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Home My WebLink About20250835.tiffi Vicinity Map N re S ' SS SS imp _ INIF INN _. SITE i team! a Ilan Sr U MPPm NIP CR 6 __ i i a moimp IS a r iRit � t i aailaBle _ CR 62.57-1 ave o ire I� i USRs within one mile USR22-0013 Et SOLAR ENERGY FAC IL ITY r es i Mil WW i SUP 135 DAIRY 100► COWS S USR14-002'1 1/4J NON -1041 II PE MAJ FAC-16 INCH PIPE gm a 7 t_l 1 roe USR18-0056 iu SITE >12 INCH HIGH PRESSURE NAT, GAS" " I USR-140 1 PORTABLE_RESTROOhIlaaa+B.-- + 1 CR 66 a la le USR18e0077 NON -1041 MAJOR _ FACILITY- PIPE 2MUSR19-11-1193 MINERAL RESOURCE D EV. FAC . N N 1 U SR 11:0024 NON -1041 MAJOR FAC. >10" PIPE U SR 15-'005 7 CR 62 VEHICLE STORAGE, LANDSCAPE EQ U i _ Was as s tal f — LO IC) USR18-0040_ SUP -142 SOLAR FEED LOT FACILITY 400 CATTLE imp gm Mg Satin elp a is a ins a ai IMI al MP a ME IS la OW USR13-0006 NON -1041 MAJOR FACILITY A VW _ a Or., WW VW r! ..- w, - r>f 'SAW eme -a _ SUP -163 FEED LOT 35, 000 CATTLE USR-1594 WASTE WATER TREATMENT FAC. suP-»o �I FEED LOT 24.000 CATTLE 1� CR 62.6 to Ct Le\ FT.JSR TRACTO PARR 1ms 9nn sea a ■I s WELD COUNTY, CO Soil map Table Farmland Classification (Farmland Classification) Map unit symbol Map unit name mating Acres in AOI Percent of AOI 1 Altwan loam, 0 to 1 percent slopes Not prime farmland 13.0 9.2% 20 Colombo clay loam, 1 to 3 percent slopes Prime farmland if irrigated 0.0 0.0% 21 aacono clay percent slopes loam, 0 to 1 Prime farmland if irrigated 0.8 0.6% 26 Haverson loam, 1 to 3 percent slopes Prime farmland irrigated if 14.5 10.3% 41 Nunn clay loam, 0 to 1 percent slopes Prime farmland if irrigated 89.1 63.2% 51 Otero sandy loam, 1 to 3 percent slopes Prime farmland if irrigated and the product of I (soil erodibility) x C (climate factor) does not exceed 60 20.3 14.4% 52 Otero sandy loam, 3 to 5 percent slopes Farmland importance of statewide 3.4 2.4% Totals for Area of Interest 141.1 100.0% 11107akdieSS ,i lC iMMI rr —earl= e raWIF5ree. r a Is.o. 'it' " a•i_.mmr a• Y • ^ATMIMr r rir- 4 _asiallISelm- _ ,� d maw R'64 iii w am imp s r rs s la r Ile r aiS iel iy all a:. i -nertintawes• eta ahilliLS-da. i kineWha- "4:40P7 a " AP aide 0100111 • elair SSW - �r ier-w tar:. s J N twprrit lay laaballe r r r w NM =I i IS i i i fin 1 _ 1 1 r Footprint of the SEF GIIIIIIIIS 500 foot buffer .44}y --11714, '- - •,. a a. ea•� • s�.1-1 ' :Iet �r 1- 25A- ae� cis, a L lIII 6, I�I •� \�..\r`r sew wi J$ViS � l� y IuI . 1 POY • - ,,,�`,��y�r r� �ilo11la1 � 111111111111111 ymes •s« P.. _Y ass ass.. TEMPOriARr PAIVI4G CURING ONISTROC OI• Footprint of the SEF • Layout Comparison 9 �q TRANSPORMEM Original submittal (blue/yellow) 2nd submittal moved north Yellow highlight shows the panels to be moved to be more than 500 feet distant from the southern property owner. r' 2aN 1 is k\."-S_I ,) EQUI PM ENT PADS 41) INVERMA (TYP. ) •>_..aal. .•_ _. CRATE REFER TO DE11S-6 111.41 Lel re.la ass ,..0....* . r 4... She* %PM •ti -- wee es a • of w s• Weir Zoe. s %Nes Ph al I iss411 •er aa• es la •••-• a i. v ' s • r lont .ami, a• ..s �— + I. • _Ike. 1� bartJr� ]v, • ♦ iimmi,� • ` • le -t' i7 11,-- tr. at •. * .. Q A I Ant/ -0— a�• � rrr.=se•i _..ams.. I aw • Ara-_a-aisaa_ .►__ate !o' O Ira �i r • .-- rte? '�` • . vs.‘ es. x. - .. rav IN I irk isaankil Sissk lar 1783 J� t ISiA j=kt Salt y Stop tf , T She EQUIPMENT PAD a ;ATE REFER TO DETAIL 115-6 NS,FORMER -� 1ER (TYP.) Tn.? I 0 (N) TAN --` s- • (N) EQlllPLIbiT PAO tite IM IIWE.R� ,TYP.I • GATE REFER To ---- DETAIL 1/S4 0 a.:17•11!" far . !y• • t1P 1N! .y •..a • SIM vw atl.ny =nags as pna At al NU 1[ a t r 4Y• za• as -a. \.! r I 11-1DTErio R.': halal .1•_ — .sR s .tip. i• ' -•kN . % -^\> ti m g I as .wa . rr..erras • Original \ `\N\ \ t • • • X‘ ` \ N T\% \ \ •�� \ ® \• \ • \\\�••\ • • \• (E) C3AS LINE 17. 41 a s -S TEMPORARY PARKING DMING CONSTRUCTION • Xr toCr 1'983 2nd submittal __ w�\� aIIDcMr.or AEG. N8. 1783, _ TDAPORARY PA.:DUNG WRING CONSTRUCTION 1 ass saw amens tag" Era•i v i f• • JII l SOIL TYPE LINE _ • a or`i-a- : � WELD COUNTY, CO 44 Layout Comparison 2nd submittal (green/yellow) 3r° submittal (black/pink) Yellow highlight shows the panels to be removed and the pink highlight shows the panels and road to be added. mAik. ORS 5-5 w reN' PAD 1 r • L • 26 4 • 0 a TO e.•• �l Int-ES_0.10D .NS VS 'ri 4W IDS:. %Se ••• Say w i_ • %IP! M ewe - '^` i r411 *- a • 1• odd....dIbudr %fr - altdr"mil ' - • lb e eliraj `.�'� - • • M - td. I'M... a. i ! R! • F tk- Slug. 10 GAS UNE ., 1 tli \kr 111111 I 11 11111 11111 aniall \tit a see er rf�� Tea Z ��ador Sr • • �N 1111 i r,k'N'rl . \ a e i - __e— • ' t4 1 k - ve7:1 i *SiR /r sp40 as err SINS art siMENS 23 t ► 1 Aso lit t IP 44'�• , ' w.: - 'clef j' s•v �•w► a tar at sr e • Age p• .ree let r_! is. rows,... .wl ltr ar v +s is .. , lees. v#ORMER ter', 2 ,. IIP TENT Pap O LAMA (TYP.) MESAS a 0 at - ROTA TO TAIL 1r'S.S • w w s. .as w Ss ,} 0 fib'• r. v Was do .t+. Vi stNSFORPTER S -S I APMENT PAD \- Q VERTER (TYP } —„1/4 •��_ b - rbtr J i ATE t+tTO DETAIL /S-0 •dit.t; w wrs. Of ad ' aka ”ors: .enn:l, ,.4 . • `r* i.n sr leStraeS Mow i I taiY Sr 1Y Ur aka l • .' T • I• -Q. r .,` _~ -N ''%%.�� less__ SSW -IMISSMI Ot "It..err-ha • ray -. • .N�n R1• . 1 � ii .i + Y r _ 41%1 ^-...i• 1.•• are on i..Y \ �' • awe game Is lased i i 1 2nd submittal 01 . CiA.S LINE ' \` • N,_ t 1 �-�--? �. �1 add as% •� 31 3' �r auia a doe 1 `DAP R AR ■ PARKtiG Jp. I 1 Ar 1 • SOI ...r. • �� orb -..b .. q 1 3rd submittal • !IF a4-...i• r IM.SWANS SMOI oat Y •dd.h•..�w Aunt*. efas.WII • TEMPORARY PARKING DURING CONSTRUCTION MO a • aria OM ones at Site Plan Overview •. iVACY SLATS a .f } r.• r �•r ti B (N0 TRANSFORMER r (N) EQUIPMENT PAD 28 (N) INVERTER mrP.a 1 . Via _ .;,-tif, .Z. It' � t ea a A - s mA•i/..IINIr.�w Ilmaa Sala 0 0 GATE REFER TO DETAIL t /S-8 n • .• •�.+ • is+" lv.Y hr Fa to as _1 ale v�7 :e • Ala W . r Ulm** r' OAFS ar! �- *pm -� Os • . w .4--•r0 r ta, M 1 023 i it 1NVPLATTED OWNER: DC P MIDSTREAM LP PANEL NO. 0201300=02 & 080130000037 w>.ss�,i�sv •-sue 1 la Ima 11111111111I1111111111111u 11111111111,11111111111I �iv I' �. CC \I` et\N% ses\ w. • a.AM o......... .- .^. a.as SITE ENTRANCE naves • small See -> t*ate one sr 'Saar .-J r aa oGIP er •w trate W 1 f-- NORTH TUNE OF CARSON PROPERTY t r sS• p•IWO _ a �•�r - - - '' r as sat ar - — - • M jp• r • 50► PIPEUNE EASEMENT & RIGHT-OF-WAY G RA REC. NO, 4482073 e� ►1 newt •N 30' iT-OF-'WAY GRANT REC. MD. 4519738 -. \ 32 i I l <- �/-416.111•04111" 1.•• si a ti i •%, _ l50' PIFIEUNE EASEMENT ••• r ao REC. NO. 4427540 9 N. 1�— ti a L••••• 2o 74 20 SETBACK FROM PROPERTY UNE (BOTH SDI PROPERTY UNE (TYP.) r i 1 S©!L TYPE UNE • • J/\ County Road 64 utlintwvn r r -a at Sri ear •rise �1 ge e IiMm eat to par' • K USE BY SPECIAL REVIEW = USR24 = 0002 SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 141 . 096 ACRES S 0 ` V I D A DESIGN + ENGINEERING DEVELOPMENT STANDARDS 1400 Shattuck Avenue, site 3 APN : 080130000038 1 . A SITE-SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW PERMIT, USR24-0002 FOR A SOLAR ENERGY FACILITY (SEF) OUTSIDE OF SUBDIVISIONS AND HISTORIC TOWNSITES IN THE A (AGRICULTURAL) ZONE Berkeley, California 94709 APN : 080129000034 DISTRICT, SUBJECT TO THE DEVELOPMENT STANDARDS STATED HEREON . (DEPARTMENT OF PLANNING SERVICES)_______________________ \ 2 . APPROVAL OF THIS PLAN MAY CREATE A VESTED PROPERTY RIGHT PURSUANT TO SECTION 23-8- 10 OF THE WELD COUNTY CODE . (DEPARTMENT OF PLANNING SERVICES) 3 . THE USE BY SPECIAL REVIEW PERMIT SHALL BE VALID FOR THREE (3) YEARS FROM THE DATE OF APPROVAL. IF THE SITE IS NOT SELECTED FOR BEING A PARTICIPANT IN ANY COMMUNITY SOLAR PROGRAM THE PERMIT SHALL EXPIRE ON THE ANNIVERSARY DATE OF BOARD OF COUNTY COMMISSIONERS APPROVAL. (DEPARTMENT OF PLANNING SERVICES) 4 . ANY FUTURE STRUCTURES OR USES ON SITE MUST OBTAIN THE APPROPRIATE ZONING AND BUILDING PERMITS . (DEPARTMENT OF PLANNING SERVICES) 5 . THE FACILITY IS UNMANNED AND WILL OPERATE YEAR-ROUND , ACCORDING TO THE APPLICATION MATERIALS . LIMITED MAINTENANCE PERSONNEL MAY VISIT THE SITE ONCE OPERATIONAL. (DEPARTMENT OF PLANNING SERVICES) APN : 080130000047 •- AAPN : 080130400005 6 . HEIGHT LIMITATION . GROUND-MOUNTED SOLAR COLLECTORS SHALL NOT EXCEED TWENTY-FIVE (25) FEET IN HEIGHT, MEASURED FROM THE HIGHEST GRADE BELOW EACH SOLAR PANEL TO THE HIGHEST EXTENT OF APN : 080130000025 THE SOLAR PANEL ROTATION PER SECTION 23-4- 1030 . C . 1 OF THE WELD COUNTY CODE , AS AMENDED . (DEPARTMENT OF PLANNING SERVICES) S _ 11 S ha re 7 . GLARE . A SEF SHALL BE DESIGNED , LOCATED , OR PLACED SO THAT CONCENTRATED SOLAR GLARE FROM ITS SOLAR COLLECTORS WILL NOT BE DIRECTED TOWARD OR ONTO NEARBY PROPERTIES OR ROADWAYS AT ANY TIME OF THE DAY PER SECTION 23-4- 1030 .0 .2 OF THE WELD COUNTY CODE , AS AMENDED . (DEPARTMENT OF PLANNING SERVICES) LA , APN : 080130300068 APN : O8O129OOOO46 8 . SETBACKS . THE IMPROVED AREA OF THE SEF SHALL CONFORM TO THE SETBACK REQUIREMENTS OF THE UNDERLYING ZONE . ADDITIONALLY, THE IMPROVED AREA MUST BE AT LEAST FIVE HUNDRED (500) FEET FROM EXISTING RESIDENTIAL BUILDINGS AND RESIDENTIAL LOTS OF A PLATTED SUBDIVISION OR PLANNED UNIT DEVELOPMENT. THE RESIDENTIAL SETBACK REQUIREMENT MAY BE REDUCED IF APPROPRIATE SCREENING S Q M M U N I 4 Y S C! L A R N N • THROUGH LANDSCAPE OR AN OPAQUE FENCE IS INSTALLED , OR UPON SUBMITTAL TO WELD COUNTY OF A WAIVER OR INFORMED CONSENT SIGNED BY THE RESIDENCE OWNER AGREEING TO THE LESSER SETBACK. USR BOUNDARY IF LANDSCAPING OR OPAQUE FENCING IS SUBSTITUTED FOR SETBACK, A LANDSCAPING PLAN OR FENCING PLAN SHALL FIRST BE SUBMITTED TO AND APPROVED BY THE DEPARTMENT OF PLANNING SERVICES PER SECTION 23-4- 1030 .0 .3 OF THE WELD COUNTY CODE , AS AMENDED . (DEPARTMENT OF PLANNING SERVICES) APN : 080130300066 APN : 080130400003 9 . DUST MITIGATION . THE OPERATORS OF THE SEF SHALL CONTINUOUSLY EMPLOY THE PRACTICES FOR CONTROL OF FUGITIVE DUST DETAILED IN THEIR ACCEPTED DUST MITIGATION PLAN PER SECTION 23-4- 1030 .C .4 TOTAL 69 . 639 ACRES APN : 080129300001 OF THE WELD COUNTY CODE , AS AMENDED . (DEPARTMENT OF PLANNING SERVICES) 1724 G I LPI N STREET , APN : 080130000023 10 . UNDERGROUND CABLES . ALL ELECTRICAL CABLES ON THE IMPROVED AREA SHALL BE BURIED , EXCEPT FOR DIRECT CURRENT STRING WIRES THAT CONNECT BETWEEN SOLAR COLLECTORS , DIRECT CURRENT COLLECTION CIRCUITS BETWEEN ROWS OF SOLAR ARRAYS THAT ARE NO MORE THAN FOUR (4) FEET ABOVE GRADE CROSSINGS , SUBSTATIONS , SWITCHYARDS , AND CIRCUIT VOLTAGES GREATER THAN 34 . 5 DENVER , CO 80218 KILOVOLTS (WHERE NECESSARY) PER SECTION 23-4- 1030 .0 . 5 OF THE WELD COUNTY CODE , AS AMENDED . (DEPARTMENT OF PLANNING SERVICES) APN : 080130300067 11 . FENCING . THE SEF SHALL BE ENCLOSED WITH A SECURITY FENCE AS APPROVED PURSUANT TO THE FENCING PLAN SHOWN HERON . APPROPRIATE SIGNAGE SHALL BE PLACED UPON SUCH FENCING THAT WARNS THE PV SOLAR PROJECT APN : 080129300007 PUBLIC OF THE HIGH VOLTAGE THEREIN PER SECTION 23-4- 1030 .0 .0 OF THE WELD COUNTY CODE . ALL SIGNS SHALL ADHERE TO THE ADOPTED WELD COUNTY SIGN CODE , AS AMENDED . (DEPARTMENT OF PLANNING LOCATION - 29 . 31 ACRES SERVICES) 1277007 . 43 SQ FEET 12 . STORMWATER MANAGEMENT. THE OPERATOR OF THE SEF SHALL COMPLY WITH THE APPROVED FINAL DRAINAGE REPORT AND THE REQUIRED STORM DRAINAGE CRITERIA PURSUANT TO CHAPTER 8 , ARTICLE XI OF THIS CODE . GROUND-MOUNTED SOLAR COLLECTOR SYSTEMS SHALL BE EXEMPT FROM IMPERVIOUS SURFACE CALCULATIONS IF THE SOIL UNDER THE COLLECTORS IS DESIGNATED HYDROLOGIC A OR B SOIL APN : 080130300061 GROUPS BY THE NATURAL RESOURCES CONSERVATION SERVICE (NRCS) PER SECTION 23-4- 1030 .0 .4 OF THE WELD COUNTY CODE , AS AMENDED . (DEPARTMENT OF PLANNING SERVICES) 13 . ACCESS PERMIT. PRIOR TO CONSTRUCTION OF THE SEF, THE APPLICANT SHALL APPLY FOR AND OBTAIN AN APPROVED ACCESS PERMIT FROM THE WELD COUNTY DEPARTMENT OF PLANNING SERVICES , PURSUANT USR BOUNDARY TO THE PROVISIONS OF ARTICLE XIV OF CHAPTER 8 OF THIS CODE PER SECTION 23-4- 1030 .0 . 8 OF THE WELD COUNTY CODE , AS AMENDED . (DEPARTMENT OF PLANNING SERVICES) APN : 080130400002 14 . EXISTING IRRIGATION SYSTEMS . THE NATURE AND LOCATION OR EXPANSION OF THE SEF MUST NOT UNREASONABLY INTERFERE WITH ANY IRRIGATION SYSTEMS ON OR ADJACENT TO THE SOLAR FACILITY PER TOTAL 71 . 457 ACRES SECTION 23-4- 1030 .0 . 0 OF THE WELD COUNTY CODE , AS AMENDED . (DEPARTMENT OF PLANNING SERVICES) APN : 080129300006 15 . THE SITE SHALL ADHERE TO THE ACCEPTED DECOMMISSIONING AND RECLAMATION PLAN . PER SECTION 23-4- 1030 . B .4 . H OF THE WELD COUNTY CODE , AS AMENDED . WELD COUNTY SHALL HAVE THE RIGHT TO DRAW UPON THE IRREVOCABLE STANDBY LETTER OF CREDIT, OR OTHER FORM OF FINANCIAL SECURITY, TO PAY FOR DECOMMISSIONING IN THE EVENT THAT THE HOLDER HAS NOT COMMENCED DECOMMISSIONING/RECLAMATION ACTIVITIES WITHIN NINETY (90) DAYS OF THE BOARD OF COUNTY COMMISSIONERS' ORDER OR RESOLUTION DIRECTING DECOMMISSIONING/RECLAMATION . (DEPARTMENT OF PLANNING SERVICES) 16 . THE SITE SHALL BE MAINTAINED IN ACCORDANCE WITH THE ACCEPTED PROPERTY MAINTENANCE PLAN . (DEPARTMENT OF PLANNING SERVICES) 17 . ALL SIGNS SHALL ADHERE TO CHAPTER 23 , ARTICLE IV, DIVISION 2 OF THE WELD COUNTY CODE . (DEPARTMENT OF PLANNING SERVICES) WON 64 APN : 080132000016 18 . SOURCES OF LIGHT SHALL BE SHIELDED SO THAT LIGHT RAYS WILL NOT SHINE DIRECTLY ONTO ADJACENT PROPERTIES WHERE SUCH WOULD CAUSE A NUISANCE OR INTERFERE WITH THE USE ON THE ADJACENT PROPERTIES IN ACCORDANCE WITH THE PLAN . NEITHER THE DIRECT, NOR REFLECTED , LIGHT FROM ANY LIGHT SOURCE MAY CREATE A TRAFFIC HAZARD TO OPERATORS OF MOTOR VEHICLES ON PUBLIC OR PRIVATE STREETS . NO COLORED LIGHTS MAY BE USED WHICH MAY BE CONFUSED WITH , OR CONSTRUED AS , TRAFFIC CONTROL DEVICES . (DEPARTMENT OF PLANNING SERVICES) APN : 080130300065 APN : O8O13O4OOOO1 19 . THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR CONTROLLING NOXIOUS WEEDS ON THE SITE , PURSUANT TO CHAPTER 15, ARTICLE I AND II , OF THE WELD COUNTY CODE . (DEVELOPMENT REVIEW) O 20 . THE ACCESS TO THE SITE SHALL BE MAINTAINED TO MITIGATE ANY IMPACTS TO THE PUBLIC ROAD , INCLUDING DAMAGES AND/OR OFF-SITE TRACKING . (DEVELOPMENT REVIEW) GOLDFINCH 21 . ANY WORK THAT MAY OCCUPY AND OR ENCROACH UPON ANY COUNTY RIGHTS-OF-WAY OR EASEMENT SHALL ACQUIRE AN APPROVED RIGHT-OF-WAY USE PERMIT PRIOR TO COMMENCEMENT. (DEVELOPMENT REVIEW) APN : 080130300066 APN : 080132000017 22 . THE PROPERTY OWNER SHALL COMPLY WITH ALL REQUIREMENTS PROVIDED IN THE EXECUTED ROAD MAINTENANCE AGREEMENT. (DEVELOPMENT REVIEW) APN : 080131000044 23 . PRIOR TO THE RELEASE OF BUILDING PERMITS , THE APPLICANT SHALL BE REQUIRED TO SUBMIT A COMPLETE ACCESS APPLICATION FOR A COMMERCIAL ACCESS AS SHOWN ON THIS PLAN . (DEVELOPMENT REVIEW) SOLAR LLC 24 . THE HISTORICAL FLOW PATTERNS AND RUNOFF AMOUNTS ON THE SITE WILL BE MAINTAINED . (DEVELOPMENT REVIEW) 25 . DURING CONSTRUCTION , ALL LIQUID AND SOLID WASTES (AS DEFINED IN THE SOLID WASTES DISPOSAL SITES AND FACILITIES ACT, 30-20- 100 .5 , C . R.S . ) SHALL BE STORED AND REMOVED FOR FINAL DISPOSAL IN A APN : 080131000042 MANNER THAT PROTECTS AGAINST SURFACE AND GROUNDWATER CONTAMINATION . (DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT) 26 . DURING CONSTRUCTION , NO PERMANENT DISPOSAL OF WASTES SHALL BE PERMITTED AT THIS SITE . THIS IS NOT MEANT TO INCLUDE THOSE WASTES SPECIFICALLY EXCLUDED FROM THE DEFINITION OF A SOLID WASTE IN THE SOLID WASTES DISPOSAL SITES AND FACILITIES ACT, 30-20- 100 .5 , C . R . S . (DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT) 27 . DURING CONSTRUCTION , WASTE MATERIALS SHALL BE HANDLED , STORED , AND DISPOSED IN A MANNER THAT CONTROLS FUGITIVE DUST, FUGITIVE PARTICULATE EMISSIONS , BLOWING DEBRIS , AND OTHER 6 . 