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Home My WebLink About20194460.tiff RESOLUTION RE: APPROVE IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT ACCORDING TO POLICY REGARDING COLLATERAL FOR IMPROVEMENTS, AUTHORIZE CHAIR TO SIGN, AND ACCEPT OFF-SITE COLLATERAL FOR USE BY SPECIAL REVIEW PERMIT, USR19-0014 - LEEWARD RENEWABLE ENERGY DEVELOPMENT, LLC - PHASE ONE AGREEMENT - MOUNTAIN BREEZE WIND, 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 N. 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, pursuant to certain Conditions of Approval, the Board has been presented with an Improvements and Road Maintenance Agreement According to Policy Regarding Collateral for Improvements between the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, and Leeward Renewable Energy Development, LLC, with terms and conditions being as stated in said agreement, and Cc. R,v(aR/C H!TJ) 2019-4460 to/t1/19 PL2672 IMPROVEMENTS AGREEMENT-LEEWARD RENEWABLE ENERGY DEVELOPMENT, LLC - PHASE ONE - MOUNTAIN BREEZE WIND, LLC (USR19-0014) PAGE 2 WHEREAS, the Board has been presented with 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 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 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 #IS000101450U from Commodore New US Holdco, LLC, on behalf of Mountain Breeze 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. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 9th day of October, A.D., 2019. BOARD OF COUNTY COMMISSIONERS CC..�� ,�,/ WELD COUNTY, CO ORADO ATTEST: datjtvo G ..�Cm.de,o;tA 1.L A arbara Kirkmeye , Chair Weld County Clerk to the Board72 n Mike Freeman, Pro-Tern BY: ell/ I V Deputy Clerk to the Board E L Sean P Conway APPROVE i A S TO • �� ` =% isb1 - • co. K. James ►�ntyAtt ney V. � # Steve Moreno Date of signature: Io/I6 ill �.•��1 2019-4460 PL2672 0-ANceatk 814Q. BOARD OF COUNTY COMMISSIONERS PASS-AROUND REVIEW/Regular or Consent Hearing Agenda REQUEST RE: BOCC Agenda Item -Approve Improvements and Road Maintenance Agreement for: Leeward Renewable Energy Development, LLC—USR19-0014-Phase One for Mountain Breeze DEPARTMENT: Public Works DATE:October 1,20I9 PERSON REQUESTING: "Pisa Juanicorena Brief description of the 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). Collateral is required with this agreement in the amount of $2,000,000.00, and will be presented as a letter of credit to the Board of County Commissioners. The Department of Public Works has accepted the Construction plans at 95% and has included them as Exhibit C. These will be replaced with the 100%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? 1.Have this BOCC Hearing item be placed on the next available agenda as part of the Regular Agenda. Recommendation: Option 1. The Departments of Public Works, Planning Services and the County Attorney's Office are recommending approval of the Improvements&Road Maintenance Agreement According To Policy Regarding Collateral For Improvements for USRI9-0014,and that this item be placed on the next regularly scheduled BOCC Hearing,as part of the Regular Agenda. Approve Recommendation Other/Comments: Sean P.Conway Mike Freeman,Pro-Tern Scott K.James Barbara Kirkmeyer,Chair Steve Moreno • ac--t P J(T3(EP/,/ TA),PLCKR ICG) 2019-4460 lU/O, ,41-e CPU?) PL aco lO/a/// GI Wells Fargo Bank,N.A. U.S.Trade Services WELLS Standby Letters ofCre t 794 Davis Street,2118 Floor FARGO KW A0283-023, San Leandro,CA 94577-692 Phone:i(Soo)776-5862 Op z E-Mail:sblc•new@wellsfargo. Irrevocable Standby Letter Of Credit Number: IS000101450U Issue Date: October 3,2019 BENEFICIARY APPLICANT BOARD OF COUNTY COMMISSIONER OF WELD COMMODORE NEW US HOLDCO LLC COUNTY ON BEHALF OF MOUNTAIN BREEZE WIND,LLC 918 10TH STREET 6688 N.CENTRAL EXPRESSWAY,SUITE 500 ATTENTION:CLERK TO THE BOARD DALLAS,TEXAS 75204 GREELEY,COLORADO 80631 LETTER OF CREDIT ISSUE AMOUNT USD 2,000,000.00 EXPIRY DATE OCTOBER 3,2020 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$2,000,000.00(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 THE INSTRUCTION IN BRACKETS THEREIN COMPLIED WITH: 'THE UNDERSIGNED,AN AUTHORIZED OFFICIAL OF THE BOARD OF COUNTY COMMISSIONER OF WELD COUNTY("BENEFICIARY"),HEREBY CERTIFIES THAT COMMODORE NEW US HOLDCO LLC ON BEHALF OF MOUNTAIN BREEZE WIND,LLC("APPLICANT")HAS COMMITED A MATERIAL BREACH OF THE IMPROVEMENTS AGREEMENT ACCORDING TO POLICY REGARDING COLLATERAL FOR IMPROVEMENTS REGARDING MOUNTAIN BREEZE WIND DATED OCTOBER 4,2019 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 Page 1 of 3 Each page of this document is an integral part of this Irrevocable Standby Letter of Credit Number I5000101450U WELLS FARGO DRAWING DOCUMENTS,AND IF WE RECEIVE ANY SUCH ORIGINAL DRAWING DOCUMENTS THEY WILL NOT 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.LETTER OF CREDIT NO. IS000101450U. 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 OCTOBER 3,2020,BUT SHALL BE AUTOMATICALLY EXTENDED,WITHOUT WRITTEN AMENDMENT,TO OCTOBER 3 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 OCTOBER 3,2020 OR ANY SUBSEQUENT OCTOBER 3 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 BOARD OF COUNTY COMMISSIONER OF WELD COUNTY("BENEFICIARY"),HEREBY CERTIFIES THAT WE HAVE RECEIVED NOTICE FROM WELLS FARGO BANK, N.A.THAT THE LETTER OF CREDIT NO.IS000101450U WILL NOT BE RENEWED AND THAT COMMODORE NEW US HOLDCO LLC ON BEHALF OF MOUNTAIN BREEZE WIND,LLC("APPLICANT")HAS FAILED TO PROVIDE PROOF OF ADEQUATE COLLATERAL AND SUBSTITUTION OF THIS LETTER OF CREDIT NO. IS000101450U." 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),INTERNATIONAL CHAMBER OF COMMERCE PUBLICATION NO.600,AND ENGAGES US IN ACCORDANCE THEREWITH. i Very Truly Yours, WELLS FARGO B NK,N.A. i/A By (,e l.[.,,�4. ,,,, c Aut adz&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 an integral part of this Irrevocable Standby Letter of Credit Number I5000101450U 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 or 401 N.Research Pkwy,1st Floor MAC A0283-023, MAC D4004-017, San Leandro,CA 94577-6922 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 IS000101450U IMPROVEMENTS & ROAD MAINTENANCE AGREEMENT ACCORDING TO POLICY REGARDING COLLATERAL FOR IMPROVEMENTS Leeward Renewable Energy Development,LLC—USR19-0014 Phase One Agreement-Mountain Breeze THIS AGREEMENT is made this 9714' day ofi� QQ 201 /, by and between Leeward Renewable Energy Development, LLC, a corporation organized under the laws of the State of Colorado, whose address is 6688 N. Central Expressway, Suite 500, 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: Legal Description- Wind Energy Facility Sections: 22,23,24,27, 26, 25,Township 12 North, Range 60 West Sections 32,31,30,29,28,21,20, 19,Township 12 North,Range 59 West Sections 18, 17,9, 8, 7,4, 5,Township 11 North,Range 59 West Sections 13,Township 11 North, Range 60 West of the 6th P.M., Weld County, Colorado. Legal Description-Transmission Line Sections 18, 17, 8, 5, Township 11 North, Range 59 West Sections 13, 14,23, 26, 35,Township 11 North, Range 60 West Section 2,Township 10 North, Range 60 West of the 6th P.M., Weld County,Colorado. hereinafter referred to as"the Property,"and WHEREAS, Operator has received Board of County Commissioner approval of USR19-0014, 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 ayards 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 USR19-0014 is conditional upon Operator's funding and/or construction of the off-site improvements and road maintenance as described in �3- this Agreement, specific to Phase One - Mountain Breeze, and in recognition of the Agreement for Phase Two-Panorama, to be presented for approval at a later date. The off-site improvements and road o ja- maintenance required in this agreement as related to Phase One - Mountain Breeze, are described and 8 M depicted in the following incorporated exhibits: sa Exhibit A—Off-Site Costs of Construction, Exhibit B—Off-Site Construction Schedule, d"oarmg= No 2 ap Leeward Renewable Energy Development,LLC-USR19-0014-Phase I OFFSIAI9-0001 wNo Page 1of14 �� 02-0/9- *1-60 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 WHEREAS, Operator acknowledges they may not operate Phase One-Mountain Breeze (the "Project") as described in USR19-0014 until said improvements have been completed and accepted by County,and WHEREAS,Operator acknowledges that pursuant to the provisions of Weld County Code Section 23-2-290,the failure to commence construction of the improvements outlined herein within three(3)years of the approval of USR19-0014 may result in the revocation or suspension of USR19-0014, upon consideration and order of the Board of County Commissioners,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 alia, 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 Operator shall not be required to commence construction of the Road Improvements until Operator receives a permit for grading or a right-of-way permit from County,and WHEREAS,the parties agree that Operator shall be responsible for damages the Project causes to County rights 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: MI PART I: SITE SPECIFIC PROVISIONS A. Off-Site Improvements (as required by the BOCC): The Operator shall be responsible for the �i 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 tg:9 system,and off-site drainage and signage installations,as indicated on the accepted Exhibit D and Exhibit m3 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 o• standard County approved tracking control and may include a double cattle guard set (one right after the oza. 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. o. at ov o— 1.0 Road Improvements Defined: The "Road Improvements" shall mean those improvements to �U� County Roads that are required by Operator in order to construct the Project, all as more particularly m aP Leeward Renewable Energy Development,LLC-USR19-0014-Phase I OFFSIAI9-0001 wN,o< � Page 2 of 14 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 designated improvements. These responsibilities may include but are not limited to the following: design, surveys,utility locates, acquisition of ROW, dedication of ROW, ROW and Access and Transport Permits and fees,coordination with oil and gas operators and facilities and affected irrigation 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 plat, or receive any permitting prior 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 period 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 jcollateral is submitted or once the Operator has completed improvements as described 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 gSurveyor or Professional Engineer. x m13g B. On-Site Improvements: mo- 4w,:- 1.0 On-Site Improvements Defined: The "On-Site Improvements" shall mean those improvements to o 4113_f Property described on Exhibit C. LL V co ix 0 n 14- 2.0 On-Site Improvements Responsibilities: Operator shall be solely responsible for the construction as+w of all On-Site Improvements and for any expenses associated therewith. These include,but are not limited grt o to, the following: design and construction of the On-Site Improvements, surveys, utility locates, right-of- way clearances and permits,coordination with oil and gas operators and facilities,affected railroad facilities m%I_.,o ANY~ Leeward Renewable Energy Development,LLC-USR19-0014-Phase I OFFSIAI9-0001 Page 3 of 14 _ 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 have the right to operate and maintain, at its sole cost and expense, the three (3) existing temporary meteorological towers within the sections/townships/ranges identified on Exhibit F. 5.1 Each Temporary Wind Monitoring Tower shall be located or setback at least one(1)times its height from (a) occupied residences, unless written permission for a shorter distance is received by the landowner, and(b)County Roads. The MET towers may not exceed a height of 90 feet. 5.2 Operator shall notify the County of the removal of the Temporary Wind Monitoring Towers in accordance with the related Agreement#2018-1566, REC#4400399. In the event that Operator does not remove the Temporary Met Towers within such time period, County shall have the right to draw on the Temporary Met Tower Collateral and use such funds to perform such removal. 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 MI 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 V 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. -a 3.0 Haul Route Signage. Operator shall install travel route signs, if applicable, as per Manual of v°.3 Uniform Traffic Control Devices standards, at all exit points of the Property which can be clearly seen by 4..9LF.— drivers leaving the facility and which clearly depict County approved travel routes. OLLo o m 4.0 No Deviation from Approved Haul Routes: Except as expressly set forth herein, no deviation in ••r',2V the use of any roads other than the Approved Haul Routes by vehicles accessing the Project shall be b�� wa permitted without the prior written approval of Public Works,not to be unreasonably withheld,conditioned trill or delayed. Without limiting the foregoing, in the event any changes to the Approved Haul Routes are v.°zo accepted by Public Works, Operator shall be required to address, at Operator's expense, any impacts m o associated with the use of such revised haul routes, including dust control, upgrading, or maintenance of co;iLL co ti Leeward Renewable Energy Development,LLC-USR19-0014-Phase I OFFSIAI9-0001 P ��_ Page 4 of 14 such revised haul routes. 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. 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 writing 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 Exhibit C. 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 During 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 during the construction period of the development. 2 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 8 inspections will be able to identify any material damage or maintenance issues on the Approved Haul Routes that are attributable to Operator's use of the Approved Haul Routes. 4.0 Stockpiling of Repair Materials: During construction of the Project, Operator will maintain a m3MI stockpile of repair materials on the Property, primarily consisting of three (3) gravel stockpiles of not less er.,,, than one thousand(1,000)cubic yards per stockpile for road repairs at the locations set forth on the attached o r1 ` Exhibit H. Operator shall replenish each stockpile until such time as Operator has notified Public Works in"re 8o N that heavy hauling operations for the Project has ceased and Public Works has concurred. rz Om f- d~0O Naal cn 14-P Mm a Leeward Renewable Energy Development,LLC-USR19-0014-Phase I OFFSIA19-0001 4ONo Page 5 of 14 oe ()-.L 3.0 Repair. Operator shall be financially responsible for its proportional share of excavation,patching, and pavement repair on designated haul/travel routes.The amount and extent of repair and paving measures will be determined by site-specific conditions at the time, as determined exclusively by County personnel. 4.0 Need for Immediate Repairs: In the event of damage to a designated haul/travel route by Project traffic that causes an immediate threat to public health and safety or renders the road impassible ("Significant Damage"), County shall, after inspection, notify 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). 5.0 Repair of Road: On or before December 31, of the calendar year in which County staff has determined through site analysis and/or pavement testing that a particular haul/travel route road portion will require paving measures in order to protect the public health, safety, and welfare, and the County has budgeted sufficient funds for the following calendar year to pay its share of the Off-Site Improvement/Repair Costs,County shall notify Operator in writing that the Off-Site Improvements/Repairs shall be undertaken. Within ninety(90) days of its receipt of County's notice of the need to undertake the road maintenance repairs and/or improvements,Operator shall submit Off-Site Construction Plans and Cost Estimates to County for review. Operator shall have sole responsibility for the completion of the repairs and/or improvements on or before December 15, of the year following County's notice of the need for repairs. 5.1 In County's sole discretion, County may undertake the repairs and/or improvements. Operator's payment for its Proportionate Share of the road repairs/improvements will be calculated as determined in this Agreement.Operator will be invoiced accordingly for those proportional share costs. 6.0 Calculation of Operator's Proportional Share of Costs. The County shall notify Operator of County's preliminary determination and assessment of Operator's proportional share of costs of maintenance, repair, or improvements to Operator's designated haul/travel routes. Prior to County's final determination and assessment, County shall provide Operator with a reasonable opportunity to review, comment upon and supplement County's data, collection methodology, and determinations. The County shall review and consider Operator's input prior to making a final determination and assessment. The County shall have sole responsibility for determination of Operator's proportional share of costs. Operator a agrees to pay such proportional share of costs within 30 days of receiving an invoice from County. 