The URL can be used to link to this page

Browse Search

Home My WebLink About20211761.tiffRESOLUTION RE: APPROVE IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT ACCORDING TO POLICY REGARDING COLLATERAL FOR IMPROVEMENTS (PHASE TWO - PANORAMA WIND), AUTHORIZE CHAIR TO SIGN, AND ACCEPT OFF -SITE COLLATERAL FOR USE BY SPECIAL REVIEW PERMIT, USR19-0014 - LEEWARD RENEWABLE ENERGY DEVELOPMENT, LLC 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 June 10, 2019, the Weld County Board of Commissioners approved the application of Leeward Renewable Energy Development, LLC, 6688 North Central Expressway, Suite 500, Dallas, Texas 75206, for a Site Specific Development Plan and Use by Special Review Permit, USR19-0014, for a 1041 Major Facility of a Public Utility (a wind energy facility for up to 380 megawatts (MW), along with one (1) 230 kilovolt (kV) transmission line approximately eleven (11) miles in length and one (1) 115 kV transmission line approximately fifteen (15) miles in length, two (2) electrical substations, two (2) temporary laydown yards and two (2) temporary concrete batch plants along with up to seven (7) temporary construction trailers to be utilized during the construction of the facilities and six (6) meteorological towers) in the A (Agricultural) Zone District, on the following described real estate, being more particularly described as follows: The proposed facility is located in Sections 6, 7, and 8, Township 10 North, Range 58 West; Section 1, Township 10 North, Range 59 West; Sections 2 and 3, Township 10 North, Range 60 West; Sections 1, 3, 4, 5, 6, 7, 9, 10, 19, 30, and 31, Township 11 North, Range 58 West; Sections 1, 2, 3, 4, 5, 7, 8, 9, 10, 11, 12, 15, 17, 18, 19, 20, 22, 23, 24, 25, 29, and 36, Township 11 North, Range 59 West; Sections 13, 14, 23, 24, 25, 26, and 35, Township 11 North, Range 60 West; Sections 19, 20, 21, 25, 26, 27, 29, 32, 33, 34, 35, and 36, Township 12 North, Range 58 West; Sections 19, 20, 21, 22, 24, 26, 27, 28, 29, 30, 31, 32, 34, 35, and 36, Township 12 North, Range 59 West; and Sections 22, 23, 24, 25, 26, and 27, Township 12 North, Range 60 West of the 6th P.M., Weld County, Colorado WHEREAS, on October 9, 2019, the Board approved an Improvements and Road Maintenance Agreement According to Policy Regarding Collateral for Improvements (Phase One — Mountain Breeze Wind, LLC), between the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, and Leeward Renewable Energy Development, LLC, with terms and conditions being as stated in said agreement, and also accepted an Irrevocable Standby Letter of Credit #IS000101450U from Commodore New US Holdco, LLC, on behalf of Mountain Breeze Wind, LLC, in the amount of $2,000,000.00, and CC : Pw(ER/cH/Da/TA/srm/TI , PL(TP/KR/c&) 07/23/2( 2021-1761 PL2672 IMPROVEMENTS AGREEMENT (PHASE TWO - PANORAMA WIND, LLC) - LEEWARD RENEWABLE ENERGY DEVELOPMENT, LLC (USR19-0014) PAGE 2 WHEREAS, pursuant to certain Conditions of Approval, the Board has been presented with an Improvements and Road Maintenance Agreement According to Policy Regarding Collateral for Improvements (Phase Two — Panorama Wind, LLC) between the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, and Leeward Renewable Energy Development, LLC, with terms and conditions being as stated in said agreement, and WHEREAS, the Board has been presented with an Irrevocable Standby Letter of Credit #IS000204292U from Wells Fargo Bank, NA, U.S. Trade Services, 794 Davis Street, 2nd Floor, MAC A0283-023, San Leandro, California 94577-6922, on behalf of Panorama Wind, LLC, in the amount of $2,000,000.00, and WHEREAS, after review, the Board deems it advisable to approve said agreement and accept said Irrevocable Standby Letter of Credit as stated above, copies of which are attached hereto and incorporated herein by reference. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the Improvements Agreement According to Policy Regarding Collateral for Improvements (Phase Two — Panorama Wind, LLC) between the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, and Leeward Renewable Energy Development, LLC, be, and hereby is, approved. BE IT FURTHER RESOLVED that an Irrevocable Standby Letter of Credit #IS000204292U from Wells Fargo Bank, NA, on behalf of Panorama Wind, LLC, in the amount of $2,000,000.00, be, and hereby is, accepted. BE IT FURTHER RESOLVED by the Board that the Chair be, and hereby is, authorized to sign said agreement. 2021-1761 PL2672 IMPROVEMENTS AGREEMENT (PHASE TWO - PANORAMA WIND, LLC) - LEEWARD RENEWABLE ENERGY DEVELOPMENT, LLC (USR19-0014) PAGE 3 The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 7th day of July, A.D., 2021. BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO ATTEST: ditirm) W aCto;gi Weld County Clerk to the Board County ttorney Date of signature: 07/H /21 Steve S �' �;,iames, Pro -T reno ' hair 2021-1761 PL2672 BOARD OF COUNTY COMMISSIONERS PASS -AROUND REVIEW PASS -AROUND TITLE: BOCC Agenda Item - Approve Improvements and Road Maintenance Agreement for: Leeward Renewable Energy Development, LLC — USR19-0014 — Phase Two Agreement — Panorama Wind DEPARTMENT: Public Works DATE: June 29, 2021 PERSON REQUESTING: Jazmyn Trujillo -Martinez Brief description of the problem/issue: The Department of Public Works received a request from the applicant, Leeward Renewable Energy Development, LLC, requesting that the Board of County Commissioners consider approving the Improvements and Road Maintenance Agreement for (USR19-0014 — Phase Two Agreement — Panorama Wind). Collateral is required with this agreement in the amount of $1,934,525 and will be presented as a letter of credit to the Board of County Commissioners. The Department of Public Works and the County Attorney's Office has accepted the redlined version of the Improvements and Road Maintenance Agreement, Haul Route Map, and Gravel Roads Maintenance and Reclamation Plan and has induded them as their appropriate corresponding reference and Exhibits. These will be replaced with the 100% accepted and executed documents upon receipt. Weld County Public Works, Planning Services and the County Attorney's Office have reviewed the above mentioned signed original document and observed the following: All Public Works related items, of the "Improvements & Road Maintenance Agreement According To Policy Regarding Collateral For Improvements", are found to be acceptable. This Agreement complies with the terms of the Use by Special Review Permit Resolution, as signed by the Board of County Commissioners. What options exist for the Board? (include consequences, impacts, costs, etc. of options): 1. Have this BOCC Hearing item be placed on the next available agenda as part of the Consent Agenda. 2. Have this BOCC Hearing item be placed on the next available agenda as part of the Regular Agenda. Recommendation: Option 1. The Departments of Public Works, Planning Services and the County Attorney's Office are recommending approval of the Improvements & Road Maintenance Agreement According To Policy Regarding Collateral For Improvements for USR19-0014, and that this item be placed on the next regularly scheduled BOCC Hearing, as part of the Regular Agenda. Approve Schedule Reco endation Work Session Other/Comments: Perry L. Buck Mike Freeman Scott K. James, Pro -Tern Steve Moreno, Chair Lori Saine 2021-1761 PL467 Z WELLS FARGO Wells Fargo Bank, N.A. U.S. Trade Services Standby Letters of Credit 794 Davis Street, 2nd Floor MAC Ao283-023, San Leandro, CA 94577-6922 Phone:1(800) 776-3862 Option z E -Mail: sblc-new@wellafargo.com Irrevocable Standby Letter Of Credit Number: IS000204292U Issue Date : July 2, 2021 BENEFICIARY APPLICANT BOARD OF COUNTY COMMISSIONER OF WELD COUNTY ATTENTION: CLERK TO THE BOARD 1150 O STREET, P.O. BOX 758 GREELEY, COLORADO 80631 PANORAMA WIND, LLC 6688 N. CENTRAL EXPRESSWAY, SUITE 500 DALLAS, TEXAS 75204 LETTER OF CREDIT ISSUE AMOUNT USD 2,000,000.00 EXPIRY DATE NOVEMBER 30, 2022 LADIES AND GENTLEMEN: AT THE REQUEST AND FOR THE ACCOUNT OF THE ABOVE REFERENCED APPLICANT, WE HEREBY ISSUE OUR IRREVOCABLE STANDBY LETTER OF CREDIT (THE "LETTER OF CREDIT") IN YOUR FAVOR IN THE AMOUNT OF USD 2,000,000 (TWO MILLION AND 00/100 U.S. DOLLARS) AVAILABLE WITH US AT OUR ABOVE OFFICE BY PAYMENT OF YOUR DRAFT(S) DRAWN ON US AT SIGHT ACCOMPANIED BY YOUR SIGNED AND DATED STATEMENT WORDED AS FOLLOWS WITH INSTRUCTION IN BRACKETS THEREIN COMPLIED WITH: 'THE UNDERSIGNED, AN AUTHORIZED OFFICIAL OF THE BOARD OF COUNTY COMMISSIONER OF WELD COUNTY ("BENEFICIARY"), HEREBY CERTIFIES THAT PANORAMA WIND, LLC ("APPLICANT") HAS COMMITTED A MATERIAL BREACH OF THE IMPROVEMENTS AGREEMENT ACCORDING TO POLICY REGARDING COLLATERAL FOR IMPROVEMENTS REGARDING PANORAMA WIND DATED JULY 7, 2021 BY AND BETWEEN THE BENEFICIARY AND APPLICANT." EXCEPT IN THE EVENT OF A FAX DRAWING (AS DEFINED BELOW) EACH DRAFT MUST ALSO BE ACCOMPANIED BY THE ORIGINAL OF THIS LETTER OF CREDIT FOR OUR ENDORSEMENT ON THIS LETTER OF CREDIT OF OUR PAYMENT OF SUCH DRAFT. PARTIAL AND MULTIPLE DRAWINGS ARE PERMITTED UNDER THIS LETTER OF CREDIT. DRAWINGS MAY BE PRESENTED TO US AT OUR ABOVE OFFICE BY HAND DELIVERY OR DELIVERED TO US BY U.S. POSTAL SERVICE MAIL, REGISTERED MAIL OR CERTIFIED MAIL OR BY EXPRESS COURIER OR OVERNIGHT COURIER. DRAWINGS MAY ALSO BE PRESENTED TO US BY FACSIMILE TRANSMISSION TO FACSIMILE NUMBER 844-879-5593 (EACH SUCH DRAWING, A "FAX DRAWING"); PROVIDED, HOWEVER, THAT A FAX DRAWING WILL NOT BE EFFECTIVELY PRESENTED UNTIL YOU CONFIRM BY TELEPHONE OUR RECEIPT OF SUCH FAX DRAWING BY CALLING US AT TELEPHONE NUMBER 1-800-776-3862 (OPTION 2). IF YOU PRESENT A FAX DRAWING UNDER THIS LETTER OF CREDIT YOU DO NOT NEED TO PRESENT THE ORIGINAL OF ANY DRAWING DOCUMENTS, AND IF WE RECEIVE ANY SUCH ORIGINAL DRAWING DOCUMENTS THEY WILL NOT Page 1 of 3 Each page of this document is an integral part of this Irrevocable Standby Letter of Credit Number 15000204292U WELLS FARGO BE EXAMINED BY US. IN THE EVENT OF A FULL OR FINAL DRAWING THE ORIGINAL LETTER OF CREDIT MUST BE RETURNED TO US BY OVERNIGHT COURIER. EACH DRAFT MUST BE MARKED "DRAWN UNDER WELLS FARGO BANK, N.A. STANDBY LETTER OF CREDIT NO. IS000204292U. IF ANY INSTRUCTIONS ACCOMPANYING A DRAWING UNDER THIS LETTER OF CREDIT REQUEST THAT PAYMENT IS TO BE MADE BY TRANSFER TO AN ACCOUNT WITH US OR AT ANOTHER BANK, WE AND/OR SUCH OTHER BANK MAY RELY ON AN ACCOUNT NUMBER SPECIFIED IN SUCH INSTRUCTIONS EVEN IF THE NUMBER IDENTIFIES A PERSON OR ENTITY DIFFERENT FROM THE INTENDED PAYEE. THIS LETTER OF CREDIT EXPIRES AT OUR ABOVE OFFICE ON NOVEMBER 30, 2022, BUT SHALL BE AUTOMATICALLY EXTENDED, WITHOUT WRITTEN AMENDMENT, TO NOVEMBER 30 IN EACH SUCCEEDING CALENDAR YEAR, UNLESS WE HAVE SENT WRITTEN NOTICE TO YOU AT YOUR ADDRESS ABOVE BY REGISTERED MAIL OR EXPRESS COURIER THAT WE ELECT NOT TO EXTEND THIS LETTER OF CREDIT BEYOND THE DATE SPECIFIED IN SUCH NOTICE WHICH DATE, WILL BE NOVEMBER 30, 2022 OR ANY SUBSEQUENT NOVEMBER 30 AND BE AT LEAST NINETY (90) CALENDAR DAYS AFTER THE DATE WE SEND YOU SUCH NOTICE. UPON OUR SENDING YOU SUCH NOTICE OF THE NON -EXTENSION OF THE EXPIRATION DATE OF THIS LETTER OF CREDIT, YOU MAY ALSO DRAW UNDER THIS LETTER OF CREDIT BY PRESENTATION TO US AT OUR ABOVE ADDRESS, ON OR BEFORE THE EXPIRATION DATE SPECIFIED IN SUCH NOTICE, OF YOUR DRAFT DRAWN ON US AT SIGHT ACCOMPANIED BY YOUR SIGNED AND DATED STATEMENT WORDED AS FOLLOWS: "THE UNDERSIGNED, AN AUTHORIZED OFFICIAL OF THE BENEFICIARY OF THE BOARD OF COUNTY COMMISSIONER OF WELD COUNTY ("BENEFICIARY"), HEREBY CERTIFIES THAT WE RECEIVED NOTICE FROM WELLS FARGO BANK, N.A. THAT THE LETTER OF CREDIT NO. IS000204292U WILL NOT BE RENEWED AND THAT PANORAMA WIND, LLC ("APPLICANT") HAS FAILED TO PROVIDE PROOF OF ADEQUATE COLLATERAL AND SUBSTITUTION OF THIS LETTER OF CREDIT NO. IS000204292U." WE HEREBY ENGAGE WITH YOU THAT EACH DRAFT PRESENTED UNDER AND IN COMPLIANCE WITH THE TERMS AND CONDITIONS OF THIS LETTER OF CREDIT WILL BE DULY HONORED IF PRESENTED TOGETHER WITH THE DOCUMENTS SPECIFIED IN THIS LETTER OF CREDIT AT OUR OFFICE LOCATED AT 794 DAVIS STREET, 2ND FLOOR, SAN LEANDRO, CA 94577-6922, ATTENTION: US TRADE SERVICES - STANDBY LETTERS OF CREDIT ON OR BEFORE THE ABOVE STATED EXPIRY DATE, OR ANY EXTENDED EXPIRY DATE IF APPLICABLE. EXCEPT AS OTHERWISE EXPRESSLY STATED HEREIN, THIS LETTER OF CREDIT IS SUBJECT TO THE UNIFORM CUSTOMS AND PRACTICE FOR DOCUMENTARY CREDITS (2007 REVISION), THE INTERNATIONAL CHAMBER OF COMMERCE PUBLICATION NO. 600, AND ENGAGES US IN ACCORDANCE THEREWITH. Very Truly Yours, WELLS F BANK, N.A. By: Authorized Signature The original of the Letter of Credit contains an embossed seal over the Authorized Signature. Page 2 of 3 Each page of this multipage document is a■ integral part of this Irrevocable Standby Letter of Credit Number 15000204292U WELLS FARGO Please direct any written correspondence or inquiries regarding this Letter of Credit, always quoting our reference number, to Wells Fargo Bank, National Association, Attn: U.S. Standby Trade Services at either 794 Davis Street, 2nd Floor MAC A0283-023, San Leandro, CA 94577-6922 or 401 N. Research Pkwy, 1st Floor MAC D4004-017, WINSTON-SALEM, NC 27101-4157 Phone inquiries regarding this credit should be directed to our Standby Customer Connection Professionals 1-800-776-3862 Option 2 1-800-776-3862 Option 2 (Hours of Operation: 8:00 a.m. PT to 5:00 p.m. PT) (Hours of Operation: 8:00 a.m. EST to 5:00 p.m. EST) Page 3 of 3 Each page of this multipage document is an integral part of this Irrevocable Standby Letter of Credit Number I5000204292U IMPROVEMENTS & ROAD MAINTENANCE AGREEMENT ACCORDING TO POLICY REGARDING COLLATERAL FOR IMPROVEMENTS Leeward Renewable Energy Development, LLC — USR19-0014 Phase Two Agreement - Panorama Wind THIS AGREEMENT is made this Tile day o , 2021, by and between Leeward Renewable Energy Development, LLC, a limited liability co any ganized under the laws of the State of Delaware, whose address is 6688 N. Central Expressway, uite 5 0, Dallas, Texas 75206, hereinafter referred to as "Operator," 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, Operator is the owner of USR19-0014 on the following described property in the County of Weld, Colorado: Sections 24, 26, 27, 34, 35, 36 Township 12 North, Range 59 West Sections 1, 3, 4, 5, 6, 7, 9, 10, Township 11 North, Range 58 West Sections 19, 20, 21, 25, 26, 27, 29, 32, 33, 34, 35, 36, Township 12 North, Range 58 West Sections 1, 2, 3, 4, 10, 11, 12, 15, Township 11 North, Range 59 West of the 6th P.M., Weld County, Colorado. Sections 6, 7, 18, 19, 30, 31 Township 11 North, Range 58 West • Sections 6, 7, 8, Township 10 North, Range 58 West Sections 22, 23, 24, Township 10 North, Range 58 West of the 6th P.M., Weld County, Colorado. hereinafter referred to as "the Property," and 4734460 Pages: 1 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO III EIPArniiilig VIM �ira Ii N �.H�� t1Pil. 111111 WHEREAS, Operator has received Board of County Commissioner approval of USR19-0014, for a Site Specific Development Plan and Use by Special Review Permit, USR 19-0014, for a 1041 Major Facility of a Public Utility (a wind energy facility for up to 380 megawatts (MW), along with one (1) 230 kilovolt (kV) transmission line approximately eleven (1 1) miles in length and one (1) 115 kV transmission line approximately fifteen (15) miles in length, two (2) electrical substations, two (2) temporary laydown yards and two (2) temporary concrete batch plants along with up to seven (7) temporary construction trailers to be utilized during the construction of the facilities and six (6) meteorological towers) in the A (Agricultural) Zone District, and WHEREAS, Operator acknowledges that the final approval of USR 19-0014 is conditional upon Operator's funding and/or construction of the Off -Site Improvements (as hereinafter defined) and road maintenance as described in this Agreement, specific to Phase Two - Panorama Wind. The Off -Site Improvements and road maintenance required in this agreement as related to Phase Two - Panorama Wind, are described and depicted in the following incorporated exhibits: Leeward Renewable Energy Development, I,LC - USR 19-0014 - Phase II OFFSIA21-0003 Page 1 of 13 Exhibit A - Off -Site Costs of Construction, Exhibit B— Off -Site Construction Schedule, Exhibit C — Construction Plans, Exhibit D — Plat Map, Exhibit E - Decommissioning Plan, Exhibit F - Meteorological Tower, Exhibit G - Haul Routes Map Exhibit H - Stock Piles, and Exhibit I — Gravel Roads Maintenance and Reclamation Plan WHEREAS, Operator acknowledges they may not operate Phase Two - Panorama Wind (the "Project") as described in USR19-0014 until said improvements have been completed and accepted by County, and WHEREAS, the parties agree that the Operator shall provide collateral for Off -Site Improvements as required by this Agreement and in conjunction with approval by the Board of County Commissioners, and WHEREAS, Operator acknowledges that the Permit is conditional upon, inter aim, Operator's construction of certain improvements to certain County Roads (the "County Roads") which are necessary for Operator to construct the Project and which are more particularly described in the attached Exhibit C, as well as certain improvements to the Property (the "On -Site Improvements") as more particularly described in the attached Exhibit C, and WHEREAS, the parties agree that except as set forth herein, Operator shall not be required to commence construction of the Road Improvements, as hereinafter defined, until Operator receives a permit for grading and/or a Right -of -Way Use permit from County, and WHEREAS, the parties agree that Operator shall be responsible for damages the Project causes to County nghts of way, including the County Roads, and agrees to keep them open and passable for public use, all as contemplated herein 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 I: SITE SPECIFIC PROVISIONS A. Off -Site Improvements (as required by the BOCC) The Operator shall be responsible for the construction of certain off -site safety improvements as identified in the USR hearing Resolution, which may include, but are not limited to construction of adequate turning radii of sixty (60) feet at the main entrances and exits which extend into County road Rights -of -Way (ROW) connecting to the County road system, and off -site drainage and signage installations, as indicated on the accepted Exhibit D and Exhibit C, as required On -Site Improvements that create more run-off than the historical amount may require off -site drainage improvements to roads and ROW Any approved access point(s) improvements will include standard County approved tracking control and may include a double cattle guard set (one right after the other), placed back to back across the entire width of the access, to ensure a complete revolution of the truck tires in order minimize the tracking of mud and debris onto the adjacent County road 1 0 Road Improvements Defined The "Road Improvements" shall mean those improvements to County Roads that are required by Operator in order to construct the Project, all as more particularly Leeward Renewable Energy Development, LLC - USR19-0014 - Phase II OFFSIA21-0003 Page 2 of 13 described on Exhibit C. By way of example, the Road Improvements will generally consist of grading, improvements to the turning radii at designated Intersections, improvements to existing cattle guards and the installation of warning signs at designated locations Upon completion of the Project, or a portion thereof which will no longer utilize a portion of the County Roads for construction purposes, the "Road Improvements" shall include the return of the County Roads to their pre -Project condition as evidenced by the pre -construction survey required in Section D 3 0 , except as may otherwise be set forth in Exhibit D or as may otherwise be agreed to by the County Public Works Department ("Public Works") 1 1 Road Improvements Responsibilities Operator is solely responsible for the required Off -Site Improvements These responsibilities may include but are not limited to the following design, surveys, utility locates, acquisition of ROW, dedication of ROW, acquisition and compliance with ROW, Access, and Transport Permits and fees, coordination with oil and gas operators and facilities and affected tmgation facilities, and utilities, traffic control, and project safety during construction Operator 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) identified as Exhibit A shall be submitted as part of this agreement The Operator shall detail the costs used in determining the collateral requirement for the Off -Site Improvements related to the development A registered Colorado Engineer must sign and stamp the construction cost Exhibit A If more than three (3) years have passed since the last construction cost estimate was provided, the Operator shall provide an updated construction cost estimate prior to the start of construction 3 0 Construction Schedule Exhibit Exhibit B shall be provided by the Operator, and indicating the construction schedule for Off -Site Improvements, including an anticipated completion date Operator shall not commence construction of any improvements, record the plat, or receive any permitting pnor to approval of this Agreement. Exhibit C shall be provided by the Operator and indicating the receipt of the appropriate Grading Permit, Access Permit, Transport, and/or ROW Permit, if applicable Operator shall substantially complete all improvements in accordance with Exhibit C in order to request that the warranty penod begin In the event that the construction schedule is not current, the Operator shall submit a revised construction schedule 4 0 Off -Site Improvements Collateral As required, collateral is accepted and released by the Board of County Commissioners pursuant to the Weld County Code Additional information about collateral is outlined in Part II B of this Agreement 5 0 As -Built Plans "As -built" plans shall be submitted at the time the letter requesting release of collateral is submitted or once the Operator has completed improvements as descnbed in Part II B, Subsection 3 2 3, of this Agreement Operator 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. On -Site Improvements: 1 0 On -Site Improvements Defined The "On -Site Improvements" shall mean those improvements to Property descnbed on Exhibit C 2 0 On -Site Improvements Responsibilities Operator shall be solely responsible for the construction of all On -Site Improvements and for any expenses associated therewith These include, but are not limited to, the following design and construction of the On -Site Improvements, surveys, utility locates, Leeward Renewable Energy Development, LLC - USR19-0014 - Phase II OFFSIA21-0003 Page 3 of 13 right-of-way clearances and permits, coordination with oil and gas operators and facilities, affected railroad facilities and affected irrigation facilities, traffic control, and Project safety during construction Construction of the On -Site Improvements shall be in accordance with all applicable regulations issued by the Occupational Safety and Health Administration, Colorado Department of Public Health and Environment and other regulatory agencies 3 0 On -Site Improvements Construction Standards All construction and materials for the On -Site Improvements shall conform to the standards and specifications for the On -Site Improvements set forth in Exhibit C 4 0 Decommissioning Plan Each party hereto agrees that the Project shall be decommissioned, and security therefore shall be provided, in accordance with the terms and conditions set forth in Exhibit E 5 0 Temporary Wind Monitoring Towers Operator shall remove the five (5) existing temporary meteorological towers within the sections/townships/ranges identified on Exhibit F on or before August 31, 2021 C. Haul Routes: The Operator shall be financially responsible for its proportional share of the associated costs for maintaining and/or improving designated haul/travel routes 1 0 Haul Routes The following roads are designated as established haul/travel routes for the Property 1 1 Operator shall take reasonable steps to prevent heavy truck and equipment traffic associated with the Project from using any County Roads other than those shown on the attached Exhibit G, and any changes thereto under Section D 2 0 below (the "Approved Haul Routes") 1 2 Operator recognizes that first use priority to certain Approved Haul Routes belongs to the United States Air Force as approved Defense Access Roads (DAR) 2 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 and shall also comply with Chapter 8, Article XV of the Weld County Code 3 0 Haul Route Signage Operator shall install travel route signs, if applicable, as per Manual of Uniform Traffic Control Devices standards, at all exit points of the Property which can be clearly seen by drivers leaving the facility and which clearly depict County approved travel routes 4 0 No Deviation from Approved Haul Routes Except as expressly set forth herein, no deviation in the use of any roads other than the Approved Haul Routes by vehicles accessing the Project shall be permitted without the prior written approval of Public Works, not to be unreasonably withheld, conditioned or delayed Without limiting the foregoing, in the event any changes to the Approved Haul Routes are accepted by Public Works, Operator shall be required to address, at Operator's expense, any impacts associated with the use of such revised haul routes, including dust control, upgrading, or maintenance of such revised haul routes in a manner consistent with this Agreement Operator shall recommend that passenger vehicles and light trucks use the Approved Haul Routes to access the Project whenever possible When passenger vehicles and light trucks access the Project via non -Approved Haul Routes without the approval of Public Works, Operator shall provide dust suppression at required locations or reimburse Public Works for any incremental impacts associated with the use of such routes, including dust control and maintenance if Public Works advises Operator that such Project traffic has increased traffic counts beyond the applicable threshold per Weld County Code Section 8-6-100 Leeward Renewable Energy Development, LLC - USR19-0014 - Phase II OFFSIA21-0003 Page 4 of 13 N. w - U N�304 2� o W-°+ ELEC .4.LL0 re WOcrew E!_ dmm— , N Nm _' �0 izrmo� 4 1 Operator may request deviation, modification or termination of or from one or more of the Approved Haul Route(s) by submitting, in writing to Public Works, a request detailing the dates and locations of the proposed changes in the Approved Haul Route(s) In the case of a deviation or modification, the written request shall identify the specific proposed new haul route(s) and interval(s) for the proposed new haul route by identifying the bounding roads (road number X between road number Y and road number Z) The written request should include identification of any site and road limitations of which the Operator is aware Public Works will evaluate the request, perhaps by field visit, and respond to the requested change(s) in wntmg within 5 working days The Operator shall be responsible for any road improvements identified by Public Works that may be necessary to render the new proposed haul route serviceable for the Project traffic D. Maintenance Requirements: 1 0 Obligation to Maintain Current and Future Routes Operator shall promptly repair or cause to be repaired any material damage to the Approved Haul Routes that is caused by Project traffic The type and method of repair shall be consistent with the applicable standard set forth in Exhibits C and I, as well as the Weld County's Engineenng and Construction Criteria per Weld County Code Chapter 8 Appendix Q 2 0 Dust Control Operator shall be financially responsible for dust control on unpaved designated haul/travel routes after commencement of operation The amount and extent of dust control will be determined on an equitable basis by site -specific conditions at the time, as determined exclusively by County personnel Dust abatement along the relevant haul/travel routes is expected to occur approximately two to five times per year Dust abatement is required for roads with more than 200 vehicles per day, per Section 8-6-100 of the Weld County Code 2 1 Dust Control Dunng Construction If necessary, as determined by the County, the Operator shall cause to be performed within 14 days of notification, at its sole expense, dust control by a contractor approved by Weld County Public Works dunng the construction penod of the development 3 0 Preconstruction Survey Operator and County have jointly inspected the Approved Haul Routes and established a baseline of current road conditions on the Approved Haul Routes so that subsequent inspections will be able to identify any material damage or maintenance issues on the Approved Haul Routes that are attnbutable to Operator's use of the Approved Haul Routes 4 0 Stockpiling of Repair Materials During construction of the Project, Operator will maintain a stockpile of repair materials on the Property, primarily consisting of three (3) gravel stockpiles of not less = than one thousand (1,000) cubic yards per stockpile for road repairs at the locations set forth on the attached IN Exhibit H Operator shall replenish each stockpile until such time as Operator has notified Public Works that heavy hauling operations for the Project has ceased and Public Works has concurred o3 U 5 0 Post -Construction Upon completion of construction of the Project, Operator shall return the aD2 Approved Haul Route roadways to pre -construction condition consistent with preconstruction survey, as 3 set forth on the attached Exhibit I "mie a m — N�3= 6 0 Repair Operator shall be financially responsible for its proportional share of excavation, patching, "Hw,-4 and pavement repair, and gravel replenishment on designated haul/travel routes in accordance with the o .a standards set forth in Exhibits C and I eon g� .. 2 lg 7 0 Need for Immediate Repairs In the event of damage to a designated haul/travel route by Project ma as traffic that causes an immediate threat to public health and safety or renders the road impassible dmm� r.o- Leeward Renewable Energy Development, LLC - USR19-0014 - Phase II OFFSIA21-0003 !. i_' Page5of13 Nam :VN17:319:::M:r ("Significant Damage"), County shall, after inspection, notify Operator of such Significant Damage Operator shall identify the repair required and shall consult with County on the extent, type, timing, materials and quality of repair (i e temporary versus permanent) within twenty-four (24) hours after receipt of such notice and shall commence such repair within forty-eight (48) hours after receipt of such notice If Operator identifies Significant Damage prior to receiving notice thereof from County, Operator may commence repair of such Significant Damage and shall concurrently notify County of the extent, type, timing, materials and quality of repair (i e temporary versus permanent) 8 0 Repair of Road Operator shall be responsible for all road repairs made necessary as a result of Project traffic If Operator can reasonably demonstrate that the need for repair is caused by non -Project related traffic, Weld County will be responsible for such repairs PART II: GENERAL PROVISIONS A. Engineering and Construction Requirements: 1 0 Engineering Services Operator shall furnish to County, at its own expense, all engineering services in connection with the design and construction of the Off -Site Improvements and all on -site drainage - related structures if required by any Municipal Separate Storm Sewer System (MS4) permit, as identified on the accepted Construction Plans and according to the construction schedule set forth in the construction schedule exhibits The required engineering services shall be performed by a Professional Engineer and Land Surveyor registered in the State of Colorado and shall conform to the standards and criteria established by the County for public improvements The required engineering services shall consist of, but not be limited to surveys, designs, plans and profiles, estimates, construction supervision, and the submission of 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, Operator 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 Operator 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 Operator shall furnish and install, at its own expense, the improvements (and any drainage -related structures required by any MS4 permit) identified on the accepted Exhibits and shall be solely responsible for the costs listed on the cost of construction exhibits, with the improvements being completed also in accordance with the schedule set forth in the construction schedule exhibits The BOCC, at its option, may grant an extension of the time of completion set forth in construction schedule exhibits stated herein upon application by the Operator 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 Operator 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, Operator shall employ at its expense a third -party qualified testmg 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 Operator's expense Any material or work not conforming to the approved plans and specifications, Leeward Renewable Energy Development, LLC - USR19-0014 - Phase II OFFSIA21-0003 Page 6 of 13 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 Operator 5 0 Construction Standards Except as otherwise set forth m this Agreement and where applicable, design and construction of all Off -Site Improvements shall conform to the current version of CDOT's "Standard Specifications for Road and Bndge Construction" and the Weld County Engineenng and Construction Critena 6 0 Traffic Control Prior to any construction in County and/or State ROW, and as a condition of issuance of any ROW, Transport, or Access Permit, the Operator shall submit a traffic control plan for County review Dunng 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 Operator shall provide to County the necessary collateral to guarantee all of Operator's obligations under this Agreement (1) Project Collateral is required for completion of Off -Site Improvements, as described in this Agreement, (2) Warranty Collateral is required for all Off -Site Improvements dunng the two-year warranty penod Collateral acceptance and release are governed by the Weld County Code 1 1 Project Collateral shall be submitted to guarantee completion of Off -Site Improvements identified in the Exhibits Project Collateral must be submitted in an amount equal to 100% of the value of the improvements, as calculated in the cost of construction exhibits Project Collateral must be submitted at the time of execution of the Agreement, unless otherwise directed by the Board of County Commissioners In the event that Operator fails to adequately complete the required improvements, County may, in its sole discretion, access Project Collateral for the purpose of completing such improvements It may be necessary to provide additional collateral in the event the cost estimate is older than three (3) years NO WORK SHALL COMMENCE UNTIL PROJECT COLLATERAL HAS BEEN SUBMITTED AND ACCEPTED BY THE COUNTY 1 2 Warranty Collateral shall be submitted and held by the County until release after the two- year warranty period following the County's mitial approval of the improvements Warranty Collateral shall be in an amount equal to 15% of Project Collateral In the event that Operator fails 7" _ to adequately complete or repair improvements dunng the warranty penod, 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 and Public Works Department conducts inspections for On -Site Improvements, and the Department of Public Works conducts inspections for Off -Site Improvements 3 1 Timing of Release Project Collateral may be released upon completion of all improvements required by the Exhibits after initial approval by the County Warranty Collateral shall be withheld by County at the time of release of Project Collateral or may be submitted separately by Operator Warranty Collateral may be released upon the approval of the County at the end of the two-year warranty penod Leeward Renewable Energy Development, LLC - USR19-0014 - Phase II OFFSIA21-0003 Page 7 of 13 o - C)3 - ° UN Cs) e311 Nom` m:EM Olio irm wa me Na NYy� 3 2 Request for Release of Collateral Pnor to release of collateral by Weld County for the entire Project or for a portion of the Project, the Operator 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 Operator's Engineer or his representative has made regular on -site inspections during the course of construction and the construction plans utilized are the same as those accepted by Weld County 3 2 2 For the improvements to public rights -of -way or easements, test results must be submitted for all phases of this Project as per Colorado Department of Transportation (CDOT) Schedule for minimum materials sampling, testing and inspections found in CDOT Materials Manual 3 2 3 "As -built" plans for all permanent changes to County roads (if any) shall be submitted at the time the letter requesting release of collateral is submitted or at such time as the Operator has completed improvements as shown on the Exhibit C and/or Exhibit D, and shall be stamped and approved by an Engineer registered in the State of Colorado, if an Engineer was initially required for the Project The Operator's Engineer shall certify that the "as -built" is in substantial compliance with the plans and specifications as approved, or that any matenal deviations have received pnor 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, Operator 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 descnbed in the Construction Plans, Operator shall submit to the Weld County Department of Public Works a Statement of Substantial Compliance by Operator's Engineer along with "as -built" drawings as required in subsection B 3 2 3, above, and shall request County inspection of the Off -Site Improvements County personnel shall then inspect the improvements If the County determines the improvements were not constructed in accordance with the Construction Plans, the County shall direct the Operator 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 Initial approval of the Off -Site Improvements begins the two- year warranty penod Upon completion of the two-year warranty period, County Public Works personnel shall, upon request by the Operator, inspect the subject improvements, and notify the Operator of any deficiencies If any deficiencies are discovered, the Operator shall correct the Leeward Renewable Energy Development, LLC - USR19-0014 - Phase II OFFSIA21-0003 Page 8 of 13 li deficiencies County personnel shall re -inspect the improvements after notification from the Operator 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 Operator to request the Board of County Commissioners to release the Warranty Collateral 2 3 Placement of Improvements Into Service Pnor to County Approval If requested by the Operator 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 Operator D. Permits: Property Owner is required to apply for, receive, and at all times comply with all permits required by the County or any other applicable local, state, or federal permit, including but not limited to 1 0 Access Permits Operator shall not use any access onto any County road or construct, change or make improvements to any access 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 pomt, 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 XIII of Chapter 8 of the Weld County Code, any work occurring within County ROW requires a ROW permit issued by the Department of Public Works No work shall occur without said ROW permit 3 0 Transport Permits Per Article XV of Chapter 8 of the Weld County Code, a Weld County Transport Permit is required for Extra -legal vehicles using Weld County roadways to ensure the operation and movement of Extra -legal Vehicles and Loads occurs in a safe and efficient manner E. Enforcement and Remedies: 1 0 Violation of Terms of Agreement. If in County's opinion, Operator has violated any of the terms of this Agreement, County shall notify Operator of its belief that the Agreement has been violated and shall state with specificity the facts and circumstances which County believes constitute the violation Operator shall have fifteen (15) days within which to either cure the violation or is making good faith and continuing efforts to correct the violation If, after fifteen (15) days have elapsed, County believes in good faith that the violation is continuing and that Operator is not making good faith and continuing efforts to correct the violation, County may consider Operator to be in breach of this Agreement 2 0 Remedies for Breach by Operator In the event that County determines that Operator 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 Leeward Renewable Energy Development, LLC - USR19-0014 - Phase II OFFSIA21-0003 Page 9 of 13 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 Distnct 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 / Suspension of USR Permit Operator acknowledges that failure to comply with the terms of this Agreement constitutes cause to revoke or suspend the USR in full or in part, and County may exercise this option in its sole discretion by proceeding with revocation under the then current provisions of the Weld County Code 30 events Termination of Agreement This Agreement shall terminate upon the earliest of the following 3 1 Failure to Commence County may terminate this Agreement upon or after revocation of the underlying land use approval under Weld County Code Section 23-2-290 However, County may still exercise all necessary activities under this Agreement that the County determines necessary to protect the health, safety, and welfare of the residents of Weld County 3 2 Cessation of all Permit Related Activities Termination of this Agreement shall occur upon Operator'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 Operator 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 Operator 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 operator 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 Operator's USR, except that the Operator 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 Operator's collateral if Operator fails to complete such improvements F. General Provisions: 4734460 Pages: 10 of 223 07/12/2021 101er0k aMd Rec eae$0w00 County CO Carly Koppes, w 1 0 Successors and Assigns NiciN n ��IliiPNerIR IRAN 901,1N1li II III 1 1 Operator may not delegate, transfer, or assign this Agreement in whole or in part, without the pnor express written consent of County and the written agreement of the party to whom the Leeward Renewable Energy Development, LLC - USR19-0014 - Phase II OFFSIA21-0003 Page 10 of 13 obligations under this Agreement are assigned Consent to a delegation or an assignment will not be unreasonably withheld by County In such case, Operator's release of its obligations shall be accomplished by County's execution of a new Improvements Agreement with the successor owner of the property The foregoing notwithstanding, Operator shall have the right to assign this agreement to Panorama Wind, LLC without the need for consent from the County and following such assignment, County will look solely to Panorama Wind, LLC for performance of the obligations of this agreement and Operator will have no liability for any breach of this Agreement occurring subsequent to such assignment 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 junsdiction 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, nghts, benefits, protections or other provisions, of the Colorado Governmental Immunity Act §§24-10-101 et seq , as applicable now or hereafter amended 4 0 Amendment or Modification Any amendments or modifications to this agreement shall be in writing and signed by both parties 5 0 No Third -Party Beneficiary It is expressly understood and agreed that the enforcement of the terms and conditions of this Agreement, and all rights of action relating to such enforcement, shall be strictly reserved to the undersigned parties and nothing in this Agreement shall give or allow any claim or right of action whatsoever by any other person not included in this Agreement It is the express intention of the undersigned parties that any entity other than the undersigned parties receiving services or benefits under this Agreement shall be an incidental beneficiary only 6 0 Board of County Commissioners of Weld County Approval This Agreement shall not be valid until it has been approved by the Board of County Commissioners of Weld County, Colorado or its designee 7 0 Choice of Law/Junsdiction 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 8 0 Attorneys' Fees/Legal Costs In the event of a dispute between County and Operator, concerning this Agreement, the parties agree that each party shall be responsible for the payment of attorney fees and/or legal costs incurred by or on its own behalf 9 0 Release of Liability Operator 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 Leeward Renewable Energy Development, LLC - USR19-0014 - Phase II OFFSIA21-0003 Page 11 of 13 o ii NO3 N m • 0•a ryLL° '-4 U Q. a a' `t Y a -r .-.0 N tsi 61No notwithstanding section 7 0 above, together with all reasonable expenses and attorney fees incurred by County in defending such suit, action or claim whether the liability, loss or damage is caused by, or arises out of the negligence of the County or its officers, agents, employees, or otherwise except for the liability, loss, or damage arising from the Intentional torts or the gross negligence of the County or its employees while acting within the scope of their employment All contractors and other employees engaged in construction of the improvements shall maintain adequate worker's compensation insurance and public liability insurance coverage and shall operate in strict accordance with the laws and regulations of the State of Colorado governing occupational safety and health 10 0 Binding Arbitration Prohibited Weld County does not agree to binding arbitration by any extra- judicial body or person Any provision to the contrary in this Agreement or incorporated herein by reference shall be null and void 11 0 Authority to Sign Each person signing this Agreement represents and warrants that he or she is duly authorized and has legal capacity to execute and deliver this Agreement Each party represents and warrants to the other that the execution and delivery of the Agreement and the performance of such party's obligations hereunder have been duly authorized and that the Agreement is a valid and legal agreement binding on such party and enforceable in accordance with its terms If requested by the County, Operator shall provide the County with proof of Operator's authority to enter into this Agreement within five (5) days of receiving such request 12 0 Acknowledgment County and Operator acknowledge that each has read this Agreement, understands it and agrees to be bound by its terms Both parties further agree that this Agreement, with the attached or incorporated Exhibits, is the complete and exclusive statement of agreement between the parties and supersedes all proposals or prior agreements, oral or written, and any other communications between the parties relating to the subject matter of this Agreement 13 0 Notwithstanding any other provision contained in this Agreement, for any conflict or potential conflict between any term in this Agreement and the Resolution of the Board of County Commissioners approving the underlying land use permit, the provisions of the Board's Resolution shall control In the event of a discrepancy between this Agreement and the Weld County Code in effect at the time of the agreement, the terms of this Agreement shall control 4734460 Pages: 12 of 223 07/12/2021 11 00 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County , CO ®III FAMILMIiiiiktiZillikifillICIATilk ,1111 Leeward Renewable Energy Development, LLC - USR19-0014 - Phase II OFFSIA21-0003 Page 12 of 13 OPERATOR: Leeward Renewable Energy Development, LLC By: Name: Title: 66-0 Aft/siln,1 -7 a JA5D,v fit A c.t EN STATE OF COLORADO County of Weld ) ) ) Date: SS. O'7/02/ZoZ/ The foregoing instrument was acknowledged before me this 202 , by WITNESS my hand and official seal. day of , Notary Public WELD COUNTY: ATTEST: Weld C BY: eat& W %-eido:ii Clerk to the Bo Deputy Cl o the/ : oar d 4734460 Pages: 13 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO .2.,,,--c,ini Steve Moreno, Chair JUL 0 7 2021 Leeward Renewable Energy Development, LLC - USR 19-0014 - Phase II OFFSIA21-0003 Page 13 of 13 oZoa! j7(a'( EXHIBIT 2 05a19 -Doty Phc$etoi Panorama Wind - CR and CR ROW Upgrades I Total Cost ($) Notes Intersection Temporary Offceta rdown Site Prep Detention Basins at Laydown Yard Improvments (County ROW Part) New entrances (County ROW Part) CR Maintenance and improvments Culvert r pairireplace and maintain Dust control met towers$ $ 283.659 Laydown Construction compound 5 43.259 Detention area at Laydown yard $ 130.893 2 Off Site and I Onsite 5 276.624 3 926.724 Blade Maintain Upgrade County Roads 127.410 Maintain repair and replace Culverts on Haul routes 110.956 35.000 7 Met Towers x $5000 00 Each Total Collateral 4734460 Pages: 14 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder. Weld County CO III PIN% Iiiiireilk1714CiAlthlAtiffili'mt.ilii liii 1 934.525.00 6 V�RI -►lq Pkce.ercao Activity Name a Owner Release/ LNTP irl WTG Procurement (to 1st WTG Delivery)- By Owner Notice to Proceed Execute Contract Backfeed from Uti ity AU WIG's Mechanically Complete COO Guaranteed Substantial Completion Final Completion Exhibit 8-3 Milestones kern I urcit on 160 0 43 0 0 0 0 0 0 0 91 :tart 26 -Feb -21 A 10 -Mar -21 A 10 -Mar -21 A 09 -Jun -21 09 -Jun -21' 09 -Jun -21' 09 -Aug -21 F ior;,i� 18 -Jan -22 18 -Jan -22 09 -Aug -21 01 -Oct -21' 13 -Dec -21' 31 -Dec -21 31 -Dec -21' 18 -Jan -22 13 -Dec -21 GENERAL CONDITIONS ENGINEERING AND TESTING PERMITS ROAD CONSTRUCTION FOUNDATIONS Strip Foundations Excavate Foundations Paw Mud Slab Install Bottom Mat Reber Install Anchor Bolts Install Pedestal Reber Install Condlit& Grounding Set Form Paw Concrete Foundation Strip Form Backfill Foundations FOUNDATION CURE TIME 7-- CRANE PADS ERECTION WTG Deliveries = Tower Erection Mech/Elec Completions rr RES Panorama Wind Project Schedule - Update 05 Ii I' 96 Key Miiestm es Engineering Procurement Construction 150 25 15 44 56 42 44 44 42 42 42 42 42 41 41 35 73 35 88 34 70 77 83 164 164 164 75 116 149 14 -Jun -21 15 -Mar -21 A 17 -Mar -21 A 29 -Jun -21 07 -Jul -21 07 -Jul -21 12.Ju1.21 13 -Jul -21 16 -Jul -21 19 -Jul -21 20 -Jul -21 21 -Jul -21 21 -Jul -21 23-Ju1-21 26 -Jul -21 05 -Aug -21 24-Jul•21 06 -Aug -21 09 -Aug -21 09 -Aug -21 11 -Aug -21 24 -Aug -21 18 -Jan -22 02 -Jul -21 18 -Jun -21 30 -Aug -21 23 -Sep -21 02 -Sep -21 10 -Sep -21 13 -Sep -21 14 -Sep -21 15 -Sep -21 16 -Sep -21 17 -Sep -21 17 -Sep -21 20 -Sep- 21 21 -Sep -21 23 -Sep -21 04 -Oct -21 24 -Sep -21 13 -Dec -21 24 -Sep -21 17 -Nov -21 13 -Dec -21 `In Complete 27.9% 31.03% 100% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0°i° 68.35% 0% 0% 096 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0°v 0% 15 -Sep -21 26 -Feb -21 A 26 -Feb -21 A 26 -Feb -21 A 01 -Mar -21 A 13 -Mar -21 A 22 -Jun -21 14 -Jan -22 14 -Jan -22 14 -Jan -22 14 -Jan -22 16 -Sep -21 11 -Nov -21 14 -Jan -22 0% 29 07% Qtr 3. 2021 Ott 4, 2021 Qtr 1, 2022 Jun Jul Aug Sep Od Nov Dec Jan Feb 1 • Nonce to Proceed • Execute Contract WTG Procurement (to 1st WTG Delivery) - By Owner Backfeedfro mUnity I All WTG's Mechanically Complete • COD • Guaranteed Subsannal Completion • Final Completion n I II II U 1 I ■ _ II II 11 1 I _ 1 _ 1 1 _ I _ 1 _ 1 II I 1 III 1IIH I11tH IIHI 11UI1 11111 IU I I I III 1 1 I Ha IIIH um muff MU MU I I 29.07% 29.07% 45.95% 31.76% 0% II 1 1 1 I I I 1 I II I I I I 1 II I 11 1 1 II I I lei Actual Work Remaining Work Critical Remaining Work • Milestone 4734460 Pages: 15 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder; Weld County CO Page 1 of 1 PANORAMA CONTRACT Level -1 Summary Schedule Date Revision Checked Approved EXHIBIT SITE VG.••' u O. .w::. V 01.10 x. • w W.A. .•R•• € Lon. STATE MAP •.• • . P.0 ai✓, -4 .l ...a • PANORAMA WIND, LLC CIVIL ENGINEERING DOCUMENTS WELD COUNTY, COLORADO USR19-0014 DATA SOURCE TABLE DATA TYPE PROVIDED BY PILE NAME DATE TURBINE ARRAY IEA Exhibd A- 3 Panorama WTG Coordlnata_Elevaton 03/18/2021 COLLECTION LAYOUT LEEWARD Panorama_RoubrtL-90%.kmz 05/1412021 ALTA SURVEY TIMMONS GROUP 47936-XPSURV 05/2611021 TOPOGRAPHY TIMMONS GROUP CEDAR-CREE-FT-TOPO.DWG 06/1012019 LAND CONTROL TIMMONS GROUP 47936-XPSURV 07111/1019 WETLANDS 8 STREAMS IEA Wedands_PW.SHP 0303/2021 HABITATS IEA PSTG_latLAreas_2019.shp PSTO_LetWeas_2018.snp 03123/2021 TURBINE CIVIL SPECS Vows w IEA 00063131 VO8.POF 12/1912017 GEOTECHNICAL REPORT TERRACON Final Geotacnn¢alReport Rev 1 (3/24/2021) 03108/2021 TRANSMISSION LINE LAYOUT LEEWARD panorama 115kv_b- MILE ROUTE 05-04-2021 km: 05/04/2021 LEEWARD panorama 115kv_15.5-MILE ROUTE 05-04-2021.kmz 05/04/2021 BLUE LIGHTNING FO LEEWARD BlueLlphtnmL-PW.shp 06/152021 COORDINATE SYSTEM COORDINATE SYSTEM COLORADO STATE PLANES, NORTH ZONE. US FOOT HORIZONTAL DATUM NADe3 VARTICAL DATUM NAVD88 WYOMING STAT% OF WYOMING LARAMIE COUNTY STA I E OF COLORADO WELD COUNTY GROVER• PROJf C I BOUNDARY SITE WELD COON tY MORGAN COUNTY VICINITY MAP NEBRASKA STATE OF WYOMING KIMBALL COUNTY 9 :ASR 19-oo,y PhcS,4C Two NOTE ALL SITE DATA COLLECTED ON SITE SHALL BE SHARED WITH TIMMONS GROUP IN ORDER TO VERIFY TOPOGRAPHY AND PROPOSED DESIGN ELEMENTS. DATA INCLUDES PROJECT BENCHMARKS. VERTICAL AND HORIZONTAL SITE CONTROL EXISTING TOPOGRAPHY AND FIELD STAKING FILES. ALL SENT DATA SHALL BE IN THE SAME COORDIKATE SYSTEM. PROJECT CONTACT INFORMATION COMPANY TITLE NAME CONTACT PHONE CONTACT EMAIL ADDRESS IEA CONSTRUCTORS. INC PROJECT ENGINEER JOHN SOLKO (812) 870-3229 phn.solkoolea.net - TIMMONS GROUP ENGINEER MARCUS TREW (489) 810-0232 rtlarcus.UeWMetmmmons.co 7501 LONE STAR DRIVE #8250 PLANO. TX 75025 TIMMONS GROUP SURVEY DAVE MINTON (469) 666-5872 davamintonobmmons.com 7501 LONE STAR DRIVE e8250 PLANO TX 75025 LEEWARD ENERGY SITE CONTACT TREY HELLMAN (817) 682.4086 bev.hellmanoNevNrdenergy.com 6688 N. CENTRAL EXPRESSWAY 41500 DALLAS TX 7.206 COPHE (COLORADO DEPARTMENT OF HEALTH S PUBLIC HEALTH 8 EWIRONMENT) COMPLIANCE OFFICIAL NATHAN MOORE (303) 692-3555 natnan.mooreostate.co.us MAY 2021 Know what's below. Call before you dig. •°p I t9 =i , T • in Ell fc° � Z Ix� • OT e ` vIN '� N 5 C — ° Imi �o W i►1 CONSTRUCTORS a 2 O Z Q a r 06/1812021 4;1 -Ern ATI 47936 Flt, .in ,tt PANORAMA WINO I s-ar t. tet.}..I. M. TRBA// L MARTINEZ . oar* •V -t.. at aw..—..n.. V. .... wsll O 111/...)4 K OP LOP -t w •••••••••• • •.Pob • .. /Mt .•• • att. w•4.1.✓>w•M.A.r-r w. ,..a •. 1. REVISIONS • .MLD. • • C[Nf•pt 4734460 Pages: 16 of 223 07/12/2021 11:00 AM d Recoee $,0 .0 d County CO Carly Koppes, Clerk $WIJ*! I 11 I ■IIIl� SHEET LIST TABLE SHEET LIST TABLE SHEET UST TABLE SHEET I SHEET 11TLE IFC IFC Rev 1 IFC Rev 2 SHEET I SHEET TITLE IFC IFC Rev 1 IFC Rev 2 SHEET I SHEET TITLE IFC IFC Rev 1 IFC Rev 2 00.00 COVER SHEET 5/18/2021 613/2021 6/1812021 C3.15 ROAD D PLAN 6 PROFILE 5/1812021 6/3/2021 C5.06 TEMP INTERSECTION IMPROVEMENT ENTRANCE H 5/18/2021 6/18/2021 C0.01 DRAINING INDEX 5118/2021 6/3/2021 6118/2021 C3.16 ROAD D PLAN & PROFILE 5/18/2021 6/3/2021 C5.07 TEMP INTERSECTION IMPROVEMENT ENTRANCE I 5/18/2021 6/18/2021 C0.02 GENERAL NOTES 5/18/2021 C3.17 ROAD D PLAN & PROFILE 5/18/2021 6/3/2021 C5.08 TEMP INTERSECTION IMPROVEMENT ENTRANCE J 8 K 51182021 6/18/2021 00.03 DESIGN TABLES 5/18/2021 6/3/2021 6/18/2021 C3.18 ROAD D PLAN & PROFILE 5/18/2021 6/3/2021 C5.09 TEMP INTERSECTION IMPROVEMENT ENTRANCE L 5/18/2021 6/3/2021 6/18/2021 C1.00 EXISTING CONDITIONS 5118/2021 6/3/2021 6/18/2021 C3.19 ROAD 0 PLAN 8 PROFILE 5118/2021 6/32021 05.10 TEMP INTERSECTION IMPROVEMENT ENTRANCE M 8 N 5/18/2021 6/3/2021 6/18/2021 C1.01 OVERALL CONSTRAINTS MAP 5/15/2021 6/312021 6/18/2021 C3.20 ROAD 0 PLAN & PROFILE 5118/2021 6/3/2021 C5.11 TEMP INTERSECTION IMPROVEMENT ENTRANCE 0 8 P 5/16/2021 5/18/2021 C1.02 OVERALL SITE PLAN 5/18/2021 6/312021 6/18/2021 03.21 ROAD D PLAN & PROFILE 5118/2021 6/312021 C5.12 TEMP INTERSECTION IMPROVEMENT ENTRANCE O 5118/2021 6/18/2021 01.03 DELIVERY FLOW PLAN 5118/2021 6/38021 8/18/2021 C3.22 ROAD D PLAN 6 PROFILE 918/2021 6/3/2021 05.13 TEMP INTERSECTION IMPROVEMENT ENTRANCE R 918/2021 6/182021 01.04 OVERALL CRANE PATH 51182021 6/3/2021 6/18/2021 03.23 ROAD D/ PLAN & PROFILE 5118/2021 6/3/2021 C5.14 TEMP INTERSECTION IMPROVEMENT ENTRANCE S 5/182021 8/18/2021 C1.06 EROSION CONTROL SHEET INDEX 5/18/2021 6/3/2021 6/18/2021 C3.24 ROAD D1 PLAN & PROFILE 5/18/2021 60/2021 C5.15 TEMP INTERSECTION IMPROVEMENT ENTRANCE T 5/18/2021 C1.06 ROADWAY PLAN 6 PROFILE INDEX 5/18/2021 6/3/2021 C3.25 ROAD DI PLAN 8 PROFILE 5/18/2021 6/3/2021 C5.I6 TEMP INTERSECTION IMPROVEMENT ENTRANCE U 6 V 5/18/2021 6/18/2021 C2.01 SEDIMENT AND EROSION CONTROL 5/18/2021 6/3/2021 6/18/2021 03.26 ROAD D1 PLAN 8 PROFILE 5118/2021 6/32021 05.17 TEMP INTERSECTION IMPROVEMENT ENTRANCE W 8 X (NORTH) 918/2021 6/18/2021 02.02 SEDIMENT AND EROSION CONTROL 5/18/2021 6118/2021 0327 ROAD E PLAN 6 PROFILE 5/18/2021 6/3/2021 C5.18 TEMP INTERSECTION IMPROVEMENT ENTRANCE X 5/192021 6/3/2021 6/18/2021 C2.03 SEDIMENT AND EROSION CONTROL 5/188021 6/312021 6118/2021 C3.28 ROAD E PLAN & PROFILE 5/18/2021 6/3/2021 C8.00 TURBINE SITE DETAILS 101 -TIN 5/18/2021 8/38021 02.04 SEDIMENT AND EROSION CONTROL 5/18/2021 6/18/2021 C3.29 ROAD F PLAN & PROFILE 5/18/2021 6/3/2021 6/18/2021 C6.01 TURBINE SITE DETAILS T05 -T08 5118/2021 6/3/2021 C2.05 SEDIMENT AND EROSION CONTROL 5118/2021 6/18/2021 C3.30 ROAD F PLAN 8 PROFILE 6/182021 6/3/2021 C6.02 TURBINE SITE DETAILS 109-111 918/2021 6/3/2021 C2.06 SEDIMENT AND EROSION CONTROL 5/18/2021 6/3/2021 6/18/2021 03.31 ROAD G PLAN & PROFILE 5118/2021 8/3/2021 6/18/2021 C6.03 TURBINE SITE DETAILS T12-TIS 5/1812021 6/3/2021 02.07 SEDIMENT AND EROSION CONTROL 5/188021 8/3/2021 6/18/2021 C3.32 ROAD G PLAN & PROFILE 5/1812021 60/2021 06.04 TURBINE SITE DETAILS T16 -T18 5/182021 6/3/2021 C2.06 SEDIMENT AND EROSION CONTROL 5118/2021 6/3/2021 6/18/2021 03.33 ROAD 0 PLAN 6 PROFILE 5/18/2021 6/3/2021 6/18/2021 06.05 TURBINE SITE DETAILS T19 -T22 5118/2021 6/3/2021 C2.09 SEDIMENT AND EROSION CONTROL 51182021 6/3/2021 6/18/2021 C3.34 ROAD H PLAN 8 PROFILE 5118/2021 8/3/2021 6118/2021 C6.06 TURBINE SITE DETAILS T23-726 5/18/2021 6/3/2021 C2.10 SEDIMENT AND EROSION CONTROL 5118/2021 6/3/2021 8/18/2021 03.35 ROAD H PLAN 8 PROFILE 5/18/2021 6/3/2021 C6.07 TURBINE SITE DETAILS 127 5118/2021 613/2021 C2.11 SEDIMENT AND EROSION CONTROL 5/18/2021 6/3/2021 6118/2021 03.36 ROAD H1 PLAN 8 PROFILE 5/18/2021 6/3/2021 C6.06 TURBINE SITE DETAILS T28-131 5118/2021 6/3/2021 C2.12 SEDIMENT AND EROSION CONTROL 5/18/2021 6/18/2021 C3.37 ROAD I PLAN 8 PROFILE 5/18/2021 6/3/2021 06.09 TURBINE SITE DETAILS T32-135 5/18/2021 6/3/2021 02.13 SEDIMENT AND EROSION CONTROL 5/18/2021 6/3/2021 6116/2021 C3.38 ROAD I PLAN 8 PROFILE 5118/2021 6/3/2021 C6.10 TURBINE SITE DETAILS T36 -T39 918/2021 6/3/2021 C2.14 SEDIMENT AND EROSION CONTROL 5/1812021 6/16/2021 C3.39 ROAD J PLAN 8 PROFILE 918/2021 6/3/2021 C5.11 TURBINE SITE DETAILS T40 -T42 5118/2021 6/3/2021 C2.15 SEDIMENT AND EROSION CONTROL 5/16/2021 6/3/2021 6/18/2021 C3.40 ROAD K PLAN & PROFILE 5118/2021 613/2021 06.12 TURBINE SITE DETAILS 143-T46 5118/2021 6/32021 C2.16 SEDIMENT AND EROSION CONTROL 5/18/2021 6/3/2021 6/18/2021 03.41 ROAD K PLAN & PROFILE 5/192021 6/3/2021 C6.13 TURBINE SITE DETAILS T47 -T50 5118/2021 6/3/2021 0.17 SEDIMENT AND EROSION CONTROL 5/180021 6/3/2021 6/18/2021 C3.42 ROAD L PLAN 6 PROFILE 5/18/2021 6/3/2021 C6.14 TURBINE SITE DETAILS T51 -T54 5118/2021 6/3/2021 C2.18 SEDIMENT AND EROSION CONTROL 5/18/2021 6/3/2021 6118/2021 03.43 ROAD L PLAN 8 PROFILE 5/182021 6/3/2021 C6.15 TURBINE SITE DETAILS 155-158 5/18/2021 6/3/2021 C2.19 SEDIMENT AND EROSION CONTROL 5118/2021 6/18/2021 C3.44 ROAD L PLAN & PROFILE 918/2021 6/3/2021 06.16 TURBINE SITE DETAILS 159.162 5118/2021 6/3/2021 0220 SEDIMENT AND EROSION CONTROL 5118/2021 6/3/2021 6/18/2021 C3.45 ROAD LI PLAN & PROFILE 5/18/2021 6/3/2021 C6.17 TURBINE SITE DETAILS T63-766 5118/2021 6/3/2021 02.21 SEDIMENT AND EROSION CONTROL 5/18/2021 6118/2021 03.46 ROAD M PLAN & PROFILE 5/18/2021 6/3/2021 07.00 CONSTRUCTION DETAILS 5/18/2021 02.22 SEDIMENT AND EROSION CONTROL 5/180021 6/18/2021 C3.47 ROAD N PLAN & PROFILE 5/18/2021 6/3/2021 07.01 CONSTRUCTION DETAILS 5/18/2021 6/18/2021 C223 SEDIMENT AND EROSION CONTROL 5/18/2021 6/3/2021 6/18/2021 03.48 ROAD 0 PLAN 8 PROFILE 5/18/2021 6/3/2021 07.02 CONSTRUCTION DETAILS 5/18/2021 0224 SEDIMENT AND EROSION CONTROL 5118/2021 6/3/2021 6118/2021 C3.49 ROAD O PLAN 8 PROFILE 918/2021 6/3/2021 C7.03 CONSTRUCTION DETAILS 5/18/2021 C2.25 SEDIMENT AND EROSION CONTROL 5/18/2021 6/18/2021 03.50 ROAD P PLAN & PROFILE 918/2021 8/32021 6118/2021 07.04 CONSTRUCTION DETAILS 5/18/2021 6/18/2021 C2.26 SEDIMENT AND EROSION CONTROL 5/18/2021 6/18/2021 C3.51 ROAD O PLAN 8 PROFILE 5/18/2021 4/3/2021 6/18/2021 C7.06 CONSTRUCTION DETAILS 918/2021 0227 SEDIMENT AND EROSION CONTROL 5118/2021 6118/2021 03.52 ROAD R PLAN 6 PROFILE 5/18/2021 8/32021 6/18/2021 07.06 CONSTRUCTION DETAILS 5118/2021 0228 SEDIMENT AND EROSION CONTROL 5/16/2021 6/18/2021 03.53 ROAD R PLAN 8 PROFILE 5/18/2021 6/3/2021 A /2\ \ GENERALLEGEND E G E N D E OF two/eC1 ACCESS GRAVEL FREE ZONE CRANE PAO CON row CONTOUR I' CONTOUR OF DISTURBANCE UrILIrY TRANSMISSION R.O.W R040 TRAFFIC FLOW GATE IB Iw 2A 28 3A 38 BOUNDARY ROAD AREA / 1W' J LINE 0229 SEDIMENT AND EROSION CONTROL 5/18/2021 6/18/2021 C3.54 ROAD R PLAN 6 PROFILE 5118/2021 6/3/2021 02.30 SEDIMENT AND EROSION CONTROL 5118/2021 6/3/2021 6118/2021 C3.55 ROAD R PLAN 8 PROFILE 918/2021 6/3/2021 C2.31 SEDIMENT AND EROSION CONTROL 5/180021 6/3/2021 6/18/2021 03.56 ROAD R 1 PLAN & PROFILE 918/2021 6/3/2021 C2.32 SEDIMENT AND EROSION CONTROL 5118/2021 6/3/2021 6/188021 03.57 ROAD S PLAN 6 PROFILE 5/18/2021 8/312021 02.33 SEDIMENT AND EROSION CONTROL 5/180021 6/3/2021 6/18/2021 C3.58 ROAD T PLAN & PROFILE 5/18/2021 6/3/2021 C2.34 SEDIMENT AND EROSION CONTROL 5/18/2021 6/3/2021 6/18/2021 C3.59 ROAD T PLAN 8 PROFILE 5/18/2021 6/3/2021 02.35 SEDIMENT AND EROSION CONTROL 5/18/2021 6/312021 6/18/2021 C3.60 ROAD U PLAN Si PROFILE 5118/2021 6/32021 02.36 SEDIMENT AND EROSION CONTROL 5/180021 6/3/2021 6/18/2021 C3.61 ROAD V PLAN 8 PROFILE 5/18/2021 6/3/2021 02.37 SEDIMENT AND EROSION CONTROL 915/2021 6/32021 6/18/2021 0.62 ROAD V PLAN & PROFILE 918/2021 6/312021 02.38 SEDIMENT AND EROSION CONTROL 5118/2021 6/32021 6/182021 03.63 ROAD V PLAN 8 PROFILE 9/8/2021 613/2021 C2.39 SEDIMENT AND EROSION CONTROL 6/3/2021 6/18/2021 C3.64 ROAD W PLAN & PROFILE 5/1812021 6/312021 02.40 SEDIMENT AND EROSION CONTROL 0/3/2021 6/182021 C3.65 ROAD W PLAN 8 PROFILE 5/18/2021 6/3/2021 C2.41 SEDIMENT AND EROSION CONTROL 6/3/2021 8/182021 C3.66 ROAD W PLAN & PROFILE 5/18/2021 6/3/2021 C2.42 SEDIMENT AND EROSION CONTROL 6/312021 6118/2021 03.67 ROAD WI PLAN & PROFILE 5118/2021 6/32021 02.43 SEDIMENT AND EROSION CONTROL 6/3/2021 6118/2021 C3.68 ROAD X PLAN 8 PROFILE 918/2021 6/32021 02.44 SEDIMENT AND EROSION CONTROL 6/312021 6/18/2021 03.69 ROAD X PLAN & PROFILE 5118/2021 6/3/2021 • ou/SI C2.45 SEDIMENT AND EROSION CONTROL 6/3/2021 6/18/2021 C3.70 ROAD X PLAN 8 PROFILE 5118/2021 6/3/2021 nq PROPOSED C2.46 SEDIMENT AND EROSION CONTROL 8/3/2021 6/18/2021 03.71 ROAD X PLAN & PROFILE 5/18/2021 6/3/2021 I se ---.�... C2.47 SEDIMENT AND EROSION CONTROL 6/3/2021 6115/2021 TEMPORARY 03.72 ROAD X PLAN 8 PROFILE 5118/1021 613/2021 C3.00 ROAD A PLAN 8 PROFILE 918/2021 8/312021 C3.73 ROAD X PLAN & PROFILE 5/18/2021 8/32021 I I OBSTRUCTION - - k'Cial — PROPOSED 0.01 ROAD A PLAN 6 PROFILE 5118/2021 6/32021 03.74 ROAD X PLAN 6 PROFILE 5118/2021 6/32021 C3.02 ROAD A PLAN 6 PROFILE 5118/2021 6/32021 5400' 03.75 ROAD X 1 PLAN 8 PROFILE 5118/2021 6/312021 - MAJOR MINOR PROPOSED 0.03 ROAD A PLAN 8 PROFILE 5118/2021 6/3/2021 C3.76 LAYDOWN YARD SITE PLAN 5/1812021 6/3/2021 6/18/2021 C3.04 ROAD A PLAN 8 PROFILE 5/18/2021 6/3/2021 04.00 TEMP INTERSECTION IMPROVEMENT 1 5/18/2021 6/18/2021 -• LIMITS OVERHEAD - - — ore-- — — 03.06 ROAD A PLAN & PROFILE 5/18/2021 6/32021 C4.01 TEMP INTERSECTION IMPROVEMENT 2 AND STOCKPILE LOCATION 1 5118/2021 6/18/2021 C3.06 ROAD A PLAN 8 PROFILE 5118/2021 6/3/2021 C4.02 TEMP INTERSECTION IMPROVEMENT 3 5/18/2021 6/18/2021 EXISTING x- rCNC£LM/E C3.07 ROAD Al PLAN & PROFILE 5/18/2021 8/3/2021 C4.03 TEMP INTERSECTION IMPROVEMENT 4 8 5 918/2021 6/18/2021 {) el ® tax --1t:-a M-� COUNTY UNPAVED POWERPOLE TRUCKS PROPOSED COLLECTION 03.06 ROAD AI PLAN 8 PROFILE 5/18/2021 813/2021 C4.04 STOCKPILE LOCATION 2 5/18/2021 6/3/2021 8/18/2021 03.09 ROAD Al PLAN 8PROFILE 5/18/2021 8/3/2021 C5.00 TEMP INTERSECTION IMPROVEMENT ENTRANCE A 5/18/2021 0.10 ROAD A2 PLAN 8 PROFILE 5118/2021 6/3/2021 C5.01 TEMP INTERSECTION IMPROVEMENT ENTRANCE B & C 5/18/2021 8/18/2021 C3.11 ROAD B PLAN 8 PROFILE 5118/2021 8/312021 C5.02 TEMP INTERSECTION IMPROVEMENT ENTRANCE 0 5/18/2021 L COLLECTION C3.12 ROAD C PLAN & PROFILE 5118/2021 6/3/2021 05.03 TEMP INTERSECTION IMPROVEMENT ENTRANCE E 5/182021 u—a.c C3.13 ROAD C PLAN 8 PROFILE 918/2021 6/3/2021 C5.04 TEMP INTERSECTION IMPROVEMENT ENTRANCE F 8 G 5/18/2021 mo-a-uc-a- urt•a—tac COLLECTION a COLLECTION C3.14 ROAD C PLAN 8 PROFILE 5118/2021 6/3/2021 ax x► COLLECTION 05.05 TEMP INTERSECTION IMPROVEMENT ENTRANCE G (SOUTH) 5118/2021 6/18/2021 LAX 31— Ultor - 31 -- COLLECTION 4734460 Pages: 17 07/12/2021 11:00 AM R F of 223 Carly Kopp : Clerk ee : $0 . 00 'and Recorder, Weld County CO 11111 PahK#i Veil �� Ill/I w u it y V D b eg *apt •• (.' ! $2• ; in w 7, • Z TV •e Oga 1 JI •r aft. n. gm o- W . • Will CONSTRUCTORS a gds QJ LL Il O zS a• l 06n6Wm21 6,...t: - •s.tn 47936 Fat..ttT Iilia PANORAMA WIND I. I.'1t' ' ICttNit• M. TAM/ L MARTINEZ I,... /4•n• ••1144•6141..1 .. a•w.• •n,t..l1Mn. •.•p. W1111 la "Soil et.'- 6 Y1.4eta 1 • It -I W .W M..', •+M.... kJ .s I6A.t 1. `••MV .t Y.aJ s... • ....en =Mr t►• -4 . REVISIONS • yaw.. tt i ... I • Ml.1Y.tnl c.u.h f Mt� ._i1C ~ MINA:+ C.). am J*$' veep; GENERAL CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO FURMSH ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS AND IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. 1 ALL EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME THE DRAWINGS WERE PREPARED AND HAVE NOT BEEN INDEPENDENTLY VERIFIED GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ACCURATE FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE FOR COMMENCEMENT dE EOF ANY WORK IN THE VICINITY FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY ANU ALL DAMAGE DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ALL UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGE SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES. NOR FOR TEMPORARY BRACING AND SHORING OF SAME IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED BY THE CONTRACTOR AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK 3 It IS I HE LUN►RALTUR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED CR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK THE CONTRACTOR SHALL PROVIDE 72 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL USE ALL NECESSARY SAFETY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND UNDERGROUND POWER LINES CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION FIELD STAKING, TESTING AND DOCUMENTATION, UNLESS SPECIFIED OTHERWISE BY THE OWNER. S ALL CONTRACTORS MUST CONFINE THEIR ACTIVITIES TO THE WORK AREA NO ENCROACHMENTS ONTO DEVELOPED OR UNLEASED AREAS WILL BE ALLOWED ANY DAMAGE RESULTING THEREFROM SHALL BE CONTRACTOR'S RESPONSIBILITY TO REPAIR 6 THESE PLANS, PREPARED BY TIMMONS GROUP, DO NOT INCLUDE DESIGNS OR SYSTEMS PERTAINING TC THE SAFETY OF THE CONTRACTOR OR ITS EMPLOYEES, AGENTS OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE ENGINEERS SEAL HEREON DOES NOT COVER ANY SUCH SAFETY SYSTEM OF THE CONTRACTOR AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL REQUIRED SAFETY PROCEDURES AND PROGRAMS 7 THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR IMPLEMENTING AN APPLICABLE TRAFFIC CONTROL PLAN PER COLORADO DEPARTMENT OF TRANSPORTATION (COOT) STANDARDS AND SWPP PLAN MEASURES AS REQUIRED. TRAFFIC CONTROL PER COOT AND THE MANUAL CF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) CONTRACTOR IS RESPONSIBLE FOR ADAPTATION AND IMPLEMENTATION TO SUIT SITE SPECIFIC SITUATIONS 8 THE CONTRACTOR SHALL OBTAIN AND COMPLY WITH TERMS OF PERMITS ISSUED BY EACH JURISDICTIONAL AGENCY ISSUANCE OF THIS PLAN DOES NOT EQUATE APPROVAL FROM THE APPLICABLE AGENCIES 9 CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF AU. CONSTRUCTION DEBRIS BURNING AND/OR BURYING OF CONSTRUCTION DEBRIS IS NOT PERMITTED OR ALLOWED BY CONTRACTOR OR SUBCONTRACTOR WITHIN THE PROJECT FOOTPRINT 10. CONTRACTOR TO RELOCATE ALL POWER LINES, SIGNS, MAILBOXES AND OTHER OBSTRUCTIONS AS REQUIRED UPON OBTAINING PERMISSIONS FROM THE COUNTY, UTILITY OPERATORS, USPS, AND PROPERTY OWNERS 11 CONTRACTOR SHALL LOCATE STOCKPILES SO THEY DO NOT INTERFERE WITH THE DRAINAGE 12 CONTRACTOR TO NOTIFY ANC OBTAIN PERMISSION FROM THE COOT PRIOR TO CONSTRUCTION IN THE RESPECTIVE ROW OR EASEMENT AREA. CONTRACTOR SHALL FOLLOW COOT SPECIFICATIONS AND DETAILS FOR ALL WORK WITHIN THE DOT ROW. 13. CONTRACTOR TO NOTIFY AND OBTAIN PERMISSION FROM WELD COUNTY PRIOR TO CONSTRUCTION IN THE RESPECTIVE ROW OR EASEMENT AREA. CONTRACTOR SHALL FOLLOW WELD COUNTY SPECIFICATIONS AND DETAILS FOR ALL WORK WITHIN THE COUNTY ROW CONTRACTOR WILL ALSO FOLLOW ALL PERMIT REQUIREMENTS, 'WELD COUNTY ENGINEERING AND CONSTRUCTION CRITERIA", AND THE COOT 'STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" FOR ALL WORK WITHIN THE COUNTY ROW 14 GEOTECHNICAL REPORTS WITH RECOMMENDATIONS HAVE BEEN PROVIDED BY TERRACON. ALL GRADING SHALL CONFORM TO THE GEOTECHNICAL ENGINEERING REPORT AND RECOMMENDATIONS 15 THE CONTRACTOR SHALL NOTIFY COLORADO 811 AT LEAST 48 HOURS BEFORE EXCAVATION ACTIVITIES COMMENCE 16 ELECTRICAL INFORMATION SHOWN ON THE PLANS IS FOR REFERENCE ONLY. REFER TO ELECTRICAL CONSULTANTS PLANS FOR DETAILED DESIGN OF THE UNDERGROUND COLLECTION SYSTEM AND SUBSTATION 17. DURING RECLAMATION OF TEMPORARILY DISTURBED AREAS, CONTRACTOR SHALL APPLY APPROPRIATE SEED MIX IN ACCORDANCE WITH THE OWNER/LANDOWNER REQUESTS. STATE/COUNTY/BLM/OR CRP REQUIREMENTS. CONTRACTOR WILL USE THE WELD COUNTY RESEEDING SPECIFICATION FOR RECLAMATION WITH THE COUNTY RIGHTS -OF -WAY. 18 RESISTIVITY REQUIREMENTS ARE TO BE MET THROUGHOUT SITE CONSTRUCTION, REFER TO ELECTRICAL DRAWINGS. NEW ACCESS ROAD GRADING, MATERIALS AND COMPACTION. 1 THE PRIVATE ACCESS ROADS HAVE BEEN DESIGN TO ACCOMMODATE UGHT DUTY TRUCKS FOR LOW VOLUME USE IN NORMAL OPERATING CONDITIONS AS WELL AS HEAVY DELIVERY VEHICLES THROUGHOUT THE CONSTRUCTION PERIOD. THE ROAD DESIGN MAY NOT BE SUITABLE FOR DELIVERIES DURING ALL WEATHER CONDITIONS PERIODIC ROADWAY MAINTENANCE IS REQUIRED SUCH AS GRADING AND REPLACEMENT OF APPROVED ROAD BASE DURING AND AFTER CONSTRUCTION INCLUDING AFTER HEAVY RAIN OR EXCESSIVE FREEZE -THAW CYCLES. 2 DESIGN ACCESS ROAD STRUCTURAL SECTIONS ARE MINIMUM THICKNESS THE ENGINEER OF RECORD SHOULD BE CONTACTED IF ADVERSE SOIL CONDITIONS ARE ENCOUNTERED AND A THICKER SECTION MAY BE REQUIRED 3 THE MAXIMUM STONE SIZE TO BE USED IN EMBANKMENTS UNDER THREE FEET IN DEPTH SHALL BE 9" OR W THE FILL HEIGHT. WHICHEVER IS SMALLER REFER TO THE GRADATION TABLE FOR DETAILS THE MAXIMUM STONE SIZE TO BE USED IN EMBANKMENTS OVER THREE FEET IN DEPTH SHALL BE 14" OR K THE FILL HEIGHTS. WHICHEVER IS SMALLER. REFER TO THE GRADATION TABLE FOR DETAILS. S REFER TO VESTAS SITE PREPARATION SPECIFICATIONS FOR TURBINE MANUFACTURER SITE REQUIREMENTS. 6 THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY THE CONSTRUCTION MANAGER AND ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION. IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THEM AT CONTRACTOR'S EXPENSE 7 ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED UNUSABLE EXCAVATED MATERIAL AND ALL WASTE RESULTING FROM SITE CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF -SITE OR BY ARRANGEMENT WITH THE LANDOWNER AT THE CONTRACTOR EXPENSE B DUE TO THE RELATIVELY FLAT TERRAIN AT THE PROJECT SITE, THE CONTRACTOR SHALL MAINTAIN POSITIVE SITE DRAINAGE AND EXISTING DRAINAGE PATTERNS THROUGHOUT CONSTRUCTION NO GRADING OUTSIDE OF THE ESTABLISHED ROW SHALL OCCUR WITHOUT THE WRITTEN PERMISSION OF THE PROPERTY OWNER 9 ALL TREES. BRUSH, STUMPS AND DEBRIS SHALL BE REMOVED BY THE CONTRACTOR IN THE ROAD CONSTRUCTION AREA THE TOPSOIL SHALL BE REMOVED FROM ROADWAY AND STOCKPILED FOR LATER USE IN THE AREA THAT IS TO BE RE -VEGETATED 10 AFTER REMOVAL OF THE TOPSOIL THE ROADWAY SUBGRADE SHOULD BE COMPACTED AND THEN SMOOTHED AND CHECKED FOR PUMPING USING A MINIMUM 25 -TON GROSS WEIGHT TANDEM AXLE VEHICLE. IF AREAS "PUMP" OR RUT GREATER THAN 1.5 INCHES, SOFT AREA SOILS SHOULD BE EXCAVATED AND RE -COMPACTED OR REPLACED WITH GRANULAR SOILS. SOFT AREAS SHOULD BE RECHECKED BY PROOF-ROWNG AND THE PROCESS REPEATED AS NEEDED. PROOF -ROLLING SHALL BE PERFORMED IN THE PRESENCE OF THE GEOTECHNICAL ENGINEER OR QUALIFIED TECHNICIAN 11 FILL SOILS SHOULD BE PLACED IN LOOSE LIFTS NOT EXCEEDING 12" WITH A MAXIMUM COMPACTED THICKNESS OF r FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 95%OF THE MAXIMUM DRY DENSITY AND .1-2%OF OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D698 12 FILL SHOULD BE COMPACTED AND PROOF -ROLLED AS DESCRIBED IN ITEM 10 13 CARE SHOULD BE TAKEN TO ENSURE THE EXPOSED SUBGRADE OR FILL SOILS DO NOT DRY OUT OR BECOME SATURATED PRIOR TO PLACEMENT OF ADDITIONAL FILL OR BASE MATERIAL IF THIS OCCURS. THE EXPOSED FILL SOILS OR SUBGRADE SHOULD BE SCARIFIED. MOISTURE ADJUSTED, AND RE -COMPACTED BEFORE PLACEMENT OF ADDITIONAL MATERIAL. 14 SUBGRADE PREPARATION AND COMPACTION SHALL NOT BE CONDUCTED WHEN THE GROUND IS FROZEN FROZEN MATERIAL SHALL NOT BE PLACED FOR COMPACTION HOWEVER, IF TEMPERATURES ARE ABOVE FREEZING, AND IF THE DEPTH OF THE FROZEN GROUND DOES NOT EXCEED 6 INCHES THEN SMALL SECTIONS (LESS THAN S00 FEET IN LENGTH) MAY BE STRIPPED TO BELOW THE DEPTH OF THE FROZEN GROUND AND COMPACTED IMMEDIATELY AND UNFROZEN AGGREGATE ADDED AND COMPACTED ACCORDING TO PLANS BEFORE THE NEXT FREEZE IS APPROVED BASE SHOULD BE PLACED IN LOOSE LIFTS IN ACCORDANCE WITH THE GEOTECHNICAL REPORT SIGNED BY A GEOTECHNICAL ENGINEER UCENSED IN THE STATE OF COLORADO APPROVED BASE SHALL BE LOCALLY SOURCED FLEX BASE MATERIAL MEETING THE REQUIREMENTS OF CDOT SECTION 703.3 (SEE TABLE 1.) 16 APPROVED ROAD BASE SHOULD BE PROOF -ROLLED WITH A MINIMUM 25 TON GROSS WEIGHT TANDEM AXLE VEHICLE IF PUMPING OR TUGGING MORE THAN 1 -INCH ARE OBSERVED, SOFT AREAS SHOULD BE EXCAVATED AND RE -COMPACTED OR REPLACED AND RE -CHECKED BY PROOF -ROLLING. 17 SEDIMENT CONTROLLED CONSTRUCTION ENTRANCE ANC EXIT SHALL BE PLACED AT ALL CONSTRUCTION ENTRANCES. 18 APPROVED ROAD BASE SHALL BE COMPACTED TO THE MAXIMUM DRY DENSITY AND .1-2% of OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D698, AT A FREQUENCY PER TESTING TABLE ROADWAY CONSTRUCTION FCR FOUNDATION CONSTRUCTION DOES NOT NECESSARILY REQUIRE CONSTRUCTION OF THE FULL ROADWAY CROSS-SECTION THE CONTRACTOR IS TO CONSTRUCT THE FOUNDATION WITHIN A SAFE MANNER TO THE SPECIFICATIONS AS PROVIDED IN THE WTG FOUNDATION DESIGN PLANS. HOWEVER, THE FULL ROADWAY CROSS-SECTION AS DESIGNED IN THESE CIVIL PLANS MUST BE CONSTRUCTED PRIOR TO COMPONENT DELIVERY LESS THE FINAL CAP, IF ANY CRANE PATH & PADS. CRANE PATH'S BEARING CAPACITY SHALL MEET REQUIREMENTS OF CRANE MANUFACTURER CONTRACTOR MAY USE CRANE MATS AS REQUIRED TO ACHIEVE BEARING CAPACITY REQUIREMENTS AT OWN DISCRETION. IF PROOF -ROLL OF THE CRANE PATH FAILS, STATIC CONE PENETROMETER (SPC) TEST OR DYNAMIC CONE PENETROMETER (DCP) TEST TO 3 FEET DEEP MAY BE CONDUCTED TO VERIFY THE BEARING CAPACITY OF THE FINISHED CRANE PATH, AT A TEST FREQUENCY OF ONE TEST PER 1000 LINEAL FEET. 2 DESIGN THICKNESS OF COMPACTED NATIVE SOIL CRANE PADS MEET THE BEARING CAPACITY REQUIREMENTS OF BOTH CRANE AND TURBINE MANUFACTURERS. CONTRACTOR SHALL USE CRANE MATS AS REQUIRED TO ACHIEVE THE BEARING CAPACITY REQUIREMENTS AT OWN DISCRETION 3 4 S 6. CRANE PAD CANNOT EXCEED 1% CROSSFALL. MINIMUM CRCSSFALL IS 0.5% CRANE PAD SHOULDER SLOPES CANNOT EXCEED 2:1 (H:V) SLOPE MAXIMUM CROSSFALL FOR ALL STAGING AREAS IS 2%, AFTER REMOVAL OF THE TOP SOIL THE CRANE PAD SUBGRADE (PRIOR TO PLACEMENT OF APPROVED BASE MATERIAL) SHOULD BE COMPACTED AND THEN SMOOTHED AND PROOF -ROLLED USING A MINIMUM 25 TON GROSS WEIGHT TANDEM AXLE VEHICLE PROOF -ROLLING ACCEPTANCE STANDARDS INCLUDE NO RUTTING GREATER THAN 1 5 INCHES• AND NO `PUMPING" THE APPROVED BASE SHALL BE MATERIAL MEETING THE REQUIREMENTS AS PROVIDED BY THE EOR, PLACED AND TESTED IN ACCORDANCE WITH ITEMS 12 AND 16 OF NEW ACCESS ROADS GRADING, MATERIALS ANU COMPACTION. 7 CRANE PADS MUST HAVE A NET ALLOWABLE BEARING CAPACITY TO MEET CRANE VENDOR SPECIFICATIONS 8 DCP TESTS SHALL BE CONDUCTED FOR EACH PAD TO A DEPTH OF 3 FEET BELOW THE SUBGRADE SURFACE AT LEAST THREE TIMES IN THE MIDDLE OF EACH PAD ALONG THE LONGITUDINAL AXIS OF THE CRANE OR AT EACH OUTRIGGER LOCATION (AS APPLICABLE PER CRANE CHOICE) ENGINEER SPECIFICATIONS/RECOMMENDATIONS ARE TO BE MET FOR CRANE PAD AREAS. CONTRACTOR TO DESIGN BASED ON PARAMETERS PROVIDED IN GEOTECHNICAL REPORT. 9 MOISTURE DENSITY TESTING SHALL BE PERFORMED AT A MINIMUM OF 2 PER CRANE PAD. CRANE PADS MUST BE COMPACTED TO A MINIMUM OF 95%OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY OF OPTIMUM MOISTURE CONTENT FOR GRANULAR SOILS AND AT •1 TO .2% OF OPTIMUM MOISTURE CONTENT FOR COHESIVE SOILS. SOIL AND RECLAMATION NOTES: 1 TEMPORARILY DISTURBED AREAS WILL BE SEEDED, MULCHED, AND PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL AS SOON AS FEASIBLE FOLLOWING THE COMPLETION OF CONSTRUCTION AND WITHIN PERMIT TIME FRAMES AS LISTED IN THE SWMP NARRATIVE CONTRACTOR WILL RESEED AREAS (NOT TO INCLUDE BORROW PITS) CLEARED BY CONTRACTOR WITH THE SAME TYPES OF GRASSES FOUND ON ADJACENT TRACTS 2 IF APPLICABLE, DURING RECLAMATION, SUBCONTRACTOR TO SCARIFY TO A DEPTH OF 12' BELOW SURFACE ANU SEED SHOULDERS PREVIOUSLY USED FOR CRANE WALK. 3 IN AREAS OF ACTIVE AGRICUL TURE, THE DISTURBED SOIL SHALL BE DECOMPACTED TO A MAXIMUM DEPTH OF 12 INCHES THE PROPOSED SEED MIX PLANT TYPES SHALL BE APPROVED BY THE OWNER AND REVIEWED BY THE FARMER PRIOR TO USING ON SITE ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NC EXTRA COMPENSATION IS TO BE ALLOWED 4 SEED ALL DISTURBEDAREAS AS SOON AS POSSIBLE AFTER LAND -DISTURBING ACTMTIES ARE COMPLETED. SEE STATE AND FOR LOCAL STANDARD SPECIFICATIONS FOR SEEDING REQUIREMENTS. CONTRACTOR WILL USE THE WELD COUNTY RESEEDING SPECIFICATIONS FUR RECLAMATION WITH COUNTY RIGHTS -OF -WAY S PROTECT AND CARE FOR SEEDED AREAS, INCLUDING REQUIREMENT FOR TEMPORARY WATERING UNTIL ACCEPTANCE OF WORK, RESEED AS NECESSARY TO MEET SITE STABILIZATION SPILL PREVENTION CONTAINMENT AND COUNTERMEASURES: 1. PETROLEUM PRODUCTS, HAZARDOUS OR CONTROLLED SUBSTANCES WHICH MAY BE TEMPORARY CR PERMANENTLY LOCATED ON THE SITE SHOULD BE HANDLED AND STORED IN CONFORMANCE WITH THE US EPA CODE OR FEDERAL REGULATIONS 40CFR 112 2 BULK OIL STORAGE MUST BE LOCATED IN A CONTAINMENT AREA OF GREATER THAN 1.310 GALLONS AND HAVE THE CAPACITY TO HOLD THE AMOUNT OF OIL PLUS RAINFALL FROM A SG -YEAR STORM EVENT 3 SPILL RESPONSE EQUIPMENT SUCH AS ABSORBENT MATERIALS, BOOMS AND WASTE DRUMS OR DEDICATED CONTAINMENT SHALL BE AVAILABLE IN THE EVENT THERE IS A LEAK FROM THE WTG NACELLES, WTG TRANSFORMER. FUEL DRUMS, OR OIL DRUMS 4 ALTHOUGH THERE ARE NO NAVIGABLE WATERS WITHIN THE SITE AREA, DEPRESSIONS KNOWN AS PLAYAS ARE SCATTERED THROUGHOUT THE PROJECT SITE AND THEY ARE TO BE PROTECTED FROM UNINTENDED RELEASES IN THE SAME MANNER. 5 ANY SPILLS ON LAND GREATER THAN 2S GALLONS MUST BE REPORTED TO THE COLORADO COMMISSION OF ENVIRONMENTAL QUALITY (DEQ.) SPILLS IN BODIES OF WATER THAT CREATE A SHEEN SHOULD ALSO BE REPORTED. 6 IMMEDIATE ACTION MUST BE TAKEN TO CONTROL CONTAIN AND RECOVER THE DISCHARGE PRODUCT 7 NO COUNTERMEASURES THAT RISK THE HEALTH OR SAFETY OF PERSONNEL SHOULD BE UNDERTAKEN. 8 A FRONT-END LOADER, SKID STEER, GRADER, OR BACKHOE SHOULD BE READILY AVAILABLE TO RESPOND IN CASE OF A SPILL. 9 ALL SOLID WASTE INCLUDING BUT NOT LIMITED TO CRATES, CARDBOARD, PLASTIC WRAPPING- PIPES AND WIRE WASTE AND CONCRETE WASHOUT SHALL BE PROPERLY CONTAINED AT APPROPRIATE COLLECTION POINTS AND BE PROPERLY DISPOSED ON A REGULAR BASIS. CARE SHOULD BE TAKEN TO AVOID THE SPREAD OF MATERIAL THAT CAN BE WIND BLOWN FROM THIS SITE AREA OR CONTAINERS. ACTIONS TO BE TAKEN INCLUDE: A ELIMINATE POTENTIAL SPARK SOURCES. B IF SAFE TO DO SO, IDENTIFY AND SHUT DOWN SOURCES OF DISCHARGE AND STOP THE FLOW C CONTAIN DISCHARGE WITH SORBENTS, BERMS. TRENCHES, SAND BAGS OR OTHER APPROPRIATE MATERIALS. C COLLECT AND PROPERLY DISPOSE IN ACCORDANCE WITH APPUCABLE REGULATIONS E. KEEP ALL RECORDS OF EVENTS AND DISPOSALS. TABLE 1 GRADATION REQUIREMENTS PERCENT PASSING (%) SEW SIZE EMBANIMENT EMBAMOENT GRAVEL SURFACNC 14• 100 9• REFER TO CONSTRUCTION NOTE 4 100 3. REFER TO ROAD CONSTRUC110N NOTE 3 2 1/2- 2. 1 1/2• 100 l• 90-100 3/4• 1/2• 15-80 No. 4 45-65 Not 8 33-53 _ No. 40 15-35 No. 200 4 -15 LA YEAR TEST (T96) - - 40 MAX ICRAWL SURFACING PER MELD COUNTY STANDARDS TABLE 7-8, I( vISIONS OF CDOT StrCT)ON 703-3 ialier 1E FRACTURED FACES (AS1111 D 5821) 452 MIN LIQUID LIMIT (MSHTO T 69) 35 MAX DUST RATIO %PASSNG %200/2 PASSING /40 2/3 MAX GRADATION AND PI (AASHTO T 90) PER TABLE PLASTICITY NOEX (PI) 4-12 TABLE 2 TESTING REQUIREMENTS (FOR ROAD IMPROVEMENTS OUTSIDE OF COUNTY ROWS) TEST REFERENCE FREQUENCY CRITERIA Rood Subgrods Proof Rail NA Continuous of fiddled subgols election -: 1 L" Rut Depth Rood Subprods Dynomk Cone Per ot:onnetsr ASTM 06951 1 per 1000-fest of lingthIf proof rot ids Rood Subgrods FM h c. -FloDensity and Molstre ASTM 6938 4 per Oft pa 1000-fest of length= Mailman Dry Density -4/a2% Optimum moisture per ASTM 0 698 Rood Sub9rods FM Proof Rail NA Continuous at finished subgrode siwotlan <15" Rut Depth Rood Subgrods FM Materials Crain Size Mdps ASTM C136 Only an Imparted TM milord See Plate and Gsotsdnkol Report Rood Subgrode FM Materials Compaction Charocteridks ASTM 0 696 Only on Imported II motertd Rood Subpods FIB Mutable Li41+b ystic Uinit PlasticitIndex ASTM 04316 Only on imported 6l material Rood Bose Proof Roll NA Continuous on finished aggregate boss Cause <1 S" Rut Depth Rood Bose Yuletide Groh Sias Maiph A5111 C136 One (1) sarnpie from each is sans and every 25.000 tans during production. See Grodotion Requirements Table Rood Boss MaterialsCanpoctlon Characteristics ASTM 0 696 One (1) sample from each new source and every 25.000 tons during production. Rood Bose Materials Liquid Umit, PIoelk Limit, and PlostIdty Inds ASTM D4318 Ohs (1) sample from each new source and nay 25.000 tans during production. 40% Liquid unit Ma . 12 Max Plasticity Index Rood Base Materbh Stwndnoss of Aggegelee ASTM Cab One (1) sample from each now source and every 25.000 tons during production. Rood Boss Materials list Bel MI ASTM Ci31 LA ABRASION One (1) sample from each new source and every 25,000 tons during production. 502 Max, 202 Max hawse passing the No. 40 Wen Crane Pod Subgode Proof Roll NA continuous at subgrade <1" Rut Depth Cone Pod Aggregate Proof Roll NA continuous at FO <1 Rut Depth Carne Pod Subgods D3mamk Cons Penetrometer ASTM 06951 2 per crone pod 'IN THE EVENT PROCTOR TESTIS NOT AVAILABLE STRUCTURAL FILL MAY BE PLACED. COMPACTED AND TESTED WITH PROOF ROLL AS STATED. 4734460 Pages: 18 of 223 07/12/2021 11:00 AMd Recorder, .00 Weld County CO Carly Koppes , Clerk I Ill�r�i ,I III II�I��I�a� IIIlPi iIWII',I�I1��i a. fi • x daf • V �� •• ca 2m • � z 6T: k`r • a` •• 0n N ry e r 3 !oo Q W CONSTRUCTORS O O z a 0CJW/2L2I a..,.f..''..'*tP 478;16 .. ti -,,.,t PANORAMAWINO Ifunrn.'CLiM r. M TREW/L MARTINEZ » airs WY asses -la a Ir. V. ...4w• MMM el t y.Iu' If OP4.an moo 'gI I µ•ea....4...r • .. M 4M INW.. I I. .a•n v 4-i ton•t. •..4...-v ,.,1..•. w .nl L,aet woMna* .-4MV .'e.. t•,wt.t.• ti '% .AWL F. «,.n, .4. ',.,.,1 ,'VVCMtI:,aV1 REVISIONS V..[x.et J . tt'44 tet'J f TURBINE COORDINATE UST Turbine ID NAOS3 Colorado State Manes North Zone, US Foot Geographic WTG Fasting Northing latitude Longitude 101 3437123 74 159759891 40.963061 -103 917264 V120 T02 343331784 1598461 55 40 965614 -103 930986 V120 T03 3433286.36 1600898.63 40.972303 103.930944 V120 T04 3434586.14 160121064 40-9730% -103.926218 V120 105 3431406 95 .