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Home My WebLink About20194863.tiffRESOLUTION RE: APPROVE IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT ACCORDING TO POLICY REGARDING COLLATERAL FOR IMPROVEMENTS, AUTHORIZE CHAIR TO SIGN, AND ACCEPT OFF -SITE COLLATERAL FOR USE BY SPECIAL REVIEW PERMIT, USR16-0041 - HUNT BROTHERS PROPERTIES, INC., C/O ASPHALT SPECIALTIES COMPANY, INC. WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, on August 2, 2017, the Weld County Board of Commissioners approved Site Specific Development Plan and Use by Special Review Permit, USR16-0041, for Hunt Brothers Properties, Inc. / Asphalt Specialties Company, Inc., 10100 Dallas Street, Henderson, Colorado 80640, 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 (heavy equipment maintenance shop, administrative office building, quality control lab, liquid asphalt storage, company fueling station and outdoor truck and equipment parking, staging and storage and raw and processed material storage when screened from public rights -of -way and adjacent properties) 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 any regulations controlling subdivisions in the A (Agricultural) Zone District, on the following described real estate, being more particularly described as follows: Part of the NE1/4 and part of the E1/2 of the NW1/4 of Section 25, Township 1 North, Range 68 West of the 6th P.M., Weld County, Colorado, which will become Lot A of 2nd Corrected Recorded Exemption, RECX16-0183, and Lot A of 2nd Corrected Recorded Exemption, RECX16-0184, once recorded in accordance with Condition of Approval #1.B of this Resolution WHEREAS, pursuant to certain Conditions of Approval, the Board has been presented with an Improvements Agreement According to Policy Regarding Collateral for Improvements between the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, and Hunt Brothers Properties, Inc., do Asphalt Specialties Company, Inc., with terms and conditions being as stated in said agreement, and WHEREAS, the Board has been presented with Performance and Payment Bond No. 3035922 from Great American Insurance Company, 301 East Fourth Street, Cincinnati, Ohio 45202, in the amount of $435,281.37, and WHEREAS, a hearing before the Board was held on the 30th day of October, 2019, at which time the Board deemed it advisable to continue said matter, and WHEREAS, after review, the Board deems it advisable to approve said agreement and accept said Performance and Payment Bond No. 3035922 as stated above, copies of which are attached hereto and incorporated herein by reference. CC .•1�(450 .) r/ ��) lei t-�/ %�' )2019-4863 (j c ie j ; � � &Lt.-) PL2460 102- -/ f Pi_(16)Vie) IMPROVEMENTS AGREEMENT (USR16-0041) - HUNT BROTHERS PROPERTIES, INC., C/O ASPHALT SPECIALTIES COMPANY, INC. PAGE 2 WHEREAS, the Board has additionally been presented with Warranty Collateral in the form of Maintenance Bond No. 3035922 from Great American Insurance Company, 301 East Fourth Street, Cincinnati, Ohio 45202, in the amount of $65,292.20, and WHEREAS, after review, the Board deems it advisable to accept said Maintenance Bond No. 3035922 as stated above, a copy of which is attached hereto and incorporated herein by reference. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the Improvements Agreement According to Policy Regarding Collateral for Improvements between the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, and Hunt Brothers Properties, Inc., do Asphalt Specialties Company, Inc., be, and hereby is, approved. BE IT FURTHER RESOLVED that Performance and Payment Bond No. 3035922 from Great American Insurance Company, in the amount of $435,281.37, be, and hereby is, accepted. BE IT FURTHER RESOLVED that Maintenance Bond No. 3035922 from Great American Insurance Company, in the amount of $65,292.20, be, and hereby is, accepted. BE IT FURTHER RESOLVED by the Board that the Chair be, and hereby is, authorized to sign said agreement. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 25th day of November, A.D., 2019. BOARD OF COUNTY COMMISSIONERS ATTEST: C/drA, A, Weld County Clerk to the Board BY: / V 4:142 Deputy Clerk to the Boar AP LD COUNTY, COLORADO arbara Kirkmey,ar, Chair Mike Freeman, Pro-Tem K. James Cou ' Attorney ,;�'Y -�, �i.e Date of signature: la/I $/I °I Steve Moreno 2019-4863 PL2460 TO: Board of County Commissioners FROM: Bob Choate, Assistant County Attorney DATE: October 24, 2019 SUBJECT: Asphalt Specialties Corrected Resolution, Deed of Dedication, and Improvements Agreement Commissioners, As you recall, on July 1, 2019, you dismissed the Show Cause hearing against Hunt Brothers Properties Inc. / Asphalt Specialties Co. ("Operator") related to their USR 16-0041 for an Asphalt and Concrete Batch Plant and related operations. However, at that hearing the Board voiced various concerns that the Operator has attempted to address. On October 30, 2019, your agenda will reflect three items which we believe will bring them into compliance with the Board's expectations. First, we are asking the Board to approve the Second Corrected Resolution approving the USR permit. Specific corrections include (1) updating the legal description and conditions of approval 1.B. and 1.I.16 to reference the Second Corrected Recorded Exemption Plats, which reflect the updated and corrected lot lines that were necessary to accommodate the access location recommended by Public Works; and (2) updating condition of approval 1.I.9 to reflect the updated and corrected access permit number issued by Public Works. The Second Corrected Resolution also deletes reference to the former property owner now that it has been conveyed to the Hunt Brothers Properties Inc. Second, we are asking the Board to accept a Deed of Dedication of right-of-way on the south side of County Road 6, which is necessary to accommodate the additional road improvements required by the Operator's USR permit. Once this is accepted and recorded, the reception number can be included on the Second Corrected Recorded Exemption plats, which are otherwise ready to be recorded. Third, we are asking the Board to approve the Operator's Improvements and Road Maintenance Agreement and to accept $435,281.37 performance bond, as well as a $65,292.20 maintenance bond, as required by the Operator's USR permit. I will be available at the hearing, along with Dawn Anderson and Kim Ogle, to answer questions. The Operator will be present to answer questions as well, and to provide information about the plan for construction and the landscaping plan. I t/Qs pt_ a 1Co Bond No. 3035922 Document A312 TM — 2010 Conforms with The American Institute of Architects AIA Document 312 Performance Bond CONTRACTOR: (Name, legal status and address) Hunt Brothers Properties, Inc. 10100 Dallas St. Henderson, CO 80640 OWNER: (Mane, legal status and address) Weld County, Colorado 1150 O Street Greeley, CO 80631 CONSTRUCTION CONTRACT Date: SURETY: (Name, legal status and principal place of business) Great American Insurance Company 301 E Fourth Street Cincinnati, OH 45202 Mailing Address for Notices 301 E Fourth Street Cincinnati, OH 45202 Amount: S $435,281.37 (Four Hundred Thirty-five Thousand Two Hundred Eighty-one And 37/100) This document has Important legal consequences. Consultation Web an attorney is encouraged with respect to its completion or modification. Any singular reference to Contractor. Surety. Owner or other party shall be considered plural where applicable. Description: Improvements & Road Maintenance Agreement According to Policy Regarding Collateral for improvements (Name and location) - USR16-0041 - CR 6 BOND Date: (Not earlier than Construction Contract Date) Amount: $ $435,281.37 (Four Hundred Thirty-five Thousand Two Hundred Eighty-one And 37/100) Modifications to this Bond: ® Nono CONTRACTOR AS PRINCIPAL Company: Hunt Brothers Properties, Inc. O Sec Section 16 (Corporate Seal) Signature: A_ _SW/ ` _ Name OO4 -e \i t7 \\ow'V and Title:TSat and Title: SURETY Company: (Cotporate Seal) Great American Insurance Company Signature: W4) Florietta Acosta Name Attorney -in -Fact (Any additional signatures appear on the last page of this Perfotmantce Bond) (FOR INFORMATION ONLY — Name, address and telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE: (iirchiteci Engineer or other party:) Holmes, Murphy and Associates, LLC 7600 East Orchard Road, Suite 230 South Greenwood Village, CO 80111 (720) 622-8251 S-1862/AS $/10 §1 The Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to the Owner for the performance of the Construction Contract, which Is incorporated herein by reference. § 2 If the Contractor performs the Construction Contract, the Surety and the Contractor shall have no obligation under this Bond, except when applicable to participate in a conference as provided in Section 3. § 3 If there is no Owner Default under the Construction Contract, the Surety's obligation under this Bond shall arise after .1 the Owner first provides notice to the Contractor and the Surety that the Owner is considering declaring a Contractor Default. Such notice shall indicate whether the Owner is requesting a conference among the Owner, Contractor and Surety to discuss the Contractor's performance. If the Owner does not request a conference, the Surety may, within five (S) business days after receipt of the Owner's notice, request such a conference. If the Surety timely requests a conference, the Owner shall attend Unless the Owner agrees otherwise, any conference requested under this Section 3.1 shall be held within ten (10) business days of the Surety's receipt of the Owner's notice. If the Owner, the Contractor and the Surety agree, the Contractor shall be allowed a reasonable time to perform the Construction Contract, but such an agreement shall not waive the Owner's right, if any, subsequently to declare a Contractor Default; .2 the Owner declares a Contractor Defeott, terminates the Construction Contract and notifies the Surety; and .3 the Owner has agreed to pay the Balance of the Contract Price in accordance with the terms of the Construction Contract to the Surety or to a contractor selected to perform the Construction Contract. § 4 Failure on the part of the Owner to comply with the notice requirement in Section 3,1 shall not constitute a failure to comply with a condition precedent to the Surety's obligations, or release the Surety from its obligations, except to the extent the Surety demonstrates astral prejudice. § 6 When the Owner has satisfied the conditions of Section 3, the Surety shall promptly and at the Surety's expense take one of the following actions: § 6.1 Arrange for the Contractor, with the consent of the Owner, to perform and complete the Construction Contract; § 5.2 Undertake to perform and complete the Construction Contract itself, through its agents or independent contractors; § 6.3 Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for performance and completion of the Construction Contract, arrange for a contract to be prepared for execution by the Owner and a contractor selected with the Owner's concurrence, to be scarred with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract, and pay to the Owner the amount of damages as described in Section 7 in excess of the Balance of the Contract Price incurred by the Owner as a result of the Contractor Default; or § 5.4 Waive its right to perform and complete, arrange for completion, or obtain a new contractor and with reasonable promptness under the circumstances: .1 After investigation, determine the amount fbr which it may be liable to the Owner and, as soon as practicable after the amount is determined, make payment to the Owner; or .2 Deny liability in whole or in part and notify the Owner, citing the reasons for denial. § 8 If the Surety does not proceed as provided in Section S with reasonable promptness, the Surety shall be deemed to be in default on this Bond seven days after receipt of en additional written notice from the Owner to the Surety demanding that the Surety perform its obligations under this Bond, and the Owner shall be entitled to enforce any remedy available to the Owner. lithe Surety proceeds as provided in Section 5.4, and the Owner refines the payment or the Surety has denied liability, in whole or In part, without further notice the Owner shall be entitled to enforce any remedy available to the Owner. S-1852/AS 8110 § 71f the Surety elects to act under Section 5.1, 5.2 or 5.3, then the responsibilities of the Surety to the Owner shall not be greater than those of the Contractor under the Construction Contract, and the responsibilities of the Owner to the Surety shalt not be greater than those of the Owner under the Construction Contract. Subject to the commitment by the Owner to pay the Balance of the Contract Price, the Surety is obligated, without duplication, for .1 the responsibilities of the Contractor for correction of defective work and completion of the Construction Contract; .2 additional legal, design professional and delay coats resulting from the Contractor's Default, and resulting from the actions or failure to act of the Surety under Section 5; and .3 liquidated damages, or if no Liquidated damages are specified in the Construction Contract, actual damages caused by delayed performance or noa.petfotmance of the Contractor. § 8 If the Surety elects to act under Section 5.1, 5.3 or 5.4, the Surety's liability is limited to the amount of this Bond. § 9 The Surety shall not be liable to the Owner or others for obligations of the Contractor that aro unrelated to the Construction Contract, and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations. No right of action shall accrue on this Bond to any person or entity other than the Owner or its heirs, executors, administrators, successors and assigns. § 10 The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders and other obligations. § 11 Any proceeding, legal or equitable, under this Bond may be instituted in any court of competent jurisdiction in the location in which the work or part of the work is located and shall be instituted within two years after a declaration of Contractor Default or within two years after the Contractor ceased working or within two years after the Surety refuses or fails to perform its obligations under this Bond, whichever occurs first. If the provisions of this Paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. § 12 Notice to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on the page on which their signature appears. § 13 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the cnstsuction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed as a statutory bond and not as a common lowborn!. § 14 Definitions § 14.1 Balance of the Contract Price. The total amount payable by the Owner to the Contractor under the Construction Contract after all proper adjustments have been made, including allowance to the Contractor of any amounts received or to be received by the Owner in settlement of insurance or other claims for damages to which the Contractor is entitled, reduced by all valid and proper payments made to or on behalf of the Contractor under the Construction Contract. § 14.2 Construction Contract. 'the agreement between the Owner and Contractor identified on the cover page, including ail Contract Documents and changes made to the agreement and the Contract Documents. § 14.3 Contractor Default Failure of the Contractor, which has not been remedied or waived, to perform or otherwise to comply with a material term of the Cooslructioo Contract. § 14.4 Owner Default. Failure of the Owner, which has not been remedied or waived, to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract. § 14.8 Contract Documents. All the documents that comprise the agreement between the Owner and Contractor. § 15 if this Bond is issued for an agreement between a Contractor and subcontractor, the term Contractor in this Bond shall be dccmcd to be Subcontractor and the term Owner shall be deemed to be Contractor. &1852/AS 8110 § 18 Modifications to this bond are as Follows: (Spate Is provided below for additional signatures of added parties, other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: Signature: Name and Title: Address S-1852/AS 8/10 Signature: Name and Title: Address (Corporate Seal) Bond No. 3035922 Document A312 TM - 2010 Conforms with The American Institute of Architects MA Document 312 Payment Bond CONTRACTOR: (Name, legal status and address) Hunt Brothers Properties, Inc 10100 Dallas St. Henderson, CO 80640 OWNER: (Name, legalstat s and address) Weld County, Colorado 1150 O Street Greeley, CO 80631 CONSTRUCTION CONTRACT Date: SURETY: (Name, legal status and principal place of business) Great American Insurance Company 301 E Fourth Street Cincinnati, OH 45202 Mailing Address for Notices 301 E Fourth Street Cincinnati, OH 45202 Amount: S $435,281.37 (Four Hundred Thirty-five Thousand Two Hundred Eighty-one And 37/100) This document has important legal consequences. Consultation with an attorney Is encouraged with respect to its completion or modlficatibn. Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. Description: Improvements & Road Maintenance Agreement According to Policy Regarding Collateral for Improvements - (Name and location) USR16-0041 - CR 6 BOND Date: (Not earlier than Construction Contract Date) /{mount $ $435,281.37 (Four Hundred Thirty-five Thousand Two Hundred Eighty-one And 37/100) Modifications to this Bond: ® None O See Section 18 CONTRACTOR AS PRINCIPAL Company: (Corporate Seal) Hunt Brothers Properties, Inc. SURETY Company: (Corporate Seal) Great American Insurance Company Signature: - Signature: Nemo Name and Title: end Title: Florletta Acosta Attorney -In -Fact (Any additional signatures appear on the last page of this Payment Bond) (FOR INFORMATION ONLY — Name, address and telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE: Holmes, (Architect, 6ngimerorotherpa>#y:) Murphy and Associates, LLC 7600 East Orchard Road, Suite 230 South Greenwood Village, CO 80111 (720) 622-8251 S-2149/AS 8/10 § 1 The Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to the Owner to pay for labor, materials and equipment furnished for use in the performance of the Construction Contract, which is incorporated herein by reference, subject to the following terms. § 2 if the Contractor promptly makes payment of all sums due to Claimants, and defends, indemnifies and holds harmless the Owner from claims, demands, Hens or suits by any person or entity seeking payment for labor, materials or equipment furnished for use in the performance of the Construction Contract, then the Surety and the Contractor shall have no obligation under this Bond. § 3 !Mere is no Owner Default under the Construction Contract, the Surety's obligation to the Owner under this Bond shall arise after the Owner has promptly notified the Contractor and the Surety (at the address described in Section 13) of claims, demands, liens or suits against the Owner or the Owners property by any person or entity seeking payment for labor; materials or equipment furnished for use in the performance of the Construction Contract and tendered defense of such claims, demands, liens or suits to the Contractor and the Surety. § 4 When the Owner has satisfied the conditions in Section 3, the Surety shall promptly and at the Surety's expense defend, indemnify and hold harmless the Owner against it duly tendered claim, demand, lien or suit. § 6 The Surety's obligations to a Claimant under this Bond shall arise after the following: § 6.1 Claimants, who do not have a direct contract with the Contractor, .1 have firmishcd a written notice of non-payment to the Contractor, stating with substantial accuracy the amount claimed and the name of the party to whom the materials were, or equipment was, flnnlshod or supplied or for whom the labor was done or performed, within ninety (90) days after having last performed tabor or last furnished materials or equipment included in the Claim; and .2 have sent a Claim to the Surety (at the address described in Section 13), § 6.2 Claimants, who arc employed by or have a direct contract with the Contractor, have sent a Claim to the Surety (at the address described in Section 13). § S If a notice of non-payment required by Section 5.1.1 is given by the Owner to the Contractor, that is sufficient to satisfy a Claimant's obligation to furnish a written notice of non-payment under Section 5.1.1. § 7 When a Claimant has satisfied the conditions of Sections 5.1 or 5.2, whichever is applicable, the Surety shall promptly and at the Surety'; expense take the following actions: § 7.1 Send an answer to the Claimant, with a copy to the Owner, within sixty (60) days after receipt of the Claim, stating the amounts that are undisputed and the basis for challenging any amounts that are disputed; and § 7.2 Pay or arrange for payment of any undisputed amounts. § 7,3 The Surety's failure to discharge its obligations under Section 7.1 or Section 7,2 shall not be deemed to constitute a waiver of defenses the Surety or Contractor may have or acquire as to a Claim, except as to undisputed amounts for which the Surety and Claimant have reached agreement. If, however, the Surety fails to discharge its obligations under Section 7.1 or Section 7.2, the Surety shall indemnify the Claimant for the reasonable attorney's fees the Claimant incurs thereafter to recover any sums found to be due and owing to the Claimant. § 8 The Surety's total obligation shall not exceed the amount of this Bond, phis the amount of reasonable attorney's fees provided under Section 7.3, and the amount of this Bond shall be credited for any payments made in good faith by the Surety. § S Amounts owed by the Owner to the Contractor under the Construction Contract shall be used for the performance of the Construction Contract and to satisfy claims, if any, under any construction performance bond. By the Contractor furnishing and the Owner accepting this Bond, they agree that all funds earned by the Contractor in the performance of the Construction Contract are dedicated to satisfy obligations of the Contractor and Surety under this Bond, subject to the Owner's priority to use the funds for the completion of the work. , S-2149/AS 0/10 § 10 The Surety shall not be liable to the Owner, Claimants or others fbr obligations of the Contractor that arc unrelated to the Construction Contract The Owner shall not be liable for the payment of any costs or expenses of any Claimant under this Bond, and shall have under this Bond no obligation to make payments to, or give notice on behalf of: Claimants or otherwise have any obligations to Claimants under this Bond. § 11 The Surely hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders and other obligations. § 12 No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the state in which the project that is the subject of the Construction Contract is located or after the expiration of one year from the date (1) on which the Claimant sent a Claim to the Surety pursuant to Section 5. 1.2 .2 or S.2, or (2) on which the last labor or service wits pertbrrned by anyone or the last materials or equipment were furnished by anyone under the Construction Contract, whichever of (l) or (2) first occurs. If the provisions of this Paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. §13 Notice and Claims to the Surety, the OW= or the Contractor shall be moiled or delivered to the address shown on the page CO which their signature appears. Actual receipt of notice or Claims, however accomplished, shall be sufficient compliance as of the date received. § 14 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction wits to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herehom end provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. § 16 Upon request by any person or entity appearing to be a potential beneficiary of this Bond, the Contractor and Owner shall promptly flattish a copy of this Bond or shall permit a copy to be made. § 16 Definitions § 16.1 Claim. A written statement by the Claimant including et a minimum .1 the name of the Claimant; .2 the name of the person for whom the labor was done, or materials or equipment furnished; .3 a copy of the agreement or purchase order pursuant to which labor, materials or equipment was furnished for use in the performance of the Construction Contract; .4 a brief description of the labor, materials or equipment furnished; .6 the date on which the Claimant last performed labor or last furnished materials or equipment for use in the performance of the Construction Contract; .6 the total amount earned by the Claimant for labor. materials or equipment furnished as of the date of the Clahn; .7 the total amount of previous payments received by the Claimant; and .3 the total amount due and unpaid to the Claimant for labor, materials or equipment furnished as of the date of the Claim. § 16.2 Claimant An individual or entity having a direct contract with the Contractor or with a subcontractor of the Contractor to finish labor, materials or equipment for use in the performance of the Construction Contract. Thc term Claimant also includes any individual or entity that has rightfully asserted a claim under en applicable mechanic's hater similar statute against the real property upon which the Project is located. The intent of this Bond shall be to include without limitation in the terms labor, materials or equipment" that part of water, gas, power, light, heat, oil, gasoline, telephone service or rental equipment used in the Construction Contract, arc hitectunt and engineering services required for performance of the work of the Contractor and the Contractors subcontractors, and all other items for which a mechanic's lien may be asserted in tho jurisdiction where the labor, materials or equipment were furnished. § 18.3 Construction Contract The agreement between the Owner and Contractor identified on the cover page, Including all Contract Documents and all changes made to the agreement and the Contract Documents. 3-2149/AS 8/10 § 16.4 Owner Default. Failure of the Owner, which has not been remedied or waived, to psy the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract § 16.6 Contract Documents. All the documents that comprise the agreement between the Owner and Contractor. § 17 If this Bond is issued for an agreement between a Contractor and subcontractor, the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. § 18 Modifications to this bond ere as follows: (Space is provided below for additional signatures of added parties, other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURETY Company (Corporate Seal) Company: (Corporate Seal) Signature: M \ �''- Signature: Name and Titles Address S-2149/AS 8110 Name and Title: Address MAINTENANCE BOND Bond No, 3035922 KNOW ALL MEN BY THESE PRESENTS: That, Hunt Brothers Properties, Inc. of Henderson, Colorado as Punciprl, and the Great American Insurance Company as Surety, are held and firmly bound unto Weld County, Colorado in the penal sum of Sixty Five Thousand Two Hundred Ninety -Two & 20/100--- (S 65,292.20 Dollars. lawful money of the United States of America. for the payment of which, well and truly to be made. the Principal and Surety bind themselves, their and each of their heirs, executors. administrators, successors and assigns, jointly and severally, firmly by these presents, Whereas. the said Principal entered into a certain contract. v.irh Weld County, Colorado To furnish all the material and labor necessary for the construction of Improvements & Road Maintenance Agreement Accordingto Policy Regarding Collateral for Improvements - USR16-0041 - CR 6 in Weld County, Colorado In conformity with certain specifications: and Whereas, a further condition of said contract is that the said Principal should furnish a bond in indemnity, guaranteeing to remedy any defects in workmanship or materials that may develop in said work within a period of Two years from the dare of acceptance of the work under said contract; and Whereas, the said Great American Insurance Company for a valuable consideration, has agreed to join with ;aid Principal in such bond or guarantee, indemnifying said Weld County, Colorado Now, therefore, the condition of this obligation is such. that if the mid Principal shall, at his own cost and expense, remedy anv and all defects that may develop in Said work within the period of Two • years from the date of acceptance of the work under said contract, by reason of bad workmanship or poor material used in the construction of said work, and shall keep all work in continuous good repair during said period, and shall in all other respects, comply with all the terms and conditions of said contract with respect to maintenance and repair of said work, then this obligation to be null and void; otherwise to be and remain in full force and virtue in law. In Witness whereof, we have hereunto set our hands and scats this day of , Hunt Brothers Properties, Inc. Great American Insurance Company Surety By; (.l ttomey-in-tact Florletta Acosta GREAT AMERICAN INSURANCE COMPANY@ Administrative Office: 301 E 4TH STREET • CINCINNATI, OHIO 45202 • 513-369-5000 • FAX 513-723-2740 The number of persons authorized by thts power of attorney is not more than SEVEN No,0 14957 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the GREAT AMERICAN INSURANCE COMPANY, a corporation organized and existing under and by virtue of the laws of the State of Ohio, does hereby nominate. constitute and appoint the person or persons named below, each individually if more than one is named, its true and lawful anomey-in-fact. for it and in its name, place and stead to execute on behalf of the said Company, as surety, any and all bonds, undertakings and contracts of suretyship, or other written .tbtigations in the nature thereof: provided that the liability of the said Company on any such bond, undertaking or contract of suretyship executed under this authority shall not exceed the limit stated below_ DON APPLEBY TODD D. BENGFORD FLORIETTA ACOSTA SARAH C. BROWN Name MARK SWEIGART SUSAN J. LATTARULO ASHLEA MCCAUGHEY Address ALL OF GREENWOOD VILLAGE, COLORADO Limit of Power ALL $100,000,000 This Power of Attorney revokes all previous powers issued on behalf of the attolneylst-in-fact named above. IN WITNESS WHEREOF the GREAT AMERICAN INSURANCE COMPANY has caused these presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this 22ND day of APRIL 2019 . Attest GREAT AMERICAN INSU ANCE COMPANY 3 -Issistanr Sr w,ary Divisional Senior lice Prevdent STATE OF OHIO, COUNTY OF HAMILTON - sst MARK VICAR(ca77.3772405) On this 22ND day of APRIL . 