARCEL NO. 148720104038 26.00 21+00 701k C_W. i J w w w yr w yr SI-IOA.A L VUE PARCEL NO. 146724400016 Mime PHASE PREPARE SUB -BASE AND CONST. 2 BOTTOM LIFTS OF ASPHALT HUNT BROTHERS PROPERTIES INC. PARCEL NO, 146 72 51 00639 SHOUA L VUE PARCEL NO. 14672440008S i i w w ��+ es PHASE I GRADING DRAIN TO RETENTION POND r 3 i r 4g /- —ima .GP 23+00 24••00 x . x PHASE,' GRADING PROPOSED ROADSIDE DITCH SIGN AND STRIPING KEY: LANE UNE. WHITE 8"'W1DE BROKEN ITYP ) EDGE UNE M-11TE 4' WIDE SOUD (TYP.) iD 0 O S CENTERLINE: DOUBLE YELLOW 4' WADE SOLID PAINTED MEDIAN. DOUBLE YELLOWC WIDE SCUD CHANNELR]NG LINE. V41-EITE 8" VMDE SCUD STOP BAR. THERMO-PLASTIC V*IITE 2d" WOE SPUD 30' STOP SIGN (R1.1) 30" LEFT LANE ENDS MERGE RIGHT SIGN (W9 2L) 30 LANES MERGE SIGN (W4-21 30" RIGHT LANE MUST TURN RIGHT SIGN LX -R3 -7R) RIGHT TURN ARROW PREFORMED THERMO PLASTIC LEFT TURN ARROW PREFORMED THERMO PLASTIC MERGE ARROW PREFORMED THERMO PLASTIC IRRIGATION DITCH R.O.W. CAC 60' STRIP FOR THE EAST BRANCH OF THE BULL DITCH CANAL BOOK 406, PAGE 293. PHASEI SAV,AGUT EXISTING ASPHALT PHA$EI PREPARE SUB -SASE AND CONST. 2 BOTTOM LIFTS OF ASPHALT PHASE I PREPARE SUB -BASE AND CONST. 2 BOTTOM UFTS OF ASPHALT Knew what's below. Call before you dig. PHASE 1 APPROX. LIMITS OF PHASE I HUNT egoTHER& PROPERTIES INC. PARCEL NO. 1 46 72 51 00039 PHASE I APPROX. WAITS OF PHASE 1 SECTION UNE ASSTS VUE PARCEL NO.146724400015 4 J m St - GIB x x— x x PHASE I SAAC LIT EXISTING ASPHALT 29+00 I S PHA CONST. CONCRETE PAN TIE INTO EX ASPHALT DP 30+00 U 00: sal REVISIONS 1 SUBMITTED TO W.C. 12118/2017 2 WELD CO. COMMENTS 01/0512018 3 WELD CO. COMMENTS 03/2712018 4 IZEvISE ACCESS LOCATION 06/2612016 5 NO IMPROVEMTS N. cm 1 112018 .5 WELD CO. COMMENTS 01/11°019 7 WELD CO. COMMENTS 02/12/2019 8 WELD CO. COMMENTS 04/0412019 9 WELD CO. COMMENTS 0512012019 911.71 PARAGON ENGINEERING CONSULTANTS, INC. 7652 SOUTH ELATI STREET, SUITE 106 LITTLETON, CO 80120 303-7944604 ASPHALT SPECIALTIES WELD COUNTY ROAD 6 EAST OF WELD COUNTY ROAD 11 PHASE I PLAN DESIGN: TAC DATE. 61712019 DRAWN JAW PROJECT NO. SCALE 1- - 50' 17.014 SHEET 16 Kra F linhoorr..t.vn.fiin,nnctrar Shinn 'k'n X ` MILL AND OVERLAY EXISTING ASPHALT a a 0 w OP PHASE II w w OP ,.Yw1 C�51b1. +_. ti/ _ — ��p - r• ,- t_. .i .P.h^Sa., -;�- �n r..• ..,..T.xs�- x.i�,,. :,1�. 10+{J6 C. �. . 11{UI} `: -ire~s;:.- ';12�OU _-:!'�`1jF"•"+-}'>: tf'"R .:s:Y11A+ACl -: ]..�.-r„� 15+00 �s',��•n--i : �' x n. - +w rr_, r- �r!� 11:442''` �6-p �}':',a + .4.. R . - _ 7+06 .j�. _ a 6+ �?�-`•r4er S r'i.�'i w ,.-lil, #R -- .q 'a�I. s. .�.•evr.. .--• .. •_�-} :'4a c. �.. � ..,�% 5+00. :8 OQ fi�•'1. # n �..S..i,'�ie• may( .•s-�,. >- 'f. %`:' i +1;4�r tia7i!ix .;-� . �,er .sr••'_"' . r, a.neae�..t I .erv. -,e �.. � -_— _ ^"., 3+'�lil >•. � � - �� . i•"' '-....{'.. _.:,. ... • � .,. 'a _ .. �... �.r.r r.- -,•.n. ss. ,nn ___....__ .. �.. °rrTa{r�}�'... ,.. �... .. .. ..... .. � _ ..e. r-.-.a..v^rr-� IfI e. dnft.aldi r .. _. .L. aATilP� .,}v'•. }'� �•'�rla .. _. �-- • ` 4 • -' 1. - r. RECREATIONAL STORAGE SOLUTIONS 2 LLD PARCEL NO. 1467243000055 SHOUA L VUE PARCEL NO.14672440005.S IRRIGATION DITCHROW. 60' STRIP FOR THE EAST BRANCH OF THE BULL DITCH CANAL BOOK 4Q6. PAGE 293. PHatc U MILL AND OVERLAY EXISTING ASPHALT SECTION UNE ASSTS VUE PARCEL NO, 146724400015 W z C, It La 141 IV) 4 J W _ f. 1 DO ' .-a.rs � •. �.eLT ..t �. J f - :wrr 4 - :}l y•� '}a �:.f. -gam �a�^._ {-�.-. -.•J•_.i .•i 'a. ir':.r..::�.S•a F}. �,.. Y.. —L - _ u _ _ .'F. - .•r. r-. [:ter•. _ ill" II -4r— n."1"1•.:.a' ar..g7' — •':.''ii's.,.r_ � :Sv •a 7`- •�:.• ,r" .C;1 •. is ..Syy. �rN. ef'}-. 5R. r,. !• , , .iP .. •.7• ' YI ')r1e ?Rita , -;..+ ..t �. r r n ^r d' �fj� t1}(n'.r i'JJ :.sue w aY.�a� �k�3� •�rr' i 'f t v %:� ti ti l ; 1� �t' s rid.-<. ai:.. ua• Ifl..LY- L y,i.�• ,n e4'i: y% i:t�:•r • ��,`-f ^'T 'SL_�BL �I' .,a•�•k.•'r"i _. f's�-'F� �f.CFa.�•�l{�.t �sx.;... �L�:1 �`yJ I�wi - _ .s :- - ^�i• :A- +t •. ^:.z"1 -rl. •"a .�..trdut.Ltle- - ---.. _ —-._��.�._�__._..._'E.-_,.. -`-'3 -'--..a...w_... .. _`----"_•- :_...4......is tifaT-'a[_'�` r"_.. [s_.?"•. Yom_ Fi�''i,TL"��F�•�r.a_.`'a ti4S }Fu, •'it -•w __ _—_ , •,.� ..v . r.•.- r.. -u a.:. :.‘al v—[4'•liY! ' Y.: •• rYtis ae' -ti �' i 'a,�"'. .�i�l is .i'4 �r ca: q.:• �_ .i. ti` ft. �nAr�. c+ i�'�. x+44 yam,_ '. d VF'1 '7i ' a -71 y,ly�,. •Tr• _ ..:,�-: =vo3r ••. r.. .. r:, �.i:�•.,_ a�F� �-�S'd:-f'P+: •-1f 'Y. + �?ri1"'�-�`^ •�:R $� �ir1�!' P}HA.% if FINAL LIFT FOR WIDENING VVCR 6 x x ASSTS VUE PARCEL NO.145724400015 I UNE W } O C) • . - E St x x PHASE II SEED AND MULCH i 3 w Them a 7 APPROXIMATE W UMITS OF PHASE II PI3ASE 9 MILL AND OVERLAY EXISTING ASP WALT ••. •i�� l '; _ �• .i Ti�!$�'.Il s _ .. 1 V.l • i��•',:.1: 1�TVlr _a .ii•Y- i i -. y! 1 a �g E - ti - -r. - - ;. � •. _" r:z'� _ _�.1_' � - � .._ is �. - yi�"•'..-.r•-•: - . ir: `}°t�e. • •� Z :�,i �t" �-F.ti--• Llr'• •- "' ; - .., �':"!� ~{"t „ .r'-i r - ,� r ti 7C, 4=r•�, - "-•-r •,� '. 1 •'4:_ 4 • a t�. I1 KR HUNT BROTHERS BO PROPERTIES INC. II PARCEL NO_ 14872510003E +r IS I, r vs PHASE II FINAL UFT FOR WIDENING WCR 6 LEGEND 5530 C Y E rL Cr 9 OJ EXISTING RIGHT-OF-WAY SECTION UNE PROPERTY LINE EXISTING CONTOUR EXISTING GAS EXISTING WATER EXISTING ELECTRIC EXISTING FIBER OPTIC EXISTING FENCE UNE EXISTING OVERHEAD POWER UNE EXISTING STORM LINE EXISTING TYPE 'C' INLET EXISTING FOYER POLE PROPOSED ASPHALT PAVEMENT I 1 J 5530 • PFi4t.4E SEED AND MULCH w _ w w 12' APPROXIMATE UMI.1-S OF PHASE II a re .wl�r•a - .. r :n PHASE II PROVIDE PINAL STRIPING AND SIGNS It 653-00 Eta PG I NV. SL -1 2% 3 1 I E — PROPOSED CONTOUR PROPOSED DITCH PROPOSED STORM SEWER FUTURE RIGHT OF WAY SPOT ELEVATION EXISTING GROUND ELEVATION PROPOSED FINISHED GRADE INVERT ELEVATION CROSS-SECTION UNE NUMBER PROPOSED SLOPE PROPOSED PAVEMENT STRIPING PROPOSED GRAVEL SHOULDER PROPOSED ELECTRIC PROPOSED POWER POLE 211-00 PHA•S II SEEC AND MULCH Si-IOUA L VUE PARCEL NO, 146724400016 'It x — i ea i'I�i Nola r n'---..iiC--Yde—M r�irat I CC Alt - I I 1 Ii F I I ▪ 1 V PHASE II SEED AND MULCH G0 as—...^, 4- : aGF•re. x am a Hobe awe HINSmIrlbals mac an HUNT BROTHERS PROPERTIES INC. PARCEL NO. 146725100039 PHASE II PROVIDE FINAL STRIPING AND SIGNS SIGN AND STRIPING KEY• t $a� O 0 0 et- PHASEII PROVIDE FINAL STRIPING AND SIGNS x x iama a a I -a LANE UNE: WHITE B' WIDE BROKEN (TYR) EDGE UNE: MITE 4' VIDE SOUD (TYP.) CENTERLINE DOUBLE YELLOW( VIDE SOLID PAINTED MEDIAN; DOUBLE YELLOW C WIDE SOUD CHkNNEUZING LINE WHITE B' WIDE SOLID STOP BAR: THERMO-PLASTIC VMIITE 24 -WIDE SOLID 37 STOP SIGN (R1-1} Sr LEFT LANE ENDS MERGE RIGHT SIGN (WS 2L) 30' LANES MERGE SIGN (W4 -Z 30' RIGHT LANE MUST TURN RIGHT SIGN (X-R3-7RI RIGHT TURN ARROW PREFORMED THERMO PLASTIC LEFT TURN ARROW PREFORMEC THERMO PLASTIC e MERGE ARROW PREFORMED THERMO PLASTIC PHASE II MILL AND OVERLAY EXISTING ASPHALT Know what's below. Call before you dig. APPROXIMATE OMITS OF PHASE II Tyr-.. 547. - , -r.a . . ... •.T•-.,.. .-..v_u, r_J,.-�..: s -n -..:a... _.n_c.''-‘1;7)........7.2.•.% • 'M.r:"` .wr.....v... _ p'l. . PH&$E IIII FINAL UFT FOR WIDENING WCR 6 HUNT BROTHERS PROPERTIES INC. PARCEL NO. 14872510)0039 NiA5E H MILL AND OVERLAY E)U$T1NG ASPHALT a. _ maga ilnrImIre a a a a Far 0 NUN 30400 -'F 50 PIS FINAL UT I WIDENING VA ■ 100 Feet REVISIONS 1 SUBMITTED TO W.G. 12115/2017 2 WELD CO. COMMENTS 011t6/2018 I 3 VVELD CO. COMMENTS 03/27/2018 4 REVISE ACCESS LOCATION 0+912612018 S NO IMPROVEMTS N OF i23171018 6 WELD CO. COMMNET$ Q1/1112019 7 WELD CC. COMMENTS 0 211 22 01 9 Q WELD CC. COMMENTS Gn104f2Q19 9 WELD CO. COMMENTS 05/2012019 Ira, PARAGON ENGINEERING CONSULTANTS, INC. 7852 SOUTH ELAT1 STREET, SUITE 106 LITTLETON, CO 80120 303-794-BGSM ASPHALT SPECIALTIES WELD COUNTY ROAD 8 EAST OF WELD COUNTY ROAD 11 PHASE II PLAN DESIGN: TAG (DATE: 6!72019 DRAWN: JAW PROJECT NO: $rat F 17-414 1._60' SHEET 17 x RECREATIONAL STORAGE SOLUTIONS 2 LLC PARCEL NO. 14$724300005 PHASE III SEED AND MULCH DISTURBED BOX CULVER CONSTRUCTION AREA - - x QP DP' 0+00 1+00 2+00 al - ! a a - PHASE III REMOVE EXISTING 18' CMP X x x x ASS1$ UIJE PARCEL NO. 146724400015 w w w r wI I J I Ai UNE 1— amilm,a..49104aeg TAW 15.00 munommummamai _ S. PH45E III GRADE PROPOSED DITCH AND INSTALL NEW 1W RCP LEGEND O OP APPROXIMATE UIMTS OF PHASE III 3 1 1(110Rsailreli741 17+00 I t Da STING RIGHT-OF-WAY SECTION UNE PROPERTY LINE EXISTING CONTOUR EXISTING GAS EXISTING WATER EXISTING ELECTRIC EXISTING FIBER OPTIC EXISTING FENCE LINE EXISTING OVERHEAD POWER UNE EXISTING STORM UNE EXISTING TYPE 'C' INLET EXISTING POWER POLE PROPOSED ASPHALT PAVEMENT - 5530 3 PHASE III REMOVE EXISTING CMP w r s PHASE III EXTEND BOX CULVERT. RESTORE IRRIGATION DITCH CONNECTION. AND RE -GRADE DITCH ACCESS I RP I' s WIC 619.00 r w w HUNT BROTHERS PROPERTIES INC. PARCEL NO. 146725100038 ! - _- - - r a 7.55371° EG FG INV. SL -1 2% 31 I E PROPOSED CONTOUR PROPOSED DITCH PROPOSED STORM SEWER FUTURE RIGHT OF WAY SPOT ELEVATION EXUSTING GROUND ELEVATION PROPOSED FINISHED GRADE INVERT ELEVATION CROSS-SECTION UNE NUMBER PROPOSED SLOPE PROPOSED PAVEMENT STRIPING PROPOSED GRAVEL SHOULDER PROPOSED ELECTRIC PROPOSED POV,tER POLE 20+00 r — w - ! w w SHOUA L. VUE PARCEL NO.146724400016 w SHWA L VUE PARCEL NO. 146724400085 afNik. __cane 741- 214-00 -70'RO �. - a al a a Ala=1 - - HUNT BROTHERS PROPERTIES INC. PARCEL NO, 146725100039 WRC 6—io+vo — —4 w� I� sr -Wm on 1 } e ' r r r 23+00 - 1 24+00 ! S a - SIGN AND STRIPING KEY: LANE UNE. WHITE t' WIDE BROKEN ITV P.) EDGE LINE WHITE 4" WIDE SOUD (TYP.) CENTERLINE: DOUBLE YELLOW 4' WIDE SOLID PAINTED MEDIAN DOUBLE YELLDW a WOE SCUD CHANNEUZING LINE: W ITE Sr VIDE SOLID STOP BAR. THERMO-PLASTIC: wt+kFTE 24' WIDE SOU 30' STOP SIGN (R1.1) trip fat 0 0 O x IRRIGATION DITCH R.O.W. SO' STRIP FOR THE EAST BRANCH OF THE BULL DITCH CANAL BOOK 408, PAGE 243. tt 12+00 13.00 70' R.0 W.. ice_ I— es SECTION UNE St — HUNT BROTHERS PROPERTIES INC. PARCEL NO. 146725100439 25*00 x x x ! ! e 30" LEFT LANE ENOS MERGE RIGHT SIGN (W9 2L) 30' LANES MERGE SIGN {W4-2} 30' RIGHT LANE MUST TURN RIGHT SIGN (X-R3.7R) RIGHT TURN ARROW PREFORMED THERMO PLASTIC LEFT TURN ARROW PREFORMED THERMO PLASTIC MERGE ARROW PREFORMED THERMO PLASTIC x 26+110 Know what's below. Call before you dig. i ASSSS W E PARCEL NO. 14$724400015 w 2 2 i? <rri I O J tu 0] I 0, r 0 IX 27+00 28+00 ! - 29.00 w ■ +x Feet REVISIONS 1 SuswITTEI5TO W.C. 1211$/2017 2 WELD CO.. COMMENTS 01106/2016 PARAGON ENGINEERING CONSULTANTS, INC. 7852 SOUTH ELAfl STREET, SUITE 106 LITTLETON, CO 80120 303-794-8604 3 WELD CO. COMMENTS 03127/2016 4 RD S! ACCESS I OCAIKlN 0612612018 5 NQ IMPROVEMTS N. OF C0k3u2018 WELD CO C0MMNET$ 01/1112019 7 WELD CO. COMMENT$ 021172019 ASPHALT SPECIALTIES WELD COUNTY ROAD 6 EAST OF WELD COUNTY ROAD 11 PHASE III PLAN WELD C.O. COMMENTS 04/0413019 DESIGN: TAO DATE: 617/2019 SCALE 1" - 50' SHEET 18 9 WELD CO. COMMENTS 05/2912019 DRAWN JAW PROJECT NO. 17.014 RECREAT1ONAL STORAGE SOLUTIONS LLC PARCEL NO. 146124300006 WW -1.A 500 BULL CARN. —5241 RFDNF_CT TAPER 629'—`— R. SEC125 16(16 ®STA: 6.96]3 f 0. (L) 7-1 ewe - - • S11OUA L VUE PARCEL NO.146724400086 IRRIGATION DITCH R O.W .ii mks 58 NG6.GAP R -I GSSAP R2.1 ..•. BO' STAID FOR THE EAST OR NCH OF THE BJu DaOM CANAL BOOK 405 PAGE 293. 7 --r-° _ , .WCR6_ EIOST. IT TA:4.M.13 f 17.51' (14 STA:9467.761614 (Rig ElOeT. 12 THROUGH LANE 10400 - ,..•11.00 — - SHOULDER YAORE (e7 TO 137) — DURING TEIIPORARI STRIPING i Rath - 00040171015- — — 7IiiAA---W 52.4:1 TRANSITION TAPER • 518 HUNT BROTHERS PROPERTIES WC. PARCEL NO. 14472510)030 SIGN MID STRIPING KEY: en LA LANE UNE- WHITE r DE BROKEN (TAP.( woe uric 3001€ reeve SOLID [TAP.) — CENTERLEE: DOUBLE YELLOW 4' WIPE SOLID ® PANTED MEDIAN: DOUBLE YELLOW 4' WIDE SOLID C W EUENG LNNE: WIN r WIDE SOLO ® STOP BAR: TMSHAPOPLASf10 WHITE 34' WIDE SOLO 30' STOP NINA (RI -1) 4a SO' LEFT LASE ENDS MERGE NOWT SIGN (406 21) Q 30' LASES MERGE SIGN NI 42) () WRIGHT LANE MUST TARN RIGHT SIGN P( -R3 -7R( ® RIGHT TURN ARROW: PREFORMED TEMPO MASTIC a) LEFT TURN ARROW. PREFOMBLED TFERMO PLASTIC ® MERGE ARROW: PREFORMED THERMO PLASTIC DEFLECTOR PONT TO TRMW1T01TO EXISTING CENTER LANE — r rx STk 10.76.e2124.00fit) Ep six 947.19 /2140' (R) NOTES: 1. ASPHALT woENNG MUST SE COMPLETED BEFORE BARRER IS INSTALLED TO PROVIDE A SOLO SURFACE FOR BARRIERS. 2 ALL DEVICES SHALL CONFCRM TO MUTCD STA7dA TAN. 2. THIS LINT IS REJECT TO FIELDADJUSTAENTS. 4_ 715E 6010 CULVERT IS ANTICPATED TO LAST 10.15 *01210040 DAYS. S THIS MIT PLAN IBACCEPTABLE FCR OVERNIGHT PROTECTION. 6 SEE OISTANCEB SHOWN ON PLANS FOR APPROVAL. 7. NEW ASPHALT SURFACE MUST BE TEMPORARY STRIPED WITH TEMPORARY LANE 00NOITIO 13, TEMPORARY $1RIPNG SHALL eE MAINTAINED BATHE CONTRACTOR. 5, AFTER THE sox EXTENSION IS CGMPLETED, THE TEMPORARY STIR PIHO SHALL BE CODA LETELY REAOYEO BEFORE TIE PERiAANENT SOPPING IS *WALLED. IF THE TEMPORARY STRIPING LEAVES AN UNSUITABLE SURFACE. AS DETERMINED BY YIELD COUNTY. THE CONTRACTOR MAY NEED TO FOG SEAL THE ROAD BEFORE FINAL STUPNO. 9. ALL TRAFFIC AND ROAD WORM SIGNS SMALL BE MOUNTED ON PERMIAN INYT POST. SPEED LIMIT • 56 MPH NCR 5) SP® UNIT =S6I*H (COLORADO BLVD.) BARREL SPACING • 40 ON TAPER (MAX) BARREL SPACING - 60 ON TANGENT (MAIL) TAPER LENGTH = 101 SHOULDER TAPER (MN.) TAPER LENGTH .104 FLAMER TAPER MAX) 'TABULATION FYxq]. Lam© ::^::.il4-*+':0'70© 34.7 THRU LANE T _ _ -60R.O.W AASELERATION LANE - 701' Elk 12.1144(057(t, WRC 6 ASS:M VUE PARCEL NO. 146724400015 ALIGNMENT CONTROL LINE (W ON a -MOWN) SECTION USE Elk 15.53.17111.94'(R) Co® Elk 13.00.3e/ow 14.00 05Tk 16«0643 r 1x.00 (R) 15.00 Y ACCELERATION LANE 12 RIGHT sf 12.5}$5!04 O0(RI M124812, MAU 15.6:1 TAPER M72' 51k 124.54129.51 (R) A:12.61.72145.00 (R) Cj 3+00 HUNT BROTHERS PROPERTIES INC. PARCEL NO 146725100033 1§STk 15.71121 SOW 05Tk 16.7132 736.00' ®STA_ 16M133124.00' TO DECELERATOR LANE • 377 375 . 221 • (005 TOTAL) SUPS coven l Ill- NC OVERLAY woof 1 r. 1A<PR EL.M.S-03 ROM PROPOSED MADE 910 J HILDS4RL4 W e MESS _ _- -. IX1TTAIZACY ` 0 111143 PHASE II !,10 ₹ (1 117 {T-Yju RCe 61(1ENSK.I PER FPom 9105 SOS .m •s o m 1O 10 44 10 10 m 8 1I0 110 614 5110 61160 R74 ®STAC 16.51-90117,90 S gel* 16.363211ore? (R) Mow what's below. Call before you dig. APPROYAss: LEFT TURN LANE = 575 A. 16.73.7770.000.1 O, k1LI.7iS3I1200(RI� _•1x STk16.1435f6.OR(R)(� - Sik,e+e5.07/17A1' WRCB- 17+06 T _ -' 166' STk 17..124124.00 (R) fk 16.eoA0 7 74.01' (R) STk 16.1G52 f 77-90 (NC STk 16.5790173.0.7 (RIO STk 16.76.24166.92 Re STk 15+7623 (151.12 (R)a) WELD COUNTY DATE I DEFLECTION POINT 537.1r I I:m=NS 1 TED DOURYSI161ITTA1 moms 2 TSELD(AUNIT DOWERS 05/16/2015 • PARAGON ENGINEERING CONSULTANTS. INC 7852 SOUTH ELATI STREET. SUITE 101 UTTLETON, CO 50120 303754.8804 3 4 s 0 9 ASPHALT SPECIALTIES WELD COUNTY ROAD S EASE OF WELD COUNTY ROAD 11 MHT # DESIGN: TAG DRAWN: JAW DATE- 610(3015 !SCALE: I' - 5S PROJECT NP. 17414 SHEET 1 I S I 1 I 7C SHOIM L VUE PARCEL NO. 148724400016 19.5'1 TAPER • 227 HUNT BROTHERS PROPERTIES NC. PARCEL NO. 140725100030 NOTES: 1. A9PWAT WIDENING MOT BE COepLETEO BEFORE BARRIER 18 INSTALLED TO PROVOE A SOLO SURFACE FOR BARRIERS. 2- AU. CEbICEB SHALL CONFORM TO WITCO STANDARDS. 3. THIS NET IS SUBJECT TO FEUD ADJUSTMENTS. 4 THE BM CULVERT IS ANTICIPATED TO LAST 10.15 WIORIOND DAYS. 5_ THIS MIT PLAN IS ACCEPTABLE FOR OVERMONT PROTECTION, 6- SEE DISTANCES $ROHM ON PLANS FOR APPROVAL 7. NEW ASPHALT SURFACE MUST BE TEMPORARY STRIPED WITH TEMPORARY LANE CONDITIONS. TEMPORARY STRIPING SHALL BE MYJNTAMED BY TIE CONTRACTOR_ 9- AFTER THEISM EMPEROR IB COMPLETED, THE TEMPORARY STRIPEIG SHALL BE COMPLETELY FEY6VED BEFORE THE PERMANENT STRIPING IS INETALLED. IF THE TEMPORARY STRIPING LEAVES. AN UNSUITABLE SURFACE. AS DETERMIPED BY WELD COUNTY. THE CONTRACTOR MAY PEED TO FOG SEAL THE ROAD BEFORE FINAL STRIPING. B. ALL TRAFFIC MO ROAD Y ( SIGNS SWILL BB MOLMTEO ON PERMANENT POST. SPEED LMR = 69 MPH trocR9) SPEED LINT • 55MPH (COLORADO BLVD.] BARREL SPACNG . 