7.0 Annual Road Inspection. County may conduct a road inspection annually with the cooperation of - Operator and all other Operators and/or Lessees who are required by County to participate in road f improvement/maintenance agreements for the haul routes designated in this Agreement. As a result of the annual inspection, County, in its sole discretion, shall determine actual conditions and shall further a� determine what road repair/improvement/maintenance work is to be performed during that construction m. �m3 season. Notification to the Operator of the required roadway repairs will be given as soon as the data ••• becomes available. OIL? U i°ce:tea 8.0 Notification. The County shall notify Operator of County's preliminary determination and assessment of Operator's proportionate share of costs of maintenance, repair, or improvements to d�oa Operator's designated haul/travel routes. Prior to County's final determination and assessment, County Nci% e Leeward Renewable Energy Development,LLC-USR19-0014-Phase I OFFSIA19-0001 mN Page 6 of 14 aoN r) _ 14'0 shall provide Operator with a reasonable opportunity to review, comment upon and supplement County's data, collection methodology, and determinations. The County shall review and consider Operator's input prior to making a final determination and assessment. 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 testing company approved by County. Such third party shall furnish the certified results of all such testing to the County. At all times during said construction, the County shall 8 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, 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. m- 5.0 Construction Standards. Design and construction of all off-site improvements shall conform to the -41 current version of CDOT's "Standard Specifications for Road and Bridge Construction" and the Weld ov�y 03 County Engineering and Construction Guidelines. 'wadi '°£2 6.0 Traffic Control. Prior to any construction in County and/or State ROW, and as a condition of ua�.s to- issuance of any ROW, Transport, or Access Permit, the Operator shall submit a traffic control plan for d-•. Nom el a = Leeward Renewable Energy Development,LLC-USR19-0014-Phase I OFFSIAI9-0001 mNo Page 7 of 14 of�Y�' County review.During construction,appropriate safety signage shall be posted in accordance with the then- current version of the Manual of Uniform Traffic Control Devices. B. Collateral: 1.0 General Requirements for Collateral. 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 during the two-year warranty period. Collateral acceptance and release is governed by the Weld County Code. 1.1 Project Collateral shall be submitted to guarantee completion of off-site improvements identified in the Exhibits. Project Collateral must be submitted in an amount equal to 100%of the value of the improvements, as calculated in the cost of construction exhibits. Project Collateral must be submitted at the time of execution of the Agreement, unless otherwise directed by the Board of County Commissioners. In the event that 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 initial approval of the improvements. Warranty Collateral shall be in an amount equal to 15%of Project Collateral. In the event that Operator fails to adequately complete or repair improvements during the warranty period,County may, in its sole discretion,access Warranty Collateral for the purpose of completing such improvements. 2.0 Form of Collateral. Collateral may be in the form of a letter of credit, a surety bond, or a cash deposit, subject to the requirements and restrictions of Section 2-3-30 of the Weld County Code, as that section may be amended from time to time. 3.0 Release of Collateral. Collateral shall be released in accordance with Section 2-3-30 of the Weld County Code. For collateral release, the Planning Department conducts inspections for on-site improvements,and the Department of Public Works conducts inspections for off-site improvements. 3.1 Timing of Release. Project Collateral may be released upon completion of all improvements required by the Exhibits after initial approval by the County. Warranty Collateral shall be withheld by County 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 period. 3.2 Request for Release of Collateral. Prior to release of collateral by Weld County for the C-)-ME entire Project or for a portion of the Project,the Operator must present a Statement of Substantial maw Compliance from an Engineer registered in the State of Colorado. The Statement of Substantial m.— w%. Compliance shall state that the Project or a portion of the Project has been completed in substantial 46.o compliance with accepted plans and specifications documenting the following: co Ali ix re 3.2.1 The Operator's Engineer or his representative has made regular on-site inspections ra a during the course of construction and the construction plans utilized are the same •veft as those accepted by Weld County. NZ;-an O1 0 n-■ Leeward Renewable Energy Development,LLC-USR19-0014-Phase I OFFSIA19-0001 �Noai Development, nm�= 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 material deviations have received prior written acceptance from the County Engineer. 3.3 County's Response to Request for Release of Collateral. Following a written request for release of collateral, County personnel will inspect the improvements as provided in this Agreement. Upon approval,the Board of County Commissioners may release said collateral. C. Acceptance of Improvements: 1.0 Acceptance of Off-Site Improvements: Upon completion of the off-site improvements, 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 described 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. Such initial approval begins the two-year warranty period. 8 4 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 deficiencies.County gn personnel shall re-inspect the improvements after notification from the Operator that said m o deficiencies have been corrected. If the County personnel finds that the improvements are id. 5 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 °u.Oy Warranty Collateral. omi 6-a a4r 2.3 Placement of Improvements into Service Prior to County Approval. If requested by the gOperator 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 No Ol ANY Leeward Renewable Energy Development,LLC-USR19-0014-Phase I OFFSIA19-0001 Page 9of14 am8MI 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: 1.0 Access Permits. Operator shall not use any access onto any County road unless and until an access permit has been issued by the Department of Public Works. Public Works may condition the issuance of an updated access permit on the amendment of this Agreement if the updated access permit authorizes the use of an additional access point,or if there is a change in use of the current access point,as permitted by Article XIV of Chapter 8 of the Weld County Code. 2.0 Right-of-Way(ROW) Permits. Per Article 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. Temporary Access Permits will be identified on the 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 demonstrate compliance. If, after fifteen (15)days have elapsed, County believes in good faith that the violation is continuing, 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 Eno complete improvements as required by the Construction Plans,when such improvements have not been completed in accordance with the Construction Schedule. J.c 2.2. Withholding Permits. County may "lock" any or all lots within the Property, which "3P precludes the continued issuance of building permits, zoning permits, septic permits, or any other maw P wrm3_. permit issued by any department of the County. m _ - 0 do- 2.3 Court Action. County may seek relief in law or equity by filing an action in the Weld GI"o 5 District Court or Federal District Court for the District of Colorado,except that no such civil action or order shall be necessary to access collateral for the purpose of completing improvements as .. D go- described above. d"=3 No �m a` Leeward Renewable Energy Development,LLC-USR19-0014-Phase I OFFSIAI9-0001 40No` Page 10 of 14 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. 3.0 Termination of Agreement. This Agreement shall terminate upon the earliest of the following events: 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: • 1.0 Successors and Assigns. 1.1 Operator may not delegate,transfer, or assign this Agreement in whole or in part,without N the prior express written consent of County and the written agreement of the party to whom the obligations under this Agreement are assigned. Consent to a delegation or an assignment will not 3• - 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 Imo of the property. The foregoing notwithstanding, Operator shall have the right to assign this ▪ _ agreement to Mountain Breeze Wind, LLC without the need for consent from the County and following such assignment, County will look solely to Mountain Breeze for performance of the • 'tl` obligations of this agreement and Operator will have no liability for any breach of this Agreement tec occurring subsequent to such assignment. ear a o 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 co a Il ■ assumed jurisdiction and maintenance responsibility over all roads affected by this Agreement. a%a` Leeward Renewable Energy Development,LLC-USR19-0014-Phase I OFFSIA19-0001 74.*a Page 11 of 14 I?-'c� 2.0 Severability. If any term or condition of this Agreement shall be held to be invalid, illegal, or unenforceable by a court of competent jurisdiction,this Agreement shall be construed and enforced without such provision, to the extent that this Agreement is then capable of execution within the original intent of the parties. 3.0 Governmental Immunity.No term or condition of this contract shall be construed or interpreted as a waiver, express or implied, of any of the immunities, rights, benefits, protections or other provisions, of the Colorado Governmental Immunity Act§§24-10-101 et seq., as applicable now or hereafter amended. 4.0 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/Jurisdiction. Colorado law, and rules and regulations established pursuant thereto, shall be applied in the interpretation,execution,and enforcement of this Agreement.Any provision included or incorporated herein by reference which conflicts with said laws, rules and/or regulations shall be null and void. In the event of a legal dispute between the parties,the parties agree that the Weld County District Court or Federal District Court for the District of Colorado shall have exclusive jurisdiction to resolve said dispute. 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 IN any and all judgments rendered against the County on account of any such suit, action or claim, and notwithstanding section 7.0 above, together with all reasonable expenses and attorney fees incurred by 0 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, )Z. loss, or damage arising from the intentional torts or the gross negligence of the County or its employees S while acting within the scope of their employment. All contractors and other employees engaged in GP construction of the improvements shall maintain adequate worker's compensation insurance and public mra3 liability insurance coverage,and shall operate in strict accordance with the laws and regulations of the State o r� of Colorado governing occupational safety and health. ("l U.0 W' : 10.0 Binding Arbitration Prohibited. Weld County does not agree to binding arbitration by any extra- E2 a judicial body or person.Any provision to the contrary in this Agreement or incorporated herein by reference foam at L� shall be null and void. d�.-.• N i.3 . Z m e� Leeward Renewable Energy Development,LLC-USR19-0014-Phase I OFFSIA19-0001 mgo Page 12 of 14 w O)N o r+-.a 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 the Weld County Code shall control. 4831963 Pages: 13 of 44 10/14/2019 12:14 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO VIII! I'R�N IIM4 t NIA 11111 Leeward Renewable Energy Development,LLC-USR19-0014-Phase I OFFSIA19-0001 Page 13 of 14 OPERATOR: Leeward Renewable Ener Development, LLC //'' By:. Date: / --3V 7 Name: JlL'M PP4t.v.iry•-- Title: ti(!l 1)✓PJ Al By: /k,—,-,-,"",M:.—_ Date: t� 730 /zn I g Name: JA Spiv /A. A LLt Ai Title: C_6 C) STATE OF COLORADO ) ) ss. County of Weld ) The foregoing instrument was acknowledged before me this_day of , 201_,by . WITNESS my hand and official seal. Notary Public • WELD COUNTY: 2 ATTES • dj W X1o'(1k BOARD OF COUNTY COMMISSIONERS 0 Weld o n Clerk to the B and D COUNTY,COL RADO iiikail_kir 1 1 o f B i, .�A�ilbwl,,e% f.) N Deputy Clerk t• the B,, C r % ara Kirkmeyer, C air OCT 9 2019 ere• � ; ' <�� `-�•—0 13624652_v1 - O ~ r c,. N. :� 0' • .t- No m e� �m a� Leeward Renewable Energy Development,LLC-USR19-0014-Phase I OFFSIAI9-0001 � �°c ~ Page 14 of 14 t)..�_ 020/9— 44-6.° in L USR19-0014 Leeward Renewable Energy Development EXHIBIT A - COST SHEET Mountain Breeze Wind - CR and CR ROW Upgrades I Total Cost ($) Notes `:fficelLaydown Site Prep 283 . 659 Laydown Construction compound Detention Basins at Laydown Yard 3 43.259 Detention area at Laydown yard Intersection Improvments (County ROW Part) 3 130 .893 2 Off Site and 7 Onsite New entrances (County ROW Part) 8 276. 624 CR Maintenance and improvments 3 926.724 Blade Maintain Upgrade County Roads . Culvert repair/replace and maintain 127.410 Maintain repair and replace Culverts on Haul routes Dust control .J 110.956 Temporary met towers 5 35 000 7 Met Towers * $5000 . 00 Each Total Collateral 1 934 625 00 4531963 Pages : 15 of 44 10 / 14 / 2019 12 : 14 PM R Fee : $0 . 00 Carly Koppes , Clerk and Recorder ; Weld County ; Co III raPliiii : HalI1111 ' 11fIAIL I �1 IL / JIM Iwa Iiiiillill III III EXHIBIT 2 a oCFztA4a• M 4531963 Pages : 16 of 44 10 / 14 / 2019 12 : 14 PM R Fee : $0 . 00 Carly Koppes , Clerk and Recorder , Weld County , CO III I II Mountain Breeze - Weld County, CO - 170MW - (6) x GE 116, (56) x GE 127 Mountain Breeze - Detail Schedule Data Date 18-Jul-19 Print Date 18-Jul-19 15 38 # Activity Name Remaining Start -Finish 2019 2020 Duration Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr 1 May Jun 1 Jul Aug a Sep 1 Mountain Breeze - Weld County, CO - 170MW - (6) x GE 116, (5 256.13 18-Jul-19 10-Jul-20 N I Mountain Breeze -Weld Cot 2 Level 1 Summary 254.13 22-Jul-19 10-Jul-20 N I Level l Summary 3 Engineering & Design 110.00 22-Jul-19 07- Jan-20 . Engineering & Design 4 Mobilization /Laydown Yard Construction 27.00 16-Sep-19 16-Ocf-19 glimmime Mobilization /Laydown Yard Construction 5 Access Road Construction 4920 26-Sep-19 26-Nov-19 Access Road Construction 6 Foundation Construction 85.80 04-Oct-19 17-Jan-20 Foundation Construction 7 WTG Dekvenes 84.80 15- Nov-19 27-Feb-20 • WTG Deliveries 8 WTG Main Erection 120.80 25- Nov-19 15-Apr-20 WTG Main Erection 9 Mechanical CompletionActivities 133.80 25-Nov-19 30-Apr-20 Mechanical ComplebonActivities 10 high Voltage Construction 163.60 06-Dec-19 16- Jun-20 High Voltage Construction 11 MV Collection (Plowing + Cable Installation) 67.00 13-Feb-20 01-May-20 MV Collection (Plowing + Cable Installation) 12 MV Collection (Terminations) 84.00 27-Feb-20 04-Jun-20 MV Collection (Terminations) 13 VLF Testing 39.00 08-May-20 23-Jun-20 VLF Testing 14 Substation Energization 0.00 16-Jun-20' • Substation Energization 15 Mountain Breeze -COD 0.00 10-Jul-20 ' • Mountain Breeze-COD 16 Project Milestone Dates 386.55 22-Jul-19 10-Jul-20 % I Project MilestoneDalas I 17 Owner Milestones 244.36 22-Jul- 19 U.' .,i1,I -2u N I Owner Milestones 18 LNTP # 1 -Initial Engineering & Crane Security 0.00 22-Jul-19' • LNTP # 1 -Initial Engineering & Crane Security 19 NTP 0.00 01-Aug-19' • NTP 20 Guaranteed Utility Backfeed 0.00 29-Feb-20' • Guaranteed Utility Backfeed 21 Guaranteed GSU Delivery 0.00 02-Mar-20' • Guaranteed GSU Delivery 22 Anticipated Completion Milestones 0.00 10-Jul-20 10-Jul-20 ♦ Anticipated Completion Mile. 23 RES -Substantial Completion 0.00 10-Jul-20 • RES -Substantial Completio 24 Site Investigation l 15.00 18-Jul-19 07-Aug-19 "m► Site Investigation 25 Geotech Site Investigation - Final Report 15.00 18-Jul-19 07-Aug-19 Geolech Site Investigation - Final Report : 26 Engineering & Design _ . - ; . 110.00 22-Jul-19 07-Jan-20 N I Engineering & Design 27 L,ivil 70.00 22-Jul-19 28-Oct-19 : N I Civil 28 Roads 60.00 22-Jul-19 14-Oct-19 Roads 29 Roads -Civil IFCArea # 1 20.00 22-Jul-19 16-Aug-19 Roads-Civil IFCArea # 1 ; 30 Roads-Civil IFCArea #2 20.00 19-Aug-19 16-Sep-19 Roads -CivilF Area #2 31 Roads-Civil IFCArea # 3 20.00 17-Sep-19 14-Oct-19 Roads -Civil IFCArea# 3 32 SWPPP 50.00 19-Aug-19 2&4ct-19 SWPPP 33 SWPPP -Plan Development Area # 1 10.00 19-Aug-19 30-Aug-19 � SWPPP - Plan Development-Area # 1 34 SWPPP -NOI# 1 10.00 19-Aug-19 30-Aug-19 Li SWPPP - NOI# 1 35 SWPPP -Plan Development-Area #2 10.00 17-Sep-19 30-Sep-19 II SWPPP -Plan Development-Area #2 36 SWPPP -NOI# 2 10.00 17-Sep-19 30-Sep-19 i SWPPP -NOI# 2 37 SWPPP -Plan Development-Area # 3 10.00 15-Oct-19 28-Oct-19 • I SWPPP -Plan Devebpment-Area # 3 38 1 SWPPP -NOI# 3 10.00 15-Oct-19 28-Oct-19 1 SWPPP -NOI# 3 39 Foundations 15.00 22-Jul-19 09-Aug-19 .1mm, Foundations 40 .. Issue Foundation FC Drawings 15.00 22-Jul-19 09-Aug-19 C.= K,sue Foundation IFC Drawings 41 Collection System 6200 22-Jul-19 16-Oct-19 Nrimmiermiw Collecion System 42 Collection System -60% Design 20.00 22-Jul-19 16-Aug-19 L__ 1 Collection System-60% Design . 43 Collection System -60% Design Review 10.00 19-Aug-19 30-Aug-19 II Collection System -60% Design Review 44 Collection System -90°/0 Design 15.00 03-Sep-19 23-Sep-19 Collection Systi;m-90% Design 45 Colection System-90% Design Review 12.00 24-Sep-19 09-Oct-19 Collection System-90% Design Review, 46 Issue Collection System IFC Drawings 5.00 10-Oct-19 16-Oct-19 p Issue Collection System IFC Drawings: 47 High Voltage 110.00 22-Jul-19 07- Jan-20 N I high Voltage a Remaining Level of Effort Actual Work Critical Remaining Work Page 1 of 10 TASK filter. MPS - Current Project Sort. a Actual Level of Effort Remaining Work N Milestone © Oracle Corporation EXHIBIT it °MCI ‘4 " bP • 4531963 Pages : 17 of 44 10 / 14 / 2019 12 : 14 PM R Fee : $0 . 