2019 , Eefore me personally appeared MARK V ICARIO, to me known, being duly sworn, deaoses and says that he resides in Cincinnati. Ohio. that he is a Divisional Senior Vice President of the Bond Division of Great Amencan Insurance Company, the Company described in and which executed the alone instrument, that he knows the seal of the said Company: that the seal affixed to the said instrument is such corporate seal: that it was so affixed by authority of his office under the By -Laws of said Company, and that he signed his name thereto by like authority. Susan Kohorst Nary lIcA i cant MY Cconlabi EvirseI6467MI20 t—cOQ. r� (2 This Powsn-ofAttorney is granted by authority of the following resolutions adopted by the Board of Directors of Great American Insurance Company by unanimous written consent dated June 9. 2008. RESOLVED: That the Divisional President. the several Divisional Senior ;ice Presidents, Divisional kite Presidents and listisonal.4ssistant Vice Presidents, or any one of them he and hereby is authorized from time to time. to appoint one or more ,4ttorner.s-in-Fact to execute on behalf of the Company. as ,curers any and all bonds, undertakings and contracts of suremship. or other written obligations in the nature thereof' to prescribe their respective duties and the respective limits of their authority: and to revoke any such appointment at any time. RESOLVED FURTHER; That the Company seal and the signature of any of the aforesaid officers and any Secretory or Assistant Secretary of the Company may he a(jired by facsimile to any power of attorney or certificate of either given for the esecution of any hand, undertaking, contract of suretyship, or other written obligation in the nature thereof such signature and seal when so used being hereby adopted by the Company as the original signature of such officer and the original seal of the Company. to be valid and binding upon the Company with the saute fin - e and effect as though manually gjfised. CERTIFICATION I, STEPHEN C. BERAHA, Assistant Secretary of Great American Insurance Company, do hereby certit that the foregoing Power of Attorney and the Resolutions of the Board of Directors of lune 9, '_008 have not been revoked and arc now in full force and effect_ Signed and sealed this dcy of d ssrstaat Secretary S1a2JAG (07/18) IMPROVEMENTS & ROAD MAINTENANCE AGREEMENT ACCORDING TO POLICY REGARDING COLLATERAL FOR IMPROVEMENTS Hunt Brothers Properties, Inc., c/o Asphalt Specialties Co., Inc — USR16-0041 THIS AGREEMENT is made this 4'b_�ay of ,201`1and between Hunt by Brothers Properties, Inc., do Asphalt Specialties Co., Inc, a corporation organized under the laws of the State of Colorado, whose address is 10100 Dallas Street, Henderson, Colorado 80640, hereinafter referred to as "Property Owner," authorized to do business in the State of Colorado, and the County of Weld, a body corporate and politic of the State of Colorado, by and through its Board of County Commissioners, whose address is 1150 "O" Street, Greeley, Colorado 80631, hereinafter referred to as "County." WITNESSETH: WHEREAS, Property Owner is the owner of the following described property in the County of Weld, Colorado: Part of the NE 1/4 and pan of the E 1/2 of the NW 1/4 of Section 25, Township 1 North, Range 68 West of the 6th P.M., Weld County, Colorado, Lot A of Second Corrected Recorded Exemption RECX 16- 0183, and Lot A of Second Corrected Recorded Exemption RECX 16- 0184 hereinafter referred to as "the Property," and WHEREAS, Property Owner has received Board of County Commissioner approval of USR 16-0041, and WHEREAS, Property Owner acknowledges that the final approval of USR 16-004 1 is conditional upon Property Owner's funding and/or construction of the off -site improvements and road maintenance described in this Agreement and depicted in the following incorporated exhibits: Exhibit A-1 - Off -Site Improvements Costs of Construction, Exhibit B-1 - Off -Site Improvements Construction Schedule, Exhibit A-2 - Future Improvements Costs of Construction (to be attached per Section B.3.0 when triggered). Exhibit B-2 -- Future Improvements Construction Schedule Triggers (to be attached per Section B.4.0 when triggered), Exhibit C - Construction Plans, Exhibit D - Plat Map (recorded simultaneously with this Agreement), and WHEREAS, Property Owner acknowledges they may not operate as described in USR 16-0041 until said improvements have been completed and accepted by County, or if approved by the County, in accordance with such other temporary traffic control requirements until such improvements are complete, and WHEREAS, Property Owner acknowledges that pursuant to the provisions of Weld County Code Section 23-2-290, the failure to commence construction of the improvements outlined herein within three (3) years of the approval of USR16-0041 may result in the revocation or suspension of USR16-0041, upon consideration and order of the Board of County Commissioners, and Asphalt Specialties Company. Inc - USR 16-0041 - IA Page 1 of 14 1y56933 _ 4547184 Pages: 1 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO W!jP'S1PhS1L)i'I4 PU iPia 'MI MACK' k i 1i iii o2oi9-47L3 WHEREAS, the parties agree that the Property Owner shall provide collateral for improvements required by this Agreement when the Board of County Commissioners approves this Agreement. NOW, THEREFORE, IN CONSIDERATION OF the foregoing and of the promises and covenants contained herein, the parties hereto promise, covenant and agree as follows: PART 1: SITE SPECIFIC PROVISIONS A. Off -Site Improvements las required by the BOCC): The Property Owner shall be responsible for the construction of certain off -site safety improvements identified in the USR hearing Resolution, which may include, but are not limited to: construction of adequate turning radii of sixty-five (65) feet at the main entrances and exits which extend into county road ROW connecting to the county road system, and off -site drainage and signage installations, as indicated on the accepted Exhibits. On -Site improvements that create more run-off than the historical amount may require off -site drainage improvements to roads and ROW. Any approved access point(s) improvements will include standard County approved tracking control, and may include a double cattle guard set (one right after the other), placed back to back across the entire width of the access, to ensure a complete revolution of the truck tires in order to minimize the tracking of mud and debris onto the adjacent County road. Additional Off -Site Improvements to be constructed prior to operation in accordance with Exhibit C are: 1) Design and construct a westbound left deceleration lane on CR 6 2) Design and construct an eastbound right deceleration lane on CR 6 3) Design and construct a westbound acceleration lane on CR 6 1.0 Road Improvements Responsibilities. Property Owner is solely responsible for all the off -site designated improvements. These responsibilities may include but are not limited to the following: design, surveys, utility locates, acquisition of ROW, if necessary, dedication of ROW, if necessary, ROW and Access Permits and fees, coordination with oil and gas operators and facilities and affected irrigation facilities, and utilities, traffic control, and project safety during construction. Property Owner shall obey all applicable regulations issued by OSHA, CDOT, CDPHE, and other federal, state, or county regulatory agencies. 2.0 Cost of Construction Exhibit. The cost of construction estimates (engineer's estimate) as identified in Exhibit A-1 detail the costs used in determining the collateral requirement for the off -site improvements related to the development. A registered Colorado Engineer must sign and stamp the construction cost exhibit on Exhibit A -l. If more than three (3) years have passed since the last construction cost estimate was provided, the Property Owner shall provide an updated construction cost estimate prior to the start of construction. 3.0 Construction Schedule Exhibit. Exhibit B-1 is provided by the Property Owner indicating the construction schedule for all off -site improvements, including an anticipated completion date. Property Owner shall not commence construction of any improvements or record the USR plat prior to approval of this Agreement. Property Owner shall substantially complete all improvements in accordance with Exhibits B-1 and C in order to request the warranty period begin. In the event that the construction schedule is not current, the Property Owner shall submit a revised construction schedule. 4.0 Off -site Improvements Collateral. As required, collateral is accepted and released by the Board of County Commissioners pursuant to the Weld County Code. Additional information about collateral is outlined in Part II.B of this Agreement. Asphalt Specialties Company. lnc. - USR I6-Ot 41 - IA Page 2 of 14 4547184 Pages: 2 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County. CO itIIIrdighoomyry,ti �fPi$l'VPi Lfiliif 14 111111 19569333.5 5.0 As -Built Plans. "As -built" plans shall be submitted at the time the letter requesting release of collateral is submitted or once the Property Owner has completed improvements as described in Part H.B, Subsection 3.2.3, of this Agreement. Property Owner shall also provide an electronic copy of the as -built drawings. The as -built drawings shall be stamped, signed, and dated by a licensed and registered Professional Land Surveyor or Professional Engineer. B. Future Off -Site Improvements: 1.0 Traffic Triggers. When the Property's traffic reaches certain safety thresholds as set forth in this Agreement, the Property Owner shall design and construct certain road improvements based on the amount of traffic being generated by the site. Property Owner's development may not currently meet the traffic safety triggers requiring the improvements specified below. However, future off -site or phased improvements may be warranted in the future. Property Owner is required to design, obtain right-of-way, relocate utilities, and construct said auxiliary lanes into their site when all traffic to/from the Property meets the following traffic triggers: 1) Property Owner shall design and construct a right acceleration lane eastbound on CR 6 whenever traffic exceeds 50 VPH turning right out of the Property for an average daily peak hour. 2.0 Property Owner's Responsibilities when Future Triggers are Met. Property Owner is solely responsible for all designated improvements and their cost. These responsibilities include but are not limited to the following, as applicable: design, surveys, utility locates, acquisition of ROW, if necessary, dedication of ROW, if necessary, ROW and Access Permits and fees, coordination with oil and gas operators and facilities and affected irrigation facilities and utilities, traffic control, and project safety during construction. Property Owner shall obey all applicable regulations issued by OSHA, CDOT, CDPHE, and other federal, State, or County regulatory agencies. 3.0 Cost of Construction Exhibit. When the trigger is met the Property Owner shall submit Exhibit A-2 within six (6) months of being notified regarding the need for the triggered improvements, indicating the cost of construction estimates (engineer's estimate) to detail the costs used in determining the collateral requirement for the development. Construction costs must be obtained through a registered Colorado Engineer. A registered Colorado Engineer must sign and stamp the construction cost exhibit for sites that have project collateral. New or additional collateral may be required for the triggered improvements. If required, collateral shall be submitted at the same time as Exhibit A-2. Exhibit A-2 shall be attached to this Agreement and incorporated herein once approved by the County. 4.0 Construction Schedule Exhibit. When the trigger is met the Property Owner shall submit Exhibit 13-2 within six (6) months of being notified regarding the need for the triggered improvements, indicating the construction schedule, including completion date for the improvements. Property owner shall not commence construction of improvements prior to approval of the Construction Plans and receipt of the appropriate Grading Permit, Access Permit, and/or ROW Permit. Property Owner shall complete all improvements in accordance with the construction schedule exhibit. The construction of the triggered improvements shall be completed within the specified timeframe, which may not exceed three (3) years from the date the trigger is first met. Year l design deadline; Year 2 ROW/Utilities; Year 3 Construction. Property Owner shall collateralize 100% of the cost of the construction improvements, including design, right-of-way, and utility relocation cost within six months of being notified of meeting the triggers. Exhibit B-2 shall be attached to this Agreement and incorporated herein once approved by the County. Asphalt Specialties Company . Inc USR 16-0041 - IA Page 3 of 14 19569333.5 4547184 Pages: 3 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO III 11111 5.0 Collateral. Collateral for the above off -site improvements required by the triggers may be required by the BOCC. Collateral is accepted and released by the Board of County Commissioners pursuant to the Weld County Code. Additional information about collateral is outlined in Pan II.B of this Agreement. 6.0 As -Built Plans. "As -built" plans shall be submitted at the time the letter requesting release of collateral is submitted or once the Property Owner has completed improvements as described in Part II.B, B, SubSection 3.2.3, of this Agreement. Property Owner shall also provide an electronic copy of the as -built drawings. The as -built drawings shall be stamped, signed, and dated by a licensed and registered Professional Land Surveyor or Professional Engineer. C. Haul Routes: The Property Owner shall be financially responsible for its proportional share of the County's costs associated with maintaining and/or improving designated haul/travel routes. 1.0 Haul Routes. The following roads are designated as haultravel routes for the Property 1) East and West along CR 6 between CR 11 and CR 13 2.0 Haul trucks shall enter and exit the site at the approved access(es) on CR 6 and travel east -west for further dispersal. Any County roads used with vehicles associated with USR 16-0041 may become part of the established haul/travel routes. 3.0 Weight Limits. No travel vehicles may exceed CDOT required specifications for pounds -per - axle and axle configurations unless overweight permits have been applied for and granted. Oversize/overweight vehicles must also obtain a county transport permit in accordance with Chapter 8, Article XV. 4.0 Temporary Deviations. In unusual or rare occasions, if projects mandate deviation from the above -mentioned haul/travel route for a limited period (six months or less), Weld County Director of Public Works may authorize, in writing, the deviation. In that circumstance, haul/travel vehicles will utilize paved county roads whenever possible. A deviation from the established haul/travel route lasting more than six (6) months or requests for one (1) or more deviations within a 12 -month period shall authorize the County to change the haul/travel routes designated herein and provide notice to the Property Owner. 5.0 Haul Route Signage. Property Owner shall install travel route signs, if applicable, as per Manual of Uniform Traffic Control Devices standards, at all exit points of the Property which can be clearly seen by driven leaving the facility and which clearly depict County approved travel routes. 6.0 No Deviation from Permitted Haul Routes. Except as authorized by the Board pursuant to this Agreement, no use of any roads other than those specifically authorized for use in this Agreement is permitted without the prior written amendment of this Agreement. D. Road Maintenance Requirements: 1.0 Dust Control During Construction. If necessary, as determined by the County. the Property Owner shall cause to be performed within 30 days of notification, at its sole expense, dust control by a contractor approved by Weld County Public Works during the construction period of the development. 2.0 Repair. Property Owner shall be financially responsible for its proportional share of excavation, patching, and pavement repair on designated haul/travel routes. The amount and extent of repair and Asphalt Specialties Company. Inc. - US R 1 6-0041 - to Page 4 of 14 19569333.5 4547184 Pages: 4 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes Clerk and Recorder, Weld County, CO III KIJIMIWICIANA NOM III II paving measures will be determined by site -specific conditions at the time, as determined exclusively by County personnel, after consultation with Property Owner 3 0 Need for Immediate Repairs. In the event of damage to a designated haul/travel route determined to be caused' by project traffic associated with the Property that causes an immediate threat to public health and safety or renders the road impassible ("Significant Damage"), County shall, after inspection, notify Property Owner of such Sigmficant Damage Property Owner shall identify the repair required and shall consult with,County on the extent, type, tuning, materials and quality of repair (i e temporary versus permanent) within twenty-four (24) hours after receipt of such notice and shall commence such repair within forty-eight (48) hours after receipt of such notice If Property Owner identifies Significant Damage, prior to receiving notice thereof from County, Property Owner may commence repair of such Significant Damage and shall concurrently notify County of the extent, type, tithing, materials and quality of repair (i e temporary versus permanent) 4 0 Repair/Improvement of Road On or before December 3] of the calendar year in which County staff has determined through site analysis and/or pavement testing that a particular haul/travel route road portion will require paving measures or other improvements in order to protect the public health, safety, and welfare, and the County has budgeted sufficient funds for, the following calendar year to pay its share of the Off -Site Improvement/Repair Costs, County shall notify Property Owner in writing that the Off - Site Improvements/Repairs shall be undertaken. When determining Property Owner's proportional share of such costs, the County shall comply with Section 6 0 below, and shall consider all traffic traveling along the particular haul/travel route road portion 5 0 Intersection of County Roads 6 and 13 The County intends to improve the intersection of County Road 6 and County Road 13 as described in the County's Capital Improvement Plan (CIP), which is updated annually by the Board of County Commissioners In addition to any other requirements described herein, Property Owner shall be financially liable for its proportional share of costs of such improvement, based upon the percentage of traffic traveling through the intersection to or from Property Owner's facility When determining Property Owner's proportional share of such costs, the County shall comply with Section 6,0 below, and shall consider all traffic traveling through the intersection from any direction 6 0 Calculation of Property Owner's Proportional Share of Costs The County shall notify Property Owner of County's preluninary determination and assessment of Property Owner's proportional share of costs of maintenance, repair, or improvements to Property Owner's designated haul/travel routes In making this determination, County shall rely upon a current Equivalent Single Axle Load (ESAL) traffic counts on the haul routes identified in Part I C 1 above In order to accurately determine percentage of Property Owner traffic, the County reserves the right to install traffic counters on the driveway(s) of Property Owner's facility Property -Owner shall not be responsible for traffic that is not sourced from the Property Owner's facility Prior to County's final determination and assessment, County shall provide Property Owner with a reasonable opportunity to review, comment upon and supplement County's data, collection methodology, and determinations The County shall review and consider Property Owner's input prior to making a final determination and assessment The County shall have sole responsibility for determination of Property Owner's proportional share of costs Property Owner agrees to pay such proportional share of costs within 30 days of receiving an invoice from County 7 0 Annual Road Inspection County may conduct a road inspection annually with the cooperation of Property Owner and all other Property Owners and/or Lessees who are required by County to participate in road improvement/maintenance agreements for the haul routes designated in this Agreement As a result of the annual inspection, County, in its sole discretion, shall determine actual conditions and shall further determine what road repair/improvement/maintenance work is to be performed during that AspbaltSpecialhes Company, Int, - USRI6-0041 - IA 19569333 5 Page 5 of 14( 4547184 Pages: 5 of 45 12/05/2019 02'11 PM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO �� R1r41��rl6�IY�1�9� l� Mti'�Itl�l+l MINNIA I elk 1I 111 construction season. Notification to the Property Owner of the required roadway repairs will be given as soon as the data become available. 8.0 Notification. The County shall notify Property Owner of County's preliminary determination and assessment of Property Owner's proportionate share of costs of maintenance, repair, or improvements to Property Owner's designated haul/travel routes. Prior to County's final determination and assessment, County shall provide Property Owner with a reasonable opportunity to review, comment upon and supplement County's data, collection methodology, and determinations. The County shall review and consider Property Owner's input prior to making a final determination and assessment. E. Bull Canal: 1.0 The Property Owner's obligations to construct and maintain the public road improvements pursuant to this Agreement, including the auxiliary travel lanes described in Section A above, require the widening of the box culvert underlying County Road 6 through the Bull Canal on the west side of the Property, said Canal being owned by the Farmers Reservoir and Irrigation Company (FRICO). 2.0 Property Owner shall obtain the approval of FRICO for all work to occur within the Bull Canal. 3.0 Pursuant to this Agreement, Property Owner has the right to construct the extension of the box culvert within the County ROW and Property Owner has the obligation to routinely clean and maintain the entirety of the box culvert underlying County Road 6 through the Bull Canal on the west side of the Property, both in accordance with FRICO requirements and the ROW use permits. 4.0 Acknowledging that replacement or substantial repairs beyond routine cleaning and maintenance of the box culvert ("Major Repair") may require replacement of the entire box culvert located within both County ROW and on private property, County and Property Owner agree that if Major Repair is required after final acceptance of the two-year warranty period, the County shall be responsible for the proportionate share of the cost located within County ROW, and Property Owner shall be responsible for the remainder of the proportionate share of the cost. F. Waterline Relocation 1.0 The Central Weld County Water District (CWCWD) owns a waterline within the CR 6 right-of- way (ROW) on the south side of the road. Such ROW shall be dedicated. Property Owner shall dedicate a waterline easement on the plat, for the benefit of CWCWD. As an alternative to requiring the waterline to be immediately relocated from the ROW to the dedicated waterline easement, the parties agree that such waterline may remain in the ROW until the County, in its sole discretion, makes a good faith determination that the waterline must be relocated from the ROW. At that time, Property Owner shall relocate the waterline to the dedicated waterline easement, or such other place as may be agreed upon by the Property Owner and CWCWD. After relocation of the waterline from the CR 6 ROW, Property Owner shall cause CWCWD or its successor in interest to vacate the easement underlying the ROW. P AR I II: GENERAL PROVISIONS A. Engineering and Construction Requirements: 1.0 Engineering Services. Property Owner shall furnish to County, at its own expense, all engineering services in connection with the design and construction of the off -site improvements and all on -site drainage -related structures if required by any Municipal Separate Storm Sewer System (MS4) permit. identified on the accepted Construction Plans according to the construction schedule set forth in the Asphalt Specialties Company. Inc - USR I b-0041 - IA Page 6 of 14 19569333.5 4547184 Pages: 6 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO III rP2I'd*I 1111 construction schedule exhibits. The required engineering services shall be performed by a Professional Engineer and Land Surveyor registered in the State of Colorado, and shall conform to the standards and criteria established by the County for public improvements. The required engineering services shall consist of, but not be limited to: surveys, designs, plans and profiles, estimates, construction supervision, and the submission of necessary documents to the County. 2.0 Rights -of -Way and Easements. Before commencing the construction of any off -site improvements herein agreed upon for public ROW or easements, Property Owner shall acquire, at its sole expense, good and sufficient ROW and easements made necessary for the improvements. The County will not exercise eminent domain on behalf of Property Owner. All such ROW and easements for the construction of roads to be accepted by the County shall be conveyed to the County on County -approved forms and the documents of conveyance shall be furnished to the County for acceptance with express written authority of the BOCC and recording. 