40' ON TAPER MAX) BARREL SPACING = W ON TANGENT BMX.) TAPER LENGTH -107 SFIOLADERTAPER pEN.H TAPER LENGTH • 10C FGIOOER TAPER {MAIL) 1OOV IOW IOW DISTANCE 9ETNEEII SIGHS • MAY NEED TO USE 357BON SPACNO MESSAGE WNW FOR SOUTH BOUND WM 1370 ADVISE TRAFFIC ABOUT WORE WORK ZOFE. i 449.9' SOLAR CENTER U _ F_e 06-6.UP R2.1 WRC 13! COLORADO BLVD. END OF DESIGN AUGMENT N 125407325 6315511411 ■ 30.00 I A5tr 6P WRC 8 SW 20P USE MESSAGE WNW NORTH B01ND WCR 13 TO ADVISE TRAFFIC ABOUT WCJR 6 WORK ZONE. SOLAR MESSAGE CENTER 4 _ OSSAP R2-1 1W Fr TYPICAL SIGN PLACEMENT NOT TO SCALE Kno. what's below. Call betas you dip. REVISIONS 1 3 4 S 7 Ng. OOIMTY BIHIPIU1 TETLA n19 NHDCOLNTYCOM9EJT6 05041101$ 0 PARAGON ENGINEERING CONSULTANTS. INC. 7882 SOUTH ELATI STREET. SUITE 101 LITTLETON, CO 60120 303-1e4.804 ASPHALT SPECIALTIES WELD COUNTY ROAD S EASE OF WELD COUNTY ROAD 11 MNT#5 CE61ON: TAG DATE BEI1n11 Ix'+ag 1•-`k SHEET 2 PROJECT ND' 17.614 CRIME, JAW DEED OF DEDICATION FOR PUBLIC ROAD RIGHT-OF-WAY THIS DEED, made this 7th day of June, 2019, between Hunt Brothers Properties, Inc., (referred to herein as "Grantor", whether one or more), whose legal address is 10100 Dallas Street, Henderson, CO 80640, and the County of Weld, a body corporate and politic of the State of Colorado, through its Board of County Commissioners (referred to herein as "Grantee"), whose legal address is 1150 "O" Street, Greeley, Colorado 80631: WITNESSETH: That Grantor, for and in consideration of payment made by Grantee, the receipt and sufficiency of which is hereby acknowledged, does, pursuant to Colorado Revised Statute §43-2- 201(1)a), hereby dedicate and convey forever unto Grantee for use as a Public Road Right -of Way, that real property lying and being in the County of Weld, State of Colorado, to wit: The real property described and depicted on the attached Exhibit. EXCEPTING oil, gas, hydrocarbons, and mineral leases, liens, encumbrances, rights -of -way, easements and utilities thereto existing or of record, and RESERVING unto Grantor the mineral estate under said property, including oil, gas, hydrocarbons and any and all water rights including non -tributary and not non -tributary water currently attached to, upon, under, or associated with said property, except as required to sustain the integrity of the Public Highway. GRANTOR: Daniel W. Hunt President STATE OF COLORADO ) ) ss. COUNTY OF ADAMS ) The foregoing instrument was acknowledged before me this 7th day of June, 2019 by •el let/ Hu.rt Witness my hand and official seal. tary Public JAN NELSON NOTARY PUBLIC STAN OF COLORADO NOTARY ID 1627 MY oordMssluN E041033 APRIL a. 2020 ACCEPTANCE The County of Weld, by and through its Board of County Commissioners, hereby accepts the above dedication of property as a Public Highway (Public Right -of -Way) pursuant to C.R.S. §43-2-201(1)(a). Dated this day of ,2018. Chair, Board of County Commissioners *No Deed of Dedication is valid until accepted by the Board of County Commissioners pursuant to C.R.S. 43-2-201(1)(a). [Legal Description TBD] *No Deed of Dedication is valid until accepted by the Board of County Commissioners pursuant to C.R.S. 43-2-201(1)(a). A PARCEL OF LAND LOCATED IN THE NORTHEAST 114 OF SECTION 25, TOWNSHIP 1 NORTH, RANGE 68 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO, DESCRIBED AS FOLLOWS: CONSIDERING THE NORTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 25 TO BEAR SOUTH 89°40'37" WEST, AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO; COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF SAID SECTION 25; THENCE NORTH 89°40'37" EAST, COINCIDENT WITH THE NORTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 25, A DISTANCE OF 19.70 FEET TO THE NORTHWEST CORNER OF LOT A, 2ND CORRECTED RECORDED EXEMPTION NO. 1467- 25-1 RECX16-0183 AND THE EASTERLY RIGHT-OF-WAY LINE OF THE BULL CANAL AS DESCRIBED IN DEED RECORDED DECEMBER 11, 1914 AS RECEPTION NO. 208153 IN THE RECORDS OF THE CLERK AND RECORDER FOR WELD COUNTY, COLORADO AND THE BEGINNING OF A NON -TANGENT CURVE, CONCAVE TO THE EAST, HAVING A RADIUS OF 79.91 FEET AND A CENTRAL ANGLE OF 40°06'03", WHOSE CHORD BEARS SOUTH 23°49'20" WEST, A DISTANCE OF 54.79 FEET; THENCE SOUTHERLY COINCIDENT WITH SAID EASTERLY RIGHT-OF-WAY LINE AND ALONG THE ARC OF SAID CURVE, A DISTANCE OF 55.93 FEET TO A POINT LYING 50.00 FEET SOUTHERLY FROM THE NORTH LINE OF THE NORTHEAST 114 OF SAID SECTION 25; THENCE NORTH 89°40'37" EAST, PARALLE WITH AND 50.00 FEET SOUTHERLY FROM THE NORTH LINE OF THE NORTHEAST 114 OF SAID SECTION 25, A DISTANCE OF 1474.70 FEET; THENCE NORTH 00°19'23" WEST, A DISTANCE OF 10.00 FEET TO A POINT LYING 40.00 FEET SOUTHERLY FROM THE NORTH LINE OF THE NORTHEAST 114 OF SAID SECTION 25; THENCE NORTH 89°40'37" EAST, PARALLE WITH AND 40.00 FEET SOUTHERLY FROM THE NORTH LINE OF THE NORTHEAST 114 OF SAID SECTION 25, A DISTANCE OF 1093.12 FEET TO THE WEST RIGHT-OF-WAY LINE OF COUNTY ROAD NO. 13 AS DESCRIBED IN DEED RECORDED OCTOBER 20, 2004 AS RECEPTION NO. 3229333 IN THE RECORDS OF THE CLERK AND RECORDER FOR WELD COUNTY, COLORADO; THENCE NORTH 00°25'23" WEST, COINCIDENT WITH SAID WEST RIGHT-OF-WAY LINE, A DISTANCE OF 40.00 FEET TO THE NORTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 25; THENCE SOUTH 89°40'37' WEST, COINCIDENT WITH SAID NORTH LINE, A DISTANCE OF 2545.33 FEET TO THE TRUE POINT OF BEGINNING. SAID PARCEL CONTAINS 2.69 ACRES, MORE OR LESS. PREPARED BY: CURTIS D. HOOS, PLS 37971 FOR AND ON BEHALF OF: AMERICAN WEST LAND SURVEYING CO. BRIGHTON, CO 80601 -1- 'EXHIBIT A' POINT OF COMMENCEMENT) il _ 19.70' gc$4 cn ci NW COR. NE 1/4, SEC. 25 T 1 N, R 68 W, FOUND 3/4" REBAR WITH 2" ALUMINUM CAP, PLS 25937 IN MONUMENT BOX. NE COR. NE 1/4, SEC. 25, T 1 N, R 68 W, FOUND 3/4" REBAR WITH 2 1/2" ALUMINUM CAP, PLS 24305 IN MONUMENT TRUE POINT BOX. OF BEGINNING 589'40'37"W 2635.03' (BASIS OF BEARINGS) _ //-c //// 175, I2 ‘//7//' I'3'/// 2ND CORRECTED RECX16-01$3 LINE RADIUS ARC DELTA CHORD BEARING CHORD Cl 79.91' 1 55.93' _ 40'06'03" _ S23.49'20"W _ 54.79' witinra 0 200 400 LINE BEARING DISTANCE Li N89'40'37"E 1474.70' L2 NO0' 19`23"W 10.00' L3 N89.40' 37"E 1093.12' L4 NO0'25'23" W 40.00' L5 S89'40'37"W 2545.33' M z 0 U NOTE: THIS DRAWING IS MEANT TO DEPICT THE ATTACHED DESCRIPTION AND IS FOR INFORMATIONAL PURPOSES ONLY. IT DOES NOT REPRESENT A MONUMENTED LAND SURVEY. NOTE: THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY AMERICAN WEST LAND SURVEYING CO. TO DETERMINE OWNERSHIP, RIGHTS -OF -WAY OR EASEMENTS OF RECORD. I _ LEGEND: { ALIQUOT LowmENT AS PIOIED- DRAWN BY: CDH FIELD: CDH PARCEL NO. 146725100053 PARCEL NO. 146725100054 HUNT BROTHERS PROPERTIES, INC. JUNE 17, 2019 PAGE 2 OF 2 Vedi NLAwitiM•ong c• PO Box 129. Brlahtan. CO 00001 • P 393-d59-1532 F 303-655-0575 * AMWE$TL$.COM Asphalt Specialties Co. Inc. Weld County Road 6 Asphalt Plant and Shop Emergency Action Plan - 2019 Notification Procedures for Emergency Contacts IN CASE OF AN EMERGENCY, PLEASE FOLLOW THESE STEPS IN RESPONSE 1) INITIAL EMERGENCY CONTACT- IF LIFE THREATENING OR FIRE Call 911 immediately with the proper information about the emergency: A. Give the location of the incident on site. B. Type of emergency: 1) Personal injury that is life threatening 2) Vehicle accident resulting in personal injury that is life threatening 3) Fire 4) Tornado, flood, other natural disaster C. Request Emergency Services if necessary After calling 911, contact Raul Perez — Plant Operator/Lead Foreman, 303-947-0668, with the same information. 2) NON — LIFE THREATENING — Contact Raul Perez -- Plant Operator/Lead Foreman, 303-947-0668, who will then contact a. Emergency Services if he deems it is necessary; b. Arne Merchant (303) 994 - 5811 immediately with accident information; and c. Greg Neely (303) 503 - 2081 3) Plant Operator / Lead Foreman will be the direct contact with all emergency authorities until Greg Neely (303) 503 - 2081 or Arne Merchant (303) 994-5811 are available. a. All information will be directly coordinated through Plant Operator / Lead Foreman from this point. b. Depending upon the emergency, they will make decisions on specific details regarding jobsite conditions and evacuation areas. 6) Employees working at the Road 6 site will evacuate to an area just inside the Front Entrance. 7) Plant Operator / Lead Foreman will need to keep the crews toc,ether, direct crew tasks and account for all persons know to be at the mine. a. Report the head count to Greg Neely (303) 503 - 2081. b. Keep all subcontractors and visitors on site until arrival of Greg Neely or Ame Merchant. c. Obtain a list of subcontractors and visitors names with their phone numbers. d. Keep all traffic off site except for emergency vehicles and necessary company vehicles. 8) Greg Neely (303) 503 - 2081 or Arne Merchant (303) 994 - 5811 will: a. Coordinate flaggers with radios to provide access and guide emergency vehicles to the site. b. Contact OSHA and State authorities as required. c. Debrief witnesses, subcontractors and visitors. d. Brief arriving personnel and relay information to main office. will stay onsite, help with company personnel, coordinate evacuation area and keep area clear for all emergency vehicles to access incident area. Approved by: I have reviewed this document Brighton Fire District, L 2019.06.19 14:52:13-0600' Digitally signed by David Weld County Office of Emergency Management, David Rums ASCI Safety Manager, Ame Merchant NOT YET APPLICABLE; APPLICANT WILL COMPLY PRI OR TO OPERATI ON NOT YET APPLICABLE; APPLICANT WILL COMPLY PRI OR TO OPERATI ON NOT YET APPLICABLE; APPLICANT WILL COMPLY ONCE OPERATIONS COMMENCE NOT YET APPLICABLE; APPLICANT WILL COMPLY ONCE OPERATIONS COMMENCE Asphalt Specialties Co. Inc. Weld County Road 6 Asphalt Plant and Shop Emergency Action Plan - 2019 Notification Procedures for Emergency Contacts IN CASE OF AN EMERGENCY, PLEASE FOLLOW THESE STEPS IN RESPONSE 1) INITIAL EMERGENCY CONTACT - IF LIFE THREATENING OR FIRE Call 911 immediately with the proper information about the emergency: A. Give the location of the incident on site. B. Type of emergency: 1) Personal injury that is life threatening 2) Vehicle accident resulting in personal injury that is life threatening 3) Fire 4) Tornado, flood, other natural disaster C. Request Emergency Services if necessary After calling 911, contact Raul Perez - Plant Operator/Lead Foreman, 303-947-0668, with the same information. 2) NON — LIFE THREATENING — Contact Raul Perez -- Plant Operator/Lead Foreman, 303-947-0668, who will then contact a. Emergency Services if he deems it is necessary; b. Arne Merchant (303) 994 - 5811 immediately with accident information; and c. Greg Neely (303) 503 - 2081 3) Plant Operator / Lead Foreman will be the direct contact with all emergency authorities until Greg Neely (303) 503 - 2081 or Arne Merchant (303) 994-5811 are available. a. All information will be directly coordinated through Plant Operator / Lead Foreman from this point. b. Depending upon the emergency, they will make decisions on specific details regarding jobsite conditions and evacuation areas. 6) Employees working at the Road 6 site will evacuate to an area just inside the Front Entrance. 7) Plant Operator / Lead Foreman will need to keen the crews together, direct crew tasks and account for all persons know to be at the mine. a. Report the head count to Greg Neely (303) 503 - 2081. b. Keep all subcontractors and visitors on site until arrival of Greg Neely or Arne Merchant. c. Obtain a list of subcontractors and visitors names with their phone numbers. d. Keep all traffic off site except for emergency vehicles and necessary company vehicles. 8) Greg Neely (303) 503 - 2081 or Arne Merchant (303) 994 - 5811 will: a. Coordinate fiaggers with radios to provide access and guide emergency vehicles to the site. b. Contact OSHA and State authorities as required. c. Debrief witnesses, subcontractors and visitors. d. Brief arriving personnel and relay information to main office. will stay onsite, help with company personnel, coordinate evacuation area and keep area clear for all emergency vehicles to access incident area. Approved by: i ive reviewed this document _ Brighton Fire District, 1��. ' 201.9.06,19 Digitaly signed 6y 9+vid Weld County Office of Emergency Management, David Burnso'e`,n,onR,a,., ASCI Safety Manager, Ame Merchant Asphalt Paving Materials Plant APEN Form APCD -225 Air Pollutant Emission Notice (APEN) and Application for Construction Permit All sections of this APEN and application must be completed for both new and existing facilities, including APEN updates. An application with missing information may be determined incomplete and may be returned or result in longer application processing times. You may be charged an additional APB fee if the APEN is filled out incorrectly or is missing information and requires re -submittal. This APEN is to be used for asphalt paving materials (APM) plants, also called hot mix asphalt plants. If your emission unit does not fall into this category, there may be a more specific APEN for your source (e.g. concrete batch plant, mining operations, boiler, etc.). In addition, the General APEN (Form APCD-200) is available if the specialty APEN options will not satisfy your reporting needs, A list of all available APEN forms can be found on the Air Pollution Control Division (APCD) website at: www,colorado,gov/cdphe/aped. This emission notice is valid for five (5) years. Submission of a revised APEN is required 30 days prior to expiration of the five-year term, or when a reportable change is made (significant emissions increase, increase production. new equipment, change in fuel type, etc.), See Regulation No. 3, Part A, i I. C. for revised APEN requirements. Permit Number: AIRS ID Number: iLeave thank unless APCD has already assigned a permit tei and AIRS ID] Section 1 - Administrative information Company t4ame1: Asphalt Specialties Co., Inc. Site Name: Site Location: Asphalt Plant - Central 5588 County Road 6 Erie, CO 80603 Mailing Address: (include Zip Cam) 10100 Dallas Street Henderson, CO 80640 Portable Source Home Base: N/A Site Location County: Weld NAILS or SIC Code: 324121 Contact Person: Phone Number: E -Mail Address2: Greg Geras 720-322-7055 GregG@asphalispalties.cum 1 Use the full, legal company name registered with the Colorado Secretary of State. This is the company name that will appear on all documents issued by the APCD. Any changes will require additional paperwork. 2 Permits, exemption letters, and any processing invokes will be issued by the APCD via e-mail to the address provided. Ferro' APCD-225 4APM Piarit A -;.PEN - Revision 7t2018 Tiv •JI - 7{ I .-•-.,t..q • wrwc....694"%it e.:ort • " to • "4••••.‘ mit Permit Number: AIRS ID Number: !Leave blank unless APCD has already assigned a permit # and AIRS ID) Section 2 - Requested Action O ■ NEW permit OR newly -reported emission source (check one below) 151 STATIONARY source 0 PORTABLE source - - M IFICATI0N to existing permit (check each box below that applies) O Change fuel or equipment 0 Change company name3 Change permit limit ■ Transfer of ownership's 0 Other (describe below) APEN submittal for update only (Note blank APENs will not be accepted) AporrioNAL PrFuw ii ACTIONS. - Limit Hazardous Air Pollutants (HANK) with a federally -enforceable limit on Potential To Emit (PIE) • Add point to existing permit Additional Info Et Notes: Asphalt plant is a reconstruction of equipment associated with canceled Permit : I2WE1518 at this location. 3 For company name change, a ccxnpteted Company Name Change Certification Form (Form APCD' 106) must be submitted. 4 For transfer of ownership, a completed Transfer of Ownership Certification Form (Form APC-104) must be submitted. Section 3 - General Information Company equipment Identification No. (optional): AS -3 3 For existing sources, operation began on: For new or reconstructed sources, the projected start-up date is: 311!2019 Was this APM plant constructed, modified, or reconstructed after June 11, 1973? Normal Hours of Source Operation: Seasonal use percentages: 10 Dec - 2 feb: Yes Q No hours/day 6 days/week 46 weeks/year Mar - May: 25 June - g: 40 Sept - v: 30 5 The reported "seasonal use percentage" may become quarterty permit Limits that apply during the first year of operation only. After the first year, requested annual limits will apply, as reported in Section 48 of this APEN. For example, if you report an anticipated seasonal use during Dec -Feb, you may be United to zero tons of production during the first winter of oration, but the total annual limits will apply in subsequent years. Seasonal use percentages must sum to equal 100%. Form APC 22c 4Pto pia ni APEN Rev islort 7/2018 ti tOiid i#.i PAWKiloNtits fn Permit Number: AIRS ID Number: I / (Leave bank ,rtes APCD has already a3slgr►eo a permit # and AIRS 19] Section 4 - Processing Information Et Material Use With this application, you must submit a site map, drawn to scale, which shows the on -site haul roads, public roads, property boundary, fence boundary, aggregate storage bins, APM processing equipment, and storage silos and tanks, Total Area of Site: 16 acres Shortest Distance from APM Plant to property boundary: 25O feet Plant Type: El Drum Mix Parallel Flow fl Drum Mix Counter Flow O Batch Mix Plant Plant design rate (maximum capacity per hour): Maximum burner design rate: 100 Million BTU per hour Drum Mixer: Make: CMI Model: P1O-300 Serial: 101 300 tons/hour (finished product) Drum Burner: Make: Hauck rnImarnerrire Model; SJ-520-1 Serial: 1O1 Section 4A; Main Burner Fuel Type(s): Primary Fuel Type: (check ft et for which approval is requested) ▪ Diesel (No. 2 Fuel oil) [� Natural Gas • Propane ▪ Other: On -Specification Industrial Oil in compliance with 40 CFR Part 279 Srckup or Alternative Fuel Type (if applicable, check all fuels for which approval is requested): Diesel (No. 2 Fuel Oil) j Propane O On -Specification Industrial Oil in compliance with 40 CFR Part 279 O Natural Gas O Other: Section 46: Production of Asphalt Paving Materials (APM): APM temperature range: 270 - 350 F (e.g. 28O - 32O F) Requested total annual permit limit6: 450,000 tons/year Requested total annual permit limit of APM produced using backup or alternative fuel (if applicableee: Actual annual production bevel: N/A tons/year From what year is the actual annual production level, as Listed above? N/A (e.g. 2015) Primary Emissions Control Type of control device: Inertial Separator Baghouse (baghouse, scrubber, etc.) Overall control efficiency (% reduction in emissions): Manufacturer: CMI Model: Roto-Aire Secondary Emissions Control Type of control device: Sag Fitter Manufacturer: CMI Section : Lime or Mineral Filler Storage Silos: Requested annual throughput': Actual annual throughput: From what year is the actual annual throughput? (knockout box, cyclone, etc.) 450,000 torts/year Serial: 101 Model: Rota -Aire Serial: 101 4,000 N/A N/A What type of emissions controls are on storage silo(s) for loading? tons/year tons/year (e.g. 2015) Bag filler (bag fitter, bin vents, etc.) 6 Requested values will become permit limitations. Requested timit(s) should consider future process growth. OtC.f A DC Form APCD-i25 APM Plant ', EN - Revision 7120183 .