96 MWAC POTENTIAL NUISANCE CONDITIONS . THE FACILITY SHALL OPERATE IN ACCORDANCE WITH CHAPTER 14 , ARTICLE 1 OF THE WELD COUNTY CODE . (DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT) 1 VICINITY MAP 28 . FUGITIVE DUST AND FUGITIVE PARTICULATE EMISSIONS SHALL BE CONTROLLED THROUGHOUT THE DURATION OF CONSTRUCTION OF THE FACILITY. (DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT) 29 . DURING CONSTRUCTION , ADEQUATE TOILET FACILITIES AND HANDWASHING UNITS SHALL BE PROVIDED . PORTABLE TOILETS SHALL BE SERVICED BY A CLEANER LICENSED IN WELD COUNTY, CONTAIN HAND 6 . 89 MWDC S- 1 1 "=500' 0 250' 500' 1000, I V SANITIZERS , BE SCREENED FROM PUBLIC VIEW, AND REMOVED WHEN CONSTRUCTION IS COMPLETED . (DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT) 2 .30 . THE FACILITY SHALL COMPLY WITH THE AIR POLLUTION EMISSION NOTICE (A. P . E . N .) PERMIT REQUIREMENTS AS STIPULATED BY THE AIR POLLUTION CONTROL DIVISION , COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, AS APPLICABLE . (DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT) SOLAR PROJECT Si . THE OPERATION SHALL COMPLY WITH ALL APPLICABLE RULES AND REGULATIONS OF STATE AND FEDERAL AGENCIES AND THE WELD COUNTY CODE . (DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT)32 . BUILDING PERMITS MAY BE REQUIRED , FOR ANY NEW CONSTRUCTION , SET UP OF MANUFACTURED STRUCTURES , OR CHANGE OF USE OF EXISTING BUILDINGS PER SECTION 29-3- 10 OF THE WELD COUNTY CODE . x CONTACT INFORMATION BOARD OF COUNTY COMMISSIONERS CERTIFICATION BUILDINGS AND STRUCTURES SHALL CONFORM TO THE REQUIREMENTS OF THE VARIOUS CODES ADOPTED AT THE TIME OF PERMIT APPLICATION . CURRENTLY THE FOLLOWING HAS BEEN ADOPTED BY WELD COUNTY: 2018 INTERNATIONAL BUILDING CODES , 2018 INTERNATIONAL ENERGY CODE , 2020 NATIONAL ELECTRICAL CODE , AND CHAPTER 29 OF THE WELD COUNTY CODE . A BUILDING PERMIT APPLICATION MUST BE COMPLETED AND TWO (2) COMPLETE SETS OF ENGINEERED PLANS BEARING THE WET STAMP OF A COLORADO REGISTERED ARCHITECT OR ENGINEER MUST BE SUBMITTED FOR REVIEW. A GEOTECHNICAL ENGINEERING REPORT, PERFORMED BY A COLORADO REGISTERED ENGINEER, SHALL BE REQUIRED OR AN OPEN HOLE INSPECTION . A BUILDING PERMIT MUST BE ISSUED PRIOR TO THE START OF CONSTRUCTION . = APPLICANT : NAME ADDRESS THIS 18 00 CERTIFY THAT THE BOARDD OF COUNTY COMMISSIONERS , WELD (DEPARTMENT OF BUILDING INSPECTION) ----------- COUNTY, COLORADO , DOES HEREBY AND CONFIRM AND ADOPT THIS SITE 33 . BUILDING PERMITS ISSUED ON THE PROPOSED LOTS WILL BE REQUIRED TO ADHERE TO THE FEE STRUCTURE OF THE COUNTY FACILITY FEE , COUNTY-WIDE ROAD IMPACT FEE , AND DRAINAGE IMPACT FEE PROGRAMS ------------------------------- PHONE NUMBER LICENSE NUMBER SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW AND DEVELOPMENT (DEPARTMENT OF PLANNING SERVICES) w ----------- -------------------- 34 . ALL BUILDINGS SHALL COMPLY WITH THE SETBACK FROM OIL AND GAS WELLS PER SECTION 23-4-700, AS AMENDED . (DEPARTMENT OF PLANNING SERVICES) N STANDARDS AS SHOWN AND DESCRIBED HEREON THIS DAY 35 . THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE DESIGN AND OPERATION STANDARDS OF CHAPTER 23 OF THE WELD COUNTY CODE . (DEPARTMENT OF PLANNING SERVICES) Of CONSULTANT : NAME ADDRESS OF 20 36 . NECESSARY PERSONNEL FROM THE WELD COUNTY DEPARTMENTS OF PLANNING SERVICES , PUBLIC WORKS , AND PUBLIC HEALTH AND ENVIRONMENT SHALL BE GRANTED ACCESS ONTO THE PROPERTY AT ANY a- REASONABLE TIME IN ORDER TO ENSURE THE ACTIVITIES CARRIED OUT ON THE PROPERTY COMPLY WITH THE CONDITIONS OF APPROVAL AND DEVELOPMENT STANDARDS STATED HEREIN AND ALL APPLICABLE WELD SECTION 30 , TOWNSHIP 6 PHONE NUMBER LICENSE NUMBER COUNTY REGULATIONS . CHAIR , BOARD OF COUNTY COMMISSIONERS 37 . THE USE BY SPECIAL REVIEW AREA SHALL BE LIMITED TO THE PLANS SHOWN HEREON AND GOVERNED BY THE FOREGOING STANDARDS AND ALL APPLICABLE WELD COUNTY REGULATIONS . SUBSTANTIAL CHANGES NORTH RANGE 64 STATEMENT : FROM THE PLANS OR DEVELOPMENT STANDARDS , AS SHOWN OR STATED , SHALL REQUIRE THE APPROVAL OF AN AMENDMENT OF THE PERMIT BY THE WELD COUNTY BOARD OF COUNTY COMMISSIONERS BEFORE SUCH CHANGES FROM THE PLANS OR DEVELOPMENT STANDARDS ARE PERMITTED . ANY OTHER CHANGES SHALL BE FILED IN THE OFFICE OF THE DEPARTMENT OF PLANNING SERVICES . WELD COUNTY CO 80218 SIGNATURE ATTEST : 38 . THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL OF THE FOREGOING DEVELOPMENT STANDARDS . NONCOMPLIANCE WITH ANY OF THE FOREGOING DEVELOPMENT , H COMMUNITY DEVELOPMENT DIRECTOR WELD COUNTY CLERK TO THE BOARD STANDARDS MAY BE REASON FOR REVOCATION OF THE PERMIT BY THE BOARD OF COUNTY COMMISSIONERS . (40 . 452 , 104 . 589) ----------- ------ 39 . CONSTRUCTION OR USE PURSUANT TO APPROVAL OF A USE BY SPECIAL REVIEW PERMIT SHALL BE COMMENCED WITHIN THREE (3) YEARS FROM THE DATE OF APPROVAL, UNLESS OTHERWISE SPECIFIED BY THE BOARD OF COUNTY COMMISSIONERS WHEN ISSUING THE ORIGINAL PERMIT, OR THE PERMIT SHALL BE VACATED . THE DIRECTOR OF PLANNING SERVICES MAY GRANT AN EXTENSION OF TIME , FOR GOOD CAUSE H ENGINEERING DEVELOPMENT REVIEW MANAGER BY: DATED : SHOWN , UPON A WRITTEN REQUEST BY THE LANDOWNER . " (0 DEPUTY CLERK TO THE BOARD 40 . A USE BY SPECIAL REVIEW SHALL TERMINATE WHEN THE USE IS DISCONTINUED FOR A PERIOD OF THREE (3) CONSECUTIVE YEARS , THE USE OF THE LAND CHANGES OR THE TIME PERIOD ESTABLISHED BY THE BOARD PLANNING COMMISSION OF COUNTY COMMISSIONERS THROUGH THE APPROVAL PROCESS EXPIRES . THE LANDOWNER MAY NOTIFY THE DEPARTMENT OF PLANNING SERVICES OF A TERMINATION OF THE USE , OR PLANNING SERVICES STAFF -------------------- DRAWING INDEX MAY OBSERVE THAT THE USE HAS BEEN TERMINATED . WHEN EITHER THE DEPARTMENT OF PLANNING SERVICES IS NOTIFIED BY THE LANDOWNER , OR WHEN THE DEPARTMENT OF PLANNING SERVICES OBSERVES 3 LANDSCAPE ARCHITECT THAT THE USE MAY HAVE BEEN TERMINATED , THE PLANNER SHALL SEND CERTIFIED WRITTEN NOTICE TO THE LANDOWNER ASKING THAT THE LANDOWNER REQUEST TO VACATE THE USE BY SPECIAL REVIEW PERMIT. SHEET NUMBER SHEET TITLE Ti . IN SUCH CASES WHERE THE USE BY SPECIAL REVIEW HAS TERMINATED BUT THE LANDOWNER DOES NOT AGREE TO REQUEST TO VACATE THE USE BY SPECIAL REVIEW PERMIT, A HEARING SHALL BE SCHEDULED WITH THE BOARD OF COUNTY COMMISSIONERS TO PROVIDE THE LANDOWNER AN OPPORTUNITY TO REQUEST THAT THE USE BY SPECIAL REVIEW PERMIT NOT BE VACATED , FOR GOOD CAUSE SHOWN . THE w ENGINEER SHEET- 1 OF 11 COVER SHEET LANDOWNER SHALL BE NOTIFIED AT LEAST TEN (10) DAYS PRIOR TO THE HEARING . IF THE BOARD OF COUNTY COMMISSIONERS DETERMINES THAT THE USE BY SPECIAL REVIEW HAS TERMINATED AND NO GOOD Or SHEET2 OF 11 PARCEL MAP CAUSE HAS BEEN SHOWN FOR CONTINUING THE PERMIT, THEN THE TERMINATION BECOMES FINAL, AND THE USE BY SPECIAL REVIEW PERMIT IS VACATED .DATE : - 42 . RIGHT TO EXTRACT MINERAL RESOURCES STATEMENT: WELD COUNTY HAS SOME OF THE MOST ABUNDANT MINERAL RESOURCES , INCLUDING , BUT NOT LIMITED TO , SAND AND GRAVEL, OIL, NATURAL GAS , AND COAL. I SHEET-3 OF 11 GENERAL SITE PLAN UNDER TITLE 34 OF THE COLORADO REVISED STATUTES , MINERALS ARE VITAL RESOURCES BECAUSE (A) THE STATE' S COMMERCIAL MINERAL DEPOSITS ARE ESSENTIAL TO THE STATE' S ECONOMY; (B) THE POPULOUS = COUNTIES OF THE STATE FACE A CRITICAL SHORTAGE OF SUCH DEPOSITS ; AND (C) SUCH DEPOSITS SHOULD BE EXTRACTED ACCORDING TO A RATIONAL PLAN , CALCULATED TO AVOID WASTE OF SUCH DEPOSITS PLANNING COMMISSION CERTIFICATION SHEET-4 OF 11 SECTIONS & DETAILS AND CAUSE THE LEAST PRACTICABLE DISRUPTION OF THE ECOLOGY AND QUALITY OF LIFE OF THE CITIZENS OF THE POPULOUS COUNTIES OF THE STATE . MINERAL RESOURCE LOCATIONS ARE WIDESPREAD Or Ii SHEET-5 OF 11 FENCING PLAN THROUGHOUT THE COUNTY AND PEOPLE MOVING INTO THESE AREAS MUST RECOGNIZE THE VARIOUS IMPACTS ASSOCIATED WITH THIS DEVELOPMENT. OFTEN TIMES , MINERAL RESOURCE SITES ARE FIXED TO THEIR GEOGRAPHICAL AND GEOPHYSICAL LOCATIONS . MOREOVER, THESE RESOURCES ARE PROTECTED PROPERTY RIGHTS AND MINERAL OWNERS SHOULD BE AFFORDED THE OPPORTUNITY TO EXTRACT THE MINERAL 0 PRELIMINARY 11 /06/24 H THIS IS TO CERTIFY THAT THE WELD COUNTY PLANNING COMMISSION HAS CERTIFIED AND DOES SHEET-6 OF 11 LANDSCAPE PLAN RESOURCE . REV. NO DESCRIPTION DATE 43 . WELD COUNTY'S RIGHT TO FARM STATEMENT: WELD COUNTY IS ONE OF THE MOST PRODUCTIVE AGRICULTURAL COUNTIES IN THE UNITED STATES , TYPICALLY RANKING IN THE TOP TEN COUNTIES IN THE COUNTRY IN HEREBY RECOMMEND TO THE BOARD OF COUNTY COMMISSIONERS , WELD COUNTY COLORADO , SHEET-7 OF 11 SIGNS TOTAL MARKET VALUE OF AGRICULTURAL PRODUCTS SOLD . THE RURAL AREAS OF WELD COUNTY MAY BE OPEN AND SPACIOUS , BUT THEY ARE INTENSIVELY USED FOR AGRICULTURE . PERSONS MOVING INTO A H FOR ITS CONFIRMATION , APPROVAL AND ADOPTION THIS SITE SPECIFIC DEVELOPMENT PLAN AND RURAL AREA MUST RECOGNIZE AND ACCEPT THERE ARE DRAWBACKS , INCLUDING CONFLICTS WITH LONG-STANDING AGRICULTURAL PRACTICES AND A LOWER LEVEL OF SERVICES THAN IN TOWN . ALONG WITH THE o USE BY SPECIAL REVIEW AS SHOWN AND DESCRIBED HEREON SHEET-8 OF 11 CIVIL NOTES DRAWBACKS COME THE INCENTIVES WHICH ATTRACT URBAN DWELLERS TO RELOCATE TO RURAL AREAS : OPEN VIEWS , SPACIOUSNESS , WILDLIFE , LACK OF CITY NOISE AND CONGESTION , AND THE RURAL �n THIS DAY OF 20 SHEET TITLE: SHEET-9 OF 11 OVERALL CIVIL SITE PLAN ATMOSPHERE AND WAY OF LIFE . WITHOUT NEIGHBORING FARMS , THOSE FEATURES WHICH ATTRACT URBAN DWELLERS TO RURAL WELD COUNTY WOULD QUICKLY BE GONE FOREVER . AGRICULTURAL USERS OF THE Ii LAND SHOULD NOT BE EXPECTED TO CHANGE THEIR LONG-ESTABLISHED AGRICULTURAL PRACTICES TO ACCOMMODATE THE INTRUSIONS OF URBAN USERS INTO A RURAL AREA. WELL-RUN AGRICULTURAL SHEET- 10 OF 11 DETAILED CIVIL SITE PLAN ACTIVITIES WILL GENERATE OFF-SITE IMPACTS , INCLUDING NOISE FROM TRACTORS AND EQUIPMENT; SLOW-MOVING FARM VEHICLES ON RURAL ROADS ; DUST FROM ANIMAL PENS , FIELD WORK, HARVEST AND GRAVEL SHEET- 11 OF 11 EROSION AND SEDIMENT CONTROL NOTES ROADS ; ODOR FROM ANIMAL CONFINEMENT, SILAGE AND MANURE ; SMOKE FROM DITCH BURNING ; FLIES AND MOSQUITOES ; HUNTING AND TRAPPING ACTIVITIES ; SHOOTING SPORTS , LEGAL HAZING OF NUISANCE CHAIR , WELD COUNTY PLANNING COMMISSION WILDLIFE ; AND THE USE OF PESTICIDES AND FERTILIZERS IN THE FIELDS , INCLUDING THE USE OF AERIAL SPRAYING . IT IS COMMON PRACTICE FOR AGRICULTURAL PRODUCERS TO UTILIZE AN ACCUMULATION OF COVER SHEET AGRICULTURAL MACHINERY AND SUPPLIES TO ASSIST IN THEIR AGRICULTURAL OPERATIONS . A CONCENTRATION OF MISCELLANEOUS AGRICULTURAL MATERIALS OFTEN PRODUCES A VISUAL DISPARITY BETWEEN RURAL AND URBAN AREAS OF THE COUNTY. SECTION 35-3 . 5- 102 , C . R . S . , PROVIDES THAT AN AGRICULTURAL OPERATION SHALL NOT BE FOUND TO BE A PUBLIC OR PRIVATE NUISANCE IF THE AGRICULTURAL OPERATION ALLEGED TO BE A NUISANCE EMPLOYS METHODS OR PRACTICES THAT ARE COMMONLY OR REASONABLY ASSOCIATED WITH AGRICULTURAL PRODUCTION . WATER HAS BEEN , AND CONTINUES TO BE , THE PROPERTY OWNERS CERTIFICATION LIFELINE FOR THE AGRICULTURAL COMMUNITY. IT IS UNREALISTIC TO ASSUME THAT DITCHES AND RESERVOIRS MAY SIMPLY BE MOVED "OUT OF THE WAY" OF RESIDENTIAL DEVELOPMENT. WHEN MOVING TO THE COUNTY, PROPERTY OWNERS AND RESIDENTS MUST REALIZE THEY CANNOT TAKE WATER FROM IRRIGATION DITCHES , LAKES , OR OTHER STRUCTURES , UNLESS THEY HAVE AN ADJUDICATED RIGHT TO THE WATER. Or WELD COUNTY COVERS A LAND AREA OF APPROXIMATELY FOUR THOUSAND (4 ,000) SQUARE MILES IN SIZE (TWICE THE SIZE OF THE STATE OF DELAWARE) WITH MORE THAN THREE THOUSAND SEVEN HUNDRED THE UNDERSIGNED PROPERTY OWNER (S) DO (ES) HEREBY AGREE TO THE SITE SPECIFIC (3 ,700) MILES OF STATE AND COUNTY ROADS OUTSIDE OF MUNICIPALITIES . THE SHEER MAGNITUDE OF THE AREA TO BE SERVED STRETCHES AVAILABLE RESOURCES . LAW ENFORCEMENT IS BASED ON RESPONSES PROD . MGR . : SS PROD . ENGR . : SS DATE : 04/ 25/ 2023 DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW DEVELOPMENT STANDARDS AS DESCRIBED TO COMPLAINTS MORE THAN ON PATROLS OF THE COUNTY, AND THE DISTANCES WHICH MUST BE TRAVELED MAY DELAY ALL EMERGENCY RESPONSES , INCLUDING LAW ENFORCEMENT, AMBULANCE , AND FIRE . FIRE HEREON THIS DAY OF 20 PROTECTION IS USUALLY PROVIDED BY VOLUNTEERS WHO MUST LEAVE THEIR JOBS AND FAMILIES TO RESPOND TO EMERGENCIES . COUNTY GRAVEL ROADS , NO MATTER HOW OFTEN THEY ARE BLADED , WILL NOT N DRAWN BY : SJ CHECKED BY : GB SCALE : AS SHOWN H PROVIDE THE SAME KIND OF SURFACE EXPECTED FROM A PAVED ROAD . SNOW REMOVAL PRIORITIES MEAN THAT ROADS FROM SUBDIVISIONS TO ARTERIALS MAY NOT BE CLEARED FOR SEVERAL DAYS AFTER A Or MAJOR SNOWSTORM . SERVICES IN RURAL AREAS , IN MANY CASES , WILL NOT BE EQUIVALENT TO MUNICIPAL SERVICES . RURAL DWELLERS MUST, BY NECESSITY, BE MORE SELF-SUFFICIENT THAN URBAN DWELLERS . DRAWING NO . PEOPLE ARE EXPOSED TO DIFFERENT HAZARDS IN THE COUNTY THAN IN AN URBAN OR SUBURBAN SETTING . FARM EQUIPMENT AND OIL FIELD EQUIPMENT, PONDS AND IRRIGATION DITCHES , ELECTRICAL POWER FOR JANICE MARIE CARSON DONALD EDWARD CARSON PUMPS AND CENTER PIVOT OPERATIONS , HIGH SPEED TRAFFIC , SANDBURS , PUNCTURE VINES , TERRITORIAL FARM DOGS AND LIVESTOCK, AND OPEN BURNING PRESENT REAL THREATS . CONTROLLING CHILDREN 'S SHEET IOFII ACTIVITIES IS IMPORTANT, NOT ONLY FOR THEIR SAFETY, BUT ALSO FOR THE PROTECTION OF THE FARMER'S LIVELIHOOD . Or GENERAL NOTES : Or • PRIOR TO THE RELEASE OF BUILDING PERMITS , THE APPLICANT SHALL BE REQUIRED TO SUBMIT A COMPLETE ACCESS APPLICATION FOR A COMMERCIAL ACCESS AS SHOWN ON THIS PLAN . ( S � USE BY SPECIAL REVIEW = USR24 = 0002 SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 141 . 