-- -------. . - 3430305.21 1603554 11 -------- -------•-- 1602380 99 40 979681 -- - 40.976515 -103.937579 103.941643 V120 106 VI20 107 3428398 20 1602347.55 40.976515 -103.948550 V120 TOR 3426492.82 1602220.23 40.976257 -103.955457 VIZ) T09 3425501.67 1606251.68 40-987367 -103.958792 V120 110 3424179.71 1605523.94 40.985433 •103.963625 V120 111 3422757.25 1605052.04 40 984206 -103.968806 V120 T12 3431929.92 1593460.24 40.951957 V120 T13 3430588.06 159286432 40.950386 --103.936330 103.941192 V120 114 3429336.00 1592326.00 40.948970 •103 945790 V120 115 3427873.32 1591855.94 40.947750 101951114 V120 116 3426586.33 1590570,44 40.944284 103.955853 V120 T17 3430704 37 1599974 46 40.969892 103.940351 V120 118 3428686.16 159940171 40.968423 -101947694 V120 T19 3427872.15 1597196.62 40962406 103950781 V130 120 3426190.39 1595855.58 40.958806 •103-956953 V120 T21 3424711.24 1595816.29 40.958769 103.962310 V120 T22 3422484 OS 1594209.02 40.954464 103.970/72 VI10 123 3441955.27 1596389.98 40.959506 -103.899853 V120 T24 3440684.61 1595912.52 40.958258 -103.904483 VI20 125 3436146.02 1596314.71 40.959585 103.920886 V120 126 3434925-00 1595549.01 40.957543 •103.925355 V120 T27 3433214.63 1594363.08 40.954372 -103.931622 V120 T28 3440277.34 1588621 64 40.938271 103.906432 V110 129 3439542 24 1587470.95 40.935150 •103.909167 V110 130 3438211 48 158703859 40.934029 -103.914010 V120 T31 3436604 94 1586934.49 40 933822 103.919830 V120 T32 3434726 41 1586819.56 40.933586 -103.925728 V120 T33 3433316.64 1586725.59 40.933409 -103.931742 V120 134 3442343 35 1590606.66 40 943616 103.898826 V110 B5 3441331 60 1589684.94 40 941137 -103.902548 V110 136 3443529.07 1592451.47 40.948620 -103.894414 V110 T37 3445107 70 1592839 81 40 949607 103 888675 V120 T38 3446702.05 1593212.86 40.950551 -103.882880 V120 139 3448328.09 1593586 58 40.951495 -103.876970 V120 140 34419827 91 1593958.06 40.952439 103.871517 V120 141 3451509.95 1590935.96 40.944061 103.865631 V120 T42 3450278 48 1589783.60 40.940961 -103.870164 V120 143 3451091 92 1595247 69 40 955914 103.866856 V120 144 345253795 3454000 21 1596009 76 1596740 90 103.861571 -103.856229 V120 40.957932 40-959864 145 V120 146 345469304 1598317 47 40 964155 103.853615 V120 T47 3461745.85 1603531 37 40 978100 -101827728 103.817096 VIM T48 346472700 1601170.54 40.971467 V120 149 3466405.13 1601771 69 40 973029 103.810979 V110 T50 3467925 27 3462843.80 160245-5.94 16(14822 49 40.974827 40 981586 103.805428 -103.823664 V120 V120 151 152 3464389.67 1605385.29 40.983050 103.818028 V120 153 3465748.79 1606364 70 40.985667 103.813039 V110 T54 3467015 93 1607455.67 40.988594 -103.808375 V120 155 3443370.10 1601860.57 40.974447 -103.894373 V120 T56 344390840 1604430.28 40.981472 103.892255 V120 157 3444860.49 1605819.61 40.985237 •103.888716 V120 T58 3445777 98 1607193.06 40.988960 -103.885303 V120 159 3447107.10 160845889 40 992367 -103880406 V120 T60 3448890.23 1609441.58 40.994974 •103.873883 V110 161 3449732-48 1611328 74 41 000110 •103.870707 V120 T62 3442933 68 1611059.37 1610884 29 40 999711 40.999367 103 895350 VI20 T63 3440186.65 -101905311 V120 T64 3438243.02 1610427 28 40.998206 103.912381 V120 T6S 3436203 54 1609922 16 1609425.76 40996922 40.995633 :103.919800. -103.925258 V120. V120 T66 3434705 27 ALT 1 342031803 1594005.74 40.954008 -103.978325 V120 ALT 4 3436904.69 1601575.26 40.973983 -103.917800 V120 ALT 5 3433208 65 1608836.44 40.994089 •103.930717 V120 ALT 6 342903864 1598152.36 40.964972 -103.946497 V120 'TURBINE COORDINATES BASED ON. NAD83 Colorado State Planes. North Zone. US Foot CULVERT CROSSING SCHEDULE Culvert 10 Culvert Type' Culvert length (tF) Temporary Culvert urxr (mil NAOR3 Colorado State ManesPermanent North Zone. US Foot bating Northing C-01 1 N 24" CMP 40 90 3 3422202.33 1594871 17 C-02 1 :4' (.MP 40 90 110 3435255 29 34403.0819 1586693 32 1610671 22 C 03 1 a la" CMP 16 • C-04 1a le" OAP 36 90 3440062.24 1610648 30 'NOTE CULVERT QUANTITIES, LOCATIONS AND MATERIAL SUBJECT TO CHANGE AND REQUIRE APPROVAL OF GOVERNING BODY WHEN PLACED WITHIN R.O.W. LOW WATER CROSSINGS SHALL BE USED FOR ALL CROSSING LOCATIONS OUTSIDE OF R.O.W. UNLESS USE OF CULVERT APPROVED BY lEA CONSTRUCTORS. ACCESS ROAD CULVERT SIZING IS A PLACE HOLDER FOR FINAL DESIGN. FINAL DESIGN WILL BE DERIVED FROM DRAINAGE EVALUATION CALCULATIONS, EXISTING ROAD ELEVATIONS AND EXISTING DOWNSTREAM CULVERTS. NORTHING 8. EASTING BASED ON: NAD83 Colorado State Planes, North Zone, US Foot LOW WATER CROSSINGS SCHEDULE Crossing ID NAD83 Colorado scat Planes North kin , US Foot Length Fasting Nothing Ft. 1 W -01 ' 346539812 1605945.44 . 90 l WC -02 3446511.61 1608299.61 130 INC-0.3 3443764.38 1609379.77 120 LWC•04 3442746.30 161091524 200 L WC -05 3443861 57 1603774 41 160 LWC•06 1443655.02 1602967 56 275 l WC -07 3442090.44 1596493.46 135 l W C -08 343695893 1596403.20 110 LWC-09 343345133 1597425.31 115 L W C 10 3434333.50 160064681 I 100 tole 11 3421969.97 1595607.70 235 MC12 3428869 32 1592006 37 125 WC -13 i 3422923.22 1605477 92 85 MC -14 3433498.60 158662862 _ 125 IL WC 15 344580009 160689853 95 COORDINATES BASED ON. NAD83 Colorado State Planes, North Zone. US Foot FENCE CROSSINGS SCHEDULE FOCI 040551446 ID NA01.3 Colorado State Planes North Zone, US Foot Casting Northing F-01 346354490 1602880.20 5.02 1.03 3466339 52 3453155.92 1605617 OB 15%166.01 F 04 3445092 72 1608274 84 1.05 344344589 1610459.16 F-06 3442.364 74 1610908.43 1.07 3437639 28 1610148.27 F-08 3445943.04 1607816.55 1.09 3445192 37 1605883.48 F-10 - 3443520.17 1602444.34 F-11 3447967.03 1609303.20 F 12 3447962.29 1593379.97 F 13 3447512 % 1593399.00 1-14 3442786.91 1591924.10 F• 15 3447914 62 1590331.92 F 16 3442083 20 1596867 47 F-17 3417114 15 159719826 F•18 3437137 18 1596759.40 F•19 3433469.63 1597004.59 F-20 343449890 1601014.16 F-21 - 3425846.74 1596225.86 1.22 3424691.62 1596176.85 1.23 1421966.46 1596062.53 1.24 3432721.58 159525103 1.25 3427466 97 1591237.09 F•26 3427309 60 1591058.40 F-27 3429984 78 159972162 F 28 3427582.81 160218557 F 29 343293198 1586618 21 F 30 3438095.94 1586914 15 F 31 3442792 27 1591774 30 COORDINATES BASED ON. NAD83 Colorado State Planes, North Zone, US Foot CROSSING MATRIX • ID fasting Northing Mrproeetnent Type Resource ID killing Northing Improvement Type Resource 01 3463571.45 1602183.09 Access Road Underground Collection 26 3436316.54 1596212.87 Access Road Underground Collection 02 3462260 88 1603819.10 Access Road Underground Collection 27 3433421.54 1598367.22 Access Road Underground Collection 03 3463717.77 1605071.65 Access Road Underground Collection 28 3432780.19 1596741.75 Underground Collection Overhead Power/County Road 04 3454689.10 1597365.45 Access Road County Road 29 343246810 159691857 Underground Collection Overhead Power/County Road 05 3448988 50 1597178 70 Access Road Fiber Optic line 30 342678864 1596471.17 Underground Collection Overhead Power/County Road 06 3447969.57 1597159 27 Access Road County Road 31 3425842.85 1596417.04 Access Road Overhead Power 07 3447914.70 159715164 Access Road Overhead Power 32 3424684.12 1596363.97 Access Road Overhead Power 08 344693864 1608301 38 Access Road Underground Collection 33 3421964.32 159624637 Access Road Overhead Power 09 344292717 161091806 Access Road Underground Collection 34 343259175 1595246.58 Access Road Underground Collecton 10 3445949.41 1607276 33 Access Road Underground Collection 35 3432541.64 1593866.74 Underground Collection County Road 11 3444558.01 1605234.93 Access Road Underground Collection 36 3432515.24 159347100 Access Road Overhead Power/ Blue lightning Fi 12 3447743.32 1609315.50 Underground Collection County Road 37 3432536.85 1592405.74 Access Road Overhead Power/Blue Lghtn ng rr 13 3447741.51 1593412 13 Underground Collection Countyr Road 38 3427721.61 159720102 Underground Collection County Road 14 3447698 13 1593393 64 Access Road Overhead Power 39 3428647.34 1599268.18 Access Road Underground Collection 15 3449)77 20 1593855.29 Access Road Fiber Optic line 40 3427350.67 1602201.03 underground Collection County Road 16 17 3442909 30 3442879.76 1592229 74 159)16040 Access Road Access Road Overhead Power 41 3425686.36 1605425.14 1605412.66 Access Road Access Road Under round Collection Underground Collection Transmission Une 42 3424108.54 18 3449561.02 159040316 Access Road Fiber Optic Line 43 3440454.42 3442773.02 1591783.75 159182880 Underground Collection n Access Road Overhead Puwerlcoun Road Overhead Power/County Road 19 344708049 1596989 77 Access Road Underground Collection 44 20 3442087 74 1596[92.76 1596951 31 Access Road Access Road Unde round Collection Overhead Power/Underground Collection 45 46 3042829.21 3442787.64 1591810.94 159187112 Access Road Access Road Overhead Povrer/Coun Road Blue Lightning 10 21 3437125.33 22 3442842 09 1597037 92 Underground Collection Overhead Power 47 3447715.82 1590324.47 Access Road Blue Lightning FO 23 344302851 1597150 72 Underground Collection Overhead Power 48 3440452 94 1591837.03 Underground Correction Blue Lightning FO F 24 3437147 85 1596979.19 Underground Collection County Road 49 3432496.57 1593863.93 Undergorund Correction Overhead Power/Blue Lightning FO 25 343713221 1596184.01 Access Road Underground Collection 50 3432431.77 1596914.91 Underground Collection Blue Lightning Fe COORDINATES BASED ON NADS3 Colorado State Planes, North Zone, US Foot PROPOSED IMPROVEMENTS Proposed Improvements Quantity Temporary Turn Improvements 31 5.1* Fence 56,650 LE Proposed fence on 6nlrances 1,/60 II Proposed Roads 145.685 Ii 4734460 Pages: 19 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO a. O •e 0 .�cn Z • O ae Lf g[ egit niten v 6B �Vf h g�C �ra $m O op0 ~ In O I,- y W ki CIEUEIFITTUIP 4r OCT ,, 4.4 •.Wail 0 2 O z a bI •r 06/111/2021 ti., Ar- 'u -*(a PANORAMA WIND Cto:4a:,It•rig IN. f. IA TREW! L. MAARTINEZ • S. •a eta-a-a✓...b n r. • gangs 0 Masan* Getat •, e�••eya•N••a.b•1 ••• • pax• I • ,II•mil•Illet.MI4U.1 s.dl-r. I ... Lola, M a• x ... *aL •. �. ...acs REVISIONS a r ccaCtlb • ^*NCC.isKI ,1.4PTASiti N, ` RMV DESIGN TABLES . Trig NA CO.C3 III Picirdwv.(Jiiittrieuriakgrilow iy11 III III 1 Y a Y 4, 6 41 /17 ///1/7//// /21 / • / • MATCH LINE / 4. ;17"//7'4. 1 SS irr1T•77i1�%.� �- ) • MATCH LINE WIT /50/44 /A v,// /7j/ /yr ,t/e// /,e /. • ,,/ //// x /////////// GRAVEL ROAD EDGE FENCE LINE PARCEL LINE OVERHEAD POWER LINE - TRANSMISSION FISEROP TIC LINE APPROX BLUE LIGHTNING FIBER EXISTING OVERHEAD POWER OUTSIDE OF PROJECT BOUNDARY WETLANDS LEGEND 4734460 Pages: 20 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder. Weld County . CO 0 SCALE 1"=1/2 MILE 112 MI 1 MI III EV FAR ICA W MPi Wilt" lir), 11 II 2 2 ce 0 a g 8g o 06116/2021 At , ,.,.�ry 479'd6 r: :c.t PANORAMA WINO M TREW I L MARTINEZ ... A. • - .a.a 4.i Sr.." _ It . • 4w •...M al ty,...A (WOV • v w v. •y.u.v...w+en pot /,.11.a.I 44. ..V1••.✓b-. . ..•.. 1.4..f ►I.. t. I• 'INC* •, REVISIONS • V -. 'AI •• LL+"V il•s• • ono ;A:1 CO/(h VC CC Mote.. 3•...:e 1 cl uM Mw►c Fir",. EXISTING CONDITIONS r = 1/2 MILE 01.00 I I v MATCH LINE CR132 CR128 MATCH LINE LEGEND GRAVEL ROAD EDGE FENCE LINE PARCEL LINE FIBEROPTIC LINE APPROX BLUE UGH 1NING FIBER EXISTING OVERHEAD POWER /////////1/2 OUTSIDE OF PROJECT BOUNDARY WETLANDS LEK BUFFERS - SEE NOTE NOTE CONSTRUCTION ACTIVITIES IN LEK BUFFER AREAS SHALL 8E RESTRICTED TO THE TIME OF YEAR AND TIME OF DAY ALLOWED ACCORDING TO ENVIRONMENTAL STUDIES AND STATEIFEDERAL MANDATES. M1 ppes �� - 4734460 Pages: 21 of 223 07/12/2021 1Ci 00 AM d R®coreder$,0wed County CO Carly K pes CR132 SCALE 1"= V2 MILE 112 M1 I MI III 101.11,0111 1111111 ILl WhIJC CONSTRUCTORS O z 2 ce O z Q IZ 0I✓1&2021 478716 c `.aw.i PANORAMA WIND M TREW I L MARTINEZ REVISIONS •I Mtt14^ i '11d a11I. .rtn, OVERALL CONSTRAINTS MAP 1 1/2 MIL I MATCH LINE Tel MATCH LINE i LEGEND PROPOSED TURBINE ACCESS ROAD EXISTING GRAVEL ROAD FOR DELIVERIES a —a —a— PROPOSED COLLECTION LINE • • • ##XX �--Gem-- FO - /////////i PROPOSED TURBINE LOCATION (V-120) PROPOSED TURBINE LOCATION (V-110) ALTERNATE TURBINE LOCATION TURBINE ID GRAVEL ROAD EDGE OVERHEAD POWER LINE TRANSMISSION FIBEROPTIC LINE EXISTING OVERHEAD POWER OUTSIDE OF PROJECT BOUNDARY WE TLANDS LEK BUFFERS - SEE NOTE NOTE CONSTRUCTION ACTIVITIES IN LEK BUFFER AREAS SHALL BE RESTRICTED TO THE TIME OF YEAR AND TIME OF DAY ALLOWED. ACCORDING TO ENVIRONMENTAL STUDIES AND STATEVFEDERALMANDATES. 2 SCALE 1"=112 MILE 0 1/2 MI 1 MI 4734460 Pages: 22 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes; Clerk and Recorder. Weld County CO 111111 �t of t gi T r4LL TV 191* aT Ogg 1h� a- 56 m O if> i W CONSTRUCTORS 0 2 Q O z Q a 0601612021 479!6 r.: fiT44( PANORAMA WINO -. liar r, ri+.Kl. M TREW/l. MARIINEZ . i✓• ma «... 1•, »JP...... f. .• .a.r.• fln4..r I .*e* 4N.r4 or la resertair %sob es pat.., -J I I ..wN b i•r Palaw•.• • a....• kJ ryp..aa�cameras " r4 .V..r pgvisIoNs l -F 'a' r i'a.• .i ..Nl rKrr OVERALL SITE PLAN at r . • •r..r r 1•' = 111 MILE .aI 0.02 I LAYDUWN YARD AND BATCH PLANT 4734460 Pages: 23 of 223 07/12/2021 11:00 AMRecorder, $0 .00d County I CO Carly KoPpeS : Clerk and . ,I II I NI411111:141V011211;1114iiiii UIl� .N��1� MATCH LINE 2 SCALE 11R MILE I- 0 112 MI A • cc titsii • a LL • el F.2 • r Nag • NS. aM W 1 1 ' 0 z 2 cc O z Q a 00118/2021 ice. - d l? I...41411 4 7930 .4ANORAMA WINO f 1-.41"1...•h Atli M. TREW I L MARTINE2 » *re w wades Seas a .. n '•▪ .1.01 n vi.&41 ? a.. antiM Int tH/ 1 t• ✓t.11Y an 1u1.ta .'Jr.. 1...1 ••/10-1•11.. t . Inn/ was u Vab.,.. nd r• ... ...�to • rw t.'8/_'.•. YS. REVISIONS VNLklIt >'4v8:r uerwtjoi twd.lor Cf w(rA6 Ts Aioiao C ir%T�/////✓/ MATCH LINE T62 CR131 MATCH LINE / T53 • • •vv nM PROPOSED TURBINE ACCESS ROAD PROPOSED TURBINE LOCATION (V-120) PROPOSED TURBINE LOCATION (V-110) ALTERNATE TURBINE LOCATION TURBINE ID GRAVEL ROAD EDGE OVERHEAD POWER LINE - TRANSMISSION EXISTING GRAVEL ROAD FOR DEL IVERIES a - us- a- PROPOSED COLLECTION LINE a ////////// PROPOSED CRANE PATH OUTSIDE OF PROJECT BOUNDARY LEK BUFFERS -SEE NOTE NOTE CONSTRUCTION ACTIVITIES IN LEK BUFFER AREAS SHALL BE RESTRICTED TO THE TIME OF YEAR AND TIME OF DAY ALLOWED. ACCORDING TO ENVIRONMENTAL STUDIES AND STATE/FEDERAL MANDATES SCALE 1"a1/2 MILE 0 112 MI 1 MI 4734460 Pages: 24 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO D. D .°t� V • • • Z • O r r a W �1 CONSTRUCTORS O Z 2 O z Q a g Z C) O -J o ,0tl11W2021 47936 iL-'. Lir PANORAMA WINO . .. . ratµ I• M IRON/ L MAR I INt .' -. r-...i N... ..: :.../ - ,. J -. ...k.n .a...1 t►. -+Is GAWP is ...w t.+aew... r..r. .• t... t -ar.14 • a, lei 1.-0 P.••••• *.a...• • SS* tJ 1'.t MW 1..•taau• set ea setae Ai. an, ..w._ t. .,• . e. . a . • • VVC... .-c_.✓ REVISIONS ...-...u6;...- • .A.. loll •A.. .vitI. )t 'Cart. WC' OtMt4R Y:•t'.l t GPn.'viaPCCIYst•:••. :. EMI, .f 4.wl .=•a OVERALL CRANE PATH +,r 1" = 1/2 MILE -'I I C1.04 III )jU 1$U Pl'3I'IL L'/i liii 8 • a ##X //////////i SCALE 1":112 MILE 112 MI I MI C2.XX !/ ROAD E V,I±��////////////////////� OAD W1 OAD V ,, �T1/ V :/ ROAD L ROAD S ' OAC M ',zeal/4 //A/ ROAD T12 ROAD R 1� T13 T14 C2449 LEGEND s PROPOSED TURBINE ACCESS ROAD PROPOSED TURBINE LOCATION IV -120) PROPOSED TURBINE LOCATION (V-110) ALTERNATE TURBINE LOCATION TURBINE ID SECTION LINES GRAVEL ROAD EDGE OVERHEAD POWER LINE - TRANSMISSION OUTSIDE OF PROJECT BOUNDARY SEDIMENT & EROSION CONTROL SHEET ADR CR132 MATCH LINE «<.,,,, Td9 .e./� T63 T62 �/ /��, OADD J 71 T59 T6a T60 C209 0200 C207 C2.06 I OM) C2 40 T -LINE OAD K 1C230 ROAD I MATCH LINE ALTERN T-UNE C AD D1 z OAD H 'OAD B' OAD Al ROAD A2 CR134 i GENERAL NOTES 1. THE SUBCONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION THE SUBCONTRACTOR SHALL NOTIFY TIMMONS OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA 2. THE SUBCONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES ABOVE OR BELOW GROUND THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE SUBCONTRACTOR. 3. AT LEAST TEN (10) WORKING DAYS PRIOR TO CONSTRUCTION THE SUBCONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL REQUIRED SHOP DRAWINGS. THE SUBCONTRACTOR'S NAME. STARTING DATE, PROJECTED SCHEDULE AND OTHER INFORMATION AS REQUIRED. SHALL BE CLEARLY IDENTIFIED ON EACH SUBMITTAL. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER. OR WITHOUT AGENCY INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE SUBCONTRACTOR'S EXPENSE 4. THE TESTING AND INSPECTION AGENCY SHALL SUPPLY THE ENGINEER WITH A COPY OF ALL TEST RESULTS. THE GEOTECHNICAL ENGINEER SHALL CERTIFY IN WRITING TO THE ENGINEER OF RECORD THAT ALL TESTING REQUIREMENTS. REQUIRED BY THE LOCAL REGULATORY AGENCY FOR THE IMPROVEMENTS. THE SITE -SPECIFIC GEOTECHNICAL REPORT AND AS REQUIRED BY THE ENGINEERING CONSTRUCTION DRAWINGS HAVE BEEN SATISFIED. 5. THE SUBCONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE GEOTECHNICAL ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING REQUIREMENTS AS SHOWN ON THE ENGINEERING CONSTRUCTION DRAWINGS AND SPECIFICATIONS. UPON COMPLETION OF THE WORK THE GEOTECHNICAL ENGINEER SHALL SUBMIT CERTIFICATIONS TO THE ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. 6. THE SUBCONTRACTOR SHALL REVIEW THE SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT AND COMMENCING CONSTRUCTION. T. THE SUBCONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AM) PERMITS AT THE CONSTRUCTION SITE. THE SUBCONTRACTOR SHALL MAINTAIN A'RED LINED' COPY OF THE APPROVED PLANS FOR USE IN PREPARING RECORD PLANS AT THE COMPLETION OF THE PROJECT. SEEDING MIX -OUTSIDE OF PUBLIC RIGHT OF WAY Native Grass Sad Mix Wald County (Greeley NRCS Field 01Noe) 4A b..r: m Can Ana N eviIQ •,347) rt•e.3rann OP soh saavea nest man Sad a ummir Sand Nl . i • yYL,_4S 1 •X' Hi'tCt ., Sct:atts i.,Ianw, • 91: w 30 2 70 Anna Ludt,. I, •L.CM!a • :V.n I.n anus us • V:ea"1 HevOissi•ata ti..a. Glwri • 't 1 1, !J IS 400 20 2.00 1f 15 045 h.., ..•..dl ',Aft ins .t.... 1 t, 10 040 Tot 100 _ 9.55 Seedy* Dsiw Manilas 1 b May IS Raco/1a/Mnd addition or astbat mini► Vainly LaSk or Ran Not is ALA vv Noun Noma Sinai Altars W attMbt Fouis,n9 baileys.% Raja PtiSebvtr Antietam Vete (up • • Sc* Wallet .n m,s **ISM swat b• ••••••• with a NMtw Gam OM to 10%) of owls of the foNoMMnq Foie or Legume Species; PLS RATE PER ACRE q. Up1o0.3 bona for VarM y U Si. spaelHsd vsrbf�In shat supply. Sc WWI Soowmiu Cisrlt la I3,VhM. •.Wes•ern Whealwass au, Grema Immgtal NMWeska 26 5anagram CLEARING AND EROSION CONTROL NOTES 1 THE TOPSOIL REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED IN ACCORDANCE WITH SWPPP BAPS AT A SITE DESIGNATED BY TIMMONS TO BE USED FOR LANDSCAPING PURPOSES UNLESS OTHERWISE DIRECTED BY TIMMONS 2. FOR SLOPE STABILIZATION AND SEDIMENT TRANSPORT MITIGATION ON SLOPES GREATER THAN 5% 21. TRACK WALK USING TRACKED MOUNTED EQUIPMENT PERPENDICULAR TO SIDE SLOPE. 2.2. IF RILLING OR SEDIMENT TRANSPORT OCCURS AFTER TRACK WALKING. PLACE CONTOUR FURROWS ON SLOPES, 2.3. IF RILLING CONTINUES. REPLACE CONTOUR FURROWS WITH TEMPORARY STABILIZATION (IE BLANKETS, MULCH AND/OR SEED MIXTURE). 2.4. APPLY TEMPORARY STABILIZATION AND SEEDING PER TIMEFRAMES OF THE SWMP NARRATIVE AND PERMIT REQUIREMENTS. 3. DURING REMOVAL STOCKPILING AND REPLACEMENT OF TOPSOIL THE SUBCONTRACTOR SHALL EMPLOY COMMERCIALLY FEASIBLE MEANS METHODS AND TRAINED PERSONNEL TO ENSURE THAT NO SUBORADE MATERIALS ARE MIXED INTO TOPSOIL. TOPSOIL THICKNESS AND QUALITY PRIOR TO CONSTRUCTION SHALL BE REESTABLISHED AT THE COMPLETION OF CONSTRUCTION ACTIVITIES. 4 SUBCONTRACTOR IS TO PROVIDE EROSION CONTROUSEDIMENTATION BARRIER (EX. STRAW WATTLES OR SILT FENCE) ON THE DOWN FILL SIDE OF DISTURBED AREAS WITHIN THE LIMITS OF DISTURBANCE TO PREVENT SILTATION OF ADJACENT PROPERTY STREETS. STORM SEWERS WATERWAYS. AND EXISTING WETLANDS. IN ADDITION THE SUBCONTRACTOR SHALL PLACE STONE TRACKING PAL) STRAW MULCH. OR OTHER SUITABLE MATERIAL ON THE GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE. IF IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC. THE SUBCONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. 5. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION. THE SUBCONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING TACKIFERS. WATERING. SEEDING. MULCHING OR OTHER ACCEP TABLE METHODS 6. CONSTRUCTION OF LOW WATER CROSSINGS/CULVERTS TO ONLY TAKE PLACE DURING DRY PERIODS. IF RAIN ANTICIPATED WHILE AREA IS DISTURBED SAND BAGS OR APPROVED EQUAL BMP TO BE PLACED ON DOWNSTREAM SIDE OF ROAD UNTIL AREA IS STABILIZED. GENERAL GRADING AND DRAINAGE NOTES AND REQUIREMENTS 1. ALL EXISTING CULVERTS WITHIN ROAD UPGRADE LIMITS SHALL BE ASSESSED FOR THEIR CONDITION TO DETERMINE WHETHER TO COUPLE AND EXTEND OR REPLACE. EXISTING CULVERTS SHALL BE EXAMINED FOR THE FOLLOWING CRITERIA FOR COUPLING TO BE ACCEPTABLE 1.1 CORROSION EXISTING SECTION SHALL NOT HAVE ANY SECTIONS RUSTED THROUGH THE CULVERT WALL. 1.2. SHAPE NO CRUSHES OR COLLAPSES THAT WILL INHIBIT THE COUPLING AM) EXTENSION. 1.3. SEDIMENT EXISTING INVERTS SHALL NOT BE BURIED MORE THAN 15% OF DIAMETER. 2. THE SUBCONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. 3. ALL MATERIAL USED FOR STRUCTURAL FILL AND EMBANKMENT CONSTRUCTION SHALL BE NON -DISPERSIVE AND SHOULD BE FREE OF ORGANIC MATERIAL (TREES STUMPS AND ROOTS). 4. SOILS USED FOR ENGINEERED FILL SHOULD BE PLACED IN ACCORDANCE WITH GEOTECHNICAL REPORT RECOMMENDATIONS 5. IN THE CASE NO TOPOGRAPHICAL RELIEF IS AVAILABLE. STORM RUNOFF MAY BE COLLECTED IN THE DITCHES ALONG THE ROADWAY AND ALLOWED TO INFILTRATE THE GROUND TO THE EXISTING SUBSURFACE DRAINAGE SYSTEM. 6 CRANE PAD AND TURBINE SITES MAY BE GRADED AT DIFFERENT ELEVATIONS BASED ON FIELD CONDITIONS TO OPTIMIZE THE GRADING VOLUMES. CONTACT THE ENGINEER FOR APPROVAL. SUPGRADE PREPARATION NOTES 1. WHERE APPLICABLE THE STRIPPED TOPSOIL AND/OR UNSUITABLE MATERIAL SHALL BE STOCK PILED IN DESIGNATED AREAS FOR FUTURE USE AND SITE RECLAMATION. 2. PROOF -ROLL TESTING SHALL BE OBSERVED/APPROVED BY ON -SITE GEOTECHNICAL TECHNICIANS, IN THE EVENT THE PROOF -ROLL TEST IS UNACHIEVABLE OR YIELDS EXCESSIVE RUTTING THE SUB -GRADE CBR VALUE SHALL BE VERIFIED WITH FIELD DCP TESTING OR AN APPROVED ALTERNATIVE METHOD. SOFT AND UNSUITABLE SUB -GRADES (CBR < 2.0) SHALL BE STABILIZED USING IMPORTED EARTH GRAVEL FILL. SCARIFYING CONDITIONING. ANO COMPACTED AS DESCRIBED IN THE GEOTECHNICAL REPORT PRIOR TO PLACING GEOGRID. ROAD CONSTRUCTION NOTES 1. THE MAXIMUM STONE SIZE TO BE USED IN EMBANKMENTS UNDER THREE FEET IN DEPTH SHALL BE 9' OR 1/2 THE FILL HEIGHT WHICHEVER IS SMALLER. REFER TO THE GRADATION TABLE FOR DETAILS. SEEDING IL RECLAMATION NOTES 1. CONTRACTOR WILL USE THE WELD COUNTY RESEEDING SPECIFICATIONS FOR RECLAMATION WITH COUNTY RIGHTS -OF -WAY. 2. TEMPORARILY DISTURBED AREAS WILL BE SEEDED. MULCHED. AND PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL AS SOON AS FEASIBLE FOLLOWING THE COMPLETION OF CONSTRUCTION. CONTRACTOR WILL RESEED AREAS (NOT TO INCLUDE BORROW PITS) CLEARED BY CONTRACTOR WITH THE SAME TYPES OF GRASSES FOUND ON ADJACENT TRACTS OR APPROVED BY OWNER. 3. IF APPLICABLE. DURING RECLAMATION, SUBCONTRACTOR TO SCARIFY TO A DEPTH OF 12" BELOW SURFACE AND SEED SHOULDERS PREVIOUSLY USED FOR CRANE WALK. 4. IN AREAS OF ACTIVE AGRICULTURE. THE DISTURBED SOIL SHALL BE DECOMPACTED TO A MAXIMUM DEPTH OF 12 INCHES. THE PROPOSED SEED MIX PLANT TYPES SHALL BE APPROVED BY THE OWNER AND/OR LANDOWNER PRIOR TO USING ON SITE. 5. SEED ALL DISTURBED AREAS AS SOON AS POSSIBLE AFTER LAND -DISTURBING ACTMTIES ARE WITHIN PERMIT TIMEFRAMES AND SWMP NARRATIVE. SEE STATE AND/OR LOCAL STANDARD SPECIFICATIONS FOR SEEDING REQUIREMENTS. 6. PROTECT AND CARE FOR SEEDED AREAS. INCLUDING REQUIREMENT FOR TEMPORARY WATERING UNTIL ACCEPTANCE OF WORK. RESEED AS NECESSARY TO MEET SITE STABILIZATION. 7 THE SITE WILL NEED TO REACH FINAL STABILIZATION '-70% BEFORE CLOSING OUT THE GRADING PERMIT SEEDING MIX - WITHIN PUBLIC RIGHT OF WAY SPECIES PLSIACRE' BUFFALO GRASS (TEXOKA. SHARPS IMPROVED) 1.5 PLSIACRE UTTLE BLUESTEM (BLAZE. CIMARRON. CAMPER) 1.5 PLSIACRE SIDEOATS GRAMA (VAUGHN, BUTTE. MINER. EL RENO HASKELL) 2.0 PLSIACRE BLUE GRAMA MAO-ITAL. LOVINGTON) 3.5 PLSIACRE WESTERN WHEATORASS (ARRIBA BARTON ROSANA) 3.0 PLSIACRE SWITCHORASS (NEBRASKA 26, BLACKWELL) 1.5 PIS/ACRE PERENNIAL RYEGRASS (CALIBRA OR GARIBALDI TETRAPLOID) 015 PLSIACRE SAND OROPSEED 0.25 PLSIACRE TOTAL 14.0 PIS/ACRE 4734460 Pages: 25 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes. Clerk and Recorder, Weld County , CO 'YAW �I II POUNDS LIVE SEED (PLS) n. D O • eg �• e • • Z •, CO s rc del S mm tjgg t9 gas m O at a. n a. 4 W �►1 1 1' - Pin •. *Meal a...ar•o w ti MINA. .1Melia Ora. N •ra •.1Iw •asW am* pews 'S --'- •.a•... he roil 1w.Mne•w .J.... raw U••Ina4-.WAN••11a,ICw .- .• ...lw . _ •• • . • • •••...411 : ••t.. • REVISIONS ut IS *kw. 01 },• •a aw. •',1. ✓an. •. •...f1. t.w R5KL• a -• ar *G.. EROSION CONTROL SHEET INDEX - •.1 =10MILE C1.05 CC 376 ROAD Of C3.6? s 1 ROAD W1 >< IC3 65 66 ROAD N C3.47 ROAD a •AI T 1 C3.64' C3.631 ,ROAD U Toe Tnr, rope , ROAD V C3 60i k3.61 ICS:42‘ ,C3. TOS C3.22-\ a ROAD T C35 .. ROADS ALT 6 • MATCH LINE C3.54N Tf C3 5:i\ r T16 C3.4Fi1 Lino - _ Li -C3 57 7 "i ROAD L1 CR134 C3 C3 41 - ROAD M ROAD Prgr c3.56J T17 `p.5o ROAD R1 4J, 3.51 r11 I ROAD a 3.21 I T .44 3.43 C3 ty� 03.201 ROAD L C3.39ess.. 7911 '•C3 53 '•C3 52 ROAD R r ----0t*U �_ ROAD J 03.3lh� 40 TH ROAD K �/� C3.1 S ROADD ram 03.15 TM C3.2' C3.2 I Ta TI? C3.24+ - I CR134 k3.371 ROAD I ROAD G CR132 aljarc 1'311 / �� C3.7 ROAD X1 'a- G3- 7 1C].tiB C3.69\ 037O0, I T,, Tn T -LINE •V j-- ROAD X 1' l I � MATCH LINE i t ROAD E o 27 ,1 1 ROAD D1 40 8 __- .32 1 TJY CC CC C3.1 T 10 Ta C3.11� ROAD B C•c3.13 ROAD C ROAD F C3.35-ss. C3.34- T41 742 ROAD H1 3r� ROAD H C3. ALTERNATE T -LINE OPTION ROAD A2 C3.10-**, TI C3.04.1 C3. C3 00\ C3. O3.05‘T53 CR134 731 C3.091 .02 C3.Ob1 750 3.07 T1! T1Or ROAD Al —(;3 01 ROAD A • • • LEGEND PROPOSED TURBINE ACCESS ROAD PROPOSED TURBINE LOCATION (V-120) PROPOSED TURBINE LOCATION (V.110) ALTERNATE TURBINE LOCATION TURBINE ID GRAVEL ROAD EDGE - - - OM? - - OVERHEAD POWER LINE - TRANSMISSION C3.XX ; OUTSIDE Of PROJECT BOUNDARY ROADWAY PLAN AND PROFILE SHEE T SCALE 1"=1/2 MILE 0 112 MI 1 MI 4734460 Pages: 26 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder. Weld County CO D O • cc •• � • Z • O .1 i a W E«l:MaMlift:IIX z 2 0 Q a tr 06103/2021 47936 lkOSl• •a4C PANORAMA WINO '1 x.:iiP•. S.•vn T M. T REW I L MARTINEZ ? n. ,S..a wYYNS LY..1Y a I W I•Ma: el IM W A OPO•I .v •. oU • •M•Mc.. • ..td. .. •-1 Ol r a • .4 Mel be ~II VIN, ...bbl. • .un u••IIYdb rwy r'R• ...4%+. U. I-• ...•n•. -.I.. .r•. O 'IOU ryy Y►'yA REVISIONS b%p nv SWIM RAW* rummEll•5 IJ A W.• • KM•'19.: ROADWAY PLAN & PROFILE INDEX o.�. C= . I=1/2MILE L.1.0u u I PiParilP V si • I' , •1•• 1 • •1 II • 1 i • • / •• J 1 -1 , • -At I • 1 •I • • I 1 • I • 1 •I • • ,] • I 11 • 1• • I / ' ,I ;. .I \ I I ' • • I / I e% I. ♦ 1 ` - 1/4 I ' I ' I _ - , 1 . .. Pb • t 1 1 ` _ - _ - . — I ' I ' t _ 1 '-'�- '�- ' -1 -\ 1- • I' • • • • `• • I I ` ` \• • • 1 . . r ♦• ▪ • , • •• ` • • `N -'S :- - go \ • - 1 I • • \ •1`, —` • ` \• •. •••� / J \ / / 'i „ • \• I . •.• I , •• • • • ••` ` , . • I 1 I I 1 •` •1. •• • • - . I ♦1 • • • •• , • I • • ` \ , • • A • • • •. 11 •. • ' • 1 - - J •• �- •••• ! , • 1 r $ ,1 • • • 1 . .. , • _ . _ , 1 ' 1 • - Nth• ' . ' I II , r 1t • \1 • • '\ • • • 1 1 • • ••• • • • ` • • • •' 1 �. / 1 • 1 •1 I \ • ` v -- 1 ( ' 1 ' ` I , I % • I , \ • I ` - ,- - _ I / .. • , I • 1 I I� f• ' • _ _ ▪ ` .' N. I • I I I•I ', •l' 1 1 • ,/ r....... I I ' . 1 1 • ♦ , \ I • i 1, • • 1 • • 1 • 1 • • - I , • • • • • • • 4 \ •Is I 1 , • A • • • , • • • • • • ,t• • / • S., • (lc `(/ ' c • `(J i ' Iy1 •% . o • (S J • 1I ~r~ I 1 11 'I ' • 1 • , I`' '1. ,( ` 1 • ,1. I11\. I• `• I r , • •_•3• _1 -• ' I I I- •I I' • • . 1 I• `1 I • - ' 4 • • .' I I • , 1 • 4 1 I I I • 1 • ••.:\ `D. I • \ •I ta • •• ` 1 ••<.` t • 1 • • • • • • I • 1/4 . • - - • I .,-�C' r,• \•• • • • \•\••• , 5-\ `•, • • ▪ •` ` •• • - • ♦ I- 1 • •• • 0'•1 .11 •• ▪ It 1 • • r • • ` I • • I I,-` •i •• „ • I, IS ,1 •I I' • • • 1• .f • • 7 I • j • IJ ■ Iw I ,I •• •, • I M • • • I • • • \ - • • •• ` - \ • •u - 1 • • , I . • • \• • • - , • - ' ', ` • ,.4•• • ♦ 1 , •' • • I - • .' • • 1, • I 1 SEE SHEET C2.03 1/4 • I♦ I• I ♦\II a' r• :•1 1 ' • • • \ •' ` • • • 'I •t • • '•\ ,• , 11 1 • ,• I y` r , I ,1 •, I • • • • _ 1 - - ••. • • \ \ or •- • • III 4. 1 I C t • I •♦` • I• • a • . ayl `{ • I j • 10 r• . . 1 •'I.•' ,J ,•I o •` • • I 1 • . �I, / a • 4I. � I -_, 1 r. 3 / I -- A 1 . • --•I • • 1 • ••_ / ..4-. — • v I . i1 l t••, ►� '•I -� •• 5 1,\ • • 1 • - • . • `• • - • • • �• \n, ••• J l•• ` •. 5 'I • I • =• M• a • I, • . O • 1 • � I' 4%1 • • • I • • •\ A - • • t I I. { • „ • �••1/4 , ENTRANCE • I' \ - 8DLF OF SILT - FENCE Jl ' •• 1 1 , 1 , ., r • )� T48 • ?a •I .1 . . . ` , .. • / 519LF OF SILT FENCE ' • , , • 44 • \ • / 1 © -• : , - • , . , •I , , , , I \. , 1 1 / •r N I • I I., ,• J J I , • ` r . 1 , •1 / 2111LF OF SILT 1 FENCE I / • , • • \`• I . • 16,� •• •• • • I • I•• • 1 '1-• I , 1 - - 1 I / • V - J •▪ .0 1 - 1- r ` ` • • , . ' ,'1 • , ,•\ • - tt • •'1 , • •I I , •I rr V \ - , , 1 , I , ,• C , - • - , • • ; ' •' •.1• • • • I \„ .- I • I czt a.- — ` I • • • 1� • I 1 • •- ,- .., •• • .I, I ` , •\ 1 • • ,• • I 1 • , ' / I 11 I 1 I I' 1 1 1 • , r 1 I' , I I I • 1 , �, I 1 I I I / I p.% • 1 • ▪ l ` , 1 %,r, i• • • I, >• • • • -- N Y - -' • l ♦ , ' , • , , • . ♦! • 1 - • • • I 1 I I • 1 1• -- 1• - • ` • • • „... ...‘ ;‘, ,,,,•t, 1..,... ,, Ik1•1111:4k,‘;:‘, ‘1\:, r 41 • • • • • • • • • • • 225LF OF SILT FENCE 5 625 SF STOCKPILE ume 0 .4 / e , 1/4 N i aa \II •1/4 : • :: ..... • • • • SEE SHEET C2.02 / LAYDOWN YARD ROAD FA,,C 6•4IOA0 9.1 ROAD Aste • or 6. "ROAD K KEYMAP • ROAD • A2 V • •110110 ROAD MY'•44 \LOAD 14 LTEIWATE TAM OPTION A • 200' 400' • Al NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SWMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES SEEDING. MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3-1 KV REQUIRE SLOPE STABILIZATION PER PROJECT SIAN P. ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS. WHICH MAY CONSIST OF STRAW WADDLES. tSILT FENCE, AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD. 2 OUTSIDE OF PROJECT BOUNDARY WETLANDS - MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POKER POLE PROPOSED LEGEND - LIMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET 11=m1 c-xx LOW WATER CROSSING POTENTIAL CULVERT 910 PROPOSED 1' CONTOUR COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 TURBINE ID 4734460 Pages: 27 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO O rg • ty" 2„f • 4 rei CONSTRUCTORS a 06116/2021 47938 PANORAMA %VINO M. IRBY/ L. 1AARTINE/ 00.06111114 VI enlist .. sea • OWNit 11/11•411LI ‘i• SEDIMENT AND EROSION CONTROL 1' 2Cla ul • t I ♦ KEYMAP SEE SHEET C2.03 , i / I ./ ---/ / /• \♦• \ \ •it, 111 , - I - \ J / / / t \ _- '� 1- / �`-• 1 J. 1 — / r 1` - . d `♦1� \ 1 1 , ift• - l / • • \ \• - ` , + L' , • • I i I f ' - •I • I 1 , • l 1 • • -1 , - / N. % _. _ _--- z'- I1I- l ' •ii ‘.,. '17 \ / ` /▪ � r , , \ r'.�• �,-� --at.< y�'p 11`\. • „. 1 `111 I hl'''+��Il l' \, ,AtiN •• '/ . ....... r 11' 1 1 I — . .� I , \tom- i_ !- _`` ` �' N f ♦ t `t \t�♦+ i•\ , :\ _ • ,/ 7. - . • ' - - - I I _ \ , . , .. , N. - `l - • • `' / I .• .� - -7�F%E - '�� . \ \ \ • Am.' _ ✓ I / I I I • • I r / / / I1 . • J — i — - I�I, '- - - _ -•- , - - • .i I. r ti — `. \_ -'� / , : I " r ;• 4%. t 1 ` • f , • r ` • , •• I' / - 1 • • • • ' I• f _.- / - r • - - ' I I t - `I - - ♦ _ • , - ▪ , 4 ` . • 1 , // , / r-/, II • • i - / r , t \ -- I I f - t I. II f,- - t ♦ �` - ' -� :• •• - ,. n I_ • - J y 1 S. • ✓ '1 - - I -, T49 - • 505LF OF SILT FENCE ./1 I� r r / J • • f \•L `- , I \ I • ` 1 ` ` - , 1 / 1 / I I , . / ` ' ' ` f 1 I `. �• 1 t, ` I t ` `+' I `• + r , i • ` •/ - - - -- • t♦ , ,,1 •1 •••,, I , ♦ , , I f \ v I I '� - I\t'• - -.; 'l�i 11 t`l `•1 '-'.�` �` It` \1 -� •'w~` ��_ • i. --,, ,1 ". 1 • Ill 1' Lit W•‘‘‘ `, 1I. • 1 / • • • ` \' �\ `- - ! • • „��+ r tea._ ••••• \ TT , - 'f/ ,tt_,xe„..aa...T • -II, .� . . ; 1 , - ` t , - • •1 • - • , • , • \• \ ' ' • • • • t •% • - - ✓_ • _ , , ` y _ i 1 N e/ _ 5- • • • A- • / r 1 • • • • t I,' r •-_ ,♦ ' f 1 f I V 1 - , r 'r • 1 I , r.. , J•• 1 , ti , ,' X'' 5 , -_ •' / -• / • 1 ♦ • ‘•1„ / • / r • • 1 • • • • • • --_ - - �`� ♦� 1` , • t f / • - • • • • I ` • ▪ _•-�'.- _,+ \ •\ •. , • • • I. • / I • I/ / I ' I ' 1 %\ , . 1 . ` ` _ l , , I '• , I I. , , • • • r or • • • • ate • • / u• Y DOWN YARD ROAD N. itmitu.o let • RoAD Pic • ROAD • a- LTERNATE T -LINE OPTION • LROAD A SCALE 1 .200 200' 400' NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SWMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING. MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3 1 H V REQUIRE SLOPE STABILIZATION PER PROJECT A SINMP. /A ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS. WHICH MAY CONSIST OF STRAW WADDLES. SILT FENCE. AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD. EXISTING LEGEND 01160 OUTSIDE OF PROJECT BOUNDARY loVETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE Sill II 910 LAX 1B ita U6f, 1B TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET LOW WATER CROSSING POTENTIAL CULVERT PROPOSED 1' CONTOUR COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 TURBINE ID 4734460 Pages: 28 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes. Clerk and Recorder, Weld County , CO E r !! 4 us 1 1 O 0611112021 41931 PANORAMA WINO REVISIONS Lew* II:ft SEDIMENT AND EROSION CONTROL raNik MO, IIIIII . • I1 1 - I, \ / _ _ / _ irtl r _ N .\ \ \ - \ •A\ \ • 663 LF OF SILT FENCE • 327 LF OF SILT FENCE .\ \ \ (l \ -• \ / / � t \ • ONE -r'� �` friit1Nffs- 4•— , \\ ,•V't / / .`•\....... Imo- - . a 7 -r. . ♦ \ ♦ �, '_ ' I16 I, / � \ \ \ '10 1; I N \ • / 'I \ , f / \ 'I '/ / I \ • \ -- \ -\ - \ 1 _,.N \ \\ \\ \ \ \ \ \ • / 10.100SFOF EMBANKEMENT JrSTABILIZATION 1 (SEE BANK T'11.. STABILIZATION NOTES ON SHEET CI.05)•-Sr;-='--. L- 179 IF OF SILT FENCE - SEE SHEET C2.04 • • •� I ♦ \ - ` ` �� / •\• \ ` V / -' \. \ ' ♦ _ , . - _ :. - .y. -� -, - �.• , ' , ` . . r • \ ♦\\ • • / / --" ▪ I. \ \ \ 'i. I1 ` 'di/ ' /. — \ \ N \ \ \` 1 , , h J / ',�. /', .. ♦ ,\ \ •1 1 ��•• �` �� *:%„\i.. \ \ 1 \ • \ \ ▪ 1 I r^ „ ! \ \ 1 1 I 1 1 1 1 ✓ / / \ \ \1 1 I'l T.' \ \ \ \ \ \ \t �� \N / / - • \ / \ \ \ J \ / i \ \ \\ \\ \fi t 1 \ .�\ , / /, / / - _ - \ • ' ,� , 1, t • '--'`�♦♦\♦ ,' alt♦ 1,1 \ •••••`♦ ♦ ~- — / r / I 1 , ^,\♦♦♦` r \1,, / /- ♦ - _. -__T-� 1 J / � ,•- ' /' J \ \ ♦ - ♦ I 1 ! 1 _ / •••••• ` v `ice I ••` • _ Si. - 1 ' / /'/ .• . _ ~ _ / / 1- _ _ -. ,�`,., / / / - / / /,'' 1 • -' • - • - _ _ `-,. „ • -- - •1.• • e • • • • I r / - - _ - r - -- / . - ♦ • -. • . 11, ,•,,\ • /-• ' - / r • 1 , I f \\ 1 1 1 1 \ \ ( \ \ ' l I I t • - • -- sift s• .\ 6111, • 11_ I ,'I _' r�• • r • • • p �'/ •� • - XV / -44-N51:41-‘^- 1 , • • �. `. .� / / c--:', ' \ 1 1 1 a I , I r / ,• mac•, y • / • \ I ` J I VI / t -♦ • • • • t 1 \ r . , • "If". •• 1 • •• 1 - - I I ,'.• •• '. v I , r '//"' I I . I _ - \ • • // / . ' , ♦ ` 1 I I - • ' „.• , --"„/ /rte •./•♦. ♦1 ,, . / / , .•• 1 • , -. //I' "- - 1 t/ i _ .'` • . - -\ • _ , • -•, ♦ - • I / V _ . - `, .' % • • • • •\ ` - , .' I 1J \ • • - 1 \ • • I , 1 ▪ ` I - I 1 • I- ,• . 1 t 'I +,1 + 1 . I I . t. 1 - ' • • 1 • • a. r `` • `1 1' • '- 'I • \ • \ • • • 1 r • , • ' 1 , ` - \ ♦ \ I • \ , I - \ • • • , 'a / ♦ ) , ( ''•• %it • , 'I. 1 I • t! / • / J / ' ( , / 6.I0OSFOF `�. N EMBANKEMENT 1 a - , STABILIZATION (SEE BANK I / �� rr STABILIZATION ' I„' 'Ll`It " NOTES ON `1` . '%4i. ,s/If ./, „, SHEET C1.05) • v>�1.i1 • \ + ' \ 1 1 \ ( r / ` \ \ ` • .. \,`\ .\ I .( ` \ / • 1 \ • •\ \ 1 / N \ i i 1 1 1 •'•yJ_ • • •,„ •,„„ „.1 1 / \ I I I / / / ( • / . , .• • \ • / / SEE SHEET C2.01 • • • • • 0. • • • • • • • • • • • • • / • • • : ilea.% :II Ik:;:%\li \\It:" \kl 11 ..".:• •::-. :......i 11 ‘S j— le/ I la • • A Z0ZO 133HS 39S • YARD ROAD I \ ROAD Fa.\1 ROAD O—"ss • • OA 0 II ROAD P/44 4 DAD 0 or KEYMAP • ROAD "—ROAD 01 V T.EINE OPTION 112 N1/4%ft OA CI A it- 200' 400 NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SVVMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES SEEDING, MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3 1 H V REQUIRE SLOPE STABILIZATION PER PROJECT 2 ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL t EMPLOY SEDIMENT CONTROLS. WHICH MAY CONSIST OF STRAW WADDLES. 3 SILT FENCE. AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD.) EXISTING LEGEND • OUTSIDE OF PROJECT BOUNDARY . WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET 910 WU- IA - UGC-2A - UGC 3A UGC -22- LOW WATER CROSSING POTENTIAL CULVERT PROPOSED 1' CONTOUR COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 TURBINE ID a. um 1 1' O O a. 98 05118/2021 479.30 PANORAMA WINO ge REVISIONS COLA J1, Fe: Ote ra elt/i1•1/WWC C91•11/0•1• SEDIMENT AND EROSION CONTROL 4734460 Pages: 29 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III 41)MiSINViiierJhiliCiiiilliOthRiraivi II III 4e2e__.:44`I l .,r / / _z _2 X`� 't ' <.7=-4e/( .� Lac —L < e , \ .T ♦- • - \. / . - _ ' /' / - \ ! ,• -•—• l,' %::,\t",:,‘,\,\:\,‘,‘\,\ l„\:, : .........,,•\•,\•::;...‘ :,:, \ ,, ‘, _ \,,,_ ,.... , %, - _- -4 , , \'‘ ' t is • • ~`\11,`, • , `,� 1'\ V\ �;"'1• ��\ {\,+.`. `',, 1,♦,\11111 , , l',._,:•, ♦,\ , 1 .. 1%.: ''. \I e : ‘ \ ,.,.' - ;LI' ‘.:::‘•:::,‘\,‘•\:1/4\\:::::::: k a. • • • • 1 1st F' L 1 J • , / 1 V `, • • l 7 I „\,•11 I ' � \ ♦ •� � \ / � I 1''ii , I , , f , � / , , I1 / / , r ai ', U 1 I .�� \\'�\\\\\\\♦\1\1 1\ `` •l. • J \ • \ 1 / ''/ s. //' —/ -` l 780LFOFSILTFENCE S. �i I 1 \ _, .;♦\. 'I j' ' ' \,1 ', 1`-\ \ml. \( V•iif I Ili 1'( / "L �' / ,' /�I /' _lb/ , JJ / t `I • II '`• ..'-'\, q l ` • , I 1 I, ,\ wl ` .1 I, , r ',' -+, / -' / / /• ' ,1 \, '_ t / �. \ C. l J ' i . ! 1 "-_ • l 1 1 � 'l 1, or \ I , I, ! \`,\Y \\ \\.. 11♦▪ `� \ ` _ \ \ ` - • '`— ` — - — - �' ,' / ,j , ( a I / ' ,111 .. ....t1/4:‘•: `\ �``^\ \\`__ \1_I ,. ♦^_`l• — . — _r,5'/_ '' /.• `_I / ' 1` `'�. ael1{`161 \`� `\ — `♦ „el..: _ _ / �/ , 1/4 %tit -II ,...„1", , 1:: _;_-__ .1.7i .: ..i.... ...... 7 ▪ ...a -- ..• .. ▪ ...."" i -..v r,1\ / I _ � I r 1 I / 1 it f ,`.,",11 I, /,♦-'111 ' ,' -' , I ' 1 I •i 1 ,� / '- :� I •/,'• — •, ' / ' - 534LF OF SILT FENCE ' '1, t , ,' _•- ' ,,,•,114.; ,'/,,,' _ I�*�: It, re r I' • 1 I 1 - , f r' 1 / r / J'1 eiCN • , , / '/% ,-), • 322 LF OF SILT FENCE • - \ ' / , '• . - •"al:I ^�-- `----1 J(---- . f • • • 1 I I 1 ' 1 • ♦ - , I , / ' • .l / • r 1 I I ' ' '1 • J I ' 11 r 1 , \ , " ' / I ',. •I- • e , J • / ', , , '/„' !. 'e • • • Id / I ♦I -- / / ' ' V t • • 1\ I • ' / r . ' f - ' 1 ) 1 / I 're / 140 LF OF SILT FENCE �7 \ ' 310 LF OF SILT FENCE 7.7'4 4)9 • \•`\ \ ,\ \.11 � t3 F , ,, _ ; ,,` _"�\ \ \ Ay?. \ �/s-�" \ \ , • •, .,• /diNt SEE SHEET C2.03 \• • 1 • 1 I ♦ 1 , , 1 I • I , 1 • 1• • • f I I, ' I I I: 1 • I 1. I;'I, • I •' I \ -. :• ' ' I' - 1 1 j r-� '�X�1 - - I t ' • ( 1 ', - - , �,1 I ' r / I I r / /. / _ / I, / • 1 1' , f r / •- ' , — / 1 1 1• Ai. i , I I I r -- i ; r — - , , '/ I ( //' -'d,1.;1 I ',-1,;,- ` . - . / / , — - 1 z • -` 1 I I 1' =- - f','•.'1 - (/ d' p,',•, ,,,c, , - _ _ ; E . . - / 1 - /'/l. ( 1,,I I , , , _,- iii i / I /:' , ,I\♦:.`1 , / / , , 1 ` 1 / / 1 I ` • \ _ _a`\` ` \ .... •1n1\c �- _ \ \ r/ I ♦ ' I1 - ,, '- r. .' I I , I rf� 1 1 ( ( ','11'�„\ V / / , I ), I I ( 1'1+111'1,1\\\ \ ,▪ _• '!� -r I. 1 I I ' 1`\ 1 /-' •/ 1 11 ( 1 l \ \ • 1 1 /! 1 1 l 1, I ▪ - %/ 1 r`-'aJ '•/I_�% ,�' I I' \ .i., .• '1 I /•/,,,-/-- ,.,r 1 x111 / ;,li / % / 11 - ` .� / r 1 '-\ \ r ) ill' - ' 1' ::: 1-I*::: 4111:141.11S"-;:\ 11 \I\,1 / ./,' ( 'r , , 1,��11 1jI , ,f111► y ' If:: i:/:, ,' :-.:„,;:-- _, . -- I s..-�V�- 'h, t;41I,, j 1 , I=-_-`. .`` 1\•� ::///, f, - / ��-,,/t1 l,l �•. II �. 1 , . 1'',' • , 1 ' 11 ( ` I+'I' r - - ' 11 ,,� . 1 1 , ' - •, , - 1 1,1` I'' , i I r / // ' ' ' / ,aptl , 1 l , , I• / ' 1 ' / / ' _ ' I I - / , / I / ' I dr - / 1 I \,''r//' -'I 1-' I ''' //, 1 I .1111 • .\ \ \ f'" ,'•+'�/^•\ �,— '• ,\1,'i, ,i I l-' / / / 1\ 1 ' ,' . — . I � l i � � . 1` -' / ,, I \ ♦1 It ,� _ . -'- fl / ,'' �/ / / 1 / ff • I 1\ 1', / ' - 1 r 1 1 I I , I 1, , \i'II itl`'' / ROAD Wk ft„,ROAD WI LAYDOWN YARD ROAD T \ • —ROAD V or. ANAOAD ROAD S•N. ROAD ROAD N\ ISMIOAD AI • KEYMAP • ROAD 4 LIINNATE LUNE OPTION • RCA A NROAD i NAD83/COBS-NF SCALE I L200 200' 400 NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SVVMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING. MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3•1 H:V REQUIRE SLOPE STABILIZATION PER PROJECT SWMP. rELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALI EMPLOY SEDIMENT CONTROLS. WHICH MAY CONSIST OF STRAW WADDLES. SILT FENCE. AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD. ; EXISTING LEGEND x. - I Cr • - OUTSIDE OF PROJECT BOUNDARY litETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE PO INER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE lib ISOM M. 0 — uric IA —UGC-28 Kt TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET LOW WATER CROSSING POTENTIAL CULVERT 910 PROPOSED 1' CONTOUR iiht: 18 UGC -2A UbC 3A UGC 3B - COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 3B TURBINE ID 4734460 Pages: 30 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County 1 CO III krallUalleitCPIMAIIIIIII,IPM ;1114 III I O • is Uri • ge pal 2 kvi CONSTRUCTORS 8 ce O ct 0811822021 47936 PANORAMA WIND tftallAtI•utoft; are pat eta Iel•trit•-• 0.0•I•• NSW tiontrus Vs"; tail Int REVISIONS SEDIMENT AND EROSION CONTROL 1 200 sr` • �-r-c_ — ----Ofd± t`'"‘SIC T'�:��-_ -` •• `` ♦I r , I it , , ` I , hr1 1 1. 'lilt • 4 '� ;• a /1/11 ,III 1 l I \ 00/14, 1I/I a rill L ` •.I , \ I / • I I ' I I , 1 1 1 % 0 . p 1• ` el / • $ \ •/ 1 0 'I , �� ` w. �- "'_`_ ---L �rri—.t. : <� '- — --� ''7/ T• ' 7—'1 ...re �-1. i%'' , _ T y'T-• ' I f , .—\ al •r\''„1 11 II ',/;•, I; f; ',,•• ,,a`\,. / 1! ' l l I •l11 1 1 ;,,♦1. —,1) • • • • • ,1♦''\I�•', •`1, , �1.7,.-1 _—/"• ♦;l, `♦— 1/1%♦♦ •/ • `1'f11.1`1I11l1II`�i-'.---,`/,'-Y'•.• .• 11 a�1' ' rill /' ♦ © 1 / • • • tit tis 1/4 • • • • I1 l:Ai: 1 �, .I�, `�♦♦..`- `' •, .' % •!/,, J., •\`•11.1,/ ./. a :- lid o •• �, r1� �� •, 11 •r '/\..• ,♦��`-' � - `\`' 1.- 1' ,I•"^,, •- tI / j,,,l �'--�,.•,`j11 �I•''r ''� • /t 11 ;,. ` r I • 1 I I lit: • ` , \ . ` \ _ • ;1 / 1' / II / 1 ' - ,, • • • 1111 • •1, I ' t l ,,' 1 , , • I \ ., \ . .\ •• I , _ , , ,/ ,I , /II I'1If l ' I- - I' -. , \, , `\ `�• r , , t , ! ,+ ; I { ,, I•�11 I 1 • • ".• • -/ I ` \ ♦ 1 ` • k:C ` II 1111-/ �il..� I 1 1 11' 111' , I -7-/• /•1,:,• 4, i I,1'I ') ,111 i1,,1+' )r_ i/II -♦`. }• .II I I.1• 1 1 it '. , 1 , 5 625 SF STOCKPILE ,,,,‘ 1iJ 1 1 1 • ♦ • Iltr441113111 1• '.-.' %II�rIRL-i / ' Ili -i1 —,c4-11( ` '-N ` • . Y wfC d ' I le J ' f , f 1 I 1 II i fret kit 1 1 ' I r •' / / 1 i ',-- - - -__ 1 • . - , r •. - _ - • -• , / / • '� _ - _ � J ♦ - I 1 \ ` 1 • , ' -� \ \ • ,. , ' ! /'' '/ ".....114c..4.: ///., : • .'` `_ `. \ _ . v �' ` '� , , / , ' / .,/ ''• , l • t ` ' •- --, I I \ I ♦ , „ •, �, ' ( , �. l . je- - i' • / 7• Il 1, J/ -, ' 'Z. •` , ` . �\• 1 ♦ • ' _ ../ ,:♦ ' • . . \ , 1 , - \ • •iI• �/ •, ,/J+ 1,+I /I Iif, •I If , I\ ,\•♦`\` \'. I''I M1, 1 11 ' •'I ' III I '\\\♦\\\1' \: I- ' 1' '. -//- •1''l _-- _, --'--- ,t'/,/t/�lr'fllt,t,\\. •-•.`•\\ •, .\ -' `.\` 1\` , - ,' 1 / 1 /,` '\,♦1\`\ \ •., 1 x,1,'/1 • C. ,�\\ ) ,c • \• ,. •_ , 1 111 /ttt/, J •._ • I ; • • 1 \, • ` , I , • , _ I / J'. • _ ' _ - • • I r , • II 1 I ` \ \ • ♦\ ,-�• \ J I. w.` - ', ` , l r I I I , ! ! I / I // \ I . • I r , I I , - - - I ` I . ♦\ • • \ ♦ - - 1 -f .. • -'•'-.-----.,' I;;I IIII,,IrI II ,r;� ', ,•,\•- I Ili , l,/ /-,' ,,- . t1 ,I,�l//\ \. ,,-: \`; �\`-- ••'!I - - / '1111,, :'j111//�-',` 1 • 1 1 • I 1 1 ^ \` '• '1 / e • •, •�,..___ if . ' - • ' \ 17. '_ -� y� irt I• -d • �- i%C y- -u y-r�.x - / 1 ` . I .... ` l I o. 61I 1111114 t• Ili' ` it I l 11 t`\,,\• ; ` `• I ; , 1 I ', r \ • ' I 1 it ot •.\\• ,,' •• I 11.\,•\,•...\\ • `' - •`•• It•1 '\• ', 1r ` , I / �' '' , •♦- • 111•\\\\�'\\' - I ..\ I JL ` r i ' 11•`1. Ill 't'.. `'I'.'',-1. - - -rI ,,`1•,„V.\, ▪ `\r ,t•:l/, Ir Ir r/ • V.I.. ,tl /11•• r lo , • l I ' 11 ti -. 1 • , 1 • ` •\ • • . 1 1 r / • %.• 1 1 \ \,\\``,\a`` - \ ?S,I ' , - ,/ J,')I• 1J 378LFOFSILT FENCE / I. • • / / • ' , J 1 / .0 \ -I tI • 1 • • J • I- •` f -fir N1 • � �'_\7 •� %_ • • I' ,� Y Y �\c • C • 1 ♦ I• • I • • 1 :I 1 fr , 1 , '1 ` tit •) ,,,, -41/44744.14.4 ! • \\1 111 t,tt•`�. `. I I• ,1\1\`•'-\\••••/'7%'' I.. is • 1 \ , .• S . ••,. •!r, she, I 225LF OF SILT FENCE ▪ 1-,-1 Ste• .% ,,.J--,`—\i r f I , I —ws-w— �"^'` TT1' ��.t- 225LF OF SILT FENCE • \ ' .,• M 1 '• , • 1 • , 1,14 ,, 1 r •- \I" I 200 LF OF SILT FENCE T43 • J • ._._k • r -Y- • • I •\ 1 • , 1 • 140 LF OF SILT FENCE • •1 • C 1, - • ,,• • / • • • ` \ I Pr Rp I I I•• 1' I• - • '• -, ll 1 , 1 ... ,l , •' I•' / 1 , ` ' 1 ,, , 1 ' ' 1 1 • , I1 , , 111 11 - I I I I , •• • I I 1(,' ` • 1 I, I I' • ' a h , 1 P 1 • t I 1 I 1 14 di I ' , ,r_ L • I }` 1 0 , • • • • , tt \ _ ) I 1 • f 1 I I ' , "• I , • I .J • • , • / al 4. 1 , - • ` '2 1 / I `l I I , / 2\• • a \ .1 ' I I • • , 1 • I I t _ ` • __ ,-., • I` ' \ ti • • \\ ,• I I i w l •. \ I 1.\ •• •. , J yam_ _`max----sx y 4.91 • r I .I 1 I • '• • ,1 • • \ • • 'I' i ' I ,` • I. ) • • • lc I 5,625 SF STOCKPILE • • • \ , I I , , _ — - - ▪ ▪ - i - 1 \ `, r ','•,,4 • we • • • Mir OF SILT FENCE I 444. • CONSTRUCTION %, • • 111\\• ,2, —''•• —,—J. —_'.\1 Ill I ' •1' I •1 '1 •—�/'%•-� \tl1t\1' -/rd. F. 1 •`\ • \•1 `• ' tit• \\ •♦ • •`�1 J',/ 111 f,I 1 r a • i 1 t r• r. • I • ` \ t 1 I ! I „ • I .4 I• ••r • •, - - .•\ • ` _ _ - , , • , I \ , r \ / 11 / • —• • - \ • • •• • , • • • \ 1 1, N • — - \ \ • `1 \ t 1/44 • • • • • • • • • • • ' r ROAD 16\ cr•ROA 0 W1 • ROAD ROAD T\ YARD ROAD 0.'1 ROAD Pt. • \ROAD R KLY MAP ROAD • JA r.1 • • LTERNATE T•LINE OPTION A2 A SCALE 1":200. 200' 400' • Al NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SVVMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING. MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3:1 H:V REQUIRE SLOPE STABILIZATION PER PROJECT SWMP. 2 ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS, WHICH MAY CONSIST OF STRAW WADDLES. SILT FENCE, AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD. - EXISTING LEGEND OFILIa OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE co RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET 910 UGC -38- LOW WATER CROSSING POTENTIAL CULVERT PROPOSED 1' CONTOUR COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 TURBINE ID 4734460 Pages: 31 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III Plank till O ow • oto Theo Li ti TY rid, 63 11. sg at cg ct O sg O 08/18/2021 47936 PANORAMA WIND REVISIONS irdtOtst la VIM SEDIMENT AND EROSION CONTROL SEE SHEET C2.07 _' / • • `1/ • ` •. •., • I1` I I , . I • ; '' ` I•,• ' • .• t. 1 • . f ` __ 1 /_ � "12 ` F', / / ,, 285LF OF •` � s l SILT FENCE - ' ,1% 110LF OF SILT FENCE / i 11 , , • • 1 I1 i \; \ I, - 1 I 1 1 1 I,a. 1 '1 54.l ' .) \ • I •1 \ 11 ' , 11 I 1 • I • N • ' 1 • ,1 . • , '1Y I I 1 '\' J I. + , 1 , N 1 ' • 1• t • - ,1/4 L,UNS 1 RUCTION 6 - -. ENTRANCE I►li r \ © ♦ - ,, 1' 1" / , - - _, 4 • -1 ,\ • t > - ..I ` J H• /c aa r • IN N. I •/• • ' • 1kit • , �J , \ ',et"; : , / ;, l /I \ it 4 a I 225LF OF SILT 1 1 ,1 I / FENCE . f\ S 1 \ , ' I I/ • • / , i I tl ‘ i ill .rld :: 111;1: :;:li; ...—. _ • ,...." ' ' ... r r, \ ` --\ \ 1 I , , ! 1 /'/ /, . — �. •_ `— -".- - I / /�S' • \ 1^- J 1111\, I\•' t rl I /"1 1///,//'i "`_; \,\."`\�\ , / !, l 1• ` -, I I\'• 11\+,,\ ` , I • CI r, l,/ ! // \`�•�\�.;` \� ,.535LF OF SILT FENCE \ • :/{ \ 1 • ' \ `, '\\\`' ,111 111'/,, III ,' 1•‘••••• \,\ �— _/ ,/./r. _ 1� • 1 II \• `••\.. '••'- 1 '�.\1\ •1• ,I',Itl l''I,f 111'r l ,\'-•♦.\ -� ~' 1 //111 J ' \ ` �♦ 1 '•I I ' 1 I III I Itl 1\` I \ \, _ - - - -, • % \ \ - • 1 • I r ' 1 1 \ 1 lits11 • ` ` • v •• %\` 111, \\,.� \\ \ r • \` ' \ \\\\\\\11\ - / I 1 1,• ♦s \1\\s, 11, \ • 1 I X7`61 \ • I , • • I • • l N. t • r 1 ' I •• - ' ' . 1 I k▪ . t 1 - ` -, ',11'111'' ' ' III'•/ / l //l/ - 11 ' 1 { :: 11 , \ '. I S. , _ I I , � —I ;:iii, I' ;1 I' J \ l - , , / -' - - - - . - . re 11 1 . ♦ \ \ I /l % — I I I 1 , , / w•- - _ . I , I1I'll:`'\',1 \r•♦ ',` ,,,, I'/,/ ,1'1 `,I\•1\ rl/,'-�'' 1 lIII (f I:, • \ \'• Y_ I.• • ' _ - 1 r l ` ' 1111,1, 1 1 ` \ \ \ • I , • ' r / / l ./' - I J1 • III ,ir1 ` \ \ - \ 11, I ` 11 1 , - \ ,. ' / ' / / rt. , • • In - I t X11. ,• I j ` 4I • Ili \ \ ' / 1,',,,, , I I I ` J 1 '�I ' , 1 , 111 111, , , I ` 1 I \ , , . \ .1 :a• ::(1-.". _ 1 / r f t it II.1 \11 , I _ __,_• ..I 1 1 l\ 1 I r, I r I - ♦ / I Il \ ` 1 5 • \ ' / -,_%I, IJlIl, t,; • ` "---''',' ' 'I'' \•'1t`'\\11 1\ •i -; ' - .0I - \.•N %• • t' I I. 1 S 1 \' 1 , , , -- 1 , , 1 I 11 1 1 11' \ \\ 1 i •.. - - ` `_. `' • f ` `\ ,•,` ' • • \I 1.520 SF OF EMBANKE▪ MENT STABILIZATION , ', ' / r t I •1111 1 1\ I` /I • \ I \ ` , `� I ` • (SEE BANK STABILIZATION NOTES ON , - • + 1 1 ,1 1 ' • •`r \ \ / • , SHEET C1.05) , I , 1 ' I . `' I, — I • I • • I \ , - - ' I 1. 1 I\ I 1 III ``I \11'\ \ , 'Ill ,•,,. r \ 1 • \ , ,' I 1 \ • 1 1 11 , I , , \ / t 11 I I I , 225LF OF SILT FENCE 5.625 SF STOCKPILE • , 1 • • 1 1 - , I 1 • • •• I 1 1 , 1 T60 1 ' • • \• • `• • , • • • • I \ \ • • \. • • • • • 1 1 • • 5 • • • _ I- v 1 -. \ - • r I , ,' lf. 1• - - I • i. - - - .rII :^ ROAD E .. OF SILT FENCE • „ - - ' - - • • • • `. CONSTRUCTION 6 ' 1I t I'\ 1 I I ' , _-...../„.„_.- • `\�� i �� . �+ RI 11 1[[pLI ENTRANCE51. , 1•\` , i / `1r'- \ •\ �\!\..� ♦ %. ` \ / `• I •'\,',11'111 ! / - C. • -. \ \\ •`�'1?"lir' ,� y�1J ,\�,, Ir /,r,IlI / /▪ , JI /\V�D'D-\``�% \��.��.•`YI,,',l;!/,;,r/1,r 111I', ,I- roc 0 • t 1 il il `��• Y1` 545LF OF SILT FENCE `' -\; • \ IUF'1 \ ,1r. , •'1``1I 11III ,I1( .J, • , • \\�'/.\♦• • v - �\\\• \•\,\`\ •-' r ( , ) / ♦ I 1\•\`,`\,11`111 \ 1 I , ,1 I. / _ _ .0 1, t 1 1 I I. - ` \,\I+ I • \\'•\\\•\•\\.•1`11 I , I ,. J 1 Jl, '1\,I,ItI ,,,‘tl l,/ \., '- \' \; �,! y \; ,,\\,\„\,, ,,,,,\.. ' I' / ' - r 1 1 I, _', ,/11 '1\1 I„ I ,• ' , ,: • SEE SHEET C2.10 KE_ YMAF' • ROAD D 7 ,\ lfDAi t ROAD 1N\ ._5ROAD Wt • y ROAD is...a a a/ --ROAD V LOWDOWN • r / YARD ROAD T • /f/ ROADS \ ROAD LI'i�0'DL ROAD N' \�• t --ROAD J "ROAD M I 1\R • ROAD o—i ROAD Pte► DAD K • ROAD Rte • /. r • `ROAD • \ ROAD R ROAD • 7 r -ROAD 01 I ROAON A2 i' ***ROAD B DAD I • OAD C s.r\• ' `ROAD F ROAD Ht --#.4 ROAD H ALTERNATE T -LINE OPTION 0 NAD83/CO83-NF SCAT F 1•':200' a \ROAD Al \ROAD A 200' 400' NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SWAP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING, MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3:1 H:V REQUIRE SLOPE STABILIZATION PER PROJECT SWAP. ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS, WHICH MAY CONSIST OF STRAW WADDLES, SILT FENCE, AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD. EXISTING LEGEND /1//1 • • • I - . - - --J --- I. alt - r�'I OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE nv - -.••- - - DIVERSION DITCH ® SILT FENCE OUTLET 0 P°og o°7328°:_9 LOW WATER CROSSING PIIMM4 C-XX POTENTIAL CULVERT 910 PROPOSED 1' CONTOUR — UGC -IA UGC -1A - COLLECTION LINE 1A - - UGC • 18 UGC 1 B COLLECTION LINE 1B — UGC-2A UGC 2A— COLLECTION LINE 2A —UGC-2B UGC 28— COLLECTION LINE 28 - UGC 3A UGC -3A- COLLECTION LINE 3A —UGC -38 UGC -3B-- COLLECTION LINE 3B rn TURBINE ID — 0111. — imospoSamoposinsaisrobitell i IIdI1�lfdli�ii{llfalilfllih1l� SF 4734460 Pages: 32 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder. Weld County CO Bill I, . E -t 13 oc �E OII, • 0 L c ; 3 O<ri a ; h a • 0 op,: g • S r- W W n, Wu eN ₹2 �o\ OSS p O Vl'� •, ry 5 0 O 04 Ca • R Q is. 4 W I►1 CONSTRUCTORS ,r ••,rl� z 2 O a 06/18/2021 Lp; EC/'I.I.EIO 47938 Fc; ELt I, sue PANORAMA WIND M TREW / L. MARTINEZ *Int •.! r,P A.d JY\.e". It a,. ••.• ...SA w• 9"R54, c, 114.11)1* OP OUP .4 :,141 p. capita/AO -•*8%•18 .. p.a 4n.11. 'turf's. •,/ SIYM. *445,-.,. • luso. Ina eel M,f•at t,a,Mrrab,,. o saes; rev LL"tP,J Ln ftM p ...Pa., IV n • .,•E. ...- I + 118/80C,•-• ..Id C W REVISIONS M.•OU•• flplr Or. • Y.7J 1 10-40 ' J1111ty VC l': N11L'Ill. aaxis N. PC C•1MFI I' SEDIMENT AND EROSION CONTROL 1--200 `! f • •ISII ,. C2.06 • • SEE SHEET C2.08 • • • • / J , 1 JULE OF SILT FENCE • / ,-- 7,..,.-- -� 1 - I J / 1 /i 1 / I • " +1, •/u r - 540 SF OF EMBANKEMENT STABILIZATION , (SEE BANK STABILIZATION NOTES ON SHEET C1.05) , \ ♦ _ _ . t _ _ . / /r , , / • / / .C , 111 ♦ 1 , , - 1 / / /I r I ' I. I , • DV 45515 OF SILT FENCE . _ ,- — • —� \ `L 130LF OF SILT FENCE t 1 I • l - 0 VIV • • \ ' N O01\ ` I 210LF OF SI:I FENCE =i l'��• 11v\ ��! /1 'c\ trk r 1 ro y • \CA ry • J I • r , r, • , , /, r 1 t 4.- • !'\ 1 ' I. / •--'/ / 110LFOF ' •SILT FENCE '• / a /• ,t _ i • - - ` • i , . • -' f, ,I .- 40. J /•• r / ' ♦ /.. I I — . • t` — -.I w. J / . / . ' • • \ 1 — — . - — — , • \ I , I - `, — I — ♦ I ♦ 1 V • \ • \ ' / • / '- I 1 I l _ _ e ` 1 I �- •- \ 1I 1 ` — \ 1\ ' I 1 1 I i I I 1 . % / 1 I '� 1 1 / I ,. 1 I I •' 1 ' I el 'I11 r • I / / I r ' '- \ It 4 I. , "I% JI ....% \ , ,` • I I • it r • _ , - ' N. r:%),• • • , , • • r r ./ /• 285LF OF SILT FENCE -oa" t•- - e • f • ' _ %Or I J , i 41/ to .0• ' • ✓ U I♦• • / 1 I 1 1' • • I r JI / . • c , .• I r 1 I \ • I _ n II I`. ♦ t I t♦ I , • / I I t '• 1,1 • ' ' , • . ,/ • /J�^yl • r • I I . • • - t1 1\ • I • .It II • I.• • 1 ••.II %v . • te •l. I • • I • I r •4 1' I • r 1 M • 1' -. • ' • — • / • ( rif Ito! lir/ .....: • :T. . i ' ' • • • • j‘littlii tit:ilia:it ill v.:, iiiIIII:::1101:;):(iiilolif Ii iril k I II I ji loil iii :ill iiiii : I l' .1 s: /r.li : I ' e f ,.• • . . • . .6 ‘ .‘". ' % .. . 4 . ta `ear • • • , I , , r / / 4.44 / • , / • / ♦ - / , • / • • , / r , ♦ f , 1 1 , , • I • / , • • • • • • I / , . 1 • S. ! I I 111/4 1 11) 1% 1' 1111 r ' 11 1, , • ... #1:11:111:111 - I- - a , 1 , ,'1'I , • , II /rI '/,, . ,r 11 r Ir ,♦,1 I "if •' 'ie - - . . \ - \`\ . , /♦ , _ /' —llill a. • ' ' '/ ,l,1,1 • -./.7:11•01:1, ! / r, r , 1 r rel 1 • ;\ ' ,r'/I/• '/Ir/1, /,,rl;_II ,'t/r, +, ,, I I I , r/` 1 `.-- N. __/ ` /I,• /' �• '._ �; / J r, / / I / , f it l t — / / I I I I 1 \ 1 \ t II I , •. ` /1 ,_ , , ' ' '� //I //+ 111„ 1 11'I \.♦♦ 1 ' \ ` �— ' / ',�''—• ., ',!/ / •tIS/ , I /• / I ♦ , •i : JL1 ' I I / , l \ I I` 1 ` I ,' 1 r' '' - / - / • , / . /, . i ' r , I /' , J r l // I • I I , I•I 1 1 ( 1 , 1 t ♦ \ 1 ` `I l 1 , ♦ , , 1 I ,• , , , _ , / • .0„.• , ; i'% . r :. 'I fl " I , ,o 1 , , ,/ / I , , 1 tit { , . \ t \ I I 1 r l 1 , , r ' „ / ' , , ' ' r/• ' : ' • i tc /,+! 1 1\1 .� 111 / 1• f / o I r/, 1,{I 1 / 1 1 , \ `\ \ 1 \ 111 I 11111 `1 'I \ ,// ':. '' ♦, 1''/i„'� r• • �- ! / /,I,l �,_ ,, ,\,,\1• • ,\, — ,r ', ,,/ ,1 ,15' _ ... - / .' ' : / I f ' '`_ ` • I\♦ \ \ ♦ :11:.::1 `1 -- • 1 \ 1,:",..1\:;:11114;:::11.:_..‘ . _.`\\,:\;`\ 1\ . %•% - \ ♦ • \ ♦\ ,\ \ t ,\ • . \ • ••.\.,., ',\;; - • .% :-t( , r , , ` �`, 11`‘•::•:::::•;:•::.:‘•:‘::::::°.',..1-1: ,1 \,..\ �� 1`; �. ,�\ t • - 1 .`1 •, •� A , I •\ 1 \ ♦ ., \` \ .`" _ 1 \ - ` ` \ / ._ ♦ % `\ ` • `• - " `% 00,,` • 1 ♦• \ \. -• • • \ I ,•\ I ‘• ♦ \•♦ -`\ • `• ••• \,- ' - • 1111\1 I \ S. ` ♦ , \ _ , \ L ` • - ` - �. ♦ - - 1 1 1 ♦ l '( - `,-, ,-,•�'� \ `.`111'1 \ ID ,• ' I k \-- ti ♦,I'\- \ S. .• 11`l\\` f ,, S v ` 1 - ` ; \11 ` ,. ♦�, \ \ 1` •\ \ k` • I 1it: + , • \ , j ~ \ \ ` • ` •1 _ I , \ . 1 (+ / r • I ` ` ` I ' I ' • \ ,cr s I. ' , I / , , 1 rt I I 1I'/r, , ...r 111 1 I • , 1 r r• , r I 1J • f- , 11 •' r I / die I A. - I • -�--x . I ' rI 1\ • - * -- J`• rope J�• II• • I • / • , , • \ • • • ▪ • SEE SHEET C2.10 SEE SHEET C2.06 ROAD NI\ 1,0410A0 WI • LAYDOWN / • ROAD T\ YARD ROAD At\A ROAD 0--1 'ROAD K ROAD VI • ROAD NROAD fir 'WOAD R KEY MAP • ROAD v•ROAD ,r a. • • A • ROAD NY'll \ROAD Pi ALTERNATE T -LINE OPTION NAD83ICO83-NF SCALE 1 =200 200' 400 Al NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SWMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING. MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3:1 H•V REQUIRE SLOPE STABILIZATION PER PROJECT 2 ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS, WHICH MAY CONSIST OF STRAW WADDLES. SILT FENCE, AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD. one — OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET Ilumma -UGC-2A 910 C-XX uGC 1B UGC -2A UGC- 2B - LOW WATER CROSSING POTENTIAL CULVERT PROPOSED 1' CONTOUR COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 3B TURBINE ID 4734460 Pages: 33 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO sin eat?: O 411i O CONSTRUCTORS OO O 0811812021 -II: .4 CT IPAItIll 47936 PANORAMAWIND REVISIONS . minx'', IA Aritstrloh SEDIMENT AND EROSION CONTROL I I I Fa rtell Asia I It WI 13/4A1.1 10104i !PI 1,1 hi ilk II I III KEYMAP SEE SHEET C2.09 ,•11I L 4 I 11) I I /' • /ar ride 1 r/ 1 I , / 1 • I i /, 1 I 1 1 1 1 1 4 l . '/ I I 11 \ / 1 \ \ 1 ` ; 1 II , • l \ • , • N. \ \ , •_ \ • •. ,\ J r• I, r , , • , , • • _ , , \',•, • , I \ - . r;11 . lid I r I • 1 / • , 5 , •"I • •• • • • • • i,. J J \ • • t O , - ..- - : •7•J:.'iLe. .•es r‘ •▪ -• 1 an • r I ▪ • • •• ♦ \ • _ •. \ - _ - , _ , \ \ 1 I 1 ♦ _ ) ` \ 1 1 • . • 111 1 1 ; 1 \ +1 \• INN, , ) 1 1 ; ` ` 1 1 1 1 ` ` - ; ti \_ `. \ ` r ) \ 1 I \ 1\\\\_--`\\\\`\\\`\\ \, `▪ ,,\`\,\111 `•;�., - \ . ♦ \ \ ` •• ` I L I • _ •_ • ` , ` \\ \ \\ 11\1 \ \-`\1\ ,1,1 it ♦\ , • • I •rI.41\1\`, -_II _I 1141, 11 s......„ , _\\1, 1 I•I`• 1 141, I/ !' 11`♦` �`�� III II ,1\` .`\ • `\\`,• •`� • I. 1 1 1 ` ♦ \ • - t • / • ` 3/4 ) ` • EMBANKEMENT ' STABILIZATION (SEE BANK STABILIZATION NOTES ON SHEET C 1.051 s , 1 / '• ` 1 '. 4 4-1 \ \ 1 • ` N'• - • C I / \ \♦, \ r%'' � .1/21 \ \• • • • 1„1',Lb I\, • 1•\` ` .4 1 , Irl1 I I\,\\ l G \ 1 • II 1 • �'�Y3.\ \ 5 1 . • 1 5 II 1 ' 1, I ,1 \ \ , ,1 \, \I1, ,11111' I - • \ , •, 1 1 \ \ \ ,1111 „%. \ - • \ 1 I, \ '1 \ • ♦ 1 1 I x1114 I: `\`\„1 ` ` , . 5• '� 1 Ii I /' . ` - •- / -�. I 1,11 ,\\., as. I I ' ,' f / / i • • I -• / \ / . ' - / _ _ •/•1,1 .``-_- - / \ \ • _ - '/'- - e• - - • J' ' -•• - - _�, `, - :-.....a4.- _fir .....17P -171.00.4a::. " • _ ♦ ▪ _`_ _ _ �� '- ,/ - ` - - r ) I • ' I • f 4 1 • ', \ I I ` \ I 14 1 I 1 1 , 1 r • • • -�' / . • • • - • - _ •� .� - -. • •• , 1 r `I' - - • I , - ` ' 1/ \ I r , a▪ . •••. '` _ •' / • c 1''. • \ — �- 1 1 • • .. • yea tit, 1 5 , . —1•- 1 1 _ \ �, I J _• - 1 • / . , • • r ` '//t -- �, /�_�•_ 'r•--• `�,\\ I, 1 •1, , \ .�. •1• "� Lam._ • r II, ,// • /I, iJi-/II /// - _ - 1,111+\\`'\`111111)`\ _ ' ~'`.„•,, •�♦ Y� ` ` II i • �/ ./�.. — • •I, / / — _ 1 \1 \ \ ♦ 111 1, ♦ ♦ `- ` .•��i / = • , \1' • • %•_ ` .. l ' / ,II ,'_ i '� • ...••••,. • ▪ �. ,-_\• \ • `, • ,\1`1 .� I, `' 1111 11 ' ' • ' r r , 1% I - • '/ r _ - ` , ,\Z , \ . `V , ♦ . r `, 1 , \ l t , \ ,/ 4 , • , 1 I 1 `I,/ •/ ./•- �I'l 14\•1\` lI-'/I.• - „�\,.. \�. \\'•1 r, `I'' ✓I,/ ,) ♦ '//r• I, Ir1111 , ' , • r f M\ ( • 1 , , / I � _ `` , . ,•\ ` \ \ .• 1 1 , I I ' 1 1 1 , ` r• • J. J '.,/. / ': f- - 4i 11,411111II1r .`\I\�,. \\;\` "�`;;I\`\ • •\ .\ • •,`\'- dr 11 • 11. ,\ \ �. '- • /,.- '/!/' 11114/111 1,,;1\\\I`\+,•\,\,\\\\•,\`,+•\\\�▪ , \• `• I-. ice,' '- 1' - ,`� %,�/,)!/ 11 \ 1111,;• 1\\\%1,�,,•.\\%'•` ,.,\\' .•-+\ '` /�I r r. ,/�,,,.-•/•//I/-/ 1 �'•\\`\- \`� `z. `'�\`\♦`` 1 N. ) /1111 • • i / - .� — .' ' r I •... �� •. �/ l `-' \ -..\, O.,11:11::: \ \, 1 1, , 5 ) 1 r r /. / r-' -11411 '-� / /'/-• ' 1 I / • f III,/i/// r / / //I I,' 4 , I � 1 -3, 1 4 _ • 1 • I I • 1 I /. I I I II /' •' Is Y ) / • ', I I , /, • 7201FOFSILTFENCE ', 1 , 4 1 ,', //. /• I , �Y► • 1 ' 4 I, ,1 4' •.. \ , , , 1 , r i 5 , „l, , I ,. `. / • • , ` , 1 1 1 14 1 1/ r I , 1 • • / le I el I ; , ▪ , 1141,11(♦, 1• , ' , 1 I , • 1 1 I /• • I / 1 - , / , '/ , / I• ', , '1 l - - ' t" • • ,'/ o • ' / , / • I,1 ( • 1/4 • • )44 /• • ) • • • 1/4 I • • • • • • • • • • • • • • • • • • • • Lu Lu • / • LLI LA YDOINN YARD • • 'ROAD it • A • • "ROAD F LTERNATE LUNE OPTION SCALE 1 a200 • 200' 400 NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SWMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING. MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3 1 H V REQUIRE SLOPE STABILIZATION PER PROJECT A SAN P. ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS, WHICH MAY CONSIST OF STRAW WADDLES, SILT FENCE, AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD • • v AO OAP - EXISTING LEGEND OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND UMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET LOW WATER CROSSING "MOM C4X POTENTIAL CULVERT 910 PROPOSED 1' CONTOUR es COLLECTION LINE IA COLLECTION LINE I B COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 3B TURBINE ID 4734460 Pages: 34 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO I I VII 11141NA hI k I MY: ISAllit 114 III I cc k 28. • O 54 lii CONSTRUCTORS O 47936 PANORMIA WINO REVISIONS • SEDIMENT AND EROSION CONTROL 1 200 C2.08 / / • I I / __ , ../Z/ ////l/X2//7 /4////,///44(/_%/4.4<_://444/-/__</,47d,r44-zzz-zd..4--- - -__<.(t_4s.zeir.<_‘, iLf II - / I 44 • I --.1;,,111. . I ' / / -- ' ' .i I •' l , �/ Itr '/ •^ 14 1 1 i _ • \ i• , ` i• i ( , , + ` •,,,,, 1 \ , _ `,� - - -' ` (1' I ' 1 i 1 1j(( l • It i LI i1 • •l \ .. it) 1 I \ - � `. .`` 4 ~..`.. .-. .`J ' , ` , _` ♦\•\\r .'---i,,--�1 Ii I•Ir 1O� •t) \ ', 1\I\` \ 1 �, I ,—_~� — _ . - + , 1 , , , ' f . I -: ,". — ` ' , ' , I , ` , . 777[[[ / 1 ` J ' " , , _ - 1- - ` •` `1 , •\ ' t \ .I !'III'- _ I - \ \ 1 r , I �. 1 1 1 + , f r I •1 / ,• Ta 1 �. t 1 • IZ • ' �.`'„ ' N' ' '' x 1 t 1 \ -• \ - 1 ‘. - I' )\\ .4 t1 'I n J to I • „\ ) \ - ' 1 �•.• •- 910 SF OF EMBANKEMENT STABILIZATION (SEE BANK STABILIZATION NOTES ON , SHEET C1.05) •, J. \ • • I. �. ` ♦ 1 • i iS I• ( — / • \ /, I / \\ tI 1 \ • , • • • I , I . `• i /'' .', ` 1 ' ! ' I - — • ,• / ( I. ~ ,• ` ' \ _ , I I1 I I I , ; I ,I /f r, /, - - - --..s � ' , () . ` ti I` f I// , I, - r. I`\ -II . ♦ (I, f 11I//, \ / / , / -• 1 11 1 ` r . \ 1 1 ff I • I , oI I r t \ I r r - I I ' .t.0 I I/ , I r'•• I \ I I I !III I •• + r „ + -C`I \1r�.J ,.'r-I','I// 11.I ','I'//'ll I'' r e'•/ I I I„ • -t. ` I 11 J. r 1• ;I ♦.,, ' I'I• f l/11111l% or r• /rI ,' 9 , 1 \v �_--'-�"' •I• \11-, 'II II ,•-, .. ,. _,I' / . If ,' 1 ,' /nr'I!'1111 '/,I 1 • ' I _ I'_ • ` ♦ , \ ` -/ ,_, , lI, ' I 1 I •� \ I �- /� \ r / •.'\ / I , •„ , �/ •/ I _ \- __ _ I i - \ 1 N. 1 \ \, \ \ X'- - - -- ._--'�• ♦ `♦`_ • 'II J-, `'f, - \ l / ' / r , , • , \‘ ` Ir ' • -/ -- , -/\. `� '' � 4 I -'-•I._,,i_1. - I -, /\ • J I ,�- . •' ,.. , ,, \ • I, .! ,' -- -_•- -- \ a �',` `{1\ - -� • C. \ I _ - •/, f. \`\,1 r , / I r I `f I r_ ..... , r I • ,r../.l ♦ , , /, _ - _ \ \ , 11 %%1I •.. - - ` �.\• 1:::::::::-.... ' /al:: I I \I ♦ 1 1 , 1 ♦ 1 `' / /5 '(\P �`. \ .1 �.• ,• 11(� I _ -\\ -/ , •� `,1 ` \ , ♦ , 1, ,I , , b, 'r J , 14. %I \,,.• 1 ,, `..,,/-,\`% , \• I% 1`1 ,1)\,I 1 1` �_I\` //rI ' \ti �`� ` 1�\\\, I II _ . • • •\\ �•\,,+, I ` ' - , '.+/ \, ` ` - . _ I '1 • • \,.\, 111111`IjI'`^'\; {\ "/I!, _ \ \�, o f / ` ,l 1 1 1 ,_- '- J!. ; _ .. -. . itn ,\ ,, . ♦\t`„\ , I 1\1` ` `` `\ ' , I IlI1 .\ .` - I1 11 1 1 1 III _ - \ \ \\ -,',1 , - . / , - _ I 1, 'r - r Ir - - _ • 11, , `,`I�,,`` , �'♦ ♦ `I 1I I !,`;= ♦ \1 t,,,`V( III I, ♦,. '`.•.. ``' ,i.I •—J -Jf 1 I 1 I/ . / /'' / , „ ^, , —�J:. ` _ — — . / I .� •/ • ''I'„� 1`\1 I/\♦`` -'�\\ 11/ 11 //` ��1-\ill�lll''IIl1f! •, ```,\`,-I'J-`\r--`I'll•_/- /r •i�r--��\__--`J• es .44 `Ih `\--```'•\\ /Ilr/� :«"\////,lllJtlll, \ \--•'�/ \• �.��,' 'rf r' Jr `��__='r .....\\\`, 11 I . •-•``'I `- -I//I ' 1It \`r ` •'III / / r• _ �` ._ , - • • dr 1/4 • .:„„,........ Ir , \' 1l,\ \1 I , I S L J- 1.r r 1 rII I `\',11..-'-' r I1 / Ir f�l ` ♦ \ ` =_ --•�.�_ f\I III 11 '� ♦♦ , ' I , 'I - C • `:::_...._1.r.rar._...._a__:::---1-t-•#1:1:- 5.-.., _ice\ -L - • 1 1 \ ' \• - •' • 11 \ \P , 1 Ica �" I ••. _ / • t I , J �\\,\ 1 -' 1 ♦ - - lif I %• • ( J1 ' / ' ' 1 I , , 1 , I \ ` \ %` . V. . I _ J - , ` 1. • , �'I ^•- - - .. . . ` r r `- Y- w f' V _ - I / ,` , f ' f . , `•• 1 '-/ , I I I I . ,I/,' a 1/ I -' , I ♦ "` `\\♦ I , /f ^ / i • ' `1". - '" - • .... .^• . / - i , /,^ - • ' I n ". ,, - \ ` / 1'' ,j 1 f (• 4 1 I • -5 J, 1• I )•\ .14 \ I I • • I oa • I • / 1 " • 1 ��• �C , \ \ • , i I • • • • . 4 • / • • • 1 I • Ir1 \,. • ( , •. / , , J '' '� W t , J w r• 0 / I I it ' (A /•J J , I ! i r I 1S1 • )r r i i ; , I / �' _ r • / ' , . 1 f/ I'r/,'/, / /l\\% \`, \\`\ J- - - , l ` '- , - i� '1 . •-•:_s_ •` "-"--��- - - - - - - - ' '/ / ` ` \ \ ` '•�I r ` ' . I , % ( Ir'r' I , ' / / I r, ( 1 \ \`I \ , , of - I, /died" '. i'/ , r'Q - "•••••••• `-= _-��_ .' .r�, r/ I�,\ `\ `` I I 1I_ • IJ Iir 111 , ♦ I/• - ' •�•' `.^ , 1 1 ♦ 1..' ,I I/ 117 / . /•I L / I i . I�• 1' 1�. -s *>..t \ 1 r , tI 4' • IJ \' / I, /, 1 / • / I !\ , • c `I.• • • I I • V T64 , • \ • , ?• T W SLOPES EXCEEDING 3 1 H V REQUIRE SLOPE STABILIZATION PER PROJECT ^ \,; ( SWIM P. 2 1 , 1 , • DO \ o U ROAD 10% _.110A0 Wt C ROAD U,. LAVDOWW KEYMAP r a. • ,,--ROAD D 11 • YtOAD 1 ` --ROAD D1 _r-ROADV IC YARD ROAD T\ • ROAD ��ROADLY4 OADI ROAD II-R1OAD.1 '*OADM .`' • ROAD Off. ROAD Ply "ROAD It • ROAD RI` .\ ROAD I `ROAD 0 r • \`ROAD R ROAO„, ' A2 1 'Neon) %1/4-IIQAO ROAD HI. ---1t %OADH ALTERNATE T•L1NE OPTION SCALE 1"-2011 I I 0 200' 400 Al NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SWMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING. MULCH AND/OR EROSION CONTROL BLANKETS. ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS. WHICH MAY CONSIST OF STRAW WADDLES, SILT FENCE. AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD. -, EXISTING LEGEND 4...Vz__zzz ! Z f i ---ore_--- --II-- —R-- IU - — Ott 1404 Or_ OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND I IIIII11IIltIIN111NN111UIIIII O s -.-•-••'o•o-o•d 910 LIMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET LOW WATER CROSSING POTENTIAL CULVERT PROPOSED 1' CONTOUR — UGC- IA - UGC -IA - COLLECTION LINE IA — UGC -19 --- UGC 19 - COLLECTION LINE 18 —UGC-2A UGC -2A— COLLECTION LINE 2A —UGC-2B UGC 2B— COLLECTION LINE 28 -UGC-3A-UGC-3A- COLLECTION LINE 3A —UGC-39 UGC -38--- COLLECTION LINE 3B n TURBINE ID 4734460 Pages: 35 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes; Clerk and Recorder; Weld County CO III AtIRiVI NC'tit1I Q W �y CONSTRUCTORS a Q'O 2 tte Qg z a I N. I•••. •,I •11.. W..•...•.• t• w'- -. .. A••••, 1.••••00, a OS alP N DS •M w n1.•Y•• n at. •. ••• 1,• IMO •.1 I..•.r Y •H • rn••. .^r1•. -v canes 14 '1111Y.Mt w..,•te« •a•'1• III 4 Mah^S. .y..4 ...en . •• I.•.MVCa1 .C.'+ REVISIONS . IM6f/'. J/ SA., • nit Y:':' .'IJr,i.pc dc••••••ii\ ; Er •••.2:• t r.•It. P*Pt PRY.• ',in y %Pry .\. •I w, .e 1r•s. SEDIMENT AND EROSION CONTROL I Scup 1n5' I,I}.1,•1 .• =200 02.09 \ -lL • x� .4 L - 1 C r -x._ x_--x-3.- i It I. t ti 1 • •, • • • • • 1 '1 • • • `-'.-• \ • \ 1\ • . • \ ` \• ., • C • • r \ • , • , ' I • 11 ` � I I ,,1 , f I' - , I I '/I I '',11x'' 1 / -%.„-. ,1 - • 1., _. 1 /, / '-, j' • -. • `•\• •.• • �•�• t. ,, - , I , I r I / , • _ • • .•\,'' ,l-. , '/ ,III,•�' .•\\.,.,\�. '/,' , ' ,•\.,; \ . �• \ • • --\\ • . - I . O '1 • ♦ • • 1 in r 13 - 'I \ -'1 r 5- ♦ • • fro SEE SHEET C2.07 1 f X • ,• v ti NN • \. • /•„. 1 / \ ♦ L. J/ • •/, r / 1 2.630 SF OF EMBANKEMENT STABILIZATION - -- (SEE BANK STABILIZATION NOTES ON SHEET C1.05) 1. .,///' - J • •+, \ \ • •1,;';rt.% - \Irlt,,'/ \\.,I1 _ ' I I ' •2 ,, 1 • 1 l_ - r 1 ' '/ " 't - 1,'', t/, �,.•' „1, '• --•• • , f , 1 \, 111 cote" , / , ' I I ', I / / \ • , - , _ J , 1 11, ' I , it 1 4.400 SF OF EMBANKEMENT STABILIZATION - / (SEE BANK STABILIZATION NOTES ON - ' SHEET C1.05) •• ' • It • r r I / It • 1 I •I•\ ' ' / \_ \ • 1 IIIt; I I • • • •• \ 1 1 I • Il I 1,1 • f /l� t{. 1""AI I I''•I I -,0, IH •1l•,l, Il • 1 • 620LF OF SILT FENCE • FENCE • 560LF OF SILT ♦ ✓ r / r 540LF OF SILT FENCE I 111 / - - 240LF OF ` SILT FENCE •� L • 1• .1 • i ' • - • 1 I • l , • .' II 1 , `‘...% I 1 x i/ /� 1 �• , • 1 , \• ‘Ner 1\' • r. /,, 57' i • ' • 1 • • ♦ • \ \‘::: , IN \ l 1,, /' ' - ` ` ' ' I , '• / 1 • - /1 •/ C:. /' • ,-1/....":::11::::11.:, : 11- i - . i:1 II li III,/ et I . 1,, ,i, .,:,:-.„ -;,,,,, '.,:„.:.,,',0,,-„.: - . : ,,,,.•,,, , ,7 - , , ...... . , i,i, ., ... • I .,•rli l'1 I I I11''' II/,t ,', .I11' `\,1 ' — 1,I',•II',i/"ll 111'.• l ' r .� �'r JI l 11 • r' I/ , , ,. 1 I•,, r l I • , • • I \ I - •\••,II _ -- / I l I 'ill ilia 'I" ' / I % 1 • ` I \ • • • l • \ 1 • • • ,♦ ` ' I r ." x/1 111 •l l I 1 ••-.. I` ' \`;\\ I • 111`I •111 , / !'I' f'I1, :1‘;‘f 1• .1\• \ • _ `` `, 1, ,11 1 \ , j x _ /" ,/. ,f, ,\� • �� ♦•�'\``'\\♦\%,•1:-.�, \\\\♦1 1�\,";-'-::-_‘•'5--,---- �:\`\_ ' ,`�/1111 1 , • 1. d = \ Ir/ '- � - ' I - ,e`1'1II\\\\\\\\• �;� `\,•\\� `}, I '%/Ill 1 /!_ • 1� `_ fI, f /t'I1�.�_i1 / ,Il\•\,`.\\ 1 111,/l�.•%//l/I•`IIt'/ \ ti_;1! - I/ I•, 1\ \• , `,\,,II I11\\\1. \\`` .•I. ',•-_ _... • _:.��, , 1 • \•`•, J%. - r_.+_1". +'/ l,. ,'- \\•1 \\,\'\\,l fg :I ....\\\• , • P '_• '• r ./ _ �'Y �=c - �_-:- _ - 1 , ,rI t 1 , .I1 , r, 111 I r 'I \ \� ` , - ��\ i ` /,$ - /,i =�• _�_.. _ -'-/// ' Il1 I f I ' 111,, ,1, ,,\ \\ 11•\\ytl , ..... ,- _ - / - / ` % ~ ! __ ` �- _ _/ 'Jl1 l l r , 1111 1 f 1 ', ` ••1^•!__. ._. `•-.-L _/"-�- :I__ -��\`..� __�� _lI-i t !I' 1111 , _,ll1`,\,,,.... _�/ . \., ♦ - _� _ _"- �- /� _�\ ../ III ., I 1 ' ' I I I I 1 ' ' / kill. l { I ; + I kj _ I- J _ -, - I, ' - / _ -• ' \• \ • 1 • 1 • • 1 1 t I f I / . . - f, / ' I r --• • • -' -- r , I, /' l , •1/ 1 / , i / ^ .1":%.... `-! Il. M\ ,,I11;Is \11,,\ I11 `` l4 I• I l` -—.11: — dri • ,` ' � 1 '', 1 ; 111 , . , �. /. 1 i C r I / - " - ._. �'-' ;' \,h:,l``l,',` .!; ' .: • • r _ t ' �+ ` . - • ' • 1 1111 II . �' •- _ ' - - - ' 1 I / Ill l " '� - - , • I #: • :‘ I: I : ': El. ' I III of. • \ \.077 I ••5 1 . \ I4 , 1 +1 ,`♦, • \• ' \l ` I•'r• 1l I r 1 • �',\, l 1 • -V I I I , 1 I ,•\ .-�./ \•\,I 1111 �, •\\\ \', • . �'• , • J • •• - , I • I \ \ ` • \ • , 1 \ , \ Ni ! 1 1 { ' ' I , 1` ♦ - , \ :::::-..:: 1 `' • \`♦� ♦��`!`\ l\I`j1l11ll ,, •` I •`11 - _` `\, \`,` • \1,,1,tir�,/ \\,, —:\\`•' _ ' /� \.•\ \ `% \ • 1 • • 11 • ,...•♦ \�. •I' \ \ \ • - , 1 ,• ' 1 ' • • \ l , \'+1`•111 \I • \ , \\\ \ \ \� • % 1 • : la ITI : 'il • ‘ • • • I ' _• • + , , / SEE SHEET C2.06 - -„•••i• •• • 7‘sii•: r •♦ I '' '111•*1 \ ` ,1, 1 1 -_ ' , 1 1 • • • • 1/4 • • dir 1/4 • • • • • SEE SHEET C2.11 • • ROAD • YARD ROAD T \ ROAD ROAD SNN. ROAD L ROAD • 6" -ROAD M ROAD • 'ROAD R KEYMAP • NROA t. • LTERNATE T.LINE OPTION MLA NADB3!CO83-NF SCALE 1 z200 200' 400 NOTE: SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY S1NMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING. MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3 1 H V REQUIRE SLOPE STABILIZATION PER PROJECT 2 ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS. WHICH MAY CONSIST OF STRAW WADDLES, SILT FENCE. AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD. EXISTING LEGEND - - - OUTSIDE OF PROJECT BOUNDARY WETLAAIDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE a-- 1=014 c-xX 910 UGC 3A UGC 3A TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET LOW WATER CROSSING POTENTIAL CULVERT PROPOSED I' CONTOUR COLLECTION LINE IA COLLECTION LINE I B COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 38 TURBINE ID 4734460 Pages : 07/12/2021 11:00 AM Carly Koppes, Clerk and 36 of 223 Recorder, Weld County , CO III KAMA think MEC % VINklikii 111111 O etc • lA 5- u. Oa r 06 4 CONSTRUCTORS O og 08 rI it' 410 47936 PANORAMA WIND fir 9. SO Ilear SEDIMENT AND EROSION CONTROL 1 =100 • • ' SILT F 'E / I ` . / -�- - / ' 'f w .:7.•_ - / _ - -. �i , SEE SHEET C2.10 •\•U+ ' • %.\• '{ •� :\`• •♦ S. •• • S. • • •` •,' /- _ '%'e• - • . I f '1 1111ti /''/- 11 1 I • .` _ ` J s • ► 4,/ I I ` . I I `' ` \ \ • 't, • \ \ t • •• \+ ,' I V. , •,t' • `" • t'1 1 1 •po / r " . I '•J r I, 1 % I - _ - - �'/ - - - - . ;- , 1/ I / • - I �.- • I I . I I 1 . - • I - / I I / - 1 1 I , / , , 1I r 1 - , e Ili -• - I I _ - - I • I. SILT F I - i I - • � - r - • - _ .t • - .�• ♦• \` • ` • r'I•♦•\`'` • I I• • , • 'tor 610LF OF / — ' • 1 ra I < t .--A'-'T I t \\ / L • \..\ \ I \ • \ \ , • . • 1 . `. ` • • • • I I . I - i' • - ' I ,- - ... .01 -- • I •- ` l •\ \• i ti , -` - .yam ` fililli 14 '1 `• `r' _- -_ _-• '_ x o t 1 \4 ' Ma- -. sY-+•• ' ,t - - - `. - ,• \ \ i• t ♦\ •• • •• ` -44 _ --- `. `\I ��-sc\. ,It • ` 1 •,,Ililt 1 1 , 1 /� / , , / 1111/411 I ' ' I I I j1/11t I ` 1 ' ,' I I 1 .i I. - 1 1 , / /ry�I//te `, 1 j ` , . 1 1 , 1 %'r' , , :: 1. !,- J. \ ' • \ 1 1 •, \ ) it /, II - I. . \ ... \` .\ / '\ \ _ i \ ' r-. .t•.\ I :I 1 i 1 /\\ --`1_I-1 II t \ • o` •\ `• \ 1 . J 1 • 1 I - • I . r'I,.- II,' r , •I f! •t'. , 1 I I 1t I/l/ / .•1+` , \ V Si. - , S. .\ J 1 I S. \ , 'r ` ti1 A. \ \ , \ t \' •' \ ♦ \\+ • ♦ ` . \s. • \. • ; 1 .\ N '. • ♦ \ .. .\. , I , t V / , S I 1 I t\ \ 5 ` I I ' / I ` `- 1 S. I I ,� • \ • • 1 ` • — _ ` ' - : I - \ \ ` , • _- w • . \ \•� _ • ♦\ . S. ♦`• ��\`�1\•,•'�--y \..\ �/ S. • • •---4L1M 1. 7"e...el': •47161411,,,r „:" 4.--,1/4••••••40: •04- •••• N... • .• • • • • • Sfi `•I%�-:=` ` ate •`‘• ` ")11 I• �41t I t 4 • `_ % S/ ' --N. „„t 1 ` -„,/ 1 1 _ • - _ • I I, ..\ J r •- �< 1 �•I I, 11.11 \ t t VII• II • L.� t •.�.,-c1a ` ;�` ``tom • • N t I N\ .A ,,1•`• \ \ ` 1 t 1 • ` t \+I• \1 1 \, \ 1• ` .,,` -rr., - a t A` / - - _ ".4. a. ♦ , < • \ ...c+v v. v. cnI 's.ncwrcr...�.nw•.cn. K)N i \ . .\ V 1� , • • `� - - (SEE BANK STABILIZATION NOTES ON 1 . ` ' %`• .• ` �' t IN SHEET C1.05) ' / / �' •;•,...1%., \.•\fie , ,\ x` \ 1 + 1 , doh I , „, - _ _ _____?; ------_ /,.., .----.......-_,..-- , I ' . ' --'7•1** red 14 ,c,.‘,,,Att....•;. .Izt-ve, 'spiii", \‘ x • rk:\ , • 55pLFOFSILT FENCE 1 v-i3��ia� �4' \ ti "t \\Z La,\=;�,\ `` I 1 • • / 1\ +1\ •1 �. �,'rf/1 �' ' \ , ` •'.1 III` \ 11 \\,Y4 ``•1 • 1 �•' 1 , p•• _•J, , •',tt 1,, `_ _., If,• ! 1' I' ice/ ` -, I‘t4• \1 +L `, ,'41\ \‘..1,%2N \ `�,,' 117 1_ +h I \ r 11..' 1\\\C lt,l \ ♦ ♦ I . • l . I \ .. ..I[[ "'It: ` # / I , • Iv'•'.// •Y 1 \ I1,1fI\t �` -\'I +11 t,I'•/ `( I ,M.�.7 /'. _\ 11 / , r I; .1 ,/ ` I l;•F ,I\I IYIf �1, 1\\``!1\ ,\ Ili + I ' I "t /I < - Z -I x''` t1• l 'It ! - 1 • \ U , 115 J i 1 M \•� 1 ` • • !/t,, • `•I1 I , h 14 1I 411'1' •' I • , 1 ,1\ 1 'r �• r'. 1,11 S • • I , s • •\' I \,. I XI 1 ` • \ \ • -•.. .\ ♦ • " _� ' , 1 ♦ `� •B .\.._ ` L\,1, •1 4,„,..., . ti 1 1I r nil I I 1 1 1 -, f �j I^ 11 Fit /l Hit 111 • /" -'''tt r t I• 1 1 1 ♦ + ' L - - 1 \ • •♦ • • • 1 • • • • 1 • - - • • • i • • • •' • • _ \ •\ I1 1 l• M • Jr • I 1 2t�L �' 5/1 / ,.% '^ ``•\ ;`\y'I ri• _• {'1^'' \ /- n f1 • 1 • r'=: \ 1.1` y t ,• I I11 , `Pf \ `, \ , u , 1 1 J I 1L - •. ` ,,•t 1 , I 1 1• it / ... y `• • •' ` w1`•\• I `I t •I , 1 5� ; y1/' • �♦ a/e- I •.1 ) ! \ 1 I \ • • • • III //;• etli\t\ - I /I I .II r'Ir'r .. 'r' .111 \ 1 -t•\ • • M1I I� 111 111)♦ \ / "'•ll,flt ,A/-, I 1 cr_ • `�?"'A_\•\ • I l\ •Ir , 1' ••• 114.1:-4::IllOokli\‘‘ I!I, b/II• \you . ' '•...�' ♦ ♦ Nl, f �•\ \• • 1 ♦•_ijp 1''\l I ,' ,"i I 1 1�' ,I,I�/.'-'s'1 \\w•'LI• • it , / / / 111 :11.11%: /1I,/It A . II� \-__- rIt1•/�r/1M-'// j �f , .-.p q ••►w+j. A/,l!� N •1t- \_'I 11l' / I144'/Il4�•' =• I "tI . 1l •/I • l'I•I-,;I1 I`1\h1 i \ • \\V \1.1 I ' . ��1 11 Y�n• ,/ f •I -' • 11• 5 `; ,y ` • •• A .I\� • 1 I 1 1y' / I I/ i • \ ,.• I1, 1 _ _ I 111 '\V4 1 / , JI • \ \.\. • -`- •* 11t• ,t • 1' I I - ", - �.i •; 1 Y \♦ / I -1111\ �� ` \ 1 1\ , \- �•.',..- Y}_' •`. \\`\ . 1 t I 1 r • • • • • 94$1• �,• 1+1\• ` • \• • 1` • ♦\•_• ` ••`\111 1• w, \ .L`•��` i ,;`�` ,• � • ♦•` It \ 1 ` v ♦ •••I, r ^ ,•.11 /•� ••Ml1�V s. 11 IIf •.`\ *\\I .♦t\\\, ( 1 ` 1 '/ \. 5•;�\\t• •�\kk � •{,r • • , 111 ``• \` �:1` \`U lt``r ,' ,. •.1j51; "`\,,\\•`' . I • •• l , 1 t\1t\ \. •_ r. . •,1 Iltil . 1• `t.,:>t`1 y\\ • _ I I��-\•a.. `� �.♦\`.\\\\•\ .\ ` •, 1 \\1►\. ��-.1 \\111 / •Y4,II 1 • ` `'.. I•\\ 1\4 \1 - Nn .•VM\i „„4 \.\.\\`.- "�. I --;' 6 �.' '111 l•I- • .1 [77 • ROAD W\ _ VROAD WI • _ ROAD U— • �r-ROAD V YARD ROAD T • ' ROAD ROAD C/\ROAD t. ROAD Nt\) ROAD O—" • F —ROAD J ROAD M ~ '- KEYMAP ROADP'l OADII ROAD R1% e\ r ' ROAD O • \ROAD R • OADD I r) -ROAD Di 1 OAD E A - ROAD' ' A2 i' rk•ROAD r\ • ROAD C \• • '-ROAD F • ROAD H1'M YtOAD H LTERNATE TUNE OPTxx4 SCALE 1"=200' w At '1tOA0 NI OAD A 0 200' 40 ' AI NOTE. SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SWMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING, MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3:1 H:V REQUIRE SLOPE STABILIZATION PER PROJECT SWMP. ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS, WHICH MAY CONSIST OF STRAW WADDLES. SILT FENCE, AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD. EXISTING LEGEND . . . . •_•_j - - - 9-"(I - x — Oka — 0 -x- OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE - - ►11llllllllllllllllllllll *HhI 111 SF O�[[OOe''Ov®vpcpD]]J1 [p�npnp npnp�p�Y Immo 910 C-XX -UGC -IA UGC -IA- - UGC -IBUGC -IB -UGC-2A UGC -2A- -UGC -26 UGC 2B- -UGC -3A -UGC 3A- -UGC -3B -UGC -3B - TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET LOW WATER CROSSING POTENTIAL CULVERT PROPOSED 1' CONTOUR COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 3B TURBINE ID 4734460 Pages: 37 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III ran VAIN illeiVaLlit Bill O •re •• I, • • Z �� 0 r H Q W Y,I CONSTRUCTORS z E z O z 8 O -18 08/18/2021 ' •A CT IF/J(4• 47936 ra;.4L• .'vt- PANORAMA WINO t •.-'4}: PI' EIMJF' M TREW I L. MARTINEZ I Ma'. • J 4144440 YY.ItC -t, I,. M. ..'4.. 111.I.n, f.11IM,0lf 6P O ✓P •'4 n.• ...I a I.I' ••••••••• MINX w., µt •h UI4it, It• a., M Fri 1.aF•t. *0-Sn^ot .J.w. bJ no Mut.•t ...A•y1\•, 0-4** t Sr W"auMw 11M•Q I 041141 M •.I pet\aN.'.w•.-t er TIWGNb t.•WI REVISIONS • s'-ntt.1 A , k• IMNI : dI.4:a: I -.,.. •rr C.:•••111111. - IV'IY:071 C hfulr kW P C OAK* I. L• >.•APt,J4 T -'Y". SEDIMENT AND EROSION CONTROL • ..•.Cr*I•.rip I., .'r.ij I. r 1' =200 1 iyet 1. Pill '+ 41,111I ttI t 1 CN U I t 1r 1 • -S • • 1 1.• a J c / • 1 ' • k. the• CONSTRUC ION ENTRANCE lap C — 22515 OF SILT FENCE . 5 625 SF STOCKPILE ••• 4 i / r i• i., I J. I 1 / 'I / . I r 1 r I Ye • • 1 • SEE SHEET C2.13 .3 • • I- 4 x' / • r • F- . 4— O / J • • • • 1/4 1 ▪ • ♦ • • /.. . • • • ' • •I 1 ROA ' �-T v • f \ 1701.5 OF \ / SILT F: ALE .�\ ,1. \ _ \ - � --- --1 / k... v I-- • I • 1 ,n • . / - fy• dmiimlm.• •W - no r • ` • • \ •V l l N ' \ 1. \;.: ,�-- _ — ,rte r • • `_ • C I. etlfror • • r 1 7� / •/ `1 A~' l r 1 A J • • vc .ft. b-.' 1 "�•r 1rr ito, J \ • • • 1 •\ ^ 1 J •• IN w - 4' AMIN _ 1, l • _ • I .\ . • • l• • Q a- • ` , - V 1\ • n r I \ . • • /. - r .z --r- •r . C. t � V r r r n Vim pe „, 1 • , • ,�M I I • ; so , , , ' • • ( , J , , •,,/ ' I,/• • • • 1/4 / 4 • - • / - - t • • • 1 1 • 1 • • • \I ef•-•i I• • • C • 11` 640 IF OF I SILT FENCE 1 ci f' 1 J •,, ./..I •I• - I ./ I. ,.f, , /f, , i - / 1',1 )./ / ./ / / 1 r I - •,,N/,'/, AW///,r, ,r, •?..),! .- 590 LF OF , • r l: /. SILT FENCE h ..11:•'•.19-''',./. / • r ,,,/r, ..r -I' •l ,,. • • • e\I.•o.' •T\ - - ,7 % r ♦ .- - - - _ .X 0 P r♦J I %1 J r • P('- r-tl / 1 I •1 • itritifit • • h - e / / /, i11' ill ,•� I,/t ,I '' /"''�," II III li,11111111• • 1 f. •I' 1U '111111 IV 11' I' 19 h.• • • bil4;‘..14ii\it‘")::•‘\*. ;jai :I I t, • / 1 r f 1• c rr• L • • • , , , LAYDOWN YARD ROAD T\ 7 KEYMAP la -ROAD .1 `WOAD X ROAD • • • • • ROAD 14 \ROAD II T -LINE OPTION SCALE 1-.2oe 200' 400' Al NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SWMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING. MULCH ANCVOR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3 1 H V REQUIRE SLOPE STABILIZATION PER PROJECT SIAN P. 2 ‘ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS, WHICH MAY CONSIST OF STRAW WADDLES. SILT FENCE, AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD. EXISTING LEGEND vZZvZZZZA OUTSIDE OF PROJECT BOUNDARY NETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE APPROX BLUE LIGHTNING FIBER] PROPOSED LEGEND LIMITS OF DISTURBANCE .1;s01t1J111.111 tall 0- 910 • LAX UGC —2A- - UGC 3B UGC 38 — TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET LOW WATER CROSSING POTENTIAL CULVERT PROPOSED V CONTOUR COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 TURBINE ID 4734460 Pages : 38 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO a. cc • ID La CONSTRUCTORS ce O 05/182021 17936 PANORAMA WINO Lon .1111.11110•111•010010 10101•14 ••• REVISIONS lane SEDIMENT AND EROSION CONTROL reeeemeNeNewr KEYMAP , c"• detee ' • • \ • / 1\I • •1/4 M 111\ f i SEE SHEET C2.14 • • \, / i -/ l t \ • • Aga .• • i f N. I • -- •• •_ -• .,_ • - 1 r • - - \ • \ . - \ • 1 \ • \ 1\, \. / 1 J I tc- . • ` 1 `\ • 1 • \ \ " T38 • I \ -1• • •- - .r 2 \ Itl „ • •4 •-r { �J•• 225LF OF SILT FENCE 570LF OF SILT FENCE \ 5 625 SF STOCKPILE • •` • ♦ • • 44. r • • a lab" 1 • 1 l r - / t • .•• -I • • • •••••••• V • . � 1 ••• \ ) I • A r r r ( \ N t • 1 O • , 4 •,_ • `♦ Ir` •• 1 a r 1 1 1 • • I / I • • / /f / '\ .r r J ,- >f? 1 ,4 634LF OF SILT FENCE Q n CONSTRUCTION ENTRANCE \ / I • • ',, • x'39 r .'Il• f ;/ 1 11 r .._ 1� r �• - - . I' / 1 /,/• r / I I ) • • • • • :• - / I ti • • • ROAD F o • \• t I I r , I 1 • 1I ,I• I 1 / 1 / I 1 - _ _ _ - I / 1 •• •/ r . -1' ' /• • ' 225LF OF SILT FENCE ' ' ( / 5.625 SF STOCKPILE • 1 I 1 • PS I • • \ • • • • •s • • I / r 111 A I L I / / II' r r 1 • 1 'I d • n • • • 1 1 • t 1 1 • N. 1/4 • • • • • • • ( ' • .T4 I • 1• •1- —• �•=„ •- I I .l • a.1 t v • - • r, :•• I — • • • at • • - / -. • A • • • AA e • t 14 • • • • • • I I 1 I • • - r • r 1 r • I , . 1 r / ' t • _ - I - - • c es • • • - • • • • • • - • • • • • • • SEE SHEET C2.12 • • • 14. • • CNI SEE SHEET ROAD LAYDOWN / YARD ROAD T‘ ROAD N. ROAD I. ROAD f.1\ • vROAD W1 ROAD P/1. ROAD OAD I —ROAD .I `ROAD K ROAD sa"-ROAD 01 • LTERNATE T4.INE OPTION • A2 r !INROAD B SCALE 1"=200' A NOTE. SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SVVMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING, MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3:1 H:V REQUIRE SLOPE STABILIZATION PER PROJECT [ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS. WHICH MAY CONSIST OF STRAW WADDLES, [SILT FENCE, AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD. AA EXISTING LEGEND amp — OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE AP'PROX BLUE LIGHTNING FIBER ) PROPOSED LEGEND LIMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET 910 LOW WATER CROSSING POTENTIAL CULVERT PROPOSED V CONTOUR COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 3B TURBINE ID 4734460 Pages: 39 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO mitoildfflPiciAvitivr.rowirtivraforwiliyi. till 0 • • a.• 2 crt la 0. f ft, lios 05 VkilZ q 0 06116/2021 47936 PANORAMA WIND t tins. Ott -.yak Milt rw REVISIONS SEDIMENT AND EROSION CONTROL KEYMAP SEE SHEET C2.39 I.• - , i0 _ - • - • I b\�•' • _• • .I _I/' 1 l _ I f ` , / / / ` • ' \ J� I n , \ , r ( ,roo .;; .`./ /\ I\. I -/ ill • • , I •,\ \ j. I ', { , ' I I . 1, ',�A, II • I! r • I %.1 /, ` ` \1 I 1 1 41 III I ♦ I' III 1 r • I �. I III / I J I I I 1111 J ' . III I/y,, ' ' III I' • t I ..I 'II 'IJ/J I' ^ J 1• • , `'J•f . II / 1 %' /I • /, SEE SHEET C2.18 sae 5 • Iet • I' • I •C • \ • • • ., %, I. I , - a ,I , ♦ It. I,• \ \ 1/ _ • 1' • •/ / • • I I • ` M ' • / e I I I4 III/, •Se- ww /• '•I or Ire t /a - I �i-I �Ji I,c • • 'r •-/ I ,, ,, p,, / • -/ • ,I a II I, Ili ,• '- • , / I I IfII,1 • I 1 , Pad 1 / - - r, _ ; ' r I• • I II IIII 1, {'1 , • •I•I/,r'IIIr I Y' , - / . _ , ,/,I ,, -• I ,/ ' /, •r . •• �y , 16 • I J �.-q'4,'' i 5Ti \ 511`- — • 630 LF OF SILT FENCE I I woMit Q 1 cc � •• I r, I II hI Y I • I i ''- -. / `^Ioo - , -- - - • • ♦ • I ' • • , '. •/ • Ire I . I/ ///4 et „it ; - •-' \eV At Is SEE SHEET C2.15 • ♦ • I \ • • • , 1 CONS rRUGT1ON ENTRANCE , 1l 120LF OF SILT FENCE Cyr c . `. , I . `\_`-. _J.-_ \'\' �.. ,:.1 :\\♦,?_ I'•/ -P' .\`_ I it .I`` _ l - ,. • _ ... ` 1 _ - I _ " _ - ._ " _ - - - _ ' ^r ' I , , ',; 't ' ; i ♦ \ ei ; 1 , fi •, , ` • I I _ •,1 I _ - - - - - `'n ( / I• /, / f \ i , - 1 1'� ,, , 1 •0. \ • -- -- ._ - _- - - . • - - / ' , I , \ \ ♦ \ I 11 , I / • , - aft , 0, ,....„,e,- 7: --, ta--7-:_-_-,.....7,..........:‘,--,- �:po,o..00 ii • / - \ \ ♦ , 40 /, ' 4, /, /� : it \ \ \ - ._ - . - ♦ • '! \ J ti �• ^_ --',•�'/IrJI�� / /I/•,I//�Y.\` \`` ♦\ 1, It 11 1 I♦ ♦ - . _ \' I\ N- ` •, - _ - _ ` ` •„ //11II • - ItI' r / Ilf I(ll ♦` 1\♦ \ I \ \ I ` , • ` \ ` \ \ ♦ \ \ +• . --' '"•� •`_�- -,,1::::;‘‘‘‘ /,11111\ II It.I ,.\•\''\ ... ! `, ` ` . --"/ ' 1 I50LF OF SILT FENCE _ _ _ �� - '_ , ' / 11 ,\ ♦ \ \ ' \ • ♦♦ �' ` \� \ , \ \ \ ` ` • ` p. . ._ J 1..i -` ` • : .•\'% .^ / III I111�1 . ` \\` ` ♦. ` ` ; \\\ \` • - ` ,\ N. , I ,' ., \ - • i - _.i .r - _' ♦` \• , ♦ \�• - III \ 1 ,; \ ♦ , •%,,- -' - _ _ I , ' ^ - \ .P r ` \ • \, r • • • I : • , • 1 S '- 1• ,, 1"' ' \I ,'i/J`• #I�, • , \ �,•` \\ 1 \ •. ♦\\♦� :\/s I -/�• •• / 1 \ / /• .•l/ •', , /,'• , "` 4;1 J I aria , • j , , 1 I I \ . r / a ` \ \ I \ 1 1 , I I , i • ♦ % . \ ♦ 1 \ .. / I I I , 1 ` • • , I • \ . I , , 1114 • • \ • • ', ` • . \ . . \ 1 ( ` • 1 \ • I , • \ \ \ -. • \ • • 5 • 1 • • • • ti i • • • I 1 I \ • , , \ \ ♦ • , \ 1 • , ` \ ` • \ • • •165LF OF SILT F • \ J , 1 • 1 ' .••••'` I .• • • • I , . - \ • • '/// • I ;• , • • • • • I .` - - ' • r I ' I ' I \ \ ` a , ,• • • • - I '\ ,• • J el; Pe .. ft • • \` ♦ . I , ' • ' - _ -, /I'' ' , .. - - - ` f --mss. y.�_ _. — rte• �ti — \ \ 1 1 \ . It \' ♦ ` ` ,•• • •• -iI•I/A/ / - �� -`. i _ +fs .� 1. I 446.e.“.•••••-1 - . • r 1 e / ' ' • -737 � r \\ • • • , I I • • , , \' \\ N `• • 797LF OF SILT FENCE • • • • • I I • • '7 • • En ROAD iN\L yoR0A0 W1 'YARD ROAD T ROAD *NI. ROAD 0-e. • • ROAO ROAD P•e• `ROAD IT 11-110110 ROAD a. • • et NOWA° It LIERNATE T -LINE OPTION • SCALE 1" =200 20S 400" NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTORS DISCRETION TO SATISFY SWMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING. MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3 1 H V REQUIRE SLOPE STABILIZATION PER PROJECT A • ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS, WHICH MAY CONSIST OF STRAW WADDLES, ‘,SILT FENCE, AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD. Off EXISTING LEGEND OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LWE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE APPROX. BLUE LIGHTNING IBER ) PROPOSED LEGEND LIMITS OF DISTURBANCE se e?,:°:°:°:D0etis Dal c-xx 910 LK& 19 UGC 2A UGC -211— uu TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET LOW WATER CROSSING POTENTIAL CULVERT PROPOSED 1' CONTOUR COLLECTION LINE IA COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 TURBINE ID 4734460 Pages: 40 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO re 1 • 0411.v Lcatilair5 0, nmam TV a Cei 4 us 1 i ' §g O 061190021 47936 PANORAMA WINO PPP lama a it Ol WI de a 1P-asal Una*. REVISIONS SEDIMENT AND EROSION CONTROL IIINAMPLMIPACIldfillrOAHVI:kgiirkiivilll III A 3fin U8ti et et 111 /\ \ \\' I/ •• 13 DSF,- EMBANKMENT •$< STABILIZATION (SEE BANK STABILIZATION NOTES ON SHEET C1.05) / \ LU f i \ \ ' 1 SEE SHEET C2.39 I , / re- / / N 1 1 / I \ N / Y .•• ' ham. N SEE SHEET C2.14 I 1 1 \ \ \ \ \ r r \ r , l •1 1 r r , I I I •�,' �4�'�,,"� N. \ N. _1 - - J�y ` \ ` \� • - -•- -: I �i, ..I;' - . '\ ---..- H'-. N \`s_ \ % \ • i• \ . I 1 1 I 585 LF OF SILT FENCE • •'• e r ,\• „N. \ \ \ \ N \ \\ \ \ N \ \ \ 1 1 l 1 \ I • • ` \ \ \r �l N \ \ �;•. r `. \ I � , 1 N t \ \ . \ • • It \I ,, )i 1 1 _ , • � _ • /.?/I/"�1 1 _� - •r -- 11 " : ,'' I `� - :C'efil .1 : .: _1_ ]t?%&L5 ::: / r �'/ 1?4JT • 6 / `\—�`\ -`\\\. \ Z __ _- • - ,. _ },L � ! - _ ;. • •- ..� \ So.; a / / - :" / / 1 := i ' / /- / -- s-- i / / _ - - r - / / // , / r / / • ✓ — — • •r , /, r 1 I \`$ .--7:-: ..---: , 1if e 1'4-y14,1 / • ,-,0,4•:11,:t:::::,,;.‘„•;:\.;-:, 1l\,j,I`l�p \�\L Ca\`♦-\\\ --•-•-•---...,_-=„:.---- , \� - 1 `1 ... ', , 1 \ ` 1 + l \ L -. N. 11 \ ' {� ~. a c `•! %♦AL`s\ ' ♦ `•— as - •. l • I zis \ I. • • \ • \ I t, • \- ='.•.s • - `I I ' J II • - • II, lit ;,♦\ • \•� \:V . a .\ + '(III, \A set; •"'I • x% 'x �s I I • \ 11yS \ 2' . I `\ I\ `. \. - c • / • \ I •I I \ J 1 1• 1 • • \ IL %, • • `♦� \ .- / I • 1 1 •- 1 '" 1 / I - , • i I l =i..i _ - •1',t .... i /• _ 1• 1 - ` L 111 II J J,• / - \ r / I _ _ • , ./. • - ♦• _ r `. •^ _.. 1 K %• =:---• S--- ' ` / / / , �I/,�r� 'nit 'l I 1 / -/ . •1♦ - \ . I �'• - - •••• / r _ ♦ \ 1_ - _ � - - . - -`,� �1 ' 1 1 I I 1 , • . \ ••\ •. \ , � , - . / , • .. - \ ' L , _.. 1. .1.�_`-J• / I,''//11 f' / •s ,..• t .`` \ .\•• 1, ' 1 I / / I ' ' y,- ♦% ` .., /_ ♦ ` • • • • �'• .� . r ♦` • e - ,' e I f 1 •- / I ' - I / / �. e' , I ' I - • \ , / 1\ , . 1 ,Y 1 I - ` 1 en II. - \ • 1/4\5.. . � f. • - , •�- , _ . \', `` 1 1 f I - , - l , •• I / , ROAD IA\ - /ROAD WI • ROAD U� • ♦ "—ROAD V AVODNM / ROAD • I ROAD ROAD I. 1 ROAD ROAD Q- �IlUAO M ROAD PlL YARD • ROAD RyAU,.•\ r • MOADO \ • ROAD R KEYMAP • •BROAD D -"ROAD E F BROAD DI 1 • ♦ OADI 1 IIOAO J •\ "RDA 0• • 'DADI ROAD •,'%•IIOAD • OADV \ROAD ROAD Nr _ \ROAD N ITERNATE • A2 ) NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISF y SVVMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES SEEDING. MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3:1 H:V REQUIRE SLOPE STABILIZATION PER PROJECT A SWMP. //2\ ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS. WHICH MAY CONSIST OF STRAW WADDLES. SILT FENCE. ANDIOR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD. \ _ EXISTING LEGEND OUTSIDE OF PROJECT BOUNDARY • WETLANDS _ - MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY raj FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALr ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND Fs - se UGC -29 uGC 3A UGC 38 sas LIMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET LOW WATER CROSSING POTENTIAL CULVERT PROPOSED II CONTOUR COLLECTION LINE 1A COLLECTION LINE I B COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 3B TURBINE ID 4734460 Pages : 41 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder. Weld County CO k rad it it INI • 43:D iin! tszrge?! • Z • 4 us CONSTRUCTORS ce O 08/18/2021 47938 PANORAMA W840 SEDIMENT AND EROSION CONTROL SEE SHEET C2.17 %a'1'1 ♦ _ - • C• II( 111•..