•• , . .+O Permit Number: AIRS ID Number: / / [Leave blank unless APC.D has already assigned a permit 0' and AIRS ID] Section 4D: APM Product Silo Capture and Control System: Type of control device: Sealed with baghouse fabric filters (e.g. mist eliminator, return air/blue smoke control, etc.) Overall control efficiency (% reduction in emissions): 99% Manufacturer: CMI (all 3 silos) Model: EMS -210 (all 3 silos) Serial: 133, 132, 160 Section 5 a Main APM Plant Stack Information Geograpitkal Coordinates rti del t de or in* 40,026261° ! -104.951033° c _{. it C. ..�. +. • ... • . ' Y •' '`s9 . }} 1. •t ` .^+'l • 1_ 1 F •s fi . #• - t 1. _ / . .. • 3> 44 Syr+ h a _ vt I. J • �,r { i }. ,. e^•.. .. rr.+ CM1€ 25% 401000 2.847 Indicate the direction of the stack outlet: (check one) Upward Other (describe): Indicate the stack opening and size: (check one) O Circular Interior stack diameter (inches): Fl Squarelrectangle Interior stack width (inches): Other (describe): 38 " Interior stack depth (inches): 344* Section 6 - Fugitive Dust Emission Sources What type of dust controls are used for aggregate storagepiles? Watering, screened material (Emissions controls for storage piles may include, but are not limited to: full or partial enclosures, use of pre - washed aggregate, watering, etc,) Section 6k Transport of aggregate to the site from an off -site location (if plant is not located at a mine)4 Max amount of aggregate + RAP received: 1,400 tons/day Haul Vehicle 1 Haul vehicle capacity: 24 Haul vehicle empty weight: 17 Haul Vehicle 2. 30 20 400,000 tons tyear Max number of trips per day: 9 9 Haul road length (avg, one way): 3600 Haul Vehicle 3 tons tons 3600 feet Posted speed limit on haul road: 10 mph cc.OUttQ Frit'.PC D-2 AP Plant APEC - Aev;sion t /20 ea I • : f'!1." Permit Number: AIRS ID Number: F / [Leave biartk unless APCD has already assigned a permit # and AIRS ID) list all air pollution controls used for the on -site haul roads to transport aggregate to the site: Paved Surface Portion of Haul Road Paved (see Site Sketch) Street sweeping: No O Yes Unpaved Surface Watering: O None As needed Q Frequent?: times/day Surface is graveled: O No Yes Chemical stabilizer applied: el No O Yes Type: 0 (e.g. rnag chloride, resin, etc.) 7 If "Frequent" is selected, your permit may include a requirement to water haul roads daily as often as listed in this APEN. Section 66: On -site moving of aggregate from storage piles to storage bins. Loader 1 Loader 2 Haul vehicle capacity: 1165 Haul vehicle empty weight: 33 Max number of trips per day: Haul road length (avg. one way): 300 Posted speed limit on haul road: 10 220 mph Loader 3 tons tons feet List all air pollution controls used for the on -site haul roadsbetween aggregate storage piles and the APM storage bins: O Paved Surface Street sweeping: J No Unpaved Surface Watering: Q None fl As needed O Frequent?: times/day Surface is graveled: O No fl Yes Chemical stabilizer applied: No O Yes Type: Q Yes (e.g. meg chloride, resin, etc.) 7 If "Frequent" is selected, your permit may include a requirement to water haul roads daily as often as listed in this APE#& Section 6C: Removal of asphalt paving material from the site. Haul Vehicle 1 Haul Vehicle 2 Haul vehicle capacity: 24 15 Haul vehicle empty weight: 17 11.5 Max number of trips per day: 125 100 Haul road length (avg. one way): 3000 3000 Posted speed limit on haul road: 10 mph Form APC • 22 S APM Plant APEN - Revision 7/2018 Haul Vehicle 3 5i tons tons feet Permit Number: AIRS ID Number: / I [Leave blank unless APCD has already assigned a permit 4 and AIRS iD) List all air pollution controls used for the on -site haul roads between APIA plant and the site exit: Paved Surface Street sweeping: No O Yes O Unpaved Surface Watering: D None []As needed Frequent7: Surface is graveled: O No O Yes Chemical stabilizer applied: O No II Yes Type: times/day (e.g. mag chloride, resin, etc.) 7 If "Frequent" is selected, your permit may include a requirement to water haul roads daily as often as listed in this APEN. Section 7 - Criteria Pollutant, Emissions Information ig Check this box if the APEN is for a new or previously unreported APM plant (i.e. no permit has been issued) and skip to Section 9. Attach all emission calculations and emission factor documentation to this APEN form. From what year is the following reported actual annual emissions data? Use the following tables to report criteria pollutant emissions from each individual point source and the total combined APM plant emissions: (Use the data reported in Section 4 and emission factors located in the "Notes to Permit Holder" section of your permit to calculate these emissions.) Main Plant Mixer emissions while operating on primary fuel: Primary Type (nature �lie t Fuel , # j etc.) : Pollutant Uncontrolled Em ion V t 5 .� I tra 4O40 " controlled Emission Factor Stan of ) •.* Emission -.. Factor fib`, Pitin`tr Mfg., Sr.) r. � a.- ,• } . Uncontrolled (tons/year) strolled$ ft - • r) TSP (PM) PMio ! ..fir _ �r �. 1 M2,5 . .... .. .... ... �_.._ sox Nix CO voC l 8 Annual emissions fees will be based on the reported actual controlled emissions_ Form APCD-225 APM Plant APEN - Revision 7/2016 COLD* xts0 ;.a .:I F ..r. �. •P•WPM? 14.0"W.. • ••• I• a••. Permit Number: MRS ID Number: [Leave btank unless APO; has already assigned a permit and AIRS ID) Drum Mixer emissions while operating on secondary or backup fuel (if applicable): Check this box if the drum mixer burner did not combust a secondary fuel during this reporting period or the permit does not include emission factors for this activity, and skip to the next table. o Type ! (natural diesel, ry Fuel , etc-) Pollutant Emission Uncontrolled (II/ Factor of A tribl Emission Factor n of , Factor,4J Source (fig, MIg.. � -'.,1,.,- - ,.. ::. -_.L - , a.. ,r s �: lil ro ff rOi TSP (PM) PMio i SOS ir CoN0 vl Finished asphalt paving material storage silo emissions: Check this box if the permit does not include emission factors for this point, and skip to the next table. Pollutant Uncontrolled— t (ibiton t- of AM) r Controlled: Emission Factor a . 4 .J - Emission u Permit, Fact* �ce. etc. .:. ,.. .• 1 .. J .r^rl ~•r JJZ .Y. • ': I �1,.�' .- .�.. +- . .. . - . /. { ,Jr-!.%�1f , Uncontrolled (tons/year) . • - .rte acme L PM1 0 PM2.5 _,- Lime silo emissions: �] Check this box if the permit does not include emission factors for this point and skip to the next table. Pollutant I ' ^ Emission Pam of Factor lime) ' Emission Factor Source (AP -42, Pennit r. F vt , _ y; l �•J y AJ r`I ",J'•i ; . M fg,, et. Uncontrolled _-_(taysfyear) Control ft /year) TSP (PM) PMio PM2.5 Total combined point source criteria pollutant emissions (combined values from previous emissions tables): Pollutant , ... .. . _. Uncontrolled (tons/year) Controlled" pits/year) TSP (PM) PM 10 P2_5 Sox NO CO B Annual emissions fees Mil be based on the reported actual controlled emissions_ LOtORADO Form APCD-225 APM Rani. APEN - Revision 7/2018 7 Permit Number: AIRS ID Number: (Leave blank uniess APCD has atready assigned a permit and AIRS {D) Section 8 - Non -Criteria Pollutant Emissions Information 0 Check this box if the APEN is far a new or previously unreported ARM plant (i.e. no permit has been issued) and skip to Section 9. Does the emissions source have any uncontrolled actual emissions of non -criteria pollutants (e.g. HAP - hazardous air pollutant) equal to or greater than 250 lbs/year? yes i to If yes, use the following table to report the non -criteria pollutant (HAP) emissions from this source: CAS Number Chemical Name {all c r Uncontrolled Emission Factor (Specify Units) Emission Factor : Source (AP -42, Permit, . Mfg, etc) Em ctrojj s ) Controlled Actual Dribs'-oneEf (Ibsfyear) 111111111 1111111111111 MOM IIIIIIIIII 1.11111.11111.1 1111111.1111 s Annual emissions fees will be based on the report.ed actual controlled emissions_ CQ OE r.D form APCD-225 APM r ta.: • APEN - Revlskm ' ' 2318 8 Permit Number: AIRS ID Number: [Leave bank un#ess APCD has already assigned a permit # and MRS ;D Section 9 - Applicant Certification I hereby certify that all information contained herein and information submitted with this application is complete, true, and correct. s7Vi 1 Signature o I • ally Authorized Person (not a vendor or consultant) Greg eras Name (print) Date Land Resource Manager Title Check the appropriate box to request a copy of the: Draft permit prior to issuance O Draft permit prior to public notice ■ (Checking any of these boxes may result in an increased fee and/or processing time) This emission notice is valid for five (5) years. Submission of a revised ASPEN is required 30 days prior to expiration of the five-year term, or when a reportable change is made (significant emissions increase, increase production, new equipment, change in fuel type, etc.). See Regulation No. 3, Part A, D.C. for revised APEN requirements. SNP Send this form along with $191.13 to: Colorado Department of Public Health and Environment Air Pollution Control Division APCD-SS-Bt 4300 Cherry Creek Drive South Denver, CO 80246-1530 Make check payable to: Colorado Department of Public Health and Environment For more information or assistance call: Small Business Assistance Program (303) 692-3175 or (303) 692-3148 APCD Main Phone Number (303) 692-3150 Or visit the APCD website at: https: f isei►r.coicrada.gov/cdphe/apcd Fyn 4P -225 APM Plant APEN - Rey-ls,cri .r : 2016 COtC c4CO _.,.t.- :Ib.; t 4:-:'d vRF�l' Al IL!WI ..,a, .T. WW1" .l.%., +.••�• •H••P• t;.„ .pti.:r%.) * Legend [)sae Boundary CALF (approx.) 0 ft 3.000 ft NDSPIYietsji f',oc?A r 7t cifr plksj3-Afipat1/4)16 r~ f LU RC` ASC, £aerc: CANAL,. i;sratier Flunk; to rr is : it _6 F. rkk, go4NbiriRY � � .0 ..a. n u v �• t 1 p ct ) } cnnur"n:au ,..w,ar.w..a:..4n....4-nwm....r_....m.,.._...s ..:..ra:.y':- s., ...`... PPivEr)L L ROW l (- W1176 t':3,000 ceartar t4 LDszasintivce F o - ;,.J n y) z I) 1700 ft ente.lnr.n ,Ivr-S 11:Yfa1LAAY.JRLMf.4.1aNe2+i1-4'l1yiSPetlTi1i t. --t, fir 1 .••••._ ...n....,a.. , c Aar I Int —10 a�. INA trod ................... r, 60- S� c"mhsI �l'4.Kf1L.URIJW", x:na•4 SNAct rasa. y _ t r :i G' ^yr•Tft .1.0ffA4T4:e.10114lXd..rie•.nLat•^'MM.' :tiv.”-..n cote LC? .fl .vNorstirswran ads^•s:avgr ,.e • Ascii ritomitt gotovofiRr HAUL- Ro (W4PflVE " IAL.1c o Cookawre CaNAL Feroce ��. 5 4o c.A-c I. Jed TiA0,..tettt cM b at Y l MW +dR: dJiM+nol-lK:+giWianhr DOI.,-“:1.MlhaNHA.C ANT in tut L.. ...re'ir�».c�.. �_��MAhIIaY.!-Ai#4.iNSJ.y,rWmM1'vn' diet ti. 6,7 JIVE; No . �RJ§�*�a�up3t :rii: v. ••.6.'n01.+:OMwVa'epA.+e+...W.u.w..vv,. RM .. _ .. _ .. L.ck L o -s On— Pibt -. V c' -x c -int Er isfl :o[.... sa �aaea S. eLtve y or :`? 1_• S ri ! la :Iiw1X /,FAreg .Q.S.Vln4aF: a.7.,r .arva. ...mnwa�.'wt."; EW.;, 1 ./ SP14AL7 *,..) +IA nits N C 3, SPHALT SPECIALTIES CO. Co Dept Of Public Health & Environment a 4 f 9 4 E 14.A. L.._. 01/1 1119 Air Permit rt I SPECIALTIES : } c t 1 I 10100 DALLAS ST HENDERS N, CO 80640 OPERATING ACCOUNT 191.13. ***One hundred ninety-one and 100 Dollar*** Co Dept Of Public Health & Environment Air pollution Control Divisions APCD-SS43#1 4300 Cherry Creek. DrSoutli Denver CO 802464530 090( :1 I I, P i iteMar DATE ;'. 1 pt I &0 17th :9,1. 456 Fielo Dower, &)2f'2 1'. ;1488--2.PE 01118119 oaoti: i I AN,.0 T CHECK NO 106765 Ak4tp e:7Ej) +ttj.. NATUf E ♦ <-•••••••':: •••••••...; J-. v...- .Y...'.i".O w: . .•..-. . r. 'O'.....N.. M.:n.Y .!natno w lien . .. ro.n... ��:}i ...: N�.R }••45:'••: : Y. -•y. 1 0 6 7 6 5 i 191 i 191,13 1' r. Or....'MA N• -.K+.::.. 4..4r .e 0-.. v .. • ii06 Silt I O 7 3 94 20 reg Geras From: SQL Service on VS90 (DO NOT REPLY) <dphevs90mail@state.co.us> Sent Wednesday, February 13, 2019 8:01 AM To: Greg Geras Subject: Permit Application Received Colorado Department of Public Health and Environment Air Pollution Control Division Stationary Sources Program Your construction permit application was received by the Air Pollution Control Division (the Division) on 01/28/2019. After an initial review, this application was deemed administratively complete and has been logged in to the Division's permit tracking system. The permit and AIRS ID number assignments are as follows: PERMIT AIRS ID FACILITY 19W E0098 123/A023/001 ASPHALT SPECIAL- ASPHALT PLANT - CENTRAL Point Description: HOT MIX ASPHALT PLANT (DRUM MIX COUNTERFLOW MIXER: CMI, MODEL: PTD-300, S/N: 101 BURNER: HAUCK; MODEL: SJ-520-1; S/N: 101 you should have any questions concerning the status of your permit application, please contact Byron Caton at (303)692-3220 or BYRON.CATON@state.co.us. When calling, please reference the permit and/or AIRS ID number(s) listed above. You can also research the status of your application online at https://nam04.safelinks.protection.outlook.com/?url=https%3A%2F%2Fwww.Colorado.gov%2Fpacific%2Fcdphe%2Fair- permit- status&data=02%7C01%7C%7Ce8073469f20e493b550a08d591c40cd 6%7C76f66e59462d46848ec1d43a7d07f6dc% 7C0%7 C0%7C63 6856668570628987 & sdata = Eh mK 5 QxCv1Q96 BJ CkYZ6 Dca rpzg68POMXYIZ 1SXGQW 8%3 D&a m p; res erved=0. Please note that the status of general permit applications will not be reflected on the Division's website; conditional coverage under the relevant general permit is effective on the date that a complete application is received by the Division. The next step in processing your construction permit application is to determine if all of the necessary information for a full engineering analysis is contained within your application. If any information is missing, the Division will contact you in the near future to obtain the needed material. State law requires that the Division determine the completeness of an application within 60 days of receipt. If you do not hear from the Division by 03/29/2019, you can assume that your application is complete. Please note, however, that a complete application does not mean that a permit has been or will be granted. Furthermore, Colorado state law requires that facilities have a construction permit prior to construction and operation of equipment. 