096 ACRES S 0 ` V I D A DESIGN + ENGINEERING 1400 Shattuck Avenue, Suite 3 APN : 080130000038 Berkeley, California 94 70 c APN : 080129000034 APN : 080130000047 •- APN : 080130400005 ______ APN : 080130000025 .eW:i :: S • APN : 080130300068 APN : 080129000046 • SunShare 0 • • C O M M U N I 2 Y S O L A R D N USR BOUNDARY APN : 080130300066 APN : 080130400003 TOTAL 69 . 639 ACRES APN : 080129300001 1724 GILPIN STREET , APN : 080130000023 - hulL \.\ DENVER , CO 80218 APN : 080130300067 ® PV SOLAR PROJECT APN : 080129300007 LOCATION - 29 . 31 ACRES ( 1277007 . 43 SO FEET) APN : 080130300061 USR BOUNDARY APN : 080130400002 TOTAL 71 . 457 ACRES APN : 080129300006 WON 64 APN : 080132000016 APN : 080130300065 r APN : 080130400001 kO U APN : 080130300066 GOLDFINCH APN : 080131000044 APN : 080132000017 SOLAR LLC APN : 080131000042 6 . 96 MWAC 1 VICINITY MAP S 2 1 =888' 0 250' 500' 1000' JNIIII 6 . 89 MWDC Mr SOLAR PROJECT X N Mr III N III Mr Mr SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 Mr WELD COUNTY , CO 80218 Mr Mr (40 . 452 ° , - 104 . 589 °) Mr N Mr DC W I LL Mr Mr U I� n 0 PRELIMINARY 11 /06/24 0 "i L . NO DESCRIPTION DATE Mr. M III Mr SHEET TITLE: PARCEL MAP A Mr PROD . MGR . : SS PROD . ENGR . : SS DATE : 04/ 25/ 2023 Mr DRAWN BY : SJ CHECKED BY : GB SCALE : AS SHOWN N DRAWING NO . Mr O HEET2OF11 S Mr S - 2 USE BY SPECIAL REVIEW = USR24 = 0002 SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 141 . 096 ACRES S 0 ` V I D A DESIGN + ENGINEERING PV SYSTEM DESCRIPTION SITE DATA 1400 Shattuck Avenue, Suite 3 UNPLATTED TOTAL MWDC 6 . 89 DESCRIPTION Berkeley, California 94709 OWNER : DCP MIDSTREAM LP � TOTAL MWAC 6 . 96 ZONING AGRICULTURAL PARCEL NO . 080130000038 & 080130000037 I DC-AC RATIO 0 . 99 PRIMARY LAND USE AGRICULTURAL ( N ) FENCED PRIVACY SLATS MODULE MANUFACTURER CANADIAN SOLAR ACCESSORY LAND USE OIL AND GAS PRODUCTION 1023 NORTH LINE OF CARSON PROPERTY MODULE MODEL CS7N -695TB -AG SITE AREA I REQUIRED PROVIDED _ _ _ _• _ __ _ - - MODULE WATT 695 BUILDING COVERAGE N /A N /A • • i J i / _ - - - J - - - I - - - - / - - - = . c -/ _ v = cJ= 'c/ 7\ ` \ \\ \ ' ` 78" CMP ._ CENTER DUARTE C RNER ____- _ - - _ r _ z = z �,s_==' _=z g=^r-�� - - '�' 8„ STEEL'S -: - - - \ \ - - - - - - _ - - _ _ - - - NV. O - MODULE COUNT 9 , 928 • SECTION 30. T6N R 4W zViNV46808' z POINT OF COMMENCEMENT / IS _ nShare CALCULATED POS IID -. N B"57.26 • E 2640. 19' :z- -_ � 48 CMP , 2" CMP . DRIVE PARKING AND •_ _ _ _ _ _ -- - _ - _ _ EAST WARTER CORNER - " / N 885726" E 2428.50' DID NOT FIND OR SE _ _ _ _ _ = _ _ _ _ _ - _ - - _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ = a 48" CMP TOP: 4679.2' _ INV.4686.1' ",- _ _ _ - 'TOP: 4679.3' - -�- \ 16 060000 30. 1610 R64W / / _ _ _ _ _ _ _ _ _ _ �_ _ _ NC//icy? , -� "` 325"DALUM. CAP 07"0855 _ _ _ MAXIMUM DC VOLTAGE 1 , 500 WALKS N /A N /A G - N,,n.z U[/' IN/ra';ml !/' _ SITE BENCHMARK _ 18" CMP C 0 M M U N I ' Y LA LA R p — _ /:e. •/ _ ovm _0a0R'v.t' un'o/ rN___s — — — — CP98 — SET #4 REBAR " N _ ___ - - -� - ` G NV.4686.4 MODULES PER STRING 17 OPEN SPACE 10 % • N 1410941 .29 - .� G E 3255138.20 G N A G74 24 3s,. �N G - - - - 7 G G ELEV: 4682.5' w >236i` - - s\EI =TOF:4678.9' n INVERTER CHINT POWER NORTH UNE OF CARSON PROPERTY MANUFACTURER SYSTEMS 1724 GILPIN LPI N PROVIDED 84 if : 181 RCP • SURVE 48 CMP . .069.1' 1 > — (SVRVf I• 20" CMP 20" CMP \ INV.4664.9' � � 55 ` 206: 46106' i PARKING REQUIRED 18" RCP t RCP CONCRETE DITCH ' I r/E� INV.4664.0' INV.4604.0' \ n 'N \ 49 E-G 1 FOUND (,4 REBAR JNV.4862.9' - _I 46601 'l __ ( I \ - ° /NE EASEMENT Gl RIO V) WAY - - �- - - - - - - - / 16 58 24" CMP N�,L , I ( - ' , \ - - I 15 � 5 _. /NV.4666.3•/O 4482073 / - - - - STREET , INVERTER MODEL CPS SCA60KTL STANDARD SPACES 6 /A 6 /A _ _ _ _ - - 1= _ _ _ _ - - \ INV.4666.0' � \ , \ - - - - INVERTER COUNT 116 COMPACT SPACES N /A N /A DENVER , CO 80218 - $ 188+ , MI�siREg1066 . 472 — — — — — V V I 1 so' a- _ \/00_ � , i 50 ' PIPELINE EASEMENT & RIGHT-OF-WAY GRANT SINGLE AXIS ADA SPACES N /A N /A e a ' ' ' ' 25 ( E) GAS LINE I MODULE MOUNTING - ' REC . NO . 4482073 TRACKER LOADING SPACES N /A N /A � B '6 / � V\ 1 MOUNTING I 1 \ 07V �� / CONFIGURATION 1 HIGH BICYCLE N /A N /A J ' �� NGL \ PROJECT AREA 29 . 31 ACRES T ( N) TRANSFORMER I ' V 106660006 30' L0 / 00000-WA _________________ SETBACKS REQUIRED PROVIDED Ut p I �� \ \ , � REL NO 9738 / DISTURBED AREA 0 . 68 ACRES , O I \ N 7 \� VJ FRONT 25 > 25 o \V LEGEND SIDE 25 ' > 25 'w 4, 6 RS7 7-\ 50' P/PEG NE EASEMENa WI r i 4 \\ \ \� \ REF 60-06Oh+.4N l - C7 i I • , C r / 51 \ I � 85 MODULE TRACKER ROW (58) 1 1 w o 2 °° tx,. , % / `� 30 ' 'RIG-HT- F-WAY GRANT REAR 25 > 25 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIc 51 MODULE TRACKER ROW (98) S- 5 R MNO 3J7L1939 - f �\ \j REC . N0 4519738 II CORNER 25 ' > 25 ' \ SUBJECT AREA Nvaes3i \ ® / \ O \ O PROPERTY LINE PARKING 25 ' > 25 ' T = o ( N) EQUIPMENT PAD I \ ) \ \ \ \ U r \ \ \ \ \ \ - - - - - - - - - - EASEMENT BUILDING DESIGN Q O 26 I ; (I1 , , \ 50 ' PIPELINE EASEMENTN __ ELEMENTS REQUIRED PROVIDED z ❑C z , , \ \ \ \ REC . NO . 4427540 FLOOR AREA RATIO •,q� \ -THI00000UOITY90000 EQUIPMENTRACKSATJ 50' PIP E EASEMENT R/C 0 0C/ Y \ \ \ GOLDFINCH \ II IR CN¢ 472976 \WW ( N ) INVERTER (TYP . ) o I 39s \ , \ \ I �, p — \ \ \ \ \ 20' ACCESSROAD ( COMMERCIALPROJECTS N /A N /AIo i. II / \ \ \ \ \ o 0TEMPORARY PARKING ONLY) Q o \ ` I \ \ o N /A N/A SOLAR LLC O N , /( ' I , ' 52 \ \ \ V '°' \ \ - w DENSITY ( RESIDENTIAL I , ' I p - \ \ � \ \ \ - 5 C'3 PROJECTS ONLY ) _________ _________ FIELD / DITCH ROAD \ I//' 1 ( \ \ \ \ Q O Or I09 ,/ I ,1 ,I g 8 20 \ \ \ \ \ � N MAXIMUM BUILDING N /A N /A - - \\ \ ( ( I11I ( , \ o Y HEIGHT A L 1 \ N TRANSPARENCY N /A N /A 0 �, 1783 m 0 6 . 96 MWAC Omnei:Fi yr Ri n°n. R. nrh Gv//Ir Fcta/n7/!.(' — I 21^ D \ 1 J \ u o Rurr/tin. /2S71(NNXL�I _ / \ I I \ 122' M \ 1 1 ; _ \ o WOW o HOURS OF OPERATION N /A N /A I / , ' ' °EN ER 0/CC - - 20' SETBACK FROM W 6 . 89 M W D C C \ \ 1/ 1 2 ` \ PROPERTY LINE ( BOTH SIDE) z Q 0 z N /A N /A I , �� , I I W NUMBER OF EMPLOYEES ____________ ____________ ' ' v o cn OTHER USE SPECIFIC SOLAR PROJECT AF p PROPERTY LINE (TYP . ) v� N /A N /A / I O I I / , ,/ i I I II \ p O co —C INFORMATION h / /� G V O EAS A / , / , / \ „h I / ' 30' RGY T-OF WAY PETr 00600000000/ 1 V/0 - �� Il (0661 PLAT j / / ^ I , ' BOARD OF COUNTY 6iN/M/005/ONERS BODK S P`G1�" ,790 r1 1S w N II ^� g I . ' II / N / l 400 U N I / I M 0 z III I 1 �` / , 41 . N 1 II / / / 2 / 2 1 \ I U F 0 I / / / , 60600000000. R.B4rI. l..L I I SOIL TYPE LINE III SECTION 30 , TOWNSHIP 6 11 „ RE ,Y01 I f 0 1 / / , O�mrn C'mun..7.-miry I1,0' W Q 1 , /// / / /'ui<'r/:Vn //PI/[1(F(/MHXI_' _ GATE REFER TO i;l / LTL DETAIL 1 /S-6 L3 a 1 17 17 m NORTH , RANGE 64 FOUND #4 REBAR WITH : TEMPORARY PARKING Q] I 1" ORANGE PLASTIC CAP LS38307 \ I \ \ I WELD COUNTY , Co 80218 DURING CONSTRUCTION HFIELD / DITCH ROAD ' I / / N' I (40 . 452 ° - 104 . 589 °) FOUND #4 REBAR WITH I — / 11 YELLOW PLASTIC CAP >4866 \ N \ I \ / 0' 1" YELLOW PLASTC CAP AL54892 k . ' I / 20' ' / / / FOUND #4 REBAR ON' N / I / 1" YELLOW PLASTIC CAP 764696 6j , I / a- a- a- / 7 I '7 '7 O I Lui.d \ \ \\ i , I /N N0/ ::N �1 I \ /C J,J' /J//C/C'C,cmN,ycj/cc 4/cc, III IFOUND #4 REBAR MATH \ , 0 1" YELLOW PLASTIC CA ' / O FOUND #4 REBAR WITH / \ \ , FOUND #4 REBAR WITH i' ORANGE PLASTIC CAP L538307 SOUTHEAST CORNER 1" YELLOW PLASTIC CAP L54892 / I 40" R/OHT-OF-W00 PER FOUND#6 06046 060 2.51 ROAD 0676£00 REPORT 700/535 ALUMINUM CAP LS 20671 (, 66060 QUARTER CORNER FOUND #4 REBAR WITH - - 00400 0/ 0000/N 0600>60600000060700060 73 __ __ 666000 30, T6N, R64W 1" YELLOW PLASTIC CAP LS4892 __ __ __FOUND 2.5" ALUMINUM PIPE WITH __ - - - NO BENT #4 REBAR-- -' 3.25" ALUMINUM CAP LS 10855 0 - - - - S 88°38 49 W 26 .08 COUNTY ROAD 64 0 PRELIMINARY 11 /06/24 CD CONTOUR REV. NO DESCRIPTION DATE 0' ONE NE (TYP . ) III : : SITE ENTRANCE SHEET TITLE : Iii II 1 GENERAL SITE PLAN GENERAL SITE E3 I_I 0 1 - 666' 0 100' 200' 400' PLAN m NUMBER SOIL TYPES ID SIGNAGE PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 04/ 25/ 2023 N 1 ALTVAN LOAM , 0 TO 1 PERCENT SLOPES A PROJECT OPERATOR DRAWN BY : SJ CHECKED BY : GB SCALE : AS SHOWN 26 HAVERSON LOAM , 1 TO 3 PERCENT SLOPES © HIGH VOLTAGE WARNING SIGNAGE DRAWING NO . 41 NUNN CLAY LOAM , 0 TO 1 PERCENT SLOPES © PROJECT LOCATION 51 OTEEO SANDY LOAM , 1 TO 3 PERCENT SLOPES S H E E T - 3 0 F 1 1 Q 52 OTEEO SANDY LOAM , 3 TO 5 PERCENT SLOPES V IMPORT DATA FROM S 3 U . S . D .A . NATURAL RESOURCES CONSERVATION SERVICE WELD COUNTY, COLORADO USE BY SPECIAL REVIEW = USR24 = 0002 SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 141 . 096 ACRES S 0 ` V I D A DESIGN + ENGINEERING 1400 Shattuck Avenue, Suite 3 Berkeley, California 94 70 9 AGGREGATE BASE ROAD TO BE COMPACTED TO 85% ABS SHALL BE CAPABLE OF SUPPORTING 75 , 000 LBS . 20 • -011 • • SunShare iS0OMHNIHH SOLAR 4� 4 /4 4 4 4 -� 4 / 4 i 4 J 4 6" 4 /4 4 4 J 4 4 4 / 4 4 4 4 4 / 4 4 / 4 4 J4 4 4 1724 GILPIN STREET , GRADE LEVEL DENVER , CO 80218 1 ACCESS ROAD (TYP . ) S-4 NTS DIMENSIONS FEET METER A 7 . 90 2 . 40 MODULE WIDTH Y 17 . 20 5 . 24 AISLE WIDTH Z 25 . 00 7 . 62 PITCH GOLDFI NCH_________ _________ SOLAR LLC 11 411 °X° °Y° p 6 . 96 MWAC 6 . 89 MWDC / /ro SOLAR PROJECT = I I o I I II V I_ I 1% % 0 W N 58° 8 ' - o " E TI N T WN H I P S C O 30 , O S 6 NV \H TV ( MAX . ) NORTH , RANGE 64 WELD COUNTY , CO 80218 (40 . 452 ° , - 104 . 589 °) III N_ O1 W O- 8 GROUND LEVEL U 0 0 PRELIMINARY 11 /06/24 CDl 2 PV SOLAR TRACKER ELEVATIONS REV. NO DESCRIPTION DATE cn S-4 NTS w SHEET TITLE : III II SECTION & DETAILS A PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 04/ 25 / 2023 N DRAWN BY : SJ CHECKED BY : GB SCALE : AS SHOWN O DRAWING NO . w O HEET4 F11 S S - 4 USE BY SPECIAL REVIEW = USR24 = 0002 SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 141 . 096 ACRES ,S 0 ` V I D A DESIGN + ENGINEERING 1400 Shattuck Avenue, Suite 3 Berkeley, California 94 70 9 24 . 0 ' (TYP . ) FENCE INSTALLATION NOTES : WOOD GATE POST TUBE STEEL FRAME 1 . FENCE TO BE INSTALLED IN GENERAL ACCORDANCE WITH ASTM F567 . LOCAL FENCE CONTRACTOR TO ALTER ASTM TBD DIA. MIN (TYP . ) F567 REQUIREMENTS TO MEET SITE SPECIFIC CONDITIONS . LO . ___ ___ __ ___ __ __ ___ _BLE LA CH 2 . FENCE FABRIC SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A392 , CLASS 2 . • • 3 . STRENGTH AND PROTECTIVE COATINGS OF ALL FENCE FRAMEWORK SHALL CONFORM TO ASTM F1083 . • • u a re 4 . EXTENDED , END , OR PULL POST FOOTING MINIMUM CONCRETE COMPRESSIVE STRENGTH SHALL BE 2 , 500 PSI MIN . • • C © M M U N i T Y S O L A R 0O 5 . EXTENDED , END , OR PULL POST MINIMUM FOOTING DIAMETER SHALL BE FOUR TIMES THE LARGEST CROSS SECTION 0o ___ __ __.__. ___ __ __._ OF THE POST FOR POST DIAMETER UP TO 4" . 1724 GILPIN STREET , A AL ANI ' ED 6 . EXTENDED , END , OR PULL POST FOOTING DEPTH SHALL BE A MINIMUM OF TBD PLUS AN ADDITIONAL TBD DEPTH FOR DENVER CO 80218 - _ _ _ ._. .. . .. . - . . . . * ___ __ __ __ _ __ __ __ __ __ __ __ __ __ __ __ __ __ __ _F . - _ ._. _ _ _ _ E EACH 1 ' POST HEIGHT INCREASE ABOVE 4' POST HEIGHT ABOVE GROUND . 7 . SWING GATE POST FOOTING DEPTHS AND DIAMETERS SHALL BE DETERMINED BASED ON ASTM F567 , TABLE 2 AND ALTERED AS NEEDED BY FENCE CONTRACTOR . - -PT �-ux-rtri--rrr-rtn-rtr-rniiirrt-rt+, rrr- 8 . IN AREAS WHERE EXISTING FENCES CONFLICT WITH SITE SECURITY FENCE , CONTRACTOR SHALL REMOVE AND Z Z DISPOSE OF EXISTING FENCE . o 9 . DISPOSAL OFF SITE - NO MATERIALS ARE TO REMAIN ON SITE . m Q 10 . ALL STEEL OR MALLEABLE IRON PARTS AND ACCESSORIES SHALL BE HOT- DIP GALVANIZED IN ACCORDANCE WITH w p ASTM A123 AFTER FABRICATION . m C4 11 . WARNING SIGNS TO BE INSTALLED AT 100' INTERVALS , CONTENTS DECIDED BY OWNER . GOLDFINCH NOTE : SOLAR LLC 1 . FENCING SUPPLIER SHALL PROVIDE FINAL AND SEALED FENCING DRAWINGS WITH MATERIAL AND SPECIFICATION REQUIREMENTS . 2 . A KNOX PAD LOCK WILL BE PLACED ON CHAINED GATE OR KNOX BOX WITH GATE ACCESS KEYS WILL BE MOUNTED AT THE MAIN ENTRANCE FOR FIRE DEPARTMENT ACCESS . 6 . 96 MWAC ri �)EDACCESS GATE DETAILS 6 . 89 MWDC NTS WOOD LINE POST SOLAR PROJECT WOOD CORNER , WOOD BRACE POST TBD DIA . (TYP . ) TERMINAL OR PULL POST TBD DIA . MIN . (TYP . ) TBD DIA . MIN ._ /Iii N_ F Of SECTION 30 , TOWNSHIP 6 I - LIN T I E NORTH , RANGE 64 WELD COUNTY , CO 80218 O EN WIRE FABRIC (40m4520 - r,; , 104 . 589 °) . .... . N_ 01 3 -_____.___._._. _____________ ____________________.___._.___-. ____________________________ ___________________________________________________________________________ E I E rr_ __ _ .____________________________________________________ ____ ______________________________________________________________________________________________ ml •= 1 _ i o ii IIIT T �rtfi=TT fi �fi fififitl it � �� 0 PRELIMINARY 11 /06/24 �I ~ � w R . NO DESCRIPTION DATE GRADE Z 0 SHEET TITLE : w 0 2o . o ' (TYP . ) FENCING PLAN ~ CONCRETE FOOTING TBD DIA (TYP . ) m NOTE : PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 04/ 25 / 2023 1 . FENCING SUPPLIER SHALL PROVIDE FINAL AND SEALED FENCING DRAWINGS WITH MATERIAL AND SPECIFICATION DRAWN BY : SJ CHECKED BY : GB SCALE : AS SHOWN REQUIREMENTS . 2 . A KNOX PAD LOCK WILL BE PLACED ON CHAINED GATE OR KNOX BOX WITH GATE ACCESS KEYS WILL BE MOUNTED DRAWING NO . AT THE MAIN ENTRANCE FOR FIRE DEPARTMENT ACCESS . H E E T w S 5 0F 1 1 2 FENCE DETAILS o S -5 NTS ( S � 5 ) USE BY SPECIAL REVIEW - USR24 = 0002 SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 141 . 