3.0 Construction. Property Owner shall furnish and install, at its own expense, the improvements (and any drainage -related structures required by any MS4 permit) identified on the accepted Exhibits and shall be solely responsible for the costs listed on the cost of construction exhibits, with the improvements being completed also in accordance with the schedule set forth in the construction schedule exhibits. The Board of County Commissioners, at its option, may grant an extension of the time of completion set forth in construction schedule exhibits stated herein upon application by the Property Owner. Said construction shall be in strict conformance to the plans and drawings accepted by the County and the specifications adopted by the County. 4.0 Testing. Property Owner shall employ, at its own expense, a qualified testing company previously approved by the County to perform all testing of materials or construction: and shall furnish copies of test results to the County. If County discovers inconsistencies in the testing results, Property Owner shall employ at its expense a third -party qualified testing company approved by County. Such third party shall furnish the certified results of all such testing to the County. At all times during said construction, the County shall have the right to test and inspect material and work, or to require testing and inspection of material and work at Property Owner's expense. Any material or work not conforming to the approved plans and specifications, including but not limited to damages to property adjacent to the construction plan area shall be repaired, removed or replaced to the satisfaction of the County at the expense of Property Owner. 5.0 Construction Standards. Design and construction of all off -site improvements shall conform to the current version of CDOT's "Standard Specifications for Road and Bridge Construction" and the Weld County Engineering and Construction Guidelines. 6.0 Traffic Control. Prior to any construction in County and'or State ROW, and as a condition of issuance of any ROW or Access Permit, the Property Owner shall submit a traffic control plan for County review. During construction. appropriate safety signage shall be posted in accordance with the then - current version of the Manual of Uniform Traffic Control Devices. B. Collateral: 1.0 General Requirements for Collateral. Property Owner shall provide to County collateral to guarantee all of Property Owner's obligations under this Agreement: (I ) Project Collateral is required for completion of off -site improvements, as described in this Agreement; (2) Warranty Collateral is required for all oft -site improvements during the two-year warranty period. Collateral acceptance and release is governed by the Weld County Code. 19569333.5 Asphalt Specialties Company, Inc .- L s k i b -t 04 i t Page 7 of 14 4547184 Pages: 7 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County; CO III rill Fri !id I1/2NI I rill VAiii 111111 1.1 Project Collateral shall be submitted to guarantee completion of off -site improvements identified in the Exhibits. Project Collateral must be submitted in an amount equal to 100% of the value of the improvements, as calculated in the cost of construction exhibits. Project Collateral must be submitted at the time of execution of the Agreement, unless otherwise directed by the Board of County Commissioners. In the event that Property Owner fails to adequately complete the required improvements, County may, in its sole discretion, access Project Collateral for the purpose of completing such improvements. 1 t may be necessary to provide additional collateral in the event the cost estimate is older than three (3) years. NO WORK SHALL COMMENCE UNTIL PROJECT COLLATERAL HAS BEEN SUBMITTED AND ACCEPTED BY THE COUNTY. 1.2 Warranty Collateral shall be submitted and held by the County until release after the two- year warranty period following the County's initial approval of the improvements. Warranty Collateral shall be in an amount equal to 15% of Project Collateral. In the event that Property Owner fails to adequately complete or repair improvements during the warranty period, County may, in its sole discretion, access Warranty Collateral for the purpose of completing such improvements. 2.0 Form of Collateral. Collateral may be in the form of a letter of credit, a surety bond, or a cash deposit, subject to the requirements and restrictions of Section 2-3-30 of the Weld County Code, as that Section may be amended from time to time. 3.0 Release of Collateral. Collateral shall be released in accordance with Section 2-3-30 of the Weld County Code. For collateral release, the Planning Department conducts inspections for on -site improvements, and the Department of Public Works conducts inspections for off -site improvements. 3.1 Timing of Release. Project Collateral may be released upon completion of all improvements required by the Exhibits after initial approval by the County. Warranty Collateral shall be withheld by County from and at the time of release of Project Collateral, or may be submitted separately by Property Owner. Warranty Collateral may be released upon the approval of the County at the end of the two-year warranty period. Road Maintenance Collateral may be withheld from and at the time of release of Warranty Collateral, or may be submitted separately by Property Owner. 3.2 Request for Release of Collateral. Prior to release of collateral by Weld County for the entire project or for a portion of the project, the Property Owner must present a Statement of Substantial Compliance from an Engineer registered in the State of Colorado. The Statement of Substantial Compliance shall state that the project or a portion of the project has been completed in substantial compliance with accepted plans and specifications documenting the following: 3.2.1 The Property Owner's Engineer or his representative has made regular on -site inspections during the course of construction and the construction plans utilized are the same as those accepted by Weld County. For the improvements to public rights -of -way or easements, test results must be submitted for all phases of this project as per Colorado Department of Transportation (CDOT) Schedule for minimum materials sampling, testing and inspections found in CDOT Materials Manual. 3.2.3 "As -built" plans shall be submitted at the time the letter requesting release of collateral is submitted or at such time as the Property Owner has completed Asphalt Specialties Company. Inc USR 16-0041 IA Page 8 of 14 19569333.5 4547184 Pages: 8 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County; CO Iii $J!iiIMlIvt,1'If. /I'1VYI ii'I'.iwl1 Ut HI improvements as shown on the Exhibit C and/or Exhibit D, and shall be stamped and approved by an Engineer registered in the State of Colorado, if an Engineer was initially required for the project. The Property Owner's Engineer shall certify that the project "as -built" is in substantial compliance with the plans and specifications as approved, or that any material deviations have received prior written acceptance from the County Engineer. 3.3 County's Response to Request for Release of Collateral. Following a written request for release of collateral, County personnel will inspect the improvements as provided in this Agreement. Upon approval, the Board of County Commissioners may release said collateral. C. Acceptance of Improvements: 1.0 Acceptance of Off -Site Improvements: Upon completion of the off -site improvements, Property Owner shall contact the Weld County Department of Public Works and request an inspection of such improvements. Upon request, County personnel will initiate the inspection, approval, and acceptance process. 2.0 Inspection, Approval, and Acceptance Process: 2.1 Upon completion of construction of all off -site improvements as described in the Construction Plans, Property Owner shall submit to the Weld County Department of Public Works a Statement of Substantial Compliance by Property Owner's Engineer along with "as - built" drawings as required in 8.3.2.3, above, and shall request County inspection of the Off -Site Improvements. County personnel shall then inspect the improvements. If the County determines the improvements were not constructed in accordance with the Construction Plans, the County shall direct the Property Owner to correct the deficiencies. If the County determines the improvements were constructed in accordance with the Construction Plans. the County shall initially approve the Off -Site Improvements. 2.2 Two -Year Warranty Period. Such initial approval begins the two-year warranty period. Upon completion of the two-year warranty period, County Public Works personnel shall, upon request by the Property Owner, inspect the subject improvements, and notify the Property Owner of any deficiencies. If any deficiencies are discovered. the Property Owner s.nll correct the deficiencies. County personnel shall re -inspect the improvements after notification from the Property Owner that said deficiencies have been corrected. If the County personnel finds that the improvements are constructed according to County standards, he or she shall approve the improvements. Such final approval shall authorize the Property Owner to request the Board of County Commissioners to release the Warranty Collateral. 2.3 Placement of Improvements into Service Prior to County Approval. If requested by the Property Owner and agreed by the County, portions of the improvements may be placed in service when completed according to the schedule shown on the construction schedule exhibit, but such use and operation shall not alone constitute an approval or acceptance of said portions of the improvements. County may, at its option, issue building permits for construction for which the improvements detailed herein have been started but not completed according to the schedule shown on the construction schedule exhibit, and may continue to issue building permits so long as the progress of work on the improvements is satisfactory to the County, and all terms of this Agreement have been faithfully kept by Property Owner. D. Permits: 19569333.5 Asphalt Specialties Company, Inc. - USRI6-004 I ! Page 9 of 14 4547184 Pages : 9 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO 1.0 Access Permits. Property Owner shall not use any access onto any County road unless and until an access permit has been issued by the Department of Public Works. Public Works may condition the issuance of an updated access permit on the amendment of this Agreement if the updated access permit authorizes the use of an additional access point, or if there is a change in use of the current access point, as permitted by Article XIV of Chapter 8 of the Weld County Code. 2.0 Right -of -Way (ROW) Permits. Per Article XI of Chapter 8 of the Weld County Code, any work occurring within County ROW requires a ROW permit issued by the Department of Public Works. No work shall occur without said ROW permit. 3.0 Transport Permits. Per Article XV of Charter 8 of the Weld County Code, a Weld County Transport Permit is required for Extra -legal vehicles using Weld County roadways to ensure the operation and movement of Extra -legal Vehicles and Loads occurs in a safe and efficient manner. E. Enforcement and Remedies: 1.0 Violation of Terms of Agreement. If in County's opinion, Property Owner has violated any of the terms of this Agreement, County shall notify Property Owner in writing of its belief that the Agreement has been violated and shall state with specificity the facts and circumstances which County believes constitute the violation. Property Owner shall have fifteen (15) days of receipt of the written notice within which to either cure the violation or demonstrate compliance. If, after fifteen (1 5) days have elapsed, County believes in good faith that the violation is continuing, County may consider Property Owner to be in breach of this Agreement. 2.0 Remedies for Breach by Property Owner. In the event that County determines that Property Owner has violated the terms of this Agreement, and has failed to correct said violation, County may exercise any or all of the following remedies, or any other remedy available in law or equity. 2.1 Access and Use of Collateral. County may access and use collateral to address the issues specific to the violation. For example, the County may access and use Project Collateral in order to complete improvements as required by the Construction Plans, when such improvements have not been completed in accordance with the Construction Schedule. 2.2. Withholding Permits. County may "lock" any or all lots within the Property, which precludes the continued issuance of building permits, zoning permits, septic permits, or any other permit issued by any department of the County. 2.3 Court Action. County may seek relief in law or equity by filing an action in the Weld District Court or Federal District Court for the District of Colorado, except that no such civil action or order shall be necessary to access collateral for the purpose of completing improvements as described above. 2.4 Revocation of USR Permit. Property Owner acknowledges that failure to comply with the terms of this Agreement constitutes cause to revoke the USR, and County may exercise this option in its sole discretion by proceeding with revocation after notice and hearing under the then current provisions of the Weld County Code. 3.0 Termination of Agreement. This Agreement shall terminate upon the earliest of the following events: Asphalt Specialties Company, Inc. - USR I6-0041 IA Page 10 of 14 19569333.5 4547184 Pages: 10 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder; Weld County, CO ui Pridk1:1441163/41i'lliCI:Pi 111111 3.1 Failure to Commence. County may terminate this Agreement upon or after revocation of the underlying land use approval under Weld County Code Section 23-2-290. However, County may still exercise all necessary activities under this Agreement that the County determines necessary to protect the health, safety, and welfare of the residents of Weld County. 3.2 Cessation of all Permit Related Activities. Termination of this Agreement shall occur upon Property Owner's complete cessation of all activities permitted by the USR including any clean up or restoration required. A partial cessation of activities shall not constitute a Termination of this Agreement, nor shall County's issuance of a partial release/vacation constitute a Termination. Unless informed in writing by the Property Owner of cessation of activities, and verified by the County, cessation shall only be presumed if the County determines that the USR has been inactive for three (3) years. Property Owner shall not be entitled to a release of Project or Warranty Collateral unless and until the improvements required by this Agreement are completed. 3.3 Execution of Replacement Agreement. This Agreement shall terminate following County's execution of a new Improvements Agreement with a new property owner or operator who has purchased the Property or has assumed the operation of the business permitted by the USR, and intends to make use of the rights and privileges available to it through the then existing USR. 3.4 Revocation of USR. This Agreement shall terminate following County's revocation of Property Owner's USR, except that the Property Owner shall only be released from this Agreement after the successful completion of all improvements required under this Agreement, which may be completed by County after accessing Property Owner's collateral if Property Owner fails to complete such improvements. F. General Provisions: 1.0 Successors and Assigns. 1.1 Property Owner may not delegate, transfer, or assign this Agreement in whole or in part, without the prior express written consent of County and the written agreement of the party to whom the obligations under this Agreement are assigned. Consent to a delegation or an assignment will not be unreasonably withheld by County. In such case, Property Owner's release of its obligations shall be accomplished by County's execution of a new Improvements Agreement with the successor owner of the property. 1.2 County's rights and obligations under this Agreement shall automatically be delegated. transferred, or assigned to any municipality which, by and through annexation proceedings, has assumed jurisdiction and maintenance responsibility over all roads affected by this Agreement. 2.0 Severability. If any term or condition of this Agreement shall be held to be invalid, illegal, or unenforceable by a court of competent jurisdiction, this Agreement shall be construed and enforced without such provision, to the extent that this Agreement is then capable of execution within the original intent of the parties. 3.0 Governmental Immunity. No term or condition of this contract shall be construed or interpreted as a waiver, express or implied, of any of the immunities, rights, benefits, protections or other provisions, of the Colorado Governmental Immunity Act §§24-10-101 et seq., as applicable now or hereafter amended. Asphalt Specialties Company. Inc. - USR16-0041 6-0041 - IA Page 11 of 14 4547184 Pages: 11 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO 19569333.5 in rP u iii 4.0 No Third -Party Beneficiary. It is expressly understood and agreed that the enforcement of the terms and conditions of this Agreement, and all rights of action relating to such enforcement, shall be strictly reserved to the undersigned parties and nothing in this Agreement shall give or allow any claim or right of action whatsoever by any other person not included in this Agreement. It is the express intention of the undersigned parties that any entity other than the undersigned parties receiving services or benefits under this Agreement shall be an incidental beneficiary only. 5.0 Board of County Commissioners of Weld County Approval. This Agreement shall not be valid until it has been approved by the Board of County Commissioners of Weld County, Colorado or its designee. 6.0 Choice of Law/Jurisdiction. Colorado law, and rules and regulations established pursuant thereto, shall be applied in the interpretation, execution, and enforcement of this Agreement. Any provision included or incorporated herein by reference which conflicts with said laws, rules and/or regulations shall be null and void. In the event of a legal dispute between the parties, the parties agree that the Weld County District Court or Federal District Court for the District of Colorado shall have exclusive jurisdiction to resolve said dispute. 7.0 Attorneys' Fees/Legal Costs. In the event of a dispute between County and Property Owner, concerning this Agreement, the parties agree that each party shall be responsible for the payment of attorney fees and/or legal costs incurred by or on its own behalf 8.0 Release of Liability. Property Owner shall indemnify and hold harmless the County from any and all liability loss and damage County may suffer as a result of all suits, actions, or claims of every nature and description caused by, arising from, or on account of the design and construction of improvements, and pay any and all judgments rendered against the County on account of any such suit, action or claim, and notwithstanding Section 7.0 above, together with all reasonable expenses and attorney fees incurred by County in defending such suit, action or claim whether the liability, loss or damage is caused by, or arises out of the negligence of the County or its officers, agents, employees, or otherwise except for the liability, loss, or damage arising from the intentional torts or the gross negligence of the County or its employees while acting within the scope of their employment. All contractors and other employees engaged in construction of the improvements shall maintain adequate worker's compensation insurance and public liability insurance coverage, and shall operate in strict accordance with the laws and regulations of the State of Colorado governing occupational safety and health. 9.0 Binding Arbitration Prohibited. Weld County does not agree to binding arbitration by any extra- judicial body or person. Any provision to the contrary in this Agreement or incorporated herein by reference shall be null and void. 10.0 Authority to Sign. Each person signing this Agreement represents and warrants that he or she is duly authorized and has legal capacity to execute and deliver this Agreement. Each party represents and warrants to the other that the execution and delivery of the Agreement and the performance of such party's obligations hereunder have been duly authorized and that the Agreement is a valid and legal agreement binding on such party and enforceable in accordance with its terms. If requested by the County, Property Owner shall provide the County with proof of Property Owner's authority to enter into this Agreement within five (5) days of receiving such request. 11.0 Acknowledgment. County and Property Owner acknowledge that each has read this Agreement, understands it and agrees to be bound by its terms. Both parties further agree that this Agreement, with the attached or incorporated Exhibits, is the complete and exclusive statement of agreement between the 19569333,5 Asphalt Specialties Company. Inc. - IJS R I b-0041 - IA Page 12 of 14 4547184 Pages: 12 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO III Ml�1�'14hNil�iw�l�MikiW�Ii�L�IL41lL��lihlYl� 111111 parties and supersedes all proposals or prior agreements, oral or written, and any other communications between the parties relating to the subject matter of this Agreement. 12.0 Conflict of Terms. Notwithstanding any other provision contained in this Agreement, for any conflict or potential conflict between any term in this Agreement and the Resolution of the Board of County Commissioners approving the underlying land use permit. the provisions of the Board's Resolution shall control. In the event of a discrepancy between this Agreement and the Weld County Code in effect at the time of the Agreement, the terms of the Weld County Code shall control. 13.0 Amendment. This Agreement may not be modified or amended in any manner except by an instrument in writing executed by the County and Property Owner. [SIGNATURES ON FOLLOWING PAGES] Asphalt Specialties Company, Inc. - USR16-004 Page L3 of 14 19569333.5 4547184 Pages: 13 of 43 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes Clerk and Recorder, Weld County, CO iu rdpunliiPtiiIVINito,IKJAANiliFiii:iFiiii, Vivi liii PR By. Name: Title: TY OWNER: Hunt Brothers Properties, Inc. ek.k1 e \‘d1/4) ‘4‘isCk- k e Date: 1O- .v1--estck LESSEE (IF APPLICABLE): Asphalt Specialties Company, Inc. By: ‘1/4 Name: Title: a•ft‘t c govth c STATE OF COLORADO • County of Weld • • f Date: • SS. l(7- fl-- 04 • • • • The foregoing instrument was acknowledged before me this Z2"sday of . ctv 201', by W- is let &escJen-1 WITNESS my hand and official seal. • • Public • • • JAN NELSON NOTARY PUBLIC STATE OF COLORADO NOTARYiD 19994030527 Pit COMMISSION EXPIRES APRIL 27.2020 WELD COUNTY: BOARD OF COUNTY COMMISSIONERS LD COUNTY, COLORADO arbara Kirk rjeyer , NOV 2 52019 4547184 Pages: 14 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes; Clerk and Recorder, Weld County, CO III )I'I VII WWI P14 1liii Asphalt Specialties Company, Em.. - USK i o -U04 i - IA Page 14 of 14 19569333.5 aoi9_ 4?&3 EXHIBIT A-1 06/28/2019 082718G *** Greg Simmons Biditem 9:38 WCR 6 Widening Description 10 Clear and Grub 20 Milling 30 Embankment 40 Reset 18" RCP 50 Erosion control blanket 60 Erosion Control 70 Aggregate base 80 HMA Gr S 90 HMA GR SX (PG 64-28) 100 Survey 105 Mobilization 110 Pavement Marking (Epoxy) 120 Pavement Marking (Temp) 130 Thermoplastic 140 Traffic control 150 Reset Waterline/Fire hydrant BID TOTALS Quantity 8,819.000 7,115.000 3,800.000 100.000 6,432.000 1.000 3,785.000 1,220.000 1,254.000 1.000 1.000 40.000 20.000 300.000 1.000 1.000 Units Unit Price SY SY CY LF SY LS TN TN TN LS LS GAL GAL SF LS LS 1.48 2.02 9.27 23.53 2.90 9,565.00 17.68 53.74 71.32 5,000.00 7,474.19 100.00 75.00 13.00 25,749.08 72,520.00 Bid Total 13,052.12 14,372.30 35,226.00 2,353.00 18,652.80 9,565.00 66,918.80 65,562.80 89,435.28 5,000.00 7,474.19 4,000.00 1,500.00 3,900.00 25,749.08 72,520.00 Bid Total --> $435,281.37 4547184 Pages: 15 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO 1 ui Weld County Rood 6 Widening Mon 10/21/19 Draft (pending approved plans) ID 0Iask Ink Name Mode 1 at WCR 6 Widening 2 4 S 6 ti Bull Canal extension Bull canal shutoff Duration Start Finish cc 10 •19 Qt 7/. 19 Nor 1 "9 Nov '0. "9 Nur 17 '19 Nov 24. '19 Dec 1 '19 Ow a '19 Dec 1S '19 Dec 77. '19 Doc 29 "9 ion S. '70 Ian 17,'79 len '9,'70 le . l6 70 Feb 7. ')0 rsb 9. 70 Feb lb, '70 Feb 73 70 Mar 1. '70 mono 7o tam 1S. 70 Mr 27 '20 140 79 70 Apr S71) Aur 127o Apr 19. "JO Ayr 7b '70 MTW1 I S SW 1W T F S.S.M.TWT.F S S.IA.T.WT.f.S.SN.Tw.T.r S SMTWT ►.S.S.M.TWT.f.S.S.M.'WT r 5 SMTW' F S.SMTW.T F S SMTWT F S SMTWT F S SMTWT F S SMTWT I S S.MTWT I S S:M:TW.T.F S SMTWT F S SMTWT f S.SMTWT 1.5.5W TWT r S.SM'WT.f.S.L98TWLT_r_S 5M "W.1 r 5 SM.TW' r.S.S1i4TW,TI S.S.MTW1_rS.SMTWT F S SMTW_T,r 5 123 days Fri 11/1/19 Tue 4/21/20 WCR 6 Widening s 16 days Fri 11/1/19 Fri 11/22/191H Canal extension 1 1 D days Fri 11/1/19 Fri 11/1/19 Structural 1 day excavation eq Over ex and 1 day compact c 1 fill eRr Form and pour 7 days extension 7 at 8 R 9 at 10 aC 11 S at Concrete cure 5 days Structure back fill Transition tie onto exisitn concrete ditch Extension Complete 1 day 1 day Fri 11/1/19 Fri 11/1/19 ructural tion + Mon Mon 11/4/19 11/4/19 Tue 11/5/19 Wed 11/13/19 Thu 11/14/1r.Wed 11/20/1 Thu Thu 11/21/19 11/21/19 in 11/22/19 Fri 11/22/19 0 days Fri 11/22/19 Fri 11/22/19 Winter shutdown 71 days 12 S Roadway work 36 days 13 ,24 ti Surveying 1 day 14 eR. Erosion Control 2 days 15 7221 at Clear and grub 2 days Reset Waterline 10 days 16 at 17 18 19 20 21 22 23 • t a►r at S at at 25 rate' 26 at 27 MC Embankment 4 days Reset pipe 1 day Reconditioning 2 days 12.5" Agg Base 2 days Bottom lift HM12 days Mill 2" 1 day Top lift HMA 2 days Shoulder Guardrail Payment Marking Project Complete 1 day 4 days Mon Mon 3/2/20 11/25/19 Tue 3/3/20 Tue 4/21/20 Tue 3/3/20 Tue 3/3/20 Wed 3/4/20 Thu 3/5/20 Fri 3/6/20 Mon 3/9/20 Tue 3/10/20 Mon 3/23/20 11/1 r ex and compact cl 1 fill 1. Form and pour extension Tue 3/24/20 Fri 3/27/20 Mon 3/30/2C Mon 3/30/20 Tue 3/31/20 Wed 4/1/20 Thu 4/2/20 Fri 4/3/20 Mon 4/6/20 Tue 4/7/20 Wed 4/8/20 Wed 4/8/20 Thu 4/9/20 Fri 4/10/20 Mon 4/13/2C Mon 4/13/20 Tue 4/14/20 Fri 4/17/20 2 days Mon Tue 4/21/20 4/20/20 0 days Tue 4/21/20 Tue 4/21/20 Concrete cure Structure backfill * , Transition tie into exisitn concrete ditch t Extension Complete wj' Exhibit B-1 O. shutdown Roadway work Surveying Erosion Control Clear and grub Reset Waterline * Embankment Reset pipe* t Reconditioning IP 12.S" Agg Base LejBottom Lift HMA' Mill 2 ., Top Lift HMA Shoulder Guardrail • Payment Marking* 4/21 Pagel 4547184 Pages: 16 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County; CO ui hU��'�4hh'i IJ1�1141h��d E �iNiWNk3P h'�I�d Yk�11111 I I 3 a I GENERAL CONSTRUCTION NOTES ALL IAA TIRJALS AM) WORKMANSHIP SHALL CONFORM TO THE LATEST EJNflcN Of THE WELD COUNTI ENGINtERWl AND CO NSTRUCTKIN LINTER)A TOR THE Desoto AAIIU Ct1NV3111Uf. ION OF PUNK: 'MPR0fl MKT Y TNt LATEST RE VISION TO ALL APPLICABLE 4,X)01 3 TMGM%) ST'E'CIFICATION6 FOR ROAD AND BRIDGE CONSTRUCTION. MID THt LATES r REVISION OF COOT N 4 S stAND AIDS PLAINS WOK SHALL BE 5u6JEcT TO WSPECTKJN AND APPROVAL BY AUOCRIVED WkWD COUNT r Vt)tSONNEL 2 !TEED SAMPI.N4G ANT; TESTING OF WATERING ON CONSTRUC IKON PRO.K.CTt. SHALL USE THE LATEST [DOT FIELD MM [ALMS MANUAL 3 TINE CONTRACTOR bnALI BE RESPONSIBLE FOR THE LOCAL tON. Pkt)f EL:TON AND CARE OF ALL EIUSTtK; AREA USN. I TIES. WHETHER SHOWN ON THESE PLANS ON NOT 4 ANT CONSTRUCTION DEBRIS OR TRAGK)N(. Of MUU IN THE MvaLIC RIGHT OP -WAY RESULTING FRAM THIS DEVELOPMENT WILL BE REAMJVED MMMEOtATELY BY THE CONTRACTOR UPON WRITTEN NOTICE BY WELD COUNTY, FAILURE TO REMOVE THE Mut) OR DEBRIS BY THE CONTRACTOR WITHIN 40 N(_X043 SHALL CAUSE WELD COUN1Y TUNED TAG rue DEVELOPMENT 3 THE C.ONTFLACTCJH SHALL OE SOLELY AND COMPLETELY RESPO►IS:BLE FUR CONDITIONS At AND ADJACENT r0 I HE J00 SITE NCI UD046 WE TY OF AU. PERSONS AND PROPERTY OUTING THE PERFORMANCE Or NARK THIS REOLAREI.