< % \`C J I .a• =-� \\�.i• �' el MIN11 .�. = J' 11111`-♦ "_� li l�. _ _- '-_- '. I//,, Ih1 A� �� //r}1r� ;j s� � 1_� 11y , , /�„ — , ,` i ,, � . r Idlllt l\\ 27•� ld '. ♦/. i't II/ ' ♦ 11 _� `n I5�I'� 11 �'`.`/�-_ `� llR1 /Fi 1I,_ 6 'wfr2� ♦ y-�K � �•yR \\5 \` � .C\ I r ' ♦ • 5,.°4 ( 1 �iJ/ t�"'i Wit-''i 1 1�I �4 ///1re- \.1 �•`= c-` f �\ 15\ � \ ` \ , 5 � I TI\ -�/ 7--Litt-q)--------'-' /K_ � :• -• J/ •11lir/I //I r - a\k i J 1 _ �♦L l \ ,, ` N�1 _ �,�,Il, � ♦`�� /i, / J III/'+�1�/ J/i- ` P '`,�c = 1 'I !" 'I, / \, 1 ' I ` 1 r(41111�I1 �- O')YN/•j-.�. i- %i%-': ! VI y /,1 / \\• / _ , rr _AI I / 1 ' l . / lulu \\ \` ` "„!fN/'f :164.••::<)„,,d. •/id ��,� ,,, , r •` 1 /C.�\F •II tut ,',•- - `• I `I\ r f `J,` I ' / , ,(51V•\;,-�'4fr`J�/YJ(.,� ,/ ee .,- • / , ` ^ ••, I 1 - • I , !' . \ , , el r I I I 1 l I I ♦ i`_ _ 1 — / r 1, / • \ I t 1 / — - \ / /, „C `1 rlllll\\ nv J _: l�\a+`�`. -� - ' r \/ 111 / \5 1' \\` ( , ♦ \ - • _ ,.^ f ~ ess I �\ ♦' \/ ( \�`� s \ vl•�` - a� �•. /• • ♦ , 5 1 \ / ♦ �•�♦ 11 111 If /"� "A‘, M //. '�.�\ - 1 ' 1•�],i� • •\ /• f \ ♦ • - • ` f = -• , t r J I ` ♦ ` \ J � Z III •/ 1 �` �I. �1 \ \ / t\ 11406-x • ' ` +� \ •. - • % ' `f � �i R• � \ ,,ir ' \ \\ :£,1i7J'Ri l^ � • , — — .J J . ,tN�1\a •^. ��I'I!, '�' - -.. /./ \ �\- .\• \\`C-,�3�� rfl �l l✓f/!1- `.. �1'�'►-6 YI'(�-t''`.. A - _J, \ \ 11 I J� _ _ -• - /J- ✓ / / / \ ` �- _ ••-•1/4•04 ', II Q jl.l�,�l/f/� - - ( I `�I.-� ,/ 1/i , \ ,'(r � \ 11 1 ' r/ - " •••-• • Ilvi t'\ , \ I / 1 T 1'Y •"ll7",f'^,�•�Sc."- at • \' ` 1 ` r \Jl1i\ , • • . 1 I I \� - • - � f ''• i - . `_{\` J/ H' I11 c\}2� \ • 1 \ - / ✓--- //,` �•; may'' ,\III'I• ! i •/ ,^ r f , ,• ` IJ . %k1 • J / //•`:(' 1/,f, lr '1t'`'tF \` \ _./�I II,1••11t-`/J%t • ,1 f•i rr' 1 r'• ' '', •r • \� \ ' IJ - ~ 1,�f / • '� --� 'I (♦t�/ • ' L' / H\ • . - I \ • 1 1 • I r ' t J -t r r ' ' f t f� /� I' /I r r / •� (l `114Y\( _ • , / al SEE SHEET C2.40 4 �~ '.ice / if; trt)be Aft_ a_ _.11,wl•{R��tl.. %IMO • Ji 1,/ 1 \ ` rivAi7....„:„;s):1;‘,.... -__.....,,c_./,'"*:,:,_ ___ __ 7 _.......,,- z„. \ • , ,,r____...,:.....„__.1.- -1.....1—„rirsi. :7 :-....:-._,_/:iti,.. -,-.. '-÷-,' i ,/,,3c te"r1. n\I',� \\; •• 1 - / r \ ' \ ` ♦ • ♦ ` `-♦�' , �, / l ' i .. I. • �. ♦Z r / - •\yam ��• zz Z• - • r �'': - `rte -- - ,a• • • !'O. I 1 r • it 1 • -• /,, •'l\\ l 1- - I \• •,t / 7 ` ` 11 1 - J I r / , 1 \ i ` • / 1•:\ `Q\ ` `IIM �,i sc.. r , • �♦ .� \' 1 ' rt / f'' / r 1r ''- i _ -- - •'- `( a ``�` - - / / t iC��•T`��\ -1 i /'4'i / J� 1/4 . .. - ` Th .•••• ........ - _ .-.. r /I ' t / l _ :-1; r/ ♦ . / - ( ` 1/4 `` ` r a1 \ ` i aft , I •`_ , �r „ J '/ - =\ \ \.\ 's ' /• 1 / f -•\ - 11 1 ///r♦ ♦ _/ ;-/1 ,lr,l, - lrr as • •( I II a % • •"• C♦1-`>~�\rT. ',• •.r_.rr/,'',565 LE; OF Sit. T FENC-c4.r \ es-7.17.3./f(fll \ ./ �/ 1 , r l ', • -r rZ 1 • ' \ , - _ ' YYY _ — -, i/,/ / 2 E.. 1 .{'}w' ';le ` I 1' r ,' • -- • I!'/,1', ,I f / 11 I-,>!/I•-.\-`-_�\�• `‘�- �"� ;% le;J J .r.1~ \\/ir', -41,- .4 ` / / I , _• `\ ' ','rl,'- i ,' ' L.- - ti -' 1 i x 1 , ,, -, - - 4.800 SF OF EMBANKMENT STABILIZATION , .r.- ,/ /'',,' /• r/ / / , ', -( ' ' I t I l/, f / f ' �- r SEE BANK STABILIZATION NOTES ON •' �• • % a / - \ - 1/ f ,, '// i,', ,' �. / ...> - ( SHEET C1 05, . ,, :R(: \ti� / •— -• • r , \ • ( // ' , , -/1 / ' i �_ _ . •,r ,, ,�\•\trt fta''/'/iA" / ( i 1 `-` • I 11.} .., . ! r St I • • r r ,•-*ft I /• \N. • 1 I • \ ' - Ii I • 430LF OF SILT FENCE ,, •I • • 1 • - - - • • \ / I 1 , I \ '\'., \ r 1/ I. •• I I r / _ \ J / ' r • • a. •1 • I \ `— ` •• •` ••• I r \f• _-.,-• 1 1 •-/ •- 1 / , • /, a ti • I I • / a '• I Sf .,,,•• III .,.., rr , .I .3r ., . / / rrr 1 I r -• 1 • J / ,' , / i ,II, , r 1 / I / I' I r ' -' , or I 1 , ' t • ` - -lir N. I `/' •-••• • 1 • • • • I I 1 • ' 11 I • I I I1 i •I •I „ I/1 / I • / I / i,, , I /1 ! I I /I ,, I , /I r, I - r i I , / r, N / 11 •'. • I r 4 /1 // Ji J/ /. ./ ,! , • 600LF OF SILT FENCE • j •/ t ./ - - - - - - - ♦ \ ♦ • , — + ^ • 1 -- - .`+-` ••• ` • 1 1 , l:,,/ / / -1 3,700 SF OF i EMBANKMENT +- `� - I ' STABILIZATION G N \ J (SEE BANK STABILIZATION \ ,, r . NOTES ON SHEET / CI 05) 1 1 f - I I. �I IJ r i I! 1 -• 4.000 SF OF EMBANKMENT STABILIZATION I I (SEE BANK STABILIZATION NOTES ON y \ SHEET C1.05) t -/ A t II >< ; -=x=, - ><- -,,-...:•-° -cam- - -17- x -S- ---r.:51 -� r "J'--446-.--..... �--. z. -- 7 s- r x` _ r • - - • • • r • - • I 7 :, • 1/4'. • i ,:. '.. - • lie 41. \• I I J \ i • en \ \ . , . \• - - �\ . . . 1. •` ` . \ ` • - _ _ - �` - .... • • • • • ‘ 11 • - - -• • • /• • • • 1 ( 11 1 • 1 1 ` rN. J -- 1` \• , • \ L ` J ••V f \ ` , / ' , J 1 1 I I I ( . ` _ ` 1 • •1 •1 1� ~ f ` , a t \ 1 , r I - ♦ ♦ - •• \i t 1 ` •%... - . •, t • 1 ` ♦ \ . - ' • _ - ' 1 1 1 I / / / , t ,• I \ ~ _ • - 1,' _ efe - C 1.• --� n • •i , ,24; J I I \ • • ♦• •\ • • •~\ \ -`_ - -_ •\ \ , • I .1! I ! /' • r ` ` , - ..,• I � -_ • J' ` 1 ' • •• I - • \II if i I • / • 1.111 \ \ . • 1 / / / I / I I ` r 1 / t .r ✓ 1 I I • •• • • in • • • • • \ h SEE SHEET C2.15 KEYMAP ROAD W • _/ROAD Wt • NOADU� + a.'—ROADV 7rANO ROAO T\ �r ROAD ROAD I w ('\ROAD L ROAD N\ �OJ1D J ROAD Ort ^ROAD M (X_ MOAD K r ROAD 1✓l. ROAD Rr �l •\ OAD O r YI ROAD \ • \ROAD R • r/ '—ROAD DI y DADS ROAD• r'• A2 R. �RUAO R r •'ROAD (' "ROAD F ROAD nr' ROAD H ITERNATE T -LINE OPTION ( _ 0 LL 0 0 SCALE 1 =200 ' %7 -ROAD Al Nil OAD A 200• 400 NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SWMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING. MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3:1 H:V REQUIRE SLOPE STABILIZATION PER PROJECT SWMP. ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS, WHICH MAY CONSIST OF STRAW WADDLES, SILT FENCE, AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD. EXISTING LEGEND KVXZz/'ZZ 7,7) . • • • • . �,1C•-- j - - ate- - x— — —x— — I.0 — OHI'— IY OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET I•••••ire .sio•Ija•••••••••••I s;�IU•illiJ;liSt7l1111yDrCflii711 -S •S LOW WATER CROSSING C-XX POTENTIAL CULVERT 910 PROPOSED 1' CONTOUR — UGC -IA UGC -1A — UGC -19 --UGC1B - -UGC-2A UGC -2A- -UGC -2B UGC -2B- -UGC -3A —UGC 3A- -UGC -3B UGC -38 — COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 3B TURBINE ID 4734460 Pages: 42 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes; Clerk and Recorder, Weld County , CO u a. O rCCC •• V in • O • • r t l♦ u) i j r 3 ^ Ow E r4 .67 oag2t O QQ O n m •• fz a, z 2 i o i g ; 8i. '^ S� N U o J t0 o 0d n z et 2 Ic O Q a .••r 08/18/2021 -n. _cc ur.64,t9 47936 1!:, fir !AVE PANORAMA WINO n, ,. I...rtiI r[A AM,H M. TREW I L. MARTINEZ •ln-• renal N 1 W.:OI* UPON• rN •,w ..I •• r•r•rrt•tl u, *Mb r •• con S. tiu••tt• *Leaky roe W>•[••elf_• •' •.•Yw• W ldl .t•• tr.fbllnl.• •'rey inn; um/rutAn Os")• ...••n .•eh, •..r•MM6aa .•6.d REVISIONS • M_1()t/r I' (L IV-rlrt t•`N • owsr: o:i out"ICC CC ate I. . 'CI 111/07C1 C rn?t Pit WC CI14EI lir SEDIMENT AND EROSION CONTROL 1 = 200 C2.16 4 S 0 SEE SHEET C2.41 • 1 I F • \`+', t 1 �-� �` 1 1/4 • 1`• •`1 •;-11. .�?,, 'h, \ • ` / \ \ • ‘‘ , 1 t ' I / 1 I , • ' _ l I 7 _.. `.• .y I I� ,, , 1' 11, ,'r , I , 1 ' I,I,'' , -,' �t I I / I I1,\. J,., �' r ,14 '• II 1?\y�1`-\`,• • .-�` t 1 • .11, -1` 1 ` Si' 1 „. ` ` ` \ \ � \ .- ♦1 ( , '. ,�i ,-r . ,'II;',,. t` ti r \ \ .\.,Il SEE SHEET C2.40 / / l I rJ / / \ I l 'I 1 I I I l • ( 7;% 1'• • 1 3 ' 1 ▪ \`\• `----:1i'�'A•\R\ `�\3�` - � I • ► A �, '1 1 , 111, c••t\�•''\ ` � . ,.,. :.. \'. , . , — I, ± �, l I ,, ,, I I I • ` • \\ .".\IIt 1 I ' f',• \,` ,`.\\ t + `", `I\` \� 1;11 t 1 t,,``\' I. ,' .�:, -;. \ .\`-•�• • '. 1 . •` `t ` ' t ' , f , 1 „11 '„ \ \ \ \ \ \ ., ,';II < 1 \ ‘,,. tit/ ./e:7,',,r ,' -- �- •\ \ \ t - \ ♦ 1 I ' II I I + I I I / ' �. . I I I I ,' ` 'r, / I - 1 1 - S / , I 1 , , • nil / ` ` 1 ' ' 1%al ,I , [[ pV ' 240 LF OF SILT FENCE -' — — — 3 , •I , , ' ♦ + ' , id,, r" 110LFOF • t t • SILT FENCE 1' -' ` J - a I • . ♦ •' ♦ ` •` ` `- `._- ,'•`- _., 5 I • \ - `,`\ \ \ 1 ' I i � • 1 (• >•sr• r• `' ti 1 1 1 ! ti _� ` 11 ` ` \ - • - \ \ \ \ \.\ ". `,\,•• ♦ f , \ \ \ \ \., • ` \ \ \ -\ \ ��., 1 f \ \ N. \ \As. ww , • ; - I \ \ .. \ .N \.,,k.:�J • , . . ' - /. • F ` , Si, Lj I ' ,V'.;.'I• t 360LFOFSILTF NCE '' 1" _ ,\\ \\t♦\V% ,- ,---- / M • •-- . �\ 'Cr` % _ „1 21,900 SF OF EMBANKMENT STABILIZATION , (SEE BANK STABILIZATION NOTES ON SHEET C1.05) '/- r• 640 LF OF SILT FENCE • •1 1 `:6': ' I \ 15.300 SF OF EMBANKMENT ► STABILIZATION (SEE BANK STABILIZATION NOTES ON SHEET C1,05) el I �+ ,`1 1tt1 f •111 SEE SHEET C2.16 KEYMAP •` �i1OAD 0 • • OAD E ROAD NI _,ROAD WI \a L J ROAD U. -....a a?'--ROAO V LAYDOWN • rARD ROAD r` / ROAD ROAD DA , ROAD ROAD 0-"'• EROAD M ROAD Pit ROAD R1%m,\ • DAD • \R R COCADL I-AOAO.1 • \R K ROAD DA01 ROAD‘ A2 a y'��•'�1OAD B •/ YIOAD t: a• -1„.R OA° F ROAD H✓.% F1OADH ITERNATE T-UNE OPTION LL C') SCALE t -200 0 BROAD Al NOAD A 200' 400 NOTE: SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SWMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING, MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3:1 H.V REQUIRE SLOPE STABILIZATION PER PROJECT SWMP. ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS, WHICH MAY CONSIST OF STRAW WADDLES, SILT FENCE, AND/OR LOCATING SPOILS UPORADIENT FROM THE COUNTY ROAD.. EXISTING LEGEND -ottt- - OUTSIDE OF PROJECT BOUNDARY 1 WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE --x-- -x- - 0- OHr'- PROPOSED LEGEND ISit Ii EftILliilittiillOiilliitl -� - -Sale V p ca s_ J•JJ•Jo n LSL1A•LJZ Ong C-XX - UGC -IA - UGC -1B -UGC-2A -UGC-28 -UGC-3A - UGC -3B 910 UGC -1A - UGC 18 UGC -2A - UGC -28 - UGC 3A UGC -38 - LIMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET LOW WATER CROSSING POTENTIAL CULVERT PROPOSED I' CONTOUR COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 3B TURBINE ID 4734460 Pages: 43 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO a. O erg • •Y, Z . 0 • Lr } 2 O z a_ 1.1 I 0or1N2021 -R'AU IP VIER 47938 -tt/•./ELT bi,ot. PANORAMA WIND 4 .F.Nt C FI ,t44/04 F• M. TREW I L. MARTINEZ •/n.. An .V MMy1.J 00: di N, M ., Liss • KM'II at tSAW. IF OFOUP SI n,„,Nr f.P,•J•Jn whole r.'H'1 •N t I'.�,•1I • t*.J 1w rry W lay. I ,SIV.. W net M,4.4 u'MI,r:Nn C,JC'g Vndlr tc'VIfJ{I.ni4.•••4..•.nJt.♦ .,i'.nw•t.I"i•NW' REVISIONS . Nw.OdII tit SWAP w 1 WQY.O?I rNln Pr C:.t*'1+1, . OnI tv:a:' C watt, ',win: OAna tat - SEDIMENT AND EROSION CONTROL r, 1..., CUT F 1'=100 C2.17 III Mcirladalliifilifil Rory III 4. „ . 225LF OF SILT FENCE 5.625 SF STOCKPILE - + { r tf _ s AL s1 , {fit ea • 4- 4yik I -v. few „sae?, • . • i N 1W/tut** - rrrririrrrrrrr rirrrr �r -�" • trc-e"— w4r�— t • ♦♦ ` \♦ ♦ + • • 11 ... - ' .10 -l.•.. -- .— M ` 'C'-- t jZ'C j f ti 1 kit i L 1 r ^ . I 1 7 ♦ ,♦ 1 .. 1 ( 1 ?. ` 1 I I. Y 1 r • \ ``•, , r 4 \. - /-,; , 0 tf 1 1 ` ,' ) -' ^yd• 60LF OF SILT FENCE I I , 1 • • I' ' I.--- aria N r., C , r 280LF OF SILT FENCE CONSTRUCTION ENTRANCE • I •1 _4▪ 4 ♦ • r♦ sTr'"�Y` \ .1. ✓ / I 375LF OF SILT FENCE • -- - J I.. 386LF OF SILT FENCE ieh I. r 1 • iA. A 1 11� i 1 �-, T i* .Fa=--sy 1 1 It- 1r 1 / / • , 'di.: V J ' �. ' • I t. I' w r + / ' I f r iegi . e 1 r1 ' y_r „� ` J I / 1/4s1/4.11/4:::.1/45..:: � 2 _ - f ▪ •-' • ) t f .4; \ %; Nit I) ,ir) i c lel 'Ile le: ▪ -..-----. :ea.- - .' -‘.. -• % - - ' • :� -r- #� • / I. 21� I ♦ \ ♦ ♦ r/ I- - SEE SHEET C2.39 J i S f , k • • • • • • ` • - S • I ' ' •t • PROPOSED TEMPORARY • AGG.STOCKPILE ACCESS ROAD ,ft ,• 1 ; 10' TALL AGGREGATE STOCKPILE AREA (APPROX. 1.000 CY) J 570LF OF SILT FENCE - \ S , SEE SHEET C2.14 r . w 1 ,I - t I • Ai 41 II/ ji • • • • • • ROAD LAYMAN • ROAD T\ • ,o -ROAD V YARD a- NROAO KEYMAP ROAD a. "'N-IICIAD DI • LTERNATE T -LINE OPTION A2 or }S: SCALE I",z200 A 20Cr 400 NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SVYMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES SEEDING. MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3 1 H V REQUIRE SLOPE STABILIZATION PER PROJECT ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS, WHICH MAY CONSIST OF STRAW WADDLES. 1 SILT FENCE, AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD. i EXISTING LEGEND n OUTSIDE OF PROJECT BOUNDARY ONP- raj KETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POKER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET • 4949 910 - UGC 111 -UGC-2A uGc -22- LOW WATER C R OS SING POTENTIAL CULVERT PROPOSED 1* CONTOUR COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 38 TURBINE ID 4734460 Pages: 44 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 11111 IcridD1/4114.41411iiiruPiAlig C, td I As INN Li NijifiL vs; • 1 1 ' O 06,1672021 17936 PANORAMA WIND REVISIONS SEDIMENT AND EROSION CONTROL ) .1 NC ; I( It • 5 625 SF • STOCKPIL `1 r3 J - I • • • 1 T' •1 1 r • 1 - 1 . ' \. ♦ SEE SHEET C2.20 \<9#‘1% • • • • • ./.. I I I al • • <04' - c• • • • • fv:%1:: i, • I . Nit I. _ ,'• - %,, �'�_."•JA�. r �. %-".... \ 'r n r'- r �` \ `1 . I 1 r 1 \ • " t1 , M© 280 IF OF SILT FENCE I , .\ %.• • - • . I • 7 '‘ 't,ti•:11. % 11‘ • %t 60LF OF SILT FENCE - - - ' • : •.4\1 II , . . , , .• • _ - _ , ' . :II �.. • r ` \• .� t 4% : : •• l 4 1 if /• `•• • - • , 1 . /. , t • -, - _ -r• CONSTRUCTION + Z .. i •- • + - _ :.- ,,,- J - /. ♦ 1 �• i I ,' ,�T�•.4 ` ,,�f�_`+•_t.�''�T ;-F' ENTRANCE ��Y J/ `1 / '�.�.. '+t—.-.+.�"4' ,'•`7y KLIalli � 5rc-lA—Slmu Rrc •lA—•Irs,ll;�yoc-u'-zl!<. L 'CONSTRUCTION Oit- _ _-' , ` r• • 1 I \ , • r — , I —. y �--- - .....7...." -�i * ` \ ENTRANCE r ••� + ` J {; ' ; ` ` 1 ` o '—T 1 �►-T�-iI s-•rl ,1 _.T—,�-'1f—r 2r. 225 OF SILT FENCE y� _^_-!rt—�L .. y� t. _mss•-- -r , _T.. +' • ♦ I t _ -J-[ , a • , r.-f----='-r----1% � � a� QT.»r1��"T iI ItT ! I "r''...4%“/".. �. , f > / . II , t' n-� ` L i• -+'yam-iR � __ U ,LN Ayyt..'•'. r I. ix�_tfL lA—_ "1.6- 11;i �,tf .. �_�i t .VS "ate \ IOC III F .... :►. y_.�..� r.yewr..-'!••.�.�'�•�-�- —' I •••••774.3/47.4•••• • `y ` ‘'''::-'8____,___- 'Pull r' .. I 1„�T_. \ _ _ 1 4 - , 825 SF S r \ •w• 5 STOCKPILE , ,1rr `�i•tom• , _ / le 1 t \ V. , \ • , / 22'_LF OF SILT FENCE .CR '134 . -c Y I lik# : i ‘ • . \ 1 • { jII \T25� • , i \ . / I t \ J 4 l• • L• \. AI - i • `-• 1 `..� `• - u r • J \ \ • „„ , • ••• \ • , •• • \ 1• ' • / I _,_ \ N \ W I U) `•C t. • \ • T , t 'tl • • ti r • I I ,• ` ,- • . • ♦ •• • • • • a 1 ,• \ I ` \ 1 I t . 4 , „ 1 I • 5, t \ ..74"......••••47•••••••••.. ",•.= • ,\; • ,! WC T01 • \ \ • 120LF OF SILT FENCE \.` 2 I 1/4 �1�1, X11111111 `• ` 54ILFOFSILTFENCE . _ / , •/, ' f II, ? jam_• •• S Id • • • • • %p►D \ • ;;• ' Ott • • I w e.• / • • IL • \ \ \ N. O if .r . L - •� "I r ; • 1 r r 160LF OF SILT FENCE„ ENCE ': la,. •••• .. I '� _ . `, ; ` y r , • • 3 J , -' ..-• f i--Sr--.'- \ , .r ...el "• Ts■ J► -•y•1 _ �-_ :.\ �- \ % - - t . I ` J r I.. \ ♦ V• \ N filintrilliglia • • • 1 ,�„ .•+r-•�'4 r — '► 135 L F OF SILT FENCE ` '- .,� --, - ` , ' ' �• - , - , '% , . , \ 1 . 1 • '"+\\ _ 7L - �. 1, _ - ` \\``\4 \ _ -\ �`_ _�'/' / --711-11.-:-.--::\111:11 I I r I , - / , %Ng., ‘,..:: L....:.. %T.. ,:c ; J, { ♦• - 1/4;„ 7- .....,_ - - :, • -. Si" 120 LFOF SILT FENCE.,-o''t ., /IJ I/,`' .. ', �_ - \`.0 IIN �. /.. �_ i-i_��r, ` 1 • , i , _,\ \ ,�,\` ` ... .....% 4� \ tr /•_ _ • — Si, I • \I\ 1'©11,1'11 " _ .♦` ,' I`—, —• — � �~ = , � ' rJ' ` 4.` .\`• • - — -' •' — — _ - I •4 \' _ • 1 I r l I , \ " • • 1 • \ 1 �^( I/I,` • `,• 1•. 1 t 1 l /•_ _ _ •/ - ` ♦ ` \+, .. • ;re, ,— —• •_ • - 1 ~ \ N-`„- _ \ t , 1 1 \ \•, / • /, , t \♦ ♦ 4,‘,...•‘•\ 4 \ \ , • ..�' �. _ '� -_ J ' 1` 4• \ • l 4 `• \ 1, \ `♦•t _ • ' \� , H. s. •' 1 '� , \_._ '• \•\. �, _`._, /_'+` ` \ `• , ,\\ \ \ 4\` -/—-`\�\`�,\te I i ,� \• •• !` ' '\ .\, 1'\ ` ( ir. \ \ �\ \ \ \ ,t `\ l\\I'1\'.. t " \...J •\.ti �' - `-1. `t`I11,i /' f . • \ ` \; \ \. .1 - rr1•,/ / `/ �I•'•'I. .\\; �+ \ \ \ \. \ ',, '\I 1 f 1I~k_`, It• \ +�•',�` _'__.`—•• \ . Illt\11 ,,,' '`_•``, \ \ \\• t_i`—/%/ � — �- %it \c \ \ \ \\ \ \ \ \ • `',1\,',•+I '`• .' \wJ11 \ \ '` S.#7: -. ....:. 1:.i. ....... i / Ne • • • • t' \ S I I , , \ I 1 t � , I• • • •_ � r •-• -it A. , I ` '- — � I IN V sr r I \ \ \ '�`' �'::\�`I, 4. '' I 1'1I'•;l'; �'.' \; II•• //,•.'_= . c- ;;' ROAD W\ �R •OA0 Wt Nit ROAD U` • S. • •--ROAD V KEY MAP • ,/ROAD D skit • r IAYDOWN ROAD T /• YARD ROAD i• \'•ROAD L , ~�D l ROAD 1{ 1. --ROAD 1 ` ' w110AOM •`� • ROAD 0"•••ROAD Pic`ROAOA • ROAD R n\ •. 1 \ROA00 • • `ROAD R ROAD • 4 BROAD DI DAD E ROAD., A2 • • `RUAD B DADI • •NR WOC J `• • • WOAD F RCAO r•t�E WOAD 11 tTERNATE T•IINE DPI ION aL U SCALE 1 -700 0 I.NROAD Al '\RDAD 200 400 NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SWMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING. MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3.1 HIV REQUIRE SLOPE STABILIZATION PER PROJECT ^ SWMP. /2\ ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS. WHICH MAY CONSIST OF STRAW WADDLES. SILT FENCE. AND/OR LOCATING SPOILS UPORADIENT FROM THE COUNTY ROAD. EXISTING LEGEND -1 J: l' - - j, I I --x---x - OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND - Ill IilililiiliilllUllliilllillliil UV Y• os•••. — —. —e..— LIMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET LOW WATER CROSSING POTENTIAL CULVERT 910 PROPOSED 1' CONTOUR - UGC -IA - UGC -IA - -UGC -1B UGC-IB -UGC-2A UGC -2A- -UGC -2B UGC -2B- -UGC -3A -UGC -3A -UGC-38 UGC -3B - •I• COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 TURBINE ID 4734460 Pages: 45 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes. Clerk and Recorder. Weld County CO iii iii 1111 t.r♦ lii CONSTRUCTORS O Z 2 cc Z a 06f16/2021 .u..CC''n4E(G 47936 {; (L."1"4 PANORAMA WINO 19.:14:. I!• I cola r• M TREW/ L. MARTINEZ •. •• AY% •.' M•. Ja•J GI..••• Y W. In. means IINn, N 1 saws Chow✓ a. M eel No Cop I*Aat If &•11 - al•M •N Me 1\I I. a., 4 •./ •••III• skew. v •Asw. •J 14 M,I•• I t., W,abt •. 0.•bry anal ti. wOut tr••Ih•I\i Seidel 1.• •u.•• ft. • .. d .1 IIUMCN• •.k ,al • ••••001/ R .aov:c:, It.I•110It'.w •w•• SEDIMENT AND EROSION CONTROL •, I: iii%• I 1 =200 C2.19 • — __ \ \ ' SEE SHEET C2.26 //2/7/71.6,7-_ rf--/ ,J • • • Aala \J ,I \J r �` \ ;�•� \' / • 1 • \ • 1 1' I . I 1 . - • , • { • , • { • f� L ` 400LF OF SILT FENCE \ �' I 1 ' A • \ ,\ .•.✓ , , • Q. ,..•,. / ( %;I / 370LF OF SILT FENCE ' • I R -x_) ‘.. ei I il 1 . 1 1I id I. / • "...•,......45.-a•-•:1:::1.--, l 1 1`\\ , •+.....„, ` •, - - _''•/ III, ,`1111 1 • �`� ,,',,, ` , "'.• \ ''...i. IrZ\'^+`_;It 1i 111I 111j1'1,1 I`111, 11 ♦ - i \! 1 , , • I I `I •1 •� `F ,• \ , • , � \♦ \ ♦ ` ` ,' ,• 11 1 I I { I ' ' ' 1 , 1 � I I I f 1 1 '‘:‘_'--.."-,' IN •:::: 1, f7:: Nes.,:::\e',.:1'.1.. .:.‘ \Ie.:: ,•:‘ ill. i ,'�^Y- , , 1 ` , ,' r • '- i/, I 1111 1I{II I 1 — je I . /C.\ kt.ti SCI I - 1 • \ / • I ;ill 1 \ 1 I-\' ;Y-,`1I(If: 11 11 ', 1;oil: ` I ll' �:v. - .) , \ 11III:::::::1C11:1::1::11 • ;"�- �-' �.....�I+�1/ ', ,,I{1/ / III Ii/Ili gin •` ;�1�y!L�]\'.t'{' \N( ` ♦ • `. I 1 1 fl 11 III IIr IIlll I ',' \+ V�♦ '\\`• 1 ' 1I Ir1III( `I I11`I I,I I, I/ . .♦ \ •.�. ..' �♦\"` ' I•i`,/, IIIl IIPI,'rl'„I / \ • \` : :41 III .` \\ ,. - "„r /, I/) /', /!I ' / flir ';'_I - `-' -, _•\ ,,1,'//.'/,I/'I ' ` • I 1 '' x`.1111 �- ,_ „1,,(•,',f 1,1 • ,- • L Iw / ,, • I 7,000 SF OF EMBANKEMENT STABILIZATION (SEE BANK STABILIZATION NOTES ON SHEET 01.05) I • I I ' I, i I 1 1 , I 1 ♦ , • I - l,r I , r - I ,' • • - r r / _s_•, / I • CRANE WALK ,I CORRIDOR -i , 320 LF OF SILT FENCE J • ' 1 •\ IC -/ ./ • ' •, / • • \ • , • I • i I + ^r -' re .11 1 , 1 +• \♦ \ \• ({ t 160LFOFSILT FENCE ``\\ ♦; \ ` •` _ . �\\`+ ` •l' \\ +• ..\' \ \ , - \ + •` •�\\ ,yam` \ ♦ ` , t el i • 1.+ / - . I I r \ 1 . \ 1/ I \' , T. •••••••••• I t - r 1 I , 1 ` , I , ' , , ' - - _ -+- - = • - _ `�� - ` ••••1/4��' `_ \ \ , _ ♦ 1 „ / • I. I t 1 • • / ' ' J. 1' , - \ I et'\ , 1 1 I I 1 \ \ I l •1 • • 5 5 A. ' , ` \ • , , 1 \ \ \ ♦ + I , • ` ~• I • • I ♦ + \ - 1 I • '1 I • - \ - \ 1 l I \ \ I 1 I , . , I1 1 \ / I I _ 1 I r , I i / / - t_ I ' ' 1 , I ,/ / / - I - , / ,. / \, a' r C , 480 LF OF SILT FENCE . \ • , r I v,•r I t \ \ • + ` , • \ \ t 5 1 I , I • • \ •, 1 \ \ , , , \, 1 • • , y • l - ` '0 1 r 'I / eft 1 - •, • / • •f J • r J L • \ \ 1 /, / - - - - - • , / I Its I • , ' / ' • , / , - r , - o - , •. • I I J , •- , - ' / , ' I I / - • •-I -%.„ — I• •' _ _ - / r• ,• ' I / I _ r' I r , - - / ' • I I - - , - ,' - I , I ' ` - 1 , 1 , r ' / I , `/ ,-f r I . I. / ,-• '- _.'•// , - \ ' I • . 1 1 / 1 ' _ _ t • / • 1• • 1 I AI .S , • , , , , • • I 1 i • , , 1 ♦ _ . _ , I , 1 , lit , I 1 I I I \ 1 ' , , r , I. + +• rJ , . �.. I • , I 1 1 t I r - _ - • I \ • w • -• I • 1 . I • ., 1 l , • + I • , \ \ , • , ( 1 , 1/4 • • • • • • • • 1/4 • • • • • • • • • • - - • .... ' N :‘• : : 1, d. til '-:. a / • A I / I • • .0 • Vasa • SEE SHEET C2.19 • • • • • • • bee • II • • • • • ROAD WV\ iv/ROAD WI /YARD ROAD ROAD firs\s. ROAD L ROAD A.I\ ROAD • • fr • KEYMAP OAD E s "ROAD IF ALTERNATE T -LINE OPTION fr i NAD83/CO83.NF 0 200' 000 NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SVVMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING. MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3:1 H:V REQUIRE SLOPE STABILIZATION PER PROJECT ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS. WHICH MAY CONSIST OF STRAW WADDLES, SILT FENCE. AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD. EMSTINGLEGEND - OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE APPROX. BLUE LIGHTiViNG F-IBERJ PROPOSED LEGEND LIMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET 400 cen 910 -UGC-2A- UGC -EA - uGC 3A UGC 3A ote LOW WATER CROSSING POTENTIAL CULVERT PROPOSED CONTOUR COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 TURBINE ID /2\ 4734460 Pages: 46 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO O • ex r CC LLI cc LSI sh 5.1 02 4 CONSTRUCTORS O wo 47838 PANORAIAA WIND • REVISIONS • tiro -NO tic* or, 111.07 I SEDIMENT AND EROSION CONTROL C2.20 II PAC NotililliMiliM4 till SEE SHEET C2.22 l 1 I • • :NIL • I • • • • l 4 b II • • • I 7 +d I le • J I �• 1 ,I , .:::::•:.%:;;;::....f!,:... I _ • -\ \ `,_ _ �\ n '` r:1 • • - 1. '\"� 11.--`'\-C__llltt` `, I • " ▪ •" • • • tip✓ -J • I `ti• • \•, t rI ,• '" '+`+'.-• -- _` • • • •+/'�• • •\• '`\ 1 -IIII.• / J'- , - _ -_ \` , `J1 •,1'--'J•.`. �, ',`t\_�♦` .. ^`+ fl 9T•ll_ ,+ IIIiI`-.�`r\\�•„`.._ • - • •\ I- ' J,I ;,I. J,�•,• , l -•a• ,, ♦•• _^♦. • -,\ _•` •^ : ^ 44%4 W • ��114-- -.. -J!�,J/ j111� 11.1 �` _. • I• , :' I 1,' 1 ' ,:1 �' _AI t't1 •' I I - % J -' •/ I>'' f"- 'I ' r,✓ I'� /-Th -—�" ` r1 — A. \" • • ,_ , •�' Je • Iel. I • tteI .I. p1.,•` e.' , ,1E •e� `�•- 1 _ 111 '_ _'II 1(,'J'''_ �..., ., SEE SHEET C2.25 • , • • — \ , 1 - r r '' 1' 1 • • 1 • • \• • J 1, • • • —• 5\ • • - r . -• , `• • • _ J „ r I 1 • • I I , + • 1 I I i , t •, I 1 • \ I I I I I 1 I I I I 1 1 • I' , , • 1 \ t, - „• -• , \ • • \ •\•`, • _•, \ • • '`•• •- •_ _ • • I , I ILt t I I 1 %•• • •• • ,I• , • t • • i' Y • / :`:7•61 1' I iiiityluit10 •' 1 �l ' 1p Iva •- '1 J • • • ` I ,— ,• - — •• • , ♦. i - —\r - \ — — • , I• J / ••,-♦ , I • r ! _' \11` • •J I• / • ' N f _ I J - • •• • , r\,— . •' / -•' ' i I'� t , \ ,, I _ ` `�'�• , , ♦ .r u+ •1/ /', / - `- • ` s 1 1 • _ ' '- r i�� 1, • H ' I A. C ^ , `` I I , r + -f%� 111 1.` • •, •. , I _ + •I / • ,- �, • •- _ •'- • . / / , , ` / + / / is •• I • • .• L•\ Sat • \ , • 4 I ,1' - I I - I• • I / 1 • t I \ \ • • \ • • \ ` •- , .. 1 , I , - , • ,� • 2 `. _ _ \•I% •y L . �•' I , , ` �.. • - •♦ \ 7 t \ J • Y -• 1 f / , •` \ '\ 5 1 1 I r• -• \..�♦• • ``•`••• , \ ••• 1\I I / ▪ - S. \ c \ ) , Ir • ` 1 - r, , •1 \ , \ ` • `, ,. • 1 • `k,, I , , - ' 1 • , 1 . I j I,%\ ' \ ' • . I t • I ` 1 • • k. 1 t I t. I t l • I t S. • 2, I `\ I I 1 • • • 1 1 I I b •C 1 . . • 1 I 't, • •`•• • �. I • • • l • • • • I' .�y • I • ` �' _....44.4r • • \• • • •/ CAD P r / 1, II , •11 t f• / 1 1 • 1 I I•, , I .i , I Li, - •1 ♦I I - .• • 1'4 , 1 1 1•i r • J• • \ • jt • 1 • • ` •• %I`\ • '• 1 T t 4,6 + I I S I- I A. 6 A +\ 1•,I \\\,`�, • _1 • . f • • • • •• ' \ -1 I \ 1 I , \ • \ , • '5 • • • • 5- \ - \ lit • \ -. 1 i . • • ^ , 1 \. 1 l, I ‘, -\. -\ \t •\% • • 1 i' - •.\ '-., .` 1 ,` ,l', t , • 1I \'' • I. ♦r` • 1 - • _ • • k` 1 • - - t1• • • • ' 1 , •• ! • • ' •• • \ •�•, ' f f I I . 1 • • . ' r 1t \I^ I ' - • • • r • \ . • \• • • •• I • • • • • ••t I l ' 1 \ I • • • 1 , , . \ • I \ t 1 • • i • • ` • • 1 , I I • i • \ - I \ ;_ F • •• I • • 485 LF tt±; • 1• 1• { • •l t‘ L `1 I , \ \ / I' ' ,i / \ .- r! `#- r + I 1 1 r r , I � ' ' " 'J- I \� f 1 1 I • I 1t I 7 . _J - • - ) .. " . J I • \ \ t r51 I 1 , • • 1, \• ,tires ,\ • • • I\• ` , 1 , t 1 ♦ J I . • ,• ,`1,,1•_ , , I • • \,, ‘‘.• .•. -------- -- :`• I 410 IF OF SILT FENCE 1 SS _ _ ,.. - - _ , - _ I t\1\I + 111:1, 111 I r' :- �r _ I J ,I,I r'I.1' \1If,/ i +' • `--, or t ———j • ♦ I - , ` _ '� , - �. \ ` �. "J' ti - _ /• • r • - I r / J - I „ r • `•3 • ` • \ v • • •,\ • . I ♦ \I .1 . .,. ••` •`•`♦, \ \,� 1 Y♦.♦ t!1 V , \ ` \ -• I. ,1 I I \ / I SEE SHEET C2.23 • • • • • •Ir • t • ' I 11 J I' 1 • • ` \f ' . - _ \ - ` - - 1 • • \. •11 , SEE SHEET C2.24 ROAD • KEYMAP ROAD W\ /ROAD WI . Y ROADU- a LAYDOIM( YARD ROAD T` • ROAD N` ROAD S� ROAD YARDL II. --,ROAD I 1 -ROADM •\ • ROAD PI• ROAD K ROAD RIB• ROAD ROAD 0 r • \ROAD R .--▪ ROAD V ROAOL 'I�'ROAD 0 r ROAD E a. JA'""ROAD01 ROAD I • • ROAD 2� A ' •v%<ROA0 A: ROAD •. `ROAD r • ROAD C • `• • `ROAD F ROAD H4- ' \ROADH Al 1 ER NA IE 1 -LINE OPTION SCALE 1"=2D0' 200' 000 NOTE. SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SWMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING. MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3:1 H -V REQUIRE SLOPE STABILIZATION PER PROJECT SWMP. ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS. WHICH MAY CONSIST OF STRAW WADDLES, SILT FENCE. AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD. EXISTING LEGEND I'//////f//% • . • . . _ .1 F0 11(.11 x ()HP rO OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND Isseaaasiammaaleamaraneasi 910 MI UGC 1B UGC -1B -UGC-2A-116C 2A - sot LIMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET LOW WATER CROSSING POTENTIAL CULVERT PROPOSED 1' CONTOUR COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 38 TURBINE ID 4734460 Pages: 47 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder Weld County , CO III Mc, MP I KM% WI MID till 30 WA C. O etc • • ••• 2 c CYO U. ou,r,„ L,a . ,,d o cci 4 CONSTRUCTORS a. 06/1812021 4711,36 PANORAMA WIND Ii tlCoattiPII1.44A1. Pr REVISIONS LE 11eglInIkIti ".11AllY PC Catlin. moivrovilic rt. 10104 • SEDIMENT AND EROSION CONTROL I • • • ` \ I • , • \ 1951F OF SILT FENCE l 1 a • \ ` , 1` : •. ` 1 \ \ •\`` \ / l 1111 • -••11441‘,# '//''JI'```1 , 1 f, ; / , + 1 , •, . \ ♦ _ `J• 1 1 •,` ,\ , r -" ,11 I - �i�/Il r h,l \\-_. I'. 1/"i ' - \' ` / l ,. •`. �,•,...‘ ♦ ♦\ , II 1 ! t 111,1,11 _ _ _ , qrr /''lll I ♦`�v 111'11•/e 'I' 1-• —`\. '♦, �, '- r ,J\. \ /r ( 1•, • ♦ \ \1 ,)j111\\\&lil Ir'' + ` � J'I, t�l.♦,p1t. ; 1-'_\ � ,,1 a�N�`. "'ft writ\ . I . ! - - . , 1 .• - - _ '.' ♦\ • " � 1, ., , ' _ • , ' - i,.J / — "At {�I, \wr it. • \ • .,•%$‘. ♦.• 1 ,\\,`' / ri6♦yiJ„Ji ,\, `'\`9f t 1,` .,? ♦ _ _ / ;• t ``� ,\,�. V•. : ' • \ 1 (1 ` ♦♦\\ , //la� Ir 7Yi .Tir ,:..,♦� y.� §\ 1 ,. ,•i *a,* 11 ,tt • ' \ ♦\ ♦ ♦ I. I A �,�/,! -\k. _�14 /, ' Z`i -• ••��.•. ,♦♦ writ • zz r - i • - , l ll l 1 . ' , ++irt Ilir /'writ - _ - - + / \ ` \ •` \ . •:� `+'• t�i',, 1 I 1 1 \ r \'._ fl °/ / — y_ •1 \ / leem,„11. V��J`,`/• �i ,, ,Y_. r 1, ,/ '+ , ,� _ ti ^ • -I`fi444 -- _- i'' o '� ' f ',I '•' , , r ` `t •t1. �'j'•\J'l} \ ` f ^� _�-� `/ i \7.- _'_'_ - •�_-�- '3/4 -.. of t \f`` _ '�` r, ‘ii1 - ——,,4t},t, „N•' , ��1 e. q, _ �. / / + `' — %'I //\' ~ `—'~ _ 1` ` —_•", \ , �_ • 4-4.% -- .1.1 `•. ,1 ; II. Y/ I .�' ` � � - - S00LF OF SILT FENCE ' •�` ♦f,J, /- _ t, ` �� r V y � ",'�' — _, I ^ ~� � �`r .•� • ::1 _' v _, -T. \ rl �_ \ `1 �� ( , i �• \ �`+� - a _ 0. 4 i\I .....-_,4114. -• 1, j`-•'� }' ) J 1 ill . ,' / . j ' _ J/ — • _ I , •l J A r '� ` - _ ' ` ��—'J - _ \ 1% — 1 \ 1 6.000SFOFEMBANKMENT ... ti Y r\:',fl C I - - 1 " ` - - _;�� i_ _• \ \ ...... _ \ \ \ -N.: • r TI STABILIZATION . !� �'1 , „ r \ - , , 1 -, , 1 / , • ' `- /+ ,I I ...r, ,.i' _ ' \ ` •... �. (SEE BANK STABILIZATION •�. ']f �` \t ` l `, , r ' S yr r _ g ^ \ \ \ 1 NOTES ON SHEET CI 05. I T / ><�lv�� •�2.\ , i + , �, ., " \ • _ \ \ 1' ,r 711` 7 i t.1 „\/ ‘1‘ ,' ' ' / J I\-•' � 1! ' , - •`• a�_'. .' ' �. 'r r•.'M ` \ - - � ` 1 ` • \ 250LFOF8ILTFENCE I /lkoa.�\h\ I NN \ \ •`i-^ 711 ``, \j�r' `W�•„ / I I •_ ,� .\� r ,\� ._ \� \writ \ `` `,� r + r • 1 �j{I .�1 \writ %•' /I , , ttNlti.' , 1_ �r ♦ �� \•\ 14e"1v, r'- • \ �+ •^ ••If-_ • - . .J''.__,ti - -- _-��`- r \, \ \ 1 ' r '��►► t , - ' ' I ,\ t , +\ \ 1 • ' J f ' J 1 J r ,. J -, writ •1 ` , ` ` •` wr it es %' .• ..6 , I J�'Ltr/ ,/ur ` / `, .. Lll 1 r i - a t J. -�1�.' ✓. , •�>M fl P , ' 1 • , , , •� I / / / / 1 l••• , , I 4\ I . 1 - / 1 ` ? I • ', Z - , _ _ _ ` \ - ` •. _ � ,\ writ ... \ 1 ' , •; 1 / /J, O I/. • I 11 t/' I J 1 _ ll r r ♦ 1 { ' - \ , •r , r _ . writ 1I\ , ' .- r I , `_ TT I `1 • , f .I r . Jr• ; 1 / /1Q` /',,1 I`t/J/ "\\, \, 1ri;,;,I tr .i 1 . • 1• •` I - . ♦ t . \\ \writ • ` 1ti ` \- `.L.. i ^ 1 i1%i W. t 1 1 �, , -.,fit;•' ' • '` ♦, t t \ ��` II ° 1 .:= \' �, \:. \ \� t \ t ,, /,, t I 1\ J `\,\ . t , \ V14,07 ' •` l�t�,tl11..,�rl Al II , '-- '1 \\\>\t 1 '., , At` ` , • ` \ - -, . . .' ♦ \ \ ,l , ` '\ 11 , ack;Kt, -0 1_ / J , 1 i 1 t f 1 ` t \ Ipt - I . , F`- , ` t :sr \ ' - `' \'. , ``' •I • f . I ,• 1 ` ' . r --, \ \ I1 t11 1 l l \writ `+ J 1',, 11• IJ writ - writ - - ` 11 , ' ; 'w-_ a ,' , \ .\ wr it ` ` ,, — , , I `,! , 'la ` t - I 1 1 , ,writ • /• � _ k \ • • �,`A • \ - \ %~ •` { •, \ \ \ \ • t1 1\r� �yJ �.�.\ ,� \ \\ \ , I I { 1 ..r' ,-+':I `1 , , _' ^ `, ` ,, ` , - JI'_ ♦ .\ / •,. , , ` t ,, t / '•\ l• .-• 1 `. -1 J it / ' .1` ,rJ I-i/ \\ \' r .----- \ / `t\ \\` \ ., , \\ writ 9. \, ` ,♦ \`1 ', / 1 I `` - LA. N. ,‘,1\.- \ er/ / • -'-1- • ,'•t1 ' I vl 1` •'` `,\1• r \ \, •;` • ^-•• . , \t t\ 1 ' \` 'rt.,: \ /, ` 1 . 1• TB0 LF OF SILT FENCE �► „� l _ - - - -•• , , • \ _ .... _• ` 14 S • , \ ' / ' r I , , 6, • .\ writ , 1 © 1 . T. 1 • ra - •,$. , I ' - • . _ - r ' 1 , wr it ` \ t `, \ 1 •\ ,�: *a. 1, " ` � \ 1 t ', • ,. ' 1 I I , • t '. NY•- .� ' + �i►; \. 4' I , tl ' I \ ♦ I , , \ .`} - R \ ` 1 , ` ` • •• '•\C If_rr -I•`• P•' /'I' • ,_I \C -: �f'y t ( `� ., ell �•J, �I,' I- `; '' /- \•; ` . 60" ski. .1,\ \-`.�`�\\``'1`' ,t, • l `` •1 1 •' ' \ ` \ ; J . 1 T � ` \ `' , , f I\/L�� /I' , -• Jf I 1 ^,- , r \ , `t ,`e` ` \ \ . , ` r • I�```` , I',1 `t• , 1t`\ -''ri' :``' _It111. 1,, J J +. ,,'`. \• J\`. \1\ 1 ,11t I ' ,1 rt t• \ ,', f i \ - • -- .,`�, •• -` / f`` r + 1 - ♦,) •`\\ \\`,•• 1 1,1\`_I�r I',, 11'I' \ , • '�'''\'t\` '' r \•\ ' 1' ' f/' -.1\_ `"\'' `\ - `.N -'a" � � � f • 1 2 r r r J_ -I"-,,• •J\\ ` ```� \' •` / �_�rt.�J1"} �• `, +-....,..77:---t- r/ii'a l • it, •: 5 ``` . 1 I 1I'11 11'1r1 •\•f p \ ,` I,,+,\I• •'` .� Jr, \• MI { 1 I - -r• •ar` 'T. 1C ."> ( a_______.,-, \ - \ _ <',i- 4. / ,'t1 • •, •` • • •� 111 ,• \^` , _I i• _ -u, �.+" - �I. 111 `. writ 'r. I/' , 1� t - ,r 1....F k-`` ��\ ,� , . - / \ ' 11'\ ` - ♦ ti �' .I • I C - • II 1 • emit 1/4 1 • -/ .��rx"'� , . , ' ` T_ I,J,'lu, hltph ,,•,, ,\t•y, 1 i , / , ' ' . , \ ( ' - ., •. _ 0+ - J t1 r 7. I t. l` , L writ •11- writ , /, I I11� 1401•411‘‘',4i \ ,� .•\ • I • •".: ,, 1 \ f I s - I r . _ • �. , , e• ar _ ., i, .'-1 '1/rl ': •, /,1 1�'1.1t,' ta" \ , , t , ` ,' �� ", , 1 , ► - . - - r. + e J 1 ♦ - ! . r ,V 1 ♦ 1 1 r 41- - �•• v- 1 %% ,. 1 r l 1 , ' ,• ♦ f 1 I r J ..s 1 `\ r ! ? r • , • ` -• , I - , 1 • •, • -' ' 1 • /. V • . • +• \ ` , ` �. " , P ' - ♦ - _ r i , \ +' 1 1 1, r ( r, I r ,. , /, I I /,',t. 1 .'writ,- r /, rte\.-. , _-`, J` ,-- _1`♦. ./,'^-1/ +/+''r't-' , I \. - '+ \, \,,\ /rwrit __`` `t\ J ''Ili: /// • • • • • • • ♦_,' _Ir -+,.1 I,1'♦ . ! r r• ,V'I, `t,\._t`\, _r•'-• ,♦. 1''`♦\\ ~\♦_`,ll l'l r' II% /+•�; ' ' • 1, ' , '``` • ♦ ` ` _ , r writ . _ Nwrit - r ...•^ . \ r 1 1 1 1 , ,/ I + , q/Y 1 ( 1' -, 1 .♦ \\ , 1. \writ.-' `-_ - '/� r� , lie tl 'hi ,_ I rl " : i\• 't. `1 ,r ,\ � I\♦ I _\\• __ rrt .'' _I" I•`�•l_; ••`♦ ``i r �•`\.�11, ,,11ii , �• ,- ,"...'n.11 1 \ !, ' �" I ,+ ,I '' • -_ , , V r• �. \`t -•M el �' \ II ,'ll 1•,' 0 Yu / • writ \` `• r S I . �\ Q - . r' ,,-,•- \ • i - **Cr •:- ' � '\ ` • _/ + n t' ,� 1,,, \ ` . \ \ ` , Sif, • , ", writ. • ^• - - 4"..-:::".." . ..7, -1••••••1 ` ♦ 1 tII �, ` \ -'. ` ',/.' I 1• 1 :' I •'writ. \^ • `w� iq I•', /. • ,, `.\.-•writ_' ." writ- .•^ .,'�``` ,\ ♦ -1 .\ \\ rl �.., ` • 1, -' _ , . , , - /1 _ 1/4 writ, „ 1 I , r\M1, , , /I , v 1 ., f • 9 writ _ 'r - ` _ _ '� ' t i ` - - - 11 • • II:: ,„,46 % .• • �'' ..•• 101 NJ writ r♦ ,,1 . t .'• 1',' •, ,1 ` .-' / 10 ' `��`--_--- '-.�,�..rl., •\ lik! '' ..,\\♦ e,/ ' , �♦. ' ' ' -'`1 \ I C I•'(' .• • J I /,Ire r, r-, • ♦ \-\`%_ _2,. ••+��.\`\`` _-.+ _, ,i ( - -„ �\ \ ♦ , ` ♦ I `_.'♦/• /I/ , •// , - \ ♦_ -�,__ ••-, `\• - \i r•. •AI r • \%•% , . + r / \ `• I • , ` 1 r ♦ l ` ,• s, , 1 1 • 1 ,r 1 �, . writ. �l `\, .\ 111,1,,.\``\\-\`, �,`•\ ," •' _`-- + •• r ,-`•, , •• •- .} \ \-, • t Mfr-�1{L .•, _ ! �\O •`\ `• • 1 1,11` 1 ``' ♦ ~,\ ` ,, 1, 1_� r \'�•. 134. - - �.r+ ` • �. �r -., J•}�'_:•i•,t�L r_- - •• _ - J1 r • , I 1 I J , • , t - \ ,Iiiiptr �- _l,- _ J .5,-.7 !-%-�•o � r�.r' ` �i v r • . t -- -" r - v �� _ - • writ - �y�---..'-` ?'.-- - ` ' r + 1 __ - �. __•writ. -_ _�•[e 1 1 I, — '�.•�� .ice..-� -- I .1 I '1 } ,' , I + - \ , I I ♦ ,1 , r` , , 1 I t•, r , `` _ •� r. -! � . k''`'` 1 1 i ill, II'!' `\• ' LI\` 1 r i 1 1 7 . rt (,,,/! ,T .♦ • 9yS 1'll�,l 1 1 L ', 1 1 , \ J 110#‘..1 , /` •! ` •_ , \ . 11 1 I , ` , . writ. , i , It `f`yy.lj` ,J( t \ w`1 L!�,♦ 1 X ♦ ` , -i ' 1 { r \ ! + , r\ � 1 \ .� I , 11' 1 - 1 —` _ ` \ : \` ` I `I Z ° �• ~ae` a _I \ 1\ ' J 4 1 \ ` J � l ,, •, {•` , \ , Al 0. - \ , r ,, \ ` 1' 1 111 1 \ I 1 I / III 1 \ ` \1 ` \ , 1 I 1 / r ..� ` - tlN\� 1 1 j,j' / J ` \ 1 , 1 �. , t r / , -I ., � ♦ writ r� a ` e 335 LF OF SILT FENCE 1 I I ' r ' , , _ - I\ ' 1 1 t , I v , _ e_- \' I 'V \` '\ •r ` � 1 r _ \,<' - .'/ ( \ ` -M1 Jr%.''' r- --- -'-%� - 1 • S_ J '\ ,' •1 i Aeir•' t N N I- 2 W U) SEE SHEET C2.23 KEYMAP r -,1/11OAO D ' y `ROADE ROAD INN ✓ROAD WI L • ROAD U� .• _i—ROADV /tAYDONM YARD ROAD T\ • �� ROADS '•ROAD LIN-ROAD l ROAD N` I --ROAD ROAD o--4 wROAO N • • -RUAD I • ROAD At' ROAD • R r -ROAD D, ROAD RUN' r r \ROAOO • `ROAD R ROAD • • • ROAD' • Ai •,tRUAO A\ • \NUAD C • ' ' \ROAD, ROAD \RUAD H I if RNA TI ..LINE OPTION SCALE 1 :200 0 `ROAD I` A l "ROAD A 200' 400 NOTE: SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SWMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING. MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3:1 H:V REQUIRE SLOPE STABILIZATION PER PROJECT SWMP. A ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS, WHICH MAY CONSIST OF STRAW WADDLES, SILT FENCE. AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD. ' EXISTING LEGEND — Orp.— x--- • U - tH•10 . OUTSIDE OF PROJECT BOUNDARY NETLANOS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND UMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET F ----•-•-----•I r 411,1 r i rill a ii it JAI LIt/l titer SF ® LOW WATER CROSSING C-XX POTENTIAL CULVERT 910 PROPOSED 1' CONTOUR -UGC-1A-UGC IA- COLLECTION LINE 1A (Air I B UGC - ID COLLECTION LINE 1B -UGC-2A-UGC-2A— COLLECTION LINE 2A —UGC-2B UGC -2B COLLECTION LINE 2B -UGC 3A UGC -3A COLLECTION LINE 3A —UGC-3B UGC -3B- COLLECTION LINE 3B ma TURBINE ID a- O �� L, 11. • uTPZ . O • r p. U v Ota Irc CI" Iifl V•1111 ac St it 5 O g 2 n + 1 -I." W kvi CONSTRUCTORS z 2 O a art 06/18/2021 1 a. f C`"nK• 47936 PANORAMA WIND (tit ..2. FI cc•M.i. M. TREW / L. MART INEZ .la ...lave •111•.+at I ••/y1 N OPO✓ writ -a• •r M ••I••••••• •• wrIM1 r „M .N ' •,• •al I • •1•f ► .'•,✓r+•. •.a. v • A•... Id'S !WINS Ir.Irrx•• 1.1M• r •••\F1l I. • 1F•• ••N/ C\ writ .I. w•1. b I 'W..)AWr REVISIONS } 4M •..L w I.s 4• SEDIMENT AND EROSION CONTROL ;.,rl NDT ' t ' = 200 02.22 L 4734460 Pages: 48 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder; Weld County CO FAR r � ' � �y��l�l1�r� �IIII III I KEY MAP SEE SHEET C2.22 1• \ �. \ \. ` - . \ \ `' \ \ • • \ '\ \ \ \ • \ • \ , ,. • \ ' , 1 • 1. 1 1 l \ \ S. • , \ . I l f \ \ ',�, \ I I I / 1 t \ \\ \ \ ' , • ` 1 1 \ \ 1 1 \ ( I // // I 1•,, 1 1 / I r /. 1 , / / ' ' l 1 I r t / II , 1 l , , 1 \I , ', /'I r1 / / // , �, .r , t I ! r 1 1 ,;; • I • • 11 '• a \ \ Cs\ 1 , t N. \ \ N \ \�• �•\ 1 /• 1. \ ti �, \ , \ \ ` ,`r \ �'"`•• \' tr.' \ 1 1 ' ~ . \ ,. - •\ - ` - , / I t I .' ♦b 10 • 1 .' \ , • \ \ ` ,ieI,' 1 1 / • r / / / / I I 1 I� \ \ ". \ \ '\ . _• 1 \ e/ / \ \\ \ 1 1 \ \ \„\% \, \ � // ( I 1 / 1 ! / � I /� ! � -' \ \ \ � �` `.\,, ,, \. • • \ \ \ , • - t om 14 e , , ` • / - , -� • /1 i� t/'" a / • �` 1' ..'• \ \ \ %."•.% / 41'j I ' ' , • , ! — .l I, 1, / _ , 1 '�' ` SEE SHEET C2.21 , r r ' • • , 1 A.%`1 , • 1 \ ' I -, 1 1 't� • , • 1 \ • , ▪ N.1 I 1 , -/ ,, \1 • ( I , \ • ` ' of •', / ,'� IIl .• .� ,a ` • II I \ ` 1 I '/';111'/' \ `• • \ \ - N I\. , ••••.' ` _ / �, • I I \ • I •OM. - ' / - I I • I / ;sr.: it , , • ` I _ , - - , 1 I , 1. r \ \ .� �� ,\ -- 1 750 SF OF EMBANKMENT STABILIZATION \ 1,4 •\ \ \ (SEE BANK STABILIZATION NOTES ON \ _ _ , SHEET GIBS; btfc // tie w Y. \ -4• • -. S �� ,ter A tT \ r, ♦ ,/ ,7 - \\ - -,/ 111'• -, Y fl' r;. • I • - - _ IP Wpiv JJ 4 r,Y _ _ !&_ I `; ''/u/. - - `. jn`=.,'-,Per'dfJS i -.--- \ ' ` • •�1 F-.,�1C `,...--\ \ \ .\ \ _ 11\ 1`, a..- ••••• ••/ \ , N ' LI/ I. ,-▪ J( • e "' • -~ -.. ` - _ ' - - - - / • \' , S. 1 1 • \ \• ••• . , •• • -_• - NO - , I A;ti Z \,•• ..S5.-- �1 • A 570 LF OF SILT FENCE • \ • , ▪ \• , , 5 l 1 T15 • N -S • • / ISO LF OF SILT FENCE 1 • -• 1 / l - I I \ , •./ ft: - ,, �' III_ "C 1(‘ ,.� /•K - ! it '/'�1.1" A, 1 i '4i `i-- IC- 'lf }w.'il d' �,•; ~ 1, •A 11< ;...::\tpc-- \ 111' , ' ' r, - - - • • i �� • 1 � 1 1 ill r �r �^ . . i-- -•::::4 .•, •1 '' Tior,./...lidiii•flirtilliiiiiii:li I4` I,II(I", --\s_.--fp,r�i-/' r • r,•_- _ �, �- l(',\ • 11 ,JIIr/ i __ ,\�-�i/,$�, ,— �_ ': j. �,. •! 1 /. - _ / lilide I I 1111I /J , /, Q\1 \\ 11\ r- r ''•J /11 /I lr, •� `,'%IrIII�.� 7,.- / /:""_ - 1-�'�-/'%/: le 11000 . ,1/ , // f//,/I,,'—. ,•\ 1\111\ 'll"�4400 to n 7 / r, J - ` _ r- ! ,, '• ,/ Y • • 1 J/ , I , , , , �I �- • __ ; 1`1"',�J • I, ,,,' ,,11� I / J ; , l - JJ • -' �. - /J : ( , , rh Sri' •p'i / _. I J , % �. ' r / /. Y /./- - - - er / 1 1 ' 11 \,I , / 1 I 1_.1'-%•`�•\s�11 \ 1' ;rid— ,( \ . \ / r /- l 1• i i • lea Sir I 1 - J , / / • ?" 54' ''f r ..i i r / / ' J ' ' 'I , - r • ROAO IA\ _/ROAD W1 • ' ROAD U• a a t --ROAD .• /tAVDOWN ROAD T /r YARD ROAD SN o ROAD L Y 1 �wD t ROAD N\ �• WAD Or' • S --ROAD J 6 &ROAO M • `•' ROAD PS% 'ROAD Il ROAD a ROAD • `ROAD • ROAD R 4 • " `ROAD E i� OA, #OAD Dl OAD I • RUA • A72 7• `•, 3/4•IIOAD `ROAD C \• • • `ROAD! ROAD R••••"...4 YIOADH ITERNATE 7-LWE OPT ON LL 6 8 SCALE 1"=200' 0 • BROAD Al I\IIOAD A 200' 400 NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SWMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING. MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3 1 H V REQUIRE SLOPE STABILIZATION PER PROJECT A SWM P. ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS. WHICH MAY CONSIST OF STRAW WADDLES. SILT FENCE. AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD. EXISTING LEGEND OUTSIDE OF PROJECT BOUNDARY KETLANCIS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND a LIMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET LOW WATER CROSSING DM=I C-XX POTENTIAL CULVERT 910 PROPOSED 1' CONTOUR ULU 18 ULC 18 COLLECTION LINE I El - UGC-2A UGC -2A- COLLECTION LINE 2A - UGC-2B UGC 21I- COLLECTION LINE 28 Util 3A -UGC -3A COLLECTION LINE 3A - UGC -3B uGC - 38 COLLECTION LINE 38 TURBINE ID 4734460 Pages: 49 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Kcppes. Clerk and Recorder. Weld County , CO O fed • beg Wa. CIO 16. Ili - wiz 4 1 1' 8 47936 PANORAMA WIND I., !REVD L. IAARTINEZ REVISIONS te-as ft. SEDIMENT AND EROSION CONTROL • III itcraNIR 111111 SEE SHEET C2 • `- l• ' •. ' I - , `• \ , - - I I / / ( ' \ \ \ ` r---_:%.,,` \ 1 \ \ _ _ 1" `\ `\'. ♦.- ^ \ �1,�1 1 • }` r ♦ \. `/ . • _.\ -. \ \ ♦♦_ //III 1\% APt• ‘‘‘.‘2."-- __.--��-J/,-`\♦ ♦�'�� (. -�_�'J,/ \`\`�-`- -\\` • ,\'♦1-`1`i-`1{ '•I `1"I II" ----:*.k. •.• - • / 1, /- -r` r\�` `♦•\ 1. 1, `'1_�_ _ J.r - \ It ♦ ..\ I 1 � ` - %` ` \ , `♦ ' ` , • _ ' ' 1" - N \ 1 N ' I90 LF OF SILT FENCE ' �� • ` 465 LF OF ; • . \ \\ H / _ - . 7-13 /. . \ 1 \ J el J J ,/ t fl.n -- �,�' •••• \..\.-``✓ ;\•♦\:,�\�— / ��/y;. /jilt Ian. �,. •-....,,-- -.'jA. 1.`� •}};�� - N J I It .l ;1,11 \\ \ � ♦ \, \ yygg NI" %W _ _ 'C- is / I— ) - , • I♦c_.�. �`_ _., / - / ` \ `` -1 W , W I, W • , �� •, - :, flea, I y/ ,err,, ,M,t jNh / 'ILII �t /',i,/,. rrl rl 6 • \ .S:-. \ / - 690 LF OF SILT FENCE t 1 1..7 �t - J \ ftc,, ` 1 t t 1 1 f t tllll I%11 _1/ l�• ---.- �,♦ „....—...a„.,. ••T'1-1 t ♦ ♦ \ 1 t , a '` J I - J '3/4 :.yam,_; 11115 `\••-- No, ..1•\1 - - -4 \ ♦ `' l t ) / / (.': ) ' '. f / J /' 1 I + 1 \` \\\ \11'C _ = �_ I ts.a.al.. I Is ♦ • a a \ , \ -11. • • • ` \ \ ' ♦ \ ', ♦ • . ♦ ♦ ♦ \ - SO F OF SILT FENCEN. );"\-",--.5:":" ` \ • 1 FOFSILTI{ FENCE \I1r1t •♦♦♦\\•♦-\ •,-. -.\ \ \ 1• 1 I r 11‘ • • )' I - - 11`1 It11 \ It \ v t / 1 1 ♦ 1 a 1 , I M • , •I r, - i J .,,yam ) ` _ J III I I I I rit ' t I • ) , t I r 1 • 1 t 1 , 1 I t 1 t I , - / 1 \ 1 / , 11 i 1 1 1 I 1 1•t I'Il 1 1 1 1 1 1 1 1 5 625 SF STOCKPILE ••I ♦ ICI. 1 l� 1 t I♦ �- 1 II 1 I _ - r ♦• ♦♦ \ • • \\ \1 11 t/ / rJul `'' .♦• 1 t a �♦ r 1 1, 1 I I I 1 r 11, f \ l III 1 r` l•t\ I t 1 1' `\ 1 1 ♦ ♦ ♦ ts''' % \ ♦ I , 1 t •\ \ 11 ` ♦ \ ♦ , t I . \` ♦ 1 1 N ,.....‘ % ...: :1/4:1. ,:::T. 2.0. --1. , ai 1% I .... \ \,�1\♦11 1 ♦ • - 1 \ ♦ ` t` . A 1 ` , I 1� �J , - 1 , w 1 0 I 1 1 • 1 I 160 LF OF SILT FE NC E , 1. ,' ^a • / r 1 ,rl, 4�•,�",' ,:1♦•; \ ' t I. ♦ I. 1 / • \ 4 ` ♦ \ \ \ t ♦ \ • _ ♦ ♦ 1 t I N.. ♦ • ` • \ ♦ ir' , 130 L OF • • 1 \ \ I • j1 SILT FENCE \ , : , .,• , \ C \ \ tal$Z-IT:717_ A nI I • • - \ •%.-:`1 \.l1 �` ••••••• - _- .;1:-•;• • • I \ \ I' l • l / / ' I a r l \ \ \ \ / I• - 1 ' i r 1 C r /1 r ROAD Vv\ • -.ROAD Wt • ROAD IAYDOWN ROAD T /YARD ROAD& , RDADLOL ROAD \�• f -ROAD • ROAD 0--"I•MOAD M rl 0A0 K •ROAD 04 W a,AROAD V ��-t- ROAD D I SEE SHEET C2.19 COO- - UGC-2A -UGC-2B - UGC-3A -UGC-3B ROAD R$.Fox v y ROADO ` • ROAD R ROAD 1 DADE -r r 'ROAD 01 ROAD\ '� .I A2 ` OAD1 • ROAD R r� wDC DAD F ROAD Mr".._ •ROAD M T NATE OPTION SCALE 1-.200' 0 A 200' 400 Al NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SWMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING. MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3 1 H V REQUIRE SLOPE STABILIZATION PER PROJECT A ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS, WHICH MAY CONSIST OF STRAW WADDLES, SILT FENCE..AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD. : EMSTINGLEGEND rOJ OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE Nal Dome C4X 910 - UGC -IA UGC -1A UGC -2A TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET LOW WATER CROSSING POTENTIAL CULVERT PROPOSED 1' CONTOUR COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 3B TURBINE ID 4734460 Pages: 50 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 111rd:001 Ili glAil Rini:Al ic riOnili III III O ow OS E gc gi min u. ea fa wee Wu fs, Yz gg .11 CONSTRUCTORS O 00/18/2021 47936 PANORAMA WIND %ASS WS / c1111•Noi 00 OUP or* REVISIONS VOW C C01•040 t• 0004421 C.7•104, OINK MSC it 131, 4W106,1121K,01F•gai, SEDIMENT AND EROSION CONTROL 0.24 MHO ST UV SEE SHEET C2.27 SEE SHEET C2.26 • 1 1 / _ _ _ 4••• •••• ....- Ns *Q �T` —�I7 ,_ I. + \ I '' /'i" ,Vt \ r' \ -' _ - 444... l"_ J'• r -+ � `'12..__.X.--- .--)(--.-, —01millt•-••-- ""•-----" ,.'""7"--.41". .-*---II --,-:-...----...(-x--Thii- 7 --,„ ..... - . - . _ - \� f 1 \L `` _ ,111" I 1 ( \•` • + `� + \ •1l,11 I,II // , \ l' \ ` • `. - /r . \� \ I / , ' II 111,1' ) \•t%11_. +,-'' +.++ •ll\1 ''1 I,f lt- . \ I 14 �``\`- \ �- \ '/I/', II1111 ' 1 11I \ + \\\ \ \,\•1 \`I\•\ • `•1 �,\ N. 4.- .. 11 •,♦ .` ...... - \ r' f ,, \ \ +4. R r c, i , r 1 ,\ •1 i 1 \ \ • \ \ +\ l ` 11 `` \ . t • 1 t \ 1` A, '' ^ + -�• , \ , I , J r 'iii ( • III Sit (II 1 , •/ 11„+',1, O1%;;+\;:;-`_"- '� `,:1'1+,••`+, Ir ;• � �• \ ,� ti �+•\.\ J , 1\\••` �� , ,/• •• l 1 1 • 1' 1 ,' • ' a /'�I i I , ' ``\ +••1\1 1 `1 , \. \ t +.• ' \ + , ♦ • A .. , /L \.-/ ', to' N . , - ` 4.••% • ••• 44. t`..• \; +••I _t \ , \ . \ .'' t • , •\`�L, _` %• • • • 1 / r I +f •� I, 1 1 + 1 _ ^I 1 ,11 + ,` 1� `•- _ , �' 1 \+ 1 1 \ l \ r r / I r r . • . r . ` • \ �' + ' _ - _ \ • + ` - - 1/4%1/4 + . ` `,\-- ` \ !/, /I-- ,- I1 '• 1 I `I\,•1•`i�`�r. y-\+,, t•I,\ r1 , 1 / 'r ``.J _, ,_ +•- \`- +`\\�\` --_ ` \��\+�\+�\ I ' 1 ' \ - \ , I I \ , \ 1 \ • I I 1 1 , . / ^ J / • J J ^ \ . r ♦ \ + • `� - •‘• 1 `•1. II r1 ,/ 'IlII1• •r 1 \I+ -1+`+,1; `+-+\\.t,lt„+� .• J I ' / , .\� ‘•,.. + ` +,\ ..`+\�'� +++`\++�_\' - ..\+;�'♦++1\\ / /// ' �r r1 \ \ t I , \+\` `+— \ ` \1 1+1 1,1♦ t /+ , ,' r 1 • _ I .`\I- \ •1 • , , __ - ��++\\�+11 • , + -r sJ1r• N III ! 1 , \ \``••,1\�_\ "\\, ,++, .,. .• + 1, . 1 , t_ , _ . �-;� .� _ -+_\ \ +, • \ • -� ~ �`` `• `L, Q1``1 . • - / I I 1 . • -' 1 $ t , \ \ • + \, 1 • . 1 \ 1 1 / - \ •‘4.•••- \ I: - ' ( I , I \\ ` •. ~ . +• c\\• • . a , - , - '1 I • • • • ‘ • • • 4 I • I + \, • r` •/ ,• I 1 I I. 1.4 ....• ,' f I , 1\ I 1 4• $ t• , L111\{ \ \ I J .1 _ \ s. r1` '•1I 1 I 1` ` 1 + 1 , ` \ \ `'\\ r \ ' , / 1 '' I \ - ` \ 1 \ ` \, • 4 1 1 1 \ •t •1 l 1 . \ ` + ` I .. S. •1 I � I • • , ' • I ' , , , 1 \ S. r - - \' \ ` + + \ \ \ ` + `\ ll • + / •,+1+�• .) I 111 \, •! • ` .\• ' ' / f • I ` • •`,• , _I•/\+\• + .\•1 \+ • •Ir , • ,. +, I 1`t �\ +1.‘‘... +\1 ,`1• , '111`\ �` ' r { • �t \ 1-� + ,r ' I ,j1iI I 11` +\\1\ +-.-/- \11111 + If�. .. .� ``_•-! ._ •�.♦.+�•+1 • J I,_•• ./ ,1 , I I, , 11 ``++\1\\l,`I',/+,II• �`••_+,\\``++ • • �/�,,1 . 111'•Ir,iv 4\r, 1!r) 11,\11+`1/♦ /'/r'�/'I/.I- ' _-_`�\11�I,r111\1\\+ 1 • t II:It I,) i I 1 1 1 1 , 1 ( I . \ - / ' t ( I. \ 1 1 + 1 • ` \ f • _ _ _ - '_ I 1 ' I • / I` / • ' \+ \ ♦ t I ,'/ • I 1 / , II I I I I I I ` \ r J 1 1 , , t , 1 II/' r •_ _ -'-�S, , / I '' / \,I/' _ -_ `. `1 111 , t' + I 1 -1` � 1 1 • • I I 1 ' 1 11 I t +. - ' -• �' r / , / !' /_o . t '� • ,,•11 , . \ `+ /' /^IIIi t ,11,, \ •II -� r ' +• '•• I 1 f J I I : 1 1 1 1 \ `( 1 fll I I ( 1 , / / 1 \ ` I `� _ ,/ + rl / - - "'. _'' / , 1 •, -•, � ( _ + / 1 • + + 1 +� 1 � 1 ! , 1 1 \ 111. J J I • / I , ) , 1 \• + , / _ • / r / ♦ J 1 • , ' ` _ ` N. • \ \ ` • \ '+ + t 11 / • ' i I/ 1 , 1, •' ' ' ' I / I I I r i- • • • ', , _ - - r / - . �' I' _ •1 - I 1 \ `` \ ti i `,• 1 • • • P� \ , / , 1 - t i t / • I • L \ I . r r' t J ' . - ` , + ~ ' r I /' \. t .' ‘, \` .\ I 1 ` �J1I( r. \ 1 ••.1.4.% 1 , I I I 1 - / 1 • I •1• r - - Or / ' r ,• l • - '1 \� .!+ 1_ ` + J f ` /, ( ,+ - -1,11-•\.' 11 I I \ •1 Jr 1' - / •I , • ! 1 ' , •••• `- , 1 ` , r, I J . , l J - r -' ' -\ , - •, r f I •� ` •.t R ' ... r/ r - - � • +\ 1 1 \ • ,• 1I! TJ ' - 11 , - -, ' I L 1 • . rll .v 1 1 - , ' '• I. I \ ' J R ti / 'I /' \ \• I• I, • • T17� • • - �,, i - + + • ••\ • \ , \. \ r • I / • + , ' 1 / ,-,.S, + +, ``+. +• •++1,`\,`•`+ •l + .\ ( /.,� ''''•• ' 1 1 •, 1 ( , ' 4. I • • \ • \+ 1,�1 • + \ \ . ` • �+ t • \ �•.� S02LF�+0F f 1 I I J J , I 1 / /'• ' / t L' •t1 `\ _ - ` • .+ a•i�+,•r1 FENCET ' /' 650 LF OF SILT FENCE ', : ' s ..%•• / • ! r • ' I I II I, ,• ' l II .! • ' rid \. ` , . 1• / II ]I r J r I l -1 1JJ\ 1 I ' 1 Ir1 _+11 • - / rl -" / ' . I , I + l '• , tf I , / r\..,\ _ ♦'- 1 1 \ N • ' t•'_ . " !lI_ ` � II ; • 4 + t ' •' '1/4, r I , , / , • I '• • 1. • .-.-11;1- 111�j\I r , I/ _I,1 r rl I. I . 1 / / 1 Ill 1 17 I 1 I. 1 / ',t I 1 •• , I r I I II I , ' 1 - \ • Iii ' • • • ,•/ I ./' \•„ 1 ' I , • • L • • ? . - -'y • 1I\ t \ +\ r,•\ •�\- Na I. !k ` xr UL `-.,- i •I••ItNi ` \ • • Y I• I • W,ll 11, W; t I r 1 11 I .• ••• •-• 1' I - - • }II ' I 14 I '- ,- IJ\I n L •: 1 I �L • IL• ' w • I I. • \- I , • I • / ,'• / / /', / "e / i 225LF OF SILT FENCE l • •, ; '.0•... - 0• , , = -• I- 5.625 SF STOCKPILE • +� " %/, / 'I . _ : 1/ • , I 1 • • / 1 r I J1 f ' / r / i ' I"/ / ( Ii roe • • • • SEE SHEET C2.21 I • , 'r 'eQ/-/�" �P'r 111 • • • •• it\ + • ' 1, I / j1 • I,I• �T v • r—.....$( I ` :— Il` X1111 `t,' `\\\\t,\:.++`�, 1 ,I•I ,11 • Is , � `- ' � , / � , 1 ; ; 1' ' ' 11, , t 1 +, 1 ', 1 • •. •• ; ', \'; • • If1, .... , p : I.. I I', -I /r, •/ •� 1 1.••• t.1 i /,J _',I / +- • -_ — • , , , , I I r r r,' r ' -/ , / / // +++ \.. ` — —, • • • rAX L'' ",'l, ,_ „ , +: +1 •`\.. + e JII at lit • ..': ‘N....‘:- ...S‘s. I 1 i '. ...- - • • / , 4,/ '' - _" - __ -... , lit • - " ; .+, �• r'I r .1. • / _ / r : /L t r I / / r J 1 1 I , 1 w 1 \ _ ` • �` ••+ .�• •/I I ills/ /,',—',_".� %'_ `''- - ,• , J" /', rjr /IIfr11 / / ! t ~••1• -- ', / ' �'.�. T 6 - / / 1 1 1 ,-'•,•• . • 1 \ +.•� • 1 i'' I_ , I I . ,/ •/ \ / • 1 r, I t l r' I) J, 11 ) 1+ • r' r "1 r 1- • \' `• • S I +• 1 ' Il ,' .JJ r ',Pa., ,, I I I I • 1 11' 1 • I r + ; , 1 J•,. - \` • ., • • • 4734460 Pages: 51 of 223 07/12/2021 11:00 AM R Fee:$0.00 Weld County CO Carly Koppes, Clerk and Recorder, II 111 Kink ( MAIM' MARIA I 111 I r C r- • I - KEYMAP ROAD W` 1-ROAO WI • ROAD U\• - i—ROAD V (AVDOWN YARD ROAD T\• ROAD 5\ `'•ROAD L t ROAD L ROAD N\ \��••• --ROAD J ROAD O ROAD M • ROAD P -t► ROAD A ROAD RI••• O • ROADG r • \ROAD R 1140,..-ROAO 0 "ROAD E Jr' .'"--ROAO D7 r • ROAD I r I ROAO A2 1 rk"-ROAD \ROAD a • .ROAD F ROAD HI-Ab \ROAD II LTERNATE T•LINE OPTION NAD83ICO83-NF� SCALE 1"=200' .44% -ROAD A• `ROAD A 0 200' 400' NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SWMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES, SEEDING. MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3 1 H:V REQUIRE SLOPE STABILIZATION PER PROJECT SWMP. 2 - • ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS, WHICH MAY CONSIST OF STRAW WADDLES, SILT FENCE, AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD EXISTING LEGEND (Vv2-VXV ///%/j OUTSIDE OF PROJECT BOUNDARY - - — ow.— - --x---x- 10- - we - r0-' WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND — OHIO — I.••,«,•.•rLL..,•••.t• om• •III ;ttlsllllldtlieiHd/1Ut1"ilhliiil Sf ov — — ••••••••.-5 - u o v i aoogooaooao da C-XX 910 -UGC-IA UGC -1A -- tthr IB tIGC -IB -UGC-2A UGC-2A- -IIGC-2B UGC -28- UGC -3A UGC •3A -UGC-3B-UGC -38- INt LIMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET LOW WATER CROSSING POTENTIAL CULVERT PROPOSED I' CONTOUR COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 TURBINE ID a. O • ce .•in • t, • Z . O • • nr. W CONSTRUCTORS a Z 2 IY z a Z H J8 06118/2021 6n,- Ter,: •,fall 47936 PANORAMA WIND M. TREW I L. MARTINEZ I •* •. wN Era .l.,4• n. W.• b on. c.. ..Uasw. pLy,l, 0 tI4..IGI IS DPOI.P r,0 Ler . 411 00 Mineola' noon,* or +II est ell .L.a W•'01 M,...L •r,WrLLr REVISIONS wool,•. WOW: 0:I Y/III:0:1 tiara IWAI n411lic MN'EIII} C),JIRt Ow IR: clime,,, •• $. IAI,b.1S Y pL4 SEDIMENT AND EROSION CONTROL Al •. r • 1.r 1' = 200 C2.25 • SEE SHEET C2.27 / I .1 •L • f 1 1 1 1 , \ • ` V • ' 4' 1 .\ " - \ ' ' •• ` \ \ 1 \• \• .. ♦ , ♦ • I 1 • I , • . • •• I — '` I - • ^J / '• • I J • \ R .I \ N. .*^ 1 - I I , 1 • • • • • • io `•l -4 • • � 1 • • • - ' j• I . It / I se I ' ,-✓ - 1 1 y 1 \ k 1 1 , 1 I , 1 ` 1p \ 1 1 1 1 1 - • • • • • • • • 1 • • A. • f I // I • , I 1 f ' f ♦ \ •� „ ♦ ' , 1/4 11 N i t • ` I 1 , I I � I ♦ I ! / g, ,, 'I ` II rl, J ' , - . , 1 11 ♦ if 1 I- % ♦ ill • /, ,'I / ' I , i. , 1 ♦ \ I • 1 •• • • • • I 1 ' , I , Y1•\ .. • \ \. 'I \• ••1, • ♦ • •• , k`•• • , St • \,` '`\ \ - ♦ 1 • ♦♦♦``l• • \ `• . ♦ L ,I - • 1 . ♦ . `, '•. IL, • ,, . , _ I ' I ! I • 1 TOO i • • r , I I / • / I' , , / • , I / K I I 1 • 11'• / 1 I 485LF OF SILT FENCE I, • • •\\\ • ,•\• `• ♦ 11 , I 1 111 • 1 I I 1 I I 1• •` , ` , 1 \ C ♦ " I \ • , N ` • a • I I , 1/4 , \ • • , \• • •• ♦ `'•♦ ,1 ' I , ' I - - . • \I • • ` I , I - . , \ • • • • ` 11 , 1 ; ;I• 1 • - N. • •1 , �, • ' •-_—,•,•I'11,111'1I',`l'I • 1 • • ' if \ ;N= - 1111, 1, • I1 .. 1,• 1 SEE SHEET C2.25 • • , • I • ,1 / I • •Ir . , g.1 .. , „llry /,'f'"; — — — - , 4J0 - -� �. :C./dote 7 - - ,,,, r I - `' f • \, r Y J 1 • • • • • • r • •- , ,r • 1 ` I , • • SEE SHEET C2.20 . 1 . I 1 I I 1 ,' I • •1 ;:�, I1 / 'I /.1/ KEY MAP ROAD INN ✓ROAO WI ROA0 U� - •' /LAYDONRI YARD ROADT` %� ROAD s` ROAD L✓( Iwo L ROAD *.. �• t --ROAD j • BROAD IA ROAD o -' <ROAD a • ROAD 1- • • --ROAOv ROAD RIB Ir •• •\ROAD O • 1/4\ -ROAD R ROAD D l, '`ROADE j -ROAD DI ROAD I / RO AlN - A2 `ROAD f • `ROAD ROAD F ROAD Ht"' •ROAD H LTERNATE T -LINE OPTION 3 SCALE 1 =200 0 AI "-ROAD A 200' 400' NOTE. SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SWMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING. MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3:1 H V REQUIRE SLOPE STABILIZATION PER PROJECT WIMP. ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS, WHICH MAY CONSIST OF STRAW WADDLES, SILT FENCE, AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD. ' EXISTING LEGEND (!/!./'7VYYVA WC! - - - - - 9111 - Olin- - - -11---R-- lU- rt)� .a OUTSIDE OF PROJECT BOUNDARY NIETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE iIIIIIIIII1IIIIIIIUil$II111IIIIIII O1 •-, am., pi, -1..- 0 ■ DIMUM C-XX 910 -UGC-IA- UGC -IA- uGC -IB UGC I - UGC -2A UGC 2A- - UGC 2B UGC - 2B - - UGC 3A UGC -3A - UGC-3B-UGC-3B- TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET LOW WATER CROSSING POTENTIAL CULVERT PROPOSED 1' CONTOUR COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 TURBINE ID 4734460 Pages: 52 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes; Clerk and Recorder, Weld County CO iu rordmvi 4 UI kvi i 1' ett O obi ialzuzi 47936 PANORAMA WIND 4,44•44. &A nil Wiwi) gagnInArAggrg 14444 floe UntlraLinn UM") ininol 1.• REVISIONS In lint: g c gm.. tali **If c end 0 IT II - SEDIMENT AND EROSION CONTROL 200 ROLM NO S SEE SHEET C2.28 _ROAD W , 1 , / • it\ iv { 10\ most J •\ 1st. I 40 • • 300LF OF ' SILT FENCE • 1' • r J? • • c%") 4 t . ' 1 9r�L /� 0 C 0 1 .21 5.625 SF STOCKPILE - • • $I \ H \ t l' r ti • • • , • t 22515 OF SILT FENCE Y '7 •/ • • la \" r . , 1 r • 1 V ROAD U r P �\ •I. - 'I / .I • t • • • • I,• , • 1 a • / I • • • I • • • I• r • • I • / - I I • ' .I r , r • • , I t /•• / I • I - r - • v r •I - /I , - - / 1 I •- ' , - • / • 1 r , / - ,I ♦ , I , I--', - - - ''''#,-_•,I-'v , • , 1� 5.625 SF STOCKPILE + f • 225LF OF SILT FENCE • • I • r I I , • • • / • 1/4 I I I I • I / I , • '1• •. - ;►,`I. / /, /l • \t t • , t • • • • • 't • •"/: • • • , I / • t • , • t \ • • • , • 1 I • • I I • , ' • / • • • • • • • • I • , • • , • • ! I• • 1• , • � C ` • , 1 I/ AI 1 • ' • ♦ 1 , I j1� r •••• / •••.! - • , , • r � ~ I, ' r r - I, ' ' - / - - / 5 I I•• , I ,•' , , ..I II I I t \ \. • r• , " t 111 11 1 l ' I - , .'' 1 11 1111 • I I' - ♦ . ♦ / ' - _ - ,l,, •ll • •1, I , -. ,'' I , • . / - ---• 1 •,•11; 1 /▪ • // / \l♦ l . ` r N. • I I ,ro, , ......„ , I e • ‘,. • 63 I • 300LF Of T FENCE • • SEE SHEET C2.25 • • • • • • • SEE SHEET C2.26 • ROAD TN_ ROAD Aj• • KEYMAP ROAD ITERNATE T4114E OPTION • • • Al 61/244`4O40 A SCALE -20O 200' 400 NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SWMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES, SEEDING. MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3 1 H V REQUIRE SLOPE STABILIZATION PER PROJECT A ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS. WHICH MAY CONSIST OF STRAW WADDLES. SILT FENCE, AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD. EXISTING LEGEND 177727777277A OUTSIDE OF PROJECT BOUNDARY - - - KETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND a UN 910 3A LICA: 3A att LIMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET LOW WATER CROSSING POTENTIAL CULVERT PROPOSED 1' CONTOUR COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 TURBINE ID • • In Magi • ta CONSTRUCTORS <zi 1 MD PANORAMA WIND REVISIONS SEDIMENT AND EROSION CONTROL 200 C2.27 4734460 Pages: 07/12/2021 11:00 AM Carly Koppes, Clerk and 53 of 223 Recorder, Weld III kVA," Ultlii1,6 list! County 1 CO • I A iI PYO I '1'' :Cc e. I. w -y-- - .. • • -•L.' /'/ ' I ,, ,` . - - - ' I I 1 1 I ` t ♦ . \ ♦ ♦ , ' \ ` . ♦ • •, 401".#1".. L 1 , t 1 I I I • , 1 r$ 1 11 1 • - _ \• .• \ I I I I _ f • - ` - / '/ •, •1 kf1 ',• \.\\•``-•� /- I. •7\,' r• /- ••- -/' - \,e 1 Yti ', , 11 r a • 1 I+ II\ - 1 t •r • • 1_ . - • \ • • 1♦ 11 I • `I I • 1 •• I I ( I ` ♦ • • • 1 • 1 • • • • • • 1 . • -I • • 1 • \ • 1/4. • • • ` 1 1 1 I 4 I I I • •-�` ,_ ♦.. I ' I ji rI I- /- ``,`•,'``. „` ; 1 ` I it ,• •1' • 4 ( a % • 11 I1 • ~ ••,•' I I ! I I 1 I ` \ \ ... ` \ • • • I. - , ♦• , ,'. - ♦ \'% • • • 1 I r I - r / , •I ` 1 ♦ •1 • 1 . ' \` 1 4 •, • • I S. %I • �' `440. t I ` ` `• • , - • - . 1 1 , I \ • _ \ • 1 _ \ S. 1 • • ' I1, j 140 11t. 1 \ /••• , • 1 • l/ 1/4 Tit • \-• 1 1 ) I r • 100 LF OF SILT FEn,•:E I f• \ / 1 r • J 1 1 4 1 • \ • ♦ \ 1 • ♦ ♦ I - • • 1. •I ' • /. • • 1 1 \♦ • l N- • I 1 - / , 1 11 / f I I• / I • ` I,I+ , • ♦ • 1• • I 1 1 _ - , • - - _ • •\11• %1 •%% 11 r \ ♦• •\`• 1,1 %• • • • ` • \ • 1 - \ 111 1 `I,'• I 1 1 a 1 • I I I Ilk I. 1 1 I I 1 t I r+ // / I' r I 7 11 I I •' / I : I / 11 Jr' i I 1 . ,'/ wit t • • , •111111 Ii r - / .� 1 • • 11111\ 11 ,.. 1 I I (111 t 1. I 1 11 1111. I \ ♦ • • •. \ 130 IF OF SILT FENCE • • / • • • \ • 1/4 • \ • • • 1 11j`•111 ♦• 1• •\i‘:,‘ •\ 11 ••• ••• • 1 1.•••••••• 1 • 1♦ • t �♦ a ` •' � I � 1 , �• � 7I ``7 _ , I I 1 1 f • ' , 1 � 1.4‘41.-7.....7..,‘ 17 , I 1 I� , f r i , • • • 1` • t I 1 I ` • , • p • .. ! lit: ' � 1 ! 1 1 I ' I / .. � ♦ I IE / '� 1 � rlrl , , 11 , , I �• II• .. _ � . • `' ♦,a':;:;:zil; ♦1 1 1 1 ' 1 1 1 ♦ ` 111 � !l0LF0F8ILTFENGE ♦ _ _ 1 i , I. � - - • mil, `�:�•' ? St 11 r , I • • liar.♦ Ili 1• \\ el 1 / � '‘.0•%‘‘‘‘‘\%::••7•.."' 'I' •• \‘•,• ♦ ♦ _ ` - / r t 1 ,, 1 11 .1 ' • r. . � : t • P•• `I w N •I p l F - I ti I • ♦ \ • • a. "/.% ••1 ```;\`;=` .'./,111[1`; �;; ••. ,\';, � --. m'4- ._-''_\ - `• .`.••�• ..•,; , F. Ir' , '; 1 I ` \ 1\.,\\ I I ! •a\�\\`...:-....11::::: \_, �,, I/I1 I/�\ ,\` r, i• y•,• f._w 1 / 1` • \••\•• • ♦ • • i • .... . . . "" a I • • N. 1% : . :NI:: ::::.:L.1-4.: leijiliffi:ji: d'ent 11- ''':11.............::::-. 1.7 ...;:r1 - : ---: I : 1::::. ..... ' - ...: - t 1:1 7 7 7.- - - - de r11--:i -:• :::,:,, f - \'j` • .../.. - \`; � ` - -'/ 1, - \`_ - \ - • `� I/- -7,"�--1-11:111/41....1111:-.111:11 �•• \S 4. III I I it • • • • • • I • ik‘1 I 1 , j ..„, 1.: M1., 47..... " .14. i "_‘•••::"...... 'IL- .... III I • • • ea 4' 111 1, • • \,` - , 7 // ' ' '^ 1 ` ♦\ \ / / 1 ' 1 \ • - - - ,/ 1 ` ' ' •••• ~. `^ imm .... _-_ - _ • • /. 1 r ' 1 I ` , s r • 1 I 1 • •' I '•♦ `` ` _ - , - 1 1 a - 4t al. _ - - - • - - S \ vie: , - 10:2.1 ilei' ~ — '•�- `- • '/� , \•``• :^r'� __ '/7'' I' ♦`1 -`II ,/,_ •_')11.11 -- r^r.�•r �• � • •\•_ ',/'/_-----.."-_ _ — • • dr r • ._. : : ....., . . a: ,0)::, 4, i ... 1 e II • 1 e- 4.0 b. • DIV • • • • • • 1 / a ' X11' 1 ', / •' ' / ~ t - -\`♦ ^,/ / -` -'' J _ I' r \ •• • • • .♦- _ /' _ - •, - - �•9. �/ , • •, ,♦ , • f • I t I I • l I I / • r, • rIll • I •' 1 1 r •' • \ \ . •' / ' ' I / / • • ' - a f ~ •.. ^ \ \ - - - _ •. ' - ' ' ` ' ' - ' '1 • I I V ` • ' ' 1 / • • 1N.• • 1 1 •• \ / . w• J -• / r , I _ • , J, I I a 1 • 1 • f0 • _I'•• „' - • ' • ' - • - • --- 1� - •• • I ., •I ♦ _ — / 1 / , L r w r - N. • • • _ \ _ .. I_ 1 - • 1 • \ 41 • • . IC • • • I 1 1 1 r 1 I •• I I • ` I 71, •1/4 • • I • • . L • • \ • • • • 1. \ I \ • I , • • • \..\ • _ • ` ` I • -' 1 cc ` . .` 5• • _ •• • • • `I• 1 \ C \ • • \ • / .."• \\ 1'. 1 • • I r _ __ / • 1 1 r — •^ 1 • 'NI -dint -• 1• lr _ , • • ♦ ` ♦`��-� • a • \ ♦ ' et; •' - ....".:1........ 1, - - -\ _,-• •..._• 11 • • • • • dr:•' .• ._`' - . •\ l ,\� „ ♦ %_ Irmo As ,� •' ♦Aa N 1 '7 f1;.. I / '` • ` .. / \ \ '\ • _'/�' .•,- \ `-.__-__-\---- -/'♦ ♦-1- ♦ 1 •-♦_ r/let, / • +P 1 fali • f• 1 \ • - -• '1. �/I ,.II/', re "• - ` - r ` ♦ •`•` - - -� .... _ ' • Il ! • 1+ _ I I I+ I - • Q! 1 \i •.I ` tih.- Ic. • to I • • 1 „....T...•: i I • -_'/ '! ` ` _ • _ 77-,_±.7.... _ •+ y _ - I l • • • I I ,/ - _� - • ♦ ` `- _ - - _ • , ' _ 1 I • 1 ♦ . + - - ♦ 1 • �yM • ///,/, �•r� _ /�Il .I '\�_-\♦-___ `-___�>_.�•1.1 L`'�•,� _--\♦._`- _-..�.--. I,••/_ \- / •J r' 1�.••/. �I''/_`♦\\•-\•_1.�• Yiq tr'I/'/,�/,�'/_\�///.'-�•__ --w. .♦1.1.1 �. '/ \�\•�_'_-_•`__ /'',/. 1/ �•••• I fI/ \•``\� _ 2 • 1 I ' I , / / / I / I . \ .. I I • • 1 • • ` ♦ ♦ I / / wit:• \ ♦........1.:.........t.._ ,\ \ .• • ' 1 ` li • I I r'• \ • `- ♦ 1 1 // III /' / I I ♦ �. J III ! 1 - s 1 \ •\ ♦ • - .014 Ill' I / . •1._ - -‘...1%,:c..,:•... ` \•` _ - _ _ N , ( \•_ ♦ 11.1/4-4 ,, , • II: , / • `\ ♦ . \ ` ♦ .� • 1 1 1 1 ! 1 1 1 III / . . I ( ` • • I • ^ • • ♦ \ ♦ \ J.:, / / I / 1 %a • - � ` • a. _ • % \ a - ♦ • ` ` • \ _ - • ` 1 • t • - .. • E.I. ' /,' � ` 1 •\ � ` . \ ` • • • - _ — - - 110 LF OF SILT FENCE 4\ L I- J ♦ • Sb • 'I SEE SHEET C2.27 ROAD W✓ROAD WI • KEY MAP 4't„.. -ROAD DerN ROAD E --I `ROAD Ot Ir ROA0Ih� AO I - '/-ROAOV IAVDOWN • ROADS 'ROAD lY/ Rt110t ROAD N L--ROA0 J / ROAD O�1 -ROADIA•` • CROADI • ROAD P1► ROAD K ROAD Ri` • r 11/4• -ROAD O • \ROAD R - OAD X ROAD li - - y ROAD X /1-UNE a- • • ROAD` A2 J"ROAD r \ROAD C • ••ROADf • ROAD N1-°#4. `ROAD N ....11T ERNA TE 1•LME OPTION NAO83/coe3.NFT SCALE I =200 -_- 0 200 ess•Ii•XA,r F' '\R0A:: 400 NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SWMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING. MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3:1 H:V REQUIRE SLOPE STABILIZATION PER PROJECT ^ SWMP. /2\\ ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS. WHICH MAY CONSIST OF STRAW WADDLES. SILT FENCE. AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD. EXISTING LEGEND Iv/7/.7,-.,777/ r i - JJCI ' - - - - :+r; ---ate - FD OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE IIIIIIIIIIIIIIIIUI111UIIIIIl11111 0 0---. re•vos•e•.RT•.� C-XX - 910 - UGC -IA UGC -1A UGC -IB - UGC.-IB- -UGC-2A UGC -2A- -UGC -2H UGC -2B- - UGC -3A UGC -3A -UGC-38 UGC 3B- TRANSMISSIONACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET LOW WATER CROSSING POTENTIAL CULVERT PROPOSED V CONTOUR COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 TURBINE ID 4734460 Pages: 54 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder. Weld County , CO I I I Mc! Allikrjetil PC I 6eitli I ill tilt El IA III II a. O re • • [oniviffimmficrx 2 O II r Pr, At IIJIAN 47036 PANORAMA ARN0 RIVIWWS SEDIMENT AND EROSION CONTROL V I3 1 •— \I ,tt /,11 I •<- 'la •.': I • `( v I • Jf-1 1 _ I, A 11 •• ' I • • I 1 1 I 1 - J J ▪ • 1 } BATCH PLANT / I - • J 1 I -, S I S 1 e • 1 • ' _ l 'G . .3 , • I 'F\ r— — — _ - - - — - - - - - - - - - - - - - - - - • • 1/4 \ \ • 1 t L I 1 I • 1 ` 1 r r t \ \. AS BUILT DIVERSION DITCH AND SEDIMENT CONTROL POND I' 1 1 • S. • • • 2400LFOF SILT FENCE J � 1 I -P 134 . • _ r f r r • l r / r J r r r J c J I r J • N l — / J I I J I • • I 'I • • • / • I" 1 1 1 t' r I! • L1 ROAD* ROAD W1 i_14. t_ ROAD U LAYDONN _ r YARD ROAD T ROAD• Y__-_.. ROADL ROAD N ROAD 0 'S 4- ROADM ROAD P ROAD RI •\ ROADO ROAD V r ROAD R OAD X1 T-LNE KEYMAP F ROAD J ROAD X ROAD G a.. ROAD X ak-ROAD DJ 333333 ROAD E ROAD Ot ROAD I ROAD A7 C 0S k OAL* A r ROAD C ROADf ROADNI - ROAD ALTERNATE 1 -LINE OPTIDN ROAD • SCALE 1"-t00 0 100' 200 ROAD A• NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SWMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING, MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3:1 H.V REQUIRE SLOPE STABILIZATION PER PROJECT SWMP. ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS. WHICH MAY CONSIST OF STRAW WADDLES. SILT FENCE. AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD.' EXISTING LEGEND of /7Z./22V. X 10 Ote raj OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND - ant,— — - UGC -1A JGI: IB - UGC -2A - UGC -2B- - UGC 3A - UGC -3B •I• UGC -IA - Jut: 1B UGC -2A - UGC -2B- UGC -3A UGC -3B - LIMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET LOW WATER CROSSING POTENTIAL CULVERT PROPOSED 1' CONTOUR COLLECTION LINE IA COLLECTION LINE 1 B COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 TURBINE ID 4734460 Pages: 55 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO Nrikk 1010,11:0141k1 1111 as O •• V . • Z • O � Sr �W P g _ gg p � n Ti ^ zi a- %,2 MI oi gO R Q W CONSTRUCTORS O z 2 Q O Q a *I&4O2I "1.41.• •• Milt S 47836 PRu.4C' WuC PANORAMA WIND X)0,1WW DRtV,P. M. TABOO L MARTINEZ Mr.. ire u -dada -..•••••••• aria ., • .. .Na 1•eII. .I I s,fl l•IIY*'• .., +I St w q►'e.+Ie.. •rte a•• Awl •• • v/• 1• N w• V M 1neh1• ...•a•• •• "Spin San I W •► :• ••h10•a. PION. ••• I- tfit IuC•SM 4I--• •.r. u.. -11. .•I. r1•Up,, L.0.e EVISIONS • •sdl0'•• 1fCXIe'kYi ',...)not f ::,L,Y• Iry UAI•t•III _ •t13P!• c&Air• PP i . l WIWI'e .RiV.. , . I . w"10.. SEDIMENT AND EROSION CONTROL I..•' "D+rGI •' I I •. ,{ .•I•5r►.A r L1200 C2.29 ir • / _ I .•/' 1 I t • • _ _ •/- • - ` r.� ' • r I - . - / r -. - - _X _xa 1Ma, _1,x=.-rL__K--. - xx�. I r I r •.. - - • _ .i - '. - , t _- I % - \\\ I - ire• f ./I ' ,' • ••••• ^ V M - ♦ ' - _'-1 II, I -,. I' '' I .-_'1"''• ~ _ '' I -1 '{ a - r - JO ,' I '' _ - (( L - • I -// 'I '\- •\ I 1 - III I I I' - - _ - , I r I ' _ - ' . I ` • ' - I - / • - / •`, / ,' _ ' ` I 1 I • r - , _ \ I ' ` \ 1 ,• 1 ( w •••• `` / / / — V • •.'' /d •'/ •.,' 11 ' - • • 11• ,1,••, I • t ' / I lI i_ - -'/ I /'---• I I/ III_ , I I '\ 1 / , I • , \ I '1 •'o • i -, r , ,' -—- %' —'•11"11 �'.... �.• • I -," r/•i'•.i ,• \,\,•\,`, •� I ' ' ` ` t I -• . ; ` ` . . ' - - . _ �' , 1 / I .. . ,, ... a _ ( • I _. • It • • , \ • • , .• -- . -.• r • ` , 1 • • I • , ` I ` — • - • •— % • — • I I , - i ' - _ - : _ ' \ - _ ` • - • 4. ••• I N. - ^ _ _ — \ \ , %/ — 66. II ,`'\ r `•-•-I I .% I , `•\`1', - '-`•I I - •5• ,.�:- •' . i• - _•\ ..` •••...C , \ If ,g 1 I I - • .. • ' AL TERNA T� T4INE�p L ) III J 1, • • ........_. ....... .. .......... i ....: ....- „..‘1•7 .... : , ..... ..,...s. • ...1 ...1....:1‘... ..a. TralT1 Z11111 1 :%."": • • • • I ♦ \ \ III •/ 1 I I 1 /- —_--—-._1:..:ll...1:::::.:.::::lt;.. %� :Ell1 N 44 at 0 ill • ` . \\ • — ' \ . \ 1 • ' I I • r \ I ' .. '' •♦a te - / • � = ^ — _ — i-.E .. /7‘.... \- / 1 • . • ♦ •%%‘,4%.1.1.4,11.. / ' rll1, • „ I \ - , .0 ;, - _ j� . _ ` �- , , • ,� , .- • _\•'•'_ / __ Ems' '�_ _ +.._%//'-' ♦ /L. •'- -'•'�- -\ `r . • I 1 t• \ - -I • �• 1 • • J •- ` 1 \ + , - - . ` V •\ ` ` - - - - - _ - - ` , , _ - - , • `` �. , - \, , �_,,,• _ ' - l ,' • . • • ( ea ‘ %/ I / I/SI 1 — — — . II . '• • I ` • , •` / / l• \ • - • \- • • / • • • EE HEET C2.20 • r • • I are • • 1 I ' • , r' • I • \ .\• • I - '•'- I '—• -' r i = .' •. •• 1 , / •f • • • • , . - I, tie it - ' , • • ,• •' — se - - -• _-• - „ • • I • • , -' I 1 _ , • ', I - -• , - • • I • • / • 1 ' • I I • • I / • ' 'I a I• *f I • • I , .•, r / ' / 1 / 1- . ' • / / ' - . 1 1 • '/'''/-� `•\``` .'/'+/-f '' Ct I It 11 //-•_ `'•' III 11 r,^/ -Lz\I /I III 11 I / ` / ' , I . / I / I , / i - , ( ' 1 1 _ ' , , , I I 1 , `" I -I I I I 111I' 1' 1 - I , • / • _ \ J r - - , ... - _ _ I i III 1 , ' / 1 I 1 • ' I I ' / • 1 •i re • -•\• .w 1 •--•' • • - - /I`; \ I • , , , • •• �,` `r • • ,/ J _ • \• • v, • ALTERNATE r.�lnCp,*trlu\ • • =, I I • , I I ` , v . % _ `+ \ , •. i 1 I • I •% I— . • . • 1 t • , - " " --''- \ - 1 Iv 1.11• - • • I / • I - ,. - ♦ . • ' - • \ - . • . \ A 1 it • ' _ - ". •. , \ , `I\ M., • EE HEET C2.31 • V 200LF OF SILT FENCE IP • ,, • • • • ROAD W♦ R _.OAD WI a ROAD l!� ROAD T\ • ,,--ROAD V � • • Y ROADS. (OAD I ROAD L ROAD N\ • ROA D O� ....WAD M ROAD P♦. • ROAD Rk,. \ r - • `ROAOO \I • YROAD KEYMAP I--aaOAO4 .1 `. I 'ROA0 K • ROAD reRROAD D • r ROAO E 4 BROAD Dl OADI wk. -ROAD ti • r\ MOAO c. • WOAD F • ROAD 11 / OA0 H LTERNATE TONE OPTION A� A7 a "�ROAO Al BROAD A NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SWMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING. MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3.1 H -V REQUIRE SLOPE STABILIZATION PER PROJECT ^ SWMP, !/2` 'ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SMALL EMPLOY SEDIMENT CONTROLS. WHICH MAY CONSIST OF STRAWWADDLES, SILT FENCE, ANDIOR LOCATING SPOILS UPORADIENT FROM THE COUNTY ROAD. EXISTING LEGEND Z - D•IP- - - x ONP -- rO OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE ---aRA- - - TRANSMISSION LINE ACCESS ROAD IIIi111IUhLI1IIIIHI hIU4bI hul CRANE PATH SF O -e--- _.....a._.. s r• •-011O.•w•• .a•a.a a.e.a 910 - UGC - IA UGC 18 -UGC-2A -UGC-29 UGC-IA- uGC IB UGC -2A- UGC -28- UGC 3A UGC -3A - UGC --38- UGC -3B - SILT FENCE DIVERSION DITCH SILT FENCE OUTLET LOW WATER CROSSING POTENTIAL CULVERT PROPOSED I' CONTOUR COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 TURBINE ID 4734460 Pages: 07/12/2021 11:00 AM Carly Kopper Clerk and 56 of 223 R Fee:$0.00 Recorder, Weld County , CO ui��li�Kloiu6i11+.'u:11i4 111111 a. D O re •• V In . O •• r E y .. PC n nal- 2,6 5Sin ,t7 ocg J rD O II• n � z 2 O a - Jr, OW 1812021 a: 4T-• • 4{• 41936 i.e. IL ,...4 PANORAMA WIND •1 .d •..TEE 1 .:a. Aa / • M. TREWVI L- MARTINEZ • r ISM ••J aii ...:3.:.• -*.o.. -. .-t►la•• sows*, &I I WWI •• OPUVO e. • •• • .1 w ••••••i11.1 an* r •. •.• Sit ."�,•i I. .46.1 1111 "WI w1... •Ia..• .4,.•• I4tilt M.M.K W4b IMn •.•Dry Iner ta•••..I.n IW+.I ••.••.a n• •.i'•h. alto •s -I t1 Wadi. mac u. REVISIONS • Wet°, Lit iirfo• Pee. `.V.T. Fr' .7N,R• 11• Pi V.C-' •4. •V•TU i] -,.'n rt.; SEDIMENT AND EROSION CONTROL T.I 1 = 200 -44111 • „,„ti. 02.30 In a O 5 r W Wt • I EE HEET C2.47 •\ f 1• - -I V ' LI $ 1- \ . SI ! \ — =mime 5 / 1 \, / ) 1 1 ' ! / I "i" �'-X•-- --j- �.�t-- • -•-- , ”••J, - — ' CR IT,"..-� i .--- _ a,l.r a.. ----a —.-- -r-f --_— Ornr---- • • / /. J • 6" / • t • / / / ..1` a.".. I i_- , ', / -i s Si - -- • ' _ "y x -- et Is ,/ / / EE HEET C2.3O \ \ \ •. \c ;\11 `,� :� ,. / I / . 1 !, ,- r;' I ; ', . , . 1 %1. rI t iU,ft „I' 1 1 , i, ,l / %'• 1,, C 1# t -./ • - - =% / AL T6RAL, jEj tM t 0PI,Oy x i /-' 305LF OF SILT FENCE i p. / ' /, / -n A �,/, I / • Il, ; 1 ,' •1 11 did II 1:1;1: ' �' • / .� • if ' ,,. I •• � _ _ I — \ , / — ✓ ✓ It 1`x`11 - • , / / •11;''�`-``—'`�. 1 1 1% ; ` - ' I I / I ' 1 . ' / — , a - -. -/ - /- I it I / ,� dL- - „ /if 11 u// , I/ /I //I ///JJ// PJ//,'/I'//If II/ , - - /I I . I / It �I/ / /, I II r b ,i - — : -- . I +,+ l u , , ii‘ t ` I , '- • - 111, ; ; 1 I , -I -, • 'r. `' \ - — ,,, I a '+�IJ , , , , • I f/„9- ice: _ �- , I I • �. . , ` /. I hit ' 1 I., l '_,..41,.:-—I 11 \' 111' ' I ' ' - / I1 '/'/ 111' 11 ' 1 1. 1/41 t, - .-7-'.....::11..— 1 1 1 11 1 / I / I- 1 I ,. 1''+ 11 11114\I ' -_-,:c.....4._-„,./.,- �/I// ♦ I '/ / '!!„'///-,_..�/ '1 �I,, '11\,' '' 1 /. .•�� .-�+� flit/Ile •�- ,' 1 / / 'I' 1' ' 1 1 ' ' 1' \' • 1 • - en, 0061 \ ' \• I • EE HEET C2.32 2501F OF SILT FENCE • KEYMAP • 0•1104.0 Ma \ ...0Aa,frt-R0 "OA:LOAD L ROAD ROAD \ROAD ft • • • ROAD \ROAD 7.1.INE OPTION NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SVVMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES, SEEDING, MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3.1 H:V REQUIRE SLOPE STABILIZATION PER PROJECT SWM P. ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS. WHICH MAY CONSIST OF STRAW WADDLES, SILT FENCE. AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD. EXISTING LEGEND - OUTSIDE OF PROJECT BOUNDARY ViETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET KISffaftilf 910 LAW I LAIC IR -UGC-2A- UGC -2A - LOW WATER CROSSING POTENTIAL CULVERT PROPOSED V CONTOUR COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 38 TURBINE ID 4734460 Pages: 57 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorderl Weld County , CO III MOM Lae P41,11Arkfil AIYIV RINI CZ §titn oar .; • • O 61 cr. 21 4 1 1' §1 O a. 06(18/2021 4 79315 PANORAMA WINO IREVISION SEDIMENT AND EROSION CONTROL 1 200 0.31 • /-,' j''/,ll,l'///II/y'11 11th \ I ,'i/-w�•_��~ ,l/'I /'j•- '_•' - /I / r I I I I0 /, /I � / :4� /i I, 111 111 1 1 , / x, i//', _ �. � - - -'l�l / /•• - /!, IlA ll/'i/jt' L i'/ll� 1 / I / Il / / ' ��-, ��\.'r 1 , 1 �I` \ r it i �.�-�r,II,1l",11,11„Jr rr/rr /r,1/,J �r--_ "��ti� •,,,,T .. 'A _` I • • V\1♦\\\1\ \ 1 •L LI L ♦ a`♦ -x111, %• ••••••.... /,,,/,; rd's •/ •'-/'/,.• '1`♦`�\: \ ♦ • EE HEET 02.31 fat TER+�ur(rj,141 oAn,6^I \ I 1 ♦•♦ • 1 , r - • I , / \ % . - , ` i , / 1• Il • Alll lt,lf /-\\N1�\\�-- mil �'leer t--`� ylff `1 , -/ - '1 I\ ,r l i , ', �` 1♦ 1i1jIIIIIIIIUy/J/I- 111 _ %'�_ )/,'It ll ♦ 1 ' ` J 1, ' 1 1 I l 1 I l , lv �lirl'111j11'```'1♦/I`I ��_--`_/t/'"♦ L 1 , 1 `,tl , I, 1 , III II,1 11•11 1 ' - -_r- -• 11 • „IttI 1 • - - - I/- t I -I 1- 1 \ I \ ♦\\♦\ 1 1 ,,I�, II -11'r / • ' I/ 1 r♦ 1 I J J No t l It • \ I I ' - e r- t t . - •• ♦` ' /' / - I ' I - `1 !'I I /, , - 1I �' \ • ♦ ' / ,., I • • _I I ♦ '/ \ `, , - / I I I I I i 1• ( .I - • - ' ,, ' ` !• , •I , / I , I I \ i - ♦_ • - / -• / I ♦•- - ♦ - _ / 1 • ' r ,- f /-, - • \ • • \ • 1 • • I✓• / , / • /' . \, J ( I \' 1 1 t , I I - • 1 t \. - 'Ir - - • 1 i ��_ ;mot ,,44774, .....44,..• 4. -c741-414-•••••‘ '—,��\=—= 11"1;.......1•111r* 1'''. - -%7l''`` ♦ 1 / • • , \ • • ' - • • I. 1 ' , , 1 • ' • I / - r ♦.Th 4 b I 1 I` r� \-/I‘,. '--/ / ^,. L 'di /-- \ • . , ,,�1 I, , , I r r - > / r I , I ♦ ` - ' , 1I tl I\l. ♦ t -t / ♦ • 1 I1 1 - I- v f _ / 11111 `` $♦ _ ♦ - ! I ( . . ' I I ,I • �' - • 1c I L . 1 1 L 1 .09 ' r % 7, / 1 I 1 ' 1 • ii I I J li \ K‘... • J I I / / - ,`' . ` '"1.-, f / 1 / /• 1\ \ ` ♦" - - 1 - - / , / f \ ` , �I •---„, — , / , •1 ''/ /�- 11 \ \ / ' \ - / ✓ \ \ , I - a 1 a �r �S 4 �- i_ -..` i-`1, ) \` it II '_. \ - \ I i` -Is •• / ` ` 'I / \``• , 1 • Ns • • • • I • ' 4- , I 0 r i •/, •... It 1 , r, I - I I 1 \ ..' �. L L / ., 1/ , I 1 I I I ''• ,' ) -i / /4aniptiallfaraL4S �r , , • • ♦ 1 l`1 � • I I , ! . , - - - - - i 1 , "e ,- - • 1 • • • I ` ,I , • el tit EE HEET C2.33 • ROAD Nelitk 1,0401•0 ROAD T\ YARD ROAD INI • ROAD Alto ROAD KEYMAP at "-ROAD DI ERNATE T•IINE OPTION ir \ROAD IC • • ROA • NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SWMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMrTED TO TRACKING SLOPES SEEDING. MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3:1 H:V REQUIRE SLOPE STABILIZATION PER PROJECT A ELECTRICAL TRENCHING IN CLOSE PROXIMITY -T -O -COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS. VVHICH MAY CONSIST OF STRAW WADDLES. ,SILT FENCE, AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD.. ope— EXISTING LEGEND OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND O es 910 air 1B —UGC-2A — UGC -3A UGC -IA - UGC -1B UGC 3A LIMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET LOW WATER CROSSING POTENTIAL CULVERT PROPOSED 1' CONTOUR COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 38 TURBINE ID 4734460 Pages: 58 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder Weld County , CO NA rid Ina ill VI ki k ill I I I 41 O CC 04 t TE6 .07N CAlt ;4;1 11 654 arci, i 1 ' 0 O yr- 42936 PANORAMA WINO REVISIONS Libra, IWO( SEDIMENT AND EROSION CONTROL 1 200 0.32 -'/ • , • I 11 I • I • • • - • I, • ,•- - • I - - ., - • • • - - - ` _ - / see ,. , - I \ %; - �\I , • , , I /, _ r • / ,- / ,, - - ----,-' • r I • /-' - - I I , - - • - /r • / a . / • N I• I I,, ( z J1 • •I •k, I I - l S ,\ \ I 1 ♦ - �� ` " \ ._ J i - / \ - - de - v y_ , -, • • --%; �.. \• I I' I I \.,\1 I I , F 1.1';or / ., '' ` \ ` - `\ I .% . ' e I � \ r,/ �• r / / \ / 1 ) \ / / / I -I -� _ - ) S., Z. '/ ', r,I1yJ♦."�� .. . �' , ' ' _ / I •' - Y �_ 1 ` \� �,I,' I/ ,'/L'�i/r '/ / / , I I - - , _ _ • , . I , ( / I h r IoN �.,, ,7+ /0"/ . ,,,., ' I if \':�.I - - - - - - •_ ALTERNATE TUNE OPtION� / , • A�: I,1L\,, l rm.' l r a lillti ylis ,,.%' / • / • • / / / I \ c I ,• •,'' . '. �'r X. %_ -_- �- 1 - _ _ f _ ^- - --�. , " �.l \ - - ' ' - ; - i - - , - r (, SV ) l "I \ `_ \. I• 1 f Ns,, r %.' - - - / ; • `1% \ \ 1 " I I 1 , \, . . ,� I . . \\ ` `• / - \_ _ -- '/ • I ' r -"• II • SAN E T{lard `TYON • le •' 1 f ) 1 ( / ` / . tens, /. ` - III'// • �. ^'" f I I -__,L.........7.:—_7 _ ", \y'1 \\, ,y'1,�`.\` ;' i/i/4, \\ - = rte!'! 'II ft ,,�' .^• (. I r1 , /,_ `_ -(-l(\` 1.4!-s„••• _t r r /N 1, '1 -I { I • I ' : \ , / I 1 I / / I \ ^ t J ' - -. • , r I EE HEET C2.32 • \ I / 1 ".• \ ' ' / ' / I ' ' I • / , / '/ r • •(, _'/ , ,.I1 / ' i J ' ' ' / ' / / / / / / / //' / ,./ / • /` / / / / / / / /. \ • I.. • • \ 1 ' ' \ / I I . „„144.r.,,\ _ - ``-s: / . •.. tett ' ` - I I ( 1 ` ,\ \ \ It . • • EE HEET C2.34 • LAYDOINN ROAD T\ YARD • • ROAD RFILN.UAD Pe. ..1/4:404::°A ° % isr ROAD CAN ROAD CP'. • KEY MAP • a T.LINE OPTION le NAIAD C. OAD A NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SVVMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING. MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3:1 H:V REQUIRE SLOPE STABILIZATION PER PROJECT A (\ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS. WHICH MAY CONSIST OF STRAW WADDLES. \SILT FENCE. ANDIOR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD. EXISTING LEGEND - Has OUTSIDE OF PROJECT BOUNDARY KETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POKER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE O 910 UGC IA Lair 19 UGC IA iNs TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET LOW WATER CROSSING POTENTIAL CULVERT PROPOSED 1' CONTOUR COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 38 TURBINE ID 4734460 Pages: 59 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder. Weld County , CO O ere • co Re rr- con 4, Dili d 04 3 1 i' me O 06/1612921 47936 PANORAMA WIND 80141•41a 'SAW* WWI). in REVISIONS ale 'fry SEDIMENT AND EROSION CONTROL IIISC ia II INP.4111k, 1101. ricklivienctiv,milyi, ••-' \�• • • T •-� - _ _ -- -. Cr,-,it _ -`4,,,,•.":-`4,,,,•.":• "$••••.Z. _ - _ f - - •Jr ♦ \ I ` \ i - - 1 _ - _ _• ` _ , \ \ a _ •‘11 \ \ I }' \ •'• 1111•I • • •` �w'w�♦w _i ,� _c� wt t� ^y�i ft/ � �/j.• / - i� l•'I� 7 ' - - \ �� - - - _ - — _.- EE HEET C2.33 w - - '-" " X ' •--- `;\\ •\w/r�/I'll I / 11I / / \ ' _•-• .. •.'s // \ •\ \ w - _ _ . // /, , • , . ♦ , re a I \ • . - , cr. - - , _ - - - - - ' - • ,• ,I ,..., _ 0," /• •_- - - 1 /' - - ` •- • • - �• , • _ - _ et I _ I • I /--- / , - - J L / II r. ,i- 1_ - I / ! • c r • lb • rf i • k 1 / • r r • L r --• -. / I ' I ' 1 • Jr'r\, 1 1 • I. 1 •• I I • • • - I I• r I I ' 1 I / / ' r i / , I 1 I ,,♦• i• , \� ,• I/) tr / / I I 1 1 I I I • 1'" �I,,I., '• ,r I / '' / •,,,,,,,•• JI I ,,,,,,,,I, r '1 ' at r /,;.. _ I r -- •/4, 1,,I /�j.- cilia ha II I! I • • • • � 1 .' • • \ • - r f / •• I •\\ •1 • • — . J I I ' //II • _ • I-1; / / I I I I I , I • I / - r• / 1111 • 1 • • • • ti `. •• I • I • • - .r • 6 I • I • /r I / r • w • •- • ' -- • • e 1 / / J • •• • • \ , • • • • • • I • 1 1/4 • •I • • r r 6• I • • • N 1 • • • _ • • \ N. ...- \ i • I - \ • '1 I I • • • ♦ 5 • • J I _ / .r J r / , / I • , / 1 44/ - /' / , / I ` , / - , I - I ♦ • I' I to ' - / . , •-. I • • I • \•• • �. r '\• • n `y • • ♦ . • • • / , I • J r AL TEF A FE 81.16 OR'T1QN / e 1 - / / I _ - - - / , _ • A 4. t / ' , / ' , ' / I / ,' • I ' / / /' ' '%/ , l J.• • I /� / J /,• •I / / /, I//,/ I/ • II,/ II,• I ' Ott, II ire> • EE HEET C2.35 • I • / ROAD 1\ ROAD FINN ROAD 0" • • • • ROAD P4 • `ROAD R • 1/4" -ROAD DI KEYMAP Ntil • I. YE RNATE 14LINE OPTION ft A2 A NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SVVMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING. MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3.1 H V REQUIRE SLOPE STABILIZATION PER PROJECT A SVVM P. ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS. WHICH MAY CONSIST OF STRAW WADDLES, SILT FENCE, AND/OR LOCATING SPOILS UPt3RADIENT FROM THE COUNTY ROAD. j EXISTING LEGEND • OUTSIDE OF PROJECT BOUNDARY KETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET 910 UGC -1A UGC 3A LOW WATER CROSSING POTENTIAL CULVERT PROPOSED 1' CONTOUR COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 TURBINE ID 4734460 Pages: 60 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO WPINEIVIA 141 C M rom 1111 As 8 tat • CONSTRUCTORS O g i8 oedierzozi 47936 4.•.4C1 Taut PANORAMA WIND 0$4 TREINi t. IAARTINE2 REVISIONS SEDIMENT AND EROSION CONTROL 1 •200 C2.34 KEY MAP I 1 • • - , ' , , o rei 1 ' , .r J • • I • , I,�� / ' - / '/ . , " - , - , I !T / ',/ / . J I • , r �% -, - ' __;,,.......6-- el. I , I, J / , r •/ , , - / , ( , • ,' '•,, ,;'1� 1'/ I ' ','/�, I'/= '�' - • I / , -/ / , ,� I /' I -'_ 'Iii - - I - - , , ,, _ ' / • • /' / I , • I . , • I �,,, 1111``..• � • • l EE HEET C2.34 \ `\ I \ / / 1 / / _ - _i �-S_ ___ 'r^_ ,G / -+� 1 ''''I/c/ i / f it; %, ice — :.• ''p --^ \^'t /` C1:4:11; q•,/ ,N i`l� �� +\ i1: i = F :-.~ :� •• - ,' / I 'r i/' 't'v `�y�,.. ,\ 1 1 1 'teo r I No Io,,I 4 ly • • • • `1 - ` \ J �► c r "t. �\' f ▪ irr �t V / J • • • • • -!- !; --�.�1 �:'•; I It I �� N �, -• / --- ..?"?•114::,:rse:.:,.-. t. 1 1 ll 1� 1 1 11 I I t r .' I I, J J 01 e.. / " - L ' \ I 1 - • -- _ • • ^ - :11; '- I )• "1 9'�1 ` \ \ \ \!.\ \• ._ _ Y• 1fL1r l`� \ \ \ , 1 1 •. I , I` .N. \ l \` 11 ♦ • I - -- h\,�_- ✓ - ' , / / / I ' ' 1 •, _ I _ I . ,I \ I I We NI • V / ri • ,l • a. • • EE HEET C2.36 ic:ni HI tt ij 1 / N. J ti• • •`‘ -::.• Ili -.• _.-2--., i 71/4 • • • • OAD ROAD V LAYANYOOPelo • • ROAD 4 ALIEHNOITE I -IOW OP T 10I• AN • • • NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SVVMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES SEEDING MULCH AND OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3:1 KV REQUIRE SLOPE STABILIZATION PER PROJECT ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS WHICH MAY CONSIST OF STRAW WADDLES, 1 \SILT FENCE, AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD. EXISTING LEGEND ai rOJ OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILIT FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POVPER POLE PROPOSED LEGEND OSISIMPUSIMMISWASAISSIMISI 910 — UGC -IA UGC -1A sto LIMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET LOW WATER CROSSING POTENTLAL CULVERT PROPOSED 1' CONTOUR COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 38 TURBINE ID 4734460 Pages: 61 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes Clerk and Recorder. Weld County . CO III raWill.‘illitiardingine;Vitill 5 ;I Ilk Bill O ct • • • "at ri giro; fit .1 CONSTRUCTORS a cep 47936 PANORAMA WIND LSO lift Hi, 1•61.1U• It (1100U4 44 Di 11000•1411•..mtlyis art law, • el 1,40 0416,6•4 IL 4mi 4III•Olo • SEDIMENT AND EROSION CONTROL C2.35 1 • • .�,' 1 / t, st. ra �. :11 ' 0' s.,1 \ 1 -1 , I/ , , lose .,\`\)\ rY II, ' II ‘ , EE HEET C2.35 #.114 0•44; • nl / ( \ \ . I I / • 1 I \ - \ T 1 �j,!� jl, / / ./ \ 1 \ 1 - \ 1 i i ) !---- i'/$ ,\'\ I 1, r''' `-/i- 1, \ \ / l / I /I ;150 \ 1 e - - ,, \ \ // • ., \ \ \ \ �-' i ,e,„,\;‘, r_. 7 i 1 / .•. ,/ - • /� . ' Iy `% ,` ; ' Ili I I ♦ 1 ' 11' ♦ \ \ \ / \ . • ;Al-go/Art r 1 .,E lcillt, , -• I L `1,/ • — r^ —r . r 1- am_ • N • ‘t,'•- =• - ` - •_ - ✓ • ` ,I/ I • - /,I I -_fl I t - `,,N.: 1'` - ^- \`- + `• ` L• `.♦\`_ _- \\-_ f/▪ . i./. \\ d1 �- 1 • • '" *Aft. _ , , , _ _ _ 1 `fir ' • ` —` 1ZIC ▪ - , • — \ \ - Jk... •r. / � 1 -r '-%,i - I f.I, ;:i„ — • ; • _ Jy r= i l• - r 1 `• - 1• - - _ ▪ '- - - - - \ . ..N. At J ' 1' 1 c\\4\\.'I. _ •"- - -_- --, -- ". - :..4; •\. • • • • N.. -I - -"�• - • - , _ — itiltill • 111/411 .1 1 l l I ` _ V _ _ '� /• .- / • I / ' ' .• ', se / - • ` 1 JA> TERlyA76 T{WEt7P.TlO, r I' / rJc.li I , ' / , / ' I.se • • ♦ \\ S , -, 1 / _ • / , I4 - EE HEET C2.37 • ROAD vVt vat_ OA O w+ ROAD 5/..... /LAYDOV4N • p YARD \\ROAD 1 ROAD S� esw • ROAD I • ROAD � ROADN, `ROAD) ...ROAD' • \r 4 • . ROAD Pt% NOAO A ROAD R� • ., r _. MOADO r • ` `ROAD R - KEYMAP /ROAD D 4 -ROAD DI ROAD O� --ROAD V `r • rialto E ROA tN44OAO 5 r • WOl • • 'NOAOF • ROAD HI"....% ROAD H Al7TRNA lE i•IINE OPTION '' A7 - BROAD Al BROAD A NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SWMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES SEEDING. MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3 1 H V REQUIRE SLOPE STABILIZATION PER PROJECT SWMP. (ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS. WHICH MAY CONSIST OF STRAW WADDLES. SILT FENCE, AND/ORC LOCATING SPOILS UPORADIENT FROM THE COUNTY ROAD, EXISTING LEGEND vV7d - - - - 1 - - - 900' • - - 901' - -OIP- - --x-- -x EU OMR- OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD k►-------- - -I 1111iiliGiiiti14NuiI$I$IIliiilil 910 - UGC -1A UIl(' 1 B - UGC -2A - UGC-28 - UGC 3A --UGC-38 M UGC -IA - uGC t8 UGC -2A --- UGC -28- u0C 3A UGC -38 - CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET LOW WATER CROSSING POTENTIAL CULVERT PROPOSED 1' CONTOUR COLLECTION LINE to COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 38 TURBINE ID 4734460 Pages: 62 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO C- D O 0 re •• V O •• E Lr 'LL C` � i� c t ja t — 1� wQ f a d r 0 r r 65 g n 54 C a � a Q - a z 2 0 a 'J61141/2021 • . .. -.qR 4/9341 'ANORAMA WIND I 447 E. . &IM.1. M TREINIL MARTINI:! -.Y-.. d.,.- s.:.....-.45•.... 5.. iv*In V1/tfTMI0IIF w OUP I• .. MN'•r.UA•• moll,`- . tot •n -4 • II•,c.oS. rot 4•44..44• .44l..• +' I..n. W MIN..kdk I.rilts[).• •' Y ~.. t••.,•An •Y..ry, . 4 4I . • •11 orS.1,• w ..,t N t WGH• 4AC v' REVISIONS .vrr+ twit. rc clat,nc r:*td:, c TAIM1Mrccltllel,s t XIS ♦, .F SEDIMENT AND EROSION CONTROL .-x 0.36 u ECIVIMPArtirdiVniiiiiiiii07.Alf ',IMO, HI S'III 11 ' I,'�I 11Q.�1'Ir,l ! 1i 11111 \ .....• , I • _ / ` l• •, \ • ,' - I • 1• •♦� 1 / --`\dilly t♦y1 ,11111 pi ' - - _�_. I _ - . I ` , • ; �' I `�".t \\, �• �% • ' I ' I , - % •1 : , /01�r1' 1 t■/, 1f 11 ` -` _ - - ` , t _ ' - - - - - -j. . ‘..:‘,%‘.........., , I ' .04 5... , - , 1 , ' - _ lr-i+= % ll.. ,' _ `, ,,\.-. ,// ,. 111 i,•, • - '' -' !I' y \..\''-N - ----. r - r- N I I -• ,l I ♦ • 1 I. r • I / • I /, • I 'tits. 1t% \ a, h • ' 1; / . I I I ' 1I j, - I` I I 77•1 I / • 11f✓ / 1 lri / - /f •I I.. ^ •, YJ • N • 1r, r /I I - , • • • • • '1111 / ' • - , / I / I / I. - I - 'Aye - I I I , I A'i l` / II{{SIN I �• _ i- 1 'I• , I 44 ,II I / r �l I , / 1 • ,� 1 • - I- / / ` ♦ -�- !•/� '••tat. ._,._. r_. 1. -_., cif•`\1, - --__-. / - 1a • •\11 • _ - _ - 2T..A,♦ -,, • / - -VAS I I t N • I II •- I • I - ' .i a • • • I • - • •' - • I I - _ - - - -• ..•••••- .5 t. • I \,� v J I I - - - / , - /'- f - l,�A\\ I _ ` ` - - ~ • ea..~ \ . • 4 ' .'I I Mt\R. -. 1 1 ♦ `` ` I • 1 I ♦ • , - , • / * - • • /♦ 1- M , - - \ , • 1 -.. . , \ '.S .• `^ II - - /Jill- - , I -• 1 `• - • 4 /1 • r •` • , • I I • I AlTiERNOCIE 1" -LINE '`` 1' • - ! I 1111 �'M,. „; r ,�-' • l _ • • - - _ -' ' . ,I Is I1l • _ , • • _yu v I ♦ I al ` • • • 1 i/1• • I / 1, \ I• • - • • • • • • • Se y • • • • • • • • • • • • EE HEET C2.36 1 • • • • N. • • \ N - - • me • • ▪ • fall • ....\,..-...., it.- ....:: ,:‘,. %%5." %.% %....hib• 'Ili. I It: :I I. 14 : I :: e le: :lel ' 4: .... ...: • • • • • • EE HEET C2.38 • • • / - so KEYMAP ROAD LS,. 4.4 -ROAD V LAYDOWN YARD s) ROAD 5.N. ROAD Li ROAD N\ 11-110A0 J 01 'ROAD R ROAD DAD E • 'ROAD F LTERNATE T-UNE OPTION • tzt-0A-4.4%**410A.D Al NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SVVMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING, MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3 1 H V REQUIRE SLOPE STABILEATION PER PROJECT SON P. ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS. WHICH MAY CONSIST OF STRAW WADDLES, SILT FENCE, AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD EMSTINGLEGEND rai OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET 910 LOW WATER CROSSING POTENTIAL CULVERT PROPOSED 1' CONTOUR COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 38 TURBINE ID 4734460 Pages: 63 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO IOAKIP,31,1 kW, "Ill D O 14 et licit -531 ,524 4 CONSTRUCTORS 47936 PANORAMA WIND es *Wog liF WW1' .814 REVISIONS SEDIMENT AND EROSION CONTROL 0.37 1 / .0-, • '`1 t r . 