1 Permit Number: MRS ID Number: leave blank unless APCD has already assigned a permit rt and MRS ID] Section 4 - Processing Information Et Material Use With this application, you must submit a site map, drawn to scale, which shows the on -site haul roads, public roads, property boundary, fence boundary, aggregate storage bins, APM processing equipment, and storage silos and tanks. Total Area of Site: 16 acres Shortest Distance from APM Plant to property boundary: 250 feet Plant Type: ❑ Drum Mix Parallel Flow 0 Drum Mix Counter Flow ❑ Batch Mix Plant Plant design rate (maximum capacity per hour): 300 tons/hour (finished product) Maximum burner design rate: 100 Million BTIJ per hour Drum Mixer: Make: CMI Model: PTD-300 Serial: 101 Drum Bunter: Make: Hauck Model: SJ-520-1 Serial: 101 Section 4A; Main Burner Fuel Type(s): Primary Fuel Type: (check fuel for which approval is requested) ❑ Diesel (No. 2 Fuel Oil) ❑ Propane 0 On -Specification Industrial Oil in compliance with 40 CFR Part 279 ❑ Natural Gas 0 Other: Backup or Alternative Fuel Type (if applicable, check all fuels for which approval is requested): ❑i Diesel (No. 2 Fuel Oil) ❑ Propane ❑ On•Specification Industrial Oil in compliance with 40 CFR Part 279 ❑ Natural Gas 0 Other: Section 4B; Production of Asphalt Paving Materials (APM): APM temperature range: 270 - 350 F (e.g. 280 - 320 ` F) Requested total annual permit limit4: 450,000 tons/year Requested total annual permit limit of APM produced using backup or alternative fuel (if applicable)d: 450,000 tons/year Actual annual production level: N/A tons/year From what year is the actual annual production level, as listed above? N/A (e.g. 2015) Primary Emissions Control Type of control device: Inertial Separator Baghouse (baghouse, scrubber, etc.) Overall control efficiency (1 reduction in emissions): Manufacturer: CMI Model: Roto-Aire Secondary Emissions Control Type of control device: Bag Filter Manufacturer: CMI (knockout box, cyclone, etc.) Serial: 101 Model: Roto-Aire Serial: 101 Section 4C: Lime or Mineral Filler Storage Silos: Requested annualthroughputb: 4,000 tons/year Actual annual throughput: N/A tons/year From what year is the actual annual throughput? N/A (e.g. 2015} What type of emissions controls are on storage silo(s) for loading? Bag filter (bag filter, bin vents, etc.) 6 Requested values will become permit limitations. Requested limitis) should consider future process growth. r`crm /tPC.D-225 APM Plant A,0EN - Revision 72018 V< :i I r� a Permit Number: AIRS ID Number: cleave clank unless APED has already assigned a permit t; and AIRS 10j Section 4D: APM Product Silo Capture and Control System: Type of control device: Sealed with baghouse fabric filters (e.g. mist eliminator, return air/blue smoke control, etc.) Overall control efficiency (% reduction in emissions): 99% Manufacturer: CMl (all 3 silos) Model: EMS -210 (ail 3 silos) Serial: 133. 132, 160 Section 5 - Main APM Plant Stack Information Georg faphiea (: Coordinates itatidedslLor itude or lttiv) 40.026261° / -104.951033° t j d {[ N !GIViiii99 A0 d 5 r 4 'G� `ISY rV aV .. .1 Ai •a'2 � o. 1, 1 E �gJ '� .. ..�, CMI PBH 33 280 25% 40,000 2.847 Indicate the direction of the stack outlet: (check one) 0 Upward O Other (describe): Indicate the stack opening and size: (check one) O Circular Interior stack diameter (inches): 0 Square/rectangle interior stack width (inches): 38" x 52" Interior stack depth (inches): 344" O Other (describe): Section 6 - Fugitive Dust Emission Sources What type of dust controls are used for aggregate storage piles? Watering, screened material (Emissions controls for storage piles may include, but are not limited to: full or partial enclosures, use of pre - washed aggregate, watering, etc.) Section 6A: Transport of aggregate to the site from an off -site location (if plant is not located at a mine). Max amount of aggregate + RAP received: 1,400 tons/day 400,000 tons/year Haul Vehicle 1 Haul Vehicle 2 Haut Vehicle 3 Haul vehicle capacity: 24 30 tons Haul vehicle empty weight: 17 20 tons Max number of trips per day: 9 9 Haul road length (avg. one way): 3600 3600 feet Posted speed limit on haul road: 10 mph Foam APCD-225 API0 Plant APEN Revision ?/2018 coon«boa Permit Number: AIRS ID Number: / / (Leave blank unless AP(D has already assigned a permit'?` and AIRS ID] List all air pollution controls used for the on -site haul roads to transport aggregate to the site: ❑ Paved Surface Portion of Haul Road Paved (see Site Sketch) Street sweeping: (] No ❑ Yes ❑ Unpaved Surface Watering: ❑ None 0 As needed 0 Frequent': times/day Surface is graveled: ❑ No ✓❑ Yes Chemical stabilizer applied: ❑r No O Yes Type: (e.g. mag chloride, resin, etc.) if "Frequent" is selected, your permit may include a requirement to water haul roads daily as often as listed in this APEN. Section 68: On -site moving of aggregate from storage piles to storage bins. Loader 1 Loader 2 Haul vehicle capacity: 11.5 Haul vehicle empty weight: 33 Max number of trips per day: 220 Haul road length (avg. one way): 300 Posted speed limit on haul road: 10 mph Loader 3 tons tons feet List all air pollution controls used for the on -site haul roads between aggregate storage piles and the APM storage bins: O Paved Surface Street sweeping: ❑ No ❑ Yes El Unpaved Surface Watering: ❑ None ❑i As needed ❑ Frequent': times/day Surface is graveled: O No Q Yes Chemical stabilizer applied: 0 No ❑ Yes Type: (e.g. mag chloride, resin, etc.) 7 If "Frequent" is selected, your permit may include a requirement to water haul roads daily as often as listed in this APEN. Section 6C: Removal of asphalt paving material from the site. Haul Vehicle 1 Haul Vehicle 2 Haul vehicle capacity: 24 15 Haul vehicle empty weight: 17 11.5 Max number of trips per day: 125 100 Haul road length (avg. one way): 3000 3000 Posted speed limit on haul road: 10 mph Fctn APCD.225 AP) Nara i PEi' • Revision 7/2018 Haul Vehicle 3 5 A tons tons feet COtC' ac Permit Number: AIRS ID Number: / / [Leave blank unless APC0 has already assigned a permit # and AIRS ID) List all air pollution controls used for the on -site haul roads between APM plant and the site exit: ❑r Paved Surface Street sweeping: 0 No ❑ Yes O Unpaved Surface Watering: O None O As needed ❑ Frequent?: times/day Surface is graveled: 0 No [J Yes Chemical stabilizer applied: 0 No O Yes Type: (e.g. mag chloride, resin, etc.) 7 If "Frequent" is selected, your permit may include a requirement to water haul roads daily as often as listed in this APEN. Section 7 - Criteria Pollutant Emissions Information ❑� Check this box if the APEN is for a new or previously unreported APM plant (i.e. no permit has been issued) and skip to Section 9. Attach all emission calculations and emission factor documentation to this APEN form. From what year is the following reported actual annual emissions data? Use the following tables to report criteria pollutant emissions from each individual point source and the total combined APM plant emissions: (Use the data reported in Section 4 and emission factors located in the "Notes to Permit Holder" section of your permit to calculate these emissions.) Main Plant Mixer emissions while operating on primary fuel: Primary Fuel Type (natural sus, #2 diesel, etc.) Pollutant Uncontrolled Emission Factor (11y/ton of APM) Controlled Emission Factor (lb/ton of APM) Emission Factor Source (APW2, Mfg„ Permit, etc.) M A n l Emissions Uncontrolled gem/Year) coiftroifed's (tonslyear) TSP (PM) PM Eo PM2.s SOS NO„ CO V0C 8 Annual emissions fees will be based on the reported actual controlled emissions. Form APCD-225 Phi Fiani APEN - Revision 2!2018 n A eoto6s L o Permit Number: AIRS ID Number: / / [Leave blank unless APCD has already assigned a permit x and AIRS ID) Drum Mixer emissions while operating on secondary or backup fuel {if applicable): 0 Check this box if the drum mixer burner did not combust a secondary fuel during this reporting period or the permit does not include emission factors for this activity, and skip to the next table. Secondary Fuel (natural gas, #2 l diesel, aetc_) Pollutant 'Type Uncontrolled Emission Factor (lb/tan of APM) Controlled Em' Factor pb/tao of APM) Emission Factor Source (Permit, ettcc.) Uncontrolled year) ont r uens yearn TSP (PM) PM10 PMI.s SOS NO. CO VOC Finished asphalt paving material storage silo emissions: O Check this box if the permit does not include emission factors for this point, and skip to the next table. Pollutant Uncontrolled Emission Factor (1b/tnn of APM) Controlled Emission (f6/ ) Emission Factor Source (AP-4Perm2,etc.) , , ActtUa# 4�. R .. a , s .-:',.:7:44!-,,,,,,.-- .. ' fissions w'-4k a, (t Controlled° ons/year) (tcontrolled 1 /yeare TSP (PM) PM,o PM2.5 VOC Lime silo emissions: 0 Check this box if the permit does not include emission factors for this point and skip to the next table. Pollutant Uncontrolled Emission Factor (ib/ton of lime) Emission Factor Source (AP -42. Mfg., Permit, etc.) Actual Annual i s Uncontrolled (tons/ytar) Controlled' (tans/year) TSP (PM) PM5& PM2,5 Total combined point source criteria pollutant emissions (combined values from previous emissions tables): Pollutant Actual Annual emissions .. Uncontrolled (tons/year) Controlled° (tans /year) TSP (PM) PMso PM2.5 SO. NO.. CO VOC s Annual emissions fees will be based on the reported actual controlled emissions. r"Uri APCD-225 ANA Plant ADEN - Revision 7/2018 Permit Number: AIRS ID Number: 1 / [Leave blank unless APCD has already assigned a permit fi and AIRS DI Section 8 - Non -Criteria Pollutant Emissions Information El Check this box if the APEN is for a new or previously unreported APM plant (i.e. issued) and skip to Section 9. Does the emissions source have any uncontrolled actual emissions of non -criteria pollutants (e.g. HAP • hazardous air pollutant) equal to or greater than 250 lbs/year? no permit has been ❑ Yes ❑ No If yes, use the following table to report the non -criteria pollutant (HAP) emissions from this source: CAS Number Chemical Name Overall Control Ef►sefeeey Uncontrolled Emission Factor aPecifY lmlts) Emission Factor ' Source (AP -42, Permit, Mfg., etc.) Uncontrolled Actual Emissions fibs/year) Controlled Actual Emisslans8 (lbs/year) 8 Annual emissions fees will be based on the reported actual controlled emissions. Fcrrn AP. J. 225 APM Plant APEN - Revision 712018 C-G,Of.I LU 4g� 8 i � ' Permit Number: AIRS ID Number: / I [Leave blank unless APCD haf already assigned v permit N and AIRS ID] Section 9 - Applicant Certification I hereby certify that all information contained herein and information submitted with this application is complete, true, and correct. Signature o gaily Authorized Person (not a vendor or consultant) Date Greg eras Land Resource Manager Name (print) Title Check the appropriate box to request a copy of the: ❑ Draft permit prior to issuance ❑ Draft permit prior to public notice (Checking any of these boxes may result in an increased fee and/or processing time) This emission notice is valid for five (5) years. Submission of a revised APEN is required 30 days prior to expiration of the five-year term, or when a reportable change is made (significant emissions increase, increase production, new equipment, change in fuel type, etc.). See Regulation No. 3, Part A, II.C. for revised APEN requirements. Send this form along with 5191.13 to: Colorado Department of Public Health and Environment Air Pollution Control Division APCD-SS-B1 4300 Cherry Creek Drive South Denver, CO 80246-1530 Make check payable to: Colorado Department of Public Health and Environment For more information or assistance call: Small Business Assistance Program (303) 692-3175 or (303) 692-3148 APCD Main Phone Number (303) 692-3150 Or visit the APCD website at: https://www.colorado.govicdrthefapcd f'arrn APCD-225 /4'M PlanL APEN - Revision 7;2018 9 CO LORd00 Legend ElSite Boundary ;ALE (approx.) 0 1,500 ft I I 1 N 3,000 ft W+ E J S ASPHALT PLANT - CENTRAL SITE LOCATION MAP 5588 Weld County Road 6 Erie, CO 80603 DATE: 12/13/2018 AtiIor U �Q3RLEN r WELD COUNTY P.OAD 6 Fi5a - ¢ PROPERcY rC y PAVED I- u . Rollo D'Ss1Rr%t6 CONE -WAY) = 3,000 Gt2twsL 1-4AuL f 0 O in-STHIvte Cove -1.090= I,I Aoft- ColoGRVE CANAL do0."1"1". Ic SPHli�AVIN6 MATERIAL Y _. P $ottwe RI/ KeGYGLI PI.riNT ALFA �C 3 S ' L ti000-ct. n SGi P OPeRTY 71 L EG END; •— ASC1 PRo?eP Y Bau.NORRY I-lnu t-R0M> CPAvED) HAW- R0AD(UNPAvED-GRftvot.) = Put3Lic. Rollo - Conicarre CANAL. — X k X = Fewce Mt= Stack PILE SToRME S1 -Las / TRuc It L.G►4Dotr DRum rilzxeR LIME SILD PASPHRLT PRv.mx, mA7eRIRLS PLANT Aiken NORTH TRuck Lo+9nT-V6 On_A6T VE RT-scot L) fE0. Du. AST Aoki sA7gL won: are.. AST E;1___,ELELTRicit Dc I►eRRY or RAP RECYCLG PLANT • ASPHALT SPECIALTIES CO. VF NOON NO. /19 Air Permit Application 106765 G 1US AP.IOLIt4i UISCOIINi - P. TAINAG{. IA L9[J{J` PAL ANCF Nei' AMOUNT - f:T{OSS Ah1OVNT to S.`:OJNr PETAINApG TPL:E VIO'!S FA -AN'( NET AMOUNT 10497 191.13 0.00 0.00 0.00 0.00 THE KEY TO DOCUMENT SECURITY • HEAT ACTIVATED THUMB PRINT • ADDITIONAL SECURITY FEATURES INCLUDED • SEE BACK FOR DETAILS ASPHALT 10100 DALLAS ST. HENDERSON, Co 80640 SPECIALTIES C O . OPERATING ACCOUNT ***One hundred ninety-one and 13 / 100 Dollars*** P T C OF Co Dept Of Public Health & Environment Air pollution Control Division - APCD-SS-B1 4300 Cherry Creek Dr.South Denver CO 80246.1530 ^•+,r,l BOO 17m St 15P, Flow �i�� Denver CO 80222 k E Eli 1.800.88.22$5 DATE 01/19119 BO. -F8 211 CHECK NO 106765 AMOUNT 106765 $191.13 • AUTHORIZED SIGNA Attachment C APCD Meteorological Determination Email 9250 East Costilla Avenue ♦ Suite 630 • Greenwood Village, Colorado 80112 303/790-1332 ♦ Fax 303/790-7820 Kendall Necker rom: Malone - CDPHE, Emmett <emmett.malone@state.co.us> Sent: Wednesday, May 15, 2019 1:49 PM To: knecker@mcvehil-monnett.com Cc: Greg Geras; Gary Garman; Rosendo Majano; Bradley Rink Subject: Re: Meteorological Data Request Attachments: FSVRAIN ADJU_09.zip; FSVRAIN09.zip Hello, I have completed your meteorological determination request. I have attached two sets of data. One processed with ADJ-U* and one without.If you have any questions let us know. The Meteorological Determination follows: The Division has completed the AERMOD meteorological determination for: Source: Asphalt Plant MMA Project Number 2820-19 Approximate Location: UTME: 504178 m, UTMN: 4430673 m NAD 83, Zone 13 There are no existing meteorological data, to the Division's knowledge, that are adequately representative of dispersion conditions expected at this site. Consequently, the applicant may either collect a year of site -specific meteorological data (see option 1) to support a refined AERMOD modeling analysis, or the applicant may perform a screening impact analysis with AERMOD and the hourly meteorology presented in option 2. If AERMOD is used in a screening type mode with hourly meteorological data, design value restrictions will apply. The applicant is welcome to provide additional information to assist the meteorological determination process. PTION 1: Collect at least one year of site specific meteorological data with a tower setup and location approved by the Division. The monitoring program must be performed in accordance with U.S.EPA accepted procedures as approved by the Division. If this option is pursued, it is strongly recommended that a monitoring plan be prepared and submitted to the Division for review prior to collection of the data. Once data has been collected and approved by the Division, contact the Division for site -specific AERMET processing guidance. OPTION 2: SURFACE METEOROLOGY Met Site: Ft St Vrain Tower LAT/LONG: 40.254N, 104.872W Tower type: private Data period: 2009 Data type: 15 -minute site -specific Anemometer height: 10, 30, 60 m Profile Base Elevation: 4776 ft Data availability: attached to the email UPPER AIR METEOROLOGY Site: KDEN (Denver, Colorado) WBAN number: 23062 Data type: Radiosonde Site LAT/LONG: 39.77N, 104.88W Collected by: National Weather Service ata format: NOAA Forecast Systems Laboratory (fsl) format ata availability: attached to the email 1 AERMOD Screening Impact Analysis Design Concentrations (for use with hourly met data of Option 2): *Use the highest modeled impact in the compliance demonstration from the "high 1st high" for averages less than or equal to 24 hours for short-term standards and "1st high" for annual standards from individual years. If the meteorology associated with the "high 1st high" is not plausible at the source location, please contact me for a re-evaluation of the design value. *For demonstrating compliance with standards that are attained from a multi -year average (e.g., 3 -year average of the 98th percentile of the daily maximum 1 -hour NO2 concentrations or 3 -year average of the annual mean PM2.5 concentrations), the procedure above may be refined by using the maximum n -year average of the 1st -high corresponding averaging period concentrations determined on a receptor -by -receptor basis (where n equals the number of years modeled). *When determining compliance with the 1 -hr NO2 standard, use 100% conversion of NO to NO2. When determining compliance with the annual NO2 standard, use either the Tier 1 (100% conversion of NO to NO2) or Tier 2 (multiply the Tier 1 estimate(s) by 0.75, the recommended empirically -derived NO2/NOx value for Colorado) approach from 40 CFR 51 Appendix W. If a different NO2 conversion approach than those listed above is needed for estimating either 1 -hr or annual NO2 concentrations, contact Rosendo Majano (rosendo.malano@state.co.us) for details. This determination is not applicable for an unlimited period and may expire if there is a substantial delay between the date of this determination and the submittal of the permit application. If the location of the source moves or if additional modeling is warranted in the future at this site, contact the Division to confirm if this met determination is still valid. This determination is applicable provided that the permit application is not subject to the PSD rules. If the permitting action is subject to PSD rules, please contact the Division for a PSD pre -construction