(ENT SHALT APPLY CONTIMUUU3t Y AND MOT tit LIMITED TO NORMAT WoRKawt, PKXUHb THE DUTY OF IRE COUNTY TO CONDUCT CONS rITUCTl N REVIEW OF tsE CONTRAC TUTC5 PERFORMAIWZ Ia NOT INTENDED To INCLUDE REVIEW Or TH! ADEVUAC,T OF THE CONTRACTORS SAFETY SAE CASES MN. ON. OR NEAR THE GCJNsTRUCT TIN SITE e THE CONTRACTOR SHALL CONTACT THE UTILITY NOT V ICATICXI CENTER OF COLORADO S' 100672 I%7O FON THE LOCATION OF UFCNKYIOUND GAS, ELECTRIC, TELHFTKJM.. cABIt. WAIEN AM) SANITARY Alt rocs AT LEAST a HOURS PRIOR TO Ti* COIEENTXMLNT OF COMURUC TION 7 I1* CONTRACTOR SHALL SF KE$FKJNSTKE FOR CLEANING NEARBY PLNSLJC $TITLE T5 OF MUU OR DEBRIS Dot TO CONSTRUC DON AC 1 M TY RA 11A TED Or SAID CONTRAC TOR ON A DAILY BAS'S OR AS OTHERWISE DIRECTED t r AU T40R1A2D WELD COUNTY PERSONNEL S ;HE CONTRACTOR SHALL Of REQUIRED Ti) OUTAN AU. PERTINENT PERMITS INCLUOD46 mow! ()f WAY PERMIT AND SWASP PtftM,T PROM WELD COUNTY. COLORADO 9 THE CoNTRACI OR SHALL CAMIST TRAFFIC CONTROL PLANS THAT CONFIRM TO THE MLJ1CD A MNIRAMun tK 2 WEEKS PRIOR TO AFFECTING !RAPEC RJR COJNTY REVIEW SUW,NT PLANS IC AMY JOSEPH. (PERMTTANC?T[NSW C1IUNCOORDINATOR. WELL) COUNT Y,COLORADO PUBLIC WORKS FARMERS RESERVOIR AND IRRIGATION COMPANY NOTES: A FACILITY WINER IRAQ 6 PROPERTY OWNER • ARNIAIT Sr'T f.W11E6 C CONTRA:1t$t ASPHALT ii4.CtALITC0 D t'CSIFTIS PARANOH. LMarteTCW t ALL /00.141FYN NC rat can !RUCTION SHALL BE W A(X.OIRLANCIF WITH UE FAFBAXY RESERVOIR AND NW WTK)N COMPANY of SKIN RE VI*w MANUAL LATEST EDITION EirlEPT AS IMEtwIcAT t V HULA ILO Br RISE PROJECT ORAL W GS 3 cowmoOR SW.L DEJLIn. INMAN, Y NC NOW FRICO 'IWuLES) PROP Any AND AU LLAsm PEAL NO ALLEGED. IN O(IONECTILM WITH THE PE JOIWNICE OP wogs Olt nes PROJECT. F1fctPTNJ FOR t IS in ousso: FROM THE CRTs NtOLIOEM;E OF FRICO 4 PRAT) APC n5 Ac)FT(TD OR CONnut, TANI II DO NOT WARRANT OR MAHAN TEL TIE AIRCWA:Y LW OE MOTO REVIEWED Me APPROVED SY ►WCO TOMOS REVIEW Of PROJECT REIN:RTS PLANS. ANT. ;PECS k1ATKNS IS FOR THE SC(! SrNFRI of FRIEL' Tu IE It AMINE i PRJ IEI,T DETAILS (.uNFCWA to *NOW OE S'Jfl GLOBE L PIES MA.Tr,11 A NL NECaaAR' TO REA&INAS&r ASSURE THAI PRO ECTS 00 WA AOWIT6tt T AFFECT 1 PE P'AOLI TIE, (%4 UPERATIONS OF !RICO t C;ONTRAGTOP SHALL MUEDULE A PRI CONSTRUCTION bEITWG VIER FRJCO RIPRVICENt AMA AND 'milt courov AT VAST 11 HOURS POCII TO START W CUNOIRuctIOII THOSE IN ATTITCANCE SHALL INCLUDE WAHL We REPRESENTATIVE EM•INEER CONTRACTOR. MID OTHER AFFECTED ACZGNC.1ES COMM 7 FRO: ERIN RASA Wit C Rt (MSTRIBVTED Al THE PRE •cCn TRucTION MEETING ICCI•lICN APML(rin SY FWCO W" IRK GLEAM OF TM IMPROMAILNts APGCTI ILL) 'It'TEN fetALH NOT I;t wenn In. AQTW)RQAtY)N TO 50(1N WORN( MI (AMMe4T ON LICENIF A:.:RT ELLEN I APPROVED TEMPORARY Acct!$ ANt CON3m CTRA4 PERMIT (INCLUDING RAO'u THAT PIEUXIFS 'E on, MONTH AND YEAR VA ITC WOO( is A►LCAMEC') ANC) MIRTEN NOTICE TO PROM() !MCAT PRTCOS UENERM MAwAEN ARE AL EC TtELJLNIIED MRKAM TO CCAMENCN4C. CrFOTAK. TEN ACT resrot.wwPKi oat ANIWNAt C5 me =sow PLNO ANO EASEMENT UN I.kZt ( ACJKLM(N1. AM) PRIOR TO THE PRE-CCIt%TRUCTEN MESTNEE R MLA SE THE F4"SK)d1RM17Y of THE CCI(TRACTM Tn newt A LOMISTRLA;TPJTI SCJN-CuLL TO ►RICO FOR F5,IV*W AND APPROVAL FM EUS AfPROVA1 Lf TIK CtN STRLKf CM MCIEOCJIL w N 'RTCV' SAX ONCRITICOS AFC FRC) MAY RtF.1o( TO APPIif A SC•eolRt IF It MAY IMPACT THE CANALS (fl 14ATOIl OR MOO'S env m warm caw AcXESS ITS FAGUTIES. COFFTRA."TOR SF4AL Mt MCI C)N%TRUCTL*4 AcTiviry TO AREAS TWFNET) AS P!)AMLFENI AICOL TEMDJ'+Aflt cONYTLR)C'MJw EMSWNTI UNLESS UTt( pewee Au1IOtut St mica ANC PROft*rY OMNE)t. E CONTRACTOR SOW L THE REEPOSt .kT FOR MA►4TAMING C:JNTRA)ONS ACCESS POR PHIALS PI IclotwEc AND FOUP•MsM MO RO OE LOGIN OP TIE COSTING CANS. nf4oVOInOUi THE COURSE OVINE PROJECT. 9 ALL MATERIALS AND WORNMOM.PCP SNAIL SE SIALAC1 ID INSPECTION ST FRICO Me:Xi R'3PRVFS Tie KWI T T U ACCEPT OR REJECT ANY SUCH NATURAL S AMMO WLAIWAR Il44' THAT cowl costa. To STANDAW3 Ape SPecticA KI n CLTNOtAcIOR SHALL PROWS RCP (NCAWIR)6 10 FWLV Ft1N EFIGI EeRTNC1 RMVSIW AM, APPROVAL PRICER TO M•6TALJJATION LIP MAMMALS OR PACALITIES Hot two BTIOv D'MWNOS ANL ::KATE[' CMIIRACTOII SHALL vow., At;C'URA;Y 6OTWEE N WORK SET F IN ()N OWN PI NOR AND WORK RF:OLARED IN T Me. raw ANY O SCREPAI :ITS ■HALL BB SkWc(n TO Tv* ATT!NTEN CY M FWLItIU N MITERED TIONIE6t�N�T.AnT,.I.V�E PRIOR TO START OF CONS na1CTlON I1 IT 3 THE ENOPdrR'S RC SPOIMM JTY 1U RSiIVLVI CONSTRUCTION PROSLEI R WTH4 PNKY/ (MUM TI) (;TWIT:[ O c(N6XTIONs ONGt vNIDEO RV CONTRACTOR OUk*KT THE ATMORE SS Of ANY rouTN R4 Ls T1* sRO.CsMA woos P. N The Nett oetW't or nem PROPOSED Al 1IJ•ATK7N5 TO THE. APPROvTD CONSTRUCTION PLANS NV(A.VES 1KIMFKr1NT C'MFAO$G 14 OAK cwAtMCTP* CM' THE AVMS( LW 1V THE FU: L%4 GJO/TE.,TMAt punt C (1R PFWATE MPRbase.TS. EM35EtR SHALL sr RIFWONNN I FOR suIRETTMNN Et VIEW PLANS TO PSCA HMI REVIEW ANR MFFR(NAL PRAM TO ANT f%MINIM C(I16TNLCTION RELATED TO THAT P0RTON OF Mt W(S El I4CI,ICWATER E*COUNTERSD DOING ormanUCTXN STN' NOT M NraIVASED -0 FR ICO S CAM. OR OTHER names WITHOUT WRIT TIN APPI*7JAl I ROM Tit FRICGO GENERAL MANACiBR 11 AL' CONWETE CI6rd) FOR THE PROJECT SMALL C CfSORM TO ACT MO TIE CONTRACTOR SHALL WPM.* FRIL V 'MIN 3eecTP MXtAw a ASO WELLR TUITIONS FUR ALL PRE 4ABRICATF-O GCNCMT! STRuLtu tEs lu Ivnst%E CWeORYMKX to AC; 760 14 WH ISLE ?NE EXCITING NEWS I%4 ROTT(W tY THE C ANN ARE DETIJHIU D AND et ti le fl A(6P THE TOP TW9 /BIT or IAflt1t1 MATFJuAL MILL IK CLAY DONTAIINrJ AT LEAST 40 PER,ffENT BY DOW WEIGHT PASSING THE 417Qe ►TEYE,YM(!St AFC A PLASTICITY •CC 4OF ti 0R GREATER AS AN ALTERFNTNE THE EM MA° MATNIML CAN SE M3'ET+ WITH TWO Pf7E:CNT F*MOCREU URA MIFAI TO IT! Of ORY *410141) PMOVIDED lit EXISTING TK%L S CONTAIN AN All EAST S PERCENT EWES TIE MATERIAL3 ( ON COMPACTION SHALL HAW A PCIORAINUTY LE% Nieman MOAK TO TX 404 CA''NC AB OfTERAMTEU OT AS TM U MSC 3 Mt LronfeIL't et AT LNRNK. MINI BI COMM►AC'1CD TO TO% Of THE MOOR it 0 Panel ON CAST A WW1 ANC *n1M 7K iu .n of wit c*rMUM MONYURE C.CM'ITFNI rms. SHALL ec PtJLCaf N nod tats WITH 1MMSM All LOLA*" on TMCRNE55 OF 12 *CMS PLACEMENT (7I Pock MLCWts MAY RE .31 LIRE riVITHIAlt DN(t AND (:I Cumama' SACK TO US1AN Mt MOUE= COMWACn(IN To Act PROPOSED MATEHIAI TYPED TO RE USED AS N?D0F41. OAT LINEAL AND 6A.'*flU SIHAL L K DWMTTTEO TU F INCO row APPIIOVM PHOOR TO PLACEMENT NATERCALl GRAN 7122 ANALYTU6 (As TM own AI TtlitIERG Lam a!NOM DO) TEL AND MOO GAF..Ale HEIR RELATTONSI IP TEATS (AS1M 41667) SHALL SE COAIR FTED. A6 A MINIMUM ON EAt)L SOt TYPE oft AT A RATE Clf )O0 cv P MATERIAL PLACED. wHicHevir IS WIEATER II COMPACTION Dr M.DOPIG. CLAY LoINU AM) ALL TYPO of SACXF41 SHALL PE TESTED At A RATE of Al LEAST Foil Ten r[R too sown FEET OP 51.1 MA IERIAL PER T1R6 FIEOUENCY NAY SK ALTERED 6Y /.K EFATNEDT ea MC° REPRESEATATIK DEPENDING ON TM PROJECT. THE ME W)OS BY WNKJ. THE CONTRA[ Tuli fl USING To OE TAP. COWALTCN. OR* ORCUNSTACl3 WARRANT ADOITKJNAL TtsTlNO. I PE MMHG SMALL St AT YAHOOS MYTHS AND LOCATIONS THE ENGINEER (YI AN OWNERS INAIRESENTA1Nt RtSLRVP.6 THE WAIT TO RIMIEST MOTIONAL TE tTR NIL MIENTMP** THE LOCATION of Tf3t*IQ THE TE %t*C MAY OE COFD'LETED GONER RY INC CONE COMITY TEST (ASIA 0100E. OR Sr THE NUOLEAR GAUGE tAE1M owns MKTICOS TEST RESLATS SHALL OE su016111n TO Fitch S REMLEMI,FIIATMS VII THIN 24 HOURS OF TNT 1151 OR ON INC NEMI wcaaio DAY UN STUD 5d)C U&CWES Pit MMTERML3. *1E1NUM MAT 1.0CC TM SI"GRADE $Oth. MAY M1E RIKEJI1nD TO Of MA el N M')Itl2UKTA( LITE Al ONO 14! SLOPE TO ACHIEVE THE REOtfRPO COMPAC TIN OM M1100 was (AEATE NY CAROM C SECTION TN.t ,MIL SE CUT SAO( TO FORM lit :KILT* Staff' ze CONTRACTOR PIALL MANI AN M I KNOT AND 01►ER EROSION AND SSDEcwt CONTROI LIMPS (1N A (MAY I AOO AMSHALL PREVENT M I MS FROM ENTERIC INTO TIC CANAL OA LXTNTRLCTOIR wti. Pt 1U EPJNCSI TOR UM Y CALA14N0 of CORN THAT EOMR% TiC CANAL K AMPS FM 21 titns *women aP I>L MANtrkrl•M;L minnow, K N PLACE, CONTRACTOR ?NIA. L NC NT BP(*$CS E FOP Tit ✓ROPEIt FUNCTIGNIFRL OF PACAiI Y IMPROVEMENTS FOR A MINIMUM tf THY/ YEAME PROM TIM ELATE OP MUSS TWIN. COMPLERON r CONSTRUCTION AC(LPTM4Cf OF THE IMPROVEMENTS NV FRCO ARY FAILURE (X PRIOR INN PENce OF WlA ANTE! SHALL 6I ION SOK,D BY CONTRACTTy1 TT) TEE- sAtRJAC'TlRN of now AT CONTRACTORS EXPENSE 72 ASP ALT DOCJME Pd 15 ML TO SE 6OPILNM TO ITMCO PROP TO RCAISTANTML COMPEL DON A COMITRU(:TluN ACCEPTANCE OP THE IMPROVEMENTS RECORD TY%;CMasNi$ SHALL at Rafe TED EL E( IRONICALLY IN SON TTDF AND la/TOGA° FORMAT Mum TC' (RICO ACCEPTANCE AS-SuI. T ORAW$VG3 IMAMS ec SIOIRY) AND 51 AMR'PD SY A RE(9STERED PROCESSO AL TJAANEEN SETA' I WAXER Pf%Rt 9 Al PRICus RAM LIMITS ON BOTk SCE 00 THE CANAL TO t7ESINNIE 11* t ()CARE OF ANY CN.OEPs340uFR) TITS ITER 1v 11 IM a. ADDITIONAL FARMERS RESERVOIR AND IRRIGATION COMPANY NOTES: ANY I.JOSTSIO P11CC ACCESS RON) THAT IS DISTLIN EED O(S*IN TIE CONSINUCICN PROCESS MIST M REVISITED N A:C'OILOAM.t WITH THE 'ARMORS NMvwUN MC IRRIGATION COMPANY DI (alai VITkRN SEClaT 43 AN I PlictKII W OR (MA( CIA SPRY WITH '*114) THE ENtiINEER of REC.(1R0. RC OWNER AFC THE Ct1MITRACT(TR 31NLt- TAKE PLACE PIOUS 10 CaiSTRIIOTION m VERIFY THE EXISTPCO C(S000N Of TIE SO[. PRIOR TO n NsTRuc T1ON or 11* 0OJI CU.bIRT COWAN* AManta NSI'tc T WN MINA TMQ RAGS TO MIROt M NTERs CO lonK%4 M I ie t*)X AFC TO CIMIFY MO MANY CRACKS THAT HIV! NAVE OEVtt(JPFD DURNC; THE *OCRs/ CONOtT on WELD COUNTY ROAD 6 EAST OF WELD COUNTY ROAD 11 LOCATED IN THE NORTHWEST 1/4 OF SECTION 25, AND THE SOUTHWEST 1/4 OF SECTION 24. TOWNSHIP 1 COUNTY OF WELD. STATE OF COLORADO FR;cO APPROVAL KOOK ROADWAY IMPROVEMENT PLANS VICINITY MAP SCALE 1' - 2 300' THE SiONATUR£ OF TIC GENERAL MANAGER OF FRCO is FOR THE PJRPO.SE3 OF ACCEPTANCE OF THE OLEA)1N OF TIE PFRIMTED STRUCTURES OttV THE SIONAi LONE SHALL NOT IN ANY WAY CHANGE THE RJGHTS AND OSLIGATK*IS OF EITHER PARTY WITH RESPECT TO THE AKA s BOX CULVERT EX1EN$1(W TO MICH THESE DEBKINs ARE ATTACHED FR1CA 181XPRFzLSt Y RE( TING UPON THE DEVON 5TANQARDS AND PERFORMANCE ST *HOARDS SET DOWN *4 THESE OFAWINOS AS Westin ED SY ASPHALT 1PE CA. LIES, INN; SHAtt BE SOLELY RESPONSIBLE THAT, AS CONSTRUCTED. THE PERMIT TF U Y 1 RUC: TAKE.. SHA: PERFORM AS SPECIFIED MINN GENclat. MM4AOER, THE FARMERS RE wENV()If ANN) IRRCA1T0N COMPANY BAa131* BEARING THE NORTH LINE OF SECTION 2S. TOWNSHIP : NORTH, RANGE 66 WEST BETWEEN A FOUND MONUMENT AT THE NORTH QUARTER CORNER A T ALIJIA UM CAP IN A RANGE BOXED STAMPED 91.3 aura- peel :Seals 0B e-3153B6I 06) AND A FOUND MONUMENT AT THE NORTHEAST A 3.1W ALLISON CAA' IN A RANGE BOX STAMPED 9LS 24.30S - Net mon os Eu3156090 46T ASSLANFD TO BEAR Set 4flrE A DSTAWCE of 1634 06' BLNOWARK. NOS POETfWYS SURVEY CAP ON STEEL RTC W CONC. MONUMENT LOCATED 3040H SIDE OF LORD SC IS MULES FAST OF INTERSTATE 25 22 5 FT SOUTH OF A V CONC. WALK MID 1.5 FT EAST of A 6 T oHM WATER MANHOLE ON THE SOUTH CURBL NNE OF VCR 6 ELEV. NASD 1901 • stab 65 t7WNEWDEVEl(>t'ER ASPHALT SPECIALTIES INC 10100 DALLAS STREET HENDERSON, COLORADO &Ni4U CONTACT DAN H4UNT PHONE 30J-Js40555 ENJRtEF.R PARAGON ENGINEERING Ct)NSUt TANTS INC 7KS2 SOUTH FLAT' STREET. SU(Tt 101 urn. E TON. COLORADO 60120 CONTACT 1000 CARTWRTOHT. PE PiYTNE' ?WV 71443 44 NORTH, RANGE 68 WEST OF THE 6TH P.M. SURVEYOR. RED ROCK LAND SURVEYS. Lit 'MAW ONTARIO PLACE LI TLETON. COLORADO 60126 CONTACT JOHN KMAT7. at b FICHE 50341M BZOo INRIOAiKIN DITCH COMPANY FARMERS RESIVOIH AND IRRIGATION COMPANY (FRICO) NO SWIM 27TH AVENUE BRIGHTON. COLORADO 60001 CONTACT SCOTT EDGAR PHONE 30.14150 73' 3 EXHIBIT C ( SHEET INDEX SHEET MI. SHEET TITLE I COVER SHEET 2 3 Tr PICAL CROSS SECTIONS � DEMOLITION RAN 4 SITE AND STRIPING PLAN 6 went PLAN MD PROFILE 6 WGR 6 PLAN AND PROFILE r >• WCM 6 CROSS SECTIONS 6 w at a CR065 5ECT1of18 O .— Wc.R iI CROSS 4ECnONS ID ACCESS DRIVE PLAN AND PROFILE 1 i iIULk DITCH PUN.AND PROFILE 12 STA . DITCH L/1404 DETAILS 13 (f1ADM10. EROSION AND SEDIMENT CONTROL PLAN 14 TRAFFIC CONTROL PLAN 16 SION AND STRIPING DETAIL SHEET 16 PHASE 1 PLAN --1 17 PHASE N PI AN le PHASE Ill PLAN >r ImliaallITT Ile M�'I4F P44:74.41/4wA. � r ♦wIT��P Ir.P11M.i l M-- r IS' Tats ran. ffr I !mans i 1N11ZL L1YCMAL LXUbb Mt; Iles r It -a% . .am—'.rs 41,LAIAiL rYPRAL {(�•l•0�6S.MTiVT' •11rwM.___•21.:=4.1.7c. Br f^y- .4, if 1 ��(ta.-- - Pte! al TIMYI S.. .Ma.IM�A�+A e . fAP.w MSS%r.RI1•ii Ole NOEL QSLus kINF•�• h -WILLA i'oViiT�--�- sL..E;inLi wogII PASTI4ENI . ` O -4 .LY. r�'w'�.�.�- — ` w�. - «••••• r It I*MAN (TM t17ltIP Witt -1 Ff11 MIEN • WELT) COUNT' tN(JNNUl1Ns L CONSTRUCTION CPiTtKIA Km* wears below. Call before you dig. ENGINEERS CERTIFICATION HEFTEBT „ENTITY THAT THESENOADWAT B.IPROVEmeNT PLMt9pug WELD COUNTYROAD WIRE PREPARED Cr TAE /XL UNDER MY DIRECT S&$'EPMSION tee TODD CART WRIGH I , PE COLORADO REIISMIRED PROFESSIONAL ENGINEER NO 33.'65 REVISIONS iYIELOCO. COMMENTS utAJ$Ooia WELD CO. COMMENTS 0.177742010 4 REVISE ACCESS LOCAMEN.2018 c Fc.PRf%IFJEJitl4 W CLIO/31,201i 6 W U)CO COME ET6 Erin WPM PARAGON ENGINEERING CONSULTANTS. INC 7852 SOUTH ELATI STREET. SUITE 101 urn E ION, C0 80120 303- 794-8604 I WELD CO CCJM LI ETS oV12,2G/9 B WELD CO. COMMENTS G4'T4A2019 ASPHALT SPECIALTIES WELD COUNTY ROAD 6 EAST OF WELD COUNTY ROAD 11 COVER SHEET A WEto co. COMMENTS 051202019 TO WELD CO. COMMENTS (16n2J2Otk DESIGN TAC D TE 7/3(V2OiM SCALE: MA DRAWN JAW P'1tOTECI Mt 17.014 SHEET 4547184 Pages: 17 of 45 12/05/2019 02:11 PM R Fee.$0.00 Carly Koppel', Clerk and Recorder, Weld County, CO ui LSDI NW TYPICAL ROSS CROSSING NOT IO OGLE EX I NCUDSR Ex roam,. R TRAVEL ENCIwO GROSSO DIMNO ASSOLT TONTINE, CU EY ASPHALT? 1 r 5070 µ4A0011100, WS,T, 4ANES SECTION WAS CREATED UNNG ,6Po0T MMON CESARE INC PA0EMDIC TW006050 MS10NWELD COWS ROADS W10ENI.O ASO SORTSNLLTNOE PAWS MEND COUNTY COLONS* MODS 661TYOS. DATED DECODERS COST CONTACTORS RCCNEJ60LC,OR USSOINEENTESTRFPWT EON CONSTNCIWN ST I ONOADfI1 EMI ODVCL TOWNE MOULDER GRAYED L r UPC a4EEI 10011Cr Lwri YN url SLMPoS SOOT LIME LIS oE21WM BOSSILY', IT �COULEE BA COULEE CLAM Ern) O TYPICAL ROfjD CROSSING STA 0 15101V i 708041E IZTNA LAN MN DE INTONOTS N TONLIF40('pw45yllPT ,STRAYE4 LANE JOSRU GROWS ENSTNOASAOIT TORO.. Kn. MOTION NASD. =AMMO SPORT SOON MUSE E INC PAVEMENT INISOE69 CMS' MD COLDS ROADISUX LDS LSE MINIS IY YR0 AWL CSORAM P061EC1 HO 1T MW.EMI MCMINN E. RIS EASCEE W7406 CONTRACTOR REPORT COINIMICIION TURN IANE untM '11411 • GXAYCL 781200-30( swan TUNALL6r EA tMEW1 SAUCES LIFT ra Po a u11rol0DR0N LI T �Y SOOMOSIN CCSSM SAtaa(SP1 °TYPICAL ROAD CROSSING STA. 12 59 TO 16450 SOTTO SCALE EA 1 aOp01OER Ex I ORMEU 12 SAM EWE WLL EL ASSISTS 1 1 EOSN0000LW 4t7=1= ' L SCIATINN MAN'S TO REINA KIM TYPICAL SECTIONWAS SLATED U0NO REPORT SSD CFHRL u1C PAV[LSM T W CIOJESS OESFII 10 OOCMIY ROAD xO . AS UN NORTH EASE MCC, ...LOCUMS' COLpAM PROJECTS° ISSN, MI[0 SCONES IT SIT ONIRACTOR 1000011010 ION USW TIENTESTREPORT FOR CSNTNCTUN EL I DODDER EX 1 Su4El—S SNSACER ray PO 0.311100) 000 UST 15 SP PO Ms OEM SCOW LIST re MENET NOM BOSON UST 'STAMREWTE SASE COME CLASS EV, OTYPICAL$O D ClIOSSINO STA 10100 TO 23.00 I TO SCALE YD 1 IZIZMUM SIOER NNC 'SWI M LAW lur IIW OAvu YEOIW, Mu.IXA.NILLTr IONIIFTIPIEMLILBTI O0STND OU NO SEXISTS) ASSALT TO PODS STAG, SECTION WAS CNEATEDUSM] REPORT 3MUMANE00010 NC MYENEM 000047]9 mION W W1 COUNTY PLAIN 0 MOO.. A. ,MIN TAATNSE ENMITY WELD COUNTY COLORADO AUIECT NS SOS0 GATED MSS. IL TOO CONTRACTOR IS FOR RESSOIRSIED HJNO SC DIET SUITORS EX I SMOULDER CA1GUM 2EAroO¢eINCITOPlrtrSu SS 0 CO ISLET 001°0, POOLE r a PG ELS NCO) BORON LIFT01 MS ADOES'S RAIN MOOSE OAST SISSY, ®TYPICAL ROAD CROSSING STA 23100 TO28.90 SCI TOMCAS 17 TRAVEL NNE LULL ASPHALT 2. rurOOL0Ouw TTsuFTNlNalm IZAGtfI 1ZTAVCL. LAVP -r LANE ISSNNOGROSS EAORU ASSIUT TO REIMS 100111 MOMS WAS TREATED YaWO REPORT N mum IOC PATIXMTOSOIIU NEWS MR MI MS MAIN WDfNW° ASO NORI 1COLO.06 P00(MACINT YELL CMNTY DEMURENESS COMI CTNO NNCIMp TFD REASSESSES Fn.. LUNT TIE IAN. WPC. OR CONTIUrTON. KREww119Pohelow Cell bolo'' you 1118 IIUVE5, 40906048 $10760 SIGS) TYIY SW EMI 01 PSIS 0101 NEAT HE 1M All Of TIM AS SNOIO ON TN0 MOST CURRENT VERNON 'SCOOT ASSN SUMS -VI SLN NESTOR UFTJ EMUS L OPT SAD NM MOLE LOT a a 11m1EDTONUFT 12TAOSICCATE 0.KC0.0LSE ()TYPICAL ROAD LILUOSINO STA 0001 TO 12.59 SOTTO SCADS 0000)006 C a PARAGON ENGINEERING CONSULTANTS INC Nu000 COAIIS005 O 1 1052 SOUPS FLAT) STREET SUITE 101 W6ON C04NCMa UTTERS „ OTT -ETON CO90120 803.19E -060E PFtlE AIYAGS 40001 75014 ASPHALT SPECLALO1 ES WELD COUNTY ROAD ?00ew0uma5pp0 MOUTON EAST OF WELD COUNTY ROAD 11 MOM MUMS ONSETS 00600006100004 EDSO E TYPICAL CROSS SECTIONS WELOCO COS.. SIGN 1a MOM CIXWENTS MOMS OESWL IMAM I00a010 ,SCANT IYA WELD CO ED ENTON IS.S0N1Y SAW NW PIRERIA NIT 2 SHEET 4547184 Pages : 18 of 45 12/05/2019 02 11 PM R Fee.$0.00 Carly Koppes, Clerk and Reoorder, Weld County, CO VIII PAM U1141%1411 III STA 043N197•132YlL) rebrear MaLI &10Aldl REPLACE EX 1b• PAP w n - _ - S LSTA 421.9619 K6'(RI 3l(JNIN(G OF SAWCUT b r MILL BtGI(MNG OF `OE SIGN AUGMENT N 1264052.24 E 3163121 25 O LU (U t/) 515101 _22r *' LEGEND L 1 EX;STMKi PItCH I .Of WAY SECTION (SC MOPEKIV UNE EXISTING CONTOUR EXISTING GAS EXISTING WATER EXIST NGELECTRIC EX)STNXI FIBER OPTIC uXI91MKi FENCE LINE EXISTING OVERHEAD POWER UNE EXISTING STORM LINE EMLTINC TYPE 'C' INLET EXISTINU V(JWtH I JIA EXISTING ASPHALT PAVEMENT PROPOSED CoranuR PRCO3SFO CONTOUR (BY O1HFR9! PROPOSED DITCH 141 r, .17400:�r r• r-, 58,7 Y1 CO Fp INV St•1 I 3:1 L nultalics I - REMOVE EX la"CMW AND DITCH 1 - REMOVE APPROX. 555Y OF :NC;HLTE IRRIGATION 01mM FU1LIRE RIGHT OT WAY SPOT ELEVATION EXISTING GROUND ELEVATION PROPOSED FINISHED GRADE INVERT ELEVATION CROSS SECTION LINE NUMBER PROPOSED SLOPE PR()P(ISL-O PAVEMENT STRIPING PROPOSED ASPHALT PAVEMENT PROPOSED TEMPORARY ASPHALT PAVEMENT PROPOSED (•'LAVA SHOul PIER PROPOSED ELECTRIC PROPOSED POWER POLE PHOPUSEO RADIUS ALIGNMENT OFFSET TO RIGHT ALIGNMENT DEEStI ZULU -I NIA LAIN NH, .S N t?S4OS9.0e E 3159561 Oe * a ,EAST BRANCH OF THE B1AL CANAL ,RRIGATI(1N + DITCH RAW Taca MILL 7 4G Sr OT 4 EXISTING ASPHALT R(MG Y DEEP (TOTAL) w awes a M SINS MP SO i S ,Y N12641)6706 fi 3153812 2S _ a _ MILL TADS SY OF { EXISTING ASP11AL I - ROAD r uttP r TOTAL) a my _ _ assaying!, .71:ein. w f+r Y •rte WRC2 eflaw M S r. Soli••rr e e l A MS OM a '•- 2IWS 11- SAWCUT REMOVE 005S V. OF ASPHAI. T PAVEMF NI 12404/ Z n< saallassaaflaa S ; -4 .f'31.ff i 249,D,44't 25,r f.;4 pel *CV,.! • - 1 A _ l8!16IP OF SAWCUT FI MOVE 00S I.Y. OF ASPHALT PAVEM-.V' Know whats below. Call before you dlg. j. 13000 7�-r Jr Oak -�_ STA. 26.97 J➢9 119.90 IL) _ -. END T MILL ..r _ r.�7 STA 28.93 93 / 11 S7 Sr END 07 SAWCUT s r MILL _ W z J r U I- 4 NE114 CDR SEC 2t N ?ADM 06 E 3156090 46 1 ( 4 re I I END OF DESIGN ALIGNMENT N 128IOnis F 3/511/15 11 i 1 i PIINI ME an. 1G y. I REVISIONS 2 WELD Co. COMMENTS 01/0612019 3 wa0 CO. COMMON TS OX21/016 PARAGON ENGINEERING CONSULTANTS. INC. 7862 SOUTH ELATE STREET. SUITE 101 LITTLETON. CO 80120 303.794-8804 4 RCVISt ACCt$S LocAlleittolt s RD N$RQVEIIENT$ !l OF cra I WELD CO COMIMS*TB 01/11/2019 7 WELD CO COSMAPETS EGI12/2019 I WELD CO COMMENTS 04/04/2019 ASPHALT SPECIALTIES WELD COUNTY ROAD 6 EAST OF WELD COUNTY ROAD 1 DEMOLITION PLAN a ry0$4r ,N zrone.4 '7,4._ Ol,,...... 107. 19-'.. • ._... ... ..:., .. 9 WELD CO COAMAENTS 01Y2d201s DESIGN lu WELD CO COMMENrS06112i2019 1DRAWN TAC CAT! Town HI JAW PROJECT NO SCALE. t• • .'A 17-014 SHEET 4547184 Pages: 19 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO III EVIATIMINNITAIFIN *MOW 11/2(1thikliti BEGINNING Of _ DESIGN ALIGNMENT N 1254351 74 E31331r25 040 CONTROL r3(OWN) RECREATIONAL ST()RAGF ROtUTION.S2 LLr PARCEL NO 146724300005 ' STA 0.3699/066 ll.)(.1 \-STA 0•36 96 11 7I (ft} /13) ASSIS VUE PARCEL NO. '4672440001f SEE ABOVE Li J l a STA 14+50.171 11.94' (RI - F_ A* STA 164-06.36 / C OC ILL-, - ... as saes OEM 55.1 REDIRECT TAPER 661! 4.00 .STA 0.96 73 7 0 OD (11- N1M COIL SEC 23 rN 1284060 O6 E 3153551 OK ( I< ,N t a IC)STA 1641646I12OTT (R)-•i 15+00 ->�'r fir' T 1r Al :CEI.E RATION LANE t • IC THRH LATE Lr2LHKiHT TURD E -.45:19 TA IS•7122/10A(Y(R)-/ / R75' ®STA 1S•7t 22 36 CO V STA 15.81 23124 W (R)� I s. r.RATI<Jnl t./INE • 377' %? STA 16.51 90 / 73.90' (R) •Ire&(600'TOTAL ) STA 16+36.72 / 101 OT (R)' LEGEND .r Vann EXIST WU RIGHT •OF -WAY SECTION LINE PROPERTY LINE EXISTING CONTOUR EXISTING GAS EXISTING WATER EXISTING ELECTRIC EXIS TING GIRFR OPTIC. EXISTING FENCE LINE EXISTING OVERHIAO POWER LINE EXISTING STORM LINE E %1ST INC; TYPE 'C' INLET EXISTING POWER POLE PROPOSED ASPHALT PAVEMENT $ } 3 .-STA 16.75.77 10 OO (1) at') FSTA: 16.75 53 i 12.0•34(R)&. /. STA-te•64.351e.ar(RI (� 1 N- SHOUA L WE PARCEL NO 14672440085 STA 7+61 25 /6.00 (R) tj rx'St r t, - - 12 __J ___ _.t . 12 • 5.'11 TRANSRKNN TAPER=600 "?I•"'2 ' 18.30 VI 002. J8TA: 6.48.07. 12.06' (RRR I / I 1 °ERECTION POINT TO TRANSITION TO EXISTING CENTER LANE HUNT BROTHERS PHOYE H,ttJ Wk. PARCEL NO 146725100030 1. CET TURN LANE • 578 ....(07;78+671113 1291' \ WRC 61V.13 . -STA 17441 2•1 74.1,0' (R) --STA: 16.66.43 / 73.90 (R) 0 LSTA 16.7702in.917Doe STA 15t62 901 73.110' (R) ) STA: 16+76.24) WI 97 (R) /A) - STA 16+70231 101.17 (R)%1 —56;10 19697 3D EC FB ITV I I>-...:911\0.41 PROPOSED CONTOLIH PROPOSED DITCH PROPOSED STORM SEWER !Mitt RIGHT LIE WAY SPOT ELEVATION EXISTING GROUND ELEVATON PROPOSED FINSHED GRADE INVERT ELEVATION CROSS-SECTION LINE NUMBER PROPOSED 34OPE PRoPoSbDPAVEMINI SIHIPIN:) PROPOSED GRAVEL SHOULDER I/Nort)8ED ELECTRIC PROPOSED POWER POLE .w 8 SHULL UFI. 'A' 6.95 i' :4.86' eV. SHtx1A L VUE PARCEL NC 146724400016 C -A 20.15.03/600'(R)Q DEFLECTION POINT 657 1• t )0ST 12 TRAVEL LANE 1 , 17 LEFT TARN L RN.. - 1 ACC- iEHAII(INIANt'- IRRIUAIION DITCH R.0 W �w�4[(y�EXIST. 17 THROUGH LANE WRC 6 rgin-(4) " "' tt.00 r>ty'S't 'FtAttlifr 60' STRIP FOR THE EAST BRANCH OF THE NULL DITCH (:ANAL ROO$( 401. pAfF 783. ACCELERATION LANE a :160' _ a T / -STA 12.11.441047ILI -,-,1,.(,11 HOW 1:t.no Al.KGNMENT CONTROL 1UNE (VCR C CROWN) 7- SECTION ONE .a--.•...�. — I 14.(x! _--CL__ I 51,4 10.3O.S2 / 24 Ott (R)J -r tAIVE •409 . 18 S • TAPER • 222 4 244X. -AD STA 22.33.04 ( 12,077374 2,0G lR) / "IV STA 720311113 /74 017(R)) HUNT RROTHEI'tSS PROPERTIES INC PARCH N(1 1467751n(MYII. SIGN AND STRIPING KEY. 9) 0 LANE UNE: WHITE 6' WIDE BROKEN (TIP. • ( EDGE LINE WHITE 4' WIDE t ENTERLKVE UOt.SLE YELLOW 4' WIDE SOLID PAINTED MEDIAN DOUBLE YFLL(1W 4' WILW SOLIo CHANNELI1IND LIP& WHITE 6' WIDE SOLID SIOP BAR- THERMO PLASTIC WHIIt 24- WILL SOLI() 317. SLOP 31t44IRl-1) :,c' LEFT LANE ENDS MERGE. RIGHT SIGN (W9 21) 3IY LANES MERGE SIGN (W4.2) J(1' NItit+I LANs: Mus I TURN RIGHT' WIN (X.R3 7R 1 Q() MGM 1'UNN AR/NOW PREFORMED 1HEP14OPLASTIC CO LEP-T TURN AHHOW PREFORMED THERMO PLASTIC fitt MER(3t ARROW PREFORMED -HERM() PLASTIC 43) STA 12+65 0b! 24.00' (t J `I Q) STA +2.86.72' 36.00' (R)-) -- 16.6:1 TAPER •222' ' A 24.55 94 1 r,ttsr (Rig, 25.1x1' 55 1 REDIRECT TAPER • Mt Know what's below. Call before you dig. L STA 12.06.54 i 29.67 (R) -STA 17+61 78 , 45.41' (R) asanie tiltYJ:3H LANE HUNT BROTI ERS PROPERTIES INC FAKEER NO 146775100039 ASS13 VUE PARCFI sin 14672440041e. w Z z C) F I. O w m @1 STA: 1346.17/11 1 STA- 16+OB 11 0 00' it) -- _-TOSTA 16.08.46 / 1200 (R - --715.0 • --^- f1JAC( L ERATKIN LAN ) 17 T)1ROAIVi ANE y- .t �.I•)HT tJRl ((tjSTA 15+7122/ 3000'IRI-•' r R7 (g)STA 16.71 72/3600(R).' 1 }STA 1S•8113/24.00'(R)-; DEttLERATK7N LANE • 377' 378' • 222 • (600' TOTAL) NE IN CON. SEC 15 N ¶ 254075 OS E 3166090 46 f ircc13 /•h'' STA. 74+9391 / 0.00 (•- (B) STA 28.93 91 / 12.75' (R) REVISIONS 2 WELD CA. COMMENTS 0145.'20IS 3 wao CO. COMMENTS 33127/20 16 4 REVISE ACCESS LOCA rllNw2Ula ASPHALT SPECIALTIES WELD COUNTY ROAD 6 S "oIIVPIKWNENTSN OF 1013MIK EAST OF WELD COUNTY ROAD 11 tl WELD CO. COMMNETS O 1 /t ¶J%9 R6' !t) STA 16.51.90: STA. 16436 7: m U 3 END OF DESIGN ALIGNMENT N 1254073.25 E 3196116.11 SO SU - Si _i PARAGON ENGINEERING CONSULTANTS. INC. 7852 SOUTH ELATI STREET, SUITE 101 LITTI.ETON, CO 80120 303-744 8604 7 WELD CO. CXIMMNE TS 07/12/7019 6 WELD CO. COMMENTS 04/04/2019 9 WILD CC) 1..11MMENIS ObQW1016 DESIGN tf' WELD CO COMMENTS 0&1•/2619 DRAWN TAC JAW SITE AND STRIPING PLAN DAIE 1140V201P PROTECT NO: SCALE. 1• • 517 17 014 SHEET 4 4547184 Pages: 20 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO III JjI'! 1111111 f AlMwnO N .2540!12 24_1 ,E 3153122.28 I STA 0.36 M9 f 12.45' (R) ' !.ELEV. 5130.32 : MATCH EXISTING wt (A eg - .4. TEMPORARY ASPHAI I EMILLNKMEUT TO HE REMOVE._ AFTER F40%. CULVERT CULVERT EXTENSION CONSTRUCTED AND ADM+ROVED PROFt'OSED IRRIGATION U1T CH K:C(:RS SEE SHEET 11 , LEGEND r EXISTING RIGHT -GE -WAY SECTION 1 INF PROPERTY LINE EXISTING CONTOUR EXISTING GAS t)OSIUNG WAItR EXISTING ELECTRIC. EXISTING FIXER OPTIC EXISTING FENCE LINE EXISTING OVERHEAD POWER LINE EXISTING ST( KM LINE EXISTING TYPE •C' INLET EXISTINO POWER POLE EXISTING ASPHAL T PAVEMENT PRoPOREO G NI lOUR 'NCIK)RFD CONICS.* (NY OTHERS' VH(1W)st D DR CH F . ,enT .30 CG FG INV St -I -' 1 I o. I FUTURE R*6HT OF WAY SPOT El EVATKN EXISTING GROUND ELEVATION PROPOSED FINISHED GRADE 'ANENT ELEVATION CHOS&, ;ECT/ON UNe NUMBER PROPOSED St OPE PRCW,OSED PAVEMEN 151 RIPING PROPOSED ASPHALT PAVEMENT PROPOSED TEMPORARY ASPHALT PAVEMENT PROPOSED GRAVEL SHOULDER PROPOSED ELECTRIC PROPOSED POWER POLE PROPOSED RADIUS ALIGNMENT OFFSET TO RIGHT Al IVNMENT OFFSET TO LIFT •)1 • IRRIGATION ' f .K'1J re.acs J ....... '- $ q a'► t t 5 DITCH Il O W ` . STA. 4.26 59 / 26,8(1• (R I ELEV 5147 OS 1 a 433 + _ 1 vh0.76'IIT 760')' 549 _ PROPI'LSE I F ANCMORACT'E TYPE • REF COOT M`6($ SHEET 5 01 33 F DETAIL CtrT.OFF WALL 8Y OTHERS w * • S 4- STA 4.26.5e / 16 66" Pk) BEGIN MO9 TYPE 3 WSEAM 31 INCH GUARDRAIL THAT - MEETS ALL MASH REQUIREMENTS • • - -Zs a� i I _. _. - PROPOSED KOAD —. 1 IMPROVEMENTS "n DRAIN INTO • I I RE TENTK)N POND BY OTHERS , I 41 at • I SECTION LW! TA 6.95.89, 32.06' (R) FLT -.1 St4I: /n 1 w. a `4 • • TORPosu 4146 0 1 STA O.9S 1191 32.96'(8) I MGS TYPE 3 W SEAM-i 31 INCH GUARDRAIL THAT MEETS ALL MASH REQUIREMENTS STA 6a smile FOR THE EAST 104ANL.14 OF I NF NULL DITCH CANAL BOOK 406. PAGE 293 w 61 fi•77 71 : 25 00' IR1_ NOA A MILL Ex ASpHAI T a^ r SX PG 64-261108) — f OP LIFT /FINAL LET EXISTING CRC*IND EXISTING ASM UAL I TO REMAIN Nine TYPICAL SECTION WAS CREATED USING REPORT FROM CESARE. INC PAVEMENT THICKNESS DESIGN WELD COUNTY ROAD 6 WIDENING, ASCU NORTH MULTIUSE FACILITY. WELD COUNTY. COLORADO. PROJECT NO 173096, DATED DECEMBER 6 2017 CONTRACTOR IS RESPONISSI F FOR USING THE LATEST REPORT FOR CONSTRUCTION ELEV 6147 3310.311.80125 00' (RI _ _ • �/'��!'•"+•rr •ELEV 5+u n) �T" "*� STA 9.42t1/329P'IR) D .. ELEV:S14t00' :14 1 ' �AQ'tS 7-04-r.:14 ear - 1 Y r S-..•64.00 1 25 20' DRAINAGE EASEMENT a � a WATERLINE TO BE RELOCATED ST WHEELS PR(PO6tU 9161.E LIE Tyre .1 WBEAM 31 INCHES REF COOT LEA -MST SHEETS 1. 2 AND 3 or a FOR DETAILS THAT MEFIR All. MASH REQUIREMENTS I • I I/ ,//,Y►RCIPBED sptakurfiN Pad) / pV OTHERS / Iv rLT1RE R.G w PROPOSED END ANCHORAGE TYPE 30 REF CD)oT . -666- &HET: I Sot ±U FOR LIE: TAILS STA 0042 60 37 25' ;Rl END MQS TYPt. 3 W -BEAM 31 INCH ra/ARDRAtI THAT MEE T4 ALI MASII REOigk!'MTNI. r"\ MIDWEST GUACRAII SYSTEM (M(3S, TYPE 3* BEAM 3) INCHES THAT MEET ALL OF THE MA3H REQUIREMENTS AS SHOWN ON THE MOST CURRENT VERSION OF COOT M-60611 3% SX PG6426 030) TOP LIFT/FINAL LIFT 1 2 Y 5 PG 64.22 (100; MIDDLE on �- 3'GPG64-22(100)8OTTOM LIFT 12.6' AGGREGATE { BASE COURSE CLASS 8 (TYP TYPICAL ROAD CROSSING STA 34.91 TO 11.15Q5 NOT TO SALE EIS1WG OK. 6 GAS FArJI stirs Vrc-R 6 CENTERLINE Al IGNMENT -'^., w.A 11,4x! WR(' STA !2.58.70, 37.00 (R)J' ELEV• 5150 10 r. ;4 , 'll U) W Z J 2 U I- L CL WCR6 PROFILE Ex 5 4:s.ir RCB EXISTING GRADE AT - CENTERLME OF V'CH 6 HCR12 SCALE 1. - A' VEST. SCAIe 1' - 5' 5160 4-0 S 40 6.00 :.(17 3.0') 1500 10.00 11.0(1 Know what's below. Call before you dig. 12.30 11400 14.00 1' REVIs1ONs 2 WELD C0 COMMENTS D1)05120T6 / WELD CO. COMMENTS n•Y)7Q0tA SEE SHEET 6 5150 MATCH LINE 5130 15.00 PARAGON ENGINEERING CONSULTANTS. INC. 7852 SOUTH ELATI STREET. SUITE lot LITTLE —ON. CO 80120 303-7948604 4 REVISE. ACCESS LOCA'Ibf6'2018 S ND W PRObEMEN t S h OF (A 10(3111016 li WELD CO. COMMNETS 01,1 12019 7 WELD CO CCMMALNE TS 02J121e01Y 6 WELD CO. COMMENTS 04404/2019 9 WELD CO COMMENTS 05/200019 •0 WELD co CO WIMENTSI 06/1212010 ASPHALT SPECIALTIES WELD COUNTY ROAD 6 EAST OF WELD COUNTY ROAD 11 WCR 6 RAN AND PROFILE 5 DESIGN- SOS DATE N30/10iu DRAWN JAW PRO.FhCT NO SCALE 1• 517 17 014 SHEET 4547184 Pages: 21 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO • }a ---7Jl — . in N I STA 1S•71.72/ * 37 00' (R) - la W . ELEV StSA 14 A W Z STA 16.36 J x U )- Z2 • MI 0T IR) / ELEV 8156.31 ti t L _ • a ` STA 17.41 25O (R1 LLEV. SI)7 4• STA. 10.77 24/ ea OJ- (R) EtL.V SI•b' 7I STA 16.77 73: 101 17 (RI LLLV Ste 11 S. mos. wool gis ...M•�� ... -111, a aarras EX. T SHOULDER ex. 1' OItAVtL MILL EX ASPHALT r r sx PG 04.26 (100► TOP LIFT r FINAL LIFT 17 TRAVEL LANE 17 LEFT IX TRAVEL 17' RIGHT TURN LANE /ANETURN 1/LNf. - EXISTING GROUND EMS TWIG At:P7AL I TO REMAIN TYPIC/U. SEC THIN WAS CREA T L O USING REPO Lt I FROM CESARE. INC PAVIJ CNT THICHNESS DESIGN *CLIO COUNTY ROAD a w*XNING. NORt Hum I IU`jt EACH II Y WELL CTXN I Y COLORADO, PROJECT NO 17 3096, DATED DLCEM3D4 a 2017 CONTRACTOR IS RESPONISEIL E POR WOW! I Pb LA fE 8 t REPORT EON CURS IMitTION 1 CXIfiTING POI&It POUR TO HEMAIN ' STA 72.1394 . MOO IR) ELPV 3154 33 /y V SHOULDER 1. GRAVEL • r SX PG 04-30 (100) TOP .tT t r s PO Mat (100i MCote List 3'04 PG64.171HX))SOTTTXNLIE 1 11 S" Alx:RtGA ft BABE COURSE CLASS a (TYP.1 TYPICAL ROAD CROSSING row I U ]UAL t tXISIINU POSH POLE TO REMAIN n x./ E/1 saaalaimaas .11 sat 'e"'"+17Md11` LEGEND EX'S 1 INCA RIGHT -Of -WAY 4H -.TWIN I INF PROPERTY LINE E XTS T IN0 CONTOUR exisliNG GAS tXIS11NG WAIti EXISTING ELECt1aC EXISTING FIRER OPTIC EXISTING FENCE LINE EXISTING OVERHEAD POWER LINE EXISTING STORM UJNE EXISTING TYPE IT: Iw FT EX1S11N4G POWER POLE EXISTING ASPHALT PAVEMENT R4tt JHAiet) CAMILA.