1— S • \ • ./ • ♦ _ • • n —X— v Asa J ✓ I A • • • 1 ' • .� • r ., v r \ \ • • J • • \ , • r•fX • \. - _ irk• doe ..r•_re — l / r \ / 1 / , ' ' J r •, '' J 1 I • / / — f • r / 1 AL TERNATE i-L IAC'OPTION • a - • J .. --•44- • • • EE HEET C2.37 . • II \. ,AEI - ` 1 // i - . \\': t, i, :1, - - .. e , 1 „ - . .. , *ea; : 7....',..;".... ,\\\ .\\\ : ,,,":::, VI:::::::,,,, ..I.N.1:".. . \ - J �'I{1! .-/. 15 L'A' �V 11, 1 \ _• .- `l'il,;;,,:::,-;11,111f;-..),... 1//.' ♦ ,1\ ,\,\�•�. r.,1,` /,,., iL .11'/1J I J - , ` ..\ �`\ \ \ `' r I 1 1,� v ' , , J r�. ♦ -_' - r i 5 5,\,,1`11111 1 1 I - \ �,� \"• ; ;`\\ \ 1, 1 lit 1.1i ,• ``,` ''!I • a%Ir^ ..•; „.....r• .....\. /JI II 111111 IJ '' •' /"•ti-'\ �,�,,.\•:•;••.... \ \\%J., . y,./y(!' \ ` . . I r _ _-�. ,y_ `-1_ j. aTlll i tit ��` + at\�n•.C'ti- VF-'-_ 5��Q 1.` 15,11 ,5 , \. �„ r N ,. 1 I J __ , ♦�\\\ + _ • •.%‘ %•• • •%• ,� J 1 I1/ \`\`\.`\'%- ` `, , \,. • \ I r' \ • • J \ _ ( 1^ /` ` `I ` ` ` ` •` \ ` 1 / . 1 5 J' a , ' \\ 1\ 5' %/ •/, , ♦ l %I I . ♦ \ , ` - ♦ • al 1 '11. ' , • • 4734460 Pages: 64 of 223 07/12/2021 11:00 AMR eeFee: $0.0 d County CO Carly Koppes Clerk .and Recorder, %■III I 1Ii1kc'.i trl II I I Mein( �I�I 1 / / J. I \ / ` I —"X_ ---� —r — / 1 I 1i'1 x \ J \ \ \ `\ \ ` _- _ `- - \` -` • •••. / / • •', ,// 77 , , I JI/, . , ' ' I / j -T05 1 r ReeNNFrir / / N,JBY 9FHER ' I ' / ' - . r J Ir I ,\ 1'`l • L \ 5 \ ,! -♦ , 1'� I , ' . --- - \ .,,511,1 '/ 1i (+s� r r T 1-1 J ', 'I I ', 1 • 1' / •' ' • c 1 .1 5 111 5 , . , 1.`.' / I '. 1I'' I I 1, \ "1`\11• 111 1' � • / // 1• t cl‘ 1 Id 1....: % k::: d:oil:ill '•' d III , /'/ 1 / / I I _ - "_ `\`1,',,1\\/•, Ir, �r• • - _ .' - -� \ r I ' . - - , ` \ 1 • 15 1 11 \ I J/I , f 11' , ' v >< ' - / ..01' ' / . , I / / ' I / v ti• ` \ 1 1 5 ; %••• '/i, l • —14 1 , ^1 1 . . , , 1 1 1' , / t T. -\ ♦ 1 \ • ' J 1/ \ 441: :jai • •1/1 ,._,'4. 1 ,• , • i so ii I 1 - I y l ♦ -c \ 01. 7.110 r t • - • • 5- ,, ' ' • ♦ l • r - / . ♦ l ‘V...%:' 1. 1 ,, 1 ' / ' ' ' J / / /.1%. `\` `t 1 1 ,! 1 ROAD W\ _s11OADW1 C ROAD U1 a YARD ROAD I\ • ,--ROAD V • ROAD • .N.0010 0 KEYMAP ROAD aNSIOAD -a-ROAD Di • LTERNATE 1 -LINE OPTION A • AI NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SVVMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES SEEDING. MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3 1 H.V REQUIRE SLOPE STABILZATION PER PROJECT A SVVM P. ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS. WHICH MAY CONSIST OF STRAW WADDLES, (SII:T FENCE, AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD Fri EXISTING LEGEND OW - OUTSIDE OF PROJECT BOUNDARY MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND O so ISM c-xx 910 LIMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET LOW WATER CROSSING POTENTIAL CULVERT PROPOSED 1' CONTOUR COLLECTION LINE 1A COLLECTION LINE 1 8 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 TURBINE ID 2 rgts lis 1 1' O 9 WG 4 M36 PANORAMA WINO .PI siofrollaill sr .1 NA • mil Polled% smear, REVISIONS abut • 4:U00 C tr. friKott SEDIMENT AND EROSION CONTROL SI A I e r SEE SHEET C2.40 h •. • • • • _ - - - - • I - I \ • •, -, ,7..i<fie./ I , r N. / q I 1I1Z-t.t.tac•.alrrvws\ 7 - p, y I - 1 \ ; ` 1-/ / �1. 1 - ' \ _• - ,, ` • - f ,')sI J./,0,1 n� r, / / ` - �� `.. �'; :� ,,' / / /4;,•,,,,i , 'N.- \, \ \ . \ I I I I ..I \ - I \ 1 I\' \ \\..\ \ 1 1 I „ :%,/,',/,'„1"" ' • , 1111' , , . , A` _-• •-' )//I//I /II/ 1 \ . �"!e,./. / I� ,, I I 1 I III 1 1 I ,\ - ,1111 EP/. • 1 , 1 Nell ,S , , \ - _ — ., -,� •1111I\IJ•1\♦ •••-•••'./111;1 . 1• -- 41 1 1 1, 1 1 • s./.“ , Lt„' NV% ICS.° 11, Ji •••••• -• • ., III'II ( II III / I III', I / ,I/ / I / 1.114'/ , • .....c.);,1.1").:::: CI ": -.• car: - 1 / , I , • 1 I- ,' 1 \ 7 , I di . I I •,1 ( ' • • J ' /I . / to J / - • / Ire 1 / /'- 1U �i La' , • ` - �1 ^,�� . ' �, g / ' / , J -/ > /Ili / i YIH - /� / I�j I' ,• I ,•- , • ) I - I •.40 1,i 1 • I I' • SEE SHEET C2.18 �1 � r ' c J I. • I , i / I ' '. // .3/43/4%.. O`,, • J - ) - I', / O. ' ,'I v d J i I 1 I / . . • — ,. NN • 's , • • • I I• • . • 1 t1, •I I •• , I ; ,�*- / Jam• / , - :. �j 1 PROPOSED IRAN SYISSICIAILINE (41') /• -,. �/ -�' / I., /; n'I Ii. /-'.�/ ,..•••••••"" 1 ,t •l —i / I iu►^' 1, • 11'4'4'•-.. .-- -it - --.. \..-_'I '/' 7/'�111'1 ,• /,©' — '• - - • , /... i_ �\�\\. , '.(/',,/ , l I I , 1 320LFOFSILT FENCE •I -- - !. ,,'. S• r '',C, Ss, 'I Oil�, ',�' I m 1: 1 III • I f '...: — / 11,1.1;. ('\11 ', ,,,I`e'--- ,, ,•1 411 %• .`I /At' - • - l� / /,�11 1111\1„ •' 1;• ,t..- , r ./� -- - I i;. ��' /. � �' - -a 4 SEE SHEET C2.15 I I _ -• \\, 4 -- / 1'1 •`,\ �i/P/r/1� - '�♦� 1`\• 1'11, I .'t 1. 630LF OF /;• ,\ . ` -1 15 '-';, %,/�, _ / 1 ♦ 1• ,, 111., , �r _.•;,,. „'`- �'",I •• ,,,,1,111, • 1 SEE SHEET C2.14 KEYMAP • ` •'ROAD D 0AO E ROAD NA _ oROAO w1 T ROAD U` • •,--ROAD V UYOOWN • I *CIAOt, • ROAD l l OAO l YARD ROAD T\ ROAO PA I—ROAD1 DA01 1 �1lOAD M • `� • • ROAD O" ROAD P'•► 1110AD R ROAD `1`\ • ROAD' _ • MOAO O • ` \ROAD R • a 0. %110AD • r `�It0AD 1. OAD F ROAD 141••••.% ROAD H ALTERNATE T -LINE OPTION A7 1 • • • ...;%•IIQAD Al .%IOAO A NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SWMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING. MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3;1 H V REQUIRE SLOPE STABILIZATION PER PROJECT ^ SWMP. /2\\ ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS, WHICH MAY CONSIST OF STRAW WADDLES, SILT FENCE, AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD. EXISTING LEGEND t- - -x--- •a ra oFA/— OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY A- - FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE APPROX. BLUE LIGHTNING FIBER 3 N PROPOSED LEGEND O�•O 0.0 •�0••0 lWC••n•I0••,••0•O• C-XX 910 - UGC -IA - UGC IA -UGC-1B UGC IB - UGC-2A - UGC-28 - UGC -3A - UGC -3B UGC -2A- UGC -28 — UGC -3A — UGC -3B— LIMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET LOW WATER CROSSING POTENTIAL CULVERT PROPOSED 1' CONTOUR COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 TURBINE ID /2\ 4734460 Pages: 65 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes; Clerk and Recorder Weld County , CO I I I! I 1 VIA i 4 W ELI 1 1' Z 2 O a- §1 Wu IL,, i 00/10/2021 -0 ..FC, 1•n,H■ 47936 PANORAMA WINO f ►.V CF.',a.Aw Fl M TREW I L. MARTINEZ .►. • •w.• .1 .v . n..•. •.. •-•.,J JI•. - nanny •., , "'. ••••• -, •••••..'. • I. I •l•'I-"I,.'.•_.I EVISIONS • *awn. VY-.M'.N ....v. 'I ,'•VI('LIZ'.--:.MI(111. .. •.r,: cI,ed•WIMcOiM,th,- .. I•Nlf..a • Tv. SEDIMENT AND EROSION CONTROL r 1 -100 C2.39 SEE SHEET C2.41 • e. iC • 4, /iS• • r r ft A f i J I - r • / /"` ,•eser - • • _ r / is r `0 r SEE SHEET C2.17 1 • -v sAf „$I'l41 tr I ' • a : �:< S 541441°1141/1'/,'/ `1,•-•_1:_-,... �jII,/,II: , T.. , e , I R - - - .� • / -` , -/ / / - — i a , 1� ilea let StAleaAler-4Co'SSA Cif riCI n re }Li S. ' -1- • • ' / r • • • . it / L Q` - , 1 . aj+_1 1 _ - , / s '- - ♦ I. .' \` 81r a, -• ''t \a\\ , ..- --'I;• I I �.1 _s/' r /� 9 --or • / ' / '1 / �a /. �ta. 0 ...el/La / u/( ......••••••••"91. .I -_�-„.....---°. ft 2651F OF SILT FENCE M'. \ /•.. '/1 J N r ' •\ • • • 1, , r ,' I, I 1 I G \ . \ J \ ♦ 1 of • ,I I II' / ,, a 1. 1 I • L a • — • • % - .•••,.. . ' a a:\\ • r - 4 / • ' / • • J; . . , dal ` ▪ . \ !INlNI -tea• , a t.\ 1 Y • II 1 • I . ' t 1 / ://, I 1 a\• -,•4/,,, '/ , \ I 1./ • .• r ♦ 1 •/ •1 • • I ♦ - I \a t \ .i • , , ., • • • ' - f47QNOSE i TF IA SM1SSiOAI tag -L.04 / • I - tir -r - It •- a ,a - SEE SHEET C2.16 I ♦ y 11,1..11111 ' , ` v /a/ ;',�/,.y -� '. r ! 4. l\II1 111 \.'�.. \` . 1 ‘1\1"s..- .,,.Ir-a / \ r / \ ,' ♦ \`', "l`1,1 / I J 4) nla.�',\ 'Il+nt�W. Ill1`1 Nyt I ` 1 SEE SHEET C2.39 ROAD NI. _AIDA° W1 LAY DOWN • P ROAD T\ YARD • `ROAD K ROAD IF/1 ROAD 111.N. "ROAD 0 • KEY MAP ROAD `••ql0Al2 01 • • ROAD NY's% \LOAD 11 LTERNATE T -LINE OPTION e OA NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SVYMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING. MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3:1 KV REQUIRE SLOPE STABILIZATION PER PROJECT ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS. WHICH MAY CONSIST OF STRAW WADDLES. \SILT FENCE, AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD. -x- opip- EXISTING LEGEND raj OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE APPROX BLUE LIGHTNING FIBER.) PROPOSED LEGEND LIMITS OF DISTURBANCE 0 - OP KISEMEtf 910 LAX 19 -UGC-2A -UGC-38 MO LAIC -1B uGC- 3A uGC 38 TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET LOW WATER CROSSING POTENTIAL CULVERT PROPOSED 1' CONTOUR COLLECTION LINE IA COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 3B TURBINE ID /2\ 4734460 Pages: 66 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO O erg • • 0 cr • cal:4 air 41. II 54 R 0. 4 1 1 ' Sid O astiersai 47936 PANORAMA WIND REVISIONS a nit I kW <1.66.0176 SEDIMENT AND EROSION CONTROL 0.40 III POraKilli, Ohl% lifILVIII,101,414!.liii !Nikki I III SEE SHEET C2.42 • • , ♦ • I'• i • 4401F OF SILT FENCE I VAI �• _ — — �OJ/IJ ♦ '1 •1 ♦ e • • , / • •• , , •1 / • /• / • 1 • 'i 1 -Q Q at I- I I, , 1 • c - - / 1 , x / J • • / ♦ I. Y JI I • / ! I • t 15 • •• • • I ♦ 4.• • l , / �; ►s r '•- • A4 - • J •• '' 1 r, I • • • C •` • a •tik L- ' ✓rr /'� ! I( I1, / I l / it I. . Y •Y ✓ / r e. 1111 I ;,. 11 , • • • • • • • .. • 1 I , I ♦ • . _ I • -, • II I . ••• I 1 • I \ • • .• I \ I \ , • • t I • PROPOSED (R/1 SSKW t INE (n* / 10 r / 9r01: • • 1.1 nII'\ „ �y.0 ��• •�•-� a 11 • ' /! I!'/ 'Ir • • $, 411•``11 1, �••1St• • • it .vviI sr. '!I///J/,Ir11/lllr711/!�/. `,\1 \`�`•11`1\I • Sir /�,/` ' I, •• % ^ - - •�! ,I /f llf!// �Ilt\�\\111 J 1/1,1 r %: �••_^ - •/ //,s,11;7JJ1 1, • fr�rJr. j1J 1J 1J(,1 r I •• ♦ ` •• , r 1 , N ar If , J l / �-•-•‘ St ! • • \ 1 S 1 I • • \ • I / I 1 ' I I, /X • ♦,//♦' Cell;- rt.,: -i : �,Ln �/ //�„ fir'! r , v. Cet,♦� , / /� ♦ ,♦ i�i'• ,I //, , ! - •1� ,1111 / i, f�iglllet �AIII I ♦`,` `�♦` �i• 1• - - ▪ / ' � ' , !Ir l� f,r1/, r1 ;'�: :.:._...1...a- -''� .`• �� ,‘,„\:‘,. �1P�,•„\' .` 1` -i��///,/J(IJ,1 ♦,t's ' -' -' - ':01,1; ; /r1J,/r!• %.,//y" -7_ �,� �',♦\`\t aN \. „:\1/4\\:-.:).-T'_,_ \ � '/!%,/♦ !/!,s. ,1\;; ,/ r / ♦ _`♦-` \`tl l/J!1! I• ! I/r /i1: //I� •_\‘‘,... ♦,I`Ii111•,` \�•• �---- � ```„\ -=!".i;/I !-.,• `\ I,I, , ..... , \\ \,l111.1111 11.//!,,l/!!,Ir \ If11,,.,,,A• _• ._ -_�",/,,,,• /' „`• -, I • \♦ \•`,,t ,`t „i 1r , 1,,, .I �1.` .; \ .�; iI,,I :. ,`\' -.I• �' ' '/ I / •1`� I ` \`ti 11•\ 1 • • 1, IN i'1. ^' 11 , \\�� • ",/♦11\ ,11 \• '111j •1111• I, I,i 11\,,111` ' ♦ , 1 1 11 I - - - - - ' •♦•.....\.:, / 1 111, ,I • , F. '' •_ • \ • \ I I 4. C„...,•••• 1 / ♦ N. • - ,/ 1 %\ • \` ` N • • - SEE SHEET C2.17 240LFOFSILT F NCE ItO IF Off SILT FENCE ._ .. .. •._In-A•—ui-tA—•Ri-tA— O IZt • * ROAD YV, pn0 Wt ROAD U� a �,—It0A0 V IAVDOW4 • VAR O ROAD T ROAD StseN.\w R0 l '' o1l • ` � 0ADl KEY MAP •tw) D L. "'Nit —Vtw0 E --i1OA0 01 ROAD l w0 / �1lwD I ROAD 0•"°. �`11WDM • MwOA ► 1 • ROAD P"1 ROAD Rises •\ OAD O ROAD r W • \`4OAP • R N•00A0 A.\ •NROAD • • `ROAD IF ROAD N1.'1 WOAD H LTERNAIt T.I.INE OPTION A NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SWMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES SEEDING. MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3 1 HV REQUIRE SLOPE STABILIZATION PER PROJECT A ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS. WHICH MAY CONSIST OF STRAW WADDLES, SILT FENCE. AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD. EXISTING LEGEND OUTSIDE OF PROJECT BOUNDARY lAtETL ANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POKER POLE APPROX BLUE LIGHTNING FIBER PROPOSED LEGEND LIMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET 910 - UGC IA UGC IA —UGC-2A uric -2A- -UGC UGC -28 — es LOW WATER CROSSING POTENTIAL CULVERT PROPOSED 1' CONTOUR COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 TURBINE ID 4734460 Pages: 67 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder. Weld County . CO a. O ct in • Te TV 4115 4 CONSTRUCTORS oct ce O 47236 PANORAMA WINO IA TRW,/ L. MARTINEZ REVISIONS SEDIMENT AND EROSION CONTROL "a-• tAbitirr 1 200 III EVJOikfkc PIA !LT 111111 KEY MAP SEE SHEET C2.23 • r 1 >/ i 1 . 1 \ r / / II r �� /' •I ---1 I 1 f .. ▪ - / -- • \\ `,`St , , I \ ji • - ww \ 1 , • 1 - - ✓ , 1 I . ', / • • I• I I I ll' ,,I I I11 NtitI i • 1 / 1 - \ • / 147 r N • ` 1 iI _A X l s\, ::....7 ../.. , /7:::::,:ii,;,:,,,,,‘•::\\\ \ : \ ‘Ic, \\ \\ \\\ \\\\ \\ \\) \ 1 \ \ I L \ _ \ 1 Z '4? I11� I. ,,, f I \ 11 1 f \ \ \:-..1,4.,n2 --- r: 1`` • ` ' "v t• _ / I i 1 •, ,III tj11111%,i'` 1ti,,,,*aa,Lvi', / '. ' ' ` ` , \ r , ••••- '-c' ,1111 % \\\'\k \ \ \ \ \ I ' /-' / \ \' \ ,\. \ \ CIA / 4OAU686rTp1N,4MISS►9NCUrFr 1 - / L-1 / .�....,"xr ---0-__-', Tyr• r -' �•--r _ - --=kc— -c- c •,--ate 1 SEE SHEET C2.43 A. • 4734460 Pages: 68 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO I3/44 r Y � \ %V.•.%. 1 • . I\ • - • I I 1 1 / _ - , • \ j 4 \• •�. ,` \ 1 \ • //• I I I N4- • • Y >.s•••• '• • • —(H1I- / • N 0 — W W W W Cl) ROAD YV' . ?W AD 0A0 W1 i ROAD L>•-__. • a.l'-AOAOV LA100NRJ •r / vARC ROAD /J/ ROADSN ROAD Lt'4�OAOL ROAD N\1 ROAD 0—'. t. --ROAD J • 4 **ROADM ROAD P"► �°AD A • ROAD Rt •\ `1tOAD \r • ROAD R #,--ROAD D 4 1, • ROAD E ' -/LOAD D1 ALTERNATE ,-LINE OPTION A: 4 • %%-ROAD • OAD A, NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SWMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING. MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3:1 H V REQUIRE SLOPE STABILIZATION PER PROJECT ^ SWMP. /2\ ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS. WHICH MAY CONSIST OF STRAW WADDLES. SILT FENCE, AND/OR LOCATING SPOILS UPORADIENT FROM THE COUNTY ROAD. EXISTING LEGEND t__ -- i — - ott -----x-- - orw - raj OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET - OHL, - - +U�f!r:.:liisllllliiJiil/I MI e e v e •�eve00000eoe C-XX - 910 - UGC-IA -uGC-1B - UGC-2A -UGC-28 UGC -3A -UGC-3B -UGC-IA- UGC IB -UGC-2A- -UGC-2B- UGC-3A- -UGC-38- III LOW WATER CROSSING POTENTIAL CULVERT PROPOSED I' CONTOUR COLLECTION LINE IA COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 38 TURBINE ID Q W I►1 1 1 •. I•*MI 2 Q O z Q a_ 2 08 06116/21321 47936 FA' : .41' I,L.t PANORAMA WINO ktF'an,e J • :so M. r• M. TREW i I. MARTINEZ Illt.• • a.. ..4e .4..- It an. T .. dA+t ppnl 4.f I'AAA 0 O•JM Id .. M a •••••••••4100•0•011••• ••• • e •.s... w ••tt•-MSL vrt•t••. •1'nr w•.t. ..✓ =,A'M1y1[H9'•NL:� REVISIONS Vaal. • ..ay:.. 'Nalr•Cho:atur► Ts IRA', C- Iran Platontte•,•1 ),,Att a1 .--•'R.., SEDIMENT AND EROSION CONTROL r. >, : I •f, g 0 in I6 IT •Aj-•• cL • C 1•'=207 O.42 i 1 \ t i �/' ` i / -/ - PRQeOSED 7RANSNlJ�19N'l.� ,rnlPl - I , 1 Y''1' i = rlltzt_Lit \'\‘ ( .lt° - • 000. Ie • SEE SHEET C2.42 • • ! • • • \ ♦ ♦ ` • • 1 •••h•\ • `S. ,• -r + r- -. •••••• •••••-•- 9- -x-- - - - L• - r- x - a - - Ir 200LF OF SILT FENCE - \ ,i 1, I ` ., .6 , • • t • •• _ _•_ - - - • • 1‘i \ \\,_ - '`\ ... . _ i 1 t - / Itt•:.............. -, \1\t ;‘1/41,‘......_ `.f 111 `l\ //' / r -• - • 1-`11111 t \ 1 " I t . . "�i/ Y • - 'I / • ` +' t I I , • - 1 %C. • • ,% \ I • t ' I , r / • P.'/ • %%, - -• , t I. ft I 1 II ♦ ♦• +� —�• • ` ••• - _ • \\\ - _ • - • - - - ` • ` • N ` \ I 1 t L ✓ 1 �. ' `\ •1 ,% ` - , 1 I I / I , ' 1 \ , _ w -`5 -_,\w_-—--409 1•---- -\``•\.♦1 - \, II, 11ONO 1 • -•_--\♦ 1,,\ • • • _ ♦. ,� • \ • `♦- t\• ••, I', ( III _ ^ \ . I I 1 ••__ 401 •\ -• r ,'/;` - •/ / - - ' I - I \ - I ' ' \ :\ . .� - \ •• - - _ _ - - - ` - - - I I / ' / / 1 ' • t • .• / ' , I I `,1 , `\. % Z. ,\ \ -� I;' •` ... <,'_ �' - \S. 1111'♦, '.1\` •111♦ ,.` ` `'- ,• •-.•` •,''' 1' • • `I' .. ♦ _ •\•... ` •// _ -•4. -• •1 >\%% ,% . - �`•`• „`-• / 4. • •\% `` •Rn • • • 1 • 1 t 2•111.FCE F OF SILT FEN \ 1 1 1r',\` \ \ \ t \ ♦ •••• / X11 l`\. `` - _ - \ \ • / . . I''- '. e• 1 .. I It \ - i \ 1 \ j 1 � !)017: /7 t haN 142 I ( / / 1 , 1.I / 1 \ 1 t / 1 . • • • �, . / e• l i • I • % / _ "� -� - - , -_ _ - - ~ a.. -% 1,s \ \ _ � t 11111 M1,11' ` • / - , t' , , - ' "' ' - _ -\ • � ' \ ' \. . .. •‘1/4,4411a I,‘; f , t ( - ; -•'" _ _ r - , . \ I II,I,,11 '11L11I, I It / I I ' ` - - •, •:% I / ^- - -_- - . \ 11111`kP11,1 1,11 7 1 '% to ,_-•••,\ ,, + J It 1.,11\1 TII 1111• i4 • 1 1 1 1 % , .... •....... ,... ...• : ...:. - • • \ • • • I • ; • I 1 . \', I • . < \' _: \ , '• L, '\ \' - 1 \ / - • , • . I I 1 1 I ' ' ' / • / 1 + ( - / 1 ' ` /•'- • `I'` 1 1 1 1 I 1 • / .• I- r' •/ 1, I , \ \ - -� I • 1 ` 1 • 1 1 / 1 I 1 ' 1 • • • 1 ,_ 51 ` " 1 • 1 , - - J ' I , • - I• I1 I •; ( 1` • t - lit I I I ' ` 1 • ` • ` • ` , % • • \ ,.� \ \ \ 1 _ `• \ \ \ \ • • \ • 1 , /11 '\,t' 1 I I I I - / / r , • \ I • , • t • `• _ • c LIVE ITYPJ - it _ • • • �/ ♦ • ♦ • - 1•• •• 1 S' • • I it ti III 1 I1, 1 I 1 SEE SHEET C2.44 / c ROAD t _.ROAD • ROAD U\1 LAYDOW►J YARD MOAD T• MOAD ILA e . -/ �OAD I \`• ROAD ROAD ROAD O'" �IIUAD M r _,--ROAD V • ROAD P/14 ROAD RI` •\ •- • `ROAD O • ` ROAO R KEYMAP A- --411,•ROADo ( -4"--ROA0 Dl t--�ROADJ I ,cMOADI •` ► "ROAD x ROAD O\ 'ROAD AlNI WOAD ) it -LINE • • OAO F OAO E '"0A0 ROAD n1 -"Al YIOADH ALTERNATE 1 -LINE OPTION 11041:21,4 IrS'IROA0 Al "*OAO NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SWMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING, MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3:1 H:V REQUIRE SLOPE STABILIZATION PER PROJECT ^ SWMP. /2\\ ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS. WHICH MAY CONSIST OF STRAW WADDLES. SILT FENCE.AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD EXISTING LEGEND 1 ///! 2L ! /VA I 'JOG • - --R----x-- FO At OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE UNE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE IIIIIIIIt11iUi11111I111111ItiIuf $f Oal. •.-...e.._..vow — 0 C-XX TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET LOW WATER CROSSING POTENTIAL CULVERT 910 PROPOSED 1' CONTOUR — UGC -IA — UGC -IB — UGC -2A— —UGC-29— — UGC -3A — UGC-3B w UGC -IA - UGC 18 UGC -2A— UGC -28 — UGC -3A UGC -3B — COLLECTION LINE to COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 3B TURBINE ID 4734460 Pages: 69 of 223 07/12/2021 11:00 AM d R Recorder, d County CO Carly Koppes, III I C §u. g1 8t=t21 2 o o I` •-• Ecim Warm-• T= -ka;• S Pa OF Q W I►1 CONSTRUCTORS a z O z as 06/18/2021 .cart- -..-an -•-47;3.6 iA PANORAMA WIND •t _t ••d: F•.T.t/r.N ML TREVV/ L MARTIN€/ '. r Mehl 14 •1.1f a•:I In.Ar,11 W I. « ,W. Aq .j •1 T SJOI* oases I,I as" -a a • P SIN •. 11•Ib r •, I1/ w ,/� n it• INI WY 1Y MMt•**air••. Jew. *4 a Y•NI. wan.. S'M rk •••••••••14.14 tywl uI...1 I• • f,M. -y4 'woo I • / 111.11/(//41. .YL..l REVISIONS • �e.•yl•.4 wait. LI:.r•v IV,. NgN•e I --- I, I1' r't•It♦N• }I level c t/I it. 's Pc ♦`)rKl•I•, � . MVA4It b. W !Ka/ SEDIMENT AND EROSION CONTROL 1 =''200 r. t C2.43 T KEYMAP SEE SHEET C2.43 1 - 'I,--- \/ '_ , • •C r \ • • • •• ,i l , • - ' ./ • ,1 1 , • I ' , ,.. _ , I I I _ _ ..\ _` - , i. /r/ / - -- \ 1 1 l 1 1 \ 1 1 1 I •/ , I / ' . ./.I1 .� 40 • , a 1 . _ ' ,\ \ • ' -s „, • / / , I till / // 1 I / / / / / ' /` / / / / / / / /,i \ \ / / / \ ),•, J \ ,•, I Ill 1\ \ / / e %•6 "••''''' El. • l I,� • °. ' • ' . /' , ' -- .- \ - i 1 _ , ‘ \ I 1 1 \ V A I I 1 / l /. \ \( - 4. ca...f+_JT�-_•Z/•�7i� 'f l / \ N • io/ -- -- - =� / I ere_. "4" „. 1 , - • / s . >- —-• c• : • 0. • f •� - •/ /` / / / l 1' 1 ' e, 1! • , \ \ • - • - 1 1 I ▪ r , 1 r I • / 11 / r \ - I \' - '/ • i l • • • C , : /. ". PROPDBF.pII;AN$MISSION[fNe(rve ales --.J • , I - - • 11\ . ♦ I / I I I ) I , \ I I ' - 1 / , .1 \. • .T`T pM}1• _•� .� —�i�— a • j64�T ap►_■( _ _ _ — ,\ >.L _ 1 r• I •i � , \ \ - - _ - \ • - ' ' / ' 1 ' , / r 1 / 2 / ` -\ � `- ` - ` 1 ` _ �.: `� • `" � `` \ \ \ \ ' t.. -+ - - - - ▪ • 1 ' ' I• ! " '- - . ♦ �'- _ _ - . - y .`z ti -_ \ _ _ •, , • tit.— -- _ 2:: r �; / I I \ �,``\ .l , 4 11 44.4 --,, , --_ ,'11' '''' / �_,�.,.` �----�!-' /-, /• • �?`-.�a. �\ • \ � �, '` ••,t, - — %,I \ 111,1' \ -_-- ,, - ▪ �-; 1' \ — - , , / , . ' - • - - _ . / 1, �((r :M� \` `v `1 \ \ \ 1 • \ . , 1 1 / 1 1 1 1, 1 \ ' / -r - , 'N \ IC ',1111 \ ,,//., 1\\\\..\ \ •'' , \ \ • \I'f • \1 ` ,♦ \ ',I� _ �. / I •I l l / :� ,1 :�;;; , \.\\ 1 %1 •1/4 t • . .�•\• , • • . • , I • �. t — — —ans .. i r/ • 11 — • • • ale SEE SHEET C2.45 • ROAD W yeROAD W1 • 4 LAYDONN / • • 'ROAD K ROAD Pie • • ‘ROAD E Di • ALTERNATE T -ONE OPT ION • NII0A I: .44 OA U NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SWAP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING, MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3:1 H:V REQUIRE SLOPE STABILIZATION PER PROJECT A SIAN P. (ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDMENT CONTROLS. 1NHICH MAY CONSIST OF STRAW WADDLES. SILT FENCE, ANDrOR LOCATING SpOl!.S_UPGRADIENT FROM THE COUNTY ROAD.,; Ofle- EXISTING LEGEND OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND ann. a in LIMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET LOW WATER CROSSING C-XX POTENTIAL CULVERT 910 PROPOSED 1' CONTOUR eA IM UGC 1 UCJC 3A uGC -3B COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 38 TURBINE ID 4734460 Pages: 70 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO • • C€E71Hfil:LINfiMT O Wig pt I 0641612021 17938 lir PANORAMA WIND REVISIONS Arye 'Ph SEDIMENT AND EROSION CONTROL II 111111 W W (/) W W ' / 1 T �-- - •, 1, 1 �„/J, 1 , � _. /ice, , . - - - '. • Iti ele s', ' ', ,', I, jilt , - \ - ',-- - -' ' , / / / - _ '. / ' - _ -- _ / (I -Cr.' 1 ' \ 1 , , '' 1 ' t'11`1,I I I \ N s ti• \ \ ostos � — 1— f O•RJ- r_� — 01Kt T _ t C ` ray —T_ ` �PROF?OSED (RA&5M15$ION LING (YYPk \ ' ` \ 1 , \ ,` ' , I \ - `\ \ \ \ ♦ 1 ♦ \ _ ' , I\ I I 1 1 1 \1 1 1 . 1 1 •1 1 ▪ / — ♦ \ 1 I ` / ' /'' y\` •;` \♦ ♦ • ":1•e: 1 1 1 1 1 1 1 ' I t 1 1 .1/4/ 1 1 1 1 r ♦• -- /-'/ ' � ` - • ` ♦` 1 , � 1 11 , 1 1 1 , \ , , 'xi. `1 ; /.,,,/ .11i 1 1 1 11 , 1 - •.- , ' -, 1 1 1% , 1 ! � • - - .V -� . ' /I // • •lid ♦ \,III I I 1 1 , .111 • 1`,♦♦•` / :/--- 'et, „ / , ♦`1 1 ;,•/, , -� • '- , .00 I J / � \♦ I ` ♦I 11\1\ 11 I 1 I i '' ` ♦ I — . -', 'i I / se ea* _ _ _ -' ,J 1 // �^ \♦♦��'/, ' ' I, 111 1 I't- _ ,�1 + �• • 1 •... ,' 1 1 1 1 I I \ 1 1 / - - - , ' ' - _ - - _ I , J 1 ,/ - .1/2;3/4 - � - - = . _ _ - — , i ' ' I t et 1 / , 1 I 1I I • r - I • I ♦ / r I / I r 1 -�, - _-: ,,,,I, • -- \\,111 \ / 1 / / -�_ i „` f 1\1t ♦ ' 1♦1 / - .' ♦. i1 / _`-tom-`"�..- /',i .• if ' • • ' _' %1 - ,• - - �.. - ♦- - ^ - I , I. le , , \`� \( I 1 '�' '11/ ` , , / -- •. -I ,• , ref ' 0. ,, -', -_- - \ r // r , / , . :e. ..„ .1 I ...le it ▪ .re ie-% --jell. : ... - - ewe-. - r • /11• r I ♦ ♦• 4 t 441 • I ' ' 1 F• I ' \ . I I / - , 1, I 1 / i '- SEE SHEET C2.46 KEYMAP ► f. /ROAD• ROAD W, _�ROA0wl • ROAD U� . tAVDOWN / YARD ROAD OY' ROAD ROAD I A ROAD N\ • �IIOAD hi ROAD �. • ROADRI` •\ ♦ `ROAD O \r • ROAD R • --ROADV • • ROAD t% 4IOAD '-#OADJ OAOR • WAD OA0E 4 'ROAD Dl • OA NGAD� A2 • wk. -ROADS WDV ► • OOAD F `• ROAD Y..% \ROAD H ALTERNATE T -LINE OP T ION •- YIUn,. Al GAD A NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SWAP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING, MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3'I H V REQUIRE SLOPE STABILIZATION PER PROJECT ^ SWAP" 2\\ ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS. WHICH MAY CONSIST OF STRAW WADDLES, SILT FENCE. AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD. EXISTING LEGEND • • _' _J - Drw- -1-- -o•-- t-0' OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET •«••••• 1'i 1111IIaIUilii11IIi11U111hIIH a OV-�..-..re..e..o..- 0 .0.11•. n•�Dyn•n•�•�� Omml C-XX 910 -UGC-IA -In& 18 - UGC -2A -UGC-2B UGC -3A• -UGC- 30 n• UGC -1A— uGC -1 8 - UGC -2A— UGC -2B — UGC -3A - UGC -3B - LOW WATER CROSSING POTENTIAL CULVERT PROPOSED 1' CONTOUR COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 3B TURBINE ID 4734460 Pages: 07/12/2021 11:00 AM Carly Koppes, Clerk and 71 of 223 R Fee:$0.00 Recorder, Weld County , CO IIINJ�IIJHIP.�CII1fA�4LflI�NJ4�K}��4lR�;��G�nWvl II III a. 0 tCe •0 V in •� o • E LE 4 W CONSTRUCTORS z aZ� Q g J De 058 z a- ct F.. I 06/1672021 4 7a $6 PT r; :. PANORAMA WINO r,6.•4r-F, •!a.A..F. M TREW 1 L. MARTINEZ • •... Ib. .v mw.tha J+••.. Y. ..'L.... •.W, to IWDI.f 00060 M ' N M ,11.1•••1• n Web • .1 INA •M .N• n 11..4.1.. •,I MAIM• *tab.,. ✓ fwyu« WA ISMIWI e..•WF• Many fne'F, tt^t141.• U.a1 .MM•1 F. -.....rims - •r r -f �.' MV�.yY CAGY, REVISIONS G t•ry WOO .v1T1 o'MRgr• %.t• "wP C .7-1•••• 4 • • ,..'0.:' 1 IJA' L.:A -vJT.: SEDIMENT AND EROSION CONTROL r.N. 'rT r i .:•t.f.%Cr.. IrL,.! /.F 1 =200 3fr ' :An 0.45 SEE SHEET C2.45 �r - i.l-�_ '-� �•�yr�.t-% - :►•� r_ �� i , {�'ur a • ews -ter / I iCrtra .._ R - - - ♦ ` ♦ _ ` `, �.. ♦ 1� i Wi1-—•_ratirCs`,.�-ter Lr r:.—r•+� �''�� re / '/�- —•�.., . , .O''....'".7 . , ... --f�" . rffT•�--e-`t� '\�1r t±�•—�7R�SEP TQe�N SS►dKUNff VPI� _ j / I / \ — .` / - _ _ - / alb 1 • ♦ � 1 , I /- / '- /, ' - I - / 1 - -- r - / / • •_ - - - - - /• '' , ♦ 1 • `♦ • , le;�_ ,• • -\ _ - —/ I - - - 1. - .. /'- - 1 1 • I ) I r r �1 • - -,- - - - - �444% I / - • I - der • 2, /Atte/ - . , '' • I 1 -'- - -- -', \ \ ♦ ♦ •.1 • ♦ • yrt 1 1 ' ,. \ - - • :7' 1-� • • / • N. . • • -• - I / ' ' I t 1 - I I1• 0- J N ',1 1 / ` .`.. • / 4734460 Pages: 72 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder; Weld County CO '�'r�i��Y�r�l 111111 in r%R r d�� llll�I�� h�� !� ✓ / • , A V - - - - I . .' 1 / .•••:; - I, • ',t ' • - -. 'I'm' efs I _ r `rte' /,// �� ` \\\ `�%•� _ ` - - I • I -/ ....fly.' • Y• 4 • .. - , - A- ;, I I,! 1 I \,1♦;1 • c k SS a J - - ' ..o.-/ •. O..•••- - ` -- L • J N- N I — w ,w^ w w U) ROAD O-""' ROAD V•:\ _,gDA0 W1 ROAD O� /LAVDOWN VARC a • r'• --ROAD V ROAD Tv. • 1 ROAD 9\ . ROADl� �`OADl ROAD �• '-#DAD / <ADAC I HtUAOM \ OAOIC • ROAD P'• IC OA R A, VIOADO ROAD 0\ • `�ROAO R ROAD X>� KEYMAP a -ROAD 0 • e\44 OAD E BROAD Dl dEt T-UNE MOAO x • • `110ADf ROAD NY _ A`4lOADH -ALTERNATE T•IINE OPTION , RUA2 - • •• _1DAD RCAO A AI NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SWMP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES, SEEDING, MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3 1 H SWMP. V REQUIRE SLOPE STABILIZATION PER PROJECT ^ 2\\ ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS, WHICH MAY CONSIST OF STRAW WADDLES. SILT FENCE. AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD EXISTING LEGEND Tl x - -? .ti OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND ONTO - {IIIIIlIlf1U0lllulllulllHlllil Sf El PENNI C-XX - UGC -IA tit 18 -UGC -2A - UGC -28 910 UGC -IA - uI:,C i B UGC -2A- UGC -28- - UGC 3A UGC -3A -UGC-36 UGC -3B- rr UMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET LOW WATER CROSSING POTENTIAL CULVERT PROPOSED I' CONTOUR COLLECTION LINE to COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 TURBINE ID O� • ga g t cite `�Stry • 1f OwW ms r2 a • 0 PP T S J v •G S Ymn Q W �1 1 1 ' 0 Z 2 O LL Z a Tn'r 06/18/2021 Fe ..c. - /fF- 47938 . rt•. PANORAMA WIND ra'..•. r f • r.1 A•. 1 , M TREW/ L MARTINEZ •1•'. • 1 a.0 •.l J•. s .' b F. r. k••• MM•/ •.1 T4nu,•. DP° W eV ••••••. 11• a. tb rl W+•r ,.• 0..•• •V...• W r4n.W 1 L w, Wva .. nay sawn LL•.V..4 n.IM✓V•••••.A ll. •• M•• ''i , 4 , •MM{.ry♦ •4. 1 REVISIONS • .....to., i(Y-.I'Aw P. WO L..1-`..1.• .24 SEDIMENT AND EROSION CONTROL +.-... as T •.,•N. 1 = 200' C2.46 I T� i • / I. W 1, .. < - \ / �� ! \ ISIEEI IY2ANS{II$S1�✓xINE,(TIYPI ' , I 1 'c \.\• ' ♦+ ♦•`\\\\♦♦r _ ..',''Iry IIIi `, ♦ , // / \ \y • \` \ , \' `\ • \ \\\ _• ,'/I/'rIl 11 \ r r,/ • W V7 • , , I .00 r• • • • / /+, J' I /^ •\ J ! • I: ' ! �♦. _ — I , ,1 1 ! 1 • / '1 f e 'idI- ,' . / " ` \\ \ ,•��• : ' -+.-=_ '. _ - _'♦-\ ••,t• N //,I , IIr / ,rI/f rii 11 \ , ; ♦.I - , f ill 11 \ 1 f ' /• - 1 : \ \ ' !''+/ �f 'r / 'u / ' 1 1 1 1 •1' , 1 ' ,.. ,. •1 1 r \, .\''.\ ,',1'\\\ II I ' • _ • \ ,� • '•`\ - r. /•/' ' ll 1/ / ! 111\111\ 1 I• 11 /l / \ \ ,/ 1 / , I , • , L i /•f �I 1 I 1 • Ir _ ._ ,_ -.' \ - /, / / e / J 1 t 11' I ' I , •' 1 it I \ ' `1 •,``._ "�'/ �' \`+ \ 1'/'- r ! ♦ .... r ' I 111,, ,` �/ N. 1, `♦•' 11 • \ \• • ` ` - • - ' ;' /, ! f I. ♦ / " ' ' ! f ' ^ 1 , 1 , �; r ' / / ' / " _ ' I ' t ♦ al / rr~ . I _ / I 1 1 `_ -'rte:.'+,! I i-•�I�11,1,1 %a\\• 7. ''-♦�% -�• .• / e'_./- _ I'I\ \\ +' ,• '�//Y\1' /+'1. '♦1 \. \ + + It \ _ - - i -e• ' P. , I , . + - ....'- . •// / I• • . - \ ` • _ ' , , ` ` •. S. - /• - f f 1 / w , •a. •I I I / /• !', . r I' r 1 • 1 ' ' r f • -• I 1, \ ---: : _ 11111, / • : .70:-.. II: ;el% -. l • "''l' , ` ♦1 '• 1 • \ / I -` - D , ` •` \ / , f ♦ • I 1 I , ' • \ ••• I - - \ rr_ )0,5 I I ` ` \ \ \ I .. • I4. "_ t•\,11 , \ ♦ 00, `,11111 is I ' _ r' 1/I ♦\ i. I ' ',��_ 1_ ' �♦ ♦,'//�'� + 11 yy��\�� / 1 1 I. ' I f _) / �r �7 / \ ♦ •i — t +�♦/�♦./ / ! i T, 4� — .�_h t= c _ i - T T=r�r-t__,1 '�.=• r_ 1ifr" T_—_ �' - I . - _—..F' i �` .1 S '�` 'r"'�.'!-I A e fI 1 • 1 • . N II I • / / 1 / \ aromMei 1 Ir. � -sue - jam♦ -.. _ �--� --•• • r — — I 1 _ +, /• •, '1 1111'1 r:. ,) 1 111 X11 �_ j�1rb III/ ,..' - -11it I rJ -I /r I/l/l/ 1'"'' 1 \ \ `♦' I' ' `\ • ` 'Itf I 111 ,! ♦ •`\•'ti �,��, `�.♦_` �'•• , 1 '11 /• '11,1, // 1 \\\ 1 II \\ \ • 111d1'1�\p�\\,\\\\./ •/ 4/1 ;4;0/ /. . / _♦ • �\ r -� �_ , /+/1 1 , 1 ( 1 \ '`\'�\`\ \\` 1' 1 I' / /• 1' \• / /, 1 ••• !10 t • \,. . - + - I 1 ' \ \ / 1 1�y��I111 �\ , I • / -- \ / / r) ~7 ♦' -' -*****•:: ,•`1 :' • / I -"_//ter`/ ' I I \ • 11 I epee. • • • • • 1 +r - I 1 ' t 1 \ ♦ ♦` It I ! ', / ', ♦ r _ L I//,'/ - \` •• ;\U\\`\11‘\\f - / - • -/ , , \ \ 1 I ' • ' ` - • • , 4%, „.. _ _ ` \'`.. \., , ♦ .+- - 11111• t' r • I I• I I I. `\ •_ _ /'.I I ,'` \ = ' • :% / / -At \., 1 ( + / / \ r• .— .•..- -/'; \. • _\-� _ 1\ „ • • _, / • ' , \ ,\ \ ♦ l 1\ • • 11 / 1 I A r 1 / • . • \• - • • 1 • 1 r I \ • \ 1. \ • 1 I',' 1 • I I \ I SEE SHEET C2.31 ROA0 Yv, - .NOAD W1 Y S/—ROADV ROAD U+` LAYOONN / YARD ROAD T\ /6 ROAD E• IROAO I. ROAD.1\ \�• a w11OADM • ROAD P' ROAD R1.,* •\ ` r ‘IIOAD O St • VIOAO R NOAO O/ KEYMAP 4 /*DAD 0 1 DI. 'ANCADE e-OAD 01 4-410.0 1 OA D I •` `ROAD 11 • ROAD • ROAM A7 AA• TRROAD s rI� OOAD DAD F • ROAD Hl' -4 ROAD H ALTERNATE T -LINE OPTR)N • - `IIOAi- A, ..."3/4IIC AD A NOTE SLOPE STABILIZATION REQUIRED AT CONTRACTOR'S DISCRETION TO SATISFY SWAP REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO TRACKING SLOPES. SEEDING. MULCH AND/OR EROSION CONTROL BLANKETS. SLOPES EXCEEDING 3 1 H V REQUIRE SLOPE STABILIZATION PER PROJECT ^ SWMP. !/2\ ELECTRICAL TRENCHING IN CLOSE PROXIMITY TO COUNTY ROADS SHALL EMPLOY SEDIMENT CONTROLS. WHICH MAY CONSIST OF STRAW WADDLES, SILT FENCE. AND/OR LOCATING SPOILS UPGRADIENT FROM THE COUNTY ROAD. EXISTING LEGEND (ZZ fVVVZZ j OUTSIDE OF PROJECT BOUNDARY — atop— - - Ip 010- rO —Derv_—_ WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE TRANSMISSION LINE ACCESS ROAD 'ea saga oreass awl ,INuitUdlii11i111N�1illil llltl O C-XX 910 - UGC - IA Ui4C-1B - UGC -2A - UGC -2B - UGC - 3A - UGC -30 UGC - IA - L1G(. I B UGC -2A - UGC -2B - UGC 3A UGC 3B CRANE PATH SILT FENCE DIVERSION DITCH SILT FENCE OUTLET LOW WATER CROSSING POTENTIAL CULVERT PROPOSED V CONTOUR COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 TURBINE ID 73 of 223 4734460 j 3 24 2021 11 0AM Pages: R Fee $0.00 Carly KoPPes. Clerk and Recorder, Weld County CO VirdilidniLWAR �Ltih II III O • o< CS a uCz — • o • Z _a • O li? p2 O $ n y u. - a W ECIMLITIAiiiiall 2 O Q a OW 1&2O21 a "'.1 :' -/.•.TEA 47936 I.C., It. I•..1 PANORAMA WINO ,td:4tl E•.raeM.ir M TREW/L MARTINEZ '' . ..1•I• or. a --a.• ar ew--t. •. ti - tie w• secant .l I Iwo! to tY Joe La n1.),•.1w I...4•A••.f Mob r •EM•N l� r. I I . •4444110 I•/..I&, 4. MME.-. It Mb... W rod ballad Ir•&Nlu•I loam..N1. a ..J t.. IS ••..rMul ). we 1•011% Si. •. r-• •11 t.•NL'.. •YLr1 REVISIONS • .AAIXyre r1(N1/fk+ ..ra3,:n t ,:ty* *Tv r,e-••••F1,. H. -w.',]1 c-n/f. PAVE VAN( 11 `f 1nr..a .• SEDIMENT AND EROSION CONTROL 1 = 200' 'l ' Ma. C2.47 ✓� 1N. a 5160 5150 5130 120 5110 5090 'I • 0 / J J •I / •. c' c- A I • MIERSECTION ; 0_, - . 1le1msb0- 34 IDS- s -1ps.mia INS t---+- 1, 2.00 STOCKPILF TVP. SEE EROSION CONTROL SHEETS a '„.. I-. 1 0 ' L CAl PLAN: ROAD A J • •', I / e, - 1' .' J I •I I ( ', /Sip 1 ` I / r II I /• I I I / I ' I II .,1 5 I l ell , I . I . , I - I , / I I -) I I A 1 1. / I I I I I / I / ,, / ' ' / I , / • I • +i I I / , 1 . , I .•J I l � • ( / I I / - • ' ✓•''- / ,II IC . U I---f—E�--- P 1,,.•It, -4- 10.00 ROAD -A'. lid-�_ / / • / • / L -4, I 4..4,. II,•lµl PROFILE: ROAD -A - STA=-0+50.00 TO STA= 20+50.00 SCALE: 1' - 100' f • Lu W __ STA ars\,. * %HRS.4G " STA).1.25.111- snssM S 12SA! - - -" -- - - _�- - HIGH tpW • MON-K t 711. • • 71 tent* [T 1G+SG.O. 9101.N.. — ER EIE M EIN/I• `xn •'2_ut-I-----.- 14VC ',VI STA11-14•10'011 FI F11 REV A.D. • - 5116. A.i2B a , L 111A 8 „ all&TA A.O. in 4 — -- - _'_ - - - .— -r— !115 - - - - - - — K. 1•►1.1s tine- ....7) _•O ib - ,- -- . ' 1-• 4 Xis_ 4,„r77i5++eili - IVI„ar .... -Ni 36 - i y 0.16�� 4.32% Orly[.- T al - may.- ��•pp/r•�I ♦ _ _ _-._ GRADE • — w •/1 0 8 \n i'‘e In p Yf O h IA.e. 0 ^ h p O h.44 g I0 h S O h S el b (y a h r m t• s O h e RJR '8 •' n g ea' h >i•�e N m nom, g rip h V) 'n rr O h a >t III Io h O IC) •e re �_ 4 V7 h 2 '► I O I� h P s QI ^ h re o p ICI N r [19 5117.09 p517454 in ra . al _ h„ 2 re i 'ff in .- h 22 P1 ^ n M1 2' S N it 10 _ n V1 o 22 n DI b IO,o n h to ffi ,A 0+00 1+00 2+00 3.00 4.00 PROFILE: ROAD A 5+00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 18.00 17.00 4734460 Pages: 74 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes Clerk and Recorder, Weld County CO RICAITIEI I' tll�htP�i II tIIII SCALE 1' • 10011, r a 2pv 18.00 19.00 20.00 5100 5150 5140 5130 5120 5110 5100 5090 ROAD YV. aarD Wl ()\ !III 1 ROAD uritt OAD V IAYDOWN ROAD YARD ROAD ? OAD t ROAD �tOAD 8 fns .'-'GAD. ROAD rj �OA RO ^ SIC✓�D K CI OAD I ROAO ��q ROAD R 5 ROAD OAD O KEYMAP ROAD • ':a r ' OAD E NAGIO/C093•NF D OAD DI SCALE I a 100' 100' 200' EXISTING LEGEND riiii/i//ter//1_ --K---K�- to -Ott- - rO' 910 1.O ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND a 0.4,11a -UGC -IA UGC IA- 'UGC -18 UGC --19 -UGC-2A UGC -2A- - UGC -2B UGC -2B- - UGC -3A UGC -3A- - UGC -3B UGC 3B - LIMITS OF DISTURBANCE PROPOSED I' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1 B COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 „, rm. - as O ao • &; 1z s R ELF. n S pom O N d 4 W �1 CONSTRUCTORS I -I:. .is s•DMI 0 z 2 0 z a 9 to ‘)• •1 OSIOY2021 .+:`ACT •. •.ar. 47906 Cat • .RT1, we - PANORAMA WINO .tt$',t I••ta•M.PO M 'MEW/ L MARTINE2 .- .1/• • r' M.i J•: ..J . 1. •. !. •• tbs., R.sn, 0 I A-uto DIIUPN -•r MY011,140.0111 • rob -•• polo •• :t1 -•I•• r•r w sit wl.o• Wit-. o l.w. N•MMJ•11t t —.Y•. -w. t .flr ear UVut.• OI►.II.••`••.I I:• n I -.I\ wile • •r I .f r WL.a .+L d, REVISIONS IOWA. • • 'IIY►oy y/r tV I c-e4'sIs ROAD A PLAN & PROFILE a. {C,,.,, 3L[1• 1" c 100' C3.00 5170 5180 5150 5140 5130 5120 5110 5100 20 • f i • • • 24.Ot) 26.00 r • • • PLAN: ROAD A • 1 • - • I • • • • • • • • I • • • • • • • • :ROAD -I1 • • • 32+00 • • i ./ • • :i•;'o , - tr INTERSECTION u. 1;262 2 E 625010 62 SE • SCALE, I" - 100 , O Or • � \ C i • • , • • 1 5- • I *c 1 - �4 3.07 -` PROFILE: ROAD -A - STA=20+00.00 TO STA= 41+00 k • N la 42.30 I _1:W I 1w W IC° • — { - — • .05.00. -- - --•- -•--STA _ _ _ LOWMTA-f{• A6- - --` LOW F.EV • 51 4211 , PVT 2 37 30 00 - PVI$'1A•a. _ PVI •S 24.4E "+ - — - -- - D.-410'4 PVI ECEY -+♦ lob 'l I iT27pD -/u III 150 VC -NJ2. r I � —t ,v— r . - - M 1 ,t - .— J FX — ___� —• ,— - _ n 22 1� O .�. h7;n 22 4Ip .1, I.- w Ifl Psito g1p IDI [O b Y1 yy�� W♦ IV n m h� M nn O2 a 1f1 `• h ;ill • g h Ol • 1 6a -,nn e 8'a .- 4 t in N nn 92 1'1 1D ^ n > d lV b • ' A.. n >Z'2 O ± s'CO h nn 8'.e '- tQ a; OIs. nIn 22 n 01 L 01 .1.' S2 p V1in O O O n + •. '°c. In s r2 19 5122]0 p 5723 43 ODi in •, q N n' S<e e 'AI b n n 2 90SilS YE Sit lidi ID in y'M'- 2 in f PROFILE: ROAD A • + + + 29 + 00 30+00 31+00 32+00 33+00 34+00 35+00 38+00 37+00 38+00 4734460 Pages: 75 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III SCALE 1• • 1001, I• • 2tiv 39+00 40.00 5170 5160 5150 5140 5130 5120 5110 5100 41.00 ROAD Yu\ r trD W1 LI RD ROAD LAYOOWN ROAD L YARD ROAD T!‘ oA0 a OAD V OAD KEYMAP ROAD A O ROAD O , ROAD Pb - —I�DAD I 11IIYY"'''''"'111111 ROAD Rte_ oAD O GAOAD OAD E NACMJ/C 083 NE 0 SCALE 1-=100' 100 200' EXISTING LEGEND 1272227Z211114 — -x- x FO 910 ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND tw LIMITS OF DISTURBANCE PROPOSED V CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING CEO Dal — UGC -IA- - UGC 18 - - 000-2A- -UGC-2B- -UGC-3A -UGC-3B- UGC - IA - UGC 18 UGC -2A - UGC -n— uGc 3A UGC -3B - ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE IA COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 3B a D O ore • C, in •• Z . O • E• E 4 W CUIRECIIIMME Z 2 LL O z Q a Z i 8 pJ J $ W 08/03/2021 h_tc .•:A . 47936 4S:.EC' i i,,A PANORAMA WIND t?d.•M: E 1-.4M.F. M. TREW I L. MARTINEZ .. SI* ►V Se 644.41•4 JMJ•..4I w, P. 'J••.I FINN 0 I ypl R OV V✓ o• -.ere, II ISIO4•.nS.S Y.•M •.I ^a♦nI1.a•IIt•••. Neal.* Mme.. ,• • L... W ••I Skied I t-.IYak. SUN .Ir u n.a1. • t " ,.t -a.••.• I 4114.• ROAD A PLAN & PROFILE 3<• •, I ROAD -A 40•L. 5190 5180 5170 5160 5150 5140 5130 5120 i -• • • • I L 44-00 ` 46.00 • 1 4P 0#07 k CA) PLAN: ROAD A , J 1 r. 77/ 1 N 1 ` ` \ I • I , , • '16.00 • • • I I e , • 4 I • I • , I • • I • I I • I I I .• i 7 , I / I , S t t 11 1, / , 1 I / , I , (I r / I / I I I I ' 0 ' I I I. I I ,/ / - ' . . I / 1 1 , I I , , ,' /'/ ... ' .- l-- "0,'/,'/. I / 1,1111 /, - - , - ../ - / / , I / , - / , L .0 •••• - ..•..•••, I ;till 1 I 1. , / -'1 ' I I / , - / I 1l 1 I I / ' ' - , • , / - -• ..�' /1 / /11' / -4 0./ ••- • - - / III I / /• / �/ • - .0-i - ._'/ - — -, - a I / - , / - _ _ •/ • ' / • .,,- .i / 1 / - / 1 , I , /;,! X11 / I • • • 1 , P,, 54•33:76 1 , f Pc/ SC1066,14 a4ti3lot) .1 , P. . - , 1,c/ , ' •i' a • • dIMP .I • ' -'•fi/, • �- / • '- - ,/ '- - ' , -• e•▪ I' ' • 40.• .0r / ▪ ' - - / _ - • -• • -• - - . / - / - a • //• -�Za Ziir •.=a=ila=r,.%.Ir /• ��•• ' t�\ 16 1 I I I 52.00571e1 11 J 1 2947. • �1(`�9 1 }NW. \. \P'�C I 1 E\ 34di541a - , ` .•� . \ % ;..% = � - - - I , ` �� • ' l -.' _-- . •_ PROFILE: ROAD -A - STA=40+50.00 TO STA= 61+50.00 SCALE: 1' • 100' • / , / / , • LayslA RAN t=tEv-514!.00 PV1 ST! a. Ms f • ; • S0•.1 - - GQJ6UND i •• - — ' , stA 46.n - -- _ . LOW MA.ft.eA0 L.2&fl EY •51L1.12 - - - ' " MEI So0.0t V vc — _ _ �- : �_ t_ LO1V'STllt F�v a •SSUO 14054 • ..�-.� -- P11I&IA-4.1•!040 PVI *512.00 V 51 — . • 7.01 �- - N - _, w>if K. .1, - — •— ',Dwarfs53.71 o1/1St40AL Pvt ar PVIELEV•516731 AO.rJ46% •50.00 1 ' N $ Ai lg,8 Pp1�nne�/A�./00f10A0 -- . .- .•. .� - _ �_ --4'111V 4 • r.• •� =twin ,. A.D. .40 sex • T—_— Twin •"� ~ • r< i- r x•44x1 ,,, •• -- T' �� ISG YC 8 „ to • y��Q� stikA S0• tl ' STA • S{•60 55 + f iiilt--N i g'S CID et 6LSV-`37.1.03 ,�'� !a�.�yl _ - - L w� w r*.5i4n 6lEVc u sa re, --1 6 STo6 . 1,4 • •Ira K I, N. _ t ■ 51 -5 - - —, Lf..� . 200' VC Y o' • O ;NJ- h S'2 1p o 10 h b hti v1 T2 -• m a h_ �. h S 19512995 g513269 10 ti I4 h 1'f' h g r- 4.. b y1 ,•t III N a $ h b re I.1' h r2 �.�- A a, O1 M Y1 '� to b m qO .- $ .T. Y1 Cu, t2 r'f ' ^ '� S b� en b f .�.. Y) '� 2 V N �[�1 DI hF N h P S.sa �p N RD b! „� I1 111 •� $P' �1� br m N 42; i'.P �� _� r + h S1P w M b N I� N1+11 a twfl 4 b � b 1D A n 'n PP VP I'1 N 1p` r- a 1n h t F O, 2ry Y, In is IN A 2 M Yl re 2 {p 2 41* 00 42.00 43.00 44.00 45.00 ce) PROFILE: ROAD A 46 • 00 47.00 48.00 49.00 50 •00 51.00 52.00 54 • 00 54.00 55.00 56.00 57.00 58.00 SCALE 1' • 100.4, 1• • 20'V 59.00 60.00 61.00 5190 5180 5170 5160 5150 5140 5130 5120 ROAD ROAD Ss._ 0,450AD5 IlinAD °Aar:31\iiki044:44"0 clat OAD KEYMAP NAD8J/C O83 -NF SCALE 1"31W' 0 200' EXISTING LEGEND rOJ 910 OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED 1' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING uGC 18 - UGC -2A UGC -2A - UGC 3B - ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 3B 4734460 Pages: 76 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO rid IV VEIL IMO IVNie I P 4‘'.1 ! 0. D eg (Its ti • O An r e ;z a O 4 Lai ASEEEITEICIT O 06103/2021 47936 PANORAMA WIND .""PeintinixIIIMLIUIllf DP 0 ••• • !qv, taity•aisit tiniest wi pen 0,* 1..•• NI lot kfpnIfalit rt REVISIONS • • ROAD A PLAN & PROFILE I II 1 100 5240 D230 5220 5210 5200 5190 5180 61 / / / 'I t ( I / w M�AD s1•8.m N1 1603623 5 / v.)I 6 346311216a CD, / _a I I 1 /• / / / 1 / / ets l • \ \. I / "/ / // 1 / • 62•ellit7' 1603665.6 / " E -3462938.b7 -' =waoo ly 99 8J - - -1; — - - - - _ - - - PLAN: ROAD A II / 1 1, / :x 10.92 I 3 s / /I ,: PC' 4601.5c / .4 y60370 +(e • lacei.,_ - / 74'°43 ROAD -A N 1• 82.48. .Y7 E 3442053.40 Mtl. /1109.95 < t Rc300,00 . N .1603864.57 \/[=278.0 , '\ E 3462146.86 a53 -IQ 4 \ S / _' ia - - _ 76.00 N. 1604337.37 E:3461853-15-- — / / ' / - \ I 04 Om- -o0 000 dr 1 1 or 1 • ' j ' 1 , / , " ' I I .11- / , • !r, \ ` \ � , • . , 1 ' , I - - - - ' — — - I I i••,— 1 f I : I r I •I / / / // .. I/. - • I f / , " , , ,% / - / ' '• / 1 / / / , .\ / 1 / 1 . 79+42 22 N 1604599.86 d 3461g4o.au \ Z r\A` r I I 11.:3:4311- 010103.99 L SEE SHEET C3.04 PROFILE: ROAD -A - STA=61+00.00 TO STA= 82+00.00 SCALE. 1- = 100' Gl4SLs l*SEW .35.00 OIN . Lit YM.siW-5 . T - SE MOn�tttEV • inn *Ow K - t a\a 141 ,- �- gmµN- .� - 0. • t- - ..L-..._-. 4.2721k. s C..' --..-157 X001.1C 6i •. _ _ I 1QiM Wax WOW - -.eg- - �. • e LOW.CTA=7JHKi3 rtl - II_ �. SDK E1:#Y� MAIM 174•00-01x-.. 0_ o cs ,o man, *if - ' 0 .6M • ' • 74tfl.0G ' • ■ 5 VIIFfl9F•3tbN ■ ■ I •1 ` ISOG �� ya •`�• 77 r -. -• - I>�ilisTAa p ii >{X. - la 12!11- SLti _. � ) Mit f•tEV e6.2) N 1 ! _ mu -4 yip %r. a 3 I�i.1� no vc --GG.�i�ii y . Till 4r ** VD • • ■ I•SI 'i VO _.. A0EIl. - - PQOP • • ire Kw ..ar �� L +- - 1 ¢RAC. ... t 81 QqIt1 :Irs:S. 4 14 Nl h fi'g N nQ! `• lil 31 W.{. ppp O [`. �'1 o VI ►g52!Z23 ' p 5223 00 $�yo n1ti hIAh1f1 S 3're h S (Vryryyi N 8'/P rO �j IC re N Y�f 3'e j��Q1 ^'h NIfl_•NIfl1!1 re v 11WI p:3% N ,•�.`Pj1IV Pe NN r �IAyw*.p ~ e re �Y~y( -"YJ re `�A♦�?,A " pP I/�I V ~ 3's �s 01'� N IIn ri 1f1 _•Iff V' l➢ 5224 36 p 5225 88 p • • • • PROFILE: ROAD A • • •O0 69.00 70.00 71.00 72.00 73.00 74.00 75.00 76.00 77.00 78.00 SCALE. 1" • 100'H, 1• • 20V 79.00 80.00 81.00 5250 5240 5230 5220 5210 5200 5190 5180 82.00 7LAY VA ROAD ROADW, rygOAD ROWI O- AD OAD V DOWN ROA0 I. RD ROAD Tjf ROAD �Td110AD f t_}-woAD M C ROAD ROAD RC DA0 R GAOL OAD 0 KEYMAP OADJ DAD K ROAD % ROAD CAD* OADI ROAD: , ALt I 100 OAD E ROAD A OAD OAD C OAD F OAD H O100 200 EXISTING LEGEND r•_••_• -_•_- -a - - 711-I �, - _ - r0-' 910 OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND Peer — UGC- IA — UGC IB — UGC-2A —UGC-2B UGC - 3A — UGC -36 UGC -IA — UGC -IB UGC-2A— uGC-2B— UGC 3A UGC - 3B - LIMITS OF DISTURBANCE PROPOSED 1' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 o. ,h O= o€ CC ,4- a k t S. Q ,1 w" CDT • ua - "t • p 4111 • O • r 654°O. 4 LII CONSTRUCTORS PANORAMA WIND WELD COUNTY COLORADO OWG:LiL21 •1. 1[T I points - 47938 r., (t T I, YA PANORAMA WINO •y.,y.• 1, M. TREW / L MARTINEZ a. a... pmt, 0 l M,0,14 0•Y✓ Ca ea Nessus *Se •I rig t•r•• II•.•b OW re MainMa.. - .4..... W ,.1 Welled L 1-,WY.M. wi •.' ..1• •..-.4.r'MMLN►WLYI F REVISIONS 01*00, ,t reft ROAD A PLAN & PROFILE U. ,. • I14 I 1 =100 c., r C3.03 4734460 Pages: 77 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII FAIL �IIII 82.00 PT 82.14 20 N 1604710.92 --a.3462039.63- '1--- --I- --. 8a�00 1308,00;-. =543.94' A•103 89 .., / 1 • ,/ , .- ,,• ', - • _ - :� \ ` \ \ \ \ \ \ •Ci)k PLAN: ROAD A 5250 5240 5230 5220 5210 5200 5190 5180 • \ • J t) 8600 J 88+00 1 I )' 90.00 -•F t . \ / I 1 . \ \ S. • '' • \ • ` ' • \ \ ' \ . \ • 1 \ . \ • \ "I.•% %.••\' - r S ` . .,n _ t , \ \•• \ \/19 \92-00 ROAD -A - - .- 94• CC , _ • 46 WI. , . pc4e,213 V - - - �� t NCI J2 /pi 98.rd2. 1 '6 4•' - +-1605,21,66 A J- -- /. \- 1' , \'',,\ -- - -- \ TU.Z1 NT . 1604822.4RBINET E 3462843.86 eg=5221.76 ( I _ r ,\Ig=5219.70 I ` I / / i/ 1 / / / / i',::'/ _ \,. -- /-/ / / I /-/ / 1 \ / • \ ▪ . ` \ N • N • \ • \ \ • Mi300,0b , ' . \ .. / 'L•1 05' t — ,/ / • • \ r d i3 ` --1 -tom . �\ • \ ,' • ,- 1 I .\. .i . - i - l 1 1 I • \ \ ` \`\ \ O • ;11/4Q1 • i • , , l 1 1 f ':L t PROFILE: ROAD -A - STA=81+50.00 TO STA= 102+50.00 5 • -\ SCALE: 1" A. 100' • F •;;-- ' I- ,./.-0a'T./ 'W R-300.00 ka .03, •,_ I w A=54.75' - w • • _ PC: 101.32.37 4. 1605014.52 E 3463891.54 I- • 1 1u) j\. 00 - . c c 1 .'s • - • - — - _ N — — . — - - I- _ — -- , -4 _. _L �—T ' — 43400,40- — - �-- -- _ - tx -_- ♦- PROPOSED fir_ j� — e MUM sm. k 8!•00.40 '5 --- 41 — —' .4, _ — - a alc e+ flat . X14 8RAfle - 0%4 6 TA 4 414.00.0• ' STA �' - - '— . s RVT Et EVI-=224 S7 98.1,. . A-0 a.;11.7451 , iu►4o i BTa.•e•oo. E nA A.D..1.W ha h. --- N _ _ 4t. - - ',„' S.214 w _.. -13P f ■ - - -1 - - -.-- ♦•- -f - Y1 - wso 1 ---n.--- w , _ _ 4 - -- - T ♦- 2o11C _ .-. - -4.- + - a- - r 2$ 1h ,fj o°g ✓t tXy i��Jt Y1 �' 1a, w ~ fd I fi fg 5225.31 .9 5225 39 o a .I n ,UV p it fg 5224.79 .9 5224 37 Ip 5224.07 .9 5223 63 Ip 5223.16 .9 5222 51 16 33_ ty �y [NV M F' 2,'� lNy 1 5 �m �p sd�i p lam X15 YJ S .� p; toyt n 5 a r2 �t;+ isfi m h ria tLm ny ,[•_��. 5 _• r2 CS, c so -6 111 $P go 66'n ^ I - Y, Imo-,, i W, V try e' ii 195214.50 09527555 t�' V /2 F Y! 2 12 1L; WI fD a 111E fi•,e' a ' ID Vf $ fg 5216 72 82.00 83.00 84.00 85 • DO 86.00 CO_ PROFILE: ROAD A 87.00 88.00 69•DO 90. 00 91.00 92.00 93.00 94+00 95.OD 96.00 97.00 98+00 99.00 SCALE I • - 10011, 1' = 201/ 100.00 101+00 102.00 5250 5240 5230 5220 5210 5200 5190 5180 KEYMAP ROAD Vvl n,ROAD W1 ROAD UN 0AO V 3 IAYDOWN ROAD YARD ROAD Tj� OADL ROAD M��7 O.- OAD O S jZA0A,0�] ROAD ROAOP� OAOR ROAD R1�Gl OAD O x— •( x SCALE 1"=100 0 100 100' EXISTING LEGEND tOD rO3 910 OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED V CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING - 0- a, Dal - UGC -IA UGC -M - uGC-1B uGC-IB -UGC-2A UGC-2A-- -UGC-29 UGC -28 — UGC 3A UGC -3A- - UGC -3B UGC -38 - ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 38 4734460 Pages: 78 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO ii cg 0` O II O _�5--� • , g, w a-• U; Tv a • 0411 ?• • O• •r 3 5 c 910 i W �1 CONSTRUCTORS ,., v • •1Nt z 0 z Q a r z D U 0 -I WJ O J o 06,0312021 47936 T.. FL+ i 1,wr PANORAW, WINO ,£:b\F: 4, , a.aa. F, M. TREINI L MARTINEZ '. . Moro • Y Ho *Wail 40“.1,4 tt •.. W . • bb4to yowl, di I OP Oft 34I. do45 ^w .t to'wow* .•.n.lo to tits. on . -ant t• ...to tot S,... -S•...• . M.. W V V -1 al '-41,••34 won t•M t. wut..• U-%.wr.I o• ni'ins se- .a, SWAG4:,."cw REVISIONS • Va J/^ Y 44 'L'4 '. 2. WM u U W.';,• `L4 ROAD A PLAN & PROFILE 1 'ot • 1 z 100 C3.04 ui Ml�1�YiY.iGP�'�l�Idi�lY1f�61R�Ifi1�iY'�FG�Wtd I III KEYMAP f♦ 5270 5260 5250 5240 5230 5220 5210 5200 102 \ • i• L ...:;: :\:>:‘,:...: ::, - :. :. 1 • 4, r p _.:;:.a..-L._2.rrtt..tel- • • i/ - : _ frri...1141:74.::•••....•‘.....: ,..- , s. ice- \ `• , rs[ ;., - , -, ., :Tv:: • 'ee ♦ \J_� -_ _ '.. . 1 \ 1 J`/"''1' -R�i .T5 J�•� ' wc- 1� 1 • N: 1605385'29 / , \ \ _ • I r E' 3464389.67 — ' / =•'s! ' . \ ` ' . : — ell 5212.82 . ` ( / ` I 1 • MIa.9 • , N. 160500144 F.346403241 .\ / 'I ,/ 1 06.00 / PT +19.0` N`1 • E 346¢'64. \ \ 1 1 •, 1, \ \ PLAN: ROAD A -•••••1/4.• \. 1 . • • • 1 1 ` ♦ 1 1 1 ♦ 1 • • • • •\ • 1 ` \ ♦ N6.1 ♦ 1 \• • ♦ • 1 \ 1 1 • I 1 . 1. 1:•tXl .X.C I. PROFILE: ROAD -A - STA=102+00.00 TO STA= 123+ 1 . I IS� 115.00 — $EGIN' HMc ED'RVA4) ( STIR 118\95.74 4 / %.1.. • \ • I • t \I w. ♦ ♦ \ • \ ./ • \` SCALE: 1' a 100' IM' -END ARpW 2CD,Rp SIA 19+8024 ,1 / • ► I 1 � I I 1 '• ' 1 I • I / I / / • / ,' / / ' / / . I 1/ 122.00 1 Jl •1 > • I • I (/) - . to n at* i Mea+M)4 I• , PIA STA • 1 - em 116.16•a ft al121 tsom .. A� ?.)7 - _ —� -t-- - - 400+HUH 1t€ -� - - T M !V O S t1 as,/ • 527�D. - - A�• arl,1'S AA - iTA t11 STA a Malta* P_11BTA OVIBEY�61+6A6 w t0.1� ?M COAT fVI i'V-S M .14i+l0A0 N • ias6 -..- Q y • !VF vl- 751 PjBEiEV•� s, t VC [ - ajt a a USEtEV�i2M-tit • A.O. a d fl • '- '. - _ . - R •. . �I V' W.W `' — ME • S 1215 $ , _ $^- ti MASLS � ,1 Val •a�4,1Cu TL'Q xt -t "� - ^ *vc — r «•* SO'VVC .. _ _ '� pp,�__ La ti o.o r— 4 zs 6•- 1!- - _ r% t -A 2 ___ - I a ; .- _ YPRED • • t I 1 T I� K.ry ��' i,!' p i".PI 0 pry Si � f:'a rim ' �1�. El," n1(f 2w O . ny�.1 ?a R ri ^ n1(f to 1p n 4 n I;a nID (RpQQyV RI n 22 to 1.11'1 /'1 w n� titan l�� 4YI no ,�ID �Cpy b „ nN ra qO ei q n� P CV ,` �'y Ile PP ay1 • P. n h1 ip qa lf�f cry NM rP g ryG� h '�N riF ^ �Oy �IppV •, 2' fp 5296.69 eg 5207 75 2? AtD Di.,-,.. h� ,�b et N ..f �1H t r p + PROFILE: ROAD A + + 112+00 113+00 114+00 115+00 116 +00 117+00 118+00 119+00 120+00 SCALE r • 10011, I• - 201/ 121+00 122+00 ROAD OA0 Wt LI I " IOADV IAYDOWN ROADI YARD ROADT� ROAD ROAD OAD • ROAD (n'1 � MAP S U -aoA0 1 {;J Q..mOAOM �V�/1/13 - �OAD, ROAD P� OAD ROAD RC ROAD OAD n 0 OAD E SCALE 1'-100' 100' 200 - EXISTING LEGEND 1.7/7/7/77/7/72 t tea.' ;itu1 --*----x- - FO — Onia- -- IV m ._o 910 ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND DNu- LIMITS OF DISTURBANCE PROPOSED V CONTOUR TRANSMISSION LINE 5270 ® PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA 5250 OBSTRUCTION FREE ZONE ARMORED ROAD SECTION 5260 5240 5230 5220 5210 5200 123+00 Pawl - UGC -IA - uGC-18 - - UGC -2A- -UGC -2B - UGC -3A - UGC- 3B- -UGC IA- - UGC 18 - UGC -2A- -UGC -28 - UGC 3A -UGC -38 - POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 38 4734460 Pages: 79 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder. Weld County CO ill AV M WNW I�� Li41 111111 W CONSTRUCTORS Z 2 CC 0 Z Q a IJ t 064.13/2021 0. -Er I./an 47936 k.ACT $.1.4 PANORAMA WIND M TREW / L MARTINET ... at s•J •••.asaa.✓.M ••• Y• Y Anima p{pn/.I tSMUOI F o,IS ..a •..'M Y NMMMd v..twt a "JM . • Mt \, . • aew. sea. .• 'a—. W .Il IYW. I.aa.wJ, • .al•y ear •.+.•.. \. os.-y -.hr./ ,: • +. II ..4 .. 1. I .• :►IV .4.. r4.., REVISIONS 1.401.1 :J w'.J"A4 Y .M .. IA \W •I..•. ROAD A PLAN & PROFILE ,.I 1 -100 CJ.C5 Y 5230 5220 5210 5200 5190 5180 5170 5165 124• -PC 1154V0.98 V -a N 1606278.69 '• E 3485860.02 1 Md: 1s5. 53.46 N 16062k9.93 E 346589 .9B - R=300.00• 1.48.95' e• 16.99, 1 V \ ' \ J \ \ \ X TURBINE 'N- N 1 \ N•\ \ Pt 13242 11 f 3465748,7] E! 13 3 eg- 214.56 .. \ ., �. \ \�' re OOP 0(7 l s, I\ t.•260.0Z • • / d�1.41f1. o, S. rte 4141. ,�` 7 I L • • V • • \ - ` •• � ` � Mc 13.3144 15, . -- -- \ .. • \ • N. 1606818.49 .. - ' ` \ E. 3466417.51 I PT •25`97.93 N. '317.32 F 34859.36:79 , C-A)PLAN: ROAD A i -PC 126•05.1p N .184:07 E. 346135:00 .1 1 I PTflS-.T 8\ l� J IAllt 1 40.13 T�54.33 / V •^ PT 134.06.814 N- 1606867./C E 3466486:20 300.00' L241,24.111 G:2\72 246,240 _ — -F 1\ 1/4 N. r OAD'A t •u i • /i r .:l'.0i / • , • • • / 1, TURBINE1454 �`" "� / • N. 1'607455ST // I 'd' , / ' .' E: 346701 93 ,• / /,,I'/ , eg=5176.26 I • • ea\ !••••• , i/ 1 i,• 0 e :fit, , 1/411.51 "14 . ` I / / r' ' I I , , ,• -.- '', •. / I ▪ / I , • / ) I , • • ' / PROFILE: ROAD -A - STA=122+50.00 TO STA= 142+50.00 SCALE: 1 • 100' I ' / -• ,n' -•f •--... — -. - �- - .. 7TA 12N25 gst -^.; . - w* • Ldi•N. LOW 341 A 1 -1 • 2 4, ' 16 7015% -` _ , ', a 1:i 1 I �___, ELEV •5153,0. E • 51 .f► _�_,_ _tt' ^tri 'LOW • ?T A — 1 ; - wIi u -c17 _ —� I r- rte - .a� •et 1 % j ::•." • -:-7• r--`-- L .1I, in L•[9 VC AC4• 1D1 N _. . _ tot �, -�• / Ag 4.4 911° -'— ---- - • 4++ s ' 4 1 I e Ar �• ‘• n • II OpI* II qq.....��e� OtfY[1_fc A• 12� HIGH essu /VISTA Y -125a - t'. F? gir, ~ y. .�% _• l {�U Y / • • J f .,_ - $ •;` Ms•1 c .. µ WI QT Q r f(1}JY� . • - & ' - Rsr/r.>r Igm WOO P1AtlEY •..215.42• / tN - • wnru yn•rUNG n . ' ---- - H- ff. A1:1!. r�... lea. 117 ii- --- -- 15.14 0' VE - _-- �•� .�. - - 44 C 27 - '�' �.. �.. ___y -- 154 vC _• _ ('} --..-- r: h~ ItS to t-. a M t' j II'P In �• U P ►g 5715.36 og 5275 42 hi .14 _9 5274 58 go o, t_v N Yf 2 5217_ 5209 74 $t QQ@�N Sij to a S2 =w G�j '� y1 S'P �M t0per 212 :N tt� tD' :a coo of VS° Ins hg ,A ttidol.► II �a r2 n1 PP :g g q y1 SP g o M 1.) S fg 5183.07 og518308 1 Mg ry�lit Vf t; P QtP in p �; 44 It P. h A'd v, to r"2 N 123+00 124.00 125.00 126•DO PROFILE: ROAD A 127.00 128.00 129.00 130.00 131.00 132.00 133+00 134.00 135.00 136.00 137.00 138.00 139 •00 140+00 SCALE 1• • 100•H, 1' • 20'V 141 • 00 142 • 00 5230 5220 5210 5200 5190 5180 5170 5165 ROAD W‘ WOAD W1 U �} Q410AD V ML�.-ROAD L ROAD T 111-12 ROAD LAYDOWN YARD ROAD KEYMAP ROAD &OADs p„.0.. ROAD *CIAO R►til CAD A GAOL GAO .1 OA D X 110A OAD0 ROAD X OADX OAD I OAD E OAD F ROAD A GAO R OA CI ROA orm7e0AD II SCALE 1"=100 0 100 200' EXISTING LEGEND C////////////a - • • . • • X- - 910 .x OA0 A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED 1' CONTOUR - - TRANSMISSION LINE PROPOSED FENCE CROSSING - UGC -1A UGC -1A - - UGC -IB uGC 1B - UGC-2A UGC -2A- -UGC -29 UGC -2B- - uGC-3A UGC -3A- - UGC -3B- UGC -3B - ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 3B OA0 Al 4734460 Pages: 80 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO PIIPIAP PIIIM r In:nil 'III a. 0 Ore �• c, • • 4/1 . O E E 1.tt. 21 o< ss 21 _titan N °ft 40 tV zog y3 O « A J a. It• W ECEIELEIRELE c C § g l is O Z Q 0 .• -r ose3/2021 '- MC•:. -.WV 47936 -,..rc7 ,.10r PANORAMA WIND M. TREW/ L. MARTINEZ .. - plow •J r'.•. LJJ.. i•• h•. P. •..G• -1 PaNA/ •I AAA •• O/wl• n •,r �[ Is•WY••nOra •••• 11.01 rd. 7,4 nJ t• MN tv •Y1✓I•l• ••6. r a new ra t•-W.lt•w awry .••,.M t .. nt-.• •.. t., 1AMCNM CAW,. REVISIONS A 1r •rw S./No:,..•� L.•. ROAD A PLAN & PROFILE rL-!crfl, .S t!.t-p[... r .fi+• r=100 03.06 r 1 N 8•17ERSE-C710t,I 0.00.0q N. 1601282.92.. E. 3463601.62 • 5180 5170 5160 5150 5140 5130 5120 5110 • • , 1601289 8$ 3463828 84 Mid 3.05 87 N 16)I281.99 E. 3463906.76 • • 1 1 • • •, • r�, PLAN: ROAD Al Rer3OIL ' L• 157.09' 8.30.00 PT 3.64.41 N """1601254.24 �� r%. 63980.00 • N 1` PC 7.54 N 1601019 09 \ E 3464305-88 r M10. 6.33.61 N 1801051.17 R'300.00' C. 3464379,179 • L=156.47' ,A 30.27 • \ rs tte L )1 • ' • • ,•7 • • ` 'R w • • — t • • • •J ROAD -Al t 12,b4 — N: j601043.52 E 3464468.42 • • • • • l 1 • • • • • • .. \ 1 • • •• • I - • ,, / • PC; 13.35.4 1.1. 1601 .35 E 3484881.06 TURBINE T48 N: 1601170:64 E'344$727.00 1 a y9=5127.42 • • L ' • ' 1g=5126.65 1 •• • • ••• • •• • • • • • • • • • • • • PROFILE: ROAD -Al - STA=-0+50.00 TO STA= 20+ • • ' • / .4.00 d' -Td. S 46 N 160100.68 E 34649/9.88 • • • • • • • , r • :15.36.19 M: 1601100131 R•560.90 6:3465074.9e La190$14' • 8=20:41 I • • • • SCALE: 1" a 100' • • • i J r • •I • • • • • •, r N • • i'•I W W • • 10 • • $1944•iA•0- '.._ , - MOtt - _ - - _ �- - _ LOW STA l pi 11170W ar/e.. 846.00 --Ma -- IN OI•.. }MTV •g1 UM ELEV 112131 —t A'a' i Q•+� to* Et EV td1 STA . + 512741 ft - , ti: -' -40 Oa 91A • f•••• .so —. to DD s -T7T.T+'050; - A•i.EY f173 t. �, —�.— az _.•-- nov@ ----r 1 111 -i • :�•- J.. .. + a _ _ P . $w u n •.r 1 __ to - 0.63%—�! }L � ma 1.879E ? 1 MEM max ____ _�_ - a.2z% •• a^.N- 'n li O hN Iff d $ hO N NR^• h �' $'reS h 1.1_ � h r '- 1.1 N '� h an n1ry ^ h 2 £'.e 6 p, h ^ its 8.28' In N .-a Y1 V h IN •'111 N Fa �, rl a $ 1�YppO r nry N no Yi Y1 a S '.�. of r... '- AO in o It pp y ��. N INN we" h s, 212 .�.. ^'m hh :e 1 ?LP 1. '• n•r V• r' 6e. p� f0 hR , h Ircp 40 o "off T ^I •fl 'ri Ig 511 -7147 - ma 5133 83 15114 2€ .q 5135 74 �p V I��f lv'. •(• F • 1.p`M iPi I� 8PI !IA • PROFILE: ROAD Al • • • • 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 SCALE I' a 100'11, 1. a 20-1/ 18.00 19.00 20.00 ROAD W .ROAD W1 LtI tAYDOWN ROAD 1..4aRy YARD �wo V ROAD h . O 7O0 ROAD OAD L KEYMAP RO((((((AD IeDAD • U pAOQ''� ROAD Di S—.o10M /40 K +10ADI ROAD 5180 5170 5160 5150 5140 5130 5120 5110 0 C SCALE 1'=100 1� OAO E CI;;;CtiARD EXISTING LEGEND • . • • • 5• --1---x-- F0 rO-' 910 ROAD 0A0• OUTSIDE OF PROJECT BOUNDARY 11€TLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND UMITS OF DISTURBANCE PROPOSED 1' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING - UGC -IA UGC -III - UGC-2A -UGC-2B - UGC -3A -UGC-3B UGC IA - UGC 10 UGC -2A - UGC 28 - UGC 3A - UGC -38 - ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 4734460 Pages: 81 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO d 0 re �• l7 • O E t xx oQU t Cep ,re at 2 W Y - Ihj -- P 5„4„v, o m a y C 4 W CONSTRUCTORS PANORAMA WIND - WELD COUNTY COLORADO 0 iO3/li,l1 Cn Trr. LIZ 47936 PANORAMA WIND +•...vtr 8.X•;.04r. M TREW I l- MARTINEZ . WY. •4 Mil.tiW J.•.n,.'4 N. W. ..•.• seam, .I 1 M,AN* tom, •4 .. Of a••”4•••b' slue•.. Y•.••. • yn1N ...,Ow Doi Ise ....Mk.-. fleas. Id -44 ;flub. Glary sew u . ..a K n •L., V ... • ! . •m .'a. . >. 1 OAK •.. .. ♦'R t'M4 .15. Lai •id. ROAD Al PLAN & PROFILE c,np-vrPP,n,I,•Sr..a,r ,fir •a4₹ ' at 1 1' = 100 C3.07 III PPariffill,APArklilaXikilfiliAK NCI, 11111 • I • . r W I U) LU W 5180 5170 5160 5150 5140 5130 5120 5110 1 J I. 24 30 • / (a 26.00 PLAN: ROAD Al I / - J ROAD -A1 / PC'3:lS67— N 1601887.71 f 3468490 05 ••••••••••••••1 • 1 t I TURBINE T49 W1 e517T1.69 "E: 3488405.13 '- egab129.27 1g=5128.64 - 32.00 PT. 31-06.83 RL=31.16'00' PN. T.31-701.07 E: 3486527.19 L=31.t8' 4-5.65 Mid 30+Q125 N 1601 .03 E: 3468513.30 J v l ▪ v v l • 1. 5' • • PROFILE: ROAD -Al - STA=20+00.00 TO STA= 41+00.00 SCALE: I" = 100' • / I • r - I\I ' 1 , \ I \ k .• "•••••. "v.• • \ • •1 L \ I 40 •CO • 1 • • I' J ` • ` - I I I:1 -1 LOW 874.25.3110 sow aiayr=s,» • ; M9r1 sry�. »•s. .11 — u - File tt.7R 41 ,_ kIGF111EY • S1t13 11W ! ant 'AA�III 3•M0400 — m IN1 &Orb ?t•t10a0 •512745 1.55% - -- 7W EL STA • 4127 1 32•lO.D• 1 - - - ---�' —' - ..- .. I. N PN Mks •gns 2T --.__-_ -- ..- .. ._— _ __ _ 1M - _.-�.h2.361I ttcuc A.$ •e5% _ _ r .�_ - i1r �r ~ vrp a - • 1.71l� , ;► `�� • 1 11% r— Fry, ,71 irle n ryr1 In �'e R In 1U'1 NN M1 h s t.e In 'n P� �` Dl In h ire ry h M :r) r • � ry� 111 .n a S.e N� In b to F n b II N _ryN r S.e P. In h 2'.e ^ .n N Ike ary n '0 2 etxis 6. 90'&LIS a w^ n Z 2 2 ep513223 r) 1�•1 .11 h 9 22 el ^,� M h 22 A'� a :171 22 ,n 20.00 21.00 22.00 23.00 24.00 PROFILE: ROAD Al 25.00 26.00 27.00 28.00 29.00 30.00 31.00 32.00 33.00 34.00 35.00 36.00 37.00 38.00 SCALE 1' = 100'14. 1' = 20v 39.00 40.00 51.0 5170 5180 ROAD ryROAD YY1 LI 1 LAYOOWN �ROAD I ROAD 1 ROAD YARD OAD KEYMAP ROAD El -ROAD �j ROAD sei 4ROAO ,JROAD ROAD ADxOA01 ROAD CIt�ROAD OAD O 0 OAD E SCALE r=too 100' 2W EXISTING LEGEND f77_7TTl77Z27J I c0 - --014•- 1{}' 910 ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED I' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING COI 5150 - UGC -IA UGC -IA - --UGC-1B - UGC -1B 5140 - UGC -2A UGC -2A- 5130 5120 5110 41.00 - UGC-20 - UGC -3A - UGC -30 UGC -28- UGC -3A - UGC -3B - ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 38 4734460 Pages: 82 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes. Clerk and Recorder. Weld County CO III 1�1 UPAiripltiliTIAO1110,Mill:iiiiiiiii Ft; O • 0€ I v crew II ti � 1y So- Pt w. 1Wu P g O 2; Q W �1 CONSTRUCTORS a. I 061Wfm21 Fw:.Er• �.nilEw 471130 p$•.ELr N1•.C PANORAM WPM ,aStar) s.. La.r IA TRE1Nl L MARTINEZ a.•I.J 44441- 64 L•••. pt#••• fibs -swift WOO, re si Di II.. w..e•.. sea . Il. i.1 .• a NI...Mtl.. I.'... N•.111..4dL CO.bI•••- +' . rr.. u••t\I A. 'OWN ..•sA I. • .. .4 b .• •... W T►•pC..y -SC.d REVISIONS . v -V..14 tx r-wr lrw !40•:.1:1 t ur.•.:i.,. •J' c•. ROAD Al PLAN & PROFILE ru..crapV. • N7 •c .. r 1" a 100 C3.08 • W W I t- o • • , • 40.00 • • • • • .-/ -- 42.00 ROAD -Al 44.00 • • • , \ , • • • . • • • \ ' • , \ \• 1 `•\• •• • • TtR •.` •1. • - • • \ S • 5180 5170 5160 5150 5140 5130 5120 PROFILE: ROAD Al PROFILE: ROAD -Al - STA=40+50.00 TO STA= 48+00.00 : I sz i eu l u,n8�rf t4 • 'i STA42.00.op t It1 Wit.," ` W ay.3»! 1- ,. r tALUS , A.D. fl.4M . x.ilmr r 1 160, YG a - , EX oliUM i - r r Y 214% l / P l ' -1 27% DRAML!-�,\ • 1'1 2 (4(�1,2 ••1 ng, 2s � I.N., nr 2.e p g Oil hr 2P 4-,-2m ' nin 2.so •jpp I�f A nr 22 p� e i 2 41.00 42.00 43.00 44.00 45.00 46.00 47.00 3'yti 5180 5170 5160 5150 5140 5130 5120 SCALE: 1" r IOU SCALE 1' • 100'11. r • 20'V ROAD W. OAD W1 I ROAD LAY YARD OAD V ROAD ROAD Tjp ROAD d110A0 ROAD BROAD M ROAD Pe ROAD Roi KEYMAP OAD E OAD GAO&(1 OADKOADI SCALE t-=130 0 100' Z00' EXISTING LEGEND V//ZZLIZZZLla --x-- x— — 1.e 910 Y.( ROAD OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND - UGC -1A - UGC IS - UGC-2A - UGC -2B - UGC -3A - UGC -3B UGC -IA - UGC 1 I UGC -PA - UGC -2S -- UGC 3A UGC -38 - LIMITS OF DISTURBANCE PROPOSED V CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE to COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 3B 0. D O z a 0 re "an • u ei —st O � 33 • II Wg n;. • w Z r •. p I2'HH ;g o fl I-- -� W 1 1 ' 0610.Y2021 t., ,ter••..at4 47936 -X. _NUJ a 14 PANORAMA WINO [a eK.•a [.1• i t•IAVI-• IA. TREW / L. MARTINEZ Am• .4 snit. 4.4b..ni..11 n..- .. Jain rl.p.$.I t 4.r1•d W u✓ 04 ".r • r V. tW,Saa.i...M r w. µ1.N : -.41%1I• ...ol IS e. ....pia. Ana... l-.. I.1 •Yh•/..► •-..V•.I•.. > 1Ny ea a V. Lon d. ti ..w./.. .•- • .••-4 '.4. ••"MVC•.. CACAO REVISIONS V A(Xr• I 61. • ttl'.e IMW 'tt11N Ik'%' 1041IIF 4734460 Pages: 83 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO III ParlilL',I110:91,4,11 N Vlli X41 II41LVLUIiYl,4itJ, 111111 ,.. &WI7 ♦.:1 -- W `R.•. ROAD Al PLAN & PROFILE I .111E .•T 1 =100 _r low C3.09 4'I 4 S. - .. /I 546S\ N l ? j (A) PLAN: ROAD A2 2B0 312 70 X260 1250 240 5213 5220 5210 PROFILE: ROAD A2 t.'`&•-•-"c ttl PI 3.05.21 N; 1603716.76 E 3481993.15 I r \ V PT 2.33124 N 1603759.27 t 3462051.33 I' ROAD -A2 I rte_, 2.00 300.00' 1 .'rte _ 7--- 7'�" ' - . t / -- is 1 �` -- / ' r/ Mtfta.:r — `. -_ rr' 7r'',•(- *163803047-- - v21�I1jAI // - - `- 't.1ht•r'/,/I'�,� _•� � tza / / 1 I / / / .� i / / / / / - a w 1.3492+593'2 PROFILE: ROAD -A2 - STA=-0+50.00 TO STA= 7+00.00 Nisi , �.. , 11a t.LWSTA A, •1OAS O• YMCA t MI etEV - 4e IOOM_aft - J:• .OfJ. YalL.4 1M _ -1e- oo`:`' V 4 c �i PV M•3I3.20 5•'K - •�►4 •tw.0 . aNi4$0,A , -.�-� - • Y.17.AQIO+c Dt 1 it W To � vt: ._..t ■ a a S`' N _ I T • 16% - t - - -- -0.31% Q 2D'Z3�• PRt7POSID , { ORAJPE tot ,in N Iin to h (.4fa Eq 522£,81 cry 5228 44 fy 5227 99 oy 5229 63 '.= n� 8g n` h 2r. I9ry ry (4 Pfp it iY35 0 • 00 1.00 2.00 3.00 4.00 5.00 6.00 5270 5260 5250 5240 5230 5220 5210 7.00 LAY DOWN YARD ROAO M/l a1ROA D yyI ROAD „ CAD V LAY_-*OA DDSI ROAD Tic.2i ROAD Abs, arIOADS U OADJ ROAD O'�+ �,\ ROAD G� KIA OAD 1 &ROA�R0110 R1P��C ROAD OAD OAD KEYMAP 0 OAD E SCALE 1-=100 100' 200 EXISTING LEGEND CU1zzzzzz1.LLe? • SLAG. r a 100 9- - ate — r 910 ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED V CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING D•tt- -mos...r.-._....* -.l - UGC - IA UGC !A - UL: IH UGC 1B -UGC-2A UGC -2A- - UGC -28- UGC- 211- uGC-3A UGC -3A - UGC-3B UGC -3B - SCALE I. - 10014. 1' - 20'V ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 3B 4734460 Pages: 84 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO In 3 rE • Ot- 21 cc 2; uLL 205 >aeiSn Q V Ou Pj s affj m o sit Q W 1 � 1 1.•-r J6/03/2021 rs-?. r . 471106 r.: E.-'. u& PANDRAMM MNO mr?1 •In Ft i Ca•A. P. M. TREW I L MARTINE2 M n ..1 era .31.31 u.., -.b..'. .-.4r. Snarl /4/ IYt.u'1• Dahl. dr. •al ••• I.W., aVEIII •• k ..•. ,nom-, i.w• ..gyu,I.t•gb..., I -.ii, M. tN atide gMM1 .4,44.04VI ., f.-.. is.... .te. - MVtOsamu.1.w1I,. a rn sots •. 1.•'IMVL.{•bYLu1 REVISIONS • M•3/.. 4• 'I a, ROAD A2 PLAN & PROFILE I. 100 C3.10 1111CFAMIL?PkW6NrillidrAltiNditilivi, 111111 KEYMAP \:%4 K. i ROAD -C 5220 5210 5200 5190 5180 5170 5160 5150 N L. cei l • 2I co U) . IV • i STOCKPILE 7YP. SEE EROSION CONYROCstEET5 ROAD -B- -•1 • 01 r V -•• INTERSECTION N 159736945 E 3.54705.21 i -J r N. i 1 f r 'I TURBINE T46 i Ns 159831747 E:3454613.04 er517O,21, ligF5166.91 i \ ael Cre /*/ el • / • ?\4\ STALE. 1-- 10O PROFILE: ROAD -B - STA=-0+50.00 TO STA= 11+00.00 1p4 - o las.ro HnH PVIDT PvI Et -7-iQ01 •Tliall .2.69!9 •715 ' _ r n •!•1"1.13 $'o I - . ,. • ;5166•21 7 III n k p0 bl PWBF .7.54.74 IR • a. N t Ot ,., • n - - �'` J1Lb. M .1.221 •- •r .. at y • y �•. ::, ... A.O. -A7M at Q P .. DOR r - - K.aI,J K In us. a • � 1 'yG __ *44 g W 7VC _ �i ii rim _s. V . .44-..; •••:•:. t --1- +• - a - R Y r• _ 7i VS It W In ' • m I •PROROSED + —" COA[1F EX or{ounlp $ II� air Yp7, Qr v U' l? • Ol 6f IS 6Z86tcd1 40 g in wy,,el 2 �f' $ �p� 2 O ., 4pi., e 6 t0 1Dp .Q O It 2 1q 5168.33 oq 5171 23 n IO O al 4C • • OD PROFILE: ROAD B • 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 5220 5210 5200 5190 5180 5170 5160 5150 SCALE 1 100'H, 1• 20'V ROAD ni, fypOAD WI ROADLu b' OAO V IAVDOWN ROAD I. `TARO ROAOT1 ROAD» d11oA0 n I'1 f 1.oA0 NADS31CO83.NF SCALE 1"=100 0 100• ; u EXISTING LEGEND VZZ/////////A r- • A. r0' 910 OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND CE3 Dal - UGC -IA - UGC -1B - UGC-2A - UGC -2B -UGC-3A - UGC -3B UGC -IA - UGC LB - UGC -2A - UGC -2B - UGC -3A - UGC -3B - LIMITS OF DISTURBANCE PROPOSED I' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 3B 4734460 Pages: 85 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder; Weld County , CO III rein UF%h I CP , III 1 ICI 11111 a W �1 06/43,2021 I• C d1• 47936 F•• ft • .ir PANORAMA WINO R"G7'7!F.. •M. . M. TREW I L. MARTINEZ 9.14 gin -4• w.dSa..... ... t. ea Jay p•N•,•I t ,Quu 0•w.••a ..... ul M np.vu•..rt..h, IN' p•. 4.4 V.r' I1.wJ1Y .N 1.MW. •.d••'.• edam. W t•1 Mdal' •.'•*a'. •.."V .n -r lam.!.." t/,••%;.,4.044 W w.• r.'. 4. S. I •W_..a '.*GW REVISIONS Iowa.,. • :... i• rr ( 'wy tits ). 'W rJ U 4.M.. L's ROAD B PLAN & PROFILE Al 'CI MI .Zot.• :•'u.[..II . I T -,a 1 =10O cat `,:an - C3.11 :200 5190 170 100 5150 5140 5130 9C 2'3655 N. 1597132.68 E *54708.95 ott Mw) 4.04.98 N 1596972.25 L 349486'6.42 I 1, • \ -PI 5'/3A2 N 4586869.63 3454343rq T '—N -300.00' Lt336.67' , AA84.34 STOCKPSLE 1*. SEE EROS1O4 CONTRA 841EIT$ 1, NW,N TNT 13 1 • / • 7A J PLAN: ROAD C T.4 ✓ �) I p ROADC TURBINE 745 N. 1596740.80 E 345400021 ' eg=5172 ;1"1 4=5171.74 ;4.00 • • 16•CO • It • • 1 1 \ r' 1 SCALE: r • 100' PROFILE: ROAD -C - STA=-0+50.00 TO STA= 20+50.00 00 • a 20'00 E403 r I LOfh STA a 200110 — — - • 1010404. 14.45.00 { • 11ST.47 VA . 11)30.00 -4$7 76 PA • 1'x.40 WW1 S to Mk lOW'€teV - — •-a. tOWCLEV . ; P_v1 _ w! : PVI •444i:54------- PV}HEV _ � • -.--AW N - Pil •r • D. • 7 b .A ' CX dR011Nt> - 4. is la A.D. ,-'� K • 4] • •• 2•. v f Mt et tr ♦• —al • _• 1 r_ F n �i1.OM S • ID 1•eoo• LOW L{EV•5111.40� WI'tA•11+}0,00 ►_15V 514144. J10 • . - ~--- • STA47t4am r. pRt7•(iZ • ♦ �,. MIT •fJ - ASH GTA • ft •40.40 SILT `- _tirl y� aYoalOfM•M►.f! —IT ". - - - 'VISTA Alt-a.►t ��S:S • ••60.04 R�.+C 10 • • •31i�1 A.D. -3.i0* iAAD� r•ef—+49}•R ( A r t.17} PVI - -- wv} y F 41 Paa4LfV G'•7. 14. 26.32 -~ • - - a 1VIELLV'*5t7Q.T6 .. SIG 5 K 45.57 a o If __. .1r.. 1Sb'VC _ w- - WN A.D.•- y�pJ!} - .LW4 • • a.p Y1 'n r tq h it 19 5157.45 .95157 92 2 2 y v��f'� Yl ',11�r. 2 Y 4 BI Vl� h P to 4 � YI r. '� tt� , m Q Yr h a it fg 5170.63 .95173 17 fg 5173.48 .95175 22 $ '► n t°.^ Y/ 'n 2 Irce � � �� h h i 1}ny A Y'1 '� 2 r 19 5173.2$ .95177 97 1p � { ^' Yt '� 2 f .- h O^a0 J h E 2 arp YI `t) tt2 Yp1l m If1 h P' �ryv 'po- r0 b� Yl `� S rrA `mn `r'� 111 'n 2 re � � Iq Y1 Ire IP Yt 2 111 '^ Yl `•} 8•P M 1111 WI 0.00 1.00 2.00 3.00 4.00 5.00 6.00 PROFILE: ROAD C 7.00 6.00 9.00 10.00 11. DO 12.00 13.00 14.00 15.00 16.00 17.00 SCALE 1- - 100'N, 1' 20'1/ 18.00 19.00 20.00 5200 5190 5180 5170 5160 5150 5140 5130 ROADIN\ fl AOAD W/ #3 or ROAD LAN �yt OA0 V lam} V' LAYOOWM ROAD t. YARD ROAD Tj53 ROAD ROAD n��1IDA0 5 - i LtROADSA ROAD ROAD R KEYMAP 0 100' 200' EXISTING LEGEND r////zzzzz1i/.l I --x---x-- - TO - - ott 910 1:• OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND PENNI - UGC -IA - UGC IA - UGC -1 UGC 18 - UGC-2A- UGC -2A- - UGC -2B UGC 2B- - UGC -3A UGC 3A - UGC -38 UGC 3B - LIMITS OF DISTURBANCE PROPOSED V CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 38 4734460 Pages: 86 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder. Weld County , CO III POIAIRIIMACILINIKiliikil, D O • X �e • • Z • O •r 11. UI CONSTRUCTORS 4, r •.r YNII•.. !, OWIOL2021 47436 R.. Fa nil.( PANORAMA WIND 'r,i,..n It ..ii ALF' N TREW I L MARTINEZ 'r .. Sr. W -- u.4 .•.. O -• •- .tS.a. snags .l i M.dl.w •%III..' r• till •M a. .aan••••.• eras • ...••• •M •1/• 11• rainy •, he ma• flu..., ••aw. in/ • -•••l ts1VJ.r a.aa•.• ear,. v1aLn Cent 1.4.04 r♦ .h I• rIIV_I..• YI,�I REVISIONS • V.bl)°., '9. I'AY t• l _f1 K... ROAD C PLAN & PROFILE .o}T74,I• •C lr 7 .'t .;.0404•\ 1,r 1 100 C3.12 KEYMAP I.,., I ti 4'.• • e/ • 22.00 r J • 1. Mp 24.11. ti• 1595$13. E 3452451.0 PC 29•.01.119' N 1595818.41 ,t 3452461.13 2 m 7.. .11600 a I / NIr / / EI/ I `/ , I ill ' 1 V' '- 5210 5200 5190 5180 5170 5180 5150 5140 • , • • , - I. • .'2,••••••„.,, • - •- PLAN: ROAD C r►1:` ' .ilk i ' 1 I r r / • -'-I r • PT 29.22.59. ,, / . 7S • % E:3452441.67 RR L•21. 0 ' a•1.09 , '/ ROAD -C 30•u0 -rr- n j7h -r 32•0u ",34.01; ,. / r / •- 1 / ' ^ • • TV' W/��( �T\44 • , • 1N 196V09J.1 I E' 345253).% / , I , • - er51§.1.25 / / 1 " , - •fg,$160,5O +- r I f 1 / /, - • / -- , I /4 \ N r / • , . . 1 • ' t r , • • • • ▪ ` .• . .• f t , 1• • • •\% .••••••...‘ r • r1 1 • ♦ I L • 1 PROFILE: ROAD -C - STA=19+50.00 TO STA= 40+ SCALE: 1" • 100' 38.00 I I I n 46•W 1+ >Ion--al-34n—at rn- -•-sr m— ae �o••—u -1 . - �- A Ir • I • I 1 1 '• •W _ .LOW$Taa33.4 T . LOW a , 6TA 32.10 It ,55 Lf iSTA•49.15.90. - • LOW : EY=Ste Tin a— <. EC • SII1411 IOWally ste14.Y_ _. Pvi _• 27• STA 32. PO A A a 6'O1M 1Ci1IV$HI.6W12G• . , --- EV riri161.L1 /4.0. 3� -PAU -7- A.O. eitilla. 1 +erve !C•_Z77 7 100 ye • •i cl V 4A - - --�w11. 134-74- a -. r e it — - • • r 1I1 �1 r w w ,11 r, - • •.•ate jl •� - 7 1R� .g.0 if 3517 EX GROunr A9.• 14.w1► • tyr- �— — A l •kif '--- T 150 VC Er__ _- - t -- - • - Rrgl 2��^n• 9 pCR 18' i p�1l� -• la ^N •' IA p'i a� VI ,_/lc 1@ i �o Infl+ ,_ �' %B in y �w�pi51 _ a F1 h >9 1(1 SI n P rip 5180.05 p 5162 23 o �N �_ n 1,e1.�r• 2 ia2 g' a '�ay+ 1'• b n �v 10 2 �1 Pa SI g a N a P tg 5186,70 p 517055 �i o1 a 0 p 8 Pe, 0,1` li ' n ,� vv g Ip y V Pa f`v — Ip lei ,� it's • PROFILE: ROAD C • • • . •00 30.00 31.00 32+00 33.00 34.00 35.00 36.00 37.00 38.00 4734460 Pages: 87 of 223 07/12/2021 11:00 Art R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO III �'•��KI�� I I � � � ! ` .�« �� ►II 111111 SCALE• I' 10094, I' 20V 39 • 00 40.00 5210 5200 5190 5160 5170 5160 5150 5140 ROAD ROAD W\ 2.410A0 W1 OADV / r LAYDOWN ROAD l YARD ROAD itji OAO L OAOrlilJ D-aci*pM—�IIpA01 oAD t ROAD ROAD P5)• ROAD RC ROAD .�� OAO O OAP R SCALE 1'=100 0 100 DAD DI OA0 E 200 EXISTING LEGEND I///////////41 L.7. • D'LIU -->�---x-- :e — — Ott ri ra 910 ROAD OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND CEO - UGC -1A - UGC -1B - UGC -2A - UGC -28 - UGC -3A - UGC-3B UGC -IA - UGC 18 UGC -2A - UGC -2B - UGC - 3A - UGC -38 - LIMITS OF DISTURBANCE PROPOSED CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 LII CONSTRUCTORS 1 : • 1.1.4 L • (IID0 •-• Z O z Q a p 1 05/03i2021 a; (•^ . gill • 47936 i c11L l PANORAMA WIND .I•JA•AbF• • C+,•.0. Pe M. TREW I L MARTINEZ - ... arm • J.. _ .:+•.✓•.•O Y. P. .�e4••ly len.. w•..•4- NV.1. 41 '•• .1 M •....•.1.•.- snob• .I•M.n • •a'kit • al r .., W 1 M...a.. • . Saes Ind "•111,4•111. w w.. 1. br.•V M• MN.II.- 44.•'\••e• . a ro). ern.' • ...4 I•VV• REVISIONS It win el •• .•bl1Y:o 'I .,/,f.rc/ r, sN J \I m In (D M 4t0\L -1--t-\338.00 w..."1L, • ` � ,_. W I, I' PROFILE: ROAD C 1 ,, l • ROAD -C I TURBINE 143 N 159524 7.69 E: 3451091.92 eg=5162.06 Ig=5162.00 1.. \` f n ROADW 20OA0 Wt ROAD 1/LAVDOWN YARD ROAD T1/2 \ ROAD PROFILE: ROAD -C - STA=39+50.00 TO STA= 44+50.00 S210 5200 5190 5160 5170 5160 5150 e� ®Qt -4.—_- --. J q _— - 14 I T7 t t 4�PA9W S]E 1a ORmlIND en _ 47,2 ,7, h, r ,r) Z.' :ii re; 40 • 00 41.00 42.00 43.00 44.00 5190 5100 5170 5160 5150 SLUE: 7- a 100• 4734460 Pages: 88 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO VIII jrjSJi I% I.P?I 1liii SCALE: 1' 100'M, 1• = 20 'V 3.ROAO V ROAD I. KEYMAP OAOE DAO ROAD d110AD S OAD �OAD M ROAD P OA0 ROAD Ckit ROAD OADO CAD R OAD I ROAD X OADF ROAD M" *OAD14 040 X 100• 200' 0 EXISTING LEGEND --X---x - ra 910 oeR�- ROAD DS OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED V CONTOUR - - TRANSMISSION LINE PROPOSED FENCE CROSSING - UGC -IA ILL 1$ -UGC-2A -UGC-2B -UGC-3A UGC -IA - UGC -16 UGC -2A - UGC -28 - UGC -3A- - UGC -3B- UGC -38 - ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 38 a. O x F; ;c • °C §o g € I. u !e� ' w wLL Yi • • ,vZ rs:4! • O 111? p. 4 W �1 CONSTRUCTORS 0 z 2 (i O z Q 0 L U p r� 0 .b/OJ/2O21 4 7936 r .: PANORAMA WIND J 'A.iar E.,:mheoai M.1'PEW iI MARTINE/ REVISION`.' rea ROAD C PLAN & PROFILE 1 100 • C3.14 1 • N • 2+0U n - i/ �* - %\ \ . 1 , . v`100•325 53 - - \ ♦ ♦ V� • \ . E 7R710,L42 \ • • ♦ ' •\\ • l`1.�. ♦ y1w_ ; _ ♦•\ . -� - `sltc%cp1LE T'(P. • Selo E -- CQNTROL SNF,ETS • • 5290 5280 5270 5280 5250 5240 5230 5220 5 - • ` \ • PLAN: ROAD D • • • • • \I r \ 4 - \ \ t \ • \ v \ \ \ \ \ t ♦ • ♦ \ . ♦ \ ` \ 1 \ • ♦ \ - \ ♦ , \ ♦•♦•\ . t ♦ • . OS. \‘ .\ . \\•\\ •♦ \\ ,\.♦"sr Ir - S. \ \ I I t ♦ ` \ ;eT 1 , / \ y� /it /A•te" i I r - • v ♦ , • •1'„ '-1t`/ ROAD -O 6.00 ♦ \• tU$BINE TS9 N 1668468.@9 'E 3447107.1Q ♦ `ege5246.42 5-,, - ; lirs2"41.75 10.00 t . Cab 4 Fd'• 1 STA. 1.97.75 - -- r ._ • - • • \ N, •\ _ • •".,♦ \ • ,• • 12.00 r • J SEE SHOT C3.23 s r/_ sera • 14+00 •r• '18 ENO HQAO -.• \ r $7A A3 r • PROFILE: ROAD -D - STA=-0+50.00 TO STA= 20+50.00 \ SCALE: 1• - 100• • �41E4 l040Ia9I4 • F W 1. J r • • • \ \ • V A • 20 • W I; U I— /00 W , LU Co W U7 it r OfA A. EZEV• • .'.I.1 , AA Ica 1 LEA I- _ igewinarn 7•• A Ito A to t P :s p�� 2a +C 55 T 4 to 5s h 15, 1A. _ Ir• al >V10441140 rv1T[. fl Znq O 5 _Ltai Ts - A .st, ss !OW et -Writs) O9• Pljr,TA r-V•ta 01;, A 0 =nn l if. ' 41 VP O N I fi tQ RIIgt81 a: TVII Ii NUN itNs 4112 SA rN t7A r t9•96A6 alit. on n _ As - 3.1K -- aYgiA a04Sai1.Ian PV: STA 1t9.pQy0- -A0ra►.+9+4 -- n 15.00 16+00 17+00 18 . 00 19+00 20 • 00 0+00 1.00 2.00 3+00 4.00 5+00 6+00 7.00 8+00 9+00 10+00 11.00 12+00 13+00 14+00 PROFILE: ROAD D SCALE 1' - 30014. I - 201/ ROADS} flAQAD WI &D1 OAD V LAYOOWN ''rt�—ROOA�D L YARD ROAD iy lcip ROAD 5280 5280 5270 5260 5250 5240 5230 5220 ROAD ROAD �•1 �IIOAD _ n L,}-wOAO M ROAD P 5$ ROAD Q �'•1f�C `ROAD O KEYMAP OAO ew loLr1'3� l%x OADI 0 10U OA0 E SCALE 1-=100' 200' EXISTING LEGEND rz7//////_//I111 MIS I ;a - x . •, KY' - 910 ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND - UGC -IA -UGC 18 - UGC-2A - UGC -2B - UGC -3A - UGC -3B UGC -IA - UGC- 18 UGC -2A - UGC -21 - UGC -3A - UGC -38 - LIMITS OF DISTURBANCE PROPOSED V CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 3B a. O re ,• 0 • • • • O • • r E .• ,1 08I03/2021 1II A;T y/1bC4 47936 re. rc•+.t.r[ PANORAMA WIND t ihm-c,e.,.oLN.er M TREW l I MARTINEZ ...in • 4 -tom •a.. alma -wit v... ..'Lwr• I4M/ of IAf ruts OP CIA' N ',et •41 Y nMW.N.I.n.► Y +tµ1 •n t nr..I l ..n• l %. or/ MAN-• M41M�-r .4....• Ind rd M..4.Ik catba.. •'A4'V rfl wN.44Nt 4Iµ.V..*Y..I ltr q.tet war. tr•.•l J Wain i..(.ul REVISIONS 0.400 moil::: I Idlest Am. coat •e On*bl4 t.1. ♦AV .. 1A sdu 'ILA ROAD D PLAN & PROFILE r l.,antk:TM l'. • ,.r air ... rJr 1 =100 C3.1S 4734460 Pages: 89 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III 111111 5290 5260 5270 5260 52.50 5240 5239 5220 I' - -c 1.3 r ®PLAN: ROAD D • / RO p0.O \ • PC 26-80 88 N 1808271.18 E 3444901.09 44=300.00' I'*?7.13' A=49.11 I 0 i l MID 29.89.44 N 1808295.92 E 3444775/3 P7 31.18.01 N: 1808370.44 3444872.37 4371 - et. • • PROFILE: ROAD -D - STA=20+00.00 TO STA= 41+00.00 • • i SCALE: 1' • 100' 321 N \ r •' 1 - - - - HW STA * •O1 Di , I _ iIwo, Cali !i us. LOW STA. .27.7] I'0 +esN - - P1f9FA i P3W837.3218 4,p -1,A•••... _ ore. _ LpNt __�VFM +Yl s. t9 — r-- -- _____ Slam - - 4 ^ s.f -. 15., t in- IJ y +tit ' $ 3 8 ri 1s61� 1C_ 4,l An ailliamerIMIAPINdllabSdphIC 1 t ! V% i ....—II-- y frt.pywir -• `• 1(1 „ 4�1 1� IS Yf .11 Y1 '•1 RS ' 141 ri h on2 VI iiiTry 2 Ig 5238 5236 t :6,FI Mto 20 • 00 21.00 22.00 23.00 24.00 CO PROFILE: ROAD D 25• 26.00 27.00 28.00 29.00 30.00 31.00 32.00 33.00 34.00 35+00 36+00 37.00 SCALE 1' = 100'1, 1' = 20'./ 38.OD 39.00 40+00 KEYMAP ROAD*, err W1 ��p ROAD li c OAD V IAYDOWN ROAOLML�%) 5290 5280 5270 ROAD A�y M BROAD 6 ROAD -ROAD ROAD k. ROAD IIRot OAD 0 1l 1 OAD R 0 ROAD X K OADL DAD., OAD K SCALE 1'=100' DAD K OAD1 OAD E OAD F ROAD ' RROAD n I 1�� 0 100' 200' EXISTING LEGEND rO 910 ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED 1' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION — OHO— I� 5260 - uGC-IA UGC -IA -- UGC IB UGC 1B 5250 -UGC-2A 5240 5230 5220 41+00 - uGC-28 - UGC 3A -UGC-38 UGC -2A - UGC -28 - UGC -3A UGC -38 - POTENTIAL CULVERT COLLECTION LINE IA COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 3B 4734460 Pages: 90 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder: Weld County , CO 0. 0 • cc �• t, ;OZ • O sr oc ti _982, ol%, 2.e �s De" �3E n OI aln cc Ko ") F. A L t F-' 4 Iii f►1 „I 0610.Y2021 47938 ,c..,nt Idol PANORAMA WIND Rt ,sxrr. [a.A..tI M. TREW I L MARTINEZ IN r rY •d ans. ..e.4 as• to oils,. flak, 0 T WAY. OP V' N VI/'a it • ..•• V .q.•.Y• .•.ML.' .. •...q. W ..i l•...•. wS sa,. ..••I.• ray 4..\.lai. n lya.k ,,.•.All FY ay I".11 MM r •. • .1'WVLNa GRGVI REVISIONS -.\Jlfi n ra t.t• tiff as ROAD D PLAN & PROFILE r 1, c: oP -.7. 1.' . • •.L1 ..L. wv• C3.16 ,.: 1 = 100 I• cD • Ceti Udrowse' _At U) 5290 5280 5270 5260 5250 5240 5230 5220 • • BOON ARMORED ROA4— StA 44'22,80" • 1 • I • • • • • • • ▪ • I r . ' t, CA) PLAN: ROAD D • I I I , I • I • 1 /W i ate'\/W.7f' iti I r 1 7I.- r i�•5 fi r I 1 • • END ARMOREDitOAD STA 45`•42.43 • • • • • t 46 Mkt 44.23 93 N: 1699723 73 \, 3479.80 -LF;213.68' 4.40211 PC 48.1i.08 - N. 1609633.39 ' - E 3443535.78 • • PT 90.30.77- N'809e2/.92 34.1158.84 • • • 1 , • • • • • • • • J • • 1 "��. •' --- - / - � - • I • - r • • 1 • ,• , ' • , J/ , ,to -' ▪ , ' '• • • • • �' -- - • PROFILE: ROAD -D - STA=40+50.00 TO STA= 61+50.00 , // J / -2 / V %"tom-- PC 58+24.58 I , • • N 1610626$ , / - E 344'3442,48 IR•300.00 ‘1 :469.72 14.69.71 , • mac• RTR1 '- , • • • • • , I • I , I , . a I �' ' 1 1 - I / , r , -• I 1 I r r '/ % I I r r , , - ./ I , , i I , 52.99' 1810920, 34431 7. ' • • i• eI • • i •• — l SCALE: 1" a 100' I_ Mid 60.64.44 N 1810838.32 E • 3413350. • • • I • ` I a • I I 1 . I • 4ow4:iw-.U•44.1 7-41'. •' . I . s Gl�.f l /-" ill i?nit • _ :1.t 1nINSRA.st w►iiw�- N co.'s - �fAr'!•1<L.�t NN►� �e t. '. .1i tvwt ist—Ar smt7 •.f: 10Wcacv. t'Arw--+ - ' •(1��01��ly n po ��c�I .- ' i -Mtt• pflF.S�;gala MIMM ____ .t4 AO. 1M V A 11Tl �IRj .1 i 0. --➢11�_ eAi4E1la4]a.4 ��Cl• Sl!!_I�I�I-_��LLL -• ftGf1 - A.O. •4.4➢l 1 M�!• • + . .77S+i At —1.781♦ 1G• i014I lc.' ia.7a i 11➢.� t4 I:. I40" VC — I �• 1 VC — -• - '/�/~ - ••••• tttitllllltt l'. �. lb. II a j I ` • �p O CII, CI r � +.. !'ITV h n I.frJJ sat ppP�I N F. n .n 12 y� ftp7V N r, ::.-„,§ n of 12 i1D ryN in I.e yI yq� w• .h.,U IltfffN��I Ui Ito ♦ ,�7+ at �`l Nry Is foV •• it 1P ICI .. ; ^ I`1 MnV IfNI P 2. Kry Mf .P 12 ;at V2 �2y Yf ..�( � 7.1 ir[IfI ta Pi •� � �Py /.qf In �D Ip IIyI 5 Ps P2 y� N pOI _ thy, „ of P2 q c fqp •, Pig 1 � 1� pgNq 2 10 r 10 h ^2 2'2 Y1 �A N IO 12 1� g shy 1A 12 O1 1� 1ID o�111� .IS r2 n Ei • • • • + (f) PROFILE: ROAD D 48+ 47+00 48.00 49.00 4734460 Pages: 91 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly and , KoppesClerk Recorder, Weld County CO I RIPE? Ir I11Itia u 50. 00 51.00 52+00 53.00 54.00 55+00 56.00 57.00 58.00 SCALE 1' • 100'N, V • 20'V 59.00 60.00 61.00 5290 5280 5270 5260 5250 5240 5230 5220 ROADW�\ afro (7,� ROAD OA0 V LAYDOWN LL ROAD YARD ROAD fi rio ROAD KEYMAP ROAD OADI. ROAD pe, I�t1 QAOAD S 4-110*0.1L»IOAD 4ROADPADK ROAD R1�q ROAD Vtosoo SCALE 1'=100 I _ 0 100 OADE tot EXISTING LEGEND tW/Z//_//7l/Ld --x---x-- - onr+`— — r4' I,a v.0 910 OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED I' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING cal - — UGC- IA - iiL,C IB — UGC -2A — UGC -2B — UGC -3A — UGC -3B UGC -1A- ULC-1B UGC -2A — UGC -28 — UGC 3A - UGC -3B - ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 38 a. o ft • � f, o c • V r°� `d 9, gl •u/, ems! LL ID n z z 4P • , O 4i: i § Az � WJ i.\ 4 LII kvi 1 1' 2 Q O z Q a. /lII 06/03/2D21 .-*A.•. -ere 47936 -. -1:..C. ..-4 PANORAMA WIND '7:i J. -I r re .L.M_M1 M. TREW / L MARTINEZ '.a S. ♦J •I.••WAttain. -II.. m, '.J,.1.•.44,4,.I IIwo, p LIP Wu, •I•I -.,'•I n 4Mti1N• ...Si • .1••I ••• •a.• Ile.a•I M ••. M•'4 •• te-v %WS N.. .In►agn ••", ..•..I •• nun. e••. tn.. t• TWSLU IN I,I It! 91r�P • woal,R ' aQDY:0:1, ' bt• ITV Or[CYi.t0i. ROAD D PLAN & PROFILE I C' 11( ..Ir -r. 1 =100 C3.17 / (b. ./ • 4O 44/ CO / 5290 5280 5270 5260 5250 5240 5230 5220 \ • • \ • • \ • • •♦ • • - • • ♦ \\ • 7,_62•99j0- , • N. 100.2037 ,; E y1A3t37 8g' r ' • iJ • ♦ t \� _ • ♦ ` ♦ • \ \ • • • ♦ ♦ \ . , •`; - • ' • I• \ - \• • • • \ • ♦ ` • rX • • • ENO ARMORED ROAD STA 68+31.63 BEGIN ARMORED ROAD STA 66.33.06 TURBINE T62- '�' •!V'1611059.3i '- • \ ` E*.' 34421935188 • \ Ag=5240.,11 1a=5240.81 ®PLAN: ROAD D I \• • \I • • • • I • ` • \ • . I. _ \ 1/4 s‘ • • \ • \ ` • • • P6 71.94,0) K 161ij906tb, E. 34422142T , MRl.` /L I•t.i N 4610096)79 € 3442225\99 . x , • • • • / • • / i • •I 3390.07• L1 3.9,1, / A=6 61 • • • / 74 c -s-114 xr»s' rb 1 PT: 72.28,62 N: 1610001,03,. E 3412206.79 '• • • • • '• , • ' • ` \ • 1' • • ••\ I I I ' • \ • •I PROFILE: ROAD -D - STA=61+00.00 TO STA= 82+00.00 / r • F- I. / J I - ✓ r • / a r r r f , / r • I r � • r / I �+. n • 00 x76400 . �. T6•00 it >x�•, It Fc ,vr 76.00 pn-r-dt•x7i--L-�0^y«�� It �.. ( I • • • \ • •• • • • • • • • • • • • N. • \ • • t • • t 1.• • SCALE: 1' • 100' • • 'I I •t • \ • • • • • • • • t • / 1 • / O) 82+00 cvj to titf A-wit'-+s,ee •: W 15227319 fHs•w-4r,•!r1111 _ ----1P1trA=-ra.>Ie 1 A S-4 Mn tan _ LIMY IA•14 %a 150 1N• ter _ it cD 4 I. h I!, tEn ii • .Q ta A 0 r g$ r2 Ar i rs rp 7I 61.00 62 • 00 63 • 00 64.00 65.00 CO PROFILE: ROAD D 66.00 67.00 68.00 69 • 00 70 •00 71.00 72.00 73 • 00 74 • DO 75.00 76.00 77.00 78.00 SCALE V a 10011, 1' • 20V 79.00 80.00 81 • DO 5290 5260 5270 5210 5220 82.00 ROAD WOAD W1 L3 �D 1 /� p ROAD USyr( -O'•'D V uYDROAD I YARDOWN ROADTj OAD KEYMAP ROAD AAsnn��j ROAD 6 UOAD�7J'(�� Q-.OAD M — MOAD I ROAD CI it ROADR ROAD•. OAD O IS>t SCALE 1'=100 I _ 0 100' 200 EXISTING LEGEND `l1lIILllllZl/ I I0 X OD IOU 910 LQ! ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED V CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING - UGC -IA -- UGC 19 -UGC-2A UGC -25 -- UGC -3A - UGC -3B UGC IA - uCt 19 UGC -2A- UGC -28- uGC 3A UGC - 38 - ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 38 4734460 Pages: 92 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 3 �� • • z • O •• i r 4 lis CONSTRUCTORS Z sen 2 0 z Q a 0W032021 J..Fr -,..EF• 47936 re et - •:u PANORAMA WIND rz,u'ae.c.. ra)Awp. M. TREW I L MARTINEZ -.. r...v . ,. .w • . .F.. .. a.._ ..,&an I..n h,.IIYup,A D•OLP N '.A....I w I.Ir.lk1YI •' was, snorer •,I • I I• I4.! 1I, oI WI••. wr.lb.•... . -L.., la ./ M...••I warm. r. elln.y yew W.•Y{An lW.. ..bMF\ I..•M1'I. I I• WLV.(AGO REVISIONS M • ]t/ . . 4044 'L ALA. I/. ROAD D PLAN & PROFILE C[-9M,'•n 4',• Y• .I z, I A.4. 1- 1 =100 C3.18 rdmik 111111 R•300.00' L■19.63' 8.3.75 .70N 84 POO PC' 88.61.14 NM 1b10'81.11 E: 3440569.40 \ , ` Wit 88.71.56 , I . ' N; 1610189.99 I 1 E • 8410579.85 \ 1 1 \ I PLAN: ROAD D PtIOPOSBa cul,VER1.CO3 Mt 6117 CA.03, • t t PC 96.56.71 • \ \ 'N '610625.53 - E•3439596.82 1 1 ` 1 •' M d.,98I 83.12 • 4 N. 1610622.65' I 1 1 '• \ E 3439570.56 • \ PROFILE: ROAD -D - STA=81+50.00 TO STA= 102+50.00 SCALE: 1• = 100• R 300.00' 1=52.114. 4=10.09 100.00 41.711 ,PT . 99.(19.54 N 16'0617.47 E 3439544.67 �� 1■�� El•Et♦ alga-- kV Ii=1it nsI HICYI S. A A u1111.LJ 1•__t - Yft:'• :+.-A► :.1 1 n•AO JA..... -.al ,LO:tN •-'t>• fl yrw tb.r IIY.■I■tttttttttt�tttttta -- f: CVO 1�1�� el I!s` ". OS Par -Etw�Et•� la. .i-r 141t■tt� 11■t� •': air. I5. �-'.---lyy 1J4z �p elA��1�R...��/ OS f!_.t 1:113W )Ft. ______ MISS r•. 1111. •mat'-�-- Itt4ttttti�—Et_t! =�•_DE=�'_D��ESDEt• WINK ) .>_e I "a OMEN .4r. 1f!T.��`■IA�� tl[11l.l�l/�" ��,,..�� :I lSfi'lt:tl��■�1•111.Y.t.77 ZiS7.CCrttttttttttla -_ �n an-.. ' II .� `t 01M.YM, I►I ]L>It_. 'n.•��' ST3'flO Il.Shia � N.M. �U �;O AML • -_ a' 1-!., »a•uw.. two It-b1sM • t>.1 tt•�•-:14 T ; 1L�I�1L7♦[��+f�.t�EtlY7fE ��—�N■ of t♦-t�TT7. .a Lt♦le. *DWI •AT�4t:; ■41 al •�� •• •..rt. ,. L7lT. 1• M• 4 MI .1 �•, ��HI: 7 gALFT! ♦ l�'1!Tj��1 IIIIPAIMMI —At-.=•s MS at wail"... 11�•r r■ al Ill. alIMII^•�■��imm7 �� 1'.:Sal= Ball ,,=I al a4Se- II •IIIMINI mew■_ .Itttttttttt��1 !el So Phial •:'tit♦-�=l.•�tttti=ll ^t•�11TS Mr- r:.-. 7• •OM aJ•+�Lt—tl4 la �: Waal i��ITM'I'4 ! t �. "!• O I �. c'' Dal. aim 'rlrr JG: J• ,l • ■� al 1'1��MLA ' :. alma ...•.��E'.4 .iratl_l_:•.ollollllla�a 'NinaO �_la I _a I__ 4[>_t/t>_a MOW �m •a ...' •4 .11• au 1 e �_�s t��i• s��i EII 1 �i �Sr 051 • JI a . — 1i, �t aA a .n. M=a "— �at.' I� - %: 71�L. a 1,s__N__!!`:'. n1r rte` •'. •.i�DE>i� f Ulna WAIF --� WAWA _ .. 1 Ia -•`�Saila ��_■—sii��riREt�I • •6ED N r . It. 00/1 N• IPM. Pt CMS E>_in VIM !1 eta I -<EN �►-1r' 1lDGI �� Et— E/_ _ ___ - — 1•�E Tie re t • sew" al I is Jain I ti al TA•..=Li a a'u...l. .J _. _ 1'1V iLSi;_ It ,� w M4•1M - ttttttttttta E<[S 1 .r. ll=— - ��■��wr4r- ESE7—Et—MN4►Ir � ..rs -� .i • • - a • 1. - .. i =ral IAni, ,.. -1a - L7•�0� Una � 0� $ I. - e8• Ike . It oo rri 0 r g: t r. Pig 2 $ •. {; a. _ seLc, a ° .in 8 � P eg 5282 40 eg 528; 44 2 S � 2 �; g' • 51� ? �. sa S' • eq 5273 39 eq 5273 78 eg 5273 66 f; in .0 94.00 PROFILE: ROAD D 4734460 Pages: 93 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO HI jYjMi K 95.00 96.00 SCALE: 1• • 10011, 1 I. 201 101 . 00 102• DO KEYMAP 0A0 OADG ROAD li`J *040 SCALE 1 =100 EXISTING LEGEND r//////////i/A - UGC-IA -UGC-IS -UGC-2A - UGC-2B - UGC -3A -UGC-3B OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND UGC -IA - UGC -1B UGC -2A - UGC -2, - UGC - 3A - UGC -3B LIMITS OF DISTURBANCE PROPOSED V CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1 B COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 a W �1 CONSTRUCTORS 0 z 2 O z Q a .1'5 0061 ,. 47936 PANORAMA WINO Rn.'$r•t. ,LaIM.1. M. TREW 1 L. MARTINET u Sr. ••1104. .4JY.✓.. 1... P. •. J... • i4.., N IY141I. o• I.tS IN I.r1•.IH.••.h. • PP. r.q.4 I./IA.11• ILA 1.• WWI IIt. .•1•I.. •• .mY•.. 14 ml lttM4 W.IIwM p. P?1N NNW µn4..L1..•1INN I.•`..•I.. .•1•rose w.M . •.. no 11.14:,.•. (•41;1•1 REVISIONS •14111•..1 LIS RP '44. ,1.114•u •1...F• •k•4 ROAD D PLAN & PROFILE L1. [TT* to •. •t ..,.r . . •-, t = 100 C3.19 SEE SHEET C3.19 b IC2.00 2. • 1 5300 5290 5280 5270 5260 5250 5240 5230 I - -'•1-F —c-- t "at art `t•r1h a ?on ---x106+00-fit T'‘ r • • I I • CAOPLAN: ROAD D t N 4 -- 2 • C ROAD -O 1 114.00 1 I 1 t • • \ , • W-Kt•It-4K-rr, • -n' •I( Tr --KtADA- ♦ • '18.00 'r • /K 'rte-��r _�..��•�1�� • ".v r 1 /1 TURBINLT¢4 N: 1610427. E. 3438243.02 eg=5260.60 19=5259.87 •I • - 1 PROFILE: ROAD -D - STA=102+00.00 TO STA= 123+00.00 1. . 1 • r I. 1 1• I 1 N ri _Kg- dt-7n Fc �K't72�U 120.00v p . - /( I If 1r\ Il I .-1 c / is r • ^f SCALE: r • l00• M PROSTA a 119•64 37 a� . • t • • • .DD Lu J LLI IU) • 6F 1— _ [AM 17117u U^ r . r 1 -I F .U. IN — - RUSSIA^ PIR Len 1 Nall llii PH EPA mlLEV • 11 t•t0 • TH .00 7n n.ort K A I • AA+ SARK. N D 1 C C --• •—j>�g• . a1...C•__ ,��---Pt- — `— .• eon .• A1r ^.R'4.1. K&.MFl .trn —DitnPo Pa TN PIA IN tAlA6i ii5 1K.46 �?Y -+otQW 6TA • 3ti• �.�- Is- 1' _ 1 r.1JW tts$I • )4L1?v G .. uiv. • a[a,yDa R. ] y.y �.].._�. ® 40 fT r 307 .41643 S 1, 0 D1A '- 11L • tat. l g�As � —...WSW t t-IM-e tfy-t:M.T— .• — 1.14%, An IL111/21 —147a-440,A1 ESICI PI 14 -39 —y�6NYJ 461- 2 2'6 22 it; :� 22 oA a'� P2 aA re :o f2 r•::: sg P2 re 22 22 AP.s. S.e 2 2 hir-, i s �o g h� o B'.P a8 re tta g LI ag 7. �� K P2 er >i1P 102.00 103.00 104.00 105 • 00 106• DO PROFILE: ROAD D 107.00 108.00 109.00 110.00 111.00 112.00 113.00 114.00 115.00 116.00 117.00 118.00 119.00 120.00 SCALE• t• • 10011, r - zol/ 121.00 122.00 5300 5290 5260 5270 5260 5250 5240 5230 123.00 ROAD tM fir QAO W1 ROAD 4,, 9.ROA D V LAYDOWN ROAD L YARD ROAD T ROAD F'INr1 t 4ONO S U u DAD Y ROAD P'S;. ROAD R_ROAD ',ROAD O a KEYMAP OADI. ZADK ^OAD1 SCALE 1"-100' 100 200' EXISTING LEGEND f7ITIT7Z71.Z7_I) r • . . . . . . 