00 Carly Koppes , Clerk and Recorder , Weld County , CO It ! ) PjIL d4 131111 ! M I rR i' i'i, 11111 Mountain Breeze - Weld County. CO - 170MW - (6) x GE 116, (56) x GE 127 Mountain Breeze - Detail Schedule Data Date. 18-Jul-19 Print Date. 18-Jul-19 15 38 # Activity Name Remaining Start Finish 2019 2020 Duration Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep 48 Substation 110.00 a 07-Jan-20 ♦ I Substation 49 Substation -60% Design 35.00 22-Jul-19 09-Sep-19 1 - -1 Substation -60%-Design 50 Substation -60% Design Review 10.00 10-Sep-19 23-Sep-19 O Substation -60c/a Design Review 51 Substation -90% Design 40.00 24-Sep-19 18-Nov-19 I I Substation -90% Design 52 Substation - 90% Design Review 10.00 19-Nov-19 06-De c-19 Substation -90% Design Review 53 Issue Substation IFC Drawings 15.00 06-Dec-19 07-Jan-20 Issue Substation IFC Drawings 54 Transmission Line 105.00 22-Jul-19 20-Deo-19 • 5 I Transmission Line 55 Transmission Line -60% Design 35.00 22-Jul-19 09-Sep-19 Transmission Line -60% Design 56 Transmission Line -60% Design Review 10.00 10-Sep-19 23-Sep-19 Transmission Line -60% Design Riaview 57 lransrTllsslon Line -90% Design 35.00 24-Sep-19 11 - Nov-19 Transnussion Line -90% Design 58 Transmission Line -90% Design Review 10.00 12-Nov-19 26- Nov-19 I Transmssion Une -90% Design Review 59 Issue Transmission Line IFC Drawings 15.00 26-rv-19 20-Dec-19 I _ I Issue Transmission Line IFC Drawings 60 Procurement & Delivery 175.00 22-Jul-19 07-Apr-20 5 I Procurement& Delivery 61 Roads 30.00 22-Jul-19 30-Aug-19 Ws, Roads 62 Roads -Locate Source & Place Orders 5.00 22-Jul-19 26-Jul-19 ❑ Roads-Locate Source & Place Orders 63 Roads -Crushing 20.00 29-Jul-19 23-Aug-19 Roads-Crushing 64 Roads -Delivery . 5.00 26- Aug-19 30-Aug-19 0 Roads- Delivery 65 Foundations 45.00 22-Jul-19 23-Sep-19 Foundations 66 Foundations -Secure Production Slot & Place Orders (90% Design) 5.00 22-Jul-19 26-Jul-19 0 Foundations-Secure Production Slog& Place Orders (90% Design) 67 Foundations -Rebar& Bolt Fabncabon (90°/0 Design) 35.00 29-Jul-19 16-Sep-19 F Foundations-Rebar & Bolt Fabrication (90% Design) 68 Foundations -Dekvery - 1stLoads 5.00 17-Sep-19 23-Sep-19 ❑ Foundations-Delivery- lstLoads 69 Collection System 110.00 03-Sep-19 18-Feb-20 ♦ I Collection System 70 Cable 110.00 03-Sep-19 18-Feb-20 ♦ I Cable 71 CoNecbr-MV Cable -Secure Production Slots & Place Orders 5.00 03-Sep-19 09-Sep-19 ❑ CoNecbr-MV Cable -Secure Producion Sbfs & Place Orders 72 Collector -MV Cable Fabrication 100.00 10-Sep-19 11-Feb-20 Collector-MV Cable Fabncabon 73 Collector -MV Cable Delivery - 1st Delivery 5.00 11-Feb-20 18-Feb-20 ❑ Collector -MV Cable Delivery - 1st Delivery 74 Junctibn Boxes 45.00 10-Oct-19 17-Dec-19 Junction Boxes 75 Collector-Junction Boxes -Secure Production Slots & Place Orders 5.00 10-Oct-19 16-Oct-19 ❑ Colecbr-Jundon Boxes•-Secure Production Slots & Place Orders 76 Collecbr -JunctionBoxes -Fabrication 30.00 17-Oct-19 03-Dec-19 1 Collecbr-JunctionBoxes -Fabncabon 77 Collector -JunctionBoxes-Delivery 10.00 03-Dec-19 17-Dec-19 II Colector-JunctionBoxes - Delivery 78 Pad Mount Transfonner(By Owner) 1 .00 01-Nov-19 01-Nov-19 V Pad MountTransformer (ByOwner) 79 Collecbr-Pad MountTransformer Dekvery (1st Load) -by Owner 1 .00 01-Nov-19' 01-Nov-19 I Collecbr-Pad Mount Transformer Dekvery (1st Load)-byOwner 80 MET Towers 115.00 15.Oct-19 07-Apr-20 ♦ I MET Towers 81 MET Tower -issue Purchase Order 5.00 15-Oct-19 21-Oct-19 0 MET Tower-Issue Purchase Order 82 MET Tower-Fabncabon 100.00 22-Oct-19 24-Mar-20 MET Tower-Fabncabon 83 METTower -Delivery 10.00 24-Mar-20 07-Apr-20 ❑ METTower -Delivery 84 Substation 135.00 10-Sep-19 31-Mar-20 ♦ • I Substation 85 GSU 1 .00 02-Mar-20 02-Mar-20 ♦ GSU 86 MPT 1 Dekvery 1 .00 02-Mar-20 02-Mar-20 I MPT 1 Dekvery 87 Long-Lead(Non-GSU) 135.00 10-Sep-19 31-Mar-20 ♦ I Long-Lead (Non-GSU) 88 Control Enclosure 130.00 10-Sep-19 24-Mar-20 ♦ I Control Enclosure 89 Substation Control Enclosure -Secure Production Slot& Place Order 10.00 10-Sep-19 23-Sep-19 Substation Control Enclosure - Secure Production Slot& Place Order 90 Substation Control Enclosure -Fabrication 115.00 24-Sep-19 17-Mar-20 Substation Control Enclosure - Fabncabon 91 • Substation Control Enclosure -Delivery 5.00 17-Mar-20 24-Mar-20 ❑ Substation Control Enclosure -Dekvery 92 Breakers +Switches 135.00 10-Sep-19 31-Mar-20 ♦ I Breakers + Switches 93 Breakers,Cap Banks -Secure Production Slots 10.00 10-Sep-19 23-Sep-19 lI Breakers,Cap Banks-Secure Production Slots 94 ' Breakers, Cap Banks-Fabrication 115.00 24-Sep-19 17-Mar-20 Breakers,Cap Banks-Fabncabon 95 Breakers,Cap Banks-Delivery 10.00 17-Mar-20 31-Mar-20 ❑ Breakers, Cap Banks-Dekvery in=milmi Remaining Level of Effort Actual Work Cnbcal Remaining Work Page 2 of 10 TASK filter. MPS - Current Project Sort. Actual Level of Effort Remaining Work M Milestone © Oracle Corporation 4531963 Pages : 18 of 44 10 / 14 / 2019 12 : 14 PM R Fee : $0 . 00 Carly Koppes , Clerk and Recorder , Weld Couiiw CO III ElPidEljnfir ' ' 511 ; ,liAtlirkiiriRiiiiii 111111 Mountain Breeze - Weld County, CO - 170MW - (6) x GE 116, (56) x GE 127 Mountain Breeze - Detail Schedule Data Date 18-Jul-19 Print Date 18-Jul-19 15 38 # Activity Name Remaining Start Finish 2019 2020 Duration Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep 96 Transmission Line 90.00 24-Sep-19 11-Feb-20 N I Transmission Line 97 Transmission Line -Secure Production Slot & Place Orders 500 24-Sep-19 30-Sep-19 ❑ Transmission Line -Secure Production Slots & Place Orders 98 Transmission Line -Fabrication 75.00 01.Oct-19 28-Jan-20 I Transmission Line -Fabrication 99 Transmission Line -Deivery 10.00 28-Jan-20 11 -Feb-20 I I Transmission Line -Delivery 100 Construction 194.00 16-Sep-19 26-Jun-20 ♦ I Construction 101 wloorlrzahon I Laydown Yard Construction 23.00 16-Sep-19 16-Od-19 Timm. Mobilization /Laydown Yard Construction 102 Mobilization 3.00 16-Sep-19° 18-Sep-19 0 Mobilization 103 Laydown Yard /Site Compound Construction 20.00 19-Sep-19 16-Oct-19 Laydown Yard /Site Compound Construction 104 Batch Plant Setup 15.00 26-Sep-19 17-OA-19 T T Bath Plant Setup 105 Bath Plant Dekvery 5.00 26-Sep-19 02-Oct-19 ❑ Batch Plant Delivery 106 Bath PlantConstrucbon 5.00 03-Oct-19 09-Oct-19 ❑ Batch Plant Construction 107 Batch Plant-Quality Testing 5.00 10-Oct19 16-Oct-19 D Batch Plant-Quality Testing 108 Approved for Operation (Tesing + Teal Bath Complete) 0.00 17-Oct-19 • Approved for Operation (Testing + Trial Bath Complete) 109 Clear + Grub 35.00 26-Sep-19 13-Nov-19 WIII Clear + Grub 110 Circuit 1 -Clear + Grub 4.00 26-Sep-19 01-Oct-19 ❑ Circuit 1 -Clear + Grub 111 Circuit2 -Clear + Grub 4.00 02-Oct-19 07-Oct-19 0 Circuit2-Clear+ Grub 112 Circuit -Gear + Grub 4.00 08-Oct-19 11-Oct-19 0 Circuit -Clear + Grub 113 Circuit 4 -Clear + Grub 400 14-Oct-19 17-Oct-19 0 Circuit 4 -Clear + Grub 114 Circuit 5 -Clear + Grub 4.00 18-Oct-19 23-Oct-19 0 Grcuit5 -Clear + Grub 115 Circuit -Gear + Grub 4.00 29-Oct-19 01-Nov-19 0 Circuit -Gear + Grub 116 Circuit 7 -Clear + Grub 4.00 04-Nov-19 07-Nov-19 0 Circuit -Clear + Grub 117 Circuit 8 -Clear + Grub 4.00 08-Nov-19 13- Nov-19 ❑ Circuit8 -Clear+ Grub 118 Access Roads 69.00 27-Sep-19 16-Jan-20 ♦ I Access Roads 119 New Access Road Construction-1094423 LF 42.00 27-Sep-19 26-Nov-19 ri , NewAccess Road Construction - 109 423 LF 120 Circuit -New Road Install 5.00 27-Sep-19 03-Oct-19 D Circuit 1 -New Road Instal 121 Grcuit2 -New Road Install 500 08-Oct-19 14-Oct-19 ❑ Circuit -New Road Install 122 Circuit 3 - New Road Instill 5.00 15.Oct-19 21-Oct-19 ❑ Circuit 3 -New Road Install 123 Circuit4 -New Road Install 500 22-Oct-19 28-Oct-19 O Circuit -New Road Install 124 Circuit -New Road Install 5.00 29-Oct-19 04- Nov-19 O Circuits -New Road Install 125 Grcuit6 -New Road Install 500 05-Nov-19 11-Nov-19 ❑ Circuit6 -NewRoadlnstall 126 Circuit 7 -New Road Install 5.00 12- Nov-19 18-Nov-19 ❑ Circuit 7 -New Road Install 127 Circuit8 -New Road Instill 500 19- Nov-19 26- Nov-19 ❑ Circuit 8 -New Road Instal 128 Existing Road Upgrades -63,360 LF 40.00 04-Oct-19 04-Dec-19 IlmilI Existing Road Upgrades -63,360 LF 129 Circuit 1 -Existing Road Improvements 3.00 04-Oct-19 08-Oct-19 0 Circuit,l -Existing Road Improvements 130 Circuit 2 -Existing Road Improvement 3.00 15-Oct-19 17-Oct-19 0 Circuit 2 -Existing Road Improvement 131 Circuit -Existing Road Improvements 3.00 22-Oct-19 24-Oct-19 • 0 Circuit3 -Existing RoadImprovernents 132 Circuit4 - Existing Road Improvements 3.00 29-Oct-19 31-Oct-19 B Circuit 4 -Exising Road Improvements 133 Circuit -Exisbng Road Improvement 3.00 05-Nov-19 07-Nov-19 0 Circuits -Existing Road Improvements 134 Grcuit6 -Existing Road Improvements 3.00 12-Nov-19 14-Nov-19 0 Circuit 6 -Exising Road Improvements 135 Circuit? -Existing Road Improvements 3.00 19-Nov-19 22- Nov-19 0 Circuit 7 -Existing Road Improvement 136 Circuit8 -Existing Road Improvements 3.00 26-Nov-19 04-Dec-19 ED Circuit8 -Exisbng Road Improvements 137 Crane Walks 1 Shoulderimprovements 64.00 04-Oct-19 16-Jan-20 ♦ I Crane Walks/Shoulder Improvements 138 Circuit1 -Crane Walks/Sho Ilk'erImprovements 8.00 04-Oct-19 15-Oct-19 ❑ Circuit 1 -Crane Walks /Shoulder Improvements 139 Circuit 2 -Crane Walks /Shoulder Improvements 8.00 16-Oct-19 25.Oct-19 0 Circuit 2 -Crane Walks/Shoulder knprovement 140 Circuit 3 -Crane Walks/Shoulder knprove me nts 8.00 28-Oct-19 06-Nov-19 N Circuit 3 -Crane Walks /Shoulder knprovements 141 Circuit4 -Crane Walks/S ho ukie r Improvements 8.00 07- Nov-19 18-Nov-19 I1 Circuit 4 -Crane Walks/Shoulder Improvements 142 Circuit -Crane Walks/Shoulder Improvements 8.00 19- Nov-19 04-Dec-19 ❑ Grcuit5 -Crane Walks/Shoulderlmprovements 143 Circuit -Crane Walks/Shoulder Improvements 8,00 04-Dec-19 16-Dec-19 Circuit -Crane Walks/Shoulder Improvements ismsmom Remaining Level of Effort Actual Work Critical Remaining Work Page 3 of 10 TASK filter MPS - Current Project Sort. iimilini Actual Level of Effort Remaining Work 00 Milestone c.0 Oracle Corporation 4531963 Pages : 19 of 44 10 / 14 / 2019 12 : 14 PM R Fee : $0 . 00 Carly Koppes , Clerk and Recorder , Weld County ; CO IIIpia � '7: kttkIliw di,: I. � NrliIiiiili ; 'iii tic iv liii Mountain Breeze - Weld County, CO - 170MW - (6) x GE 116, (56) x GE 127 Mountain Breeze - Detail Schedule Data Date 18-Jul-19 Punt Date 18-Jul-19 1538 # Activity Name Remaining Start Finish 2019 r 2020 Duration Jun Jul j Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul 1 Aug Sep i 144 Circuit 7 -Crane Walks /Shoulder Improvements 8.00 16-Dec-19 06-Jan-20 Circuit 7 -Crane Walks/Shoulder Improvements 145 Circuit Crane Walks /Shoulder Improvements 8.00 06-Jan-20 16-Jan-20 • t• Circuit 8 -Crane Walks/Shoulder lmprovenrents 146 Foundation Construction (62 Fdtns) 62O0 04-Oct-19 14-Jan-20 :N / Foundation Construction (62 Fdtis) 147 Strip 8 Balance Pad Sites 46.00 04-Oct-19 12-Dec-19 Strip d Balance Pad Sites 148 Circuit 1 -Strip + Balance Pad Sites 9.00 04-Oct-19 16-Oct-19 II Circuit -Strip + Balance Pad Sites 149 Circuit2 -Strip + Balance Pad Sites 9.00 15-Oct-19 25-Oct-19 IIIIII Circuit2 -Step + Balance Pad Sites 150 Circuit 3 -Strip + Balance Pad Sibs 9.00 22-Oct-19 01- Nov-19 Circuit 3 -Strip + Balance Pad Sites 151 Circuit4 -Step + Balance Pad Sibs 9.00 29-Oct-19 08-Nov-19 MB Circuit -Strip + Balance Pad Sites 152 Circuits -Strip + Balance Pad Sites 9.00 05- Nov-19 15-Nov-19 =I Grcuit5 - Strip + Balance Pad Sites 153 Circuit6 -Strip + Balance Pad Sibs 9.00 12- Nov-19 25-Nov-19 Circuit6 -Strip + Balance Pad Sites 154 Circuit 7 -Strip + Balance Pad Sits 9.00 19-Nov-19 05-Dec-19 Cncuit 7 -Strip + Balance Pad Sites 155 Circuit -Strip + Balance Pad Sites 9.00 26-Nov-19 12-Dec-19 I Circuit8 -Strip + Balance Pad Sites 156 Foundation Excavations 42.00 17-Oct-19 19- ec-19 Foundation Excavatons 157 1 - Circuit 1 -Foundation Excavations 8.00 17-Oct-19 28-Oct-19 O Circuit 1 -Foundation Excavations 158 Circuit 2 -Foundation Excavations 7.00 28-Oct-19 05- Nov-19 O Circuit 2 -Foundation Excavations 159 Circuit3 -Foundation Excavations 6.00 04-Nbv-19 11-Nov-19 O Circuit3 -Foundation Excavations 160 Circuit4 -Foundation Excavations 5.00 11- Nov-19 15-Nov-19 ❑ Grcuit4 -Foundation Excavations 161 Circuit -Foundation Excavations 5.00 18-Nov-19 25-Nov-19 0 Circuit -Foundation Excavabons 162 Circuit6 -Foundation Excavations 5.00 25-Nov-19 05-Dec-19 MI Circuit 6-Foundation Excavations 163 Circuit? -Foundation Excavabons 5.00 05-Dec-19 12-Dec-19 O Circuit -Foundation Excavations 164 Circuit -Foundation Excavations 5.00 12-Dec-19 19-Dec-19 0 Circuit 8 - Foundation Excavations 165 Mud Mats 42.00 18-Oct-19 20-Dec-19 Mud Mats 166 Circuit 1 -Mud Mats 8.00 18.Oct-19 29-Oct-19 II Circuit 1 -Mud Mats 167 Circuit -Mud Mat 7.00 29-Oct-19 06- Nov-19 C] Circuit2 -Mud Mats 168 Circuit -Mud Mats 6O0 05- Nov-19 12-Nov-19 0 Grcuit3 Mud Mats 169 Grcuit4 -Mud Mats 5.00 12-&w-19 18-Nov-19 0 Circuit -Mud Mats 170 Circuits -Mud Mats 5.00 19-Nov-19 26-Nov-19 l= Circuit 5 -Mud Mats 171 Circuit6 -Mud Mats 5.00 26- Nov-19 06-Dec-19 NM Circuit6 -Mud Mats 172 Circuit -Mud Mats 5.00 06-Dec-19 13-Dec-19 O Circuit -Mud Mats 173 Circuit -Mud Mats 5.00 13-Dec-19 20-Dec-19 p Circuit -Mud Mats 174 Bottom Mat Rebarinstalation 42.00 21-Oct-19 30-Dec-19 Bottom Mat Rebar Installation 175 Circuit -BottomMatRebarInstalation 8.00 21-Oct-19 30-Oct-19 II Circuit1 -Bottom Mat Rebar Installation 176 Circuit 2 - Bottom Mat Reba rInstallation 7.00 30.Oct-19 07- Nov-19 O Grcuit2 -Bottom Mat Re bar Installation 177 Circuit 3 -Bottom Mat Reba rInstallation 6.00 06-Nov-19 13-Nov-19 O Circuit 3 -Botrr Mat Rebar Installation 178 Circuit - Bottom Mat Rebar Instalabon 500 13- Nov-19 19-Nov-19 O Circuit 4 - Bottom Mat Rebar Installation 179 Circuit 5 - Bottom Mat Reba rInstalaion 5.00 20-Nov-19 02-Dec-19 . Circuit 5 7 Bono m Mat Reba rInstallation 180 Circuit6 -Bottom Mat Rebar Installation 5.00 02-Dec-19 09-Dec-19 O Circuit6 -Bottom Mat Rebar Installation 181 Circuit 7 -Bottom Mat Reba rInstallation 5.00 09-Dec-19 16-Dec-19 0 Circuit 7 -Bottom Mat Rebar Installation 182 Circuit 8 -Bottom Mat Reba rInstallation 5.00 16-Dec-19 30-Dec-19 Circuit 8 -Bottom Mat RebarInstallation 183 Bo&Cagelnstahtion ' 42.00 22-Oct-19 31-Dec-19 imImilmu , Bolt Cage Installation 184 Grcuitl -Bolt Cage Installation 8.00 22-Oct-19 31-Oct-19 I1 Circuit 1 -BoltCagelnstalaton 185 Circuit -Bolt Cage Installation 7.00 31-Oct-19 08-Nov-19 O Circuit -Bolt Cage Installation 186 Circuit 3 -Bolt Cage Installation 6.00 07-Nov-19 14-Nov-19 0 Circuit 3 - Bolt Cage lnstalaion 187 Circuit - Bolt Cage Installation 5.00 14- Nov-19 20-Nov-19 0 Grcuit4 - Bolt Cage Installation 188 Circuit 5 -Bolt Cage Installation 5.00 21-Nov-19 03-Dec-19 II Circuits -BoltCagelnstalabon • 189 i Circuit6 -Bolt Cagelnstallabon 5.00 03-Dec-19 10-Dec-19 0 Circuit6 -Bolt Cage Installation 190 Circuit -Bolt Cage Installation 5.00 10-Dec-19 17-Dec-19 . 0 Circuit? -Bolt Cage Installation 191 Grcuit8 -Bolt Cagelnstallabon 5.00 17-Dec-19 31-Dec-19 II Circuit 8 -Bolt Cage Installation sormmi Remaining Level of Effort Actual Work Critical Remaining Work Page 4 of 10 TASK filter: MPS - Current Project Sort. a Actual Level of Effort Remaining Work M Milestone U Oracle Corporation 4531963 Pages : 20 of 44 10 / 14 / 2019 12 : 14 PM R Fee : $0 . 00 Carly Koppes , Clerk and Recorder , Weld County , CO III pipintir iiIIIiiiiIH Mountain Breeze - Weld County, CO - 170MW - (6) x GE 116, (56) x GE 127 Mountain Breeze - Detail Schedule Data Date: 18-Jul-19 Print Date: 18-Jul-19 15:38 # Activity Name Runraininy Sti-ut Hush 2019 2020 Duration Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep 192 Grounding instatation 42.00 23-Oct-19 03-Jan-20 Grounding Instalaton 193 Circuit 1 -Grounding Instalaton 8.00 23-Oct-19 01-Nov-19 C] Circuit 1 -Grounding Instalaton 194 Circuit 2 -Grounding Instalalon 7.00 01-Nov-19 11-Nov-19 Mil Circuit 2 -Grounding Instalaton 195 Grcuit3 -Grounding Instalaton 6.00 08-Nov-19 15- Nov-19 Q GIGO 3 -Grounding Instalaton 196 Grcwt4 -Grounding Instalaton 5.00 15-Nov-19 22-Nov-19 Q Grcurt4 -Grounding Instalaton 197 Grcwt5 -Grounding Instalaton 5.00 22- Nov-19 04-Dec-19 Grcurt5 -Grounding Instalaton 198 Grcuit6 -Grounding Instalaton 5.00 04-Dec-19 11-Dec-19 Q Circuit 6 -Grounding hstalaton 199 Circuit? Grounding Instalaton 5.00 11-Dec-19 18-Dec-19 Q Circuit -Grounding Instalaton 200 Grcuit8 -Grounding Installation 5.00 18-Dec-19 03-Jan-20 1 Circuit 8 -Grounding Instalaton 201 Top Mat Rebar hstabation 42.00 23-Oct-19 03,1an 20 Top Mat Rebar Instalaton 202 Circuit -Top Mat Rebarinstallation 8.00 23-Oct-19 04-Nov-19 I Grcuit1 -Top Mat Rebar InstaNation 203 Circuit 2 -Top Mat Rebarinstallabon 7.00 01- Nov-19 12-Nov-19 II Circurt2 -Top Mat ReharInstalaton 204 Circuit 3 -Top Mat Re bar Installation 6.00 06-Nov-19 18- by-19 INN Circuit 3 -Top Mat Re bar Installation 205 Circuit4 -Top Mat Rebar Installation 5.00 15-Nov-19 22-Nov-19 Q Circuit 4 -Top Mat Rebar InstaNaton 206 Grcurt5 -Top Mat Reba rinstallabon 5.00 22-Nov-19 04-Dec-19 II Grcurt5 -Top Mat Rebarinstalaton 207 Grcuit6 -Top Mat Rebarinstallabon 51)0 04-Dec-19 11-Dec-19 • Q Grcuit6 -Top Mat RebarIns-tallabon • 208 Circuit? -Top Mat Rebar Installation 5.00 11-Dec-19 18-Dec-19 • Q Grcuit7 -Top Mat Rebarinstalalon 209 Grcuit8 -Top Mat Rebar Installation 5.00 18-Dec-19 03- Jan-20 Circuit -Top Mat Rebar Instalaton 210 Base Pours 42.00 24-Oct-19 06-Jan-20 Base Pours 211 Circuit 1 -Base Pours 8.00 24-Oct-19 05-Nov-19 Circuit 1 - Base Pours 212 Circuit - Base Pours 7.00 04-Nov-19 13-Nov-19II Grcuit2 -Base Pours I 213 Circuit 3 - Base Pours 6.00 11- Nov-19 19-Nov-19 Q Circuit 3 -Base Pours 214 Grcuit4 -Base Pours 5.00 18-Nov-19 25-Nov-19 Q Circuit4 -Base Pours 215 Grcuit5 -Base Pours 5.00 25- Nov-19 05-Dec-19 I• Circuits -Base Pours 216 Grcuit6 -Base Pours 5.00 05-Dec-19 12-Dec-19 Q Circuit -Base Pours 217 Circuit -Base Pours 5.00 12-Dec-19 19-Dec-19 Q Circuit 7 -Base Pours 218 Grcuit8 -Base Pours 5.00 19-Dec-19 06- Jan-20 Circuit -Base Pours 219 Conduithstabtion 42.00 25.Oct-19 07- Jan-20 Condwtlnstalation 220 Circuit 1 -Condurtlnstalalon 8.00 25-Oct-19 06- Nov-19 I I Mall -Conduit Instalaton 221 Circuit 2 -Cc ndurtlnstalaton 7.00 05-Nov-19 14- Nov-19 Q Grcuit2 -Conduitlnstallabon 222 Circuit 3 -Conduit lnstalalon 6.00 12-Nov-19 20-Nov-19 Q Orcuit3 Conduit lnstalaton 223 Grcuit4 -Conduit Instalaton 5.00 19-Nov-19 26- Nov-19 O Circurt4 -Conduit lnsblaton 224 Grcwt5 -Conduit Instalaton 5.00 26- Nov-19 06-Dec-19 Grcurt5 -Conduit lnstalaton 225 Grcuit6 Conduitlnstalalon 5.00 06-Dec-19 13-Dec-19 • • Q Grcuit6 -Conduitlnstalaton 226 Occult 7 -Conduit Instalaton 5.00 13-Dec-19 20-Dec-19 Q Circuit 7 -Condurtlnstala ton 227 Grcuit8 -Conduit lnstalaton 5.00 20-Dec-19 07-Jan-20 Circuit 8 -co nduitlnstalaton 228 Pedestal Rebarhstaration 42.00 28-Oct-19 08-Jan-20 Pedestal Rebarinstallabon 229 Circuit1 -PedestalRebarinstallation 8.00 28-Oct-19 06-Nov-19 1 Circuitl -PedestalRebarinstallalon 230 Circuit2 -Pedestal Rebar Installation 7.00 06-Nov-19 14- Nov-19 I= Circuit -Pedestal Rebar Installation 231 Circuit 3 -Pedestal Rebar Installation 6.00 13- Nov-19 20-Nov-19 Q Circuit3 -Pedestal Rebar Installation 232 Grcuit4 -Pedestal Rebar Installation 51)0 20-Nov-19 02-Dec-19 II Circuit -Pedestal Rebar Installation 233 Circuit 5 -Pedestal Rebar Installation 5.00 02-Dec-19 09-Dec-19 Q Grcuit5 -Pedestal Rebar Installabon 234 i Circuit6 -Pedestal Rebar Installaton 5.00 09-Dec-19 16-Dec-19 Q Grcuit6 -Pedestal Rebar Installabon 235 Circuit 7 -Pedestal Rebar Installation 5.00 16-Dec-19 30-Dec-19 II Circuit 7 - Pedestal Rebar Installaton 236 Circuit -Pedestal Rebar Installation 5.00 30-Dec-19 08-Jan-20 II Grcuit8 -Pedestal Rebar Installation 237 Pedestal Pours 42.00 29-Oct-19 09-Jan-20 Pedestal Pours 238 Circuit -Pedestal Pours 8.00 29-Oct-19 07-Nov-19 Q Circuit 1 -Pedestal Pours 239 Circuit Pedestal Pours 7.00 07-Nov-19 15-Nov-19 C Grcuit2 -Pedestal Pours I -- -- - a Remaining Level of Effort Actual Work - - CnlcalRemaining Work Page 5 of 10 TASK filter MPS - Current Project Sort. a Actual Level of Effort Remaining Work 40 Milestone © Oracle Corporation 4531963 Pages : 21 of 44 10 / 14 / 2019 12 : 14 PM R Fee : $0 . 