* LAIR PROPOSEDCONT(h1R (NY OTHERS) PROPOSED D TCH AN / a ) I 21'00 FUTURE RIGHT OF WAY SPOT I:LEVATHIN EXISTING ORLXJNO ELEVATII/r. PROPOSED FMw3HED GRAM INVERT ELEVATION CROSS.bEGTION LINE .VIJMhER PROPOBPD SL OPP PROPOSED PAVEMENT $TRWPIG PROPOSED ASPFIAL I PAVEMENT PROPOSED TEMPORARY ASPHAL' PAVEMENT PROPOSED CJ4AWI SHOJI DER PROPOSED ELECTRIC PROPOSLD PUMA Pot PRoPoF}LD RADIUS ALIGNMENT OFFSET 10 RIGA/ ALIGNMENT OFFSET TO LEE N I764O7330 < _� C 3136122 16 .r..r_ 1A 20.1X+91 / lAJX7(R)� - I tttV rn I CL WCR6 PROFILE •+ I70 k1ATCHLINE ;I '- EXISTING GRADE At CENTERLINE OF WCR I4Otlj SCALE 1' • .•i7 VERT SCALE.' 1• • 23•+X) 24.00 25.00 26.00 27.00 28.03 I /i 6140 Know wiles below. Call before you dig. RCVIsIo, 2 WELD CO COMMENTS 01/06.!018 WELD CO. COMMENTS 03/2/7201 PARAGON ENGINEERING CONSULTANTS, INC 7852 SOUTH ELATI STREET, SUITE 106 L WTTI ETON, CO 80 420 303-794-8604 4 REVISE AOCESS I OC.A tHl aw?o10 6 NO NPR0MIENTs M OF C4 10731 x201$ 0 WELD CO COMLI LETS 01/11.'2019 7 MID CO COMM+Efl OZ Ir2019 S WELD CO C(WN19 tWG4'1019 ASPHALT SPECIALTIES WELD COUNTY ROAD 6 EAST OF WELD COUNTY ROAD 11 WCR 6 PLAN AND PROFILE "'IAN VithIAL 7t. 9 WELD CO OOANIrNTs OS2020I9 DFSJfN SGS +:ATE 77!012019 *ALFr 1. • tO PROJECT NO 17-0N 10 WELD co COABI&NTS 06112.101 DRAWN JAW SHEET 6 4547184 Pages: 22 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppos, Clerk and Recorder, Weld County, CO FiCriallITIMIIIIIWIWEIlliiiillieNekilliktn11411/2.144, Bill iu 1.10 010 061 110 0+00 -I I{I1 I ' 1'11iIIII,i lt;',i I tl I,I i ll I 'fiii-' i ' rI '1' 'f�'��11 f I' 1 1'i,l, 11..I'll l I I. 1''' ,'! 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WIMOCO.ww,xT. Otarm,e WELD CO Mw/FMS OYAA,e MILK 10 WELD COCOVwnR3 x.1'92019 o1NWlt PARAGON ENGINEERING CONSULTANTS INC 7352 SOUTH ELATI STREET SUITE 100 LITTLETON C080120 003-7940004 ASPHALT SPECIALTIES WELD COUNTY ROAD 6 EAST OF WELD COUNTY ROAD 11 WCR 6 CROSS SECTIONS OCR DATE 7.2019 I50NE 1 28 LAW (n10.Ec710 17.14 SHEET 7 4547184 Pages: 23 of 45 12/05/2019 02 11 PM R Fee $0 00 Carly Kappa., Clerk and Reoorder, Weld County, CO Ell Bill 111 a. `n •!y 0 '1170 9+00 t 0 PROPOSED once SASSO n.414640 HORIZ SCALE 1' :- z r VER` SCALE t' • 10' Y 114400A4 a A 6 V -7 FUND •1• 011414-% 440 x IC 1[ C a zO to w 4' 1e TO 10+00 1140 115) 1140 °410 1;p 1401114186 6RAte 3 0 a PROPOSED ORAL* -\IS UM rr11.4147 41 \sikearvi —� H0RIZ SCALE. 1' - 2V VERT SCAL5 I- ' 10' a. cYw*1nO1 r.AauAu4T 0 10 JO 36 4C 10 01 10 1y, 8140 11 Xi 11:0 (Yk:4ANn(/(A14 1 3 0 d 11+00 1649111 L1.0144W tfLOQY HORIZ SCALE t • • 20' VERT SCALE r • u: 3, 0 i a r. M1 An 40 7C. Ia V 10 10 40 is >r( 1110 51* •14. 11110 12+00 .. B FMRIO1r. 6RAD* - S O PROPrMLO ORADC -' 7+Ap Lt.4C0 8401 52 SC`JLE. 1' • 24 VERT SCALE: r = u' O a h) w 40 w r,, 0 It 14 c, x1 AO 1O t. >•. MN MIN 111 41V. ,14, 1140 11.01 1110 4148 13+00 t?'a 1AVO ON1Dt 6 D PRUPDitw •JkA1.1c r 1 Hon. �•AI r r - 20' VFRTMAIE I•L.1rr 17L/11) _ LI-snare ti 1 4-.1 I At 4) t0 en 10 to (, 1U :Y A ZO r 6110 tr114 11 IL 11AC 114> tit 11 t. .i19 14+('t PROPOSED On Tat 1A14MJt -.O. a *W OM I4- 2.49 ? An it u Cl • F HORIZ SCALE JERI SCAT K( '0111' r y r - ?U. F 1• a 11r ac z 6Q a! 6144- W. n) Yi 11, 15+00 a W w 510, W L e 3 (9 n•444 SS A C 1 IS ;1 lig loon r• NORM SCALE 1' • 20 VERT SCALE V • 10' (.A 91 a' SI 10 1 16+00 IO A 44 U 4J T, 0144 AS: 114' R' 1•r., 4'M• 614 r V/.87WW .311Nx PR1)PC;Yr1 CAM" -1 At HORIZ sr F: 1' • VT VERT SCALE V • 10' 4f t11 l PAN 1.(WN DCMJI Fl •tit11 t r;. a. 011 x• .n . PU 10 10 t w 44; w 41700 114 'Si' 17+00 614. i1 )0 20 -At I! 1140 1111J 1171 s •'C 514E STIO TOW PQADE 0 O PW PCXISD 1 RM* HORIZ SeALC. V • 29' VERT SCALE. 1' • 10 [L•11Aw 1 tr a0 tO O 10 18+00 x 44 ..c r. 51 to 1110 I1140 61 x. DOS IRO paw; e a PROPOORD ORAUE -t 714$1 .c1158w 110RHZ VERT V•]01 1'■ IC' C7 Y 4 •W -W Jrl J4 -J0 0 10 N 19+00 w 411 14 N. PC *im etus wool 8411 / vote t.AATW a AJQ'M R a Yf. Know what's below. Call before you dig. !U A' n 4• h p 14 N 611. 41 •. 1170 REVISIONS 2 WELD CO COMMENTS 01105/2015 3 WELD CO. COMMENTS 0 1274-1018 4 REVISE ACCESS LOCATIONS/20 M 6 NO M'R0VEAIENT$ N OF CIL 104-31/2016 5 WELD CO COMMNETS 01)11:2O10 7 way co. COMMNETS 02/12/2010 0 WELD CO. COMMENTD 0404120/9 4 WELD CO. COMMENTS 0920/2010 10 WELD CO. COMMENTS 06/122019 PARAGON ENGINEERING CONSULTANTS. INC . 7852 SOUTH EAT! STREET. SUITE 108 LITTLETON. CO 80120 303-794-8604 ,.. ASPHALT SPECIALTIES WELD COUNTY ROAD 6 EAST OF WELD COUNTY ROAD 11 DESIGN: SGS PRAWN- JAW WCR 6 CROSS SECTIONS DATE: 7/30(2019 PROJECT NO: ISCALE. 17.014 1' • 20- H SHEET 4547184 Pages: 24 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County; CO i II 11.1 LAIRFALlii PI Ili:ail EDI 20+00 I 1,1 1' IIIIII ii'(II>fi!;—I—.-,'-j4 T 1 I� Iltl I d''FI I I,'; I 111 I',,ti, ',0" IIII ,,,I,, l Il, 111 ljl'ilill' Ali 11 '1 1141IIiIIiIi' I ;I '' I' l,w>h. I II I Ile ir11 1 11111 I ,111 I'i 1' ,1 I' II I I1'I ;!, II 0 I ,`i IHJI-1111,0 I 1111 It'll' '!,,,III, I°, !I, II ' , I I 11 '1 , If ,.120;11 � l,", fl ' '�',I11' IIII' 1' 11 , till ,Ili !' ;1111 4'�'I, �Y II,I 1 1 1 iii Ir ! Ilillil! 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WS OATE leI MELOCU C9D,>NIe ON,R20I9 MAMN JAW IMO., ., CT - NAM 9 SHEET LEGEND WRC `413134071155. E 3153J2r X - . !.. A- Ir. 1`1.00 ... s• -—al.r�. \. ,.• N t2S4UJ1.45 1 41 F31&121237 CURSI 40 LP OF la•RCP N T. 53(751.02 E 315491699 a N /2'5/030.19 E 7160407 37 • r IRRIGATION LID CH ROW • • • • Ina I dill ob. EXISTING RIGHT-OF-WAY SEECTI(NN 1 NE PROPERTY LINE EXISTING CONTOUR EXISTING OAS EXISTINU WATER EXISTING ELECTRIC EXISTI14G FRIER OPTIC EXISTING FENCE LINE FAZING OVERHEAD POWER LINE EXISTING STORM LINE EXISTING TYPE V INLET EASING POWER POLE EXIST WIG ASPHALT PAVEMENT 4U)LIOS#0 CONT(XIR PRJ0OSEO CONTOUR (BY OTHERS) PROPOSED DITU• .1.111T 30 LU IN -v S(-1 7>.► 3,1 I "'me Re (R) IL) FUTURE RIGHT OF WAY SPOT ELI VATTON DUSTING UROUND ELEVATION PROPOSED F WISHED ORAUE INVERT ELEVATION CROSS-SECTION LIEF- NUVSER PROPOSED SL(JPE PROPOSED PAVEMENT ST' . PROPOSED A'JRIAL T PAVIM PROPOSED (I MflMAR• ASP ,A1. T PAVE ME NT PROPOSED GPAVEL SHOULDER PROPOSED CEC1RC P*A'CJSWD POWER POLE PROPOSED RADIUS ALM.NMFNT OFFSET TO RIGHT A L ILINMF NT (IFFSIET T01.1 ACCESS DRIVE CULVERT PROFILE N :a i' to, 0 - PROPOSED GRADE AT DITCH ALIGNMENT CONST 40 LE OF Ir RCP • Z76% !JIM 615u J EXIS11tIo 3RADE AT / DITCHMKJM*NT .l. HOPE SCALE r - 50- VFRTWAIF 1'• 5' SS *1 n M1 It II XS • 37.40 111.0) SP410 5140 170 40.OG ACCESS ROAD PROFILE PROPOSED • r EX.!,'s 41 (DRAM 1 / OVAL* ice 5140 51 /• J PROPOSED 1>rCAP c HOR12 SCA& It - VERT SCALE 40+ / 41.00 . .4 130 4'+(11 Know whet below. Cep ben you dig. REVISIONS 7 WELD CO COMMENTS 01105/201“ 3 WELD CO. COMMENTS 03/7712011 PARAGON ENGINEERING CONSUL TAN i S. INC 7852 SOUTH ELATI STREET, SUITE 106 LITTI.ETON CO) 80120 303.704-8604 4 NL'VI9t ACCESS LOCAtumeauiC 4 5 WELD CO. COMMENTS 07,312C18 WELD CO COMMENTS CE/13,111113 WELD CO COMMENTS 114512011 / WELD (JO CONSENTS 01/11/301 D ASPHALT SPECIALTIES WELD COUNTY ROAD 6 EAST OF WELD COUNTY ROAD 11 ACCESS DRIVE PLAN AND PROFILE 1 I 10 wan CO C01AMcNTe 06/7012014 DESIGN WELD (XI EXIMPtnis WW1 271U1V DRAWN. SUS lWTE 71302019 JAW OJECT NO' 1/.014 scALE 1• . 50 SHEET 4547184 Pages: 26 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County. CO PEIPHAVIPO 111111 i All JRR)GATION AND I'.AI(AL C(IMctRW.:1 KIN SHALL at IN ACCORDANCE WITH 114 FAIRWIT . RESERVOIR Alll. OCRR.AIICW UILWANY GIESE?'**NCW LINAAAA LATEST FAITKW EXCEPT A3 YPPCIIPCALI.. P (O TSD NY IHEST PNOJNCI ORAWINOS CONTRACTOR %HAl I. I* FT NU IMO IAN'J • AND HOW ►RICO /HARaLSS TROP NW AND ALL LIASTUT REAL AND All [GED. IN UAINECTCEN WITH THE PERFONMAMS OF a ON Tits PROJECT LAC EPTKIU FOR LWIIUTV AMP.: EMIR THE GROSS NEGUI ENCI fl. FRA'O 4 FR(:O AM) ITS u1ENTc OR COMM4 TANS I; DO NOT WARRANT OR CI AR NTEW TIE ADEOLIAC.•. OF DavapL* ItEV EWFU AM) APPRUVTD NY FitlCO) TWOS REVIEW K PROJECT REPORTS PLAIN AND SI[r-InrArKON[ a POP THE SOLE *NTH' Of PRIC:U TO Lit IUOMO* TT PROJECT TX: `Aka CT WIt3RY TO FIRCO ot3.(W WOW, NYS *WO,. ARE NECPSEARY TO RFASONAM V AAR NI THAT ?WU1CIS DO NOT ALNEHSE.T AFFECT THE FAL:CIES UR Qt1RATKNW OF FNIOC• S CONTRACTOR SHALL TKHEtx(L A PFEAXPESTROCTION MEETING WITH FTSCO REPRESENTATIVE ANTE IMItD GO LINT' At LEAST TI ► aas Pitt* To START (OF QONSIFAX TION THOSE 0. ATTENDANCE SHALL KIPS UDE LAMER S REPRnSENTATWE- rNOWEER contactor,. AND ODER AFFECTED AGENCIES CONSTI CCTDN MAW. DILL TIE tAi1RISUTEO AT THE PRE•C.OF16TItuC TON 11EE MO 'CCW%CALAW440VA& ay FRICO Of THE I*MI$ (P THE MIPSIOVF*ENTR RPf SPIED HEREIN ROM I NOT C1)NSTI RU It AW PITARIA I ION 1Q SUN WOKE NI LAKCMKT(T Oq JCEME AORCl11CNT MPRCMD RP,PORARY ACClSA Alt CONSTRUCTION Milner ttcuOMO SCHEOIAE THAI HELLOES TIE DAY. M CP4TH. AM YEAR A1EIC WORM TS ALLOWED), RIND WIVTTEN NORM 10 EMCEED FROM FTACO6 GENERAL IMANAUGR ARE ALSO IINGUIREo PIO 1O LASJNEJNLJIIC. LUNL1PWC110 4,ICTIVRla ►OLLOwWO 7)0 AP►RO'VA- a TTt OS SON FLANK NC ?AASWNT Cwt )C%N1L A0'*SAENT MC PRIOR TO THE ARE CfysSTRUCTI(1N LIE(TV.C: R Wt. OE THE RF)1PMN/SRIU CY OF THE CONTRACTOR TO 6P.BAMT A C(M1i119)C TICS 6C►CEDULE 10 FRE:O Ft$ REVIEW AND N'NIUYAL. I TOWS APPROVAL CV THE CONSmR,JCTXM SCHEDULE lb el PRHCO'S TOLL DOCILE HOW ANO IMO) MAY REF JKk TO APPROVE A SCHEME IF It WY *APACE nit CANAL 5 UPERATIOe OR F TOCCIS SOY to owed AN C -s Access ITS EAMESTI[S CONTRACTOR $H1µ 1. NI. r 14IC I :Ala INCA: IKON M.1 Mt! TO AREAS D(9*tD AS PERMANENT MAC* TYLIFYAURY :OASTRLCTIUM EASE7,ENTS IJN&?%1 OTNERWSE AIIThIORUV-n (IV FRIC) Alt PRC)PTH TY (MIN 4 6 CONTRACTOR SHALL ec Rree01, SSit FOR AAEtTANWNG CONMIUOUS ACCESS FOR FM7CO PEFIIKM/NEC AM) EC)VCPF&NT ALONLL THi L&N01H. OF THE EAl5Thc, CANAL THRCOU(MK)UI THE routs* of, int PR(OJEC.I ALL 1X.T[R'A:E ANTE WO OMNSWP SHALL SE SUBJECT M IFLSPErT nw AY raven TRIM RFSFAVFi. 114 AUGHT II I ACCCIFT OR REJECT ANY 5 CH MA TOTALS AND WORECNAPLNTU9 1)IA100 NOT CON-ORM TO ►1A1CP'WS AM) SPECIFICATIONS CONTRACTOR SHIL;1. PROVIDE SHOP MARINA t0 FRICO FOR TiNDINEE.142040 RtNEW' ANU APPROVAL PRIOR TO'NBTALLATION Of WCTERLA_; CO RARITIES FOR MMK:H SATE ORAVINOS Nit CRFATED tO con TWA: TOR SHALE /CRtFY ACCIJNACT bk TWTibI WORK set FORTH ON mere runs Aso WORK mount IN Inc FITI D ANT I)WCSPPANCES SHALL OS SROUGH1 10 THE ATTENTION O THEENGINEER AND FRI(X) REPRESCMATtt.I moo TO START CP CONOlRI.C IRON t t I I (t OR, t 40141 LHJ IR TIME WKI VO IT TV RIESO(K CONSTRUCTION PA064MS WITH /RK-O DUO TO OJ4ANIED C(WpTK)Ft.S SNCOoNTFRLD Or CONTRACTOR P.R)NG THE PR 0ORfSM CV ANY PORTION CW THE PROPOSED WORE IF IN THE SOLE OPINION OF MCC,. •YWt'O`eto ALTERATIONS TO THE APPROVED Wrentnuc't (n PLANS PMOIVS% 5KOHOCANT 04ANcI;R TITHE CHARM_ TER DPP TIN WORK OIL TO THE FUTURE CCMTIUUOUS T•UAUC OR PRIVATE IMPROVEMENTS_ VEMENTS_ ENGIEER WAIN RfNYMG)OL! FOR MJ/MT71NU> REVISED FSANB TO ObA) Fos SENO APT) APPROVAL. PRA$( TU ANY rURUHCCA CMI$TgUCTfO►t ItC:.AILD TO THAT Ptani N I$F THE wain 11 CTRCILMOWATEN ENC(IMTERED U WNO CORGINA. MALL ICY IRE RELEASED TO NNW 6 CANAL •)R 0 )+CFA 'nano JtO anon WRITTPC APPROVAL FROM THE RICO GENERAL RAVAGER 13 ALL CCIICRETE USED FOR THE PROJECT SNAIL CIWPOSSA TO ACT 35.0 THE CONTRACTOR STS.). WPftY l R•C0 MTH SHOP DRAWINGS NO yPCOMLAT(W* FOR ALI PRE-FASRICATEO CLINCRETE STRUCTURES tU ITOAY(k CONFORMANCE TO AO ISO 14 AHEM Ti* taalSTPIG 810[5 0111101 OM OF MC .%W& ARE OTSTLQREO AM) WIE TO Ut REPLACED THE TOP TWO FEET Of R&KKTI l MATrRUL SHALT BE CLAY C70N1AMN3 AT LEAST 4k PUU TNT ST DRY AWL PASSPeti THE I W(• SINE t► WFcbI AND A PLASTICITY AREA OF IS OR GREATER A6 AN AL MANAIN& THE Debt PSG YATk Rat rAN W YIJCe0 WON TWO PtII :k)II NOVTIA EED 00T SENTOMTE LILY DRY Mt COMr1 PAOAVED THE EXIETPIG OM P C. NI AW At I PAST NI KlRC �$N"I C WO. 16* MAlEXIALt LIRA COAPAM ACTCW SHALL HAVE A PERMEATE% TTY LESS TRW OR CONK tO lAin ywu•$CC AS DETEMMI[D ST NUM D Mal 11 Hit CHANNEL CLAY LRAM: SH•A1 Se CDMPAGTEO TODUDE Of TNt MODIFED PROCTOR .ASTM WWI AND WITHOt 4% 10 • % OF The Optimum moonset CONTENT VC SHALL TEE PLACED N THIN LSTI WITH IbJARJM LOOSE 611, I 1 WAY SS OF 11 MONO PLACCIACNI ON DITCH Si fleet MAY RIO TIRE nvErntotDR{0 AND [aittONU cat TO (VITA* THE REGIME() CXAAPAL:1 LIN to All FitOPOR[U PATTE•,* TYPES TOTE 'ISM AS 1K TXIOII: CYAN (PSI: AM) RACTIILI SHALL NI SITED TO FR Lu PEE( AH4'tWNAL MOOT TO PLACEMENT IT MATERIA.) GRAVE SIZE ANALYSES (ASTA' Min A I TERVE% LOOTS ,,AS/TA ULmt%1 AN0 ROTATORS E%MMlfY ICECAI K)NSMP TENTS (ASTM 011671 SMALL SE COEWLETFII AS A MINOR IV ON FACE, ant TW F CM AT A RA tE 012 760 CV OF MATERIAL PLACED, WHICHEVER IS WCEAIEH IS COMPACTION Oi DETIONG CLAY :WON, AND ?Vaults YPts (Ir bAI.AkU. SH(AU. 6k 1 tS Tk0 AT A RAIL OF AT LEAST TOM TESTS IRAN 1.000 SQUARE FEET OF Flu. MATERIAL PfR CMS HREOUENC Y )RAY or K!Foto W THE ENONEER oft PNILO RWRESEt(TAT(t o(i'CNDW4. ON TIE PRO.IFCT, THE METW)OCS BY WITTO1 THE CCIVTRACTOR IS LISENU 'C. OOTAIk COMPACHtN I)R F ORCIMNTAM:CS WARRANT AUDI 'ORAL TES HMI. THE TESTING SWELL SE AT VARKnu x'PT IC AND LOCATION& THE 94E441 461 ON AN OWlISJt S I(ePRESEA1AlNE RESERVES THE %TENT T7 REntHKST ALJWTI0N i. TESTS AND DCTERMSK THE LOCATION OF TESTING THE TESTING MAI LIE COMPLETED Cl IILR Ur LAIN) COME DENIM TEST CASTM O1%) (1q BY THE NUCI. EAR GAUGE CASTU ULUJ4, METH(x)S. TESL RESTA TS SHALL St SWIM TIED t (RED% RSPNkmWTAUVa WCTHIN 24 'CURS OF THE TEST nit ON THE NeXT wfRKW!F OAY 19 ON STEEP SCf SLCP*K. NLl DA IklCALS, mot, TIER QAT LWINO OR SU$GRAD[ SOR.3. MAY SE R?OURif TU Rl FRAM HlI i7ONTM IFIS NSNO THE MOPE TO ACaVE 1141 REQUIRED CCE.WPC (ION THIS ME1 PICA WRL LOCATE AN 0Ltltoll.l &CCIION THAT WILL TEE CUT PAM TO rOISI not otiewI SLOP% (:ONTRACIOM SHALL MANTA* MC PENCE AND OTHER CHOSK'N AMU MOWN' C($n1K t TEMPO CM A DALY MS$i AND SHALL PRE VENT IS1*1% FROM !NIT Rem MITO TM CANAL THE CONTRACTOR WILL se REMIDNSOLS POP OW. 's ,tiA► .r M COWS THAT ENTERS T11TE CANAL. IF OW'S FAIL 41 UNLESS ANOTHER SFIClfC 400411 NANCe NSEkMMT 1S N P'.AZ. CONTRACTOR STALL W PrSONEISIL FOR THE PRUF'ER I(/(CTII)NSIG (1F . A! A try ILPROLFMFNM mot A waits Of I WO YEARS PRAM Mk DATE OP was I ANT^TAIL/LITTON COORS II(UC I Y04 ACCCPTAlla OF THE SARROYEMINTS SY►ltCO ANY FM llIa• (X*tS THIS PER.R100 a OUARANTtk WPM- tit REI&UW BY LUNTRAC.T(JM TO THHF !Al AL..11014 Cf PRR O AT QOMtgACTOR S E *PEW ASBVLT O7[A(MENTS AK TO SC SUPRA ED TO HKA PRIOR TO )(JOSTANT W cOMPLETICVNCONSTRuCTION ACCEPTfAICE O THE IMPROVEl1LNTS RECORD 000)A*NTs SHALL Bk scowl ItL) ELSE IRONICALLY W OWN Ni NCO AUTOCJAD I LAMA* PRIOR )U (Ri;O ACC*P1ANC5 AS WELT DQAVATICl, SHALL PP vote Alt thaw) it A REDLst RED PROPL88FOFW RMIOQHL 04STALI WAWA P(1f.TR AT FRY -O S ROW t AN TS ON BOTH SIDE Of THE CANAL t GEMINATE TN; LOCATION OF AW :Rcl iptt4IN01nt;It1F). 0 FARMERS RESERVOIR AND IRRIGATION COMPANY NOTES: 1 (*FOE KIM A FA's( Ill( OWNER FAMED S PROPERTY Owner, • ASPHALT OPT:CW.11N . C (ENYRACTOR • A$PWLLI SPFJ'JALITRS U ENCTIN66N PARAGON 614,40KW(0.1 T .MI ADDITIONAL FARMERS RESERVOIR AND IRRIGATION COMPANY NOTES: ANY ROUSTING FRI(X) A:Ii• fl ROAD THAI IS DIE/DROLL PORES THE CONBTRIJC TIM PIIOCEM6 UU%I S► NtaDDRE ) 1N AUTA1DNNCE WITH THE ram RS SERVO. ANO IICMIUATRYV CUM►ANY CKSIUN (,rWIL PIA tl*,rIwN4 I SW POPE( 1 ON Or THE W)' C(4 VERT WITH F RICO. 'Ht ENUNETR OF R cCATO TIN OWNER NC III. LONTRAL•TJR NHHALI I ME PL Act ~IN M CONS (RUCTION T7 VERIFY THE ExISTNO CONOMTION OF THE lox noon to COVATAVCTI0N OF M[ box CULVERT EXTENSOR A SECOND IMSPQCTI ON SHALL TAKE PLACE TO VERIFY DR POMP CONDITION OF II! W Iv AM) I O [H -NIP, ANU HA ANY (.14,40111. THAI MK IAYC DEVELOPED CIJRIMJ THE ,wn:RIM CONCATION CONCRETE GENERAL NOTES I ALL CU.CS&TE SMALL ST CLASS D ANTE OEVELIP A Am DAY C MIPRESSTVE STRENGTH Of 4•4n PSI L ta,44 l GOWAEIE MiX *DLL HAVE A MAXIMUM WAT/ACOACRF IE (WIC:) RATE) OF 04214 ACCAFCWM.CE IMN ACI LOO ) CONCRETE FORMS I-rM CA$T.Rb LACE cOHC ETE Sox CULVERT (CSC) SMALL NOT SE REAKWLD LNtll IR CC3NCNETE COMPRESSIVE STTIMICITN EXCEEDS ACC PSI REFER It) COOT -S IANDONT &Pi(xCCAT IONS rtpt ROAD NC EIROUC :JY($Tif/CtO( AHD 001 STANDARD MANS KIR XPEN+STANDARDS 4 NOTE THAT THE MDR CULVERT Mu. HAVE Ulu THAN TWO pl PUT OF FILL .*kjiww awn WATF)b440($ *4G LFINOI(AUR NW EPDXY COATED SAILS AS SPECIFIED ON al)t STANDARD PLAN MS t•1 4 DAN CAI n kW! (ML JOINT ((YEASTING CLWCRE IE SHALL HAVE A WATYRy7OP 1H! CONTRACTOR SNAP E WPM t A 8U TARE PRODUCT '00 (Ab1 JOSS TYPE l0 TACO FOR APPROVAL moo IC cowitouctEON *MA4CI ILL/ fAtLRSHIP PRtOT1UC TS t$ED WHEN CUMRE7[ COVER IS %JOS VIVA J INCHES DILL RT:'nRE A PR-XXET )RN/AHTTAL TO K metiotiLD PFDOR TO COMStriocTION • TEMPORARY ASF'HAl t 10 SE REMOVE ONCE BOX CULVERT CXTENG)ON 'S CONSTRUCTED AND APPROVED PROPOSED TEIAPORAR GONST ' EASEMENT ODNOT 20.3 LF S.In17 RCS G D-S1L "12"n17 AO E 3153412 K+ EX GONCNF►f ` N. J• SLABOPS GRADE TAPERED DITCH SECTION FROM EXISTING CHANNEL I TO NEW BOX CULVERT ;WINO WALLS BOTH SIDES 2U Y ROAD BASE DITCH ACCESS ()RIVE 1 \ N 114103. 10 J\ \ 31V,s412 T770` E 31634211 77 \ \ tX CONCsE7F CHANNEL T.e it 6744 , T ar 540 ETC tNRKIATON- DITCH R O:W I' CM ,% ►nt? NCR\ \ "IA LEGEND 1 er extsi'NCI Htu►'T•OF WAY SECTION LINE PROPER IY LINt EXISTING CIYJTOLIR EXISTING GAS Emma WATER EXISTING ELECTRIC E %IS I LNG F IBER OPT1( 1( Ears!' pea FFNCF I RIVE ExISTNG OVERHEAD POWER LINE EAR:TING NG 91 TERM IJiE EXISTING TYPE C INLET EXISTING POWER POLE EARITNCO ASPHALT PAVEMENT PROPOSED CONTOUR PNVINAl I) CON RAM Cbt UT►ERS I PWXXN)ED (1411)1 .50,311° FUTURE WAIT Of WAY SPOT ILEVAIION Er., EXISTING GNOUNII EIEVAT It 4. F C. PROPOSED FINISHED GRADE INV INVERT F'; EVA T%)N SL I C-R(OSSO•KFCT ION I. WI 4uLIRl F „_ AMMO PROPOSED atom PRE -POSED PAVEMENT ):71.:1 ":•1(. PROPOSED ASPHALT PAVEMENT PROPOSED TEMPORARY ASPFUL PAVEMENT PROPOSED ONAWL SNOVIDEN IMCt>OCiVFU F1 F4.1 RIC PROPOSED PUWEN POI I PROPOSED RADIUS ALHYWENT OFFSET TO WUI ALJGFIIMfNT OFFSET TO LEFT EXISTING BOX CULVERT CROSS-SECTION NUT TO SCALE BULL CANAL DITCH FINAL PROFILE 1w' )OI WOW 1 BOX CULVtRI PROVIDE REINFORCING FOR 5T,2. R•0 BOY SIZE ADJUST REINFORCING DIMENSIONS,. t PROM Mt 10 6 ID TO MATCH E XISTMW S 1 r COINER t Box 20-3 LF OF 5' TAI T RCS F6 0 6% IMaICRtiXISIPIG I,CULDt- REFER TO CONSTRLC:TII'MI JOINT TO COSTING ('CANNEL LNTTA4I ON SUET 1 4 141) 1 .1' SLAB-O*4.ONADE OMEN 17 MOLSTURE COND(TKINED a -' RECOSAPACTE U StecauLDE 513$ 0.60 .1 • r 1 1' ASPHALT SHOULDER £ ^�) T' GRAVEL 9Hrnn.nER TM'S (1F TRAVFI I AM - PROPOSED ASPHALT FWD AND EPDXY 114 » er . — EPDXY COATED BARB 17 tYOC ALL SIlla R it a tr ac. [iT S t /Y1 /' Nal oK1. CONTRACTOR TO VERIFY IP EXISTING CULVERT HAS TOE -WALL BELOW GRADE K MEE-wa 1 ExMS'S PROTECT N PLACE 7 OVIM€X k RE(XV4PACT CI. ASS 1 AiSC. PER (DOT M•206-+ H(ORII SCALE V • 20 VERT SCALE. I• • 7 BULL CANAL DITCH INTERIM CONDITIONS PROFILE EDGE Of ASPHALT (FULL SUED UUT) TEMPORARY ASPHALT CMWIIoIENT TO DC REMOVED ONCE DUX C1A.VERTEXTENRxTA IS CONSTRUCT EU ANG APPROVED ROC' SOULS ON BOX t.(,l WALT ANC WING WALLS AND STRAW WADDLES ON TOP OF 'NE DAM( ALONG ROX CAL.VERT TO PROTECT IRRILLATKJN Oil CFI 11 ETV, I 2 1kMP(N(ARY JERSEY BARRIER TO BC REMOVED ONCE BOX CULVERT EXTENSION IS CONSTRUCTED. APPROVED AND FINAL GRADE IS EST AUL ISNFi) TEMPORARY SAND BAG TO REMAIN 7 CLEAT( OP TRAVEL LANE TEMPORM YE Mum:: ttx:k ()F IHAVtL tANE nom" S..ME r z Ar PERT SCJALL ,' - x. Know what's below. Call before you dig. 4 REVISE AOCE5SLOCATTON CSQTL"lDI6 0.00 1.00 '41 PARAGON ENGINEERING CONSULTANTS, INC 7852 SOUTH ELATE STREET, SUITE 1013 LITTLETON. CO 80120 3(73-794-8804 S NO MPROVES[NTSPi Of CL ienireett 6 WELD CO COMMNFTS PIAV7ow ( WELD CO. COLIANCTS C4112/2019 a WELD CO COMMENTS DADD/201U ASPHALT SPECIALTIES WELD COUNTY ROAD 6 EAST OF WELD COUNTY ROAD i 1 BULL DITCH PLAN AND PROFILE Rkr• I.. ..•.,• SE`�t1736 N. , T LT366 So ..... 9 WELD CO cocoa sus VSQ000lo DINK.N SOS DA It morn 19 SCALE: 1• • S) 10 WELD CO C(OkM.EN, 5 (MYtardo U UHAWN JAW 1140.1e2 I HU- 11.014 SHEET 11 4547184 Pages: 27 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes; Clerk and Recorder, Weld County, CO III WIN% !Al 041/2041 i,111,14 Bill -1 h Vt kr 1{I INCORek:MENT FIYLNtootaLK. WATERSI'0P \, Al IAN LAP SPACE CONSTRUCTION JOINT FOR CULVERT I OP/BOTTOM SLAB AND WALLS wit IU SCALE PROPOSED CONCRETE -' CNAMCEE. 1 aer ma) WI• (MIN) I 44 REHM 04 HOOKS 16' O.C VAH*S RE UX)I 3TANUAMD PLAN NO 14601.1 PROVIDE WATERSTOP / AT.ONT / EXITSItIG CONcNETE CNANFIEL 6- SPAIN I ICY DAN p CONS] RUCTION JOINT PROPOSED CHANNEL TO EXISTING CHANNEL (EXISTING LINING THICKNESS < 6 INCHES) tor 70scatE PROVIDE WAI ERSIOc• AT JOINT PI4OPO$QD OONCRIE TE CFMNT* t • DRILL All tHP A! INC 6' Otte 4 1rr DEEP fti'0 HOLES C" 'roc INTO CENTER OF EXISTING CONCRETE CLEAN HOLE a BONG a.x74r OI)WPt A W' WKACI4 NC ANC:H(alx-4 BY SIKACORP EXISTING C'ONC7tf. IF CICAMt4 TIC . • }-1- f- r 4404) T CONSTRUCTION JOINT PROPOSED CHANNEL TO EXISTING CHANNEL (EXISTING LINING THICKNESS 6 INCHES) NOT TO SCALE IMBED 6 EPDXY M w ir LONG FPOxY COATED BARS tt] 1r O.C. ALL SlQ S. CENtEN OARS IN EXISTING ��- CLIVE'RT WAL is i SCAB AND BEND AS REQUIRED INTO NEW CULVERT TOP AND BOT TOM BLAB REINECJRCE ME NT RE COOT IA4101I FOR RAP SW AM) %PMC001; EXISTWC SOX Cul VERT PROVE* WATERSTOP AT JC>N1 10 EXt5TING / saxanvtPT NEW Box CULVERT NEW BOX CULVERT TOP & BOTTOM SLAB REINFORCEMENT PLAN NOT TO SCALE TOP OF GRADE - 17 MOISTURE CONDITIONED A- Rt:CCIMPACIEOSUBTOTAL* TOSS% ' --- STANDARD PROCTOR PER ASIM 06116 UNDER SLAB ON GRADE Know what's below. Call before you dig. VAPAIWA L RE COOT M60t-20 U.RE DEMON FOR Swift TOC WALL. (TYP a OSK:C) EACH 3C> B RE M4)n1.1 Foe Box CULVERT DETAILS s'a' 12 W BOX CULVERT 1 3 W SUIB-ON4D DE W/ 114 BARS GRADE 60 AT Ir0C EACH WAY CCNILRLCI M SLA? PROVIDE 2A' LAP SPLICE AS REOIARED (SHEET 11) SECTION A -A NUT TO SCALE NEW CULVERT EXISTING CULVERT Tr PROVIDE NIADWALL. AT CONNECTION stromeN NEW / <3a VFRT a FXIkW MKi CClLVSRT rtu coot M401-1 Fon n aec cit. . M EPDXY COATED DOWEL RC SC AB REPCFCXIC>ZMENT PLATO t1J N. PROVIDE TOE WALL AT CONNECTION BETWEEN NEW CI.A.VERT & EXISTING CULVERT RE - COOT 14401.1 FOR REINFCN C.ING SECTION B -S NOT TO SCALE W EXISTING CULVERT IUb TOE WALL BELOW GRAY PROItCT IN PtATA REVISIONS WELD CO. COMMENTS 0110'12018 :i WELDCX) COMMENTS 03I2l"10 to PARAGON ENGINEERING CONSULTANTS. INC. 7852 SOUTH ELATI STREET. SUITE 106 LITTLET0N, CO 80120 303-794-88014 4 REVISE ACCESS, LCXIA 6 6 7 N0 INRC n PINT` N OF i •OAI'2pt6 WCLOCO COMAAETS 01/1112019 WELD CO COMSNETS 0Q,1200I51 WELD CO. COMMENTS 040412019 ASPHALT SPECIALTIES WELD COUNTY ROAD 8 EAST OF WELD COUNTY ROAD 11 BULL DITCH CANAL DETAILS tee?`Ft ruP3C)2Vtti •• -▪ '.- = 33367 t .fir it f,.41� a` !, 'n At ZS'. 0— 9 WELD CO COMMENT S u&4wiu i tt OESIGN SOS DATE 7037019 SCALE 1• - sv 10 WELD COO COWIENTS 0641 2IO 19 DRAWN I:.W PRCa1FC. T NO 111114 SHEET 14 4547184 Pages: 28 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO SAW.t SAGS TO DIVERT T FL OWE F EOM 'RRIQATION DITCH TO REMAIN 2• CLEAR Of TRAVEL LANE 1 a a a ",=SS a •:a:ega W W W. LII z ...4 1 N OEM . \1 INtTII1l N.TIALLAil ROCK SOCKS ON BOK Cut VEST AND CONCRETE FWREO WALLS AND STRAW WADDLES ALONG BOX CULVERT EMBANKMENT EACH S41f in PROTRC:I IRR{C3ATK*4 DITCH TO REMAIN IN PLACE. WTI. WM CULVERT IS CONSTRUCTED AND APPROVE() • i TEMPORAIcr J_R.it. r BARRIERS AND SAND RAD.S to -IRRIGATION REMAIN IN PLACE UNTIL BOX ..tM. VFR FXI} FIRION L4 COMPLETED, APPROVED AND FINAL GRADES HAVE BEEN ESTABLISHED INITIAL • DITCH ROW 11400 Bit Rip A a • • t { INAL SIAM LEGEND (*STING R/ONT Of - WAY SECTION LA PRUPERTT SINE FXISTING '.ONTOUR EXISTING GAS EXISTING WATER EXISTING ELEC TRII EXISTING FIBER °pm: EXISTING FENCE 4441 EXIS I LNG OVERHEAD POWER LINE EXISTING STORM LINE ExIST44O TYPE C FRET EXISTING POWER POLE EXISTING ASPHALT 1 PAVEMENT PIA64;SW CONTOUR PROPOSED OLIN IOW WT ODIESC$I PROPOSED DITCH ,Y.37 EG TO W.V SL 1 31 Gar v.act .� .r 1M7►afii,Zi[y. a.r / 1 tom... �.M — 4 1 >L .1' _M•,' -•±!2 •tom ... T> w�Tnwor hoos .WRC 6.-- e.. a M a a a a TO a S 01+.1• 4JI' Al FUTURE RIOHT Of WAY SPIT &LEVA IKIN E X13TINI: GROUND Ft FVA I ION PROPOSED F' WISHED (RAT* INVERT ELEVATION CROSS-SECTION LINE NUMBER PROPOSED SLOPE WK $'USED PAVEMENT SiRIP'NG PNf1MtSFn ARPHAI I PAVFNFNT PROPOSED TEMPORARY A,5PHAL T PAVEMENT PRc yr o GRAVEL SHOULDER WORMED FLEET RK. PROPOSED POWER POLE PROPOSED RADIUS ALIC.NMF NT OFFSET TO RIGHT ALIGNMENT O►E&I TO LEFT -t?'rFW• te a a co a a a a SF a a a -a FINAL N FUTURE DETENTION f' POND DESIGN BY (71NFh8 !T. u + •mm Po.tOCt:'„ spa aWRC 6 eLL� JUMP • 4711 ��.).911.jfle,��:n�Apa..r —29•C' 1 Weld County Seeding Mix man wee be/•r., eneeo•a lean "r-wwlwl MVP use ltwwr�lnt.It�l.,ni — S4, ..t• !SIMI fraught - bunk Me.. go Imo, Sift* cannot.. Srnrtw II inn MMtw! N IPM dro•vtd P•rwn.N Kern !fain barbel* trrtf4YIM dinar WMatat••• 14yr. tYwvner N NM I .tilt -.411,••t SenPifwj Iwyp.ti este.,.ra-n ?Lett!, TIw4t W,..e TORY BMP LEGEND C INN a a a t?L�7:vi� INITIAL INITW INITIAL 0 INTERIM 0 IMTF RAM LSEtS OF CONSTRUCTION Sty IStou a a t • N.OG� 1 MODais fl P on Mee. ar- 1•- -c a a 1O11e•Oomer an a CEE BELOW ta MI tee r I (-)MFITVd. i a WI MOMa t -- % a a t t CO IpI • �• •1•i�1i . I iw poax1 .r „,,%4,:rI Pitt M Ilea. . r. t' a r r. r rv...60ovri••• •• uv.rn v aan a - a. Mill q" I i� -'es. (MIDI •' • 4.1 P1 C 1111 '. 1 • FENCE NSTALIA a ' �, i i PO. ra sear. la• .... .. rv.....w. y+. 'Irian .r..rwts w.. ISO —sew--'—Is- ar a r — Mjoiniati =.� '0 • � No .• •fi to test 1 . Jain a flit ,.mot gaYRAN t, _ �rw�M r Haos+....�.11t C0 nalea n�a .,. •ILA FId,'► talttcq. %L DON a DETAIL SILT r•CNCC EROSION BARRIER 51L1 f ENCC CONSTRUCTION DETAIL. MUI.OPMIG gem ea .Y.tw.1?Me b.. [_. Nte•••• �,.. ..... as .W:r�rdta •• - EROSION CONTRC4 BL ANKF I AF TER GRADING AND ; :lNZl TRUC TKIN AC INC! If S REINFINKED HOC* KERM CUt VIII PRO IL TON PRIOR TO CONSTRUCTION AND CRADING ACTNIT1FF WOW AND MULCHING AFTER GRADING AND CONSTRUCTION ACTIVITIES 3'4.T FEW, PRIOR TOCONSTRUCTION AND (LIMPING Al:TWITNES STRAW WADDLE PRIOR TO CONSTRUCTION AND C4RADe4G ACTMTIES SAND BAGS AF I t N ASPHAL 1 MAILS! tKUl: HIM I'f COMPLETE AND JERSEY BARRIERS ARE IN PLACE ROCK SOCKS AMR ASPHALT COOLS I RUCTION IS COMPLETE AND *H* ICAO 4*J(S AIR IN PLALZ Know what's below. Call before you dog. '4E VISIONS 2 WELD CO COMMENTS OTAMOOIS J WELD CO COMMENTS 03/27t2eIe PARAGON ENGINEERING CONSULTANTS, INC 7852 SOUTH ELAT1 STREET. SUITE 108 LITTLETON, CO 80120 303.79-864)4 4 REVISE ACCESS LOC7C Ie NO rlfMiMMINIS N OF EL IW3I/X•I4 6 WELD CO. COMMB4CTS DUO/MIS WiLOCO CCMMM/ET9 OZ121201e e wELDCO COMMENTS WNU201e ASPHALT SPECIALTIES WELD COUNTY ROAD 6 EAST OF WELD COUNTY ROAD 11 GRADING, EROSION AND SEDIMENT CONTROL PLAN Si WELD CO COMMENTS 00/1tVSIII DESIGN 5(35 DATE 713W2011i j M.E r r ea PROJECT NU. 17414 • +-'I , . w'fl• I4 WELD CO COMMENTS 06/12(1010 LNRAW% MW SHEET I.( 4547184 Pages: 29 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO III PjR!P klailill444Ilitijil1/2111011141�IIII WCR 8 r a WCR 6 TRAFFIC CONTROL NOTES_ I WELD COUNTY WILL NOT ALLOW FULL CLOSURE OF WCR 6, ONLY RAGGING OPERATIONS DURING DAYLIGHT HOURS 2. 2 -WAY TRAFFIC MUST BE SAFELY ESTABLISHED AT LEAST ONE (1) HOUR BEFORE SUNDOWN. Know what's below. Call before you dig. a va 7 REVISIONS WELD CO WIM4ENTS otKb2O1a 3 WELD CO COMMENTS °reruns • PARAGON ENGINEERING CONSULTANTS, INC 7852 SOUTH ELATI STREET. SUITE 101 LITTLETON. CO 80120 303-794.8604 4 NEVta MX'IYS LC.LA MI�ti 1V i I S NDMIROVEJ*NISN of CIA OM v7011 e t' ',MILD CO. COMMIE TS WELD CO COMMIE TS outv201r 01/1&2011 e WELD CO. COMMENTS 0410417011 ASPHALT SPECIALTIES WELD COUNTY ROAD 6 EAST OF WELD COUNTY ROAD 11 TRAFFIC CONTROL PLAN gyp«RE0sit Ito V. 33365 et ar�+►e�4r�? 