1 --x---K-- o - OnP-- — rOJ 910 .0 ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND Iap - UGC -1A - UGC IB - UGC-2A -UGC-211 - uGC - 30% - uGC-38 UGC IA- UGC 16 UGC 2A - UGC -2B- UGC -3A -- UGC -3B - LIMITS OF DISTURBANCE PROPOSED 1' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 4734460 Pages: 94 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III Ii III a. 0 etc �• t9 • • Z • o • E 1.• 4 W 1 1' z 2 O z a ,.1f 0610312021 td. Tr- ...Fi. 47036 .'. TC^.._F PANORAMA WIND it :I.'S: Fr.CF•M.F. M TREW 7 L. MARTINEZ • p✓a .c-... a.a ...✓..N•.'- .. t,t.. petiole 11M4.VI la Dlpt.--I • •.1 of l• MP•M.I.nsn.YM.. M .m I nL. Il• bat Its .V (Win u•.I-• ✓ . •.L•w• w •MM•.bll to'Wiwh•. S..YV NM t.. aria 1. n ll..+,y •M,•.,I I •. •.: '.11 ✓ 4- '4 a. I l ,S*_•,• YLVI REVISIONS ♦ M-•:ta ♦ N rV IAV U ,k•-. 9L•' ROAD D PLAN & PROFILE c -'w ' ' t'.• .I•�..•. r 1'=100 C3.20 5310 5300 5290 5260 5270 1250 D240 • • 124.(x; 1 ) s. I • 126.00 • • PLAN: ROAD D • 128"00 , 'I I • I 1 130.00 h I D r. ROAD -D J i ) ---�+-- •+— - —a: 134.00 I- .1 I TURBINE T8SN QQ 9922.16 / E 34362[54 eg=5276.36 f9=5276.41 o1 I I • / r• N I I J I I •r 138.00 I / , , , r r " • , / . /5'r , J • PROFILE: ROAD -D - STA=122+50.00 TO STA= 143+50.00 SCALE: 1" • 100' `/ • "r a N 11 I41. W W / • l Iw I° Loss E1 CV =Sara • d7A%121isa4 {iM-sii►a, M97Zl -awl* t OW EOW DSIlIIEV� UM smm n - .. iifAFiEY ifau IC 1C*1777. Tr Af r 150 AC WE: t.; 1i•I c1 .1 •1 + w • l to W • r a - I i`� AAUP-'Lag) (v i �+�+ A C` d 7 n1 $ • WW— VC - - -G� cMITAV 4v.rcEpv� • WO' • •C pi�7Y 'SI wecrrj VII. . Al _?Yf≥iiA llE. a--nttlr-xroir 7ti7 •71�[ f T ,.qT _- I R . _a_a lfi!Ma ' lri - • • W-52200 a4 4114 VCt 8�{ti2 I() We 1."2p _' W"e $1�me y) fire `e. i'e1 8S j 18r, r We a S.e A2 tit 2' „ h W We {Ag N W re (32 N VS to (Zt H M1 ' !22 „ W P to 3„ Pa V7 Se *a ea t .. Via l2g r 2 M1 2 (NI r 2q6 74 2 MI r re a 1O r fp 5291.47 p 5292 21 .e 123. 124 • 125 • 126.00 127.00 CO PROFILE: ROAD D 128+00 129+00 130.00 131+00 132.00 133 •00 134+00 135.00 136.00 137.00 138+00 139.00 140+00 SCALE 1' • 10014. 1' • 20Y 141.00 142.00 143+00 5310 5300 5290 5280 5270 5260 5250 5240 ROAD S ROAD W1 If CI I ROAD UsJOAO V 1- LAYDOWN ROAD ROAD Tj YARD ROAD ROAD � &WAD 5 BROAD ROAD ROAD N SCALE 1"=100 0 KEYMAP 100• 20O EXISTING LEGEND 77777772777/, - - - 1:11- 5707 --x- --x. .0 -cit 910 sal ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND OMITS OF DISTURBANCE PROPOSED V CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION - UGC -IA -UGC-III -UGC-2A - UGC-2B -UGC- 3A -UGC-30 UGC IA - UGC IS -- UGC 2A - UGC 2B - UGC -3A - UGC -30 - POTENTIAL CULVERT COLLECTION LINE IA COLLECTION LINE 1 B COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 4734460 Pages: 95 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII IV lid PI V alia VARPIIIIN 'All I 11101iii� �I III a. O • oc • O 2 • • N Wk g3 • Z !i a I. o iI11 t • is o 0 2 0 z Q a ...--r- 06/0312021 •.•ACT 0.w.6(R 47838 IZ.• 1 vlaE PANORAMA WINO 4 1- it c. :-.MJ• M. TREW L MARTINEZ ... Y'...:. r 4.. 4... r. • . a:Y ale•1•.V .. nb,. gyOwl. •a •.A .. ii•„n •m,.,.... u" a. ... • 1..... N../Y '.111 '.. W... V+)••V IeV U'4NJL. ^. kit •:1/ur....Ir. wl -.l• n .L • O. , .1 Iwl.. �.:. V .•L..1 REVISIONS •r.•17u"" rr: hi* 'I,* 1. • ROAD D PLAN & PROFILE /••crap7'f . AS , L .c .•. i ,iaQ• E 1"=100' C3.21 I I 4EI C die a 2 9 SEE SHEET C3.21 PROFILE: ROAD D f C :,�.�..�._...t�1+0F r, i•k, x142.00 aI rri , �n 144+00 ,L ROAD -0 146.00 7L %7• I // r at 'U 7I - ROAD NIL err Wt u` t ROAD ucc?S(yp IAYDONM L ROAD L iYARO *CIAO T ROAD Ao. nn �j 110AD 5 U 0.-40AD M ROAD ROAD N ROAD TURBINE TAO,' N: 1'60942 .76 E 3434705.27 ¢91529$.26 }9=;295. `EP 149.96 N 1600401.14 E 3434605 10 • 5320 5310 5300 5290 5280 5270 5260 5250 PROFILE: ROAD -D - STA=142+00.00 TO STA= 150+50.00 � ♦ i t I II ....c._ 4, r • l FtsROL/NB PROPosED !` e - ' 9 r sa 29 to II" SP 142.00 143.00 144.00 145.00 149.00 147.00 149.00 149.00 5320 5310 5300 5290 5200 5270 5260 5250 150.0050.50 SCALE. 1' • 100' SCALE I' • 100'11, 1' • 2011 KEYMAP SCALE r: too 0 100' 20Q EXISTING LEGEND r 4 910 ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND —UGC-IA !a — UGC -2A — UGC -28 UGC -IA--- - -uCt2 i8 -UGC 2A - -UGC 28- - ULL 3A--LUGC-3A — UGC 38 UGC -38 - LIMITS OF DISTURBANCE PROPOSED 1' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 4734460 Pages: 96 of 223 07/12/2021 11:00 AM R Fe$0 . d County CO Carly KopPeS , Clerk andRecorder,� alp ��YI ,I II I III ICCEVICAM1/2110 OWN N 0 I -gal • -I-: 6WAIB • Z T ., o :11r.)4E a 0 O a . rAJ nit 4 UI 1 1' Q 0 z Q a z o$ ('I, aW03Q021 .. . F[' .,..C'iJ 47936 PANORAMA WINO :,L•.[r F.,[s&M.rI M. TREW / L MARTINEZ + I/..V _ bad..,a..r a.. F. "409 SG "rnilliailloorNib NI POI do, LI4,\t Ia 4.1W* w Nwl big.wlia.... '•d.vn IAA . tlft.k11L c4/flab • ..10.v ,N.' I.-cput.w Shall •••••al TL REVISION§ J. IMF LI l SL.. LI ROAD D PLAN & PROFILE r ra. .., .. rr�• . •.cr ... I �L.� err aer. 1 = 100 C3.22 (1) • 527!1 5260 5250 5240 5230 5220 5210 5205 7 • I IN TE R$EC T IdNI 0.00.00 P4 1608290p9 L 3446938.110 1 -• •JJ cri =I / 1 Lji-al• I. • r r • t' • ••' t 1 • i , • \ r ' qtr, v ' +55 OS 4 3:145941.00 225.33 i , f 4% 4 r r , , r rr ,�' ". ROAD -D1 ' t . T :7.00 r /PC 1040.10 1 / 10607270.95 E 3445948.57 i , • r TURBINE T58 N 160719).06 -E. 3445177:98 \e9=5242.86 .0=5237.80 t • , i 1 e PT 11499.99 N 1907183.85 F 3445579.01 • 1 ' t I —R,fG4N 4RI.Io1Fp &c$ $2C I ON STA 1a•?9,b I • , r (r '07 / • END ARNOREQROAWSECT$QY� W 4.70.34- ' • , ' , - — - • / 00+ ,- n. I • • / r KALE:rem - I00• ( a / I , , , PROFILE: ROAD -D1 - STA=-0+50.00 TO STA= 20+50.00 2 oc, of 15D4 sews Rl♦ 174. pot C se;- 4410 x . T 133% +a.0. lad# its it 1 — - — - - It VC 3 3 m = MeV, o, a a � r. 71 116 1.01++47 'Altus Ms -s - I�t�. _ a 4957+ 0.92% r�R� lim-t fRt1J T ?,497 ' :,f a'9 -'V - 70 - � a. cOA - .17 t W1 irA.rleL�4 , c. a ' a u1 •�h., r Ain' i3IC7L 4D.it LOO VC l i 7'Tii' •�M I00' VC "• —� [':� k-2tN ■ b6 a to iu N e. ' h/ -- 1 pp 1 r rg522320 $ eV IN 2 a� dl eurglo P. "- � n1 El! A P. , 8'�.e r,� A to F I aW r P a , a' .tt ee O,� t hr: 1't S' -R °' oq h� •-- - �y 0-.. to t e, _ rn �i6 h P. - ... al P. C • 2 1 a� qry P P Nn • Pe oe ,Y�,j1 t , t • • • • 00 4.00 PROFILE: ROAD D1 5.00 8.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17+00 SCALE 1- • 10014. V - 20'V 18.00 19.00 20.00 5270 5250 5250 5240 5230 5220 5210 5205 ROAD [ageADM ROAD DAD V OA Dt KEYMAP oADc � ROAD ��111111 GAOI ROAD ,-yv\ ROAD R ectROAD OADO a r DAD& JN-T80311:90VN OAO M SCALE 1'=100 100 200• EXISTING LEGEND C/77//Ulll/Z TIP x 0+02-- r& 910 ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED V CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING PENNI - UGC -1A UGC -IA - - UGC 1B UGC 18 - UGC -2A UGC -2A- - UGC -28 uGC-2H- - - uGL-3A UGC 3A- - UGC -38 UGC -39 ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 26 COLLECTION LINE 14 COLLECTION LINE 38 to a o 6 • ►-° :1 o.LI a •° Itir z • O qii; • e.,§ a e•m rImp ! a � 3 W CONSTRUCTORS 2 0 z Q il. lPr,C -W' A 47936 PANORAMA WIND 4,i-. tat ra&,l.F. M. !REV/ L. MARTINEZ - trl►•• +4 ••••••••• a,•.-.. t. 1, In. ...Lan paten , .t t M.NN A OI O V IV eta. ,'M M •.M NAar.'-n•Y w.. eM •I .a nUt• .4.3 tat 1q Vat. r,.OV. .ay.•.• b4 wa.a.at t•..m1,.w. V.,ry to. tuV+W. OWN .M1.MP• ..�... a 1. ,.•.. rMVL .. .rLyr V Y.},. REVISIONS 4 ._ . • , . t.I Vt. ROAD D1 PLAN & PROFILE 1 = 10O 4,1 rI' NIA C3.23 4734460 Pages: 97 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III RIPINI NIL ljkniehIMPINIA li KEYMAP • • • TIMMONS GROUP YOUR VISION ACHIEVED THROUG - THIS DRAWTNC PREPARED AT nit DALLAS. TEXAS OFFICE 7501 LAM Sur Road. Suite 5250 I Pteno, TX 75024 Itl 469.810.0230 Mx 972.318.5856 www.trmons.xm ROAD • ' OAO E ROAD MI, rtAGAD yy, I / �\ 11O I - ` % `.� \ • \ \ • - - - OAO 07 _ r / r • I ! i �•. - . \ - • . /. ' I , , ' ` / • ", �, \ \ - - �• . , ' ` \ ` • . ` . , , - i - - /j i • I t `` '' r ROAD A I ROAD I' tAYDOWN ROADI. I faa ' OADAt • , %,• j., `\- /O / ' T'raj8 / ` ` `` . `' \ ., ♦'1• ' r \ . • `. I. \ . . , , ,I ROAD l OJ10 a m D-aosOM OAO Jwo e/ OADA 25,78.58 / •` \ ` ••,.` \` • \ ••Y' - i ' I -\ , ` • •%\ •• • . ROAD �� OA ROA01 OADG `%% r rr /. ', \ r ', ��/ �•�.,. • it ,NT 1605899 78 • ••••• ROAD - t ✓ - 5254.8 / PC 27 +15.03 I \ \ \ _'� , - ' y.CA •' h ` •• OADO ROAD OAO F 1 . x f r >••' )I ` • • • \ • /(( N , 805862 59 • Ne• _ ��►�� \ . �. • • `_. `1'• ' - ,. / L.?�� r� E-}MStt2.%�, 41+16.1 PT. 112iii DRDn ,• `. • :PC � r NT 160580).62t 1 ,N 00N. 1 ,F 15 E. 3444 \ 11A( N 4 cc 'f—• V M U vc - ' © 1 _ • ` •'\ ' -• • \ . \' ♦ . ,• \ - ` , I. I 1 I '36.41 ` \ / 1 zo''u�� ri OADX . � T 1 V ��i►'' —� -• 1---'--�\ �r ROAD -D1 -�--- / / l— Lur \ / M,Q 27=83. T� I 1.1.00 • W 38 • W -■■' —■z ail .. a1 40 • W ill .. * y„ -32c—m- "•(n a2� UJ _ � \ / �N T6f151139.tl6 � —.--I.--',...1/4.L..,-.1,,36 • --,....r••• � \ Ca F 3445060.09 I ``, �`-�—R•300 D0I W 01 imm z 1 ` � \• \ �.`� - �/ - v y `1 i i 1 ,, • �/ '� \ ,I Mid: 41+87.02 TURBINE T57 E 34aate6oa 1 ` • At,lw(,/4." �,(' \ - I-• 1 ( NQ 605819.61 \ ' , • I \ , , �� ' E: 3414860.49 J' �' I \ \ scALE r -10D I \ eg=5261`.29 /• I ) IC ` \ ` ,/ \ r • -„ r ~ig=5268.74 , \ , • 1 . I / I i `.. / I l ,' -� 0 100' 200' EXISTING LEGEND r/ ` - i , • , 1 , I , / "I',''-' �TTT`?l'�T%TI%1 OUTSIDE Of PROJECT BOUNDARY PANORAMA WIND w WELD COUNTY COLORADO ' \ \ • \ ' \ / \ ` 1 ( • t / \ / r -.0 r' ,',' /ri- ,' PLAN: ROAD D 1 (AN} - - .OW • MAJOR CONTOUR - OVERHCONTOUR AD UTir Y SCALE: I" - la0 — -it ---x-- FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD - — — a■_ — EXISTING TRANSMISSION LINE rQ' POWER POLE PROPOSED LEGEND O,LOyzort .x ..x LIMITS OF DISTURBANCE 910 PROPOSED 1' CONTOUR - - - TRANSMISSION LINE rr ,r, 4r■ 4793, Onl-, - PROPOSED FENCE CROSSING PANORAMA WINO PROFILE: ROAD TO STA=41+00.00 E-- - -<:I..•4-r, 'AIMF .. IA 1REW I L. MARTINEZ -D1 -STA=20+00.00 --- -I ACCESS ROAD 5290 5290 ' — .nl.• ar-• u.•!u TEMPORARY GRAVEL AREA '•\`\ C- - —� S■® 5200 5250 �� OBSTRUCTION FREE ZONE , .... p�00U I �o`•,f�ss 6 ;g.,�o t P „ ia 54919 £' A:O.•tf" ARMORED ROAD SECTION -0 15% - ;, r-- `p' 'rC 5270 5270 rT ■ � dr Anal - 1IIMml POTENTIAL CULVERT 4.03% - ` -- '✓( •u I• r_r� a x.A. v - • 1.I01f —UGC-IA—UGC-IA- 4 s'-r�% 1J 9ot••• 0NAI • • ` ' F sSJ E'- ISSUED FOR CONSTRUCTION 5260 -1.9J% �� — 5280 COLLECTION LINE 1A Pon it naSent IL.s�e��» IL.; .fr��a�ttttttt�4 r^T ie•e T�11 ■r•e _UGC- -1 B - uGC -1 B - COLLECTION LINE 1B 4�k y ■ —UGC-2A UGC 2A— 5250 COLLECTION LINE 2A It ' • s- 4-31111 ,r• -UGC-28 UGC -2B— COLLECTION LINE 2B . sr..oa.n- sr... ".4,`,",---T 1 p t!e'NC— . IUD--t!!1R t — - .�� -- S�AA � r � • ,,tit r ,I• r. ■1a •i -- UGC 3A UGC 3A- 524000LLECTION LINE 3A 5240 >.eweste►-xl.ee ;�'� , - towl►tA-m sT .,��.-' ,,, iB3.t InRau » :A410 eb% r iQ1bL 1■v .. Ir +a* ttttttttt�i. 1� Ititititittlett•1[I_r■. 3B 3B- M•A.Mti -.uw« MN,' 01■�.+•n 0114.40 ail •/W.WMIY JMi .. MI 91012111Aell 0 dab •q/nl1 • sew •V •v. tu *a • ••u ' Ow+. ha •n11w4.t M••Y •. - fin._ . .. > It� .�".:13MriiT A.D..awa ~—� —UGC —UGC COLLECTION LINE 38 �.lt. .lE eeellllt� --Rt]f.Ti.�__ •1 _-. •' yai. � �� 5230 5230 -. 't` x-7l:f ." e�eet� •met 30' VC � .i r� r ,. _ � _ �i7-s =r _ r - 5220 5220 op 5257 36 a 5258 27 in R Irani hIV P • I 1LLV1r� rY�'=11 „�1W P,-.-, 8 3� �p�IgIr}l{1jap�oF1 1[y!`1J•8 • CY.�VJ lip �p I[{fYp1 I, V 2 • P t R o ee • B �, q^ �p, rysI 6 8 •AQ%el ,� •`I�• aIP Ail ,�pl L O gP �plf1p� P O [foV. O Iy 5245.19 op 5242 94 2 A 2ni An �N O, 2$ �� ill O rz. ^R �40 r [l-VO• REVISIONS .J0Y:::• ,r, .'rV .+.1 •.. 20 • 00 21* 00 22 • 00 CO1 23 • OFILE: 00 24 + 00 25 • 00 26 • 00 27 • 00 28 • 00 29 • 00 30 • 00 31+ 00 32 • DO 33 + 00 34 + 00 35 + 00 36 • DO 37 • DO 38 • DO 39 • DO 40 • 00 41 . 00 ROAD D1 }IvML.r.).. L• ROAD D1 PLAN & PROFILE J SEALE 1. • 100.1,1... my .,-• i 1 = 100 ..TT -IA* -r" C3.24 4734460 Pages: 98 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder. Weld County . CO u kridlliV,E.?Inikil,41.14.1E.RII II SEE SHEET C3.24 PC 41.16 44 IV 1604800.61 E. 3444215.10 IR=300.00' L=101.15' AR19.32 MID 41.67.02 I N 1•00766.2Q IF f 3444186.04• 5270 5260 5250 5240 5230 5220 5210 5200 I / /D• / 1 / J I L . I P1:42.11.50 N: 1604722.9•! • E 3444184.33 i / • / / • CA) PLAN: ROAD DI • • PC 47.32.84 N 1604240.38 T-644 .19..... , , • • 1 ♦ • R-300. L•3722' -• - , • ''J tor -a • - • •♦• I / rr MID ' 47 .49.95 - _ I Bfi74ARMOIrEbR0AD - Pit 1804275.16 - + $7r, Sz• 15,47 ROAD -01 7 ♦� , �` • • FT-44/-404 N:104.4T ,,'. ;'/ ' /,/ / .S. 34439_73.08 -//�' /'/:%, ' /' �,.� / - .- • ,- , est -_TYRB1NE 156 - N: 1804430.28 E 3443908.40 e -5226.23 fg=5223.77e / r , / me / . • , • / , / / / J • • < • / t I • • • / • • • i11D ARMORED RDAD _ - - STA %.73.81 • ;io•;N, Kann -4(yn IL L•---�{-\T-. M fl - Lc.. ,)•.. it J, %• -• e , • / BEGIN ARMORED ROAD STA 58489.43 • -_ , / ,' , /" ♦, • Is . , /_ • ' - "•- _ • , `, ♦ , ♦ \ , • I • / - _ - ' , • / / / ' ' , ' •\♦ •, ` ' ♦ .., r • / , ,1 • , • • / ,' ,•' //II • - A % ', \ ' ‘/,,,,//l/,•f-- • t' ,`` at ,\` `• `, PROFILE: ROAD -D1 - STA=40+50.00 TO STA= 61+ _ . SCALE: 1" • 100' • • • • • • • • , •. 1 • • • 4 • • END ARMORED ROAQ STA Si •42.40 • • • — -- ooweteY-tntPo STA C 41.1.19 =44s7µ- - 4C.'P A.O. at% 17 1t •y Low 8i�A,-T�4�0•T�i0�40 -k a14 aVFHe►esiNM— - - TI eg ?l L_ � r�eI - 17� - - - J. i - ti* aA 123T. — y� I. ___ o ifG C 171 1�0 4 , CI'1�OC 1N' Ol fir. 95% 076 �y jgs .QTR.,/4.:R•A 1 MOM AIR a4k1�-4��r-- at CV 4'_74!}20- ;‘, 17 rbl - - kg � . h • ■ 7 IL'V T. t, a 3albC jY1j� '►� ' {T.^� r -0.31611 150' VC •. ♦ „• � Ng 262 .•7 b - �hy� 1 R 2 h+ b q — ; Qy! 01 2 Nca „N b O..i A Oi 4 r Eg 5725.89 '9522341 Iq 5723.64 '9 5215 15 5208 52 A A A re V1 t r2 {iA $ 01 sowt0 P2 I.1 to Ip d fV 101 >i p ^ Ol sp �Jr • $ 1 1' P2 .„ Tr •y YO 2 RA •O Qi P2 • • PROFILE: ROAD D1 • • • • • 51.00 52.00 53. 00 54.00 55.00 56.00 57.00 58.00 SCALE 1• • 100'M. 1• • 2011/ 59.00 60.00 81.00 5270 5260 5250 5240 5230 5220 5210 5200 ROAD S DoL,AIOAD WI Ili ROAD LAYDOWN ROAD I. YARD ROAD 1cO3 ROAD N1., �7 WAD ROAD oi CJ E3-oo*DM ROAD ROAD RTC 'JIc1du'r1 N KEYMAP SCALE 1"=100 0 OAD E 100 200 ROAD A OAD A EXISTING LEGEND %7; OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE . . Fb- x- - 910 PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED 1' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING Dal - UGC -1A -- UGC -iB -UGC-2A - UGC-2B -UGC-3A -UGC-3B UGC -IA - µGC -1B - UGC -2A - UGC 21 - UGC 3A - UGC -3B - ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 OAD AI a. D O • '' •p J1 • • Z s . P • et E O4e "gaze. Eo a i$ W CONSTRUCTORS z 2 LL O z Q a B U g o J J O {E%o a 4P. AI'''tan 47436 I -c.. 4(T I:,i4 PANORAMA WIND rcl:.•ac F..:alM. F. M. TREW I L MARTINEZ •1•n • r •••••••.) J..a ,, •• It N .. Jw+n.. a'1/ It I I••.,ul* O.Cm* N a. mil •••••••• ✓•S r...••••• la. •J eel r.w• us, ibis's., an) Nr u+•a h.$•••••01S. ;Well .• L. . . I .1 tt .a aL•i• REVISION, rourd•Ilc? M,IItl. . SW'P• ;MI ROAD 01 PLAN & PROFILE •Li • 1 = 10D 325 4734460 Pages: 99 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes. Clerk and Recorder. Weld County , CO VIII WANK� I l f� «ti14, I III .0 SEE SHEET C3.25 • PLAN: ROAD D1 • 62.00 I et ••• I ROAD -01 64.00 r • • / I I t • • •/ 11' l 1 y P -1a / / I , r } \ 66 00 / • • , • / ., , I ' • 1 4 n W7---� Are I- / A 1 l II. 1 \1 I •r I TURBWET§ N. 1601860.57 „I:1443320.48% _ eg=5244.421 fg=5242.86 j, /e# 73.90. N, 1601646.. E 5260 5250 5240 5230 5220 5210 5200 5190 SCALE. 1" . 200• PROFILE: ROAD -D1 - STA=61+00.00 TO STA= 74+00.00 is - =Inn. • m r • ►� • SDL36 -44- • was n � '� -- , + - - r 'neat sit 1ilkft ♦ _ - 34 } VC. - 1 s r 594 rpcUPS./OCU CROW n • -- 0.63% •��: (( yy li (r{{ r SI l CL•I _ 40 — - —14 is 15d' - �t h 2 $r2 It; i'2 �D ?18 >2 p en p ta. et 5 i2 t2 to 2 V a 61.00 62.00 PROFILE: ROAD D1 63. 00 64.00 65.00 66 • 00 67.00 86.00 68.00 70.00 71.00 72.00 73.00 5260 5250 5240 5230 5220 5210 5200 5190 74.00 SCALE 1' • 10014, 1' • 20'V IAVDOWN YARD d( ROAD ROAD IM 2 AD Wt I1 * 1 ROAD OAD V ROAD ROAO Tj OA KEYMAP ROAD nn dao S �L}wOADM ROAOPS4'-o*o AOK ROAD C ROAD OAD 0 s SCALE 1"=100 0 OAD I OAD E EXISTING LEGEND .. •.• ><- - we_r40-' .4 .u: .s 910 ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED I' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING MCI OHO- - Ial - UGC -1A UGC -IA - - LACE - 13 UGC - I B -UGC-2A UGC -2A- - UGC -2B UGC -28- -- UGC - 3A -- UGC 3A - UGC -3B - UGC 38 - ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 38 4734460 Pages: 100 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III PPM k Akin • cn �� cre Ui t rl InC a Zal t.t sF yo bm 0 i►1 1 1' 0 z LL z Q C- Oat1312D21 ---nn "7 47936 PANORAMA WINO rrtli,t4- F. rb•An, I• M. TREW I L. MARTINEZ w Ore N NISI .4w •••r+...1' F h. .. LAM1.. Pane/ Lt TACO, 0 GIMP bN +., Iw A mt.Iw..' r..Y ...Ina .t. ,M nu. Ia.4 ..'g W Nr. a.Aw.... •.4I . I.I. not I..M..,.•-bwk.. mina arse u.cM1CJtyII stows ii —,A b• .-..tweb •..b. I.t tyyN.'.ttCW REVISIONS was, -A-w.rC'I '.'v.r..e c rt r•> t4 se `f. i,'.n.,x ROAD D1 PLAN & PROFILE 1 z100 --or -.,4r. C 3.26 KEYMAP 5310 5.300 5290 5280 5270 5260 5250 5240 / / • PLAN: ROAD E • • • \ 1 F111s. ETVP. • ETS JNTERSECTION: 0100.00 N.TM1929E. E 3447745.4 \ I • ,1 r 1 C 1 u.`- IF ROAD -E • J L • TURBINE T N. 1609441.58 E: 3448890.23 eg=5260.69 fg=5260.5 10+00 ROAD -E - STA=-0+50.00 TO STA= 17+00.00 PC. 11+79.10 N. 1609322.23 I 3446924.39 r I 41=7045• t r; SEE SHEET C3.28 14;26.12 N 1609459:43 E 3049110.18 VW. 13.02 16 1t4 0600361 11 Rr20b{, °. 3449039.00 L=245.92' ▪ • • • \ • ,- - \ 1 • SCALE. r = 100• i r \ LOW STA. 4+07.44 W6H HIGH PVI S F4 iAai+115.65 EV • 5162.55 A a 11.10.00 Q1a1]O.f[ • a.24% • 77.16 VC f - tOWltfli-•}MO PMSTA PVI HIV A.D. •lilt .tk 14.00.0E a Wri0. fl ei li!s— 7. A1Y I( r PVI STA - t4 S0 00 I - K•17.10 1,E VC _ _ _ _ it N _ Q n '122'0.90% a y. _... • --r h�i ■4 10 ■ �W Ei ■ 1 aW g` tqqM ii I. k ,....y 007% PROPOSED GRADE EX GROUNIJ Iv1 E' 164 42 R� b51 2 S$ T.'$ iii5,g S'.2 �' X91 �� IY"e $ f a2 P a; S Ir :x P ti V 19 5281.15 eQ 5259 97 g tir IA 2 . SI^ ft\a ^I3 IK f qg 11 0+00 • ..0 2.00 3+00 ♦+00 5+00 5+00 7.00 8+00 9.00 10+00 11+00 12.00 13.00 14+00 15+00 16+00 CO PROFILE: ROAD E �1J SCALE 1• . 100'N, r • 20'V 8 5310 5300 5290 5250 527D 5260 5250 5240 17.00 • ROAD W. CaAOAO W1 ROADlip 0ADV [1 3 UYDOWN ROADL ROAD T YARD ROAD W OAZIA DL ROAD ��,--77 �OAD $ OAO JD-40AO0 �pA0ROADPkK ROAD oADO _ _1 I 0 SCALE 1"=100' tar OAD E 200 EXISTING LEGEND 0- -OIP Iv w 910 ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED 1' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING IMNEMI — UGC -IA — UGC 19 - UGC -2A - UGC-29 UGC -IA — ULC 1a UGC 2A - UGC 29- - uGC-3A uGC 3A - - UGC -3B UGC -39 - ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 4734460 Pages: 101 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO Ill�►r".nP IiiginV4'in",1414.I 1I ti it � �ti�� F� �� 1111 4 W Z 2 O Z Q a 06/0=021 a.K •...{.(• 4793E k +: • 1: wt PANORAtM WINO r+rw.,4.4140.'.. F. M TREW I L. MARTINET -.S • a ...w 4.. Ss.... . M1.. n. ....... P4 .',.i i►... .... yr..,.,..a u N 1• 'opt .0.4•11 .•4 • .' 1✓1 •'1 n,.•..n,,..4.I •�.•r.-. ..:.. ..b«.. 44,.441.•1 bp. • b 4I', ."a.' V..P.. I. nL..N..' it% .. n.... 0. • . •. I VYL.• uLv REVISIONS ➢..WaU :1 '. D 7146. ROAD E PLAN & PROFILE *,I .1a• -•1p 41, .1. ••• 1 1.C .a1 111 r 1 = 100 0.27 1- Il cN U L._ T / • / or- , I. / , , W w w l wl 16.00 i 5300 5290 5280 5270 5260 5250 240 5230 , 18.00 1/ Ii • • • , • , • / 22.00 w1 / J L ... 1 J F- Or • ''''.. ` • ( • J- -$ el • • • •- .J-....• %• • • • •I1 • 1 • • • \ 1 1 •. • • • • • • • • • • • • 4 \ • • • • • 1 • 1• • • • • • - \ • I • 1 I ►_ `.�•' `4• t 1 4' • • . • • • • • •. 14.00 • N • • gik • • . • • \ • • `• ` _\ 1, • • ,. 1 • 11.00 1 • 28.00 , • •1 PLAN: ROAD E • • • • • S. • \ • • 30.00 • ROAD -E - STA=16+50.00 TO STA= 36+50.00 SCALE. 1' a tar \ ON • ,/% EP 36495 88, W1611518.50 E 3449795 64 / TURBINE T61 N: 1611328.74; E• 3449732,48 e9 5254.12 fg=5254.95 i is • / / I , / I , I I / / 1 VA a2riTS.UOr ELEV . 5240.45 STA • 11.40.00 DIU •12.41.901•12.41.90o 1• AO. a •J% R • 1.1.31 356 VC .owSIAr 1.06rW rat PVI ETA ill PV1 REV A.Q.! K a 10004 35d 44•x,04 *174134 a 5742-10 1.2M6 - VC HKi1STA•l0.37.00' 14.4 & STA . A D.. -3.! K+53.35 ]00' aS.031 ”06r H�1�2 R g1 n ti 8 R ii to LOW Ma �fl a' . - -_ - P A INELEV 71.3•.•1 • 525504 i4 VC y g.� s-tea 8 ;,ui • h '' t % > '- 8 t - - - r 6 v A Zk rdVI -5441 -->e � t •° 1 { as 3.73% -0. oso% --a "'—• ,ata 0.49% t EL GROUND PROPOSED GRADE X 2 3246 39 tug 5244 43 3m K1 .e o Se ryryiry1y I!1 w •h r2 m Vi S fp 5240.50p 5240 52 Vpryry N 2 (�y li7 22 op 9 O♦ ryal M1 22 (�.� ry Y1 22 1'f�f O .4 tie 1y p ry NO Yf 22 1�p h •N0 a1 22 �ry ♦ ofyy� Y��_'f r2 (f �ry+ co iA 22 soa a (ag MS See Ill �2-,'g lCZ i17 Sp oix�D$ rf See �A O YS S2 V1 1 + p • P 17.00 18.00 19.00 20.00 CO PROFILE: ROAD E 21.00 22.00 23.00 24.00 25.00 26.00 27.00 28.00 29.00 30+00 31.00 32.00 33+00 SCALE 1• a 1001$, r - 20rV 34.00 35+00 36.00 5300 KEYMAP ROAD \ at ° Vrt LI ROAD DAD V LAYDOWN ROADLI YARD ROAD T OAOOi ROAD El -ROAD 1 0AD 1 U ROADP% OADK ROAOq OAO O GAO N ROAD X OAD J 040 x OAO1 OAD F ROAD OAD H SCALE 1^=100' 100• 200' EXISTING LEGEND • 1 --x---x-- C r ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED I• CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING 910 ACCESS ROAD TEMPORARY GRAVEL AREA 5290 OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT 5270 —UGC-IA UGC -IA— COLLECTION LINE IA LAIC :9 - uGC -18 COLLECTION LINE 18 5260 -UGC-2A UGC -2A- COLLECTION LINE 2A — UGC-2B UGC 2B- COLLECTION LINE 28 5250 - UGC -3A UGC 3A COLLECTION LINE 3A — UGC-3B UGC -38- COLLECTION LINE 38 5280 5240 5230 4734460 Pages: 102 of 223 07/12/2021 11:00 AM R Fee:$0•00 Carly Koppe5, Clerk and Recorder. Weld County . CO III FirirdIMK `pdgliill 011 dk IL I If1111 a. O • CC • in # • Z • o ' 'Sr N t Cr 0 OE fro -,. Oa om >o te. ₹i 2 cc a O a W CONSTRUCTORS O Q cc O z Q a. :W03QD21 Cr '...fra 47936 M.rr,i•or PANORAMA WINO IA TREW / L- MARTINEZ • ROAD E PLAN & PROFILE r-100 C3.28 r 1 IF ROAD -G 5240 5230 5220 5210 5200 5190 5160 5170 I • I EX 1O LINE. CONTRAC JOA FIELD PI LOCATION ROAD -F 00 r S7OCKPILT TYP. SEPEROSION JCON TRO.SHEETS r ' 1 I Pt 4.97.47 N 593386.3Q r 3118234.64 JJ ! TURBINE T39 S4593586.58 E 3448328.09 eg=5178.84 Ig=¢179.83 2 PT 11.99.06 N 1593768.35 ▪ E 3448788.66 PC 10.62.19 N 1593715.61 E 3448686113 I , • T. 6.59.68 ' - N'i593424.20 E. 3448382.47 1 R' 200.00 , L-1622" 6,48.47 Mid 5.78.56 N 1583379,08 E 3448314.37 • I s J L i 11.4,p.63 N. '593749.51 _ E 344873).76" R■�20�0..00' / Z�a•1•1p.0.- A-33.48 • • V 14.00 / • • ,rr.•o....arr FIRER OP I t unt GROSSING COIITRACTOR TO VERIFY DFPTN . - 'AND C004DMNTE,WfH O$f h$IND G31JT8UCTI6N N 1393846 MI E 34462MM l ! it .11 ROAD -F - STA=-0+50.00 TO STA= 20+50.00 SCALE: 1' c 100' PLAN: ROAD F I it -• HIGH 8r NIGH LE PN iTA J406LE1' rua STAg7.34.r ar�3 • I•0i.04 •5171.46 r 6.0060 •.Z17h 40 `- 1 - . ..91-4.-- NJ TA TA a LOW LOW PA Pb4 l$.Ja4$43, 4 TA • 3.60 EV•31N20 A • 3.20.00 s- 8 �l -11 AD. • R 14 w II . • 2.]MI a 6295 I5P VC 4]NL VC ma and B $n $2 • B; >R x 2 • 2i b �1♦I_ -lQp1� .. -tS !1. !�r �1n,- 1 - EX GROUND .. �- O �R�rgam /� (.�. �V Y I• h "1fa! Rf is O iii .- a S 3Z h R1 i? r. $ 2 M1 h >r'R A O I2 II h *4 IV g �•y h Ia g �'F� 11/ Ire '" K1 h VIP .mi. no � a 8111 ft N R1 h v^+ p$� RD n./„ ; .n .P O '�' hall r f 'n r PS 8 1� h Pa 11j N � q Ia o qv h h 11•2 G. '•/` h Ip 5178.15 p517577 1'8, . h P 111 r y1 .A 2 cis `I' 0.00 1.00 2.00 3.00 4.00 PROFILE: ROAD F 5.00 6.00 7.00 9.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 SCALE 1' • 10014. 1• - WV 16.00 19.00 20.00 ROADV\ awoAD WI *D ROAD .- [].AOADV LAYDCMM ROAD l YARD ROAD Tj-/� L_Y wog ROAD j'��OAD A /j�j_.DOAD J n ROAD ^OAO M ,,�7�� f'>Y R l_1J �ROAD I ROAp � V "�� YYtt KEYMAP 5240 5230 5220 5210 5200 5190 5160 5170 ROAD R Ocit ROAD 0A0 DAD R ROAD X • OAD A ROAD U. Z 1J 0 Z SCALE 1-= 100 0 OAD E ROAD A OA0 0 OAD c OAD F DAD14 100' 20O EXISTING LEGEND ▪ 1 - --R---x-- Fe — ow— — ra1 OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE .v 910 IPPROX. BLUE LIGHTNING FIBER) PROPOSED LEGEND ores— — luiromirmar rte -mil -----H - UGC -1A WIC IB — UGC -2A -UGC-2B — UGC -3A — UGC -38 UGC -IA - uLC ID UGC-2A- uGC-2B- UGC 3A UGC 3B LIMITS OF DISTURBANCE PROPOSED V CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 4734460 Pages: 103 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO KilidreEJICIVieralarII II i 31 O= �• o r r' 0 X128 1 • • • Z ii >≤31 A. rr • • 0 diP n H A J W CONSTRUCTORS a IZ 2 cc O z O. 0b11612021 PP CL 'l Mil 470:86 I -C. _CC, ',Wit - PANORAMA WIND 4.1,..F;. F•, IA4M:F, M. TREW l L MARTINEZ II. Sr* • 4 .1r,MJ at or.. is ... r• M J•N PLN.. 411M,.IW N VAX* M V.aft III gF,.•A4•irera 4. rban •N :441.4114 Writer'. rebrir afar .• rol War • stir >aare .I-► un.I H u . •- •M.T.t • n'n•er•• •••. 1•'+WC..•'AIL e. REVISIONS . sant cllray'Ijw .•liW:J:I CO/,N VCC'cW.1Hll4 linnet C -X l•FwvC Mi4<,I', ;mt.-) 'J '+ 4v -,:... ROAD F PLAN & PROFILE /.[t ml -T? E.• •hr..I.r.,..r 1 100 C3.29 fi A r S SI I a) N 0 w U) \^J PLAN: ROAD F CO PROFILE: ROAD F • e j�C \ - n 18.00 1 r J r� 5220 5210 5200 5190 5180 5170 5160 i J 4- • TURBINE T40 N 1593958.06 E: 3449827.91 eg=5173.56 Ig=5173.71 1 • -�} 0 24-00 ,24.5629 CN 1593993.98 E 3450024 68 9/A *17•51149 = 51455 TIC 1ti PROPOSED GRAM I EX GROUND H A 11f h 1r h 20+00 21.00 22.00 23.00 24.00 5220 5210 5200 5190 5180 5170 5160 25+00 SCALE: IN • 100' SCALE 1r a 100'N, 1• = WV ROADVM\ 7 a4row �/gyp ROAD U. „yt OAD v 1 �i� LAYOOWN ROAD I i/YARD ROAD Teri:, ROAD *\,��T@-flOAOAD6 U ROAD M ROAD. ROAD ROAD R GAO R GAD I. KEYMAP ROAD GAD J DAD x SCALE 1'=100 GAD DI OADI DAD E OAD, GAD 0A DG ROAD NY - TOAD H 8 0 100' 20O EXISTING LEGEND V7/l1I// YZ/2 ——x---x-- cp — Gr4■— — rOJ 910 OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE UNE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND Oral` - CRZI Dal - UGC -1A UGC IA — UGC 18 UGC 18 —UGC-2A UGC -2A- - UGC -2B UGC -2B- - UGC 3A---UGC-3A -UGC-38 UGC -38 - LIMITS OF DISTURBANCE PROPOSED 1' CONTOUR TRANSMISSION UNE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 3B 4734460 Pages: 104 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO I III 4. D O e� U • in • Z • p ••r 'LI CONSTRUCTORS z 2 ce 0 z Q a D8/012C21 47936 1•; I lr 41LAr PANORAMA WINO rt....I-T. 's.A•.f1 M TREWiL MARTINEZ Saw •• qJ ••r. r. ..yr. PI We✓tWaxtlf On au•H « K r^W.W1.1uA4t Y.1 ►a r1 ,4. I1. ♦..1 t.. loornoloaikII.. 1 l3 ,a •`h• u r{l.i4r..r1.Jt• •..'.1.-^.t •w.. 1 •'ARYL•.• •L REVISIONS of $.1 ae. ctcc f too lnr irrrRlns LA? v 1 .I. ROAD F PLAN & PROFILE 1 = 100 C3.30 ui I r 0) N M 0 I - w co w w U) N 5250 5240 5230 5220 5210 5200 5190 5180 •0 • 64tENSECTION N 1510361 33 E 3447737.77, STOCKPILE TYP. SEE EROSION, CON I ROL SKr -EIS R-200.00 1soll5.201 4.74.41 / Pt 3.2±79 N 15833)&.76 E 3441417.3' .Mid 2.60.19 N: 1593397.55 E 3447456.16 PC`2•37,59 N 1593400.45 E 3441500.59 1 1 r /R0PSjs. • , TURBINE T38 N: 1593212.86 E. 3446702.05 eg=5 193:83 tg=518 .75 I 1 I • R=200.00' 117.55 todl N. 1592690,52 E 3446204.18 PT 18;70.67 15112579.p7' E. 3446168. Mid 16.5'.69 N. 1592864.25 C• 3446186.49 • a 1 ROAD -G - STA=-0+50.00 TO STA= 19+50.00 Salt 1• - 100' LOW STA • I'94.d6 LAWELW-4 NIL ---a— -. - - .tLQt(¢T,• l oOSa PN PIE 1? *En ITA a 1 5167.17 STA .16.40.00 LILY • 5197.47 A4.�,11% K • 121.•.2 150 VC - PVI STA . 2460.00 RA ELEV . 516436 a. - 3.4944 ,44 1410N $TIli ►40N cam PVI STA -1 • 6.40.26 . 5M2-74 a 6.00D0 NOW LOW - ETA . S•22.1 ELE% • 5191 '�0 8 � 2 w L W _ - b _ N 6 a Ir77J1 300' VC ($�%S1S121 A.O.. K • 110 3.S1% r2.77A.O.. VC IM Mr*./Sr.OQIj ELEV • 5191.1 2.12% • 177 wh 1 E c _ 81Q - 0 8*s 'R•113 ti V3 � • • ••• VS 4 4; RJR 15orVe � • „ t '�" 8 0 nt ott Et-11lW. d :u tu El! t�tliffl+91D' 111 _ - ifl A� ��l (ru.lu OIO% - - - 'IMPOSED 'IMPOSED- t.31% O �� •„e -0 111Y ORME- SrP y^y11 ro t yW1� I� tlUl 221 S& 4. rip �� N. P.a a 2 III L614 Lfl'G6IS 6J �I RS F 2 22 pfd us 2a i.- gIa � �� ' V2 n: 2a ha rte tlPtlR a O >i I:r. O, PBI o1r�pp a an QI a on P I �r,R OI ar.�rep X ID WWII 1 re =�i AT 2* an PeI on • • • PROFILE: ROAD G 4.00 5.00 6.00 7.00 6.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16+00 SCALE 1' • 1001N, V • 20'V 17.00 18.00 19.00 5250 5240 5230 5220 5210 5200 5190 5180 ROAD 1Mi OAD W1 I ROAD U. -;4S O*D V IAYDOWN YARD ROAD ROAD ROAD Tj_v $ ROAD --.ROAD OAD L U f„ -*OAD M CADA ROAD P5 OAD1 KEYMAP 4401K ^OADI ROAD ROAD OAD O 0 100• SCALE 1"=100' 200' EXISTING LEGEND ROAD A K1_Vf%%'V/VZ OUTSIDE OF PROJECT BOUNDARY _j WETLANDS - ii-' --x-- -x-- raj MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE APPROX. BLUE LIGHTNING FIBER PROPOSED LEGEND LIMITS OF DISTURBANCE 910 PROPOSED 1' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING .L u4 INENNI - UGC -14 UGC -1B -UGC-24 -UGC-2B -UGC-34 - UGC -38 UGC IA - UGC -IS - UGC-24- UGC-2B- UGC- 3A - UGC 38 - ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 38 4734460 Pages: 105 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder. Weld County . CO MINN DI gf O a! w U S re W • ,w W� Om ••' ?yS N a • • O Ai II • 6 Iv all A J OW 1012021 .n,. A . 7T.PAMIR 47936 .•IT * .7 •,.a PANORAMA WINO 4 aln.1.1.1. (*I w,7• M. TREW 7 L MARTINEZ !r•. MW.' •J Y .h.4W 4•.M.. b N. r. rAar* 1.LN•I L4110.144t• 0RUWN +••r •.4.• •q••M.. nW.11 . in N•• .a 0A0 -. .Its a IA *4 WOO p-1411. *t -a.-'.' .:l.w LJ .Y 1•.1•. ♦ wee.* n • a3 ' r YI....t.- s.... .•1.r./ I.1 en was act .1 I IIMIN-Nb REVISIONS ',,,.Y :WR'J,. LW, W.0' I r aM a. AV Is 'R... ROAD G PLAN & PROFILE :,.,.L.IL 17;11 i` ..r g ..c 7 kllt .i 7 = 100' C3.31 KEYMAP • c �I W/ �I /- r 20.00 .. 5260 5250 ,240 5230 5220 5210 5202 5190 i >r -INT n+90 -Jr I? X _ J • O PLAN: ROAD G • I. ass ♦ i \ • ♦ • \ ♦ / i • / • • ♦ ` \ + 1 ♦ ♦ • . ` - ♦ / .. , 9. '.�" ��.�'��/_ Tom. .��` - _..�.. T. �� .. M • =Fre 34•W'. .:-yr. irrT- 36•W L: s -f--38xOp 'rJ " r 12 • • i • • N '28+W\ '` a 1C•CC �lN TURBINE T37 N: 1592839.81 E 9445107.70 69=5%14.350 19=5198.82\ a - • r� i J' ROAD -G - STA=19+50.00 TO STA= 38+00.00 1" • • • • I' SCALE. r • 100' • • ♦ 1 , • • • • • • \-♦ • • • 1361 STA • 33.7540 LOW BTA • 3 OS •05.10 ' HIGH BTA • 2043.2r wC11 ELEV • 5200.54 LOW STA LOW E A MQIArN+OOAO PVTE W- A0. •2.33% K • !3A0 ]50.12.. . 24•01 3Y • 5' 0.1 - - —.-- —� latter PIA BTA "di KEN- A01M sass. ]3+00.00 fan � 3•. PVI ELEV • S A.D. • 2 30. 10 6123 % _ •� RSA ELEV 241 AK q?0Mi • - 33% ---- K • T to 15d VC — VAS 1150 VC 150 V1: ,� _ � p-- c Ly 7 Z K a • Wtits' p 8'., :C ; 831 ' i 8 g • ' • .'__. I - at air. nen W W ` EX GROUND GRADE` ...ale O Y g 8' P �j '` h r re L_ ^ 1p 010 s� e 11�° �C - o r. Ygal > 1(i 1fl N � ig 5203.21 og 5205 57 gi .. .(1 a w LI ic 1,h. 1fl h �e 179 '� �•Y�1i RA See 00 Ito ZA 1fl Ir1P Qi b AAA 1f1 •�, O o G r N $ o � . o h � 8 20.00 21.00 22.00 23.00 CO PROFILE: ROAD G 24.00 25.00 26.00 27.00 4734460 Pages: 106 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO 28.00 29+00 III i.tI'k*MIIi' liii 30+00 31+00 32.00 33+00 34+00 35.00 36+00 SCALE 1• • 100'14, 1' a 20'V 37.00 ♦ J ♦ • • 5200 5250 5240 ♦ ROAD W at° Wt �` SII ROAD dRDAD V LAYDOWN ROAD I YARD ROAD ROAD OAD L ROAD Ore" 5 y-wOAO J �OAOIA 5^`` C'A�CNj �pA01 ROAD_V OA0K ROAD R>b RR ROAD OA00 DAD E SCALE 1"=100' 0 100' 200' EXISTING LEGEND Vll7l2_////ll4J r_ 910 ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND F NC 5230 -UGC-1A UGC -IA - 5220 5210 5200 5190 38.00 uhC 1B UGC 18 - UGC -2A UGC -2A- - UGC -2B UGC-2B- uGC-3A - JGC-3A - UGC -38 UGC 38 - LIMITS OF DISTURBANCE PROPOSED V CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 4 UI CONSTRUCTORS z O z Q a z C) 0 .-i JOWe 4 , 061012021 1 +t lY�I 47936 PANORAMA WIND M. TREW I L. IAA RTINE2 ••. S.. 1. Mr iN'AWL to ti .. r 1114.. I.YN•/.11l4J*• 1. O.0✓. -a ..+• • W •. ,tp•••r..... wM r ..1••1 .9 .4.•79. Y r u al .4• .••Yr+•M. NI wee ',Nulls"11+'Pia 1 41.p AIL .1 .1 REVISIONS Lt tent flit. .catr_-a 1as,i• I•. C:w•.t1,tt 11/51. so it5,60 'IL. ROAD G PLAN & PROFILE t i C3.32 5280 5270 5260 5250 5240 5230 5220 5210 WI N. I (/) W =38.00' W�.._ MI k ) t • �I . • u • N • PLAN: ROAD G l 40.00 04, i N I N N • • • • „ • 4 1., r TURBINE 138 N 1592451.41-- E: 3443529.07 ,eg=5223.30 fg=5222:25 \ 1 , ti- 1 NTFRSEC 11•4601412.86 E 3Y421t104Y• MM si.0t,58 N. 1502154.36 E .442826. 40+00 • • PC: 49+80.90 N 1502226.56 E. 34;943.53 PROPOSED T{INF SCALE: 1' • 100' ROAD -G - STA=37+50.00 TO STA= 55+00.00 • EXST UG FO LINE. CONTRACTOR TO FIE .D YERIFV LOCATION AND DEPTH Ii.h3+83 5Y' N N. 1591662.15 E 2442788.41 , PT5ii 3:'(59 E: 344, V83 `35 - • R•'200.80' - - - 1- 1a281,36' A•80.80 .00. • or - - HUH 1410I+ELEV OIr NISTA PV •2.13. ELEV • S237-2 • 47.46 ca 1p Y1 NON HIGH PV14NA.i040A Ea • 40•25.10$ ELEV • S21f.4$ .e - 8 j — REV • 623400 AZ. •-4.14% K • 3410 --- . 150 VC - -�, MELEV•S2tf.tl A.D. •-LIS% Kenai - 8 m Is Y - ` $OI al Oti g tso vc mmm 3! a # Srgi, Q $4 u R iT sin SS3 I 1.3?% 163% s.. „ 094% — R9 101% PROPOSED EX f.YiO1/IMOT '89% GRADE - a^ 04 a^ a re 5 h`r S'_m :f2 to s h� re � fg 5223 54 p 5225 21 X133 n re S h • : n 14 S 5231 72 It Its n e r -'D p 5232 36 R P > N 30.00 • • PROFILE: ROAD G • + • 44.00 45.00 46+00 47+00 48.00 49 + 00 50.00 51.00 52+00 53.00 54.00 SCALE 1' - 100'4, r - 20V 5280 5270 5260 5250 5240 5230 5220 5210 55+00 KEYMAP DAD E ROAD D rLr10A0 Wt ROAD ciLAY DOWN YARD DAD V ROAD I. ROAD lisro CIAO ROAD �OADI W40:::ramiosti ROAD n l:.! 1-IIOAO M ^ t 1 1 ROAD rj[k ROAD PI ROAD OA0 0 SCALE 1'-107 0 100' 207 EXISTING LEGEND V Z777/! /7 . • 9J,, . --*---X-- F0 — — op— — ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION UNE POWER POLE t 4PPROX BLUE LIGHTNING FIBERS 910 PROPOSED LEGEND - OHLS - UGC -1A - uGC•1B - UGC-2A -UGC-28 - UGC - 3A UGC -IA - UGC 19 UGC -2A - UGC ES - UGC 3A- - UGC -3B UGC -38 - LIMITS OF DISTURBANCE PROPOSED 1' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 3B a O erg • t o • Z 6.•2 Lr OW 16/2021 rP., ,(fT ..afl 47938 •c..(:. •....c PANORAMA WINO rr, F.t.rolr.:o.a.. t, M TREW/L. MARTINEZ Mal* •Y ..• .••• ••• 1. •• . 1••.• •gnR,.I I •Aµ11- 0Ppu• N m.. .•I Si rnr.YI••.. •...1. V •. fel .. I.r I I I. a.1..r •rp V I•I. •0411..••••••• .A••. WI NA M.MY L w.WrM•• ••••SV .'IM 4APAtm. tMu.l ..•••.. P• .N., r•., r.. wA N 1 •PMC..Y D•Cul REVISIONS • towbar IWY.o:I 0.W:C. • Cg''7 r1.1 CPV.T• V cc.•.4.,I• c >•IN flat C`1. -[•o , r IMP •• It `LM. r[.•. ROAD G PLAN & PROFILE 03.33 4734460 Pages: 107 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County . CO VIII l FIRM NI I MI H ' Lit I Milli I III 4. CC 5260 5250 5240 5230 5220 5210 5200 5190 • IN TERSEeTION. 0-00.00 N '590322.22, E 3447690.13 I UG FO ONE. CONTRACJOR TO IFY LOCATION AND DEPTH .� if '2.0000 t I SEE InE ERGS SEE E pp��lppN CON TWA. 01 EE1S I ^J PLAN: ROAD H ✓ b•(10 I UWO • \ 1, • i _- ' , . - - 12.00 -- i • L - "it •" • ' _ - - - 1, 4. - - - _ _ _ - ` '/, - - - - - - - - I, - - - - 4. _ -.4r _ -mim.'' • 4_ 0 -• - - J - - �r-- , G — r • APPROXIMATE FIRER OPTIC I.NE CROSSING COWING ION IOWith Ymelt- ANC COORONA'E WITH OWNER DURING CONSTRUCTIOA N 159010297 t 3449359.13 S \ • \ \ "-'• • \ . ROAD -H - STA=-0+50.00 TO STA= 20+50.0 1 ti •0(1 • I • I,1 SCALE: r • 100' • I I • 1 \ It C \ \. . 1 1 1 ,„ t • 1 I ' I 1 1 1 , I I I , . I , ' , 'r, - + • \ . f , e - I -. SCALE 1"=100' "4•'i` .. in ' - ! - LOW TA a 11.05.90 ' d a a • LOwaTA•Z•ei.06 LOW EEEV • 5103.74 20.09 8 $ q L PIA P EV•3TEEST TA • 171]041 t sS AC 6.101.79 a 147% Kr VC 0 X • C N_w " 41 III •111.07 t70' VC wir rot w —in " I an T-• Du rpot J y 27% QTR 474% ' Th/ '1 74% -014%---i t EX GROUND PROPOSEDf GRADE ire b r Imo- a ? " Q• A 10 1 �ryy OI •- iLM Pr >re 1�� IMO at AR p pt ir, Pr >Tds �p 1(� 1f1 t0 R -,at >s�e q ^ N 'AR its �y j7 OI 8 IA j1 9 •-.- RR s its RR sr ^ q C O kk e S pi, `• >rs p� Y1 b A as >tP p 4 b E 1 in ry 1(1 -' 41 fs Pr �e NI a- gg �e �•1 fV 0.00 1.00 2.00 3•DO 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 PROFILE: ROAD H SCALE I• a 100.1. 1• - WV 18•DO 19.00 20.00 5260 5250 5240 5230 5220 5210 5200 5190 0 KEYMAP 100' 2W EXISTING LEGEND --" —II— — ci ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE ti 910 APPROX BLUE LIGHTNING FIBER PROPOSED LEGEND O.A.14- CiK1 pal - UGC -IA uC,C-IB - UGC -2A - UGC-2B - UGC-3A - UGC -38 UGC -IA - UGC -IB - UGC -2A - UGC 2B - UGC -3A - UGC -3B - LIMITS OF DISTURBANCE PROPOSED V CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 3B 4734460 Pages: 108 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III A- 3 0 egg � •• 41) • • Z • p I E C4 ILl f►1 CONSTRUCTORS 0 z 2 LL' 0 z a ••r 09 116/2021 47936 -C. (C :�c PANORAMA WINO 1 ,L'.,.C N•co4M.T. M TREW / L. MARTINEZ •, n Nr• • VI -1t-{N !N J••, f, ... P. -•Lt. "M.•, •I tMAW $ P.0v .•..• M w r.M.M.•.1 •nob•.' N. ea ln14n, l l • as Ir ••, WI lit* .•h..--.' •.4„•w •1. eel h•1. III unVaWY• - Piny liner u r•.u, ha' %i.% •rtw l It • ..r.n x34. .• y.• -I I MVI.•.. (••6GI REVISIONS v..0l.rl +ry 4 v'4P tit,' ,Ir. •? r..A4,Ira 1}• rho., *-'_•'l' .ti•, ROAD H PLAN & PROFILE _Jr T=100 a. C3.34 • • • 20+00 5240 7230 5220 5210 5190 5180 5170 20 • • • ♦ • • • •1 22.00 111 • I I • • N, , ` ItRSECT10N N +••M)2.44 I t 3450250.47 SEE SHEET-CY:36 / l S 0 C ?L� 1 ROAD -H PLAN: ROAD H • • PC 27.98.22'-\\ N 1590443.011 F 3450485.75 I R•300.00• 1.129:87 40•� 26.00 1 • r I PT. 29128.04 N 1590476:08 E 3450610.24 1.44- 28.83.13 N: 1590452.78 1 3450549.79 1 • / • • • I ROAD -H - STA=20+00.00 TO STA= 41+ A 1 • ♦ I ' • ♦'♦ • / • , 1 . , • • .' J / - EP 41.78.48 N '591045.20 E 3451723.85 PPP ,a/. ' , I TURBINE 7¢1,', M 1590933.96 /E:3451509, / 09=51$5.51. r, , tg=5182.1,' / .' e . / I•• - - . • - I ' - '• , , •• • - . i ' • '' ''•/'' • • ' ' • / .. . - -• , ,- / f I/ / ' **it - / / t 1 • . l / ,/. / , ,//l/7f/1111// ' II I /'1('1)1 / e/ , SCALE: 1• • 100' • -- - r - -- LOW STA LOW ELEV PVI6710. - PV►6kEVI-s{•46)• a 24•)5.60 • 51131 24'OOA0 - LOW STA • 34•40.1• LOW ELEV • 516I.73 4o4STA.34.1000 PVI EIEV • 510113100.••21714 A0. • 2.1114 K.70.•3 - - NIGH STA•J7• NIGH ELEV • 510 PVI STA • 37401O 36 .49 1� ' - - — _ -- A.O. • K • 7i.03 150' 7.00M %c + • H � ; �R -PW£t£iI-stauo co SAM 150' VC Z- • V! 831 1n ,J , vim `„, gv rem,- Alt y tviiill • W M W ^ to M • km N n P n • W II YIt l IL -?T1% O •01716 Pip GRADE ill EX GROLMI tar••IRTAtf1•l4•eHIGH . II HIV • 7+V1 STA • PVC ELEV. • 519905 �$ 22.00.00 r' Sl•6A4 I • N i tt 1 I.00%- I SI% 1- a �. ., - A.O.• K•72.6J I5o 2103 17Y vt Gaaf� I — — IR yy h t -- -- p O qq n w e >; -- -- h ~� In a vs. �R u, in tai r u, 1 : 1n 1;' .. r> SC Ig 51Sdi0 ag 5193 89 pp�� tl •O$ in P X11 y 1n We ^ M^ _s. I o IP2 �qIY kg; 1n p " vi SP Teve in AP SI MI h g'P i �'pAr r vi ii1P i II�D 1n S',a A �1'1 �iOO ,A SP to yI q VP 2� O n ,fI PP 131p� ID n •(j Ii- a eD h !s • • • • PROFILE: ROAD H 26 • 27.00 28.00 29.00 30.00 31.00 4734460 Pages: 109 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes: Clerk and Recorder, Weld County , COPA11:11Y1Cii 11111 WWII%) ILI 32.00 33.00 34.00 35.00 36.00 37.00 SCALE 1• • 100.1. 1• • 20•V 38.00 39+00 40+00 5240 5230 5220 5210 5200 5190 5180 5170 41.00 KEYMAP ROAD V -a*OAO WI U- K1s ROAD RAOAD V 7LAYDOWN ROAD I. YARD ROAD 1 OADL q •o, Al ROAD El -ROAD ROM 0 (Z -ROAD J M llf�y/`I/1} �OAD I ROAD Pc OAOK LL 2 S m O C m 7 z SCALE 1'•=100' I _ 0 OAD E 100' 200' EXISTING LEGEND 227ZZZ27TlJ� —•-- Le — — arm ra' •w 910 ,.0 ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED V CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING - UGC -IA 11C.L'-18 - UGC -2A - UGC -28 - UGC -3A - UGC-38 UGC -IA - UGC 18 UGC 2A - UGC 22- UGC- 3A - UGC -38 - ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 3B 0 kg W /n r2 .• ;IPA • • z r3� • O - • ` ^ 81' s AZ: a• O POP Ime Q W CONSTRUCTORS z aZ� Wid O z Q a 1•., 01510312421 •. It. .. .E<- 47936 C. U. .,h PANORAMA WIND M. TREW l L MARTINEZ S-..• - .•, •IN Ax..-.. •. -, P• ..'.4o ru•n, N Iyl,vt • 0.0Y• M «, ore ti ,•r••M14•.• rota r II /M •M 1N•r♦1 I. •ANIr .M •••1••• Ahab.* I. ,.• .•S. w#410 L ak IrMIV/Y,••n Wane WAIN! u4rYVM 4Wry,M1.W n• .• M{• • 'saWI N IIVA CyI t. REVISIONS W •a • l},lMV:1 •...T..1I:. ROAD H PLAN & PROFILE 1 = 100 ♦.v: 4eYn- C3.3S In I F C INTERSECTION. 0400.00 N: 1590432.84 E 3450250.42. 5230 5220 5210 5200 5190 5180 5170 5160 PROFILE: ROAD H1 1 O i le . fg=5191.99 I ROAD H-1, C i .N. \ N. ;N TURBINE T42 N: 1589783.8Q E; 34502t8.48 • eg=5191.61 ROAD H-1 - STA=-0+50.00 TO STA= 9+00.00 etakes, ,I 1I r 1 , 1 ,/ ,•/' as $• Rf a i a, aid m Ai in Li, 4>• 01816 —�'`_'� O� 4_� 81r EX. GROUND � PROPOs3EQ GRACIE 5'#%___498.7 wlsrA•s•eoa� TAs-s0".3 . %I 5.21 1` f:R r; uAne LtY 7813R IOVt 10a.EtEv I _ '. '"� UD XS on 2DC A.D. •-s.ins K•'VC VC iit Z* N,/, p • g B $ Z* .,; • am h Q' h n� Fa h • :o 2* h_/I1, � iS a a h it nig& P6161561 Ifl 2 2 e h to x 4 h • e 0.00 1.00 2.00 3.00 0.00 5.00 8.00 7.00 8.00 SCALE: r • 100' 5i30 5220 5210 5200 5190 5180 5170 5180 9.00 4734460 Pages: 110 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes Clerk and Recorder, Weld County , CO i II P aliff OOP 1411 till SCALE r r • 100'1. I* •20v ROAO � ' r Wt A's ROAD LAYDOWN YARD ROAD Tj� d( r BROAD V ROAD I OAD KEYMAP ROAD Uj 110AD 8 y-wCAD J ROAO us.OA0 M ^�.n . �OAD I ROAD P> ROAoC OA0 0 P I OAD E iN{8O�/C9t]VN SCALE 1"=100' 0 100• 200 EXISTING LEGEND --ate- r0" 910 910 OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED 1' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE - UGC -IA UGC -1A - LA:C 19 - UGC -2A -UGC-2B - UGC - 3A - UGC-3B LIU -IR UGC -2A- UGC -28- uGC-3A- uGC 38 - ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 38 a. O e o�chd • � t7 o st N Z TV io, •, o ; ohe,v - ° -d i .4 W �1 CONSTRUCTORS z 2 0 z a .1 06/03/2021 6'..t r'..,poll 47936 M. CV ',LE PANORAYN WINO Ile...4r F.• -g4µ r, M 'MEW/ L. MARTINEZ ...• M•-• • 1 ..a /.: w...-. t. r. r. Niel. or ^.w .d M ••:'r•.u•' •b. yY. ra • .A..x. •4 '.•I t.ai ... ..� 5,41.4.W-S'to .'t... y"du.,.`., n..r.. .• 5. ... I ''MM✓.. a _ REVISIONS • w.•rx/•• f 'p',. • 1-LAT•...15.•M1 IC., ROAD H 1 PLAN & PROFILE 11-1... C ,r 1=1W .Cr , 1' 1 1 -c/. C3.36 5270 5260 5250 5240 5230 5220 5210 5200 • • I • • OTION. 0.00.00 36 NtIL zo,,-44\3/4� 16 • STOCKPILE TYP. SEE EROSION CONT#OL.,S►'EETS 1 • S. • (AD PLAN: ROAD I ) BEGIN ARMOta D ROAD I A5.8? ROAO.1 �. `VC Joni TURBINE'T23- N. t5�96309.98 ` E: 3441"955.27 r�' 4.5220.'69 \ 1 =Z223,00 ,> t • a I/ I• iI • ARMORED ROAD," 6.78 PC 8461.44 N: )598242.27 3442095.03 a ' I •'t • ` • , Mid 10.66.94 N 1598028.82 E 344201122 A R-300.00' L=471.00' 6=89.95 81 8 i • l • • • • — • \ • 1 • • • 1 , l \ PI 13.22.44 N 1595936, 72 E 3441800 93 • SEE SHEET C3.38 PROFILE: ROAD -I - STA=-0+50.00 TO STA= 20+50.00 \ ' I • • I c l ' ' l • I 1 SCALE: 1" ■ 100' • &TA 144.+4 aW PVI STA 74.3151 7.3[OYq - L)7 WOO. OO. k ' H S tArS V tQ II < H Et = 5229. VISTA .11.30 ':� 3/Rc'p�-•'Tr1 �. STA Si Low truly • IL• 75.94, STA • 617416 a.21fLJ - - - .. - r ' w .HIGH 4 —. - me.n ,o • C a ' 'fl A - Pull STA! 11410.00 ' t� 45 10 •4.406 P"k i�th E } PVT Ea& a 5u13M •3 MEW . - - - --- o� --�: t1 AO.r-1.9MIr salts �. pp1{ Ya 1 . s Ka1.06 f a �— - I O. • a Ki`.0.16 Ks1i.M - - - J tit VC 100• MC 150 sec - ��.r w •Y -- -� - - kt C h' lit 42 i•!i Y Y AU 1 _ 6RAlJE Y I u Y 0 I II •ti �' 0.37% _ 1 )rx 1— •E�4 —ti —♦ r j1r K•00.44 5Z71.io . vc r��.' EXQ701/ND1 iSAk f - — antayA 1.•¢'"" lr r 41 � - r--�>�•e}��-! _ _ ON ION a ter' �L _ - - Ism • A "VI EIEV` Y _ , St...1.J4 SO 1 -- - - 4. *— 224. . — --- 1- - • I sia Hwy Y/ Par ��lyy1 111 Pas In h P2 splyy MS P 5221 55 �Ny Vf 2 Ale: p 5211 77 lel sCli hy to •fl 2 P2 g shy R Y3/ ta' yry1 may I , 3/1 shy 3/y P2 pn h in Pa I�py� h yhj Pa •a, ` q Pa �(p1 PI in q Pa 1[�! PI '�-1 1af 3/I ar to h S � Par ,Ipl� a 1 � PP mry PL p�yfNV� pry „f 2 P Psi {pry • • • • PROFILE: ROAD I • • 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 SCALE: 1" = 10011, I' = 20'V 16.00 19.00 20 • 00 IAYDOWN YARD ROAD 5270 5260 5250 5240 5230 5220 5210 5200 ROAD NIA 1OADwI ROAD orcrid, OAD V I� ROAD AD ROAD T OADI ROAD Qn- to*o 0 6 Len (�aORDEAL. ROADP5 OAOK ROAD 11C� ROAD WOAOO i KEYMAP OAD E AN-C900/CBGVN SCALE 1"=100' 0 100' 200' EXISTING LEGEND Y//177/_//7722 IAl .•( 910 ROAD A OUTSIDE OF PROJECT BOUNDARY 14E TLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND - UGC -IA - UGC - IA -ULC 19 U1,C-19 - UGC-2A - UGC -2B - UGC 3.4 - UGC -3B UGC -2A - UGC 2B - UGC 3A UGC 38 - LIMITS OF DISTURBANCE PROPOSED V CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1 B COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 38 !;fl O Ce • C-2 • Z �' v • O iJ E Po W Y•11 CONSTRUCTORS a 2 cc O Q a- 08/03/2021 1 ,t . I nt 0 47938 .. in.- 4..4 PANORAYN WIND M TREVV/L MARTINEZ ,•r• •:t a.... 4.. , ..,'. t' • . I. .•kar• Oh WI/ •• I A&'u'r pou.--a •V. ..I w I•MIM•. a.one- .• ..A • Ian I I • u.a.I 4' -.. W. V••. *a•4•-• .. • 3.r• W • a ln'••.t w..W Wl' Mal. it Sala I,.al.A I. • 1W N..r.•., I ♦ w, •••war 'o •. I.' WWI. a -lt. ,i' REVISIONS rwWaa A ..1 .41r. 'r M1 . &!A' 1. 1 ....II -It'' ROAD I PLAN & PROFILE r Lc[:Iv • •. '.lr .a I .. Sr 1 =100 C3.37 4734460 Pages: 111 of 223 07/12/2021 11:00 Art R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO III lidgMtiffili 13/4,1i III • CAD PLAN: ROAD I PROFILE: ROAD I r Cpl M o I- I D. 22.00 W LU = I ROAD4 r •4,YY1 __- ys.JT •N -37t1-- v' 5280 5270 5260 5250 5240 5230 5220 5210 I' J 1 1 r r I n r utP 28.39.02 159.5908.11 Ems: .2•41 J TURBINE 124 N: 1595912.52 Ei 3440684.61 eg=5236.87 - 19=4232.00 r i PROFILE: ROAD -I - STA=20+00.00 TO STA= 27+50.00 i Nrit - /MGN PANT 9IAa t taw • • n ilia 4 n&oc- 1A - -- - - all OJAI D.s • r _—�- —tor IT iii^•- 0 -287%- • 222%— p► 4 i PROPt'7L GRADE I: . 1 • ai � $u O tp n. i `ri" is 4 ra gP 20.00 21.00 22.00 23.00 4734460 Pages: 112 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII 101.0FINIVITIVINtiliiilIMV.rlifrilllinlivii11111 24.00 25.00 26.00 27.00 , 5270 5260 5250 5240 5230 5220 5210 SCALE: 1• • 100' SCALE 1' • 100.4, 1' = 20V ROAD W, OAO Wt L1- 1 ROAD Ur. OAD V Ott*, �TJ LAVDOWN ROAO L i YARD ROAD 1E,�R% -O OA0 OAD L KEYMAP L ROAD Ms., OADO� }�IOA ROAD 404AD4K &OAO1 ROAD R/C ROAD -.ROAD0 0 100' OA0 E SCALE 1`=100 200 EXISTING LEGEND --K---x-- rc 910 ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED I' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING O•RA- - - UGC -IA- UGC -IA - UGC 18 ULC 18 -UGC-2A UGC -2A- - UGC -2B UGC -2B -- UGC -3A UGC 3A- -UGC -38 UGC 3B - ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 •t 4 W CONSTRUCTORS 0 z 2 LL O z Q a zg Z C g 0 J 1-P 061032021 Ca -tc-,...ima 47936 PANORAMA WINO ,t!K.•t: t-. 14111.4.p. M TREW i L. MARTINEZ . .. s. .ni-a ad a W. tl ••• •••• 4••(I1 este•, 1yy(l.A0t Qt*e. w Msenes e..•.M 1..11tfit• use) Itsl'IMY.. YA•'.• • S... 1.rw1•.411 weat.. :. •:q NW •. •tr.a l.w qm..y .•r nal l • ....r•• •.. I.J IYMV• I,.bat, JI REVISIONS ttsrq ft'. '.V.7•rr scat t% .t 1M•. '.)'l w -t1. ROAD I PLAN & PROFILE 1 - 100 C3.38 ick) PLAN: ROAD J 5340 5330 5320 5310 5300 5290 5280 5270 PROFILE: ROAD J w w U) °Cr.y INTERS-Ny.10N 6100.00 Mtifts' N 1596977 I. E 3437125.7 Pp. 2.15. N 1597192.5: k 3437114.40. ROAD -J /S I N X597 �� E 3437114.02 �.\�,. T_ '" PT 2,38.68 1-� :' r N 1597213.88 'J••. F 34371'4.03, y ,'Lte.4 1 EP 8.22 06 N 1597798.85 is t E 3437128.78" PROFILE: ROAD -J - STA=-0+50.00 TO STA= 9+00.00 TURBINE T1 N 1597598.89 E 3437123.74 eg=5297.00 (g=5294.27 •- STA4415.00T• cLGV . STA r 1,040 ELEV r�2941,8 AD.•-f61h. K•31;10 6.44.110 00 rq 2 •1 'n — $ — t!. •.r :7; t m — e I - R '. • • tom wS o1 µ-! Z- :8te S v • • ]z� • q . -_ x 'I-' 4. _ _ n ; • ; 2.089 eas—PRGP : I 2.55'Y• . °RADE • ' f • . � 1 a hle -p• re,Si* ire XIS tie re - Iz . n'� 5* s Ire SI m �` (g 52.46 i9 5297 64 s 0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 5340 5330 5320 5310 5300 5290 5280 5270 9.00 SCALE 1• • 100•M, 1. • 20V ROADOADW1 ,ticriit44OA0 V LAYOOWN ROAD L ROAD YARD R ROAD ROAD ROAD R DAD T ROAD N.�•1 �70ADAD E Q- *DAD M OAD R KEYMAP ROAD CAD D1 OAD L OAD J CADS OAD I NAD83/CO83•NF SCALE 1-=100 0 OAD E OAD F 100• 200 EXISTING LEGEND ri/rllr/lril/� - -x ,n x u 910 ,.V CC ROAD OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED 11 CONTOUR lame UGC -IA u(.>(: 1 B - UGC -2A -UGC-2B - UGC 30. - UGC -3B UGC -1A - UGC 19 UGC 2A - UGC 2B - UGC -3A- uGC-38- TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 3B 4734460 Pages: 113 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder; Weld County CO Q W ONSTRUCTORS O z 2 Q 0 z Q a Ug 08 I-, f 09/03/2021 ,C..4r,.a..Aa- 47936 .C...C L" r.1.T PANORAMA WINO ft tiAlt. t.F, tU„JMFf M TREW / L. MARTINEZ • •-.. MW,. s4 •aaa. I. n.. r. • M.,.• Y,Ma1 .1'Maui 4 OA J V' IN •.-,w •.,N..•w•.• •,•V or ...oil •• VIA tit „• statist erg atettaat ••I... It .e.•. W •4110-4•116. wawa.• b.+-O,f %a...rata L... Away• -•-,•at• .u•a. r4 1Mt. J•C..r REVISIONS rya„ , .IW'G.J 'L-LR R... ROAD J PLAN & PROFILE C3.39 iu NJ�1PI�11l4f?F+�iW}RIIirItiYw�}Y�I�Rf11��4Y4� III II I 0 a 9 A Q) M ch U LROADJ wI w = I. LLI U) wl � I I- t 5330 5320 5310 5300 5290 5280 5270 5260 / I i • - . / / / I / / • / . / / I.. . " 1 , , , 1 • , , ' i , I/ /, , 1 /, , , , -/ , ', /, I , // / , _ .. / -v - I / / -, ••''' _ - I_ / / / / •- V • /."PC2.22.64 - - -_ - 1_ N'%?96754.96,_. `\ \ - ` - `' 37134 42 / / • 4'}00.00' E C( P. I - 1;35' SION SHEETS "C14/4.90.3 N. 1588'496.13 / 'E 3437059.70 • REGINi ARMOR?t43AD ,SIA61•11 , 1 1 6 • \ 5 ', l 1 \ • \ \ , • , \ \ • MATCH LINE SCALE I^=1011 0 (}PLAN: ROAD K • 100 200' \ I• • Eyp AkA4o6tED PT. j•73.99 / h A5$345/84 - \ n• , • ,1 Ii 1 1 ♦�`� I`%.% •, 5 ` / y• IfJ ' ♦ H t` I II- ,,. 10.03 / I i _IN-CBO3eCBOVN SCALE 1 =100' I _ 0 w.� • 100 1 12290 200' \ / / • ROAD -K -, -�— vs-no -vB ]7q vek 771 r TURBINE 725 'N- 15963'10.89 E` 3436146.02 eg=5295.12 19=5294.00. PROFILE: ROAD -K - STA=-0+50.00 TO STA= 20+50 SCALE r - 100' • I I r Ci RI U 1- vs -m —v - ..I m —.a pan —.a is it w w ►noN etty • engirt 1Qtso— 4:6011a01.444614411- — — 1P+IJarh• � -.., i IOW tTAAr- 3s — — LCW4 A • [•l1.Ii WIN 4.614 a Una _-7.1R A rt•1i.0D A,O. -4,11% x42221 ti — _ —•— In Low eteV • m4 0 • , -4 —e ti �flSTA}2•S9C0 —�, __.- Aza -.44464.4.4.04,4______. • 120 VC • • -AmatoMm - - --. $� :i:• s 1La 1211•Cr-. A44.- 11.24 o Jaw K • - - -�-=s Mt 1 /8 -- ttstvo— 1 SSW 2211_ - - -- _ a pROAOSEO- S. ? - _ 31: iv _ - EYGD JA . ��•• 3Q H EIEY•S21Y14 1?~ HIE*6TA HIG.. - 1 X11= - -'_ ._-_—L -•— _ 2t AA — a a - At=a• •-• - K - I{. III -- — .— --- ..- — — -- - � , - - 1 ap laZO q'C, i ��y h �, ?a 1pC A N r^�. t o y '10 a le la h o r Eg 5275.4 .g5280 41 Mr VC -Tg 5277..321 p 527317 n N O 2 1g 5273.70 .9527650 qI N ph ry N 2 S IV CV it CV m 2 fg 5287.06 9 5291 98 p� 1.1 S - P2 y� pmt 10 h �p� •1•C• phi Ip N� i p A ('�N� P2 � 1p;•�1 g pIN 4C O �m�p yq apfVn P O p�� 94$ `�',N .a: q�1 0 p,IN P2 P2 ppQ�� ^ �M�f P2 o�• N a ti a • • • • PROFILE: ROAD K • • 6• • 8• 9.00 10.00 11.00 12.00 13.00 14.00 15.00 18.00 17.00 SCALE I' • 100•H, 1' - 20V 18.00 19.00 20. 00 KEYMAP ROAD%LI OADW' Li �J ROAD •• frOADV LAYDOWN ROAD YARD ROAD Tj., ROAD eifIOAO 6 N Y OAO J C. �OA P� ^`�^`• ROAD 1 ROAD RROADM ROAD •. _ 3 OA0 0 5330 5320 5310 5300 5290 5280 5270 5260 DL OAD E EXISTING LEGEND P////////l//lam --x--x-- F0 910 °Hu- ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND - UGC -IA UGC -1A- UGC -1B UGC 1B - UGC-2A - UGC-2B - UGC -3A - UGC -3B UGC-2A- UGC-2B- uGC-3A- UGC -3B- LIMITS OF DISTURBANCE PROPOSED V CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 38 4734460 Pages: 114 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes Clerk and Recorder, Weld County , CO O=LLC • V leg .o • • • Z TIC dn O ••6 ` s l P., • CONSTRUCTORS Z 2 O Z 0 06/012021 r' I n . / •.rtf 47936 Li 'Aar PANORAMA WINO Lc q#,#.17 F•,:G•AA.t• M TREW / L MARTINEL '. Y\ •J ws.JrA as,* 41 •... .. -la. yif•I, II M.(%! QIYV. e. • IYrs►•a.a.anos* m.. peg sal ..'.�•. ...n. a.n .MI1.vr.' . a.•.. \4'S Ward I. vS' O. >.a•Y n.• u ga.al..• .W tip ream./ L ••••.•••• w D. L. ••• • .r,yyLN• •+bv' REVISIONS V/1Q(/I r u stair+aw RAIN /^C;•a.fr�`\ ROAD K PLAN & PROFILE 1' =100 C3.40 III MEDI Y let IA I KEYMAP 0 v ci F- LIJ LU UU UJ U) (A)P1.AN: ROAD K `_330 5320 5310 5300 5290 5280 5270 5260 .,- /". I PC 24.77.32 N 1596932.5E E 3436182.67 3 44, M&L 26.41.06 M 1595852.44 E' 343504218 300.00' L -327.46 • • GP: 11 .71.39 • 1 Nr159535t47 i E; 3434878.59 \ PT 28404.18 N. 159571168 E 3434963.98 - . PROFILE: ROAD -K - STA=20+00.00 TO STA.= 32+00.00 \ .,•A,-...rSm- \r -m- NUR 15fM49,0 \3434925.0Q 07.08 195 r1' t. .— v • SCALE: 1' • 100' II 4 I t 6 • X7.4 i.21 eg �,�.."� _ 1.orlori6TA ----=—% �►1 `, ft .1 PVtBTA*� PA Eked A.D ?_7.1000 • Sallr a -I 4414: �r i J -- • •rni n i -- Jew -Lois - 8� •. to VC —2,--O k. ^ T R J . as ,~ a x T __ - ♦ .— - - - •• .k 1 - 1 - _ Ii I(t IM1 „ to yyaJo'.tl $P �p p f'1 y to r2 Ip��ipry0 1.1 $'P 1p�pIA°IVpdp 1'1 Rj $'P �I i $'P • i pis; qp�O� ; Ip O to ph N g I)`w .2 $P' 20 • 00 PROFILE: ROAD K 21.00 22.00 23 • 00 24.00 25.00 26.00 27 • 00 28.00 29 • 00 30.00 31.00 »0 5320 5310 5300 5290 5280 5270 5260 32.00 SCALE I' • 100'N, 1' • 20v LAVDOWN YARD ROAD ROAD PONalit*" U a -ROAD M ROAD ROAD R SCALE 1-=100' 0 100' 200' EXISTING LEGEND [ZZZZZ:2ZTllll/ — —z le - x- - 'at — ow— — rOj 910 ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND Of 4 --- Cal - UGC - IA - ULt. 18 -UGC-2A- - UGC-2B - .1GC 3A - - UGC -38 UGC -IA - ULC 18 UGC 2A- UGC -2B - UGC 3A- (LC -38- LIMITS OF DISTURBANCE PROPOSED 1' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE to COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 4734460 Pages: 115 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII l�.� 11 JAI ' r��I I�Lkillyi Jill 0 tag O z a - El r 08/0312011 47936 I -C, ..•'ILA - PANORAMA WIND t tiv..(;.P' r'DI Mall M. TREW I L MARTINEZ I r. ,. San O Y. P. .. Ja.,•.N01II IM.WIn O•J4• N ..w peg lee top YM... Sell •.. elk ., nil,. IN .a.I M •. ViW .'a.-.. • .a.... beg ..1/Iwo,. it 00. .s... S•s u n•a r.. IIr N ..M.d I. ..� n�rt. •. I ••WC1r(AC VI REVISIONS M,D41I ,•UDY:d) r r y. MOW iuv..w•1c•. ROAD K PLAN & PROFILE AP a1,FTT;7 i:, ,„ IC.... r 1-=100 C3.41 i 5460 5350 5340 5330 5320 5310 5300 r-, S`- / - e • t STOCKPILE WP. SEE EROSION )ONTROI SHEETS 1 4.W / I . • r ,7_ • -BEGIN A5NI9REDROAD Sift 5+74 • G+00.00 7 7.46 1 -n J -• • @D PLAN: ROAD L , 6.00 0-00 . - -ENOARMONt U H(IAI) / , - • - STA 8+82' l r , (1 /.1 J 1 • • P• 10.011 ROAD-L•c- I 12.00- 14.00 it 16+00 7t 4f• PC 17:8.38 / N 1508511.78 / , E 34334/8612 • -TURBINE T2 N. 1 9846..55 E 3.433317.84 eg=6310.48 Ig753'10.48 / :if\ � A' r r ,, I�V ^3' / �/r /A/ • // - -//7/.4-• - '. - soy / / - - , PROFILE: ROAD -L - STA=-0+50.00 TO STA= 20+50.00 C SCALE: 1" • 100' Me 17.90.43 N: 1508579.48 E 3433421.41 , 17:18+64.48 N:159884423 , E. 3433441.79- M R-aoo.ar . y •- ' L=136.10• (V) =?5431, 1 IW , Cn t( - -� - - _ _.. -` way 43•32.91 STA. •C00 ` •�yAt3�Nty6�t7�A.�t liGliae • 7112* ---- 124~—' t LOW 61M*1t• CV•tl AM 21 -- - BURMA - t ►1R AIt17410.0D -- -T- - /ROII(►4i'1Ht0:N- .- t1�tifl : Zi R14St7-- • ETA tt4ll - - --- AWRTA-I3 Ic .00 PVI MMA•15.1 1?VIEO.a3 AA._0.71w .43 -. w m A. .4.a7M ----" - - I. KEY STA • 1.4040 ELEV•15306•` N07.0e --+ pPi crA.HJO�Oj - - — - .. s t _ as - MELD/dalla- V _ - - 'VI AO.,, tCt'V = 17.01 Y. _«--.. - St 5 5' .— ' - A:e:•5415% 1pWFtEV•57o7 �6 CC t tGr 150' VC VC • $rA►Mi.00..0¢ ' 4-44.61 - Alt. • 5title1t10' K • 100 1 4.M EL& •5303 1 - •.. x — - • -- VC7 _ -- 3G . - 1 VC 7t 8 O r ix. PLO, !.44.4.!4._-, _ - 4` • _ _ _*., n i - TOO VC --- K.:O.M - r4)---"' ^ Q. !. ,— Am r.. rm '— o tP in —•t 15D' e- _ - - t Orr. 1 �y JL R ---_ I • �., U U �� --—. ? n d _._I it • - 1 _ w •� 1 _ Or .- •I' 13 4.D_ 1 `fir •Cia la la La 'I Oft 2 75.44 �' . _ er -- .Z • -14814. •3.epk .38%US >6S 4,5 •r Nti �• • I- P--- t C �Q 4.Q' N O iE4 O A Of PI � 8'18` •.�- r >sa ry t NAil H• rg 5304.02 eg 5304 46 n •'+ Q rP n gip .O t•1 NV� 8'•L* p �' .1 S f9 5311.64 eg 5312 37 (.l r o � P �.Q' ��{�.1I N ~ SP n e S' tp 5311.46 �p531339 tp 5313,70 op531545 (V 1.1 1� N on 2 S.B' 1` 0, E S 5.41 N 0+00 1.00 2.00 3.00 PROFILE: ROAD L 5.00 8+00 7.00 8.00 9+00 10+00 11.00 12.00 13.00 14.00 15+00 16.00 17.00 SCALE 1" • 100%, 1' • 20/ 18• DO 19+ 00 20 • 00 73%0 5360 5350 5340 5330 5320 5310 5300 KEYMAP ROAD V. 2aWow, L4 ROAD QMOAD V 7LAYDOWNTARO ROAD iI f' i ROAD 11-ti OAD ROAD e11OA0 e L OAO �+•J ROAD ROAD �� run /��yr ROAD IJ `rl� 0413 O DAD E OAO oAo� NAD83/CO83.NF SCALE I :100 l - � 0 10O 200' EXISTING LEGEND V1///////1 _1 - :1 :IJ0 - ;n „. ; * .W rO-1 910 ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED V CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING 0+1U. -- - UGC -1A• UGC I6- - UGC -2A -UGC-28- --UGC 3A - UGC -3B _ - UGC -IA - - ULIC 19 - UGC -2A- - UGC -28- UGC 3A- -UGC-3B- ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 3B 4734460 Rages: 116 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes. Clerk and Recorder. Weld County CO II k rid lv, Ki 1 I YEA 1liii En 8 &c C oft m as w ii 555,4 g ,� 5 O §1 W I►1 CONSTRUCTORS 2 Q O z Q a. z 8 0 -a8 W r 06/0312021 nr-xr-7-7.rn _ 47936 oe rl•'•1-t PANORAMA WINO 1t N+u.[.er 4 ce.M.,. M. TREWS L MARTINET 1•.•'. •: w•r.4a s....• n.. r. -.M•. tw•••a• ty.•W 4 •.•it'.1 -..-. a••••w1•e•••••r..• Mw " -a -<I1. M.s w• /Y la/14a• ear •• 1... W 1•••••• I••tiM. I. .••w f•• LL ••••(.4.0 •1•N sews t• - -.•t•.•• .w t 'MUrlp' . (..• -'In.; REVISIONS u r.-+r+►w aV ll* rf Ccat.It -f. 1/8,41I/ 0..L• 'IL•. ROAD L PLAN & PROFILE r.$.Rrat'In' .r Ai ..•,r -•.r 1"-100 C3.42 KEYMAP SEE SHEET C3.42 53W 5350 5340 5330 5320 5310 5300 5290 a- • - 4. O PLAN: ROAD L • • -- r. • • ♦ I ♦ r • • • t • . ♦ ,• ♦ • • ' • • - — .. - - - - • ROAD -L • • • a / I i . . 40 • • • J -� • • a PROFILE: ROAD -L - STA=20+00.00 TO STA= 40+00.00 I r ♦ • • • I I- / SEE SHEET C3.45 INTERSECTfl v.:600Y0066 SCALE: 1" = 100' , ti 4 O 0. RFGIN ARMORFD ROW) STA 39+97 II • • r- ,. 40+00,, I - 91A - j+ P. Tr a1AAL r - - - .O EIEY STAa 57 tia aeOJD -'- - f ETA•IIO.e _ _ PM Sfl1•J6•J!60 L I Ira _r �60►1 tar PLR ELM/ I 6:A a i Mir 4.pne p e. • - tall to _ s5306.66 a 3#.tOs0 a' _ — 6TH A Ct .— WiE4EY•1S31A,7T,. O .AO_ 9e— r ---� —"' - - ��_ _'_ •55101 4.33,44 5CYC -- t o lent mix -r. k �� - RSo' 1. N ' a - - -' — _ �— _.—_ a tr/ A: �q r ` 8 ' - a it • - 017% 1.07% — {d • �N! 1P 8 ._ 81p 01� , , 12 II: .- n• It 01 :O fVv) m � 1P c. Ccv O ^ 12 N akn b lid P,A id �. INS 23 tD �' as }IC „ Imo • 23 t1D b It i(i 1D w Pt Qom, ♦f 111'1 tie 2; S$ bO N '- PP M sa et fir' S 12 P.-. o Se 111,06o 1A 11fi'fl,e 1$ 20.00 21.00 22.00 23.00 24.00 25.00 26.00 27,00 28.00 29.00 PROFILE: ROAD L 30.00 31.00 32+00 33.00 34.00 35.00 36.00 37.00 SCALE I' • 100'11, 1. • 20V 38 . 00 39+00 5360 5350 5340 5330 5320 5310 5300 5290 40+00 I ROAD W. CSAOADWI ROAD titandrOAD LAYDOWN ROAD ROAD Tj YARD ROAD CADL ROAD P"4,, �j ROAD E I I (Z tOA,o.,J lJ �oA0 u �^`` ✓tjfM/S "'titOAD I Rw0 r V wD K ROAD II ( ROAD woo .e SCALE 1100' 0 CAD E ROAD A woe OOAD L: EXISTING LEGEND 1- • '_'_•_•_•_'_1 11 -_ raj 910 OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED I' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING aRr Pal UGC -1A- UGC -IA - -UGC 18 UGC -1B- - UGC -2A UGC -2A- - UGC -2B UGC -28 - UGC -3A UGC 3A - UGC -38- UGC -3B - ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 4734460 Pages: 117 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County . CO Ill l !.Ir l� 41� N I f h ! rl' �'I iL? I 1 ` II ■1 �PI'�41+�� I M ��Itl III II W CONSTRUCTORS O z 2 ce O z Q a 2g e8 Ott/03/2O21 I.:, try, ...,afa 47936 K. ':-,,J PANORAMA WIND I.`4I-KD••' ra•M. I. It TREW/l MARTINET •Ar11=. a•ass a. rn.Ow. *Nall Plat. •• 1M.vA DAD••' era •.. M 'WSSM • e.*r.. NN as t.^/ ..11. titan* b air rw• MIL. •• • Mn Mw11►Ya. ea °a ♦Y/r Imo• .♦, ..F...11 . ••.'q•a.1. , •nt . REVISIONS wtw•• ewr�'` • cw*p 14v t• malty Or rratuf• Alfa LI IA A..F'R,N ROAD L PLAN & PROFILE - %.t.,,.17 . • !, 1 = 100 C 3.13 KEYMAP II Co) NTI PLAN: ROAD L • • • l ti r • • / / gP. 46.14.46 XN 1601393.31 E 3434667.58 { l • r TURBINE T4 N 1210.64 E: 34145864.4 '�. eg=5292.95 igt-5289.60 1 • \ 5350 5340 5330 5320 5310 5300 5290 5280 ED PROFILE: ROAD L PROFILE: ROAD -L - STA=39+50.00 TO STA= 49+00.00 tOWDTA•40•31.30 L31 IE1V ej1M 10 I - --- - -'- STA-40/D4.M -�— -, i� T•:•:A-L•.:4A3. AN - 4-- "VrittV . TT caWreev.trl4. AIL Al. Y - — - - STA • #5.40.00 64.6V4t1C% Kw i? A.O. O. . 4�tO% -tat nvic 2 . �� ..• 1.03% ' - - STA1. 42.4 — 64 a' — • _ -0 3>7°b Q 4 ..— - - WIGNGL&V �_V,I(/SSTAA AO. •430►.41 4 42•6642•6010Qo 6.Sfti•—.• -- t"Pmr we n • _ - - -- 07.15 vc j 2r 41 n4 5 ii r ;2 5, iii 9 re OV i $' 5, P SD bpp aSP S aIO V' h P' 8 ?CR 40.00 41.00 42.00 43.00 44.00 45.00 46.00 47.00 48.00 5350 5340 5330 5320 5310 5300 5290 5280 49.00 SCALE: r • 100' SCALE 1' - 100'11, I' • 20•V ROADatom W ROAD •ROAD V LAYDOWN/ �Ra ROAD YARD R OAO OAOL ROAD n eOA0 6 �4-4t0A0.1ROAD of O'-.OAD MGAD ROAD D ROAD RR ROAD ., OA0 0 t+� -x- SCALE 1-=100 0 100• 200' EXISTING LEGEND - x - ,X; r0' 910 ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED V CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ••• Ortelift CIKJ - UGC -1A UGC -IA - UGC •1B - UGC -18 - UGC-24 UGC -2A- - UGC -2B UGC -28 - UGC -3A UGC-3A- --UGC-3B-UGC-3B- ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 3B n. W CONSTRUCTORS O z 2 0 z Q a 0W03/2021 r'.t,-,F.-an 47936 r -z ti•.,..A< PANORAMA WINO it ...RC F. .. Ma, M -MEW/ L. MARTINEZ • .. S. •.J flit Ma .-. .• . •, S. Pk. - IA•.•• •. N•, .1 TYI,W.n OP 1,00 a4 .• 11..•.1 q' Y1 18../ 44• ••tl • v Lain \J••1 lei isd '.ra1n•.•e.. rrtl ry nine 4'a' 4 -fl u ry .M•J O• REVISIONS • V.IJJ,• 1-• P'4• ' • P 'Arm,..;A WP- rJ ROAD L PLAN & PROFILE ..J 1• = 100 C3.44 4734460 Pages: 118 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder. Weld County , CO u EIPAGUillitill Ill III KEYMAP INTERSECTION -0•Mix reN. 1600288.88 3434175.04 ' Mid 1.90x44 N 1600441.38 E 7434174.33 Q O1 • \ • N. • $ • DO PT. 3t12.00 N. 400551,95 E Usecieto21 \ • • • • • SCALE. 1' = 100' - -EP-4@W N 1600979.63 tE: 3.3310349 ei TURBINE T\/ N. 160089,11.6� E J3433286.3,B er5341.37 Ig=5333.55 5370 5360 5350 5340 5330 5320 5310 5300 PROFILE: ROAD -L1 - STA=-0+50.00 TO STA= 14+00.00 - —• . - t_-Len-HT]C told P^ atllp, REV 6TA •. Na3at12.12 1411,01 "/000 .» :• Mill F1 Ai 1 . MIS.M t51eo4 —"- Q 1,9W __,.--e-- ' • 1hW �_ ! .�. "... AR STA AD A41.443/4‘ +c.4ee1 )Sthit ♦ 1.50.01 s�orzl • _ - - -} i K a PVT I g• • • -- 400 + +'i w r 1.s �•�• -� tin ti $"`c •0 t0% �+ _ - - , , e _ �--- rriiit ~a X4.4 P awe 717% - " 0.74% nze - • ' •yCi ' • 1 U a 0o V2 R,2 a a6. o@ a �VS -pi 0a P9iK 29 It ;� •-Cr, r re Ra �k; r2 2 RR to 2^. ,Zit to 4u R. r h $'Q w. 1M r2 $'2 4 ft • 1.00 PROFILE: ROAD L1 •00 3.00 4.00 5.00 6.00 4734460 Pages: 119 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes; Clerk and Recorder, Weld County , CO 7.00 III PAM' WHIM'O�w�}{i tiy� tits �p}{+I'u�W�d �I II 8.00 9.00 10.00 11.00 12.00 13.00 SCALE 1• • 100'M,1• • 201/ 5370 5360 5350 5340 5330 5320 5310 5300 ROAD VN1 at() W1 ROAD 1!� 9 OAD V LAYDOWN ROAD 'lit YARD ROAD ?rip ROAD �ItOAD S ((��••'�11 l� OAD.1(7 ROAD��I�-ROADM OADK-�IIDADI ROADpsis ROAOR ROAD•, OADO OADL OM) N 100' 200 EXISTING LEGEND VL7TZZ/L//l11 x- - ,.Jo ON rc 910 ROAD OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED 1' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING (mamma -aMA-- CED a. Dal - UGC -1A UGC -IA - UGC -1B UGC -IB - - UGC -2A UGC -2A- - UGC -28 UGC -2B- - UGC - 3A UGC 3A- - UGC -3B- UGC -38 - ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 3B 4 W �1 1 i' 0L1IU3/2O2I 47936 PANORAMA WIND iU"..dat, rn.A4N M. TREW / L. MARTINEZ . A... • i Y.i+4.J •)•••• .,•.'1t ••. 0,4 ••Yt.N-...•O OCo;A �. a •: •••.4•11.•v^•�.'t_ • • ••t.-• .• aY 4"t .• REVIS V• 0 t LAW IL, LA %Jai L Lf. ROAD Ll PLAN & PROFILE 0' i I It I IATERSECTION 0+00.00 N. 1596451.90 E• 3425839.32 CA)PN. ROAD M 54.3 5410 5400 5390 5380 5370 5360 5350 Ci) PROFILE: ROAD M L I ROAD -M r. - PC: 2+33.62 N 1 59621 8 40 t 3425848.b8 R-300.00• L:302.74' 8.57.82 41 3+84.99 N. 1596074.70 E 3425889.17 "v_ f / I�a^.t� I EP 9.04,01 N 1595783.96 E 3426313,08 TURBINE T20 l N 15958'55.58, E. 3426 190.39 e9=53614103 t9=5362,60 • /,' ' 1 1 1 / , r I - . I , I , / • ' , - I '/, PROFILE: ROAD -M - STA=-0+50.00 TO STA= 9+00.00 l4GN SIAa 1•M1x.[ {6 } , A 11.‘74 — jfll( .....z ti • nWp -PST WIG m 1 6V a6 7.10 •.7.3 o,}Lr' Ii �' 1 i o • A. y$ *A..21-14 1..: • 1 C . � W . •', so I L • VC CI • licit; 4u • St to- 1 W Q 4A W• V7 1 as 33 3� r 1 R Q • • 4f i • U 3335Ii 2 U 1.2136 — — — ar.-� .' i . 1 (y 4 ^IN ?s, `�11A I: i'.a :,p 2F, Ire o 2 2 o , SP 8g , 3$ r12 a� r2 3 f e 0.00 1.00 2+00 3+00 4.00 5.00 6+00 7+00 8+00 5420 5410 5400 5390 5380 5370 5360 5350 SCALE: 1' • 100' SCALE 1' • 100.8, 1 • 20'V ROAD MAtrHriiROAO Wt lr1rRom) .0 ,aOAD V F 1AYOONIN RORER ROAD T CI( ROAD arROAD 6 m I •ROAD M YARD ROAD -- ROAD ROAD R OAD R OAD L KEYMAP ROAD OAOJ OAD X OAD D1 DADI OAD E OADF OAD DAD L ROAD TOAD N !N g9OsovN SCALE 1'=100 0 100' 200' EXISTING LEGEND r2rrrrrr�riiZer r0 j —x— — •Iv - unp— - rY 910 .:O OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND - UGC-IA- -UGC-18 - - UGC-2A- - UGC -26- - UGC 3A _ - UGC -36 - UGC IA- UGC' IS UGC -2A- UGC -26- UGC 3A UGC 38 - LIMITS OF DISTURBANCE PROPOSED V CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 3B 4734460 Pages: 120 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes. Clerk and Recorder; Weld County CO ' I � 111411 III I III Lu CONSTRUCTORS - , •9Jll .v a z O 4. 0&032021 47936 rt. LI r11N PANORAMA WINO 2J.•1. . Mr; • M. TREYV/ L. MARTINEZ • - 14.•. .J. •a4..,1.••r.•• V. s•. -:Aa.• pun, 41 Na.y 11 W UN ry •..* nM h •Waal .• •rrY r -!M •N • 4.. Mnil I..a.•L saddle r. w ▪ I•n•!4 w. w • 4•I I M4K,vb JACO REVI$ NS ifitiOrne 1.' Ov re ,44iln, A—•1.0 .1•.a C.. ROAD M PLAN & PROFILE r.,.•.:•1 -I •••.•-..r..,r5•r mt7 •. rcJ I,? 1" r 100 C3.46 INTERSECTION 0.00.00: N 1598402 70 E: 342468104 5420 5410 5400 5390 5380 5370 5360 5350 PROFILE: ROAD N cr . F • t 1 \ • \\ ROAD -N '•oc�F_22 x - _ A • x— — L. 1 1 I .' EP /.e447, N, `151)6618NQ 5 3494hn7,74 r- —1x,-- �' - ' <_- N i1 PROFILE: ROAD -N - STA=-0+50.00 TO STA= 8+50.00 SCALE: 1" • 100' -a- w - '� r — — ' —1 — - - --• - sg Y I - a 'a I . ' EX .0001.0:1 • - 1.04% -- -- - — I _044% s GRAIL_ . S; I . h e9 •P es O wp e•I 2 IN? IUD is ,s, 10;,-, h tue 01 ((yy 10 •r kg b n en N bn •S 0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 4'u 5410 6400 5390 5380 5370 5380 5350 SCALE I' - 100•H, 1' - 2011 ROADI.‘£ygrADW I ROAD ROAD !1t. ROAD iyp d/ YARD GAD l KEYMAP ROAD�IIDAO S CADA:: ROADO� O-ROADM x OADI ROAD "`��Y//lll ROAD R�.,e�C� ROAD v10AD O 0 OAUI iN f;Nt1� SCALE 1--100 100' 200' EXISTING LEGEND I77%//////7/Z1 r0J .A 910 ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND DF1{J-••• cat - UGC -1A UGC -IA - UGC -1B - UGC -IB- -UGC-2A UGC 2A- -UGC -29 UGC -2B- - UGC -3A UGC -3A- - UGC -3B -UGC 38 - LIMITS OF DISTURBANCE PROPOSED I• CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE IA COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 3B l{ LO ME a� TWLL ti l O g Q,t, 2 t; )rg 1 1'i a iplavg -. a W i 1 ' 0 Z a 2 Q cc 0 Z Q Ir. l_ :'.5.:3 47936 Ct .lt'.•w PANORAMA WIND 44 44.4417 F. ;3.A4,.. IA TREII / 1 MARTINEZ I'. •. YIM•. W sumo/obi J..J...oI. r. N r.y.r. p..►.., ..I MAO If OII O OW -- - a •erWI.I.t .• alb r .. M ere .y.. I • w.1•,pFvw. Ma. • 1... W-1►Wl Lfl► Y• • •NV N.. u V.. •.••to..y..t..J•• ••'. $. •.•••WVL t.'.L. s•u.,. J .n,.. ROAD N PLAN & PROFILE r --t.- ,rif -j N{ . r; • ti.r 1' = 100 C 3.47 4734460 Pages: 121 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III liiiPali! II I II 4$ AM Ill Lee~mit V t. C 1" I i PLAN: ROAD O , 5400 5390 5380 5370 5360 5350 5340 5330 1' i -2.00 INTERSEOpON 0.00.00 1 Pit 15982 .30 E.`34219 .87 • '-I C- - I / • • r/• I jIll•t ,,1\•, -I .., • i - , I •' / , , • _ _ / . ' _ _ i - r• • / i /� •' -♦ !/ ♦• . 1 IN. ?40892 �▪ �� (4 '.� \.,.,,%/", j 190261 E 2,f i. 41, 7,0 " ( I ;, . • ,'-• -`` 1' ---II-,- lIII `r/,//// /' / , . l I / I-' "'I III 'i' '- ' '/ I ' - . %. -• I I ' , - - I , . I , I I I / . .. �, _ 1 _ • , _ t '/ , 1 �, 1• •,,I• w • N.BEGIN ARMORED RCAU `1 ` I ,' /- -- , N 1595700.10 STA 6157 - E_ 34-21988.44 � 1" '`/ ~ PC 10+00.31 - 4.00 - ROAD -O6 / I / / 1 ♦ ,,. l '* 1595287!08 IU•In1 I -END ARMORED ROAD' C)'1 STA 8+38 l - , ti • 1 'PC,14•83.56 N 15048138 13 1 6^0427901 • ti J L 11 .1j7679 . ]1 PT .77.0!? / N 1695120.93 t_3422028.04 axis • Anus • -1- ' 4..$E `` L y / . , J PROFILE: ROAD -O - STA=-0+50.00 TO STA= 20+50.00 , I PT *5;23.86 N: 159442.85 ♦ - - ' • , , p' 342222 i2 • . - . ' t (mato% \ 1 18te 8N7 w qu - 1 ♦ `♦ • 1 • • — r L SCALE: I" • 100' a • • , / , ' • /, .00* drop I- • .L{ 6 <I "I - 1 ' -- 1 o • -` 9101i6Th•t25.1 SUNa ,1lfRIT00. ; __ ie _ MIA &1940.20 1948.:0.LOW _- +A 2 .. tO%4-67'Ae7444:in _ V LEV •;344. - SSA •4+40.0c ^ "lir•91Mitt - .K•f.f n1R elyifriV El�11118Ti ' i� �.S PV i1A•hSI,17 -r - _- ._ _ -+667!! VI ELQI'•5�5�.1 'PO --� _ ' ISTJl{{•16•100 __ -,.-D • A.O. • OM* — WV • %/47,81 , _ PM 6LQl •S33•,1• - _ - / r —& '- - ��1pFD-wa!L • AD+*.40% • r Y 1 Rs 'MN _. ... --a‘T1S74 —.I -e/ 4leL1AC - t 'Y.�pot/�•� ,� _ __4SS0.4 —Y k—_.. 150' ► - IL7'VC .. 1 It— - �- —.a r" a�— - ---_ 1.Tea VC MIN — -- JL 1 �— XR --. AQ - - - --' r- � -- . ■■ ■■ .1 -t' a + .: _. _.--4119%~ _ . �— �.` _ ; �� ` �Z - _--�.--- rt n --- _ .1.14% 4•� ' EX! GROUND - — ± — — I - PROPOSED (1) 36-_,,,41.0r14, 2 CIAPDULVERT i 1� .lf �P AI r2 N AA r2 •0 RIO i'P' p N 1•f 6 b A 2 i�P 11 PD I V .O $.e yy ID 1n0 Sae w �'.F' 1q� In $',F 1f1 1'•• V2 V r $�' �, iQ .0 to n Itf 6'2 N. in Pni 6 O' �I V 59 sac 64 9tQccea O P 6 pp m •, P' .00 1.00 2.00 3.00 4.00 PROFILE: ROAD 0 5.00 6.00 7.00 8.00 9.00 10.00 11.00 1?•00 13.00 14.00 15.00 16.00 17.00 SCALE 1• • WWII, 1' to 20V 18.00 19.00 20.00 ROAD rO WI��,,,ggq ROAD III - OADV IArOOWM ROAD I. YARD ROAD Ti ROAD ��--77 a00AD f / ROAD D -ROAD M ROM) ROAD R 5400 5390 5380 5370 5380 5350 5340 5330 KEYMAP IN e80D/C90VN SCALE 1'=100 0 100' 200' EXIS11NG LEGEND TZ= . • . •• • =9 - •I — — —x- 1' 0 - x- - aIP 1'c' 910 ..'0 ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED 1' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING - UGC-IA UGC -IB -UGC-2A - UGC-28 - UGC -3A - UGC -38 UGC IA - - UGC- IB UGC -2A - UGC 2B - UGC 3A UGC 3B - ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 4734460 Pages: 122 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes. Clerk and Recorder: Weld County , CO 0. 0 ,• o • . Z • o • r r a W CONSTRUCTORS • .."Alit.. 0 2 O z a - Z Cg a U• '1 06433/2021 rar.Tr-•:,AFT11 47936 kr.CLt IIw PANORAMA WINO rFKAFLT/iT7..V,.•/ M TREW I L- MARTINEZ • An • 4 seta .4.4 .a..♦ -.-4 •. •.. ...1,.•. •.. i.4 .11 Mwi I. OIOw• N •.. .w.ik.•••• want •.• M•w • -,,..wM o. •-, PI W. •..M. • .. ▪ .1.••• Nr•t Y-LNI Ia.YNaM.• ►1•n. •n•M U.•.uh. ,YN.•••..•rw - *l 0.4,4.1. -amp I c. t■WLNY .MLUI REVISIONS •-••'h• MY' } 144 .. t �..• e' ROAD 0 PLAN & PROFILE 1 = 100 C3.48 III PiParMildlCildr5111191010 1111 CIA?" 11111 I ... .._ II - z.:4" • TURBINE T22 N 1594209.02 E 3422484.05 eg=5341.34 (9=5340.91 • , ( 1 ER 24 100.00 N 15940;6.73 . E 34_41581.45 I PRO% 5380 5350 5340 5330 5320 • . ' r —.w.S k id nqnmp ' GRAfIE . —.—` 025% _ .^"—..-- L EX . Yo7 A 1 2 RI p •tl . 1- 19.00 PROFILE: ROAD 0 20 •00 21.00 22.00 23.00 538u 5370 5360 5350 5340 5330 5320 24.00 SCALE. 1" • 100' SCALE 1' • 100'N, 1' • 20'V ROAD t wry' L1 1 ROAD OAD V LAYDOWN ROAD 1/rL� YARD ROAD lfrc, ROAD n efRROAD'IA 5 W Q.-ROADf7J'''(j e ROAD O� 0 -ROAD OAD ^OAO 1 ROAD P� OADL KEYMAP ROAD RROAD MOADO DAD N DAD X ROAD K ROAO ROAD PI SCALE 1-=100 0 100' 200' EXISTING LEGEND I//////I11/A --at - ra 910 - 01ILS agl ROADA OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND - UGC - IA - UGC IB UGC -IA - UGC ID - UGC -2A UGC -2A- - UGC -28 UGC 2B- -UGC-34 UGC 3A- -UGC-3B UGC -3B - LIMITS OF DISTURBANCE PROPOSED V CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 38 4734460 Pages: 123 of 223 07/12/2021 11:00 AM R Fee:$0 0 Carly Koppes; Clerk and Recorder; Weld County CO �i+�ia��I��I tl lll I II I'fl �h�� ay lI re §:tail • in wet -,0 • ;in einFzi �Z TP gig •, r o r $ f P1. W HIMLITIMEER PANORAMA WIND VELD COUNTY COLORADO li 0WO32021 47936 k:..f L' a to PANORAMA WINO "(: i'tr F. •[41141. 1. M. TREW I L MARTINEZ 1 •v,. MW% r'.I .tba vilr0 Or..M. alt M. r" •• �l.1tt hN.^ I .$ ?MOW IS GROUP N ., ,.rt M 'w,tt.u11..spit t. inn* •v Pa rtI t. ✓µ] y SI MINI. M.Y*.a not Waal 0.01..stel r A -1W .,IY u•Jd w. its N ..e.a 1w n q.--4 ... t 'VVt'..(Agcy. ROAD 0 PLAN & PROFILE . .‘1-17p -I' 1 = 100 C3.49 \�1"�•. .• yL: �� e , L 5370 5360 5350 5340 5330 5320 5310 5300 / r - .00 r - 3 *65.62 Aff1595200.42 -E .3432854.30 t, 1- • 1 • S R=300.00' !•31606' A�7�, / INTEfiSEC11ON 0-000D� 59094837 \ .17499:4 r: \_ < • \� 'K! -- - _ _"-' _- / C- T 5268.66 N:4 86 G:343 7,16 ®PLAN: ROAD P 3.00 1_ ROAD. p .."41 _ ♦ ' / • 0.00 1• / I • r I • • • / / -, l • 111 1• ^`� -1 / ', / .28 ). 7b.39 / / I TURBIWE T1W / N.159/364.081 / / 1/4‘ _- _• �` . E • 343721,70:63 �. �\...'\1\., �'. -- ' • _ - _ `~ - �.�•L/ ` `.�.eg=jJ310.Q3, / f , - - � 112=5'1t5At / / t _- l ♦ SC111E: 1- a 100' PROFILE: ROAD -P - STA=-0+50.00 TO STA= 15±00.00 a t VOW 8IA'• 4•34.I I HIGH Et: • ' '.Ftin - I LAIN ELM, •522311/ PV167A • 4.{ppg ta0Haiv 1: Se $^ s —14VIftEVY77I7.t1 laa WI ELLS ;711.q „- ,. ' n . a n AD A L1t% A. -.LIO% / 3 -. . **wet.— .II. - ' tDTr. - _. l•tV ar; : i • nave- 3's°rylr _ gq _ , r+-•� • I.D..t ■ • • -ww II• H t <u: t•+�l1—I- w —.- - tatty u . Ill; 410 l' rt. — ! DE , e ,..T te -0.4 4 — 0 7716 . 4.69!6 r .- e"-- -Tr— — —401%— na yyyyppJ Jf • -- IiiN �'S ee S ag532337 rq a 5323 25 ' fro .RI ITP pa a c:.;....,- �,el 4e, ei �•8 � nN $P top 10 � hE �E' s�D r -4R 1.�� r.E• H `2 i•S YNI •N• yid $'S 1.7 ID ~r 2� h .� t 22 fv n 2 h SS h 2 V 0.00 I • 00 PROFILE: ROAD P 2.00 3.00 4.00 5.00 6.00 7+00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 5370 5360 5350 5340 5330 5320 5310 5300 SCALE 1' • 10014, 1' a 20'V / KEYMAP ROAD St�yROAO W1 LI- SD I ROAD utircidrOAD V LAYDOWN ROAD L HARD ROAD 1 OADI ROADOAO S 1�_7 .1 0'1'1 LJ �OA OAD ROAD P� OAD IC ROAD OAD I ROAD R Cc* OAD OAO R DAD0 t__ _.j ROAD X ROAD 040x SCALE 1••t100 0 OAD E OAD H OAD F ROAD 1.(6;;?.* 100" 200• EXISTING LEGEND +J'J • - - - IL • - -A- - -x- - - - rO' ROAD A OAD C. OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE • 910 IPPROX BLUE LIGHTNING FIBER) PROPOSED LEGEND Soma - UGC -IA ULC-19 -UGC-2A -UGC-28 UGC - IA - -- ULC 18 -UGC-2A- -UGC-28- UGC-3A UGC 3A - UGC -3B UGC -3B - LIMITS OF DISTURBANCE PROPOSED I' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 3B D ., I' O pgh se et EI IT2a,2 / m m • • �(/)LLZ r 8. O 1J? l'410 LII I►1 CONSTRUCTORS �:. ,c' I.. • •IXYl1--. O z LL O Z Q a . r 0611812021 •. Cc' .,•45F• 47036 : CC' U•,E PANORAMA WIND RA ••.loE.'rsama • M. TREW / L MARTINEZ • Now av a.•10 Vl.a Jo...v...0 - w• w �4wa!Kroft , at tM.w.1 OAP (AAP rd ... b ..I..Ma• .,w,.•1, r. . pane .W. a, TI...:.nw♦x10.010.•*flat.... • au.. LJ.alM4.tI ea .101.0.• Ileher rev Untrue Ain S. .f.,..4 b. .$ ton•.•4,....,I ta !DAMN,€,Iic EVI3t0 • WM•grR ' .wdtL : • -c ,.N etc- ctas,,ts 3., to clVm •1.•ctiat•It3 t'W, U :t 4k6'R.•l 4734460 Pages: 124 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO MAORI 111111 ROAD P PLAN & PROFILE ✓ t1M.-!'i ..a -,.r ,.r ..;t r r 1 = 100' C3.50 ui KEYMAP IA 5 b I i7/ • +� .2.00 , I ♦ „71`. � /ter i l t • r . X1.21 ft. s'e•oo — ♦� ♦ I I I I /- - • TUjtBINg 7'122: EP►a•ILIA; • - N 1b9S4k0$ l $ 347,7 .97 % E: 3931924.92. \ eg=73.5>l I I N=51274114 •� \ • 1I/ I / 1 11 I 1 / / / PLAN: ROAD Q ��'J SCALE: r = 100' 5330 5320 5310 5300 5290 5280 5270 5260 PROFILE: ROAD -Q - STA=-0+50.00 TO STA= 9+00.00 H$TA •0•83 filar --' H :+ 151b,.ii of w t.,.-NKN lfA—-nee IZEv •axe roan• JI p1 sa r -- - s —X1100104 _ t ' tsy R '— m ul .� F • a 'Sb RA — 4037% MO P's A- Pa C V ♦ lir" CA en N N S rg 5 eg t2'2 44 P_f ; 2 tog5274 75 ry e. a in ry a S'a h rt V\ r eg 5278 26 P • 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 5330 5320 5310 5300 5290 5280 5270 5260 PROFILE: ROAD Q SCALE i' • 100'H. 1 • 20N ROAD NA 2#ROAD W1 LI 1@ ROAD LAVDONN YARD c/ ` ,�NOAOV �--R�OAADD I. ROAD T\ fl I OAD E OA0 R OAO � 12:1""5 UZA oAoJROAD � G-wOADM^ R (•0401 ROAD � ROAD Rtti�_� ROAD OA00 a Alm — —x— I0 SCALE 1'-100 EXISTING LEGEND x rc OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE • .1 910 APPROX BLUE LIGHTNING FIBER PROPOSED LEGEND — UGC -1n UGC -IA — U( - UGC -2A — UGC-28 - UGC 34 - uGC-38 UGC 1B UGC -2A — UGC -28 — UGC -3A --- UGC -38-- LIMITS OF DISTURBANCE PROPOSED V CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 irt 0W1N2021 11.47 17936 b. 1c• •.«L PANORAMA WINO tit"1.1br•KA1M., M. TREW I L. MARTINE2 ••. w Nei el n.e* ais.Mti.go w. w. .\M. .r.AM, 6.17 Wpllf 0.41A1 •1•. .•...•1 W •.MMM•.N.a*.1 .n Hot 01 .nOA I I. J.J W in V1••• ea.•"V .i.w. \J nil Yn,4/\ .l.•1 ia'• ..r•V «..LJtW.V•....JY\ ..,.1.•v,..- u..I •T\•M64.,•IIGMp REVISIONS . •,.,, vitt tk* 0? setoffs C %Jm.VIFC c%MA,lln ROAD Q PLAN & PROFILE • .lop 1, • - • ' 4C .•. [ p • . r i,. 1 = 100 C3.51 4734460 Pages: 125 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes: Clerk and Recorder, Weld County CO '1, 11:11aidilVIK`Livi, II III yI A 5 I sS - -0.85 EE340 5330 5320 5310 5300 5290 5280 5270 5250 • \ 1 .In escyyt a.09 CO - L N.tlw • p . - I ' / _\ E.Y$T UG FO LINE\ CONTRACTOWTO FIEL01%ERIFY LOCATION AN0 BEPT1-I L •. N 1 i i 4.00 . KPILE•TYp.` EROSION RQL SHEETS` r • 1 • 1 It 1 / •• • • • • • • • • \ • • • • ROAD -R \ - 1 I I • 1`' 1 •1• ,II1 1 1 , • • , I , 1 1` 1\, 1, 1 1 •`- --• 1 I 1 , \ • • 1 ' , \ • , % • 1• \ , • • •` • • 1 1 \ • • III • • s• • • • 0\.•^.- \-•••\'- • • EA)PN.ROADR • / .,• / =, r\ 1 / INItHStCtON • .3431451 , - - 0-1 E 31 • .E �Ut tN � re. 12.01' 6fl S1-1EET C3�5(i 1 ' • • • \ \ . \ -, _ - -. \ •• 1. . \ 1 \ • • • • I• , • • I • • I 1 • • • \, • • • • • \` \ ` • ` • •• \ • `• • • • • . • , •, PROFILE: ROAD -R - STA=-0+50.00 TO STA= 20+50.00 • r I- ' I '' I•, / I • I , I r I , / / •/ / / ,,', 1 I . ' / , I,,'/, ,•' 1 / I I , , • - ' •°'„/ It , / , '/,/,''/, - / 1 .-. , / • 'I" ' 1, • • / - - _ - _ / - - � , 1//'#.17 16+00 i \ SCALE: V • 100' \ / • / J I __- - 1 _.. -. • go- lib - Lo 71%-- ..— y �— 41'A ia w —�—� LAW 4a-G.IaCD - - ■ LPNCM 8iA 1� Gr ' °a 1M•M'•V(� F t ■ Rfd M rA. QE1%•! �' y 57116! ; towel"Ev LONI'ELE•V • !J72.St , - - - Galt w . uM.N , iTAa•OEAD..�• - fR ii 2.10% '31►.YY MGM �q■�u h - •-7tD. . *ring_A0.y� I- M 4:a.6.) Y �1/i a .- LCIV'JtJ.7t"�'�' ]OJb �_ _ia 1114, Kr: i.iq t y6Yw. • _� -*Irv( - 1S0VE- _;' I . PNELE.7,mt.ti? y �'-Wait ? Q > Q _`-- ..i ,. }k0, ` 7.1(jt Actin •.,` l9YV'E:lEV •,292K L&••ffssyD Ksll aPIASS la .f. .gym - I•Y h ,'C — __ -� -- Y it• —1-1,4 Sti-� •r•!Lyr•S,l" I ■ /■ •o CO La . ...tin Ka VC km + i! 1Sd'. _tt ��ak I �1Ypp t. V.2 �t1App ^.j CIF �( o t‘5_,,,, ••tr•� r,i ^W�, ,•I o Ida 'b' ^�i ZED $; ^, 4.1 tip ;v, g ir •••• r f S775 87 fl 5279 97 ;o an •qn1W•,I, IV iv P•iv, rriib ,_ ie Np✓MI a r R iV p YY11R at .t Yi1 11�ppp h�✓A� •P NO 4 8W ^ •R' qPS m 1•I• i ; °R Q it I� „ P $ Ni 531255 o531501 f o'^• y c Q ; vet $ Eq 5330.06 5333 75 F. el in P 0.00 1.00 2.00 J•00 4.00 CO PROFILE: ROAD R 5.00 6.00 7+00 B • 00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 SCALE 1- • 100'X. 1' • 201/ 18.00 19.00 20.00 5340 5330 5320 5310 5300 5290 5280 5270 5260 5250 KEYMAP ROADtA� atEHHAIOAD IN1 ROAD urcnreiROAD V TOWNROAD I. YARD ROAD T&0:3 OA0 ROAD ME" ((((((��_OI10 J ROAD O� I •Ie0A0 U ^4:11:11) �OAD I ROAD p1 tv NOAp . ROAD DAD O ai - a OAD R 0 100' SCALA 1'=100' 200• EXISTING LEGEND (2_222=2:2Z / / ./ / / / / J t� C x - Onn— - r0-1 ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE APPROX. BLUE UGHTNING FIBER) 910 PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED V CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING Pt( I.1.-spp• .•wc--.•1441 - UGC -IA UGC IS - UGC-2A• - UGC -28' UGC - IA U[,C I B UGC -2A - UGC -2B- UGC-3A UGC -3A -UGC-3B- UGC -3B - ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE IA COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 At 4734460 Pages: 126 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk a Recorder, Weld County CO VIII AV rid I 4, kilf ' I N'h Ol'il1/2J I'd lit ISA III III 0. D //O • • • in Z • OE• R E I:♦. 4 lii CONSTRUCTORS C z_ i LL 0 z Q a zg 0 U 08 06118/2021 _ r• -r. 47936 •C: ti•1,1,.� PANORAMA WIND td„1LD■nts AIN 1, M. TREW I L MARTINEZ . .• S •J an. a.•1 a.•t- .. M. r`• ••, I+r• MUwt,al la•401•q 06•••••• -- MM ••r•a.a winY. .. Mere -.11 - I I. <•I r ••. Mina ran •• • 1w. N /41•4•1•411t (s-stat•• U •Mrr — wind IVI q.1 ,V • SNI n .21 •.H -•a•• ,► w,. N ,►■1LNa wt V• REVISIONS now, tango., . .rnM:E:, -tv A, OP°:a(„q Y, •Y.r, c ,,IT• N►I't Pe(u15 b• •',n t• .j • a C• ROAD R PLAN & PROFILE r ,• r (7.4 • *•.•T•C •.•.• r .{,,{ 1" = log I.M■ C3.52 KEYMAP 5400 5390 5380 5370 5360 5350 5340 5330 • l • 1 \-••'\ \`-.i c7 —,J ,.,/,, % /) / / /.. • - N V` 1�`?4: /'I'' / - ` : _` -`-`` -. - '`�`��-• ��I I\I ` tiA:* fl I 6 20+00 • • • \ • . \ • • • • ` • • ` ▪ • ` • \ / •. •I / . - 1 ROAD -R 14.00 • - Mla 28408.01 1T.159P844_fl —122.3429168438, , 26+00 26.0tI • 1 \ I 1 , ) 1 ( PC 21.59.x1 - N 1592149.09 ` ' I / , E 33429816.9 A , • II ,, . 1 It I , ' I • —1 , ` I 't I , , 1 \.. ` - r 11 , , I 1 / / PT 442; N: 4'59222?4t0 , .: 5;1Pg9,14 •/ N31,3� E 312972 / I 1 \ • PLAN: ROAD R \ / / • I (,I • • / I 1 1 I �' / •, R•300.00 P 133+96.54 L=189.88' N 1892068.53 E -C342915624 ' / / r 1 A-38-26 BEGIN ARMORED ROAD— STA 37+12 Mot 31+91.47 pr. 35.88.39 , N: 1592021,161 _ ►Y 1692009.30 t 3429172.44 .'N280L:i]9 36.004 .1- ▪ " ?:?rim: - - , ' • 7URSINE tt4• • ♦ \ • . • • 1 I 1592326100 • ' I ' 1 I t. 3429636.00% - ` ` • ' \ N153,47.83 \ ` , ' ' 9654.90 - ,\ ,. \ .\ I /- . \ \,. , • \ \` ; I ,, , I �. — - / I I I I I I I"1 I i N. PROFILE: ROAD -R - STA=20+00.00 TO STA= 41+00.00 SCALE• r a 100 a I • - kgr5.02' 0.14,33 I 1 awe lor ' 40+00 ( , 'PC 40-5524 'N 1592006 213 e E 3128610,34 END ARMORED ROAD , ,STA 38+37 I 1 P1, N' Ei 1 Md. \ N *5 40• 9 34285 3 l • II- fW W I Ito - _ - --%' W "= - -- ycn W , • {_ — STAaia.110.04 , STA=,U•/J'• M5N. S►A•35•0953 HIGH PW ALA-�4 EV • 5350.73 .fit • , NIXINIATAa -; eLt u .., I, ..JV IOW STA-3J ELEV 575515 •-'�Q.00 11 AO. • •1�l14 Ka52/12 - MUMetw•.30.00 IOW !Up/ • 511 41 • JAD .— kOWnN=374.10 MOW .051c as j1, -y All I �� 1\3,3401 Adams `PVf917 pj�ffi. piacLaia Wa►s M EL NIA .limb]— • 43N37 • LOVV LOIN : rA+»_ a $ P411TEr .DO t" w1 Et E4 s.N5'e1 - — _ :>Q• — /VIE ! E !V • 3t�.01 a .21411 ' Low ESN • 333l.H .. 1337 • We PA .0-6102•00 • — -- w1 HEW �. , PV16TA • 2S+ 10319 119 • 1 MI 1 A D OM cad a 43%.13 • I PN Br�A•iM 2M- *et-. x 13111• t•H.N AD • 3674 f 1 .L__ Y11212 irt i'NTL Ev 'tut --• teb•'4 - yDVC • 100 - AO..I1./31I Kall 10vvc � • S V ve — -- -- +-_ w\D - U. ..— a ti - - 1l ^mil ' n n NFL —R..— _ .— Jmly�y, w _. .a • - A a Y - . _A. ly - iV t kn 3 �l i 1• •1 '$ a L� f t-- _ j 2.9191 7916 1.92% A •0 112% ` -------j-- + 2 47% ,-- — — _ _ GRADE • a 129%" _ -.. 1 f • 1 _. ___ • I - • t • t L I �8 en 1n r2 r. en A°i SP in �� bri h $.e as A•.� ,n `•D ni �e �j .S' tS, c ID 1•� .eS la 9 5345 95 �n0 4f1 N� ^ P ?a [V h ' ' �g , • ITa a� 1� .yf1 '� 1D �'le Io5: �0 ID P $',�', th • •tf Poe eenrrtt ca 4 In a!p 8'K I; 1� 1� P e P2 1 o t I ,W m,; O n .e 8'a IZip 1� R id on P2' wA •• Is' sa 20.00 21+00 22.00 23.00 24.00 25+00 26.00 27.00 28.00 29. 00 30.00 31+00 32.00 33.00 34.00 35.00 36.00 37+00 (1)PROFILE: ROAD R SCALE 1 • . 100•+0. 1• A 20'V 38+00 39+00 40.00 5400 5390 5380 5370 5360 5350 5340 5330 41+ D0 ROAD VIA 2013010 W1 U I ROAD U °A0V LAYOOWN ROAD Lt� YARD ROAD fric: ROAD OAO L ROAD IIr��a110AD 54-4OAC) J�j N. la-ROAD M - C —ROAD 1 ROAD RDAD R,,�_ Q/��1[J OAD D ♦ROAD R 0 100 DAO E SCALE r=100 200' EXISTING LEGEND L� • • •• • - dlak --K C; x - ONP- rO 910 OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED V CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ---OrRla- limma --UGC-IA LIU -IB - UGC -2A- - UGC -2B- our: -3A - UGC -3B - UGC -IA UI,C -I UGC -2A - UGC -2B - UGC 3A UGC -3B - ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE IA COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 3B 4734460 Pages: 127 of 223 07/12/2021 11:00 AMR Recorder,Fe$0 . 0d County CO Carly KopPes, Clerk ano I � I i VIII I� � uu z_ 2 0 z a 0 11.1 06103/2621 47936 rant.' ,,.d PANORAMA WINO M 'MEW/ L MARTINEZ •,. w Me.Y • W MIe4SJ Je. W.'l. e. h ., .1ag a14a+•,.I IAAIUIIt OP WV/ we .•. •1 r .at, e.Aaa.• snob • .I N.I a,t 4'a,.11. awe law top we.4+ MA. v •.W. bINSMMat tweet. 17120 sew U' MAU" Ito a.% .MeJ Pa .'.P.'4 ...1 '11441-.4,4,4‘,,, REVISIONS Mv1 W I I!'/'4N 11,'•1 15. tof u ROAD R PLAN & PROFILE _ L= 1 -100 C3.S3 M to M Lu U) tip .401 \ / IPC 40.55.24 N 1592004.28 / E 3420010.34 L 5400 5190 53s0 5370 5360 5350 5340 5330 MA 40'94.75 N' 16920070 E.'54213b/2.eb 1 \ • N • • • ♦ • , • • \ • Ct; R11.100,00' La75.02 4'14,33 • ,' J� a PT- U+32.28 - R•-15`1998.47 E: 3428534.17 PC 43148.00 N. 1591941.21 E 3478325.47 R:300.00' L=75.91' A• 14.50 e , , 1 , • • 1 • PT 44.23.99 N 1591912.92 E: 3428255.25 PLAN: ROAD R 1_:1; / i -r- � . ,, `^�c� _ �� l a, ,. / / _' - \ 1 ` f I / I1 / ` ,f •-• i • i M40 43►86.O4 N 15919214.29 r A r I / • 5 - I- \'\ • • .••▪ •' \ \ N. 1591207.54 I. / ' • , t . 3421_4 / , - - • ' I "�.' i -� �- • Mitt 56.18.18 Pt 1591139.06 E- 3427489.45 -. R^,i Q.QO 1.=1&.1.13•, jLa31.1$ PC.55•i4.et. ". / " - • ♦ .." ♦ ` , /,' • ♦ - , / If / ..PC 50.61.;5 Pe1391544r ♦ X597607,08)' E _ E 342/6 8�' ' , ,8.00ROAD-R \ - 50.00 R•300.00 L•188.17 0.35.97 URetNNI5 'k1'1591855)34 ' E.\34?7873 a Pg=536 7.89 fg=4387.51 J , r • I • ' • F PT 50.eT74 .N 1591084,87 E 347348.83 / ` r - \ ♦ • , ♦ / i /i I I ' ' I- ' ! / I• ' ,•, i , i J- r PROFILE: ROAD -R - STA=40+50.00 TO STA= 61+00.00 SCALE: 1" • 1001 • ♦ A .1U AC. II LWLI • • - i< _ _ - - — 0.30% �� L —?�Bg� �� -- :•. _053%----ra^•czi .--- +�! PROPOSED 1 ,74% , wet am "� SON ELM -SSThal . •= srs , _ 1 _ �� Al an• DE _- _ b �^ •'��►_ LOW* LOYYttIVv!7•tr 483448 =0 --t{-- 0WMt-44.M-9• -_, ... -• • � - • • _ - : !.^,1 - N'44 �.�� "�- - - - .-$ ' A � �� rte_ - Sr ' • z/1Qa . • RWsTA•4$04003 e NL t1. • . x'1.4—��aiRR� _ P1M1LsEV<<Mf.i► l -1 - •, _ r _ R.RR�Ri�— t • ~' YL!\� ` a _�Jl�•- -� a544p ill 1 ..Jt � �� bli ..-� 2.0 vC �i_� �dG1 616 K 440, 4VC -ir „ .—a— VC 1 t NC Sr in el 11%2 tr. ama 46" � SIP S12 r h rc fg 5356 76 p 5359 45 1t1p1criV YAP = P 1 fg 5367.00 aq 5372 58 I� p 2 >i 1g 5375.13 as; 5375 57 ET5 Iry ID 2 1S A co ,? P , 1g 5376.03 sq 5374 16 ^, V S' X1046 it rip 0 X01 PSI �d! 5R 812 h S V 131 2 2 Ip� si 2 41.00 42.00 43.00 44.00 45 • DO OD PROFILE: ROAD R 46 • 00 47.00 48 . 00 49.00 50 • 00 51.00 52.00 53.00 54.00 55.00 56.00 57.00 58.00 SCALE I' • 100.H, 1" • 20V 59.00 60 • 00 • 5400 5390 5390 5370 5360 5350 5340 5330 ROAO W ne41 OA W1 ift 44) ROAD LAYoOww ROAD L YARD ROAD Tj KEYMAP OAD E GAOL ROAD N�}�.� �,E^-77 &WAD 5 U -ROAD M �^,\ ROAD r V ROA �OAD O OAD R OAO& OAOK OAD 1 SCALE 1"=100' 100 200' EXISTING LEGEND (7777lj%%i r...e..•j x x- - WC - OMP rO•' 910 OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED V CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING Cal awe - - UGC - ►A )G(. 18 — UGC -2A — UGC -2B UGC - IA UI,C : UGC -2A- UGC-2B UGC -3A — UGC 3A — UGC -3B UGC -3B ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 4734460 Pages: 07/12/2021 11:00 AM Carly Koppes Clerk and 128 of R Fee:$0 Recorder, 223 .00 Weld County , CO III��r�nw�ti��rihi��rr�wt�� iu a. 0 r n t •• V • • Z • • p • �. • r 4 LII ECIEDLEMIE 0 z 2 0 z Q a 8 z WyJ 1, 06103/2021 47936 PANORAMA WIND M TREW, L MARTINEZ 1✓. •• r•4,. r•J JNM .