00 Carly Koppes , Clerk and Recorder , Weld County ; CO rjr % bilk triNitli � tilLiiiiiTraPatiiiiIIIiiiiiriiioci 1iiii Mountain Breeze - Weld County, CO - 170MW - (6) x GE 116, (56) x GE 127 Mountain Breeze - Detail Schedule Data Date 18-Jul-19 Print Date 18-Jul-19 15.38 # Activity Name Remaining Start Finish - 2019 2020 Duration Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep 240 Circuit -Pedestal Pours 6.00 14- Nov-19 22- Nov-19 I= Grcuit3 - Pedestal Pours - 241 Circuit4 -Pedestal Pours 5.00 21-Nov-19 03-Dec-19 I 1 Circuit4 -Pedestal Pours 242 Circuit -Pedestal Pours 5.00 03-Dec-19 10-Dec-19 O Circuit 5 - Pedestal Pours 243 Circuit6 -Pedestal Pours 5.00 10-Dec-19 17-Dec-19 O Circuit6 -Pedestal Pours 244 Circuit 7 -Pedestal Pours 5.00 17-Dec-19 31-Dec-19 I Circuit7 Pedestal Pours 245 Circuit8 -Pedestal Pours 5.00 31-Dec-19 09-Jan-20 O Circuit8 -Pedestal Pours 246 Foundation Backti 42.00 01-Nov-19 14-Jan-20 IllimV Foundation Backfil 247 Circuit 1 -Foundation Backfills + Compaction 8.00 01-Nov-19 12-Nov-19 II Circuit 1 -Foundation Backfills + Compaction 248 Circuit2 -Foundation Backfills + Compaction 7.00 12- ov-19 20- Nov-19 O Circuit2 -Foundation Backfilis + Compaction 249 Circuit 3 - Foundation Backfills + Compaction 6.00 19-Nov-19 02-Dec-19 I I Circuit 3 - Foundation Backfils + Compaction 250 Circuit4 -Foundation Backlills + Compaction 5.00 26-Nov-19 06-Dec-19 NM Circuit4 -Foundation Backfils + Compaction 251 Circuit -Foundation Backbit + Compaction 5.00 06-Dec-19 13-Dec-19 O Circuit -Foundation Backfilis + Compaction 252 Circuit6 -Foundation Backfills + Compaction 5.00 13-Dec-19 20-Dec-19 0 Circuit6 -Foundation Backfils + Compaction 253 Circuit -Foundation Backfills + Compaction 5.00 20-Dec-19 07-Jan-20 I _ I Circuit 7 -Foundation Backfils + Compacion 254 Circuit8 -Foundation Backfills + Compaction 5.00 07-Jan-20 14-Jan-20 O Circuit 8 -Foundation Backfils + Compaction 255 Crane Pad Construction (68 Crane Pads) 42.00 06-Nov-19 17-Jan-20 Crane Pad Construction (68 Crane Pads) 256 Circuit 1 -Crane Pads 8.00 06-Nov-19 15- Nov-19 II Circuit 1 -Crane Pads 257 Circuit 2 -Crane Pads 7.00 15- Nov-19 26- Nov-19 I Circuit 2 -Crane Pads 258 Circuit3 -Crane Pads 6.00 22-Nov-19 05-Dec-19 I Circuit3 -Crane Pads 259 Circuit4 -Crane Pads 5.00 04-Dec-19 11-Dec-19 O Circuit4 -Crane Pads 260 Circuit 5 -Crane Pads 5.00 11 -Dec-19 18-Dec-19 CI Circuit5 -Crane Pads 261 Circuit6 -Crane Pads 5.00 18-Dec-19 03-Jan-20 Circuit6-Crane Pads 262 Circuit7 -Crane Pads 5.00 03-Jan-20 10-Jan-20 O Grcwt7 -Crane Pads 263 Circuit 8 -Crane Pads 5.00 10-Jan-20 17-Jan-20 O Circuit 8 -Crane Pads 264 Wind Turbine Generators - (6) GE 116s, (56) GE 127s 119.00 01-Nov-19 30-Apr-20 ♦ I Wind Turbine Generators- (6) GE 116s, (56) GE 127s 265 Swtchgear Deivery+Instal 42.00 04- Nov-19 15Jan-20 Swilr hgear Dekvery + Instal 266 Circuit 1 -Swithgear Delivery + Instal 5.00 04-Nov-19 08-Nov-19 0 Circuit 1 -Swtt;hgear Dekvery+ Instal 267 Circuit2 -Swithgear Delivery + Install 5.00 13-Nov-19 19-Nov-19 O Circuit -Swithgear Delvery + Instal 268 Circuit 3 -Swthgear Delvery + Install 5.00 20-Nov-19 02-Dec-19 II Circuit 3 -Swthgear Delivery '- Instal 269 Circuit4 -Swrthgear Delivery + Install 5.00 02-Dec-19 09-Dec-19 0 Circuit4 -Swthgear Delivery + Instal 270 Circuit -Swithgear Delivery + Install 5.00 09-Dec-19 16-Dec-19 0 Circuit -Swrthgear Delivery + Instal 271 Circuit6 -Swithgear Delivery + Install 5.00 16-Dec-19 30-Dec-19 O Circuit6 -Swwthgear Delivery + Instal 272 Circuit -Swthgear Delivery + Install 5.00 30-Dec-19 08-Jan-20 I= Circuit:7 -Swithgear Delivery + Instal 273 Circuit -Swithgear Delivery + Install 5.00 08-Jan-20 15-Jan-20 O Circµit8 -Swrtchgear Delivery + Instal 274 Turbine Deiveryto Laydown Yard - 74.00 01-Nov-19 27-Feb-20 ♦ 1 Turbine Delivery b Laydown Yard 275 Offload Turbine Components @ Laydown Yard 10.00 01-Nov-19' 14-Nov-19 II Offload Turbine Components @ Laydown Yard 276 Haul Component from Laydown Yard to Pad Sits 10.00 13-Feb-20' 27-Feb-20 • I Haul Component from Laydown Yard b Pad Sites 277 Turbibe Mad-5 WTGsNVk 64.00 15-Nov-19 27-Feb-20 ♦ 1 Turbine Crffioad -5 WTGsNVk 278 Circuit 1 -Offload Turbine Component @ Pad Sit 8.00 15-Nov-19 02-Dec-19 Circuit 1 -Offload Turbine Components @ Pad Site 279 Circuit 2 -Offload Turbine Component @ Pad Site 8.00 02-Dec-19 12-Dec-19 — Circuit 2 -Offload Turbine Components@ Pad Site 280 Circuit 3 -Offload Turbine Component @ Pad Sit 8.00 12-Dec-19 31-Dec-19 Circuit 3 -Offload Turbine Component @ Pad Site 281 Circuit4 -Offload Turbine Components @ Pad Site 8.00 31-Dec-19 14-Jan-20 I J Circuit4 -Offload Turbine Components @ Pad Site • 282 Circuit5 -Offload Turbine Component @ Pad Sit 8.00 14-Jan-20 24-Jan-20 IMO Circuit 5 -Offload Turbine Component @ Pad Site 283 Circuit6 -Offload Turbine Component @ Pad Sit 8.00 24-Jan-20 05-Feb-20 Circuit6 -Offload Turbine Component @ Pad Site 284 Circuit7 -Offload Turbine Component @ Pad Sit 8.00 05-Feb-20 17-Feb-20 II Circuit7 -Offload Turbine Component @ Pad Sit 285 Circuit -Offload Turbine Components @ Pad Site 8.00 17-Feb-20 27-Feb-20 NM Circuit -Offload Turbine Components @ Pad Site 286 Base/Mid Erection+ Rotor Build-1 x LR1300 70.00 19-Nov-19 10-Mar-20 ♦ I Base /Mid Erection + Rotor Build - 1 x LR1300 287 Circuit 1 -Set Base/Mid + Rohr Build 11 .00 19- Nov-19 09-Dec-19 I Circuitl -Set Base /Mid + RobrBuild immenimm Remaining Level of Effort Actual Work Critical Remaining Work Page 6 of 10 TASK filter: MPS - Current Project Sort. ea Actual Level of Effort Remaining Work M Milesbne © Oracle Corporation 4531963 Pages : 22 of 44 10 / 14 / 2019 12 : 14 PM R Fee : $0 . 00 Carly Koppes ; Clerk and Recorder , Weld County , CO III IclidalliFilinK101ihiMikidiNli Mountain Breeze - Weld County, CO - 170MW - (6) x GE 116. (56) x GE 127 Mountain Breeze - Detail Schedule Data Date 18-Jul-19 Print Date 18-Jul-19 1538 # Activity Naiiie Remaining Start Finish 2019 2020 Duration - Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep 288 Circuit -Set Base /Mid + Rohr Build 10.00 09-Dec-19 30-Dec-19 Grcuit2 -Set Base /Mid + Rotor Build 289 Circuit 3 -Set Base /Mid + Rotor Buiki 9.00 30-Dec-19 14-Jan-20 Circuit 3 -Set Base /Mid + Rotor Build 290 4 Circuit4 -Set Base /Mid + Rotor Build 8.00 14-Jan-20 24- Jan-20 — Circuit4 -Set Base /Mid + Rotor Build 291 Circuits -Set Base /Mid + Rotor Build 8.00 24-Jan-20 05-Feb-20 11 Circuit -Set Base /Mid + Rotor Build 292 Circuit6 -Set Base /Mid + Rotor Buiki 8.00 05-Feb-20 17-Feb-20 II Circuit6 -Set Base /Mid + Rotor Build 293 Circuit 7 -Set Base /Mid + Rotor Buiki 8.00 17-Feb-20 27-Feb-20 I= Circuit 7 -Set Base /Mid + Rotor Buiki 294 Circuit8 -Set Base/Mid + Rotor Build 8.00 27-Feb-20 10-Mar-20 ii Circuit -Set Base /Mid + Rotor Buiki 295 Top Out-1 x LR1600 94.00 21-Nov-19 15-Apr-20 N I Top Out- 1 x LR1600 296 Circuit 1 -Top Out 14.00 21-Nov-19 16-Dec-19 Circuit 1 -Top Out • 297 Circuit -Top Out 13.00 16-Dec-19 13-Jan-20 Grcuit2 Top Girt 298 Circuit -Top Out 12.00 13-Jan-20 29-Jan-20 1 Circuit Top Out 299 Circuit -Top Out 11 .00 29-Jan-20 13-Feb-20 • I Circuit -Top Out 300 Circuits -Top Out 11 .00 13-Feb-20 28-Feb-20 1 Circuit -Top Out 301 Circuit6 -Top Out 11 .00 28-Feb-20 16-Mar-20 I Circuit -Top Out 302 Circuit 7 -Top Out 11 .00 16-Mar-20 31-Mar-20 Circuit 7 -Top Out 303 Circuit -Top Out 11 .00 31-Mar-20 15-Apr-20 i Circuit -Top Out 304 Tower Wiring 97.00 22-Nov-19 21-Apr-20 • N I Tower Winn 9 305 Circuit 1 -Tower Wring 14.00 22-Nov-19 17-Dec-19 I Circuit 1 -Tower Wiring 306 Grcuit2 -Tower Wiring 14.00 17-Dec-19 15-Jan-20 ' I Grcuit2 -Tower Wnng 307 Circuit -Tower Wiring 14.00 14-Jan-20 03-Feb-20 Circuit -Tower Wring • 308 Grcuit4 -Tower Wring 14.00 30-Jan-20 19-Feb-20 Circuit 4 -Tower Wiring 309 Grcuit5 -TowerWnng 14.00 14-Feb-20 05-Mar-20 O Circuit -Tower Wiring 310 Circuit6 -Tower Wring 14.00 02-Mar-20 20-Mar-20 .1I Circuit6 -Tower Wring 311 Circuit -Tower Wnng 14.00 17-Mar-20 06-Apr-20 I I Circuit? Tower Wiring 312 Grcuit8 -Tower Wnng 14.00 01-Apr-20 21-Apr-20 l J Circuit 8 -Tower Wring 313 MechanicalCompletionWorks 103.00 25-Nov-19 30-Apr-20 S I Mechanical Completion Works 314 Circuit 1 -MCC Works 20.00 25-Nov-19 06-Jan-20 I _ I Circuit 1 -MCC Works 315 Circuit -MCC Works 20.00 18-Dec-19 24- Jan-20 Circuit -MCC Works 316 Circuit -MCC Works 20.00 15-Jan-20 12-Feb-20 • I Circuit -MCC Works 317 G fella 4 -MCC Works 20.00 31- Jan-20 28-Feb-20 Circuit MCC Works 318 Circuit -MCC Works 20.00 17-Feb-20 16-Mar-20 Circuit -MCC Works 319 Circuit6 -MCC Works 20.00 03-Mar-20 31-Mar-20 I Circuit -MCC Works 320 Circuit? -MCC Works 20.00 18-Mar-20 15-Apr-20 Circuit 7 MCC Works 321 Circuit -MCC Works 20.00 02-Apr-20 30-Apr-20 I Circuit -MCC Works 322 Medium Voltage Collection System 161 .00 31-Oct-19 26-Jun-20 ♦ - I Medium Voltage Collection Syster 323 DrectionalBores (Approx.5,000 LF) 44.00 31-Oct-19 15- Jan-20 Directonal Bores (Approx.5,000 LF) 324 Circuit 1 -Directional Bores 5.50 31-Oct-19 07-Nov-19 O Circuit 1 -Directional Bores 325 Grcuit2 -Directional Bores 5.50 07- Nov-19 14- Nov-19 D Circuit -Directional Bores 326 Grcuit3 -Directional Bores 5.50 15-Nov-19 22-Nov-19 O Grcuit3 -Directional Bores 327 Circuit4 -Directional Bores 5.50 22-Nov-19 05-Dec-19 Grcuit 4 -Directonal Bores 328 Circuit -Directional Bores 5.50 05-Dec-19 12-Dec-19 p Circuits Drectional Bores 329 Circuit 6 -DirectionalBores 5.50 12-Dec-19 20-Dec-19 O Circuit 6 -DirecbonalBores 330 i Circuit 7 - Directional Bores 5.50 20-Dec-19 07-Jan-20 Circuit 7 -Direcional Bores 331 Circuit 8 -Directional Bores 550 07-Jan-20 15-Jan-20 0 Circuit 8 -Directional Bores 332 MV Trenching+ Cable Installation (One4Lne: 191,075 LF) 56.00 13-Feb-20 01-May 20 MV Trenching + Cable Installation (One-Line: 191 .075 333 Trenching _ 53.00 13-Feb-20 28-Apr-20 Trenching 334 Circuit 1 -Trenching 7.00 13-Feb-20 24-Feb-20 I I Circuit 1 -Trenching 335 Circuit 2 -Trenching 5.00 24-Feb-20 02-Mar-20 D Circuit2 ,Trenching Remaining Level of Effort Actual Work Critical Remaining Work Page 7 of 10 TASK filter: MPS - Current Project Sort. Actual Level of Effort Remaining Work 40 Milestone rc© Oracle Corporation 4531963 Pages : 23 of 44 10 / 14 / 2019 12 : 14 PM R Fee : $0 . 00 Carly Koppes , Clerk and Recorder . Weld Cou nty , CO III i ' 1A5La :, tie,IIv _ . Mountain Breeze - Weld County, CO - 170MW - (6) x GE 116, (56) x GE 127 Mountain Breeze - Detail Schedule Data Date 18-Jul-19 Print Date 18-Jul-19 15:38 # Activity Name Remaining Start Finish 2019 2020 Duration Jun Jul Aug A, Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep 336 I Circuit3 -Trenching 6.00 02-Mar-20 10-Mar-20 C Circuit3 -Trenching 337 • Circuit4 -Trenching 5.00 10-Mar-20 17-Mar-20 ❑ Circuit4 -Trenching 338 i Circuit5 -Trenching 7.00 17-Mar-20 26-Mar-20 II Circuits -Trenching 339 Circuit6 -Trenching 7.00 26-Mar-20 06-Apr-20 f _ Grcuit6 -Trenching 340 Circuit 7 -Trenching 7.00 06-Apr-20 15-Apr-20 I I Circuit 7 -Trencung 341 Circuit Trenching 9.00 15-Apr-20 28-Apr-20 Circuit8 -Trenching 342 Cable hstalation 53.00 18-Feb-20 01-May-20 Cable Installation 343 j Circuit 1 -MV Cable Installation 7.00 18-Feb-20 27-Feb-20 I= Circuit 1 -MV Cable Installation 344 Circuit -MV Cable Installation 5.00 27-Feb-20 05-Mar-20 ❑ Circuit -MV Cable Instalalon 345 Circuit3 -MV Cable Installation 6.00 05-Mar-20 13-Mar-20 O Circuit 3 MV Cable Installation 346 Circuit -MV Cable Instillation 5.00 13-Mar-20 20-Mar-20 • 0 Circuit -MV Cable Installation 347 Circuit 5 -MV Cable Instillation 7.00 20-Mar-20 31-Mar-20 Mil Circuit5 -MV cableInstalalon 348 Circuit6 -MV Cable Installation 7.00 31-Mar-20 09-Apr-20 II Circuit6 -MV Cable Installation 349 • Circuit -MV Cable Instillation 7.00 09-Apr-20 20-Apr-20 0 Circuit MV Cable Installation 350 I Circuit 8 -MV Cable Installation 9.00 20-Apr-20 01-May-20 Circuit 8 -MV Cable Installation 351 Junction Box hsfalations 54.00 27-Feb-20 13-May-20 Junction Box Installations 352 Circuit 1 -Junction Box Instalations 2.00 27-Feb-20 02-Mar-20 0 Circuit 1 -Junction Box Installations 353 Circuit3 -Junction Box Instalabons 2.00 13-Mar-20 17-Mar-20 0 Circuit 3 -Junction Box Installations 354 Circuit6 -Junction Box Installations 4.00 09-Apr-20 15-Apr-20 0 Circuit6 -Junction Box Instalalons 355 Circuit -Junction Box Installations 2.00 20-Apr-20 22-Apr-20 0 Circuit -Junction Box Installations - - - 356 Circuit -Junction Box Installations 8.00 01 -May-20 13-May-20 • II Circuit -Junction Box Installations 357 Pad Mount Transformer installation (1 Crew Vauks; 1 Crew Setting) 58.00 27-Feb-20 19-May-20 Pad Mount Transformerinstalalon (1 CrewVau 358 Circuit 1 -PMTlnstallation 12.00 27-Feb-20 16-Mar-20 Circuitt -PMTlnstaNabon 359 Circuit2 -PMT Installation 12.00 06-Mar-20 24-Mar-20 Circuit 2 - PMT Installation 360 Circuit3 -PMT Installation 12.00 16-Mar-20 01-Apr-20 Circuit3 -PMT Installation 361 Circuit4 -PMT lnstaltition 12.00 24-Mar-20 09-Apr-20 Circuit 4 -PMT lnstaltabon 362 Circuit5 -PMT lnstallation 12.00 01-Apr-20 17-Apr-20 Circuit5 - PMT Installation 363 Circuit6 - PMT Installation 12.00 09- Apr-20 27-Apr-20 : : Circuit6 -PMT Installation 364 Circuit 7 - PMT Installation 12.00 20- Apr-20 06-May-20 I 1 Circuit 7 - PMT Installation 365 Circuit 8 -PMT Installation 12.00 01-May-20 19-May-20 0 Circuit 8 -PMT lnstallabon 366 Termnations 70.00 27-Feb-20 04- Jun-20 N / Terminator's 367 Junction BoxTem*iattbns 56.00 02-Mar-20 19•May 20 - Junction Box Terminations 368 Circuit 1 -Junction Box Terminations 1 .00 02-Mar-20 03-Mar-20 B Circuit 1 -Junction Box Terminations 369 Circuit3 -Junction Box Terminations 4.00 17-Mar-20 23-Mar-20 ❑ Circuit3 -Junction Box Terminations 370 Grcuit6 -Junction Box Terminations 4.00 15- Apr-20 21-Apr-20 ❑ Circuit -Junction Box Temruialons 371 Circuit 7 -Junction Box Terminations 4.00 22-Apr-20 28-Apr-20 ❑ Circuit 7 -Junction Box Terminations 372 i Circuit8 -Junction Box Terminations 4.00 13-May-20 19-May-20 0 Circuit8 -Junction Box Terminations 373 Spice Termnations 51.00 27-Feb-20 08-May-20 : IIII Splice Terminations 374 Circuit 1 -Spice Terminations 5.00 27-Feb-20 05-Mar-20 D Circuit 1 -Spkce Terminations 375 Circuit 2 -Spice Terminations 5.00 05-Mar-20 12-Mar-20 ❑ Circuit 2 -Spice Terminations 376 Circuit3 -Spice Terminations 5.00 13-Mar-20 20-Mar-20 r ❑ Circuit3 -Spkce Terminations 377 Circuit4 -Spice Terminations 5.00 20-Mar-20 27-Mar-20 ❑ Circuit 4 -Spice Terminations 378 Circuit5 -Spice Terminations 5.00 31 -Mar-20 07-Apr-20 D Circuit5 -Spkce Terminabons 379 Circuit6 -Spice Terminations 5.00 09-Apr-20 16-Apr-20 D Circuit6 -Splice Terminations 380 Circuit 7 -Spice Terminations 5.00 20-Apr-20 27-Apr-20 O Grcuit7 -Spice Terminations 381 Circuit -Spice Terminations 5.00 01-May-20 08-May-20 O Circuitf3-Spice Terminabons 382 WTGTermnations (68 WTGs) 54.00 16-Mar-20 29-May-20 WTG Terminations i68 WTGsi 383 Circuit 1 -WTG MV Terminations 8.00 16-Mar-20 26-Mar-20 — Circuit 1 -WTG MV Terminations se Remaining Level of Effort Actual Work Critical Remaining Work Page 8 of 10 TASK filter: MPS - Current Project Sort. Actual Level of Effort Remaining Work M Milestone © Oracle Corporation 4531963 Pages : 24 of 44 10 / 14 / 2019 12 : 14 PM R Fee : $0 . 00 Carly Koppes ; Clerk and Recorder , Weld County ; CO III Mountain Breeze - Weld County. CO - 170MW - (6) x GE 116. (56) x GE 127 Mountain Breeze - Detail Schedule Data Date_ 18-Jul-19 Print Date. 18-Jul-19 15 .38 # Activity Name Remaining Start I Finish 2019 2020 Duration Jun Jul Aug Sep Oct Nov Dec 1 Jan Feb Mar Apr May Jun Jul Aug Sep 384 Circuit2 -WTG MV Terminations 8.00 24-Mar-20 03-Apr-20 i ❑ Circuit2 -WTG MV Terminations 385 ; Circuit 3 -WTG MV Terminations 8.00 01 -Apr-20 13-Apr-20 ) ) Circuit 3 -WTG MV Terminations 386 Circuit -WTG MV Terminations 8.00 09- Apr-20 21-Apr-20 ❑ Circuit -WTG MV Terminations 4. 