monitoring determination. AQs on Air Quality Modeling Data and Techniques are available here ttp://www.colorado.gov/airquality/permits/FAQsOnAirQualitvModelingDataAndTechniquesl3Jul.pdf. National elevation data files are available here: http://www.colorado.gov/airquality/quad selector map.aspx. If there are questions, please contact Rosendo Majano (rosendo.majano(astate.co.us). The completeness checklist for modeling submittals is available here: http://www.colorado.gov/a irqua lity/permits/CompletenessChecklist-ModelingSubmittall4Feb.pdf. State law requires that the Division determine the completeness of an application or any supplemental information requested for the application by the Division within 60 days of receipt. If the application (this includes the modeling submittal) is deemed incomplete, the applicant will be notified regarding the deficiencies and asked to either supplement the application or submit a new complete application. It is important to note that our review will not begin until a complete application has been received, Emmett Malone Supervisor Modeling and Emissions Inventory Unit Technical Services Program Air Pollution Control Division Colorado Department of Public Health and Environment APCD-TS-B 1 4300 Cherry Creek Drive South Denver, CO 80246-1530 303-692-31361 Emmett.Malonestate.co.us re you curious about ground -level ozone in Colorado? Visit our ozone webpage to learn more." 2 On Tue, May 7, 2019 at 1:43 PM Kendall Necker <knecker(umcvehil-monnett.com> wrote: Good Afternoon Mr. Malone: Please find attached a letter requesting meteorological data to be used in an AERMOD modeling analysis for an asphalt plant near Frederick, CO. Let me know if you have any questions. Sincerely, Kendall Necker Ms. Kendall CNecker, CCM Air Quality Meteorologist McVehil-bfonttett Associates 9250 East Castilla Avenue, Suite 630 Greenwood Village, CO 80112 303.790.1332 x137 Office 301531.8069 Direct MCVEHwMONNEI3 MIK Animals, ls, INC. MAW�,.. t. Confidentiality Notice: The information contained hi this email and any attachments is intended only far the recipientja' listed above and may be privileged and confidential Any dissemination, copying, or use of or reliance upon such information by or to anyone other than the recipient's/ listed above is prohibited 1f you have received this message in error, please notify the sender immediately at the email address above and destroy any and all copies of this message. Virus -free. www.avast.corn 3 Attachment D Modeling Files and Figures 9250 East Castilla Avenue • Suite 630 ♦ Greenwood Village, Colorado 801 !2 303/790-1332 ♦ Fax 303/790-7820 MCVEHIL-MONNETT rASSOCIATES, INC. Air Ovally to Environmental Management June 17, 2019 Mr. Emmett Malone Colorado Dept. of Public Health & Environment Air Pollution Control Division APCD-SS-B I 4300 Cherry Creek Drive South Denver, CO 80246-1530 RE: AERMOD Modeling Analysis Supporting a Minor Source Construction Permit Application for the Asphalt Specialties Central Plant; MMA Project Number 2820-19 Dear Mr. Malone: At the request of Asphalt Specialties Co., Inc., McVehil-Monnett Associates, Inc (MMA) performed a significant impact air quality modeling analysis for the Central Plant to support a minor source construction permit application. MMA followed the Colorado Modeling Guidelines for Air Quality Permits (Colorado Modeling Guidelines) as well as the Environmental Protection Agency's (EPA's) Guideline for Air Quality Models (GAQM, 40 CFR Part 51, Appendix W). This letter provides a summary of the modeling effort. Plant Location The Central Plant will be located about 5 miles south of Frederick, Colorado. Figure 1 (all figures are presented in Attachment A) provides a topographical location map showing the midpoint of the asphalt plant as well as the property boundary. The approximate midpoint location of the plant in NAD83 UTM coordinates (Zone 13) is 504178 m Easting, 4430673 m Northing. The plant is in an attainment area for every pollutant except ozone. Asphalt Plant Description The Central Plant manufactures asphalt utilizing the counterflow drum mix method. This method is a continuous mixing type process which uses proportional cold feed controls for the process materials. The drum is used to mix virgin aggregates (proportioned by size gradations) and reclaimed asphalt pavement (RAP) with liquid asphalt cement. The virgin aggregate and RAP are feed to the drum via conveyor systems. Liquid asphalt cement is controlled by a variable pump which is electronically linked to virgin aggregate scales and RAP weigh scales. Liquid asphalt cement is injected into the mixing zone with the proportional amounts of virgin aggregate and RAP. The mixing zone in the drum is located behind the burner flame zone to remove materials from direct contact with hot exhaust gases. The material flow direction in the drum is counterflow to the direction of exhaust gases. The material is then heated, dried, and transferred from the drum to storage tower silos via conveyor belts. From the storage silos, the product is transferred to trucks and transported off the facility. A heater maintains the asphalt at the required temperature in the silos. Figure 2 depicts a general process flow diagram. 9250 East Costilla Avenue ♦ Suite 630 • Greenwood Village, Colorado 80112 303/790-1332 ♦ Fax 303/790-7820 CO Modeling Analysis for Asphalt Specialties Central Plant Page 2 Permit Application and Modeling Request The asphalt plant is a reconstruction of equipment associated with APCD permit number 12WE1518. An APEN for the reconstruction of the equipment for the asphalt plant was filed on January 22, 2019 by Asphalt Specialties and was assigned permit number 19WE0098 by APCD. The submitted APEN is included in Attachment B for reference. Table 1 summarizes the plant's point source emissions for all pollutants. After review, the APCD requested modeling for the pollutant carbon monoxide (CO) in order to approve the permit application; APCD did not request modeling for any other pollutant. Table I Emissions Summary for Point Sources at for Asphalt Criteria R Pollutant Uncontrolled Emissions (tpy) - Controlled Emissions tp' lb/hr lb/day PM 6,304.7 4.6 8.1 194.5 PM,o 1,467.2 1.3 3.7 87.6 PM25 351.2 0.5 2.6 63.0 SO2 13.1 13.1 17.4 417.6 NOx 12.6 12.6 16.7 400.6 CO 30.0 29.8 39.6 949.9 VOC 10.4 8.2 11.0 263.2 Lead 0.1 0.1 0.2 3.9 Modeling Methodology Air quality modeling was conducted with the American Meteorological Society / Environmental Protection Agency Regulatory Model (AERMOD), version 18081. AERMOD is the regulatory default model for near -field dispersion modeling per the GAQM. AERMOD's associated pre-processor AERMAP (version 18081) was employed to generate terrain and elevation data, and AERMET (version I808I) was utilized to create meteorological input data. A modeling protocol was submitted to the APCD on May 14, 2019 which was confirmed with the additions of links to resource files at the APCD. Source Description and Model Inputs The plant layout is presented in Figure 3, depicting CO source locations as well as the locations of buildings and tanks. Figure 4 shows the plot plan on a topographic map. The primary emission source for CO is a drum mixer / drum burner fired with #2 fuel oil; the emissions are released from a 33 -foot stack. Small amounts of CO are also emitted from the HMA loadout and the asphalt storage tank heater, and these were modeled as volume sources. Table 2 lists the point source model input parameters, and Table 3 summarizes the volume source model input parameters. Table 2 Point Source Model Input Parameters for Carbon Monoxide Asphalt Specialties Central Plant Source ID Description NAD 83 Location UTM, Zone 13 Base Elev_ (m) CO Emissions (gls) Stack Release Height Above Ground Level (m) Stack Gas Exit Temperature K.) Stack Gas Exit Velocity (m/s) Stack Diameter (m) Easting (m) Northing (m) v CMI PBH Drum Mixer / Burner Stack 504176.1 4430654.5 1567.2 4.914 10.06 410.93 14.81 1.27 9250 East Costilla Avenue • Suite 630 • Greenwood Village, Colorado 80112 303/790-t332 • Fax 303/790-7820 CO Modeling Analysis for Asphalt Specialties Central Plant Page 3 Table 3 Volume Source Model Input Parameters for Carbon Monoxide Asphalt Specialties Central Plant Source ID Description NAD 83 Location UTM, Zone 13 Base Elev. (m) CO Emissions (8/s) Release Height Initial Lateral Dimension (cry) Initial Vertical Dimension (oz) Easting (m) Northing (m) Value (m)._ Basis/ Derivation Value (ml Basis/ Derivation Value (m) r Basis! Derivation LIMA HEAT HMA Loadout 504171.6 4430670.1 1567.4 4.50E-02 2.31 Physical height 0.23 > 1 m/4.3 1.07 Height/2.15 TANK HEAT Tank Heater 504I75.2 4430670.1 1567.4 2.00E-02 2.31 Physical height 0.23 1 m 14.3 1.07 Height/2.15 Building Downwash Buildings will create downwash from stacks if they are located in relatively close proximity, i.e., within a distance of 5L, with L being the lesser of the building width or height. Building downwash effects on a plume are governed by projected building width and height, relative location of the stack to the building and stack height. Building downwash does not affect volume sources in AERMOD. To obtain the projected widths and heights for the buildings and tanks, as well as cavity region parameters, MMA utilized EPA's program Building Profile Input Program Prime (BPIPPRM), version 04274. The corner locations of each building and tank (represented as al 6 -corner building) at the plant were entered into BPIPPRM along with the respective structure heights. Structure elevations were also entered and were based on the elevation of the main stack at the plant (1567.2 m). Table 4 lists the building IDs used in BPIPPRM, as well as a description of the building/tank and the structure data. The stack (CMI_PBH) location, elevation and height were also entered. The output from BPIPPRM was directly entered into AERMOD. Table 4 Building Description and Height Asphalt Specialties Central Plant BPIP Ill Description Tank or Silo Diameter (m) Width (m) Len1th (m) Height (m) AggHoprs Aggregate Hoppers 3.048 27.432 4.88 ContrlHs Control House 3.048 4.572 4.27 LimeSilo Lime Silo 3.048 15.54 StrSiloW Storage Silo West 3.658 15.85 StrSiloC Storage Silo Central 3.658 15.85 StrSiloE Storage Silo East 3.658 15.85 DrumMixr Drum Mixer 4.572 I3.716 4.27 BindASTI Binder Oil AST 1 4.572 12.50 BindAST2 Binder Oil AST 2 3.048 12.192 2.74 WasteAST Waste Oil AST 3.048 10.668 2,44 BagHouse Baghouse 3.658 10.668 4.27 RAPHoppr RAP Hoppers 3.048 9.144 4.27 DieslAST Diesel AST 1.524 3.657 1.52 Electric Electrical Building 3.048 5.8464 3.96 GenHous2 Generator Housing #2 3.048 12.192 3.96 GenHousl Generator Housing #1 2.438 13.716 3.96 OffBldg Office Building 30.48 36.57 3.96 QAQCLab QA/QC Lab 15.24 15.24 3.96 Shop Shop 25.91 36.58 9.14 Receptors The receptor network for the modeling analysis was generated following the Colorado Modeling Guidelines and the modeling protocol. The receptors were placed in a nested -type grid with the receptors spaced further apart as the distance from the plant increased. Receptors were placed along the permit 9250 East Costilla Avenue • Suite 630 • Greenwood Village, Colorado 80112 303/790-1332 ♦ Fax 303/790-7820 CO Modeling Analysis for Asphalt Specialties Central Plant Page 4 boundary at a spacing of 50 meters (m). For receptors placed from the boundary out to 1 kilometer (km), the spacing was set at 100 m; for receptors from 1 km to 3 km, the spacing was 250 m; and for receptors from 3 km to I0 km, the spacing was 500 m. No receptors were included inside the property boundary because access is restricted. The receptor grid is depicted in Figures 5. Receptor and source elevations were determined using AERMAP (version 18081) and USGS National Elevation Dataset (NED) digital files obtained from the State of Colorado. All receptors locations are referenced to NAD83 datum. Meteorological Data APCD furnished meteorological data collected at Fort Saint Vrain in 2009, pre-processed with AERMET version 18081, for use in the analysis; one data set was processed with ADJ_U* and one without. MMA used the data set without the ADJ_U*. The Fort Saint Vrain data set was based on the plant location provided by MMA on May 7, 2019. Attachment C contains the meteorological determination email from APCD. The annual wind rose for Fort Saint Vrain for 2009 is presented in Figure 6. The mean annual wind speed was 2.6 meters per second (5.8 miles per hour) with the majority of winds from the north through northeast and from the southwest. APCD determined that this data set was not representative of the meteorological conditions at the plant. Thus, according to Colorado Modeling Guidelines AERMOD can only be used in a "screening mode", which means that the highest first -high concentrations from the model must be used when comparing to standards. Model Results Following Colorado Modeling Guidelines, an initial modeling analysis is performed to compare output concentrations to the significant impact levels (SILs) for CO: 2,000 µg/m3 for the 1 -hour averaging period, and 500 µg/m3 for the 8 -hour averaging period. If either of these SILs is exceeded, a cumulative CO modeling analysis would be required and includes plant emissions, background source emissions and monitored background CO concentrations for comparison to the Colorado Ambient Air Quality Standards (CAAQS) and the National Ambient Air Quality Standards (NAAQS). Table 5 presents the highest first -high modeled concentrations from the initial CO modeling analysis for the Central Plant alone. The highest first -high 1 -hour concentration is 461.5 µg/m3 and the highest first - high 8 -hour concentration is 123.5 µg/m3. Both values are well below the respective SILs. Table 5 Model Results for Carbon Monoxide Central Asphalt Plant Pollutant Averaging Period Highest First -High Modeled Concentration (µg/m3 81L (l$/m3) CO 1 -Hour 461.5 2000 8 -Hour 123.5 500 Figure 7 and Figure 8 present isopleth plots for the first -high 1 -hour and 8 -hour modeled concentrations, respectively. The highest impacts for both averaging periods are at the property boundary. Conclusion The CO impacts from the Asphalt Specialties Central Plant are predicted to be below the SILs for both the 1 -hour and 8 hour averaging periods. Thus, no further modeling is required, and the plant would be considered to have an insignificant CO impact. 9250 East Costilla Avenue • Suite 630 • Greenwood Village, Colorado 80112 303/790-1332 • Fax 303/790-7820 CO Modeling Analysis for Asphalt Specialties Central Plant Page 5 All model input and output files are included in Attachment D, as well as electronic copies of Figures 1, 3, 4, 5, 7 and 8. If you have any questions or need additional information, please contact me at (303) 790-1332 x137 or email me at knecker@mevehil-monnett.com. You can also contact Gary Garman by phone at (303) 790- 1332 x124 or email at ggarman@mcvehil-monnett.com. Sincerely, Kendall C. Necker, CCM Air Quality Meteorologist cc: Mr. Aaron Moseley, APCD Mr. Greg Geras, Asphalt Specialties Co., Inc. Mr. Gary Garman, MMA 9250 East Costilla Avenue • Suite 630 ♦ Greenwood Village, Colorado 80112 303/790-1332 • Fax 303/790-7820 Attachment A Figures 9250 East Costilla Avenue * Suite 630 * Greenwood Village, Colorado 80112 303/790-1332 • Fax 303/790-7820 4436000- 4435000 4434000-i 4433000 g 4432000 E 4431000 1E Z I_ 4430000 2 0 Z 4429000 500000 501000 50200D 503000 504000 505000 506000 507000 508000 509000 NA083 UTM Fasting (m), Zone 13 + Approximate Midpoint of Plant (504178 m Easting, 4430673 m Northing) ...• Property Boundary Figure 1 Location Map Central Asphalt Plant 9250 East Costiila Avenue • Suite 630 • Greenwood Village, Colorado 80112 303/790-1332 • Fax 303/790-7820 RAP SINE CONVEYOR ri HMA STORAGE (SCC 305-002-i i1 TRUCK LC1 O-01Ft MCC 3-05dil2.141 DRYER BURNER t PRIMARY COLLECTOR SECONDARY COLLECTOR N. SECONDARY FINES •__•___�•__, RETURN LINE EXHAUST TO ATMOSPHERE EXHAUST FAN LOADER (SCC 3-05-002-04) FINE AGGREGATE STORAGE PILE (SCC 3-05-0o2-03) r �D CONVEYOR COUNTER -FLOW CONVEYOR SCALPING DRUM MIXER (BCC 3.05.002.05, -55. -57, -58, -80, -91, -83) ASPHALT CEMENT STORAGE (SCC 3.05.002.12) Figure 2 Process Flow Diagram for the Asphalt Plant SCREEN COURSE AGGREGATE STORAGE PILE (KC 3-05-002-03) COW AGGREGATE BINS FEEDERS (SCC 3-052.04) HEATER (SCC 3-06-002-06, -O7, -08, 09) 9250 East Castilla Avenue • Suite 630 • Greenwood Village, Colorado 80112 303/790-1332 • Fax 303/790-7820 LEGEND ./. Emission Porgy 1 Dueled Emissions Process Fugitive Emissions Open Duel Emissions 4430960 4430940 - 4430920 4430900- 4430880--! 4430860— n 4430840- rsi 4430820-- E lig 4430800- 4430780 J Mcp 4430760 • 4430740 4430720^ 4430700 4430680- 44306601 4430640— SUSt^ Str4bE 1.'44.I ,^3-1 2 rrjli—«_.tN'dRrAGT • Ganh/_:i] L 4430620.1..._I"....._._.r.. -..._ _.. F........