•r r, •a •••••••••• Vfl.'l, •1 JM+J' A O•li„• N .1••. el a nn 1144••.1 .n•1• r •1 ••• sae ,••44.11. ,a. 1t. • W;M• M.v.• ✓ ..►.r• 44.44 Want car Wua.- ••••••• rev I. %V.• I.. .I.N .•n•..a: • astern IV .L -."w..•'. St. REVISIONS MW0U 11 J110:). `_u •r•, +a»1 J.,Ma.-4 •K 4... ROAD R PLAN & PROFILE I /- ct•t -I? I'. I •.r..I . - 1-. 100 C3.54 Ci) PROFILE: ROAD R 5410 5400 5390 5380 5370 5360 5350 5340 r N • • • • • • • • • • N • • • • • 1 ', l • • t• � t t / � \• 1 "E 4 s/� /', A. aft V, t / ea'`w Tubleh� � r� ?kJ- Mil 7 44k E3426566.31 e‘4a .453C0 32 N J@ c53$2.9d \, • ' 1 ' PROFILE: ROAD -R - STA=60+50.00 TO STA= 6.8+50.00 r 8 VS $ > ` ` • ' •-_ i.p • ,�qr.4 tikt m a - - _ A 1% 6•: -r�r 1• • �r-�..�� L -0 1 J% r STA•HN9.5e g 2 MON _ MW •• - Saa .: nil eiev•P1301n.n • k� �la 4ll x•.30 •a -L"4 Xr.. + .V rt�0l v1 g' O..p ' •o 1I(+ V1 .Pt r2' �i fp h a.2 ♦ O� 1� 8'P 4 .O .n i ti �'00 Xt b ,� .c!.. 2 r ~ �Y.11 N R E 2 t$ uu .� V1 1'2 61+00 62.00 63.00 64.00 65.00 66 • OD 67.DO 68.00 t,41,2 5.100 5380 5360 5370 5360 5350 5340 SCALE: 1' • 100' SCALE. 1' • 100'M. 1' • IO'V ROA01M krr0 WI U-` D 1 ROAD Uri_ riLAVDOWN ROAD I. YARD ROAD Tj_/0 OIl o0 GAO V GADI. KEYMAP ROAD � i 'I ROAD O l G410A0 U Abetoic OAD ROAD ROAD _ ROAD `ROAD O OAOJr1 ii 0 OAD E SCALE n100 ROAD OAD 100 200• EXISTING LEGEND - — ore— — rO 910 OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND - UGC -IA - UGC - IA UGL-IB U11L Id — UGC -2A — UGC -28 uGC-3A —UGC-38 UGC 2A- uGC-2B UGC 3A UGC -3B LIMITS OF DISTURBANCE PROPOSED I' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE IA COLLECTION LINE 1 B COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 y t, Q W �1 CONSTRUCTORS 4734460 Pages: 129 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder; Weld County CO VIII PAMa I Aid '` � L�f�� I�L�Yiti'�I IIHI .1, 1 :' .. t •.YH• • O _z O z Q 0. .,[" 06IO3RD21 4Tp36 rt: lt.' •. i,( PANORAMA WIND fl:I •err. F. •'L a M.i. IA TREW! I. MARTINEZ t r... An . J w.•. J.J.p..n'. •6.•. r. r.V• lc4an, a Iheath' I OP OUP .. m.. •a1 M ••••••• .• Y.* I ••. pall • a t ral6tI. +.Jr•*,p l$MIL. .• • s..., tJ 's M• mat w.....1[. tw'.J WS. Y1.J1 tt-N..IM1 t* a... 'tyyd.. ..(:.• • M•wu�•REVISIONSw • oat 1•..!I ' .,1,a, We r -•: atilt ♦ a.1A: 6 vl• •P,/I ROAD R PLAN & PROFILE . J.t.r* fl t:• .•r4 -r••• 1 ' 100 .t AA, AA, C3.55 •1 • I. • • • • • • KA� PLAN: ROAD R1 ' 5360 5350 S340 5330 5320 5310 5300 5290 • • \ , • ` • ` ` 1 1 1 {1 \ •, • • 1 • • 1 1 • . •• , ' • / . • . I I / I , , BP.b-a0 b0 M IVITM 401 E 3431251.7 \ 1 \ \ 1 1 • ♦ \ \ • • • . , • 1 • • . 1 • • • I • I • • .; , / • • /. / • 1 I I ' �1 I ' • . 1 • \ • •• / 'I ' ♦ 1 ` / . / I I. I 1 , I , I / , , , I • , i / , ' , / ` I , 1 , ' , / , I / , I / , , , ♦ , • I / ' •• , , / r - - / •/ • / • f • • ' • I I / • A�W.5 - / •.,L Pr 425.19 - . N..159•2490.Sr. ` ' �� 3X31008.39 Og- ` . i-Nazi` i.y 1a.4t eafdT12210 — — , '__.. ` 149%;50;40023 - _ _ - _ - ' ' _- 6.2.00 `. 43 E: 3 11 43-48 , - - - -_ _ ' rCQM4.'. - ,' -N- 1532221481 — E 101 — 343(]867.t7 - � • . - _ o..L-, r \` _ - - / ' l - - - �� - - - - • _ , - '_ / �' i • • ••1 • , ' , '♦ ' ♦ ♦ / , ' , 1 I / / ' - / I t - 1 —EP-16:96.01 / _ s 1592870.72 s E.34J039?Q6� X ., I PT- 7+ N'1 E i - TURBINE T13 • N: 1592884.32- ' E:3438591.18 �pg531 t.13 ' ♦ ' 19=5308.89 • .01 4?4,1 • •-i I - - - / I 786.06 , f ♦ ' \ PROFILE: ROAD -R-1 - STA=-0+50.00 TO STA 12+00.00 / , , , - / - I I I • I ' ' ' • / I , I SCALE r 100' - 10090 VA It ►T4.22 • I STA.• 4.09 g, ^� ' Nsr* tilOHI.. ETA 1 4312.11 ]1•• . - - - r PVi16fA-hIN:M - - rV13TA>•t+06. oo.oa , WlE •5/12.0_ I - SELEVrS3117� 1 51S011C 4. i 1srrVG-.- . rhS It �. �% _ ea ---r 11- S +� R _'_J'ROPOSED ► U 0. 0. qR Grp 1 _ 0.14%• 0 67% 1 -0.87% _ — r aa..� -- raRAlNIIC> 0 - Rg e.PI 443 1.. N. � n r IMF r t 2 � h 2 8. .. �� Pr fl .- cpro it N r 41 o t f'I .. or il'2 Fl .. ir n 8 I'1 41 SP g, 0 • DO PROFILE: ROAD R1 1.00 2 . GO 3+00 4.00 5.00 6 • 00 7 • DO 8•DO 9•DO 10.00 11+00 '.JOG 5350 534D 5330 5320 5310 5300 5290 SCALE I' • IOC'M, 1' • 20V ROAfypr0w" [.1% ROADdirt OAD V iLAvANYDOWNROADI o ROAD T fro ROAD ». rZfIOAD E3-ROAD,� ROAD ROAD ROAD R r_ • • KEYMAP SCALE 1'=100' 0 100' 200 EXISTING LEGEND - -x- - -x- - rO-' .x 910 ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED V CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING o.l1r— Cal Dag — UGC -IA UGC -1A -- LAX 19 UGC-IB — UGC-2A UGC -2A- - UGC -2B UGC 28 — Liu - 3A - UGC 3A- --UGC 3B UGC -3B -- ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 38 4734460 Pages: 07/12/2021 11:00 P11 Carly Koppes, Clerk and 130 of 223 R Fee:$0.00 Recorder. Weld County , CO III krallilik 11 111 7• CC -. OLL, p Ix 47 (rot QQ((� Cm Z t I SST 0 O J m 0 Q LII i►1 CONSTRUCTORS . • .e • •:XIAI ♦-- 0 z 2 Q O z a 1,999 0610.12021 1... -sr• .....w. 47936 PI,1-.%C1 I la! PANORAMA WIND wit•A4 I. ra1M.1. M TREWIt. MARTINET -• .. M/. •.1 or ••• 4J Jot J.'• f,.. W. -W... Inert, N 1lee 8 GPOt/ .. ....•M ti •.••.Y.. nee ... M .• 1140,. t •• no iv .'f 1✓i no see.. v •anon w••10-M/c t.ew..l ,. ••Y•N self u.••••t..e•.N.•..•.,o- w .•....�•. .. s. I t AWOL .4" (AC al REVISIONS I of •I • mew. ,-the 41 L .-U •c•. ROAD R 1 PLAN & PROFILE 41.E i..M%r 1 =190 C3.56 KEYMAP I PLAN: ROAD S ` Jf v INTERSECTION 0+001.00• N 15971*.38 C 3427225.87 f, ED PROFILE: ROAD S 7_ . • 5410 5400 5390 5380 5370 5360 5350 r' I A .! 2.0C ROAD -S i 1 4.00 1 1 r i • J: I I ti i II: 'y / 7 t URB1NE T19 : 1597196.42 E: 3427872.16 1 eg=5363.34 Igr5362.40 8•Do r EP, 8.4828' 74' 1597196.99, - \ E 3426072.15 • PROFILE: ROAD -S - STA=-0+50.00 TO STA= 9+00.00 / . , . SCALE: 1" - 100, • a. •o, .� - WAN 3TA1.3.1S.0b n a tOWetEl- eat 4 _ I META 14.59.9E 4 i +� Ar&914-E3•?It ----- - . AD. X10 TM ,u -- , , r,< gilLSr XSOVO III'• �$ _.-. . ii ii -- -- , _ 21 ri • _ ! 4 94% - (% -y. H 6R(7t1ND E1�i DE S.40 li3IyW IY"II A 1 r fg 5366-12 p 5355 37 Q e 2 $1.l gi ry 1,. k— R re n1� p h re F re O i ,n its .-. rev •1, es. 0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 410 5410 5400 5390 5380 5370 5360 5350 SCALE 1• - 100'H, 1' - 20•V ROAD172 SoADw1 Li 1 toL` t_—(irOAD V tAvDOw►, ROAD 1 ROAD Ifr� ROAD YARD OAD I :3: ROAD4\n 6 OA0 J ROAD �OADM ^ K ( OAD1 WAD `� W ROADROAD R ICk ROAD OAD O 0 DAD E ( _ 100• 200' EXISTING LEGEND f7///Ll/////1di r___ --x---x-- .0 .A 910 •:o ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED I' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING O,Rt- — UGC -1A u1.IC - t H — UGC -2A — UGC -2B UGC IA 0LL-Ib UGC -2A — UGC -2B-- - uric 3A --UGC-3A- uGc-3B -UGC 38 ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 W HITEMACIFLIE 0 z 2 O z Q a_ z$ O6U O J J O 05/03‘2071 I-4. i.^" Ilan 47038 KCALT uS. PANORAMA WIND L4-IAo1Fi t • ' :BINS Pe M TREW, L. MARTINEZ ••••4I girt ow -u..t.J Y,. ✓.wit, •r.. W. 4,4448 PSI** • !Lux. if DtuW r� ' •...rw w r.Y.w•.. *nab D 4444 Is Is Animal M.Ihr. ..M.. WId Joie ,yr,q,.. nano raw ,A•tira,!^,Y N•re-.++. REVISIONS h• al '• ROAD S PLAN & PROFILE =.•r I,? 1 - 100 girl. '_ MET r C3.57 4734460 Pages: 131 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes. Clerk and Recorder, Weld County , CO III .hiYA III 11 II iii I 6 I 0 3 J CC U 11 0.00 7380 5370 5360 5350 5340 5330 5320 5310 Ion NTERSECTIpIl 9.0010 1 N I S992N.Id • ' E 3427210.19 STOCKPILE TYP SEE EROSION- - -' CCGTROI'SHEETS } PLAN: ROAD T , I- i f i • J I i / I J J I I r 1 PROFILE: ROAD -T - STA=-0+50.00 TO STA= 20+50.00 4. PC I:28 42 N 1 274.57 F 28820.79 TURBINE T18 N 1599403.71 E 3428686.16 eg=5344.24 1g=5343.86 / }; '.r I M4 15.65. N 1599278. E 3428857 3 1 pt 16.03 18 R4200.001 14 1598288. L•74.7r ,E 3428893 t A•41.42 1 SCALE: 1" - 100' i • HIGH STA a ir12.30 i l S A• 7.11.4$ ELEV S312.714 1 • LOW E1EV • 5339.13 - - baba STA1 Teem fuimi IiLfiVA1-1320 PVFELEV+friii.0) LOW QTM. 3.07♦DI • 532121 +n + XD4F EL1Y rp �s. PIA DTA ANW. + . A'K-115 • ^l�C - - - --- —, OQ • : A 3lMA PVI Etat • 57217; a • 1 : R i 423; — '•r AZ V. _ w w TM +—CI _ I N• R. R a s a• �wJu�1l I 55f,A ; YI }1�(��jl _ uwu�. 0. 344°" - 4.61% ---� •-- �a - - + 1 .•MI• • w K .� - , K • 6115 1- •fL e 4 t 1 •x:15• .:366214e e : • HIDmy l�. _ f 98X1 - =pRCP . .. _ - EI - — O } - — --- pw�1A*1sw� por - p .o.s r ••lo . 5431 _ -' e J 0. A.4IISll —" -: -_' - 044% r SEX 6RO&N11E% t 1 +} - - • X 2 0 o= h Zen D > n n 2 s' tg 5322.8$ og 5322 4 7 5 ! _ try 5323 44 wq b a r3P �� N Pa cs E 2 Pr R12 /0 AI Pa o� O nE Pa �� Di "'1 as Pg •mf~ ri a Pa Y1 2 O ig 5345 95 ag 5344 78 Sn ill n la a 2 to �� •r •I Pa e� rw �� VIP :R n a Pa ap N Pa =E N r �g q a eat 0.00 1.00 2.00 3.00 4.00 CO PROFILE: ROAD T 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 SCALE I' • 100WN, 1- = 20•V 18.00 19.00 20.00 5380 5370 5360 5350 5340 5330 5320 5310 KEYMAP ROAD rA0 WI ROAD LAY DOWN ROAD I. YARD ROAD T3 ROAD OA D V .s GAOL ROAD N E �OAD I Z.* OAO J(� CI -ROAD M mIOADI ROAD Pit R ROAD IItb C ROAD otoo 0 OAD E SCALE 1-=100 100 [00 EXISTING LEGEND l/1111111_7741 x- - X -- 910 .6X ROAD OADS OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED 1' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING --010-- 183 lame - UGC -1A - UGC 18 -UGC-2A - UGC -2B UGC -IA - UGC 1B UGC - 2A - UGC - 28 - — UGC 3A--- uric - 3A -- - UGC -38 UGC -38 — ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 3B 4734460 Pages: 132 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes. Clerk and Recorder. Weld County CO A. 0 •IX •• 0 • O sr a W CONSTRUCTORS 2 LL 0 z Q 0 • 04103/2021 .q.'.AC ".,Ala 47938 I:-i•wir PANORAMA WIND i. - -Cr' F .. :"...•.. ft M TREW, t MARTINET t r... Sr. •.1 s -aka,rcra.n •. •. so LIT\••MINA /f/1lalo.II Se CAS I'• p./ n I I..•. I by •n14.91444.Gaf...• . kits. IJ w1..I.dt vSrcn saw.. rt L-Val./.no Injt •.. _AI. ..-.. '•W:.•.• •_, REVISIONS V .,,,,.• 1•[.11.1• ROAD T PLAN & PROFILE 1 = 100 C3.58 ui P.M 11111 0O Lr cn LLI _' L) LU 18.00 VJ n 5370 5360 5350 5340 5330 5320 5310 5300 • ,• 1 • • \ \ , • I , • 1 -1* 11fl-IAC 14 - -tt1t 1lt--tt' • '1 • 20.00 \ 1 I , , , • I t • \\ / I , / I 4 , , - / b 0..4 !1 1 M. .4 • \ I• \ 1 , ` , , ! I 1 , ' `. I. • .' . • (PLAN: ROAD T ROAD•T R=20k00' J •6.97' e-2.57 26.00 N 11599712.50 C 3429953.50 \ Mid 27.48. . �1 14 2 r342 / /. / / � I/'/ 7 / /, F-26 y 18.00 PT. 2j•53.48 N. 1b99715.64 E. 3429961,99 • r I 30.00 PROFILE: ROAD -T - STA=20+00.00 TO STA= 38+00.00 'a l 32-00 I , I . • I - rt / I I 34.00. • •.4 • SCALE: 1• = 100' r • r / 38.00 lag I 1 CP 37.39.75- [' 1800040.30 F 343Q803:23 TU BIN T171 N. 11599974A 6 E: 3130704.37 eg =31'4.30 \ ,g= 314.87 1 1 II • / • I. , -1I / `,/ , / WW5It'••.' LOW &LP • n T I . . l SSA 4 21441.W PV1SIA• • -2i • - �- M:1144TAtit•15.4) 1=REtE1,•3224.l L nLEV•!)101 .8f1E12t1 s1As.21411 - - AO.•SKKr EtEV•S3M04 IXASIA ail .44.14 -I- _~ -' - - _L- K 417.00 A.D. -'J•`.2x ?MnIVw�9721.00 tint _- - K • MOO - If.Q. •;t -111i _. yY P1:aPOBEII . •p IRiR lint 12tVC~ S -r UtrADE^ • s 9 p; &Q "a y�`8 • 004 clan RNA/11•0 Ana _• baba_ 7 -8 7---•/ ani ' 05014 Al) • X • t WI�ify,��j hig to R ro CI $s U S fg 5322.68 eg 5321 72 n •It en go RD 2 WI in a It to ev• $'a m� CO e . R2 rr. S ^ �-'Yg 2 Se ry $ . tm E ?a re,, SP $ a. S.e 20 • DO 21.00 22•D0 23.00 24.00 PROFILE: ROAD T 25.00 26.00 27.00 28.00 29.00 30.00 31 • DO 32.00 33.00 34.00 35.00 36.00 37.00 SCALE I • • 10011, 1' • 20'V 5370 5360 S350 5340 5330 5320 5310 5300 KEYMAP ROAD ROAD Wt cyg0A0 W1 t AC 1 ffe"::: 0AD V UYDOWNROAD YARD ROOADl ROAD12�40:0774LOAD ROAD O U �OAO M t ROADPq�` N MDAO O ROAD ROAD DAD R ROAD X ROAD DAD OAD 01 OAD E OAD F OA O i OADG ROAD N✓" IIOAD M SCALE 1"=100' 0 100' 200' EXISTING LEGEND • . . . • • . --x----x-- .s 910 OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND - 01+1- ;7Z F--- .. -: - ...) - UGC -IA UGC - 19 -UGC-2A - UGC -28 - UGC 3A -UGC- 38 UGC -1A UGC 1B UGC -2A - UGC -28 - UGC - 3B -- LIMITS LIMITS OF DISTURBANCE PROPOSED I' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE IA COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 30 CL No M O �• u ere - h . in W m m •• '�' a • O Ali • aN o 14 - - J W CONSTRUCTORS z_ 2 Q O z Q a . I1 05/0312021 47948 raz. F: -1.,a PANORAMA WIND M TREW!L MARTINET .. min •4 .•.a a. - fl 4. w ••••14h••., womb V V. F•n • a lnr ...11. .••..I,•• ••r •rt W. ••.•u... ..4,.. 14 rol W 4• Y ...••,M,... •..•ry Mr is .••4h,n 11•p .M.M o• w, •., eels ..•.•P. I .•VYO.•'.Y(.V. REVISIONS • ....X••• .1 - 14. • 'A. 11W/, 'n,.l ROAD T PLAN & PROFILE T, 11. St UP F t =100 C3.59 4734460 07/12/2021 11 Carly Koppes, C Pages: 133 of 223 :00 AM R Fee:$0.00 lerk and Recorder, Weld County , CO II Kill& ?111111 i I 5 i w s SEE SHEET C3.61 r ROAD -V k 11, \ \T PLAN: ROAD U ED PROFILE: ROAD U N NTERSEt TION N: 160217'7.95( , 1 r t 3431'-&.42 t I elI' t i I ' r / I , ' • / ' . ,.11 - . , I , 1 I. .'/ / . ' I , r f . , •\ / ••, , . Gto9.00 I. r 1 1 , , i., / . 1 / ' • i ',�� ' 5360 5350 5340 5330 5320 5310 5300 5290 i 1 • ' ) 1 • l I • • R-20040' 1-92.20 4.26 41 \ • 31 6.00 PC 7.00 N 1802166.45 E 3428854.89 11 • 1 4/7+9210 PIE '1a ` _ E 114�6589.59t8625.86. • MC: 7.46.73 , - " ' - . 9 N.1802170.99 E: 3426609.11 .11 • PROFILE: ROAD -U - STA=-0+50.00 TO STA= 10+00.00 i • • • TURBICIE TS . N: 1602220.23 E: 3426492.82 e9=5308.82 kfg=5309.52 K \ • 1 EP 76-05 N '69230i1.53. • E.34a6306.09' SCALE: 1" • 100' ' — I...ASIA , '306 •- In- — tolr&EM • S0' T :PM:. 1.40.00 iii- SI SAY -w06aw — ■ - � — _ . —esithd0 t . j w� all1 Ye - - -'— _ — `Qs=, N W U ,Al.' �Y. f t it tt-t WC f0 • ETA= - -0.ss`K2. O•]2 Ob ".-Z 1 16% I 0 HIVH NIourasys ■VISTA F Ale= A G--,4-- 1..-0 I�r�� r1.00. A' • a: . ;;914 51Y1= .1"'"„„ — : — _--11DhR -- 1f•�11C-_. - ^11p L - ..� �_ ..- _--- ry, b v to N $ rn't N '� a � p 8 MI '. g? at( 02 iriR 9 i.P' bb r,,J ice' i0aDtE Il_f S t Ns' her+ 2 r2 Off% an B'$ na an Pa 0 • DO 1.00 2.00 3• DO 4•DO 5+00 6+00 7.00 8.00 9.00 5360 5350 5340 5330 5320 5310 5300 529D 10.00 SCALE 1' • 100'h, V = 20•v ROAD IM at°ADW1 ROAD iRDADV UVOONIN ROAD I. YARD ROAD T� OADt ROAD ElIIDAD • OAD J a -R ROADEJ O� OADM KEYMAP ROAD ROAD ROAD R OAD R OAD 1 0 SCALE 1'=100 0 CAD0% OAD E DAD i ROAD OA0 P1 100' 2017 EXISTING LEGEND 2777777777/72 r• -•-•_••_•-•I .0 rOa 910 - - ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHAL T ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED V CONTOUR - - TRANSMISSION LINE PROPOSED FENCE CROSSING - UGC -IA --UGC- B UGC -1A - UGC IS - UGC-2A UGC -2A- - UGC -2B- UGC -2B- LAIC -3A u[C 3A - UGC -3B UGC -3B - ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 38 4734460 Pages: 134 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO A. O •cc •• u• • O r % a W 1 1 ' 0 z_ 2 0 z C- zg FigU J8 06/03/2021 47936 PANORAMA WINO IaEA-••4,4'..D Alf+ M TREW 1 L IAARTINEZ . •Ir. • a 6.414 L::...a.. 4 ••• r. ..:.Aw• /1µL r, r 1 tK•G•.t• 6. Y V i• —.. mills tillinc•.' e'*V .•M • -. `a It•.w• 1 ••t M.%. M.tt-.. • 1w.. W •.• P.t.■ t w H..ta. %-.).q era u.Y.l4. Sang ...'. 4 I . REVISIONS • Vd'.M.•. k,. Aw.. ROAD U PLAN & PROFILE 1 =100 C3.60 III IP., C1hJk VAII! t ,�Y4�J� III I - �. I' - 1 -r,♦ 1, �" lLl', \ ' ` ♦ INTERSECTION -10011.00 Y (/ - ' I J JtI� ; 102177'43 34227356.42' O I ' '1 Vf III wI ,1' W ROAD -U U) LLI LLI cn 380 5370 5380 `350 340 5330 `370 S310 I I • —• • • • • STOCKPILE TYP' SEE EROSION CONTROL SHEETS • • • J • • • • ,• J� 4.C M tIl .V �• a. . I // ROAD -V v / tlt lA. J• ; ROAD -V • • J • 1 1 (1 PLAN: ROAD V , . .IL u • Itl . / • • / • / •, , • ♦ 1 '--• , , , / • I . I . / I ▪ J / , • / I I I . • ;I • / • - - , , ROINE TT / r M 1602341.55- , • , 0 3428398. 10945327;34 i .38 • olf •1'7 • • r • • • • • • • / , c • i• • • • F. / • • I , ♦ . J I J :•J .• n: w I• -� IA --- .t..-. r- r-,•.. • • • • • • • • •I • • • • / • J • \, I. J <' PROFILE: ROAD -V - STA=-0+50.00 TO STA= 20+50.00 SCALE. 1• • 100' • 1 •.•- afar • • 1' '♦ ' . I /• e. / • • , •' I. • - / F' I III LU _^ V / I,• •l 1 II I J • ' it • �� 1 ` • I' • • • •• • 1•, • I• 1 1 I 1 • 1 \ I1 ♦ • ` • i • . ♦ •, - --- - - - H L,n STTI = &OWa;.-1e-i•.7• - ------t HIGHaty- — —rvTATAa Low CLWv S3]tn p .::::::ria mm• -�J-55. ELEY . X1137 ELN 1l.1! - Y Irmsrr Ariz Fse - 101191# — •` - 1pn M CLOT -46_442- WW 1 A.O. I. -2 14.01 A.Q.' LIN - - - - alnstw..40A0 , K4 63.14 K•70.05 •-- -- - _. .~ - ;$o VC _ - ti. M 6 VC -y .• P. Ti P ' - PROPOSEII R R.r. }111 - �. W-"... VI i aafir pug 300% 2% wrtTgnt momsw. • � Q 7 gt T il: 205% AYi aEY A.61. .-- a Sl4l.74 _ R N us —.— rr 9_ I is If(h`yyI1 Y7 Y'1s2' Iii$ ((nyy •► NY,� �!lyy�yVVtt 01ito: 11•i Nim o� N a Y•1 o.r4 N 2, $18 '�°* t] '_ N h $ o`� 1,1 ry hy., a r Z h ri g g rgn2ss aq 5379 37 oQ • n� .P S S. Orel rn en ru, �' S 1#1 Q,� t,4 2' 2 ma Qr V h� $ Si y M hN 2 g' 4-, :^ Q h .!? i"a8l R� � •,nt+ ii �I - .. P V 1g534137 q 5342 72 o $2 �j 1'1 .1 P c; 2� sy 9 m., s. $ 1�•ln w ,P'.. IA j(�S P re ry� IT fir+ .,5 g' ,ai 2 0.00 1.00 2.00 3.00 4.00 PROFILE: ROAD V 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15 • DO 16.00 17.00 16.00 4734460 Pages: 07/12/2021 11:00 AM Carly Koppes Clerk and 135 of 223 R Fee:$0.00 Recorder, Weld County , CO III led Nil SCALE: 1• ■ 100'1, 1• • 2019 19.00 20.00 .1 5380 5370 5360 5350 53.40 5330 5320 5310 KEYMAP ROAD Wk,ROAD W1 IROOAD ll. OAO V LAYDOWN ROAD YARD ROAD i_1_J� LOAD L ROAD �ROAO 5 °A°41040 AO t BROAD M 4OAD I ROAD P) "`��VVMttOAD R ROAD Nq ROAD VIOA00 GAD R ROAD X OA D X OAOE OAD F ROAD GOAD•1 SCALE 1"=100 0 100' 200 EXISTING LEGEND f///////////12i alb --R---x-- FO 910 WO OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED I' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING --OFRA-- - UGC - IA UGC -1B - UGC -2A - UGC -2B - UGC -3A - UGC -38 UGC -IA UGC 19 UGC 2A- uCIC 2B- uGC 3A UGC 3B -- ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 0A1 0. 0 •• t, • • Z • • O •• r U) O.. L 'F v oit St Oar •n Wa m ir i ��. 3I s, q G �m O � O r. •. a W CONSTRUCTORS z 2 0 z fzt CL .1 08012021 lat.( ^..et • 47936 .C..fc' :•X PANORAMA WIND 4 €1G44t F, I[••M F• M. TREWS L MARTINEZ a• M•/. •tl ilia tes448.am.-IS I. v.. •'t1-•, On•••I.0I M.IW I. Otto* r • - t-. M F •N.•.Y• ••.•.•M • -ION . V "J••il•.a.tV•tl MM•• VJI-• •' a..-. Iw/NS Y-I.SI. •••••.h. 4 tce .III t••.•a I.. •'.rp..•.M I I. +. .•� w,•• . •• I 'VMC.d..YGW REVISIONS V,All4•' aa•RI r��LI( poor• lcc c. be, .pi 5380 5360 5350 5340 5330 5320 • • J / \ 1 \ • __ • , L I• • x "la... • ii a.- -••••••-......., CA)PLAN: ROAD V r J r • • ▪ 1 1 TURBINE, T6 N. 1602380.99' . , � ) E 3430305.21 ' , /•', 04.- eg=5341.72" • !!4 � JAI"'------ tg=5340.84 - sip. -0 \ • • • ROAD-V� PC '31.96.76 ,d: 6b?282.Q2 E 3430540.48 J lap 3310.05 (..71892349.48 E. 3430/28,38 l R=300`.00' . t •398.5e• A•74,21_, PROFILE: ROAD -V -STA=19+00.00 TO STA= 40+00.00 • SEE SHEET C3.63 • •1 • , PT: 95.4.34 • N 1802510.57, E 3430830.82 i1 11 4 SCALE: 1" • 100' 1 • • ' I • �. , I 1 VOL . - L ! . - ,' . `-`. ! l_ I I ) 1 . ! 4 I I ! - • • • a 31 44144 - , -•- --STA HOMO; A.:y•,:. 41914-64144••30,Y6.0MELIM�]]q.10- p, art MSTAIImist= MfLilh4•34/1.•- •]]H.10 1aW ALA. towenv MAIM 22.711 •not, • 22!(0,60 -N4a,0a . • IHN .34 Rai.. F pusSTA Et 4.3$]•43►S �j •:747 ti; - _-- 4.014 y -- - -' - - .4.D * J 1 iOWMA.3N4/J•- .. 1O - x :IOW E1B!_1 -- - A D. •{•7 PIA STA =}t•w,00 }SOH CIA.. —� `.•y .?1Rck "' .. -- * Mt• 7.105( x a 4 �p.24 I ]6 .00 00 AO — M nal • ]]4044 _ . tL3aLta 1- �$ n 1 vc AD. -3112% _ SUNSEM•S PV1 -r 46 .ter—��,y VC } K. w.as �---- a' __ sI 41.77• �'i �.. 77VC R I - A •• - -� ► - tali ��••w�• n .. .a t rf . Ai•�--i„q srit It" iC 4D vG -R it.." i_F } . _I- itig DRi'" n AE n 44 Ip W '- t�ttt�_ -102% -?27% 089%x- -- tab a iJ • pRABE —_ t� • 7.16% —' _ tittttllllll� «- H � � 1y1 • { � 1 •• {{yy N�j a i►�a M a II�e j h n fne M A' ♦ r > bb b Vt Li n >� O0 51° Vi$ ^ Ix� � y1�� ip at 10 � 2 S -. br _ aim � n10 • Ira N :An h 2 [-k-5347 TURINSTA= op 5345 16 to ham ,2 >i' L'uni re yo of 1.1 p0 ^ '.i re p •^- 1Vc7 efN Se to ti 1g 22 b III O t`f h S2 pp�� N NO „1 hN, ft pi ( n i2 fa pp PI a .� hM 2'2t pp g 19+00 20 • 00 21.00 22.00 23.00 24.00 PROFILE: ROAD V 25.00 26.00 27+00 28 • DO 29.00 30 • 00 31.00 32.00 33.00 34.00 35 • 00 36.00 37.00 SCALE 1" • 10011, 1' • 20'V 38+00 39.00 5400 5390 5360 5370 5360 5350 5340 5330 5320 40+00 ROAD trOAW1 Lt, 1 0 ROAD LAYOOWN YARD ROAD T rsro ROAD I. ROAD �1IOAD a El - ROAD ROAD M �� ROAD ROAO R CAD R KEYMAP OAD V OADL OAOJ OADR �OADI ROAD OAD 0 ROAD X OAD E OADf ROAD N✓'J OA0 H SCALE 1-=100' 0 100' 200' EXISTING LEGEND r/J/J/1.�/121ii/ 0 — — Leo KY 910 ilt ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND F2S3 - UGC -IA 1B - UGC -2A - uGC- 2B UGC -IA -- uGC 19 UGC -2A - UGC-2B- uLC 3A UGC - 3A uGC-3B UGC -3B - LIMITS OF DISTURBANCE PROPOSED 1' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 4734460 Pages: 136 of 223 07/12/2021 11:00 1 i 00 AM d Recorder, .0 d County CO Carly Koppes, I'II ill ,liii RI PAM 0. 0 ore �• • O � • r E I.RI • 4 W CONSTRUCTORS • .. ZW,-.. a z O z Q a ,. • 0610312021 La. AC' : .tl• 47936 PANORAMA WINO ( tk341 L -Pr [aim, 1. M. TREW I L MARTINE/ .. SW . J ..w.a.J a. r.. I. -. r. a J.•.• YM••• it •uu3•A O•ou► •a -- ✓b••M••fN nareal V ..M •-• '4•1•••••••••••••••••••••••••-• i• • A.... 1./ •M M•la! weans • tlN We,. wrt.•I•• *Wag ..•'.J r• ..•.••..:V i. a. 1 AML•..;•'(" REVISIONS w ,S LAP •.J -Y ROAD V PLAN & PROFILE 1 _ 100 C3.62 I I' ' I \ F CO M H w wl w . PLAN: ROAD V r I I • I I • • • I ` , / 1 N / 1 I , J • I 1 [L • • 'A - J, .00 ROAD -V - PC 44.17.8 N' 1603319.45 E 3431031.11 - • • \' V 1: d- • i r / • • •/ 1 • 1 / ( • • • I Mug' 48.15.05 47 160382 411• E ,143)135.97 r // r / . • PT 48+12146 I Y 1803541.33 t 3431318.8? 1 - / r I 4 • \ • 1 • • =3110.00' B3' 0.5.41 iI I • • • / L I- t - TURRIifE T5 N 1603511 \ I E 34314Q6.9fQ • 1 J e9=53Q7.6Q ig=53aas - 1 — • • • • \ EP *Q.62_ N 1§62._ i 1 t 3431b9j.61 -- l 5360 5350 5340 5330 5320 5310 5300 5295 COPROFILE: ROAD V SCALE: I' = 100' PROFILE: ROAD -V - STA=39+50.00 TO STA= 51+00.00 - --Lewin y -Lew nnA -*mum . 1— - 1nW'FI AI•$119711 -' PV1 i1rA a 44430.00 MGR CI I a 44. -11 of - ;11 —•. flit tEV • 07 MIDI1 ELIV �•" - LcW5'A lit .Ie . aA ih :PIASTA-43.10411 •$ Mat -ur4,u -- ..,wkGv4SSo:.33" - it - •PN r ■O. VC • O. A.R-3.3A6' P1z13YA .'.1000 1 A .p y¢j,O K r n at : Pal CLEV • 5107.24 . sw� ' Al) - 4111% L _._— Ve •R 4' 9•' - fn tu o- 0.- .�--^—a.- R a91 17 s 4• :ems •• -e- .__ 1 1� :w �p 4.- 74% —. 0.09% { � a �� • • �� ME rip I�8 4 1 r,e Ki� - as to $g bl - Rr{ li'a Ml O MI 3- �'* I[1 0 2a a to � 0 Sa . e a. r 2a Ia ° f• a �i1R /'- aii a lira �' f` I Wa 40.00 41.00 42.00 43.00 44.00 45 • 00 46.00 47 • 00 46 • 00 49.00 50.00 5360 5350 5340 5330 5320 5310 5300 5295 51.00 SCALE 1' • 100'1, 1' • 2011 ROAD_ ... ROAD ROAD R KEYMAP �f NAUayG SCALE 1-.1100' 0 100' 200' EXISTING LEGEND t77777////7/7 _1 - -x -x- - .431 910 00411 OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED 1' CONTOUR -- TRANSMISSION LINE PROPOSED FENCE CROSSING _a• — UGC -IA ULL lit — UGC-2A — UGC -2B uL,C - 3A —UGC-38- UGC -3B - UGC -1A -- obi: 18 UGC -2A- 11GC 2B - UGC - 3A ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1 B COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 38 4734460 Pages: 137 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes; Clerk and Recorder Weld County , CO IIIMUId�rFIJl� NH 1 o. DOa9 $ 0. w Ian I o �m • W 1Y 1.1 • • N Z • • 0 a A J W I►1 1 1 ' 2 O Z Q a 06/03/2021 47936 c. II'- ,.� PANORAMA WINO a-I!-Iu.t.,.=AM.', M. TREW I L MARTINEZ w lbw. J 011••4•40•..e.... ••• n. .. Jw.. R'.1.4, 'I IRAn111A DAU001 ea - M M n••••••••••a =11y •. 101.4 1 .md..11. -. r a WHOA M.4• .• a.... ►Ine Mar•• vat a.. a,Nita, MVafa am asfraI.. 111...'•. •«1-1•WIC .11 a111 J. Vett •• v•WII •: ROAD V PLAN & PROFILE A. eint'i"... •:r-• i'.. 1 = 100 C3.63 I y'9 I) )1 ' `INTERSE9 ION 0'00.00 N 1606431 66 1 J1 % I I E: 342726738-- t 'i \ ^ ~ 1 5340 5330 5320 5310 5300 5290 I 4 • STOOKPILE TVP. / SEE EROSION CONTROLSVEEZ6 r J I \ r EPLAN: ROAD W . \ ♦ -4- a S( I ROAD -W 1 \ 6.01 1 • ♦ • • J • • \ • • • • • s • • • t t. • • N 1605446.15 4 3425645_38 1 \ i • • • r • PROFILE: ROAD -W - STA=-0+50.00 TO STA= 20+50.00 • 1 1/4 \1 • 16 8,00 • 1. • \ •• • • I. • \ 1 ♦ 1 SEE SHEETC3:67\ • • • • ♦ • \ • .e • • • G ` 1 I •o ` ••• \ ` ` 1 1 . O I • • t '• • 11 t • \ \ \ \ 1 \ \ \ t �I • 1t`I1'\ II \ 1 • I \ \ SCALE: 1' • 100' 10W STA• 15.66.00 • • • • • t • I \ t . • • 1 S • \ t I1:. 1 I\ t , �.- - 40* S: A _ 11,•34Lay —} L at.c...at_.ar aTA. >}E:iC Eta, sat • nD '341.04 • i 1 .3 WM — tc EttV .'f766 •PV1 -. f - -- - �. e --. BMA . 11 1 ,/�.Q, Ka 10,134 150 VC __ - __� D. • 2.DtN I (f .0 u �._ .. q-- - ,a.. • c- - ftf g R• 2.71 - - - ,— �-r-- J 11 - .... Jew iris • Jo- i _�T 1 • . as 2.27% , _ a21%T — u.z2% — — PROPOBEB Oi1U1C — _ 123X I • - Y . 4 i - f1 _ - - u O eAr of �v Np U. h IAN h � e ttta IMp•11 i$ q�t NF 1pM11 Itl i W Oi .fl FR s S N 1I•1 •A 141 a it h �Y.p•1l .. �' fi" p� Q '10 "'fp •D v1 a �,a ttpp� Yt' OI ^'±' 1{p�p1 �o �Ip� �1jQ p lY'I1 Ws b� �i •YIJf N ~ s 'oi e�' !• VI fg5J11.56 .g 5714 07 ano ....° m Irl P re V f 1 �• .� f�r0 1�r g 1•p�01 Y•1 In r p IC 1.1 'n e 8 i fV �..� �p yI ra S p '1 1In is I a 0.00 1.00 2.00 3.00 4.00 PROFILE: ROAD W 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12+00 13+00 14.00 15.00 16.00 17.00 SCALE 1' - 100'H. 1• - 20v 18.00 19.00 20.00 5310 5300 5290 ROA01N� Q, OAD Wt ROAD 11 9.R0A0 V LAVDOWN ROAD1 YARD ROAO T ROAD 5380 5350 5340 ROAD Psi. &�-7 IDA° • LJ allOADU ROAD ROAD R KEYMAP SCALE 1"=100 0 100 200 EXISTING LEGEND 7TITa •••-•▪ • 1 :0 — ONP— .uo ..tt 910 ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LSI Dome 5330 - UGC -IA UGC -IA - -UGC-16 ui' 'i: 5320 -UGC-2A UGC -2A- - UGC -2B UGC -2B- uGC-3A UGC -3A- - UGC -38 UGC -38 LIMITS OF DISTURBANCE PROPOSED 1' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1 B COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 4734460 Pages: 138 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes; Clerk and Recorder: Weld County . CO a. D O • oC �• • 1) • �(/Z • 0 • • I.I. r• W �►1 CONSTRUCTORS z 2 O z a� OEl4;Y2021 k ..cr•„Lail 47038 4;: E['ui.( PANORAMA WINO • rt,,mLFi 1 n.A\ r. Mt TREW! L MARTINEZ ,. 1.••.. a gala. .4a Jas..,.... Ir.. ...1.... ►....i• 1 ft.S.n I / O.W. cal wrar••...•*Auk -.. %..v 'a1 •I •.0.AtY.g.vrso.•-v sv.. w w r..•81 us .••••04. *soy •a 4•ar.at. n ta•all ...-a t • n. . not... . .. t ►•VL•. -•Lj REVISIONS n v'I. t,.•, IM •. l *1.+1 *IL"; ROAD W PLAN & PROFILE ri T 1 = 100 C3.64 Igintoki Ill III L. SEE SHEET C3.64 380 5370 5360 5350 5340 533D 5320 5315 20 • I • •__ 22 1 • V 1 24 DC 26.00 #7 V 4 / 74># 1.'74 CA) PLAN: ROAD W ROAD -W 28-00 • • r'/ i TURBWE TIO N: 1605523 94 E: 3424179.r1 139=53357 \ (9=5317.63• 11 AS II � \ I PROFILE: ROAD -W - STA=20+00.00 TO STA= 41+ R• 300.00' L 47,,08'l A•8.99 I PC 35.54.44 N 1605418.24 E 3423733.37 I r •r 0 rf P 1314.01.50` N .0805421.75 1 / 3423888.47 f 38.00 Mid. 36.77.98 N. 1605419.07 E:3423709.85 SCALE. 1' r 100' • R 4 •0/b I — w zerii w 1905510. LiJ ( E,'3423108.1 in - - ^, _. - -�— ----• ' - - '-- . ft R-e-37.wfl �• gTA. .Re - .i4W UN • 0778.11 N a it 5.1 N911 SUN PVI S AR Ej6N-300//0 31.90.00 *a eta A. 26x70.00 30 :_ -- 9WSTi Ss•topo _ . 0/M STA. 70.40NOM - • • .— —, , ,— •vt WSWfrsss4 / PVT MN•es — _._ - . A.D. • 2.4271 A.D. • -211% ' - - ---- - 4__m. v.- -1' K . 44 34 R-e4iJL ATI _ 1 VC Inc 4eo•v�--- ------ u .,_• 1 - - - iii - I • — _ _ -, e K �4 ,1 ' w-t � - R 7 pppq __. * _ .� Rp- N^ NM _ -�� r in �; : t:... w - fir.. � �- x �IlrrOi�rr�0 .A :U.t0% x -0.02% 2409 . 0.48% .��....---+ i - - - -_ �— . - -• ei '•'V g ii 'V *5 N1 2 a 12 II M IA 12 .Pt {25 in 12 K. N ti 12 Ng If1 11 P2 qb P2 M h fide' �t5 N re R5 VA vl al rf lff a 8' p •� Yl a S Ig 5338.52 fig 5338 35 . V. et IA co et el to o rig CI 5 r..+�es co PI In in _ re � a0/ 5 ��+ 0/,e fp� nl'f1pg h�+ Ice 2:: re 0 r� • 4 PROFILE: ROAD W • • • 28 • 29.00 30 • 00 31.00 32.00 33.00 34 • 00 35.00 38.00 37.00 38+00 4734460 Pages: 139 of 223 07/12/2021 1Cle 0 AM d R Recorder, Weld County CO Carly Koppes I I I d ill rN11 N� .r SCALE 1Y • 100'N. 1• • 20'V 39.00 40.00 5380 5370 5360 5350 5340 5330 5320 5315 41.00 ROAD tjta=c I� 0AD V 1AYMJ 16c03Li_ ROAD YARD ROAD ROAD ROAD 014 nnAO _O l_t. -ROAD ROAD ROAD R KEYMAP SCALE 1'=100' 0 100' 200 EXISTING LEGEND '////////////2 r_•_• .... • 1 fi CO ft. rQ' 910 0141 OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND CECI Dmmil -UGC-3A UGC -16 -UGC -2A -UGC-2B - UGC -3A UGC -IA - ULC 19 - UGC -2A - UGC -28 - UGC -3A - -UGC-3B-UGC 3B - LIMITS OF DISTURBANCE PROPOSED 1' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 3B D re es •• Nil �� • • � Zin P • O 6 . r LW 1_ A J 1 p• W 0 z_ 2 LL O z Jti/L3.'..,.l 1 p..C: :_t,. 47936 kC,.FC'..44 PANORAMA WIND Iaa.•,: ftictiM_t• M TREW / L MARTINEZ I.. •. ere . J r.r.d.J o•.a.:J. a. R. r J.rY YLMY/•ITMAO'S 6.OUP YN . -S.-. ♦4 w tl.b.. wSiam. +as.....Yw ••. fl s 1...J.-N...•.r I • ... ..•. I. _... •'WC•., .YC r. REVISIONS Y vn3.I. •i. 4!{F G � GN w• ROAD W PLAN & PROFILE t =100 C3.65 SEE SHEET C3.65 r• r"" I •_ I , . 1 • • • \ ' - �'•_ 1 delli - • .. . ,\ , :4. �• ' ' ` / I ..4, / ' I ' ,', , \�., , • , , • _ N.. • • I - I , , , I , I \ • ,N. / , ^ _ ` \ + • Si ♦ \, , • \ ', I I 1 ) ( ' ' , I I . 'i I 1 (,• •, •, I I I I, I I , I, 1 l 1 • t , I•, I , I .4/ , I , 11 , I I , , , , . I ' , I , , 1 I ( ' , • . >%:‘,;•. I I , , r Is.I • • I% ,\••\\, `1' I , I %` • - •• • \ , 441 I ` % ` 14r 4'41.7A \ .\. • 8444.33 _ , t 3412889.SL BEGIN ARMORED , N. • , 1 • \ RQAOSI'G710N, STA,A3.28B0 N • I • • , / / . • ) 1' L 1 • • 444 - 41..: R=900.0O. 1Sd6610.97 1,x51003' ( F,'3423106.43' 84397752 �. 1 ARIIORED O1kt? 2,Skth1Citi" STA44t0.96 • • • • EP' 50.66.11 a 1604819,14 - g 3422750.71 - FURQJNE TI1 )'1605032.04-- E 3422757.25 e*=5337.90 1g'5$34.48 - N 7641n.0a N 1605221.03 E. 3422762.74 • 1 I CA)PLAN: ROAD W SCALE: II' 100' 5390 5380 5370 5360 5350 5340 5330 5320 (1) PROFILE: ROAD W PROFILE: ROAD -W - STA=40+50.00 TO STA= 51+50.00 S$i$4.394 STA 1A •11.43 /iGMt7A:+4W7p n GNStA • u.Sa,•� --. q !try PIA STA.1Sev2i1. 4146frE A.D. asrrat�A ttsliOt • snia- it -fls no - •— • 13414.tow au • 113.4f Ira - tOt etev P4STA•4141.44- L0WELEV 53.U.01 - a7A•4tM0.: -P,MryI6:A --Y1.24 N -•- — V tev-4a N Iry 7� 'A.0. A.D. 'tOtF pMTV e EV • 3331.Sr • -3 Vet • 1 -.►/3% - I X•t700 —11114 --_ _.. Ks •A.0 -. T4i 4L • 1 .. __ w.•• �' — et 1 • In • 4 r � to a • , _�. 7 0.10% _` X.s �=. _ 147% .5 GROUND 053 rEM w -_ �� fROPOIOa_ . 4RA8EI. : 5342 73 II0. nI N o A� Ill In .P 810 I_ ry 10 N �� YI D 8 Q O I. p. 41 •1 a it fg .1 . 5343 42 II I 1O M O 1S Y/ 340 a S g3 * N R5 Yo 4I 2 re Q .1.2 mi h >t It., O' m 1'. Ill 2 S ie v1 en in 2 tp p 41.00 422.00 43.00 44.00 45.00 46.00 47.00 48.00 49 • DO 50•D0 51.00 5390 5360 5370 5360 5350 5340 5330 5320 SCALE 1. • 1001x, i' • 20V SCALE r:100' r-_ _ KEYMAP 0 100• 20C EXISTING LEGEND --x---x— — - — F0 or — ,.o . 910 OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED V CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING - ()HI .0 - - - UGC -1A - UGC 19 - UGC -2A -UGC-2B UGC -1A - UGC -18 UGC -2A- UGC -2B- - uGC - 3A- UGC 3A - UGC -39- UGC -3B - ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE IA COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 38 4734460 Pages: 140 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder. Weld County CO CONSTRUCTORS • t' ' . 4 . I :XNI •. 0 z Q 2 LL 0 z Q a - 0610372021 47936 ,...:.t C' , 1,4 PANORAMA WINO .t[. ...{ a.'•AM.F M. TREW I t IMRTINE2 •. r An . a ra a.a Me. -' .-4. as. P. r 14N Ina., LI I160.4.• A 4is:.• , I4 IN/ - Ii.,► II" N) -t ✓.44. • Jn•.SANS 1•K 4• t a.1la1t • 0 44410 ISO W4100.4.0441 alley weft. ..I- wilt slip .1444,4 3.4 4•C„I ). hha.. .. ROAD W PLAN & PROFILE 1 100 ( 3. nf, i Ilk:041k ligiatiKW L itil)11,410141 i Wsd KEYMAP • 17 -1R. Y• PLAN: ROAD W1 5370 5360 5350 5340 5330 5320 5310 5300 J I r /C oL � - - ROAD wi �_., li �T�—■I•A�.�Q iFJ711-M•J�1 -111-.7�6`�"1€10i1� 1 Mc 1.9¢.57 N, 1806487.87 3425772.051 -' • PC 0-00.00 4.. N 1805406.0?- / E.3405954.11 PT 3•gU1, N:1 746 C...)4 .16 v J r r � 8. DO • L- N: 1606251,68 - 4' 3425501.67 . eg 5311.37 fg•5311.85- • • L • • TURBINE:T$- • N • 12.00 EP 12117119 N. 1606444.74 E• 3425449.43 1 SCALE: I" - 100' PROFILE: ROAD -W1 - STA=-0+50.00 TO STA= 12+00.00 • /TA 42,7022 •er &EV SUNY AO.•aoe Mom '15110 _ HIGH *- 4TESTA EY' •31Q.50 TA -.0.00- .1 rtetk-a IOW rt.4e n Ai). ,y� IG P1/ �. - _ -- r y� 1 1 •. i11 a- .0 — . e . -ga _ - W -. A VI ■� 5. P. z w4r _ , •---mac -I On 2 04% --T- 0 36% • ofiADE if —• r {t�y•r 11.. IA •,C � O � M1 hpI to '. T IP .� rs it; h O.E. tlI ' y, a 1'� .1p7 •o r. la b In Mpl • y 2.' un hl•I �1 N P O Ni ti t••� 1`�- U rat p O.LA m fYl .; 2.12 p •e re � O r. I �i � p O In '1 41 .' Ts r, °' .. 1�l1 5p��wn Op W y ffi 2 4p, Opp 0.00 PROFILE: ROAD WI. I • DO 2.00 3.00 4.00 5.00 6.00 7.00 8•DO 9.00 10.00 11.00 5370 5360 5350 5340 5330 5320 5310 5300 SCALE'. I. . 10011, r • 20V ROAD p �sROAD W, ROAD LAVDOWN YARD d( ROAD 73FOA0 v L.J�RROYAD l.�J - Ot ROAD MN., L� WOAD 4 x` ROAD "AD CC ROAD OADO � ROAD OAO L OAO K OAO I SCALE 1 =100 200' EXISTING LEGEND L. • • •.. •a •..• a 1 -- - - -- 5': --x---x- 0 'Jr rO� OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE 910 PROPOSED 1' CONTOUR -ate-- TRANSMISSION LINE ® PROPOSED FENCE CROSSING Dolma - UGC - UGC -1A- - UGC 18 UGC I B - - UGC -2A — UGC-2B UGC -3A UGC 3B UGC 2A— UGC-2B— uGC - 3A - UGC -3B — ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 4734460 Pages: 141 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes. Clerk and Recorder. Weld County CO 111 WW1 M I ��I� M�� I�� l I�';'�� M �'� iv), till W CONSTRUCTORS a 2 ce O z Q a - z 08 06.0372021 rcr-- m -r- 479.36 PANORAMA WIND M. TREW I L. MARTINEZ u Sal .V.I& J•Y.Iµ.A.. N ...duns 'mewl,. LI I IMI-10.4 OP.. . i'.S .11. 4..•1 Iry rants t•..b . . •4w.•. Id •r h lS1 Yrr•0 ►N.Y ter u •na•.. Cs ..T•J I • ... • •,' a *. - •. I ti • • 1..,, REVISIONS UIIX/.. F lh1... I ..w 'G. ROAD W1 PLAN & PROFILE 3.07 5310 5330 5320 5310 5300 5290 5280 5270 J I INTERSE CTMJN 0•00.L6 N 1586814.47 E S43270/.86 J J J HIGH ETA a D•40.00 HIGH ELEV • 5302,3! 1 4.00 6•W 'BEGIN ARMORED ROAD $ECTI9N SIA 7+02,72 ST LE -VP. sEe EROSION pottotOL SHEETS • TURIWINE T33 N: 1 725.59 E. 3433316.64= e9=5283.2t' fg=5284.`t 5 ENO ARMORED ROAM . 47A 8+47.63 • 10.00 1 ROAD -X �- 1 • • r • _ 12.00 5" d • 5' • , 'J�,• , \ I • �, \ •. • 1 • • 14• it: / 16.00 r PROFILE: ROAD -X - STA=-0+50.00 TO STA= 20+50.00 SCALE: 1- • 100' 18.00 i 20.00 r �.J H w w It PVCsTA • 8,4 1.06 LfN 14TA 4 St i5.00 40W BTA••-7#.q` HIGH pvt wI �IEIE�7+S191•II: STA = 1.07.00 !11 OfA•11 (A.1s•w.ee PM ELEV • - LOW EV • 5264.1i STA= 11• 12• MIX A7 .110 •ELEV • 5101.66 -- PVISVA•4•70,00 07164REY•5202, D. • I.MS ELN=rx _-. 0 00 -r- - IK+i1.72-33.711 -. - - - -A41rya"•'•11••1 "1r CA.a•DO.09 ; :thenTk. t r ' •vM CLiN-112171.67 • AVI t - 1 It VC A.O-•2.1177 neV-•swr, A2.4.1D11 li•5011 , w •VC__IP fK-11.44 . -"_. ___ - �( _._ 2.4 ♦ Cz 41: I Y : `�' ww 0 0 $ia( C" _-- j� qMw� _ t.�ni 0• 7p ' - r n i -, 1 �y 'T QQ%1 �I{y 111�� . _ _ • • I • • ■ Y . i . ,W , h • •, 3 57% -7.15% w" �� ----. . • • • I1Q( ��pps g21°n y' ets i : (Li ea h a to r, 1IA jRj t2 t u 4 la tri Fr r P $ 1�y Q tM1 to '4,l•' '°t, lo ~ r fg 5282.55 p 5287 57 r Rey ti of a r g ^ kite P r IgQc .t�2 to t1f P i in 2 phi '� •E it 7p 5293.45 p 5292 63 N.po pot '�a`y N I�l 0 if "� 2 �K i'�? 'p��'. e„'oI ,� tIf X18 $ '4 8'1P "IIi •� �• $ t 5267 39 n .2 0.00 1.00 2.00 3.00 4.00 PROFILE: ROAD X 5.00 6•DO 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15+00 16.00 17.00 SCALE 1• • 1001+, 1" • 20V 18.00 19.00 20.00 5340 5330 5320 ROAD V a4OAD WI Le urn=cirOAD V ROAD I. ROAD Tj ROAD OADL KEYMAP ROAD El -ROAD �"0 b [1.JlOAO J LI 110A0OAOK ROAD II ROAD ra\ROAD 0 .e SCALE 1"=100 0 100 200• EXISTING LEGEND 2=7 7177/Le 2.- - 0 " — ate— — rOJ 910 ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED 1' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING 5310 -UGC-1A UGC-IA- ULC-1B UC,C 18 5300 5290 5280 5270 - UGC-2A - UGC-2B - UGC -3A - UGC-38 uGC-2A- UGC-28- ULC-3A UGC -38 - ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 16 COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 3B O O CC ≥6• tort ,Tr gry, • .,ww W". m m Y/ g 14 •• Z r • o Cath • Pl W gillaillEifiCEP 06/03/2021 I., r. +.a 47936 PANORAMA WINO M TREY,/ I L MARTINE/ •.. Sr.• 4 SI. ..J JAJ-bY.•. w t4-•. p.. M•• s. I Mau'. 604,1. 114 •t.I. M w ••M.Y•.• IS ..M •m tti r. Ile t•.-' ' at low II .N M•4,..•.. • .►.N.. In/ rd1•«41 I, a-4q•t•t•I. ..T^I rev until ••• slop I W..t4.tl REVISIONS ••W., r110 TAw ".y.J^.•Met4il Ix. ;MIL. ‘,.0 r• ROAD X PLAN & PROFILE 4734460 Pages: 142 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO I ::•. •.r.. I,. / U 1 =100 C3.68 '• - • 5330 5320 5310 5300 5290 5280 5270 5260 5250 20 • \ • ••• , NII.2,:Ne^.4-PT 20•\14.,227 .1.611%.93..1.611%.93.' N; 158665262 A■3.32 \'E' 343473,,74, \ Mkt 20.111.48 - 1588652.2t"N 15866.2B• F 3434775.97 N PC 20• 12.69, N. 1588862.07 E. 3434720.18 22•CO • 24 • 00 ,• •• CA)PLAN: ROAD X ?.fy .?r11 • cep or00 ♦ \ \ \ \ \ ( 1 \• • ♦ 1 • • \ \ I •• I• 1 • INX • • . 1 • • • \ , • • • 1 • • \ • • 1 • t , , t \ • • • • \,••, \'‘ ,• , I. • • 1 1 ` • 1 1 I • 1 , I ' ` t • \ • \` •• &*JL VtRTS C.02% yY\E CQD3{` t • k\. • I 1 • • t • it • • • \ \ \ • 1 • •• •, 1 • • • i • N • _ . 30.00 "7-I- ROAD -X I ` I I ` ' ` t - \ 1 t • • • _ T`'.' `5 • / , • , • , P. 1 • 1 1 • 1 I 1 ••••.- I 34.00 554 • S. • • • •. �.• ):';; t PROFILE: ROAD -X - STA=20+00.00 TO STA= 41+00.00 /- 1 , • / • - TURBIaE T31 N, 1566934.49 E:34366Q4.94 36.00 ep=5285 \ Iga2a65.f.24 • 38.03 • / , 5 • \ • SCALE: 1- a 100' I 04 , , _ , 1 • \ J r \ • , \ 40+00 J STA K 32.•L • 5)•).i _ -. - Si HOK&A. !00.00 STAA 1.1.6343 1 I W OA .3,St $6.-' 1 NIOII K5V • 14i.•1 — OW SFA 7 a EIEV 5?6) ! -- KEV .52•E.pe 2!•)7LN VW Ta •T. 30.00PASTA ' 21•o3.IR Ow El.1V 5$ 17 '� SSW. A.O -w3/% Yi• i n S° a •i41.e4 1 sF A-i r. , W - Ail A 12 IAA caa • tau .OW STA a 25.14 rt aw s1A L —.L _ RSV A 5.1143-34- y - - -r-- — • --.' - —1 AD,A•4 A.O. 1•.12% ' _ OWKE31•31•• PVI ELPV-52ee�t A.O.-•LJ•1M - ® - 7C • efn3$IIA��sa.s — _Alta' Y • • SA S. A4 •4..i - e4 A J • FYI FRi ' - -, I A.O. 1.eDM -- to VC • • It P. . R .0--.-- ,— i ;. - � T, of l, tli1W' II im_ �_ w 'Cit _ 4 •� •.- 1 �A dp Y / 1.1b11 S`ji- QRAC�1 .1.-- -0.94%,—" 0.87% �\ C 49GULVb TS - . . 1 • en N h ?a •��.�- N ^ ,,, VP m �Vp N h 8P �f ioO ig'qg •pawl^ryp &I, _• 8's p r hO EP.:I{A�y kill $e Fy ram N IFf wf So p �p�y RE' Yf Vs �� SV �qp f^p ry V1 8'e i0 roiG A 1by 4 f�.l fAy N P Sipe• (4♦� l�F••�' F` iY .fjdf SP I �A H Vf it tl N.ipp �qy 1ff VP 1� �t0 N b In ITS a la) h =r y, Ss' 1 , 10n yip N ry Si P• 40 •� N •,1 ?� p Q, a 1`1 en 4 '�'I 1h V tg 5284.00 eg 5285 52 '"• •� h $ VP IWm a4 • • • • PROFILE: ROAD X • • 27.00 28.00 29.00 30.00 31.00 32.00 33.00 34.00 35.00 36.00 37.00 38.00 SCALE 1• • 100'M. V • 20.V 39.00 40.00 5330 5320 5310 5300 5290 5280 5270 5260 5250 41+00 ROAD VIA WOAD WI WOAD %JMOAO V UONM ALr�2_l 1111 tie YARD ROAD T�R0M ROAD 0AOt KEYMAP ROAD tesn d110AD a OADa�-1n17� ROAD �OA ROAO 1 " K OAD ROAD It �♦�C ROAD OAD k Z 4� U SCALE V.= 100' OA0 E ROAD A A0,%**AD OA D G 100' 200' EXISTING LEGEND VZ////_/1//lTa -'V 0 a U 910 OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND - UGC -1A - UGC -18 - UGC -2A - UGC -2B UGC -3A - UGC -3B UGC -IA - UGC 19 UGC 2A - UGC 2B - UGC 3A UGC -3B - LIMITS OF DISTURBANCE PROPOSED V CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 14 COLLECTION LINE 3B 4734460 Pages: 143 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CC III POrdliFilqiiiMillfuMP f 1,thlia Igo), III III a O • • •X • O r• E a 1-1ea 2 oa Wt V A as a-4 5TH 4 O W MEIMILIMMEIR ..-1- 061032021 47936 ,A ft"4•a PANORAMA WINO 1 tk!IFE Fe, tai./...; F• M. TREW I L. MARTINEZ I •-.. w• .44,117 1 -A... d.\ 11 V. ►. .•14.f.. Swam HS*,* A oA.• p N +1.• 0b. A •.4,1 *1 WII.l.1.a •� .4Al1 .•1:•) • a11 III'...•Mi I' Y 1•M.M. WI Pal 10•40111- W4YWa V •'.'A•0 MW I.••.I.h salon/ •1AMM V• h.,, •vM".M I•' MVVA.YtW REVISIONS •11•..34•• 4YIfIAw CU1/IT• II r GC alb d. h 001144 }AW •. A. -T 'L' ROAD X PLAN & PROFILE 1 = 100' .- C 3.69 r SE / IC •30 5330 120 5310 300 5290 5280 5270 I • 1 • i 1%, - Ott ML .LC)M--WC -M—OGC t•--tLC-1A OA to --1S+C-t. - U4C- - J• 42.00 - 44.00 / PLAN: ROAD X ) I • - 4f •00 I 48.00 - 50.00 , J ' , / / r • / • , ./ ../ ' r / / / - I ' - •▪ ' / I r - / , S. / I • J -s i y 52.00 11 • • . n • ••♦ • • • • • ROAD -X—' NA 1 l , , • Pc 66.11.80rt -R•20008' N 1688930 67 4.8'97 E.3438300.'48 80331 • 1 — I ,, J . I I ••J ! ! 1 , r • TU(IB1CIe Zi34 N. 1597031.1 • E. 3438211. egz3"286.40 f9=5286.04, • A. PROFILE: ROAD -X - STA=40+50.00 TO STA= 61+50.00 SCALE: I" • 100' \ \ \ \ . 1 . \ \ ,,.� �. • PT 68.75.72 N 1586045.83 E 3438370 34 Mad 56.43.76 N. 1588935.67 E 3438340.01 ✓ • s ` • \ ~ 1w Iw • Iu •4G$STA• HE14ELEV AAFIA, 4}"><.40 • f7f7 11140m • SG" STA•4• 4.00 � M EL • MI PVIS W • 0' 60.44 PMELQI.3202.40 -oiN iI - ..- 14MIEoTALa' NIGH STA ! :i-23.e. 10015?A • 97•H.17. 64 ' - .or Satr7 �v a 51aF.1s 34 REV • {iK 414 NIGH W0I CiLV . a,u3.sr. .. a-000 - Stttff . - L Mat• DIA J. PVIaA.» ' AO F •7436% F18 T521104e 6Z Marv. i !. •Y '1' 41I pS[ELEY• LE••IN0.00 S0i T- 0. • -2.5% Ax. •4p044 - A.O. •-2. - .. 61.1.1 -- K 41.,2 K•41• `-,• R.� 1(•17V0 120•VC toy VC sic sr t so wis 40 5 d �+y -- �•2f �. ,.r,►t I,n rte-- _ A� f I tok _ , ■ie,M� _ • 1 _ _•_ —.-• -- - - _ •. t tN, 5ry .VtF1 p1 tq0� 5 r 5292 25 n529277 -I ry 5292 43 1p 4D M1.i 5ti re I� NV ',5k We q '�•'�qO?t j� VII We jtj •�'O P2 p Ida 1.f� t� is N. �1�j to 2rAi n ?El O rn ~i N N S o ;0- Mf a r ip 5284.59 rp 528553 Yri ^- h e PS y� o en U tie r a Sa m p$�•i a yj S,e s hg. j iE t.e q 41.00 42.00 43.00 44.00 45.OD PROFILE: ROAD X 46.00 47.00 48.00 49.00 50.00 51.00 52 • 00 53 • DO 54.00 55 • DO 56.00 57.00 58. 00 59. 00 STAFF V • 10014.1• - 2011 60.00 61.00 5340 5330 5320 5310 5300 5290 5280 5270 ROAD 1M won) W1 , Ub=drOAD V MN ROAD IF-� ROAD T ROAD ROAD ROAD F1.{1 � _AIROAD lJ f OP -ROAD M ROAD ROAD R KEYMAP SCALE 1`-100 0 100 200' EXISTING LEGEND PrStZti I --x---x-- Fe we rOJ JO 910 OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND otA►— UGC- IIAUGC- IA - UGC -18 - UGC-2A - UGC -2B - UGC -3A - UGC -3B UGC -IB UGC -2A - UGC 2B UGC - 3A UGC 3B LIMITS OF DISTURBANCE PROPOSED V CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 4734460 Pages: 144 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder. Weld County , CO II hU��N41l4'JhNtY�i�+�lh:'�I�f � i �+��iF1, !h'J�B� ��tiY4r� 11 II M6 O sec • • Z • p • 4 E r 8 LL TV a 44111? mis gg O o. W CONSTRUCTORS Ti : Xvr, . z 2 0 z Q a zg C) U Og 0$/03/2021 rrTR_ .n 47936 P4..t(I I:.14 PANORAMA WINO F ib44[-T • ..•A.F• M. TREW I L. MARTINEZ . » Sr. • 4 Mt*. 4144 ,•. 4Ar'. t t• t• r Jo.* o••• N 1 MM4C $ GP ..14.# . r w'Woes'..r,ob P..•s :4 •614 • M•.• v Sr -r M/.••• M.K... .}•v .V- W►Mt••. NM•* ••M.A t • - n•..:M• •.-4.4 'rMVIY•.dC,I REVISIONS .p'1 • 1 t.1.N'•..A GPI P:•. ROAD X PLAN & PROFILE • 1. 1 = 100 C3.70 i 8 6 C f I O � - • `.�"„• • • • MCI ▪ =_- . - , ,'/ +// /// , / // ,'."•e - -�- - - - _\ • I ' Al// / 1#,";,i„ ..- � ��_•`. - 1 . _ /,+,,/„ 'd, , -.. ..- -- Ir.: 71, a , . \ -• / - / / �_ PC es;3D>Q& ti • I ' ' ' 1 (v. N. 1557276.4• w -' %III ,�� -% t' (13 UJ \ W f \ \ cn W f„. • - \ ` \ • I`♦- 5340 'it, 5320 5310 5300 5290 5280 5270 61 • \C•♦i4.1, + % 45+r4 96 ' - Nt 7440 E' 211 - ,., ;%:.`�� 1.:: I.,- .,1 • - ..-:,..-1---.:- - ♦ - - - - `♦ .\ . " ♦ ••• • yr• ._ ..'• • • ,, • - 1 \ -♦a -`, ` ` `` ♦•• •• ,v `♦`\`\111 \ It 1 %\ „.,;•!c.,. ` ♦ , ♦ ` ♦ • \ , 1 •• a y PLAN: ROAD X 68.00 J/ 70.00 / / / ,/ 1 I I / / / • SEE SHEET C3.72 I •-'T • / \ .�,..♦.✓ i•- 11 . a , 9 I•+ 'FUR81_NE T2 ` \ / _ s \ Rl5 747 9� - .� r ,•ft•;43 224 - ' I 9g,=x322.7.1 >17. t / / - ...0 11- , ' / - / - .... /,' f . . I . I • - - , /4778:Z1i ROAD:X.-7— 11740 / / `,- .-`• I 72. pp 7..00 , a58761•i.e6 (A¢ 7`..%' 34411297. • N sflfl40.64 4r 3440j08•V, �y. 36.50'/ - \ , ,545?7 - -- \ ' -- 1'K . ' /. _--`,_--_ � %- ♦ -- ,,/ ,/,,i,, ,�- - -- -. - % '..��+/. ,, /e ~ ,,��-' ft.- L1 - "�`-'/,/#, • ,.',' • + . --_-_V----' ,,, - • • • I 1 t • , , , PROFILE: ROAD -X - STA=61+00.00 TO STA= 82+00.00 • } • I WIFNRFCIION V 1947766.24 3446444./3 PT 80.20.14 N 1587777.39 E 3440450.37 ;R300.00'%ad 79.45.10 L=150.OT 1587'706.48 6-28 3440429.64 RC- 78.70.07 N•1587640.93 F. 3440391.75 ` 1/4 I • 1 - \ r ♦ t I I / I , • \. / , , , SCALE: 1" • 100' I —� : 1- -4 -4 —. PAoPOStN • t �•' �� GRADE /�. I Low STA-4D.1c.D6 LOW EL�V•52M.n—r 0.3(N! �1� —•.t E 1.-- r ,wiain!T9! -- -, « - >_+� - _ .. - - - y��-.. 4rot _ — —.. _" - _--_ —,, -- r _ Pwi.W-anM—. _' - Ira *GAST&aI..u.71..$. Er .. ORPUNO la � - �- at 0 *14mtaEV-53n.» , W-6in4c I Imo'"'xoWtLEv 5 44 • „ �- _ — — , ''� Pi713TA=>;e}39OQ t 214 •_ _ g.� • • _ - l�.N qTA,u.aD.o4- 'S � -'PV19U=Ii.-1. AGM eA-•ra•05.00$ .p - - - .� II, 1 I PW SAW =6304 7 M . L t 1 1 •Pe- won AEV -561.46- A.O. •-S et . t .' r. tot EILEV w `Tp7.EE n +i }3 n ' . •nrro W1016 r Y a 271 ' PM', It t 34.16 k FNMA • 73.70: PVI W -iir 1.46 ifb VO 'f -- PA GW:V - 4307.13 -- > Y t 6 ' h VC • a , II , - - .. y yip A.Q. • 4. yE (j{ re' µj60 A.Q.ySd ,u ♦ -0.06� - - - •_g. La_T.24- i +la+ )(ISO -• iiL ii vet T 1 Gti -. ...• - - VC •I-* _Gi.fi - 1 1y'f_�- 1 p 5372 72 fp Q N 8 �p 2 re g en i1Q Irk 2g 141 Eh re it n ZN'. ro iI fg 5319.88 9531537 tas o 8� vs R� 2 S'.!a '-n Ss t•Io+ ,-- N IN h i2 5'2 u3 IC to '� 4:Y'i t E.�Q! 41 „� 2 y� Z1.1 2.2 t/� �n in t2 AT U gM %b.Q' .O �(r 5 r DI • • • 65.00 66.00 PROFILE: ROAD X 67.00 68.00 69.00 70.00 71.00 72.00 73.00 74.00 75.00 76.00 77.00 78.00 79.00 SCALE 1" • 100'N, 1" • 201/ 80.00 81.00 5340 5330 5320 5310 5300 5290 5280 5270 82.00 ROAD AI f.*OAO WI a kit:cc/340AD ROAD LAYDOWN ROAD I. YAR D ROAD T ROAD zroAD 1 N OAD ROAD 0 � I OAD M ^ it" 1�/ R C�pOAD ROAD 'P > i VVII KEYMAP CIAO • 0 100' OAD E SCALE 1-=100- 200' EXISTING LEGEND /ITI111/1/III p 1 -x- x - OH`- - rO' 910 - OPIto LSD ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED V CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING Dame - UGC -1A uU('. 18 - UGC -2A - UGC -28 uGC 3A UGC -3B UGC -1A- UGC IB UGC -2A - UGC -2B- uGC 3A - UGC 3B ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE ZA COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 4734460 Pages: 145 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes. Clerk and Recorder; Weld County CO KI it Mill it% id , ,a� l ilI N °Ggal 0 $ o1 its • •, o • 6a t • c O,4 E 3 Lo H a ea 444 W I►1 CONSTRUCTORS N4 z_ 2 Q 0 z Q a 06/0312021 Ix ,r. ..-k,a 47936 -C. .EL. ,.4.E PANORAMA WIND M. TREW I L. MARTINEZ l.•. SW. •J MtY,d.a OOWuv 4M. I. ..IM•..IM1N4r41 I saw; if OP 44440 I. ^.•r -I M •..••6/••, stoat I •" •• -a -• I t..a• 3 IDel4a• •.a/1.. -+ •••• 4A*SWUM; ua•„vac - .1 Y • M tt gar a 4• %t•'••.aN t • ... .u+4. ....I '. W..•.•...KW REVISIONS _ • M ..p. • I/ -x •1060 • • I' at,.!, > [KtN ;Avon, .14•, ROAD X PLAN & PROFILE , • N C3.71 5310 5300 5290 5280 5270 5260 5250 5240 5230 5220 SEE SHEET C3.71 kJ • I -at D -X --� 88.00.. 86 • UU �-'r , S2•- L •-•\ •-_ \ \ \. \ I ... X ::' \ 1 I I / I / - I ,- •-" __ --I / 1 /. / -- -- / / // / . / 7 i / ../' !; � .�.7 / / / / ..- ", • / / - / \ \ I \ ,, \ \ \ / / / / / / J 1 / ,/ , I / , l / / / / r , / I.. ___ __ � -• - - i,,. - - - - r a .••••- - - ' .- / .01 --�-r/ "ate• PC. 93.91-.19 .- - - N 3589'31.18 >5.0624.3 R.300.00• 1-322.38•' ' -C.0-81.S7 - / / -,''' / • - - • a _ - /, ' I 1 M 796rsz.3Z /' N 1589277.0 - - - • , / E , , / / : •3440721.37 , _ - - - . / ,,- --• - 1 I I I -' ` , I �� , • I PT 91',13~55 N 15893613.15 E 3444858.96 I I I /•;/• / / /. I I *.'d4, / .{.1/ , , \ • - - ••I 0 SCALE: 1' t 100• PROFILE: ROAD -X - STA=81+50.00 TO STA= 102+50.00 • ,, / / / / - / / / / / i •/ / / / / '' / • • t SEE SHEET C3.73 r / / • - • — -- .. . . - -- . . • 1 •. ~ . Low 5.00 �. �_ : - 1 :I OW 64.47.4 00 _ * am at' s l ow n tv.. .46 - PVI STA-11910 PVICTA •07.18 ►w6Liws]4s ti AM RBI •S252 -- _ 'v Avi_aA 4 - - �-• AM. 4.1111L A . .�.�-� - - - K' LO V E1.t 23LU -•.6.41! - ` - Y6. 111 nem. Kr a at •100.w.a S$ it _vnuirisaaNar a .0-111 --�n aiw*SMJSAO -_` - - - Py1H •521 N M HMO v - - , i e , Pasts sailor* ' - 61 -291% — . .fin„. 'n'2- — "447 ve rot s ew- 11�. • sons T51'r - - + ■ yy�t{pp e -` e e — yyy� pq. • 6RA9E - - - - -. 1 ryp Mf re IA,yr3 I j sip rP 63 73 52.6 ^rye t�f Sp s O �j i M j .ge Pt N {ay[�j� ID>I 2's A w ry,c Iff Pe w��y UI Pa ~$ 1f1 Pa ^ n� YN3 rs' Oso , W {Ay YN'1 t' re F. en UI V'irt r SIA re tri atnul Pe gl Pa .'1 i<a S 8'.e OIin P. hn Pe g N in a Pt N h ui °pmt' ,�t S.9 ID IN. 51 N to rY N 82.00 83.00 84.00 85.00 86.00 PROFILE: ROAD X 87 • DO 88•DO 89.00 90 . 00 91.00 92.00 93.00 94.00 95.00 96.00 97.00 98.00 99.00 100.00 SCALE 1' - 10011. 1• - 20V 101.00 102.00 5310 5300 5290 5280 5270 528O 5250 5240 5230 5220 KEYMAP ROADNA 4OAO WI L3 � U �.ROA0 V LAW: ROAOL YARD ROAD T� ROAD oADi eft ROAD I's...04Ds� OAO�(� ROA0 6e0 ;0 K —VOA01 ROAD Rt�� - - ROAD OADE _Norernis3 SCALE 1-=100' 0 1 EXISTING LEGEND r111//////I7zei -- 10 4 910 OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED V CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING Dna - UGC -IA UGC -IB -UGC-2A -UGC-29 - UGC- 3A - UGC -3B UGC - IA - UGC -19 UGC -2A - UGC -2B - UGC -3A - UGC -3B - ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 R D O 4 PE re ajO OI • P •• O NH T E a !o a W I►1 CONSTRUCTORS z 44 o z LL. 00OY2021 47936 e: -':.a PANORAMA WINO i:r F•d:F.M.r• M TREW i L, MARTINEZ «t•w.. •r.•a•t,.IlMJDt,• D•UW as •w d w r.w.w•.• •nM w .. to .v 'a-.tt• u..',.• .., Pet ••.Mra. ...t�... Dyrdl..Q•L t«.WFM• .AI V Wart Is•••v kJ, Os I•t 'velvet D• •• •,a -•.f..' • « I r I•/MC.a (AC yI REVISIONS • M•0p•, ovevw: I Lira. TS* t tt-,V- ts I _ 4734460 Pages: 146 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO KINK I.�II I III�h�� Ali�'�ti T 1/4114 .1 ti•tD'R. ROAD X PLAN & PROFILE —I,. 1 = 100 C3.72 5340 5330 5320 5310 5300 5290 5260 52%0 5260 5250 r ch I- LU U) W U) -- \ • • \ N \ \ \ -TUR6INE tba55 \ \ 344 331:6Q\ ve ,‘eej=l52.7a. 11 • 1p4527 PC 10415.337 N, 115.31 E 444 56.14 V \ • \ 1 /k I l • \ \.t I PG 14).,16.• M 15f10;i4n.7o E 3f42418.22 2 N. 171 N S \ \e a iat ,1 J. — : - — — — — Z.S.—S",_. ---- . • -,e,_ r i , 'H , \. : _.... :4 : I, i w. — ▪ •:.▪ I/; 1/r: \� `% � - ', r „• ±..... ''.... •.... i 2, ef/Iti2; r*"._ ro.. • . I \ L .. ''. • i 1 • / • eys -4,154 '39 • \ '� \ - _ _ . � i / II) - 1084411101 7484100622553 N." • 4441005 — IOC -� PT. TOS-07 00 ROAD_X • , r ,A�fs, f6o -N,t .e5 \ _ _.lI .. • 5 , 108.00 110.00 PLAN: ROAD X - .m 15(087042 E 34422S'R47 I12•OC 1 "rAy big \•s 350.00'/ A•107,4 SEE SHEET C3.74 eta" •29.97 1590727.59 - E. 5442745.30 • • • ` PT 122.15.7 11f006720 ' EN.34•42S42.9 Md:12"•45 \N 1500467. E\3442471• , P5200.0e; lai5je.7a p*74?i i \. ' • • . • • \ • PROFILE: ROAD -X - STA=102+00.00 TO STA= 123+00.00 SCALE: 1" - 100' • • • • • I I • • olio. 81A ..whwham_ • - +- • S1A 4 114.57.12 . 1 -• . --_ — SKIM ELsv.77er02 �lA.St►41nt,n7 Lbw aril -tale • -t -- -._'-' pansy!. PV1EtEV-S2loes ,- *vs 64.8v []ilk -. -_ -` - - I ' LO•'' A•101•$199i i W .-/374.13. _ _COW A.O • -1 1.441 _ A.D. * 1.76% 4. - x117.24 _ K. 7/' _ - - - _ --•--- r .--- _ .. 1a 1 - - 299 vo - PLR A. 1 •40.00 ' _ - .I�•7• PIA • Vr4i _ `--■LWWIsTAaite•SiJ13 _�• . -Is--F — -- - _o _L -_ 1 _a !t1L± --'ate v ^/ PV1ElEV- Iy 7.99 W PUTIETI C71" _lI � • „ • i z 1"t - _ -t ; ' — K • 211x3 !� _ —� K 447 VG tit �Q( I•� -•- -- 116.110- . -t `- l .. _ Y --J: 14 _ V) - - --• --; — _ �-�.- - per o uFir iVI �. _ - 5.41 t l .•. / J. u 116 n +u - r. -� _ --. -, dd y , - r _ »— —3 -- • _.--- a i Yom- I b b r 5275 47 n p� wyy N 2 ilt 5286 79 .� n • 2 Ss ly h ��qpV 5w. Yf _• i tg 5285.10 .95275 46 tp .• 1� 9 its ff1 Xi o I<j Ss ,O yllpy n y��+ > r 5` n `PQ� _• ig 5205 57 .95267 13 .'1 MA Ot 2 -6 A �{,„ I[f Ng, P Ids fis q en If1 is i1 en �.ryp- A Iff h 2's r b 6- yfj 2s 1•'. 5"1 In N Id's C'V Ifinin _ 1(1 5,1,g, It tY ,". w ,E 22 1��p1r Ynf 102 • 00 103.00 104.00 105 •00 106.00 107. 00 0.) PROFILE: ROAD X 108.00 109.00 110.00 4734460 Pages: 147 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO 111.00 III ficuldilikliLiNfii\ rit 114rniil iv), 112.00 Ill 113 • 00 114.00 115.00 116 • 00 117.00 11e•00 119.00 120.00 SCALE. 1• = 10014, 1' a 20'V 121.00 122.00 5340 5330 5320 5310 5300 5290 5280 5270 5260 5250 123.00 ROAD YV: tiprD WI ROAD LAYDOWN YARD ROAD KEYMAP ubs_idiROAD V ROAD t. ROAD Ls, t/ ROADIN)C'1 roAO 5 I o*o J�j U flotooto M — �ItOAD ROAD OAO R ROAD RteOlck_ ROAD "ROAD O GAO 0 SCALE 1"=100 OAD E 100' [00 EXISTING LEGEND CLLI//77z/l1/-.d x a-. -WE- rOJ 910 ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND - UGC -IA UGC -IA- - UGC-IB -UGC IB - UGC-2A - UGC-2B - UGC-3A - UGC - 3B UGC -2A -- UGC -21I- ULIC 3A UGC -3B LIMITS OF DISTURBANCE PROPOSED V CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 38 a. aft o A J .1 . 0 Min m m .• m • Z 1• 9. • olii • f o LI I— A . a Lu CONSTRUCTORS I 06/D32021 47930 PANORAMA WIND rf•t.'.ir e. �./r.P• M TREW I L- MARTINEZ • an, .4 -1-.43 /ha,. 4 ••••. .1►..• M.Mny.• IIa.aw OI4t••• sus m.,• d •1 F 16-.44/ •1-•1•` • .I WI sill . N/�• 11. w:. 11W •W lS•• ..I.•.V ..4... WASkt,Mil. caviar. 4-Vy anew u'K•.1l.n,I. Ail•N'M 1'• ▪ w'A• w.. • •'1114µ•.M1'. la ti REVISIONS .I'.•• } %M' 1. .1 •M1 wl. • K) ROAD X PLAN & PROFILE r i.'rnl' r~..` 1'1 I = 100 "tT-' ,.4Ir• C3.73 N- w w U) U) Li PC 125•s29.97 N 7590727.58 f i 3442745.36 • PLAN: ROAD X ••••171/0 t Tb...REEtaEM4,E06.66 jt /\ E'y44234•7.A ea —x259.73 (g4S254(91 R}2oo.oa'1 L 190.63' 1 • 1 1', , . \ 1 S. 1 l 1 ► N 2t35.39 N 1500001.100 E 3412684.78 Fl `1�l• 3.6 .6, f.s, 04 1 • i ��-4• � - _ _ ••••' �, ,.ee .'r r I/ • r / ( jai 'UJ .-atai30•tar.ROAD-X y • 2 _ 132+00- -.. 134+00 --�--..---� • •e-i� 1 - "---�-- • t } INTFRADON /N. , , -\ ., \,,,___,, ,,,,..., ,,,, .,,,/,•_ anaw •L SCALE: 1" a 100' 5290 5280 5270 5260 5250 5240 5230 5225 SOW STA•125•6*tit PROFILE: ROAD -X - STA=122+50.00 TO STA= 137+00.00 --`_ t.CW N V;Ytt1.SS ••i•••• t••A t 171-N 6d 311GN . V 1 E1t.A . •13.51 _ r FNI • •I.•,, L ig • 5251.9 I j .- -125•94w PVI •L 1.16 .tiitito•126•141416 -- - . fMzTA-/5 tEv • 5 16:66jj .54 - ` _ A = 1.69% 'TO ELEV ■ 7%D1 a 59.01 ♦11 Pr1193C. a "-�t� LOAN fTAai;•113S . YE _81.4111 Nn MIA Ru1VTet2501Y tom_ YC MIA TA • 1]•79.66 —..$,11; rtl ; �AD��MI to —� &1M111•5 s 6O. t 'ii E�� _ _ Ira ]S3L Y A D '. 5 12M I..� - �— S. 1' K T 27,0.41 ,r • 11 1. �'1 i LW • }�; • w i 90 VC IT S, 141 X ri ro •. ad Gi us RA ♦ in • MP h e • II 91� af •_ —,� ;� iu 143 CRAKE .Si Imo/• 0154 - p 525709 � ;3a fl .73 hni (�_yy SP hina In t in SI 2 2' fg 5250.51 IN 524750 o 0. C3 o 0. '4 2 Ip 5236.16 Sc 5234 61 Ar. i Ty 5236.03- 5235 67 fp 5234.96 oy 5232 69 „ 14in ul 404 ° =ice 123.00 124.00 PROFILE: ROAD X 125.00 126.00 127.00 128.00 129.00 130.00 131.00 13? • 00 133.00 134 • DO 135.00 136.00 5290 5280 5270 5260 5250 5240 5230 5225 137.00 SCALE V = 100'H, r = W V ROAD 1N\ al:MO W1 L1 tt ROAD uth.s3ROAD V LAYOOYMd ROAD t YARD ROAD 1 �11OA0 KEYMAP DAD E GAD 1. ROAD � 6 (J`�[}��7,-,-�,OAD 2 ROAD O - L.»OA ROADllA ' ) ^OAD K �OA0 1 ROAD RRim ROAD CAD 0 NAD9y('p F3-NF3-N SCALE 1"=100' 0 EXISTING LEGEND G7T/T17717.77� x,7 - X • xl rat 910 1.Y ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND - UGC -IA Ott C -1B -UGC-2A -UGC-2B UGC - 3A - UGC -3B UGC IA ut,E• 18 UGC 2A - UGC -2B- uGC -3A UGC 39 LIMITS OF DISTURBANCE PROPOSED 1' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 38 4734460 Pages: 148 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 4 'Ii .rn MEKEIWAIIIMIT 0 2 LL O Q a Z 8 o$ Ij• t 0610.32021 lw' E.' . At. 47936 PANORAMA WINO UEmc. E.o[Li A..E. M TREY / L MARTINET . min . a w.•..aw Ow. w••• r. •. n..b.•. 0•410•ISt t Wt.G,1• t1PGV. W. ••M at F rep • Sag • •. snob Y •. EM .!q i . t n nJ 4 Pq YMlm• *Oa • . • xis..+.v. W'MM Safi. otrA..r.M IL • .Nry .ffil.. tt•n•1in• •W •V.•M..,, . .....veil* . •4 1 •VVV.. ...,i ROAD X PLAN & PROFILE 1 = 100 C ?.74 u I EgithrlPiiillgiiikelliiiitirilthi1/2.411:irigliNity,iMill l i N - _ [=104.84: 1. t ' ' _ 4200 1 I I 11• `!r I t t l a • • / , Y a PC: 3.71.87 rsostout E 344036•.7t • 1 / SEE SHEET -C3.77 ••••••r r — z - i ° I I t � -- j \...� .. � \ ._ - ' - \ - — 1 ` tC "a .r .. t1 ` --- \ r PT 4.78.71 N 1588208.17 E at40288.82 " 1. N - ..44 -il ♦ `, _ _ • •%1411/4-r \ - EP`9.8Z•33 % _ Si"; s ♦ 1 1588729.♦ - • E 3440 41.Ei I I , 1 • , I, t % 1 / . • 1 ,ItMt '''''.."''''','4"Ilys.........ogreallitlifi:i0s1 .• . n. I 4 IC . i if - N' 158362. / >.;:▪ e; / c 34og21f1346q, / / / / / / ..egs52B8.3.2- — i / //. -- --r �;528C82 -'' / i / 7 5340 5330 5320 5310 5300 5290 5280 5270 PROFILE: ROAD -X1 - STA=-0+50.00 TO STA= 10+00.00 . _AS • m 1 ala 'at A 9Atl '1 'ors' - } j_ \1 M 4___--i __. /..E. . ! 1_ r _ .50•110 •••••• .50 ,. •-- • 4 f : FROPOSED i • GRADE 1�t R l�l�I Ifl to V7 (�1��,, n r`1 r2 V P.. {2y ,� NQ rp g b i� {may (�� Y1 re voi V try yt�j� 101 ? 1g 5287.00 eg 5283 77 1g 3282.3G p 5283 39 (g 5289.00 eg 5284 0 7 Nma in m in vt� 1� 0 ins' .0 t��I ,� :i 0.00 PROFILE: ROAD X1 I•00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 5340 5330 5320 5310 5300 5290 5280 5270 SCALE. 1' - 100'.., 1' - 20,2 ROAO W, Err W1 Err() ROAD u diMOAD V IAY0OVVIV ROAD L YARD ROAD T� RO(jAD ROAD • ROAD Off,` �OAD M u+ ROAD ROAD R CAD DAD KEYMAP ROAD 0A0 E CAD 1 OAD X NAD83lCG83•NF 0 01 OAD F ROAD A OAD• 0A0 t. ROAD NY" NOADH SCALE 1-=100 0 100 200 EXISTING LEGEND OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE • • j 10- X- - .10 rC>' 910 .. 4 PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED V CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING - UGC IA UGC 19 - -UGC -2A - UGC -26 UGC 3A - UGC -3B - UGC IA - UGC IB UGC 2A - UGC -26 - UGC 3A UGC -38 ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE to COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 3B 4734460 Pages: 149 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder. Weld County , CO a O ETC •• a • • • Z • 0 • • rl I.. IV N D: � ` �C 0 <132C oft or: m mte a; - <Y oa J b a W CONSTRUCTORS 0 2 LL O z Q IZ U 0tl103l2021 vim: A:•....fte 47936 H=t. fi' ubA PANORAMA WIND (t; -.ft. D.•t It •M. F. M. TREY./ L. M ARTINEZ . Non. .WJMYY../WO0(..N. I. ^. .., taws .K C.'1,.I 104,010 00 Vv.. r.. n el es ,.rs.•. .1t- •i *et .. . AS .a II• .444 IV eV Mn... MJI-.-r 1.+. bat roue •s.slIle1YW7.' •.Iy o'er ti Xt.....ILay...._I • a .. .. It ... I WvL?.a ♦L., F 0•..01!11 .vt II .0:1 SI•A'4 a .. .'G. ROAD X1 PLAN & PROFILE It 1 = 100 C3.75 III P)jII'P i N/IFiI.' ('I! i n 3 .I • • •TEMPORARY BATCH PLANT FOOTPRINT NOT TO EXCEED FOOTPRINT OF MOUNTAIN BREEZE PROJECT I r -. 1'• I.' I- A I I -1 I -. I- v •' / _ LI II '1 ,I•• II BATCH PLANT EQUIPMENTI it STORAGE • CA) PLAN: LAYDOWN YARD SITE PLAN - . 1 I • • 9 o rJ' • RES DOUBLE TRAILER PERMIT I TBD RES SINGLE TRAILER PERMIT Mt TBD PEA (ACC) SINGLE TRAILER PERMIT •I • • r • • • • I • I 1 1 I I i / .I . IEA C • QUAD. TRAILER PERMIT #3 LEEWARD ar.„.....--7 DOUBLE TRAILER PERMIT R2 • • PROPOSED DRIVEWAY r r 1 I. ,' r • • 1 r , / I . I r r J 'EXISTING LAYDOWN YARD AREA TO BE USED DURING PANORAMA PROJECT FOOTPRINT SHALL NOT BE INCREASED 1 • • SCALE' 1" • 100' • r` • • • ! n IAYDOWN / YARD ROAD N �ROAO O ROAD W ROAD WI L i ROAOT e RROAD UrOAD V ROAD LI (t' ` 'Y ," ROAD 1 _ JROAD S ROAD J s ROAD M . KEYMAP -r., ROAD D . — ROAD E r1 i1‘• S ROAD DI ROAD ►t. ROAOI RGADI ��ROAD C ROAD A2 ROAD R ROAD R / s ROAD p LkJ� i ' Y ROAD P ROA00 Gam' ROAD R ROAD X, , Tr r. ROADX ROAD H/ ROAD N SCALE 1"=100 0 100' 200' EXISTING LEGEND t. '_' ' r • _r_a_1 - - yut; ' - y01 910 -ice `ROAD Al ti ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED I' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION — UGC-IA UGC 10 - UGC -2A UGC -IA u 1 UGC 2A- - UGC -2B UGC -2B- - UGC -3A — UGC -3B UGC 3A UGC- 3B -- POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 18 COLLECTION LINE 2A COLLECTION LINE 2B COLLECTION LINE 3A COLLECTION LINE 38 4734460 Pages: 150 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes; Clerk and Recorder, Weld County CO Pi fill I II :\ ,11! m CL g • W o ss 1 f W 709' sow teipo Z Si M' a • O ? LL • 0 J m o � J rt W r. \L. • .IY( CONSTRUCTORS Z 2 Q O Q a Arr Don 6/2021 47236 r-i.E_ WAIF PANORAMA WINO 31flra►.IwiHlnr M. TREW! L. MARTINEZ .••u Jr. /V .v. r•I a✓."h rr 1. l.•+• ltot e1• •I I MWCMs LA vt. r a "•r st i• nMOJN•'. n4••..• pert r* .'S MI N oil I.r In, IMlY.M "S i. 1' , bv., IJ n I II•It•11I, u aYwL. I. IAN end Li uon•UvUa•I t44ny r11nJ Un ...ru1•..11• 1r1 'IMU•JGYU.I REVISIONS • ..:(I"• • Ito ,. YAAM'.: r 5;.111 (qr, LAYDOWN YARD SITE PLAN I.1 r=100 .+'5 LIMN C3.76 5155 5150 5145 5140 5135 EP 2.02 10 N 1592895 70 E 347167007 EG 5145,23' TEMPORARY INTERSECTION IMPROVEMENT 1.450 SF OF 4" DEPTH ROAD BASE SEE DETAIL SHEET CT.01 P1 1.28 12 N 1592822 76 E 347405768 EG 5145.49' SECTION 6 T1 IN-R57W Pl 0.35 18 N 1592729 82 E 34740573 EG 5146.0 / MT1•C / BP 0.00 / N 1592695 5 / LT= 36' >� PVMT. 00 OW COUNTY O W itt'Qt TEMPORARY INTERSECTION IMPROVEMENT 510 SF OF 4" DEPTH ROAD BASE SEE DETAIL SHEET 07,01 SECTION 7 T11N-R57W Ln M \-H 0 O EXISTING ROAD (TYP ) EXISTING FENCE (TYP.) /r OVERHEAD UTILITY CROSSING / EP 0.63 25 N 1592717 91 E 3474104 41 EG 5145.95' PI 0.68 33 N 1592693 419 E 3474109 33 PI 0.28 77 FN 159266903 r 3474140 43 INT yd C.. EP 2.26 10 N 1591610 91 E 3474136 5C EG 5146.23' BP 0.00 00 k 1592656 52 E 3474166 34 EG 5145.92' / SECTION 5 Ti IN-R57W a -..--x j A� it -t O CO RD 132 4' g pyMT.a 2 _IN?'x` �al 0.93 39 BP 0.00 00 N 1592613 32 N 1592627 41 E 3474269 19 E 347436151 EG 5144.42' TEMPORARY INTERSECTION IMPROVEMENT 1.680 SF OF 4" DEPTH ROAD BASE SEE DETAIL SHEET 0.01 SECTION 8 T 11N-R57W iirk-}PLAN: TEMP INTERSECTION IMPROVEMENT 1 scALE: r - 40 PROFILE: Intl -A o40 N w� • 1 a~ - 6 O e 111 aW n 4_i EX GROUND 90%_ 0 C\ GRIM" p 5144 42 •• 1r, in a See h n' :`• A FV h T rp1 (V ID 0 par .n)•-+ rp N O 0.00 0.50 1.00 2.00 5155 5155 5150 5150 5145 5145 5140 5140 5135 5135 PROFILE: Intl -B in B n Y ■ _ • Ilata U ■ a 3 EX GROUND 0 32% -0.65%e 17.411.01.15 43 • a 0.50 1.00 5155 5155 5150 5145 5145 5140 5140 5135 5135 re _ Al T PROFILE: Intl -C GENERAL LEGEND r///////_///' — oNP— X 1 q 1n 41 �— -0.50% 0r tall I9D PR%)POSEO OPAOlt N Ps 0.00 2e n— Sa 0.50 1.00 1.50 2.00 5155 5150 5145 5140 5135 GUiS/DE Cr'WCUEC71104W UNr t44tCXL RY GIM Vtt ANtA OBSTROD YVONFREE LOW MAJOR CONTOu4 4184OR CONTOUR OVERHEAD U7Z/TY tx/SHNC TRANSMISSION t Mast FFNCY'//NF COUNTY RO.W c.AM'A Vtt 110.11.7 POSERPaIE 7RUCVS TRAFFIC FLOW taws OF015W/RBANCE a. ih D O Z lac §aoleg —It 2I 1-- • J EP •Z r . a 8. p •rg i CE UI CONSTRUCTORS 06118/2021 10-. .1 :' =•*ai 47'836 ;a..r..- %Jr PANORAMA WIND N 'I'.ld: F • K&Am.', M. TREW I L. MARTINE/ • 1W.• .1 one. Ail J J...t • 1. Y.-. L.NpteN.lr I■/Jt4I* W0UP -4 •..41 e• repass,' n.-n•b -.. rM e,- 4 1 t. "Le.1 H• I.1 NtIM• YNIA.-r• I.a• Ina rya I" sae um sins* Il -i WtW tr. mb4t.n •IM^,..•.t•A 1�• • n \. ... 1 •' VV:.,.• '.*CoI REVISIONS • wq•.• :I trap ft" r acv:(:, -alit• 4c c.1+r11b C *we*arc CIMRI•+- ''tt1 • hT3 AR.w ti.. TEMP INTERSECTION IMPROVEMENT 1 HORIZ 1" = 40 VERT 1" = 4 01.00 4734460 Pages: 151 of 223 07/12/2021 11:00 1 i 00 AM d Recorder. i$0 .0 d County CO Carly Koppes .! 1.1 ! �I ' dill 11111 III MINw I4114r�rw�� a a O 1 N 1547477,15 E M7.U2Q0.1 R20' (TYP.) PROPOSED I EMPORARY AGG.STOCKPN F ACCESS ROAD 10' TALL AGGREGATE STOCKPILE AREA (APPROX 1 000 GYI SILT FENCE PER SWMP SECTION 31 T 12N-R57W -1c- I 30' PVMT. INT2 EP 4.18 94 N 1597878 84 E 3473980 00 EXISTING 7::: J CO RD 134 ti PT 3.4504 N 1597880 93 E 3474053 87 EG 5090.44' EXISTING ROAD (TYP 1• TEMPORARY INTERSECTION IMPROVEMENT 4 640 SF OF 4- DEPTH ROAD BASE SEE DETAIL SHEET 0.01 SECTION -6 - T71N-R57W MM 2.22 52 N 1597846.72 E 3474164 51 R=150 00' L=245 04' A=93.60 OBSTRUCTION FREE ZONE PC 1.00 00 N 1597725 81 E 3474208 02 EV 5093.54' BP GAO 00 �!V'_597625 87 E 3474204 56 O 41 (I/ 0.00 32' Li - I PVMT. SECTION 32 T 12N-R57W i SECTION 5 T11N-R57W 60.00' / ' �.. cgtlNTv R,Oly: lam+ A PLAN: TEMP INTERSECTION IMPROVEMENT 2 AND STOCKPILE LOCATION 1 5105 5100 5095 5085 SCALE: 1' • 40' PROFILE: Int2 Y2 - LOW ST A • PII2 10 OWE& • Wilts 9%4$TA •242143 PVI ELEV • tine AO PLUM K • 71.E 1CLL �LL •2.2a% D' GROUND I'�kc -0 29% P 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 5105 5100 5095 5090 5085 4.45 i GENERAL LEGEND //////////, /, - - -air - - 2 rw,J/0f Of m twc'7 804IN YU?Y /f4#0t4NY G#t4 *1 ANtA OIBS!RUCTION FREE ZONE AN✓C4P CCWTOU4 44010?CQVTONAY OVERHEAD Olin tx7SI/NG /RAA(SA#/SS+Olt#t FFNGFI/NF COUNTY ROW (.4*44YtOML]4L) PONES'POLE IR CAIS TRAff/C a OW 1/4//7SOfLYST1/RB4tvC / 4734460 Pages: 152 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder. Weld County , CO II KAI K� �h�lI�i I�� 10 WI i I r. W CONSTRUCTORS 0 z 2 0 LL z a Z 8 O -J J 8 W I.. OW)8/2021 47936 I -C ELT ',his PANORAMA WINO rri r - F• !L I M. F. M 'REVD L MARTINEZ .. Sr' • 4 es bet 4. J..,nw 4r. n. .., 160.0. •.•N•. d flays •{ OP 0•0 -. -....M r.•Y.wa.. wan. N... i4alt • ✓..•v •.. wet t•. ...a-- •-iw Ina a 1.-•.•l 'wawa. ' •l.V Ow' 's V .l l.' .M N ..••• J t • en.t.o 4. . .. I. ••MIb. •.i ML..' REVISIONS . , •• 1., ••y Mtbr— >r.t• W.•C: Milra 7. ;wawa, X1.6 Its TEMP INTERSECTION IMPROVEMENT2 AND STOCKPILE LOCATION 1 CI .; R. .. .;1....r . r HORIZ 1 = 40 VERT 1 = 4 C4.01 3 12 PM d by Leo Wiriest GENERAL LEGEND i. _ I 5190 5185 5180 5175 5170 5190 5185 5180 5175 5170 aNr- r i:w t sitlr Or "tie TBOUNDARY IL-MPCWARY(RAVtL ANtA O 1STRUCTO.' FREE ZCWE MAJOR CONTOUR 4 SIORCOVTOCA4 OVERHEAD UTK/TY 8.47,67896 /KANSAS/SS/ONL4* FFNCF74W COUNTYROW 64•401.41,611H040 PJI4ERPOLE TRUCKS TRIFFICILQW LIMITS C 0/SICIBANCE 4fl WOX BLUE L ACHTAWVG FIBER CLYLECTIONLINE 3A PROFILE: Int3-A SCALE 1"=40' 0 40 60 h Davy • la ,t. LIPW,LEV • s 74.is PVI $tA . 7•48.63 P111E.Ev#S]2tz$ Al) .•3.51* Y .19 in Li' .•••.~i1 •a'rC ett N N '� _ . t • a • 2 V O hea 0.50 1.00 1.50 2.00 2.50 PROFILE: Int3-B rel R 3.00 2 3.50 4 • 00 5190 5185 5180 5175 5170 I x -- r t--1 POLE STRUCTURE '&, S I 41, N 1597150 12 E 344 79 734 3 EP 6•:12041 N 15970870 E 3447967W EG 5175 76' II , Mid 6.12 Q N 15 701.71 E 344270 N 0 o . • mrs i4 Ct 1 ay • k4 tT _ r `C 1u i'f W • y N44 T1 0.35% EX GRoisv 484% -0.92% -0.63% PROPOSED 0.12% :0.7056 • s h O SP R^ EPP C h •SP t h H1 SP 5 h Ifl $'P 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 0 cci O U PVM �. 1.00 06 / J PI ��159t054 06 IE ..1447965 60 tGi 5176 18• CC 5.92 21 N 15,1057 70 iE ;3447994 29 l 13S0.00100 N 11596151 23 E.13147954 81 4t 5190 5190 5185 5185 5180 5180 5175 5175 5170 5170 • i 2 0.00 O ' HEAD UTILITY • OSSING PROTECT EXISTING POWER i PROPERTY BOUNDARY (TYP.) I ROAD (TYP.) g TEMPORARY INTERSECTION EP 4.29 50 I Md 0.43-93 IMPROVEMENT 3.370 SF OF N 1597197 1 I. N. *487168 • L=.12414444 4- DEPTH ROAD BASE 6154110' E 3448284 8 &=86 14 SEE DETAIL SHEET C7.01 Md 2.124 75 N 1597153 99 E 3/4801185 "1"44:77959:8"-N2;1 d 4.05 92 1587111 t1 Mid 2.3067 17991 2PCC 3.165 65 N 159705217 "N 1l97C83 82 E 3178113 75 4/18017 8p PCC 2.5827 N 1597049 20 3448118 41 PcC N 1597014 22 E 31181'19 87 08S TREE: TION FREE ZONE ITYP) CONTRACTOR TO FIELD • VERIFY LOCATION AND DEPTH Mid 4.2445 N 1591018 62 E 3448150 97 PT 0.72 90 N 1597146 73 E 3448266 17 PC 7.71 1 • N 1597117 _ E 311821 87 1%.66• Lit:51 1W 8.1 Y60 EXISTING FENCE ITV BP 0.00 • 71'15 E 344 490 PCC'Q• 14 95 N 159719024 E 3418304 4 183.00' - =15416' 34/024"18 26 7 81 E 341818100 R401.66 • L362 88' 6:17.86 SECTIO T12N 4-13•94-424- 15Y7184 25_ E 344841500 L= 70' 8=43.27 PC 1.72 16 mid 15 51 / N 159717150 W -4 C Jt13'8AC'6Y L=66.70' E 3118312 03 6:43.27 R3183.00' L• 154.16' ▪ 6.48.26 Md 4.15 94 N 1597066 34 E 3118717 10 TEMPORARY INTERSECTION IMPROVEMENT 18.135 SF OF C DEPTH ROAD BASE SEE DETAIL SHEET C7 01 (A)PLAN: TEMP INTERSECTION IMPROVEMENT 3 PROFILE: Int-3C PAC 2.38 86 N 15@712852 E 3448291 67 • 153I198`86 E 34441449 99 INT-3C BP 0.00Oit Pt T. ul 52 N 1597207 68 N 1597188 68 5 J44555501 E 3448390 2L 4l i 32, . s• °131'f.45 ' N 1597182 09 E 344836536 1 • SECTION 4 T11N-R58W SCALE: r - 40 II EXSTUGFOLINE I me c0":- «" Div 4u� PVI ELEL •,17721 x4 23.80 41•VC a • •15195 EL • 171.13 N h n • ■ Tom M 105 r a; t a C Lesel'w EX GROUND .88% .0 76% -0 20% PROPOSED CRAVE 0.28% .0 42% •t t) 11 a O2 aid C- 5- n •P in r A h N $JP • wN via Kg h Y 1 Via 0 A di ' r Ira 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 6.00 / 5190 5185 5180 5175 5170 4734460 Pages: 153 of 223 07/12/2021 11:00 AM d R Recorder,e:$0.Weld County CO Carly Koppes, Clerk lI rI I f ` II• II�I��I�I � ! �lll�llll O. D O rt •• V In • O • r • t I.. Un •.. W et I ie vac *DWI HITIMITURICEE O z 2 z Q 0 06/142021 47936 bca.E¢T tea,* PANORAMA WIND tI.W. LE. :LEJJy1. M TREW / L. MARTINEZ • _••_..••.. • •.. •... 4. • .... , I WAIL • ...., REVISIONS �. {4• '1.••1 Cnit. RJsc cJw.t•.^ tip it 4, TEMP INTERSECTION IMPROVEMENT 3 RN rq`T••TiFI n•P•t •i�C HORIZ 1". 40 VERY V=4 C4.02 SECTION 35 T f 1 N-R59W fXItTING STREET SIQAIAGE TS 'BE TEMPOR7IRILV-RELOCATE01 AND SHALL BE RETURNED TO ORIGINAL LOCATION POST•CONSTRUCTTON1 5335 5330 5325 5310 5315 EXI OX TO BE TEMPO 00A TEDAND RETURNED TO FENCE TO ME OR CTION 2 I1 N -R59 W i COUNTY R.O.W. EXISTING OVERHEAD UTILITY CROSSING HI petit I 60 00' II Cg1JN TY R • d 2.1736 N 1596678 8 E 4142624 82 TEMPORARY INTERSECTION IMPROVEMENT 4 565 SF OF 4" DEPTH ROAD BASE R=150.0O SEE DETAIL SHEET C7.01 L=234 73 if A=89.66/, SECTION 36 Ti1 N-R59W i EXISTING x_ 3 I ROAD (TYP.1 O ORD134 a 1 I INT4 -- /1 00 N T59671647`EXISTING '-N 15 73025 E 3432617 85 FENCE (TYP.) E J4 1727 78 EG 5318, 73' PROTECT EXISTING POWER POLE STRUCTURE • BARRICADE TO ENSURE SAFETY TEMPORARY FENCE BP 000 00 RELOCATION OBSTRUCTION FREE ZONE (TYP 3.34 73 1 ➢6571 79 E 3492483 60 •JEG 5321.11 EXISTING PROPERTY BOUNDARY (TYP) i C EP 4.34 74 N 1596171 84 E 344240 79 I. / 1 SECTION 1 / T11N-R59W. A PLAN: TEMP INTERSECTION IMPROVEMENTS 4 PROFILE: Into SCALE 1' a 40' C •. C • M Cw Vik EX GROU6 0 0.15% PROPOSED A n n 2? li p N eoi 217 o^ s o r% 012,7 Rg •OO 0.50 1.00 1.50 2.00 2.50 3.00 3 • ¶0 5330 5325 5320 5315 4.00 4.35 z 5375 5370 5360 5355 60. Qb. \- EP 4.44 2 COLNU'R W, N 1596790 78 ' E 4427225 37 28' PVM SECTION 34 T12N-R59W EXISTING STREET SIGNAGE EXISTING PROPERTY BOUNDARY (TYP1 4 .00 o ul i PLAN: TEMP INTERSECTION IMPROVEMENTS 5 PT 3.4420 N 1596690 90 E 9427223 47 EG 5363.92' OBSTRUCTION FREE ZONE (TYP.) R=150.00 1=244.20' A=➢3.28 SECTION 35 T12N-R59W Mad 2f2210 N 1596581 31 E 342726➢ 46 TEMPORARY INTERSECTION IMPROVEMENT 5 400 SF OF 4• DEPTH ROAD BASE SEE DETAIL SHEET C7.01 / CPC 1.0000 N 1596549 56 62 PG 53?58yy8.r PVMT, EXISTING, ROAD (TYP I �- PROFILE: Int5 Id I 9P 0.00 00 N 159654433 E 3427480 S1 �- EXISTING / FENCE (TYP.) — SCALE 1' • 40' GENERAL LEGEND ////////,/ 1401 ATATT70171e _ MINH CLEV • 51121 NI STZTI7•OI37 Pin E.EV '3M201 a.•2 taiga( _ 57 VC 4 n M 4i It IN W git r won — 93'' oe Pwriasfs EX GROUND z m r4.1; III 22 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3 S 4.00 X375 5370 5365 5360 5355 4.44 x U01.5102- Ct'tttheCTBOUNDARY 'rA4 t'6IHV GKAVld A#t4 C8STRUCNON FREE ZONE MAJOR CONTOUR 4M44?R CONTOUR OVERHEAD uTI/TY tXISI/NG /MAA(S4ISSION[At FFAKf /AIF COON TYROW (4ArwrrvHOAG) POSER POLE TRUCKS TRAFFIC aOW LIMITS nCOISTIJRBANCE � ARMCO, & UEL ION TAWIG risen/n\ EXISTING Lag BOXG EXISTING SIGN 4734460 Pages: 154 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO F 4 W CONSTRUCTORS O z zg 0 z a ., , 0611812D21 47936 •fl'.i [ 1114,* PANORAMA WINO M. TREW / I MARTINEZ • • r... • d ass 44.r.. n M. f.. Oa* fattens 0 III/WPM O11OUP N .A% ...1 w nve•.•e ., at 0, ...on en -•a •• 11 • ••••1 1•• r7 .vl•.. •••6.- • .1w.. W N.r.Met +.miler l••••••1 Me'. u•.... I. • 'twos .•ew• ti ' q..••,. ••. *Sala 4eMY1 REVISIONS • 1e..o1.,• (A i✓ 11a'1<M. •Vita r••r]M�1.1, t WIO LA T•L. TEMP INTERSECTION IMPROVEMENT 4&5 (T HORIZ 1 - = 40 VERT 1 , 4 •••I- C4.03 III ridtifIN.IXIIIWINth ,YZOV 111111 ' 'I i EXISTING ROAD (TYP.) EXISTINCi PROPOSED TEMPORARY FENCE (NP.) AGG.STOCKPILE " i / ACCESS ROAD 10' TALI AGGREGATE - _ STOCKPILE AREA u _ a . u �. � u (APPROX. 1 000 CV ) ->•+� SILT FENCE PER .y -uoc SWMP ICC-n-Ifi_/1 -IX[-N IOC -a -UGC- - t) -u6[ -Pt - 4,0 PROPOSED SUBSTATION ANO FENCE R60 SECTION 6 Ti1 N-R58W • RZI (TYP.) It SECTION 31 T12N-R58W ,I / J 1 N 1567088.63 E 3442724.18 /"" N 1597089., / E 3442783. I SECTION 32 T12N-R58W CO Rp 134 • REMOVE AND REPLACE FENCE TO SAME OR BETTER CONDITION �r--mac u STOCKPILE LOCATION #2 AT SUBSTATION 4734460 Pages: 155 of 223 R Fee.$0.00 07/12/2021 11:00 AM Co Clerk and Recorder, Weld County Carly KopPeS � lilt I FaVIII.1,1/21WAIMITIfrrelliva,itilii:VIAliiih, u uoc•LA—,GL *--_L44. -.X[ r SECTION 5 T11 N-R58W SCAt f I GENERAL LEGEND //,'//i.///, — oir X tti 3* - — u[d J* utc-3b—,XC 3t— OUTS/Vt ar INCA `CT SOUNCJ4NY /EA#-tWANY (POI *I AMtA ass TRW TiONFREE MAE 44AJORCONTOUR MINOR CavrouR OVF/a'/EAO UTK/TY tA7SIiNG /NNWSANSSKAYLAI* PENCSI AVE COLINTYR O W LAVPA VW NOW POSER POLE !RUCKS TR4FFJC FL OW Liars Of DISIVcssACE CcXLECnowUME JA 2 CatLECTIGW LAYS .78 0. O •• ul • • Z • O sr a P Sj 4� dad T 1th� 0ag 34 5l 4 %O to p Y M i y Q LII CONSTRUCTORS O Z � �8 Os Q a k -I,. OW11r20'L1 I•0.. AL' . r,.trc 47938 tr. (V .:6-4 PANORAWa WIND •t 4'IQ,• I, I ,o•I..1), M. TREW I L. MARTINEZ .. Jam•. .J as /.J J•../.. It .•.ar.. }a.ol, a. Ilia OpVLIP r. .�w •M a Pop NAM.. ant re • N'Icoo. :'V it It• .YM1 4 •.,WPM. •t.ta:n I .. Yew,. WMI M•t•V 1. ...'W..u41:: 1439.1 WOW UJ\inNIt96 I{N.N .,J1•.A V\ -won a. Cr .,. 4 .1 111114.1t.0416 I' wad Iypk. :14'T• rlt... REVISIONS J v .IM Ihw STOCKPILE LOCATION 2 J."I .Cr..•r .0 Ir 1 =417 J.. 4A -Ii • C4.04 X 5115 5110 5105 5100 5095 SECTION 35 T I2N-R58W EXISTING FENCE(TVP.) ACCESS ROAD SEE DETAIL SHEET C7.00 Mad 0.19 70 N 159763130 E 3463714 33 PC 0•G0 00 N 1597623 41 E 3463696 83 EG 5101.80' BP -0.50 00 N. 1597621 93 E 3463646 85 EP 0.8853. N 1597698 36 E 3463719 35 PT 0.39 41 N 159764927 E 346372107 G 5101.5* it CO RD 134 ENTA- EFl T tS 3.00 1 EP 3.35 80 N 1597874 33 E 3463729 /9 PT 2.35 80 rN 1597774 39 E 3463732 5101.1 69 FG 5101.16' EP 1.64 13 N 1597774 39 E 3463732 69 PT 0 9 13 Al 159 947 E 34637 7 FG 6101.46 R=25.00' L = 39.41' 8=90 31 x 00' EXISTING ROAD MITI EXISTING PROPERTY BOUNDARY (PIP) r • OBSTRUCTION FREE ZONE (TYP.) Mid 1.1790 N 1597669 84 E 3463786 42 R=151.18' Y235.80' 6=89 3 N 1597625 36 G 5101 45' SECTION 36 T 12N-R58W 1 TEMPORARY INTERSECTION IMPROVEMENT 4.710 SF OF 4' DEPTH ROAD BASE SEE DETAIL SHEET C7.01 PC o.00 o 4 N 159762+06 E V!)'°7 88 ffrP -1.0G 00 N 1597631-"1 E 3463 987811 TEMP -RIGHT- 09 2 T. �? OP -1.25 14 N 1597629 Mod 0.1957 `OBSTRUCTION N 75➢7632 11 FREE ZONE (TYP.) E 3463744 96 _ PLAN: TEMP INTERSECTION IMPROVEMENT ENTRANCE A PROFILE: ENTA-LEFT 8- lt -Z 8� 2 yi p , 2p trie W U 4 LAt - - as- ---PRA _ -' �1 [ J Id S0 h Y'.e. 8 n O ; h .,e -0•so 0.00 0.50 5115 5115 5110 5110 5105 5105 5100 5100 5095 5095 1.00 PROFILE: ENTA-RIGHT �1 n W y y r GRADE V. r - \-f K GRGUNV P. A 8 to -0•s0 0.00 0.50 5115 5115 5110 5110 5105 5105 5100 5100 5095 5095 1.00 SECTION 1 TIIN-R58W SCALE 1' • 40 PROFILE: ENTA-TEMP-RIGHT t■ ■ I. O a _ a..1 _ Y _ U, y La PPo�Ftps��toE O.OhG ea* — — EX GROUND 88 ifl 0 00 ;43. 0 6- 'a -; • •, to 0 w to 43+ -50 0.00 0.50 1.00 1.50 2.00 2.50 5115 5110 5105 5100 5095 3.00 GENERAL LEGEND r I 5400. OUTS/OE OIL PRO.A≤•CT BOON i4Rr PROPOSED ACCESS ROAD TEAAaOR4RYGRAWL AREA OBSTRUCTION FREE ZOVE MAJOR CONTOUR ANNOY CONTOUR PROPOSED I' CONTOUR LIMITS OF DISTURBANCE OVERHEAD UTIL/TY EX7S77NG IRANSINSSIONLAE rkAKZLIAIE COUNTY OW UNPA WO ROAD ROMPER POLE TRUCKS 7EAFi'/C FLOW I4,t ' OStO GA It SCALE 1"=40' 0 40' 80' 4734460 Pages: 156 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County ; CO liginiq M, ��I ICI 11111114i�i1 ,I III D. Gi -? 0.1 -26, • >LL(Y'R m • • ti) Z Wv n • �` O. 1 • Oa • r mtegVA4 S E �� o . 4 Lu CONSTRUCTORS z 0 z a 06118/2/321 rw. Ar.train 47936 PANORAMA WINO 4R.darP.,.AN.•.P• M. TREW I L MARTINET ... SI'.. Y Mgt d., •Y../.\... .. -. • 'La* pi?vita tWYrp OP,a a -a ,na.H I. alb . M 81. 110.41,641 P.r• MJG r .• ...n.. NA 01111114•1111 .•,an..M., ►a .j rev a •w4µ 1.n tM.lP.wti.1 s. REVISIONS • YA�J" I -.P V ARIA. . • w.P. v,NY•�r5 t l.N..to5:.-. N.•. TEMP INTERSECTION IMPROVEMENT ENTRANCE A . iizr2,7117l , • sit • •.r'.. r r HORIZ 1-.4a VERT 1" = 4' C5.00 i I I • MN 0.19 68 N 1597393 65 E 3154489 54 PC 0.00 00 N 1597.3p813 ic,34546 / 90 5159.18" / 11 t.64 f0A I N 9i536 32- t 517.1 07i EP 0.89`37 N 159746145 E 3454696 63 PT Q•39 37 \ N 1597811 45 E 3454696 67 FG 515,7.60' R=25.00' L=39. A=90. 2 1 / 5:4-1- BP -0.60 bo 1 .ly 1597385 691 ENTB-LEFT "'^ C 3 0 E 31546P1 96 ' r 11%=8y g CORD134 / R.725:9°- .. 3 - ENTC-RIGHT' A=9ofr r 1i EP .3.35 IC N. 97636 J 1 E, 54709 74 1 ENTB-T MP.RI01'4T Pr O5 70 I 1.64 $ ' BP -0.So GO / j N 1597351 35-V E 31622 67 PO 0.00 00 N 1597351 79 E 3164672 67' EG 5158 84' Mai 0.1945 N' 1597344,69 E 3154690 3 a 1 1 1 R=20J • L-729.101, 1=89.61, 1 4. PT 0.39 16 S} N 1597327.19 i' E }151697 8p FG 5157.33 , / I EP 0489 10 { N 1597j7719 1 E 3454698 67 /A PAfr k ' EP 144 27 N 1597202 00 -1 E 3454715 86 Z N 1 7536 3? E 3 7110 FG 1576E ACCESS ROAD SEE DETAIL SHEET C7.00 QB\STRUCTION FREE ZONE (TYP.) I \_pc 0.0000 N 1597286 72 E 3454737 9G EG .5156.61' 0.196J 1597344 78 3454720 93 PT' p.39 27 N 1497326 99 E 3444713 89 FG 515-7 37 ACCt'SS ROAD SEE DETAIL SHEET C7.00 OBSTRUCTION, FREE ZONE (TYP,) ((PT 2.35 62 1597262 00 3454715 86 G 5157.54' TEMP-IEFT Mod 1.1755 -N 1597431 13 E 3451756 47 R=150.0O L*735 10' 980 ENTB-RIGHT ENTC-LEFT .1.25 0.00 GO N. 1597352 38 E 3454738 49 EG, 5156.65' R=150.00' • L=235.67 A=90.00 IV 4 3.04 82 1597132 81 ' 3451716 95 �.� 1H---.-7.-3/4.---1•41.539.:131:13°34 I';345471669 3.11 78 1597095 91 I 3451715 32 Mkt 1.1787 N 1597308 75 \E 3454758 12 \ • 1/4 1 J SECTION 34 T I2N-R58W / J 1 1 TEMP RARYINTERSECTIN IMPRc/EMEN' 4,675 SF OFD 4- DEpPP H ROAD BASE SEE TAIL SHEET 0,01 \ PC 6.00 00 BP :1.00 00 \ N 1597'388 68 N 1597390 63 \ E 3454862 88 E 344982 86 EXISTING / 5150 - • RQADITYPJI , / 1 5170 5165 5160 34' PVMT, ,BP -7.2300 N 159738888 E 3451862 88 EG 5152'99' •2500 BP •0000 N 1597354 33 ,N 159 7350 27 345466348 E 3454 346 G 5152.76' / PC 0.00 00 N 1597354 35 E 3151869 4$ FAG 5152.78', ll TEMPORARY INTERSEC71ON IMPROVEMENT 4,695 SF 01F 4• DEPTH ROAD BASE SEE DETAIL SHEET C7.01 1 PLAN: TEMP INTERSECTION IMPROVEMENT ENTRANCE B & C .SEC ruON 3 T17N-R 58W 1 I 5155 5170 5165 5160 5155 5150 PROFILE: ENTB-LEFT Ba as Ws A +� $ Vy x O a ►.. 1 r r - .f=i :.X - - - _ GROUND PC16EQ RADE O 01 _� t 2 of A n in in a to 0.00 0.50 PROFILE: ENTC-LEFT • N nil P. - 8,0 O , of A ti W J ' ni hW UU .7!tti ••• et ✓ • MADE I EX GROUND 4.1 b l Iii C, b 8 _ h SCALE' !• • 40' D•00 0.50 5170 5170 PROFILE: ENTB-RIGHT 5165 5165 5160 5160 5155 5155 5150 5150 5170 5170 5165 5165 5160 5160 5155 5155 5150 5150 1 84 Pi ^ ill aISA IN ,kt- •Y y, ofu e is VI W •3.b GRDUNO ! ' _� — .. PROPOSED GRADE $.1 ye. • 4,4 e i ii • a 0.00 0.50 S. A O • o a b. a W - "ggLu Et Ot 61 3 �'•-_-p - - PFrOPr t'.RP11 ✓ � 8I CX OROUNO tD Zi g N .42 �, In d S'a 0.00 0.50 5170 5170 5165 5165 5160 5160 5155 5155 5150 5150 PROFILE: ENTC-RIGHT 5170 5170 5165 5165 5160 5160 5155 5155 5150 5150 GENERAL LEGEND C//j///1//LIJ 5400 'LC ,. oursaaE OF PROJECT BOUNDARY PROPOSED ACCESS ROAD /tAA-Y,Wi1RYGRAVt1 AA*A UBSAPUCT/&NFREE ZONE 444•/1 R COVT X/R A*KW CONTOUR PROPOSED I' CONTOUR LIMITS OF DISTURBANCE OVtKMtAD U/A: // Y EXISTING TRANSMISSION [/NE "CA/C& /NE COUNTY O W 1AW5WAVED ROAD POWER POLE TRUCKS TRAFFIC ROW PROPOSED G4 lot r:cxlEcrKw:w ///// PROFILE: ENTB-TEMP-RIGHT 1 I-lou ytFt 6'A • \11 Z •1131 S tSE Al PV18T 041 pt1V it • 1.24AD • A•*MX e Ao.••2p•x p �a ,tlo ' son 6. M` N .. Ai t� .. R., As roles Cu N ' a • Q o QQ �i� 6 o. ■ a •--°� --••c yam OCGROJNU r y fit MI 2'P m cre O ca a� r'it 8'P Ne h� • SP ^ O; X� r II✓Pe w o� .. �P N Si h T S CP 0.00 0.50 1.00 1.50 2.00 PROFILE: ENTC-TEMP-LEFT 2.50 ■Oh 8T/ • 1 70.12 tlsaaLw • WI STA • it AD. --1A x a 108'VC N ♦ ■ I, k Y a .44 .`EX OROUN -D VI P 0.00 0.50 1.00 1.50 2.00 2.50 SCALE 1 =40 0 401 5170 5165 5160 5155 5150 5170 5165 5160 5155 5150 BO' 4734460 Pages: 157 of 223 07/12/2021 11:00 AM R Fee•$0.00 Carly Koppes; Clerk andRecorder: Weld County CO KEPAPiNiriTPWlbW�1 ki 111111 cL ,K D 5 11 'h re S. i t, le* - � • a tatsz •• ;s o l i 60 - W 1 1' z 2 0 z CC. .,t 06/18/2021 . C^: dies 47936 PANORAMA WINO !•I.K' !•'CO•M.1• M. TREW I L. MARTINEZ .. AY♦•J Sit &.3 A✓. t.1... ▪ tb• wit .••.HII•t tamiutop we wipe.. -. otw 4Y••4.•..Slobr.y4•• rat ,•t 1• i•tit' ,• 1•,I tSt••nd&. . S .• ww. Yd rot 0.4. 41r.Wm:0 ..On/ r`•I• u .•tAA t.. it., •y 1•tywt nw ni.nt-•.• • ...t..1'VM:••i AtLW i Y.Y'• REVISIONS 1 . •Y tM tat •1•I, •. iWw4LLti.r*M TEMP INTERSECTION IMPROVEMENT ENTRANCE B & C r <:Rt. i-t.•.^µr..,1rSC okl-, diver HOR1Z 1- = 40 VERT 1" = 4' C5.01 8 li a 3261 5260 5255 5250 5245 • • • ' ACCESS ROAD SEE DETAIL SHEET C7.00 II 4&2.3522 E 3447595 18• FG 5247.33' \ TEMPORARY,4 ERSECTION IMPROVEMENTV 690 SF OF 4` DEPTH ROAD@ASE SEE DETAIL SHEET Cl.O. 8921 N 208 987 1•'83 SECTION 20 T UN -R&M W • • • • E 3447598 • PC 0.0006 N 1608351 (5 E 3447744 38' MM 0.1960 EG 5252.74' N 160834Q El E 3447737 37 R=25.00• L=39 21 6=89.86 Pre:1921 21 N 1608333 C118 E 3447719 86 G 5250 72' Mel 1.1761 N 1608272 64 it 344770202 • • • OBSTRUCVON FREE ZONE P.) PC`6•000N N 160816747 E 344774755 EO 5246`81' 2 • 1 W33' PVMT. —slat PT 0.3933' % I N 1608/7'P/+{* E 3447t Q0 FG 5250.5 BP -0 N 16984oa/ OS•0' E 344 7r4 o • • PLAN: TEMP INTERSECTION IMPROVEMENT ENTRANCE D PROFILE: ENTD-RIGHT 8„ a •.r. saz k k O te *► a a Y dex °posit s E Goa an GgADE In Ai N Ir i 0.00 0.50 ib 5165 5260 5260 5255 52.55 5250 5250 5245 5245 PROFILE: ENTD-LEFT R m • M N. OZ I - W J OA _ 2,696 too r CEX GROLdVD II se -0 • -50 0+50 0+00 265 5260 5260 5255 5255 5250 5250 5245 5245 5240 1.00 .1.00 SECTION 21 T 12N•R 58W Md Q•1964 N 16010 03 •6 3447'737 84` l'tXISTING ROAD (fYP ; 4 EXISTING FENCE (TYP.) Ob l \ • 1 . • • • • • SCALE 1' = 40' PROFILE: ENTD-RIGHT-TEMP NIGH STA • 100811 !li[Y1JLEA • 31411 63 3VA $TA 0.80.00 fNiW4-4310 • A.) • 4.01% WIN 103 VC w ti, lit 01 A • I e ati �.— +as aim EX GROU'UD PROPOSED GRADE e h P 2.50 0.00 0.50 1.00 1.50 2.00 5280 5255 5250 5245 5240 GENERAL LEGEND ✓i ;.-)2, OF 14Y0..ECT00tAVO417Y PROPOSED ACCESS ROAD TEAR° RARYGRAVEL AR1E4 -- A 5400' x L BSTRUCT/LiVFREEJO11E MAJOR CONTOUR MINOR CONTOUR PROPOSED r CONTOUR LIMITS OF DISTURBANCE OVERHEAD UTILITY EX/S17NG TTANSM/SS/OV LINE FENCY:L4At COUNTY ROW VARAVEO ROAD POWER ROLE 7RT/CXS TRAFF/C FL OW I'IYOHDSEU GA /E SCALE 1'=47 0 47 80' 4734460 Pages: 158 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III Pj III III O •• • • • Z O I'S8 i n r o I 0t� H 1 P Vi 41 61:n g O S:• �1 1 1 • • .• T Y.' C z 2 0 z Q a 8 U 08 71,r 06+03!2021 47936 PANORAMA WINO I,I;I.tcf r. rc.M.f. IA TREW I L MARTINEZ ...Or* •Q-t*.41a✓. dr. r. ...Ilan ran, •I I tomtits Nwr r•• • «.+I•• n•ds•.•e..*N r ...an N* ^/•� I I. W'1 M. ••. M.n+a. MW..• • 1...11 Ina rMNikki. S a•il*I I4" t..•wN NNW ILIIW.•I•• 14Ne..rV t .'. •.N war IYYAYI IMIrCN• G*C.W I.retrf• we WIN VIeSION$ -.vii. fir C•.uf•i•s ITN INN 1. lA `-6 • Iv. TEMP INTERSECTION IMPROVEMENT ENTRANCE D HORIZ 1-=40 VERT 1 = 4 mar ,:..sv. 05.02 Y 5250 5275 5270 5265 5250 SECTION 20 T12N-R58W • • :7 by EXISTING ------arr ROAD ITYP I 60 00 1` CQQPITY R Q W l I ap/-0*SO 00 7E 647762 17761 311 ENT.l.EE 7 PC 0.00 00 N 1609332 15 E 35269 4 /Bp 26�.J4' \ I 00.0 aka 0.1965 nsomwassiter E 3447769 92 P1-0:3S.2Y NI 7609307 63 E 3447787 75 irs2Errin R=25.00' L•39 25' 95 I k /n REMOVE AND REPLACE • O FENCE TO SAME OR BETTER CONDITIONisi IV WOLF( Z W • R•25.00' L•39.29' • c•90.o5 Q GO 09266 17 44778j 51 5266.05' PROPOSED FENCE WITH GATE POST COMPONENT DELIVERY REFERENCE DETAIL 1 QN SHEET 07.02. PERMANENT GATE (PCST.DELIVERIES) EP 0.89 29 N 1609308 63 E,tL11---.c R=150.19' L•235.65' • p•59.90 EXISTING 01 18 Mid 0.19 62 N 1609183 97 E 3447*j0 49 Mad 1.17 82 N 1609248 09 t OBSTRUCTION E 3117807 81 / FREE ZONE (TYP.) • SECTION 21 T 12N-R58W TEMPORARY FENCE RELOCATION FOR COMPONENT DELIVERY ACCESS ROAD SFr • 00 F-11 A \EP 3.3565 AT 2.35 65 N 1609296 1) 1��,72 E 3448012 99 , 3447913 01 FG. 5263.65' • )01A� FENCE (TYP.) /� •00 �' 34 PV1y1T. ( I'. CA)PLAN: TEMP INTERSECTION IMPROVEMENT ENTRANCE E 0.0000 N'16C9I4119 E 3447765 89 EG 5967.58' BP -1+26'00 N 1609141 19 E .3447765 69 • BP .O.9 99 N 1609041 21 3447767 <9 • // TEMPORARY INTERSECTION IMPROVEMENT 4,695 SF OF 4" DEPTH ROAD BASE SEE DETAIL SHEET C7.01 EP 1.64 217 N 1609291 12 E 3447913 01 , PROFILE: ENT -E -LEFT 5260 5280 F • Il r 4o- -0.331:\ L cY naria pan •O+40 0.00 0.50 5275 5275 5270 5270 5265 5265 5280 5260 PROFILE: ENT -E -RIGHT siEtgo y W a tR LINOVIVD G4ADE 0 4? 1.00 -0 • •50 0.00 0.50 `_:80 280 5275 5275 5270 5270 5265 5265 5250 5250 1.00 • SCALE. 1" r 40' PROFILE: ENT -E -RIGHT -TEMP F X 17ROUND U _ 7 67% PROMS 51 1'.e We ZC� We 41 40 0 . 00 0.50 1.00 1.50 2.00 2.50 5260 5275 5270 5265 5260 3.00 GENERAL LEGEND /9,/-,////7///.4 5400 - --amp--- x <i CED at 3) .tt-]11 OUTSIDE Of PWO.-C1 HEX/WARY PROPOSED ACCESS ROAD TEMPORARY GRAVEL AREA Oi9STRUCT/cW FREE ZOAE- 444jtW CONTOUR MIN0RCONTOUR PROPOSED I' CONTOUR LIMITS OF DISTURBANCE OVERHEAD UTILITY EXISTING TRANSAI/SSIONLWE ,-that Me COLAVTYROW L4WAVED ROAD POWER POI E TRUCKS TRAP -NC FL Ow PROPOSED GA It CCXLECTFCW SCALE 1 =40 0 40' 80' a. 'g D O oW oC-N 0 • I� W Z • • Z t k i • sows 11- re a UI CONSTRUCTORS z 2 Q 0 a a 06/1612021 a..• c -,.•.FP 47436 •S, a! r.lir PANORAMA WINO (,t...nr •..C.M.I. M. TREW I L MARTINEZ tr.. so r•I rr.w+w.w.-n -. r. • Jain 11.1•4111 IWi.IW OW QV .4 Marl us F11.1.411. 41 on•b sei i••-.1 na•"1 I• IR•r M M Paws Ma..... • -bw. OJr•IM.4al weta "• t wry • it UM,. 4.. ESA, ,m .,.I• ,••1•-S I r -. ,l N IMMLN• CACV. REVISIONS *AWNI 1.'MtTiw I -ilia rNJ•7CCa1,,f toe fact I pway iW P PIMA '+" TEMP INTERSECTION IMPROVEMENT ENTRANCE E •• Jr HORIZ 1" = 40' VERT 1 = 4 CS.03 4734460 Pages: 159 of 223 07/12/2021 11:00 0k aMd R Recorder, $OWe Weld County CO Carly Koppes ,,Ay), ,III I IIIt� drIKIY itp:1•ii!ik10 ION PROPIDBE��" 5200 5195 5190 5185 5180 SECTION 5 TI1 N-R58W TEMPORARY FENCE RELOCATION FOR COMPONENT DELIVERY TEMPORARY INTERSECTION IMPROVEMENT 4 750 SF OF C DEPTH ROAD BASE SEE DETAIL SHEET C7.01 PC 3.07 77 N 1593408 44 games. /EP 3+36.32 - N 1593407.58 E 1447472 38 ACCESS ROAD SEE DETAIL SHEET Cl 00 l I'4/ PT 25 05 69 ▪ a 47512 37 G 5185.43' I EP 1+63 79- V 1593405 69 N F-13 1'^--• PERMANENT GATE (POST -DELIVERIES) PROPOSED FENCE WITH GATE POST COMPONENT DELIVERY REFERENCE DETAIL 1 ON SHEET C7.02. I . OBSTRUCTION FREE ZONE (TYP.) R=154.22' L=236.25 G=87.7 [XIS UN(' E_tl(.E,T+P BP -1+00 00 :t)N 15➢364➢ 51 E 3447736 20 BP 46 549 68 • 447730 43 PC 6+00 00 N 1593549 64 E 34477304a EG 5186.47 /EXISTING OVERHEAD UTILITY CROSSING 4 Md 1+1812 PC 0.0000 / N 1593445 85 N 1593424 4 E 3447680 40 E G4' 7123 PROTECT EXISTING POWER POLE STRUCTURE BARRICADE AND KEEP 10' AWAY FROM EX OH POLE r L h Mn 0.19 39 N 1593467 37 E 3447715 PT 0+ N 1 00 89 3447697 27 5186.1 EP O•& 75 1593386 87 E 3447. 2 {I EXISTING I ,I ROAD (TYP.) 1 1 1I L=39.75' Mn • ►9 88 N 15 76.78 E 344 712 93 PC +00 CO N 1 E 34 71938 EG 5 88.47 BP •50 00 N 15 308 61 E 3411716;50 53 I EXISTING FENCE MITI I BPI -1.00 00 N )59364769 63447168 44 •1 II 3 �I PVMTa X ti r c�c2 • n II ( P. NI 1593 'i •3 7 Et 344776 1 ) EG 5185.23' BP -1:15 61 N 18t3547 83 \ E 47763 16 •0011 423 20 46 29 83' R=25.00' L=39.18' A=.• SECTION 4 Ti1 N-R58W REMOVE AND REPLACE FENCE TO SAME OR BETTER CONDITION. (2701F EACH) OBST UCTION \, FREE tONE (TYP.)