387 Circuit 5 -WTG MV Terminations 8.00 17-Apr-20 29-Apr-20 ❑ Circuit -WIG MV Temrinabons 388 Circuit6 -WTG MV Terminations 8.00 27-Apr-20 07-May-20 t, Circuit6 -WTG MV Terminations 389 Circuit 7 -WTG MV Ter minabons 8.00 06-May-20 18-May-20 ❑ Citicuit 7 -WTG MV Terminations 390 ( Circuit8 -WTG MV Terminations 8.00 19-May-20 29-May-20 Circuit8 WTG MV Terminations 391 LV 58130 16-Mar-20 04-Jun-20 - IFININ LV 392 Pull LV Cable 52.00 16-Mar-20 27-May-20 Pull LV Cable 393 Circuit 1 -Pul LV Cable 6.00 16-Mar-20 24-Mar-20 ❑ Circuit 1 - Pul LV Cable 394 Circuit2 -Pul LV Cable 6.00 24-Mar-20 01-Apr-20 ❑ Circuit2 -Pull LV Cable i 395 Crcuit 3 -Pull LV Cable 6.00 01-Apr-20 09-Apr-20 ❑ Circuit 3 -Pul LV Cable 396 Circuit -Pull LV Cable 6.00 09- Apr-20 17-Apr-20 ❑ Orcuit4 - Pull LV Cable 397 Grcuit5 -Pul LV Cable 6.00 17-Apr-20 27-Apr-20 I I Circuit -Pull LV Cable 398 Circuit6 -Put LV Cable 6.00 27-Apr-20 05-May-20 ❑ Circuit6 - Pul LV Cable 399 . Circuit 7 -Pull LV Cable 6.00 06-May-20 14-May-20 O Circuit 7 Pull LV Cable 400 Circuit8 -Pull LV Cable 6.00 19-May-20 27-May-20 ❑ Circuit8 -Pull LV Cable 401 LV Terminations 52.00 24-Mar-20 04- Jun-20 LV Terminations 402 Circuit 1 -Teal-mate LV Cable 6.00 24-Mar-20 01-Apr-20 ❑ Circuit 1 -Terminate LV Cable 403 Circuit2 -Terminate LV Cable 6.00 01-Apr-20 09-Apr-20 ❑ Circuit2 -Terminate LV Cable 404 Circuit 3 -Terminate LV Cable 6.00 09- Apr-20 17-Apr-20 ❑ Circuit 3 -Terminate LV Cable 405 Circuit -Terminate LV Cable 6.00 17-Apr-20 27-Apr-20 ❑ Circurt4 -Temunate LV Cable 406 Circuit -Terminate LV Cable 6.00 27-Apr-20 05-May-20 ❑ Circuit -Terminate LV Cable 407 Grcuit6 -Terminate LV Cable 6.00 05-May-20 13-May-20 ❑ Circuit -Temminate LV Cable 408 Circuit -Terminate LV Cable 6.00 14-May-20 22-May-20 ❑ Circuit -Terminate LV Cable 409 Circuit8 -Terminate LV Cable 6.00 27-May-20 04-Jun-20 ❑ Circuit -Terminate LV Cable 410 Substation MV Terminations (8 Feeders) 81)0 07-May-20 19-May-20 Im/ Substation MV Terminations (8 Feeders) 411 I Circuit 1 -Substation Riser Terminations 1 .00 07-May-20 08-May-20 I Circuit 1 -Substation Riser Terminations 412 ! Circuit2 -Substation Riser Terminations 1 .00 08-May-20 11-May-20 ❑ Circuit2 -Substation Riser Terminations 413 Circuit 3 -Substation Riser Terminations 1 .00 11-May-20 12-May-20 0 Circuit 3 -Substation Riser Terminations 414 Circuit4 -Substation Riser Terminabons 1 .00 12- May-20 13-May-20 . B Circuit 4 -Substaton Riser Temunations 415 iRiser Circuit 5 - Substation Terminations 1 .00 13-May-20 14-May-20 I Crcuit5 -Substation Riser Terminator's 416 Circuit6 -Substation Riser Terminator's 1 .00 14-May-20 15-May-20 0 Grcuit6 - Substation Riser Terminations 417 ! Circuit 7 -Substation Riser Terminations 1 .00 15-May-20 18-May-20 ❑ Circuit 7 -Substaton Riser Terminations 418 Circuit8 -Substation Riser Tem'mations 1 .00 18- May-20 19-May-20 p Circuit 8 -Substation Riser Terminations 419 VLF Testing 32.00 08-May-20 23,Jun-20 Nimm, VLF Testng • 420 Circuit 1 -VLF Testing 4.00 08-May-20 14-May-20 ❑ Circuit 1 -VLF Testing 421 Circuit2 -VLF Testing 4.00 14-May-20 20-May-20 ❑ Circuit2 -VLF Testing 422 Circuit -VLF Testing 4.00 20- May-20 26-May-20 ❑ Circuit 3 -VLF Testing 423 Circuit -VLF Testing 4.00 26-May-20 01- Jun-20 0 Circuit -VLF Tesbng 424 Circuit -VLF Testing 4.00 01-Jun-20 05- Jun-20 0 Circuits VLF Testing 425 Circuit6 -VLF Testing 4.00 05-Jun-20 11-Jun-20 ❑ Circuit VLF Testing 426 Circuit 7 -VLF Testily 4.00 11- Jun-20 17-Jun-20 ❑ Circuit 7 -VLF Tesbng 427 Circuit8 -VLF Testing 4.00 17-Jun-20 23- Jun-20 ❑ Circuit 8 VLF Testing 428 CrcuitEnergi¢ations 8.00 16-Jun-20 26-Jun-20 __ _ _ _ �I Circuit E ne rgizations 429 Circuit1 -Energization 1 .00 16- Jun-20 17-Jun-20 � 0 Circuit1 - Energizabon 430 Circuit2 -Energizabon 1 .00 17-Jun-20 18-Jun-20 Circuit2 Energizabon 431 Circuit 3 -Energizabon 1 .00 18-Jun-20 19- Jun-20 0 Circuit 3 Energization mimmilin Remaining Level of Effort Actual Work - - - Critical Remaining Work Page 9 of 10 TASK filter: MPS - Current Project Sort. amma Actual Level of Effort I Remaining Work M Milestone © Oracle Corporation 4531963 Pages : 25 of 44 10 / 14 / 2019 12 : 14 PM R Fee : $0 . 00 Carly Koppes ; Clerk and Recorder , Weld County , CO III jP ii0 kill A kl FeG KhI ' fl : 'i WI IiihiliLliern411 III I I Mountain Breeze - Weld County. CO - 170MW - (6) x GE 116, (56) x GE 127 Mountain Breeze - Detail Schedule Data Date: 18-Jul-19 Print Date: 18-Ju1-19 1538 # Activity Name Remaining Start Finish 2019 2020 Duration Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep 432 1 Grcuit4 -Energization 1 .00 19-Jun-20 22-Jun-20 0 Grcuit4 -Energization 433 Circuit 5 -Energization 1 .00 22-Jun-20 23- Jun-20 0 Circurt5 -Energization • 434 Grcuit6 -Energization 1 .00 23-Jun-20 24-Jun-20 I Orcuit 6 -Energization 435 Circuit 7 -Energization 1 .00 24-Jun-20 25-Jun-20I ;Grcuit7 -Energization 436 Grcuit8 -Energization 1 .00 25-Jun-20 26- Jun-20 • , 4I : Circuit 8 -Energization 437 Substation 130.00 06-Dec-19 16-Jun-20 N Substation 438 Mountain Breeze Station 130.00 06-Dec-19 16-Jun-20 Mountain Breeze Station 439 Substation -Civil Work 20.00 06-Dec-19 14-Jan-20 Substation -Civil Work 440 Substation -MPT 1 Pad Completion 30.00 14-Jan-20 25-Feb-20 Substation • • ' 44 -MPT 1 Pad Completgn 441 Substation -Foundations & Steel Structures 65.00 14-Jan-20 14-Apr-20 1 Substation -Foundaions & Steel Structures 442 Substation -BackfeedAvailable 0.00 02-Mar-20 • Subsbbon - BackfeedAvailable 443 Substation -MPT 1 Deivery 0.00 03-Mar-20 • Substation -MPT 1 Dekvery I 444 Substation -MPT 1 Dress-out byOwner 15.00 03-Mar-20 23-Mar-20 Substation -MPT 1 Dress-outby Owner 445 Substation -Major Equipmentlnstallation 40.00 17-Mar-20 12-May-20 Substation -Major Equipment Installation 446 Substation - Testing + Commissioning 20.00 12-May-20 09-Jun-20 - Substation -Testing + Commissioning 447 Substation - Ready to Energize 0.00 16-Jun-20 • Substation -Ready to Energize 448 Keenesburg Station 60.00 18-Feb-20 12-May-20 Keenesburg Station 449 Keenesburg Station Cap BankAddiions -3 x 20 MVAR Cap Banks 60.00 18-Feb-20 12-May-20 tvt Keenesburg Station -Cap BankAddibons -3 x 20 II 450 POI Station 40.00 03-Mar-20 28-Apr-20 POI Station 451 POI Station -BayAddibon - 1 x 230kV Breaker + Associated Equipment 40.00 03-Mar-20 28-Apr-20 POI Sbbon -Bay Addition - 1 x 23okV Breaker + Associ 452 Transmission Line 90.00 11-Feb-20 16-Jun-20I Transmission Line 453 Transmission Line -Construction 80.00 11-Feb-20 02-Jun-20 Transmission Line -Construction 454 Transmission Line -Testing + Commissioning 10.00 02-Jun-20 16-Jun-20 Transmission Line -Testing + Comrni≤ 455I MET Towers 27.00 16-Apr-20 25-May-20 METTov.ers 456 MET Tower-MET 1 Foundation Instalalon 8.00 16-Apr-20 28-Apr-20 -I ' METTower-MET 1 Foundation Installation 457 MET Tower -MET 1 Tower Installation 15.00 28-Apr-20 19-May-20 MET Tower -MET 1 Towerinsbllabon 458 MET Tower -MET 1 Power Installation 4.00 19-May-20 25-May-20 D MET Tower -MET 1 Power Installation soommim Remaining Level of Effort Actual Work Critical Remaining Work Page 10 of 10 TASK filter MPS - Current Project Sort. mim Actual Level of Effort Remaining Work N Milesbne r Oracle Corporation 4531963 Pages : 26 of 44 10 / 14 / 2019 12 : 14 PM R Fee : $0 . 00 Carly Koppes , Clerk and Recorder , Weld County ; CO III r P iiri14: 111 l ',J # hi? 4 In Ail IR VIII Westwood Development C • • IM71 pl•NM Tslel Whaawrw Oda Yesan ra. me S3 inn iiiresia. al Tails leap 9314111,0 1�rw��lll vwr••e wxs.rslr�.�em p0 Lie , G • D Plans Ss#oNAL Ei f o r Designed _-_ Ch«Sad Public Sheet s Ntlim� s e DfflarlAt `"'''°" • an man= 1 'over 0 06/19/19 DEVELOPMENT CIVIL PLANS 2 Overall-West 1 09/05/19 DEVELOPMENT CIVIL PLANS 3 Overall-East — 4 Details-1 — 5 Details-2 — 6 Details-3 — 7 Intersection 1 a Intersection 2 _ 9 Intersection 3 10 Existing Rood Overlay Recommendations Premed tat Mountain Breeze Wind Project 4 „„ vvApn Weld County, CO 6686 North Central Exprrsrls Suite 500 DtlL•, Texas 7,a)6 Area Map Vicinity Map Site Site .. _ _ _ • • IJ , Mountain Breeze Wind Project • Weld County, CO Cover m V (NOT TO SCALE) (NOT TO SCALE) ISSUED FOR CONSTRUCTION EXHIBIT Date 09/05/19 Sheet 1 OF 10 001J51x_CV-INT tlr9 1.4 I/ 4531963 Pages : 27 of 44 10 / 14 / 2019 12 : 14 PM R Fee : $0 . 00 Carly Koppes , Clerk and Recorder , Weld County , CO UIl lr �f IIItiiiiITAI , IN XiLi : Iiv kyi EN 0 2019 Westwood Professional Services, Inc a v • TURBINE LOCATION J mix.. - -(0f71•fl-NN 1!707 YM.s D17N,�.1700/ . �/y I 1 T TURBINE NUMBER .. ,•!2)931 an riissasA..wf•aa Westwood 7sr.s. (W)S37 Silo wialk PI / / PROPOSED TURBINE ACCESS ROAD wNnffo•w�/f_7r____K -'C PROPOSED CRANE PATH rw PROPOSED OVERHEAD TRANSMISSION 1 �++ PROPOSED UNDERGROUND COI IFCTION / % I / TURBINE COMPONENTS DELIVERY ROUTE / EXISTING ROADPUL/CEXISTING SECTION UNE O�•' A • '•�1Ojr7i KomedelpillPhere:_._ ____ .__ . .,// NHD STREAM LINE O ••J' t Ry4l �V�//�f/f/j PROJECT BOUNDARY 384Lb._ .: cr CO ROAD 138 ,�/ / - O PO. ��s/p er n ��SS/QHL E/ . NS � i iv- 7pd � O O c 1 / b ~' Deism&Dawn ... �l % 0 d GChsclust RW IA 'l / D177/11� Iterisions i T ti-7-7-,/ • DAM u --.a D oe/19/1D DE VELOPIIENT CIVIL PLANS CO ROAD 136 , . 1 09/05/19 DE ONL PLANS / n PROPOSED OdOA BUILDING - -lag O PROPOSED LAYUONN YARD O CO ROAD 134 / / r• Prepared k• pga \■ ■ r r Au WARD PROPOSED SUBSTATION 62M' 66e6 Noah Cyst_! , Suite 500 QtI3r TS206 CO ROAD 132 ! '� .1„ K ti/ . . .._ _.. _ .. . N hY \ M \ / ! r,,• l n —illial / / 0' 2000' 4000' 6000 O CO ROAD 130 I w A �/ ,, Mountain Breeze I Wind Project ! 4 3/4..."a"••....i. � � � , - sec - CO ROAD 128 - Weld County, CO - 7 ,- a4 ./ Overall-West i ISSUED FOR CONSTRUCTION /, 1 on 09/05/19 l A/ . / X"\---- ---7, I l E a Swot 2 co' 10 0023516_OA-INI on 4531963 Pages : 28 of 44 10/ 14 / 2019 12 : 14 PM R Fee : $0 . 00 Carly Koppes ; Clerk and Recorder , Weld County , CO VIII rjIPIuiQr ' I . MifrilI WSI# 1IfIJCiy 2019 Westwood Professional Services, Inc. LEGEND Westwood TURBINE LOCATION Raba Ott Wale 12101 a.+s r.One,Si in Fe sa PI FM Iwr-M-.w14fn T-XX TURBINE NUMBER Teem pu1a1-s/w �r.�r^ .a w..w.s wtts■n wws rm ass PROPOSED TURBINE ACCESS ROAD PROPOSED CRANE PATH -n PROPOSED OVERHEAD TRANSMISSION -►.e PROPOSED UNDERGROUND COLLECTION TURBINE COMPONENTS DELIVERY ROUTE p.00 LiO EXISTING ROAD I o .,. EXISTING SECTION UNE O% N NHD STREAM LINE i // PROJECT BOUNDARY Q ' PROPOSED TEMPORARY PUBUC �C c..... oso •• V - - INTERSECTION IMPROVEMENTS $ S`SbIM. E,C" n O Nelms* In aCJw DIN d ot!!!nr. WI \- w alit Dewitt in CO ROAD 136 { - t..fds..t • OM DEOMPTI0N I O 06/19/19 0Ev£LOP►ENT an. PLANS -J---__ _\ \ 1 09/05/t9 OEVEIOPNENT ova PLANS INTERSECTION 3 SEE SHEET 9 CO ROAD CO ROAD 134 11/4 Prepared for O o I AEEWARD a - ` _ 6688 North General F�cprsw. Suite SOD CO ROAD 132 � Da1Ls, Tet.as 75� INTERSECTION 1 SEE SHEET 7 _ _ _ INTERSECTION 2 SEE SHEET 8 (�8 ( C r � lJ ,i g t o Co ROAD 130 1 I — -\ HI / - n CO ROAD 128 o Mountain Breeze Wind Project U Weld County, CO - -' - CO ROAD 126 Overall-East \ I L_ _ ______c_ CO ROAD 124 l \ ISSUED FOR CONSTRUCTION \ � i/ r1 Dear 09/05/19 Shoat 3 OP 10 00?3316 OA--INT tlwq 4531963 Pages : 29 of 44 10 / 14 / 2019 12 : 14 PM R Fee : $0 . 00 Carly Koppes , Clerk and Recorder : Weld County , CO VIII Noluirmyukiri:Niliveriiiipihrlioliiiiir iiiii, iiiii III III 02019 Westwood Professional Services, Inc. Westwood WOvEN FABRIC (36' HIGH) — __ ——— woe"ACCESS r�r.� MID 031-411.0 w..nre ro MN MI5 % :'x2' WOOD POST <'-�- - __ •• STEEL 1-Post 7 WHERE THE CONSTRUCTION DELIVERY TRAFFIC WELL TRAVEL ON s'�, =11=11=11=11=11=11=11-- 7 J=11=11=1t=11=11=11.11. _ \s_ _ VendPielmin•r ante et / THE CONSTRUCTED ACCESS ROAD SEDIMENT TRACKING ONTO _ _——_ _ _ rn, - PUBLIC PAVED ROADS IS NOT ANTICIPATED. IF SEDIMENT TRACKING 11'1' rill � i r/ �z M Xw„ : DOES OCCUR, THE SEDIMENT SHALL BE REMOVED AND A RCIC7C II_ II_ VARIES r�J O'R CONSTRUCTION ENTRANCE CONSTRUCTED • 'll Ij =1 _ :_z iiiiiiiiiiiiiiiiiiiiIiiiiii' • • • • • • ••. ••.`• 1 j1 v ��••. PONDING HEIGHT V II I II= .•. :•:•.•••• J• .`•`• • • Z� J J �'. •�• "id✓i � � B D� / LLB wP A II I I ••4.1.0.5•••••$:;•'•'•'•'•;•• p _==�� Ph /C .. - F • • • • — — c MAX FABRIC ON /�� — t � — — (� C SPACING PRE-ATATTTACHrSECURELY 10 /511”- p1. IT U. t. .f0. t III II- *0•%-00-6-'00-6000 \� Z— '•. � r UPSTREAM SIDE OF PIP, Q•* ��li 44Pref�.%J III III I •.•.•.•.•.•.•.•.•.•.•.•.•. � Z Z Off/ IFiQ WITH S-1' STAPLES PI •.�+• +• • • _ V N SQ ��O ..,tsrls;te.4. K'{r I�III �II`I 4 ROCK ACCESS • 2'x2' WOOD POST • swoao POSTEEL POST OR 3-5a1, en I►` B:'�:;� �. te �� I II I� I�n�I Ir�l_i I�n I�n�I i_�I �II•� V / 4cç1 L_a�i�IR ' OR STEEL T-POST PLASTIC ZIP-TIES PER / 'l t� tt tt �, �, • • —!! I. !•1l•tea• l• CONCRETE A :!:OTFXTILE LINER 1.`Pti•ri 'ti•ti•1► - - - - •'� WASHOUT SIGN •./ RUNOFF •te f ftt• , EARTH BERM 1 . x,10/ ► r.. MA.704 It SEED SILT FENCE pOAK` ��/A' �� MAXIMUM STANDARD DETAIL 6- MINIMUM DEPTH ••:..:43.'-'%V� MO %0TE: ' E`S NG 1V CONCRETE WASHOUT AREAS OLE HAVE AN IMPERMEABLE LINER TO PREVENT 6- MIN /ONAt 1RENCr WITH NATIVE BACK FILL TY 1' - 3- WASHED ROCK NE CONCRETE WASHOUT WATER FROM INFILTRATING/CONTACTING SOIL FABRIC SLICED INTO MPERMEABLE LINER INCLUDES 10 MIL POLYLINER FAS WITH COMPACTEDEINTOAA SHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS SOILBACKFLL R£GTADM A-1 15' MIN NOTES: NOTE: SILL rust DMaW_ a_ 1 INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WWI •. — - ACCUMULATED TO 1/3 THE HEIGHT OF THE FABRIC OR MORE ROCK CONSTRUC IION ENTRANCE SHOULD BE A MINIMUM THICKNESS OF I 0 ANU Cisekst 2. REMOVED SEDIMENT SHALL BE DEPOSITED 10 AN AREA THAT WILL NOT CONTRIBUTE CONTAIN MAXIMUM SIDE SLOPES OF ♦. I ROCK ENTRANCE SHOULD BE IMPERMI AEnt LINER MOIL — D/1V SEDIMENT OFF-SITE AND CAN BE TEMPORARLY AND PERMANENTLY STABILIZED INSPECTED AND MAINTAINED REGULARLY ROCK ENTRANCE LENGTH MAY NEED 1 GROOVES WILL CATCH SLED, FERTnEZIR, MULCT, RAINFALL AND DECREASE RUNa1 RA II Don A 3. SLT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY TO BE EXTENDED IN CLAY SOILS 2 USE SLOPE TRACKING FOR SLOPES 4 I AND 50 FEET LONG OR STEEPER/LONGER. 4 ALL ENDS OF THE SILT FENCE SHALL BE WRAPPED UPSLOPE SO THE ELL NA TION OF ML 3 USE TEMPORARY CONTOUR FURROWS FOR SLOPES 31 AND 75 FEET LOND OR M,k swt B01 TOM OF FABRIC IS HIGHER THAN "PONDING HEIGHT• STEEPER/LONGER 5. SILT FENCE MAY BE INSTALLED WITH SLICING MACHINE IN FIELD 1 ..0 IfvN^ - • . • - ' tAst K SURFACE ROUGHENING V4KD Last NAME �.�Wad SILT FENCE VilssanooMl ROCK CONSTRUCTION ENTRANCE s Wilistwoor 1141211011wIM MAWSA CONCRETE WASHOUT AREA Imest WRttslo • an DIODOPECIII ALL SLOPES GREATER THAN 4:1 0001 _,.... . G00S 0009 0 08/19/19 DEVELOPMENT CIVL PLANS • 1 09/05/19 DEVELOPMENT OVIL PLANS KOCK CHECC SHALL OE USED WHERE NEEDED AS A FILTER MEDIA. OR *W0OD MULCH BERM SHALL W USED WHERE NEED AS A FILTER WHERE EROSION CONTROL BLANKETS AND/OR MULCH BUMS DO MEDIA, OR WHERE EROSION CONTROL BLANKETS DO NOT PROVIDE APPLY HYDROMULCH TO NOT PROVIDE ADRTZUATR EROSION AND 6 DOM CONTROL WOOD FIBER ADEQUATE BROWN AND SEDIMENT CONTROL* EROSION CONTROL BLANKET --c- CUT/fILL SLOPE FOR RIP RAP A 18- �� \ MULCH BERM MUST BE ��PPPP �- STABILIZATION — "vr(SM�{e•�� PLACED ALONG SLOPE x e -toe/tiw CONTOURS \ r•St PLACE FILTER FABRIC 4" x ♦" TRENCH BACKFLLED . A • \� Prepared for. UNDER ROCK A OVER EROSION CONTROL W ( 'Zj ACCESS ROAD • ��• 0> yIEW LOOKING UPSIREAS BLANKET ► / ;•e A / KEY STONE INTO THE DITCH BANKS AND EXTEND IT tiEYONU 111E AUU!IAN H ; a*11‘`,� • TURN BERM ENO MINIMUM B-OF 1 TO PREVENT OVER FLOW AROUND DAM % ,1, /� - UPSLOPE TO CREATE / ( - PO+YT TEMPORARY BASIN _ - �� ) �E E WAR D w000 MULCH BERM FLOW Flow CO ✓ ��i✓iii �• ,till `r � /117.--- 6688 North Central Expressway, Suite 500 5 It 3 ft Da1La, Teas 752Do KEY IN ENDS OF B", 11 GA STAPLES FILTER FABRIC STRAW OR WO FIBER 6" OR SPACED 1' Cr ON CENTER KEY IN ENDS OF 3ECTIOLII A - A GEOTE TILE FABRIC t2" qA ROLL ENCLOSED IN FILTER FABRIC MINIMUM or B- PLASTIC OR POLYESTER NETTING MINIMUM OF C- 9EC110N A - A NOTES: 'L' - THE DISTANCE SUCH THAT POINTS •A' BIOROII MN 10' LONG AND TM' ARE OF EQUAL ELEVATION 2"X2" x 1B" LONG W000EN STAKES 1 REFER TO THE PROJECT SWMP FOR IMPLEMENTATION AND SPECIFICATION AT t 0" SPACING. DRIB THROUGH REQUIREMENTS 'L' NETTING AND FIBER ROIL MOTE: . 1 APPLY HYDROMULCH IN CONFORMANCE WITH LOCAL ENVIRONMENTAL AGENCY'S _ _ 1POINT '8' 1. REFER 10 THE PROJECT SWMP FOR IMPLEMENTATION AND INSTALLATION BEST MANAGEMENT PRACTICES AND MANUFACTURER'S RECOMMENDATIONS POINT• REQUIREMENTS. 3 PREPARE SOIL SURFACES PRIOR TO APPLICATION BY ROUGHENING - 2. W000 MULCH SHALL BE SHREDDED AND NOT CHIPPED. 4 AVOID OVER SPRAY ONTO ROADS AND EXISTING VEGETATION. MOTE: - 3 MULCH SHALL BE COMPOSED OF CLEARED VEGETATION FROM THE PROJECT SITE 5 APPLY FROM MULTIPLE DIRECTIONS TO ADEQUATELY COVER THE SOIL. . . - . ....ANT "A" MUST BE HIGHER THAN POINT "B" 10 ENSURE THAT WATER FLOW, 4 THE WOOD MULCH BERM SHALL REMAIN IN PLACE THROUGHOUT CONSTRUCTION 6 ALLOW ADEQUATE TIME FOR HYDROMULCH TO DRY. HYDROMULCH SHOULD NO! • OVER THE DIKE AND NOT AROUND THE ENOS ACTIVITIES. THE BERM MAY REMAIN IN PLACE FOLLOWING FINAL STABILIZATION. BE APPLIED IMMEDIATELY BEFORE. DURING OR IMMEDIATELY AFTER RAINFALL SPACING BETWEEN CHECK DAMS ROUTINELY INSPECT AND MAINTAIN BERM IN A FUNCTIONAL CONDITION Al ALL OR IF THE SOIL IS SATURATED TIMES. INSTALL ADDITIONAL BERM MATERIAL AS DIRECTED REMOVE SEDIMENT 7 APPLY SEED PRIOR TO HYDROMULCH OR Mix SEED RATH HYDROMULCH PRIOR AFTER IT HAS REACHED 1/3 THE HEIGHT OF THE BERM. TO APPLICATION taw eiw1 tA31 IV A= LAM KMICIX Westwood TEMPORARY ROCK CHECK DAM S TEMPORARY BIOROLL BLANKET SYSTEM LfAma d 00 MULCH �1u W TYPICAL SLOPE STABILIZATION - I LK ,,,•6 (DITCH APPUCAT1ON) IL G023 G024 Ns; HYDROMULCH ll G041 - E: NOTE: DRIVEN W000EN DRIVEN WOODED N • STAKES TO BE N STAKES TO BE 1 FIBER HULLS SHALL BE PREFABRICATED AND MADE FROM WEED FREE FIBER ROLLS SHALL BE PREFABRICATED AND MADE FROM WEED FREE PERPENDICULAR PERPENDICULAR RICE STRAW, FLA%, OR A SIMILAR AGRICULTURAL MATERIAL BOUND ° 'e RICE STRAW, FLAX. OR A SIMILAR AGRICULTURAL MATERIAL BOUND INTO A TIGHT TUBULAR ROLL BY NETTING. 