_.,t- _.. -r 7._...... r .. l 504120 504140 504160 504180 504200 504220 504240 504260 504280 NAD83 UTM Easting cm), Zone 13 Figure 3 Building and Modeled CO Sources Central Asphalt Plant 9250 East Castilla Avenue r Suite 630 • Greenwood Village, Colorado 80112 303/790-1332 ♦ Fax 303/790-7820 4431050 4431000 4430950 M 4430900 • 4430850 E t • 4430800 • 4430750 z 4430700 4430653 4430600 4430550 " . ., i i i 1 i 503900 503950 504000 504050 504100 504150 504200 504250 504300 504350 504400 NAD83 UTM Easting (m), Zone 13 Property Boundary Figure 4 Buildings and Modeled CO Sources For Central Asphalt Plant On a Topographic Map 9250 Gast Costilla Avenue ♦ Suite 630 • Greenwood Village, Colorado 80112 303/790-1332 + Fax 3031790-7S20 500000 505000 510000 NAD$3 UTM Fasting (m), Zone 13 Figure 5 Modeled Receptor Grid Central Asphalt Plant 9250 East Costilla Avenue ♦ Suite 630 • Greenwood Village, Colorado 80112 303/790-1332 s Fax 303/790-7820 Fort Saint Vrain Meteorological Station 2009 Direction (blowing from) SOUTH COMMENTS: DATA PERIOD Wind Speed EAST; Start Date: 11112009 - 00:00 End Date: 1213112008 - 23:00 CALM WINOS: 0.50% COMPANY NAME: Asphalt Specialties WIND SPEED (mis) 11.0 8.4 -11.0 . 54- 8.4 - 3.3 - 54 1.8- 3.3 0.5- 1.8 Calms'. 1150% MODELER: McVehil-Monnett Associates, inc. AVG. NINA SPEED: 2.80 mIs WRPLOT View - Lakes EnwronmsMai Sofwaie TOTAL COUNT, 8747 hrs. DATE: 6112/2019 PROJECT NO.: 2820-19 Figure 6 Annual Wind Rose for Fort Saint Vrain Meteorological Station 9250 East Costilla Avenue ♦ Suite 630 • Greenwood Village, Colorado 80112 303/790-1332 ♦ Fax 303/790-7820 4433000 , 7-,;S .,r. 'r 4432500 4432000 4431500 ' �.i ~ O 0 N 4431000 E 4430500 z 4430000 4429500 4429000 4428500 r 7 - 4428O00 -1.... -. i _ 502000 502500 503000 503500 504000 504500 505000 505500 508000 NAD83 UTM Easting (m), Zone 13 +mow Property Boundary 400 350 300 250 200 150 100 50 506500 Figure 7 1 -Hour CO Highest Concentration (uglm"3) Central Asphalt Plant 9250 East Costilla Avenue ♦ Suite 630 ♦ Greenwood Village, Colorado 80112 303/790-1332 ♦ Fax 303/790-7820 4433000 4432500 4432000 4431500 N • 4431000 E co t • 4430500-1 Z • 4430000 I co 4429500 4429000 4428500 4428000 L z .? 502000 502500 503000 503500 504000 504500 505000 505500 NAO83 UTM Easting (m), Zone 13 +••+•* Properly Boundary 506000 506500 I 130 120 110 100 90 50 30 Figure 8 8 -Hour CO Highest Concentration NOWT Central Asphalt Plant 9250 East Costilla Avenue a Suite 630 ♦ Greenwood Village, Colorado 84112 303/790-1332 ♦ Fax 303/790-7820 Attachment B Submitted APEN Completed January 2019 9250 East Costilla Avenue + Suite 630 * Greenwood Village, Colorado 80112 303/790-1332 ♦ Fax 303/790-7820 Asphalt Paving Materials Plant APEN Form APCD-225 Air Pollutant Emission Notice (APEN) and Application for Construction Permit All sections of this APEN and application must be completed for both new and existing facilities, including APEN updates. An application with missing information may be determined incomplete and may be returned or result in longer application processing times. You may be charged an additional APEN fee if the APEN is filled out incorrectly or is missing information and requires re -submittal. This APEN is to be used for asphalt paving materials (APM) plants, also called hot mix asphalt plants. If your emission unit does not fall into this category, there may be a more specific APEN for your source (e.g. concrete batch plant, mining operations, boiler, etc.). In addition, the General APEN (Form APCD-200) is available if the specialty APEN options will not satisfy your reporting needs. A list of all available APEN forms can be found on the Air Pollution Control Division (APCD) website at: www.colorado.gov/cdphe/apcd. This emission notice is valid for five (5) years. Submission of a revised APEN is required 30 days prior to expiration of the five-year term, or when a reportable change is made (significant emissions increase, increase production, new equipment, change in fuel type, etc.). See Regulation No. 3, Part A, II.C, for revised APEN requirements. Permit Number: AIRS ID Number: / / [Leave blank untess AFCD has already assigned a permit # and AIRS JOT Section 1 - Administrative Information Company Dame': Asphalt Specialties Co., Inc. Site Name: Asphalt Plant - Central Site Location: 5588 County Road 6 Erie, CO 80603 Mailing Address: (Include bp Cade) 10100 Dallas Street Henderson, CO 80640 Portable Source Home Base: N/A Site Location County: Weld NAICS or SIC Code: 324121 Contact Person: Greg Geras Phone Number: 720-322-7055 E -Mail Address2: GregG@asphalispecialtiescorn I Use the full, legal company name registered with the Colorado Secretary of State. This is the company name that will appear on all documents issued by the APCD. Any changes will require additional paperwork. 2 Permits, exemption letters, and any processing invoices will be issued by the APCD via e-mail to the address provided. Fenn AP[D-225 AFM Piarit APEN - Revision 7/2018 1 4 AV >•OiQR#0S} Permit Number: MRS ID Number: / / [Leave blank unless APCD has already assigned a permit # and AIRS ID) Section 2 - Requested Action ❑ NEW permit OR newly -reported emission source {cheat one below) 0 STATIONARY source ❑ PORTABLE source -OR- ❑ MODIFICATION to existing permit (check each box below that applies) ❑ Change fuel or equipment O Change company name3 O Add point to existing permit O Change permit limit ❑ Transfer of ownership4 O Other (describe below) - OR • APEN submittal for update only (Note blank APENs will not be accepted) ADDITIONAL PERMIT AcnoNs - ❑ Limit Hazardous Air Pollutants (HAPs) with a federally -enforceable limit on Potential To Emit (PTE) Additional Info Et Notes: Asphalt plant is a reconstruction of equipment associated with canceled Permit #: 12WE1518 at this location. 3 For company name change, a completed Company Name Change Certification Form (Form APCD• 106) must be submitted. For transfer of ownership, a completed Transfer of Ownership Certification Form (Form APCD-104) must be submitted. Section 3 - General Information Company equipment Identification No. (optional): AS -3 For existing sources, operation began on: For new or reconstructed sources, the projected start-up date is: 3/1/2019 Was this APM plant constructed, modified, or reconstructed after June 11, 1973? Normal Hours of Source 10 hours/day 6 days/week 46 Operation: Seasonal use Dec - percentages: Feb: 2 Mar- May: 25 June - Aug; 40 Sept - Nov: Yes ❑ No weeks/year 30 5 The reported "seasonal use percentage" may become quarterly permit limits that apply during the first year of operation only. After the first year, requested annual limits will apply, as reported in Section 48 of this APEN. For example, if you report an anticipated 0% seasonal use during Dec -Feb, you may be limited to zero tons of production during the first winter of operation, but the total annual limits will apply in subsequent years. Seasonal use percentages must sum to equal 100%. co of 4Po -crm APCf1 225 APM Rani APEN - Revisor, 717018 Permit number: COLORADO CONSTRUCTION PERMIT 19PO0044 Date issued: February 19, 2019 Issued to: Equipm Asphalt Specialties Co., Inc. Facility Name: Plant AIRS ID: Physical Location: County: General Description: Asphalt Plant - Central 777/4496 Homebased at 10100 Dallas Street, Henderson Weld County Portable concrete/aggregate processing facility Issuance: 1 Facility Equipment ID - AIRS Point Description CR-46 001 Crushed concrete, asphalt, and aggregate screen Make: ASTEC, Model: GT2055, 5/N: 194680 Design rated at 600 tons per hour Six (6) associated transfer points THIS PERMIT IS GRANTED SUBJECT TO ALL RULES AND REGULATIONS OF THE COLORADO AIR QUALITY CONTROL COMMISSION AND THE COLORADO AIR POLLUTION PREVENTION AND CONTROL ACT C.R.S. (25-7-101 et seq), TO THOSE GENERAL TERMS AND CONDITIONS INCLUDED IN THIS DOCUMENT AND THE FOLLOWING SPECIFIC TERMS AND CONDITIONS: REQUIREMENTS TO SELF -CERTIFY FOR FINAL APPROVAL 1. Point 001: YOU MUST notify the Air Pollution Control Division (Division) no later than fifteen days after commencement of operation under this permit by submitting a Notice of Startup (NOS) form to the Division. The Notice of Startup (NOS) form may be downloaded online at https://www.colorado.gov/pacific/cdphe/air/manage-permit. Failure to notify the Division of startup of the permitted source is a violation of AQCC Regulation Number 3, Part B, IIl.G.1 and can result in the revocation of the permit. Page 1 of 8 2. Within one hundred and eighty days (180) after commencement of operation or issuance of this permit, whichever is later, compliance with the conditions contained on this permit must be demonstrated to the Division. It is the permittee's responsibility to self -certify compliance with the conditions. Failure to demonstrate compliance within 180 days may result in revocation of the permit or enforcement action by the Division. Information on how to certify compliance was mailed with the permit or can be obtained from the Division's website at https: / /www. colorado.gov/pacific/cdphe/air-permit-self-certification. (Reference: Regulation Number 3, Part B, IlI.G.2). 3. This permit will expire if the owner or operator of the source for which this permit was issued: (i) does not commence construction/modification or operation of this source within 18 months after either, the date of issuance of this construction permit or the date on which such construction or activity was scheduled to commence as set forth in the permit application associated with this permit; (ii) discontinues construction for a period of eighteen months or more; (iii) does not complete construction within a reasonable time of the estimated completion date. The Division may grant extensions of the deadline per Regulation Number 3, Part B, III.F.4.b. (Reference: Regulation Number 3, Part B, III.F.4.) 4. Point 001: Within one hundred and eighty days (180) after commencement of operation or issuance of this permit, whichever is later, the operator must complete all initial compliance testing and sampling as required in this permit and submit the results to the Division as part of the self -certification process. (Reference: Regulation Number 3, Part B, III.G.2.) 5. Within thirty (30) days after commencement of operation or issuance of this permit, whichever is later, the permit number must be marked on the subject equipment for ease of identification. (Reference: Regulation Number 3, Part B, III.E.) (State only enforceable) EMISSION LIMITATIONS AND RECORDS 6. Emissions of air pollutants must not exceed the following limitations (as calculated using the emission factors included in the Notes to Permit Holder section of this permit). (Reference: Regulation Number 3, Part B, II.A.4) imits Facility Equipment ID AIRS Point Tons per Year Emission Type PM PM14 PM2,5 NO. 5O2 VOC CO CR-46 001 6.5 2.3 0.4 - - - - Point See "Notes to Permit Holder" for information on emission factors and methods used to ca[cula limits. PROCESS LIMITATIONS AND RECORDS 7. This source must be limited to the following maximum consumption, processing and/or operational rates as listed below. Annual records of the actual process rate must be maintained by the applicant and made available to the Division for inspection upon request. (Reference: Regulation Number 3, Part B, II.A.4) ion Limits Facility ' Equipment ID AIRS Point Process Parameter Annual Limit CR-46 001 Throughput of screened material 300,000 tons Page 2 of 8 STATE AND FEDERAL REGULATORY REQUIREMENTS 8. Visible emissions must not exceed twenty percent (20%) opacity during normal operation of the source. During periods of startup, process modification, or adjustment of control equipment visible emissions must not exceed 30% opacity for more than six minutes in any sixty consecutive minutes. Opacity must be determined using EPA Method 9. (Reference: Regulation Number 1, II.A.1. It 4.) 9. This source will be subject to the New Source Performance Standards requirements of Regulation number 6, Subpart OOO whenever there is primary crushing capacity greater than 150 tons per hour (portable equipment) or 25 tons per hour (fixed equipment) at this location as follows: [The requirements below reflect the rule language of 40 CFR Part 60 Subpart OOO published in the Federal Register on 4/28/2009. However, if revisions to this Subpart are published at a later date, the owner or operator is subject to the requirements contained in the revised version of 40 CFR Part 60, Subpart OOO.] a. Visible emissions from each screen and transfer point shall not exceed seven percent (7%) opacity. In addition, the following requirements of Regulation Number 6, Part A, Subpart A, General Provisions, apply. b. At all times, including periods of start-up, shutdown, and malfunction, the facility and control equipment shall, to the extent practicable, be maintained and operated in a manner consistent with good air pollution control practices for minimizing emissions. Determination of whether or not acceptable operating and maintenance procedures are being used will be based on information available to the Division, which may include, but is not limited to, monitoring results, opacity observations, review of operating and maintenance procedures, and inspection of the source. (Reference: Regulation 6, Part A. General Provisions from 4OCFR60.11) c. No article, machine, equipment or process shall be used to conceal an emission which would otherwise constitute a violation of an applicable standard. Such concealment includes, but is not limited to, the use of gaseous diluents to achieve compliance with an opacity standard or with a standard which is based on the concentration of a pollutant in the gases discharged to the atmosphere. (5 60.12) d. Written notification of construction and initial startup dates shall be submitted to the Division as required under S 60.7. e. Records of startups, shutdowns, and malfunctions shall be maintained, as required under S 60.7. f. Written notification of opacity observation or monitor demonstrations shall be submitted to the Division as required under S 60.7. g. Compliance with opacity standards shall be demonstrated according to S 60.11. REGULATORY REQUIREMENTS SPECIFIC TO PORTABLE SOURCES 10. When relocating this equipment the owner or operator must (Reference: Regulation Number 3, Part A, II.C.1.f and Part B, Il1.E.): Page 3 of 8 a. Submit a Relocation Notice each time this equipment is moved to a new location. The Relocation Notice must be received by the Division at least ten (10) days prior to the change in Location. The Relocation Notice must include a facility emission inventory that includes all emission units at the new location. An ambient air quality impact analysis for the site must be submitted with the Relocation Notice for this equipment if so requested by the Division. b. Maintain records of compliance with all additional requirements that are triggered by the relocation. Such requirements may include, but are not limited to: (1) (2) (3) State or Federal New Source Performance Standards (NSPS), National Emission Standards for Hazardous Air Pollutants (NESHAP), Maximum Achievable Control Technology (MACT), and Generally Available Control Technology (GACT) requirements; and Major source requirements, including Title V Operating Permit, Nonattainment Area New Source Review (NANSR) and Prevention of Significant Deterioration (PSD) program requirements; and Permitting requirements for sources no longer permit exempt due to the relocation of this unit to the site (i.e. previously Air Pollutant Emission Notice (APEN) required, permit exempt sources). c. Keep a record of all relocation notices submitted to the Division. 11. This unit must not remain at any one site for more than two (2) years. Permittee must keep records of time spent at each site (Reference: Regulation Number 3, Part A, I.B.36.). If this unit remains at a site for two years then the permittee must submit a revised Air Pollutant Emission Notice (APEN) requesting a permit as a non -portable stationary source. 