096 ACRES S- 0 ` V I D A DESIGN + ENGINEERING NOTES : 1400 Shattuck Avenue, Suite 3 1 . THIS DEVELOPMENT IS BEING CONSTRUCTED IN A RURAL PART OF WELD COUNTY, COLORADO . THE SITE IS LOCATED ON THE NORTH SIDE OF WCR 64 & Berkeley, California 94709 WEST OF WCR 51 . THE SURROUNDING LAND IS PRIMARILY BEING USED FOR AGRICULTURAL, RANCHING , AND OIL/GAS PURPOSES . 2 . THIS DEVELOPMENT WILL BE CONSTRUCTED IN MULTIPLE PHASES ON LEASED LAND . 3 . FOLLOWING THE START OF THE CONSTRUCTION OF EACH PHASE , DISTURBED AREAS WITHIN THE LIMITS OF CONSTRUCTION , SUCH AS ROADCUTS, UTILITY TRENCHES, WASTEWATER DISPOSAL FIELDS, BUILDING SITES, REVEGETATED WITH NATIVE GRASS . 4 . OTHER AREAS WHERE EXISTING VEGETATION HAS NOT REGROWN WILL BE RESDEEDED . 5 . SCREENING SHALL REMAIN HEALTHY AND MAINTAINED TO CONTINUE TO PROVIDE VEGETATIVE GROUND COVER . NOXIOUS WEEDS WILL BE CONTROLLED ON THE SUBJECT PROPERTY ( SEE ALSO THE VEGETATION MANAGEMENT PLAN ) . 6 . FOR SECURITY AND PROTECTION OF THE PUBLIC AND WILDLIFE , THE RECORDED SOLAR FACILITY WILL BE FENCED WITH WIRE MESH . THE SELECTED FENCE WILL BLEND WITH THE NATURAL ENVIRONMENT AND WILL PREVENT WILDLIFE FROM ENTERING THE SITE CAUSING DAMAGE AND THEREFORE PROVIDING • 0 SECURITY OF THE IMPROVEMENTS . a TO M M UNITY SOLAR PHOTOVOLTAIC ARRAY 7 . FENCING SHALL BE MAINTAINED AS NEEDED TO PROVIDE THE INTENDED SCREENING OF THE RECORDED IMPROVEMENTS . 8 . CONTRACTOR SHALL CONTACT "COLORADO ONE " ( 811 OR 1 - 800-922 - 1987 ) TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR CO INSTALLATION OF ANY PLANTS OR SCREENING MATERIAL . 9 . ALL SUBSTITUTION MUST BE MADE WITH PRIOR APPROVAL . 1724 GILPIN STREET , 10 . REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING DENVER , CO 80218 CONSTRUCTION . 11 . REPAIR ALL DAMAGE CO PROPERTY FROM PLANTING OPERATIONS AT NO COST CO OWNER . 2 S- 5 29• . 31 ACRES TURF mix • 20"23 I - I GOLDFINCH BPAND '? SEEU SOLAR LLC AREE COLORADO 6 . 96 MWAC 1 I 6 . 89 MWD C IOta _ H 10111 Low Grow MJi PROPERTY LINES SOLAR PROJECT X N I A mixture of lower maintenance cool season grasses that establish Well in EOOIer areas below 8000E lev tion . The 10Wer growth habit of the III Of grasses lends itself to infrequent 04: 00 mowing. Wel - ETTited for erosion. control and transition turf areas . SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WELD COUNTY , CO 8021 8 I I (40 . 452 ° , - 104 . 589 °) NI 00 % SEosLod 'Oh ootgross , Spdoaim % Intermediate G503E0EE , V S [ Sheep Fescue , VN A ° TTh w n Fescue , V S 50 % Forage N1UO3EOEE , O1agoE z 0 0 PRELIMINARY 11 /06/24 0 "i REV. NO DESCRIPTION DATE cn SEEDING PLAN DCII! Seeding Rate 0 1 S-6 HAS KNJgo - go 1bs . per acre w sHEET TITHE : II Broadcast Soodiog Rate LEGEND go - golbs . per acre LANDSCAPE PLAN x x SECURITY FENCE AREA TO BE RESEEDED IF/ WHEN DISTURBED (28 . 05 ACRES) Sisoll . 1. - 1bs . per 1000 s . A Available 1n hO lb 2b lb . , and lb . bags PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 04/ 25/ 2023 - DRAWN BY: SJ CHECKED BY : GB SCALE : AS SHOWN . ., . o �� - _ 'i[ - r► DRAWING NO . � sir W HE SHEET - 6 OF 11 , H_.. .. ii s • ? • ir } .. of the Biggest . . . . . MM,t o49 the Best [FL _ 155 East 4 " Street Road Greeley , CO 80631 97LJI, SSMHS10 office Info buffaIubrandseed . con, 970 . 0500 057 fax USE BY SPECIAL REVIEW - USR24 = 0002 SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 141 . 096 ACRES S 0 L V I D A DESIGN + ENGINEERING 1400 Shattuck Avenue, Suite 3 Berkeley, California 94709 A B • unShare • 1 COMMUNITY COLOR 1724 GILPIN STREET , GOLDFINCH WARNING DENVER , SOLAR LLC HIGH VOLTAGE - KEEP OUT PLEASE CALL ( XXX ) XXX � XXXX PHOTOVOLTAIC ARRAY TO CONTACT THE PROJECT _________ OPERATOR AUTHORIZED PERSONNEL ONLY GOLDFINCH SOLAR LLC PLANT IDENTIFICATION AT SITE ENTRANCE . WARNING LABEL FOR AGRICULTURAL SECURITY CONTACT INFO WILL BE REVISED PRIOR TO CONSTRUCTION . FENCE SPACED EVERY 100 FEET AROUND 6 . 96 MWAC PERIMETER OF ARRAY . 6 . 89 MWDC GENERAL NOTES : SOLAR PROJ ECT M 1 . ALL SIGNS SHALL BE SHOWN ON THE MAP AND SHALL a o ADHERE TO CHAPTER 23 , ARTICLE IV , DIVISION 2 AND APPENDICES 23- C , 23- D AND 23- E OF THE WELD COUNTY a CODE . ADDITIONAL SIGNAGE WILL BE INCLUDED WITHIN THE III SITE AS NEEDED PER NATIONAL ELECTRICAL CODE . a SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 m WELD COUNTY , CO 80218 GOLDFINCH _____________ M (40 . 452 ° , - 104 . 589°) N N SOLAR LLC _ _____ __ III _ PHOTOVOLTAIC POWER PLANT LL 9 0 PRELIMINARY 11 /06/24 SUNSHARE COMMUNITY REV. NO DESCRIPTION DATE SHEET TITLE: w SO LA R LL SIGNS Y PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 04/ 25/ 2023 DRAWN BY : SJ CHECKED BY: GB SCALE : AS SHOWN 0 DRAWING OF . w SHEET - 7OF11 ( S � 7 ) J a ( S USE BY SPECIAL REVIEW = USR24 = 0002 SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 141 . 096 ACRES S 0 ` V I D A DESIGN + ENGINEERING GENERAL CIVIL NOTES : 31 . FILL MATERIAL TYPES SHALL BE IN ACCORDANCE WITH STRUCTURAL FILL TYPES LISTED IN THE GEOTECH 75 . PUBLIC UTILITY LOCATION SERVICES ( COLORADO 811 ) CAN BE REACHED BY DIALING 811 OR REPORT . 1 - 800- 922 - 1987 OR BY VISITING THEIR WEBSITE AT WWW . COLORAD0811 . ORG . 1400 Shattuck Avenue, Suite 3 1 . CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE SPECIFICATIONS, COLORADO GENERAL BUILDING 32 . PLACE FILL MATERIAL IN MAXIMUM LIFTS OF 4 " TO 6 " LOOSE THICKNESS WHEN USING HAND GUIDED Berkeley, California 94709 CODE , WELD COUNTY ORDINANCE AND THE INTERNATIONAL BUILDING CODE . COMPACTING EQUIPMENT . SURVEY CONTROL ( CIVIL SHEETS ONLY) : 33 . PRIOR TO PLACING FILL OR COMPACTING SCARIFIED SOIL IN FOUNDATION AREAS, ALL UNSUITABLE 2 . ALL EARTHWORK AND TESTING SHALL ADHERE TO THE RECOMMENDATIONS OF THE GEOTECH REPORT, MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION AREAS . THIS SHALL INCLUDE THE REMOVAL 76 . HORIZONTAL COORDINATE SYSTEM : NAD 83 , COLORADO NORTH , STATE PLANE , SURVEY FEET . PROVIDED BY TERRACON CONSULTANTS, INC . PROJECT NO . 21165036 . OF ALL VEGETATION AND TOPSOIL, DEBRIS, LOOSE AND DISTURBED SOIL, CONTAMINATED SOIL AND 77 . VERTICAL DATUM : NAD 83 , FEET . OTHER DELETERIOUS MATERIALS THAT MAY EXIST WITHIN THE AREA OF THE PROPOSED CONSTRUCTION . 78 . ANY COORDINATES SHOWN IN CIVIL SHEETS ARE GROUND COORDINATES . 3 . EARTHWORK ON THE SITE SHALL BE OBSERVED AND EVALUATED BY THE GEOTECHNICAL ENGINEER OF 34 . IF UNDERGROUND FACILITIES ARE ENCOUNTERED DURING SITE CLEARING , CONTRACTOR SHALL RECORD ( A - EAR ) . IMMEDIATELY NOTIFY C- EOR SO THAT A SOLUTION CAN BE CREATED TO PROTECT AND/OR RELOCATE ( E ) SPECIAL INSPECTIONS : • • UTILITY . • • S _ nShare 4 . THE EVALUATION OF EARTHWORK SHALL INCLUDE OBSERVATION AND TESTING OF ON -SITE BACKFILL 35 . DRY AND LOW- DENSITY SOIL SHALL BE REMOVED OR WETTED AND COMPACTED IN - PLACE PRIOR TO 79 . SPECIAL INSPECTION AND TESTING FIRM SHALL SUBMIT THE FOLLOWING TO THE OWNER AND C- EOR : MATERIAL AND OTHER GEOTECHNICAL CONDITIONS EXPOSED DURING ROAD IMPROVEMENT PLACING ADDITIONAL FILL OVER THE MATERIAL . 79 . 1 . SPECIAL INSPECTION AND TESTING REPORTS FOR THE FOLLOWING AT A MINIMUM : • • C 0 M M U N I Y Y S O L A R CONSTRUCTION AT THE DIRECTION OF THE G - EAR . 36 . ORGANIC SOILS SHALL BE LEFT IN PLACE IN NON -STRUCTURAL AREAS SUCH AS WITHIN THE ARRAY AREAS . 79 . 1 . 1 . PERIODIC VERIFICATION THAT MATERIALS BELOW SHALLOW FOUNDATIONS AND EQUIPMENT 37 . VEGETATION REMOVAL SHALL ONLY TAKE PLACE IN AREAS TO BE DISTURBED, CONTRACTOR SHALL PADS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY . 5 . WHERE DEVIATIONS EXIST BETWEEN THESE SPECIFICATIONS/ DESIGN AND THE GEOTECH REPORT, THIS MINIMIZE DISTURBANCE OF VEGETATION DUE TO CONSTRUCTION ACTIVITIES . 79 . 1 . 2 . PERIODIC VERIFICATION THAT EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND WIDTH AND 1724 GILPIN STREET , DESIGN SHALL TAKE PRECEDENCE . 38 . IN LOCATIONS OF SOIL DISTURBANCE DUE TO EARTHWORK, NATIVE TOPSOIL WILL BE REMOVED, HAVE REACHED SUITABLE MATERIAL . STOCKPILED, AND EITHER REPLACED OR SPREAD ON SITE . 79 . 1 . 3 . PERIODIC CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS . DENVER , CO 80218 6 . NOTES AND DETAILS NOTED AS " TYPICAL, " SHALL BE USED WHENEVER APPLICABLE . SPECIFIC DETAILS AND 79 . 1 . 4 . CONTINUOUS VERIFICATION OF THE USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESS NOTES TAKE PRECEDENCE OVER TYPICAL DETAILS AND NOTES . SITE ACCESS ROADS : DURING PLACEMENT AND COMPACTION OF COMPACTED STRUCTURAL FILL. 79 . 1 . 5 . PERIODIC INSPECTION OF SUBGRADE , PRIOR TO PLACEMENT OF COMPACTED FILL, TO VERIFY 7 . DRAWINGS, SPECIFICATIONS, DETAILS, AND NOTES DEPICTED IN THIS DESIGN REPRESENT THE FINISHED 39 . IN AREAS WHERE ROAD CROSSINGS OCCUR OVER AN EXISTING UTILITY OR FLOWLINE, UTILITY OWNER THAT EXCAVATION SITE HAS BEEN PREPARED PROPERLY . PRODUCT AND DO NOT INDICATE THE MEANS, METHODS, PROCEDURES, OR SEQUENCE OF SHALL BE CONTACTED 10- DAYS PRIOR TO EARTHWORK . CONSTRUCTION UNLESS SPECIFICALLY NOTED . 40 . SURFACE COURSE SHALL HAVE A MINIMUM COMPACTED THICKNESS OF 10 " OF CRUSHED ANGULAR SUBMITTALS : AGGREGATE . 8 . CHANGES OR DEVIATIONS FROM THE DRAWINGS, SPECIFICATIONS, DETAILS, AND NOTES DEPICTED IN 41 . RECLAIMED ASPHALT PAVEMENT ( RAP ) SHALL BE USED AS THE TOP 2 " OF ANY ROAD, MODIFIED TO 80 . CONTRACTOR SHALL SUBMIT CUT SHEETS AND DETAILS FOR THE FOLLOWING TO THE OWNER AND C- EOR THIS DESIGN ARE NOT ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CIVIL ENGINEER OF CONTAIN 10% - 25 % FINES, COMPACTED AND GRADED TO MEET CDOT SPECIFICATIONS FOR A CLASS 5 OR FOR REVIEW PRIOR TO PLACEMENT : RECORD ( S- EAR ) . 6 AGGREGATE . 80 . 1 . PERIMETER FENCE 42 . SURFACE COURSE THICKNESS SHALL BE MEASURED AFTER FULL COMPACTION AND CONSTRUCTED 80 . 2 . FILL AND/OR STRUCTURAL FILL MATERIALS AND EQUIPMENT PAD EXCAVATION FILL MATERIALS 9 . CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE DESIGN DRAWINGS, REPORTS, DIRECTLY ABOVE 12 " MOISTURE CONDITIONED, AND COMPACTED NATIVE SOIL . 80 . 3 . CONCRETE MIX DESIGNS AND SITE . 43 . PRIOR TO PLACING SURFACE COURSE , GEOTEXTILE FABRIC, OR COMPACTING SCARIFIED SOILS IN ROAD 80 . 4 . SEED MIX DESIGNS EXCAVATIONS, ALL UNSUITABLE MATERIAL SHALL BE REMOVED . THIS SHALL INCLUDE THE REMOVAL OF 80 . 5 . SOIL AMENDMENT MIX DESIGN FOR RAIN GARDENS 10 . CONTRACTOR IS SOLELY RESPONSIBLE FOR DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR ALL VEGETATION AND TOPSOIL, DEBRIS, LOOSE AND DISTURBED SOIL, CONTAMINATED SOIL AND OTHER INDIRECTLY FROM CONTRACTORS OPERATIONS, REGARDLESS OF WHETHER THOSE FACILITIES ARE DELETERIOUS MATERIALS THAT MAY EXIST WITHIN THE AREA OF THE PROPOSED ROADWAY ALTERNATIVES : DEPICTED ON THESE PLANS . CONSTRUCTION PRIOR TO PLACING FILL, SCARIFY ( OR TILL) , WET AND COMPACT NATIVE SUBBASE MATERIAL TO 12 " DEPTH MINIMUM BEFORE ADDING AGGREGATE SURFACE COURSE . 81 . THE C- EOR WILL CONSIDER ALTERNATIVES FOR MATERIALS AND PROCEDURES . HOWEVER, IT IS THE GOLDFINCH 11 . CONTRACTOR SHALL ADHERE TO ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS . 44 . NATIVE SUBBASE MATERIAL SHALL BE COMPACTED TO 95 % MAXIMUM DRY DENSITY ( MDD ) PER ASTM CONTRACTOR ' S RESPONSIBILITY TO DEMONSTRATE THAT ALL ALTERNATIVES ARE EQUAL IN STRENGTH , D698, - SAG 3 % OPTIMUM MOISTURE CONTENT . PERFORMANCE, AND DURABILITY TO THE MATERIALS OR PROCEDURES SPECIFIED IN THE DESIGN . SO LAR LLC 12 . CONTRACTOR SHALL ENACT MEASURES TO PROTECT AND SAFEGUARD WORKERS AND THE PUBLIC FROM 45 . AGGREGATE SURFACE COURSE SHALL BE COMPACTED TO 95 % MDD PER ASTM D1557, 0 TO 2 % OPTIMUM 82 . WRITTEN APPROVAL BY THE C- EOR SHALL BE REQUIRED PRIOR TO USING ANY ALTERNATIVE . INJURY DURING CONSTRUCTION . MOISTURE CONTENT . CONSIDERATION OF ANY ALTERNATIVE SHALL NOT BE DEEMED TO IMPLY ADVANCE ACCEPTANCE BY THE 46 . GEOFABRIC SHALL CONSIST OF HP270 OR EQUIVELANT . C- EOR . THE C- EOR RESERVES THE RIGHT TO REJECT ANY ALTERNATIVE . 13 . CONTRACTOR SHALL MAINTAIN THE JOB SITE IN AN ORDERLY, CLEAN MANNER THROUGHOUT THE 47 . SITE ACCESS ROADWAYS SHALL BE CONSTRUCTED AT GRADE WITH A VERTICAL TOLERANCE OF +/- 2 " . COURSE OF THE WORK . 48 . POSITIVE DRAINAGE SHALL BE MAINTAINED ACROSS THE SITE . MATERIAL SPECIFICATIONS 6 . 96 MWAC 49 . ON -SITE ROADWAY SLOPES SHALL NOT EXCEED 5 % . 14 . CONTRACTOR SHALL NOT BLOCK LEGAL ENTRANCES OR EXITS . 83 . CODOT AGGREGATE BASE COURSE 6 . 89 MWDC TEMPORARY LAYDOWN AREAS ( IF NEEDED ) : Table 703 -3 15 . CONTRACTOR SHALL COMPLY WITH ALL OWNER PROVIDED CONTRACTUAL SPECIFICATIONS . CLASSIFICATION FOR AGGREGATE BASE COURSE 50 . IF TEMPORARY LAYDOWN AREAS ARE USED, EROSION AND SEDIMENT CONTROL SHALL BE PLACED IN SOLAR PROJECT 16 . CONTRACTOR SHALL LEAVE THE WORK AREA CLEAN AND FREE OF DEBRIS AND TRASH AT THE END OF ACCORDANCE WITH S- 10 THROUGH S- 15 . Mass Percent Passing Square Mesh Sieves L EACH DAY . 51 . TEMPORARY LAYDOWN AREAS WILL BE CLEARED AND GRUBBED ONLY IF NECESSARY . Sieve Size LL not greater than 35 LL not greater than 30 52 . SCARIFY ( OR TILL) NATIVE MATERIAL TO A DEPTH OF 12 " AND RECOMPACT . Class 1 Class 2 Class 3 Class 4 Class 5 Class 6 Class 7 0 17 . CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES . 53 . PROOF ROLL COMPACTED SUB BASE NATIVE MATERIAL USING A LOADED TANDEM AXLE TRUCK . ( " ) 54 . COMPACTION SHALL DEEMED ADEQUATE WHEN PROOF ROLL INDICATES 1 " OR LESS DEFLECTION . 150mm 6 100 Q 18 . CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONSTRUCTION SURVEYING MONUMENTS 55 . COVER TEMPORARY LAYDOWN AREA WITH 4 AND 100mm (4 " ) 100 STAKES SET BY THE OWNER . ANY DEVIATIONS FROM EXISTING GRADES AS SHOWN ON THE PLANS SHALL MIN . DEPTH OF ROAD FINISH ROCK, IF NECESSARY . w 56 . TEMPORARY LAYDOWN AREAS SHALL BE REMOVED AND MITIGATED TO PRE - CONSTRUCTION GRADE BY 75mm ( 3 " ) 95- 100 NC BE IMMEDIATELY REPORTED TO THE OWNER AND C- EOR . 60mm (2 '/2" ) 100 SCARIFYING OR TILLING . 57 . FINAL STABILIZATION OF TEMPORARY LAYDOWN AREAS SHALL BE IN ACCORDANCE WITH S- 10 THROUGH 50mm ( 2" ) 95- 100 SECTION 30 , TOWNSHIP 6 19 . CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND MATERIAL QUANTITIES PRIOR TO CONSTRUCTION . MATERIAL QUANTITIES LISTED IN THE CIVIL DESIGN ARE APPROXIMATE . S- 15 . 37 . 5mm (2 " ) 90- 100 100 NORTH RANGE 64 25mm 47 95- 1 . 