\`f r R=150.09' 1=234.0 ' 6=89.)9 Mn 1.758 N 1593439 65 E 3447800 62 I 0+19 34 3405 26 2 77 %id 004 N4593374 E 344776J PC 0.00 01 N 1593357 5 11 E 3441152 9d EG 5185.67 BP -43.500 N 1593758 E 3447 23 i M EXISTING - L ROAD (TIP ) PLAN: TEMP INTERSECTION IMPROVEMENT ENTRANCE F & G e:P 0.89 18 N 1593378 64 E 3447829 06 TEMPORARY FENCE RELOCATION FOR COMPONENT DELIVERY TEMPORARY INTERSECTION IMPROVEMENT 4.560 SF OP 4" DEPTH ROAD BASE SEE DETAIL SHEET C7.01 PT 2.35 16\ N 1593390 89\ E 3447904 2C ' F-121 EP' 1+63 21' E 3447901 20 i • FG 5184.23' EP 3.35 16 N 159334 89 ACCESS ROAD PT 0+39.18 rag• -•-• . SEE DETAIL SHEET C7.00 N 1593381 14 ' E 3447779 12 FG 5164.84' PERMANENT GATE (PCST-0ELNERIES) I, - PROPOSED FENCE WITH GATE POST COMPONENT DELIVERY REFERENCE DETAIL 1 ON SHEET C7.02 / J r r PROFILE: ENT -G -RIGHT -TEMP i h t •6 'S NJ a r.• -0.44% ERQPPSED.— GRADE 1 'E ND • 1� m 22 1st 0.00 0.50 1.00 1.50 2.00 2+50 5200 5200 5195 . '90 5190 '85 5195 5180 5180 SCA! F 1' 880ihb8e I r - — PROFILE: ENTF-LEFT-TEMP ft U GROUN 1 -- Unittnee Gen, -0.43% 5200 5195 5190 5185 .17•1r - -rte 2 2 O p 0.00 0+50 1.00 1.50 2.00 2.50 5180 5200 5195 5190 GENERAL LEGEND 5400 ourste OF F O..ECTB000WARY PROPOSED ACCESS ROAD TEMPORARY GRAVEL AREA OHSIwUC77OVFFtt ZONE MAJOR CONTOUR MAYOR CONTOUR PROPOSED CONTOUR LIMITS OF DISTURBANCE OVERHEAD UTILITY I-AnnNG 7RANSM/SSKW [ /Nl PEACE[ St COUNTY 0 W [WA PEDRaw POWER POLE 112UCKS TRAFFIC FLOW PROPOSED GA rE PROFILE: ENT -G -LEFT 5200 5200 PROFILE: ENT -G -RIGHT 5200 krt I 5185 [1G ORd1W 5180 —- - PPkWOSEU Cun4 -0 • -So 0 . 00 5200 5195 5190 5185 5180 0.50 PROFILE: ENTF-LEFT 51115 5195 5190 5190 5185 5185 5180 5180 1.00 aast IMF -- 13 EX. GROUND GRADE -0.50 0+00 D+50 8$ a ■ 1nw -0.11% EX ("outgo --- raoIso$ED -0 • -50 0.00 5195 5190 5185 5180 0.50 1.00 5200 5200 PROFILE: ENTF-RIGHT 5200 5195 5195 5190 5190 5185 5185 5180 5180 2 1.DO U M ea Imo $P x PP -0.50 0.00 5195 5190 5185 5180 0.50 1.00 SCALE 1"=40' 0 40' 80' 4734460 Pages: 160 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO III )JIU liii CL x� o • Ce Qt •� • ul WW o Z r • O IP m O e y Q LII CONSTRUCTORS '11o.fcl ',AA i.tl0ai .. z 6 z a- 8 0 O o 06118/2021 M. it' . 0',at 0 41936 PANORAMA WINO l tPmR E fl TAI A.a. M. TREW I L MARTINEZ ••. N •W.• a as\1.•. vy r.i..•'• VIN•, to 4... . • mow .NIA 4r•t•.U.•• w^0b o, Lrl•'. ..Y•-. N.NIr L.I cw'wn.... be, Graf U:nE,.... .tr O% ..MnW V. -1•H\•ni* -• v I o'WV'.••.' Y�UI REVISIONS .flow“ M4ry:::l rcu."Y'i!Y►4111i ,..0: • c nit. Nett CIOSIL! in t IiN U Lt r."i' KA, TEMP INTERSECTION IMPROVEMENT ENTRANCE F & c 1,Frnp,-t^1 ' .4ORIZ 1" = 40 VERT 1"=4 c5.04 GENERAL LEGEND • • • TIMMONS GROUP vOUR VISION ACHEVED THROUGH OURS THIS DRAWING PRFPARFD AT THE DALLAS, TEXAS OFFICE 7501 LS* Sty Road. Suitt 5250 I Plano. TX 75024 TEL 469.810.0230 MX 912.3/8.5856 +ni....trl nnns.com /, OUTS/UEOFPHQ�C1BOUNDANr E-------- --,4 PROPOSED ACCESS ROAD I TEMPORARY GRAVEL AREA O9STWt T7ONFREEJOSE 4 zwCOVT&.R MINOR CONTOfAR 5400 PROPOSED I' CONTOUR ' / i I - LIMITS Of DISTURBANCE - OVERHEAD UTIL/TY - - - ..... /Jy' I 7\ E7t7ST/A0 7RANSANSS/ONLMe . / / I I fl ( I i CP(AVTYR O W £4WAVEDROAD K j' PON•ERPaE rRUCXS / I ♦ TRAFFIC FLOW MM PROPOSED GA It �; ^ w� ?e ror/FCT7C]N,14 SECTION 6 / PROPOSED OVERHEAD SECTION 5 _ 2 — owls— — — IiPO�LSEO T- it 4 W CO ce L.e //'� V T1 1 N-R58W I J \ ACCESS ROADI N / SEE DETAIL SHEET C7.00 EP G•IIS A N 15919324 e E, 311277861 \/ PERMANENT (DATE FG 5231,8 C. • IPOST-DELIVERIES) _ PROPOSED FENCE WITH GATE POST COMPONENT DELIVERY REFERENCE DETAIL 1 ONSHEET C7.02. PT 9;39 80 - r � i I �� NP4%!4 E34794 F ( ( F-14 UTILITY I - J90 PT 0.3 N 1591 E 3442 , j V 1 �. 83 1 9JIlimil 6 43 LAS T11N R58W ,w N 110I Z N 1,§91864 7 / + V EXISTING N t�91881 J7 '` FENCE (TYR) E 34127x010 ad 0.19 90 N 1691x6125 ' - / I E 3111x91 PC 0.00 N 159185 E.�1� 83 EXISTING 7 ROAD (TYP 1 _ _ ) LLL!!! r--'x'BI' r— E 31 '' a -: �3d�x P. -6 taLOSI -1_[ B - N 159/855.1O 311?7os ao N 15918048 N 1591868 17 7 7a E. 311laf1-0L �EG PANORAMA WIND cc - WELD COUNTY II COLORADO �� s a' �"� 522etrr / p p 2y' INTO l�1lOHT CO RD 132 P„MT N 15 n711 �' t E--JM2757. /! R=2 L=3 =x• ,, .a3 pp !MT �N 150102al.lJ I: )4S 822,7 -IEfT .6• LI - ---= 4 EG -.231 19~ 1 j EG 5228. , (III - 1. _- ?_ x _ _ ..c.--zs _ - ( / =91 22 REMOVE AND REPLACE FENCE TO SAME BETTER CONDITION. OR teoLFl I SEA ION 8 T 1 N-R58W F-3 ! 2 ` I SECTION 7/ / 1frfarit3 W ,_,1- \ I I -... owl war A PLAN: TEMP INTERSECTION IMPROVEMENT ENTRANCE GJSOUTH) . 47938 5215 PROFILE: ENTG2-LEFT 5245 5245 PROFILE: ENTG2-RIGHT SCALE: 1- = 40' •s PANORAMA WINO M. TREW I L. MARTINEZ al, i :-;ot,i.°° cF�s �•' F "c405 :' a �g 549191 5245 tOW LCWMEV-523021 faTA. 0 >bYR i •--- dr- i- v. W , �e1II:\�N =,..,,. _ �' �FSSt0NAt X14- - • ...� eNr Po srn— EIEV 047435 ' 52:o.m% 5240 5240 IA?. = 1.29% . L7 5240 .r! 5240 i �, ISSUED FOR CONSTRUCTION d PiA RAr b P 411 E_� w OP, W aria ail Ow wn. to w en. .. AAA. imaato el fAMAO M1 wow in ''Id 'twnV.�o ir...n.Y th4%. ., ' L ..i�•a• I...Cake.,1.4 imil .nee•...• ..4••••• S'd Ind t•w,We, w •• w,..e,w e. - , (YS��J }�jQ(yw ia0 5235 ,_ O W W 5235 5235 5235 REVISIONS • • . S. e.,a01a Lt ret i .wieSna f.tn r/c :e►Frt. o:.A. ante:, c Mfl Ivac *pain'. ---1:2755—"C Liagoomee S 3irj .0.1-- -- -068% 5230 5230 5230 T'k/ — _ Ell sROLJN 5230 '>=lAV<, l"' .`+ TEMP INTERSECTION IMPROVEMENT ENTRANCE G (SOUTH) .>> PROPOSE Ear carat 5225 co i' a 2 Iii 5225 5225 e, It R i;'2 r te ill 5225 x 43. -00 0 . 50 -0 • -00 0 . 50 SCALE 1"=40 '-. •' rae.-F:; ..,•. •-. ..a.= HORIZ 1- = 40 VERT 1" = 4' C5.05 I 0 40' 80' 4734460 Pages: 161 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO I RIVE I % i�'� h III in h � W4 11111 5220 5215 5210 5205 S200 S TION 8 11N-R58W PROTECTING EXISTING POWER POLE STRUCTURE BARRICADE AND KEEP I0' AWAY FROM EX OH POLE EXST UO FO LINE. CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH REMOVE AND REPLACE FENCE TO SIMILAR OR Inasl BETTER CONDITION. 60 (ANN I 0 R Q W - EXISTING FENCE (TYP.) a(~ ' ,BP' -1+0000 N 1590580 78 E 344789739 N 15 E 34477 Be 5207.42 BP -1.250\\ N 1590480 87 4N\ E 34477C1 70 Ea 5207 47 N OBSTRUCTION FREE ZONE (TYP.) R=150.00' -235.62' 00 Mid 1.1781 N 1590376 80 E 3441750 18 MC 0.19 63 N 15 308 01 E 34 7716 5G PC 00 N 155290 05 E 34 7209.85EG754' BP -0f 00 N 159 40 09 E 341 71211 EXISTING ROAD (TYP TEMPORARY FENCE RELOCATION FOR COMPONENT DELIVERY TEMPORARY INTERSECTION IMPROVEMENT 4 695 SF OF 4" DEPTH ROAD BASE SEE DETAIL SHEET 07.91 E7► 27 -N 1 48 E 3437 ._ Nt3 1596337 (&, E 3447858 C4 1 FG 5204.78 k L15 ACCESS Rr, AL SEE I TML S)48(1 C7.0Q EP -J Pr 0.39 27 (N 159018 26 1590316 10 5.$47783 80 E' 3447733 85 5207.13' PERMANENT GATE (POST -DELIVERIES) PROPOSED FENCE WITH GA3E POST COMPONENT OELNERY REFERENCE 2 DE TAIL 1 ON SHEET C 7.02 PLAN: TEMP INTERSECTION IMPROVEMENT ENTRANCE H PROFILE: ENTH-LEFT It It r � NORAIBC RCPOSED a to .0. -50 0.00 0.50 5220 5220 5215 5215 5210 5210 5205 5205 5200 5200 1.00 PROFILE: ENTH-RIGHT 5220 5220 Ql r -1O8%, 4 II .1r POS_L RARE EA GROUND G a r .0.so 0.00 0.50 5215 5215 5210 5210 5205 5205 5200 5200 1.00 SECTION 9 TI1 N-R58W • • • EP 3.35 62 I E 3447957 95 � e r SCALE. 1- - 40 PROFILE: ENTH-LEFT-TEMP HIGH $TA • 0.12.0, HUN RI %kW a VI 6 TA ■ 0•!.•2 FM G . Fa4J•2.M _ A.D. • 423114 t--N.1M• 41 K 4 II ■IP Et °Roo 1? 4o n -0 • -50 0.00 0.50 1.00 1.50 2.00 2.50 5220 5215 5210 5205 5200 3.00 GENERAL LEGEND 5400 O.4Y-- x OUISu. OFF14O.ECTSOIAVOARY PROPOSED ACCESS ROAD TEMPORARY GRAVEL AREA 08STRUCTA01V FIFE ZONE ALCO? CONTOUR A SCW CONTOUR PROPOSED I' CON TOUR LIMITS OF DISTURBANCE OVERHEAD UTIL/TY EXISTING TRANSMISSION LINE 0-4-NCEL /At COLAVTYR O W UNPAVED ROAD PO1wRPOL TRUGYS TRAFFIC FL OW PROPOSED GA It APPRO.Y at art /!.H7wttva A6V-RA SCALE 1-=40' I _ 0 2 40' 80' 4734460 Pages: 162 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III «w GYid, III III •t. ry o 8 gc • CC gtigil miffs • °gym • in u s • • Z i •S p • hgq A J LII CHE:IIMIL[«Iff:LE z 2 0 a • r 06/18/2021 ar rr-'...cxa 47936 rr- 4777m PANORAMA WINO r. fr.11r,E.lrago...• M. TREW / L MARTINE2 r -• o'.•VYIi .0.1J•(J. T. l•• S M•• 'gall, 01I.•wI t 0a' this rip ^la.,.M M I.'.Y.■ •• aS. an De .•. t •M4n 11. Kura M erg M.}411.0 •••i...• • a-... YJnsl. ta. llnMrv.N• • day r.MY, w.l•I... .Lwow ..fg4'• REVISIONS • VA'JA.• ;A.loll ' •• .-. ...: . ,ir.•.. .a•`i•i f ll•.Y 1. 29.6 1:,.' TEMP INTERSECTION IMPROVEMENT ENTRANCE H caq.'111. •l-JCrr' • .,r HORIZ 1" at 4O VERT 1• =4 C5.06 5235 5230 5225 5220 I 1 SECT/C 1 T12N-: 8W r REMOVE AND REPLACE FENCE TO SAME OR . lztath BETTER CONDITION EXISTING �ROADITYPI k 1.. - - —x �— -- --x BF -•9«18 46 N 1597075 11 E 3441s9k4t DC 0.00 00 1597076 16 J442046 37' EG 5219.1T • 0.39 27 ' 1597052 03 E 3442087 89 •✓1 211.01.0 /r C ENTI-RIGHT I 25.00' L=39.33' 1. 6=90.13 *id 0.19 66 ` PT 0139 33 N 1069 Is _ _N 1 7 51 63 in,E 42b71, 89 597 FG 5219.40 arc 3 II PROPOSED FENCE WITH GATE POST ©COMS)NENT DELIVERY REFERENCE DETAIL 1 ON SI FIT C7.02. _ �•' ' PERMANENT GATE / .1 , . �- I (POST-0ELNERIES) EP 0113 33 N '597091 64 � .e2otz92 SECTION 6 T12N-R58W N 9692705) E 42090 22 1__ PROFILE: ENTI-LEFT 8$ O P P U ti a ORADC N N PO a P a 0.00 0.50 1/1 1 'F-16 1 • Md 6.1963 N 1597069 8 E 344209 .3 15' '7755 3 211216 5218 47 ENTI-LEFT 44 EXISTING OVERHEAD , UTILITY CROSSING Y BP -1.2500 1597080 I E`344?2]T. ENTI-LEFT-TEMP PC 0.00 00 N 1597080 , - & 3442 OBSTRUCFION EO_ FREE ZONEiTYP.)-- R=150.49' L=235.70" 5=89 74 RELOCATION FOR Mid f. 85 COMPONENT N 7033 99 DELIVERY { 112 n rr 3 TEMPORARY FENCE `(t,GL / K — — a TEMPORARY INTERSECTION IMPROVEMENT 4.695 SF OF 4-3/4,3/4.. 1" DEPTH ROAD BASE tot -al SEE DETAIL SHEET C7.01 if PT 235 70 N- ►6927 05 E 142090 12 ' F 5220.09' ACCESS ROAD SEE DETAIL SHEET C7.00 EP 3.35 69 N 159682707 E 3442092 09 PLAN: TEMP INTERSECTION IMPROVEMENT ENTRANCE I 5235 5235 5230 5230 5225 5225 5220 5220 5215 5215 PROFILE: ENTI-RIGHT 5.235 5235 8� tei Y 11 �W UC 4 . 1 , PInPOS®-• -GRADS L EX G 1OUND 0.50 0.00 6230 5230 5225 5225 5220 5220 5215 5215 1 UGC .4 07 • UGC I EXISTING _ FENCE (TYP.) . PROPOSED T SUBSTATION DRIVE BP -1.00 N 1597082. 1 E 3442337 t PROTECTING BUSTING POWER POLE STRUCTURE , BARRICADE AND KEEP or AWAY FROM EX OPOLE H — — x—� 0142 ' %.kth I PROPOSED SUBSTATION - AND FENCE 1 a7- SCALE: 1' - 40 PROFILE: ENTI-LEFT-TEMP J40. O P M � 0.7196 4 _ - _ r EX GROUND A Lnr hN N 2 r- pj 25 Pa a 0, igt a C R Sa 3.00 0.00 0.50 1.00 1.50 2•DO 2.50 5235 5230 52.25 5220 5215 GENERAL LEGEND -elm... el - 5400' -ott -- Lee IA— Lu-q-- LAC-la— UGC a— S- S Lta - L.-- LK Y UGC 11!` —at • N DUwS/G1E OFPROJECT BOUNDARY PROPOSED ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTON TREE /OW MAJOR CUVTOW 4d11 RCONTOUR PROPOSED 1' CONTOUR LIMITS OF DISTURBANCE OVERHEAD UTLL/TY EYVS77NG 7R1NSAdSSAGWLie F,tht .t 1t COLAYTYROW LAWAVED ROAD POWER POLE TRUCKS TRAFFIC FL OW PM:400SW GA it COI LFCTION LB COLLECT/0N IA COCLtC/A'.,YV 2N COCLECTiEWfl COLLECTION J4 COLLECTiY? 9B z t 3 SCALE r=40' 0 40' 90' 4734460 Pages: 163 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO .oC 42; .. 1, 43274 •. 0 All I... Q W I►1 1 1' 0 2 •r. O Z a 061182021 47906 PANORAMA WIND R.4,LxE IS,ca tµ1!1 M. TREW I L MARTINEZ -Las oasts i 4.4 I IAA OLIO era •.- MA hwwal.. VOWIY.. an•N L.W n.1 I. .4.4 % •,* I $.4. *oh Ak.•... •u4.a.. WNWaded ..S iouv.run wary M'a tt.w•.•br.WW ..••.• u• REVISIONS • }`M a•,w.. i!. • ( t zit y e.*:. cselh RN VC CT.MI.n• I>F Lva 41 .1'%_WI wa TEMP INTERSECTION IMPROVEMENT ENTRANCE I HORIZ 1 = 40 VERT 1- = 4 GENERAL LEGEND ...• �•O• • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS THIS DRAWING PREPARED AT THE DALLAS TEXAS OPTICS 7501 Ione Sir Road. Suite 8250 I Plino. TX 75024 Tb.469.810.0130 FAX 912,3/8.5856 www,tr"w+trrs.torn 777/ 1 ourscifBOUNDARY f-----•-••--+•�-••8{ PROPOSED ACCESS ROAD TEMPORARY GRA IIEL AREA OBS7RUCT/QN FREE IC14E 4 i - - - MAJOR CONTOUR MINOR CONTOUR 5400 PROPOSED / • I I• CONTOUR •,+ it - LIMITS OF DISTURBANCE OVERHEAD UTILITY — + EP 4.311 62 EXISTING TRANSMISSION LINE / �� A Is ( } 4 N 1597211 &I x rtAKtLA41E ` E 317711? 61 COUNTY ROW PT 3+6449 [aAf+A1�OROMO -, PON€RflE N 1597213 11.8 ' • 1 yY A. ACCESS ROAD r E 3437122 Q3 r ♦ IRtICKS7RAFF/CFLOW ►=. 1-71OPOSED GA /t / DETAIL SHEET , ,y,a, 2+94 24 COIIEC17ON IB SEE C7.DO A f\ r 1 N 159720321 SECTION 36 `, CQCLECTfOV IA 2 J • E 3137122 02 • T 12N-R59W 1J27 ,�- -A PC 2.8396 PROFILE: ENTJ-LEFT PROFILE: ENTJ-RIGHT PROFILE: ENTJ-RIGHT-TEMP �� 5300530568 3 J N 159719296��83 5300 F _ 315 I \ • RELOCATION FORJ ,' \ COMPONENT 1 97 / I DRIVERS' ( ` N .... PERMANENTGATE `` 5295 6286 6286(POST-DELNERIES) - MI y a UCTIOb REEZONE (TYP. ni !111rU!0.0( PROPOSED FENCE WITH GATE, POST 1 \ 1 \ ^�' r"�N • FOMPOPENT DELIVERY REFERENCE DETAIL I ON SkEET C7.O2. r ` PT 0+ R=i s R°15000 N 15870 TEMPORARY INTERSECTION ro K ^ r. 97 1110 NC PT 0+39 77 r i +Op 0 E 3437131 IMPROVEMENT 4 695 SF OF A=9O.OO FG 5288.22' \, $ a_• •• a T�"� , S lO i` e, O N 1597O111O2 j I q DEPTH ROAD BASE R=�'ar O ■ ry e�, tie!: � V E 343711653 - SE OETAILSEj�7.O1 5290 • �Qf 5280 5280 0- mu rM +4 J r '�39.3Z �� Q k�1 5290 5295 b , • . r 5 / FG E286.O7 - J I — \ 6�p 00 + U ` k N. MIS cu'� R=25.00 100 . '' — � \ ( g•15. k <II �� // ( ♦ Mrs t.1 r' kik same L=39.00 D=99.40 N 1 9.— 337174 O8 ` Qom- \ ( ^ S U. S br 3 441143•131.7751111774113: 39 / 1%%. NJ5802 78 EXISTING I IQ 0.19 63 FENCE (TIP') -to J r. 0.70% Iii �l PANORAMA WIND WELD COUNTY COLORADO PC 0.00 00 „Mid 0.19 6J N 1596992 7I N: 1587090.88 / E JIJ 82 62 IQQ? 59 EG 5289.24' 5285 — — 19'h r r' 5285 5285 5285 5290 En ORt�UN�� E 3137081 118 E 3437109 75 EG 5285.18' 37139 75 — BP. -1.0000 N 1597007 93 PROPOSED E PPOPOSID --see- "" ._ "' 5290 �� , I s + BP I • E 343738249 (*AGE EX GROUND" - •207'94 *� — '� �.F—�� / > .141Y• BPO•SOGO .`. ., --x_- N 158 E ♦ -'r 990 f5 � -g 2 11O1} 8 i �$ i pRd,'osEuJ k E 31N � _ . — z ' . 52• :4 - raliAOE — 8ENTJ o --- I ENTJ-RIGHT-TEMP — —x _— ENTJ RIGHT 8P 5280 528O - 5280 528O 5285 5285 • 33' N 1596868.42 REMOVE 5969 94 Mb O i N 1596954 0+19 63 59 I AND REPLACE � rrr�,,� FENCE TO SIMILAR OR ' r'YMT• E 3137281 38 - ENTK LEFT -TEMP t^b o ,,; •N a ff Ol� ,� q Iq NN m �� e$ 1q� y� An ti e S A' q ^ gls ROEXISTING AD (TVP.) 8 4- CO RD 134 E 313714228 BETTER CONDITION. ENTK DEFT +. I — - 2 2 '„T �1 & 2 '„_prn '„��n 2 5 „� „ N ti g2 � �'� �'W' ENTK-RIGHT \:r-1-1•O99,O56x�'e >i a >i"2�B Y1� iS 8? rrour - § '�'i ,_, - ��" N 1596969 42 585 0 . 00 . 0 • SO fi • 0O 0 • 5O - 0. 00 0 • SO 1.00 1 •50 2 + 00 1 • 50 •_ � E JI 17384 ?5 A -{ �--12-- E 3437284 38 x -- s288.S9' -" BP 695670 N IS86958 731 EG 6 PROTECTING 5300 PROFILE: ENTK-LEFT PROFILE: 5300 53OO ENTK-RIGHT h PROFILE: ENTK-LEFT-TEMP / •2y� . E ' Q� 0.00,00 OBSTRUCTION EXISTING POWER , 5300 5295 K b 5295 08118/2921 .211220L3.72___, .811 N 15969626/ FREE ZONE (TYP.) .� PC 0+0000 f' I� . POLE STRUCTURE E )IJ7►58 b3 - 5' '� ' _ BARRICADE ANQ /�' N_15M85n6 E 3437093 65 M/ 0+19 6J _ EO♦52x5.78 �,-,. �_,ec may - ,.—a-y—+LC + 6C —�' / KEEP 10• AWAY - g jp W _ / EG 5285.1 1' N 7596957 9b• _ FROM EX OF{ POLE << • `, X25 D4 i ya' rn W ItHitt. :,:.c PANORAMA WIND E 343111166 • • 68+0 .e • , - At ' L=3S1 IA �., "` u rd 1+12 �1 TEMPORARY FENCE 5295 5295 5295 EXISTING OVERHEAD 1'1, 8.?2.t: uTIUTY CRO5$MXi •r f1 0D`I = ` 59697986 C 90.00 / RELOCATION FOR 37180 5295 5280 5290 �tfA•�t: F. • CPA IF. F• M TREW 1 I MAR 1INEZ ;, '' N Y II . E 77 - COMPONENT_...8 DELIVERY Y '� - �- 1 -- �► E 34371.19 9 , PT 1O9 27 ,,,.�.- ---•-- __,.... FC( 5293.64' • I�>15O.OO fY t586l16.56_ .7.1"."''.....---... • 8 •- �- ! , L=2351.7 E X371358O\ SECTION f 7S=90.00' FG 528347: / vlml i,� 3 ` % i : _ 0.---a% 00 Cf� ', O f •'' $•�'• calf J rj;� ff 5x919 # _ ' �T'it . / �+ PROPOSED FENCE WITH GATE POST l - 1 N R59W 5290 k — 5280 6280 . 'r `ai 5285 GiiADE ---_ COMPONENT DELIVERY REFERENCE DETAIL 1 ON SHEET Cl 02. EP 0.89 27 I .. TEMPORARY INTERSECTION / u • * W 5290 ` d 5285 N 1596885 78 / PERMANENT GATE a 1437122 56 , \ IMPROVEMENT 4.695 SF OF N. 4" DEPTH ROAD BASE \ t 'r'1 e, U • � \ 1q n ^ '� - . re- is- u . ; ++ ass on, 6M0 ' ♦••••` -' (POST -DELIVERIES) ` - ',SEE DETAIL.SHEET 07.01 h +� y,m n , / ACCESS ROAD PT ?+ ` _ / ..-It kk ep , 9! SEE DETAILSHEET G7J)0 N J Y e' `3 ISSUED FOR CONSTRUCTION ' 1 E ? 5285 5286 5285 �• EP 1.61 ?7 , f 5 '10 ( PRO "•-• J 5285 5280 1+10 T q 611 \ 5280 N 1596611 73 _ 11 >A GRADE \ PROPOSED AC wGM_'��y:slse.� �.(1 �n L r.4.•HN•4,•tMmwe p■u..r.a ,nll•m•f ,.••\• *an.. LY IRA M,4•l ,r&ha ft „ww,.•,.• r .••ti r IS. wr•IN MY •rY�, rrrMlGNi 41GfM �_ E 343711719 - x—_�:..j ``•`d - t62 NaEV•S7�7.76t •;ri. 1 IF c• ]8�1 •'.,\ \ 15 e.'i. ` ♦ • ♦, ` Ex GPO UV F'•� AO fM • e.�e ly@� l�y� \. t, ♦` \ . el•MC-�— �'R \ \ 528O 5280 \ \ 3.1565 ♦ \ N 1516131 79 ♦ '\ E 7116 02-- • 3.3366• \ ^ h Se an so �, Sta 5280 vni % a h ,, ry n 22 5280 5275 MIR .�. (yp q[Y 22 p S hp n in �� Mg .p h n n �'P :g t'1 j + n '�n �e :K O y ON afV Se 2 N n a S� 5275 REVISIONS •ace,. a c-w•U,, 1 MY:n:r _NA.t, ►..- r'bttnti M*0' C 'r, OS WC c- ,tt N. '\ A ` . - N. • PLAN: TEMP INTERSECTION IMPROVEMENT �1 15867tt 77, \ , , ♦ N O•DO 0+50 0+00 0+50 0+00 0+50 1.00 1.50 2.00 2.50 \ 3437145 43 ` •\ \ 1, ♦ ♦ , \ ♦ I ) �• I . ENTRANCE ) & K TEMP INTERSECTION IT ENTRANCE ENTRANCE J & J & K SCALE• 1• - 417 i 6 SCALE t'=40'4',....,7"'. -41t.1,.•- KORIZ 1" = 40' VERT 1" = 4' C5.O8 I 0 4O• 80' 4734460 Pages: 164 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO POCARI,NIN'iliteblilithihad.hitIM Y�I�IIII III I 5.727 5320 531:. 5370 5305 ACCESS4ROAD SEE DETAIL SHE3T C7.00 r 1 a. 21 PROPOSED PENCE WIE POST COMPONENT D LIVERIV REFERENCE DE AILt SHEET C7.03 I PERMANENT GATE • (POST -DELIVERIES) PT G48 86 i '. BP .0.56.00 1594 796 90 3433394 37 i 1 15 I N 759 7 --� --�--" �'E" 7 4 9 O grt at --we-"'-- EP C•8886 N 1596875 31 E 3133466 22 d 759,9;5 34 3t3,314,2941 9 1' R=25.04 •L=38.86 ' 649.07 PC (0.00 00 N ►596799 49 E 347 44 a '-TLZEFf REMOVE AND REPLACE FENCE TO SIMILAR OR BETTER CONDITION. • 85 47 52 Md 0•19.A3 N 159680756 E 3433461 44 1.-406 u—toc 11—,4,c nS-ztC 1 1 T 11 N-R59W cx A: 1 .1 3.33 17 159705141 3433475 98 L- \ F-19 PT 2.33 17\ N 159695147 E 343347952 FG 5$7 25' OBSTRUCTION FREE ZONE (TYP.) .00 N R=150.00 1=233.1T 0=89.07 PT 0.39 27 N 1596816 98 E 3433483 94 FG 5308.57 Md 1.16 59 N 1596848 65 E 3.133527 99 c SECTION 36 T12N-R59W - ' N 154$80? Md 0.19:6i EG N 5308.57' N 1596869 57 E 343349I89 I TEMPORARY FENCE RELOCATION FOR COMPONENT DELIVERY A. ID ..C .1- A.i I %•4:r. I1 PROTECTING EXISTING POWER POLE STRUCTURE BARRICADE AND KEEP 10' AWAY FROM EX OH POLE • TEMPORARY INTERSECTION IMPROVEMENT 4.695 SF OF 4' DEPTH ROAD BASE SEE DETAIL SHEET C7.01 _ EXISTING FENCE (TIP.) .1133 tip N I S➢6LI0e 14 . E 3433634 65 ,.S( .1 - L.: .1 x N - BP -1.00 0C N 1596614 51 E J42'.1 5? -- f- uti -:1 .•.. 11 • PLAN: TEMP INTERSECTION IMPROVEMENT ENTRANCE L r'j SCALE: 7' a 40' PROFILE: ENTL-LEFT 4. H s _ rt _ \`7 PROPOS D ORAOC L-91 OROJNO to 0.50 0.00 5325 5325 5320 5320 5315 5315 5310 5310 5305 5305 PROFILE: ENTL-RIGHT . II C' N 44 N.'. a -0.12% T P 2OPOS D� -•- .y�` GRAS EY 0 NO1 • r n n 0.00 0.50 5325 5325 5320 5320 5315 5315 5310 5310 5305 5305 t2' PROFILE: ENTL-RIGHT-TEMP E 1 50 2.00 0.00 0.50 1.00 2.50 5325 5320 5315 5310 5305 GENERAL LEGEND V7//77777//i 5400' - - -w+o-- - x (; EEC I oUiSIDE OF PI4OIECT ROU o4RY PROPOSED ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREEIOME MAJOR CONTOUR MINOR CONTOUR PROPOSED I' CON TOUR LIMITS OF DISTURBANCE OVERHEAD UTILITY EXISTING mANSMISSIOV LINE COUNTY ROW UNPAVED ROAD POWER POLE TRUCKS TRAFFIC FLOW #4it 'VSEO GA it CO•I FCTIOV IR 2 SCALE 1 =417 0 40' 80' 4734460 Pages: 165 of 223 07/12/2021 11:00 AM R Fee:$0,00 Weld County CO Carly Koppes, Clerk and Recorder, III I lll� (I III u a. ,6 Dto GC • • z Zi a or •• O ij . 4 all UI CONSTRUCTORS 0 z 2 O z Q a -r 06118/2021 47936 LC. • L r.. PANORAMA WINO 7 • I, 4.(7 n .. r.r. M• 1 . M. TREVV/ L MARTINEZ '".. are W Si* .11•4 J\.h Y. IP. r. Assn /.MIIJ.I lxil•.r O OP Cola w. r.M .'M M I.1r.M.. •, alis st .Itog .M :.410.11 • W.' 1w •"1 444114411 .144• .r .1.»• W/ I.SI..M.41..ity.Ir• t •liry .,'*W t1,411.64.6 %Ll1 ry.JW t'• «. rP w'1• • . M I: 144411L1.• 4.44%,.1 REVISIONS I. 1.,, Vim w.1: C 1. n P r .M Il C c1M{•at . I'M)... -I 'L -l• ID• TEMP INTERSECTION IMPROVEMENT ENTRANCE L r. $',c rap • ." ..4. t .4 ,4 r ...1.1 HORIZ 1- = 40 VERT 1" = 4 CS.09 Y I 1 ROA D ( TY P. J PC 0.0p`0C N 1596429 55 3415807 or .EG 5384.89' REMOVE AND REPLACE FENCE TO SIMILAR OR O wolf, BETTER CONDITION 8 0: BP -0.60'51 t N 759642809 ENTSWEDHT gE 34257156.52 U f _ . • PROTECTING EXISTING'��\ -- POWER POLE STRUCTURE BARRICADE AND KEEP 10 AWAY FROM EX OH POLE Mad 6.1657 N 159622 78 E 3425 24 85 ' PT o•1p ►s N 159640 40 E 342584 12 FG 5366.17 • /2\ PROPOSED FENCE WITH GATE POSt cOMPONENT DELIVERY RFLFERENCk DETAIL 1 ON SHEET C7 02. PERMANENT GATE (POST -DELIVERIES) lb I, MM 0.1162 N 1596423 75 425855 28 4. R=25,01' La39.24 eo69.89 EA 0.8941 N 15 355 1 t E 345834 42 ACCESS R&D SEE. DETAIL SHEET C7(00 \ iI 1 MW 0.1969 N 159637846 E 3424666 80 - PC 041000 N 1596384 90 E 3174648)2 E© 5302 61' EXISTING ENTWRIONT --4--•••••••-". BP -0.4999 N 1596381 93 F 3424598 82 ) PC 0.0000 059643184 -E 3425872 61 EG 5366.55' / SECTION 341 T 12N-R59VIl - CO RD 134,4. ,3• EXISTING OVER D g • UTILITY CROSSING\ -- • / PC -0.0097- N 1596436 56 E 34299751 , EG 5371.38' BP ,1.43 96 W 159649730 E 3426016 47 EXIS TING/ ROAD (TYy.) OBSTRUCTION FREE ZONE ITYP •1a1 1.17,66 N 1596309 03 E 3425893 16 PT 0.3 24 N 1596105 79 E 3425848 74 00.1 FO 5315 99 F-21, SECTION 34 T 12N -R59 W EXISTING OVERHEAD UTILITY CROSSING < 8 es — ea38 26 PT 0.39 38 N 1596361 10 C 3424674 98 FO 5352.74' I i PROPOSED FENCE WITH GATE POST COMPONENT DELIVERY REFERENCE DETAIL 1 ON SHEET C7.02 PERMANENT GATE (POST•DELIVERIES; EP 0.89 38 N 1596371 16-I E 3424677 32 R*25.00' L=39.27 A=90.00 ACCESS ROAD SEE DETAIL SHEET C7 00 I I SECTION 3 Ti 1N-R59W ; Dote F-22 R 15000 14235 33' A=89.89 PT 2.35 32 N 1596281 67 E 3425852 88 FG 535736 EP ,I.9 N I It \ E 3 84 9835 596218 67 E 3445854 97 lb TEMPORARY, INTERSECTION IMPROVEMENT 4,695 SF OF 4" DEPTH ROAD BASE SEE DETAIL SHEET C7.b1 SECTION 3 T11AI-R59W REMOVE AND REPLACE FENCE TO SIMILAR OR BET TER CONDITION woo ) 0.39 27 1596360 72 3424691 02' FG 5362.91' MW 0.19 63 N 1596378 73 E 3424691 50 RA150.00 sa234.§Y 11.62 TEMPORARY INTERSECTION IMPROVEMENT 4,605 SF OF 4" DEPTH ROAD SASE SEE DETAIL SHEET C7 01 • OBSTRUCTION FREE ZONE(TYPI PT 2.346 N 15962 46 FG 717' 6, 86 EWI•64 27 1596235 86 E 3424696 86 PC-oa o0 N ?596386 87 E 3424714 82 / EG 5362.69' EN -TEMP 40144. I BP =(.0001 N 7596440 62- E 342606743 EXISTING FENCE (TYP 1 PROTECTING EXISTING POWER POLE STRUCTURE BARRICADE AND KEEP 10' AWAY FROM EX OH POLE TEMPORARY FENCE RELOCATION FOR COMPONENT DELIVERY 1/4 BP -1.24 96 BP -1.00 04 -N 1596391 75 N 1596395 98 E 3424839 68 E. 3424939 63 EP 3.34 62 -N 1596135 97 E 3424761 54 / - N J PC0.06 00 1596391 75 484960 217 ENTM-LEFT- EMP PLAN: TEMP INTERSECTION IMPROVEMENT ENTRANCE M & N SCALE V = 40' X PROTECTING EXISTING POWER POLE STRUCTURE BARRICADE AND KEEP 10' AWAY FROM EX OH POLL I x EXISTING FENCE (TYP.J TEMPORARY FENCE -• RELOCATION FOR COMPONENT DELIVERY i J I 5380 5375 5370 5385 5360 5380 5370 5360 PROFILE: ENTM—LEFT a: •14 _ IsROPOBEf _ CMDC ris 0.00 0.50 PROFILE: ENTN-LEFT N a 0 13%1—Ita-~-...p _ rna-iyp_ V'PwcPOSEO—'— .GRAD? 0.00 0.50 SJBU .Jd'J 5375 5375 5370 5370 5365 5365 5380 5360 5380 5380 5375 5375 5370 5370 5365 5365 5360 5360 PROFILE: ENTM-RIGHT 8* h a •> Arita h W S • P GRADE - 0.50 -0•-00 PROFILE: ENTN-RIGHT 8 4. o . • Val > •• W H Y411 Q O.j%t — - _s V.F>• 1 � `tea • -._.., m to Se ;o u R V's 0.00 0.50 5380 5385 5375 5380 5370 5375 5365 5370 5360 5365 5380 5380 5375 5375 5370 5370 5365 5365 5360 5360 EX • • GROWL) GENERAL LEGEND E. 5400 OUTS/OE OF PRO/EC T BOUNLARV PROPOSED ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRIICTIONFREE ZOAE MAJOR CONTOUR 4MS09 COYT0LW PROPOSED I 'CONTOUR LIMITS OF DISTURBANCE OVERHEAD UTA:/JY EXISTING 174ANCSN/SS/OVLOVE- ttNC*LA' COIN/YR0W L4MWA WO ROAD POWER Pa E. MUCKS TRAFFIC FL OW PROPOSED GA It PROFILE: ENTM-LEFT-TEMP 1 •► 0.00 0.50 1.00 1.50 2.00 2.50 oath C O PROFILE: ENTN-LEFT-TEMP i Il ar ;/ 4 ••% dI • qW410 4* >y S ti 14 ry I ti LL 0 66% POOP 35(0 Gexcir- Ea &1OGNC nd h SP C FIR gal' 0.00 0.50 1.00 1.50 2.00 2.50 SCALE 1 :40' 5385 5380 5375 5370 5365 5380 5375 5370 5365 5360 0 40- 80' 4734460 Pages: 166 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III Ili 11111410A • Q LII ... •.,�1 CONSTRUCTORS .,06116!2021 .a..t C', a 47936 PAt40RAW WINO , !hdt:.F.,ra•Mf. M-TREWI1. MARTINEZ -.- i.•• • MM 4.4 I•. J•- Is • . n. ...L.r. rct.n• c• , V:..•,r Y woe,* •..nnl 0. top 6044 is "S'.. - -• pen .-1 trills l SW ..,$a' .• .r41.. • -Low. lwtNil Iodise sew.•n Wit •• O.i1.V ITV Witlhat..0 4MLNyyt-t.41 REVISIONS ..m„ 7:ar •u+, ail Y._:' -0-•••• 0 - • . at' ••% J,..T K1 TEMP INTERSECTION IMPROVEMENT ENTRANCE M & N HORIZ 1" = 40 VERT T :4 -• .fl. C5.10 SECTIOI�i'33 / T12N- 59W EXIS 1 ING PROPER I Y BOUNDARY(TYP) PC 0.00 OC N 1596263 58 E 3421930 33 EG 5354.41 E)YSTRAG R9A0 (TYP ) PROTECTING / EXISTING POWER POLE STRUCTURE / BARRICADE AND KEEP 10AWAY FROM EX OH POLE TO -RIGHT r \� i PT 0.40 OS N 1596238 85 E J111195636 FG 53k4.53' PROPOSED FENCE WIT81 GATE POST COMPONENT DELIVERY REFERENCE DETAIL 1 ON Pt£fT 07.03 PERMANENT GATE (POST -DELIVERIES) /lam \ ` 1 .i 2\ \ / EP 0+80 05 N 159618995 E 3421956 86 SECTION 4 Ti 1 N-R59W ACCESS ROAQ SEE DETAIL SHEET 07.00 r. PROTECTING EXISTING POWER POLE STRUCTURE BARRICADE AND KEEP 10' AWAY FROM EX OH POLE ECTION 2 T 11 N-RO JPC 0.00 N 1595 E 34 EG Mid N •19,49 526461 3432527.09 PT G.3$ 98. N 159525? E 343254 FG 532 EXISTING PROPERTY BOUNDARY (TYPT .0 Et15.00 9.27' 489.99 0+39 27 1595241 54 34)2645 15 5324.61' 4} .,I% EXISTING I ROAD (TYP _)�, 1 \1 R•25.00' L • 39.27' 6=90.00 I M41 0.19 63 \ N 1596258 82 E 342197948 l''me l ' . •t 8 SECTION 34 T 12N-R59W ,- \ N.) PC 0+0G — N 1696286 31 E342199709 EG 5354.54' EXISTING OVERHEAD - / UTILITY CROSSING fl RD -13r4 $- ENTO-LEFT Mid 1•t83) N 1596223 14 E 342201700 PT 0+39 27 N 4598141.07 E 3/2/97234 FG 5354.54 PT' 2+36 6 N 75961160 , E 3421973 54 FO'5354.31 / • TEMPORARY INTERSECTION / EP 1.61 27 / IMPROVEMENT 4 695 SF OF N 1596116 07 4- DEPTH ROAD BASE SEE DETAIL SHEET C7.01 / Rr157.07 646.34 L=236.63' / SECTION 3 � T11N-R59W i REMOVE AND REPLACE / FENCE TO SIMILAR OR BETTER CONDITION. • 11701 * / C / BP -1.24 94 N 1596271 52 E 3422121 91 EG 5353.86' • C - 1 -_r - -- _ p - "No-- 11— r— PVMT. NTo-LflT �T11 1- -r -- PC 0.00 00 N 7506271 52 / , E 3422121 91 j. OBSTRUCTION FREE ZONE (TYP.) / VI 8P -0+99 92 E 3422221 74 EXISTING FENCE (TYP.) PROTECTING EXISTING POWER POLE STRUCTURE BARRICADE AND KEEP 10' AWAY FROM EX OH POLE TEMPORARY FENCE RELOCATION FOR COMPONENT DELIVERY ' E '3421973 56 / F-23 EP 3+36 63 N 159601606 E 3421974 57 I� I eN\ BIP4.99 95 ! rt Sl Pi 1595506 771L E 3432513 311 EX*,TTINI \ FENCE(TYP ) \ s SP 4.25 00\ 1 1 1)95496 85 326100 Q5 n r N15• 06'85\ E 3432 1113 \ I EG 5326 0 , \ , TEMP R`'4NTERSECTOD IMPR ME(JT 6d5 SF Of 1- DE4r � SEE a t7.0i RP 150.00' I L=235.56' y:1}9.96 \ c_PROPOSED FENCE WITH GATE POST COMPONENT DELIVERY \ REFERENCE DETAIL 1 ON SHEET C7.02. PERMANENT GATE (POST -DELIVERIES; i i EMPORARY FENCE RELOCATION TEMPORARY FENCE RELOCATION FOR COMPONENT DELIVERY SECTION 1 Ti1 N-R59W �- ENT/aIIOi/T BP 1i+ r 00 N 14951§.493 E 3432 2 08 k OBSTRUCTION FREE ZONE (TYP.) \ti • PT. 2.35 56 N 1595260 74 3432669 67 G 5324.11 63 W 74 5.3137i�9 7 PC 2+42$JI N 1595260112h T E 3437676 3 F -24I c � 1 r afd 2.87 39 N 1595258 81 34)212I 40 ••41 ROAD -P--46-- - ACCESS ROAD SEE DETAIL SHEET 07,00 -.'"'"EP 0•'69 27 21282 343? i _ REMOVE AND REPLACE • FENCE TO SIMILAR OR BETTER CONDITION 1 Ms0 0+19 63 N 25115233 77 E '3432527 67 'PC 0+00 00 N 1595215 91 -E 3432520 80 EG 6324.39'. E (A)PLAN: TEMP INTERSECTION IMPROVEMENT ENTRANCE 0 & P SCALE: 1 - 40' w 11 L • • • • . t • E17.›164. �N 1595?50' 1 E 343276530 r V 5370 PROFILE: ENTO-RIGHT 5370 5370 5365 5360 5355 5350 5340 5335 5330 5325 5320 T ■ t 0rical - �— l ex *ROUSp CIPOPORF11 GRADE -n•-00 I 0.50 PROFILE: ENTP-LEFT I -EX °MU A ■ N -0.49% 1 • PECJ _ GPADc 0.00 2 ran 0.50 5365 5365 5360 5360 5355 5355 5350 5350 PROFILE: ENTO-LEFT S h • - W HW ■ 0 07%s _ G GRADE 0.50 0.00 5370 5370 5365 5365 5360 5360 5355 5355 5350 5350 5340 5340 PROFILE: ENTP-RIGHT 5340 5340 5335 5335 5330 5330 5325 5325 5320 5320 ab 0.55% EX 3ROUN0 M --f PIkDPOSe) tpt PS 0+00 V's 0+50 5335 5335 5330 5330 5325 5325 5320 5320 GENERAL LEGEND I//////////, / J//// ! J 5400 OHP— A PROPOSED ACCESS ROAD TEMPORARY GRAVEL AREA MAJOR CONTOUR MINOR CONTOUR PROPOSED 1' CONTOUR LIMITS OF DISTURBANCE TENCELIAE (NAPA WO RCA4O POWER Pat TRUCKS TRAFFIC FLOW PROPOSED CA IF APPROX BLUE LIGHTNING Hat '1' COLLEC7709 149 PROFILE: ENTO-LEFT-TEMP 8 ow It PROPOSED ts Pe iv Ye to Pe PROFILE: ENTP-LEFT-TEMP 2 wit Allottat EX &UAW se irt 0.1 2 • 00 SCALE 1":40 5370 5365 5360 5355 5350 5340 5335 5330 5325 5320 4734460 Pages: 167 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 0. • CONSTRUCTORS 0 einJ wo OW 812021 47238 PANORAMA WINO nitolleetta snob gin flats onto.. inyl.011‘• REVISIONS ,ury.C1 coolly it c:aitliet. TEMP INTERSECTION IMPROVEMENT ENTRANCE 0 & 5290 5285 5280 5275 a y .1• p1 ti _ ■. ■ i �• N rt >ni ill ._b / - OPOSE D t a I■ ... 2 8'2, c. u^�i 4) TO 0.00 0.50 5290 5290 5285 5285 5280 5280 5275 5275 a. • • i • FA)•IS2 AS N 759.1476 97 E 31327 76 FG 52799 AC R N. SE rION 2 T N-R59W ¶; I I I 'BP +IJq 1 I M 1593696 9 - f 3131'53'1 84 ' EG 5283271 EXIS TING OVERHEAD UTILITY CROSSING TEMPORARY INTERSECTION IMPROVEMENT 5.165 SF OF 4" DEPTH ROAD BASE SEE DETAIL SHEET C7.01 PROTECT 4XISTINC POWER PALE STRUCTURE BARRICA AND kEEP, 10' AWAY FROM E?( or POLE t Mb 0.2921 (V 1593526 40 E 31324895€ ' R‘239 .00 EP le ' L=Is,4 N 1593400 dZ . A-,' \E 3432464 07 PT 1.17 15044 109 F��1J2428 I? F 5280.76' 3 $EE DETAIL SHEET\C7.00 • EP'0,e8 73 N 159316 08 E. 313246 5 440.051 PT 0.3925 \ N 1593165 18 E 3432511 28 G-5280 43' N 1.49.18 A=89. 78 =25.00' L=38 j0' r 8140.1965 / / N 15➢345825 E 3121 13 i EXISTING (PLAN: TEMP INTERSECTION IMPROVEMENT ENTRANCE Q O~ -1.02!4 1 _ .$D. GRACE janpuaiD A8 2.2 0.00 0.50 5290 5285 5285 5280 5280 5275 5275 5270 ■ CK-OVOOAIG YA et . 41 I. -■ a 1 ` ,1.J �1-lu-- PROPDSFID \0. GRADE \-,1" a I IbYstSa A. 17 I0m N Si 1CHREV•SAA317 EV t�8'�Y• S. II Atr��. A • 1 .65 151 eg 5282 75 q m Zr) h e S'2 h' aei 2's bm to cm 0.00 0.50 1.00 1.50 ROAD (NP 5285 5285 5280 5280 5275 5275 5270 5270 NTYROjW W C In 2 C- 92 W SECTION 1 T11N-R59W PC 0.00 00 M 15913/591 53 E '34325,13 8) i EO\526225' ■ @P -0119 514 1/4 N, 1593456 17 E '3432594 52 ', • -/ EXIStWQ . IFENCE (TYP.) PC 0•b000 N 169135066 64 E 3139535 41 ' EC/2801S fXST 1 3 00 I INE CONTRACTOR TO FIELD yEIRIFY L6CATSbN AND DEPTH I Ewi/0• 16 5q tikle 1593188 86 , I I`I I 3P315ie 916 ' N 1593481 18 , 4 E )13251100 Fe 5280.? t 4 PC WA 00 / N 15440 73 / IE 31,72546 83 EG.5278.05' I 8450 CC N / 990 71 E 34537 91 \ 1 • SCALE 1'•10 /2\ PROFILE: ENT -Q -RIGHT -TEMP 82 I» a yw ti n ._ F-_ � \ n/ . PROPOSED w -4+ 0 46% 7 ar _ "Lie—. — t 6.1 ■ I EX GROWN) \ et LI 11101111: 4 i • 1.3'.94•10. SAO ° • pablin PVI 444say 8711 • -6'•W •e5 39 ! A ■ 1 ■ —K 11rit w l.,OB N It a go 9 S n V e S w 2 i a s' 8' t•1 pa) 4n C41,74, a i' .. ID 04 in s' S _ t- re 0.00 0.50 1.00 1.50 2.00 2.50 3.00 GENERAL LEGEND I I 5290 5285 5280 5275 5270 5400 versa OFP CVEC E K/NawV PROPOSED ACCESS ROAD TEMPORARY GRAVEL AREA QRSTRI'ICTiOV Fa%'E ZOS E ASCOPCOVTDLAP AAN ORCOVroUR PROPOSED I'CONTOUR LIMITS OF DISTURBANCE OVERHEAD UTAC/lY EX/ST/NC TRANSA//SSICW LAVE /*N1. L me COUNTY O W OWN VfOROW POSER POLE T N1/CXS FRAFFaC FL OW PROPOSE!! ,LA GA ft AAAWOX BL L/CNTN/NC FABER SCALE 1 =40' 0 40' 80' 4734460 Pages: 168 of 223 07/12/2021 11:00 AM d RHcoee $0.O d County CO Carly Koppes, Clerk � 1W�r� 11111 111 Milidrin Pill 4■ O • ct •• 0 in • •Z • • O • 4 W NICERLENELER z 2 0 LG z a zg ce U0 0 J 06I18/2021 Io, yC , A411 47938 “A-LTII.� PANORAMA WIND ri7txrrnra4M tr M TREW I L. MARTINEZ 4.: ..a. b._.. ...s.,••• i.n,,.i' M.4v$ VJJH ' w • •a w Per•ALrate Lamb ...NA N 'ma..1t• a..tv ry mesas sea... • a.... 14 rot M.4.d I. W Swan. ta• W.. nee 14NIl4wn SWUNG .a*'J Y• tin. Maw teas.' tl 1MYC4■ NtC.at F .wtlta r I P4VY..:I EVISIONS G(f/'•It"II.W >tat ....Li CA TEMP INTERSECTION IMPROVEMENT ENTRANCE Q 1 HORIZ 1• = 40 VERT 1 L. 4 05.12 t I / 1 EP 3.35 62 N 1592411 54 E 3432310.96 5270 PROFILE: ENT -R -LEFT 5265 5260 5255 5250 \ 'I 1 SECTION 2 T11,(V-R59W 1 1)1-' -folk td., 4\1592666 s E 3(32555:'4 PC71 N 158151{6 96 -�- \ E 3/325k763 EG 5233 1' PROTECT EXISTING POWER POLE STRUCTURE Tf BARRICADE AND KEEP 10 AWAYFROM E% OH Poi , OBSTRUCTION — PREE ZbItE (TYP i. EXISTING OVERHEAD UTILITY'CROSSING TEMPORARY IMSTERkECTION IMPROVEMENT 469' SF OF 4' DEPTH r1OAp BASE SEE DETAIL SHEET C2.01 PT 4.45 62 10 1592413 r2 E 3432410 %4 FG 5258-65' EP x`6427 $ 3432419 94 / ACCESS ROAD SEEpE TAIL SHEET C7.00 l lad 1.1181 N '1592459 96 E 3432516 02 -- BP -219 id N 1592399 36 E 3432486 21 afS s cp etL Pi)). 3,4 r N,� 1582412 1 ei4_ PT 0.39 31 .NI'2 E 3432536 15 FO 525626' R=25.00 C•39 -aid finsOmr &Se OS Md 0.1965 N 1592393 50 ' E 34325540. BP -0.50 CO N 1592325 97 E'J432562.70 EXISTiyy NG ROAD ¶YP) I- x cc 2 w • D: H 2 W EX6T 0.00 FIELD _ w PC 0.00 oo9 T E 3 .gT N 1S$23j9 "432461 P Cc EG 5257 \ COUNTY A O4W ' PLAN: TEMP INTERSECTION IMPROVEMENT ENTRANCE R I-1.25 00, 1592566 96 43255763 SECTION 1 ETTT: PC 0.00 DO N 1592441 99 f 3432560 35 EG 5255.26' I Rz25.0O \ I t=39.2T Ac90.00 d'0•tt6r - 1592424 15 • 3432553 42. Fa LINE CONTRACTOR YO LOCATION AND DEPTH \ • V1W II _ tug tt ti r-nOrG$ED —13R1ADE A mg O e 0 00 0. 50 5270 5270 5265 5265 5260 5260 5255 5255 5250 5250 PROFILE: ENT -R -RIGHT w . 74 y os h > a. - • 6. 1 _amI, t 2.51'A - -- _ �1 - --� i' v R QP05ED RADE t2 t2 0.00 0.50 5270 5270 5265 5265 5260 57e:. 5255 52`.- 5250 5250 SCALE: I' • 40' PROFILE: ENT -R -RIGHT -TEMP m m $e uAit( 7sf 0 • --.-- - - HJ L0W 61EV • S 5345 'VISTA I apt M3EV•544.210 AD • 3.53% 'rained 141 VC • v au N k 4 2 0.49% GAO PRIJPOSt GOADE 1- Fin S P 0.00 0.50 1.00 1.50 2.00 5270 5265 5260 5255 5250 GENERAL LEGEND /,'//i/////. 5400 4 4 I O4JIS/DE OF PROECT BCY/NDAR► PROPOSED ACCESS ROAD TEMPORARY GRAVEL AREA ORS TRUCT/ONFREE 20* .144. 'PCGYVTOLER MINOR CONTOUR PROPOSED 1' CONTOUR LIMITS OF DISTURBANCE OVERHEAD UT/L/TY exesrenc 7RAACF4//SSIO NLI✓E /*Nat At COUNTY 0 W 1/APAVED ROAD POWER POLE TRUCKS TRAFFIC FLOW Fb,'A•47SfU GA /t APFROX QCGELIGHTNING FIBEF SCALE 1-:40' 0 40' 80' 4734460 Pages: 169 of 223 07/12/2021 1 C 10 0 AM d Recoeder$0 W01 d County CO Carly Koppes , 1 �� 1 ��111 ,IIII PlidiEliU:NIMI61111:1.71141:iit lir'If 1 b>X � 4 Iii i►1 CONSTRUCTORS 2 LL 0 a =8 w 0W1812021 47U36 r• ^-1 ' PANORAMA WINO M. TREW / L. MARTINEZ 1 •... ••r. nun,. 44 -. w.•I 11- ti -.M• $1I mot I . r 1 •.L,u11• V uu► n. --. . i1 IS 10••10••..•." ant is •. •I1 •.• U1/1I. wool 1w sit •u4•.. •Lnq .. ...Ames W 141•.•.•• 1•..WuAn.. FM"V -VM ..9.411." WINS .1••I•.1N V• -a.. 1V so.. H' I NycNI NG W • REVI IN3 May r C+.141(•1,8 0. 'a.= .Irm P11 •T 1%. .w• .•'X.•: TEMP INTERSECTION IMPROVEMENT ENTRANCE R HORIZ 1" = 4u VERT 1 = 4 (.5.' 1 5380 5375 5370 5365 5360 i - SJCTION 34 t12N-R59W 6000' .11P 47.50 00 , p NT. t N 159728Q 86 E 3427236 18 W EXISTING W ROAD(TVP.)�_ s-- 1i.25ab / Mid 019- 63 /N 15-97182 04 E 3187241 13 v I- PC 0+00 OP N 1587164 E '3427233 EG 5367.58 if c 1:49 77 A=91 16 PC 0+0060 N 1597230 87 E 342723520 EG 5366.39' Mad 0.19 89 N,1597212 86 E 4427142 32 PT 0+39 77 N 1597205 34 E 3427260 16 FG 5366.66' EP 0.89 77 Y .14YTXlL16 E 3427310 16 it .4 I ACCESS ROAD EE DETAIL SHEET C7.00 I' .4 II I. I. .« I. .st .. -ROAD 8P -I.24 97 N 159704412 E 342723$ I1 PC 0+00 00 N 159703942 E 3421241 11 EG 5368.19' BP -1106 o0 N 1596939/5 .7- E 34?7N8 91 R=154.47 L=236.27 A=87.67 Ms 1.18/1 N 1597115O E 342727733 OBSTRUCTION FREE ZONE (TYP,) PT G•3➢,77 N 1587189 34 Er 3427258 81 PG 5367.00' Ertrettr *-4 N 159719 19 E 312738? 81 PT 2►36 27 N 1597189 19 E f427383 81 RI 5365.50' se TEMPORARY INTERSECTION IMPROVEMWNT 4 695 SF OF 4h DEPTH ROAD BASE SEE DELL. SHEET C7.01 I\ r • Epo PLAN: TEMP INTERSECTION IMPROVEMENT ENTRANCE S PROFILE: ENTS-LEFT a* it A. 40 2 a; * .4 z W „tut V1 W N W W- it 40.67%- - c ~ .. — — . 0 10•H0 GROUND GOACE AP. IN re A 1 SP .0•-00 0.50 5380 5380 5375 5375 5370 5370 5365 5385 5360 5360 PROFILE: ENTS-RIGHT 5380 5380 et p_g a o • old .....s........7 ROUND pc GROUND PROPOSE, -`01888Ar 0.00 M. 2 re 0.50 5375 5375 5370 5370 5365 5365 5360 5360 EP 346 27 N ($7189 08 E)427483 61 SECTION 35 T 12N-R59W SCALE PROFILE: ENTS-RIGHT-TEMP I *w s CX 1: i 1.14% GRADE O R re Y1 AD 10 M4n in SP Pt �8p a Yl Pa 0.00 0. 50 1.00 1.50 2.00 2.50 5380 5375 5370 5365 GENERAL LEGEND (//////I///. 1 5400 --ow- x Ci 4- DU7S/Ot 0IFPRO, FCTBOUNDARY PROPOSED ACCESS ROAD TEMPOR4RYGRAVEL AREA OBSTRUCTION TREE 2014E A&tOQ cavrOtov MINOR COVTO*1R PROPOSED I 'CONTOUR LIMITS OF DISTURBANCE OVERHEAD UT/LHY EX7STFNG TRANSMISSION LINE rtNC&,LA E COLINTYRO W I/APAVEO Ra4O POWER lCKE TRUCKS TRAFFIC FLOW /-* OPOStuGAIt COL LEC77aV z SCALE 1 =40' 0 40' 80' 4734460 Pages: 170 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder: Weld County CO MJ�11WiE4Pi1?F8�1117� FlN,M��I �ItR�Y+�11�1�F�+�W,A �I III I. O re �• M • in • O • r• E 8 'roc m rg$5;i ear Si £a • o a 2t a W 1 1 p 06+18/2021 . a. .ir• 14.441 47936 .e C. ..'_.a PANORAMA WINO T4:UIC F I I[PIM, F, M TREW / L. MARTINEZ .4.•••••• Plan/ tr rM..YI IF Op UU'.4 •••. W M r.P0••••• stub w n•A .'. -i..I M .., pausing., sta.. 4.• •.Y.n. W f.IMd••I w.W'M.• e.•pr1 tar4.cf'AL,' lb. nil nese*I�, REVISIONS • veal,., u-. '. '..ti 7VnyA`:' :ash i mop .I0 314 1g0P C Parry SW i r c. Y•.4..'5 I ti.VAIIJ .1 v.._ -0 F.. TEMP INTERSECTION IMPROVEMENT ENTRANCE S • ). -tilt n o. c ..l r .. I.F a.1 ':.•R.. HORIZ 1" = 40 VERT 1=4 C5.14 iu 5335 5330 5325 5320 5315 BP -b*49 06 N 159934794 E 342730708 PC 0.0000 1599298 91 3427305 28 E4 5323 27' SECTION 34 T12N—R59W • l I 6060, , Cc$UNTYpO1W. I I 4 261 \ i I PVMT. 1R= 64'� L=3 70' e=a 6a 0.18 es Md N. 1599250 00 C34273104o I, PC 0,00 00 N 1599233 18 E 3427302 06 EG 5324.04'' BP -1. ' N�75lP! E 34272 I H z W' G•00 1 EXISTING IiIOAO (TIP.) Mid 0.20 17 N 1599280 58 E 3427312 33 • SECTION 35 R=25.00' T12N-R59W 1.240.35. 9.92.46 PT 0.40 35 160.34' L=237.18' 9=84.75 Mid 1.1959, 1199212 35 E 3427346 80 - EP 0.97 62 '7P-739&2 E 3427387 ACCESS ROAD SEE DETAIL SHEET 07.00 ---rt°-I 0J (U --'- N 1599257 78 E 212141142 PT 2.37 18 N 1598257 78 E 3427453 42 FO 5322 78' OBSTRUCTION FREE ,BONE (TIP.) TEMPORARY INTERSECTION IMPROVEMENT 4.695 SF OF 4' DEPTH ROAD BASE SEE DESML"SHEET 07.01 PC 0.00 00 N. 1599106 92 E 3427298 65 EG 5327 28' • 8 P. 3.2621. • N 1599258 78 "-E 3477547'44 J J OPLAN: TEMP INTERSECTION IMPROVEMENT ENTRANCE T SCALE: 1- + 40' PROFILE: ENT -T -LEFT N • w 41� , , Q 0.08% ;PR 'oua --�- !X 3ROUAb A H a."5 6R b 5In r2 0.00 0.50 533s 5335 PROFILE: ENT -T -RIGHT 5330 5330 5325 5325 5320 5320 5315 5315 a 2 O n . y Itti - stint a -k 1 t tact�.1 • 1 6796 PROPOSED 3 h 0.00 0.50 �3n 5340 5330 5335 5325 5330 5320 5325 5315 5320 PROFILE: ENT -T -RIGHT -TEMP '- (kW _ a&SFv3 ITA t 1•I "DI 7.41 ,t 2 11VI d STA aasi 1 0.9•.70 .611.74 • A. i. = i d•% 137flC ` \ Y 4 V— p 0 1 CV . Cl Sa X q h UI --t 19 ?ft " r 1 Pin" -ate' r,RftnF CV meA. ?2 o N lei :2 to °1 IC N V's' N �thy N h Y'S ra �Ny1 11 Ng PP 0.00 0.50 1.00 1.50 2.00 5340 5335 5330 ?[5 5320 GENERAL LEGEND 5400' OUTSIDE CISPROJECT SO NOARr PROPOSED ACCESS ROAD TEAA°CRARYGRAVEL AREA G I BSTRI /CT/ON FREE 2OAE E '44.; OR CONTOUR MINOR CONTOUR PROPOSED I' CONTOUR LIMITS OF DISTURBANCE OVERHEAD UT/C/TY EX?STWMG TRANS.'//SSIONLIN" FtACtL/Alk COUNTY R O W G4Mo.4 WO ROAD POWER Pa E TRUCKS 7RAFFeC FLOW Ph'OPOStW Ii.4It SCALE 1-=40' 0 40' 80' 4734460 Pages: 171 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO K$%III fre�I � I'rJ '� ,Ci a. O •w o • : • Z • O • i E u h r 8 ri o No of,' o >ff gm gigs ram g O St It Q LII �1 1 1' O Z 1.i O Z Q 0 0TI 0W0312021 At, I,MK. 47936 PANORAMA WINO S...4C F1•:L14w.1• M TREW I L. MARTINEZ /W+ •U -t .i.3 on... At •. • n .M M n Lain No •. PM . I py n11• 4Nd At NO/ r• ••0.1 • .W t«.. ►4 wknead la tMJtis•IN •+1+V seer a.1th41An t W wy .4-ul 1. - l ...' wile. tree.' N /NM6A► WIC 40 R gh i .TW91/ rev. ieo.wtten'. 1 {Ara., Le. 'Ka TEMP INTERSECTION IMPROVEMENT ENTRANCE T F+ORIL 1- = 40 VERT 1 = 4' C5.15 \ / SECTI6N 27 T 12N-R59W x ,al ACCE S WOAD - I C SEE DETAIL SHEET Ct00PT ,2.35,86 E 4427192 89 1 ,FG 31B.t8 \\ TEMPORARY INTERSECTION IMPROVEMENT 4 715 ¢F OF 4- DEPTH ROAD BAS E8EE DETAIL SHEET &0 , EP 3035 86 N 1c(;'tc5St 6 3427092 91 • PT 0.39 70 N 1662185 32 3427316 76 FO 5323.60' EP 0.89 70 tad.iQ 66 17 , • Mid 1.179a N 102121 97 E 3421299 80 R:151.58' L=235.88 6=89 PC1.Q•00 20 N 1602;i14 93' E 3(27343 28 it kG 5323.49\ BP 0.50 126 CQ YR O W N 1602261 13 E 3127339 66 PC 0+00 00 N 1602211 16 E 3427341 J( EG 5323.29 Mad 0.19 85 N 1602193.09 OBSTRUCTION \FREE ZONE. (TYP.) 0.00 Pap +06 00 M 1602Q119 79 E 9427376 2,5 EG 5321.32 E XItSTING ROAD (T.YP.) W•0 H 2 W 28' PVMT. N e••I CC O V \ ,BP -1.00 qo L i� BO, -0.50 co . N 602281 36 IE 3427367 54 PC 0.00 00 N 1602211 E 3427369 2 G 5323 18' d 1.7.7 96 N 16021279 78 E 3427415 52 PC 0.0023 N 1602145 66 E 3427371 14 EG 9323.93' OBSTRUCTION FREE ZONE (TY�.) EXISTING / FENCE (TYP.) 1/. r PC 0+00 00 N 160)020. E 3427374 EG 5,32:.17 EXISTING K GOAD (TYP.) BP -1g000G N 16019191f N t60,1920 50 N E 3427318 63 P7376 49 \ ?E 34 Z Z >< TEMP INTERSECTION IMPROVEMENT ENTRANCE U & V (A)'LAN: SCALE: 1' • 40' SEAON 26 T 12N-? 59W Mad Q. 1963 N 1602193 97 E 3427377 12 R=25.00', L=39 25- 9.96 L)P 0.89 26 N1602788 6 E 13427444 9 REPLACE AND REMOVE FENCE TO SIMILAR OR BETTER CONDITION. I270LF, ak 4r II(CIA- •u -r, ''>•--- Pr 2.3592 N 1602175 34 E 3427520 24 FG 5319.26. - ACCESS ROAD SEE DETAIL SHEET 07.00 ,.`y F28 - PERMANENT GATE J' (POST -DELIVERIES) - 3.00 R=t51.9b' PROPOSED FENCE WITH GATE POST /\ a7 COMPONENT DELIVERY REFERENCE / \ L=235. DETAIL 1 ON SHEET C2.07, 88.15 l/ i TEMPORARY INTERSECTION IMPROVEMENT 4.720 SF OF 4" DEPTH ROAD BASE SEE DETAIL SHEET C7.01 5335 5330 5325 5320 5315 5335 5330 5325 5320 5315 TEMPORARY FENCE RELOCATION FOR COMPONENT DELIVERY • PROFILE: ENTU-LEFT • flnil 141 YY h W Cal ■ > I X44. in to hg k U 1 ys■.smaw L ORMO! Pin • gl S LY S Pa 0.00 0.50 PROFILE: ENTV-LEFT i2 •7ch AN sa i.,I to tr» e n r NITS Isi q tL _ffi...rpamo<:::-729%, �--D -......, -- Ex aMVU*U -cam cgaom 1 2 g r f is ZS 0.00 0.50 5335 5335 PROFILE: ENTU-RIGHT T U -RIGHT 5335 5335 5330 5330 5325 5325 5320 5320 5315 5315 2 ■ N lit Q.A. • ■ S U' N 0.76` :X ROUND wire h Pa -0•-50 5335 5335 5330 5330 532.5 5325 5320 5320 5315 5315 0.00 0.50 PROFILE: ENTV-RIGHT et e O- W 2�2 A a LL Q EX GROUND .., PROPOSED WADI St' te c f7( r a 0+00 0.50 5330 5330 5325 5325 5320 5320 5315 5315 5335 5335 5330 5330 5325 5325 5320 5320 5315 5315 GENERAL LEGEND --I 5400 x 4 - at IA .LC IA PROFILE: ENTU-LEFT-TEMP OUTS/OE C$ PROJECT BOUNDARY PROPOSED ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE AMC MAJOR CONTOUR MINOR CONTOUR PROPOSED 1' CONTOUR LIMITS OF DISTURBANCE OVERHEAD UTILITY EXIST/NO TRANSMISSION t E hi -NU -I /AAt COANTYR O W MPAVEDROAD POWER POLE TRUCKS TRAFFIC FLOW PROPOSED GM /tA CCKLECTICW /A /2\ SCALE I L40- 40' PRQPQSE4? E GRADE, Er GROUND N 20 ilk a peer _ ►MK1lTn ruw r. MON El EV 1 5313,41 PINSIA •it,,o PN EJ.E11 AD =dtet{ ?J' oa r 4 I E v.; w2 h fV inN in .l1 'P 0 m h to 0.00 0.50 1.00 1.50 2.00 PROFILE: ENTV-RIGHT-TEMP 2.50 R 2 t Y1VuND VTI male Y --,c1444-o..wra _ N G$ ELEV • SII23.44 *WttA 41 M I3LEV•53Q4.SI R - ' 7.0C ROlaoiED _ .a 116 VC h Vf M 2'2 t� C RR Sa 8 0.00 0.50 1.00 1.50 2.00 2.50 5335 5325 5320 5315 5335 5330 5325 5320 5315 80' 4734460 Pages: 172 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County : CO III KIND /141001 Bill ,g D -? p O • cc ct i l • �e c -� • -g64, • �� m m ••Zr • lin • E5.4 � o m O I— LII 1 1 ' 2 0 a ., I 06/1602021 b",.t-- (MHO 47936 lr. fr.'•.K PANORAMA WINO rr..1..1d:.F,:; L.M. /, M. TREW I L MARTINEZ YI'..v..+-4M• M..r...n r. •• . As++ itwl, Of M.,W if ViWN • N .' DO K.■•.•.Yr siren..'a.e 1. 014', NO 9.f. M.1...'.' ■rvn. WO Ai Y•.oa■ L e •••••• •fry ••••• un•.•>n .I..a. ..I•ul I". •. n nb .. w..-'•VM(.4Yb4Wl REVISION r. y.:: • TEMP INTERSECTION IMPROVEMENT ENTRANCE U & V HORIZ 1" = 4U VERT 1' = 4 CS.16 I • SECTION 27' T12N-R59 W EP 3.26 N 1665422 73 702'1 Al ACCESS ROAD SEE DETIVL SHEET C7.00 I I 2%E73 N 160512) 11 E 3427123yyy7 FG 5298.881 TEMPORARY INTERSECTION IMPROVEMENT 4.670 r OF 4' DEPTH ROAD BASE SEE DETAIL SHEET C7.01 7 EXISTING . FENCE (TYP.) 0. 8q EXISTING ROAD (TYP.) 1 BP 0.509 N $594821 49 E 3442707 77 SECTION 6 T11N-R58W 'N 15918$ 48 E 3112745 78 E 5230.20 PC 0.0006 N.-1501827 21 E 3761 76 EG- 5231.23' FgTx1.LEIrT- �O RD PT 0.39 18 N 1605/3958 E 342724905 FG 5297 18' - •:a N 1605439 39 ___E...42111S y9 U'. ----��-ROADW 0 BP C.50 0Q, C4UNTY R CJ( N 160551/58 28' E 3127273 96' ' MM 0.19 551I' N 1605416 91 E 342726667 R=25.00' L=39.18' \2 EP 1 N 160542 E 3127123 8 T 0.39 N 1605423 58 E 3127218 86 FG 5297 34' MM 1.13 12 N 1605382 87 E 3427226 72 I -7yH CA 14,43 N 1591820 38 E 311277513 % PT 0.38 87 N $591803 11 E V412783 24 • FG 5230.20' PROPOSED FENCE MITII GATE POST COMPONENT DELIVERY REFERENCE DETAIL 1 ON SIIEET C7.02 PCRMANEAT GATE (POST-DELNERIES) I U - SgON 7 I ACCESS ROAD T11N-R58W( SEE DETAIL SPEE�.00 R=U L=22•.23 a_ • • .63 OBSTRUCTION FREE ZONE (TYP.) ..•••• -EP 044 87 N 1591753 11 ,— \ E' 131427850-3 ' I PC 0 00G N 1605 301 E 3127�773 96 EG 5297425' BP -1.15611 N $605283 04 E 3127273.96 EXISTING ROAD (TYP.) BP -1.00 0$ N 1605183 04 E 3427273 96\ -14 5310 5305 5300 5295 5290 R=25.00' L=39.27' 8=90t 0 r -N 1ft E 342 de 0 N 7 Fc5 W i LU 4 l LSE ION26 I T 2N-R59W 9,00 00 � N1105461 58 IE 3417273 96 EG $97.00' e OQ 73 41101 9111' EXS I UG I -o UNE. CONTRACTOR FIFI D VERIFY LOCA I ION ANU UtP IN N 1591857 7 -` . SECTION 3 E 3412821 #7 i 1T 11 N -R58 W EG- S228.'_"- __--- - -- REPLACE FENCE IQ191NAILA@ OR BETTER CONDITION. woo 4e, 9.50 00 N 1591620 46 E 3112873 7 Jt lGHT =3t.63 PC 00 - A=9D 83 N 15 828.53 MM 10.19 62 E 314 823 72 N 1691820 70 EG 5 29.59' E 3112806 07 PI 0.39 63 N2f 59180244 -' 417799 16 4 5230 35' Q•88 74 1591753 56 3//280102 8 58W PLAN: TEMP INTERSECTION IMPROVEMENT ENTRANCE W & X (NORTH) SCALE.:' • 40' PROFILE: ENTW-LEFT Ira U w h �l 0.83% -EX $RWNO w N tur 0.00 5245 5240 5235 5230 5225 0.50 5310 5310 5306 5306 5300 5300 5295 5295 5290 5290 PROFILE: ENTW-RIGHT 88 i a a a a- PSS'm Ri 0.47% -- 1:7n3ROUND PROPOSEQ R D( ^ in n /•f w „n. OM PROFILE: ENTX1-LEFT er Q� Yh O a 8 'I L• a a U. II k '- ti Z 6 ~ PROPOSED NR ire' M to 0.00 0.50 0.00 5245 5245 5240 5240 5235 5235 5230 5230 5225 5225 • N�p t �� a P 4 y) a' a a, .., �m it til Z IL ,-.'+ i �e IX ORE M.WADE PROPE78EO C es. N m m 2 t8' 0.00 0.50 0.50 5310 5310 5305 5305 5300 5300 5295 5295 5290 5290 PROFILE: ENTW-LEFT-TEMP .10 '4 W h � --a PROPEISFt1 GRADE 0 72% 1 a. *RIMS gala S S r r EX 3ROUM ZI F- 2 r 0.00 PROFILE: ENTX1-RIGHT 5245 5240 5235 0.50 1.00 1.50 2.00 2 5230 GENERAL LEGEND OUTSIDE OF RRCUL"CT BOlACJARY 5225 r 1 5400' --OAP--- PROPOSEDACCESS ROAD TF4/°OAZARYGRAM AREA 50 ORS TR CnonFISEE/ONE MAlO4 CONTOUR A//'WW CONTOUR PROPOSED I' CONTOUR LIMITS OF DISTURBANCE ofFRNFAO UT77 /TV E.17STAVG TR4NSM'SSIOV I WE FENCEL4* COLAVTYROW UNPAVED ROOD ROWER POLE TRUCKS TRAFFIC FL OW PROPOSED GA 7F AAP oraLEt4C'vm/NCMAIER! ` ".1J 529t 5290 SCALE 1 =40' 0 40' BO' 4734460 Pages: 173 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO ill MIMI" :1,:i(elfigihtiLilleifill II III irk a W �►1 1 1' 0 z 2 0 z Q a- zl C) O -a J8 W ar. 09/1612021 4 crr••:.e:t- 4 -4•!...,4- PANORAMA WINO r•1' •d' 5,,:a.M, i• M. TREW I L MARTINEL REVISIONS • 1 .. , ).11.110 .1 r_. TEMP INTERSECTION IMPROVEMENT ENTRANCE W & X (NORTH) ,1..F , kORI1 1" = 40' VERT 1 =4 E5.17 ENT PC 0.00 00 ; N 1586731 99 E 3432724 EG 5302. ECTION 1 T 11 N -R5' PC O•0C 00 N 1586647 33 E 3432726 4 EG 5302. Mid 0.1957 N 1586629 88 E 3432734 REMOVE AND REPLACE FENCE TO SIMILAR OR 2701.'I BETTER CONDITION. / PT 0• .15I N 158 2 93 E 3 275192 F 30218' RO.W 00+0-' Mid 0.19 70 N 1586599 E 3432734 .PC 0.00 OOI N 1586836 E343272f EG 53015711 ENTX-1. FT•TE6P•OUTSIDE EJl`STING FFIJCE (TYP.1 OBSTRUCTION ( FREE ZONE (TYP.K \. 1.6 -All 1586686 E 3432788 15 4f 0+ 10 5866 327 R4239 0•' L 56 20 37.92 iI 215.00' 6.66' ' .72 R=25.00 L=39.3$' :90.2 0•06 01) N 458658135 EXISTING E • 3432 721 03 ROAD (TYP 1 EO' 5301.71' ' I • SECTION 12 TI1N-R59W TEMPORARY FENCE RELOCATION FOR COMPONENT DELIVERY TEMPORARY INTERSECTION IMPROVEMENT 4.695 se OF C DEPTH ROAD BASE SEE DETAIL SHEET C7.01 66 J5 N 1486606 64 \` E 34,3 2752 55 FO `.�02.16' -.-X • AI;CESS RJAU PT 1:58 20 / SEE N 15;6624 5'3 F 344836 5EFG5 PERMANENT GATE (POST-DELIVERIESI PROPOSED FENCE 1MTH GATE POat COMPONENT DELIVERY REFERENCE DETAIL1 ON SHEET C7.02. -,x 11 I I I I PT X3.36 66 NIf58662650 ' - F 3IJ?9s0 95 ' Id ,�0' I. I DETAIL SHEET 07.00 ®PLAN: TEMP INTERSECTION IMPROVEMENT ENTRANCE X SCALE 1' • 40' 5310 5305 5300 5295 5315 5310 5305 5295 PROFILE: ENTX-LEFT re o_ 4. 0 • I 0 ■ VII U SS dk 020% LEA GRotmo PFOPOSa>" - �a lia g o r o PROFILE: ENTX-LEFT-TEMP-OUTSIDE 0.00 0.50 140H 9TAL 2')7.04 _Spa •Fy ■5f.4a VVl 4TA • 2.7•.11 far4c.6v.•�•7 7> • A.D. • 41.904 guy VOW 57 St to- -tx GR&ao 84' JC 0 • Sd+ elk( WA•1•21 is s•c•1 R HIGH El EV.5X1A3 1 F10.S17 • 1.5S9n n I PV1 ELEV = 530 .90 • - m•m-- A.0 15914 am u K=2000 7� n2 Y A ! ta Ts aR 4 PP 0.00 0.50 1.00 1.50 2.00 2.50 3.00 5310 5315 5305 5310 5300 5305 5295 5300 5290 5295 a315 :315 5310 5310 5305 5305 5300 5300 5295 5295 PROFILE: ENTX-RIGHT N 17 kit 1 16% PROPOSED GRAD: ai 0.00 0.50 531 5310 5295 PROFILE: ENTX-LEFT-TEMP-INSIDE 08+ E1A . 0• I•.4 f•NYCMf1i , M MIA i O•St.•3 CM SSW -•7M.* AD.•CO4K =1113.0a 41' VC se n R n.P O,_a _ ■ > ;41 • -0.42% 48 ORADE EX GAOU{1ID 30 a Bag 8•P rce 0.00 0.50 1.00 1.50 2.00 5315 5310 5305 5300 5295 GENERAL LEGEND I 5400' .09 — ole. — — X C) ours1LAE OF PRO/EC T BOUACARY PROPOSED ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE MAJOR CONTOUR MINOR CONTOUR PROPOSED I' CONTOUR LIMA TS OF DISTURBANCE OVERHEAD Ur/L/TY EXIST/MC TRANSMISSION LANE hkAGELMIk COLAYTYR0W uneAVED Ro,40 POWER POLE TRUCKS 1RAFF/C FLOW I-*it1FOSW GA It z 2 SCALE 1`=40 0 40' 80' 4734460 Pages: 174 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO III WWI Pi IV191,4gV,Fil'illiNiiiiia III III E nP. . O 4 r.c z •• u o� �m (n wire, , Z. 1 • o r I< • S q a 0 a 4 LII I►1 1 1 ' 1 w • • } )tl 0 z 2 O Q a - Z Se; 08116/2021 . .FC• a-fR 47936 PANORAMA WINO rt+L..•tPie rNOM.,y• M TREW / L. MARTINEZ •.'La •wa.a �W.� •0'u.,r rc.I • r^.I•.r•p•.*..I•.'*"4• .' p.m•.I '..•...IL u:. f W •••w1 •. •.r.i:.. ., • b.•. 1i••t1•,1•a n, M'u.1'I• 'I JU.ry �.•a u".•...'• 1w+y.N•Mt —. •1..✓ I. . w • .- ' MNl4 • REVISIONS I VNQI•• 'I'...•'Rh TEMP INTERSECTION IMPROVEMENT ENTRANCE X HORIZ 1• = 4O VERT 1_. = 4 I al . C5.18 URSINE PADSems IPlzen 4734460 Pages: 175 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII NIIIM0NFIN APPlitiii,Miake W4441IiL41liii 4 LII CONSTRUCTORS 06/6J1021 4. .l C' ;.,al 0936 he& .(L''eta P WMIA►WWO LIUuhtLE., CP.m M. TRE1NI L. MARTINEZ REVISIONS Ih.eau-..... iw TURBINE SITE DETAILS T01 -T04 Jc I_o.00 X 1. A. S I a 8 4 . D1 m 8 6 • 4734460 Pages: 176 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO IIIPP Prililiji0Pr'�E' I ti�II II i a W �►1 1 1' 0 z 2 O 2 Q a Z 8 0 0 V �.. Dtl/D3/707I . - 47936 k. cz- .4.c PANORAMA WINO iicF idL t. i za.a. l . M TREw/ 1. MARTINET ••4••••41.•• 1•41i MOAN 1. OP(eN ,. w ar M r.lnsass .. e...M w .1 MI eN :OAR 11• usel MM M a W144. •t.d%.-.• A.... 4.. tea 10,1•014 tri*... t'. a.ww .r„• ..,.rrt.. sta..ry..s.S4 tr• .. • .n.•,b..... •. I • •INMG41. OMpW REVISIONS -AAiWet.?' s Will O It 36.3•1F 'CM TURBINE SITE DETAILS T05-108 Ch.UI a .la O U LLlj; a In 13 g �� Z z 4 • 0. O -1111 ,o 1- y a W CONSTRUCTORS a <0 w 0 z Q a- 1, 1 O&OY2O21 47936 2..t-...4 PANORAMA W WO i,k4g:•9., Ca.M PI M. TRE1N/ L. MARTINEZ I I 6 r Ones lam as anus. a... P. «t1 IsMiniN thIa,)I* OP MO M S I*W•.1 at..6 w iMM I PM/ ;to t t..{. 1 It,. logtWh... saws. W.!y U..t./t mew*. 1440.0 ats1w Oat") Mhos, Its -r..., -'.1e .". I I INK..i UYGW REVISIONS . MAW., .TRY.." ! F tryy l.' to t'Y TURBINE SITE DETAILS T09 -T11 .... F 1"=40' 4734460 Pages: 177 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder; Weld County , CO l' I C6.02 TURBINE SITE T12 - ROAD Q \ 1 • • TURBINE SITE T14- ROAD R / • • 4734460 Pages: 178 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes; Clerk and Recorder; Weld County CO 111111 \ • • • SCALE: I' • 40 SCALE. 1` = 40 • • • \ • • • \• \ • S. \ \ • • • • • . • • • • • • R■ 133.eo LIAM.T9' • • • • • • • WRlt1E T1 • N E 3430597 • 1 • S. • \ N • \ • • • • • • • • • • • TURBINE SITE T13 - ROAD R1 s 1 \ • \ • • • ./ ♦ • - ` , id<e • \ •• • • • . . 1 \ • • \ • \ • , • • ♦• •• • •` • • 1 • 1 • • • • • • ' •• ♦ • • ♦ , S. • awls 1 \ \ \ • • • • • \\ r TURBINE SITE 115 - ROAD R • 1 r SCALE: 1' • 40' / r fy • \ • SCALE: 1" = 40' • • • • IL y h 2 a t CC Pin • • re Fdy 00 • tt Z ry a. • O • T Lie a .. W CONSTRUCTORS 2 0 z Q a. 06103x2021 le. ACT'r•!L1 47936 k{ A t .144 PANORAMA WIND res1/2•1: w ta»r.J. M. TREW I L MARTINEZ an ..:-•a . .JJY.J - .. .. w.. .br. •••••••11/ 44 M1 GO 4./s• 1 ,. M r 'N.M1.1 •• rw... M 1'1 . •4 nll•WI*. • p NS ..a. -.. ..SA..• W yWaal weak 11.10.1.0 N. M '.1uby Omani -1••M ink co ;P.m veils, •.- a4 .4 ?MMus 41C• IIISCIUIRo ibtY..:' !CV. Tv i. Mon fAMC J -' 1-.. TURBINE SITE DETAILS T12 -T15 C6.°1 a W I I ;. / f I, "h' 3384 ski TURBINE SITE T16 - ROAD R p .10 • • a / • r<a • • _,• • • /N / _ • mit • • .4. - 63+00 / / I / / • I / / / . I I • I I / /f • A / I / • • I I / I N 16022530 F 3421613. R= 139.66 L•262 TURBINE TM N 166640].71 E 347666116 I - N 1566400.61 E 341963636 r 3 --110 12.00 - 13}00 - SCALE' 1' • 40 • I .y N 1566367.4 N E 3421H6a_. 1 14.01) a.- 15.00 " t ROAD -T TURBINE SITE T18 - ROAD T h t•662A2 ,4 E 347.46.1.7 4: 4734460 Pages: 179 of 223 07/12/2021 11:00 PM R Fee:$0.00 CO Koppes, Clerk and Recorder. Weld County 1 Carly � �' � kit), i� it I III PridP141110101,4% SCALE 1' = 40 IS . •a..•e• / r / • r /I / „S / a- 4' / —UCLA 16 1. 32+ I 1 I. ROAD -T • 5313 r/ • TURBINE SITE T17 - ROAD T / TURBINE TI7 5314 74.46 3430 I R-150.04 Line 67' 1 \ 1 36.00 1 \ • • I i I / SCALE: 1' • 40' 1 / • 31.00 _I. _- + a. D O Ore I a • 162 • O or a ti4 g7 a 21 T I' IL yyy 2 tiw 8 a cica O 2*. Q LII I►1 1 1' O _Z 2 O z Q a .. ,. 0640312021 '4. It ..•4l. 41936 .C. AL h1.a PANORAMA WINO M 7REW I L MARTINEZ 1?.. —W MIi a? Set •..•i ••. P. -dada ISM' .1 I NAIAD if 0H.Ivr• 4 V. •M r ..,I,s tt.Int - ..-1 . • IVnlI. a.'a y-I.u.✓43..- city .•41-x-V.4S III /y...AIC. • MVL'.. Ilc.d REVISIONS VM;X/., blv YH 4`a rq]..' ...'.H .•a'ih F 4Wn a...l ....up '1{..•. TURBINE SITE DETAILS T16 -T18 • A E [ }It r.... .:r..i. r . I•• 1'=40 C6.04 4734460 Pages: 180 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO a. ,E o 5 ;1 • ce atto • OLL E-- • 0" ••wor . og � • Z zY ne P • O ;1$2 ••f M5 � aro r g -: 0 -a. — JJ Q W CONSTRUCTORS 0 2 Q 0 z Q a Wu/Dv2Q21 m .- -4Ir .738 9 FG •i_ 'I 4,4 PANORAMA WIND IC4Lr. E•.ta.A..►. M TREW / L. MARTINE2 ... /V.. J mow M• P. •• bat.* rte.% ..11M.W.1. OPuu e,• r opt w nN••.b••.oral st.. is 0,,••• t.�..l1•.•.,t .r,. ow; w.•rS.. • wbw. W /d M41• Cu.WvM.• • ID% CS. y',timM•. Motes named t ♦ n- n, "'Ss, .•.M•I.11•y[.A (.•Lw REVISIO4 a i II hU�1pI�IL1�F�Y�SPiIiYI�'�I�+� 4,4?, 111111 a. O egg • • • Z • O Q UI MIMJIIMMIR is I o, Pc 4738 PANORAMA WINO . ••...(LF.._AiMti. M. TREWI L MARTINE2 REVISIONS $.l\W..ct M1Li SA. TURBINE SITE DETAILS T23 -T26 r �.F 1'=40' C6.06 4734460 Pages: 181 of 223 07/12/2021 11:00 AM R Fee:$0,00 Carly Koppes, Clerk and Recorder, Weld County , CO11111 III KIN 4734460 Pages: 182 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder; Weld County , CO III I III II a. O • (e •• o • O • • 8 • §a 149 Car rW vi; c J 0 } O 1% Q W 1 1' . t I •.XL1I y. z 2 O Z Q a 25 c J ., 0610.12021 47939 -C. AL 1 lit PANORAMA WIND X:4.1•[1.4' '.414/.4,}. IA TREWII MARTINE/ to aims •Y a.la 41..41 dot V . l .• YidnYYMM YItIm ats Or satyr 1.0.11/40.*** . •L... 1r11411wl.d1 sa►sw• I di.V re. u1Yu 4• % .IdN1. ... •.. wnY�' Y 4. 1..1' . YL. LAM GZk't,1s tJ. TURBINE SITE DETAILS T27 Ca.07 / 1 •' /, 7/ 1 // // .77E,,y, /81 1 / // 7>1 4734460 Pages: 183 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder; Weld County CO III Hi ��w��IrVPi i�,��h'��I 111111 a. 48 D O °c re ZF g • Z TV n •. vli u it H � J W CONSTRUCTORS C z 2 O z Q a 8 sJ an, OW 2D2i L1: .r:' : ,4r1 47936 PANORAMA WINO XFY4E: I. •:i.'M... M. TREW I L MARTINEZ .. M. T. l+b •;"`1.:. )• Y M . 11111 .W +IHs.fx «. Mb.... •J.M. '4.a l• ..MassFate istm W• wlt. VN%N11.14J. • • • • N • ♦ • • • ()TURBINE SITE T32 - ROAD X TURBINE SITE T34- ROAD X 1 • ROAD -X N 150410492 E 343471 tie `, / -' I , - ' - J.,, -1 se, , ♦ -wisave.ss -• E. • ♦ • • ♦ • • • • SCALE r • 40 SCALE 1' = 40 \ 1 • 1 • ♦ `. \ • I • , I I I 1 ea 1 a • • • • • , • i i 1 1 • ♦ I' a • TURBINE SITE T33 - ROAD X • ' ` • • • ♦ TURBINE SITE T35 - ROAD X i • • • • ROAD -X • , 4 • • ♦ • a i 4 1Y•`• LI E 343322436 • I R=139.66' L=262.00' / • J • \ • • ♦ • • • N \\\ TURBINE T33 t• N 1541725.50 ', E 3433310.04 ♦• ♦♦ • • • • • • • ♦ ♦\ 7.00 1 • ' I ins H 1569064♦04 E 11441!31.09 , • Velar IANC4"—110C' -- --- SCALE: 1" • 40' • • • -• / • • ▪ • • • • ♦ a SCALE: 1" = 40' • • _—� 4734460 Pages: 184 of 223 07/12/2021 11:00 AM R Fee:$0r00 Carly Koppes; Clerk and Recorder, Weld County . CO ill IIIII4114M JIM �,�h r+�FI 1111 a. 1 u Oq 2" S. Fa! • 11Z 1 •, O I • r L a g, 5• a sum f O �° Q W '... a . onM11 - CONSTRUCTORS 2 O Q a 0&032021 WW..•4“ PANORAMA WIND piN.,.Ar 4, ro.M.T. M IROA/ /I MAR IIN! . tan •rtI•l,dlyl.' .MLY -44 M1p.W4.. n n.,„„n pet •I 4.•11. w. -•I M •i/ w•l e.. M.LL+ I,_e. W'411•.4eb wrWKN' • al.ry rifle Yq•41.a Ste seta. I a ..,,•••• •r4•. ••443.1 t\MGM•G 16ut it4ML Jt -I. t.' TURBINE SITE DETAILS T32-135 1 C6.09 • N 162410.5 C 3443665.96 N. 1512357.52 E: 11656-' 3 N 1 '• .75 E 45537 51 REVISIONS s wd[it. Yprtkw. 1 �.t•v:ca cv�t.V^c:rf"h I UNOINE I N '552451,•7 E 344362917 TURBINE SITE T36 - ROAD G Rs 139.66' L=262.00' N 15iSIP ('1`5731.1/ ROAD -G TURBINE SITE T38- ROAD G �_--�•- 41.(X; N 163.55. CM 6 344. t. - 8+00 4734460 Pages: 185 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO SCALE: 1' • 40 ---_--.tip-- 7•C0 SCALE 1' = 40 Let _n—�- 27.00 TURBINE SITE T37 - ROAD G TURBINE SITE T39 - ROAD F R-136.68' L•262.00' N 169272•.6 F 344b1V 13 N 1592771.'7 ` F 344677E 74 Rx 139.116' L=262.00 ta-n—u5c471 —u5c- -{------- 25+00 SCALE: 1" _ 40' 4 W I►1 CONSTRUCTORS 0 z -J ce z Q a- 0610;112021 4t 0,...ati fast PANF.YORA MAMNO tL• . M. TREW! L. MARTINE/ 1..•W •u«Y•JNa..Iw1.w►- •.i.l.••.N.n,•tt wog. 0•u.n.•4 .••• wt Ile ryny.• w Ono • .• !M •d Old .• 11. isel r•. Inv yWYa••.4•.♦.• •4n+. W,.AMN.•l a.tmus... 1.0..1 ••4Yr 4.\h&t. Op", n•.V.A bu eon aria* t•IN so .8 4.1 IIMIC•elp AKIO, 7.arwu u'4.1•n ,G•: TURBINE SITE DETAILS T36 -T39 4i, III �l�1Pl�1P�'��s F01�k+h F'�44NL �i l�l �l4'i iR�� 4N11�Ylsd�I II I O •re �• • O • H t <gare t ; 22 oW C m T2a'.ry P 54 o y W CONSTRUCTORS O z 2 O z a §I ig 1, 06/03d2021 ra. r- _,. 47936 k. u •.F PANORAMA WIND 1171. In I. E I• I/11 /A. Pi M. TREW I L MARTINEZ • .• s. Si.' na /W Ja•• . 4I•>. .• %ha*• pfMr•I t V.441.* 0/u✓ i • •.b •al w Ter •b•M .• M•` W Fie M1 .91 -21,1/411• K. IM 1q 4M1'Y• bJh.-• ✓ • l... L I I* Modell 4 0.41 Wlk I' t 41wy W.rW I.-M.a1.. •I.4VI..YNJ 1 • -. .0n' •r ♦-4r tom/Gan ,Aot.61 4734460 Pages: 186 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III IIVILICIPKI,Visitil�� i i i � i � i�1� �i,.�ir N �, �� , IOC 1111 to �• t7 i; iOct 64 G5 Z S' S. r �o � J Q W CONSTRUCTORS O z wig O z Q MBAY2 M :7006 (•Rv. (LT 114.4 PANORAMA WIND 1ilik ,E. tl+&M.l. M. TREW I L MART WEZ twht Mt t•'. •' -� .. dr'GP .M.•• r+►h .. . 4 ut. rt•IV NrSwf•t...I r.... N h.t y.y.t • wit .° 1.' ♦ .-Sr weigh- QMAy.*t'-mot-• w.. s..%SS., M( Wily ..onyr t 4734460 Pages: 187 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes. Clerk and Recorder, Weld County CO 1111 rK OP w . 4.4060 s�ly�fNS r'4UtAti.. _PADS!" M9 • • \ _ -\ .• N, •1 .� _ _ N♦♦•,II, III, '. • I 1; 1 ''';1 ' ♦ I, Ilil'I :1 G II I ♦♦ • • ett \ 1' \ \ II\ ♦.. I • \I: • • • • /e I I • I . • 711 .3, O • • TURBINE SITE T47 - ROAD A2 I R-150.04' - -. t 78887 y / • I • • • • •N 1003177./0 E 3401U1.a • • • • — Y — 4.I� I -N ta01000A' •' • • • Y I ROAD -A2 j-- • E $101171.71 / 1711 _ I / 1 3+00 , - eie •• • 'i1.—�6r_]E'--VIICC-3*-a.rr-y _AC • Al'it-]y/---Ufc-Y. • • • / I • •4- 1 -- , , I) • , • • , r -Iu•» -cc 7. —Lc n-1uoc 3►—uoc-1.— ul-a • 1 r • • . i. - - - - • / — • / / ', - - . . • - . I / ' , I eI/I/'I / - - / , , . ' ,, • SCALE. 1Y - 40 TURBINE SITE T49- ROAD Al SCALE l' = 40 / J • r ✓ � \ / 9'OC T, • �, I ' \ i. \ •\ Nkr `1%.'i 10+00 I • \ . • , _••••••• TURBINE SITE T48- ROAD Al r' • - /1 138.85 282.00' • • • Ta 1101110.14 34147'27.0 44 ROAD -Al • • 1 • • • .%T \• , • Nfrsk • ♦ l2•p0 • • 1 • 1 1 • • • • N • 1 ♦♦ ♦ ♦1 . 1 1 • ♦ \1 ♦ •♦ ! I) 1 %0X.kI •% mac-„� •agt 0 N • • 13.00 1, • 1• 1 • • ♦ ♦ • • • • mmimo • • • • • ♦ 4. • • 44 • • • • • • • • • N. • ROAD -Al • • • r® _ • • • • • • • • TURBINE SITE T50 - ROAD Al • r. • • • • • • N 1002164.13 —pee. • • • • • • • • • • • s. • • L • • • • • • • • • • • • • • • • • • • • I:It • • • • , \ urc:N____„61. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4734460 Pages: 188 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO II EPAIIIICANIVi 11.1.114 Kir I IN lia CONSTRUCTORS 47936 PANORAMA WINO M. 'MEW/ L MARTINEZ REVISIONS • ye. 1h116.11A 3O1% ITO% TURBINE SITE DETAILS 747-T50 • C6.13 • r1 r • • / zi • •• TUR9W6 T61 N '60117.4, 34421141 • • • `R=139-68' L 262.00- • J • • X • • • • • • • ' • / , / �•►'• • • • . a• i • • • • • • , • -01.00 • - - 4 N 1604940.17 E 3482773 63 ROAD -A N 1604891.64 E 3462127.44 90.00 89;cw TURBINE SITE T51 - ROAD A I • •• • •• • • • i P ' •' • ' •• • • • /i• ,,N2 -L/ • r2 4a -ULt 74 -Jet 3A- tL[-7a--WC -L1 /� • • • //114062:13• // { F Mann .IP 3•• — 3Y� • 160622D.19 I 1465768.37 .J , R- 139.86-' L=262.00' 121100 122400 123.00 124.00 11 • • • • • • • • .• • • - . . M0MNl I ba N /606J66,7D raft i N*N tan n ! 140 mJ7 125+UU • 1 • • 87+0G • • SALE: 1" . 40' \ • t / ROAD -A TURBINE SITE T53 - ROAD A • • •. SCALE F = 40 J • , • • fi • • 1•faCvs_Kt \ / as 4 •.."6l. a. 1 • • 1064o6. • 14:•00 — -as..- • 108+00 ' 100.40 -�— i K 1+ •\ • • • • J TURBINE SITE T52 - ROAD A ROAD -A • • • • .1 • .T \ . . • • • . ` • \1 • • • • \ . • a • • • i / • . '.rc- UGC" VI- :U y- \ • I if II • • •`• • • 14 1007456.61 •• • • • ROAD -A • • • TURBINE SITE T54 - ROAD A • • • / • • • • O • rt Is / • • • • • • • • • • • IA I Ii / i j • I a \ ▪ I I II I • i\v e e • i • • /di \II i r I / • • • a • 4734460 Pages: 189 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes Clerk and Recorder, Weld County , CO rarMILIIIMPAIV,WMA:liflicilighillyi II III iS O An lem Erniff6IUM (”, O 4 7236 PANORAMA WINO M. TREW/ L. MARTINEZ REVISIONS • TURBINE SITE DETAILS T51 -T54 as Y 4 i; YW • U tg j • • •,lip o fla H ' 0 Z 2 O z Q a. 0610821 47736 r. rVL...t PANORAMA WINO 't war r. Palm, 1. N TREW I L MARTINE2 r.YV N•...2.. ia.6.. P. ...Sat IMt. .•tr..yfl Or:A."M •.• I SWAYS! ....PIPS I ..M .n ,M.. SS Ant ht.\ Urea.• ramp drw• u Nr We aa.q...w. •. nw. rs. .«...•?Wc.•r..r_.' REVISIONS VAST .+s.t TLI l ..r'C.• TURBINE SITE DETAILS T55 -T58 r.40' 4734460 Pages: 190 of 223 07/12/2021 11:00 AM R Fee:$0. Carly Koppes, Clerk and Recorder; Weld County ; CO,' VIII NPINIPAICIUM4 ICU11.1i% FYQ C6.15 as O • re .• O • • Z • O • r a LII CONSTRUCTORS O z 2 cc O Z a ,1 Tr «,, t... -.Cy }WWI 0707E k0.4O444( PANORAMA WINO 4 Thal:,!•, rah JAI • M TREW! L- I ARTINE2 • -. ar• • a MS 41•4 an.rob ar P. •. ,•,•••• Ina, 41 Matta PICK_ M w ,.i r •A•••.I•• asset I N Ia• •4 i n II. .a.4M ih NM• I.au. 4✓ knee, N ••IWYa\ .r♦W. ••ry •aw 4•Yr 4+• Wow. ••••••• •• ..: ••I• wee . •. • -•' MVL4• GIGd REVISIONS • 4734460 Pages: 191 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes; Clerk and Recorder, Weld County , CO III PII):44114119Witi io.(441, lc:Mk ilk III II UReNe PAos 4734460 Pages: 192 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes; Clerk and Recorder, Weld County , CO I EMI till IL rij• 3! o e�re till O P�� W w s • O q-11* S. r 056.4eioggs >. v i y a W CONSTRUCTORS 0 a§ eg z Q a „'i OWOZ,2O?I 4712.36 C. IV .4..t PANORAMA WINO M TREW! L. MARTINEZ .. rv..d as l..ta.... oe.n -.W. .t of Wu, it Club. N w I .. N..M./. "flab • ../Mr/ a "4i n I I...., V I ..r.+u ..a. r.. 1... 14 ••I lease t e-*eM- c...I. eat u. Je \. 0• 010 ..tid h REVISIONS Ott ,,tn , a I aYIl/14-. h 1W14 ca 'EL TURBINE SITE DETAILS T63 -T66 r L i t NI l !• D, I.'. l, r. 3; r •,, . l I 3.r JN.� C6.17 VARIES VARIES - VARIES VARIES VARIES VARIES VARIES VARIES 04. • •• � TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. THIS DRAWING PRFPARFD AT T1� DALLAS, TEXAS OFFICE 7501 Lone Sur Road, Suite B250 I Plano, Tx 75024 lei 469.810.0230 FAX 972.318.5856 www.tv'+mens.com a+ 8 O ti IT -�' A jW� i3'p r- 6 W (�aW1 8Z�yf1.i e' -fs W - W {y � - A 6 ft A W pp W `K �2 8 B' W' (7 8: s Lu. U y W: ,2 r M r __ __ NS A A A A i DRAINAGE DITCH 1' MIN. DEPTH SHOULDERS DRAINAGE DITCH 1 MIN. DEPTH SHOULDERS DRAINAGE DITCH 1' MIN. DEPTH SHOULDERS DRAINAGE DITCH 1' MIN. DEPTH SHOULDERS CONSIST OF 'SEE NOTE 1 COMPACTED AND PROOF ROLLED NATIVE MATERIAL DAYLIGHT TO EXISTING GROUND �-•• r GRAVEL SECTKXV (wELD COUNTY GRAVEL SURFACING SPEC) CONSIST OF COMPACTED AND PROOF ROLLED NATIVE MATERIAL DAYLIGHT TO EXISTING GROUND �� r OIRAVkL SteIKIN (motto GRAVEL SURFACING SPEC) 'SEE NOTE 1 t:WNtY CONSIST OF 'SEE NOTE 1 COMPACTED AND PROOF ROLLED NATIVE MATERIAL DAYUGM TO EXISTING GROUND _ - C GRAVEL 3CCTION (WELD COUNT' GRAVEL SURFACING SPEC) CONSIST OF •SEE NOTE I COMPACTED AND PROOF ROLLED NATIVE MATERIAL DAYLIGHT TO DILSTING GROUND �� C GRAVEL SECTION (WELD COUNTY GRAVEL SURFACING SPEC) D (TENSAR TX -140) AS REQUIRED COMPACTED SUBORADE (SFCTI(k4 A -A) AT•tFSS ROAD CROSS SIMIAN El GEOGRID (TENSAR TX -140) COMPACTED SUSORADE (SECTION A -A) ACCESS ROAD CROSS SECT(QII( AS REQUIRED6==......_,_- (CBRc2.0) COMPACTED SUBGRADE (SECTION A -A) ACCESS ROAD CROSS SECTION AS REQUIRED (CSRc2.O) COMPACTED SUBORADE (,SECTION A -A,). A(ICFSS ROAD CROSS SECTION 4 Cl) cz O II"''' ' NOTE: NOTE: NOTE: NOTE 1. INSTALL DITCHES IN LOCATION SHOWN ON PLANS IF NO DITCHES ARE SHOWN. CONTRACTOR TO INSTALL AS NEEDED TO AVOID WASHOUT DITCHES SHALL BE REINFORCED PER PROJECT SWPPP AND PROPERLY DRAIN AT ALL TIMES. 2 CLEAR AND STOCKPILE VEGETATION AND TOPSOIL IN THE IMPROVEMENT AREAS. 3 FORM UNIFORM SUBORADE FOR WIDTH OF ROAD AND SHOULDERS FOLLOWING MINIMUM CRITERIA IN THE DETAIL. 4. COMPACT AND PROOF ROLL THE PREPARED ROAD BED. 5. DITCH BACKSLOPE 3 1 MAXIMUM UNLESS OTHERWISE APPROVED BY THE SOILS OR GEOTECHNK-.AL ENGINEER 6. USE AGGREGATE BASE AS REQUIRED TO FILL POTHOLES DIPS OR UNEVEN AREAS IN THE ROAD AND SHOULDER LANES. 7. PLACE AND COMPACT AGGREGATE BASE- B. ALL ROADS TO BE CONSTRUCTED IN LIFTS OF A MAX THICKNESS OF 6 INCH (150mm) (AFTER COMPACTION) 9. WHERE DRAINAGE IS PERPENDICULAR TO ACCESS ROAD. THE ROAD SHALL BE SHED TO MAINTAIN NATURAL DRAINAGE PATTERNS. 10. MAXIMUM CROSS SLOPE FOR DELIVERY VEHICLES IS 2%. MAXIMUM CROSS SLOPE FOR CRANE TRAVEL IS 1%. 11 ROADS ARE TO FOLLOW EXISTING CONTOURS UNLESS OTHERWISE NOTED ON PLANS OR GRADES EXCEED THAT OF THE DELIVERY SPECIFICATIONS LISTED BY THE TURBINE PROVIDER IF GRADES ARE EXCEEDED. CONTRACTOR MAY USE ASSIST VEHICLES OR MODIFY GRADES AS NEEDED. TYPICAL TURBINE ACCESS ROAD (MEDIUM TRAFFIC) 1. INSTALL DITCHES IN LOCATION SHOWN ON PLANS. IF NO DITCHES CONTRACTOR TO INSTALL AS NEEDED TO AVOID WASHOUT DITCHES REINFORCED PER PROJECT SWPPP AND PROPERLY DRAIN AT ALL 2 CLEAR AND STOCKPILE VEGETATION AND TOPSOIL IN THE IMPROVEMENT 3 FORM UMFORM SUBORADE FOR WIDTH OF ROAD AND SHOULDERS CRITERIA IN THE DETAIL. 4. COMPACT AND PROOF ROLL THE PREPARED ROAD BED. 5. DITCH BACKSLOPE 3 1 MAXIMUM UNLESS OTHERWISE APPROVED GEOTECHNICAL ENGINEER 6. USE AGGREGATE BASE AS REQUIRED TO FILL POTHOLES DIPS ROAD AND SHOULDER LANES 7. PLACE AND COMPACT AGGREGATE BASE. /. ALL ROADS TO BE CONSTRUCTED IN LIFTS OF A MAX. THICKNESS COMPACTION). 9. WHERE DRAINAGE IS PERPENDICULAR TO ACCESS ROAD. THE ROAD MAINTAIN NATURAL DRAINAGE PATTERS. 10, MAXIMUM CROSS SLOPE FOR DELIVERY VEHICLES IS 2%. MAXIMUM CRANE TRAVEL IS 1%. 11. ROADS ARE TO FOLLOW EXISTING CONTOURS UNLESS OTHERWISE GRADES EXCEED THAT OF THE DELIVERY SPECIFICATIONS LISTED PROVIDER. IF GRADES ARE EXCEEDED. CONTRACTOR MAY USE MODIFY GRADES AS NEEDED. TYPICAL TURBINE ACCESS ROAD (HEAVY ARE SHOWN SHALL BE TIMES AREAS FOLLOWING MINIMUM BY THE SOILS OR OR UNEVEN AREAS IN THE OF 6 INCH (150mm) (AFTER SHALL BE SHED TO CROSS SLOPE FOR NOTED ON PLANS OR BY THE TURBINE ASSIST VEHICLES OR TRAFFIC) I, INSTALL DITCHES IN LOCATION SHOWN ON PLANS, IF NO DITCHES ARE SHOWN. CONTRACTOR TO INSTALL AS NEEDED TO AVOID WASHOUT. DITCHES SHALL BE REINFORCED PER PROJECT SWPPP AND PROPERLY DRAIN AT ALL TIMES 2. CLEAR AND STOCKPILE VEGETATION AND TOPSOIL IN THE IMPROVEMENT AREAS 3. FORM UNIFORM SUBGRADE FOR WIDTH OF ROAD AND SHOULDERS FOLLOWING MINIMUM CRITERIA IN THE DETAIL 4. COMPACT AND PROOF ROLL THE PREPARED ROAD BED. 5 DITCH BACKSLOPE 3 1 MAXIMUM UNLESS OTHERWISE APPROVED BY THE SOILS OR GEOTECHMCAL ENGINEER. 6- USE AGGREGATE BASE AS REQUIRED TO FILL POTHOLES, DIPS OR UNEVEN AREAS IN THE ROAD AND SHOULDER LANES. 7. PLACE AND COMPACT AGGREGATE BASE B. ALL ROADS TO BE CONSTRUCTED IN LIFTS OF A MAX. THICKNESS OF 6 INCH (150mm) (AFTER COMPACTION). 9. WHERE DRAINAGE IS PERPENDICULAR TO ACCESS ROAD. THE ROAD SHALL BE SHED TO MAINTAIN NATURAL DRAINAGE PATTERNS. 10. MAXIMUM CROSS SLOPE FOR DELIVERY VEHICLES IS 2%. MAXIMUM CROSS SLOPE FOR CRANE TRAVEL IS 1%, 11. ROADS ARE TO FOLLOW EXISTING CONTOURS UNLESS OTHERWISE NOTED ON PLANS OR GRADES EXCEED THAT OF THE DELIVERY SPECIFICATIONS LISTED BY THE TURBINE PROVIDER. IF GRADES ARE EXCEEDED. CONTRACTOR MAY USE ASSIST VEHICLES OR MODIFY GRADES AS NEEDED. MET TOWER ACCESS ROAD 1, INSTALL DITCHES IN LOCATION SHOWN ON PLANS- IF NO DITCHES ARE SHOWN, CONTRACTOR TO INSTALL AS NEEDED TO AVOID WASHOUT. DITCHES SHALL BE REINFORCED PER PROJECT SWPPP AND PROPERLY DRAIN AT ALL TIMES. 2 CLEAR AND STOCKPILE VEGETATION AND TOPSOIL IN THE IMPROVEMENT AREAS. 3. FORM UNIFORM SUBGRADE FOR WIDTH OF ROAD AND SHOULDERS FOLLOWING MINIMUM CRITERIA IN THE DETAIL 4. COMPACT AND PROOF ROLL THE PREPARED ROAD BED. 5 DITCH BACKSLOPE 3 1 MAXIMUM UNLESS OTHERWISE APPROVED BY THE SOILS OR GEO TECHNICAL ENGINEER. 6- USE AGGREGATE BASE AS REQUIRED TO FILL POTHOLES DIPS OR UNEVEN AREAS IN THE ROAD AND SHOULDER LANES 7. PLACE AND COMPACT AGGREGATE BASE- 6. ALL ROADS TO BE CONSTRUCTED IN LIFTS OF A MAX. THICKNESS OF 6 INCH (150mm) (AFTER COMPACTION). 9. WHERE DRAINAGE IS PERPENDICULAR TO ACCESS ROAD. THE ROAD SHALL BE SHED TO MAINTAIN NATURAL DRAINAGE PATTERS. ID. MAXIMUM CROSS SLOPE FOR DELIVERY VEHICLES IS 2%. MAXIMUM CROSS SLOPE FOR CRANE TRAVEL IS 1%. 11 ROADS ARE TO FOLLOW EXISTING CONTOURS UNLESS OTHERWISE NOTED ON PLANS OR GRADES EXCEED THAT OF THE DELIVERY SPECIFICATIONS LISTED BY THE TURBINE PROVIDER. IF GRADES ARE EXCEEDED. CONTRACTOR MAY USE ASSIST VEHICLES OR MODIFY GRADES AS NEEDED. TYPICAL TURBINE ACCESS ROAD (UGHT TRAFFIC) 0 CC r Mi U) O v PANORAMA WIND WELD COUNTY COLORADO H.T.S. © N.T.S. O N.T.S. 0 N.T.S. PROPOSED A-. N. N— ' / N. — ` \ ACCESS ROAD 1I OLV03/2011 COMPACT NATIVE GROUND TO ALLOW FOR CRANE WALK OR USE TEMPORARY TIMBER MATS AS NEEDED CRANE WALK - OPTION I 6n. Lc InM'F4 47936 �� I P I P NoRAM&WIN0 EDGE OF VELOAD - GRAROAD �IJ 1 � I I A_ , X r!..,.lt•F, .usa. P. M MEW / L MARTINEZ TEMPORARY INTERSECTION 14 I I I PROPOSED SIDE ELEVATION WIDENING (REF. PLANS FOR LOCATIONS) I S O I \ I N. ) -P X _ 6. _. ,, `� I I i # - 00•0. `•, . c7.4 t O jy p' • /1549191\ • - y .;-cr ACCESS ROAD I RADIUS TEMPORARY PER DELIVERY REQUIREMENTS TEMPORARY CULVERT •AS NEEDED (REMOVED AFTER CONSTRUCTION COMPLETQ INSTALL SILT I RMANENT I CULVERT- AS NEEDED I I I I I I X li $- �_ _- 1$0,4. . �%L,.\, , ; �`, SS;ONAIE�" _ 1- COMPACT NATIVE GROUND TO ALLOW FOR CRANE WALK OR USE TEMPORARY TIMBER MATS AS NEEDEDK ('WANE *All( - OPTION 1 I OR FIBER ROLLS AT EXPOSED` SILT N. \ / X EXISTING I I EDGE BETWEEN ROAD AND DITCH ENGE _ J ISSUED FOR CONSTRUCTION C. = • I ROAD X X X N EXISTING ROAD Jr _' SOIL STOCKPILE AREAS TED LDI7NMHLLLL SE ASIDE I- .4i• Amon, •1 tyJm1.F VO1►N •..•A U In.w4ia0 (WS a •• Ha ma "'t•11i"'•'y••la•••••••."• •- • .a.... VA MI WWII 1: .se.%. slisay ... y^~l.^J' s. WITH WITH SILT FENCE ON AS PROPOSED I I • MUST EXTEND FULL WIDTH I OF INGRESS AND EGRESS PLAN VIEW INSTALL NEW CULVERT ANO EXTEND BEYOND TEMPORARY 15.25 PERMANENT INTERSECTION WIDENING AS REQUIRED. GOVERM4G BODY TO RADIUS HAVE FINAL APPROVAL ON CULVERT SIZE REQUIRED BY INDIVIDUAL SITE CONDITIONS PLAN STOCKPILE ACCESS ROAD ja OPERATION f0 MAX \ REVISIONS a Y +V ,`• 0 0 . _ _ COMPACT NATIVE GROUND J TO ALLOW FOR CRANE WALK OR USE TEMPORARY TIMBER MATS AS NEEDED CRAPE WAQ( — OPTION 3 ' •�•�:• •�•• !e4 4 IV f� , • .• h�4��tm • !' •••• -•. •'•;•� Y:!'!;'• +• 1 • i.! !a;!' ; i ' ! tOint24. ••!•.•'..!''..a-•• • SECTION A -A NOTES 1. UPON DELIVERY VEHICLE COMPLETION, TEMPORARY INTERSECTION WIDENING AND TEMPORARY CULVERT TO BE REMOVED AND ALL DISTURBED AREA RESTORED TO NATIVE (1L Am m. :a ""Y •`• CONSTRUCTION NOTE: NOTE: CONDITIONS. 2. CULVERTS AND SILT FENCE SHALL BE INSTALLED AND MAINTAINED AT INTERSECTIONS WHERE THE ACCESS ROAD IS CROSSING AN EXISTING DITCH TO ENSURE ADEQUATE PROFILE STOCKPILE DETAILS DRAINAGE_ NOTE: 1. CONSTRUCTION ENTRANCE TO BE INSTALLED AT EACH NEW PRIVATE ACCESS ROAD ENTRANCE AS FIRST STEP IN ROAD CONSTRUCTION UNLESS LOCAL AUTHORITY DENIES INSTALLATION. 2 GRADE AREA AROUND CONSTRUCTION ENTRANCE SUCH THAT SEDIMENT LADEN WATER WILL NOT IMPACT EXISTING ROADS 3. INTERSECTION IMPROVEMENTS AND CULVERT INSTALLATION NEEDS TO BE APPROVED BY GOVERNING BODY TURBINE DELIVERY INTERSECTION EROSION CONTROL (TYP) 1. STOCKPILE NOT TO EXCEED 10' IN HEIGHT AND SIDE SLOPES OF 4 1 TEMPORARY STOCKPILE FOR PRIVATE ACCESS ROADS 1. FIELD DETERMINED THE 610E OF THE ROAD TO USE FOR CRANE WALK 2. CRANE MAY BE RAN ON ROADS BY EXTENDING COMPACTED ACCESS ROAD SHOULDERS AS NECESSARY TO ALLOW FOR CRANE TRAVEL. CONTRACTOR MAY HAVE TO REPAIR ROADS IF USING THIS APPROACH. TYPICAL CRANE WALK 0 N,B DETAIL: STONE CONSTRUCTION ENTRANCE 6 0 N.T.S. ...•f NTS �•n -' �.w.r C7.00 © Scale: N.T.S N.T.S. 4734460 Pages: 193 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO lit ItiPitAilak 4111101111Cli t kVA TEMPORARY CULVERT IF REQUIRED REMOVE AFTER TURBINE DELIVERIES -) RESTORE TO EXISTING RADIUS OR CONSTRUCT NEW 25' RADIUS (EACH SIDE) FOR PERMANENT ACCESS ROAD ENTRANCE R221'-4' ♦ 0 I • • • • .♦ • • ♦ • • •• •• • • • ♦• •S • • • • ♦ • • • • • • • • • • 2Y'-4' • • ♦♦ • • • • • • • • •♦ .. :.• • • •• • .5 .. ti• • \• .• • • • • • ♦. .. • • • • • • ♦ • •♦ .♦ • • • • • •� • \• • •• �• • BLADE TIP SWING CLEARANCE AREA I ♦ ♦ ♦ ♦ 2' • . • • • ♦ • ♦♦ • ♦`. 4 • • \. 4 A ♦ ‘`\ . ♦. • • • 25' • .♦ • • R181' -Q ♦ . . • I • •• • • 25' DI/EXISTING ENT CULVERT F REQUIRED BLADE TIP SWING CLEARANCE AREA DIRECTION OF TRAVEL ALONG PUBLIC ROAD Cs • •♦ • I • • • • • I • '• • • . •♦ • • • • • • • .• • • • • • 4 I k • . • • ♦ `'1 `1 •♦ `I ♦• • 25' I 2W • • 4 u 2W I • 1 k ♦ at d I • 1\ ' I • • • `• • • R183'-1' • • • ♦ ' R'181'-6" -� •� • A • • • • 2r 25' 25' 25' 25' t 4 RADIUS IMPROVEMENT AREA ♦ • .• • •• .• • • • • • • \♦ •' COMPONENT CLEARANCE AREA • t. Y A • • • a • 1 • • • 2V 2W 2W 25' 2V TYPICAL JUG HANDLE IMPROVEMENT I NTH • • NOTE: 2 TEMPORARY TURN GRAVEL SECTIONS SHALL CONSIST OF MN. 4' COMPACTED AGGREGATE OVER COMPACTED SUBGRADE. ADDITIONAL IMPROVEMENTS MAY BE REQUIRED BASED ON FIELD CONDITIONS. CULVERTS ARE REQUIRED WHERE DITCHES ARE PRESENT OR AS DETERMINED BY THE COUNTY. POSITIVE DRAINAGE AND EXISTING DRAINAGE SHALL BE MAINTAINED AT ALL TIMES COMPONENT CLEARANCE AREA ♦ A Lit 1 • I w I a I ` • mei 25' 25' 2W 2W 25' 2W 2W a A 25' 17-1' PERMANENT CULVERT (REF CULVERT SCHEDULE - SEE SHT C0.03) TEMPORARY CULVERT REF TURBINE DELIVERY SPECIFICATIONS FOR RADIUS AND CLEARANCE DIMENSIONS 24 -WIDE TRUCK TURNING LANE REFER TO TYPICAL TURBINE ACCESS ROAD DETAIL FOR SECTION DESIGN NOTE: 12 0 0 EXISTING OBSTRUCTION TO BE PROTECTED COUNTY ROAD INSTALL SILT FENCE OR FIBER ROLLS AT EXPOSED EDGE BETWEEN ROAD AND DITCH ( i EDGE OF COMPACTED SHOULDER POST CONSTRUCTION GRAVEL LIMITS UPON DELIVERY VEHICLE COMPLETION TEMPORARY INTERSECTION WIDENING AND TEMPORARY CULVERT TO BE REMOVED AND ALL DISTURBED AREA RESTORED TO NATIVE CONDITIONS. 2 CULVERTS AND SILT FENCE SHALL BE INSTALLED AND MAINTAINED AT INTERSECTIONS WHERE THE ACCESS ROAD IS CROSSING AN EXISTING DITCH TO ENSURE ADEQUATE DRAINAGE. TURBINE DELIVERY ACCESS ROAD TYPICAL INTERSECTION - AROUND STRUCTURE N.T.S m EXTERIOR BLADE OVERHANG OBSTRUCTION FREE AREA U i I D 15 WIDE PERMANENT ACCESS ROAD INTERIOR BLADE OVERHANG 150 RADIUS MINIMUM TEMPORARY WIDENING (TYP) OBSTRUCTION FREE AREA TRUCK TRAVEL DIRECTION CLEARED AREA DIMENSIONS (FT) TURBINE MODEL A BC DE V100 50 45 60 29 N/A V110 48 67 63 34 • N/A V112 48 72 63 35 N/A V116 48 79 64 38 200 V117 48 82 65 39 205 V120 35 99 52 40 210 V126 35 99 62 40 215 V136 48 105 70 40 230 V1SO 48 145 48 46 250 STANDARD 90 DEGREE INFILL TURN 2 N.T.S. POINT OF VERTICAL CURVATURE - ROAD SURFACE 50' FOR MAXIMUM DEFLECTION OF TURBINE ACCESS ROAD SEE TURBINE DELIVERY SPECIFICATIONS iPOINT OF VERTICAL TANGENCY ROAD SLOPE 0.50 MAXIMUM ALLOWABLE BUMP ON FLAT TERRAIN 50' 0.5O MAXIMUM ALLOWABLE DIP ON FLAT TERRAIN i I o50' MAXIMUM ALLOWABLE BUMP ON SLOPED TERRAIN 50' MAXIMUM ALLOWABLE DIP ON SLOPED TERRAIN DETAIL. MAXIMUM TURBINE ACCESS ROAD DEFLECTION N.T.S. 4734460 Pages: 194 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO III Willi LW/kJ/1.O0114h, III . O It •• • • Z • O •• 5; it eke —4 25 Cie go !i�" a;p zg • q h� 5 0 cc 0m 'O 211 u. W �1 CONSTRUCTORS ,. .. ... ..1rn• C z 2 O to OW ta/2021 ato 4 fl.M , PANORAMA WIND a•. «..{T I...11•.Tj. . M TREW I L MARTINET • •. Sr" I. r.a 4u tw+_.. It —•S . ...4, llyaCtl Of O.IureI ••• el .11r......I.nm. anot .• -a"I1• rM r. r•t V1 .11a. .• Yw. Iat.rl.r/t wMrY. CS' u' •I.I L• same..aa 1. •.... a. -... I • vuCNI WL.✓ REVISIONS n.ar,. -.•r. i..' r ) wR. • r s rl •s'. r' C •Mr. tW VC C1M.1'r' �. thV,• I •.•."1' li•. CONSTRUCTION DETAILS r IT NTS C7.01 ACCESS ROAD FENCE CROSSING II1 EXISTING FENCE I O �i I EXISTING BARBED WIRE FENCE I 40 l3 it REPAIRED FENCE SECTION TVP1 EXISTING BARBED WIRE I �}_}. GATE TYPE TO BE DETERMINED BY TREATED POST l5p W000 TREATED WOOO 40' BARBED V ARE If 1NEWT POST OWNER/LANOOWAVER S TV t0' tp 10 -POST tp 5' 1 _ I Ir SETBACK %NTH TEMPORARY TUR ? I 1 s l• GATE TYPE TO BE DETERMINED BY OWNERA ANDOWNER S .• \ /GATE �I - PERMANENT GATE Z VERTICAL BARBED WARE / /' / ' TEMPORARY FENCE EXISTING FEND I K POST -DENT I ) i .• -- (- - NATURAL GROUND \\\ 1 �c s b v REMOVABLE FENCE FASTENERS WITH TENSIONERS �—NATURAL GROUND DIRECT BURIED %%f R� PRESS J U -CHANNEL POST. MINIMUM 3 LB.IFT. 5 LONG GALVANIZED (TYP) f _av PRESSURE TREATED TIMBER FENCE POSTS ULHANNEL POSTS RE PRESSURE TREATED TIMBER FENCE POST - \ 10 DIRECT BURIED PRESSURE TREATED TIMBER EXISTING ROAD - SPACED AT 10' FENCE POSTS. MINIMUM 2O YR LIFESPAN (SEE NOTE) NOTE. - NOTE: 1. TEMPORARY GATE AND FENCE ARE TO BE REMOVED AFTER TURBINE DELIVERY ACTMTV IS NOTE: CONCLUDED. ALIGNMENT OF FENCE TO BE RESTORED TO PRECONSTRUCTION 2 OATES SHALL BE LOCATED SO THAT THE LONGEST VEHICLE (INCLUDING TRAILERS) THE ACCESS CAN COMPLETELY CLEAR THE TRAVELED WAY WHEN THE GATE NO EVENT SHALL THE DISTANCE FROM THE GATE TO THE EDGE OF THE TRAVELED SURFACE BE LESS THAN 35 FEET GATE AT ROW/FIELD FENCE CROSSINGS 0 CONDITIONS. USING IS CLOSED. IN t WI -EN FENCE IS REMOVED FOR FUTURE REPLACEMENT, OF THE REPAIRED SECTION TO ALLOW REPAIRED FENCE REPAIR H -BRACING SHALL BE CONSTRUCTED SECTION TO BE TIGHTENED ON EACH END 1. TO BE USED AT UNDERGROUND POWER COLLECTION CROSSINGS. 2. ALL FITTINGS, HARDWARE AND OTHER APPURTENANCES SHALL BE FABRICATED AND FITTED IN ACCORDANCE WITH THE MANUFACTURES RECOMMENDATIONS TEMPORARY BARBWIRE GATE © © N.T.S. N.T.S.N.T.S EXISTING BARBED WIRE TIMBER POST 6- REMOVABLE POST EX- POWDER RNER H-20 CATTLE GUARD OR APPROVED EQUAL MATCH DUSTING BARBED RE I.5' I 5 HINGE SIDE 5C.I 5 HINGE LATCH SIDE 2O16' BARBED WIREFLI/S4MTHGROUMID EX. BARBED WIRE .l LATCH SIDE S' /5. CRANE PATH HINGE SIDE ACCESS ROAD 5' J - I _1 ~A i 4h5' fir eX►. rlrvu - ruvtRrt. / �, z/Z I ; in ^X \` r GUARD LENGTH VARIESA - Is CONCRETE FOUNDATION Z in (.E — _ t_ NATURAL NEW BARBED WIRE 20 HEAVY DUTY TUBE GATE OR APPROVED EQUAL _ r N _ _ _ 20 HEAVY DUTY TUBE GATE OR APPROVED EQUAL NATURAL GROUND /�� It HEAVY DUTY TUBE GATE OR APPROVED EQUAL — — — ••3 t? STEEL FENCE PObT et• AWN. DIAMETER CONCRETE POLE GROUND 6` OD DIRECT BURIED STEEL PIPE H -FRAME FENCE POST NEW BARBED WIRE DIRECT BURIED STEEL PIPE EMBED 4' 6• PVC PIPE SLEEiI� IIYPK:AI MANE GAP EMBEDMENT) DIRECT BURIED PRESSURE TREATED18- TIMBER FENCE POST NOTE: H -FRAME FENCE POST MIN (IAME TER CONCRETE EMBEDED FOR 6- OD STEEL POST (TYPICAL WIRE GAP POLE EMBEDMENT) NOTE: SECTION A -A 1. H -BRACING SHALL BE CONSTRUCTED ON EACH END OF THE GATE NOTE: 1. ALL FITTINGS IN ACCORDANCE 2- ALL DIRECT BURIED HARDWARE WITH POST AND OTHER APPURTENANCES SHALL BE FABRICATED AND FITTED THE MANUFACTURES RECOMMENDATIONS. SHALL BE BACKFILLED WITH TWO BAGS OF UNMIXED. NO WATER O TYPICAL SINGLE GATE 1. H -BRACING SHALL BE CONSTRUCTED ON EACH END OF THE GATE 2. GATES ARE ONLY REQUIRED TO CONTAIN LIVESTOCK. TYPICAL DOUBLE GATE WITH CENTER POST INSTALLED ADDED OLACKRETE 3. BARBED WIRE 4. GUARD TO BE 5. IF CATTLE GUARD TO BE INSTALLED STANDARD OR SHALL MATCH INSTALLED IS INSTALLED DURING CATTLE APPROVED EQUAL FOLLOWED BY NATIVE SOIL. EXISTING 4, 5, OR d. VIVRE FENCE AFTER CRANE TRAVEL AND DELIVERY COMPLETIONS ON AN ACCESS ROAD WHERE CRANES WILL TRAVEL GATE IS PROJECT RESTORATION GUARD 0 N.T.S. N. S N.T.S TWISTED GALVANIZED SO HEAVY DUTY WIRE DIAGONAL BRACE TUBE GATE OR APPROVED EDUAL -- H•20 CATTLE GUARD OR TWISTED GALVANIZED M 29' I W4' DIA STEEL PROVIDE STEEL CROSS BRACNGB FOR SUPPORT r20' WIDE GATE _'1 HIARSE BIDE,,E TO BE LAG BOLT THROIfl4 STYLE APPROVED EQUAL {MATCH FLUSH WITH GROUND) WIRE DIAGONAL BRACE PROVIDE STEEL CROSS BRACPIG3 FOR LATERAL SUPPORT EXISTING { BARBED WIRE INSTALL WOOD TIMBER POST POSTS POST REMOVABLE POST HINGE SIDE EXISTING BARBED WIRE s• 5• J LATCH &OE CONSTRUCTION LATCH SIDE E. I l EX 1 - - GUARD I I E>< HLATERAL VARIES � EMBED H WIRE \\` WIRBAREED� Ca .. ' -'� . • • • :,„� , .t • --% z in L L -o 5 Z - - I NATURAL NEW BARBED GROUND WIRE 24 I 'N 18' FLAW DUTY TUBE GATE OR APPROVED EQUAL - ` O r y� r - • NATURAL GROUND �t F • • . Z �� 3 t? STEEL . CONCRETE FOUNGM1iX7N 1 ANGLE BRACE 3 1I• STEEL ANGLE BRACE � ►. •J W.3 1? STEEL FENCE POST 0-3 1? STEEL FENCE POST ►V-3 1? STEEL FENCE POST IF MIL DWAETER CONCRETE EMBED t4' PVC PIPE BIEEVE / ,TYPICAL WIRE GAP POLE EMBEDMENT, I' / 1' uRIED B TREATED E TIMBER FENCE POST NOTE: 7 EMBED 4•-6- PVC PIPE SLEEVE IF MIN, DIAMETER CONCRETE EMBEDED FOR 6- OD STEEL POST (TYPICAL WIRE GAP POLE EMBEDMENT) a-3 T? STEEL FENCE POST IF aDIAMETER CONCRETE )TYPICAL WIRE GAP POLE EMBEDMENT, A -A NOTE: I H -BRACING SHALL BE CONSTRUCTED ON EACH END OF THE GATE TYPICAL SINGLE GATE WITH FENCE GATE EXTENSION 8 I. OUTER MOST POSTS TO BE INSTALLED PRIOR TO CUTTING EXISTING FENCE. 2. ALL FITTINGS. HARDWARE AND OTHER APPURTENANCES SHALL BE FABRICATED AND FITTED IN ACCORDANCE WITH THE MANUFACTURES RECOMMENDATIONS 3. ALL DIRECT BURIED POSTS SHALL BE BACKFILLED WITH TWO BAGS OF UNMIXED, NO WATER ADDED. OUICKRETE OR APPROVED EQUAL. FOLLOWED BY NATIVE SOIL. 4. BARBED WIRE SHALL MATCH EXISTING 4, 5, OR 6 WIRE FENCE. TYPICAL GATE WITH CATTLE GUARD % N.T.S. N.T.S. 4734460 Pages: 195 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Knppes, Clerk and Recorder, Weld County , CO F4�1CWf�ILJrhVWlf RL1��YLY�Ir�Li'il,Pit�lll}WJ�I III a. O erg •• O • O r it t g 3 od g 2 =g.-'i N 0� LL 3 or rY tV • 5r� 30 OF !o >• ISC J W CONSTRUCTORS z 2 0 z Q a s.`I 0W0312021 le A.,.. _at i 47836 C e_ ...c PANORAMA WINO (:E..17 E..;C.M. F. M. TREW / L. MARTINEZ E.r. .V MU. de4 a.✓_ •.. n.. .. t..... M..., EI IMaN•E Or..:.• r a •../.M M '00••••••• *tame ei .1044 .•. INC\ I t. Via SW FI...9'.I.. .l,St-.• ✓ • IN mil I: w.Wrta ...soy •../V ,•.a 1.. n.I.YIV..MI.• ... .n ... ...f •IMICNS;AC vi REVISIONS "'NAGS ' (.-a,4 r. T IYAC.. i.Vn 1 L•' CONSTRUCTION DETAILS r.E rr.q-.'.. , NTS C7.02 iu GRAVEL YARD 6' TALL CHAIN LINK SHALL EXTEND I' FENCING S GATES OUTSIDE OF FENCE WTG FOUNDATION wits PEDESTAL ! 10' GRAVEL RING MET TOWER A - 30U (TYP) ` HUB TURBINE CENTS�'I �vvJ �/ � 33 100' PERMANENT MET TOWER G�FNTER qE yll' 17 GRAVEL MET TOWER ROAD CONSTRUCTED POST CONSTRUCTEN �� TUR&NE CENTS V ►w[i ( )3 1a' WIDE_ vEMCLE GATE VARIABLE - DISTANCECONSTRUCTED / 1C GRAVEL SPUR ROAD CONSTRUCTION GRAVEL . ` t Nr p �r�-GRAVELSURFACINGSLLBEA6"TCKYEROFCALICHEPLACEDON LL3311 r NOTE- N DETAIL TYPICAL 4 - 0 O 0 SIDE PAD TURBINE SITE s °re A SUBGRADE COMPACTED TO 95% STANDARD PROCTOR OTYPICAL MET TOWER YARD DENSITY.26 TYPICAL SPUR RADIUS15 EDGE OF GRAVEL q OF ROAD ROADS FOR TURBINES RADIUS & MET TOWERS N.T.S. © N.T.S. �1+� I� l �I � z p w U U 160 150' WIG TUWER (TYPI FOUNDATION PEDESTAL ELEVATION ERECTIONILAYDOWN �^ WTG ACCESS DOOR TO BE PLACE ON DOWNWIND SIDE AREA GRADE FINISHED GROUND LESS THAN 5% — ' — TERRACE IF NEEDED a� NOTE: EXISTING GROUND © TYPICAL WTG SITE - PROFILE VIEW TYPKJLL CRANE PAD AREA COMPACT NATIVE MATERIAL CRANE PAD TO SI% SLOPE IN ANY DIRECTION AND 1' t FOUNDATION PEDESTAL ELEVATION (TEMPORARY CRANE MATS MAY BE NEEDED DEPENDING ON FIELD CONDITIONS) PROPOSED TOP OF FOUNDATION SHALL SE is" ABOVE ADJACENT GROUND -E FOR EXPOSED CONCRETE - 17" TO MAINTAIN 5% POSITIVE SLOPE AWAY FROM TURBINE BASE FOR 25 OF DISTANCE FOR PAD LOCATIONS AT END OF STRING ROADS INSTALL 16' WIDE 130' INSIDE DIAMETER TEMPORARY TURN AROUND AS NEEDED FOR DELIVERY © DETAIL TYPICAL END TURBINE SITE Stott: N. T.S Scott N. T. $ N.T.S. 9 VMOE GRAVEL RING AROUND TURBINE NOTE: THIS DETAIL IS APPLICABLE TO CRANE PATHS CROSSING EXISTING WIND TURBINE GENERATOR 65 ESTIMATED BEARING CAPACITY OF PREPARED CRANE PAD AND TURBINE PAD SITE SUBGRADE FROM FIELD TEST (PSF) CRANE PAD MITIGATION ----C\ 10t 11111 4ROADS 11111 10' COUNTY ROADS TIMBER MATS MAY BE REQUIRED ON EXISTING RIGHT-OF-WAY A I BLANKET EROSION CONTROL (TYPO INVERTS) �` A I p < Oa' i FLOWUNES PROPOSED COMPACTED SHOULDERS (CRANE CROSSING) — — — Q000 CONTACT ENCNEERNG EL=100 EL -100 SCARIFY, MOISTURE CONDITION. AND RE -COMPACT TO 98% 1100 AS DETERMINED BY ASTM 0698 THE TOP 12 -INCHES Of THE EXISTING re E 20' EDGE OF GRAVEL 1AND 12- $TPROPOSED — SUBCRADE 2030-3000 INSTALL TERRATEX-HPG-27-NTPEP AND PLACE 12 -INCHES OF AGGREGATE - - - - A Z A ROAD BASE AND COMPACT 10 98% MOD AS DETERMINED BY ASTM 0898 SEE LIFT PLAN DESIGN FOR MATTING REQUIREMENTS r e CRANE MATTING SCARIFY. MOISTURE CONDITION. AND RE -COMPACT TO 98% MOD AS (TYPICAL. TO 8E 5►7W DETERMINED BY ASTM D698 TIC TOP 12 -INCHES OF THE EXISTNG uJ PLACED BY SUB RAOE. 3000-4000 PLACE AS t AND COmPACT TO 9 MIND SLIFT ERECTION CONTRACTOR) - —I — — DETERMINED BY STM 0698 SEE PLAN DESIGN FOR g REQUIREMENTS ROADS — — 1 — INSTALL CULVERT / DRAIN AS NEEDED SEE LIFT PLAN DESIGN FOR MATTING REQUIREMENTS ON PREPARED >4000 SUBGRAM Cl) NOTE: 1. SEE CIVIL CONSTRUCTION PLANS FOR LOCATION OF CRANE PADS. PLAN EXISTING VIEW E1100 CRANE MAT 2. PERFORM SURVEY OF THE CRANE PAD AREA PRIOR TO GRADING TO ESTABLISH THE PAD ELEVATIONS. E1100 3, ESTABLISH CRANE PAD ELEVATION BASED ON ROAD ELEVATION AND ACCESS RAMP 1. THE AREA SHOULD BE GRADED TO PREVENT WATER FROM STANDING ONOR NEAR THE CRANE PAD. 5. SEE LIFT PLANS FOR MATTING REQUIREMENTS. 