4/q X04 a_ '� TO SURFACE INTO A TIGHT TUBULAR ROLL BY NETTING. • 4I,q NOMP _ F TO SURFACE 2 STAKEACHEFIBERRROLLLS ANDTO THE SPACED 4ENCH FEET DMAXIMUM VE AONS AT THE END OF CENTER. USE ACCESS ROAD X �4C7H „ :' .. `D\ 2. EACHE FIBER FIBER ROLLLS ANDTO THE SPACED T4 FEET MAXvE IMUM MUMAONS AT THE CENTER. END Of ACCESS ROAD k �4C7H r /O� *000 STAKES WITH NOMINAL CLASSIFICATION OF 0.75 IN BY 0.75 IN. C ...e /• P_ WOOD STAKES WITH NOMINAL CLASSIFICATION OF 0.75 IN BY 0.75 IN. C r AND A MINIMUM LENGTH OF 24 IN. ,'�": ' .- -• AND A MINIMUM LENGTH OF 24 IN. N S • 3 PREPARE THE SLOPE BEFORE BEGINNING THE INSTALLATION. O.75--i ,r� soil }. PREPARE THE SLOPE BEFORE BEGINNING THE INSTALLATION. AX 4 DIG SMALL TRENCHES ACROSS THE SLOPE ON THE CONTOUR. THE ., di �( 4 4. DIG SMALL TRENCHES ACROSS THE SLOPE ON THE CONTOUR THE 0.75"-] �+ o � ft - - Mountain Breeze TRENCH DEPTH SHOULD BE 1/4 TO 1/3 OF THE THICKNESS OF THE LVP N* - TRENCH DEPTH SHOULD BE 1/4 TO 1/3 OF THE THICKNESS OF THE • \Uh ROLL, AND THE WIDTH SHOULD EQUAL THE ROLL DIAMETER, IN ORDER 24- M ' - .. ROLL, AND THE WIDTH SHOULD EQUAL THE ROLL DIAMETER, IN ORDER 24- M I Wind Project TO PROVIDE AREA TO BACKFILL THE TRENCH .f, ' TO PROVIDE AREA TO BACKFILL THE TRENCH - 5 ROLLS SHAH BE INSTALLED PERPENDICULAR TO WATER MOVEMENT, SLOPE MAX SPACING tw•v ,. S ROLLS SNAIL BE INSTALLED PERPENDICULAR TO WATER MOVEMENT, SLOPE MAX SPACING• • ^ AND PARALLEL TO THE SLOPE CONTOUR - -- AND PARALLEL TO THE SLOPE CONTOUR : V , :- Rt� - 6 START BUILDING TRENCHES AND INSTALLING ROLLS FROM THE BOTTOM : Ar •1.+•*tT�f� 6 START BUILDING TRENCHES AND INSTALLING ROLLS FROM THE BOTTOM C,,.. OF THE SLOPE AND WORK uP. < 4: 1 0 t≥ �I� •� . OF THE SLOPE AND WORK UP < 4: 1 I� a ?LNG 7 TURN THE ENDS OF THE FIBER ROLLS UP SLOPE TO PREVENT RUNOF 4: 1 - 2: 15 7. TURN THE ENDS Of THE FIBER ROLLS UP SLOPE TO PREVENT RUNOFF 4- 1 - 2: 15 FROM GOING AROUND THE ROLL > 2: 1 10 - FROM GOING AROUND THE ROLL > 2: 1 10 Weld County, CO D IF MORE THAN ONE FIBER ROLL IS PLACED IN A ROW, THE ROLLS B IT MORE THAN ONE FIBER ROLL IS PLACED IN A ROW, ME ROLLS SHOULD BE OVERLAPPED, NOT ABUTTED. • A CLOSER SPACING IS MORE EFFECTIVE SHOULD BE OVERLAPPED. NOT ABUTTED. • A CLOSER SPACING IS MORE EFFECTIVE 9 FIBER ROLLS ENCASED WITH PLASTIC NETTING ARE USED FOR A - ' • --- 9 FIBER ROLLS ENCASED WITH PLASTIC NETTING ARE USED FOR A = . Detaila-1 TEMPORARY APPLICATION ONLY AND SHOULD BE REMOVED FOLLOWING . TEMPORARY APPLICATION ONLY AND SHOULD BE REMOVED FOLLOWING STABILIZATION. FIBER ROLLS USED IN A PERMANENT APPLICATION 12. REPAIR OR REPLACE SPLIT. TORN. UNRAVELING. OR SLUMPING FIBER ROLLS. STABILIZATION. FIBER ROLLS USED IN A PERMANENT APPLICATION 12 REPAIR OR REPLACE SPLIT, TORN• UNRAVELING. OR SLUMPING FIBER ROLLS SHALL BE ENCASED WITH A BIODEGRADABLE MATERIAL AND MAY BE 13. IF THE FIBER ROLL IS USED AS A SEDIMENT CAPTURE DEVICE, OR AS AN EROSION CONTROL SHALL BE ENCASED WITH A BIODEGRADABLE MATERIAL AND MAY BE 13. IF THE FIBER ROLL IS USED AS A SEDIMENT CAPTURE DEVICE, OR AS AN EROSION CONTROL LEFT IN. DEVICE TO MAINTAIN SHEET FLOWS. SEDIMENT THAT ACCUMULATES IN THE BMP SHOULD BE LEFT IN. DEVICE TO MAINTAIN SHEET FLOWS. SEDIMENT THAT ACCUMULATES IN THE BMP SHOULD BE 10 TEMPORARY INSTALLATIONS SHOULD ONLY BE REMOVED WHEN UP PERIODICALLY REMOVED IN ORDER TO MAINTAIN BMP EFFECTIVENESS. SEDIMENT SHOULD BE 10. TEMPORARY INSTALLATIONS SHOULD ONLY BE REMOVED WHEN uP PERIODICALLY REMOVED IN ORDER TO MAINTAIN 8MP EFFECTIVENESS. SEDIMENT SHOULD BE GRADIENT AREAS ARE STABILIZED PER GENERAL PERMIT REQUIREMENTS. REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-THIRD THE DESIGNATED SEDIMENT GRADIENT AREAS ARE STABILIZED PER GENERAL PERMIT REQUIREMENTS, REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-THIRD THE DESIGNATED SEDIMENT AND/OR POLLUTANT SOURCES NO LONGER PRESENT A HAZARD. BUT. STORAGE DEPTH AND/OR POLLUTANT SOURCES NO LONGER PRESENT A HAZARD. BUT. STORAGE DEPTH THEY SHOULD ALSO BE REMOVED BEFORE VEGETATION BECOMES TOO 14 IF FIBER ROLLS ARE USED FOR EROSION CONTROL, SEDIMENT REMOVAL SHOULD NOT BE THEY SHOULD ALSO BE REMOVED BEFORE VEGETATION BECOMES TOO 14 IF FIBER ROLLS ARE USED FOR EROSION CONTROL, SEDIMENT REMOVAL SHOULD NOT BE MATURE SO THAT THE REMOVAL PROCESS DOES NOT DISTURB MORE REQUIRED AS LONG AS THE SYSTEM CONTINUES TO CONTROL THE GRADE SEDIMENT MATURE SO THAT THE REMOVAL PROCESS DOES NOT DISTURB MORE REQUIRED AS LONG AS THE SYSTEM CONTINUES 10 CONTROL THE GRADE SEDIMENT SOIL ANO VEGETATION THAN IS NECESSARY CONTROL BMPS WILL LIKELY BE REQUIRE IN CONJUNCTION WITH THIS TYPE OF APPLICATION SOIL AND VEGETATION THAN IS NECESSARY CONTROL BMPS WILL LIKELY BE REOUIRE IN CONJUNCTION WITH THIS TYPE OF APPLICATION ii FIBER ROLLS MUST BE INSPECTED IN ACCORDANCE WITH THE PROJECT 15. REPAIR ANY RILLS OR GULLIES PROMPTLY. FIBER ROLLS MUST BE INSPECTED IN ACCORDANCE WITH THE PROJECT 15 REPAIR ANY RILLS OR GULLIES PROMPTLY STORMWATER MANAGEMENT PLAN (SWMP) STORMWATER MANAGEMENT PLAN (SCUP) ISSUED FOR CONSTRUCTION Last 0. uSl MOD TYPICAL FIBER ROLLS FOR SLOPE BREAK I "��7° TYPICAL FIBER ROLLS FOR SLOPE BREAK St IC GD40 W j GOO Data 09/05/19 Sheet 4 OF 10 - - - -- - - — - 0023516_01-INTdwg • 4531963 Pages : 30 of 44 10 / 14 /2019 12 : 14 PM R Fee : $0 . 00 Carly Koppes , Clerk and Recorder , Weld County , CO iii ri I ' h h ill 0 2019 Westwood Professional Services, Inc. Westwood non. (asp a7-NM 12701 W/lea,lr Orin.ew.saw Fa (earl037-sett •Al.eroSA.,MN 16343 —, ROW 60' TYP ) Td H.. (U I1326160o Wew �Mesmel ( VARIES - MATCH EXISTING WIDTH — NArMiso0 Pre/sdMW links.Inc �± — WELD COUNTY SURFACING .a;��;. '- rt WELD COUNTY SURFACING AGGREGATE fw�j� AGGREGATE SEE DETAIL RD09 FOR A EXISTING AGGREGATE ROAD 1 krtty COMPACTED SUBGRADE v3 \- \ SURFACE Z SLOPE SECTIONS TRH SLOPE 1% SLOPE m O1 F \,�\ e� •--..x. SEE DETAIL RDO9 FOR -.x SUBGRADE _ In o �,\� ' '^^r -- -- SLOPE SECTIONS z PUBLIC R CUT�7Ll SECTuw Q•pt.) •�� F,A r `\ \ `E�r T �`3 �i ~ ROAD SECTION w(BLIr dAn C W v EXISTING I� / p�{ .TML T�0,5 f0 / , - - jtQltN - �� '• i \�/\ `.\ D jJA1�V1 '�SQIf �`o`�',.�IRA� S( �\ /-�/�\� \ r XISTING /".7 C�. 11�*.ANN..0.. \ - ".\i / \ \\% . r '` \ VARIES •-.► VARIES \ \�� \ \ i /�A . APPROXIMATE UNDERGROUND COLLECTION LOCATION IF APPLICABLE) APPROXIMATE UNDERGROUND COLLECTION •: 6' LOCALLY SOURCED O NOTES: ( \/ i AGGREGATE �O� ; Oi°�OM.:�� CONTRACTOR TO ENSURE THAT ROADS AND SHOULDERS REMAIN WELL-DRAINED REFER TO GEOTECH REOPORT FOR SLOPE SECTIONS (TIE-WS). LOCATION (IF APPLICABLE) • .. 2 CONTRACTOR SHALL CONSTRUCT CROWNED ROAD COMPACTED SUBGRADE SA• EN �,� 3 ROADS TO GENERALLY FOLLOW EXISTING CONTOURS EXCEPT IF CREST OR SAGS EXCEED DESIGN PARAMETERS. GENERAL CONTRACTOR MAY BE REQUIRED TO PROVIDE ASSIST VEHICLE OR MODIFY GRADE IF GREATER THAN TURBINE SUPPLIER SPECIFICATIONS O/YAt fffff •- 4. SLOPES SHOWN ARE IN HORIZONTAL 10 VERTICAL (H-.v) FORMAT ,•'�•� 5 ALL DISTURBED GROUND NOT COVERED WITH GRAVEL SHALL BE STABILIZED PER THE PRO ECT SWMP TEMPORARY TURNING RAQIUS SECTION 6 SLOPES SHOWN ARE TYPICAL. SOME ROAD LOCATIONS MAY REQUIRE VARIATIONS IN SLOPES. 7. IF EXCESS TOPSOIL IS AVAILABLE. ADDITIONAL TOPSOIL CAN BE PLACED ON FILL SLOPES INCREASING THE DEPTH OF TOPSOIL NOTE; ' STRUCTURAL SECTIONS SHOWN ARE THE MINIMUM THICKNESS DURING NORMAL FIELD CONDITIONS THE SECTIONS MAY NEED TO BE INCREASED BASED ON ACTUAL FIELD CONDITIONS Al THE TIME E1es41aack Ire TYPICAL SECTION NOT DRAWN TO SCALE OF CONSTRUCTION. CONDITIONS INCLUDE. BUT ARE NOT LIMITED TO. CONSTRUCTION DURING r .AST RLNY0 UNUSUALLY WET PERIODS. IN LOW/WET AREAS OR SOFT SOILS. nicks& - __ _ Waal Osrnn.t 2 TEMPORARY TURNING RADII ADJACENT TO PUBLIC ROADS SHALL BE MAINTAINED TO A ACCESS ROAD WITH CRANE TRAVEL TYPICAL SECTION (CROWNED) COMPACTED DRIVABLE SURFACE TO AVOID A PUBLIC SAFETY HAZARD. - - �!_ RD01 0 S MAINTENANCE THROUGHOUT THE CONSTRUCTION OF THE PROJECT IS EXPECTED ON AGGREGATE As-eSURFACES AND MAY INCLUDE BLADING THE SURFACE OR PLACING ADDITIONAL AGGREGATE TO lk D°I""� - MAINTAIN THE REQUIRED STRENGTH AND PERFORMANCE. CitevIstorur SUB-GRADE NOTES' Lad RtNSI° 0 08/19/19 DEVELOPMENT CIVIL PLANS VARIES (30' TYP.) ; Westwood TYPICAL STRUCTURAL CROSS SECTIONS '/IA/" 1. DITCH OUTLET RIPRAP SHALL BE EXISTING GROUND 1505 I 09/05/19 DEVELOPMENT CINL PLANS VARIES 4' 4' VARIES___ o • ?' CRUSHED ANGULAR ROCK D =5" _ ROAD OR FACILITr so i _ EXISTIN� i- PAD GRAVEL 2. INSTALL GEOTEXTILE FABRIC • UNDERNEATH RIP RAP OUTLET ,,,- •... 1x N • 77/-\`\mg\\<7. _ _ , ,� • .,* i FOISTING CR<K/ND 3. OUTLET SIZE SHALL BE 10' X 10' X 1.0' •-•r. \ - • *F el:„ 4. STABILIZE SIDE SLOPES PER SWMP `. / �. • `i\vy / • / •, / /�/ / /�j///. ' �:•.7 GUIDANCE. _ 100' 0 \ ` • ,\ \ ��: 5 STABILIZE DITCH WETTED PERIMETER � • j j \ �\ TOPSOIL LAYER , /j� ` � WITH EROSION CONTROL BLANKET PEP / \� \ �.i� / \__//•/� \ / • •• SWMP GUIDANCE. - �/� \ . N � � A �* 6. INSTALL ROCK CHECKS IN DITCH PER 1Prepared tor: / / /BLANKET (SEE GD22) • --��iGb'�� PLAN AND SWMP REQUIREMENTS 1 y, �� 7 DITCH OUTLET SHALL BE CLEARED AS SEE DETAIL TS05 FOR �f; ,� �-•^ STRUCTURAL SECTION } Y ; ` 1 PART OF FINAL RESTORATION. 111.1121 rt _ V • • 9' 9- .JEEWARD f . *• MAXIMUM ALLOWABLE DIP MAXIMUM ALLOWABLE DIP CE .•3 + 2 • - 1 ON FLAT TERRAIN ON SLOPED TERRAIN I VARIES (30' TYP.) At VA I:ir -41 3 • n /-I_• 6688 North Central expresewe Suite 500 ili�iaiei•ifi • 1 •�-:-;!''f-•-.�'-.r-.tt�,�••� - 100' _ t 00 Della, Texas 75206 �•1•$�t•Rrf l iatt 1 i.Iz•1 r Pr_. •-.✓.......• 10' x 10' CRUSHED ANGULAR VARIES VARIES �; • _ �y :�. it • l�i • it-t. :r '�' RIP RAP 0,. •6 ; THICKN[SSe1' 1X L. • : • •t• • • •�1 1!�•: 1.1.44,4,14' Ro- \ . '\/ \�\\\/ / , \ \/ .,-,;(„•\ '— ZIN 0 ! •t•• MAXIMUM ALLOWABLE BUMP MAXIMUM ALLOWABLE BUMP / / z „ ,/,,..... ��/� / L ,. , \�/�/ �\�i _ TYPICAL SECTION NOT DRAWN TO SCALE ON FLAT TERRAIN ON SLOPED TERRAIN \/ .\ \ SEE DETAIL TS05 FOR %\\ %� ' NOTES: STRUCTURAL SECTION TOPSOIL LAYERW up;/6/mj° I. ANTICIPATED MINIMUM K-VALUE OF 165 OR DEPENDING ON TURBINE MODEL. 17 IS DAYLIGHT EOCJE. LEVEL SPREADER DITCH OUTLET THE RESPONSIBILITY OF THE CONTRACTOR 70 MEET THE VERTICAL REQUIREMENTS OF ��• _ _ STO2 THE TRANSPORTATION COMPANY. CONTACT THE ENGINEER FOR RECOMMENDATIONS ON A CASE-BY-CASE BASIS. 2. THE BUMP/DIP REQUIREMENTS PROVIDED IN THIS DETAIL ARE GUIDELINES INTENDED TO VARIES (30' TYP ) BE APPLIED TO ANOMAUES IN THE ROAD SURFACE THAI ARE ENCOUNTERED/CREATED DURING CONSTRUCTION AND MAY BE ADJUSTED BASED ON TRANSPORTATION COMPANr SPACING FOR STAPLES 4 is REQUIREMENTS Si OPF RA Tin GTAPI F5/YARD ��...; ��•, �q m VARIES VARIES -' 2:1 (H:v)> 1.2 STAPLES ///r•/ry ,\ if �r,r •� • ' • LAST 02/10 I., 2:t - 1:1 1 7 STAPLES i\i '7• o ,,,r,.:: .• v:.:v:. , i/��i/5`/Oiro�;/ >. � MAXIMUM DEFLECTION FOR ob/ans 2 • • • • • ��//� -�2'' iii`%\`%\[`\ 4��i�t` `it,.')�. '�\:J., ...‘,,,,;•\,,/ %/`1/r�\/r�\i/��., •>i. TURBINE ACCESS ROAD 1X F • • •_• r•r / % �/. ♦ I ,♦<., RDO2 in TAMP DIRT r.-. . \ ,/ J 4, A '�i �•_.•ski OVER MAT/�"` `r 10 41 h t i��►��`�I'' :�� Al ANKE I I (k1G17UQINAI TERMINAL�LQPF AND INITIAL GHAxINEt ♦ �r /,.jar ANCHOR TRENCH CHANNEL ANCHOR TRENCH ANCHOR TRENCH �� \/ EXISTING A '� • ♦ , ♦ -> COMPACTED GENERAL \\\� / \ ��\ • • /v RIEs,,JNATIVE MATERIAL \ \ • W7ERVAL5�PSOIL LAYER // PATTERN • • STAKE AT 3-5' i • • •Mountain Breeze SEE DETAIL TSOS FOR F__,_,T, L PLACED ON FILL SLOPES TO BE BENCHED MN. 4' i ` %� BOTH • �.,I STRUCTURAL SECTION PER GEOTECHNICAL RECOMMENDATIONS OVERLAP , ��/\` ' �� FIRCErwor WATOVE ER , r c7` Nsv\ r r U • WHEN Pr •souN0TES: . ♦ .i NONWOVEN GEOTEXTILE r ✓ o�ect CONiRAC7pR TO ENSURE THAT ROA05 AND SHOULDERS REMAIN WELL-DRAINED. . �� ' \\_ FILTER FABRIC UNDER2 CONTRACTOR SHALL INSTALL THE SLOPE SECTION WHICH APPROPRIATELY FITS THE TERRAIN• UNLESS OTHERWISE SPECIFIED - •-�, • � / TYPICAL TREATMENT - \�\j\j. \�\v�.•��•t TYPICAL SLOPE •`i�ON THE PLANS CONTRACTOR TO MAINTAIN EXISTING DRAINAGE PATTERNS. /// .� 3 SLOPES SHOWN ARE IN HORIZONTAL TO VERTICAL (H:V) FORMAT SOIL STABI 1 AT1ON i;.��•. t€R 1ABIE 4 ALL DISTURBED GROUND NOT COVERED WITH GRAVEL SHALL BE STABILIZED. ISOMETRIC NEW VIA r \\��i CHECK SLOT AT 25 Weld County, CO 5 SLOPES SHOWN ARE TYPICAL SOME ROAD LOCATIONS MAY REQUIRE VARIATIONS IN THE SLOPE INTERVALS INTERMITTElIIi CHECK SLOT NOTE' 6 IF EXCESS TOPSOIL IS AVAILABLE. ADDITIONAL TOPSOIL CAN BE PLACED ON FILL SLOPES INCREASING THE DEPTH OF TOPSOIL. REFER TO THE PROJECT SWMP FOR IMPLEMENTATION REQUIREMENTS NOTE; Details-2 / VERIFY MAXIMUM CROVN/CROSS SLOPE MATH CRANE MANUFACTURER IF CRANE TRAVEL IS ANTICIPATED. 2 MATS/BLANKETS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE. 1 REFER TO THE PROJECT SWAP FOR IMPLEMENTATION REQUIREMENTS. TYPICAL SECTION NOT DRAWN TO SCALE 3 SLOPE SURFACE SHALL BE FREE OF ROCKS. CLODS. STICK AND GRASS. 2 CHECK SLOTS TO BE CONSTRUCTED PER MANUFACTURERS SPECIFICATIONS 4 MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT. lAst Rimer, 3 STAKING OR STAPLING LAYOUT PER MANUFACTURERS SPECIFICATIONS rood TYPICAL ROAD SLOPE SECTIONS 00/10/15 o WITH THE SOTLLAY S LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT 4 MINIMUM OF 3.5 STAPLES/YARD. DITCH CHECK SPACING AND BMP GUIDANCE RD09 6 DO NOT STRETCH. 5 BLANKET TYPE AND WEIGHT MUST BE CHOSEN BASED ON SITE CONDITIONS AN.; 7 BLANKET TYPE AND WEIGHT MUST BE CHOSEN BASED ON SITE CONDITIONS, MANUFACTURERS RECOMMENDATIONS DITCH GRADE (� CHECK SPACING (FT) POTENTIAL BMP (SEE DETAIL) STATE DOT PERFORMANCE FACTORS AND MANUFACTURERS RECOMMENDATIONS. 7 STAPLE LENGTHS LA ETCOSFSHA TO MANUFACTURERS RECOMMENDATIONS 1.0 200 ROCK CHECK OR BIOROLL B STAPLE LENGTHS SHALL CONFORM TO MANUFACTURERS RECOMMENDATIONS 7 EROSION S CONTROL E BLANKETS SHALL EXTEND TO THE EDGE OF THE DISTURBANCE LIMITS. 2.0 100 ROCK CHECK OR BIOROLL TYPICAL SLOPE STABILIZATION - LAST EN1ro LAST In NSW 3.0 65 ROCK CHECK OR BIOROLL IMe_Aasod TEMPORARY EROSION BLANKETS TURF "/2'/°° Westwood TEMPORARY EROSION 03/21/01 - REINFORCEMENT MATS FOR SLOPES CO21 BLANKETS FOR CHANNELS C022 4.0 50 ROCK CHECK ISSUED FOR CONSTRUCTION 5.0 40 ROCK CHECK 6.0 30 ROCK CHECK Date 09/05/19 6Sut 5 OF 10 0023516_0I-INT d.V 4531963 Pages : 31 of 44 10 / 14 / 2019 12 : 14 PM R Fee : $0 . 00 Carly Koppes , Clerk and Recorder , Weld County , CO III pill Liiiiiii MINI 02019 Westwood Professional Services, Inc. Westwood Phone II1Z 037-N 90 12101 wh f our Drive,rplGOO 1. TEMPORARY NTERSECTON IMPRUVFJMENTSFe (067Xt37.W2a Wnndlona.NM 15143 1. PLANIMETRIC FEATURES AND GROUND SURFACE ELEVATIONS ARE BASED TOPOGRAPHY (nIFCTED BY WESTW000 mine 05010 S it 50 rNssoayl0sw a. GRADING, DRNNGE AND EROSION CONTROL- SEE EXECUTION, NOTES I - 3, AND SUBGRADE COMPACTION. TEST ROLLING SURVEY CREWS. IT IS IMPORTANT THAT THE CONTRACTOR VERIFIES THE ELEVATIONS PRIOR TO ANY CONSTRUCTION AND AGGREGATE BASE COMPACTION. NOTES 1-2. OR GRADING ACTIVITIES. WHERE MAJOR DISCREPANCIES ARE FOUND. THE OWNER AND ENGINEER SHALL BE _____ _____ IL b. SURFACING - SEE SUBGRADE COMPACTION, TEST ROLLING AND AGGREGATE BASE COMPACTION, NOTE J. CONTACTED AID NOTIFIED. MODIFICATIONS TO THE GRADING MAY BE REQUIRED. SOME LOCATIONS MAY BE ABLE TO BE ADJUSTED TO MATCH THE ELEVATION CHANGE WILE OTHERS MAY REQUIRE ADDITIONAL PORK BY THE a SEE PLAN DETAILS. CONTRACTOR. d. TEMPORARY INTERSECTION MDENNGS SHALL, UPON COMPLETION OF ALL PROJECT CONSTRUCTION ACTIVITIES OR UPON 2. NO ALTA SURVEY HAS BEEN COMPLETED FOR DESIGNED INTERSECTIONS NOTIFICATION TO THE CONTRACTOR BY THE ENGINEER. BE REMOVED UNLESS OTHERWISE NOTIFIED BY THE ENGINEER. 3. THERE MAY BE ADDITIONAL EXISTING INFRASTRUCTURE. UTILITIES. AND OBSTACLES RICH DO NOT APPEAR CONSTRUCTION MANAGER, OR STATE/COUNTY/LOCAL OFFICIALS. THE DISTURBED AREA FROM THE INTERSECTION WIDENNGS RECOGNIZABLE ON THE PLANS AND WERE NOT DIGITIZED FOR THIS PLAN. IT IS THE CONTRACTOR'S RESPONSIBILITY SHALL BE RESTORED TO ITS ORIGINAL UNES AND GRADES INCLUDING TOPSOIL THE DISTURBED AREA SHALL BE STABILIZED TO MAKE MINER ADJUSTMENTS WHILE STAYING WITHIN THE CORRIDOR TO AVOID THESE ITEMS IF NEEDED. IF MINOR IN ACCORDANCE NTH THE SUMP. ADJUSTMENTS ARE NOT SUFflOENT, THE CONTRACTOR SHALL WORK MTH THE OWNER/ENGINEER TO AVOID THESE Q,P�� /CE: ITEMS N AN ACCEPTABLE MANNER. O •.• ' •A ' •. ti extmualimwmanitsamnm 4. PROPERTY LINES, ROW LINES, AND EASEMENTS ARE NOT AVAIL A i FOR THE MAJORITY OF THE OFFSITE WORK 0• .,• ! P �,•'•sF 1. THE CONTRACTOR SHALL PROVIDE ND EROSION CONTROL MEASURES AS PLANNED A SPEanED FOLLOWING ' 4}.CONTROL INCLUDED N THE PLANSET. CONTRACTOR AND OWNER TO VERIFY IN FIELD. C7 : (41l .. 0 MEASURES (CMS) AS OUTLINED BY THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT AND BEING IN 5. WHERE SECTION OR SUBSECTION MONUMENTS ARE ENCOUNTERED, THE OWNER SHALL BE NOTIFIED BEFORE SUCH CONFORMANCE MTH THE COLORADO DISOIARCE PERMIT SYSTEM (COPS) GENERAL STORMWATER PERMIT. MONUMENTS ARE REMOVED. THE CONTRACTOR SHALL PROTECT AND CAREFULLY PRESERVE ALL PROPERTY MARKERS 2. REFER TO THE SWAP BOOKLET FOR THE CHEYENNE RIDGE WIND PROJECT, PREPARED BY %ESTW000 FOR CONTRACTOR, FOR AND MONUMENTS UNIX. THE OWNER, AN AUTHORIZED SURVEYOR OR AGENT HAS WITNESSED OR OTHERWISE . 7) r. : g EROSION CONTROL AND RESTORATION SPECIFICATIONS, SEDIMENT AND EROSION CONTROL PROCEDURES. LOCATIONS OF REFERENCED THER LOCATION. CONTROL MEASURES. DETAILS, AND INSPECTION INFORMATION. NOT AU. THE O . REQURED BY THE COPS PERMIT AND 6. THE CONTRACTOR SHALL NOTIFY STATE UTIUTY LOCATE SERVICE (ONE CALL-811) AT LEAST 48 HOURS BEFORE vCc 0 , 01/0s/R.' (L DESCRIBED N THE SUMP ARE SHOWN ON THE PLANS. EXCAVATION ACTIVITIES COMMENCE. 2 ALL GRADING AND J. RECOMMENDATIONS EESSTTSTRUCTION ABUSIED FORTIVITIES SHALL COmPLY MTH THETHE PROJECT. CONTRACTOR MAY UTILIZE ADDITIONAL OMB AS REQUIRED TO OJECT MEP REQUREmENTS AND 7. COULD DOST BOTH ABOVE GROUND AND BELOW GROUNASSUMD THAT AND HOT ARE NOT SHOWN ON THE PLANS OR ARE IND ON ALTA SURVEY ADDITIONAL nA TIES S`SiONA1. ENG CONTROL EROSION AND SEDIMENTATION BOTH DURING AND AFTER CONSTRUCTION. REFER TO THE SWAP BOOKLET FOR A DIFFERENT LOCATION THAN SHOWN ON THE PLANS. CONTRACTOR AND OWNER ARE RESPONSIBLE FOR LOCATING ALL COMPUTE LIST OF DO THAT MAY BE IMPLEMENTED. UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL PROTECT EXISTING UTIUTES AND RELOCATE AS 4. ALL GROUND, PASTURES. AND DRAINAGE SWALES DISTURBED DURING CONSTRUCTION ACTIVITIES AND NOT COVERED BY REQUIRED IN COORDINATION MTH UTILITY AND LANDOWNER. THE CONTRACTOR SHOULD TAKE EXTREME CAUTION ROAD SURFACING MATERIALS SHALL BE SEEDED N ACCORDANCE MTH THE SWAP PLAN. AGRICULTURAL LAND IS EXCLUDED WHILE CONSTRUCTING THE PROJECT. FROM THIS REQUIREMENT. B. THE CONTRACTOR SHALL NOTIFY AND COORDINATE ALL WORK WITH THE UTILITY COMPANES. 