100 20 . CONTRACTOR SHALL CONTACT ANADARKO PATROLEUM CORPORATION , P5105 50 PLACING ROADWAY CLEARING AND GRUBBING : 19mm ( 3/4 " ) 50-90 100 WELD COUNTY CO 80218 OR EARTHWORK WITHIN 2 FEET OF AN AREA DICTATED AS AN EASEMENT CORRIDOR, EXISTING UTILITY 58 30-65 50 30-7 SITE -WIDE STORMWATER MANAGEMENT IS BASED ON THE PRESERVATION OF EXISTING VEGETATION ( ) (40w4520 ) 104 589 °) OR FLOWLINE . ROOT STRUCTURES . 2 . 36mm #8 25-55 20-85 - 59 . GRUBBING SHALL ONLY BE PERFORMED IN AREAS OF ROAD INSTALLATION AND WHERE NECESSARY FOR NOT arm )AS 3- 15 3- 15 20 max 3- 12 3- 15 - 2 5- 15 21 . ANADARKO PATROLEUM CORPORATION ( APC ) SHALL BE CONTACTED 3 BUSINESS DAYS BEFORE ELECTRICAL EQUIPMENT INSTALLATION . GRUBBING SHALL NOT BE PERFORMED ON A MASS SCALE E : Class 3 material shall consist of bank or it run material . COMMENCEMENT OF EARTHWORK IN THE STATED AREAS . A REPRESENTATIVE OF APC WILL ASSESS ACROSS THE SITE . ACTUAL DEPTHS AND LOCATIONS OF UTILITIES . A CHANGE IN DEPTH OF THE EXISTING UTILITY WILL BE 60 . IT IS THE INTENTION OF THE DESIGN THAT THE MAJORITY OF THE SITE BE MOWED OR CLEARED IN A ASSESSED AT THAT TIME . MANNER THAT PRESERVES THE ROOT STRUCTURE OF EXISTING VEGETATION . SEEDING : > 61 . CLEARING SHALL BE DEFINED AS THE REMOVAL OF PLANTS AT OR ABOVE THE GROUND SURFACE . 22 . REQUESTS FOR INFORMATION ( RFIs ) FOR CLARIFICATION OF THE INTENT OF THE DESIGN SHALL BE 62 . GRUBBING SHALL BE DEFINED AS THE REMOVAL OF ROOTS BENEATH THE GROUND SURFACE . 84 . SEEDING WILL BE DONE POST CONSTRUCTION AND ENCOMPASS GRASS LINED SWALES, RAINGARDENS, SUBMITTED TO THE C- EOR . RFIs SHALL INCLUDE A DETAILED WRITTEN STATEMENT THAT INDICATES THE AND FENCED ARRAY AREA, AS WELL AS TO THE FULL LIMIT OF DISTURBANCE WHERE APPLICABLE . SPECIFIC DRAWINGS OR SPECIFICATIONS IN NEED OF CLARIFICATION AND THE NATURE OF THE TEMPORARY SOIL STOCKPILING : �� CLARIFICATION REQUIRED . THE C- EOR SHALL RESPOND IN WRITING AND ISSUE CLARIFICATIONS AS 85 . SEEDING RATES AND PLANTING REQUIREMENTS ARE INCLUDED ON SHEET S- 7 . II NECESSARY . RESPONSES TO RFIs DO NOT CONSTITUTE APPROVED DESIGN CHANGES . 63 . EXCAVATED TOPSOIL SHALL BE KEPT SEPARATE FROM OTHER STOCKPILED MATERIAL FOR REUSE IN AREAS REQUIRING TOPSOIL . 0 PRELIMINARY 11 /06/24 L 23 . IF CULTURAL RESOURCES ARE LOCATED DURING CONSTRUCTION ARCHEOLOGICAL FINDINGS ( 64 . EXCAVATED SOILS SHALL ONLY BE STOCKPILED IN TEMPORARY LAYDOWN AREAS . REV. NO DESCRIPTION DATE Cn UNEARTHED ) , WORK SHALL STOP IN THAT AREA AND TEH CONTRACTOR SHALL IMMEDIATELY NOTIFY 65 . EXCAVATED SOILS SHALL BE REUSED ON - SITE . wI PROJECT MANAGEMENT. 66 . REUSE OF EXCAVATED SOIL ON - SITE SHALL BE PLACE SUCH THAT SITE HYDROLOGY IS NOT ALTERED . Cn 67 . EXCAVATED SOIL REUSE LOCATIONS SHALL BE PROVIDED TO THE C- EOR FOR APPROVAL . SHEET TITLE: w 24 . OWNERS LONG TERM VEGETATION MANAGEMENT UTILIZES SHEEP GRAZING , WITH MECHANICAL 68 . EROSION AND SEDIMENT CONTROLS FOR TEMPORARY STOCKPILES SHALL BE IN ACCORDANCE WITH S- 10 SUPPORT AS NEEDED . 55 5555 ANY SEED MIX ALTERNATIVE SHOULD BE GRAZING COMPATIBLE . THROUGH S- 15 . 25 . POST CONSTRUCTION , CONTRACTOR SHOULD SUBMIT A CIVIL MAINTENANCE PLAN , DEFINING ALL GRADING : CIVIL NOTES NECESSARY CIVIL MAINTENANCE NEEDS AND ONGOING VEGETATION ESTABLISHMENT NEEDS TO SUCCESSFULLY STABILIZE SOILS LONG TERM AND PRESERVE THE CIVIL INSTALL . 69 . MASS GRADING ACROSS THE SITE SHALL NOT BE PERFORMED . 70 . MINOR AMOUNTS OF GRADING MAY BE REQUIRED TO MAINTAIN PIER HEIGHT TOLERANCES AND ARE EARTHWORK : INDICATED ON SHEET S-9 THROUGH S- 15 . 71 . GRADING SHALL NOT BE PERFORMED IN EXCLUSION ZONES . PROJ . MGR . : SS PROD . ENGR . : SS DATE : 04/ 25/ 2023 26 . COMPACTION STANDARD FOR NATIVE , SCARIFIED, AND RE -COMPACTED SUBGRADES SHALL BE 95 % BY 72 , ADDITIONAL GRADING AREAS THAT ARE NOT DEPICTED ON SHEET C- 204 SHALL BE EVALUATED ON A N- / ASTM D698 . CASE BY CASE BASIS AS NEEDED . DRAWN BY : SJ CHECKED BY : GB SCALE : AS SHOWN N 27 . COMPACTION STANDARD FOR STRUCTURAL FILL BENEATH FOUNDATIONS, SLABS ON GRADE , AND SITE ACCESS ROADS SHALL BE 95 % MSS BY ASTM D1557 MODIFIED PROCTOR DRY DENSITY ) . DRAWING No . ( GRASS SWALES AND RAINGARDENS . N- 28 . MOISTURE CONTENT OF COHESIVE SOILS ( CLAYS ) TO BE COMPACTED SHALL BE - 1 % TO +3 % OPTIMUM SH EET - 8 O F 11 Q MOISTURE CONTENT AS DETERMINED BY ASTM D1557 ( MODIFIED PROCTOR DRY DENSITY) AT THE TIME 73 . GRASS SWALES AND RAINGARDENS SHALL BE INSTALLED AT THE END OF ARRAY CONSTRUCTION TO OF PLACEMENT AND COMPACTION . MINIMIZE COMPACTION AND SEDIMENTATION . 0 29 . MOISTURE CONTENT OF COHESIONLESS SOILS ( SAND ) TO BE COMPACTED SHALL BE -3 % TO + 2 % E OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D1557 ( MODIFIED PROCTOR DRY DENSITY ) UTILITY LOCATE : . . ( S( S � 8 ) AT THE TIME OF PLACEMENT AND COMPACTION . 30 . PLACE FILL MATERIAL IN MAXIMUM LIFTS OF 9 " LOOSE THICKNESS WHEN USING SELF PROPELLED HEAVY 74 . PRIOR TO CONSTRUCTION CONTRACTOR SHALL CONTACT UTILITY LOCATION SERVICES TO LOCATE ALL Knowwhars below. COMPACTORS . PUBLIC AND PRIVATE UTILITIES . call before you dig USE BY SPECIAL REVIEW - UNSR24 = 0002 SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . -- COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 141 . 096 ACRES ,S 0 ` V I D A DESIGN + ENGINEERING \ \ I GENERAL NOTES 1400 Shattuck Avenue, Suite 3 Berkeley, California 94 70 9 I 1 . OVERALL PROJECT SITE AREA = 29 . 31 ACRES 18" .TMP E . DISTURBED AREA = 0 . 68 ACRES CENTER QUARTER CORNER 8" STEEL SECTION 30, T6N , R64W _ ' I INV. 4680.8' „ { INV. 46 INT CALCULATED POSITION N 88 57 26 E 2640 . 19 48 CMP \ r 12" CMP POINT OF COMMENCEMENT 3 . DISTURBED AREAS INCLUDE : GRADING , EXCAVATION , PILE , 48 CMP \ TOP : 4679. 2'_ - NV. 46861 ' _ EAST QUARTER CORNER N 88°5726" E 2428. 50' , DID NOT FIND OR SET _ _ TIO _ . _ _ _ _ _ - - - _ - - _ _ , / TOP: 4679 . 3 \ !__ _ -' _ -_ _ _ _ - _ - N FOUNDN#60REBAR wT W ROADWORK AND EQUIPMENT PADS . — — ' — — — _ — — _ = _ _ = _ — _ — _`�_ _ _ _ ,_—= =f _ _ _!fl -fl — — y / J 1 I _ _ 3. 25 ALUM . CAP WI 10855 ' _ _ _ _ _ ___ ___ _ _ _ _ _ ____ _ _ __ __ __ _ _ _ Unplanad - _ 4 . SITE PREPARATION INCLUDES CLEARING/GRUBBING MINOR GRADING _ _ _ — — _ — — — — _ — — — Owner.•DCPMidstreamLP _ — — SITE BENCHMARK ' 18" CMP Ac - = z-- __ — _ _ _ _ _ _ — __ _ - = Pxrcc/No. 080131OOQ739 09013Q7rN.i937 CP98 SET #4 REBAR , - - - - � COMPACTION MOWING OF VEGETATION AND RESTABILIZATION OF _ _ — _ _ - - _ _ - - - - — _ _ — = _ — — _ _ __ _ _ _ —___ _ Grt E NV. 4686. 4 e e_ 141094129 _ G• o G ' _' ' N 7 24 3S ' - G _ - ` 48" CMPEL 54682 50 A7 N— G G _ Ev s9o- DISTURBED AREAS . w - --- - =- _ TOP : 4678. 9 ' - - _ 23 - - - - - N3( 1 E . TOPSOIL SHALL NOT BE REMOVED FROM THE PROJECT SITE OR SOLD 6 G NORTH LINE OF CARSON PROPERTY 5 • \ 84 �SURV „ „ Qi \ — — — — — — — 18" RCP SURVE 48° CMP - - _ _ - _ _ _ _ 3 20 CMP - 20 CMP 91 ,55 C _. oti9 . 1 ' TOP : 4678.9 ' _ UNLESS REMOVAL OF EXCESS SOIL IS APPROVED BY THE AHJ . N' RCP ` - - -` _ T/ \ \ � \ NV.4664.9 14 ! C 0 M M U N I T Y S 0 L A R FOUND #4 REBAR 18 RCP CONCRETE DITCH E� INV. 4664.0 INV.4664. 0 / \ w NV. 4662.9 _I _I _INV. 4663. 1 �' _ - - - � - _ - �' \ - - �� ; 5•� g' 5g - 24° CMP /OL/4482773�ENT & R/GHT-OF-GYAY - _ _ - - • - NGL - - - - - - S - 6 . EXCESS TOPSOIL SHALL BE SPREAD ON - SITE SO AS TO PROVIDE SIX \ INV.4666 . 3 / L ' - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ \ \\ \ ' \24" CMP � ! - - - - - - I INCHES OF COVER ORIGINALLY EXISTING ON THE SITE OR A MINIMUM - -' • - N \ _ \ _ fl _ INV. 4666. 0' - � \ / / - _ \ - Th \ - , / ! / OF FOUR INCHES OF COVER IF THE ORIGINAL COVER WAS LESS . 1724 GILPIN STREET , N , - - - - S 89 ` 0 ' A'51 STREIAA66 . 47 - - - - - - � \/ � �\ � � � / / 7 . IF REMOVAL OF EXCESS TOPSOIL IS REQUIRED IT MUST BE N _ \ \ N \ \ / / / / COORDINATED AND MEET GESC REQUIREMENTS . DENVER , CO 80218 N \\ i / 8 . PROJECT SITE SHALL BE STABILIZED BY SEEDING AND/OR SODDING . S / / ♦ �\ \\ \\N\ EXISTING 9 . ADDITIONAL VEGETATION MAY NEED TO BE REMOVED PRIOR TO `, � � \ � ' � \ CONTOUR (TYP . ) ' CONSTRUCTION . AREAS THAT ARE NOT CLEARED/GRUBBED SHALL BE o NN \N NN\ I MOWED TO A MINIMUM OF THREE INCHES . I I , N ` \N \• \\ NGL \ TALL GR SS 10 . CONTRACTOR RESPONSIBLE FOR PRESERVATION OF EXISTING • 30 ' LPLE77 2719738 r 7 VEGETATION , NOV CLEARED/GRUBBED OR MOWED , TO THE EXTENT • t I ` \A\ \\ \ \ RED NO 4519738 ANA \� \ PRACTICABLE . ` \\ • \ N N 1 = 11 . VEGETATION REMOVAL SHALL ONLY OCCUR WITHIN THE PROJECT 2 4, a . X 847V \\ \ y 50 ' P/PEL/NE EASEMENT I \ PI e 30 \ • \\ \ \ REc. No. 4427540 f I BOUNDARY. � , w so 2 C IanicosfoPo \ • \\ \ \ \ \ 12 . CONTRACTOR TO REMOVE ONLY VEGETATION WHICH SHALL BE ` w \ \\ • \\ \ ' DESIGNATED BY THE OWNERS REPRESENTATIVE FOR REMOVAL AND I - - • \ \\ • 772QNo ` 7oa39 • \ \ \ NN \ \ \ SHALL EXERCISE CARE AROUND EXISTING VEGETATION TO BE SAVED . 12" CMP • i • , L ' \ \ "H 0 N I CONSTRUCTION FENCING MAY BE INSTALLED TO PROTECT AREAS INV.4653. 2 • _ < _ _ _ _ \ , \ \ \ N I THAT ARE NOT TO BE DISTURBED . r A \ I 13 . BURNING OF DEBRIS SHALL NOT OCCUR WITHOUT APPROPRIATE GOLDFINCH \ , I N \ \ \ 7- N PERMITS AND/OR AHJ AND OWNER APPROVAL . \ \ \ \ \ 14 . FINAL STABILIZATION SHALL BE ACHIEVED WHEN A UNIFORM SOLAR LLC \ \ \ \\ E EASEMENTRIGHT--OF- Y \ \ \ \ I I \ • 50I REC. NO 412978 \ \ \ NN VEGETATIVE COVER WITH AN INDIVIDUAL PLANT DENSITY OF AT LEAST • I I I 55 • /es \ \ \I I 1 7- N \ \ \ I 70% OF PRE DISTURBANCE LEVELS , OR EQUIVALENT PERMANENT • I• ' / • / 1 / / '/ / 44 N 4444 t , \ 3 N o ' ' ' i \ \ \ \ 7- N \ I PHYSICAL EROSION REDUCTION METHODS HAVE BEEN EMPLOYED IN N / NJ / •/ , \\ ` , ' 1\ IF , • C 8\ \ NNN / N \ A ALL AREAS OF DISTURBED GROUND . 6 . 96 MWAC FIELD / DITCH ROAD , 1 / , I 11 I\ I \ \ \ M I/li I // N • 6 . 89 MWDC A ' J / / \ • ` 1 111 ` \ I I r \/ / /ll • / J / \ • • / I \ \ \ \ • •ntl\' • • _jII \ + II \ `` • / \ O Unplanal , \ \\ W SOLAR PROJECT Owner.•FiveAVvmsRanch CanfeFeedngLLC - \ 1 I l I • \ \ • • D _U cD PairelNo. TWf7166W931 A • _= -A - \ I I I > • ±22' • y • N \ A. �, r \ - \ - I • `O N • 4 / ` � \ II I Ilf \ 1 I — — — — — — • O / 1 S CENTER PIVOT / / \ \ \ I I II \ I B t • I 2 / A_ I N-!l \ I 1 � , 1:1 / \ • ' / /I /1 / I /I I 1 < EAS/ERL Y L/M/T O Ain / `' \ / TN 1 30 " R/GHT-OF GYAY PER I i / , / (SEE PLAT NOTE • N I "" ^ ROAD 7702RS REPORT 1 0/320 BOARD OE COUNTY MM/SS/ONERS BOOK 5 PA E 390 SECTION 30 TOWNSHIP 6______________________ / çH'/ '/H// YL ' / 1 ' 'V 7-" I // / / NORTH RANGE 64 ' + / , /' ` ' L / / I WELD COUNTY CO 80218 II 1 • (40 . 452 ° - 104 . 5890) • / L / / / / / / / T/ v / / / / / / .S2.SL'4 5. 30 T. BN., 7/ 5/N - - - - -" / / N III / / ' N ,,' /i6 / \ _ • / / / / / / / / / / 801 1 / / / / / / / • y • 1 Owner.' C5son7anic/Marie CA I ! I • PaiccEW00801TWWSBE /-Y J /\ W 1 I / / FOUND #4 REBAR WITH I ' / 1 " ORANGE PLASTIC CAP LS38307 / I / s- -- N \ / I / -' ' / / I U \ { / H � 1V 0 PRELIMINARY 11 /06/24 FIELD / DITCH ROAD \ � O FOUND #4 REBAR WITH / I ` \ // I I 5 REV. NO D ES C R I PTI 0 N DATE 1 " YELLOW PLASTIC CAP LS4892 ` N FOUND #4 REBAR WITH', / N, N / / 1 U 1 " YELLOW PLASTIC CAP LS4892' • \ I / W NON N • • o \ I SHEET TITLE : FOUND #4 REBAR WITH • \ 7 I , _ • 1 YELLOW PLASTIC CAP LS4892 • NJ • • ( `• LOA 'NH / \ y / f Owner WillighamlJessicaRose I OVERALL CIVIL SITE PLAN PareoEWW, 080130000001 / I FOUND #4 REBAR WITH 1 " YELLOW PLASTIC CAP LS4892 • • I EXISTING JJj I \ • • FOUND #4 REBAR WITH CONTOUR (AVE . ) \ SOUTHEAST CORNER 1 " ORANGE PLASTIC CAP LS38307 1 SECTION 30, T6N , R64W OD FOUND 42 REBAR WITH • N i I 40 ' R/GHT-OF-WAY PER FOUND #6 REBAR WITH 2. 5" 1 " YELLOW PLASTIC CAP LS4892 / I ROAD IOE/7RS REPORT 100/535 ALUMINUM CAP LS 20671 BOARD OF COUNTY COMM/SS/ONERS BOOK LW 7777 77 - - - SOUTH QUARTER CORNER • FOUND #4 REBAR WITH - - - - - PR0J : MGR . : SS PROD . ENGR . : SS DOTE: 04` 2J `2023 SECTION 30, T6N , R64W • \ H. 1 " YELLOW PLASTIC CAP LS4892 _ __ - - - - - - FOUND 2. 5" ALUMINUM PIPE WITH - - - - - • • • ND BENT #4 REBAR • DRAWN BY : NJ CHECKED BY : GB SCALE: AS SHOWN O 3. 25 ALUMINUM CAP LS 10855 - - • C0UN7YR0AD 64 S 8 °38 49 W 2646 . 08 • • DRAWING NO . SHEET - 90F11 • \ J/ \ 1jjjJj 9 ) 1 OVERALL CIVIL SITE PLAN S9 1 " = 150' HJ Know what's below. • Call before you dig. USE BY SPECIAL REVIEW - USR24 = 0002 SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH F . M . -- COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 141 . 096 ACRES ,S 0 ` V I D A DESIGN + ENGINEERING V 1.m. w. . vvyyar, ,., c .,I IL YLI\Vi llvini\I\ c.+ " — _ _ — _--r_- -_-=- - - - = __ —_ — Pure/Na_CB±IAI5/XI03.f&080/.YIXNXK/�\ — _ � , FREE —4SET 2932 RE BAR — S ' — _ N >424 _ _ � \ �G \\ G E: 3zss, 38.zo / C _ 1 400 Shattuck Avenue, Suite 3 3g W - _ - T0P: 4EEa2 Berkeley, California 44709 - /230 / / d. - - - - - - - - /52 - - _ - - - $6)04/ _ _ 2D ABC 20" CMP �.� 18 RCP 5s0' 1 4C 1'. ' 9 48" CMP NORTH LINE OF CARSON PROPERTY INV.4664.9 \ 9� -- TOP: 4678.9' 18" RCP 18" RCP _ L-_ '7)T - - INV.4664.0 INV.4664.0 / ,+ � `� — w ELWE EASEMENT & R/GNT-OF-AVAY FOUND #4 REBAR'. .INV.4662.9'._ 1 INV.4663.1 'l ONCRETE DITCH \ - , j5,16 55 , 24" CA ,/O 4482073 \ NGL _ — I LS ... �NV.4Bfi6.3 / \ _ 1=--)- _ _ _ — — — — — — — In _ C _ 7C7 7 \ / ' INV.46B6.0'� \ / / — 1 l 4499 9 MIATREq"066 . 47 - - - - , - I \ / 30' 227 77 \ \� / I It I N N SunShare I \ � +. NGL \ 1 \ \ ( \ II ` �� \ TALL GRASS • S0OMUNITA SOLAR I 1 / I IT \ > 77 C NO 451973E / \ \ I 4 B R.B4.I. ILO 50' PIPEL/NE EASEMENT I \ / 30 RE0 NO. 4427540 T . 7 7 7 - 1724 GILPIN STREET , \ I wn r w A /d I r J.7 Marie '*10 \ ' � � _ �� RE' 370839 , \ DENVER , CO 80218 12" CMP \ \ fl . � INV-4653.2' l ' \ / \ \ \ \ \ \ , 50' P ;NE EASEMENT REC/ NO 2 97BY . \ \ 7 7 Z \ _ \ 1 I \ I � CD I II I 2 3 es 4C/ \ \ � � \ � � FIELD / DITCH ROAD i // - ~ 1. 