12. If this source relocates to a site causing the facility to become Title V Operating Permit major (see Regulation Number 3, Part A, 1.8.25.) or relocates to an existing Title V Permitted source then this source is subject to the provisions of Regulation Number 3, Part C, Operating Permits (Title V of the 1990 Federal Clean Air Act Amendments). The application for the Operating Permit, or modification for inclusion in the existing Operating Permit, is due within one year of the date of commencement of operation at the site. OPERATING Ft MAINTENANCE REQUIREMENTS 13. The owner or operator must follow good air pollution control practices for minimizing emissions. This source is not required to submit an operating and maintenance plan for Division review and approval. COMPLIANCE TESTING AND SAMPLING Initial Testing Requirements 14. Within 180 days of startup, the owner or operator must demonstrate compliance with Condition 9, using EPA Method 9 to measure opacity from the screen. Page 4 of 8 NSPS Subpart OOO: If the equipment included in this permit is located at a facility that has primary crushing capacity greater than 150 tons per hour (portable equipment) or 25 tons per hour (fixed equipment): For screens and transfer points (except for the transfer to a stockpile) this measurement must consist of consecutive readings taken at fifteen -second intervals over a 30 minute period (five 6 -minute averages). Compliance with the applicable opacity limits must be based on the average of the five 6 -minute averages (Reference: 560.675(c)(3)). If the equipment included in this permit is NOT Located at a facility that has primary crushing capacity greater than 150 tons per hour (portable equipment) or 25 tons per hour (fixed equipment): For screens and transfer points this measurement must consist of a minimum twenty- four consecutive readings taken at fifteen second intervals over a six minute period. (Reference: Regulation Number 1, II.A.1 a 4) Periodic Testing Requirements 15. The opacity measurement(s) must be repeated within 5 years of the initial measurement as required under Condition 14 (Reference: 40 CFR Part 60, Subpart OOO table 3). ADDITIONAL REQUIREMENTS 16. The permit number must be marked on the subject equipment for ease of identification. (Reference: Regulation Number 3, Part B, III.E.) (State only enforceable) 17. A Revised Air Pollutant Emission Notice (APEN) must be filed: (Reference: Regulation Number 3, Part A, II.C.) a. By April 30 of the year following a significant increase in emissions. A significant increase in emissions is defined as follows: For any criteria pollutant: For sources emitting less than 100 tons per year, a change in actual emissions of five tons per year or more, above the level reported on the last APEN submitted; or For volatile organic compounds (VOC) and nitrogen oxide (NOx) sources in an ozone non -attainment area emitting less than 100 tons of VOC or nitrogen oxide per year, a change in actual emissions of one ton per year or more or five percent, whichever is greater, above the level reported on the last APEN submitted; or For sources emitting 100 tons per year or more of a criteria pollutant, a change in actual emissions of five percent or 50 tons per year or more, whichever is less, above the level reported on the last APEN submitted; or For sources emitting any amount of lead, a change in actual emissions, above the level reported on the last APEN submitted, of fifty (50) pounds of lead For any non -criteria reportable pollutant: Page 5 of 8 If the emissions increase by 50% or five (5) tons per year, whichever is less, above the level reported on the last APEN submitted to the Division. b. Whenever there is a change in the owner or operator of any facility, process, or activity; or c. Whenever new control equipment is installed, or whenever a different type of control equipment replaces an existing type of control equipment; or d. Whenever a permit limitation must be modified; or e. No later than 30 days before the existing APEN expires. GENERAL TERMS AND CONDITIONS: 18. This permit and any attachments must be retained and made available for inspection upon request. The permit may be reissued to a new owner by the Division as provided in Regulation Number 3, Part B, 1I.B upon a request for transfer of ownership and the submittal of a revised APEN and the required fee. 19. If this permit specifically states that final approval has been granted, then the remainder of this condition is not applicable. Otherwise, the issuance of this construction permit is considered initial approval and does not provide "final" approval for this activity or operation of this source. Final approval of the permit must be secured from the APCD in writing in accordance with the provisions of 25-7-114.5(12)(a) C.R.S. and AQCC Regulation Number 3, Part B, III.G. Final approval cannot be granted until the operation or activity commences and has been verified by the APCD as conforming in all respects with the conditions of the permit. Once self -certification of all points has been reviewed and approved by the Division, it will provide written documentation of such final approval. Details for obtaining final approval to operate are located in the Requirements to Self -Certify for Final Approval section of this permit. The operator must retain the permit final approval letter issued by the Division after completion of self -certification with the most current construction permit. 20. This permit is issued in reliance upon the accuracy and completeness of information supplied by the applicant and is conditioned upon conduct of the activity, or construction, installation and operation of the source, in accordance with this information and with representations made by the applicant or applicant's agents. It is valid only for the equipment and operations or activity(ies) specifically identified in this permit. If subsequent operations or testing at the source indicate the information supplied to obtain this permit and relied upon in the creation and issuance of this permit is inaccurate, the source must submit an application to modify the permit to address the inaccuracy(ies). (Reference: Regulation Number 3, Part B III.E.) By: Greg Marcinkowski Permit Engineer Issuance Date Description Issuance #1 This Issuance Issued to Asphalt Specialties Co., Inc. Page 6 of 8 Notes to Permit Holder (as of date of permit issuance): 1) The production or raw material processing limits and emission limits contained in this permit are based on the production/processing rates requested in the permit application. These limits may be revised upon request of the permittee providing there is no exceedence of any specific emission control regulation or any ambient air quality standard. A revised air pollutant emission notice (APEN) and application form must be submitted with a request for a permit revision. (Reference: Regulation Number 3, Part B Il.A.4.) 2) This source is subject to the Common Provisions Regulation Part II, Subpart E, Affirmative Defense Provision for Excess Emissions During Malfunctions. The permittee must notify the Division of any malfunction condition which causes a violation of any emission limit or limits stated in this permit as soon as possible, but no later than noon of the next working day, followed by written notice to the Division addressing all of the criteria set forth in Part II.E.1. of the Common Provisions Regulation. See: https://www.colorado.gov/pacific/cdphe/agcc- regs. 3) The emission levels contained in this permit are based on the following emission factors: Point 001: Screens: Pollutant Emission Factors (Ibs/ton) Uncontrolled Controlled Source PM 0.025 0.0022 AP -42 Table 11.19.2-2 PM10 0.0087 0.00074 AP -42 Table 11.19.2-2 PM2.5 0.0013 0.00011 15% of PM10 Points (per point): Pollutant Emission Factors (lbs/ton) Uncontrolled Controlled Source PM 0.003 0.000141 AP -42 Table 11.19.2-2 PM10 0.0011 0.0000462 AP -42 Table 11.19.2-2 PM2.5 0.000165 0.00000693 15% of PM10 4) In accordance with C.R.S. 25-7-114.1, each Air Pollutant Emission Notice (APEN) associated with this permit is valid for a term of five years from the date it was received by the Division. A revised APEN must be submitted no later than 30 days before the five-year term expires. Please refer to the most recent annual fee invoice to determine the APEN expiration date for each emissions point associated with this permit. For any questions regarding a specific expiration date call the Division at (303)-692-3150. 5) This facility is classified as follows: Applicable Requirement Status Operating Permit Minor Source PM, PM10, PM2.5 PSD Minor Source PM, PM10, PM2.5 NANSR N/A Page 7 of 8 6) Full text of the Title 40, Protection of Environment Electronic Code of Federal Regulations can be found at the website listed below: http:/ /www.ecfr.gov/cgi-bin/text- idx?gp=aslD=2a3fbebe8f5c2f47006ad49ae4b4c080ftmc=true6xtpl=/ecfrbrowseITitte40/40tab_02 .tpl Part 60: Standards of Performance for New Stationary Sources NSPS 60.670 - 60.676 Subpart OOO 7) The permit holder is required to pay fees for the processing time for this permit. An invoice for these fees will be issued after the permit is issued. Failure to pay the invoice will result in revocation of this permit. The permit holder must pay the invoice within 30 days of receipt of the invoice (Reference: Regulation Number 3, Part A, VI.B.). 8) Unless specifically stated otherwise, the general and specific conditions contained in this permit have been determined by the Division to be necessary to assure compliance with the provisions of Section 25-7-114.5(7)(a), C.R.S. 9) Each and every condition of this permit is a material part hereof and is not severable. Any challenge to or appeal of a condition hereof must constitute a rejection of the entire permit and upon such occurrence, this permit must be deemed denied ob initio. This permit may be revoked at any time prior to self -certification and final authorization by the Division on grounds set forth in the Colorado Air Pollution Prevention and Control Act and regulations of the AQCC including failure to meet any express term or condition of the permit. If the Division denies a permit, conditions imposed upon a permit are contested by the applicant, or the Division revokes a permit, the applicant or owner or operator of a source may request a hearing before the AQCC for review of the Division's action. (Reference: Regulation Number 3, Part B III.F.) 10) Section 25-7-114.7(2)(a), C.R.S. requires that all sources required to file an Air Pollutant Emission Notice (APEN) must pay an annual emission fee. If a source or activity is to be discontinued, the owner must notify the Division in writing requesting a cancellation of the permit. Upon notification, annual fee billing will terminate. 11) Violation of the terms of a permit or of the provisions of the Colorado Air Pollution Prevention and Control Act or the regulations of the AQCC may result in administrative, civil or criminal enforcement actions under Sections 25-7-115 (enforcement), -121 (injunctions), -122 (civil penalties), -122.1 (criminal penalties), C.R.S. Page 8 of 8 Printed from Electronic Record STATE OF COLORADO COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT AIR POLLUTION CONTROL DIVISION TELEPHONE: (303) 692-3150 CONSTRUCTION PERMIT PERMIT NUMBER: Issuance 1 10PO1732 DATE ISSUED: May 17, 2016 ISSUED TO: Asphalt Specialties Co. Inc. THE SOURCE TO WHICH THIS PERMIT APPLIES IS DESCRIBED AND LOCATED AS FOLLOWS: One (1) aggregate processing plant home based at 10100 Dallas Street, Henderson in Adams County, Colorado. THE SPECIFIC EQUIPMENT OR ACTIVITY SUBJECT TO THIS PERMIT INCLUDES THE FOLLOWING: Facility Equipment ID AIRS Point Description CR-23 001 Make: Kolberg-Pioneer, Model: Fastrack 4250, Serial: 408293 Design rated at 180 tons per hour Controlled with water spray bars Powered by a 400 HP diesel generator engine Make: Cummins, Model: QSM-11, Serial: 35204797 THIS PERMIT IS GRANTED SUBJECT TO ALL RULES AND REGULATIONS OF THE COLORADO AIR QUALITY CONTROL COMMISSION AND THE COLORADO AIR POLLUTION PREVENTION AND CONTROL ACT C.R.S. (25-7-101 et sea), TO THOSE GENERAL TERMS AND CONDITIONS INCLUDED IN THIS DOCUMENT AND THE FOLLOWING SPECIFIC TERMS AND CONDITIONS: REQUIREMENTS TO SELF -CERTIFY FOR FINAL APPROVAL 1. This construction permit represents final permit approval to operate this emissions source. Therefore, it is not necessary to self -certify. (Regulation Number 3, Part B, Ill.G.5). EMISSION LIMITATIONS AND RECORDS 2. Emissions of air pollutants shall not exceed the following limitations. Annual records of the actual emission rates shall be maintained by the applicant and made available to the Division for inspection upon request. (Reference: Regulation Number 3, Part B, lI.A.4.) AIRS ID: 777/3475/001 Page 1 of 9 Version 2009-1 Printed from Electronic Record Colorado Department of Public Health and Environment Air Pollution Control Division Asphalt Specialties Co. Inc. Permit Number 10PO1732 Issuance 1 Facility Equipment ID AIRS Point Tons per Year Emission Type yp PM PM10 PM2 6 NOR SO2 VOC CO CR-23 001 0.5 0.3 0.1 6.0 - - - Point See "Notes to Permit Holder' for information on emission factors and methoas used to ca limits. 3. The owner or operator shall use the equipment listed in the table below to control particulate matter emissions as needed to meet the applicable opacity limits If material moisture content alone is insufficient. The emission control devices shall be inspected, monitored, maintained / renewed, and operated as per the manufacturers' recommendations, or maintained in accordance with good air pollution control practices to ensure the satisfactory performance of the devices. (Reference: Regulation No. 3, Part B, III.E.) Facility Equipment ID AIRS Point Control Device Controlled Pollutants CR-23 001 Spray bars PM, PMt0, PM2,5 PROCESS LIMITATIONS AND RECORDS 4. This source shall be limited to the following maximum consumption, processing and/or operational rates as listed below. Annual records of the actual process rate shall be maintained by the applicant and made available to the Division for inspection upon request. (Reference: Regulation Number 3, Part B, ll.A.4) Process/Consumption Limits Facility Equipment ID AIRS Point Process Parameter Annual Limit CR-23 001 Consumption of diesel fuel 20,000 gal/year CR-23 001 Aggregate Processed 300,000 tons/year STATE AND FEDERAL REGULATORY REQUIREMENTS 5. Visible emissions shall not exceed twenty percent (20%) opacity during normal operation of the source. During periods of startup, process modification, or adjustment of control equipment visible emissions shall not exceed 30% opacity for more than six minutes in any sixty consecutive minutes. Opacity shall be determined using EPA Method 9. (Reference: Regulation Number 1, II.A.1. & 4.) 6. This source is subject to the odor requirements of Regulation Number 2. (State only enforceable) 7. When relocating this equipment the owner or operator shall (Reference: Regulation Number 3, Part A, Section II.C.1.f and Part B, III.E.): AIRS ID: 777/3476/001 Page 2 of 9 Printed from Electronic Record Colorado Department of Public Health and Environment Air Pollution Control Division Asphalt Specialties Co. Inc. Permit Number 10PO1732 Issuance 1 a. Submit a Relocation Notice each time this equipment is moved to a new location. The Relocation Notice shall be received by the Division at least ten (10) days prior to the change in location. The Relocation Notice shall include a facility emission inventory that includes all emission units at the new location. An ambient air quality impact analysis for the site shall be submitted with the Relocation Notice for this equipment if so requested by the Division. b. Maintain records of compliance with all additional requirements that are triggered by the relocation. Such requirements may include, but are not limited to: (1) State or Federal New Source Performance Standards (NSPS), National Emission Standards for Hazardous Air Pollutants (NESHAP), Maximum Achievable Control Technology (MACT), and Generally Available Control Technology (GACT) requirements; and (2) Major source requirements, including Title V Operating Permit, Nonattainment Area New Source Review (NANSR) and Prevention of Significant Deterioration (PSD) program requirements; and (3) Permitting requirements for sources no longer permit exempt due to the relocation of this unit to the site (i.e. previously Air Pollutant Emission Notice (APEN) required, permit exempt sources). c. Keep a record of all relocation notices submitted to the Division. 