9 WELD CO. COMMENTS 06201201• DEMON SEM DATE 7+J020t9 SCALE W A so WILD co COMMENTS *1212011 DNAWIM JAW PACJPCT NO 17414 SHEET 14 4547184 Pages: 30 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO 1'021 AND 3,152150 NO255. T C-0NMMTGR SHALL LAYOUT WWg6EO MHCONOS 141MIW 03210TEMPoRARJ PAINT FART FOR INSPECDp1BY TICE EHAMEEHLN'OX APPROYALOFINE LAYOUT MOM THE WSTALLPEO04.62 COITRACE*ESNML IHH TLENT 4.00115 MADV O Af B � 4GUM 25 1.NT AS A GU02,2120 WWLOCNTH DR T VALI RELOCIIE WELD COUNTY SPEED LILKT SONS 019521920 W M MCC NEW WAD 2292.502.75,2 ENDWUR5R20NRFM2Nl5. S EM91WOMEnJOT TOW02NRCT WRHTW]PLAN SMALL 62 IRMOVCOBYAli APPROVED 51211100 4 MVELRIITMNWNG MATSNIS USED 2,117209 FTCNCT SHALL BE N 201.10225. o. IINEUNET CW.WFLIIIN0LW2A EWE LMTJIHDf.52113L U28 PµHT.S FER 2207 STANDARD BPCG 9ECTgN 077 D STOP FM USEPRERNLFOTNEXO00.ASTCPAYEHEM.INDIW6 n LEFT TURN ARROWS RA.HTTUR1 ARROWS AND LAM ftEMECI MR9WS SHALL BE MT.. u9WA7 ACFDRM(OTXERMO AATDC N 06210000BTNOARDSPECECCTDJ 27 6 ALL 21C21209T61W152 MrM5WO WTI 2.2T21.25,A62 0 W. 2.124505AMUMMXMO0T0 CAM. TO KOD WEST 2DT11ON NLSONTUEIXGSMEBIIEAOIO WIZ W/21.21205H265 5. 595803? M3TALATOYBNN1FTLgYTIEMIMIFAGTIIRGS WBTRUCTg0aMDMLAEdTSCV CATIONS 0E 542.225 NIOXmd 61WSHEORWCNW10THE C JMI FLUSH WITH THEFMISIEDGAMOID 0 0592X25153 POST AND ANCHOR AS0ETA0LY3 DICKS M6TA.LWSOGE c M ULl°5TH MD1A06TTMALL BE FLAW MD FIRE 015.71GLAMI LATERALMOVFYEV2 Know what's below Call before you dig W9 2 W4 -2L 30 STOP R1-1 SIGN DETAILS �wr io5TvaE' 30 RIGHT LANE MUST TURN RIGHT X -R3 -7R EL'S MI5 �PARAGON ENGINEERING CONSULTANTS INC WELD CO COMMEMO 01/01/1015 n? 78o2 EOLITH ELATI STREET SURE 101 .1000 12012 4021 OYETIRI1 _ LITTLETON C000120 30}7943601 REWB2ACCEAS LOG,093AT3 1ndw0rt3NMSILRB4 1901/013 2221.000 008005TS OPIUM311 WELD CO COMMNE 6 02.112/2012 SIGN AND STRIPING DETAIL WELD CO COWACM3 04030015 SHEET 2.000 COMMENTS 05000019 DESIGN 50S WEED CO COMMENTS 0317/010 DRAWN. JAW 2110,ECT MO 1}dIA ASPHALT SPECIALTIES WELD COUNTY ROAD 8 EAST OF WELD COUNTY ROAD I1 0010 799910 'SCALE WA SHEET 15 4547184 Pages: 31 of 48 12/05/2019 02 11 PM R Fee $0 00 Carly Koppel, Clerk and Reoorder, Weld County, CO II ,•01) rtt , loco , STORAGE SOLUTIONS 2 LLC PAR(xl NU ¶44 r/4:)004306 vrvlstt PREPARE 511&BAsF AND rnNS1 2 e0tTOM t.IFISCT ASP'1ALT Yi r. 2.00 a Song) SHOUA l WF PAR' - t NU I NS'24400053 PHASt APPROX L*AIiS cM• PHASE I M/%) h)' N t, W t BULL. CANAL 7-0U 1 (r.00 WRC 6 1a•uu r IRRIGATION DITCH R.O W - GIMP 11.00 4( / IMr STRIP FOR THE EAST BRANC'I Oc THE Bat DITCH CANAL BOOK 4111 PAUL %VA PRASE I AWCUT EXISTING ASPHALT �• .�.� a a *- •- 12.00 7c1ROW 13.00 SECTION I. tit 14.00 MSS WE PARCEL NO 146724400015 O WJ C a � • SAM.17' E1051 TING ASPHALT 1 P44 %r CI.11 !r REMOVE EXISTING F�/I / PHASE! GRADE PROPOSED DITCH AND INSTALL NEW 16' RCP ASSTS vI* PAID'! NO 146224400015 t PIFASEa I SAWC(I1 EXISTING ASPHALT S ¶7.00 s PHASE GRADING DRAIN TO RE 1 ENTION POND i 15.00 Jr t— — • WRC N 0• HUNT BNOIHit FC`$ PROPERTIES INC PARCEL NO tar/111JIMLUI Pont ' 21wn 747fOWi — M S A SHOW L WE PARCEL NO. 146r2441W1b st• wassail. I pm CONST. CONCRETE PAN AND TIE INTO EX A8PHAL I wave LEGEND 1 - - ' a-- - $1t X.STINC RIGHT -OP -WAY SEC noN t IRE PROPERTY LINE E xLSTwa; CONTOUR EXISTING GAS E LISTMGC• WATER EXISTING ELECTNI.. FXISTING FIBER OPTIC • DUSTINGFENr'F I WE • Exit! W(3 OVERHEAD POWER LINE as to a a s LXMS1.NO STORM'NC EXIST 3N(3TYPE i. LNItI t XIS 11NG PONER POLE PROPOSED ASPHALT PAVEMENT 1 Tam 2 Se Cr • PHASE I CNCAUINti L1WN I C• METE NnON POND t .I • -aaa-- a, 2.1.00 1 - 24.00 a s � a s — a r- ons nig - ---- iv4{,1 J PRE PARE SUB -BASE AND CONST. PHASE 1 2 Elul TOM 14$ IS OF ASPHAt1 APPROK. LMNTS OF PHASE I i _' . a 7.400 HUNT BROTHERS PROPERTRS INC PARCEL NO 1467251000.90 PHASE I APPRU* (.YTS OF PHASE a - - 4444e L6 -CO 27.00 -10 28400 • ttlAsE •— PREPARE sue -east AND CONS! 2 BOT'CMI Lw N OF ASPICAI T — 5030 7%� 4 s-17 '30 f{3 FO 'NV SL.( 31p I N}lSPRC1aLt m PROPOSED CONTOUR PROPOSED DITCH PROPOSED STORM SE WIN FUTURE RIGHT Or WAY SPOT ELEVATION EMS-TING GROUND ELEVATION PROPOSED FINISHED /)NAVE INVERT ELEVA I EON 07407.5'0 -SECTION t THE NUMBER PROPOSED SLOPE PFIOIK)'SED PAVEME VT STRIPING PROPOSED GRAVEL SHONt-DER PROPOSED ELEC1NIL PROPOSED POWER PDX E QIIILSE APPROA LISTS Of PHASE PREPARE SUS -CASE AND CONST J COTTON 4F'Ts Of ASPHALT HUNTBROINERS PR( IN,R11ES INC PARCEL NO 146 735 4 00330 GRACMNO PROPOSED ROADSIDE DITCH SIGN AND STRIPING KEY LANE use *nitt I• wiDC ® BROKEN (TYP ) 43‘$.Q LINE w►aTr . WIDE W © t;FNTF.RUI WARS YELLOW 4' WOE SOLID PAINTED MEDAN DOUBLE YELLOW 4• wont 90(10 CHANWELIZNG LINE WHITE If W1Ut MX ID STCIP BAR. 111FRMCIPLA$IK: VW6It /4• WIUt SOLID ItT STOP SIGN (RT-() C CD CD .f0" LEFT LANE E NW MERGE RIGHT SIGN (Wv'/L t A0' LANES MERGE SIGN (W4.2) 30' RIGHT LANE •/Der TURN mast $04 IXJt17R1 WC.FC1 1 URN ARN W PREFORMED) T HE RAAU PLASTIC © LOF1 IUKN ANCNOW ***FORMED T I4100mo PLASH. e TIERCE AKRON PREFORMED THERMO PDASTIC 4 PHASE I / ••NtPAHP SILK -BASE AND LUNST -� '/. DOT I (*4 LIE TS OF ASPHALT Know what's below. Call before you dig. as --t' _ SAWCUT CX'ST';NO ASPIWL T a. • r-� 1• a—St.._. I PW CONST CONCRETE PAN TTE INCU FX ASPHAI T (M • NEVI:I NS -'1 PARAGON ENGINEERING CONSULTANTS. INC ,"` " ;la's RE a1"-re.,i�--I�I Q. r • r a7 ,r• . Amp lit ,r -.I• , ', '•,� `7. ' ;4 2 WELD CO COMMENTS 01010019 7852 SOUTH ELATI STREET. SUITE 100 3 WE1D CO COMMENTS o]'17,t0•b -' LITTLETON CO 80120 303-794-8604 4 REVISE ACCESS LOCAiIII11t o01a ASPHAt I SPECIAL TIES WELD COUNTY ROAD 6 5 NISN G'Q tors taUta EAST Of WELD COUNTY ROAD 11 o *UV W.LI-IMIM16TS OPT si4UIN 7 WILD CO COOS* TTh1212010 PHASE I RAN (1 WELD CO. COMMENTS 0404+/010 9 WELD CO COWENIn W✓/UIIIY DESKY•I IAC BAIL 7/369019 "SCALE. I'`w SHEET 16 10 WELD CO COMMENTS 09232/2319 DRAWN JAW PROJECT NO. 17-014 4547184 Pages: 32 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO I NE I I PHASE I -� MILL AM) OVL=RLAY EXISTING ASPHALT N e Ys 4 7• m RE CREATIONAL STORAOI' SOLUTIONS 2 ULC PARCEL NO I4er21300= - - - rsr "n4t4 FIVA1 LIFT F(lR wu)ENe/cl NCR a ASSISI VUE PARCEL NO 14672.400015 DI 1 Q W W v) W a S e a SEED AND MULCH i _r r- .....� .diettWere. APPROXIMATE LIMITS OF PHASE II r\IP=Iiraanrienee ale le I•v . I / APPROXIMATE VW - I UNITS Of PHASE a f " I I II II II II II 1 II -t- HUNT DEMI HENS PROPERTIES INC PARCEL NO 146/7SIWOMW 'Sat - - w Seto Ann muLta4 SUN CANAL SHOUA 1 An PARCEL NO 141774400'1KS S — WSL 6.. 1«N. 12' `r- WNW 1KON D11CH R.O N. essee -iim—el►.r — AIMCSICialm arc lis ,r. -i+ -S r . — er APPtWAIMAIF -•, LIMI131.iF Pt-sA4k. 11 PHASE U - M41 AND OVERLAY V — M. Sae — T . .an — E K131 NO BHOUA L VUE PANT. fI NO I4A/2440001S i • • • PFiASEj1 SEED AND MULTS4 Off STRAP FOR THE EAST MRANl34 LW THE HULA. DITCH CANAL BOOK 406. PAGE 793 FWLSE PROVIDE FINAL STRIPING AND SIGNS ■ 11r MILL AND OVERLAY EXISTING ASPHALT SECTION LE* • aPLO T L -C r- -_ 14.90 PHASE. II H NAL l IFT FOR 1MDENING WCR HUNT BROTHERS PNtWEHUES INC PARCEL NO 1407251000'39 ASS'S VUE PARCEL NO 1467714000+.S 8 133 -Yr I54re INIA$4I M11 I AND O)VFHI.AY t *Ca LNG ASPHALT i A..P44/LLT� - - - - - -amain 'See aim ens e aele ▪ ....................... — — 1 , ,. 1(I P - -144(X' !•.,•.,: ., sh.(y ;•-I 28 -�' �i, 7 , rv) I 0 F;� 1 - YVF2C 6 . V.9p — r , , n _' :77 - - .. �_�..�.s• �'�'"[ ri,\...-\,..17(ZS:cTvcxN..-=_....\.iten—e.-.."1'..t -.. 1/4 4. Or jtc PROVIDF FINAL ST 4' 4ASEna1 FINAL ( T FOR WIDENNO WCR e I LEGEND - I • C a a EXISTING RS:WT.0F -WAY $EctKN LINE PROPERTY LINE EXISTING CONTOUR EXISTING GAS EXISTING WATER EXISTING ELECTRIC EXISTING FIBER OPTIC EXIS1INO FENCE LONE F xLS11NO OVERHEAD POWER LNE EXISTING STORM LINE EXISTING TYPE 'C- INLE FA WING POWER Putt PROPOSFn FouRt LI PAVFMFNT - SS30 Ptva U. PROVIDE FINAL STRIPING AND SIGNS it ',SAT 30 EG FO NV $L•I 2% JI I elm E )T1 ) PROPOSED COM OUR PROPOSED DITCH PR+WOSEO STORM SCWEH FUTURE RIUHI Of WAY SPOT ELEVATION EXISTING GROUND EL EVATK)N PROPOSED FINISHED GRADE INVERT ELEVATION CROSS-SECTION LINE NUMBER PROPOSED SLOPE PROPOSED PAVEMENT STRIPING PROPOSED GRAVEL 4HOLA.DE14 PROPOSED ELECTRIC PROPOSED POWER POLE 1', MI 9 -d SEED PA O MULCH HUNT BROTHERS PROP' ER -*S INC PARCEL NO 144735+00030 ANL) SONS SIGN ANO S MIRING KEY LANE LE *WTF •• VIEW n RIBROKEN (TYP.) E WHTE C WIDE ® sot* (T .) I:ENTERLINE DOUBLE m YtulriM 4• WIVE StAID PAINTED MEDIAN DOUB"E YELLOW 4' WIDE soup enAI*WLIZNG LINE. WHITE 11' WIDE. SOLLI 310*' BAR 1 /4EItsMYPLASTK. WHI I '!1' WIDE SOLID 30 STOP SKIN (HI -I( V 3O' LEFT LANE SNOS MERGE RIGHT SIGN (W9 214 • JP LANES MERGE SIGN ST R41$0 LA141 MUST TURN RIGHT SIGN (MCI- MI OD RIGHT TURN ARROW PRE FORME D 1HfRW)PIMEW. Q LEFT TURN ARROW PRIIPC1RS4F0 TNEI4MO PLASTIC ® MERGE ARROW PREFORMED THERMII PLASTIC sou ANG UVE EA1611:0 ASMIALT APPROXIMATE I OATS OF PHASE u Know whats below. Call before you dig. REVSIONS 1 NELU CG LA MMENTs 01/03e2C I6 NEW CO COMMENTS OOr2!/2oto 4 - FINAL LWT WIDENING WE = M a le PARAGON ENGINEERING CONSULTANTS. INC. 7852 SOUTH ELAI I STREET, SUITE 100 LIT TLC TON, GO S0120 303.7948604 4 RF.vISE ACCESS LOCAister2ole ASPHALT SPECIALTIES WELD COUNTY ROAD 6 bio pmerkstmonN OFC+son 112014 WELD CO. CDIIM NET) 01/1112619 S 6 7 WELD CO, COWS* T 5 02/ I N2010 e WPi000 u)NMFNT4 (4.0/2019 EAST OF WELD COUNTY ROAD 11 PHASE II PLAN est°..*s. t�'J 01 08019 %ci 11 kft,e ti ) 3w43 - 9 WELD CO. COMMENTS 05/202010 DZS$GN TAC DATE. 7/3012019 9CAIP 1•.}O' IC WELD CO. COMMENTS 00112/2019 DRAWN JAW PROJECT NO. SHEET 17 4547184 Pages: 33 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO III Kraig! ti*t 11 III l'OO 4 _ Pt1A¢C m F,FrnAwn a.utrim , OISitIR.3EDSOX CARVER \ (: cN4S tRUCTION AREA • S 2.44 NEtC.'REAT %3NAL ST(-A.Ciz stxuta4s LLC PARCEL No 140 TM300005 3 t -r SHOUA l YUE PARCZl NO I4672440(106! 4.06 REMOVE EX4STMID If' ASSTS WE PARCEL NO I4972440LX) t 5 LU 0 LO 4 W W U) w 2 J SI 2 15.90 _II V PHASE III GRADE PROPOSED DITCH AND INSTALL NEW il!• RCP 1 LEGEND M i4 3NMsl J. 1 APPROXIMATE LIMITS OF PHASE III a MIMS a EXISTING RM0NT-Or .IMAY SECTION L WE PROPERTY LINE EXISTING CONTOUR EXISTING GAS EXIST t'4G WATER EXISTING ELECTRIC EXISTING FIBER (WTI' EMS Tea., I ENC C LINE EXIST RIO OVERHEAD POWER UFE EXISTING STORM UNE EXERTING TYPE •C' INLET FXIS MO POWER POLE HHC*'OMEU ASP11/LL T PAVEMENT f �,r....r 17.00 21%. a 6±00 1 MATC)(EXIST ASPHALT THIS '/BROW /' BULL CANAL 6.(10 - -t NO0 - IRRIGATION I DITCH R O W WRC 8 - 10.0o 1 ¶.110 - I._ / / MT STOOP FOR THE EAST BRANCH OF THE MULL DITCH CANAL BOOK 406. PAGE 293 12.00 T^0 TIO.W 13.00 SECTION t WE ASS1S WE PARCEL NO 146T2440001fl W Z_ J U 0 J w (n < W 2 rn 14.00 16+00 4 I ` REMOVE EXISTINGINF ; t EXTEND BOX CUL VERT. RESTORE PINK LADEN DITCH CONNECTION. AND PT GRADE INTCJ4 ACCESS A Or WRC_ M HUNT BROTHERS PRorERTice INC PARCEL NO 146T2S100036 20.00 r T " — 21.00 to RA W. S at 0-- SHOUA L WE PARCEL NO. 1467244000 t0 a - S S OMMIllage r 23.00 1 \ ' ranar..a - r f gi -r I • a aadaMIaaMaS 24.00 25.00 ` a a a a HUNT BROTHERS PROPERTIES INC. PARCEL. NO 14b72SIO(1(L•W 27.40 near 1• 111 eissi :0) to FG PTV SI• I 3I 1 PIN WHAM CONTOUR PROPOSED OITCn PROPOSED STORM SEWER MITI IRF RIC7MT OF WAY SPOT ELEVATION EXISTING GROUND ELEVATIOW PROPCLIED FINISHED GRADE INVERT ELEVATION CROSS-SECTION LINE NUMBEK PHOPOSEO SLOPE PROTAOSED PAVEMENT STRIPING PROPOSED GRAVELSHOIADER PROPOSED ELECTRIC PROVOSE) POWER PTXE I VNT OnoTHERS PROPER Its WC PALACE_ NO 14812311X8 a SEP S SCN AFD STRIPING KEY LANE LG1E WHITE 8" mot taw BROKEN (TYP ; EDGE LINE WHITE 4' w1OE Ts SOLID LTYP,) eri CENTERLINE DOURLE YELLOW r WIDE SOLID PAINTED MEDIAN DOUBLE YELL(WY4' W11E IM)LI0 O GHANNCI.+11No LINC WHIRS A' WIDE SOLID • STOP BAR THERM()•PLAf3T1C WHITE 24' WIDC SOLID • AY ITN SION(Ht•11 ® XU LEFT LANE ENDS MERGE RIGHT SIGN MW 21) (1) JO' LANES MERGE SIGN MR 2) XI' MKIMI (ANL WS I TI !RN MILIEU Sit iNIX-k3 PRI • RKIN T TUMN ARROW PRETORMED THERMO PLASTIC 4\ LEFT nn(N AMMO'S PREFORMED TI IEI*IO PLASM ® MFRC.f ARROW PRE rO.RMFP THERMO PLASTII; a /. Know what's below. Call before you dig. 29.00 St ') U 1 C C. so 'of REVI$$ONS 2 *USCG COMMENTS 01/05/ 2016 3 WELD CO COMMENTS 0312/r20I• PARAGON ENGINEERING CONSULTANTS. INC. 7652 SOUTH ELATi STREET. SUITE 108 1.ITTLETON, CO 80120 303.7948604 I REVISE ACCESS LAC 201 a ! NCseRovIlifi$Vcog 1M1r20T11 { WELD CO. COIMMIETS 0tn 14M 9 T WELD CO COIMIO*TS 002(12r2M9 WELD CO. COMMENTS 04/04/2011 WELD CO. LXAIMENIN (Y,a?O?(11V WELD CO- COMMENTS Ob'MOTE a 'I 114 ASPHALT SPECIALTIES WELD COUNTY ROAD 6 EAST OF WELD COUNTY ROAD 11 DCSKIN nitAWN - TAC JAW PHASE III PLAN DATE MOWS PROJECT NO SCALE' le • 5O 11-014 SHEET 18 4547184 Pages: 34 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO III Prdll17341I41% 4Hi 1' 111111 WELD COUNTY ROAD 6 EAST OF WELD COUNTY ROAD 11 GENERAL CONSTRUCTION NOTE$ LOCATED IN THE NORTHWEST 1/4 OF SECTION 75, t ALL MATERIALS AND WOIOCMANSMP SHALL CONFORM TO THE LATEST EDITION Ct THE WELD COUNTY ENGENEERING AND CONSTRUCTION CRITERIA FIYR THE DESKii AND CONSTRIJC1 KIN OF Pt 1Rt r YAPR(HVFI•TFNT9 AND COOT STANDARD BPECif CATKIN$ FOR ROAD AND BRIDGE Cnns rntK:TIHN WORK CHAI.t NE SUBACT TO INSPECTION AND APPROVAL BY AUTHORIZED WELD COUII IN PERSONNEL 2 FIELD SMif ;FIG AND MSTPIQ OF MAT ER(ALS ON CONSTRUCTION PROELC TS SHALL USE THE LATEST C1X)T FIEL0 MATit1ALA MANUAL TI THE CONTRACTOR SHALL BE RESPONSIBLE FOR DIE LOCATION, PROTECTK)N AND CARE Of All EXISTING AREA UTIUI m.$. WHITHER SHOWN ON THESE PLANS OR NOT 4 ANY CONSTRUCTION DEBRIS OR TRACKING OF MUD IN THE PUBLIC FoottO )F-Y(AY RESUL TING FROM THIS DEVELOPMENT WILL BE REMOVED I%WEOIATELY BY THE CONTRACTOR UPON WRITTEN NOTICE BY WILL' COUNTY EAKUHE TO REMOVE THE MUD OR DEBRIS BY THE CONTRACTOR WITHIN 46 HOURS STALL CAUSE WELD COJNTY 1') NET) TAG THE (EVE' (WMFNT 5. THE CONTRACTOR SHALL HE SOLELY AND COMPLETELY KESPUNSIRLL FOR CONDITIONS AT AND AI•-uu:FNT To THE x)R SITE scI.LONNG. SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF WORE( THIS HEOU*ICMENT MALL APPLY CON I INUCLtit V AND NOT BE LIMITED TO NORMAL WOIOUNG ► O ORE IMF DUTY OF THE COUNTY TO CUN[)JCT CONSTRUCTION REVIEW OF THE CON AC Tows PERIORMAPICC NG NOT INTENDED TO MCLUDE REVIEW OF THE ADEO'JA:V OF THE CONTRACTOWS SAFETY WA:Wats TN LA on NEAR TM (AJtcil RUCTP(M SITE S 1HE. CONTHACTON SHALL CONTACT THE UTSJTY NOTIFICATION CENTER OF COI?RAty) gimp -91Q•19.71 FON THE LOCATION OF UNDERGROUND (114 ELECTRIC TELEPHONE, CABLE. WATER. AND SANITARY UTILITIES AT LEAST 46 SOURS PFLOQ TO THE COMMENCEMENT OF CONSTRUCTION P IF4 TIM MAC ((IR SHALL BE RESPONSI•LE FOR CLEANING NEARBY *SALL STREETS OF MUD OR DEBRIS DUE TO CONSTRUCTION ACTEAre INS TATEO BY RAE(: CONTRACTOR ON A DAILY BASIS OR AS OTHERVtsE D•RECTED BY AUTHOR(ZED'AELD COUNTY PERSONNEL $ THE CONTRACTOR SHALL BE PEOUIRED TO OBTAIN ALL PERTINENT PERMITS INCIUDIMG RIGHT OF WAY PERMIT AND ,WAN PERUSE EOM WELD COUNTY, C,OLORAOC) 9. THE CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLANS THAT CONFIRM TO IN MUTW A MINIMUM Of 2 WEEKS PRIOR TO AFTT.CTINC TRAFFIC FOR COUNTY REVEWW SUMO PLANS TO MAY fSFPH PERMITTING, IN PEI I KJN LIx*DINA1ON MLD (A,UNI Y, U)LCRADO PUBLIC WORKS FARMERS RESERVOIR AND IRRIGATION COMPANY NOTES: , DECATaTIONS A ►AC,UTY OWNER • PROW $ PROPERTY OWPE)1 . ASPIIM1 SPECKLnIEs C. U11/TRACTOR • ASPnAtt 3IYCIKITit5 O ENONEtn PARAWAI tnGINEEPIHIU 2 ALL I RIGAT(II AND CANAL C• *4%TNU:TION WW1. /E It A:CCOR.OANCE WITH THE FARMERS RPISPRV S MO WIRA04T1ON COMPANY DEMON RPYIW MAAJAL 1 AtEST (IAOct ('O PT AS SPELIFt:ALL r MODIFIED EY T'STS PROJECT ORATING. CONTRACTOR SH1ALL (11 FEAR n*MEFv AND HOLD HOC() bATIME YY PROM ANT APPALL LI )AY. WEAL AND ALLEiMEO, H ()404Ec•TO• t1RTH• TIC PC V( AKX O waist ON Was P 00*4:t ExafR04U FOR Latin, AWSMKi PHttM T E was NikuLI URA U ►ITLO • FRICO AND ITS AditNIS (St CAFAUL TANTE no NAT WARRANT (1R (AARANTEE TIC ADEDUACY OF MISERS RP1ht'Wt0 ANO APPRtTVAO SY FRC3 F11K7U1 RENEW Uf PROJECT REPVRTE. PLANA AND SPIECIFICATHONS TS POR THE fat BTNEFTT OF .mco to DE TF)I n f PRV.tecT one S Throne TO PIbCO DOWN oulortNE4 M CM ARE TPr,FS+SARY TO RE MORAKI t ARMS* THAI PRC)tCTS 00 NOT AWE 4SELY AFFECT THE FACILITIES OR (JPC1Wkinb (If TRICO y LAIN TNAL TCN SHALL S atfOAEAPNE-(AAS1R)CTIUN met ONO WITH ORKA) RPGlOCN TAIISE 0040 OWEW (:CAIRN Y AT i t AS1 PT INTUIT* PRIa TO START OF CONSTRUCTION THOSE M ATTENLWICE SMALL INCLJOE OWNER E REPITLEEN1ATSC. ENDIHEER C011TRAC.T(lN. AND tNITER AFFECT MLA *t ENCTI S CONST((TC IKM PLANS MU. St ENV FubUPEL) AT IPM PK.H:ONSTN(A,TUN urrvnO A TFO*44 AL APPROVAL BY FRICO Of THE DESIGN Of 171E IJPROVPMInU% SPPCS*, $IRSN YW ',War C<INET:TUTE AUTHOR:IAI UN TO WAN WORM AN /- Ma RENT C I. CON•( nA Ii APNT AMNtawfl TPMPfL1ARv A&CE IYS NI) OO$RHTHIULI AJ1V POST trItAU0003 Ic'*CRC THAT HNK lL10ES THE DAY. NEWT. AM) It AR WHEN w0(bt 'S M t OWED) AND WRITTEN NOME TU PRL'(;EED TROIA FNA.US t.(Nt1W MAMMA N Nit Mau Hd C11lt D Pea TO CDMBa►cac CONSTRUE: !ION ACiwita FOLLOWIWi 114 AYPNINAL Of lit UF11GN PI Na AND LASttA6NT OR tKtt4t AGRR!NENT, AND PRIOR TO 1)4 PRE111045TRGCTIUI'1 MLCTPq. IT WILL BC TK RLSPONStlJ(T' Of TIE CONTRACTOR W ***T A C(iNSIN UUT TONS 6071eUUtt . V PleA) WIT TEL NEW MKT N'PR(NAL. P-Raa0 E APPROVAL OF THE CONMTRUCT1ON SCHEDULE O W PinC01 IK)( l O ICIPIEiTON, AIR) n) HAAS REFUSE TO APPROVE A SCHEDULE M IT MAY IMPACT TIE cam. 8 OOF.RATGRAS OR FTEOUS AASI T Y TO MAINTAIN OR ACJ'Fflt ITS FACRITIES CONTRACTOR SHALL 1M5 TIC, CONITRRION Amery TO ARCM rcFIET) AS PcnwrNT Ater. `Fla! RAit, COt5TRUC1pN !ASEAENTM. tMESS UTERWHZ W TIORzAD BY flow AND r 04.011Y OWNER • anTRAL:'OR EttAtt EE RESPOSIK E Foist /MINION*(, Cl canx U5 ALLESS I (M ► RFA i4R.90IINEt. AK) I JAPMFXT ALONG 1)4 lS1CTM OF Tit 111010 1000 CANAL I HATOOONOUt THE COL•l`A Tt PROJECT ALL MATERIALS ANC VIORRMANO 1I YW :. BE $.SaC• TO INSPECTION BY PRMC0. T44K,0 FIEnERVE0 THE RICHT I. mzEPT OR REJECT ANT WI MAMMALS AM" WUKAW(NSAOP 1 HAT OCT NUT CONFIRM IC STNCINTCXI AMC SPEGINCAtan CONTRACTOR IIW.I Mont ANKP DRAWINGS TO FRCO NOR f NGNEII•NO REVIEW/ NO APW(INAL PRA)0 TO NS MAMA* OF tmreAIALe ON PACs lilts FOR WHICH 6H4Y' ORAV..M4 Nit (314- 0 ,OAIiRACtoR SHALL WAVY ACCURACY BERMembKNK surf cm Hi IN T 4 IS ALAS AM) W'*01 ft$OLAIED NT Nit FEUD ANY OO(S(tf*MUL3 Mai L BC BROUGHT TO TIC ATTENTION O THE Oat. FR AND PRTCO REPRESENTATIVE PRIOR 10 START OF CONSTTUCUON R IS THE ENGIKENS RESTA INsS1t) IT UITRYttVb CU. *IRA: HUN P1O.WLkUS MI N HPi1W DUE TO CHANGEC WANT IONS ENCO(MFRED re CONTRACTOR DU$CMI THE PROGRESS OF Airy PORTION OF THE PROPOSED ROM 0 4• Ti# sou OPNH(}N CP MYA PRCI'O•4 D Al I TNATTUNIi TO THE APPR'JVEU CONS -THUG 101 PLAI4% *WOLVES SKHPF CANT WANIC45 TG 11! V(MIM:IER t.P THE NOM OR TO DM FURORE CON' IOUOUE P%* C OR PRIVATE INPR(NELENT S- ENOOIEER MALT RE REa csis Etf FOR SUBMITTING REVISED R ANIS TO FRN:O FOR REVIEW AND APPROVE PRIOR TO WHOM tin tics O LINE TRUCTO4 RELATED TO THAT PORTION OP THE WORN '2 GROUNDWATER ENCAXH(TIOND UUMOS CONSTRUCTION SHALL NOT EE MESSED TO FRICO' CAN& OR OTHER PAM RNIT . WifKtc't VA(TTT N APP R(NM FROM TIE sRIDD GENERA MANAGER. IS ALL CONCRETE tJEID FoR Tic PTNJJEC WALL U)KOIA TO AG MO TIRE CONTRACTOR Eb*LL SUPPLY H7tCC' Wit N SHOP DRAVftNG$ AND SPE'CFtlAT EON. PON ML PREFABRICATE() CU CONCRETE STRUCTURES TO VIOU RE coso awx to lin 160 T4 INHERE THE LURING LICKS a BOTTOM OF THE CANN Aid DISOVITNED AND NM ID IR RLPJCtU. IRE i 1W3 PEET O• BAO(HU. INTERNE 81MLL OF CLAY CONTMNNG At LEAST u PERCENT IT URY MESON, PASSIM NE POO SR tot :FINE. !)t ANC A P.ASTIOTY IDEA OF 16 OR WATER AS AN ALTERNATIVE THE EX)S11M. MATHMAL Las OE Wan WIT), IMO F'EJRCCNT PPOODCRCC OR' BB(tOMW RSV DRY 011044T PCCNO(C TIC EXISTING SPLS JONTAM AT LEAST Ty PLIW'EN 1 ERE(( TIC MA(BRALS UPON COMPACTION SHALL 'IAA A PERMEMIITY LAB/ THAN IN EQUAL To I I'04 CM$PC AS DEtmee ID EY ASIA O SOS4 'S. TIE C(1ANCL CLAY (FIND IB(41 I f mums: Ira TO 1014 OF THE M aCJIPICD F•RUCTUR (ACM 018611 AND W1tNW -Y1t I v •Y71 (.0 11lr UP1SAI MOHlTURE CONTENT PILL SHALL K PtACEU IN TARN LI19 wins WAAXMtJJ l OOGC tr' TWOGIEEYs CF U. MOWS PE ACPMPNT CTN [RUN SLOPES MAY REQUIRE OVERW/ILUNC, AND an Imp, EAU% 1 V OBTAIN Tilt WOUND COMPACTION IS ALLP(NWtkitu MATERIA►PYHWb tU BC USED AS RED0B(0,(XAY LINING ANOSACJOI( WU it 3USMTT 1 CO 10 Mort) FOR APSWWM PRIOR TO PLACE SENT 17 SATr(6MS CRA11 RITE ANALYSIS LAITY LMZ)T. ATTCRBERO ttCfl (ARM 0471•) ANN) IS)RT(IRFdtfFIA*TY RELATIONSHIP TESTS (ASTM U1WO SHALL AL COMNLETEIA AS A SII'TBRM. ON &CH SOIL TYPE OR AT A MR OF (FOG CY OF MAMMAL RACED. t o:WAR IS GREATER. t B CO1.pecrioN or WODIdG, MAY LOUIS AND ALL TYPES LP SAC:IGtL SHALL RE TESTED AT A RATE Of AT LEAST FOUR TESTS Pm TODD SONARS FEE T or FILL MATERIAL PER ')MS FREUVENG1 MAY BE ALTERED BY THE PIONEER ON FRCO REPRESENTATIVE DEPENDING ow TN. P'ROA.CI. TPA MEI HOLM BY W)*.M Tit 0001 DCAC I Ot S tASt, TO (*CAM COMPACTOR. W V CIRCI ASTA CFS WARRANT ADONTt1MM TESTER: THE Tflt1A SMALL SE AT VARIOUS DEPTHS A(40 LucATOC THE CN(IIIfLA a AN OWNER'S REPRESENTATIVE RESERCTh TIC WRIT IUMOLL YT A(bf7C)NMt TESTS ANDOEltltttE WE LOCATION Of TEbtiMG THE TEMPI() MAY SE C-UNM.ITkO tomtits' BT SAND COME DENSI7Y met (ASTIA NK.T OR by THE PMLaAR GAUGE (ARTS TARIM SET1/0OS. PEST RESULTS WW1 BE 6LSMITTED TO ERIC OD REPRESENTATIVE WR/IN 14 ILDURS Or T1 [ TEST OF 004 Ti C text VXWCAK. DAY H ON STEEP SHOE SLOP, It PILL MATERIALS. WI! I WI I.LAT MSS. (AI SUTAiNAtlk baS. MAT EE peouseO to K Pt,A(.LD W I KICAZONTAL LIFTS .1LONG TIC SLOP► TO ACHOSt4 flit %QUR(D COSINCTIMAA TWA Tarni MI V.4 I CREAMS NI ONEROUILT SECTION THAT VYEt NIT cut PAM ti (OEM T•ti. tit SIGN SLUM DOD CONTRACTUAL (HALO lWtd TAD. W T FINCE AND OTHER TROIKA ANTI IEUM.►N/ Wm MX U1APb UN A CAA PASO *140 SMALL PREVt t U6(001 FROM ENTPRM'i INTO THE rAWU TA (TWTRN:NONE IRT A RESPOFaa.t FOAL DAILY CI.FMISI00$ Maki, tRAI C MCT16 TIC CANAL, F SAPS FAIN 21 UNLESS ANOTHER SPECIFIC MAINRINM,t **outworn IS IN RACE. CONTRACTOR SHALL ICE REsPOteIEtt P00 TSB PROPER PUNCT1ONSNO (F FACILITY' PAPRovE ME:Nts. FOR A MNOAN OF TWO YT ARE FAMA THE DATE OF SUBSTANTIAL COP" ICOR I CONS TMPA: HUN A4\XPTASX JP THE IMPROYEACNTS BY FRICO ANY FAR Los DCI6ING THIS PERIOD OF OUA RANTEE SMALL. BS I(BMELIttl NY IA)IiTRACTON t0 Olt must As :Two (W FMiix. AT CONTAAC TORS EXPFNSF 74 A$4UIL T OUCIAENT3 MIE TO IC BUPPIEEO TO FRICO PRIOR TO SUBSTANTIAL COUPLETION - (XONSIRN:TKYN ACCEPTANCE OF TIE IMPROVEMENTS RECORD:X)ct1MENTS SHALL IV SLANT (PEE El EC 11MMIGALLY iN BOTI P(DF AM) MITOCAOF (flat MVO TO tHDCO Accepto s A5-MM.T ORAVntIGS SHALL IN WINO AND STAMPED OYA REQUITERS) PRO112414TTA . EPICS NEEf 13 INSTALL MAtK(IC PONVS Al ►ISI.0 S RUIN LAN rb I1/ BUTT ROE OP TIE CANAL In 0ESIOMTE THE LOCATCEN CI Alit (NOEP'6R(1 )NN' U7411011 1 ADDITIONAL FARMERS RESERVOIR AND IRRIGATION COMPANY NOTES: ANY EXISTING MG° ACLEM MIND IIMT IS p6TU10LD OU( 3 tic LOANTFOA:MIN ,R0(.TA6 MCAT BF RESTORED W M:COIbWGE VATH t1! rratmele RESERYOll AND 10(K4AT1JP( L1p*B'AYY DESIGN CNtTL MA tiEC. (HON 4 1 2 AM INSPECTION or THERM) BCM C•AVER7 (MIN MOO Tie PN(YNEFR OF Id tYMD. 11M OWTER NO T11L CONTRACTOR SHALL TAKE NAL,* PRIOR TO COAST1sETtON 10 VER.FY THE EXISYB( O(1IOITIUN OF THE SAX PRIOR TO CON6lNULl1ON OF OW $01 CULVERT extents A sewn) HINPEC OWN VIM I TINE PLANA 10 VERITY ITC INTERIM CONCICNOf THE (10W me, T.- sr -Mitre MM' III AK CRALX' HAI HAW- twit DEVELOPEDIMPTNG TN4 INTERIM COM$T1aN 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 ROADWAY IMPROVEMENT PLANS (FRICO SUBMITTAL) • 1 w.oiHGt.. PEROO APPROVAL BLOCK 'IC NITS MAP THE SIGNATURE OF THE GENERAL MANAGER or rRico iS FOR THE PURPOSES of AOGlCWLEDGING ACCEPTANCE OF THE DESNAN t* THE PtRMI t TED S i KUCTURES ONLY THE SIGNATUPL SHALL NOT IN ANY WAY CANODE 11(E RIGHTS AM) OBLIGATIONS OF EITTICR PARTY WITH RESPECT TO THE IVI'( 5 401 CULVERT EXTEN$ICN TO WHICH THESE DESIGNS ARE ATTACHED FRTCO IS EXPRESSLY RELYING UPON THE DESIGN ETAIL'AFICIS AND PERFORMANCE STNCARDS SET lUHT H IN THESE DMAWTNCLSAS PRESENTED BY ASPS tALT SPEC4C31Eb. INC = I. SE SOLELY RESPONSIBLE THAT. AS CONSTRUCTED. THE KNOW TIED ST t '.: •( Kai' A i 9PCCITIEO /Kl•tl. ' C(Yore11 O,'IhC'a nt. t R. 1H f RESERVOIR AND IRRIOATTON COMPANY BASIS Or BEARING: THE NORTH UNE Of SEC HON i6 TOWNSHIP I NORTH. RANGE •e WEST BETWEEN A FOUND MONUMENT AT THE NORTH QUARTER CORNER A r ALUMINUM CAP IN A RAAIILF iIOPLMD b TAMPED 'PIS 2350iT (1.12'4055 OE E .319;t541 1$) M40 A FOUND M ONiUME NT A T THE WORTHEABT A 2.1,7 MUMBN.VM CAW IN A RANGE BOX 91AWED 'Plb M'U'G (N. 12£40!8 OS, !^:IIOWOBJ 46) ASSUMED TO SEAR 989'1327W A DISTANCE OP ?OA E6 OCNCNWIRK NOS PIO DPI.67r LAVE CAP ON STEki. WOOD W Cade Mt*,U&aENT LOCATED SOUTH SIDE OF CO RD & 0 t6 MALES EAST Of INTERSTATE 25, 22.5 FT SOUTH or A S• COME WALK AM)' 6 R EAST OF A STORM WATER MANNY F (1N THE SOUTH CURIUM OF WCR I [Lev MAYO IMl • 511115 W (7WN*K'TEVEt OVER' ASPHALT SPECIALTIES, INC 1111((0 DALLAS STREET MFNDFRC(W, COLORADO SUMO CONTACT DOW HUNT PHONE Y33-269-8655 EINC.fOEER PARAGON ENGINEERING CONSULTANTS- INC 1SS2 SOUTH ELATI STREET Si tI TF 101 LITTLETON COLORADO Sox CONTACT T000 CARTWRIGHT. PE PHONE ))379440(M SURVEYOR RED ROCK LAND SURVEYS. LLC TARS W ONTARIO PLACE LITTLETON. COLORADO S012S CONTACT JOHN KRAT2. Pit PHONE' 303-114 400o IPd itaTK)N OUCH COMPANY FARMERS RESIVOIR AND IRRIGATION COMPANY (FRICO) SO SOUTH 27714 AVENUE BHKAH/ON COLORADO 60601 CONTACT: SCOTT EDGAR PHONE 13}659.1377 SHEET INDEX SIEE I NO SHEET TITLE I COVER SHEET 2 DEMOLITION PLAN ) BULL W iC11 PLAN MU PROFILE 4 DETAILS • SEW VEHICLE TRACNC t) - EAST Arno MST VEHICLE TRACK*0 • WES' ACCESS • r er• t IM T a Ri tai. aT' {l{ •ISA ti 1 ' r• "'HA 1 IItTILtIM TYPK'AL •mrw.... ROSSSICITUN LLWLALE tYfl L$ RteS.t$LL.ACTl1 t t—:a�r.t_.P -.—d 0, Pa S a A•I'•PIN IT NS r. STS • TU Salo OAS OM Sada N toe ��A4�F�I+I.L�tli1{tMMFrr I. t BIi1P O1�ISSW • N Aso Lw—l�I Wagseatr. 1 i ••• . sass .I relit Li g1•PAP. SI is slog amt SSA • awl 4 •e wog lb topsoil (1 IH4 V.0. t• •Ac r ads eq—a 411IS Its SS end .444 vele tap Two as 4.4 Istadkirr N..I+TLw Apr Missas .•wr NW TO KALE t LT_E.FrtIU biota. (S • - S._ y titaj elorsT+ . AMI� ..w.��tP�I1w... L. Sown. tb. H.•♦ a - Whit COUNTY •2FFILIC WORKS D,IPARIAWLTYT Eelsc. •. •�..•IA•r••I i1Ff sass � URBAN I tit IA)t 1100 ono 1 anLtallum—i FTGDBN ATM. M WE LIT CNN I r:MITNEERIPOI & i.UNt1 R(If •TlON Litt i ERIA - I t N I t Know whats below. Call before you dig. ENGINEERS CERTIFICATION: 1 HEREBY CLRTI•V THAT THESE ROADWAY IMPROVEMENT PLAtb HC•l WELD COUNTY ROAD WFRF PREPARED MY MIT OR 1114151$ MY THRECT RuPfRvRKf1 lase -1,"cefie TORO C•ARTWRIGHT. PE COLORADO NEli1STLNEOF1it .tbSft)NAL ENGINEER NO 3334.1 REVISIONS I FRED TPUN PATHS 2 FRICO COMMENTS 3 FRICO COMMENTS 4 PRICOCOMWIENTTS 5 FRICO COMMENT 1215.2016 01i1If.'OI 021012011 02/71(2019 00N0T/2W V PARAGON ENGINEERING CONSULTANTS, INC. 1852 SOUTH EUTI STREET. SUITE 1O1 UTTLETON, CO BC 120 303 794-8004 6 ASPHALT SPECIALTIES NCR 6 FRICO SUBMITTAL COVER SHEET DESIGN TALC �TE. 7/W20i9 1•CKE NA PR DRAWN TAW OJE^.TIRO lieu i�F•'fi0}? •.., sa�j A ..sVI•It)+.il)1B TL to t 11(73,,1 . I.?, , r f�lr SHEET 4547184 Pages: 35 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO IIINIr1Rl4h'rh'IsWh4p kilF6r, rik 111111 0.00 STA 0.36.07 / 132E ILI BEGIN r WILL REMOVE AND REPLACE EX it CMP • w. • W N 1141 — — 2.00- - - — AMA s-•••�,. ...- a.-61. — — allaPana -- — STA U•36A910.-ST BEI31NMNC REMOVAL OF CL STRIPING 1 STA 0.369.•• /13881R) BEGINNING OF IIAWCUT & r PILL $EtsINNINv Of DESIGN ALIGNMt N7 N 1:74)12 24 E IIS1122 %S -W Z J S U as a SW SAWCU I CONSTRUCTION JOINT • yr.-I 4. X) RIM OUR. SEC 26 N 1254069 00 at 315355' 00 'I - EAST BRANCH OF THE fRI A I (wag IRR1(IA TX)N Dlr(iIR OW fi I( Nb9-3Bii-E 160 01' REMOVE Ex 16• C.MY AND DITCH MU7.406SYOF ancstarElleTING ASPHALT stow r DEEP I.TOTAL) A " • n•oo_ 1 *400- } r.bb_ 4.00 900 wens +■■■■�iw. a.■■son>oN� WRC 6 _ .10.00 0 I ' REMOVE APPROX 55 S Y. OF 1NNCRETe IRRK3AI10N DITCH • • • a ♦ .4 s_IiWD_ • rist I 14.00 - - T • �w J MILL 7 405 SY Or - E%1ST WO ASPHAL ROAD r twry ((nTM - • aeataa — - MINIM. a S `.N Il.S4�ib7 It, E 31b3NK2711 - - LEGEND I -I A Sea S , - - _22:00 21000 torsworE Piss EXIsTINt>RICH I (*.WAY SECTION LINE PROPER Tv CIMF DUSTING CONTOUR I=XIUTINO (CAN EXISTING WATER EAST TAG ELECTRIC EXISTING FIBER OPTIC EXISTING FENCE LINE EXISTING OVER1•CA) POWER LINE EXISTING STORM LINE EXIST IMO 1YPe C. INLET EXISTING POWER PIN F IMO IMO ASPHALT PAVEMENT rnty'OSco CONTOUR PROPOSED CONTOUR (SY DTI CRS I PROPOSED DITCH r f • f • • • • O -1 i IW w --rtz)e1-••>r�.■+ar 11108 - 4_ 174400.- 1989'.1.5•001t T1M.YN ; a - 11:00 - p -- 14.00 I �--15000 1. 24.00_ FUTURE W(WT OF WAY 4.40' ]0 SPOT Et VA DON to t 1Cmar1NG GROUND ELEVATII.?N F(1 PR(ivcnrn ream` GRAOf 11.N WENT ElivATTON St.' CROIS}SECUON LINE NUMBER 3 1 - PROPOSED SLOPE PROPOSED PAVEMENT STRIWNG PROPO&iE0 ASPHALT PAVEMENT PROPOSED TEMPORARY ASPHALT PAVEMENT PROPO.SED GRAVE!. SHOULDER I PROPOSED ELECTRIC PROPOSED POWER POLe PRC PO3FD RADIUS ALIGNMENT OFFSET TO RIGHT ALIGNMENT OFFSET TO LEFT • — — 1 7.!196 Li SAWCUT -. REMOVE MOSSY OF A;'P11M T PAVEMENT t IF Of SAWCLJT 1. REMOVE OU6 S Y OF ASPHALT PAVEMENT Know what's below. Call before you thy. - - <•• / STA 24x113.001 ).ov ENV NIMLNAL OF Ci. SINrIC — — NE114COR SEC a N 12540150S•, E 3150090.46 t STA aW3 Mil 1990 IL1 END rMILL- 1 I/ STA 2S-93.91. 