1,0/1 /I i J ( I \ \ zo W / I 1• 1, 11 1 <C/ N / I Al 11 \ I . Ownee Five Rivera Ranch Calte FeadngLLC — \ I r Pair5ND. 10.f7ILII lil 0 — — 1 ±22 11 II \ / l \ \ III 11 1 \ - - - - - i I I I I I I I , /- , CENTER PIVOT , uI II , III GOLDFI NCH t \_ \ / E PT AT NOTE/ A 7 ✓ ' SE C2 NEM£1 1 ROAD ,/ , , / / / , ,/ / - BOARD aF COUNTY 66t44M/SSYONERS SOLAR L L C I //r / // /, 6m96 MWAC S2SE4 5.90 T.55*. /P.B41Y. I I7" / / C / ✓ / — Lola IIIII / / // C \ T / RE-380/ / / / / // NN /. I I i r Owxr Carson TanAoBSne „ / / / , / 1Nn /3 6 ■ 89 MWDC I ! I \ / / r I FOUND #4 REBAR WITH ' \ In I T • 1/ / . SOLAR PROJECT _ \ 1 " ORANGE PLASTIC CAP LS\8307 1 AECA / DITCH ROAD `- \ ( I j /3FOUND #4 REBAR WTH:: 3 / / 1" YELLOW PLASTIC CAP LS4892': H 1 7 Q / I FOUND #4 REBAR WITH / / / / 1" YELLOW PLASTIC CAP L54592 ( , I / I 20' FOUND #4 REBAR WITH C \\ f / 1 " YELLOW PLASTIC CAP LS4892 I 181± / Lei �. IN 1 I - _- 7 � I W Owr W211mShazu,)a�Rnfe �� N / O SECTION 30 TOWNSHIP 6 FOUND #4 REBAR WITH I 1 ' YELLOW PLASTIC CAP LS4892 / I FOUND #4 REBAR WITH SECC NORTH , RANGE 64 1 ORANGE PLASTIC CAP LS38307 FOUND #4 REBAR WTH I I 40 R/GNT-Lt�WAY PER FOUND µ \ 1 " YELLOW PLASTIC 892 - l I anean nr- r Imiry rnROAOc NEM£RSPR k 1T 100/5;5 ALUMII m W 1 KEY PLAN ELD CO U NTY , CO 80218 > END (401. 4520 ) - 104 ■ 589 °) III N 6/ /3I I I 1 \ I /INN f \ W 1 _ II I I _ O \ \ c17k711c1 \ \ \ \ C I \ ' ' ) NJN1C J ( N ) TEMPORARY PARKING � � / DURING CONSTRUCTION n " i ( N ) INVERTER RACK (TYP . ) O - O / 0 PRELIMINARY 11 /06/24 1 10 ! 715' REV. NO DESCRIPTION DATE f I ! ) � � I / I I SHEET TITLE : J 1 30 I q a a 2— • O \ DETAILED CIVIL SITE PLAN ' 25! 25 ! I I (N) EQUIPMENT PAD CAR. ( I I � I i I i � I /� � PROD : MGR . : SS PROD . ENGR . : SS DATE: 04/ 25 /2023 U 00 - 00 OO U O0 0 I / ! DRAWN BY : SJ CHECKED BY : CB SCALE: AS SHOWN I I DRAWING NO . w I O / InIn \ SHEET - 10 OF 11 Q I ; ( N ) ACCESS ROAD , 7 / / . .! . . . .- . . S - 10 2 DETAILED CIVIL SITE PLAN S- 10 1 =20 NK _ ) Know what's below■ Call before you dig USE BY SPECIAL REVIEW - USR24 = 0002 SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 141 . 096 ACRES S 0 ` V I D A DESIGN + ENGINEERING EROSION AND SEDIMENT CONTROL NOTES : PERIMETER CONTROL BMPs : 1400 Shattuck Avenue, Suite 3 Berkeley, California 94 70 9 ALL EROSION AND SEDIMENT CONTROL WORK AND BMPs SHALL ADHERE TO THE FOLLOWING DOCUMENTS : 30 . PERIMETER CONTROL BMPs SHALL BE CONSTRUCTED BEFORE UP- SLOPE GROUND COVER IS REMOVED . 1 . COLORADO DEPARTMENT OF HEALTH AND ENVIRONMENT CONSTRUCTION GENERAL PERMIT ( CGP ) NO . 31 . CLEARING , GRUBBING , AND STUMPING CAN OCCUR BEFORE SILT FENCE INSTALLATION IF GROUND COR 400000 COVER IS REMOVED . 2 . WELD COUNTY GENERAL ORDINANCE . 32 . ALL PERIMETER CONTROL BMPs SHALL BE PLACED AS CLOSE TO THE CONTOUR AS POSSIBLE SO THAT WATER WILL NOT CONCENTRATE AT LOW POINTS AND SO THAT SMALL SWALES OR DEPRESSIONS THAT 3 . WELD COUNTY CONSTRUCTION AND ENGINEERING GUIDELINES . MAY CARRY SMALL CONCENTRATED FLOWS TO THE PERIMETER CONTROL BMP ARE DISSIPATED ALONG ITS LENGTH . • 4 . URBAN STORM DRAINAGE CRITERIA MANUAL ( USDCM VOLUME 3 LATEST EDITION ) , PUBLISHED BY THE • • C 0 M M U N I Y Y S O L A R MILE HIGH FLOOD DISTRICT . 33 . ENDS OF PERIMETER CONTROL BMPs SHALL BE BROUGHT UP -SLOPE SLIGHTLY SO THAT WATER PONDING WILL BE PREVENTED FROM FLOWING AROUND THE BMPs . 5 . ALL WORK SHALL COMPLY WITH THE CONDITIONS OF THE PERMITS OBTAINED FOR THE PROJECT AND ALL FEDERAL, STATE , AND LOCAL REGULATIONS . 34 . IF USED BENEATH A SLOPE , SILT FENCE SHOULD BE A MINIMUM OF 10 FEET FROM THE TOE OF THE 1724 GILPIN STREET , SLOPE . DENVER , CO 80218 STANDARD STABILIZATION NOTES : 35 . SILT FENCE SHALL BE TRENCHED IN . THE TRENCH SHALL BE MADE WITH A TRENCHER, CABLE LAYING 6 . FOLLOWING INITIAL SOIL DISTURBANCE OR RE- DISTURBANCE , PERMANENT OR TEMPORARY MACHINE , SLICING MACHINE , OR OTHER SUITABLE DEVICE THAT WILL ENSURE AN ADEQUATELY STABILIZATION MUST BE COMPLETED IN ACCORDANCE WITH THE SWMP . UNIFORM TRENCH DEPTH . 7 . ALL STABILIZED AREAS SHALL BE INSPECTED BY A CERTIFIED SWMP INSPECTOR . 36 . WHERE 2 SECTIONS OF PREFABRICATED SILT FENCE ARE COMBINED INTO ONE RUN , THE END POSTS SHALL BE CONNECTED TOGETHER, NOT SIMPLY OVERLAPPED . TYPICAL CONSTRUCTION SEQUENCE : 32 . SILT FENCE SHALL ALLOW RUNOFF TO PASS ONLY AS DIFFUSE FLOW THROUGH THE GEOTEXTILE . IN 8 . INSTALL STABILIZED CONSTRUCTION ENTRANCE . RUNOFF FLOW, ONE OF THE FOLLOWING SHALL BE PERFORMED, AS APPROPRIATE : 9 . CLEAR ( GRUB IF NECESSARY) SITE FOR PERIMETER EROSION AND SEDIMENT CONTROLS ( BMP ' S ) ONLY . 32 . 1 . AN ADDITIONAL RUN OF SILT FENCE SHALL BE PLACED UPSTREAM 32 . 2 . THE LAYOUT OF THE SILT FENCE SHALL BE CHANGED 10 . INSTALL TEMPORARY PERIMETER BMPs . 32 . 3 . ACCUMULATED SEDIMENT SHALL BE REMOVED 32 . 4 . OTHER PRACTICES SHALL BE IMPLEMENTED . 11 . ROUGH GRADE ROAD ( S ) AND LAYDOWN / MATERIAL STORAGE AREA IMPORTING MATERIAL AS NECESSARY FROM ON -SITE OR OFF-SITE SOURCE PER PROPOSED GRADES PROVIDED TO CREATE OR 33 . SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THE DEPOSIT REACHES APPROXIMATELY ONE HALF OF MAINTAIN POSITIVE DRAINAGE . THE HEIGHT OF THE SILT FENCE . GOLDFINCH 12 . INSTALL STABILIZED CONSTRUCTION ROADS . 34 . ALL STOCKPILES SHALL BE ENCIRCLED WITH AN APPROPRIATE NMS SUCH AS SILT FENCE , FIBER ROLL, OR LLCSEDIMENT LOGS . SOLAR 12 . 1 . STABILIZED CONSTRUCTION ROADS ARE CONSIDERED A NMS . IT IS THE INTENT OF THE DESIGN THAT STABILIZED CONSTRUCTION ROADS ARE INSTALLED PRIOR TO GRADING , ARRAY CONSTRUCTION , 35 . SILT FENCE FABRIC SHALL MEET THE FOLLOWING SPECIFICATIONS : AND EQUIPMENT PAD CONSTRUCTION . LB ) TSOM 04632 ) 13 . CONSTRUCT THE SOLAR PLANT. 35 . 2 . MAX MUM ELONGATION AT 60 LBS 15 % ( AS M D 4632 ) 6 . 96 MWAC 35 . 3 . MINIMUM PUNCTURE STRENGTH = 50 LBS . ( ASTM D 4833 ) 14 . PERFORM TEMPORARY STABILIZATION SEEDING OF DISTURBED AREAS IF REQUIRED . 35 . 4 . MINIMUM TEAR STRENGTH = 40 LBS . ( ASTM 44533 ) 6 . 89 MWDC 35 . 5 . APPARENT OPENING SIZE < = 0 . 84MM ( ASTM D 4751 ) 15 . CONSTRUCT PERMANENT BMPs . 35 . 6 . MINIMUM PERMITTIVITY = 1X1O- 2SEC . - 1 ( ASTM D 4491 ) SOLAR PROJECT 35 . 7 . WATER FLOW RATE = 15 GAL ./ MIN /SQ. FT . X 16 . STABILIZE ALL REMAINING DISTURBED AREAS WITH PERMANENT VEGETATION OR SITE SPECIFIC 35 . 8 . UV EXPOSURE STRENGTH RETENTION = 70% ( ASTM 04355 ) VEGETATION AS NOTED INCLUDING TOP SOILING , FERTILIZING , AND MULCHING , IF REQUIRED . 36 . ALL PERIMETER CONTROL BMPs SHALL BE REMOVED FOLLOWING FINAL STABILIZATION OF THE SITE AND = 17 . REMOVE CONSTRUCTION ENTRANCE , COMPLETE FINAL GRADE AND RESTORATION OF GRAVEL SUBMISSION OF NOTICE OF TERMINATION TO COLORADO DPHE . ENTRANCE . STORMWATER CONTROL BMPs ( PERMANENT) : N 18 . STABILIZATION OF ALL AREAS DISTURBED BY REMOVAL OF BMP ' S WILL BE PERFORMED PRIOR TO FINAL INSPECTION . 37 . PERMANENT STORMWATER CONTROL BMPs INCLUDE GRASS LINED SWALES . 38 . PERMANENT STORMWATER CONTROL BMP LOCATIONS AND CONSTRUCTION REQUIREMENTS AND SECTION 30 , TOWNSHIP S 0- 19 . ALL MAINTENANCE OF THE FINAL SITE AND PERMANENT BMP ' S SHALL BE CONTROLLED BY SITE OWNER . DETAILS ARE INCLUDED ON G & D SHEETS ( G & D- 200, G & D- 201, G & D- 202 , G & D- 203 , AND G & D-300 ) . NORTH , RANGE 64 m 20 . IF THE SEQUENCE OF CONSTRUCTION AND BMP INSTALLATION IS MODIFIED BY THE CONTRACTOR . THE SEEDING WELD COUNTY , CO 80218 CONTRACTOR SHALL SUBMIT TO THE ENGINEER THESE CORRECTIONS TO UPDATE THE GRADING , EROSION AND SEDIMENT CONTROL PLAN . THE SWMP DESIGNER SHALL UPDATE THE SWMP . THESE (40m4520 _ o)39 . SEEDING WILL BE DONE POST CONSTRUCTION AND ENCOMPASS THE ENTIRETY OF THE FENCED AREA, , 1 04 . 589 CHANGES SHALL BE APPROVED BY THE AHJ 30100 00 IMPLEMENTATION . SWALES, AND ANYWHERE SOIL IS DISTURBED INCLUDING 12 " BEYOND PERIMETER FENCE . 40 . SEEDING SHOULD BE PERFORMED WITH A NO -TILL SEED 00155 00 EQUIVALENT IN THE ARRAY AREA . INSPECTIONS AND MAINTENANCE OF EROSION & SEDIMENT CONTROL BMP ' S (TEMPORARY) : 41 . IN AREAS THAT CANNOT BE SEEDED WITH A DRILL, HAND SPREADING OR HYDROSEEDING MAY BE PERFORMED . 21 . THE DESIGNATED SWMP INSPECTOR SHALL INSPECT ALL DISCHARGE POINTS, DISTURBED AREAS, 42 . GRASS LINED SWALES SHOULD BE ROTOTILLED, SEEDED BY HAND, AND COVERED WITH A MULCH UNTIL MATERIAL STORAGE AREAS, STRUCTURAL CONTROLS AND CONSTRUCTION ENTRANCES/ EXITS IN SEED HAS GERMINATED AND SPROUTED . w ACCORDANCE WITH THE APPROVED SWMP . ALL OBSERVATIONS AND INCIDENTS OF NON - COMPLIANCE , OfI CORRECTIVE ACTIONS, AND MAINTENANCE SHALL BE RECORDED IN THE SWMP INSPECTION REPORT . ARRAY AREA SEED MIX : _' 22 . INSPECTIONS OF BMP ' S SHALL BE DOCUMENTED AND SIGNED BY THE CERTIFIED SWMP INSPECTOR AND 43 . ALL DISTURBED AREAS AND AREAS RECEIVING EXCESS SOIL ARE TO BE SEEDED PER SECTION z PROVIDED TO PROJECT MANAGEMENT AND CONTRACTOR . EC- 2 -TEMPORARY AND PERMANENT SEEDING (TS/ PS ) AND FOLLOW THE WELD COUNTY GUIDANCE PER o THE WELD COUNTY MS4 POLLUTION PREVENTION PLAN MANUAL . 0 PRELIMINARY 11 /06/24 0 23 . IF NMS INSPECTION REPORTS DO NOT IDENTIFY INCIDENCES OF NON -COMPLIANCE , THE NMS INSPECTION REPORT SHALL CONTAIN A CERTIFICATION THAT THE FACILITY IS IN COMPLIANCE WITH THE W. NO DESCRIPTION DATE 0� 44 . SEEDING WILL BE DONE POST CONSTRUCTION AND ENCOMPASS THE ENTIRETY OF THE FENCED AREA, Cn CGP AND THE SWMP . AND ANYWHERE SOIL IS DISTRIBUTED INCLUDING 10 ' BEYOND PERIMETER FENCE . w N sHEET TITLE: 24 . IF REQUIRED, MAINTENANCE OF BMP ' S SHALL BE CONDUCTED NOT CERTIFIED SWMP INSTALLER AND 45 . SEEDING SHOULD BE PERFORMED WITH A HYDROMULCHER OR EQUIVALENT IN THE ARRAY AREA . Iii SHALL OCCUR WITHIN 24 HOURS OF THE INSPECTION . I 25 . BMP ' S DETAILED IN THE EROSION AND SEDIMENT CONTROL PLAN ARE ONLY AN ESTIMATE OF WHAT DETAILED CIVIL SITE PLAN NEEDS TO BE IMPLEMENTED PRIOR TO AND DURING CONSTRUCTION . IF NMS INSPECTIONS IDENTIFY AREAS OF THE PROJECT SITE WHERE PROPERLY INSTALLED BMP ' S ARE NOT CONTROLLING FLOW OF SEDIMENT OFF -SITE , IT IS THE CONTRACTORS OBLIGATION TO IMPLEMENT COST EFFECTIVE/PRACTICAL BMP ' S WHILE GRADING AND CONSTRUCTION ACTIVITIES ARE OCCURRING . 26 . EROSION AND SEDIMENT CONTROL DRAWINGS ARE SUBJECT TO ADDITIONAL, NEW AND ALTERNATIVE PROJ . MGR . : SS PROD . ENGR . : SS DATE : 04/ 25/ 2023 BMP ' S WHEN REQUESTED OR APPROVED BY THE ENGINEER, CERTIFIED SWMP INSPECTOR, OR AHJ . DRAWN BY : SJ CHECKED NA : GB SCALE : AS SHOWN 0 27 . IT IS THE RESPONSIBILITY OF THE CERTIFIED SWMP INSPECTOR TO IDENTIFY ALL INCIDENTS OF DRAWING NO . NON - COMPLIANCE , CORRECTIVE ACTIONS, AND MAINTENANCE AND ENSURE THAT PROJECT H E ET 11 F 11 w MANAGEMENT IS ALERTED TO ALL ISSUES . S 28 . SEDIMENT SHALL BE REMOVED WITHIN 24 HOURS OF SEDIMENT REACHING 1/3 HEIGHT OF PERIMETER BMW . S - 11 29 . SEDIMENT TRACKED OFF- SITE FROM CONSTRUCTION TRAFFIC SHALL BE REMOVED FROM PAVED SURFACES WITHIN 24 HOURS OF DISCOVERY . Knowwh0AEAIOW. Call before you dig USE BY SPECIAL REVIEW = USR24 = 0002 SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 141 . 096 ACRES S 0 ` V I D A DESIGN + ENGINEERING DEVELOPMENT STANDARDS 1400 Shattuck Avenue, site 3 APN : 080130000038 1 . THE SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW PERMIT, USR24-0002 , IS FOR A MEDIUM SCALE SOLAR FACILITY (7 . 0 MWAC) IN THE AGRICULTURAL ZONE Berkeley, California 94709 APN : O8O129OOOO34 DISTRICT , AND IS SUBJECT TO THE DEVELOPMENT STANDARD STATED HEREON . 2 . APPROVAL OF THIS PLAN MAY CREATE A VESTED PROPERTY RIGHT PURSUANT TO SECTION OF THE WELD COUNTY CODE . 3 . NO PARCEL INCLUDED WITHIN THE USR PERMIT BOUNDARY SHALL BE CONVEYED OR LEASED SEPARATELY FROM ANY OTHER PARCEL WITHIN THE USR PERMIT BOUNDARY. 4 . THIS IS AN UNMANNED FACILITY. 5 . THE SITE SHALL BE MAINTAINED IN ACCORDANCE WITH THE APPROVED PROPERTY MAINTENANCE PLAN . 6 . THE SITE SHALL BE MAINTAINED IN ACCORDANCE WITH THE APPROVED DECOMMISSIONING PLAN ._ I-APN : O8O13OOOOO47 APN : O8O13O4OOOO5 7 . THE SITE SHALL BE MAINTAINED IN ACCORDANCE WITH THE APPROVED LANDSCAPE AND SCREENING PLAN . APN : 080130000025 8 . ALL SIGNS SHALL ADHERE TO CHAPTER 24 , CHAPTER 9 ; A SEPARATE PERMIT WILL BE REQUIRED . S _ ii Share 9 . NO OUTDOOR STORAGE OF ANY MATERIALS AND EQUIPMENT INCLUDING , BUT NOT LIMITED TO , SOLAR PANELS AND SUPPORT STRUCTURES NOT IN OPERATION WILL BE ALLOWED . APN : 080130300068 10 . NO EQUIPMENT ASSOCIATED WITH THE SOLAR FACILITY SHALL BE LOCATED NEARER THAN THIRTY (30) FEET TO THE BOUNDARY OF ADJACENT PROPERTIES , IRRIGATION DITCHES • APN : O8O129OOOO46 AND/OR RIGHTS-OF-WAY. 11 . SOURCES OF LIGHT SHALL BE SHIELDED SO THAT LIGHT RAYS WILL NOT SHINE DIRECTLY ONTO ADJACENT PROPERTIES WHERE SUCH WOULD CAUSE A NUISANCE OR INTERFERE C O M M U N I Y Y S CI L S R N N - - _ - _ USR BOUNDARY WITH THE USE ON THE ADJACENT PROPERTIES IN ACCORDANCE WITH THE PLAN . NEITHER THE DIRECT, NOR REFLECTED , LIGHT FROM ANY LIGHT SOURCE MAY CREATE A TRAFFIC HAZARD TO OPERATORS OF MOTOR VEHICLES ON PUBLIC OR PRIVATE STREETS . NO COLORED LIGHTS MAY BE USED , WHICH MAY BE CONFUSED WITH , OR CONSTRUED AS , TRAFFIC APN : 080130300066 APN : O8O13O4OOOO3 APN : 080129300001 CONTROL DEVICES . TOTAL 69 . 639 ACRES 12 . ALL LIQUID AND SOLID WASTES (AS DEFINED IN THE SOLID WASTES DISPOSAL SITES AND FACILITIES ACT, C . R . S . (30-20- 100 . 5) SHALL BE STORED AND REMOVED FOR FINAL DISPOSAL 1724 GILPIN STREET , APN : 080130000023 IN A MANNER THAT PROTECT AGAINST SURFACE AND GROUNDWATER CONTAMINATION . DENVER , CO 8021 H 13 . NO PERMANENT DISPOSAL OF WASTES SHALL BE PERMITTED AT THIS SITE . THIS IS NOT MEANT TO INCLUDE THOSE WASTES SPECIFICALLY EXCLUDED FROM THE DEFINITION OF A APN : 080130300067 SOLID WASTES DISPOSAL SITES AND FACILITIES ACT , C . R . S . 30-20- 100 . 5 . PV SOLAR PROJECT APN : O8O1293OOOO7 14 . WASTE MATERIALS SHALL BE HANDLED , STORED , AND DISPOSED OF IN A MANNER THAT CONTROL FUGITIVE DUST , FUGITIVE PARTICULATE EMISSION , BLOWING DEBRIS , LOCATION - 28 . 05 ACRES AND OTHER POTENTIAL NUISANCE CONDITIONS . THE FACILITY SHALL OPERATE IN ACCORDANCE WITH CHAPTER 14 , ARTICLE I , OF THE WELD COUNTY CODE . ( 1221962SQ FEET) 15 . FUGITIVE DUST SHOULD ATTEMPT TO BE CONFINED ON THE PROPERTY . USES ON THE PROPERTY SHOULD COMPLY WITH THE COLORADO AIR QUALITY COMMISSION ' S APN : 080130300061 AIR QUALITY REGULATIONS . 16 . THE OPERATION SHALL COMPLY WITH ALL APPLICABLE RULES AND REGULATIONS OF STATE AND FEDERAL AGENCIES AND THE WELD COUNTY CODE .. .. .. USR BOUNDARY 17 . THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR CONTROLLING NOXIOUS WEEDS ON THE SITE , PURSUANT TO CHAPTER 15 , ARTICLES I AND II , OF APN : 080130400002 THE WELD COUNTY CODE . TOTAL 71 . 457 ACRES 18 . THE ACCESS TO THE SITE SHALL BE MAINTAINED TO MITIGATE ANY IMPACTS TO THE PUBLIC ROAD , INCLUDING DAMAGES AND/OR OFF-SITE TRACKING . APN : 080129300006 19 . THERE SHALL BE NO PARKING OR STAGING OF VEHICLES ON PUBLIC ROADS . ON SITE PARKING SHALL BE UTILIZED . 