8. This unit shall not remain at any one site for more than two (2) years. Permittee shall keep records of time spent at each site (Reference: Regulation Number 3, Part A, I.B.36.). If this unit remains at a site for two years then the permittee shall submit a revised Air Pollutant Emission Notice (APEN) requesting a permit as a non -portable stationary source. Note: If this replaces a unit and is intended to perform the same function as the unit being replaced then the cumulate time for both units, including the time between removal of the original unit and installation of the replacement unit, will be counted toward the total time spent at the site. 9. If this source relocates to a site causing the facility to become Title V Operating Permit major (see Regulation Number 3, Part A, 1.8.25.) or relocates to an existing Title V Permitted source then this source is subject to the provisions of Regulation Number 3, Part C, Operating Permits (Title V of the 1990 Federal Clean Air Act Amendments). The application for the Operating Permit, or modification for inclusion in the existing Operating Permit, is due within one year of the date of relocation to the site. 10. This source will be subject to the New Source Performance Standards requirements of Regulation Number 6, Subpart OOO whenever there is primary crushing capacity greater than 150 tons per hour (portable equipment) or 25 tons per hour (fixed equipment) at this location as follows: [The requirements below reflect the rule language of 40 CFR Part 60 Subpart OOO published in the Federal Register on 4/28/2009. However, if revisions to this Subpart are published at a later date, the owner or operator is subject to the requirements contained in the revised version of 40 CFR Part 60, Subpart OOO.] a. Visible emissions from each crusher shall not exceed fifteen percent (15%) opacity. AIRS ID: 777/3475/001 Page 3 of 9 Printed from Electronic Record Colorado Department of Public Health and Environment Air Pollution Control Division Asphalt Specialties Co. Inc. Permit Number 10PO1732 Issuance 1 b. Visible emissions from each screen and transfer point shall not exceed ten percent (10%) opacity. In addition, the following requirements of Regulation Number 6, Part A, Subpart A, General Provisions, apply. c. At all times, including periods of start-up, shutdown, and malfunction, the facility and control equipment shall, to the extent practicable, be maintained and operated in a manner consistent with good air pollution control practices for minimizing emissions. Determination of whether or not acceptable operating and maintenance procedures are being used will be based on information available to the Division, which may include, but is not limited to, monitoring results, opacity observations, review of operating and maintenance procedures, and inspection of the source. (Reference: Regulation 6, Part A. General Provisions from 40CFR60.11) d. No article, machine, equipment or process shall be used to conceal an emission which would otherwise constitute a violation of an applicable standard. Such concealment includes, but is not limited to, the use of gaseous diluents to achieve compliance with an opacity standard or with a standard which is based on the concentration of a pollutant in the gases discharged to the atmosphere. (§ 60.12) e. Written notification of construction and initial startup dates shall be submitted to the Division as required under § 60.7. f. Records of startups, shutdowns, and malfunctions shall be maintained, as required under § 60.7. Written notification of opacity observation or monitor demonstrations shall be submitted to the Division as required under § 60.7. h. Compliance with opacity standards shall be demonstrated according to § 60.11. 11. This source is subject to the New Source Performance Standards requirements of Regulation No. 6, Part A , Subpart fill , Standards of Performance for Stationary Compression Ignition Internal Combustion Engines (CI ICE) including, but not limited to, the following: [The requirements below reflect the rule language of 40 CFR Part 60 Subpart Ills published in the Federal Register on 1/30/2013. However, if revisions to this Subpart are published at a later date, the owner or operator is subject to the requirements contained in the revised version of 40 CFR Part 60, Subpart1111.] a. Emissions of Non -Methane Hydrocarbons and Nitrogen Oxides combined shall not exceed 3.0 grams per horsepower hour. b. Emissions of Carbon Monoxide shall not exceed 2.6 grams per horsepower hour. c. Emissions of Particulate Matter shall not exceed 0.15 grams per horsepower hour. g• d. All fuel used shall meet the following specifications: AIRS ID: 777/3475/001 Page 4 of 9 Printed from Electronic Record Colorado Department of Public Health and Environment Air Pollution Control Division Asphalt Specialties Co. Inc. Permit Number 10PO1732 Issuance 1 (1) Sulfur content shall not exceed 15 ppm. (2) Have a minimum cetane index of 40 or Have a maximum aromatic compound content of 35% by volume. Compliance shall be demonstrated by maintaining copies of the fuel specifications provided by the supplier on -site or in a readily accessible location and made available to the Division for inspection upon request. e. All engines and control devices must be installed, configured, operated, and maintained according to the specifications and instructions provided by the engine manufacturer. f. Diesel particulate filter (if used) must be installed with a backpressure monitor that notifies the owner or operator when the high backpressure limit of the engine is approached. In addition, the following requirements of Regulation No. 6, Part A, Subpart A, General Provisions, apply. g. At all times, including periods of start-up, shutdown, and malfunction, the facility and control equipment shall, to the extent practicable, be maintained and operated in a manner consistent with good air pollution control practices for minimizing emissions. Determination of whether or not acceptable operating and maintenance procedures are being used will be based on information available to the Division, which may include, but is not limited to, monitoring results, opacity observations, review of operating and maintenance procedures, and inspection of the source. (Reference: Regulation No. 6, Part A. General Provisions from 40 CFR 60.11 h. No article, machine, equipment or process shall be used to conceal an emission which would otherwise constitute a violation of an applicable standard. Such concealment includes, but is not limited to, the use of gaseous diluents to achieve compliance with an opacity standard or with a standard which is based on the concentration of a pollutant in the gases discharged to the atmosphere. (§ 60.12) Written notification of construction and initial startup dates shall be submitted to the Division as required under § 60.7. Records of startups, shutdowns, and malfunctions shall be maintained, as required under § 60.7. 1• OPERATING & MAINTENANCE REQUIREMENTS 12. This source is not required to follow a Division -approved operating and maintenance plan. The source shall follow the manufacturer's operating and maintenance recommendations or shall follow good air pollution control practices. COMPLIANCE TESTING AND SAMPLING AIRS ID: 777/3475/001 Page 5 of 9 Printed from Electronic Record Colorado Department of Public Health and Environment Air Pollution Control Division Asphalt Specialties Co. Inc. Permit Number 10PO1732 Issuance 1 Initial Testing Requirements 13. There are no initial testing requirements for this source. Periodic Testing Requirements 14. There are no periodic testing requirements for this source. ADDITIONAL REQUIREMENTS 15. All previous versions of this permit are cancelled upon issuance of this permit. 16. The permit number shall be marked on the subject equipment for ease of identification. (Reference: Regulation Number 3, Part B, III.E.) (State only enforceable) 17. A Revised Air Pollutant Emission Notice (APEN) shall be filed: (Reference: Regulation Number 3, Part A, II.C.) a. Annually whenever a significant increase in emissions occurs as follows: For any criteria pollutant: For sources emitting less than 100 tons per year, a change in actual emissions of five tons per year or more, above the level reported on the last APEN submitted; or For volatile organic compounds (VOC) and nitrogen oxide (NOx) sources in an ozone non -attainment area emitting less than 100 tons of VOC or nitrogen oxide per year, a change in actual emissions of one ton per year or more or five percent, whichever is greater, above the level reported on the last APEN submitted; or For sources emitting 100 tons per year or more of a criteria pollutant, a change in actual emissions of five percent or 50 tons per year or more, whichever is less, above the level reported on the last APEN submitted; or For sources emitting any amount of lead, a change in actual emissions, above the level reported on the last APEN submitted, of fifty (50) pounds of lead For any non -criteria reportable pollutant: If the emissions increase by 50% or five (5) tons per year, whichever is less, above the level reported on the last APEN submitted to the Division. b. Whenever there is a change in the owner or operator of any facility, process, or activity; or c. Whenever new control equipment is installed, or whenever a different type of control equipment replaces an existing type of control equipment; or d. Whenever a permit limitation must be modified; or e. No later than 30 days before the existing APEN expires. AIRS ID: 777/3475/001 Page 6 of 9 Printed from Electronic Record Colorado Department of Public Health and Environment Air Pollution Control Division Asphalt Specialties Co. Inc. Permit Number 10PO1732 Issuance 1 GENERAL TERMS AND CONDITIONS: 18. This permit and any attachments must be retained and made available for inspection upon request. The permit may be reissued to a new owner by the Division as provided in Regulation Number 3, Part B, II.B upon a request for transfer of ownership and the submittal of a revised APEN and the required fee. 19. If this permit specifically states that final approval has been granted, then the remainder of this condition is not applicable. Otherwise, the issuance of this construction permit is considered initial approval and does not provide "final" approval for this activity or operation of this source. Final approval of the permit must be secured from the APCD in writing in accordance with the provisions of 25-7-114.5(12)(a) C.R.S. and AQCC Regulation Number 3, Part B, 111.G. Final approval cannot be granted until the operation or activity commences and has been verified by the APCD as conforming in all respects with the conditions of the permit. Once self -certification of all points has been reviewed and approved by the Division, it will provide written documentation of such final approval. Details for obtaining final approval to operate are located in the Requirements to Self -Certify for Final Approval section of this permit. The operator shall retain the permit final approval letter issued by the Division after completion of self -certification with the most current construction permit. 20. This permit is issued in reliance upon the accuracy and completeness of information supplied by the applicant and is conditioned upon conduct of the activity, or construction, installation and operation of the source, in accordance with this information and with representations made by the applicant or applicant's agents. It is valid only for the equipment and operations or activity specifically identified on the permit. (Reference: Regulation Number 3, Part B III.E.) By: Aaron Moseley Permit Engineer By: FOR R K Hancock III, P.E. Construction Permits Unit Supervisor Issuance Date Description Issuance #1 10/22/2010 Initial permit issued to Asphalt Specialties Co. Inc. Issuance #2 06/11/2014 Final permit Issued to Asphalt specialties Co. Inc. Issuance #3 This issuance Modify permit to increase fuel consumption limit. Notes to Permit Holder (as of date of permit issuance): AIRS ID: 777/3475/001 Page 7 of 9 Printed from Electronic Record Colorado Department of Public Health and Environment Air Pollution Control Division Asphalt Specialties Co. inc. Permit Number 10PO1732 Issuance 1 1) The production or raw material processing limits and emission limits contained in this permit are based on the production/processing rates requested in the permit application. These limits may be revised upon request of the permittee providing there is no exceedence of any specific emission control regulation or any ambient air quality standard. A revised air pollutant emission notice (APEN) and application form must be submitted with a request for a permit revision. (Reference: Regulation Number 3, Part B Il.A.4.) 2) This source is subject to the Common Provisions Regulation Part II, Subpart E, Affirmative Defense Provision for Excess Emissions During Malfunctions. The permittee shall notify the Division of any malfunction condition which causes a violation of any emission limit or limits stated in this permit as soon as possible, but no later than noon of the next working day, followed by written notice to the Division addressing all of the criteria set forth in Part II.E.1. of the Common Provisions Regulation. See: https://www.colorado.gov/pacific/cdphe/aqcc-regs. 1). The emission levels contained in this permit are based on the following uncontrolled emission factors (any change in operations may change these factors): Crusher: Particulate Matter: PM10 (particles less than 10 microns): PM2.5 (particles less than 2.5 microns): (76.0% control applies for water spray bars.) Screen: Particulate Matter: PM10 (particles less than 10 microns): PM25 (particles less than 2.5 microns): (94.4% control applies for water spray bars.) 0.0050 pounds per ton of aggregate processed 0.0024 pounds per ton of aggregate processed 0.0007 pounds per ton of aggregate processed 0.0315 pounds per ton of aggregate processed 0.0150 pounds per ton of aggregate processed 0.0040 pounds per ton of aggregate processed Diesel Fuel Consumation: Nitrogen Oxides: 600 pounds per thousand gallons of diesel fuel. 3) In accordance with C.R.S. 25-7-114.1, each Air Pollutant Emission Notice (APEN) associated with this permit is valid for a term of five years from the date it was received by the Division. A revised APEN shall be submitted no later than 30 days before the five-year term expires. Please refer to the most recent annual fee invoice to determine the APEN expiration date for each emissions point associated with this permit. For any questions regarding a specific expiration date call the Division at (303)-692-3150. 4) This facility is classified as follows: Applicable Requirement Status Operating Permit Minor Source: PM PSD Minor Source: PM NANSR Minor Source: PM AIRS ID: 777/3475/001 Page 8 of 9 Printed from Electronic Record Colorado Department of Public Health and Environment Air Pollution Control Division Asphalt Specialties Co. Inc. Permit Number 10PO1732 Issuance 1 5) Full text of the Title 40, Protection of Environment Electronic Code of Federal Regulations can be found at the website listed below: htto://ecfr.000access.00vf Part 60: Standards of Performance for New Stationary Sources NSPS 60.670-60.676 Subpart OOO NSPS 60.4200-60.4219 Subpart llll 6) The permit holder is required to pay fees for the processing time for this permit. An invoice for these fees will be issued after the permit is issued. Failure to pay the invoice will result in revocation of this permit. The permit holder shall pay the invoice within 30 days of receipt of the invoice (Reference: Regulation Number 3, Part A, VI.B.). 7) Unless specifically stated otherwise, the general and specific conditions contained in this permit have been determined by the Division to be necessary to assure compliance with the provisions of Section 25-7-114.5(7)(a), C.R.S. 8) Each and every condition of this permit is a material part hereof and is not severable. Any challenge to or appeal of a condition hereof shall constitute a rejection of the entire permit and upon such occurrence, this permit shall be deemed denied ab initio. This permit may be revoked at any time prior to self -certification and final authorization by the Division on grounds set forth in the Colorado Air Pollution Prevention and Control Act and regulations of the AQCC including failure to meet any express term or condition of the permit. If the Division denies a permit, conditions imposed upon a permit are contested by the applicant, or the Division revokes a permit, the applicant or owner or operator of a source may request a hearing before the AQCC for review of the Division's action. (Reference: Regulation Number 3, Part B III.F.) 9) Section 25-7-114.7(2)(a), C.R.S. requires that all sources required to file an Air Pollutant Emission Notice (APEN) must pay an annual emission fee. If a source or activity is to be discontinued, the owner must notify the Division in writing requesting a cancellation of the permit. Upon notification, annual fee billing will terminate. 10) Violation of the terms of a permit or of the provisions of the Colorado Air Pollution Prevention and Control Act or the regulations of the AQCC may result in administrative, civil or criminal enforcement actions under Sections 25-7-115 (enforcement), -121 (injunctions), -122 (civil penalties), -122.1 (criminal penalties), C.R.S. AIRS ID: 777/3475/001 Page 9 of 9 Hello