11 51•(R)._, END OF SAWCUT A r MILL DEMOLITIONS CONSTRUCTION NOTES. I c(MI1MC?Oll lb VUIYY I! A TOt WAIL O0ST ON riot sow* 1Rh 04 Olt RCO. II AK* WAU 6 KOUNDWIIITVt:I111( TS WHEW' OA PIA[T t W 7 iz U END OF DtS$JN ALIGNMENT j N 121114073 LS F 3111011b1i t..._.111111___ RE VISE -INS 1 FRICO TURN PATHS 12W20'S 'l FRICACOMMNETS 01!,1/2010 PARAGON ENGINEERING CONSULTANTS, INC. 7852 SOUTH ELATI STREET, SUITE 106 LITTLETON, CO 80120 303.704-8604 3 FIOCO COMMENTS 020y2010 4 NOOUC(MIMEN1E4 7111142010 5 FRICO COMMENTS 00/0140010 n ASPHALT SPECIALTIES WCR 6 FRICO SUBMITTAL DEMOLITION PLAN DE31ON. TAG DATE. 7l970I9 I SCALE. 1• ■ 6v DRAWN .lAW PROJECT NO. 17 014 SHEET 2 4547184 Pages: 36 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO LEGEND FARMERS RESERVOIR AND IRRIGATION COMPANY NOTES. Oef+NTltne: A FACt.ftr OWNER • MCC B PROPERTY WMJR ASNW T VPLt:lALI116s ( CAN oval* ASAIAI I API Gam TWA fNDNETR PARAGON HN6*ESRJNG t ALL ROOM* I A.N AM) cAWI LAJND TIC AL 1 MM MU4s t AR A:.COIItU4Ct IPM TIE FARMERS REKERVOIR AND IBpaiAT10N C/ St'AWV OWON Pie * W MANUAL .ATEST EDITION. EXCEPT AS SPECBK`AL Lv IAEOIMITI REV RESE P RITtlECT ORAVANCIb 1 IDS T WIC NOR S1M41 tem. IMILMAnt v AND HINTED PRNCA •iAMAL sa ►ROM ANT AND Alt QUALITY. REAL AND ALLEGED N CONNECTION WVTH DIE PERFORMANCE It WORK ON T1R3 PROJECT. ESCEPTIK1 MR UMUTY LAMSK4 TTROIA RC GROSS NCOLICANCG OF PACO 4 ►MK:(: AND ITS AtMH4Tb Olt WNRVL I AN t a IA) Mi I WAHNANT OR GUARANTEE THE ASIAN( r CM OLISIM S RLUF:VYFD AND *AWNED RY FRIG: Fibrin REVIEW Of PROJECT REPORTS PL.ANA AND SALO' ICA !SRO IS POUR THEE 3(XE oCNCFT OF !MCI) TO Dt TT TH NT P PRL/JECI of Thu COMORMI TO ERIC() OER111ar(:HOWL IVES 'MIKN a NECESSARY TOI LAWIPI BLI ASSJKt THAT PROJECTS 00 NOT ATAPRSEL7 AFFt1iT t1K IM;t ;MA OR oPERtcflows of PFOUS S CONTRACTOR SPILL SCHEDULE A PRE CONSTRUCTION MEETING WITTY FWCO REPRESENTATIVE AND 'TWILL) COUNT? AT LaAst fN HOL-RS (*Ks( TO START OF COPATRUCTKXN THOM N ATTENUANGE ANNA NLLUOt 0w•tER S REAR65ENTATNE GNGMEFP. CONTRACTOR. AND OtitfR AFPfCt fl AC.FNCIPR COPOUT IXTYt . Pt ANs Will at OIfIRISUTEO AT Inn Ptt-Ct l3TRUCTKJN MKEWei TECHNICAL APPROVAL Iiv F1U(.() CA 1Hi CRbUM OA THE Mp7LOVLMkh IS SPEL:I AU *bast SMALL Nut CONSTITUTE AUTHORIZATION TO BEGIN WS AN EA141SIn OR LICENSE ADITE SKNT APPRCNtu flI PLNANY ACCESS AND CC(fN nituc7 N PERLILT t,NCI UOIHA1 sot Of AI 'NAT I*LUDE1 THE DAY. MONTH, AND TEAK WHEN a et A4uu*EDL Amu WHIT TEN NOtaa( it:, MUM FROM FRAMS GENERA.4tMN_FR ARC ALSO TM:RA RE° PRIOR To c01AlEWCvc COI.btRUC 'KAI ACTmitt FOI.LONNG THE APINMOVAL of THE DEMON FlANs AND PASPMINT A tK:lh9E Arottsr AEhT AND (noon TO lot C A CTMICTN.N ACES I IT Val SEINE RRk6PUNSMIITY OF IIE CONTRACTOR TO M4/SRI A CONSTRUCTION SCHEDULE TO PRICA FOR REVIEW NO APPWNA coisA7b MII•ROVAL Of THE CONSTRUCTION SCHEDLAE s A FRICO'T axe ant nom AK) MC) MAY RicLIB610 APPROVE ASLH ROME K IT MAY .WAG T t•IE CASA S(YERATICM4ORF RKLT1) Alm JTr tOMANN1 AAa on ACCESS ITS f ACA TES C COHiPWGTCR CMS NC6TNE.T CGN$TRJC•lOI ACTIVITY TO AREAS 0(4 Pe AS POIMANENT *1O01 ttMW(SAPV CONSTRICTION EASEMEN T s UNISS OTHERWISE AUTHORIZED SY FRICO AND PROPERTY ~014 • CONTRACTOR. SHALL ELL RE3PON.SEXL FOR MAINTANWS CONT11lIJOUS ACCESS FOR FRICO PERSCNNLt AND roulPttfNT A; CNG 'He tEVGTN OF THE EDWARD CANAL THROUGHOUT THE COURSE OF THE PROJECT • ALL MATERLAL5 AND WON(MANSHr N NI.- OE Mllb.*tl TO teark34 ST ERLLJI) floc° RF-1WRVt% THE IIIUHT To ACCEPT OR REJECT ANY SVCH MAMMALS ARO WORWNANSMP THAT DO NOT CONFORM TO $TANOAROS SIR) 5PEC2PtCATIONS CONTRACTOR SHALL PRCVIUC SHOP DRAWINGS TO Mtn FOR ENGN5ERSG REVIEW MID APPROVAL PRIOR TO INSTALLATOPI Of EMI N. I(tA.% (It( fAUUI K.N, f iN WHIu.TI:MOP UWAWNWS ANC (AEAILL' I0 CONTRACTOR SMALL VERIFY Arrus4Acv NETW%4 N WEIR SET FIRTH ON THUG PLANS AND WORK RFC .RED IN THE PSLA. ANY DISCREPANCIES .SHALL SE MOOR/' to DE ATTENTION or THE ENGICM AND ►RICO PERRI(SUITATTIL PRIOR TO START OF COESTRIX:TIDN 11 IT 4 NNE ENGINE .:Rs RESPONSIBILITY TO RESOLVE CONSTRUCTION PRofitrwi WON ERICA DUE. TO emit:own CONDITIONS ENCOUNTERED eV CONTRACTOR DI$IMC 111E PRCIOREZS Of ANY PORTION or TIC PN(WOG(0 'N NN. t/ N THE SOLE CYPIRON OF RECO PROPOSED AL TERM IONS l0 HIVE APYNOVEU (XND IIaR:I Ole PLANE INVOLVE -5 SIUNTACANT CHANGES TO THE CRANKIER Of TIE WORK OR TO THP %utt;l! CONIIOUOUS Mar OR PRIVATE AMMUVENENT5 Enae4ttR MOLL St MiPONOML FOR StelATTING REVVCO RUMS TONICO PON REVIEW AND 4PM7VN WA T7 AMY FURTHER C ORelltUCTION ICLATED TO THAT PORTION OF THE NOIR I? OFNX.MOWATE4 ENCOLONERED I) 1MPG CONSTRUCTION SHALE NOT 116 RELEASED TO FYICO% LAPIN (IR OTHER I AL•►I I lib WTI MAJ t SRI' TEN APPROVAL FROM TIE PRJCO ou!L71JAL I MNOtR tr Ms CXWCRFTE USER FOR THE PROJECT SNtAs1 CCIWOAM TO A) 3110 ON CONTRACTOR SHAII IRWPLY IIMO WITH 'TARP DRAWINGS AND IPECFICAT IOM FOR ALL PREFABRICATED CONCRETE O RMTu s ro min G(7N1.OTTioncC To ACti MO 14 MERE THE EYIST)hC. SIDES C R POTION Of TN! CANAL ARE D1$TUP1ED AND ARE To SE REPLACED ME TCP TWE FEEL (7F BACKEILL MATERIAL WALL TM CLAY COATINNING AT LEAST W PERCENT eV DRY WEIGHT PAWNS me net b*Vt LFIE:S) "NU A )•LAO IK.I: r flax OF IS LIR (FtEATER AS AN AL TE3RNATIVE, THE EXISTING MATE RJK CORN BE @AHED VVMTH TAO PFRrFNT POWWO % DRY RENTOINOTF TRY DRY VYEIGMTJ PROVIDED Ttt. tXRit INU SOILS GENTA:PI AT LEAST LS PERCENT FINIS THE MATH PWL3 UPON COMPACTION SHAT HAVE A PE RIALASAI TY LESS ' OWN LIP EQUAL TO I X1O4 C:A'SEC AS Ut I HIM INEU ar ASTM O 971 It THE CHANNEL CLAY LUNG SAN l BC COMPACTED TO 00% OF THE M)OttlU0 PRrx:TOM (ASTTN DISS7) AN0''MIHIN )1. TO '7% OF TIC OPTIMUM M O(STURC CONTENT Mt Ott L. DC PLACED IN DWI Uult LATH MAAMI(JM LOOCE LIFT THI,KNESS OF I? IFC EA PLACEMP.V I ($4 PO1CH SLOPED MAY RCOUIRE GVE'HlUt.DVN ANU CUTTING SACK TO OBTAIN n•E REWIRE(' cntesCn(1 N N AT PROM>SMG MATL'4 L T nits Tun IThW AS MOOING CL AV UNINC. own AACflU GALL SE AU MaTTlb IC) DMA) EL I AWROJVAL PRIOR ICI PLACIMtNf 17 NAregeALs DRAIN Et TS ANALY9IB IASTV aim, AT ItIaFRO LIMITS (ASIA 04)T/Ot. MNO ►YIWTURIADLMSR) RLLATIOAI-SM• TESTS (ASR 0166'1 St AL BE COMPLETED. AS A MARIUM UN EACH. bat TYPE CR AT A RAIL OF MU CV OF MATERIAL PLACED WIC,*vER IS GREATER ZOWAC TON CS BEDDING Cl AY LUNG AND K1 TWRS (If NACRE* , IRA; I RE WWII At A HAN tW Al I EAR T FOUR 1 ESI5 +tR I am SUUAJK I ft l Cl PAT. MA TENN. PER THIS FREQUENCY MAT SE ALTERED $t flit Dow OR FRICO REPRESENTATVE DEPENDING ON THE enact NHL WILIKXXi Sv 51401 THE CON t7Vb`TOR 'SLUING TO 01110a4 ai COMPAcnew OR F cseGumVTANCE5 AMRRAVT ADIXTO NAt TESTING. THE TESTING ILL ftt AT VARIOUS Derive AND WCATKM5 TH. E7/t)URICSR OR AN OMENS RfPUSiHTATTVE RCN:RYES THE T sG.a TO REQUEST ADC%TLJ VIAL TESTS ANC DETERMINE DC LOCATION Of TESTING THE TESTING MAY se rI:IMEELTeD WEER RY $MKT CONE DENSITY TEST •ASTM D /WI) (XI BY TNt 'IVCLLAR GAUGE (MTV OOHS) memo09 TEST Wars *HALL PE IMAM TIED TO f lacO s PREStR I A MIT WITHIN a HLTO KIA Of THE TEST OR ON T NW NEXT SUIB(NO LAY 10 ON STEEP SIDE MOPES FEL MATERIALS W1fflEH CLAY L.1FNG OR SUBORADE SORE MAY HE RIOURED IC) NI. PLACED O. H ORIZOITAL LIFTS ALONG THE SLOPE TO AC/YE•vf THE HNTIFIND CO&WAC1KP4 TIES IN NOP WILL LEIEA II AN V VLM11LAl T SEC I NUN THAN Wi-t DE Cu I SACK TO FORM THE TJFAIW. SLOPE ?a Got* :TOR SWELL MVMAN SILT FENCE AND OTHER EROSION AND StDM1ENT CONTROL SAPS ON A DALY OASTS AND SMALL C'REVENT N'BM$1 FROM ENTERING INTO THE CANAL THE :;ONTHA;ICR WILL BE tokspeNstllt I (A( (MAT T.UAYI L. W MOMS THAT ENTERS THE CANAL V PAPE PAL. Jt .INS ES% ANOTHER SPECKS: MAN TENANCE AGREEMENT IS M PI ACE CONTRACTOR SNM.L OP $PEPTAIRMN F FO)N • ie PROPER P$U (f lAlit TTY IIs'wul.kwen ION A MEVP.AJM or TNO TEARS FROM THE DATE of SUP). RAN C IJLL C(**1e MDR C.tAMTMK-. LION ACI;AITANCI W THE iMPROVEMEDNTS PT FRK;U ANY PAJLLJC UUM*O ' HAS PERM OF OLAITAHRIF DUN I OF REMEDIED NY CONTRACTOR II) DK.. SA rat ACTION CIF FRICO At L'CNTRA;TORS O€PEIMIC V AM -1101.: WC•U%WITS ARE ' U aE TAJWIJILD TO MCC. PRIOR TO SUBSTANTIAL COMEIITPON I C(INSTRtctI( . A-.CEPTANCE co Tl'E WNOVSMENTS RECORD DO0JMENTS SHALT SF S&SMnTTED ELECTRIlNC11t Y- N BOTH PDF AM AUTOCAD FORMAT MOP 10 I RRX) ACC(PTMa A8 -Bun. I ORAW PALS SNAIl TIE t UNUJ ANU E I mall) BY A REUIS I NILO PROFESSORIAL Dee EMiNEER At ASSAM. MARKER ACCTS AT .RICO'S WIN LILT Oh WITH $SW 1W YHA C AKA. Tr( DFRK11ATt 1HP I (X'AIX N (1F ANY t11IonenW ' C (Rs nips II ADDITIONAL FARMERS RESERVOIR AND IRRIGATION COMPANY NOTES: ANY EXISTI4Q !RICO Weiss ROAD THAI K. rb*TIRif*n WRING THE (($ W MUC'T► N PROCMBS MJ►I fa MA TOPED IN ACCORDANCE WITH nC TANNERS REZERVOIB AND IBROAT)ONN c(*WANY OSSIOFI C:IIITSIMA sat TXJN 4, Alt VNSPBCTR)N Of Till BOX 4ALSLKI VAT 11 IRICO. THE EN(WE ER UT RECUIM) DIE OWNER MID THE TJUNTKACIUIF SNAIL TAI(51.1ACS PRIOR to COMITRJCTKIN in VERIFY THE LXISTSAG CONDORS,. CM THE SOX PRIOR TO CURIs1NUGTON OF THE SOX CT/LAITY ExTENBIDN A SECOND INSPECTION SHALL TAKI PEACE TO flkl'Y THE INTLHSI COlOTON OF lit BOA AND TO [,1lNIW) AND FIX ANY (KLM)Ci THAT WAVE HAVE O VELOPEO Matta. Ink INTERIM coraT ON CONCRETE GENERAL. NOTES: ALL CdITE SHAL: N CLAYS D Aso 1W WLCVP A a DAT CONPRfi51vC STRENGTH O 46DO PS1 *S**I CONCRETE MIX SHALL HAVE A MAXAA M RATER/{.• m1e T& tYY'C) RATIO OF 042 N ACCORDAC1 WITH AG K0 CONCRETE Foams FAR C►STAL.ELACF cant TF PAX OA VERT KW) EWIAA 1 NAT A REMOVED (MtF, THE cacIatt CCALPIOESSVt STNENU' t TACLWS 1000 PSI REFER TO (cot •s-TNOMO SPEC1*JCATEJNI FOR ROAD AMC SISOGE CCIWETRucno4N' AND War &TM(OARD PLANS FUN DESA)N STANDARDS NOTE TRAY THE NEW CAA1JIRT MA Mtn LESS DMA WA (1) FEET O Flu REIGN? MTVIDC WATE ONDOF SIG MkMSRAAE AM) EPDXY COATED BARS AS SPECIFIED 1)11 COW STA10140 Pt AN Mew AIRY COLD dovecot JOOIT TO (Ap1INO CAR ON IF tomtit HAVE A WATFRRT(1D TNP CONTRACTOR !NATI MOUSY A MA? A5(1 Pit-XXIC1 P1*f11L:H ANN' I OFF TC HO FOR APPROVAL PRIOR 10 conottC710AJ •Jt*,PECUTED WATlf1STOP PRODUCTS LIMO WHIN CONCRETE COVER IS LESS THAN 4 INCHES WILL ROTA ARE A PFN)OUC T 5t.SMITTAI TO SE APPRovirr PRIOR TIT CONSTRUCTION INTENMI HEADWALL TO BE CONSTRUCTED PRIOR TO GRADING AND ASPHM T mom PROPOSED TEMPORARY CCN•9T EASEMENT \ CUNT 20.3 L► S11107RCA 4.DR% to N 1234012 411_,‹ CONCRETE omANNEE / \�yti tr R' SLAB-ONGRAOt TAPERED DITCH SECTION FROM EXISTING CHANNEL TO NEW BOX CULVERT J WING WALLS ROTH ARKS 20 C Y ROAD BASE DITCH ACCESS DRIVE i/ N 1}S4O33Ifs e 3153412.71 I BULL CANAL DITCH FINAL PROFILE FX COWEN 1F rYMNNFN - q,44T IKRI0Atl )N �I (XT1:HRflw 1 'S �lr liter If CI A Ti ►AISTINNJ RIGHT -0E-WAY SECTION L (ENE PROPERTYLNE EXISTING CONTOUR EXISTING GAS EXISTING WATER f.X.TRT(MLfl ECTRI: EXI$T:NG FIBER OPTIC EXISTING FENCE LINE EXISTING OVERHEAD POWER LINE LAISI NG STORM LINE EXISTING TYPE 'C- INLET EXIATN4CN POWER POLE I:XC'ITINGASPHALPAVEMENT PROPOSED CON TOUR PROPOSED CONTOUR (BY OTHERS) poupo6ED DITCH ,det r seal I.YG3T/G1a.A.a FUTURE RIGHT Of WAY SPOT ELEVATION EXISTENT GROUND ELEVAT K>^. PROPOSED FMNSHED MADE INVERT ELEVATION L-MUS`YSfC TOR LKPE NUMBER PROPOSED SLOPE PR(WOSEi)PAVEMENT STRIPING PROPOSED ASPHALT PAVEMENT PROPOSED TEMPOFtARI Asfl4St T PAVEMENT PR(WLSFO AWtvEL SH OUI DER PHOPC)LSED ELECTRIC PHOV(JStl3 'LAWN Pet PROPOSE° RADIUS AL1LAt1JENT MUFF SET TO Nib? I AL IUNMENT (VISE T TO I F • EXISflNU BOX CULVt1tT cHOSS-SECTION NUT TO SCALE J S151) -10' HICAI INTERIM •1EADWAU. TO RETAIN SOIL PRIOR TO BOX CULVERT tXTENSON HEADWALL I REMAIN IN •- FRAM NC BE BURIED AFTER COMPLETION OP BOX • COOT MMD1 • I BOX CIA VERT PROVIDE REINFORCING FOR S- I l', R•6' SOX SIZE ADJUST REINFORCING DIMENSIONS v1 FK(N1140 to S ID ILL MATCH EXISTING 5 1T CIXVGRT Box I I,aI(ww t set I INN URADt REFER TO CONSTRUCTION JOINT IC) EXISTING CHANNEL DETAIL ON SHPrt ♦• EX (WADE & OMBa 1 114() 70 314 Of 5 1 TT 11 RCA R V• • 9' IitAP-0,44LRADE ovt8 sr MMIISTURE CONDITIONED • / REO.OMPAC TED suliCIHADE fl.M) TO 0«)0 A • TM lff IroC 1' ASPHALT SHOTA.DER A 1• GRAVEL $7777ULOL•H CDC.? Of TRAVEL LANE PROPOSED ASPHALT EMBED AND EPDXY N A 1E EPDXY COATED TZARS a 1r 0.C. ALL SIDES FX STT%TTRCA a -410% CONTRACTOR TO vERtFY IF EXISTING CULVERT HAS TOE -WALL BELOW GRAOC K TOE• WALL EXISTS. PROTECT IN PLACE 2' OVEREX $ NECOMPACT CLASS 1 Mc PER COOT M-106.1 tIORIZ SCALE I' a ?C VERT SCALE 1••7 I •Tl(I 514{) SIV. 1•n) Gtu BULL CANAL DITCH INTERIM CONDITIONS PROFILE T•RR )PCLSLF.D ASPNAI T EDGE OF ASPHALT IFULL BUILD OUT) TEMPORARY ASPHAa 1 EMBANKMENT TO BC REMOVED ONCE BOX CULVERT EXTENSION I i Cfl4STK4OC IELI ANC) APPROVED ROCK SOCKS ON !LOX Cit VERT Ann WINPI WHIM NND STRAW *ALMS UN TOP OF THE RANK A ONG BLIX CULVERT 70 PROTECT IRRIGATION ()ITCH g r T EtrPURN:Y JERSEY YARRER TC BE REMOVED ONCE SOX CULVERT - EXTENSION ell CONSTRUCTED. APPROVED AM) FINAL GRADE IS ESTABLISHED _ TEMAPORJIF: V BAND SAG I REMAIN 7 CLEAN OF TRAVEL LANE 11MPORARY/E XUTNNC( EDGE OF TRAVEL LANE ex e.Irv:tics • ow T TOHOZ SCALE T • ZIT VERT SCALE •• • 7 ( Know what's below. Call before you dig. III RE VISIONS I FRICO TRUN PATHS 2 PWCO COMMENTS 3 FRICO COMMENTS 4 ERICA COMNAENT`.4 S F1bCO COMMENTS 12/6.10 IS (11(3 V?D IV UM/iS'lV 0211 IriGht 01•07401e S «IV PARAGON ENGINEERING CONSULTANTS, INC 7852 SOUTH ELATE STREET. SUITE 108 f.! TTLET0N, CO 80120 303-794.8804 ASPHALT SPECIALTIES WCR 6 FRICO SUBMITTAL BULL DITCH PLAN AND PROFILE 3 UtSIC)N. $ZHS UNAWN JAW DATE: /AY101Y PROJECT NL) SCALE r-% 174)14 SHEET 4547184 Pages: 37 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO i II PiPlit7 NilfiriFiglid 141hW�} III I CONSTRUCTION JOINT FOR CULVERT TOP/BOTTOM SLAB AND WALLS SOT TOSGLE RIPROE LVATEHIDTOP AT SOWS Sa BLOBS Di 1010 COSTINGCOI..IETE 1 7 1. SaaNN)I EP(AON) IP DAB CONSTRUCTION JOINT PROPOSED CHANNEL TO EXISTING CHANNEL (EXISTING LINING THICKNESS <6INCHESI NOT TO ST.u.E PROMS wATIRSTOP 0JOIG PROPOSED CONCRETE CHANNEL L r °NOUS ®1CIrroe t1Ro°ECENIEN OF OWING JS COIICRS1D. CLEAR HOLE 5552. DOWI NNMMTl1R 065104 WFLB BY 810785856 BYlµ0000 COVCROE CIS (5- 5171 CONSTRUCTION JOINT PROPOSED CHANNEL TO EXISTING CHANNEUEXISTING LINING THICKNESS > 61NCH� SOTTO.. EMBED B EPDXY N a 101 LOBO EMIT COATED BAAS IS ITO G ALL }DES. GENIES OM8 N EA0TW0 =VERTWALLS ISLAB AND OEM AS REQUIRED SID HEM CULV ERT TOP MD B°T1DN GM RCINEORDESCN8 RP COOT 51741 I FOR SAIL SIR AM➢ SFKINO NEW BOX CULVERT TOP R BOTTOM SLAB REINFORCEMENT PLAN NOT TOSCO. Toner aMJx 11 10ISTURECONDITSSEDa RECONPACTED MOS. S s% S',ABOARDPERM OR MASTS DOS UNDER S4f ON WADS 811 KRowwwts below Call beforo you dig Pd PE IH411 10 A uLVESTDnau (SHEET Bi SECTION A A Norrowu8 NEWCLSVERT EMRTNG CO VENT PROF XCAO(ALL AT CONNEGTXW NEIYIT°, NEW =VEMN EI08RX0 CULVERT RE COOT El., I FORRSIIFOROXO PROYEETCEYMZL AT C6aNEC10N MASON MEW CULVERTS EITITUI0 RE COOT WWI I 1 FOR RLMFORONO SECTION B -B NOT 10 MAU • WNGW/11 RE COOT LEM SO WEOEN. FOR MP YS rob WALL DTP or ucH MIIEwl N SARA 1O GRACE /.TIP 0D.tw'LNJ WAT GEXRRID w SUB 28`U PROVIDE P SPLICE AS REMISED 01 EPDXY COATED D SENT E RE SUFI REINFORCEMENT PLAN rr CULVERT K. 1VE Yll°BELIAVwm PROTECT W RACE MASONS `^� PARAGON ENGINEERING CONSULTANTS INC TPo 1 CO TUN PATH. 126'101* . 7852 SOUTH ELATI STREET SWISH* 7 F7503 COED.. 0031B010 LIITLETON CO60120 30LTfa-860, FRIODOOMMINIS MBA. wwmMMclm Hmv ASPHALT SPECIALTIES WCR 6 FRICO SUBMITTAL amcomIWEMn 06007/7010 DETAILS DES. SGS (DATE TAMS ISGYE. 1 SP WSW. JAW 17411 SHEET 4 4547184 Pages: 38 of 45 12/05/2019 02 11 PM R Fee $0 00 Carly Koppes, Clerk and Reoorder, Weld ICounty, CO 1111 FM fIILI��l�rltlfT(�IY�� b�iY�hh �� II EAST BOUND ENTRY EAST OF BULL CANAL DITCH V Vehicle Diagram - •w__ sr r -11111L, W8.60 • -Dottie Bottom' Sera 'railer 114 I rak( Overall • e• I. jt r Pt E`, f-1 ', W W- 30 - -1bo conies Over set Lan cot" Ov arn$t Wtatt• OV.eenet *Sot! y FOCI QI7t Min Body Around C Secures n Clo• 'TTncit WI -06N Lod e-tes-Inc Et tins • fps errs t0 Court, TVr+ltn0 12rvell. ottorn" 1® ern a-TF•re net run Thant- •IS.ocOn a .soore t. .s1 an .s2TZlls a. SOOT% e ocsa i r . rtio nn 'FT r„.= rte• TURN TEMPLATE DETAILS USED • • • • of EAST 801,11%10 EXIT EAST OF BULL CANAL DITCH Know what s below. Call before you dig. 12' THROUGH _ANE • • • NOTE: THE TRUCK PA TMS SHOWN ON THIS PLAN WERE DERIVED USING AN AIITOC>EYI( PROGRAM 'VEHICLE TRACKING' AND A STANDARD WS -60 DOUBLE BOTTOM SEMI TRAILER FROM THE PROGRAM NOWT MOTHER PH PERTIEB RM PARCfI NO i4672451 I NM MI - Mel REVISIONS I FRICO TURN PATH 2 FRICO COMMENTS 1D181201tl 01514010 • PARAGON ENGINEERING CONSULTANTS, INC 7852 SOUTH ELATI STREET. SUITE 106 UTTLETON. CO 80120 303.794-8804 3 FRICO COMMENTS 710YLI, w 4 FRIG) COMMENTS 02'1 taut, S FRICO COMMENTS OILOf)f019 ASPHALT SPECIALTIES WCR 6 FRICO SUBMITTAL WB-60 VEHICLE TRACKING - EAST ACCESS DESIGN TAC UKAWN JAW DAZE NIWIOIV SCALE. 1' • W I'Hfl,Jt:;l NO 1T-011 SHEET S 4547184 Pages: 39 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO II i MrafilVAINCIWII4 144,1:Atli 1111 I C. i- 4 • • • i EAST BOUND ENTRY WEST OF BULL CANAL DITCH • --. • • • •I • • • • 1 arartaiiiicniim _ ••ta a s — ass TURN TEMP%.ATF OFTAILS USED ( 1 : 12' THROUGH _ANE • : Si EAST BOUND EXIT WEST OF BULL CANAL DITCH Know what'A below. Call before you dig. NOTE In -TRUCK PATHS SNOWN ON THIS PLAN WERE DERIVED u91Nti AN AUTODESX PROGRAM VENOM F TRAI'J(9K- kW A STANGARI WD -60 DOUBLE BOTTOM SEMI TRA■ ER FROM 111E PROGRAM REVISIONS 1 FRICO RANVAM 124/201• 2 rRICO COMMCNTS _0171.;019 3 FRICO 00•AMENT3 021061019 04,11/41, ASPHALT SPECIALTIES WCR 6 FRICO SUBMITTAL FRICO ristr• T8 OtV01/M19 NUNT BROTHER PROPERTIES tN. PARCE/ NV 1411/-p1 1 tIIII - NB PARAGON ENGINEERING CONSULTANTS, INC 78S2 SOUTH ELAT1 STREET, SUITE 108 I ITT%ET0N. cc 80120 303TAt•88d1 I 4 FRICO CUMwENT S W&80 VEHICLE TRACKING - WEST ACCESS S 3'ffit., UE414N TM: DRAWN: JAW (I* L. /MA119 PROJECT NO: SCALE 1' • SC SHEET 8 11-014 4547184 Pages: 40 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO kilidtir WIIMINInflicHOCIMPI:ilivkillivii 11111 i USE BY SPECIAL REVIEW USR16-0041 LOT A OF CORRECTED RECORDED EXEMPTION NO 1467-25-1 RECX16-0183 AND LOT B OF CORRECTED RECORDED EXEMPTION NO 1467-25-1 RECX16-0184 BEING 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 PFVFI OPMFNT STANDARDS THE SR SPECIFIC DEVELOPMENT PAN AND USE r SPECIAL REVIEW PERMIT USR16-0941 IS FOR HNCRAL RESOURCE DEVELOP.. FACILITIES NCLUDINO AN ASPHALT BATCH PUNT ASPHALT AND CONCRETE RCMLIHO OPERATORS ANY USE PERMITTED AS A USE BY RICHT KCESSO USE. OR USE BY SPLCAL RTVEw N ME COMMERCIAL OR INDUSTRIAL ZONE 0STROM (146.•COUWMENT LEE WC SHOP AGMINISTRATNE OFFICE BUILONQUALITY CONTROL LAB LOW ASPHALT STORAGE COMPANY Y FUELING STATION AND OUTDOOR TRUCK AND EQUIPMENT PARKING STAGING AND STORAGE AND RAW AND PROCESSED WEER. STORAGE WEN SCREENED FROM PUBLIC RIGHTS -OF -RAT AND OR T PROPCRTIERR PROWOO THAT MC PROPERTY S NOT A LOT IN AN REGULATIONS O OR RECORDED SUBDIVISION PLAT OR PART Of A MAP OR PLAN FRED PRIOR TO ADOPTION OF ANY REGULATIONS A,ROt11LWGON SUBOIn SONS IN THE A (AGRICULTURAL) ZONE DISTRICT SUBJECT TO THE DEVELOPMENT STANDARDS ERE 2 APPROVAL OF THIS PUN AMT CREATE A TWEED PROPERTY RIGHT PURSUANT TO SECTION Z] -N-10 OF THE WELD COUNTY co. ] THE HOURS OF OPERATION FOR THE OFFICE ARE BOD AM TO 5OD P M MONDAY THROUGH SATURDAY AS STATED BY THE APP.. THE HOURS OP OPERATION FOR THE OWLIIY CONTROL WEE ARE 600 Au TO 400 PM WORDY THROUGH FROM AS STATED BY THE APPLICANT 5 E HOURS OF OPERATION STATED By THE APRP T STOP ARE 60D Au 10 11 b PM MONDAY THROUGH SUNDATAS NEEESSART 6 WHEN THE ASPHALT PLANT 5 OPERATION AT NIGHT IT WILL ONLY OCCUR WHEN AMER. LS RDUESTED BY CITES COUNTIES OR CD01 FOR NIGHT PAGING PROJECTS OPERATIONS WILL BE CONSIDERED -NIGHT OPERATIONS WHEN THEY TAW PLACE BEREEN THE HOURS OF ONE HOUR HOER SUNDOWN TO ONE HOUR BEFORE SUNRISE DEPEN0N° ON WE REQUEST Or THE JURSACTION PURCHASING THE ASPHALT NIGHT OPERATIONS COUO OCCUR YS PER REEK WHEN ASPHALT SPEcALTIES BECOD AWARE OF PROJECTS THAT REOURE MGM OPERATORS W. WILL EMAIL WE MELO COUNTYCOUNTY PUNNING DIRECTOR TO LET HIY/NCR KNOW ABOUT THE PLANS 10 OPERATE OUTSIDE Or DAYLIGHT HOURS WHO THE PROJECT IS FOR HOW LONG R WILL BE OCCURRING AND WHERE THE MATERIALS ARE BEING Mona, T THE AMMER OF ON -SITE EUPLWLES SHALL BE NO NNE THAN SEVENTY (10) a THE PARKING AREA ON THE SITE SHALL BE MSATRNEO 9 ALL SIGNS SHALL ADHERE 10 CHAPTER Z] ARTICLE N DIVISION N AND APPENDICES 2S -C Z] -D AND Z] -E OF THE REED COUNTY CODE 10 THE LANDSCAPING/SCREENING ON THE SITE SHALL BE NINTANED 11 THE PROPERTY ORNER OR OPERATOR SHALL PROVIDE RRTTEN EVIDENCE OF AN APPROVED EMERGENCY RCCOH AND SAIEET PUN ON OR BEFORE WNCH 5TH OF AJIY GNEN YEW SIGNED BF REPRESEMATNCS FOR THE CRC D5IWICT AND MC RED. CHDNIY OFFICE Of EUERGCNLY uAHAGCUEHT 10 TH[ OCPARIu[NT OF PUMNWG SERMCLS 12 ALL LOW AND SOUD RASTES (AS DEFINED IN ME SOLID WASTES DISPOSAL SITES AMD EAERTIES ACT SECTION ]0-20-100.5 CRS ) SHALL BE STORED 4x0 REAWCD FOR FINAL DISPOSAL IN A MANNER THAT PROTECTS AGAINST SURFACE AND GROYNORATCR CONWINATION 1] No ASTESpERALMENT DISPOSAL OF WASTES SHALL BE PERMUTED AT MIS SWR THIS IS NOT MGM TO INCLUDE SITES[ W SILS SPCCIFIGLLY EEIAN R D FROM IHC DCFINOION OF A SOLID WASTE IN THE SOLO WASTES DISPOSAL SACS AHD fACRlTlE5 AGi S[CIION ]0 ]0-1005 CRS 14 WASTE WIERALS SHALL BE HANDLED STORED AND DISPOSED OF IN A MANNER THAT CONTROLS FUCITNE FU DUST GITNE PARTICULATE EMISSIONS BLOWING DEBRIS N4D OTHER POTENTIAL NUISANCE CONDITIONS THE M D FACILSHALL OPERATE IN ACCORNCC WITH CHAPTER 14 ARTICLE 1 OF THE RELO COON, CODE 15 ODORS DEGREE° Off -SRC SHALL NOT EXCEED ME LEVEL OF SEVEN -TO ONE DRUMM THRESHOLD AS MEASURED PURSUANT 10 REGULATION 2 OF THE COLORADO AR WLLUON CONTROL RLGUUIIONS THE FAGILITY SHALL BE OPERATE° IN A MANNER SO AS NOT CREATE A PUBLIC NUISANCE T6 NORM GUST SHOULD ATTEMPT 10 BE CONFINED ON THE PROPERTY USES ON ME PROPERTY SHOULD co'PLT WITH THE COLORADO AS QUALITY CORAISSIONS AIR ouALm REGULATIONS 1 THC APPLICANT STALL SURFER AN AR POLLUTION EUISSON NOTCE PEN) AND EEES00NS PERMIT LICAINN NIT EATDN A PERMIT PRAM THE COLORADO DEPARIYENI 0 APUBLIC HEALTH ARD ENNWNYENT NR POLLUTION CONTROL DIVISION AS APPLICABLE OWNER HUNT BROTHERS PROPERTES INC 1010D DLS Sl HENDERSON C0 60003 (DO]) 209-055 DANIEL WKENT PRESIDENT TNPPI (CANT ASPHALT SPECALTIES CO NC 10100 DALLAS ST HENDERSON CO 60640 (]0]) 2e9 0555 SITE LOCATION VICINITY MAP SCALE 1 -200D 16 THIS UWHERE 0 AMR., THE WXAPERMISSIBLE NOISE LEVELS ALLOWED W THE RESIDENT. ZONE AS OE ]0 OF THE WELD COUNTY CODE AS MEASURED AT THE PROPERTY LINE OF THE ADJACENT RCSIDENTAL LOTSW AU. OTHER L0WTO45 ME FACILITY SHALL ADHERE TO THE WOMUM PERMISSIBLE ISC LEVELS ALLOWED IN THE LIGHT 'NOUSIRML ZONE DISTRICT AS DELINGTCD IN SECTION 14-9-30 OF THE WELD COUNTY CODE 19 A SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN PREPARED RN ACCORDANCE MTN THE APPLICABLE PROASONS OF 40 CFR PART 112 SHALL BE AVAAABLC ON THE SITE 20 SECONDARY CONTAINmERT SHALL BE CONSTRUCTED AROUND TANKS TO PROWS CORWINFWE LARGEST WALE TANK AND USTO COWAN SUFFICIENTANISP FREEBOARD TO CONTAIN oRRELGSSEAWIERM PRECIPITATION SECONDARY CONTNYEMPROWSNND SNAILN BE SUFFICIENTLY ICPDRETODEVICES SHALL BE INSPECTED AT REGULAR INTERVALS AND MORTARED IN GOOD CONDITION AU. WNY SECONDARY CONENT WILL COMPLY WITH THE PRONSIONS OF THE STATE UNDERGROUND AND ABOVE GROUND STORAGE TANK REGULATIONS 21 NG ACCORDANCEHICLE Eil THER EOUIPAENT WASHING RULES AND REGULATIONS OF THE WATER QUACAPTURE LITYFFLUENT CONTROL COMMISSON AND D PREvENT THESIS IN [NARROWER,. PROTECTION AGENCY ZZ PROCESS WASTEWATER (SUCH AS FLOOR DRNN WASTES) SHALL BE CAPTURCO IN A WATERTIGHT ER LT AND HAULED OFF FOR PROPER DISPOSAL RECORDS OF INSLALUION MAINTEMANCC MIND PROPER DISPOSAL SHALL RE RETANFD WITH PRODUCT LABELINALL G CALL CHEMICALScHEIACALALSMUST STORED SEmuST BE CURED IN A ON AN MPEMOUSE ER IN SURFACE ACCORDANCE IN ACCORDANCE MTH MANUFACTURERS RECOuuENGTON6 2. Alit OATH APP CABLED OR RULESOIGNANCTED 'Iv UUTONAR ANYTHE EPFACILILE SPILLS WILLS BE HEPORDEDSM'DSED OF IN EOCUNENTED ACCORDANCE ACCORONICE RRN ALL STATE AND FEDERAL REGULATIONS AND RECORDS MILL BE KEPI ONSITC FOP RCOHPE REVIEW LAWN RM.. 35 IN THE EVENT THE SEPTIC SRTEUS REOUWE A DESIGN CAM[ITY or 2 000 MOORS OR IMRE OF SLYAGE PER DAY THE ARPUGNTS SHALL ADHERE T9 THE REQUIREMENTS OF THE COLORADO DEPARTMENT GF PUBLIC HEALTH AND ENVIRONMENT WATER OWLIIY CONTROL °MOON (WOOD) REGULATIONS 36 OR CUPLOYCES THAT ARE ON -SILL OR LESS TIAN TWO (2) CONSECONC HOURS A DAY OR EN (10) DR LESS CUSTOMERS N VISTNS PLR Di PORTABLE TOILETS AND BOTTLED WATER ARE ACCEPTABLE RECORDS OF 1EIMNCL AND PROPER DISPOSAL FOR PDRIABLC TOILETS SHALL BE RELMNED ON A °WRIER, BASS AND. AVAILABLE FOR REVIEW BY THE WELD COUNTY DEPARTMENT OF PUBLIC HEALTH AND CNMRONMEM ZZ A PERUANENT ADEQUATE WATER SUPPLY CALL BE PRON(ED FOR (RINSING AND SANITARY PURPOSES 26 AM SEPRC SYSTEM LOCATED ON THE PROPERTY MAST COMPLY KITH ALL PROMSORS OF THE READ COUNTY CODE PCRIANNG TO OASTS WASTE RATER TREATUENT SYSTEMS 29 THE OPERATION SHALL. COMPLY WTN ALL APPLICABLE RULES AND REGUUTONS OF STATE AND FEDERAL AGENCIES AND THE NEW COUNTY CODE ]0 THE PROPERTY OWNER DR OPERATOR STALL BE RESPONSIBLE OR ONTWLLINO NOXIOUS WEEDS ON THE SITE PURSUANT TO CHAPTER IS ARTICLES 1 AND II OF THE WELD COUNTY CODE D1 THE ACCESS ON THE SITE SHALL BE MAINTAINED 10 IAITIGTE ANY IMPACTS 10 THE PUBLIC ROAD INCLUDING DAMAGES AND/OR OFF -SITE TRACKING 02 THERE SHALL BE NO PARKING OR STAGING OF VEHICLES ON PUBLIC ROADS ON -SITE PARKING SHALL BE UTLRED S] THE HISTORICAL Flow PATTERNS AND RUNOFF WOUNTS ON THE SITE RILL BE MALNIAINCC D EEO COUNTY IS NOT RESPONSIBLE FOR THE ATNTENANCE OF OH SIR (MANAGE REUTCD PTATURCS 35 SOURCES OF LCHE SHALL BE SHIELDED SO THAT BEANS OR RAYS OF LIGHT RILL NOT SHINE WRECRT ONTO ADJACENT PROPERTIES SOURCES OF UGHT SHOULD NOT CAUSE A NUISANCE OR NTERPERE MIN THE USE ON THE ADJACENT PROPERTIES IN ACCORDANCE WITH THE MAR NEITHER THE DIRECT NOR REFLECTED LIGHT FROM MCI LIGHT SOURCE WY CREATE A TRAFFIC W2ARO TO OPERATORS OF 'AMR ROM. ON Pus. OR PRORATE CCON STRUTS LEO EH LIGHTS WY BE USED ICH WY DE [0.NM ED WITH CONSTR.