20 . ANY WORK THAT MAY OCCUPY AND/OR ENCROACH UPON ANY COUNTY RIGHTS-OF-WAY OR EASEMENT SHALL ACQUIRE AN APPROVED RIGHT-OF-WAY USE PERMIT PRIOR TO COMMENCEMENT . Si . THE PROPERTY OWNER SHALL COMPLY WITH ALL REQUIREMENTS PROVIDED IN THE EXECUTED ROAD MAINTENANCE AGREEMENT . WCR 64 APN : 080132000016 22 . THE HISTORICAL FLOW PATTERNS AND RUN -OFF AMOUNTS ON THE SITE WILL BE MAINTAINED . 23 . BUILDING PERMITS MAY BE REQUIRED , PER SECTION 29-3- 10 OF THE WELD COUNTY CODE . CURRENTLY , THE FOLLOWING HAVE BEEN ADOPTED BY WELD COUNTY : 2018 APN : 080130300065 APN : 080130400001 O INTERNATIONAL CODES , 2006 INTERNATIONAL ENERGY CODE , +96 2017 NATIONAL ELECTRICAL CODE . A BUILDING PERMIT APPLICATION MUST BE COMPLETED AND W TWO (2) COMPLETE SETS OF ENGINEERED PLANS BEARING THE WET STAMP OF A COLORADO REGISTERED ARCHITECT OR ENGINEER MUST BE SUBMITTED FOR REVIEW . APN : 080130300066 A GEOTECHNICAL ENGINEERING REPORT PERFORMED BY A COLORADO REGISTERED ENGINEER SHALL BE REQUIRED OR AN OPEN HOLE INSPECTION . GOLDFINCH 24 . THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE DESIGN AND OPERATION STANDARDS OF CHAPTER 23 OF THE WELD APN : 0001 51 OOOO44 APN : O8O132OOOO17 COUNTY CODE . SOLAR LLC 25 . NECESSARY PERSONNEL FROM THE WELD COUNTY DEPARTMENTS OF PLANNING SERVICES , PUBLIC WORKS , AND PUBLIC HEALTH AND ENVIRONMENT SHALL BE GRANTED ACCESS ONTO THE PROPERTY WITH NOTICE TO THE FACILITY OPERATOR AND/OR PROPERTY OWNER AT ANY REASONABLE TIME IN ORDER TO ENSURE THE APN : O8O131OOOO42 ACTIVITIES CARRIED OUT ON THE PROPERTY COMPLY WITH THE CONDITION OF APPROVAL AND DEVELOPMENT STANDARDS STATED HEREIN AND ALL APPLICABLE WELD COUNTY REGULATIONS . 26 . THE USE BY SPECIAL REVIEW AREA SHALL BE LIMITED TO THE PLANS SHOWN HEREON AND GOVERNED BY THE FOREGOING STANDARDS AND ALL APPLICABLE WELD 7 . 0 MWAC COUNTY REGULATIONS . SUBSTANTIAL CHANGES FROM THE PLANS OR DEVELOPMENT STANDARDS , AS SHOWN OR STATED , SHALL REQUIRE THE APPROVAL 00 +9 1 VICINITY MAP AMENDMENT OF THE PERMIT BY THE WELD COUNTY BOARD OF COUNTY COMMISSIONERS BEFORE SUCH CHANGES FROM THE PLANS OR DEVELOPMENT STANDARDS cIDARE PERMITTED . ANY OTHER CHANGES SHALL BE FILED IN THE OFFICE OF THE DEPARTMENT OF PLANNING SERVICES . 7 . 1 MWDC 1 -500 0 250 500 � 000 N 27 . THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL THE FOREGOING DEVELOPMENT STANDARDS . NONCOMPLIANCE WITH ANY OF THE FOREGOING DEVELOPMENT STANDARDS MAY BE REASON FOR REVOCATION OF THE PERMIT APPROVAL AND REVOCATION BY WELD COUNTY PLANNING SOLAR P ROJECT COMMISSION . BOARD OF COUNTY COMMISSIONERS MAY HAVE THEIR OWN SEPARATE PROCESS . COMPLIANCE IS THE RESPONSIBILITY OF THE LAND OWNER . CONTACT INFORMATION BOARD OF COUNTY COMMISSIONERS CERTIFICATION 28 . RIGHT TO EXTRACT MINERAL RESOURCES STATEMENT : WELD COUNTY HAS SOME OF THE MOST ABUNDANT MINERAL RESOURCES , INCLUDING , BUT NOT LIMITED TO , SAND AND GRAVEL , OIL, NATURAL GAS , AND COAL . UNDER TITLE 34 , OF THE COLORADO REVISED STATUTES , MINERALS ARE VITAL RESOURCES BECAUSE (A) THE STATE 'S COMMERCIAL MINERAL DEPOSITS ARE ESSENTIAL TO THE STATE' S ECONOMY, (B) THE POPULOUS COUNTIES OF THE STATE FACE A CRITICAL SHORTAGE OF SUCH DEPOSITS , AND (C) SUCH DEPOSITS SHOULD BE EXTRACTED ACCORDING TO A RATIONAL PLAN , CALCULATED TO AVOID WASTE OF SUCH DEPOSITS AND CAUSE APPLICANT : NAME ADDRESS THIS IS TO CERTIFY THAT THE BOARDS OF COUNTY COMMISSIONERS , WELD THE LEAST PRACTICABLE DISRUPTION OF THE ECOLOGY AND QUALITY OF LIFE OF THE CITIZENS OF THE POPULOUS COUNTIES OF THE STATE MINERAL RESOURCES Q COUNTY, COLORADO , DOES HEREBY AND CONFIRM AND ADOPT THIS SITE LOCATIONS ARE WIDESPREAD THROUGHOUT THE COUNTY AND PERSONS MOVING INTO THESE AREA MUST RECOGNIZE THE VARIOUS IMPACTS ASSOCIATED WITH THIS PHONE NUMBER ___________ LICENSE NUMBER ____________________ SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW AND DEVELOPMENT DEVELOPMENT . OFTENTIMES , MINERAL RESOURCES ARE PROTECTED PROPERTY RIGHTS AND MINERAL OWNERS SHOULD 66 +0006666 THE OPPORTUNITY TO N STANDARDS AS SHOWN AND DESCRIBED HEREON THIS DAY Of CONSULTANT : NAME ADDRESS OF , 20 EXTRACT THE MINERAL RESOURCES . 1 , 1 a- 29 . THE WELD COUNTY RIGHT TO FARM STATEMENT , AS IT APPEARS IN SECTIONS 22-2-20J . 2 OF THE WELD COUNTY CODE , SHALL BE PLACED ON THE MAP AND SECTION 30 , TOWNSHIP 6 PHONE NUMBER LICENSE NUMBER RECOGNIZED AT ALL TIMES . CHAIR , BOARD OF COUNTY COMMISSIONERS 30 . PRIOR TO THE RELEASE OF BUILDING PERMITS , THE APPLICANT SHALL BE REQUIRED TO SUBMIT A COMPLETE ACCESS APPLICATION FOR A COMMERCIAL ACCESS AS NORTH , RANGE 64 STATEMENT : SHOWN ON THIS PLAN . m --------------------------------------------------------------------------- --------- WELD COUNTY CO 80218 SIGNATURE : ATTEST : COMMUNITY DEVELOPMENT DIRECTOR WELD COUNTY CLERK TO THE BOARD WELD COUNTY IS ONE OF THE MOST PRODUCTIVE AGRICULTURAL COUNTIES IN THE UNITED STATES , TYPICALLY RANKING IN THE TOP TEN COUNTIES IN THE COUNTRY IN O o �, --------------- -------- TOTAL MARKET VALUE OF AGRICULTURAL PRODUCTS SOLD . THE RURAL AREAS OF WELD COUNTY MAY BE OPEN AND SPACIOUS , BUT THEY ARE INTENSIVELY USED FOR (40 . 452 , - 1 04 . 589 ) w ENGINEERING DEVELOPMENT REVIEW MANAGER BY: DATED : AGRICULTURAL . PERSONS MOVING INTO A RURAL AREA MUST RECOGNIZE AND ACCEPT THERE ARE DRAWBACKS , INCLUDING CONFLICTS WITH LONG -STANDING ---- -------------� DEPUTY CLERK TO THE BOARD v, AGRICULTURAL PRACTICES AND A LOWER LEVEL OF SERVICES THAN IN TOWN . ALONG WITH THE DRAWBACKS COME THE INCENTIVES WHICH ATTRACT URBAN DWELLERS PLANNING COMMISSION TO RELOCATE TO RURAL AREA : OPEN VIEWS , SPACIOUSNESS , WILDLIFE , LACK OF CITY NOISE AND CONGESTION AND THE RURAL ATMOSPHERE AND WAY OF LIFE WITHOUT -------------------------- DRAWING INDEX NEIGHBORING FARMS , THOSE FEATURES WHICH ATTRACT URBAN DWELLERS TO RURAL WELD COUNTY WOULD QUICKLY BE GONE FOREVER . LANDSCAPE ARCHITECT SHEET NUMBER SHEET TITLE AGRICULTURAL USERS OF LAND SHOULD NOT BE EXPECTED TO CHANGE THEIR LONG ESTABLISHED AGRICULTURAL PRACTICES TO ACCOMMODATE THE INTRUSIONS OF I ENGINEER SHEET- 1 OF 11 COVER SHEET URBAN USERS INTO A RURAL AREA . WELL- RUN AGRICULTURAL ACTIVITIES WILL GENERATE OFF SITE IMPACTS , INCLUDING NOISE FROM TRACTORS AND EQUIPMENT ; SLOW OfI DATE : SHEET-2 OF 11 PARCEL MAP MOVING FARM VEHICLES ON RURAL SOARS ; DUST FROM ANIMAL PENS , FIELD WORK, HARVEST AND GRAVEL ROADS ; ODOR FROM ANIMAL CONFINEMENT , SILAGE AND -------- MANURE ; SMOKE FROM DITCH BURNING ; FLIES AND MOSQUITOES ; HUNTING AND TRAPPING ACTIVITIES ; SHOOTING SPORTS , LEGAL HAZING OF NUISANCE WILDLIFE ; AND _I SHEET-3 OF 11 GENERAL SITE PLAN THE USE OF PESTICIDES AND FERTILIZERS IN THE FIELDS , INCLUDING THE USE OF AERIAL SPRAYING . IT IS COMMON PRACTICE FOR AGRICULTURAL PRODUCERS TO UTILIZE PLANNING COMMISSION CERTIFICATION SHEET-4 OF 11 SECTIONS & DETAILS AN ACCUMULATION OF AGRICULTURAL MACHINERY AND SUPPLIES TO ASSIST IN THEIR AGRICULTURAL OPERATIONS . A CONCENTRATIONS OF MISCELLANEOUS z I , SHEET-5 OF 11 FENCING PLAN AGRICULTURAL MATERIALS OFTEN PRODUCES A VISUAL DISPARITY BETWEEN RURAL AND URBAN AREAS OF THE COUNTY . SECTION35-3 . 5- 102 , C . R . S . PROVIDES THAT AN 0 PRELIMINARY O9/25/24 THIS IS TO CERTIFY THAT THE WELD COUNTY PLANNING COMMISSION HAS CERTIFIED AND DOES SHEET-6 OF 11 LANDSCAPE PLAN AGRICULTURAL OPERATIONS SHALL NOT BE FOUND TO BE A PUBLIC OR PRIVATE NUISANCE IF THE AGRICULTURAL OPERATION ALLEGED TO BE A NUISANCE EMPLOYS Of HEREBY RECOMMEND TO THE BOARD OF COUNTY COMMISSIONERS , WELD COUNTY COLORADO , METHOD OR PRACTICES THAT ARE COMMONLY OR REASONABLY ASSOCIATED WITH AGRICULTURAL PRODUCTIONS . REV. NO DESCRIPTION DATE cn SHEET-7 OF 11 SIGNS �I FOR ITS CONFIRMATION , APPROVAL AND ADOPTION THIS SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW AS SHOWN AND DESCRIBED HEREON SHEET-8 OF 11 CIVIL NOTES WATER HAS BEEN AND CONTINUES TO BE , THE LIFELINE FOR THE AGRICULTURAL COMMUNITY . IT IS UNREALISTIC TO ASSUME THAT DITCHES AND RESERVOIRS MAY SIMPLY Cn THIS DAY OF , 20 SHEET-9 OF 11 OVERALL CIVIL SITE PLAN BE MOVED "OUT OF THE WAY" OF RESIDENTIAL DEVELOPMENT . WHEN MOVING TO THE COUNTY , PROPERTY OWNER AND RESIDENTS MUST REALIZE THEY CANNOT TAKE SHEET TITLE: w WATER FROM IRRIGATION DITCHES , LAKES OR OTHER STRUCTURES , UNLESS THEY HAVE AN ADJUDICATED RIGHT TO THE WATER . SHEET- 10 OF 11 DETAILED CIVIL SITE PLAN CHAIR , WELD COUNTY PLANNING COMMISSION SHEET- 11 OF 11 EROSION AND SEDIMENT CONTROL NOTES WELD COUNTY COVERS A LAND +66+ 00 APPROXIMATELY FOUR THOUSAND (4 , 000) SQUARE MILES IN SIZE (TWICE THE SIZE OF THE STATE OF DELAWARE) WITH MORE THAN THREE THOUSAND (3 , 700) MILES OF STATES AND COUNTY ROADS OUTSIDE OF MUNICIPALITIES . THE SHEER MAGNITUDE OF THE AREA TO BE SERVED STRETCHES COVER SHEET AVAILABLE RESOURCES . LAW ENFORCEMENT IS BASED ON RESPONSES TO COMPLAINT MORE THAN ON PATROLS OF THE COUNTY , AND THE DISTANCES WHICH MUST BE TRAVELED MAY DELAY ALL EMERGENCY RESPONSES , INCLUDING LAW ENFORCEMENT , AMBULANCE AND FIRE . FIRE PROTECTION IS USUALLY PROVIDED BY VOLUNTEERS PROPERTY OWNERS CERTIFICATION WHO MUST LEAVE THEIR JOBS AND FAMILIES TO RESPOND TO EMERGENCIES COUNTY GRAVEL ROADS , NO MATTER HOW OFTEN THEY ARE BLADED , WILL NOT PROVIDES m THE SAME KIND OF SURFACES EXPECTED FROM A PAVED ROAD . SNOW REMOVAL PRIORITIES MEAN THAT ROADS FROM SUBDIVISIONS TO ARTERIALS MAY NOT BE CLEARED THE UNDERSIGNED PROPERTY OWNER (S) DO (ES) HEREBY AGREE TO THE SITE SPECIFIC FOR SEVERAL DAYS AFTER A MAJOR SNOWSTORM . SERVICES IN RURAL AREAS , IN MANY CASES , WILL NOT BE EQUIVALENT TO MUNICIPAL SERVICES . RURAL DWELLERS PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 04/ 25/ 2023 MUST , BY NECESSITY , BE MORE SELF-SUFFICIENT THAN URBAN DWELLERS . DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW DEVELOPMENT STANDARDS AS DESCRIBED HEREON THIS DAY OF 20 DRAWN BY : SJ CHECKED BY : GB SCALE : AS SHOWN or PEOPLE AREA EXPOSED TO DIFFERENT HAZARDS IN THE COUNTY THAN IN AN URBAN OR SUB- URBAN SETTING . FARM EQUIPMENT AND OIL FIELD EQUIPMENT , PONDS AND IRRIGATION DITCHES , ELECTRICAL POWER FOR PUMPS AND CENTER PIVOT OPERATIONS , HIGH SPEED TRAFFIC , SAND BURS , PUNCTURE VINES , TERRITORIAL FARM DOGS DRAWING NT . NAME OF PROPERTY OWNER NAME OF PROPERTY OWNER AND LIVESTOCK AND OPEN BURNING PRESENT REAL THREATS . CONTROLLING CHILDREN 'S ACTIVITIES IS IMPORTANT , NOT ONLY FOR THEIR SAFETY , BUT ALSO FOR THE H E E T 1 F 11 w PROTECTION OF THE FARMER ' S LIVELIHOOD . S O 0 or ( S � 1 USE BY SPECIAL REVIEW = USR24 = 0002 SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 141 . 096 ACRES S 0 ` V I D A DESIGN + ENGINEERING 1400 Shattuck Avenue, Suite 3 APN : 080130000038 Berkeley, California 94 70 9 APN : 080129000034 USE BY SPECIAL REVIEW STANDARD NOTES : 1 . FAILURE TO OBTAIN A BUILDING PERMIT WITHIN TWELVE ( 12) MONTHS AFTER THE DATE OF USE BY SPECIAL REVIEW APPROVAL SHALL CAUSE THE UNBUILT PORTION OF THIS USE BY SPECIAL REVIEW TO BE NULL AND VOID , UNLESS AND APN : 080130400005 EXCEPTION WAS GRANTED . APN : 080130000025 APN : 080130000047 • • nShare 2 . APPROVAL OF SITE CONSTRUCTION PLANS BY THE WELD COUNTY SHALL BE REQUIRED (AS APPLICABLE) PRIOR TO APN : 080130300068 APN : 080129000046 ISSUANCE OF BUILDING PERMITS . N N - __- _ - _ • • fQMMUNI1Y SCILAR USR BOUNDARY 3 . FOR AN EXPANSION OF THE USE IN FUTURE PHASES , THE APPLICANTS SHALL SUBMIT A SEPARATE USE BY SPECIAL APN : 080130400003 REVIEW , WHICH MUST BE APPROVED PRIOR TO ISSUANCE OF A BUILDING PERMIT . APN : 080130300066 TOTAL 69 . 639 ACRES APN : 080129300001 1724 GILPIN STREET , APN : 080130000023 4 . SIGNAGE SHOWN ON THIS PLAN IS FOR ILLUSTRATIVE PURPOSES ONLY . A SEPARATE SIGN PERMIT SHALL BE DENVER , CO STREET , APN : 080130300067 SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL . PV SOLAR PROJECT APN : 080129300007 5 . ALL EXISTING AND PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND . LOCATION - 28 . 05 ACRES ( 1221962SO FEET) APN : 080130300061 6 . NO BUILDING PERMIT SHALL BE ISSUED FOR THE CONSTRUCTION OF A NEW BUILDING OR STRUCTURE UNLESS THE USR BOUNDARY PROPERTY HAS BEEN PLATTED IN ACCORDANCE WITH THE CITY' S SUBDIVISION REGULATIONS (CHAPTER 3) . APN : 080130400002 TOTAL 71 . 457 ACRES 7 . ALL ELEVATIONS SHOWN ON THESE PLANS ARE TIED TO NAVD 88 DATUM . APN : 080129300006 8 . ALL REQUIRED APPROVALS AND COPIES OF EXECUTED EASEMENTS , SUCH AS TEMPORARY CONSTRUCTION EASEMENTS , PERMANENT MAINTENANCE EASEMENTS , CROSS ACCESS EASEMENTS , OR CROSS- PARKING EASEMENTS APN : 080132000016 SHALL BE PROVIDED TO THE CITY PRIOR TO APPROVAL OF THE USE BY SPECIAL REVIEW AND CIVIL CONSTRUCTION WCR 64 PLANS . APN : 080130300065 APN : 080130400001 U kA U APN : 080130300066 A_ GOLDFINCH APN : 080131000044 APN : 080132000017 SOLAR LLC APN : 080131000042 7 . 0 MWAC 1 VICINITY MAP s-2 1 =500' 0 250' 500' 1000' END 7 . 1 MWDC SOLAR PROJECT 0) x 0 N U Q W or F Of III SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WELD COUNTY , CO 80218 (40 . 452 ° , - 104 . 589 °) N_ 01 3 A W Cl 0) U z LL 0 PRELIMINARY 09/25/24 0 or REV. NO DESCRIPTION DATE III SHEET TITLE: Ii J II PARCEL MAP A PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 04/ 25/ 2023 NO DRAWN BY : SJ CHECKED BY : GB SCALE : AS SHOWN N DRAWING NO . NO w HEET2OF11 S S - 2 USE BY SPECIAL REVIEW - USR24 = 0002 SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 141 . 096 ACRES S 0 ` V I D A DESIGN + ENGINEERING PV SYSTEM DESCRIPTION SITE DATA 1400 Shattuck Avenue, Suite 3 UNPLATTED TOTAL MWDC 7 " 17 DESCRIPTION Berkeley, California 94709 OWNER : DCP MIDSTREAM LP � TOTAL MWAC 7 . 00 ZONING AGRICULTURAL PARCEL NO , 080130000038 & 080130000037 I SO-AO RATIO 1 . 02 PRIMARY LAND USE AGRICULTURAL ( N ) FENCED PRIVACY SLATS MODULE MANUFACTURER CANADIAN SOLAR ACCESSORY LAND USE OIL AND GAS PRODUCTION 1023 NORTH LINE OF CARSON PROPERTY MODULE MODEL CS7N -695TB -AG SITE AREA II111 , G REQUIRED PROVIDED _ _ _ _ _ __ _ - - MODULE WATT 695 BUILDING COVERAGE N /A N /A • • iC i � / / _ - - - J _ - - - - - / - c -/ cC C/ 7\ ` \ \\ \ ' / i ` 18" CMP . CENTER DUARTE C RNER ____- _ - - _ r _ z =-z �,s_==' _=z g=^r- 8„ STEEL'S - - \ - - - - - - - - _ - _ _ - - - NV.468INTO - MODULE COUNT 10 319 • SECTION 30. TEN R 4W zViNV.4680.8' z - POINT OF COMMENCEMENT / IS _ nShare CALCULATED POS TID -. N B°57.26 '• E 2640. 