6. CONTRACTOR TO MEET ALL TURBINE AND CRANE PROVIDER SPECIFICATIONS -CRANE 10' s oOe g •s (TM') RIGHT-OF-WAY EXISTING ROAD PROPOSED ROAD/ 1 CRANE CROSSING1 — - - _ / `d \-- - - L _ - - - _ J INSTALLCULVERTT DRAIN AS NEEDED SECTION A -A \ `O- - - - _ - COMPACTED NATIVE MATERIAL TYPICAL CRANE PAD DETAIL GEOGRIO (TENSAR TX 140) I2' CRUSHED AGGREGATE PER WELD COUNTY GRAVEL SURFACING. AS REQUIRED PER TABLE 6 DEAD END MAINTENANCE TRUCK TURNAROUND OPTIONS PROPOSED ROAD INTERSECTING EXISTING ROAD N.T_S. 0 N.T.S. • N.T.S O 4734460 Pages: 196 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO 0 2 O Z 0 OBIDY1021 ta, .i:''r •.Et• 47W6 w. c.....,.€ PANORAMA WIND 1 (+TAT F• i ta.M.1/ M TREW i L MARTINET .. Oa • 4•M. 4J JI-.I-- b dr. P. -•J..444. SAHA /.t TAPAS OS Out St — . w w ,.Nest •' fl'I ► •. •M . • •••••• W •ri1.4.•• w*,s*' . JN.v 5 4 t cc.....[ H.. , WV AAA.' L. .• .n.r4 .., I 'MVP,••,. L.. REVISIONS • V..i/ I.•'1 • • i N r 7•4•••1.4 -1..1..•. CONSTRUCTION DETAILS FITS C7.03 ParaliNSIBINDIRMIOVirhieli:kiil'ullYii Ii iii 4 I MAX FILL SLOPE NOTE: STABILIZE FILL SLOPES WITH EROSION CONTROL BLANKETS PROPOSED TEMPORARY CULVERT TEMPORARY CRANE TRAVEL PATH (SEE TYPICAL TURBINE ACCESS ROAD AND CRANE PATH DETAIL) INSTALL SILT FENCE ALONGIMPROVMENT. REFER TO SILT FENCE DETAIL FOR STABILIZE FILL SLOPES SPECIFICATIONS WITH EROSION CONTROL BLANKETS CULVERT FILL SLOPE CRANE PATH SILT FENCE I CULVERT INSTALLATION SHALL CONFORM WITH MANUFACTURE WS RECOMMENOATION FOR INSTALLATION. 2 MINIMIZE DISTURBANCE TO THE STREAMIDITCH DURING CULVERT INSTALLATIONIREMOVAL. 3. RIP RAP WITH GEOTEXTILE FABRIC MAY BE SUBSTITUTED FOR THE EROSION CONTROL BLANKETS WHERE NEEDED. 4. UPON REMOVAL OF TEMPORARY STREAM CROSSING. THE DISTURBED AREA SHALL BE RESTORED TO NATIVE CONDITIONS, 5. CULVERT TO HAVE A MINIMUM OF I COVER FROM TOP OF PIPE TO FINISHED SURFACE. DETAIL: TYPICAL TEMP CRANE WALK STREAM CROSSING N.T.S. SOIL PLAN / / NOTE: / CONTRACTOR TO STRIP TOP Soil OUT TO CREATE BERM 1 BERMS SHOULD BE PLACED AROUND UP GRADE PERIMETER OF PAD AREA TO PROVIDE PERIMETER RUNOFF AND EROSION CONTROL. 2. TERMINAL ENOS OF BERM SHOULD BE HIGHER IN ELEVATION THAN THE TOP OF BERM. 3 TEMPORARY STABILIZATION OF TOP SOIL BERM COULD CONSIST OF HYDROMULCH OR STRAW MULCF (WEED FREE) AS NECESSARY DETAIL. UP GRADE RUNOFF DEFLECTION BERM N.T S. INSTALL SILT FENCE OR FIBER ROLL AROUND IMPROVEMENT (TYP) GRAVEL TURBINE ACCESS ROAD (TYP) r DEPTH OF GROUTED OR CEMENTED AGGREGATE OVER GEOTEXTILE FABRIC. CONTRACTOR TO USE CRANE MATS AS NEEDED DURING CONSTRUCTION TO AVOID DAMAGE. NOTE: 17 COMPACTED SHOULDER FOR CRANE PATH (TVP) COMPACTED 6- AGGREGATE ROAD SECTION IN GEOCELL GRID OR APPROVED EQUAL SLOPE TO MATCH EXISTING CHANNEL BANK NOT TO EXCEED 8% & K - VALUE 10 BE MET COMPACT SURFACING MATERIAL BY EQUIPMENT TRAVEL 6' OF LOCALLY SOURCED COARSE AGGREGATE BACKFILL IN APPROVED C GEOCELL MATERIAL O" GROUTED OR CEMENTED COARSE -GRADED AGGREGATE OR CRUSHED CONCRETE MIRAFI HP27O GEOTEXTILE FABRIC OR APPROVED EQUAL COMPACTED SUBGRADE SECTION 'A - A' PROFILE Al ONG CENTERLINE OF ROCK. DIANNEI CROSSING. NOT TO SCALE 1. BOTTOM 2 DURING CONSTRUCTION, TEMPORARY MODIFICATIONS CAN BE MADE TO THE CHANNEL SLOPES TO ALLOW FOR ADEQUATE TURBINE COMPONENT DELIVERY CONDITIONS. CHANNEL GEOMETRY TO BE RESTORED TO NATIVE CONDITIONS UPON COMPLETION OF DELIVERIES. 3. ACCESS ROAD AND CRANE PATH SHALL CROSS ANY DITCHISTREAM AT A BO DEGREE ANGLE 4. GRAVEL BAG BERMS MAY BE NECESSARY IF FLOWS REQUIRE TO PREVENT EROSION. 5 MATERIAL THICKNESSES SHOWN ARE MINIMUMS. FIELD ADJUSTMENTS MAY BE NEEDED TO ACHIEVE BEARING CAPACITY FOR INTENDED ROAD (ASPS CROSSING SHALL HAVE THE TOP -MOST SURFACE FLUSH WITH THE ADJACENT DITCH CHANNEL ARMORED TURBINE ACCESS ROAD FOR LOW WATER CROSSING A/� N.T.S. 2 rDAYLIGHT LINE TOP OF SLOPE TURBINE FOUNDATION J • (DI) DRAINAGE DITCH PLAN TOWER FOUNDATION EXCAVATION FISHED F01J1iDAT10N DRAINAGE SUMP GRADE L-_ LIMITS OF EXCAVATION DRAINAGE DITCH SECTION TOWER FOUNDATION EXCAVATION DETAIL: DEWATERING FOUNDATION EXCAVATION DRAINAGE DITCH SEE DETAIL THS SHEET SUBCONTRACTOR TO ADD GRANULAR FILL ONLY IF GROUNDWATER IS PRESENT IN DRAINAGE DITCH (01) 2' (D2) I' (03) 3' DRAINAGE SUMP N.T.S. 4734460 Pages: 197 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII IIMMV ir�E� F P:4iN �'� �iv), Ill II! a a — a a a — a a — a a S S. - a AV.. L.Itia„I •I I,::II,11) r•litrit ,. ',b„Ulu lla ritr. II,[ Il tc ll.ul ._ -rnl vv: NOTE: a a a a S a - 5 a a a — a a r S a SA S _ a a r — a a a r a a S ,fir a � —a — Y a - - a — � a a "TRACKING" WITH MACHINERY UP AND DOWN THE SLOPE PROVIDES GROOVES THAT WILL CATCH SEED RAINFALL. AND REDUCE RUNOFF DETAIL: SLOPE TRACKING N 7.5 INSTALL SILT FENCE OR FIBER ROLL AROUND IMPROVEMENT (TYP) GRAVEL TURBINE ACCESS ROAD (TVP) V DEPTH OF 6- NOMINAI. SIZED RIP RAP OVER GEOTEXTILE FABRIC. RIP RAP SHALL BE PLACED ONLY AFTER CRANE WORK IS COMPLETED ON SITE CONTRACTOR TO USE CRANE MATS AS NEEDED DURING CONSTRUCTION. ENGINEER OF RECORD TO CONFIRM NOMINAL SIZE OF RIP RAP OVER GEOT EX TILE. NOTE: VARIABLE CHANNEL MOTH S 17 COMPACTED SHOULDER FOR CRANE PATH (TYP) 7 SLOPE TO MATCH EXISTING CHANNEL BANK NOT TO EXCEED BOE & K -VALUE TO BE NET COMPACT SURFACING MATERIAL BY EQUIPMENT TRAVEL 6" OF LOCALLY SOURCED COARSE AGGREGATE 12' or S" RIPRAP OR CRUSHED CONCRETE COARSE -GRADED AGGREGATE MIRAFI HP270 GEOTEXTILE FABRIC OR APPROVED EQUAL COMPACTED SUBGRADE SECTION 'A - A' PROFILE ALONG CENTERLINE OF ROCI( CHANNEL CROSSING. NO7 TO SCALE 1. THIS CROSSING MAY BE USED IN LIEU OF PRIMARY LOW WATER CROSSING DESIGN DETAIL (Z. 2. CROSSING SHALL HAVE THE TOP -MOST SURFACE AT A MINIMUM OF 2 INCHES BELOW THE ADJACENT DITCH CHANNEL BOTTOM 3. DURING CONSTRUCTION TEMPORARY MODIFICATIONS CAN BE MADE TO THE CHANNEL SLOPES TO ALLOW FOR ADEQUATE TURBINE COMPONENT DELIVERY CONDITIONS. CHANNEL TO BE RESTORED TO NATIVE CONDITIONS UPON COMPLETION OF DELIVERIES. 4, ACCESS ROAD AND CRANE PATH SHALL CROSS ANY DITCH/STREAM AT A BO DEGREE ANGLE 5. GRAVEL BAG BERMS MAY BE NECESSARY IF FLOWS REQUIRE TO PREVENT EROSION. 8 MATERIAL THICKNESSES SHOWN ARE MINIAJMS. FIELD ADJUSTMENTS MAY BE NEEDED TO ACHIEVE BEARING CAPACITY FOR INTENDED ROAD USES. ALTERNATE ARMORED TURBINE ACCESS ROAD FOR LOW WATER CROSSING / 2 N.T.S. PLAN 4 SEC. A -A RIPRAP Ia-3 -et-Z-1 GEOTEXTILE FABRIC NOTE: GEOTEXTILE - SEC. B -B RIPRAP -1.0' 0 FABRIC TABLE OF QUANTITIES RIPRAP AT *LETS MO OUTLETS CLASS 6 060.47 CLASS ■ 050.47 DM IT DEPTH r DEPTH Ir DEPTH r DEPTH ROUND L RAMP GRAMMAR RIPRAP GRANULAR PIPE IN. (FT.) (CU. YD.) FILTER (CU. YD.) ICU. YD.) FILTER ()U. TO.) 12 I 21 1.4 4.1 21 15 11 21 1.5 4.4 22 11 10 11 2.0 51 3.0 21 10 4.2 2.1 S] 32 24 12 5.5 21 I2 42 27 12 S• 29 I.7 4.4 30 14 7 3 3.7 101 5.5 36 16 02 41 13.6 ILA 42 IS 10.6 5.5 16.3 6.2 44 20 12.6 6.5 111.• 6,7 1.0'0 1. FOR PIPES GREATER OR EQUAL TO 30". USE 1 2. THE CONTRACTOR SHALL PLACE RIP RAP. PULVERIZED TOPSOIL. SEED AND WOODFIBER BLANKET IMMEDIATELY AFTER PIPE IS INSTALLED. EXTEND AREA TO MATCH UNDISTURBED SOIL. 3. DIMENSION "E" EQUALS INSIDE WIDTH OF PIPE 4 AN APPROVED ALTERNATIVE STABILIZATION MAY BE SUBSTITUTED FOR THE RIPRAP APRON AT TEMPORARY ENDS OF CULVERTS DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND REPAIRING TEMPORARY MEASURES AS NECESSARY TO ENSURE STABILIZATION. 5 RIP RAP SHALL BE INSTALLED AT PERMANENT ENDS OF ALL CULVERTS AT THE TIME THEY ARE INSTALLED DURING CONSTRUCTION. DETAIL RIPRAP APRONS (TO BE INSTALLED AT INLET AND OUTLET OF PROPOSED CULVERTS N.T.S. a O re a r •� ca •• •sul�' oa Z Tv ^" • O , 4 I1 .E� 4§o n •. a W CONSTRUCTORS 424'C i t ,, \M 1 .DDA( Nt 0 z 2 CC O z Q a H 06/16/2021 Ia..t •rf.ctN 4TW6 I -C. rt..J..c PANORAMA WIND fir£•IFc 61, CRSM. 7, M. TREW I L MARTINEZ •... S. • 474. del b..i . 11 .. Y. ... 4.•t•.. 6, .1:y... . G: ,, i1 ^q mltit • it... . s ..rshim N ffata.1 thorn .. y .-. s , n..l m . • t U .. ., . 4... 1J'•11r.,.al .... hI..a.. k 44,4 Imo., u•n0114....- t4. - n.w.•1e •a..., 1 • 4VC4a .I.C,JI REVISIONS .111.• • .Y... IVN )• INN.. ,l a.P •C•. CONSTRUCTION DETAILS J.r NTS C7.04 MAX STAPLE SPACING OW TEXTILE FILTER FABRIC + r,8" LONGITUDINAL ANCHOR TRENCH TERMINAL SLOPE AND CHANNEL 2 1 - 1 1 2 I (H V)' - 6. 0 h `Y//// 4 1.8 STAPLES/SV * i i 1.2 STAPLESISY • R MAT/ ET NI i 4 4 r— e • \ 3- --L /\//\ t ' �\ //\\// \ /\ / t t / //� ' ' ' %\\j/ i 3 ' ' ' \\\\• t c\(' �• • i 46" MIN. 7 • :�• • ST OR WOOD POST ATTACH FILTER FABRIC SECURELY TO UPSTREAM IF' ii .'•':::::: ::.. , . .. ;: ;':.:•;: ;:':;:;:: ; L .-I I 6 - B• 1 :.. .; . ;:,T: 2 �• • NOTE ISOMETRIC VIEW ,. . . • ::. TYPE IV : •• ,:•'-r!,..• _. FILTER FABRIC ` -..;,•.,rc=.; .:• "• .. • l KEY STONE INTO DITCH I BANKS 18" MIN. TO PREVENT SIDE OF POST ,,, Ill;iii:i�;p ;;::'::�":,.; • ,•'�'�,� j urllll�liilll „11111;;;; I;;;; ,/1 ,�. UI II;;;;;I Ill ,IJ ,, ;;;; II• 11 ,pl ll�' ;;,;;;;;;;;;:;;;:.;;,,","',y . , UI illl ,111 ,111 111 i',', • y,. .. •• . ar! .• • • I ,111;I„II;;;II•'';,II 111 11111 ,I,t• ,III' lt•' j;lllp;ll,;;11�j X1,11 ,N1111 •' .. FLOW �- FLOW AROUND DGWNSTREAM VIEW DAM CLASS I IV RIP RAP iii i 4 4 STAKEAT35. :'II•V INTERVALS.�wy * i r E'��,n f. iT ` r r P 44 + pll'lllll Pu/l;,ll',PI",vll a 11 q u 11� la •�... • • .. - FLOW �- ', : 2 1 2C KEYINENOSOF IIIIIIIIIIIIiII��iil FLOW �V� G• ,0' MAXIMUM SPACING t // t /i\\\�\\ '. FILTER FABRIC 6" MIN• ^ �/' STEEL OR WOOD POST ` j �.�. -,... • 05.` ?. ; • vn.�.v vn...v:�� '•:i\ SECTION VIEW L - THE DISTANCE SUCH THAT POINTS A EQUAL ELEVATION AND B ARE OF EQUAL B L OVERLAP t ' /\\ t ' /\\/� PONDING HEIGHT >� �. /• �•, /,,` \ •`�.-� 'bV7ERV.4CS FILTER FABRIC ATTACHED °' SECURELY TO UPHILL SIDE OF H 3x5016 TENSILE STRENGTH PLASTIC ZIP -TIES OR STAPLES PER POST TIES TO BE PLACED WITHIN TOP B' OF FABRIC. FLOW t /\ t t /OST t t /\ e 12 ll t 112" CFIEpYs(OFAt r INITIAL CHANNEL ANCHOR TRENCH INTERMITTENT CHECK SLOT t � t t \\ 1 ,r I \ BERM OVERM4f:��f.T I I N. j �1 STAPLES I 1 SPACING BETWEEN CHECK DAMS 17" ' MIN ::.•..:: C i 4 ISOMETRIC VIEW \,\\\�\\\/\ r �• r • $>/Nr Q', • Y6 TRENCH WITH NOTES NOT l , , tr i TO SCALE COMPACTED BACKFILL TRENCH DETAIL W/ NATIVE BACKFILL ,r 16. - •_'!f \ let V°1 NOTES 1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 2. ENOS OF THE SILT FENCE SHALL BE WRAPPED UPHILL UNTIL THE BOTTOM OF THE SILT FENCE IS EQUAL OR GREATER THAN THE PONDING HEIGHT. J. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN ACCUMULATION HAS REACHED 113 OR GREATER HEIGHT OF THE FABRIC. 4 REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED 5. WHEN SILT FENCE IS NOT INSTALLED AT A CONTINUOUS ELEVATION PERPENDICULAR TO A SLOPE A -J•HOOK" INSTALLATION SHOULD BE USED TO ENSURE THIS BMP DOES NOT CREATE FLOW PARALLEL TO THE SILT FENCE. 2 SILT FENCE 1 SLOPE SURFACE SHALL BE FREE OF ROCKS. CLODS. STICKS AND GRASS 2 MATS/ BLANKETS SHALL HAVE GOOD SOIL CONTACT 3 APPLY PERMANENT SEEDING BEFORE PLACING BLANKETS. 4. BLANKET TYPE. WEIGHT, AND STAPLE LENGTH SHALL BE CHOSEN BASED ON FIELD CONDITIONS AND MANUFACTURER'S RECOMMENDATIONS. 5 LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL 6 BLANKETS SHALL BE ROLLED VERTICALLY CKJYIINSLOPE. 7 DO NOT STRETCH BLANKETS 8 REFER TO THE PROJECT SWPPP FOR IMPLEMENTATION. O EROSION CONTROL BLANKET ON SLOPE (G) GRADE (x) (L) LENGTH (FT) NOTES 1, CHECK SLOTS TO BE CONSTRUCTED PER MANUFACTURERS SPECIFICATIONS. 2. STAKING OR STAPLING LAYOUT PER MANUFACTURERS SPECIFICATIONS 3. BLANKETS SHALL EXTEND TO THE LIMITS OF DISTURBANCE. 4. BLANKET TYPE WEIGHT AND STAPLE LENGTH SHALL BE CHOSEN BASED ON FIELD CONDITIONS AND MANUFACTURER'S RECOMMENDATIONS. 5. REFER TO THE PROJECT SWPPP FOR IMPLEMENTATION CRITERIA O TEMPORARY EROSION BLANKETS/ TURF MATS FOR CHANNELS 0-9 60 9-11 35 11-21• 20 •SLOPES GREATER THAN 14% MAY UTILIZE A RIP RAP LINED CHANNEL AS AN ALTERNAi1VE 10 CHECK DAMS 3 CHECK DAM N.T.S. N. T.S II_T 5 . N T S DRIVEN WOODEN STAKES TO BE PERPENDICULAR TO SURFACE UPSLOPE DISTURBED AREA/ PROJECT AREA \ FLOW A MAXIMUM PLACEMENT OF POST USING HOGWRE WITH APPROVED EROSION CONTROL FABRICS TO BE 10 FEET MAXIMUM PLACEMENT OF POST WITHOUT HOG WIRE USING APPROVED EROSION CONTROL FABRICS TO BE 6 FEET TO B FEET APART VARIE�4MINE PLAN) 2 VARIABLE CHANNEL WIDTH GRAVEL TURBINE EXPAND ACCESS ROAD AGGREGATE AREA (TIM FOR LENGTH R .' '•. ••.;',A:!:�_, PROPOSED CULVERT RIPRAPOR ••�=j- _+ rt 4' MAX •► ♦ FLOW / FLOW // 'I1�11= 1= 11-11= I - all= :ARIES'II�Iv11�11_II=11_Ilvllvlhll=ll A II ROCK ACCESS II- I� I IS' MIN II Ilya II III( POST METAL T -POST 5 FEET OR S FEET IN HEIGHT I -i ♦��` DEPENDING ON FILL SLOPE. 36 RICHES IN TH CIF [-POST :•4:•,, y,•;,:;.r.;r! SK.T-FENCE '�••yt t'� fij•;-+• OVER HOG WIRE (MUST MEET EN ERS ; •t;., «y ti ,, „•.4 \\/ xa+M. CONCRETE SLURRY 1. :� • • ._FABRIC ; . -` -. �1. �: •v �� +.� •_ •• MINIMUM HEIGHT TO BE I� `^ SHOULDER FOR COMPACTED ABOVE TOP OF PIPE TO 'f:� r +'•� +�� CRANE PATH (TYP) ENSURE PROPER r• DRAINAGE THROUGH ,�•3 � •fr1--� .,e. � -� CULVERT ,. '.•r �1 -, '' • rrrr��`�� "► • 4 1 MAX . .� ALL SLOPE • I I`.� \•/ �%�� \ (�( ,� \e\ �, �`.•�;v-�I►fv �j�•`1 \\ SPECIFKATK�15 FOR EROSION CONTROL) .e •.•itty"�et� •. E _.. , , 1. •n• a .. a . . STONE /4 WASHED STONE TO BE PLACED 12 INCHES . WRAP ENDS UPSLOPE CONTAIN RUNOFF CONSTRUCTION 0.15"� TO ^ ` \ � �``/ � \ `�� V�� FROM ♦ � OVERLAP ROLLS SITE ` A MINIMUM OF 6' UNDISTURBED AREA 1 I II= II�•,,. II �I II— II DEEP AT SILT FENCE Si T -FE OVER HOG HOG WI NCI WIRE LOP VIEW + II CONCRETE ` 1 —ua=u=a=u=a=n-11. t -11=11-11-IIIIII=II SLOPE MAX SPACING SILT -FEN I 5 IT 1. METAL FENCE POST SILT -FENCE OVER HOG WIR METAL FEMEST SILT -FENCE OVER HOG Wk! WASHOUT SIGN EARTH BERM MUL TCH a SEED SILT FENCE SEGTKJN A -A • • INSTALL SILT FENCE ALONG IMPROVEMENT REFER TO 21" (� SILT FENCE DETAIL FOR SPECIFICATIONS --20 VARIES17 20 20 / 0.75 4:1 - 21 15 SILT FENCEVARWs6. a l , 47,R,r �LOIy 1.0 F71 i �. >' 2:1 10 • A CLOSER SPACING IS MORE EFFECTIVE NOTE: 1. FIBER ROLLS SHALL BE IN STALLED PRIOR TO UPSLOPE DISTURBANCE ACTIVITIES COMMENCE. 2, FIBER ROLLS SHALL BE PREFABRICATED AND MADE FROM WEED FREE RICE STRAW. FLAX, OR A SIMILAR AGRICULTURAL MATERIAL BOUND INTO A TIGHT TUBULAR ROLL BY NETTING. USE A 8' OR 12' DIA. ROLL 3 TRENCHES SHALL BE CREATED ALONG THE SLOPE OF THE PERIMETER. THE TRENCH DEPTH SHOULD BE 1N row A OF THE THICKNESS OF THE ROLL AND THE MOTH SHOULD EQUAL THE ROLL DIAMETER IN JRDER TO PROVIDE AREA TO BACKFILL THE TRENCH • STAKE FIBER ROLLS INTO THE TRENCH. DRIVE STAKES AT THE ENO OF EACH FIBER ROLL AND SPACED 4 LEET MAXIMUM ON CENTER. USE WOOD STAKES NTH NOMINAL CLASSIFICATION OF 0.75 IN BY 0.75 IN, AND A MINIMUM LENGTH ROLLS SHALL BE INSTALLED PERPENDICULAR TO WATER MOVEMENT. AND PARALLEL TO THE SLOPE CONTOUR_ 5 TURN THE ENDS OF THE FIBER ROLLS UP SLOPE TO PREVENT RUNOFF FROM GOING AROUND THE ROLL THE UPSLOPE POINT SHOULD BE A MINIMUM r HIGHER IN ELEVATION THAN THE LOW POINT 7 IF MORE THAN ONE FIBER ROLL IS PLACED IN A ROW THE ROLLS SHOULD BE OVERLAPPED A MINIMUM OF 6 INCHES, NOT ABUTTED. C FIBER ROLLS ENCASED WITH PLASTIC NETTING ARE USED FOR A TEMPORARY APPLICATION ONLY AND SHOULD BE REMOVED FOLLOWING STABILIZATION. FIBER ROLLS USED IN A PERMANENT APPLICATION SHALL BE ENCASED WITH A BIODEGRADABLE MATERIAL AND MAY BE LEFT IN. 9. TEMPORARY INSTALLATIONS SHOULD ONLY BE REMOVED WHEN UP GRADIENT AREAS ARE STABILIZED PER SEDIMENT • • . CONTROL STONE 8 C , �• STRUCTURAL STONE 1.5 FT MIN FRONT NE W I TI 181 tit II>— I COMPACTED 4 t MAX SLOPE O SUITABLE FILL - COUNTER PIPES BOTH ENDS 1 5' MIN IMPERMEABLE LINER SINK ��LONI 6• FOR PIPES GREATER THAN 10' r FOR PIPES LESS THAN t6' CONCRETE WASHOUT AREA INSTALLATION NOTES CONCRETE WASHOUT AREA MAINTENANCE NOTES CROSS SECTION NOTE STRUCTURAL wow SNAIL W sa otosced TENANCE [ONT►URPOA[ 1 INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AF TER EACH RAIN/ ALL MAKE ANY REQUIRED REPAIRS IMMEDIATELY 2 SHOULD THE FABRIC OF A SEDIMENT FENCE, NEAR AN OUTLET. COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY 3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. 4. REPLACE STONE AT OUTLET TO DIMENSIONS SHOWN ABOVE IF OUTLET BECOMES EXCESSIVELY CLOGGED WITH SEDIMENT. 5. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE II AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED NOTES 1 CULVERT INSTALLATION INSTALLATION. 2 CULVERT TO OTHERWISE SPECIFIED. 3 MINIMIZE DISTURBANCE O DETAIL: PROPOSED CULVERT CONTRACTOR TO RRAPICONCRETE ENSURE POSITIVE SLURRY SHALL CONFORM NTH MANUFACTURERS RECOMMENDATION FOR HAVE A MINIMUM OF Z COVER FROM TOP OF PIPE TO FINISHED SURFACE UNLESS TO THE STREAM/DITCH DURING CULVERT AND RIP RAP INSTALLATION. TYPICAL ACCESS ROAD STREAM CROSSING I SEE PLAN VIEW FOR LOCATION OF CONCRETE I. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED WASHOUT AREA AND ENLARGED OR CLEANED OUT AS NECESSARY TO 2 THE CONCRETE WASHOUT AREA SHALL BE MAINTAIN CAPACITY FOR WASTED CONCRETE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT 2. AT THE END OF CONSTRUCTION. ALL CONCRETE SHALL ON SITE. BE REMOVED FROM THE SITE AND DISPOSED OF AT AN 3. SIGN SHALL BE PLACED AT THE CONSTRUCTION APPROVED WASTE SITE ENTRANCE AT THE WASHOUT AREA. AND 3. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, ELSEWHERE AS NECESSARY TO CLEARLY THE DISTURBED AREA SHALL BE DRILL SEEDED AND INDICATE THE LOCATION OF THE CONCRETE CRIMP MULCHED OR OTHERWISE STABILIZED IN A WASHOUT AREA TO OPERATORS OF CONCRETE MANNER APPROVED BY THE GOVERNING BODY TRUCKS AND PUMP RIGS, 4. INSPECT WEEKLY AND AFTER ANY STORM. 4. EXCAVATED MATERIAL SHALL BE UTILIZED IN PERIMETER BERM CONSTRUCTION 5. ALTERNATIVELY CONTRACTOR MAY USE A DISPOSABLE WATER PROOF CONTAINMENT SYSTEM FOR DISCARDED CONCRETE WASTE CONSTRUCTION. CONCRETE WASHOUT 6 GENERAL PERMIT REQUIREMENTS, ANDIOR POLLUTANT SOURCES NO LONGER PRESENT A HAZARD. BUT. THEY SHOULD ALSO BE REMOVED BEFORE VEGETATION BECOMES TOO MATURE SO THAT THE REMOVAL PROCESS DOES NOT DISTURB MORE SOIL AND VEGETATION THAN IS NECESSARY I0. FIBER ROLLS MUST BE INSPECTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS FOR THE ASSOCIATED PROJECT TYPE AND RISK LEVEL. IT IS RECOMMENDED THAT AT A MINIMUM THE BMPS BE INSPECTED WEEKLY PRIOR TO FORECASTED RAIN EVENTS. DAILY DURING EXTENDED RAIN EVENTS AND AFTER THE CONCLUSION OF RAIN EVENTS I I. REPAIR OR REPLACE SPUT, TORN. UNRAVELING OR SLUMPING FRIER ROLLS 12. SEDIMENT THAT ACCUMULATES UP SLOPE OF THE BMP SHOULD BE PERIODICALLY REMOVED IN ORDER TO MAINTAIN BMP EFFECTIVENESS. SEDIMENT SHOULD BE REMOVED NINEN SEDIMENT ACCUMULATION REACHES ONE-TNRO THE DESIGNATED SEDIMENT STORAGE DEPTH. 13. RILLS OR GULLIES MAY BEGIN TO FORM FOLLOWING MAJOR STORM EVENTS WHERE RUNOFF HAS OVERTOPPED THE FIBER ROLLS. THESE RILLS OR GULLIES SHOULD BE PROMPTLY REPAIRED. SEDIMENT CONTROL LOG 0 TEMPORARY SILT FENCE - STONE OUTLET VERSION SHALL BE UTILIZED BELOW ALL TEMPORARY (SKIMMER) SEDIMENT BASINS O DETAIL: TEMPORARY SILT FENCE OUTLET - STONE OUTLET N T S N.T.S. • N T 5 N.T.S. 4734460 Pages: 198 of 223 07/12/2021 11:00 AM R Fee:$0,00 Carly Koppes. Clerk and Recorder, Weld rid County CO III I OW , IWi , ��, N�I! �l IIIII I y D o CC Z Sekgii �elsE • •• • 11) g V card Z • O 3111 5 u a 0 a W �►1 1 1 ' z Q O z act a ZG J o wu c �47938 .‘...r PANORAMA WIND car'', reap", i• M. TREW / L. MARTINEZ •.1.-• •a ••-'•-: z...•'.• •••N Plait bl ty.u,w Or w•. • y.. 11 • ,••) tY ••• t✓I••• ✓S • . •.•-• W W Wesel. as l►t•at A At "0 .k uM•• 41•I11,.d•• REVISIONS .Tv$iu T • outvo.• 1 CONSTRUCTION DETAILS NI 5 O7.05 16' GRAVEL ROAD INSTALL UTILITY CROSSING SIGN c/—(TYP.) CamNE MATS CABLE MARKER STRUCTURE (TYP.) • . . • . • , � DURABLE SIGN MIN. 2.5' ABOVE GROUND TO READ "UNDERGROUNDCROSSING" unary CRossING" " 1 _ - I - _ _ 8" BORE SLEEVE . • • • • • • - f • - - - - - • - - • - • • • • - ;ION DETAIL vVDOD POST TO BE DRIVEN INTO GROUND MIN 1.5' A4 1 1 q I • �- • • . . . . . . • • . . . . . . . . . .'.-.•.-.•. i . • . . ---- • . • . • . ... . • 16' 1MDTH • . 3T CRANE PATH EXISTING PIPELINE EXISTING UTILITY I : _ • TRANSMISSION UNE PLAN • • • . . . . . . . 16'ACCESS ROAD— O FEEDER LINES __ - CABLE MARKER STRUCTURE ONT.)/ TRANSMISSION LINE �--- - -------- MAX. DEFLECTION SHALL BE 6• PER 50' (TYP.) PLAN MEW EXISTING UTILITY 8" BORE SLEEVE MINIMUM CLEARANCE PER UTILITY COMPANY'S DISTANCE - CLEARANCE VARIES I 25 1 3t' I,RANE PATH -1 INSTALL CROSSING UTILITY EXISTING PIPELINE I UTILITY SIGN (TYP ) PLAN VIEW r T 25' COMPACTED FILL = �_�= �=�_= �= = = �=�= H RECOMMENDATION VARIES ACCESS ROAD • _r��: ___ : /.\ x\ ex:\ /.\T/& x\ \\ 2' CRANE MATS .\ x\ \ ...\ I\ x' s. EXISTING DEPTH OF PIPE VARIES VERIFY IN FIELD dm7�\ #4\ x\ „\ /�/ /�/�/�//�/�//�//�/�/I�i :V t/'i a 'i ' . / 4 / I I I I ✓ • . ��_ t •ti- tie � �• -` t t � � � PROFILE EXISTING GROUND DISTANCE TO BE DETERMINED FIELD -!' • e • I 1 •'---=•:7111041•4; i'� i i • - •••• • ''•- IN PROFILE VIEW EXISTING / GRADE J DEPTH OF PIPE VARIES VERIFY IN FIELD SECTION COVER SHALL SE INCREASED TO 4B" OR GREATER OVER PIPE EXISTING PIPELINE I UTILITY VIEW - EXISTING PIPELINE NOTE: NOTE: 1. CONTACT UTILITY PRIOR TO CROSSING TRANSMISSION LINE. 2. MAINTAIN OSHA REQUIRED CLEARANCE FOR ALL EQUIPMENT. 3. CROSSING MAY BE ADJACENT TO CRANE PATH AND/OR UNDERGROUND CROSS SECTION A -A NOTE: 1 CROSSINGS MUST BE APPROVED BY UTILITY COMPANY PRIOR TO CROSSING. 2. LOCATION AND DEPTH OF EXISTING UTILITY SHALL BE FIELD VERIFIED BY EXISTING UTILITY OWNER/OPERATOR. © PIPELINE CROSSING (FEEDER LINE) COLLECTION CROSSINGS. 4. DISTURBED AREA NOT COVERED BY GRAVEL WILL BE RESTORED TO EXITING CONDITION TRANSMISSION LINE ACCESS ROAD CROSSING NOTE: 1. PRIOR TO DIGGING. CONTRACTOR SHALL CONTACT UTIUTY AND THE STATE ONE -CALL SYSTEM AT 811. 2. ROADS SHALL CROSS AS CLOSE TO NINETY DEGREES (90') TO UTILITY PIPELINE AS POSSIBLE. 3. INSTALL MARKERS & SIGNS PER UTILITY SPECIFICATIONS 4. CRANE MATS ARE TO BE REMOVED POST -CONSTRUCTION AND REPLACED WITH COMPACTED FILL FOR PERMANENT CONDITION. THE COVER OVER PIPELINE SHALL REMAIN THE SAME © GAS LINE TRANSPORTATION CROSSING 1. CROSSINGS MUST BE APPROVED BY UTILITY COMPANY PRIOR TO CROSSING. 2. LOCATION AND DEPTH OF EXISTING UTILITY SHALL BE FIELD VERIFIED BY EXISTING UTILITY OWNERIOPERATOR 3. EARTH COVER PROTECTION FOR EXISTING UTILITIES SHALL BE USED TO OBTAIN MINIMUM COVER REQUIREMENTS TYPICAL UTILITY CROSSING N.T.S. µT.b. N TS. O S - 5 EXISTING FIBER OPTIC OR TELEPHONE LINE INSTALL MARKER INSTALL ELECTRICAL NON -ME TALUC CROSSING SKIN TOP SOIL BERM PROPOSED BORING AND CONTAIN REMOVE ALL SLURRY FROM BORE - BORE PIT CONDUIT (TYP.) • 1' r FLOW 10' (TYP.) :7 EARTHEN BERM FOR �/EROSIONCONTROL N - - BORE PIT PIT 10 (TYP.)BORE BORING LENGTH VARIES ( FLOW - - •�'�`� �� FLOW STREAM - TOP SOIL BERM �+•��I� 1---� PLAN VIEW %�!/='• HI -NUMBER �� I CONTAIN AND REMOVE ALL SLURRY OF 34.5kV 101 MINIMUM UNDERGROUND COLLECTION LINES VARIES AT EACH PLAN FROM BORE I I CROSSING LOCATIONgy EXISTING DEPTH OF PIPE VARIES. VERIFY IN FIELD - ��t+ PROPOSED BORING -Oh, - - T �� BORE PIT - NOTE: -.-� I CONSTRUCT TOPSOIL BERM TO PROTECT EXISTING CHANNELS WHERE BORING WILL OCCUR FOR UNDERGROUND COLLECTION SYSTEM INSTALLATION. 2. MINIMIZE DISTURBANCE TO THE STREAM DURING CONSTRUCTION. 3. SILT FENCE MAY BE SUBSTITUTED FOR THE TOPSOIL BERM. 4 UPON REMOVAL OF THE BORE PITS. THE DISTURBED AREAS SHALL BE RESTORED TO NATIVE CONDITIONS REFER TO THE PROJECT SWPPP 6 TYPICAL UNDERGROUND COLLECTION SYSTEM BORED STREAM CROSSING X\ 3-4 - - \ X\ �\ X\ X\ X\ /\ MINIMUM SEPARATION • X\ X\ X\ X\ X\ X\ X\ X\ EXISTING FIBER OPTIC OR TELEPHONE LINE N NUMBER OF 34.5kV NTS NOM -METALLIC CONDUIT UNDERGROUND COLLECTION LINES VARIES AT EACH CROSSING LOCATION PROFILE NOTE: 1. CROSSINGS MUST BE APPROVED BY UTIUTY PRIOR TO CROSSING. 2. PRIOR TO DIGGING. CONTRACTOR SHALL CONTACT THE STATE ONE -CALL SYSTEM AT 811, 3. ALL ELECTRICAL AND DATA CIRCUITS SHALL CROSS AS CLOSE TO NINETY DEGREES (90') TO EXISTING UTILITY AS POSSIBLE. 4. INSTALL MARKERS S SIGNS PER UTILITY SPECIFICATIONS. �- UTILITY ELECTRICAL CROSSING 5 N T.S. 4734460 Pages: 199 of 223 07/12/2021 11:00 AM Re Fede$0.0 d County CO 0 Carly Koppes, Clerk and I �� ,I IIifiil M'" U PAPNillitliW01153 NTS a ,P oN y a O Z St • re itasil • • n ° 9i i in Z" • oil �• r mil 0 E a • J W 1 1' 2 Q O z a a 0W03=21 41936 flla PANORAWI WINO I I IArT.l.. p.F.l. M TREW I L. MARTINE/ A.'.. ..,.. ..:w.✓.. n•. - .. ww-.. au•..MMw•'Ova • 4..11....' Y •s MI•(•✓.•u. . • ... W•.1 Waal .we,, •:y revay..y^re N..a ✓ . r•1•.•. -. , ••v . REVISIONS u.1 •0:1 C'.w CONSTRUCTION DETAILS Oovl C7.06 e00M1I Poses; 1 el le •i•1N11g• M Cl M • /•,• elei N C!•1. 1•...1 CI, • .- I pe.s. e.11 CMI• CO irra st i►01�trl e47wt►n wkk • u COlicr.tt 7•04 - -I et r • 1M l J 1 f _I. • seL .r / • • I lam;� i ,, 1 • X ru ne • Residence ♦ Access Point Protect Boundary tp 11 • /r . - • • p• I • x� •Vf••ter•s, Lt•) NI ,CCf .toirif6ii ' 1 r •,,1..•1''� ,1,. I . Parcel Boundary Non.Paruopasng Parcel Existing Structure i;, J Twdne Sot) Fool Setback EDTownship end Range F" 1 Lauemo d — — Intermittent Stream / ,•' ',i••. t - - )A.--. w-�� 1 / • �' G • i•i 2M ��' Ttee ` I r r • - 1 I sigh 1 , n 22 4/ / • • i eAttire •tMtrn••• - ft4 I • I to • — Fiber Optic Underground - Water Pipeline — Proposed Underground Collection [inn — Existing Transmission Line 5 Foot Contour co frkMet) el; c0.rionS O 3 /O9 kW / 1 / r% • t • I Fn . r / is %t / -,1 ••I; • ,..: ^ .\\ ( ,• of • - 1�� !� r 11 i� I t� Wild Co•nh Recurred Tuxuns Setbacks S.tbW we sea ens enured by • S00 foal turbos bulk. • • Atw1. Ii 70• - J 1 r•••"T - r '• ,00111 ;111 1210 N•f - .'6.0[11. _ _ _._..• \ t , /- • \\ I ./ I \ �I I� 1 •--r- -� t l NI j 1 1 fi --/ ,• Nk / 1 tY(Ul/ rite inn lautooeccon .a_ • ,• • r Y. I' L/ A • I 'p \ r, • •• r • , /' ' ••.i h :it iii r iiiiit 4 Itifaig c la °a°VP:4 t °9 q4 °°ea��bV`°d°a°441' 4.444 �%��►�ip°�►•�V.VVV4 °V°V°V°VVt'VVVa��uV�►V�*V°V°�°V 4►NOa*�i9�bt►4e 4•b�°♦ r %Sit :St OSP te s°i►e°v+°°°.�•�°aa14:44: . . i NIS% _ - , • •-1�jer-.�ie� sees 1061: 1 inch = 400 feet 400 200 0 400 800 Feet 4734460 Pages: 200 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , kicrIVilliwiscishiNTA SecIb I) `�- 'T" t • 1 •I ) /,•' r , 1 V r ,• �• F n 1 / ///f/7 / • /// netri7t�'iTKO. i i, r ill ,G 1 ' ' ' t' i , Mountain Breeze Wind Energy Facility Plot Plan Phase 1 Page 1 of 3 Leeward Renewable Energy Development, LLC; Mountain Breeze Wind, LLC. Mountain Breeze Wind Energy Facility Plot Plan; Phase 1 USR19-0014 PROPERTY OWNER'S CERTIFICATION The undersigned map property owrler(sl do hereby agree to the SI. Specific Development //��Plan and Use by Special Review Development Standards as described heron this II Mday of NeWeigit er 20J%_. PLANNING COMMISSION CERTIFICATION This is to certify that the Weld county Planning commission has tented and does hereby recommend to the Board of County Commissioners, Weld County Colorado for its conramation approval and adoption this Site Spedhc Development Plan and Use by Special Review as shown and descrbed thereon this «bay of DinAlbe .20(4 Chair. Weld County Ptamng Commission BOARD OF COUNTY COMMISSIONERS CERTIFICATION This is to certify that the Board of County Commissioners, Weld County. Colorado. does hereby conlrm and adopt this See Specific Development Plan end Use by Specal Review and Development Standards es shown and described heron this day of De eeM6Br . 2011 air. Boardd of G i unty C • esloners o • ATTEST 'w/'A Weld County Clerk to the Board BY N ll Deputy Clerk 1O the Roam Dated 12/0 91019 gt(9 `J-09Co pc.ac017a •allei. al/An lrwfunn 7_7? ` ...am 1 \\ ' _ ,1 /- \‘ TI L \*\ ' i , L. A —`-1_� \ L \\\`\\ �` Vii` , �X 11'1 ¢ - - N , / '\ \ 'e�` �� \ \� \ `\ 1 \ \ \\. \':\ • \ \ 7-' ‘'...- ,'N, �.�"♦' .,r -x, ••.f•..1f.•f11 `,fififiiififef•fifififffiAt. •°i�i.if4. �t1.► ` ,••••• �•••❖••• 111•°.4f � of f f fff f•f i f f •9•iff4 ►•*4f•�►fiifia►filfiif4..• • f ♦ .•f...•i j? � ff f••••"!f?4ff•. '/•1f••❖1.1••❖1•D�..•f❖.❖•ff •; i❖'J•�•f❖.•4.... .i.i,.,►f0 �� ` \ ` — ) ) \� , -\ , M 10M , t �/ .J / ,s4- \" \ `� -i /' y \__ I I I ll_ ` J 1 I J // % _ I /7//% , /' Ij��l! ��'"Lik I r / / /4// / _ \ ' rf'rI/� ! J II I i ' � - ( � l ` \ _ -- -_ 4 J - , �' 1 \ "/ / /'1 ^� L •\` — ' t �1 t\ — \II ! \\ ` �� i `_, .1 �,m y1� a `� I ��J j k < . i i i/ a ; (' . '• / f , T' 4•, 1 f/ x,M (_� i (' ` ` /\ Ul ) ► 5• I l I I \ � if,°:, /-•i•+•i • iii •i i ��i�iii �=':.� i•r��•�•��`��.��•�� '4. G�� i'i•ififa••••:,�•��!�ai.4.• i i a i°�4ii°°o o its•4. *44 *44 ♦1..f.f1sf►"ii4 ••i41144 •ifii•fiiiiii•�i ♦....f. • �•i i i i i i! i•••°�•i••►•� • •oi i�!i /•i''i i iii`\••i i i iI. •ffieff:••ifi•••f••f•f�� cffff•Oif•••4•••f•••f••!•f•if�•fi�► i••iii°�sco�o�o�e�w�o�w�o�o�o�•�o�o�o�e�f�e°�°�•o°�°�°o•�,��•�•�►�'�i�if� ♦ffiffffiPfiffif�►ii•f•f•fiff♦�♦ff••f�ifUAiif�r ••i/f • �,I• i • i • f •, f f ••i 41 i•••f •O••••f f••••••f •ffi ••f f iC..f��•f••••ff fif•••� .��•f f••Cf.; Dfi•f •'••s••eb•�Siif•�•f • • • • 0 • •�0• • • •••• it, •••i•fi ►:��•�•�f�•‘� ••O4Vii••f•f•ffffff•fO.ff••�fff�f•••f•it�i`f•••ff•1to s%s 4* 440 • • IP 4' 4 i`��• * •�i i i•i •�;•i• i••••4•eo�••••10 f f. ♦. ♦ ♦ f..4 • • 1161* 4.9•<1•i i•••••f••w►i•••f••••f••••••�•i ** 4:4 •�! e f f•1•4.. 4,..0.0A, • •••f•4••1••••1• f f•*►•11•f f i•1•1•iif •f•1 f 1.- 6JJiA44i•41�.0.4�•s. .4..48.4..44i47c�� f A1:AA !,� •A.4.�.� �� .,.all:. �••• F• � �;�;4. �'�iii°ifi 44.411111X .►♦.1fife• fi•.?O�ige..e.1.1♦•f.f1.f•..f•.e.•.1•••...f•1 v 4! * •• ioi> ► d i. '�tjri�ii�•� ,• /4+64i, •iE••►fF/w11f• ♦••40014v,i f°e*•i'rfw•e•o•••••••°►••eo•eioosoefa°•••°•O••°•f••i°e°•°fOOo•°O•o•°•O•••i��'o�o�o�•�e�os'o�•� •f4.►0 ,.•••• +•/ i►i��•Rp'f•••••�•O•�•• ..V .t: •� '•'•��o• ••••••.11❖.❖ii0•4 �•�••�•+f,• i❖.• ❖.❖•f❖j ii❖if••.. %%%%,"••* • ♦ • 4 ♦ ♦ f• d►.....f♦ •ff f•••f•••��'•••i••••••f••••••••ff•••••••ff•••** •4•f►•f•f•••ff•f•ff••f•f•f••ff•fCaif�•••fifffi�f/ •••ff f•••••i•••'ff ' •ff ONfi %'• 41 ♦ 1... S • ♦ f• ...�*�.•O044 nar ..r \ \ - f ' , ! J I - / .� /r,/�r/ -�r. —= - 'mil "� /' r ' -�� ' , / 1 , , l r r /J / ,''' 1 11 , ,/ /, _ \\ 1 1 r /_ l s �" i 1I ._..._� -- 1 ` \ \ \ l //'- -- ; 1 1 '�1 I jj \ � I war+T—' -�" / ' Y /� /////72.;;----='. ; �\ / i�j� �1. .\-./11/ i _ io) \`// x'11 \ �%i / \ Ik\I I ` I t� r 1 1 I r \�,`` `\\\\ \ \ \ II \N I\�\�� i:��1\ 1 1 I \ K1 --\\ ,1 _,;/�\ , I! lI / / i I \\ l ^ -- a..fy � _ \ —1 7 Qr. , I ,� —,1 ' / )1,1 1`1aµ 1 I� \�c„ , iii,o i 1 \� ,... \� ✓� 4 '\. \,--,:-:,--'' 1 ) li 1� ` `, �1,\ 1 I ,\ I i /= 19M' ,, i I ,,, lJ v� I ( / I r � / I i ( ) / ' Imo\ /// .\ \`\ ` r1 / ! 7 a i‘ _— 1 J e.n ,� X Twen. 73 pa. Bdntlary — DUWAnCar Path — Fear OPUCUnerycrne t Baadenee ® Non PreopeenoParce Local Road "— were Plpaleo • Access Poaa ® East ng6lndvn Amos Roes —mme[pa UntlergrePrq Cabal. law O Ra'tlao.Mf' ry , n Tubna eaefool &Wap — Easement -- CCEnron)Tronmlawas Ob Tcenp end Renee b IaPenEmmy — Enp Fein— 5FcolContrrr O Wean — — bleb dent Swam — EmendPaane unlace heo.e.e,Tr.N. San, sr rweb��ePrer.vr 'e Cr'`"w« � ' �` p01a� n N 1 inch = 400 feet 400 200 0 400 800 Mounlab Breeze Mod Energy Facility Plot Plan Phase Page 2 of 3 1 i 2e A-' •?== — Feel 4734460 Pages: 201 of 223 07/12/2021 11 00 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County , CO WV' Di Pg Neil ,III Leeward Renewable Energy Development, LLC, Mountain Breeze Wind, LLC Mountain Breeze Wind Energy Facility Plot Plan, Phase 1 USR19-0014 PROPERTY ONNEWs CERTIFICATION I The mdenlanedn,ary property amen.; do hereby Wee. tee Ede Spam Dewlap...Planen Plan d Use by Sp.eiLl I ReviewDevelopment StandWde scribed x0 SI nature` PLANNING COMMISSION CERTIFICATION IThN Is to Caney teat the Weld county Planning commission ha, Periled and does hereby recommend tome I Board of County Commissioners Weld Canty CMade roans conf ahon approval end odopum this Si. Specific Development Plan and Use by Special Review as sham and described therecn Ohs Iday el DU/Ault" 20 19 Chad Wald County Planting Conenlsabn BOARD OF COUNTY COMMISSIONERS CERTFICATION Theis to candy mat the Board of Cobh. Commnslonnn Weld County Colorado does hereby confab and adopt cols Sw Sperm Develepmenl Plan and Use by Special Revere and bevebpmenr Standerds as shown onadesptCnd heron this 3L.. dayo f lncP.MhPr 201g_ a Board el Ce •ny Correll I ATTEST ,,, a s( NNd Corny Clerk tome Beard Br %ham .4 /1/ Dewy Cb,a to the B en Owed JO /oq/On19 LOE41'YIIi4kMtfGAI�1YLRq%kX6M III C A,/ r /fi�l��\ /r /• / /I ��/ .�-\/, ii\\al %= \\`i� :9i,,,:\\., t j`°�\ I {yy�� ` �11V 4, `;\ \, ''t �; _,\; L'-'''' '' \\1 I i! 1 f y \ 1 V V\/ / i! n TM l 1 ! : �, / 1 ` • J j � \ i I \ - / P \\ \ �a S ! / ,� 1, i ; �� ` - -ems i V I I \/ I. ' \,\ \ \�\ ��F x61M i \fi S\[,%%%%%ii��°��•a�iss•!i•i�.�i�%%o••a• I , c\ \ t\, /' \ I ' / 1, t I \ \\ '\ / ` I' y \ { I 1 ` \ . l ', \ \ ''►i•••••* 7 ," .4 4 • ► Rif ►U n; r•U,1Ii4.••!GG•i!•41�i•�i••i•J•Ciii•iiiiii r • • • ••► 4 •• yh • f• •••V.nO•W►••0*(44fON►�9•••UG••••••••••G•4��••••i!••iC�•.••••••1••• ( ►•14f♦►AI►r7•AiU1►f7► ►�I�•►•••G•. R►o•.►1..•••.4.14•..••••••• .� 4.4U••••4••ii•iiif l .•UI/I;►►i1.•.,►4•Iii►f�►n1i�1••••gi•••••••f i l i•1"•y'I ►•'1'►•i'•'' I �I 4 ►o�ii►vi iio �'r I O11.••••• \ Atop ... i i i•�•i`�i ovto,o!..i�•O.•OOiNOOOi'o�r•ic.oi°.�> ��NU►►4�0��/•••U•••••9•••••••Iti %--- - -A--• !4�i-4—4t.!.•.r•o..s..� ,4,.•�1•i ►i • • y° • !••••••i�•�•�:�•�•� •i°i•+4• i i • •••••�'i�•`•••G••. • • i • • • • ••!••••1,• '••f�••••••• ♦♦ •,41 •i` •••�i➢`�.,•• + ..t•tom. .:•..... •••4 t• i•i i•••f • ., ••••i••4,,••►••se• �•• iii• 4 ••• ♦ •❖• ii••••ii••••i••••••••••••i•••••i!i'�.►i•••••••►•�►••••••• ••�•••••••f I.•'w•i•••••G••'••�••••;••••••••'►•'•••�•1•••••.-.:.. •f••••••• ♦ i•.•..•...o.••.. 2 •••...••c.❖••:• ►•••!. ••••••••Q ro * ♦••1.•�►•4C.. • ••••••i•••••!\•�►••i••• •�� •••••••••••••f�•••••• �\••• ••••i•9••••°:•i'••i a••i••• i i i c•••❖i i•e i i°e••. V N•i•i a' i oia• •e•o i•i a .:•. •..; ..e.4.• •V•.•• •44 i�8.d•a`••i •••�)•••••iii• `• r`iii`r4.'•'•��••••• �•�••�o�•{�•�44:4,ii r►i`o i°P• •i••`•�•�•�%%•�'�io°a°ski •i e i�•i �•i iO+�••ir• ai``i•O.•o•Oo•4�•♦ fo•i•oO•ii``iii i❖••i i1i0o•4.0• i �Z••••f�4�4N��t� •••i•O••••ii•••••A••i►i fs eft* r► 16.4401". n.., 4. s��tca�.,►_4 w-•- .t.. . i -tea ' — n _ N \' --' I-1 �, `', \ ' \\ \ ` \ / ..1•;, .�,,,,', _, �i ,� ,;,,_-__ \�, ! Ai; ),,,,/,//lii!,‘,.- k \ , tr,',:,(i' , 'I); !, / �. / I ' \ 1 i /i . 111 ' 1 \ \ I 1 \:2_,„..„,\ 1 /�, (- -,, /�/'1''/1;7 '\�\X\ "\` \,'\ ( \ `\' \ \M f \ V' , te '//` _ 1'� l\ 1 \ii ,' 1J \ \ , \____\\ \�\,,\ ; (,K, I � t\-,—...-„,-,—,\.\\,, � Ill , I /'1 Yi J ' ;\ \ C, \ I\ \V� ./ , 1 ( \ , ' — I I (L �I \ a ! \ _ I r \ t 1 , , i i y' (,(`II f�' - I ', 1 I \ y \\ 1 ill i ,'� ` t\ I l ; 1 ' VII I1 I /�' - I I ' ' \ 1\ 1 X ISM \\, `I \ \ \\\ 1\\ i 1 `i \1'1`1 L111\ C \ % / , / , ' ` / I I 1, `r • V IJ(16M \ t l _ Vlj ,t ism ••. ��{.� )� y/1f \ \= 1 .. ' } !, \ ml 1 _,t -------:" J fIv 1 I 1 k '--1 i I J f -- ^ - — - \ ,r.1� / / / 1r. / / �\ - I -. `I /) i ' I ' J l `' I / . / f(/ 1 I e^%—�� J _ J \ X TamaParcel aaMay—DIWAmhad Path —Filer Oa. UndRpm. • Residence ® Non P.:1,CMParcel - LOW Read — Yanr Pnpebm • Amen Polo ®Ealata36ecMe Access Rood—FtnPoRn dnadgrwen Gatemanline O ProaO BOW."Teane Silo Fool Setback — Easement..-,— Fining imnPrvxun lone lmn chpatl RangeP�' taawen - - Eeutrg Fence - 3Foot Cenlew Lj Section — — Intermitter, SVatm L— Ennhg PIpMo WbCcp0aa■ea Tub^aet elm °e1 ti p 'r �•' •••• ".'..4."*"" LW eormue + s .b • N 1 Inch = 400 feet 400 200 0 400 800 ' Mountain Breese Wind Energy Facility Plot Plan Phase 1 Page 3 of 3 eft a - Feet 4734460 Pages• 202 of 223 07/12/2021 11 00 AM R Fee $0 00 Carly Koppes, Clerk and Reoorder, Weld County , CO Leeward Renewable Energy Development, LLC, Mountain Breeze Wind, LLC Mountain Breeze Wind Energy Facility Plot Plan, Phase 1 USR19-0014 rI Tin undersigned major property martinis) do hereby agree to the Ste Sonde DevesspmnaPlan and Use by ' Spend' Renew Development Standards es dabbed heron Ids L day of AIOa e►■iber 20_11- 6kna�// SI�m 11•^ AIL PROPERTY OWNERS CERTIFICATION I PLANNING COMMISSION CERTIFICATION TMs Is Is ante that Pb Weld mlmty Plarmtg csnmbslon has mended and clams hereby recommend to the Board al County Cmmmsdonen Weld County Colomda rugs cunt Alen approval and adoption this See Speedo Development Plan and We by Spacial Review as shown and defamed Inman Ws jM-dayal TYfMRLW 20 Cher Weld County Planning Commission BOARD Of COUNTY COMMISSIONERS CERTIFICATION This a to canny that the Boma of County Connnlesbnan Weld County Caorado does hereby confirm end adopt this Ste BpenNO Development Plan and Use by Special Review and Development Standards as shown and assailed heron this 3de, of (lecPnnw- r 20j1_ ryvr Bwnd o only olGf/Jsn tr it• of C only Cem sslpnen ATTEST gra, rdL- •j Weld County Clerk to Ole Board Deputy Clerk tthe bead Dated 11/09/19 VAC! Yii ltIVIDAw LAI IrRA WI I "III iol(t,b 411,7filif INK1t,Titillars4 ill ,.rI\ ,.e\ \ .1;, , \ .„ \ /r /' / ` ` —.--. —Xr - i tit%� f �„ / --- ' \ !.,, ' --- \` \ \ I l / 7� 1\\\ \, \ \ I 1 }}}� -%= 'r�., \ \ \ ' '.' //y+ , ` I 1 i 1 1 \ t' 1 1 V l\ i / ma ma \ `\\ - — . /' —� 1.N.1 \ •••-.--7.-. / AS ,� \ p2�. / •/ / v' / / \ Rv t \ 1 s '2 t\ I \ \ 1 \ 1 \ i , i / / / `/w /I/J' / � l • �: —k'd k 1 1. 'F "`"c \ \ 1 ) I / ) 1 / /iv//i,--'" , + / /I/ //; / /� %- d'/ � I (- \ i /((//, = `AAAAAAAAAAAAiAAAAAAAAA \ \ J � \ 1 rj�m I / �# t� �/ r 5M, l ' �, ' \ , ', \ ' j \ \' ' ', 1 \ y' i \ i — `-- \ \ °-' 7 . % /`,'L-" �a5M„ (+ x 1 \A•,A.'•,=.QA,•,A,,A,•,•,A,.•A••A•AAA••A1 e rf- \ / 1 / 1 \; \ \ �I f ` 1 I f, {, I(I' I y. �I7AO/A•A•••i•A•iiiiii�ii•A•ii� Jr ` Y 11 i�i�A•�A��1•�A7•�ii�••��•iiii1AAA•iAi•••i•1 I •••1•A•i�►��•i �yi•••A•A•i•A•••4•�[b•••�►. •AA♦ ••ioo Z I •A•••• IpAAA iAA•A•A ♦AAAAAAAAAAIAle 1P;�aao��•i ♦A ,•,•,sA,AAi�••A•', ♦AAAAAAAO•4,4'. I •AAAiPAAGAA• 'Z•AA`�AiAAiA,•j,,,,,,,411' ♦AAAAAAAA.AAAAAAAAAA4 ♦AAAAAA•A,AAAAAAAAAAA aAAAAAAAAAA�AIAAAAA•AAI ♦AAAAAAAAI jAA•.•AAAAA• ;O••<'�i417•457A•••iii•iii•A1 I!ltiID,•4• A4�,,•,••AAAAAAAA•••�•A•1•••A•••A•A•A•*4 ID, •4 I •••i�DOA''OO,••OOOO,•OO••OOii4 As•A•A,'••A•A•A•A•A•••A•A•••♦•A•••A•1•A•A•A• A•\SSA•A��A•A•A•A•A•A•A•A•A•A•,4,ApA,•,A•A•Ai •AAAA••AAAA•AAAAAAA•AA ♦A•AAAAAAAAAAAAAAAAAAIs AAAA• ♦ •Xt `�iAA•iiii•••i•�•i�ii°••iiiiiii•�i o•AA••••••A•A•A•A•A•AA••�i�A�A •A•A•ZAi•A��►•A•A•••A•A•A•••A•A•A•A4A•A•A� �•A'•iA••••►••••A•AA• •AAAAIAAAAAA•A•A•AAAAAI-- s ��•'•'A'A��A i•••••••'iA•at•i•••••••A•••••1 ••i•i•A•i•9•iA••1 S.'i* A•AACA4AA . �4i•i�i�i4,•,AAAA•A•p+►�•AAiA•Ao1 e•ri•••��6•A•C•••A••••AAA ;1 :AAAA♦ ♦AAAAAAA•A0 A•A°Ai•i•i•A�1ArA,Qi1 AAA• i i i•�•i i •iii i'►, 4.•••AAAAAAAAAAAA41 •AAA•A•A•A•A•A•A•A•A►' •AA•♦ ♦AAAAAA4/ ♦AAA•AAAAA♦ ••AAA �AAA•A•A•A•A•AA• • , AAAAAAAo•A•AAAA� ♦�OAAAAA•4AAAAAA•♦ •A1AAAAAAAAAAA •I A A A A •••AAA••i •rl 1 \ \ M` l \ F \ \\ I /' / / r I / / I , \ . ; 1\ Ir � I \ 1 1 \ J { _� / ( 1 + I 1 \ "."®f I ) l w. - -- . , \ % ` / geM - Imo\ / 1 % ` I \�� f ' — J / / / / I GTM } I / r `' / 1 , �` , 1 X Am. '] Pena Boweere — — worm dam&ream — Exam; PmM! — — .Feet Canino • RNOenn NOrPenopesnOPorcal �or8$ an Pam —Feet ® Opd Uneerymud • AeWU pew ®&mop Shave — Loral Road —W., Mp°ene 'i Tmbnaiao Fool Balboa access Boed .--n �ProraeanaarT � wefea uncerpoune caraon Late O Trope. and Rome3f] Sube.lon -Easement •• Proposal Deemead ransmedmlan [� Bpdan (,�J uLpednd --- Ed,my prom •— Ear np rrenmdesen Lmd vWdaenrev °n'M sons' 0 °^P n ��P>n..e ,e ur e'-r�°-n',"" a` asewnseo ° a e00 N A 1 inch =400 feet 900 200 0 400 e00 Feet I �,1 r; I (' { _ , ,, I r+ t1 o R� I . P L.' Fr ` — - Mountain Breeze Wind Energy Facility PhaPlot se Page 1 of 3 Page of 4734460 Pages: 203 of 223 07/12/2021 11 00 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County , CO III rid till III Min Ai tM t!Lih r ®III Leeward Renewable Energy Development, LLC, Mountain Breeze Wind, LLC Mountain Breeze Wind Energy Facility Plot Plan, Phase 2 USR19-0014 PROPERTY OWNERS CERTIFICATION The undersigned map property owlets) do hereby agree to the Sir Speate Oevelopmenl Plan and Use by Speoll Review Development Standards os described heron lhla eday of Alol/eMber ao�"�%C/A��,�// signawre / y)alohne PUNNING COMMISSION CERTIFICATION Tim obscenity Cr,,, the Web eeuny Plam,ng commlealon has sanded end does hereby recommend to the Board of Countycommmmners Went Cony Colorado too es tour Alen approval and edep000 thla Sae Speak Development Plan and Use by Special Review es sham end desobed thereon Inge L -day of budPBra 20 Char Weld County Plennbq Commission BOARD OF COUNTY COMMISSIONERS CERTIFICATION livable only the am Board of County Commissioners Web County CObrede does nereby cordons end adopt thls See 5peoflc Devveb�pmmd Plan end Use by Special Refit. and Development Standards as dawn norm end described nolids�.day el M CPMLvP r" 20B — heir Board Cl Co Comm ATTEST eagc.k, £[ Jr°3 e Weld County Clerk to tho Beard Deputy cwrk to the Board // Doled J, /09/19 gmeg...t:ise :`e sabn`»v,+Uwsuwatatwr)igutlu nn ''27M / Meteorological Rarer l` la...®. / 7"-fffyy I+I i'/ JF )'' / /M` I 'I \ _ '"'9;M r 1 _ iJ/ — \ ',f I I I \ I ( 1 I 1 1/4 X rw.. �tv.awmy — .nnOSPM. .—W.Poem O t..raadeem toga 67.2 Nea rw,..aneel - tear,,. .._ PAMeltaneaowtCWaata. ♦ a..... E=,. E.atase<L. Ems.. Rasa •••. Aoamn awaked Deem.o.Um ♦ aaa.PowTot. tmraeseem--- Fs*. r— e0W, inersa.setm QPm.apare., _7 s.aaseefl r.,ep is,. srmn.e. I=I mewa. Repo T• ...Pe.tub. Pt..n e d.. - - pam.n e, IS 0— F ee naa daavaee / \ youprr.tn.,.ar.a4... =ISO les MO" Mae.PIS SW tat lamaIngert. �'"'a 10 A es - 1 inch = 400 feet 400 200 0 400 800 Feet '42M e�X Mountain Breeze Wind Energy Facility Plot Plan Phase 2 Page 2 013 4734460 Pages: 204 of 223 07/12/2021 11 00 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County , CO 1111 k'r014,6M111i 1111AP AliiVirlig 11111 Leeward Renewable Energy Development, LLC, Mountain Breeze Wind, LLC Mountain Breeze Wind Energy Facility Plot Plan, Phase 2 USR19.0014 PROPERTY OWNERS CERTIFICATION The anderttned major property ownerla) do hereby agree to Um Slle Speefn Dnebpment Plan and Use by Spaded Review Development Stendants as described heron Ow 11 Mdayor Aloyem be.r 20 n_ ar.a s4nawre �i PIANNINO COMMISSION CERTIFICATION Tlae Is do caddy that the Weld county Punning commission ha. Caddied end data hereby recommend to um Beard el Canty Canrnlssorera Weld Ceaay CabanA for de anlmsdon approval arld utopi n Una ere Speak Oevebpmbd Plan and Use by Spaced Review is Mown and des bed Metaon the( Uay al Dtf...... 2011_ Club Weld Canty Planning Comnleslen BOARD OF COUNTY COMMISSIONERS CERTIFICATION Thn db aridly Sal the Board of Canny Commissioners Weld COW* Colorado does lerebymnfam and adapt rah Ste Space Development Plan end Use by Special Revlon and Oeaebpmanl Standards as Bea. and daunted heronrob idaydne ce other 20f_, ATTEST *y r♦a� Weld County Clerk In N. Bead ! BY / v Deputy bor Oatad 12/oe/J-o14 0 A' pax- ® N41116iusroAiIJyN 9JRvN,,E B 1 1 J /1//,' , /' • • LI } / J2MI i i `" -'-''.:,>., i1 \ J 1 - ---�-- _ \ am inn\ • 9 l \ S \l I \\ \ \ \\ `tl'e \ I\ I } '1''''''' "-----lis A 1sA d \ ' - - r ` — 33M �tiy;l2 /Mee, Iriu` \ � - X Turbos PeeN Won." — — Irroe,lnent St earn — Eflswg Ppro, C Cetera ® Norpn,opaugWae, — o3CNMedal Paul — Pm Coll uronpmb ♦ Ameba Pon' ® Ens., Swam tout Road +—Vain Pieetne Oryas Boundary ^� T«bee Wake' Seeman Access Reed -- Proposes Unde a*Cellecem line Q b care end Barge v e J Sulk.. — Eason. Pnpasea O,a has, Tnmmisem lN. =Serdan / torwPano - Salters Fuca — Easing Trelom anon Low - 5F°Meadoa .war Co, e.a... Tub. Feet. won vA twr4•N rw P� a w, wy emwtw., r,. i° 4734460 7 3 24/2021 11 Pages. 0 AM a R 205of $0 223 Carly Koppes, Clerk and Recorder, Weld County , CO VIII l��QiiA 14iyrl It l }� N �� i t Ii4LIVJW t 11111 Nrw 1 Inch = 400 feet 400 200 0 400 800 Feet • • - t � rr i is 3l- i s 0 1 • Mountain Breeze Wind Energy Facility Plot Plan Phase 2 Page 3 of 3 Leeward Renewable Energy Development, LLC, Mountain Breeze Wind, LLC Mountain Breeze Wind Energy Facility Plot Plan, Phase 2 USR19-0014 PROPERTY OWNERS CERTIFICATION Tree unaereyned mapr propely ab ner(s) do hereby agree Ia the See Spec. Development Plan and use by Special Renew oeveepmnnl standards as described heron this J day of ,Uotfeapb er Sign PLANNING COMMISSION CERTIFICATION This 610 caddy that tM NOW aunty Planting Na'om4eon has �.0 and does hereby ',commend to the Board of County Commeslonan Weld County Colorado lads connrmetion approve and edopilo, Ns See Spenfc Development Plan and Use by Special Revler, as shorn and deserted thereon We f'10bay of 4ttuwkr zoL Chair Weld County Planning Cenumifbn BOARD OF COUNTY COMMISSIONERS CERTIFICATION TMs Isle candy nut toe Board of County Corr...were Weld Carey Colorado does hereby cord and adopt inn She Spoofs oexropmenl Plan and Use by special Renew and Development Standards as horn end deserted heron this St a, j]Pce Mker 201L Board of C • my Co 'Slone Ants &c Weld County Clerk to the Board BY N Deputy Clerk to the Bead Dated !3/09/2019 IlmF4A7MPMMIXA INWIIniGl.1i Ell /I /-'\ I iIi' .-,i. I r I `I `\ lam."%}' , `- ! �� \I ; ' I r\' _\ Ill \ `\ ), I 1 J - if— -. - --t��- \\N '. ,\,V,1 '/ ` / - , / r,, l``,\�\I I I \ r _ �. !'' ! , . -- / III ,\1 '1 ` I1 \,- ` /I ��\ \ \ t\'\ ' `,'I - `oars _' Y I 1 i ( K — --- , , / / , v �v , �\ n`\ \ _1 \ , \� III 1 t\ \ I I I I ` \ \` \ / -- , Ir /a .',' \ -- \,\\ \ \ \ ) \\\\ \ \ - __ i `\ \ , l \ �\ \ \' - ; `\ \\� \ \ \\\ / / _ - ` _ — ._ Jr ,) , I I 1 7 _ `\ " l 0\\\',, / /' I ( \ il / •. \ '.. l N• '\. �/ / /T l 1 ( ! I I `\• \ / ,` I1 \\ �. - I \ ='� , r-- \/- -- I �\ \ �\�\\/ ,1 N�{ ssM'Xr, \ / \ \\ ,C-,_' I , \ _ \\\ \ y1 \ \ \\„-,,,. \ . a / �\ I / , / \s, ., \k .../ / / ....X / ),' \, \ ,s, 7' j ``\`;�� _, / sJ , 1 I \\\ x I 1 ('`( I ` .___ r-:❖:-:�:+: +a; +♦ \ - - / / ( I - r , \ \ \ ' ;I k �, /l ) 5 ' - . w"� \ - _ r r 'v asr J \ ` �� -- ` — ` '1 f / -- -_ _ _ - 1 7 / / , --_,, . W� \\` / - -, / ! ll I / 5 Fl x2t" ........-1--- r r \\\ -t \ i it // - —'— i — - t�� \ \ '�� % t— �'' III / / -- / I II \I I \�\�� `J la.a. ! _ //( I ; f r 'lam\ +- sSl- _� r /„----__ �_ zp�l_ , - .,',:7221:12-.".. x Tama � Pomo, Boo -Way Dedu*nlnoal Pan — Flb,r Optic Underground ♦ Resd,rc. ® Non P05Welmp Pm*, Local R0.0 — Water Plpel no ♦ knees Pont Casting Suucnro Access Ram ® un re Proposo00.,morundCohn. Ono O Pe4005wquy �Twmne S00 Feet BalboA— E.semem +—Pra00000 underground Cohn. Lbr. O 'roost,'" and Rano. Lis lar.Naea — Salvino Farce -- gasser's Transmission Los OS.den — — InlumeenI See am — E,I.Ino Realm WYtleernYR aaa nuts. Vasa . dT,,"'"."7:;,:=,,,7.,":”" ^�rwe=,a.. a, ,ae,,,,,t or.. N 1Inch=400 feet 400 200 0 400 000 — r �rr,. - I w•' ,rl Mountain Breeze Wind Ene Feel ty Plot Plan Phase Page 1 e14 rlai — I 1 1 T 1f • o_, -pil, ` ` I -.__j ."Y+ —r —s- -- d Font Contour Feet 4734460 Pages: 206 of 223 07/12/2021 11 00 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County , CO Leeward Renewable Energy Development, LLC, Mountain Breeze Wind, LLC Mountain Breeze Wind Energy Facility Plot Plan, Phase 3 USR19-0014 E PROPERTY OWNER'S CERTIFICATION The undersigned major properly comertsl do hereby agree b ma Saa spedllc 0evebpnent Plan and use by Special paNew. Development standards as ae,olbed heron ml, II day of ho bc.r 20 stgnaiur PLANNING COMMISSION CERTIFICATION Thls IS IS caddy that the WYd crony Planning eammbslon has ranted and does hereby recommend to the Board et County Commissioners Weld County Colorado for be confmation approval and adopum O. She Spectre Development Plan and Use by Special Review as shown and described thereon IN, day of r600. slap 2Djy_ Chat Id County Planning camrdesbn BOARD OF COUNTY COMMISSIONERS CERTIFICATION MB Is to carry mat me Board of County Commune,' mid County Colorado doss hereby confirm and adopt ma She specirc Dovebpnxm Plan and Use by Spero' Review end Development standards as shaven and desalted heron lads y, day of nece M y,a r 201 iTp nil i<,1�17. air ah Board of C my Cam ',Vona,. , r Web CountyClark to line Bond ---.— . BY 2;1,...,4N •/'^�'��J� -- ClererktomaBaarE �� Dated Iar.g1 .,19 III NUNN HAVIND14 HMO MIA ®l �� i soave ott lswllrtbultuueware rs\ `� \ ,s. `..... \ SEM I 1 ' ` t, , I \ 1 IA l ' r" / -• \� — _ ---4 \�N \ _(• )I c6SM') I'\ ,gin , �, \ 4 s. / s,� est AIM \\ i`\�`c� • 1 Vv X Telma 7] Pamolao.a, 0%ban ed Pon — Rear Opm Underground 1 Res dance ® Non Parsopsung Parrs) 10001 Read — Water Plpaane • Avon Pearl ®Prising SWLWre Access Road --e. Proposed Overhead Ransm .,on Lire OProject Bawd., = Ta50050O Foal Rebate —Sesame. — Reposed Underground Collodion Une I= Taman nand Range L2 I...Pond E,istmg Fence e— Existing TnmMason Lino Sedan — — INannden, See am — Existing Pipeline —• Spool Contour W.etude Raaa M teem sewn,. 500Mlm P areM.m1re rda, NUwreq weinar ° apar.e aWan as Wen. wed eeee Weal* lade 4734400 Pages. 207 of 223 07/12/2021 11 00 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County , CO )III MNIIIM' alt ICAIVa LAI N'.Ii i 11111 I � ) I I 1\\(` ¢�01 1r\{ \ 1\ 7'li) /(bit/Y !!! X/ sl, 4 SBM.' --1-\ o i{ 1 / �SBM ! `,j 1I \S `�w�Yl�ie' / ))1 , - N ,�`r 577IM1 ) \ - ---- J A 1 inch = 400 feet 400 200 0 400 800 Feet Mountain Breeze Wind Energy Facility Plot Plan Phase 3 Page 2 of 4 Leeward Renewable Energy Development, LLC, Mountain Breeze Wind, LLC Mountain Breeze Wind Energy Facility Plot Plan, Phase 3 USR19-0014 PROPERTY OWNER S CERTIFICATION Tee undersigned major poperly amens) do hereby agree to the Site Specific Development Plan and Use by 5el pl Review Devebpment Standards es 0,5010ed heron Nis Il FA day of /VOVeMb eretilIsores Slpneturo SI lure PLANNING COMMISSION CERTIFICATION TMs Is to ceNty Martha Weld bounty Plaramg c mmdslon has cenEed and does hereby recommend to the Board el County Commissloners Vkid County Colorado for Its bonRmlmdn approver and adephon the Sole Spendo Development Plan and Use by SpeNel Review as .hewn end 0000lbed thereon this jµday of DUo4Jdl xgj9_ Chair Weld Canty Planning Commission BOARD OF COUNTY COMMISSIONERS CERTIFICATION This a to Candy Mal the eoael or County Cemmhslonors Weld County Colorado does hereby wifem and adopt this One Speedos Development Plan and Use by Special Review and Development Standards as shown and dee0Wed heron Ms IL.:dayof tracery loCr x019_— he4 Board or Cofinly Comdusalonon ATTEST 51E(.k fo nE Wald Courtly uClerk to the Beard BY 9k -//L/ /y Deputy Clerk to Me Board 3" oared J7/eq/ Ol? mil n;lb ack valbvlrif*wranrl =-3 Pnrgl Bemdary • OllWNelrinlpalh — Fbnr Opde UMegound 4 Reedent0 ® Nomnsmoyoog Poeet Weal 0000 — wale, Pedme • Access Prom ®-��]� Emory Simons Access Road ••-- Proposed Overhead Ttensmuson P+_Line OProject Own., I Torero 500 Fo08,0a4 —Easement •e— Reposed Underground Coalman Leo 11i hlpa.d Range Fa Wep°nd — Eeesang Ferro i•-- FAnang Trarsnussan Una U3 Sefton — — WIerm Cant Svean — Ee erg P,tdoe -- 5 Foot Contour I r 1, / / \ s, , I J ( k ) t \ I _ \ I t/ \ l JJ �� r'— -SgM'' ( Jf j t �, ;/1-1------ - �r j x / / : 4 \\I 1 '% \a �r - \ —I� 'III\ r a , � Beth / \__ - - !)21\i,� \ /III / I ,_-4"--V T_ d�v '. a✓ — i N 11\\c ,� =-\1 \ — / 1��%,\ II \ , \\ / \ / :2\ f '1 _ III \• _„/ `:;� � \ \ = I �f (/)\ \•mot �r q\ /' I \ I M00 s:: Inv ° eaePrn. Mt vex.p1°rs°�o rm wv0d M! v° A 1 inch = 400 feet 400 200 0 400 800 Feet Mountain Breeze Wind Energy Featly Plot Plan Phase 3 Page 3 of 208 of 0734460 /12/2021 11 00 Pages. AMR Fee $0 003 Carly Koppes, Clerk and Recorder, Weld County , CO 1111 ��Qil�ll��r�4�dl�'r�l�� W1 h6�ll�e likitkilik II III Leeward Renewable Energy Development, LLC, Mountain Breeze Wind, LLC Mountain Breeze Wind Energy Facility Plot Plan, Phase 3 USR19-0014 PROPERTY OWNER'S CERTIFICATION The undersigned major property owlet(,) do hereby agree to the Sde Sperm Development Plan end Use by Special Revco Devebpmee Standards as described heron Ns er)Jove bar 20_O_ SIgnatum Medan IIVAL. PLANNING COMMISSION CERTIFICATION This u to dedey wade, Weld county PMnnng commission bed candied and dons hereby recommend to the Board of County Canmusimen Weld County Colorado for Its noel -melon approval and adoption ISM 5de Spangle Development Plan and Use by Spa lel Review as shover end described thereon Nis "day or dbfuwbe 20_0_ Chair Weld County Planning Commission BOARD OF COUNTY COMMISSIONERS CERTIFICATION This Is l0 corny eel lee Board dcouny Commlsolwten, Weld County Cmoraao does Raney mnnrm and adept IRIS See Specelc Development Plan and Use by Special Review and Oevelopmenl Standards a, shown end deemlbed heron thisyday of neceMber sen_ r /A le r4 of only CammMalonn, ATTEST e�(� Weld County COd to the Board .rr BY /'Deputy Clerk to no Boatel Dated 13./a4/p.o tot :- trt� FastrttW sidi N0I kitrasoil141E ♦♦'♦J♦�.'��♦'J'♦ ♦J V^ ♦♦►♦♦o♦♦♦♦♦ o°►� i ♦♦♦♦♦♦♦♦♦♦o �O�ei'♦'♦��i'A'♦�'''�►'♦'i'�• �Z♦ ♦'!'9�♦'Iii♦�►'�i♦♦♦s►0 ♦ ♦♦+♦AA♦♦♦iA4.�!iNAiiii♦♦ ►.♦ `a'♦Ai'i'i� �t'i'♦'i'iA►i i♦ a♦♦♦♦:►A ♦v b♦♦♦♦,ham♦�►i•i♦ „ ........ �,;.. ♦'♦J.'♦A♦'?'Ow♦'♦' ♦►♦'OGS �.00❖♦..� .,.....�1�. ►�♦:'�'�'�'i'�♦��i0'iii'''♦'''I��ao°�',��►i��i♦�i ►..♦♦♦♦♦♦♦s♦♦♦ ►°♦'O.''i'o'OoO'i'i'♦'O♦�►o ►'•Sri''i''i'i'O�o�'a'►��l��1►♦�♦��1�0♦''�♦O♦O'♦�♦?��.,�� E'��'♦'��►'J'♦'♦'♦'♦'O'♦'� tr�i♦ ° IIL♦♦)♦��♦♦1♦♦��♦i''''♦/ � f sbi►♦♦[^I♦♦♦♦♦♦♦:►o'i'i�iOAi�►z♦e3 Y , YIl1 Yrle♦♦s♦A♦ i�♦+'♦♦►♦♦♦!�♦ O•� h♦►♦♦•.♦a♦.♦♦.r.�iii♦oiOi J♦♦♦♦♦o♦z♦o.♦♦ii♦H ''Osjjj4♦♦♦♦.�♦O♦��♦♦h' ♦♦♦♦i/ ♦♦ri♦♦♦S♦♦Pi.Il ►i'4!i"ryi♦n♦H'c'4'4'ia,•o• ♦ ♦ ♦�♦ ♦ ♦ ♦ ♦ ♦♦♦:►H♦♦♦ ♦• t.. r s.♦♦♦tutu. ♦'��♦'t�►OHO'♦'♦'♦'O'i�j♦jj♦yiiJ�@i4�l�A�♦� ►♦tutu♦......A..♦.0. • ♦♦e►♦.♦♦o♦♦o♦e F �i�•i.0's0'��ii�o�'�os♦�i�000�i�o� \, �\ \ '/ \\ " �\" 7' .-� — ., \"\...,.1;•-s 1 %\\,.\ \ •-/ —_ 1 :Ai'''. \ _ / I, t \' I \ -� \ ' ,I \ \\C o� 1 Jl 26 ��\1� , ��' -• \ \\\�\.: ,,. `-� ('-, -- t \ --- _ — , -\ / I J \ < •' it �- - _� (�\" _ l i r �r r — \ \` 1 1 N_ - J r , , r J� / ,., ) ' A'=; / (� \ / °,, % /---- , i �\ -' :7, ) \ " '� — I ,j___4. -------Z--\- f" , �., �_ - -- )2 1 if js l \ _ /' / / /'/(i \\ _ _ = , / G'/-'_`�( `..\�—� , "/-J/ JIi.\_J r„,,,/, i ' — _ `< <, :\\ %r ' •Y1 , / I.,'1 I rte` I --. ) t, \ \I6,(- Il ._ ' 1 `\`�, - :�` � ; -;III/ '\, -, ...-- 7: --- - "�' cols. em, " \\ ..,tow^ - ` _'\ — 1 , --- M ; __ — • / r = > > ,",`•_.\--.:_--:, ,--•"'s.,—\\, i\ / _ y'' %/ :c-. _/i` //I 5r))/,'"),/-=';772-'''.- ,'/// - /----.„,-/, //, ', t x;;66 1 �._ 1, ��` / --- - ' s, \ 1- ..---) ' \ i _ _ _� /. l.".-.:-.1.---- - \\ _ -__ J_ _may,� - ---�✓-'r[ is,`; ------,„,__--------\_. •- 'a �C, _� / e.Pd.v ua = / �; �P ;; ; / — �/' —� \� __,, �, . / �\ 1st — _ ./- , \ i , t .-. ,•.` `I ' \ �XBP\ )/ / '�\ t�cf �, \. , -_y \\ — (F'/ , P / ) \ \ --"LJ�--- ` _ �_ \ \ ,; �\ ; .-- _---- i ��Itlr�'i �' ,= �f/i, ; ; ,�/�t,�,,\ _ _ ^_ ; _I_ % -- - r .p____._o-u.- ^ \\,\ , . r/— /i ,\ \c ,. \b �\ `� ` \ _-____- - y 1 I / / rY =4,41�` IEj , ; % ) t , II Y4'''''''' °� \ X Tudann 'JParcel Bounders —DndyMNul Pain —fie.r Opus Unaoig Data 4 Residence ® Non Permeating Pool Lind Rood •— Water Rpeb» 'T� Ensmtg Structure Access Read .rte Piopa]0d Ovemsad Trennnunm Line ♦ Axon 'MN ®3•,:p QPurled Bdmdmy ." J user, too Feel sem.di—Eo»rtsnl—ge00004 Underground CNIoNon One ®man>mp.,d Ranpe �'i 1ooupod - Ealetbg F.no —Fnai fig Trenem11s401v» Jsecum -- Inirmlientstream a —Exuma Pipeane—_SFoot Centaur7!. %aces mReN»Taumerrea . '°e'»;m,,;° ga,rn,,ra °Y°'re'I °°`"°°° p;sint01 tin car Nat >nd » 1inch=400 feet 400200 0 400 800 r —-,I•--.i I ajf w 4.- i t.w I lj:1:1uPlot Mountain Breeze Wnd Energy Facility Plan se 3 Pge 4 of4 4734460 Pages 209 of 223 07/12/2021 11 00 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County , CO Leeward Renewable Energy Development, LLC, Mountain Breeze Wind, LLC Mountain Breeze Wind Energy Facility Plot Plan, Phase 3 U S R19-0014 PROPERTY OWNERS CERTIFICATION The undersigned tray, property owner.) do hereby agree to the Ode 950500 Development Plan and Use by SpncielReview Development Standards as desmbed heron thi, f(day of AFOVene bee gDlt Signature �� Stratum PLANNING COMMISSION CERTIFICATION This m to cod* Met the NAel county Planning cornmactlan hoe candied and do. hereby recommend to the Board of County Commiselenera IAO0 County Colorado for Its confirmation approval and adopts. Ira She Specific Development Plan end U. by special Realms as sheen one dumbed thereon Ihls J day of nudeABie 2oyt_ Chae Weld County Planning Commission BOARD OF COUNTY COMMISSIONERS CERTIFICATION This a to cony that Co Board of County Comm, sooners WeD County Cobra. does hereby =VIM and adopt cols Site Sped. Development Plan end Use by Sp -Pal Rends and Deaeiopment Standards as shown and described heron this day or f or -amber 2o19— a�—�nor Boe/A.A�f k- Commis men ATTEST """"v h -d .1 Weld County Clerk to me Board BY ....]..Ti N 0.4 �- l — Deputy cwrstoPee Bo Dated I7/b9/9p I4 VIII rgIPPA I VIV I PVi n'fNi iii irrh RI II 4734460 Pages: 210 of 223 07/12/2021 1Cland 00AMR Reco de $0W00 County CO Carly Koppes, k lilt KAf i kiN: M " 4 MIellui 1i II 2019-5096 a0rrnMOntCC.tc ons VD/643/19 PI- Col EXHIBIT -ooly'0.. e.700 Decommissioning Plan Proposed Mountain Breeze and Panorama Wind Farms Weld County, Colorado 1. 1. Introduction 1.1 Project Descriptions Leeward Renewable Energy Development, LLC (Developer) is proposing to construct and operate the Mountain Breeze and Panorama Wind Farms (project), located approximately 25 miles north of New Raymer, Colorado in Weld County, Colorado. The project is sited on private and State lands that are currently primarily used for agricultural and livestock purposes. It is anticipated that Mountain Breeze will include construction of up to 62 wind turbines, with a total capacity of approx. 170 MW, on approximately 20,000 acres of land. To deliver electricity to the grid, the project would build approximately 10 miles of new 230 kilovolt (kV) transmission infrastructure to tap into an existing 76 mile 230 kV transmission line that runs from the Cedar CreekWind Farm to the Keenesburg substation. In addition, Mountain Breeze would include the construction of a project substation and approximately 20 miles of new roads and buried collector lines. Construction of the Mountain Breeze portion of the project is expected to occur before construction of the Panorama portion of the project The term of the power purchase agreement for Mountain Breeze is 25 years, after which time a new power purchase agreement may be negotiated. At the end of its useful life (which is defined as the point at which the facility generates no electricity for a continuing period) the Mountain Breeze portion of the site would be decommissioned and reclaimed within 18 months of Developer filing a Notice of Termination of Operations with the County relating to the Mountain Breeze portion of the project. It is anticipated that Panorama will include construction of up to 72 wind turbines, with a total capacity of up to 210MW, on approximately 20,000 acres of land. To deliver electricity to the grid, the Panorama portion of the project would build approximately 15 miles of new 115 kilovolt (kV) transmission infrastructure to tap into the existing Redtail substation or a similar facility. In addition, Panorama would include the construction of a project substation and approximately 25 miles of new roads and buried collector lines. It is anticipated that the term of the power purchase agreement for Panorama will be approximately 25 years, after which time a new power purchase agreement may be negotiated. At the end of its useful life (which is defined as the point at which the facility generates no electricity for a continuing period) the Panorama portion of the site would be decommissioned and reclaimed within 18 months of Developer filing a Notice of Termination of Operations with the County relating to the Panorama portion of the project. Developer has negotiated lease agreements and easements with participating property owners for both Mountain Breeze and Panorama. These agreements provide the rights to develop, construct, maintain, and operate wind energy systems on the leased property. All lease agreements and easements would be in place for 40 years, with the option to extend. 1.2 Purpose 4734460 Pages: 211 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO VIII PAM PI al HUi�1�1 UiI hiiI'liii This Decommissioning Plan (plan) is being submitted to Weld County to fulfill one of the requirements of the Use by Special Review (USR19-0014) permit issued for the project The terms of this Decommissioning Plan shall be binding upon the wind farm owner, Developer and any of its successors, assigns, or heirs, together with any successor owners and operators of the Panorama and Mountain Breeze portions of the project The plan will be implemented to ensure that the Panorama and Mountain Breeze portions of the project and associated structures are removed after operations cease and that the property is reasonably restored in accordance with the applicable lease agreements It is anticipated that decommissioning of the Mountain Breeze and Panorama portions of the project may occur at different times This plan generally outlines the procedures for decommissioning the project and restoring lands to their original condition Decommissioning procedures involve the physical removal of certain facilities, structures and components associated with the project, the disposal of solid and hazardous waste, and identification of physical elements that may remain on the property at the discretion of the participating property owners Restoration includes the stabilization or re - vegetation of the project site to minimize erosion and facilitate subsequent land uses as determined by the property owner Provisions for financial assurance for decommissioning and reclamation activities are described in this plan 2. Decommissioning In the context of this plan, decommissioning is the act of removing the wind energy system from service Decommissioning is a step-by-step deconstruction process that involves carefully and safely removing and appropriately salvaging, recycling and disposing of the infrastructure and appurtenant facilities It includes the physical removal of facility -associated structures and components (including portions of the foundations) from the project area In accordance with existing lease agreements decommissioning will include removal of the following infrastructure Aboveground equipment, including towers, concrete pads (does not include foundations), anchors, guy wires, fences, fixtures, materials, buildings, structures, improvements, and personal property installed by Developer or by its agents, will be removed and recycled or disposed of at approved off -site facilities Where feasible, wind turbines, including blades and towers, will be removed in a manner to allow for refurbishment and resale of each component Removal will require cranes, construction of temporary crane pads, plus some access road improvements to accommodate large cranes and trucks Foundations will be removed to a depth of three (3) feet (or such greater depth as required under the applicable lease agreement) below the surface Structures and debris located below the soil surface will also be removed to a depth of three (3) feet (or such greater depth as required under the applicable lease agreement) below the surface All pit holes, trenches or other borings or excavations (but not roads) created during decommissioning will be properly filled and compacted 4734460 Pages• 212 of 223 07/12/2021 11 00 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County , CO ,III Milli Pahritinvilhlillilid iIAL' K+I Ilk ,III 2- Underground power and communication lines will be decommissioned in place Underground cables will be cut off at ground surface at the cabinets Transformers will be removed from the site Solid waste and hazardous material will be disposed of offsite in accordance with applicable state and federal regulations Decommissioned gearboxes, transformers, and hydraulic systems will be drained of fluids, put into appropriate containers before dismantling, and then transported and disposed of off -site in accordance with state and federal regulations Should the property owner request that any road(s) constructed for the wind energy system be removed, the property owner would notify Developer on or before the lease termination date Roads requested to be removed and restored will be reclaimed pursuant to guidelines in Section 3 below 3. Reclamation In the context of this plan, reclamation is the process of restoring lands affected by the project or its dependent components to a land use condition that satisfies the landowner and complies with County requirements The process may require grading, contouring, removal of compacted soils, stabilization, re -vegetation, and drainage control Reclamation of the project will include the following Disturbed on -site soils and vegetation will be restored to their original condition or better Reclamation procedures will be based on site -specific requirements and techniques commonly employed at the time the area is reclaimed If the area is reclaimed as agricultural crop land, reclamation may include re -grading, application of soils and tilling If the land is to be reclaimed to its natural state, reclamation will include re -grading, seedbed preparation, and revegetation with native seed Should the property owner request removal of certain wind project roads, these roads will be scarified, decompacted, and recontoured as needed to provide a condition that will facilitate revegetation or agricultural use, allow for proper drainage, and prevent erosion If requested by the property owner, the area will be reseeded with native grass seed 4. Schedule The wind turbines proposed for use in the project are expected to be operational for a minimum of 25 years It is anticipated that as these turbines reach the end of their expected life, technological advances may allow for a repowering where the existing turbines would be replaced with more efficient and cost-effective generators that extends the life of the project Many older wind energy facilities have been re -powered by upgrading or replacing existing towers and other infrastructure with more efficient turbines and related equipment. Should the operation of any portion of the project be terminated, Developer would provide County with a written Notice of Termination of Operations describing which portion of the project is being 4734460 Pages: 213 of 223 07/12/2021 11 00 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII FARR I.VINP Int 14g NINON % ®I II decommissioned. The date of the Notice of Termination of Operations is the Termination Date The notice will be provided within 30 days of terminating operation of the system The portion of the project described in the Notice of termination of Operations will be removed in accordance with the terms of existing easement and lease agreements with the landowners Decommissioning and reclamation prior to the end of the 25 year life -expectancy of the project could occur under certain unlikely conditions such as condemnation or the cessation of power generation by the project. 5. Estimated Decommissioning and Reclamation Costs Total decommissioning and reclamation costs will be offset by the salvage value of towers, turbines and associated facilities that were sold or reused Developer will cause the estimated decommissioning and reclamation costs to be updated by an independent engineer every five years beginning in year 15 of the project 6. Responsibility Developer, and its successors or assigns or heirs, would be responsible for decommissioning the facility and all costs associated with decommissioning the project and associated facilities Developer shall have the right, subject to approval by the Weld County Department of Planning Services, to assign its obligations under this plan to separate owners of the Mountain Breeze and Panorama portions of the project, in which case all references to Developer in this Decommissioning Plan shall relate to such successor owners of the Mountain Breeze or Panorama portions of the project, as applicable Developer will be responsible for ensuring that decommissioning activities occur in accordance with this plan Upon completion of decommissioning, Weld County will have the right to review final decommissioning and reclamation to confirm it was consistent with this plan If, decommissioning does not proceed in accordance with this plan, Weld County will have the right to enter the property and cause the appropriate abandonment and decommissioning measures as determined by this plan Following satisfactory decommissioning and reclamation, all requirements for Developer to provide financial assurance hereunder will cease 6.1 Financial Assurance Financial assurance will be provided by Developer in a manner sufficient to adequately satisfy decommissioning and reclamation commitments under this plan Financial assurance will be provided in the form of an irrevocable letter of credit, surety bond or cash To determine the amount of financial assurance, Developer will hire an independent engineer to provide an estimate of the salvage value of the towers, turbines and associated facilities as well as an estimate of the decommissioning reclamation costs for the Mountain Breeze and Panorama portions of the project every five years beginning in year 15 of the applicable portion of the project If the decommissioning and reclamation costs exceed the estimated salvage value of the towers, turbines and associated facilities, Developer will post financial assurance for 1 2 times the difference between the salvage value of the towers, turbines and associated facilities and the decommissioning and reclamation costs Any letter of credit shall be subject to the requirements of Weld County Code Section 2-3-30 B Developer shall utilize only a County approved form when obtaining a letter of credit (IRREVOCABLE STANDBY LETTER OF CREDIT FOR 4734460 Pages: 214 of 223 07/12/2021 11 00 AM R Fee $0 00 Carly ;oPPes, Clerk and Recorder, Weld County CO IN�Tffl,lIII BOARD OF COUNTY COMMISSIONERS OF WELD COUNTY, COLORADO) A copy of said form shall be provided to Developer upon request Any surety bond shall be given by a corporate surety authorized to do business in the State of Colorado The surety bond shall conform to and be subject to the requirements of Weld County Code Section 2-3-30 B 2 Developer shall utilize only a County approved form when obtaining a surety bond (PERFORMANCE BOND FOR BOARD OF COUNTY COMMISSIONERS OF WELD COUNTY, COLORADO) A copy of said form shall be provided to Developer upon request The Board of County Commissioners of Weld County reserves the nght to reject collateral which is deemed inappropriate or insufficient, which may be either as collateral in the form of a letter of credit offered by a banking institution which does not have at least a three -star rating given by Bauer Financial or as collateral in the form of a performance bond offered by an insurance company which does not have at least a B+ rating given by A M Best The Board further reserves the right to require the Developer to obtain replacement collateral if the rating of the financial institution providing the collateral drops below the levels stated above Replacement collateral shall be submitted by the Developer within sixty (60) days of the Board's notice to the Developer that the rating has fallen and that the collateral must be replaced The Developer may not terminate existing collateral until replacement of collateral has been secured 13470162_v1 13483498_v1 07//412/ 2021 11 00 Pes: 215 of 223 AM R Fee $0 00 Carly Koppes, { Clerk and Recorder, Weld County , CO lIII WillA R�NIVhIII{� I ii 1 ti°iK;4kkh EilitillDitIk tl II1 -5- EXHIBIT .D 3 F Panorama Wind Met Towers: Tower #1 (8076) — ALL of Section 1, Township 11N, Range 59W Tower #2 (8078) - L2 & SW4 of Section 21, Township 12N, Range 58W Tower #3 (8082b) - SW4 of Section 4, Township 11N, Range 58W Tower #4 (8084) - ALL Section 25, Township 12N, Range 58W Tower #5 (8073) — NE4 of Section 4, Township 11N, Range 59W 4734460 Pages: 216 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder. Weld County CO i II licralP Vidnit live, 11 III Q e -oo N Pkr•.se T�v LAVDOINN YARD AND BATCH PLANT To. r10 To. Uv I I a707 7 T17 T16 .-1 TN 115 T16 I • . ) MATCH LINE 2 r 1 Tee 02 T27 T1? ENT.A T1a 4 NT.R LE - -y —GHQ Tax T04 T32 T6 T11 • r01 Tat • T Tea 774 ENT4 (SOUTH) CR132 ENT -X (NORTH) I Me 762 T57 T56 41T55 CR134 ENT T59 TM 40 PROPOSED SUBSTATION Ta7 Tel T6o ENT -E ENT.O Tag TIa • A. ca124 T41 MATCH LINE 2 • T46 T4 r w I— Q 51 T53 148 719 754 T50 1 ua—ua—•a • • • Txx CR132 LEGEND PROPOSED TURBINE ACCESS ROAD EXISTING GRAVEL ROAD FOR DELIVERIES PROPOSED COLLECTION LINE PROPOSED TURBINE LOCATION IV -120) PROPOSED TURBINE LOCATION (V-110) ALTERNATE TURBINE LOCATION TURBINE ID GRAVEL ROAD EDGE OVERHEAD POWER LINE • TRANSMISSION FIBEROPTIC LINE EXISTING OVERHEAD POWER OUTSIDE OF PROJECT BOUNDARY r STATE HlGk+WA'P z SCALE 1"=1!2 MILE D 112 MI 1 MI 4734460 Pages: 217 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder. Weld County CO VIII PIA" ki Mr II N '' VA � , �jYiti�� IIII C a W CONSTRUCTORS •r!.J 1' a'Vtl1N 471M PANORAMA WIND SAS I'I314.4 II. M IREWIL MARTINEZ ISSUED FOR CONSTRUCTION • . Or, ►. •• M ✓b I a... -.-v /. • • .. J.a+•1•i II..' •YMJ•l ZaylV a, aw•rSfl.'snob ...J tea • O4 N Atli M I.MY ...SM • LYw l.I a IMF/•..MCI•.• • .r j gni .' II.•1MIr dare .•1 4 • . LILL; .4 it UV' 9:1.. DELIVERY FLOW PLAN It 1 = 111 MILE EXHIBIT b a H vsajq -ooiq Phr.scetio So a a, 5 a b Y 4 y — —x— 0000s N 15071177 15 t )•77a2D.a1 R20• (TYP.) PROPOSED 1EMPONARY AGG.STOCKPII F ACCLSS ROAD 10' TALL AGGREGATE STOCKPILE AREA (APPROX. 1 000 CY) x SILT FENCE PER SVVMP SECTION 31 T12N-R57W _ IC EXISTING 7 _ FENCE (TYP ) _-x CORD 134 PVMT. 1 9112 - EP 1.1894 N 1591818 84 E 341398600 PT 3.4504 N 1597830 93 E 347405387 EG 5090.44' EXISTING ROAD (TYP.) TEMPORARY INTERSECTION IMPROVEMENT 4 640 SF OF 4" DEPTH ROAD BASE SEE DETAIL SHEET CI 01 SECTION -6 - T11N-R57W i Mb 2.22 52 N 15978)6.72 C 3414 164 51 R=150.00 L=245.04' G=93 60 I OBSTRUCTION FREE ZONE Ir tat PC 1•G000 N 1597775 81 E 3474208 02 EC' 5093 54' BP G•00 00 --18I.597625 87 E 3474204 56 O U 0.00_ 32 I I PVMT. 60th' ,4 CA1 PLAN: TEMP INTERSECTION IMPROVEMENT 2 AND STOCKPILE LOCATION 1 5105 5100 5095 5085 PROFILE: Int2 SECTION 32 T 12N-RS7W i 7 SECTION 5 T11N-R57W SCALt: I' 40' LOW ST I . 3.9719 OW EL& • P%A3TA . 2 L • PV1ELEV•9)90.10 O F 1 Y•• �W n '— • K • 71,10 rib Y S` M N I N 1 • ■ u R u es Ku afs to - E11 GNOUVO PRdPOdEtl 429% N v •� N sit 0, a � U • 00 0.50 1.00 2•D0 2.50 3.00 3.50 4 •00 5105 5100 5095 5085 4.45 i 2 GENERAL LEGEND r17/7//, — our-- — x (a(/TS/Of OF .•1'K-VEC7 49U AWANY 't-SFIGLINYGRAVE( AREA CBSTAW TIQV FREE ZQ%E MAJOR CONTOUR MINOR CONTOUR OVERHEAD UIZIT)' tx/S//NG /RANSM/SS/ANLINE FFN(.F / /NF MTNTYRQW 60°A VEIT ROAD PONfRROLE TRUCKS TRAFFIC/ OW 4734460 Pages: 218 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO III Iii)rdIVILAVIii 11111 f1 O • • • Z • O • r 1- 1• 4 W 1 1' 0 z 2 0 a g U o 8i 0 1L+ U 08803/202/ 47946 k-c:.t a' PANORAMA WIND if/i_• rF•ra•M.I• N TRENV II MARTINI/ ISSUED FOR CONSTRUCTION .•W. •.1aa {•13s✓- u•. J.w ■••••. •I I ■its.,, D Griot/ .J ••• •1 •• •M.lk••l.• •••Y / •• M •'• Ia.. I r• d.. r M M•r•• .•a..• - . N••I l•••••11. ..ur.o•• •.•••v r.••• u. al.•L.• Wry ••••.-I' • REVISIONS .wAv.. TEMP INTERSECTION IMPROVEMENT 2 AND STOCKPILE LOCATION 1 •iGNIL 1 - 40 VERT 1 = 4 -.11V I iU•U C4.01 GENERAL LEGEND tk/.uut ce H4Y.lt cr6CX/AC.NNY % 44:.r ,,bG 'I EXISTING ROAD (TYP.) r - PROPOSED EXISTINU FENCE (TIP.) WC -31--: -A-36-1-11"-- p-/Y ax ./ • -n-ure n— Ire -V`—tti-n—Itl n—a-a—ua tr-----a-n a- i i PROPOSED SUBS TA TION AND FENCE TEMPORARY i AGG.STOCKPILE / ACCESS ROAD / 10' TALL AGGREGATE STOCKPILE AREA (APPROX. 1 000 CV) SILT FENCE PER SWMP r i SECTION 6 T11 N-R58W R -X- R21? (TYP.) SECTION 31 T12N-R58W I N 1597088 83 E 3442724 16 C 1 � N 1597089M E 3442783. ®STOCKPILE LOCATION #2 AT SUBSTATION 4734460 Pages: 219 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder Weld County , CO li)critil LOW' JAI WI Pit K:4 1111 1 / SECTION 32 T12N-R58W CO RD 134 -'U- r 'S t if.. IA LAS N SECTION 5 T11 N-R58W SCAT F 1' - 40 I — OMP-- % IL-MPI,WANYGRAYtM A..t4 OBS7AT/CTIONFREE ZaiE 444./OR CONTOUR WNORCONTOl./R OVERHEAD t/7dt/rY tX/S//NG /NANSANSS/ONUNE FF4tfl /A4F C10C/N/YROW CA'M11AV!•U NCWI POSER POI( TA'U MKS TRAFFIC FLOW z S z 4 et it . it NI 1 1 ' C Z h .. 1 0W03/2U21 •T —r' rn _ 47930 PANORAMA WINO r.IKArr.. • COI.. i . K TREW l L MARTWEI A c ISSUED FOR CONSTRUCTION ... M .4•w -4M a. mr b.. re ..,S*•pt1.4 sit VAI w orgy, H -.� -1 So •y. MIAMI Sib - ....A N � -.� .11 • w I V e p Men.. YJ4•-•. • 1st.. Wmil M•...1L' '..k• •-&I1 et to OA..t.•tie .•11uNI• f _ V..• RJVIS�IONS (1-4vOichistrA 3. tMI\. J'1..44'G•' STOCKPILE LOCATION 2 rap •r t 4. ,4.4-• ••tr Ir r 'Ti. ' PNW-r C4.04 I 6 3 I / 'TEMPORARY BATCH PLANT FOOTPRINT NOT TO EXCEED FOOTPRINT OF MOUNTAIN BREEZE PROJECT AREA TO BE RESTORED POST -CONSTRUCTION ✓ r EQUIPMENTI PROPOSED DRIVEWAY PLAN : LAYD0WN YARD SITE PLAN CTOOL 8 TORQUE TRAILERS MISC. PARTS STORAGE AREA AS$LIILT LAYDOWN SURFACE CONTOURS (TYP) • , PORTABLE , TOILET (TYP) 4734460 Pages: 220 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO III isi)Cill47Pilitiboli4Mi.IN6K1IIIUtl ILi1P�� 4UhI.�W��l 111!1 TRAILER CEMEX PROPOSED DRIVEWAY SCALE 1' • 100' 'EXISTIAG LAYDOWN YARD AREA TO BE USED DURING PANORAMA PROJECT_ FOOTPRINT SHALL NOT BE INCREASED ROADS lerADVol Lt ROAD kihndirOAD V UOWN ROAD YARDYDROAD Ti OADI KEYMAP OAD E ROAD &ROAD 6 OAOJ ROAD O' � ^ROAD M `'Y TOAD 1 ROAD 4OAD K ROAD RYACZ ROAD OA00 s 0 SCALE 1 -=IOU 100' 200' EXISTING LEGEND Y1_//U/////LA r_ 4. --- rG 910 OMh� 1 ROAD A OUTSIDE OF PROJECT BOUNDARY WETLANDS MAJOR CONTOUR MINOR CONTOUR OVERHEAD UTILITY FENCE LINE FIBER OPTIC APPROXIMATE CO RD ROW LINE ASPHALT ROAD UNPAVED ROAD EXISTING TRANSMISSION LINE POWER POLE PROPOSED LEGEND LIMITS OF DISTURBANCE PROPOSED 1' CONTOUR TRANSMISSION LINE PROPOSED FENCE CROSSING - UGC -IA UGC IA UGC IS -UGC-2A - uGC-28 UGC 34 - UGC -3B UGC 18 UGC -2A- uGC-28- - UGC 34 UGC -38 - ACCESS ROAD TEMPORARY GRAVEL AREA OBSTRUCTION FREE ZONE ARMORED ROAD SECTION POTENTIAL CULVERT COLLECTION LINE 1A COLLECTION LINE 1B COLLECTION LINE 2A COLLECTION LINE 28 COLLECTION LINE 3A COLLECTION LINE 38 OAD r1 E a. .. Dz t O tpc ac o`ssb • O TEE • !•!2in q1;(3): •� 0 K • r MA. J m W I►1 CONSTRUCTORS ,.S ♦ .:44411 .. 0 z 2 O z Q a .T 06/0Y2021 T hr , r tiF.r.l 47910 `. dinitor PANORAMA WINO N 2.,Aa 6t/ , Ca.Ar:p. M TREW I L MARTINEZ ISSUED FOR CONSTRUCTK)N .., REVISIONS . c. I. LAYDOWN YARD SITE PLAN ^, i, r �l, • r' . • , ',I 1 =100 •I d! ,,NIIr 03.76 EXHIBIT usaj'eooiq Phi€To Exhibit I Gravel Roads Maintenance and Reclamation Plan Leeward Renewable Energy Development, LLC- Panorama Wind 1. Purpose The Gravel Roads Maintenance and Reclamation Plan (Plan) is attached to the Improvement and Road Maintenance Agreement (IRMA) between Weld County and Leeward Renewable Energy Development to provide certain standards for the repair and reclamation of Project Haul Routes, as both are defined in the IRMA. This Plan, together with the Memorandum dated May 19, 2021 prepared by Westwood including Exhibits A -D thereof, which is incorporated herein by reference (the "Westwood Study"), outline the procedures and standards required of Leeward Renewable Energy Development and its Contractors (hereinafter referred to collectively as Contractor) to prepare, maintain, and reclaim all Weld County roadways utilized for construction, delivery of materials, and daily activities throughout the entire duration of the Panorama Wind Project (Project). 2. Responsibility Weld County Gravel Roads Division will cease normal maintenance of all roadways utilized for the Project until Substantial Completion and Acceptance of Off -Site Improvements is submitted and accepted by Weld County. All maintenance of the roadways including issues caused by weather events and non -project traffic are the responsibility of Contractor. Contractor is further responsible for all repairs caused by Project traffic as described in section D.8.0 of Part 1 of the Agreement. If Contractor can reasonably demonstrate that the need for repair is caused by non -Project related traffic, Weld County will be responsible for such repairs. 3. Procedures These will define necessary operations during each phase of the Project. 3.1 Preconstruction Contractor shall place 2" of Weld County Surface Gravel in the locations set forth in the Westwood Memo. Gravel placement shall be done in accordance with Weld County Engineering & Construction Criteria (WCECC), page 123, Table 9-12 and in accordance with the most current versions of the Colorado Department of Transportation (CDOT) Standard Specifications for Road and Bridge Construction and Field Materials Manual. 3.2 Active Construction Defined as the second phase after all roadways have been updated as necessary to begin usage for construction activities and component deliveries. Maintenance will include grading, gravel placement, dust mitigation, and damage repair. A minimum of weekly maintenance is required for those roadway segments addressed in the Westwood Memo. Maintenance of the remaining roadways will be performed by Contractor as needed. No less than twice each month, Contractor shall provide a schedule detailing the locations and type of maintenance completed and locations and type of maintenance to be completed. Road damage such as, but not limited to, potholes, blow outs, soft spots, and wash outs, shall be repaired within 48 hours of either the occurrence of the damage or notification by Weld County. 3.3 Postconstruction Defined as the final phase, after the Project has been completed, Contractor shall restore all County roadways, intersections, access locations and roadside drainage affected by 4734460 Pages: 221 of 223 07/12/2021 11:00 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III kI.' 11111 the Project to pre -construction widths, grades, and surface conditions Such pre -construction conditions have been documented by 1) the Roadway Video Exhibit dated March 1, 2021 prepared by Westwood, and 2) the Gravel Depth Test Location Inventory dated June 24, 2021, prepared by the parties after joint inspection The Location Inventory is attached and incorporated into this Exhibit I The Video Exhibit is incorporated into this Exhibit I After project completion and prior to release of project collateral as described in section B of Part 2 of the Agreement, post -project road conditions shall be jointly inspected by County and Contractor again to determine if there are any material deviations in the condition of the County Roads from those contained in the preconstruction videos and the DCP data In its sole and reasonable exercise of discretion, County shall inform Contractor of the location and amount of gravel to be placed upon affected roadways, not to exceed six inches of gravel in any one location In making these determinations, County shall endeavor to require only that amount of material which returns the road to the pre -project condition as documented in the Roadway Video Exhibit and Gravel Depth Test Location Inventory Gravel placement shall be done in accordance with Weld County Engineering & Construction Criteria (WCECC), page 123, Table 9-12 and in accordance with the most current versions of the Colorado Department of Transportation (CDOT) Standard Specifications for Road and Bridge Construction and Field Materials Manual Acceptance testing for all postconstruction repairs will be required upon completion of restoration (refer to section 4 -Testing) 4. Testing Required testing processes, methods and resulting procedures 41 General procedures Contractor shall be responsible for all testing procedures Sampling and testing shall follow procedures as identified in the most recent version of the CDOT Field Materials Manual All Process Control (PC) and Owners Acceptance (OA) sampling of material shall be performed on grade All work will be in conformance with the CDOT Standard Specifications for Road and Bridge Construction Surface Gravel placement will require notification to Weld County a minimum of 48 hours in advance If a County inspector is not present during placement, the sample and testing location shall be recorded and provided in the corresponding testing report Non -reported or failed testing reports will require removal and replacement of all material by Contractor 4.2 Method Statement minimum inclusions Sample locations using a random number generator PC and OA sampling frequencies PC will deliver OA samples to Weld County Expected turnaround of test results Limits defining acceptable test results Three (3) third party]aboratories to dispute testing 4.3 Required Tests Particle size analysis (Gradation) Atterberg Limits test Moisture Density Relationship LA Abrasion Aggregate soundness Fractured Faces In -place Density and Moisture content of Soil and Soil Aggregate by Nuclear Method 5. Inspection 4734460 Pages. 222 of 223 ' 07/12/2021 11 00 AM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County , CO ,III rdmi tiaWriklillitlikag hili f i Bilk Bill Conditions of all roadways utilized for the project can be inspected at any time throughout the Project duration Inspection of roadway conditions may include but is not limited to roadway fore and back slopes, ditch grade and geometry, travel lane slopes, crown, low spots/depressions, and gravel coverage Corrective work resulting from inspections shall be completed by Contractor within 48 hours of notification by County 4734460 Pages• 223 of 223 07/12/2021 11l00AMd Re R Feder Weld 00 County CO Carly Koppes, k ■III tic AllI N LAVINL RI I Watts ii T.IMa I:'NY4 r II III 1 Contract Form Entity Information New Contract Request Entity Name* LEEWARD RENEWABLE ENERGY LLC Entity ID * ,g00039415 New Entity? Contract Name* Contract ID IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT 4978 LEEWARD RENEWABLE ENERGY DEVELOPMENT LLC USR19- 0014 PHASE TWO PANORAMA WIND Contract Lead Contract Status CTB REVIEW JTRUJILLOMARTINEZ Contract Lead Email jtrujillomartinez� weldgov.c om Parent Contract ID Requires Board Approval YES Department Project # Contract Description* IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT LEEWARD RENEWABLE ENERGY DEVELOPMENT LLC USR19-001 4 PHASE TWO PANORAMA WIND $1,934,525 REQUIRED IN COLLATERAL Contract Description 2 Contract Type* AGREEMENT Amount* $1,934,525.00 Renewable* NO Automatic Renewal Grant IGA Department PUBLIC WORKS Department Email CM- PubiicWorksi?weldgov.corn Department Head Email CM-PublicWorks- DeptHeadldgov.com C�rnty Attoney GENERAL COUNTY ATTORNEY EMAIL County Attorney Email CM- COUNTYA I I 0RNEY«WELDG OV.COM If this is a renewal enter previous Contract ID If this is part of a MSA enter MSA Contract ID Requested Bf7CC Agenda Date* 07;07. 2021 Due Date 07.03;2021 Will a work session with B©CC be required?* NO Does Contract require Purchasing Dept. to be included? NO Note: the Previous Contract Number and Master Services Agreement Number should be left blank if those contracts are not in OnBase Contract Dates Effective Date Review Date* 07 07; 2022 Renewal Date Termination Notice Period Contact Information Contact Info Contact Name Purchasing Committed Delivery Date Expiration Date* 07:07 2023 Contact Type Contact Email Contact Phone 1 Contact Phone 2 Purchasing Approver Purchasing Approved Date Approval Process Department Head JAY MCDONALD DH Approved Date 07:01;2021 Final Approval BOCC Approved BOCC Signed Date BOCC Agenda Date 07/07/2021 Originator JTRUJILLOMARTINEZ Finance Approver CHRIS D'OVIDIO Legal Counsel KARIN MCDOUGAL Finance Approved Date Legal Counsel Approved Date 07:01 2021 07,`02,2021 Tyler Ref # AG 070721 Hello