5. TEMPORARY EROSION AND SEDIMENT CONTROLS SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR AND SHALL BE IN 9. UTILITY CROSSING DESIGNS HAVE NOT BEEN COMPLETED FOR THE PROJECT. CONTRACTOR SHAT VERIFY CROSSING ACCORDANCE OATH THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT REQUIRE?ENTS AND THE PROJECT REQUIREMENTS WITH ALL UTIUTY COMPARES PRIOR TO CONSTRUCTION. Doss: Ni STORMWATER MANAGEMENT PLAN ON FILE. 10. CONTRACTOR TO VERIFY EXISTING CONDITIONS SHOWN ON THE PLANS PRIOR TO CONSTRUCTION AND NOTIFY Cbackatt DPW 6. THE CONTRACTOR SHALL PHASE CONSTRUCTION ACTIVITIES TO MINIMIZE THE AREA OF GRADING BONG DONE AT ONE TIME ENGINEER F THERE ARE ANY DISCREPANCIES. - -DEPENDING ON THE CONTRACTOR'S PHASING, Oa IN ADDITION TO THOSE SHOWN ON THE PLANS MAY BE NEEDED TO 11. ANY FAOUTIES REMOVED TO ALLOW FOR CONSTRUCTION (MALBOXKES, SIGNS, FENCES. LIGHTING, ETC.) SHALL BE ReA(N COMPLY WITH THE SWAP. RI REPLACED BY THE CONTRACTOR IN A CONDITION AS 0000 AS EXISTING UNLESS OTHERWISE DIRECTED BY THE --- - 7. ALL PUBLIC STREETS SHALL BE MAINTAINED FREE OF DUST AND MW CAUSED BY CONSTRUCTION TRAFFIC. OWNER. As** Da►wltla 8. INTERSECTIONS OF ANY UNDERGROUND CMIFCTTON UNES OR TRENCHES WITH COUNTY ROAD DITCHES SHALL HAVE 12. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING DRAINAGE THROUGHOUT THE CONSTRUCTION OF THIS PROECT. ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES IN PLACE. CONSTRUCTION ACTIVITIES SHALL MINIMIZE BLOCKING OF NATURAL OR MANMADE CREEKS OR DRAINAGE MALES 9. DETAILS PROVIDED N THE PLANS ARE TO BE USED AS NEEDED OR AS SPECFIED IN THE PROJECT SUMP. IT IS THE CAUSING RAINWATER TO POND. Reybkeac CONTRACTOR'S/OPERATOR'S RESPONSIBILITY TO MAINTAIN COMPLIANCE. 13. IF LOCALIZED LOW POINTS ARE ENCOUNTERED DURING TOPSOIL STRIPPING, MA5cALIF SURROUNDING AREA TO II OATS OrCIMETIDN 10. ALL ERODIBLE MATERIAL. SHALL BE CONTAINED WITH TEMPORARY BERMS, SUBOJTS, FTEER LOGS, AND/OR SILT FENCE AS MAINTAIN POSITIVE DIRECTION OF DRAINAGE TO MINIMIZE PONDING CF STORMWATER DURING RAINFALL EVENTS. 0 08/19/19 DEVELOPMENT CIVIL PLANS NECESSARY TO PROTECT ANY DITCHES. CONVEYANCES. CULVERTS. AND OTHER SURFACE WATERS/WETLANDS. THE 14. ROAD MAINTENANCE IS EXPECTED OVER THE TIMELINE OF CONSTRUCTION. MAINTENANCE THROUGH CONSTRUCTION CONTRACTOR IS RESPONSIBLE TO PREVENT SOL FROM BONG ERODED BY WATER OR WIND AND DISCHARGING U 1 09/05/19 DEVELOPMENT CIVIL PLANS G INTO SHALL. BE THE RESPONSBTY OF THE CONTRACTOR. _ ADJACENT AREAS. 15. DURING CONSTRUCTION IT MAY BE NECESSARY FOR THE CONTRACTOR TO REMOVE/INSTALL ADDITIONAL FENCE, II. AFTER SOIL DISTURBANCE, THE CONTRACTOR IS RESPONSIBLE FOR APPLYING SEED AND EROSION CONTROL BLANKETS TO GATES, OR CATTLE GUARDS BASED ON CONSTRUCTION SEQUENCING, OWNER REQUESTS, UVESTOCK AREAS, DELIVERY - STEEP SLOPES. AROUND CULVERTS, AND WITHIN THE BOTTOM OF ALL CONCENTRATED FLOW AREAS 9101 AS THE BOTTOM REQUIREMENTS, AND CONSTRUCTION RELATED ITEMS. OF DITCHES 16. WILE BUILDING THE ROADS EXCESS SOIL. MAY RESULT. THE CONTRACTOR SHALL. DISPOSE CF THIS EXCESS SOL IN 12 NON-STORM WATER POLLUTANTS SUCH AS CONCRETE, FLY ASH, LME, ASPHALT MATERIALS. OILS AND OTHER MATERIALS AN APPROVED MANNER. EXCESS TOPSOIL MAY BE DISTRIBUTED INTO A THIN LAYER ON LAND IMMEDIATELY - SHALL BE CONTAINED AND NOT MOWED TO BE DISCHARGED FROM THE PROJECT AREA ADJACENT TO WHERE THE TOPSOIL ORIGINATED. WHILE DOING SO THE CONTRACTOR SHALL AVOID CAUSING RIDGES 13. CM. WITHIN COLORADO DEPARTMENT OF TRANSPORTATION (COOT) RIGHT-OF-WAY ARE REQUIRED TO FOLLOW COOT OR MOUNDS THAT WOULD MAKE IT DIFFICULT FOR STORM WATER RUNOFF TO DRAIN. THE FINAL SURFACE OF THE - - - SPEOFICATIONS DISTURBED TOPSOIL SHALL BE SMOOTH AND FOLLOW THE NATURAL CONTOUR OF THE LAND. - 17. ALL CONSTRUCTION ACTIVITY SHALL TAKE PtACF MINN THE GRADING OMITS THAT HAVE BEEN PROVIDED. IF THE MOXCM ENTRE MOTH OF THE CORRIDORS IS NOT NEEDED FOR CONSTRUCTION, THE CONTRACTOR SHALL ONLY CLEAR THE hewed for ROOM THAT IS NECESSARY. REFER TO THE CONSTRUCTION DOCUMENTS FOR EXACT DIMENSIONS. THE CONTRACTOR 1. PUBLIC ROAD AGGREGATE TO BE WELD COUNTY SURFACING AGGREGATE. OR APPROVED EQUAL SHALL NOT DISTURB GROUND OUTSIDE OF CONSTRUCTION CORRIDORS WITHOUT WRITTEN PERMISSION FROM THE OWNER. Ilagnin& It GEOTECHMCAL REPORTS WITH RECOMMENDATIONS HAVE BEEN PREPARED BY IOU. THE CONTRACTOR SHALL BE (7 E E WA R D FAMILIAR WITH THE REPORTS AND SHALL REVIEW AU. NF RECOMMENDATIONS. ALL GRADING SHALL CONFORM TO THE 1. CLEARING AND GRUBBING GEOTECHMCAL REPORT AID RECOMMENDATIONS. A. THE CONTRACTOR SHALL BE REQUIRED TO GRUB/MULCH ALL TREES. STUMPS, BRUSH, AND DEBRIS WITHIN 19. A PLAN FOR THE ASSUMED DELIVERY ROUTE IS NCUOED N THE CONSTRUCTION DOCUMENTS. DOSING INTERSECTION UPGRADE THE GRADING AREAS SHOWN ON THE PLANS. THE CONTRACTOR IS TO REMOVE ONLY THOSE TREES MHICH LOCATIONS ARE SHOWN ON TFIS PLAN FOR REFERENCE. THE GENERAL CONTRACTOR SHALL VERIFY THESE CONSTRUCTION PLANS TESTING SCHEDULE SUMMARY ARE DESIGNATED BY THE OWNER'S REPRESENTATIVE FOR REMOVAL AND SHALL EXERCISE EXTREME CARE MATCH THE FINAL ROUTING PLAN PROVIDED BY THE TURBINE SUPPUER PRIOR TO CONSTRUCTION APO NOTIFY THE DK: EER F AROUND DOSING TREES TO BE SAVED. DARE ARE ANY DISCREAANGES. 6688 North Central FJL reeswa Suite 500 TH LL 21. E CONTRACTOR SHALL BE RESPONSIBLE FOR A TRAFFIC CONTROL TRAFFIC CONTROL SHALL MEET THE TABLE 2: TESTING SCHEDULE SUMMARY P Dallas, Texas 7 2. TOPSOIL STRIPPING REQUIREMENTS OF THE COUNTY• STATE DEPARTMENT CF TRANSPORTATION• AND RECOM DCOATIONS IN THE MANUAL A. TOPSOIL SHALL BE STRIPPED FROM CEMENT STABILIZED AT-GRADE ROAD AREAS TO THE DEPTH OF THE ON UNFORM TRAFFIC CONTROL DEVICES (MUTCD). LOCATION TEST FEOUENCY ANTICIPATED AGGREGATE SURFACING. TOPSOIL SHALL BE STRIPPED THROUGH THE ROOT ZONE FROM ALL FOUNDATION AREAS AND AREAS OF MASS GRADING. ROOTS LESS THAN 1/4- IN DIAMETER ARE INSGOFICANT. TOPSOIL SHALL NOT BE STRIPPED OUTSIDE OF THE DESIGNATED DISTURBANCE AREAS. GRAIN SIZE ANALYSIS, MOISTURE CONTENT, 1 PER MAJOR SOIL TYPE B. ANY TOPSOIL THAT HAS BEEN STRIPPED, SHALL BE RE-SPREAD OR STOCKPILED WITHIN GRADING AREAS EMBANKMENT FILL ATTERBERG ADMITS ON FINES CONTENT, & PROCTOR AND/OR USED AS FILL OUTSIDE OF THE DISTURBANCE AREAS, AS DIRECTED BY THE ENGINEER. ALL TOPSOIL SHALL BE REDISTRIBUTED TO THE LAND OWNER'S PROPERTY OF WHERE IT ORIGINATED FROM AND --' NOT IMPEDE NATURAL DRAINAGE FLOW. F'71N1.; '11.0, )l'.1:I .I:Iat: MOISTURE DENSITY TEST (NUCLEAR DENSITY) 1 PER LIFT PER 1000 FT 1. TESTING SHALL BE PERFORMED BY A DESIGNATED, INDEPENDENT TESTING AGENCY. 3. EMBANKMENT CONSTRUCTION. 2. SUBMIT TESTING AND INSPECTION RECORDS SPECIFIED TO THE [PIONEER FOR REVIEW. PROOF-ROLL ENTIRE AREA A EMBANKMENT CONSTRUCTION SHALL CONSIST OF THE PLACING OF SUITABLE FILL MATERIAL AFTER TOPSOIL THE ENGINEER'S REVIEW DOES NOT RELEVE THE CONTRACTOR FROM THE RESPONSIBILITY COMPACTED STRIPPING. ABOVE THE EXISTING GRADE. GENERALLY, DABANKMENTS SHALL HAVE COMPACTED SUPPORT OF CORRECTING DEFECTIVE WORK. SUBGRADE MOISTURE DENSITY TEST (NUCLEAR DENSITY) 1 PER 1000 FT OR MIN. SLOPES OF FOUR FOOT HORIZONTAL TO ONE FOOT VERTICAL WITH SOME LOCATIONS THROUGHOUT THE 3. PROOF ROLLING SHOULD BE PERFORMED N THE PRESENCE OF THE GEOTEOHNICAL 3 PER ROAD PROJECT WITH SLOPES OF THREE FEET HORIZONTAL TO ONE FOOT VERTICAL THE MATERIAL FOR ENGINEER OR OUALFTED GEOTECHNICAL REPRESENTATIVE USING A FULLY LOADED TANDEM EMBAKMENT CONSTRUCTION SHALL BE OBTAINED FROM THE ACCESS ROAD/TURBNE EXCAVATION (SEE AXLE DUMP TRUCK WITH A MINIMUM GROSS WEIGHT OF 25 TONS, OR A FULLY LOADED CE pR _ROLL ENTIRE LENGTH OTECNICAL REPORT FOR RESTRICTIONS), OR ANY SUITABLE• APPROVED SOIL OBTAINED ONSTE/OFFSTE WATER TRUCK, OR A FULLY LOADED BELLY DUMP TRUCK WITH AN EQUIVALENT AXLE AGGREGATE BASE BY CONTRACTOR. AS DIRECTED OR APPROVED BY THE ENGINEER. THIS MATERIAL SHALL BE PLACED IN UFTS LOADING. PROOF ROLLING ACCEPTANCE STANDARDS INCLUDE NO RUTTING GREATER - - ' HAVING A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES THAN 1.5 INCHES AND NO PUMPNG'OF THE SOIL BENEATH/BEHIND THE LOADED TRUCK. SIEVE ANALYSIS, LL, PL 1 PER 2.500 CY B. SIDE SLOPES GREATER THAN 3:1 RILL NOT BE PERMITTED. UNLESS OTHERWISE NOTED ON THE PLAN. 4. SEW ANALYSIS: a SHALL BE CONDUCTED IN ACCORDANCE WITH AASHTO T27 OR 4. ROAD SURFACING b. SHALL BE CONDUCTED IN ACCORDANCE MTH ASTM 0136 A. PUBLIC ROAD CONDITIONS MUST BE MAINTAINED THROUGHOUT CONSTRUCTION. PRE CONSTRUCTION AND POST 6. PROCTOR: CONSTRUCTION AGGREGATE OVERLAY RECOMMENDATIONS MAY REQUIRE ADDITIONAL MATERIAL BASED ON a SHALL BE DETERMINED IN ACCORDANCE WITH AASITO T99 (STANDARD PROCTOR) FIELD CONDITIONS. BLADING AND MAINTAINING THE ROADS THROUGHOUT CONSTRUCTION MAY REQUIRE b. SHALL BE DETERMINED IN ACCORDANCE WITH ASTM D696 (STANDARD PROCTOR) ADDITIONAL MATERIAL 7. ATTERBERQ LIMITS: a SHALL BE DETERMINED IN ACCORDANCE WITH AASHTO 189 & T90 b. SHALL BE DETERMINED IN ACCORDANCE MTH ASTM D4316 8U F ATz COWACIWN. TNT ROLLING & AGGREGATE lAM COMPACIION 8. MOISTURE DENSITY (NUCLEAR DENSITY: 1. EMBANKMENT FILL MATERIAL o. SHALL BE DETERMINED IN ACCORDANCE WITH AASHTO T310 TABLE 1: AGGREGATE GRADATIONS a FILL MATERIAL SHALL BE TESTED ACCORDING TO THE TESTING SCHEDULE. b. SHALL BE DETERMINED IN ACCORDANCE WITH ASTM 06938 b. COMPACT TO A MINIMUM OF 95% OF THE MATERIAL'S STANDARD PROCTOR MAXIMUM DRY DENSITY AND PLACE 9. DYNAMIC CONE PENETROMETER (DCP) TESTING N LETS HAVING A MAXIMUM LOOSE UFT THICKNESS CF I2-. a SHALL BE CONDUCTED IN ACCORDANCE WITH ASTM 06951-03 WELD COUNTY SURFACING AGGREGATE Mountain n Breeze F STRUCTURAL FILL IS REQUIRED. GEOTENCAL ENGINEER SHALL BE CONSULTED BY CONTRACTOR FOXR DETERMINATION OF SUITABILITY. STRUCTURAL FILL SHALL BE PLACED IN LIFTS HAVING A MAXIMUM LOOSE LIFT THICKNESS PER THE CE0TEOINYCAL RECOMMENDATIONS. SEW SIZE PERCENT PASSING 2. COMPACTED SUBGRADE (EXCUDING ROAD SHOULDERS) 1 it (100) Wind Project a. COMPACT TO A MINIMUM CF 95% OF THE MATERIAL'S STANDARD PROCTOR MAXIMUM DRY DENSITY. r (90-100) b. THE ENTIRE SUBGRADE SHALL BE PROOF ROLLED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE TO IDENTIFY AREAS OF UNSTABLE SUBCRADE. F EXCESS PUMPING IS ENCOUNTERED. PARTIALLY REMOVE UNSUITABLE SOILS ANO RECOMPACT AND/OR REPLACE WITH GRANULAR SOILS AND RECOMPACT. Jr (55-80) e. F PROOF-ROWING DETERMINES THAT SUBGRADE STASUZATION CANNOT BE ACHIEVED, IMPLEMENT ONE OF THE Weld Coun 7 COLL FOLLOWING ALTERNATIVES PRIOR TO RETESTING: N (45-65) 'SCARIFY. DRY, AND RECOMPACT SUBGRADE. as 33-53 • Details-3 "REMOVE UNSUITABLE MATERIAL ANO REPLACE MTH SUITABLE MATERIAL. R" 'INCREASE AGGREGATE BASE THICKNESS. •USE AN APPROVED GEOTEXTLE FABRIC. (15-35) •USE A CHEMICAL STABILIZER SUCH AS CEMENT, UME, OR FLY-ASH (CONTACT ENGINEER) •PERFORM DC? TESTING 1 PER 500 Lf CF ROAD AND CONSULT ENGINEER FOR RECOMMENDATIONS. #200 (4-15) MEET FOLLOWING REQUREMENTS FOR WELD COUNTY SURFACING AGGREGATE 3. AGGREGATE BASE • L.A. ABRASION (AASIT0 T 96) — 40% (MAX.) o. AGGREGATE BASE SHALL BE PROOF ROLLED OVER THE ENTRE LENGTH. • FRACTURED FACES. ONE OR MORE (ASTM D 5821) - 45% (MN.) b. F PROOF ROWING DETERMINES THAT THE AGGREGATE BASE IS UNSTABLE CONTACT ENGINEER FOR • FREE FROM ORGANIC MATTER AND LUMPS OR BALLS OF CLAY RECOMMENDATIONS. • LL (AASHTO T 89) a 35 (MAX.) • DUST RA110 (% PASSING 1200/% PASSING 40) - PS (MAX.) • P.I. - 4-12 GRADATIONS HAVE BEEN OBTAINED FROM THE COLORADO DEPARTMENT OF TRANSPORTATION. ISSUED FOR CONSTRUCTION AN ALTERNATIVE MAY BE APPROVED BY OW Deu r O9/05/19 Snort 6 OF 10 -- - 0023516_DT-TNT o.q L_. 4531963 Pages : 32 of 44 10 / 14 / 2019 12 : 14 PM R Fee : $0 . 00 Carly Koppes , Clerk and Recorder ; Weld County , CO III riI , i i . irI liii -2019 Westwood Professional Services, Inc. Westwood r w A4A p7-Hi0 *31,1 to(Ina lti.IMO 740 PIM NUM= IraYa.1M K343 t11117 (Ygg7.sfll assatamas ass Iwallm/W1aa It ,1 I \ II t Ir n & LEGEND: I I I I i \ ��• EXISTING GROUND SPOT ELEVATION Pp0 L/C I i I \ . 6471 PROPOSED GROUND SPOT ELEVATION aEXISTING GRAVEL ROAD EDGEIII I II IJ/// \ ` V - EXISTING BITUMINOUS ROAD EDGE �: ':v EXISTING ROAD CENTERUNE I 1 � l • -� EXISTING FENCE q 38V • 3 I ( I �� -970 EXISTING 5' CONTOURS 'P '7� I I I I I/� ' , - --- EXISTING 1' CONTOURS OA,•••• 01/05/1/ski I / I� • . III I I / I I i1 PROPOSED 5 CONTOURS �SSiONAL ECG I I I I I / Ili I i t Ir y PROPOSED 1' CONTOURS PROPOSED PERIMETER SEDIMENT CONTROL I /I , 'Ks - EXISTING OVERHEAD POWER LINES I I ( I / ' ` �I Drilteac �. TEMPORARY INTERSECTION IMPROVEMENT 1 I' I I ( \ \iti Ii r J TEMPORARY 10' OBSTACLE FREEI / r I AREA FOR TRAILER OVERHANG f �y� - Ipp. TURBINE COMPONENT DELIVERY FLOW DIRECTION Or-w- I III I I �! . �_D..1. � ill i I I I I ' II DAIS - racer I 0 06/19/19 OE vtLOP►fNt OWL PLANS ,I I I I 1 1\A NOTEEk 1 09/05/19 DEVELOPMENT GNl PLANS I I 1. SEE CEDAR CREEK 2 PERMIT FOR EXISTING UTILITY LOCATIONS W I 2. DESIGN PROVIDED TOPOGRAPHY. OWNER AND CONTRACTOR TO ASED ON FIELD I r' I7 VERIFY EXISTING CONDITIONS INCLUDING BUT - J J 1 it NOT UMITED TO: TOPOGRAPHY, ALL UTILITIES, - --- - �1 x I / POTENTIAL ROBSIREE IUCTIONSAND OTHER _ �� •—/%/ ' �, / , a JII ' 3. IF FIELD CONDITIONS CONTAIN OBSTRUCTIONS Prepared for _. l, / I I II + WHICH WOULD RESTRICT DESIGN AS SHOWN, -_r / / I CONTACT ENGINEER. :.5 � !_�� ...••••• \ / \ 4. OWNER AND CONTRACTOR TO VERIFY EXISTING ØF ---- -:_t.:.15-1-•-- ---_... .-----%....-""/.... - �/� �/ ` V I . RIGHT OF WAY LOCATION. EE WARD �_ �-� ''�� ' 2 I 5. DESIGN INTENDED TO REMAIN IN EXISTING ROW. i / \ ,1 \ '� IN THE EVENT ANY DISTURBANCE OR if - _j\-- ••''\ \ 1 OBSTRUCTIONS OCCUR OUTSIDE RIGHT OF WAY, ! r ! /� f -__>1----r.7.-------;;-- { - ` 1 OWNER TO COORDINATE WITH LANDOWNERS. /�r ! _ /- -----\--\-- \ 1 + 6. CONTRACTOR TO MAINTAIN EXISTING DRAINAGE. CULVERTS AND DITCHES TO BE MAINTAINED 30' - 6688 North Central E7lpraarwa Suite 500 T '� _ / _ / �— `� \�J ri \ Da1Le. Texas 75206r _ _ _ _ AND EXTENDED AS NEEDED. ` -El _ "�J 7. CONTRACTOR TO CALL 811 PRIOR TO ALL } c _.)---L4--/—../ l_ �' �, �•� �� .- -� _ CONSTRUCTION ACTIVITIES. f G - ,soes • - r -�` �/< ;_ __ -77-7.-77,-- -- ` �\ �� \ EXISTING UT1 _1TY MARKER _ I✓ < _�C/_ - ��\� --/ VERIFY LOCATION 111 t � 1 U 8080 _ / X REMOVE AND RELOCATE SICrL I I �$ .5065 t V DURING DELIVERY. FOLLONANG �\ I I �� \� CONSTRUCTION TRAFFIC REPLACE { 1 t :4:4: �/ \� \ / t SIGN TO THE ORIGINAL LOCATION I I 1 I v tl I >D�>,l�'�.1N IIII�lI 1 X'7 If ; I \ 1' Q0NTRACT0R TO MAINTAIN DRAINAGE PATTERN I ��\ 4r Ll Ji ' I :iA7A '��,�L f ' ' ,I1 0 40 i I \ .50.6.2- in', TEMPORARY OBSTACLE } ' I\. i \,.' FREE ZONE Mountain Breeze �, �0GE OF TEMPORARY GRAVEL 00 o�amo og of v n Wind Project �l \1 J` F ' �y ` ' - 1 n PIS nn nn 22 �n N28 co n , 6.rt\ \\ I , eo 3 / M.P. ELEV a 507656 10 Weld Coun CO H.P. STA = 1+63.78 e PVI STA - 1+26.96h PVI ELEV = 5075.72' ^, 540 AK = 571 3XIntersection 1 t =1071.0` �` O Q' a^0 il1 < te II:lVI LI r/ 14 Gtew l 5060:o+ " n + a a 1 + I • PROPOSED GRADE / s\ as* ! o I O libk 6 LJ�_� V I a a W _ _ _ _ - ` ' ISSUED FOR CONSTRUCTION 3'57% ' - ^ / EXISTING GROUND 5070 4 7 hate 09/05/19 0 1 2 3 sheet 7 OF 10 1)04115I6 N- ‘1.•;.1.:; 4531963 Pages : 33 of 44 10 / 14 / 2019 12 : 14 PM R Fee : $0 . 00 Carly Koppes , Clerk and Recorder , Weld County , CO VIII ralkillhilhliNiifiCkiih 14i !,%.'ll I \ li I 4 WEII II 0 2019 Westwood Professional Services, Inc. LEGEND; EXISTING GROUND SPOT ELEVATION WeStinfOOd ' I I • 0a71 PROPOSED GROUND SPOT ELEVATION Plano 616.117-61101701:1 aw..w4.•300 Fis 1.67.6 6343 I EXISTING GRAVEL ROAD EDGE tMh.4 1w7-6 " I EXISTING BITUMINOUS ROAD EDGE WSW ' . - EXISTING ROAD CENTERLINE I EXISTING FENCE j I - -- 970- EXISTING 5' CONTOURS l+ EXISTING 1' CONTOURS I ' / I r �970� + PROPOSED 5' CONTOURS � 1 I I ........„........„....1970. , � PROPOSED 1' CONTOURS , ,, 1 Ik PROPOSED PERIMETER SEDIMENT CONTROL • 0 0�� ' R�,�� I b, EXISTING OVERHEAD POWER LINES : C.6 ; `96• o I I / I I - I I I TEMPORARY INTERSECTION IMPROVEMENT • . I� I i I C TEMPORARY 10' OBSTACLE FREE / atibt �4 I II I ; " AREA FOR TRAILER OVERHANG ••.01/05/1 �{° I I t TURBINE COMPONENT DELIVERY FLOW DIRECTION Fes •• • L t'' � I /OW. INOM I I I 1. SEE CEDAR CREEK 2 PERMIT FOR EXISTING UTILITY I " LOCATIONS 1_ I I I 2. DESIGN PROVIDED BASED ON FIELD TOPOGRAPHY. OWNERIn 5144. I I AND CONTRACTOR TO VERIFY EXISTING CONDITIONS __ 1 h AU. `` I INCLUDING BUT NOT LIMITED TO: TOPOGRAPHY, DS z+54.9 .. 1 I I OBSTRUCTIONS.FENCES, TREE TRIMMING, AND OTHER POTENTIAL a. . 019 r Pi 3. IF FlELD CONDITIONS CONTAIN OBSTRUCTIONS WHICH WOULD Ap-lullt Dowses ift I I �� RESTRICT DESIGN AS SHOWN, CONTACT ENGINEER. • + I I i 4. OWNER AND CONTRACTOR TO VERIFY EXISTING RIGHT OF Itet!•lost " n ‘I WAY LOCATION. • DAIS slscsslmow 5. DESIGN INTENDED TO REMAIN IN EXISTING ROW. IN DIE 0 Os/19/19 DEVELOPMENT CIVIL PLANS EVENT ANY DISTURBANCE OR OBSTRUCTIONS OCCUR I OUTSIDE RIGHT OF WAY, OWNER TO COORDINATE WITH I 09/05/19 DEVELOPMENT CIVIL PLANS LANDOWNERS. II j )--1 6. CONTRACTOR TO MAINTAIN EXISTING DRAINAGE. CULVERTS EDGE OF TEMPORARY GRAVEL '; N I } I +P+ AND DITCHES TO BE MAINTAINED AND EXTENDED AS NEEDED.II I - / 7. CONTRACTOR TO CALL 811 PRIOR TO ALL CONSTRUCTION I ACTIVITIES. — II Pa TEMPORARY OBSTACLE I I m / 4 N+o .� �� cnMMII Prepared for FREE ZONE r yAi I a� oar.' at nit.' NI yam" " 41, 5160 71-ii u1 u1 7)ii, 'Intl) v1In o 5160 AEEWARO WA R O r i n 75.00' VC N PI CONTRACTOR TO MAINTAIN I C €41 L.P. ELEV - 5142.66 III g Z L.P. STA - 0+81.02 + DRAINAGE PATTERNS . 7 I f'4 i PM ELEV =15142 69+18.52 u I 66ld North Csalsaliarw, Salle BOO " N A.D. = 0.18% 5,.5.3 I I 515 K = 412.02 ;t 5150 . : . pj . 4 II I AA PVC = 0+81.02 �S : L, S S PVT - 1+56.02 S S pT�+ + ,I " o o ELEV - 5142.86 a a o" • I II , ELEV = 5142.79 16' r II $ 0.09% 0.27% I � ; a II " Pi 5]40 - - - - - - 5140 Q I n i I " / 0 1 2 3 "(Apt 1Ste' et8 g 0 .