° AS TRAFFIC CONTROL 36 BRAIDING PERMITS MAT BE REQUIRED HER SECTION 39-0-T0 OF THE WELD COUNTY COOL CURRENTLY THE FOLLOWING HAVE BEEN ADOPTED BY WELD COUNTY 2012 ERA. CODES 2006 INTERNATIONAL ENERGY CODE D 2014 NATIONAL ELECDRIGL CODE A BUILDING PERMIT APPLICATOR LAST BE COMPLETED AND TWO (2) COMPLETE SETS OF ENGINEERED PLANS BEARING THE WET STAMP OF A COLORADO REGISTERED ARCHTCCI OR CNGINCCR MUST BE SRMMD OR TWIN A GCOTCCHNIHL CNGINEEETIO REWR1 POFORMCD BY A COLORADO REGISTERED CNGINCCR SMALL BC RCOUIREO OR AN OPEN HOLE INSPC[IIDN ]F THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE DESIGN AND OPERATION STARDOMS OF CHAPTER 2] OF THE WELD COUNTY CODE 38 W NECESSARY PERSONNEL FRO,. THE WELD COUNTY DEPARTMENTS OF PUNNING SERVICES PUSLC WORKS AND BUC HEALTH AND ENSAONMENI SHALL BE GRANTED ACCESS ONTO THE PROPER, AT ANY REASONABLE TIDE IN ANNOER To ENsuRE THE DEVEOP.. STANDARDS STATED RIED OUT ON HEREN AND ALLLAPPWUPCABLC MELD COUNTYIHE REGULARONSNS OF ARPRWAL 09 THE USE BY SPECIAL REVIEW AREA SHALL BE UNWED TO THE PLANS SHOWN HEREON AND GOVERNED BY THE FOREGOING STANDARDS AND MAIL APPLCABLE WELD COUNTY REGULATIONS SUBSTANTUL CHANGES FROM THE PLANS OR DMLOPTIENT STANDARDS AS SHOWN OR STATED 611ALL REQUIRE THE APPROVAL OF AN AMENDMENT Of THE PERMIT BY THE WELD COUNTY BOARD OF UN, COMMISSIONERS BEFORE SUCH CHANGES FROM THE PUNS N DEVELOPMENT STANDARDS ARE PCRMRED Am OTHER CHANGES SHALL BE OLEO IN THE OFFICE OF THE DEPARTMENT Of PLANNING SERVICES N9 NNE PROPER, OWNER OR OPLHAIOR SHALL BE RESPONSIBLE FOR CDMPLTINO WITH ALL OF IHC FOREGOING OEVEIOPMCNT STANDROS ONCOMPLMNCE WITH AM OF THE FOREGOING DEVELOPMENT STANDARDS MAT BC REASON !OR REVOCATION OF THE PERMS BY THE BDARD OF COUNTY COMMISSIONERS 1 RIGHT TO EXTRACT MINERAL RESOURCES STATEMENT WELD COUNTY HAS 0 SORE OF THE MOST ABUNDANT MINERAL RESOURCES INCLUDING BUT NOT LIMITED TO SANG AND GRAVEL IL NATURAL DAS AND COAL UNDER TITLE ]4 or THE COLORADO RDRE0 STATUTES MINERALS ARE EC0 RESOURCES BECAUSE (A) THE STATES COMMMINERAL EPOSITS E ESSENTIAL TO THE ES AY E IES OF ME BAIEEFACE A CRITICAL SHORTAGE Or SUCH WASTE OF ANDI(C) SUCH DEPOSITS CAHSHOULD POPULOUS LIEEA EXTRRACCTED ALCNONG TO A RATONAL P10N OF PLAN CALCULATED 10 AVOO WASTE OF SUCH DEPOSITS AND CAUSE THE LEAST PRACTICABLE E ECOLOGY AND OUW, Or LIFE OF THE CITIZENS 0! THE POPULOOSTATE COUNTIES OF THE M ERAL RESOURCE LOCATIONS ARE WIDESPREAD THROUGHOUT THE CW, NAND PERSON MOWN INTO THESE AREAS D MUST RECOGNIZE THE VARIOUS IMPACTS ASSOCMIWITH IHDEVELOPMENT OFTEN DEVELOPMEOFTEN TIMES EARL RESOURCE SES ARE FIXED 10 THEIR S RAE HGEOPHYSICAL EAL AND GEOPSICAL LOCATIONS MOREOVER THESE RESOURCES ARE PROTECTED PROPERTY RIGHTS HAND MINERAL OWNERS SHOULD BE AFFORDED THE OPPORTUNITY TO EXTRACT THE MINERAL RESOURCE ON THE WELD COUNTY MRIGHT TO FARM ST TRMCNT AS a APPEARS N SECTION 22-2-20.'2 OF THE WELD COUNTY COD[ [ ED ON THE A RECOGNIZED AT ALL DUCE WELD COUNTY RIGHT TO FARM STATFMFNT WED COUNTY IS ONE OF THE MOST PRODUCTNE AGRICULTURAL COUNTIES IN THE UNITED STATES TYPICALLY RANKING IN THE TOP TEN COUNTES IN THE COUNTRY IN TOTAL MARKET VALUE OF AGRICULTURAL PRODUCTS SOLD THE RURAL AREAS OF WELD COUNTY MAY µE OPEN AND SPACIOUS BUT THEY ARE INTENSIVELY USED FOR AGRICULTURE PERSONS MOEINO INTO A RURAL AREA MUST RECOGNIZE AND ACCEPT MERE ARE DRAREACKS INCLUDING CONFLICTS wan LONG-STANDING AGRICULTURAL PRACTICES AND A LOWER LEVEL OF SERVICES THAN IN TOWN ALONG HRH THE ORAWIMCKS COME THE INCENTNES WHICH ATTRACTNGEsToN URBAN DWELLERS 10 RELOCATE TO RURAL LIFE HERON NEIGHBOGS OPEN RING FANG THOSE FUTURESESS UMNKCNFON ATTRACTO1sE ANDURBAN WELTERS TA RURAL. THE 'ED COUNTY WOULDEAM RAY GUCELY BIG ONE FOREVER AGRICULTURAL USERS or THE LAND SHOULD NOT BE EKPECIEO TO WARGE THEW LONG ESTABLISHED AGRICULTURAL PRACTICES TO ACCOMMODATE ME INTRUSIONS OF URBAN LISCM INTO A RURAL AREA WELL -RUN AGRICULTURAL ACORNS WILL GENERATE OFT -SITE FIELD IMPACTS EN NOIHUMTRJ GRRAOITRARCMTAMGN5 ODOR ;ROL. AHD EQUIPMENT CORONET.. RRTS LNT5 GAGE ANDS ALILURERAWO EROADS IR0MOWTET R BURNT OM ANWAL PENS ES AND FE AND THE USE Or PESTICIDESUANNDSFERTILIZERS NG O TRAPPNG THE FIELos INCLUDING THETING USESOF ACM, SPRAYING IT WING OF S CONLON PRACNUISANCE TICE FOR AGRINLTURAL N PRODUCERS TO UTILIZE AN ACCUMUUTION OF AGRCULNRAL DOWN I AND sup,. To A595T N THEIR AGRCULTURAAL OPERATIONS A ONCENTRADON OF MD ISCCLLANUS AGRICULTURAL WTCRALLS OMEN PRODUCES A VISUAL WSW., BETWEEN RURAL AND URBAN AREAS N THE COUNTY SECTION ]5-] 5-103 CRS PROVIDES THAT AN AGRICULTURAL OPERATION SHALL NOT BE FOUND 10 BE A ARE OR !TREAT( NUISANCE IF THE AGRICULTURAL OPERATION ALLEGED 10 BE A NUISANCE EMPLOYS METHODS OR PRACICES THAT RE COMMONLY OR RFASOOCLY ASSOCATED WITH AGRICULTURAL PRODUCTION WATER INS BEEN AND CONTINUES 70 BE THE LIFELINE FOR THE AGRCULIURAL COMMUNITY R IS UNRGLISIIC 10 ASSUME THAT DRCHES AND RESERVOIRS NAT SIMPLY BC MOVED OUT OF THE WAY OF RESIDENTIAL DEVELOPMENT WEN MOVING TO THE COUNTY PROPERTY OWNERS MID RESIDENTS MUST REAUZE THEY CANNOT TALE WATER FROM IRRIGATION DITCHES LAMS OR OTHER STRUCTURES UNLESS THEY LAVE MI LAND RGHT TO THE WATER WED COUNTY CWERS CRS A A LAND AREA 0! APPROMUAIELY FOUR THOUSAND (4000) SQUARE TALES IN SIZE (TWEE WE SIZE OF THE STATE OF DELAWARE) WITH MORE THAN THREE THOUSAND SEVEN HUNDRED (] )00) MILES OF STATE AND COUNTY ROADS OUTSIDE OF UNIPALSES THE SHEER MAGNITUDE Or THE AREA 10 BE SEWED STRETCHES Av... RESOURCES LAW ENFORCEMENT IS BASED ON PO RESNSES TO COMPUNTS MORE MAN ON PAIR°. OF THE COUNTY AND THE DISTANCES PINCH MUST BE TRAVELED NAT OEUT ALL EMmERGEKl RESPONSES INCLUDING LAW ENFORCEMENT AMBULANCE AND CRC FIRE PROTECTOR IS USUALLY PROVIDED BY VOLUNTEERS RHO AWE LEAVE THEW JOBS AND !MANES 10 RESPOND TO EMCRGENDES COUNTY GRATEL ROAM NO WAGER HOW OFTEN THEY ARE OWED TM NOT PRO/. THE SALTS KIND OF SURFACE EXPECTED FROM A PAVED ROAD. SNOW REUWAL PRIORITIES MN THAT RCA06 FRom MESONS um NOT BE CLEARED FOR SEVERAL DAYS AFTER A MORN SNOWSTORM CES N RURAL ARCS Amy CASES HILL NOE BE EOUNALENT 10 MUNICIPAL SERVICES RURAL DWELLERS 'UST Br NECESSITY BE MORE SELF-sufFICICNT JINN UKIAH DWELLERS PEOPLE ARE EXPOSED 10 DIFFERENT HAZARDS IN WE COON, THAN IN AN uRBAN OR SUOUNDAN SETTING AMY EOVIPUENT AND OIL FIELD PONDS AND IRRIGATION OUCHES ELECTRICAL POWER TOR PUMPS AND CENTER PIVOT OPERATIONS HIGH-sPEED TRAFFIC SAND BURS PUNCTURE VINES IERRIIORAL FARM DOGS AND LIVESTOCK AND OPEN BURNING PRESENT REAL THREATS CONTROLLING RER °TMENS WEARIES IS IMPORTANT NOT ONLY FOR THEIR SWETT BUT ALSO FOR THE PROTECTION OF THE FARMES OOD PLANNING COMMISSIONERS CERTIFICATION MIS IS THE CERTITY THAT WELD COUNTY PLANNING COUYESON WS CERTIFIED AND COES HEREDY RECOMMEND TO THE BOARD OF COUNTY COYAISSWNERS WELD COUNTY COLORADO FOR ITS CONFWWTION APPROVAL AND ADOPTION THIS SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL RENEW AS SHOWN MD DESCRIBED fREON 1X6 GY OF 3019 CHAR WELD COUNTY PLANNING OMMIs5I0N THIS IR TANDEAGOPTTHAT iW6 THE sITEBOARD SPEC. COUNTY C. PLAXONE D USE BY sPECALCORLNEW AND DEVEOPORADO DOES C CNl STANDARDS W SHORN AND DESCRIBED HEREON THIS DAY OF 3019 M CHALR BOARD OF COUNTY C0YMSSONERS ATTEST WELD COUNTY CLERK TO THE BOARD DATED PROPERTY OWNER S CERTIFICATION THE USE 'ATTAR WR PROPEROWNERS) CO HEREBY WINE TO THE SITE SPECIFIC DEMONIC. PUN SE BY SPECUL ROYER DEVCLOPUENT STANDARDS AS DESCRIBED HEREON THIS DT OF 2019 HUNT BROTHERS PROPERTIES INC By DANIEL N HUNT PRESIDENT THHEBPOREGOING INSIRUUEM RAS SUASCDIBED AND WORN TO BE BEFORE ME THIS _ T OF WITNESS MY HAND AND OFOCAL SEAL MY C0M'ISSON EXPIRES or HUNT BROTHERS PROPERTIES Nc. 4547184 Pages: 41 of 45 12/05/2019 02 11 PM R Fee $0 00 Carly Koppes, Clerk and Reoorder, Weld County, CO 11111nilIPLIMIllf! IV L'II1I111 U Cg 1 I�� S Sheet Number 1 LOT A OF CORRECTED RECORDED EXEMPTION NO. 1467-25-1 RECX16-0183 AND LOT B OF CORRECTED RECORDED EXEMPTION NO. 1467-25-1 RECX16-0184 BEING A PART OF THE NORTH OF SECTION 25, TOWNSHIP 1 NORTH RANGE 68 WEST OF THE 6TH PRINCIPLE MERIDIAN COUNTY OF WELD, STATE OF COLORADO SITE LOCATION WCR 6 -- z 0 n 0: lLi a W.C R. 4 VICINITY MAP SCALE 1-2000' LEGENQ Ex1SIAVG PROPOSED —N 5 14 7 PROPERTY LINE RIGHT-OF-WAY LINE EASEMENT CONTOURS PAVEMENT GRAVEL TRAFFIC DIRECTION DRAINAGE F LOW ARROW CONCRETE PAN FENCE -01 (OPAQUE. VINYL) FENCE -02 (CHAIN LINK) FENCE -03 (OPAQUE. WOOD) THREE -STRAND BARB WIRE STORM SEWER STORM MANHOLE FLARED END SECTION -OHE- - - - OVERHEAD ELECTRIC LINE POWER POLE LIGHT POLE OIL/GAS LINE VENT 0 Dv W OIL/GAS VALVE STRUCTURE OIL/GAS WELL TRANSMISSION LINE TOWER e ST O cc X (APPROXIMATE) •-O-. (APPROXIMATE) 30. PiPE LINE EASEMENT (REC NO. 2238673) 150' FORMER uPRR R O. w c- — GRAVEL CA1L M I Q1 50' PiPE'LINE EASEMENT (REC. NO 1666308) A R£CR£A170NAL STORAGEI SOL UITOWS L Lc PARCEL /146725O7101727 M 60' ROw FOR THE £AST BRANCH or NE BULL CANAL (REC. NO 208/53) (OwvfD Br FARMERS RESERVOIR AND 1RRCArrON COMPANY) • h 14 - CONCRETE LINED GNAT IRRIGATION 1ATERAL HEADGAIC I L4QUID ASPHALT STORAGE y\• I - - _L - N 5\- DRAINAGE CHANNEL \ RID PARCEL SWAIM PROPERTIES. LLC \ /14672540006I /14872500010SP \ (USR- 1341 COWL PROCESS/NC/ Liuun? PLANT) DETENTION POND /2 NO BUILD OR STORAGE AREA VOLUME -66.100 CF CL6 CO NC BASE 5,37 RECYCLE BROKEN CONCRETE c r WELD COUNTY ROAD NO. 6 'C I _JO' P/P£L /NE EASE-WENTy (COLLECTOR. 60' R ow 40 /OR FUTURE It ON / 580E 1. 1921. 811. SS PG 101. AIcfolk* P40 355056) W RETENTION POND NO BUILD OR STORAGE AREA VOLUME -468.000 CF TRUCK PARKING & EQUIPMENT STORAGE DRAINAGE SWALE EQUIPMENT STORAGE OPAQUE FENCE vf Siff C. NO PJ?90i06) CULVERT FOR BULL CANAL LATERAL NO 1 FENCE -02 CULVERT SHOP 120'085' (MORE OR LESS) ONSITE WASTEWATER TREATMENT SYSTEM BOLLARDS (TYP.)--"r FUEL ISLANDS -1 (APPROx LOCAIICr. 40' ROW Fat. '"r n. ,. ,F ._L u: CANAL LATERAL NU. 1 (REC NO 208/53) GAHV£L 0.7CH ROW FENCE -02 STOCKPILE LOCATIONS AND COMPOSITION APPROXIMATE AND VARIABLE (UNLESS NOTED) \ MAINTENANCE ACCESS -- '4-i \ 515 5/39 RECYCLE PLANT RECYCLE BROKEN ASPHALT TRUCK CROSSING W/ JERSEY BARRIERS ASPHALT BATCH PLANT COARSE SCREENED 1 AGGREGATE (NO FINES) moor-ermusir -moorloolor -a- 5,36 MAINTENANCE ACCESS 5/35 DETENTION POND ft . NO BUILD OR STORAGE ARE4' , I � O VOLUME.215.900 CF 642.42' RIPRAP OPAQUE FENCE WOOD A7RI MEY£R PARCEL /146725000052 RIPRAP IT OPAQUE FENCE POSSIBLE - 14 + FUTURE OPAQUE I 1 WOOD FENCE N R150' SETBACK I FROM WELLHEAD I I I I I I u II I I I APPROVED TEMPORARY TRACKING CONTROL PAD FOR CONSTRUCTION ENTRANCE (TO BE REMOVED AFTER PROJECT COMPLETION) OPAQUE FENCE T 5\55 ADA PARKING (SEE DETAIL) 134 5152 5,5, 5150 5749 3118 5117 5146 5141 1e1 5140 -5139 II II OPAQUE WOOD FENCE FENCE PANEL SHOULD BE A MINIMUM OF 6" ABOVE GRADE WHERE IT CROSSES RIPRAP OVERFLOW TO ENSURE THAT THE DRAINAGE IS NOT IMPACTED BY THE FENCE POSSIBLE — ' FUTURE OPAQUE WOOD FENCE LOFT VISUAL/ NOISE BERM PROPOSED GRADE rEx/5pNG CImOE 10FT VISUAL/ NOISE BERM ENCLOSED TRASH DUMPSTER DETAIL SCALE I-10' ,OFT VISUAL/ NOISE BERM GATE (100.) ACCESS PERMIT AP19-00199 O I t I II II I y1fD Al SFT VISUAL/ s d NOISE BERM PROPERTY LINE FUTURE ACCESS 156 S5 5,555 ADA ADA ACCESSIBLE )PARKING PARKING ` +8500 --- +19 DO 9 00' ADA PARK NC SIGN (TYP ) r5n 1 5Fi OR IOFT VARIES VISUAL/NOISE BERM TYPICAL DETAIL NTS ADA DETAIL SCALE. 1- 30' 100 50 0 100 200 SCALE: 1"-100' ALL DIMENSIONS *arm AM U S sower 1111 5Fi OR ion VISUAL/ NOISE BERM COMPOSED OF EARTH ANT, PLANTED IN APPROVED NATIVE GRASSES 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 4547184 Pages: 42 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppss, Clerk and Recorder, Weld County, CO Wa ,^ c Y I L I- Cr U J C o u -a ^W^ I. ADZ w U) D wz uj 2 J I_ w O z USR 16-0041 0 E 0 2 Issue / Revision R a I Cpl a R N 0 2 r P. I 1 Q z 3 C • h 3 VD a z s A N w R S O 0 s 0 I sO THORNBROUCH 2 SUNDSTROM SUNDSTROM THORNBROUCH Job Number S O 2 u w 0 m C as N 0 OD C O 0 III P." C a u C 0- {jf fill giti :4Y W!Ida I rid 114: •f Sheet Number: 2 III ICFJPILMiltiligHLIALlikiirigiliihiiii)lki 111111 LOT A OF CORRECTED RECORDED EXEMPTION NO. 1467-25.1 RECX16-01B3 AND LOT B OF CORRECTED RECORDED EXEMPTION NO. 1467-25-1 RECX16-0184 BEING A PART OF THE NORTH X OF SECTIN 25, TOWNSHIP 1 NORTH RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN COUNTY OF WELD, STATE OF COLORADO Ll/it6CJIPC CWINT SIMILE ARM POLE l try STOCK PILE STOCK PILE // 1 STOCK PILE I v I O CD 01M(2) 3 13)0‘6%C0()) RETENTION POND TRUCK PARKING AND EQUIPMENT STORAGE DOUBLE MM POLE U' EQUIPMENT STORAGE STOCK PILE DETENTION POND O PS; 3) JS(3) ASPHALT BATCH PLANT OVA 13) CO(2) SHOP BUILDING MOUNTED LIGHT ONII STOCK PILE STOCK PILE RECYCLE PLANT DETENTION POND PAN) J5(2) 7 OM(3) CO;q THE EAS1UC MATER UNE WUL BE MOVED SOUTH OUT OF THE COUNTY'S ROW AS PART OF THE ROADWAY APROVELENTS NEW NONEXCLUSIVE CWCMO WATER LINE maim; REFERENCE DOCUMENINO WWI DATED EIS2016 00111 £5) 115(5) ACES) OC LAB SEPTIC I LEACHFIELD STOCK PILE STOCK PILE STOCK PILE QAMI3) C012) OAM;3) EXISTING VEGETATION TO REMUN ON 1NDISTURBED AREAS NATIVE SEED ON ALL DISTURBED ,3 AREAS AS ILLUSTRATED (TYP) FN(3) JS(3) • IOPAQUE WOOD FENCE TO BE CONSTRUCTED IF APPROVED BY THE EASEMENT OWNER NATIVE SEED (PM) A 1ors (I)JS O (MN 1 (3)PS Ii LIPS (2P5 (2,JS (IPA OPAQUE WOOD FENCE TO BE CONSTRUCTED IF APPROVED BY THE EASEMENT OWNER SION POSSIBLE FUTURE ACCESS TO LOT 8 OPAQUE W000 FENCE FENCE PANEL SHALL BE A MNMUJM C ABOVE GRADE WHERE IT CROSSES THE RIPRAP OVERFLOW TO ENSURE THAT THE DRAINAGE IS NOT IMPACTED BY THE FENCE SCALE 10100 0 50 100 200 1 300 NORTH RCADAAi CORROOA - 11010 Y ��, T Op - II )I • RE04TF[YLNI I TRIEFORMIN Sow LINEAR [T )1 slo iT mow kit Hato' TOMS irI f M►tii(,IOT Bt ▪ REa3 e*WR TO%O/T4SEAM AP9614Lot 1 J5! •IIi7OCIPFO O O PLANT SCHEDULE / LEGEND DECIDUOUS TREES COOL QTr BOTANICAL NAME O EVERGREEN TREES 0 O CO IS Cans OCCIDENTALS OW 17 OUERCUSMACROCRPA CODE QTY SOTANCA MIME JS >a JUHPERLAS SCOPILORLY PA 26 PINUS MORA PS 26 PNUS SYLVESTRIS pEPPJws soles iglaton 50TAMCAL NNMj • T1S 20 RHUS TRILOBATA EVERGREEN SHRUBS COOS, 0?Y 9OTPI$CAL M • JCS 2S JUNiPERUSCMNENSS SEA GREEN • GROUND COVER STEELMAWS SEED MIX St 2 JU/APERUS HORKONTAUS HUSHES MULCH ROCK MULCH SEED SEED SON FENCE 01 (OPAQUE. MNYL) FENCE .07 (CHAIN I INK) FENCE 43 (OPAQUE. M1000) COMMON NAME COMMON HACKBERRY BURR OAK cosmos NAAE TYPE CALIPER B&B 2!'CA B48 2YCAL TYPE CALIPER ROCKY hOUNTNN JUMPER B A B 6 HT AUSTRIAN BLACK PINE SCOTCH PINE COMMON NAME THREEIEAF S4MAC COMMON NAME SEA GREEN JUMPER WOKS JUMPER 4'r RIVER ROCK PER SEED MA BELOW WESTERN WHEAT GRASS (ARRIBA BARTON ROSANA) BLUE DRAW (HACHITAL. LCMNGTON) SIDEOATS GRAMA (VAUGHN. BUTTE. NINER EL RENO, HASKELL) SMOOTH BROME (LINCOLN. MANCHAR) SAND DROPSEED PERENNIAL RYEGRASS (CALIBRA OR GARIBALDI TETRAPLOD) SLENDER WHEATGRASS (PRYOR. REVENUE OR SAN LUIS) ALKALIGRASS (FULTS II- SALT ON SEA) SVNTCHGRASS (NEBRASKA 28, BLACKWELL) 250LBS PLSIACRE 150 LBS PLS /ACRE 225LBS PLS/ACRE 200LEG PIS (ACRE 0 25 LBS PLS / ACRE 075LBS PIS IACRE 250LBS PLS/ACRE 125 LI S PLS /ACRE 100 LBS PLS / ACRE TOTAL 14 00 PLS I ACRE ate 64 HT B&B EA HT aff ! GAL TYPE !GAL GAL 4547184 Pages: 43 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO �r O Wr ca �CY I - r CCc GU �0 WF H Lo Z C') W Z J w 2 n J U D QLLJ I-- W z USR 16-0041 LANDSCAPE PLAN O z d 0 I O z a N O Q S r O C S n 2 S C I O P g S I I O a 2 I 3 0 01/12/701, w g 0 N Job Number I USR 1 6-0041 7 0 x In Ii W 0 i 0 2 P. SHOUKAS 4 0 O a CD V O 03 0 0 Principal In Charge Sheet Number 3 ui FV��R�LIh�ikl�lY�hL7��s kJY�NiA�IhN�SY�}OWv� iii LANDSCAPE NOTES STE PREP 1 LMOSCAPE CONTRACTOR TO REFERENCE EVIL ENNGINEERNG DRAWINGS REGNRONG DRAINAGE NC 'ROSEN CONTROL NOTES, OE TAILS NND PROCEDURES 2 ALL WORK SHILL CONFORM TO LOCAL COUNTY CODES ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODES AM) STANDARDS NOTHING INDICATED ON THE LANDSCAPE DRAWINGS SWILL RELIEVE THE CONTRACTOR FROM COMPLYING WITH ANY APPROPRIATE SAFETY REGULATIONS 3 ALL UTILITY EASEMENTS SWILL REARM UNOBSTRUCT ED AND FULLY ACCESSMLE ALONG THEIR ENTIRE LENGTH FOR USE OF MAINTENANCE EOUPYENT ENTRY 4 SEE OVIL ENGNEER1 DRAWINGS FOR GRADING AND DRAINAGE. EROSON CONTROL PAVING AND SLEEVES, UTILITIES AND OTHER ENGINEEREDOETAILS ! CONTRACTOR SILL ENSURE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES 6 A PM -CONSTRCUTTON MEETING IS REOURED BETWEEN THE LANDSCAPE CONTRACTOR PROPERTY OWNER AND COT LNCSCAPE AROIITECTL$E PERSOMMEL BEFORE START OF CONSTRUCTION U CONTRACTOR SILL MNMZE ALL DISTURBANCE TO NONIWACTED AREAS $ STE MUST BE CLEAN AND FREE OF ALL CONSTRUCTION DEBRIS BEFORE FINAL ACCEPTANCE 6 CONTRACTOR IS RESPONSIBLE FOR SETUP OF BARRICADES. WARNING SEWAGE OR OTHER PROTECTIVE DEVICES IF ANY EXCAVATIONS ME LEFT EXPOSED AFTER ON-STE WORK HOURS 10 IT'S ME CONTRACTORS RESPONSBIUTY TO ACQUIRE ALL NECESSARY PERMTS FOR CONSTRUCTION WORK WITHIN THE TOWN A SEPARATE LANDSCAPE CONSTRUCTION PERM IS REQUIRED AND USE AND SOLES TAX WILL BE COLLECTED MATER CONHNECT1ON FEES ARE TO BE PAID PRIOR TO THE METER SETTING A BACK FLOW PERM T NO INSPECTION IS REQUIRED PRIOR TO THE METER BONG INSTALLED N THE WALT 11 TOPSOIL t5 TO BE STRIPPED & STOPPLE° ON-STE FOR LATER USE 12 CONTRACTOR IS RESPONSBLE FOR REPLACEMENT OF MY EXISTING OR NEW STE WMFROVEMENTS OSTUMED OR DAMAGED DUE TO THEIR OPERATIONS DAMAGED MATERIALS SHALL BE REPLACEOREPNRED TO ITS PRIOR CONDITION 13 LOCATE AU UTILITIES PRIOR TO ANY DIGGING OR LANDSCAPE PLANTING CONTRACTOR SHALL HATO DIG ALL RANTING PITS ADJACENT TO UTILITIES IF UTIUTIES ME DAMAGED. REPAIRS SWILL BE WOE AT THE CONTRACTORS EXPENSE 14 PRIOR TO INSTALLATION OF RANT MATERIALS AREAS THAT HAVE BEEN COMPACTED OR DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE THOROUGHLY LOOSENED a AMENDED 1! gOIL AAB:NCMMENTSA M ANUA 4 CUBIC YARDS PER 1,000 SF OF A CLASS I OR II COMPOST SHALL BE DISTRIBUTED ACROSS THE SOL SURFACE OF ALL LANDSCAPE AREAS IN A UMFORM 11S' (6 CUBIC YARDS • ?INCH LAYER) AND INCORPORATED INTO THE TOP $ INCHES OF SOL WITH A ROTOTTLLER CAPABLE OF TIWNO TO I INCHES IN DEPTH SHRUB BEDS SHALL BE AMENDED THROUGHOUT THE ENTIRE BED PRIOR TO RANTING. NOT JUST THE PLANTING HOLE TURF PLAIT 4ORO ACCOVERMATERIAI 1 ANY SUSS 1TUTION OR ALTERATION OF PUNT OR LANDSCAPE MATERIALS IN LOCATION SPECIES. TYPE. ETC SHALL BE µLOWED ONLY WITH APPROVAL OF THE LANDSCAPE ARCH TECT OWNER OR DMERS REPRESENTATIVE OVERALL PLANT QUANTITY AND QUALITY TO BE CONSISTENT WITH APPROVED PUMAS 2 µL DISTURBED AREAS SHILL BE RE -VEGETATED MATH THE NATIVE SEED MX WECW ED ON THE PLANS 3 ALL PLANT MATERIALS SHALL BE IN ACCOROMCE WITH MN SPECIFICATIONS FOR MAGER ONE GRADE 4 ALL TREES N TURF AND SEED AREAS TO RECEIVE MAK S DA MULCH RING WITH C DEPTH OF SPECIFIED WOOD MACH NO STEEL EDGING IS REQUIRED AROMA TREE RING EDGES WITHIN TURF AREAS PROPOSED TREE LOCATIONS SWILL HAVE A MAMA SEPARATION OF 4' BE1WE EN WATER OR SEWER SERVICE UNES ND A MAMMA SEPARATION OF 10 BETWEEN WATER OR SEWER MAIN LINES PROPOSED TREE LOCATIONS SHALL HAVE A MWaSAM SEPARATION OF 10 BETWEEN GAS LINES 6 TREE WRAP TO BE APPUED IN LATE FALL AFTER INSTALLATION, AND REMOVED THE FOLLOWING SPRING REMOVE MY STRING OR WIRE AROUND TREE TRUNKS AT TIME OF INSTALLATION 1 CONTRACTOR SILL REPORT ANY DISCREPANCY FOUND IN THE FIELD VERSUS THE LANDSCAPE DRAWINGS WYEDIATELY TO THE LANDSCAPE ARCHITECT, OWNERS REPRESENTATIVE, ANDIOR THE COUNTY PRIOR TO ANY CONSTRUCTION OR DEMOLITION ACTIVITY FAILURE TO MAKE SUDS CONrtLICT S KNOWN WILL RESULT IN THE CONTRACTORS LIABLITY TO RELOCATE AND REPAIR MAINTAIN A MNMUM THREE FOOT CLEARANCE AROUND FIRE HYDRANTS. FIRE DEPARTMENT CONNECTIONS OR OTHER FIRE SERVICE EQUIPMENT NO TREES OR SHRUBS WILL BE ALLOWED WTHA THIS AREA NO RANT MATERIAL SHALL BE PLANTED WITHIN 10 OF NO OUSTING OR PROPOSED ELECTRICAL SYaTOLOEARS. TRANSFORMERS OR OTHER ELECTRICAL UTILITY EQUIPMENT PLANT MATERIAL MAY BE HELD ADJUSTED TO PROVDE THE IC CLEAR SPACE AND ACCESSIBILITY REQUIRED BY THE UnLI TY S 0MIERIPERATOi PROPOSED PLANT SPECIES MAY BE SUBJECT TO CRINGE PENNONG COMMERCIAL AVNLABIUn AT TIME OF CONSTRUCTION ALL SPECIES SZSTITUTIONS you BE APPROVED BY THE LMDSCAPE ARCHITECT PRIOR TO INSTALLATION OVERALL RANT Quoin TIES a SZE S SHALL REMAIN AS INDICATED ON THE RANT SCHEDULE CONTRACTOR SHILL VERIFY THAT ANY SNB.STITUTED PLANT SPECIES ME ACCEPTABLE TO THE LOCAL MWMCPALITY OR 00VERNM3 ARISOCTICNS 10 NO PLANT MATERIAL SHALL BE RANTED WITHA THE SIFT DISTANCE TRIANGLES . U W ESS APPROVED BY WELD COUNTY PLANTING BED; I ALL PROPOSED PLANING BEDS SHALL CONTAIN THE SPECIFIED MUCH AND NO.I0E MRAFI WEED BARRIER FABRIC OR EQUAL SEARED WITH PINS OVERLAP FABRIC MN 2C AT EDGES 2 ALL RANTING BEDS SHALL RECEIVED ROCK MACH ROCK MACH SHALL BE 1 y,' r RIVER ROCK 3 W000 MULCH SHALL BE GORILLA HWR OR EQUAL SHREDDED CE OAR MACH. 4' DEPTH 4 EDGING BETWEEN TURF MD PLANTING BEDS SHALL BE RYERSON 12 -GAUGE GREEN COLOR. PERFORATED STEEL EDGING OR EQUIVALENT ANY ALTERNATE EDGING MUST BE AROLLED•TOP. PERFORATED CORROSION RESISTANT STEEL PRODUCT NC) EDGING IS REQURED AGAINST HAROSCAPEUWALK AREAS OR AT TREE RING EDGES EDGING SHALL BE INSTALLED TO AVOID IWEDINKG DRAINAGE RE DETAILS FOR INSTALLATION N LOW DRAINAGE AREAS FOR TREES NOT IN PLANTING BEDS ALLOW A St DIAMETER BED (TREE RING) WITHOUT SW AROUND ROOT COLLAR APPLY SPECIFIED W000 MULCH & DEPTH AROLMC COLLAR FOLLOWING S00 INSTALLATION NO FABRIC OR EDGER IS NECESSARY WITHIN TREE RINGS IN NONE AREAS TREES IN PLANTING BEDS SW L NOT HAVE WEED BARRIER INSTALLED WITHIN 6 OF THEIR TRUNKS 6 ALL *Multi N SEEDED AREAS ME TO BE GROUPED INTO BEDS AND RECEIVE P DEPTH OF MACH SPECIFIED IN THE DRAWINGS NO EDGER OR WEED CONTROL FABRIC IS REQUIRED BED SHALL EXTEND TO DRIP ZONES OF PLANT MATERIAL WARRANTY a MAINTENANCE 1 CONTRACTOR IS TO MAINTAIN ALL PLANTINGS NC ASSOCIATED IRRIGATION SYSTEM INSTALLED UNDER THIS CONTRACT UNTIL FINAL ACCEPTANCE NC TURNOVER TO OWNER THIS MAINTENANCE 91µl *CUM PROPER WATERING Of ALL PLANTS AND MOWING OF TURFISEED AREAS IF NECESSARY 2 STE MUST BE CLEAN AND FREE OF ALL CONSTRUCTION DEBRIS BEFORE FNµ ACCEPTANCE 3 ALL RANT MATERIAL WILL BE COVERED BY A ONE (I) CALENDAR YEAR WARRANTY THE CONTRACTOR SHALL REPLACE DEAD LINWEN THY OR OTHERWISE LNSATISFACTORY MATERIAL THROUGHOUT THIS PERIOD THE WARRANTY SHALL BEGIN UPON FINAL ACCEPTANCE OF THE J08 LANDSCAPING SHALL BE PLANTED AND MAINTAINED IN A LIVING CONOI1ON BY THE OWNER OR ASSGNS OR OWNERS ASSOCIATION TREES AND SHRUBS MUST HAVE A 100% ONOONG SURVIVAL RATE ANY DEAD OR DAMAGED PLANT MATERIAL (AS DETERMINED BY THE OWNER) SHALL BE REPLACED NONLIVING GROUNO COVERS SUCH AS ROCK OR MACH MUST BE 100%IMACT AFTER ONF YEAR AND 100%NEALI IHEHEAtIER LANDSCAPE AREAS WITHIN THE PROPERTY AND WITHIN THE ADJACENT RIGHT OF WAY SHALL BE MAINTAINED BY THE PROPERTY OWNER ALL DEAD OR DISEASED PLANT MATERIAL SHALL BE REPLACED WITHIN THE SAME GROWING SEASON OR NEXT GROWING SEASON AT A MAMMA NO SUBSTITUnONS OF PLANT MATERIAL IS PERMTTED M111O11 BOUT APPROVAL BY WELD COUNTY IN WRITING LOT A OF CORRECTED RECORDED EXEMPTION NO. 1467-2S-1 RECX16-0183 AND LOT B OF CORRECTED RECORDED EXEMPTION NO 1467-25-1 RECX16-0184 BEING A PART OF THE NORTH X OF SECTIN 25, TOWNSHIP 1 NORTH RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN COUNTY OF WELD, STATE OF COLORADO 5 6 S 4 S 6 NOTES I SIGN DE TAIL IS CONCEPTUAL IN NATURE AND FOR REFERENCE OF DESIGN INTENT ONLY FINAL DESISGN TO BE SUBMITTED AT TIME OF SIGN PERMIT 2 CONCRETE COLOR MI SHALL BE DAVIS COLOR DARK GRAY (CARROT) 1064 3 CONCRETE COLOR 02 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 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 B 9' I ro 5' / / 6' / / 5' to 'LAN VIEW 1 1 :LEVATION 8 9' S II 5' t // 5' 6' TALL METAL LETTERS CONCRETE SIGN PANEL. COUP 02 CONCRETE BASE. COLOR HI 4' TALL METAL LETTERS A S PHA LT SIGN ,'CHAMFER CONCRETE SIGN PANEL, COLOR 02 METAL LOGO PIN MOUNTED TO SIGN PANEL 4' TALL METAL LETTERS 3' CHAMFER CONCRETE BASE. COLOR 01 Scale: NTS FENCE -01 (OPAQUE) / Scale: NTS NOTES I ANY BROKEN OR CRUMBLING ROOTBALLS WILL BE REJECTED 2 REMOVING THE CONTAINERS WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALLS 3 STREET TREES ARE TO BE LIMBED UP TO It PRUNING SHALL OCCUR IN THE APPROPRIATE MANNER AT THE NURSERY SUBSTANTIAL PRUNING WILL NOT BE ALLOWED ON -SITE SPACE our ASSEMBLIES EQUALLY MOUND TREE AS PER DIAGRAM FOR WIND STABIUn AGAINST PREVAILING WMID NORTH SPECIFIED BACKRU MXTLRE AND FERTILIZER APPLICATION STAKE TO EXTEND MN 24' INTO INOSTIRBE0 SOIL DEDIDUOUS TREE PLANTING WRAP ENTIRE SURFACE OF TRUNK TO SECOND MANCH WITH SPECIFIED TREE WRAP MATERIAL NC SECURE RUBBER HOSE (AID DA ) OR 12' NYLON TREE STRAP ON GUY WIRE TO PROTECT TREE N? DIME X N' LONG PVC PPE SECTION ON EACH MARE 12OUAGEGALVANIZED WIRE DOUBLE STRAND TWISTED MAMMA 3 OUYS PER TREE WATER RIND - INSTALL AT END OF RAINING. REMOVE PRIOR TO MOOING OR IRRIGATED SEEDING F PINE POST T 0 0 (A EXPOSED) PLANT ROOTBALL T HANDER THAN MICHH IT GREW (W IRRGATEO AREAS)IN NON -IRRIGATED AREAS RANT TREE AT GRADE WMO4 IT GREW APPLY SPECIFIED MUCH T DEEP TO THE OUTSIDE EDGE OF SAUCER UPON PLANTING APPLY RING OF BARK MULCH 3- DEEP UPON COMPLETION OF SEEDING CR SODDING IN THE OPEN SPACE MO PARKS MULCH TO BE 4* DEEP AND 3P OARING RMSHED GRADE CUT PAO REMOVE BURLAP FROM TOP NO *DES OF ROOTBALL REMOVE µL WIRES AND IRON YES FROM TOP j/ OF ROOTBALL Scale: NTS NOTES 1 ANY BROKEN OR CRLA*UN10 ROOTBALLS WILL BE REJECTED REMOVING THE CONTAINERS WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALLS 2 HOLD GRADE I• BELOW EDGE OF 11ALK OR CURB 3 AU JUMPER RANTS SHOULD BE PUNTED SO TOP OF ROOT WASS OCCURS AT FINISH GRADE OF MACH LAYER 4 "RUMS RANTED W THIN THE DRAIN STRIP OR SCREE AREAS SMU HAVE A I T OVME TER RING OF MACH AT THE BASE OF EACH DMA ! PLANT AU "RUBS AND AGO MACH RING PRIOR TO PLACING ROCK ANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED COMPACTED BACKFILL MX SPECIFIED BACKFILL NATURE AND FERTILIZER APR lankily- r•Th SHRUB PLANTING Scale: NTS FENCE SHALL BE VINYL HEIGHT 6FEET STYLE PRIVACY COLOR WHITE FENCE -02 PRUNE ALL DAMAGED OR DEAD WOOD MAIM TEL Y PRIOR TO PLANTING DIG PLANT PIT TWICE AS WIDE AS THE ROOTBALL APPLY SPECIFIED ML CH T DEEP OVER SPECIFIED WEED MAT FHNSHED GRADE LOOSEN SEES OF RANT PIT AND ROOTBALL FENCE SHALL BE CHAIN -LINK FENCE HEIGHT TBO Scale: NTS NOTES I ANY BROKEN OR CRUMBLING ROOTIµL S WILL BE REJECTED REMOVING THE CONTAINERS WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBµLS 2 TREES PLANTED WI THIN DRAIN STRIP OR SCREE AREA SHALL HAVE 3.7 DIAAE TER RING OF MACH 5' DEEP AT THE BASE OF EACH TREE SPACE GUYASSEMBUES EQUALLY MOUFC TREE. AS PER DIAGRAM FOR WIND STABILITY AGAIN ST PREVAIL NG WINO NORTH WO E SPECIFIED BACK RU MIXTLRE NO FERTILIZER APPLICATION HOLE SHOULD HAVE ROUGHENED 5 M STAR SUBGRADE 2 X ROOTBALL DIA 2 EVERGREEN TREE PLANTING Scale: NTS DO NOT CUT OR DAMAGE LEADER • USE ONLY ON TREES P OR TALLER RUBBER HOSE (1? DIA ) OR IT NYLON TREE STRAP ON GUY WIRE TO PROTECT TREE I12 GALVANZED WIRE TWISTED DOUBLE STRAND MN 30UY WIRES PER TREE 1? DIA K 36' LONG MITE PVC PIPE ON EACH GIN WIRE SE T ROOTBALL T HEWER THAN GRADE AT W14O1 TREE MEW APPLY SPECIFIED MACH T DEEP TO THE 0UTSOE EDGE Of SAUCER UPON RANTING APPLY 1421 RING OF BARK MUCH T DEEP UPON COMPLETION OF SEEDING OR SOOONG IN THE OPEN SPACE AND PARKS MACH TO BE C Dl EP NC 3t CM MASHED GRACIE 37 METAL'T' STAKE DRNE VERTICALLY INTO LA OSTURBED SOIL, RUSH WIORADE REMOVE BURLAP FROM TOP 213 OF ROOTBALL REMOVE WIRE COMPLETELY EROS UPPER 20 OFROOTBALL SHRUB BED WI SPECIFIED MULCH DEPTH TURF AS SPECIFIED WHERE REQUIRED DURA EDGE, 14 GA ROLL TOP STEEL EDONG, PERFORATED. GREEN SPECIFIED LANDSCAPE FABRIC ROLL EDGE UNDER EDONG AS SHOWN METAL STAKES AS SPECIFIED NOTES I SET ALL EDONG I^ ABOVE FINISH GRADE AS SHOWN 2 EDONG SHALL ABUT ALL CONCRETE CURBS AND WALKS PERPENDICULAR AND FLUSH W/ GRADES OF CONCRETE 3 INSTALLATION TO BE COMPLETED IN ACCORDANCE MATH MANUFACTURERS SPECIFICATIONS 4 FOR PRODUCT ORDERING. DIVIDE NUMBER OF FEET NEEDED BY 933 TO OBTAIN THE NUMBER OF 10' PIECES NEEDED (A STEEL EDGER - PERFORATED Scale NTS NOTES 1 ALL LUMBER SHALL BE NO 1 SELECT, ROUGH SAWN CEDAR AND SHALL BE SOLID, STRAIGHT. FREE FROM KNOTS. SPLITS, SHAKES OR DISCOLORATION ALL CHAMFERED EDGES & ROUTED AREAS SHALL BE UNIFORM AND FROM FROM SAW MARKS 2 ALL NAILS. FASTENERS AND OTHER HARDWARE SHALL BE HOT DIPPED GALVANIZED NAILS SHALL BE SHANK 3 POSTS SHALL BE SECURELY BRACED IN THEIR FINAL POSITION A MIN 24 HRS BEFORE BOARDS ARE NAILED To � b Jr Fo 4 9OC C MAX 2X6 CAP 2.2X6 TOP RAILS. SANDWICH PICKETS 1X8 PICKETS 6X6 POST CHAMFER TOP 2.2X6 BOTTOM RAILS, SANDWICH PICKETS FINISH GRADE COMPACTED SUBGRADE CONCRETE FOOTING PER STRUCTURAL ENG MIN 2 FEET DEEP FENCE -03 (OPAQUE, WOOD) Scale: NTS 4547184 Pages: 44 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO � WI 1 I MA I ki MIMI OA WI ui I Z I O I- rn Z 2O U ll O W^" LI. w wz Jw -H 2 U H a - (n 5' O Q � > > Ew [Y � O z USR 16-0041 _ANDSCAPE NOTES AND DETAILS ar E 0 4, 0 0 +ssue / Revision Q • h a 3 0 2 S. S Sett. SuIW'?th z w W 3 a k a I I I 2 w I I y2 0!/+t/7nN Y I a R 0 04 O z b • to 0 ti USR16-0041 P. SMOUKAS Job Number Project Manager Principal In Charge inset Number 4 LOT A OF CORRECTED RECORDED EXEMPTION NO. 1467.25-1 RECX16-0183 AND LOT B OF CORRECTED RECORDED EXEMPTION NO. 1467-25-1 RECX16-0184 BEING A PART OF THE NORTH K OF SECTIN 25, TOWNSHIP 1 NORTH RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN COUNTY OF WELD, STATE OF COLORADO 7 • LIGHTING PLAN 7 I WELD eOUNrv-ReAD _ A0 A0 A0 A0 A 0 8 CO oC A 0 B Ca—sa D C 00 • Ce--fil B SCALE 1':10O 50 100 l 200 d® 300 NORTH 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 DURING THE NON DAYLIGHT HOURS Lumnaire Schedule - - -- Syntbol C!y Description LLF Lum Watts Ltfn Lumens A a 7 Gorda) ECF•l-00L-900NW G2-4 1 000 224 8768 27179 B o- c 4 Garda) Twn ECF•L-801-900-NWG2-4 1000 224 8768 27179 C o 4 GrdcoECFtat I 2A-NWC2-4 1000 365 39750 0 a 2 Gerdes ECFS-32t•530-NW-Q•4 1000 55 7 7025 O1 GARDCO Site & Ar r :l .o- ;44101r OMMI•iWrate I II e000er` Pa•f1•lewr1•Ms. W Or °Mee Mao Illea eery IS 000•sWa•w Sr••1• mast •s •rMs•Mt•••rs.• MMtrr tees• • ••s sr 0 oak a Sala *an s was aleel eta ear" w aura w tlf q •swweyl•••••0ilea f11•sleass .•lelay•,1••••.s•Irs ealka•••• Deal ae• .04••• ••••05 eases mat Sersai se •s•.••• M I• sl.•w 0100110 10 eat s• ti it 1•. WISP% 04.e. .f t.P• w Ala ■IIIIII C S a, S as as ea mat a s a q► • t 4 _ asw• .••.4.•I•.•• —a •r•.. • ._____, ...-+ ilsmgess.. •..•=4. 1 r•••.s•.►.Ss.�.-r Sae ..F. a wig Mt...... pe 1•• • lees sees' �••• Sibr- 1M• r Ss 1.. SO WO ,m__. • Alt wee *aim*r— as lab .1.• a. Watt •.._ Mass ♦ a... al INFO. M• iss IMW rr••. •.- ," ). S. s �• p• SID 1f ;!! - -a a la re S— •r •.•• ISO .SI . 5 • ••••r.••I.w••• • sea se, alb • tr••P••Se • .•...r.•.•. •Y•.r..� Mao o oir Mom pa era a M1 me es.* fa •. w s ea imp inc• ass M r 1.1.00 ha a are w al yea games +us r. Sias a dlipa •.•. 1✓. arite Sas Fano r.hsrl.•A.r•..t ••.4F. • •.ss,•NEH— e r w •s•.s..• • •••i•••PN.•• -A. flee®. Z9 dint Air "Set. 3 i til *el EDW.- tUUCNL € 4344EiR salt O'.On,;r sa CO•D't 04 MO( CC Lk ASff •I• v FPA RAC •C /— 24' --1 2�Pole Base Detail Scale: NTS l•M IWU stall II A IMPAIRS • IC s, RA•aJ ' 0. 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W.•;r bear •••••••••••••••••••a_L _4ear limamese _'melees l� 140 •� I Sr •...5- �a•aISM Sop aft • doer - 0111 out. ..��•a la on as %r tl•I••• Ole asS a ••—a Pars 014 le OM S .• ■ Ile qtr s —a tf•• 7. Was Ware tea Sae knee .W.M • Sas*FPO • aa.fl..r• • 1S &— ‘Salia•NWIe lass • le See .••• • •Seele • • ...ra 1 •re .S/ an +w• • SASS aPP•�— • - - — W1.(t --• oats. 4547184 Pages: 45 of 45 12/05/2019 02:11 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO POPO:VPWIVE%U* l f� Jill iu t, E 0 I O 0 X r L W P OS .• z 2O U LL O W " no z USR 16-0041 LIGHTING PLAN 0 0 issue / Revision g r r I 0 R N S Y t 3 x 0 2 M i I A r e 2 N Y I I€ TENT,. Sulrnt& 09/12/20+• EtIWN?M Sues.tTAL . O 0 Y I x C- O 2 r P 0 USR16-00 O t 0- 0 Y O N O I a Job NurnDer s 0• 0 U 41 O r m c a' a) 0 m C 0 0 0 t, 0 U C 0 C Sheet Number 5 Hello