` I mg 0w N a �I, a f WEST AUGNMENT ' I� 5160 r"r' 5160 T I i" o. \ 51450 " I ' -5141 3 CENTRAL ALIGNMENT PVI STA - 0+00.00 i +d ,~ ) �: • y CONTRACTOR TO MAINTAIN 5150rA PV1 STA 5140+98.70 5150 ° 30 so' go I , $ DRAINAGE PATTERNS t PVT ELEV = —5145.00T . / $ 4 1.072 Mountain Breeze " I - _ _ _ c `� PROTECT EXISTING UTILITY POLE a+ VERIFY LOCATION _ - CONTRACTOR TO C QRDI�IATE 514. ? 'P "�i /CONTRACTOR REMOVAL IF• REQUIRED �. �� it?ttliPa , x t x �.� x- 5]40 0 1 51 Wind Project S- _ x-'x r x r ` R + l ''I CIKERAILIWEILB / , i ti ,,.3 5147 Minty Rd 132 ..� +. 00 n o� �m _ 8 Weld Cotutty, CO pa ;� - a — 248 — 51422 a a� a4 a7 of aZ ' > — - n in 1n u1 n v1 ;inn Intersection 2 PROTECT UTILITY BOX I 1 5„30 5143 - 50.00' VC _ - a- 15 44 0o H.P. ELEV = 5145.27 VERIFY LOCATION -/ = , - r'7 _ � , su2e 1• * S142a SIa2 - H.P. STA = 0+98.10 �+' i° n •. -�' _ _ 1 • n -x x , PVI STA = 1+23.10 N 9 PVT ELEV — 5145.26 t slay - ��_ 7 x --x x PVI STA = 0+00.02 a x + x x x �� 5142 7 PVI ELEV = 5145.32 A.D. _ -0.85% rl LL � N EAST ALIGNMENT 1 K = 58.77 '^ w 51 SO PRIOTECT EXISTING UTY POLE Remit® • PROPOSED GRADE PVC 0+98.10 S S VER LOCATION " p•29°02 + CONTRACTOR TO MAINTAIN VT =1+4810 a 0. _ DRAINAGE PATTERNS -0.04% ELEV - 5145.04 -0.89% _ ISSUED FOR CONSTRUCTION - - - - - _ _ _ I 14 EXISTING GROUND � 5140 0 1 2 3 on 09/05/19 1b Bffr naw6fl sic 8 of 10 0023516 1NT2 deg 4531963 Pages : 34 of 44 10 / 14 / 2019 12 : 14 PM R Fee : $0 . 00 Carly Koppes , Cl erk and Recorder , Weld County , CO iii rdir dWi ' i�uihriiiii will I : rji ' AiIfy)1 iHit 2019 Westwood Professional Services, Inc; T Taf' E1•i1'L �� LEGEND:3. GROUND SPOT ELEVATION • 647 1 PROPOSED GROUND SPOT ELEVATION neo . •n *37••161 e270e wts..,ai s..SSW IMO EXISTING GRAVEL ROAD EDGE ,r (957)el?I::: r..w..r..w•uu ha,�w, WY)91711 0 w o•el EXISTING BITUMINOUS ROAD EDGE rv..o.00s____1W____ins — EXISTING ROAD CENTERLINE -• t-- EXISTING FENCE 970 EXISTING 5' CONTOURS EXISTING 1' CONTOURS • i...l,,,.,, -9)0� PROPOSED 5' CONTOURS OO `� r1--- PROPOSED 1' CONTOURS 091/4...'"*" QIp, ,, ,•,•c,. PROPOSED PERIMETER SEDIMENT CONTROL ••,. w `S S .v. -- EXISTING OVERHEAD POWER LINES c C�1 • 11 =�'0 1 TEMPORARY INTERSECTION IMPROVEMENT TEMPORARY 10' OBSTACLE FREE4:2dP_.: AREA FOR TRAILER OVERHANG .e .,• o�/R 1$ lallIODID TURBINE COMPONENT DELIVERY FLOW DIRECTION '-,, es, NG� •` `sbNAL E NOTES& 1. SEE CEDAR CREEK 2 PERMIT FOR EXISTING PROTEC:XISTIN:ilUTInHUTY/i UTILITY LOCATIONS Daissist an ERIFYOCATION 2. DESIGN PROVIDED BASED ON FIELD TOPOGRAPHY. OWNER AND CONTRACTOR TO 4 PROTECT EXITING u u VERIFY EXISTING CONDITIONS INCLUDING BUT Dawn NOT LIMITED TO: TOPOGRAPHY. ALL UTILITIES, VERIFY LOCATION FENCES, TREE TRIMMING, AND OTHER AsDWlt Dgwlic r t �> > POTENTIAL OBSTRUCTIONS. Pei no. POI 3. IF FIELD CONDITIONS CONTAIN OBSTRUCTIONS tlwi{a� / .w no. aan "�' I WHICH WOULD RESTRICT DESIGN AS SHOWN, • OMn ONCttrro9r i CONTACT ENGINEER. / D 08/19/19 DEVELOPMENT CIVIL PLANS r x�--= I 4. OWNER AND CONTRACTOR TO VERIFY EXISTING - _r i r ' j' \ RIGHT OF WAY LOCATION. 1 09/05/19 DEVELOPMENT CIVIL PLANS il 5. DESIGN INTENDED TO REMAIN IN EXISTING ROW. - - .- \ i �ti IN THE EVENT ANY DISTURBANCE OR _ _ _ eg I OBSTRUCTIONS OCCUR OUTSIDE RIGHT OF WAY, County Rd 134 _ - - _ - toes ,74' OWNER TO COORDINATE WITH LANDOWNERS. \\ 6. CONTRACTOR TO MAINTAIN EXISTING DRAINAGE. .� CULVERTS AND DITCHES TO BE MAINTAINED f ,9•1” tAND EXTENDED AS NEEDED. 7. CONTRACTOR TO CALL 811 PRIOR TO ALL - 4+6 s - .` + CONSTRUCTION ACTIVITIES. Prepared for y l I / ,e._— I ` `- /.I.• , °�1 �v + os <°,$ mg 4 aD°i.° vn ; IFFWARD 4) ets% coos coal EDGE OF TEMPORARY GRAVEL \erg'ss8s ' I I F s �,o .� / I �/j3� I 51 Qe 5110 6688 North nDalntt•ralT!Expressway, Suite 500 Soso z O 63.48' VC exas 206 a $ I L.P. ELEV a 5089.26 i1` L.P. STA a 1+31.35 N PV1 STA a 0+99.61g 11 • spot' t PV1 ELEV a 5089.39 aD / I ; t —A.D. a 4.18% 1+ ]00 r51Q K a 1517 w 10' TALL AGGREGATE STOCKPILE �' I a s PVC a 0+87.87 n t AREA (APPROX. 1,000 CU. YD.) v + PVT a 1+31.35 i ELEV a 5090.86 H ra � 7/ ELEV a 5089.26 S 5 ) ,,,,... CONTRACTOR TO % I _4 slx — — — _ + PROPOSED GRADE a IL MAINTAIN EXISTING �I 5090 - - _ _ _ _ �`�p / -0.43% �gti DRAINAGE PATTERN ( EXISTING GROUND - - Is TEMPORARY OBSTACLEPil ( I I FREE ZONE ( 1 %.; 'l 5Q84 5080 0 1 2 .3 5094 0 y I !i % . , it I la I I, I ! 4 sI a Mountain Breeze r I �' Wind Project 1 L A Weld County, CO Intersection 3 ISSUED FOR CONSTRUCTION Deer 09/05/19 Sheet 9 OF 10 0023516 JN 13 0.9 4531963 Pages : 35 of 44 10 / 14 / 2019 12 : 14 PM R Fee : $0 . 00 Carly Koppes , Clerk and Recorder ; Weld County ; CO VIII rJparI1 7ii`'l Westwoui Protcss'Ora; `?o( . Le,. :,,,- LEGENl} Westwood • TURBINE LOCATION TTenMane PInl an•-NM nTa 1t•111a�rr• are,r D Male MO -XX TURBINE NUMBER f as 61aasn-san ar.r.r•.wwu Wan ISInlel6a maw PROPOSED TURBINE ACCESS ROAD wwweod Notes tarns Ira ►fon— PROPOSED OVERHEAD TRANSMISSION --- EXISTING ROAD EXISTING SECTION UNE BLADE AND MAINTAIN THROUGHOUT CONSTRUCTION rr""" •" 4' PRE CONSTRUCTION - BLADE AND MAINTAIN POS I s. Q.�00 L Ic4 O .-." BLADE AND MAINTAIN - 2 POST AN .le WT. : I : Fss 0 ••.•ENv� ' WELD COUNTY SURFACING blNA1. . - AGGREGATE "r',r,rrr r,'. rr. 1. - EXISTING AGGREGATE ROAD / SURFACE SUBGR ADE Designed WS - Cha o& DOW Down - Ar0�Tl4 Damara - -- Revisions • DAT% D_Qlr i — 1 0 08/19/19 (*WV) 0. NT CML PLANS 1 09/05/19 DEVEL0✓MENT Mt PLANS P" ' OW ' _ _ I r r ,r1 r �" I r I _ ____— - Prepared lor. II ' My ar OM r el CO ROAD US - 8 8 p r �� 4r 8 1 I I 1 �EEWARD s''sr ` r r 8 ir- ' I Ei a - OK - co �� 6688 North Central Expresswa Suite 500 Elag irEi AM I Clallas, Texas 75206 1 -c, WAD Iii *t I I I 8 Pi s y ` CO ROAD CO ROAD R'4 ♦ I «S CO ROAD >3 1 8 `M ..s.r.wsr isig r emI I V X CO WADI= — ---H 8 ne 8 ooRDADm f r- 4 I JI I Mad a V 6I lkill 1 i CO ROAD UM Os Ir 3 -r- _A —tip-- i �/rp_ecolvir I / o' 40(1040(108000 12000 ROAD = r F , U L — - - - Mountain Breeze - --�� - CO ROAD Di °° "°'"° �_- - - - V - \ 8 , Wind Project I g I co ROAD >� Weld County, CO I Existing Road Overlay I Recommendations I _ c- Co ROAD UA2 ISSUED FOR CONSTRUCTION Dstr 09/05/19 si,•:c 10 OP 10 0023516_0A-INT_Ovwrloy awl) 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 4531963 Pages : 36 of 44 EXHIBIT 10/ 14/2019 12 : 14 PM R Fee : $0 . 00 Carly Koppes , Clerk and Recorder , Weld County , CO ilhilii?LigfW lei I'. MX& Bill " 4 a I 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 4531963 Pages: 37 o€ 44 10/14/2019 12 14 PM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County, CO Iirjl11tN0 L 1.54LII NAD111,1:I k BIM -2- Underground power and ',communication lines will be decommissioned in place Underground cables will bei 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 / 1 If the land is to be reclaimed to its natural state, reclamation will include re-grading, I — seedbed preparation, and revegetation with native seed Should the property owner request removal of certain wind project roads,these roads will be scarified, decompacted,l and recontoured as needed to provide a condition that will o 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 IM== UM 4. Schedule 193M The wind turbines proposed for use'm the project are expected to be operational for a minimum of o 0a S 25 years It is anticipated that as these turbines reach the end of their expected life,technological con advances may allow for a repowermg where the existing turbines would be replaced with more • err. 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 n with more efficient turbines and related equipment v• ."63-11= Should the operation of any portion'of the project be terminated,Developer would provide County m m=s with a written Notice of Termination of Operations describing which portion of the project is being aSEDNU _ mm� -3- I 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 nght 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 IN 6.1 Financial Assurance g 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 • ®mom+ 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 I o�� every five years beginning in year 15 of the applicable portion of the project If the oiLL o decommissioning and reclamation costs exceed the estimated salvage value of the towers,turbines )ft and associated facilities, Developer will post financial assurance for 1 2 times the difference uiaA between the salvage value of, the towers, turbines and associated facilities and the Ze_M decommissioning and reclamation costs Any letter of credit shall be subject to the requirements a1 of Weld County Code Section 2-3-30 B Developer shall utilize only a County approved form E.. when obtaining a letter of credit (IRREVOCABLE STANDBY LETTER OF CREDIT FOR ogoo�Y 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 right 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_vi I 4531963 Pages: 40 of 44 10/14/2019 12.14 PM R Fee $0 00 ' Carly Koppes, Clerk and Recorder, Weld County, CO NM killAi'1aI ,�h�I�WM'hih�P�gUM�r:i w 11111 -5- EXHIBIT F - USR 19-0014 LEEWARD RENEWABLE ENERGY DEVELPOMENT, LLC Legal Description - Met Towers : (Existing) Tower # 1 (8071 ) - W1 /2 of Section 25 , Township 12 North, Range 60 West Tower #2 (8073 ) — ALL of Section 4, Township 11 North, Range 59 West Tower #3 ( 8075 ) - S1 /2 of Section 21 , Township 12 North, Range 59 West of the 6th P. M . , Weld County, Colorado . 4531963 Pages : 41 of 44 10/ 14/2019 12 : 14 PM R Fee : $0 . 00 Carly Koppes , Clerk and Recorder , Weld County , CO III JVIRiJ? PWA1 k Ill EXHIBIT a * pa 4 4531963 Pages : 42 of 44 10 / 14 / 2019 12 : 14 PM and Recoeder$,OWe Weld County . CO Carly Kopps . iii.ii, F,, ,65FItiii,ciiiniciiiiiii, ,III I Ilit� c i0' I Ac.:rW- L.. .'rut ens.ono': `,etv,<es, n._ LEGEND: wwood TURBINE LOCATION TAX /la 011011141111011ns i , r..r.Omit.Y..MO TAX TURBINE NUMBER F. 0111111110411.22r u a ,wr .MNMU WELD COUNTY SURFACING rrw.. all Willa lialliNNOIMIM ..a AGGREGATE PROPOSED TURBINE ACCESS ROAD Vras.ssswerltrrunrr. EXISTING AGGREGATE ROAD ---►... PROPOSED OVERHEAD TRANSMISSION '%earc SURFACE EXISTING ROAD SUBGRADE earsigiairnak EXISTING SECTION UNE BLADE AND MAINTAIN THROUGHOUT CONSTRUCTION e PRE CONSTRUCTION — BLADE AND MAINTAIN POST BLADE AND MAINTAIN — 2' POST LOW TRAFFIC ROAD' 'LIGHT DUTY CONSTRUCTION TRAFFIC. NO TURBINE COMPONENTS. TO BE MAINTAINED PER RIM. oe.ls:ord. RI ---- - - - - - - - - - - --- - - - - - - Chocked le_ Drawn w Avradk Dnwl - - R r X Oa Rat ono OATS aN r - 0 06/19/19 DEVELOPMENT OWL PLANS .716aVll PLANS .716sir - f_:: r � CO ROAD 1.16OM - /79 DEVELOPMENT Wit PLANS UPDATE 8 8 r .r rr ad 8 I , I r r 8 r- II e r r - CO ROAD US I - Prepared for. at I 0 ROAD t36 'I I I AEEWARD 8 is 1 PIMPS IIIIIIIMPAIS Sea CO WAD CO ROAD 120 I at CD ROAD n6 1 I I 6688 North the IsTEXS u n52[l6 ' suite 500 a sal i I WM ti r CO ROAD 1I2 Olnelr - - --. 8 8 re-------- 1 CO ROAD 112 _ — — 6 t r I I a Or I x 0 _ CO WAD Ilto K �" ✓, ‘il r---p-noIs 1 - -- - -� - COROADm co saAD nr I _____.„..ca.- r — - - - — 8 I it I I \ 0. It ( _L F___ - CO ROAD 131 Mountain Breeze I I I Wind Project CO ROAD 124 \_________,/ Weld County, CO — --id Road OverlaY B 1 Recommendations k k L t a..,..., r ISSUED FOR CONSTRUCTION 7.-.7N. , I 1 EXHIBIT Data 09/09/19 b G n. °F 11 0023316_06-IN I_Over Icy.chi D .0 4531963 Pages : 43 of 44 10 / 14 / 2019 12 : 4 PMd Recorder , d County ; CO Carly Koppes , � ill, , IIII III Mildilir Iiiigli"Mil , 4 hawr ! , ii Iw � lii� i r 02019 Westwood Professional SerNcea, Inc. LEGEND: Westwood EXISTING GROUND SPOT ELEVATION • 6471 PROPOSED GROUND SPOT ELEVATION nap 0114111.14110 Mr tw._me D,wt rte.as EXISTING GRAVEL ROAD EDGE fa 01411111411.12 illo ..s.,ts1MU EXISTING BITUMINOUS ROAD EDGE Ulan 110.113741111 essrna+ra a vases nesr.- 4LJ_rs EXISTING ROAD CENTERLINE - EXISTING FENCE 9/0 EXISTING 5' CONTOURS EXISTING 1' CONTOURS -9/0- - PROPOSED 5' CONTOURS ------.---- PROPOSED 1' CONTOURS PROPOSED CENTERLINE PROPOSED PERIMETER SEDIMENT CONTROL aw EXISTING OVERHEAD POWER UNES J TEMPORARY INTERSECTION IMPROVEMENT I I' - - 1 TEMPORARY 1D' OBSTACLE FREE AREA FOR TRAILER OVERHANG I TURBINE COMPONENT DEUVERY FLOW DIRECTION Witt 1. SEE CEDAR CREEK 2 PERMIT FOR EXISTING PROTECT EXISTING UTILITY LOCATIONS _as VERIFY LOCATION 2. DESIGN PROVIDED BASED ON FIELD __ t TOPOGRAPHY. OWNER AND CONTRACTOR TO 9�l PROTECT EXISTING UTILITY VERIFY EXISTING CONDITIONS INCLUDING BUT Draws _ WI VERIFY LOCATION NOT LIMITED TO: TOPOGRAPHY, ALL UTILITIES, FENCES, TREE TRIMMING, AND OTHER 9-S W Drawt s .o. sq' �, POTENTIAL OBSTRUCTIONS. ,�„ Kw '�' °" 3. IF FIELD CONDITIONS CONTAIN OBSTRUCTIONS Rwtioas e' °" I WHICH WOULD RESTRICT DESIGN AS SHOWN, s DAM 1301,1018 P/ ii CONTACT ENGINEER. 4. OWNER AND CONTRACTOR TO VERIFY EXISTING 0 06/19/19 OE VELOPwENi pnl PLANS ' RIGHT OF WAY LOCATION. + GMs/Tr DEVELOPMCNT GhL PLANS — .�9 / - 5. DESIGN INTENDED TO REMAIN IN EXISTING ROW. 2 09/O9/19 DEVEL0PM(NT civil PLANS UPDATE l IN THE EVENT ANY DISTURBANCE OR I OBSTRUCTIONS OCCUR OUTSIDE RIGHT OF WAY, - • 7a' \� OWNER TO COORDINATE WITH LANDOWNERS. — \ \ / 6. CONTRACTOR TO MAINTAIN EXISTING DRAINAGE. County Rd 134 I _ CULVERTS AND DITCHES TO BE MAINTAINED — , MID EXTENDED AS NEEDED. 2.bt1 — 1 1 1 7. CONTRACTOR TO CALL 811 PRIOR TO ALL — N CONSTRUCTION ACTIVITIES. Prepared for y I / rI I a%O — 20' — \ o _ I � t I PROPOSED TEMPORARY ` _ /' Y , vA cbo �� m� yin �EEWARD AGC. STOCKPILE ACCESS I § ti 15 r o1 • I ,. $t 6688 North Central Expressway, Suite 500 So90 2 M Dallas, Texas 75206 $ 63.48 VC 'n g �s L.P. ELEV - 5089.26 V` s L.P. STA - 1+31.35 0 41 ../ } i r r PVI STA - 0+99.81 ,atejN i PV1 ELEV - 5089.39 s$ '�. ( i A.D. - 4.18% 10' TALL AGGREGATE STOCKPILE K - 15.47 AREA (APPROX. 1,000 CU. YD.) a PVTVC a 3 X357 r r ELEV - 5090.86 ELEV - 5089.26 ' 5 X CONTRACTOR TO t 4.els PROPOSED GRADE o MAINTAIN EXISTING / �i : I - - - _ -0.43% 5090 DRAINAGE PATTERN I EXISTING GROUND EDGE OF TEMPORARY I I 8 - GRAVEL i- 90 Y STACLE FREE ZONE 0+00 I6 1 I 5080 50$0 0 1 2 3 MMEMMscrim I A � e� a J 1 1 A, r Mountain Breeze Ait ' 11 Wind Project I Weld County, Co i Intersection 3 ISSUED FOR CONSTRUCTION EXHIBIT o.t.. 09/09/19 I ...t 9 OF 11. ....: r Jet - Id ' 4531963 Pages : 44 of 44 10 / 14 / 2019 12 : 14 PM R Fee : $0 . 00 Carly Koppes , Clerk and Recorder , Weld County , CO VIII PO lidliZilia P IL likli 14 li I I ' lil EilLIelliiiiiii " Ill 0 2O19 Westwood Professional Services, Inc. WeStWOOd Pion 0621037 6111) 12701 011010.M Omit IS MO 7a (10A0s7 6022 1a,wMr►-,010114103 Wm MSS 037 b 1 SO 1lO01-— .Mbosd 0••••o W Tatstu tat. LEGEND: EXISTING GRAVEL ROAD EDGE - EXISTING ROAD CENTERUNE • - EXISTING FENCE PROPOSED CENTERLINE PROPOSED SEDIMENT CONTROL Dale - 97e County Rd 134 Chmkett CM — T — - _ Lot: NO4O°57'41.1Y �L° W1O3°S3'48.88' twinkles • TaLTs =COPTIC** 3 06/19/19 DEVELOPMENT Oa PLANS I 09/05/19 DEVELOPMENT COIL PLANS (IC: 2 09/09/19 DEVELOPMENT DNL PLANS UPDATE R2p• 2O I Prepared for EXISTING FENCE AEI E WARD p 1/- VERIFY LOCATION 74 , 6688 North Central Expressway, Suite 500 Della, Teem 75206 Rte, 4 I I , X + I 1ICI, .. 10' TALL AGGREGATE STOCKPILE AREA (APPROX. 1,000 CU. YD.) t. I Mountain t Breeze I Wind Pro ' ct �e I , Weld County, CO , Stockpile 2 I 1 ISSUED FOR CONSTRUCTION Data 09/09/19 sheet 10 OF 11 002JSt0_S TOCKPILEAvs, "',-;s .dv -..? . Avc.; "y- . v '5" ;:: '' ' w:; *:L a n" ', 'e -r,..,a r`:. r fix#!;) x , ..4` ,g t r '.5s:,sl a.=, r,.„ ag. .r �` #: -3 ; .� , .,4a-g"��2 ,�,tY�" 9 ,�� 4. :� >`�:x �-. .s,, fi� ,.:f� rka'�n7 #' �.a'K��7:'. ' . e # ' n �r zr`.rs f"' .,. !"� ?,f ,��.` ^75� '3Y ' �� -`� ��b+�g�: �k'�:'.:`�'.a. - =:r`F u*-7^,.; o� ^"LY'�"'"h. '`�, � �;"�'3";?£+`.��?�M;, ''- ,a„,`.. :at. ..' �d' �,^' , 'w " ^V. "^ 3:!:,:, '>s a t6-'1...,i, ,, m e v , ".3' , ,R.g'� 7'° .. . Y,y.. S` .•,u +i:. k - , ,.s 7.,,. .':. ;^ I, , Via i yy. ,. 1 - . `4' 5` ;,..„,,,,„,,,' ,fifi' , "a' - .t 5xzr�S -s<% �'. � R� .r`.i ::;t'�s'� . _ s1' ��_f� a ,�-,,,,-,,,,,..:,-;5,,,l-.:Y_'�¢' 'u�tti,.x .rytv..:.N. ..?;yam .: '�. - "�y'°I .rt.Nsay,wr.�,'�„ .z,.,x q",A»n�4 �M„r ' ''",;:''O:`,,•,;,,;:,,:,,, 4a1 � ay v� F,�� ;� a't- � .,,.Y �..,. s. ,,,''' ''''',,'''',4„,,,,P15,-„`;!":11,...,nr� :.m'"+.. , , ms.µ—} .. ..,:,,.-,Fr s.3*£:.�[r„"3"e{,i t, @o,-,."k. ,. ,. z `-:^ .. ;"' _ +.k t., s,:w�'' r. +,r;: tf.`ks� :. New Contract Request , vn Information 4, x Entity Name* Entity ID* ❑New Entity? I, LEEWARD RENEWABLE ENERGY LLC @010039415 i.µ ri Contract Name* Contract ID Parent Contract ID IMPROVEMENTS ENT AND ROAD MAINTENANCE AGREEMENT 3162 , U 1 - 14 Contract Requires Board Approval Contracts Status TJUANICORENA ORE YES t, r CTS REVIEW .. Contract Lead Email Department Project rs u icor- @co weld co us : u Contract Description* IMPROVEMENTS AND ROAD i'Ei3NTE A BCE AGREEMENT IT R1 X814 WITH COLLATERAL Contract Description Kr attract Tom'* Department Requested BOCC Agenda Due Date x AGRFFMENT PUBLIC WORKS Date* 10105/2019 '' 10/09/2019 .mutt k epanmettt Email { 52,000,000 00 CM- Will a work session with BOCC be required?* 'abliv' o ks@weld ov.corn O Renewable* NO Department Head Email Does Contract require Purchasing Dept.to be included? f C -Pu lic4 k - NO Automatic Renewal DeotHead@weidgov.com County Attorney ? Grant GENERAL CON 'T s ATTORNEY EMAIL IGA County Attorney Email CM- ' t" GOV.COM if this is a renewal enter previous Contract ID ,y, s` if this is part of a MSA enter&ISA Contract 1O l 4 Note:the Previous Contract Number and Master Services Agreement Number should be left blank if those contracts are not in OnBase 1, Effective Date Review Date* Renewal Date zt 1012812020 IG Termination Notice Period Committed Delivery Date Expiration Date* 10"2712021 Contact information Contact Info Contact NameContact TypeContact Email Coat t Phone ]i Contact Phone 2 Purchasing r taasi ApproverP`urclh7io Approved Date Approval Process Department Head Finance Approver Legal Counsel JAY MCDONALD 9ALE BARB CO NOLL' BOB CH SATE # Approved Date Finance Approved Date Legal Counsel d Date 0.10312019 10/03/2019 10(03/2019 Final Approval El C t ;ved Tyler FILD4ORIG C Signed Date *CC Aecda e Originator TJ UAN ICURENA Submit x Hello