19' :z- -___ - 48 COT i2" CMP . DRIVE PARKING AND •- _ _ _ _ _ _ -.- - _ - _ _ ' EAST WARTER CORNER - " , f - - -- - - -- - ------- ------------------ -' " DID NOT FIND Oft SE ;_ _ _ _ _ _ = _ _ _ _ _ _ - _ _ _ = a 48" CMP TOP: 4679.2' _ _ INV.4686.1' ",- _ _ _ - 'TOP: 4679.3' , ` - -�- \ IB� SECTION 30. BAR RIT W / / _ _ _ _ _ _ _ _ _ _ _ �_ _ _ I - -� "` 325"DALUM. CAP ST10855 _ _ _ MAXIMUM DC VOLTAGE 1 , 500 WALKS N /A N /A G - _ O�rn.z CCC' llnlwnnu !/' _ SITE BENCHMARK _ 18" CMP C 0 M M U N I ' Y SO LA R 0 - — _ /:e, •/ ai,. 08A/ OCNNCB.f An'o/ VVI VNit7 — — — — CP98 — COT y4 REBAR " N = — __-_—__-a— _ " z — — — —� — ` G NV.4686.4 MODULES PER STRING 17 OPEN SPACE 10 % • N 1410941 .29 - .� G E 3255138.20 G N A G74 24 3s„ �N G - - - - / G G ELEV: 4682.5' w >236i` - - SIEI =TOF:4678.9' I INVERTER CHINT POWER NORTH LINE OF CARSON PROPERTY MANUFACTURER SYSTEMS 1724 GILPIN LPI N PROVIDED 84 ff : - 18` RCP • SURVE t 48 CMP oa9.1' 1 > — (SVRVf,• 20" CMP 20" CMP � INV.4664.9' � � 55 ` TOP: 4678.9' i PARKING REQUIRED 18" RCP I RCP CONCRETE DITCH ' I r/E� IN TV" INV.4664.0' 'C n 'N \ 49 E-G 1 FOUND (,4 REBAR /02.4662.9' - _I 000T.1 'l __ ( I 1 - " �'° /NE EASEMENT Gl R/OV) WAY - - �- - - - - - / 16 58 24" CMP NFL 1 t - '� \ \ - - I S � 5 _. \ /NV.4666.3'/O 4482078 / - - - - STREET , INVERTER MODEL CPS SCA60KTL STANDARD SPACES 6 /A 6 /A _ _ _ _ \ INV.4666.0' � \ , \ - - - - INVERTER COUNT 116 COMPACT SPACES N /A N /A DENVER , CO 80218 - $ 188+ , MI�siREg1066 . 472 - - - - - V V V° ' ' ' I ` - �� '� , i 50 ' PIPELINE EASEMENT & RIGHT-OF-WAY GRANT SINGLE AXIS ADA SPACES N /A N /A B B 1 •• s ' ' ' ' 25 ' . \ ( E) GAS LINE C MODULE MOUNTING Inc \ - ' REC . NO . 4482073 TRACKER LOADING SPACES N /A N /A � / � �\ 1 MOUNTING I I 1 °8V � / CONFIGURATION 1 HIGH BICYCLE N /A N /A l I \ 27 I J ' �� NGL \ PROJECT AREA 28 . 05 ACRES T ( N) TRANSFORMER ' V TALL GRASS 80' LoC77407-WA SETBACKS REQUIRED PROVIDED 0 • I �� \ \ , � 11 NO 9738 / DISTURBED AREA 1 . 04 ACRES , , z_ I 77V \� VJ FRONT 25 > 25 o \V LEGEND SIDE 25 ' > 25 ' w \ 4, 6 000 \ 7C' 717712V7 747712775 w r I / 6' "C 27\ \ REF ND�f417e+.4O 6- W I C 51 I � 85 MODULE TRACKER ROW ( 104) w o 2 - % C 7 `� 30 ' 'RIG-HT- F-WAY GRANT REAR 25 > 25 51 MODULE TRACKER ROW (29) S- 5 R MND 3T7Lt939 - f �\ \j REC . N0 4519738 II CORNER 25 ' > 25 ' \ SUBJECT AREA Nvaes2i \ ® / O \ O PROPERTY LINE PARKING 25 ' > 25 ' T ••\= o ( N) EQUIPMENT PAD I _ \ \ \ \ U r \ \ \ \ \ \ - - - - - - - - - - EASEMENT BUILDING DESIGN Q O 26 I III , , \ 50 ' PIPELINE EASEMENT ELEMENTS REQUIRED PROVIDED•to z ❑C z , , \ \ '- 7'- REC . NO . 4427540 FLOOR AREA RATIO 50' PIP EEA. MENT R,�HT Y \ \ \ \ -COIC000CCOITC200TE EQUIPMENTRACK - SAT GOLDFINCH \ I I I R CN¢ 472977 \Wv ( N ) INVERTER (TYP . ) o I o9 _ �, - \ \ \ \ 20' ACCESSROAD ( COMMERCIALPROJECTS N /A N /A❑C I o i. � / \ \ \ \ \ \ o 0TEMPORARY PARKING ONLY) N ' , , �I ' ' ' ' 8 52 \ \ \ \ \ \ \ A w DENSITY ( RESIDENTIAL O SOLAR LLC A I 1 , ' I p - \ \ \ \ \ - m (D PROJECTS ONLY ) N A N A O FIELD / DITCH ROAD \ I I 1 ' 1 ( \ \ \ Q II A ' \ � \ VV W MAXIMUM BUILDING z o I ' \ \ \ N «.n N /A N /A �� II I , B \ \ � I 5 o Y HEIGHT O /7'C//O _ _ 7 7 . 0 MWAC F;ry R;rn Lnd, li,,,h. TRANSPARENCY N /A N /A I O \ 0 0 linen C,. /C///a/NNN / \ 122' I I V m \ , , / _ \ o w o HOURS OF OPERATION N /A N /A CENTER PIVOT _ _ _ _ _ W 7 . 1 MWDC C \ \ % 1 ' I I ` 3 \ ` I I I WOW O 000 NUMBER OF EMPLOYEES N /A N /A , , ' ^ - PROPERTY LINE ( rYP . ) I w SOLAR PROJECT 1 / li 4 OTHER USE SPECIFIC N /A 6 /A ' / 7I ' , / L - INFORMATIONCO 1 / V) / / L /r- 777001YG/M/TC FG A / / / ` JO' R/GY/T-OF-WAYPERrL� C�(SEE PLATNOTE3J / / ' Il AD 0700107 REPORT 7 /320 2 C / , / ^ B ^ BOARD OF 7007/ 0002277/7070700000770707 1S w •JL \ 1 / , E w (� I Cl ` , O I / ' ' ' I / 1, ` 1 I COM Q GATE REFER TO ,III , , / , w DETAIL 1 /S-6 1 -" IliI \ 141 .1 // ` O N 0 I ' T " " f SOIL TYPE LINE U o I II , / / / // / / / , / S2S64 5.90 T.BN., R.B4,I. II SECTION 30 , TOWNSHIP 6 / „ / / RE ,Y01 � / IC nrn Gmun../.-,n/in AT.ue — W Q 1, , , //�/ / / Pui<r/.Nn. (/h'I,L/!F!/NKXI_' // „ / I ( 1 01 o ) Co o NORTH , RANGE 64 L3 FOUND Q4 REBAR WITH 0 � _ TEMPORARY PARKING m Q] 1" ORANGE PLASTIC CAP LS38307 7 / V WELD COUNTY , C O 89218 , DURING CONSTRUCTION (48 . 452 ° , - 104 . 589 °) I.rj FIELD / DITCH ROAD FOUND q4 REBAR WITH \ I - 7 -----V / 1 " YELLOW PLASTIC CAP LS4892 - N / V r I / 1 YELLOWPNONEASTC CAP/14 ALS4892 - :n C// ' I / 1 1 \ 20'• / FOUND M4 REBAR 0TH / I / 1" YELLOW PLASTIC CAP 202092 I ( I / / / I I ________a- C / 7 I Ln. r RC Rn/ 7 \ 5 I On Fine/ hi,,.'(vYll "waNKR,ue > I � I Lj FOUND 02 REBAR 00 \ 1" YELLOW PLASTIC CA ® J / / \ FOUND /14 REBAR WITH / \ \ SOUTHEAST CORNER i' ORANGE PLASTIC CAP LS38307 SECTION 30. TEN, R64W V FOUND I REBAR WITH 40' R/OHT-OF-WAYRER FOUND #6 REBAR WITH 2.5 1" YELLOW PLASTICC CAP 102001 ROAD 000070770/ 700/535 ALUMINUM CAP LS 20671 040707070/770107007070002707077 / F COUNTY CQIfM/SS/QNE07RS 906SY T2 PACE 73 __ __(, SOUTH QUARTER CORNER FOUND 02 REBAR WITH z SECTION 30, TEN, R64W 1' YELLOW PLASTIC CAP LS4892 FOUND 2.5" ALUMINUM PIPE WITH - - - 3.25" ALUMINUM CAP LS 10855 -� #4 REBAR- -/.-. - - - - - - - -- - - ---- - - - - .1 J _ _ - - S 88°38 49 S 26 .08 o COUNTY ROAD 64 0 PRELIMINARY 09/25/24 CD CONTOUR REV. NO DESCRIPTION DATE 2 LINE (TYP . ) wi \ C � � SITE ENTRANCE S-4 SHEET TITLE : w Ii 1 GENERAL SITE PLAN GENERAL SITE E3 I I 0 1 - 200 0 100' 200' 400' ELAN H m NUMBER SOIL TYPES ID SIGNAGE PROJ . MGR . : SS PROD . ENGR . : SS DATE : 04/ 25/ 2023 N 1 ALTVAN LOAM , 0 TO 1 PERCENT SLOPES �A PROJECT OPERATOR DRAWN BY : SJ CHECKED BY : GB SCALE : AS SHOWN 26 HAVERSON LOAM , 1 TO 3 PERCENT SLOPES © HIGH VOLTAGE WARNING SIGNAGE DRAWING TO , 41 NUNN CLAY LOAM , 0 TO 1 PERCENT SLOPES © PROJECT LOCATION 51 OTEEO SANDY LOAM , 1 TO 3 PERCENT SLOPES S H E E T - 3 0 F 1 1 Q 52 OTEEO SANDY LOAM , 3 TO 5 PERCENT SLOPES 0 IMPORT DATA FROM S 3 U . S . D .A . NATURAL RESOURCES CONSERVATION SERVICE WELD COUNTY, COLORADO USE BY SPECIAL REVIEW - USR24 = 0002 SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . -- COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 141 . 096 ACRES S 0 ` V I D A DESIGN + ENGINEERING 1400 Shattuck Avenue, Suite 3 Berkeley, California 94 70 9 DIMENSIONS FEET METER 0 7 . 90 2 . 40 MODULE WIDTH Y 17 . 20 5 . 24 AISLE WIDTH AGGREGATE BASE ROAD TO BE COMPACTED 00 85% AND SHALL BE CAPABLE OF SUPPORTING 75 , 000 LOS . Z 25 . 00 7 . 62 PITCH • A . 20 ' -011 )°( SunShare . . Z . . • • EOMMSNIDD SOLAR 4 6" J4 a 4 4 4 , Q a � 4 - a J 4 a 4 a 4 11x11 u�/u 1724 GILPIN STREET , GRADE LEVEL DENVER , CO 80218 1 ACCESS 0000 (008 . ) S-4 NTS \ / //( o o � \ 1k 58° // / 8 ' 0 " ( MAX . ) 4 ' 0 " NOTE : CONTENTS ON SIGN MAY CHANGE SUBJECT TO FINAL DESIGN _ ( MIN . ) 12 ' -0 " GOLDFINCH GOLDFINCH SOLAR LLC SOLAR LLC 4 ' o" PHOTOVOLTAIC POWER PLANT 6' - 0" SUNSHARE COMMUNITY SOLAR 7 . 0 MWAC GROUND LEVEL 7 . 1 MWDC 3 PV SOLAR TRACKER ELEVATIONS SO LAR P ROJ ECT Q S-4 NTS ro X U 2 ENTRANCE SIGN BOARD Of Q S% NTS III N_ Of SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WELD COUNTY , CO 80218 (40 . 452 ° , - 104 . 589 °) N_ Ui 01 3 W U- I U z LL 0 0 PRELIMINARY 09/25/24 0 "l REV. NO DESCRIPTION DATE Ui w I SHEET TITLE : Ii II SECTION & DETAILS PROD . MGR . : SS PROJ . ENGR . : SS DATE : 04/ 25 /2023 N DRAWN BY : SJ CHECKED BY : GB SCALE : AS SHOWN 0 N DRAWING NO . w O HEET4 F11 S S - 4 USE BY SPECIAL REVIEW = USR24 = 0002 SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 141 . 096 ACRES ,S 0 ` V I D A DESIGN + ENGINEERING 1400 Shattuck Avenue, Suite 3 Berkeley, California 94 70 9 24 . 0 ' (TYP . ) FENCE INSTALLATION NOTES : WOOD GATE POST TUBE STEEL FRAME 1 . FENCE TO BE INSTALLED IN GENERAL ACCORDANCE WITH ASTM F567 . LOCAL FENCE CONTRACTOR TO ALTER ASTM TBD DIA. MIN (TYP . ) F567 REQUIREMENTS TO MEET SITE SPECIFIC CONDITIONS . LO . ___ ___ __ ___ __ __ ___ _BLE LA CH 2 . FENCE FABRIC SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A392 , CLASS 2 . • • 3 . STRENGTH AND PROTECTIVE COATINGS OF ALL FENCE FRAMEWORK SHALL CONFORM TO ASTM F1083 . • • u a re 4 . EXTENDED , END , OR PULL POST FOOTING MINIMUM CONCRETE COMPRESSIVE STRENGTH SHALL BE 2 , 500 PSI MIN . • • C © M M U N i T Y S O L A R 0O 5 . EXTENDED , END , OR PULL POST MINIMUM FOOTING DIAMETER SHALL BE FOUR TIMES THE LARGEST CROSS SECTION 0o ___ __ __.__. ___ __ __._ OF THE POST FOR POST DIAMETER UP TO 4" . 1724 GILPIN STREET , A AL ANI ' ED 6 . EXTENDED , END , OR PULL POST FOOTING DEPTH SHALL BE A MINIMUM OF TBD PLUS AN ADDITIONAL TBD DEPTH FOR DENVER CO 80218 - _ _ _ ._. .. . .. . - . . . . * ___ __ __ __ _ __ __ __ __ __ __ __ __ __ __ __ __ __ __ _F . - _ ._. _ _ _ _ E EACH 1 ' POST HEIGHT INCREASE ABOVE 4' POST HEIGHT ABOVE GROUND . 7 . SWING GATE POST FOOTING DEPTHS AND DIAMETERS SHALL BE DETERMINED BASED ON ASTM F567 , TABLE 2 AND ALTERED AS NEEDED BY FENCE CONTRACTOR . - -PT �-ux-rtri--rrr-rtn-rtr-rniiirrt-rt+, rrr- 8 . IN AREAS WHERE EXISTING FENCES CONFLICT WITH SITE SECURITY FENCE , CONTRACTOR SHALL REMOVE AND Z Z DISPOSE OF EXISTING FENCE . o 9 . DISPOSAL OFF SITE - NO MATERIALS ARE TO REMAIN ON SITE . m Q 10 . ALL STEEL OR MALLEABLE IRON PARTS AND ACCESSORIES SHALL BE HOT- DIP GALVANIZED IN ACCORDANCE WITH w p ASTM A123 AFTER FABRICATION . m C4 11 . WARNING SIGNS TO BE INSTALLED AT 100' INTERVALS , CONTENTS DECIDED BY OWNER . GOLDFINCH NOTE : SOLAR LLC 1 . FENCING SUPPLIER SHALL PROVIDE FINAL AND SEALED FENCING DRAWINGS WITH MATERIAL AND SPECIFICATION REQUIREMENTS . 2 . A KNOX PAD LOCK WILL BE PLACED ON CHAINED GATE OR KNOX BOX WITH GATE ACCESS KEYS WILL BE MOUNTED AT THE MAIN ENTRANCE FOR FIRE DEPARTMENT ACCESS . 7 ■ 0 MWAC ED- ACCESS GATE DETAILS 7 . 1 M W D C NTS WOOD LINE POST SOLAR PROJECT WOOD CORNER , WOOD BRACE POST TBD DIA . (TYP . ) TERMINAL OR PULL POST TBD DIA . MIN . (TYP . ) TBD DIA . MIN . Iii N_ F Of SECTION 30 , TOWNSHIP 6 I - LIN T I E NORTH , RANGE 64 WELD COUNTY , CO 80218 O EN WIRE FABRIC (40m4520 - r,; , 104 . 589 °) . .... . N_ 01 3 -_____.___._._. _____________ ____________________.___._.___-. ____________________________ ___________________________________________________________________________ E I E rr_ __ _ .____________________________________________________ ____ ______________________________________________________________________________________________ ml •= 1 _ i o IIIT T rtfi fififitl �tfiITT$ = fi � �� 0 PRELIMINARY 09/25/24 �I ~ � w R . NO DESCRIPTION DATE GRADE Z 0 SHEET TITLE : w 0 2o . o ' (TYP . ) FENCING PLAN ~ CONCRETE FOOTING TBD DIA (TYP . ) m NOTE : PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 04/ 25 / 2023 1 . FENCING SUPPLIER SHALL PROVIDE FINAL AND SEALED FENCING DRAWINGS WITH MATERIAL AND SPECIFICATION DRAWN BY : SJ CHECKED BY : GB SCALE : AS SHOWN REQUIREMENTS . 2 . A KNOX PAD LOCK WILL BE PLACED ON CHAINED GATE OR KNOX BOX WITH GATE ACCESS KEYS WILL BE MOUNTED DRAWING NO . AT THE MAIN ENTRANCE FOR FIRE DEPARTMENT ACCESS . H E E T w S 5 0F 1 1 2 FENCE DETAILS o S -5 NTS ( S � 5 ) USE BY SPECIAL REVIEW - USR24 = 0002 SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 141 . 096 ACRES ,S 0 ` V I D A DESIGN + ENGINEERING NOTES : 1400 Shattuck Avenue, Suite 3 1 . THIS DEVELOPMENT IS BEING CONSTRUCTED IN A RURAL PART OF WELD COUNTY, COLORADO . THE SITE IS LOCATED ON THE NORTH SIDE OF WCR 64 & Berkeley, California 94709 WEST OF WCR 51 . THE SURROUNDING LAND IS PRIMARILY BEING USED FOR AGRICULTURAL, RANCHING , AND OIL/GAS PURPOSES . 2 . THIS DEVELOPMENT WILL BE CONSTRUCTED IN MULTIPLE PHASES ON LEASED LAND . 3 . FOLLOWING THE START OF THE CONSTRUCTION OF EACH PHASE , DISTURBED AREAS WITHIN THE LIMITS OF CONSTRUCTION , SUCH AS ROADCUTS, UTILITY TRENCHES, WASTEWATER DISPOSAL FIELDS, BUILDING SITES, REVEGETATED WITH NATIVE GRASS . 4 . OTHER AREAS WHERE EXISTING VEGETATION HAS NOT REGROWN WILL BE RESDEEDED . 5 . SCREENING SHALL REMAIN HEALTHY AND MAINTAINED TO CONTINUE TO PROVIDE VEGETATIVE GROUND COVER . NOXIOUS WEEDS WILL BE CONTROLLED ON THE SUBJECT PROPERTY ( SEE ALSO THE VEGETATION MANAGEMENT PLAN ) . 6 . FOR SECURITY AND PROTECTION OF THE PUBLIC AND WILDLIFE , THE RECORDED SOLAR FACILITY WILL BE FENCED WITH WIRE MESH . THE SELECTED FENCE WILL BLEND WITH THE NATURAL ENVIRONMENT AND WILL PREVENT WILDLIFE FROM ENTERING THE SITE CAUSING DAMAGE AND THEREFORE PROVIDING 0 SECURITY OF THE IMPROVEMENTS . N TO M M UNITY SOLAR PHOTOVOLTAIC ARRAY 7 . FENCING SHALL BE MAINTAINED AS NEEDED TO PROVIDE THE INTENDED SCREENING OF THE RECORDED IMPROVEMENTS . 11 8 . CONTRACTOR SHALL CONTACT "COLORADO ONE " ( 811 OR 1 - 800-922 - 1987 ) CO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR CO INSTALLATION OF ANY PLANTS OR SCREENING MATERIAL . 9 . ALL SUBSTITUTION MUST BE MADE WITH PRIOR APPROVAL . 1724 GILPIN STREET , 10 . REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING DENVER , CO 80218 CONSTRUCTION . 11 . REPAIR ALL DAMAGE CO PROPERTY FROM PLANTING OPERATIONS AT NO COST CO OWNER . S . S- 5 28 . 05 ACRES TURF mix • 20"23 I - I GOLDFINCH BPANDS- 5 I ? SEEU SOLAR LLC FL , COLORADO 7 . 0 MWAC 7 . 1MWDC PROPERTY LINES . 111k LOW (ifOw Mi. ro SOLAR PROJECT X N I A mixture of lower maintenance cool season grasses that establish Well in cooper areas below 8000 lev tion . The lower growth habit of tl e III Of grasses lends itself to infrequent 04: 00 mowing. WelI - l.TOted for EEOs on. control and transition turf areas . SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WELD COUNTY , CO 80218 I I (40 . 452 ° , - 104 . 589 °) NI 00 % SEosLod 'MA ootgroEE , Spiwaim % Intermediate GyOgEOEE , V S 8000Sheep Fescue , VN _ % bdowings bosEeo , AGO 50 % Forego N1UOgEOEE , O1agoE z 0 0 PRELIMINARY 09/25/24 0 "i REV. NO DESCRIPTION DATE 0 1 SEEDING PLAN rII ! Seeding Rate III S-6 NITS NJgo - go l sHEET TITHE : J II Broadcast Soodiog Rate LEGEND go - golbs . per acre LANDSCAPE PLAN x x SECURITY FENCE AREA TO BE RESEEDED IF/ WHEN DISTURBED (28 . 05 ACRES) Steoll . 1. - 210r . per 1000 s . ft. Available 1n dO lb . # 2d lb . , and lb . bags PR0J . MGR . : SS PROJ . ENGR . : SS DATE : 04/ 25/ 2023 - DRAWN BY: SJ CHECKED BY : GB SCALE : AS SHOWN o .. _ 'i[ DRAWING 00 . W SHEET — 6 OF 11 Q , . S_. .. ii : , ? • I . 7• of the Biggest . . . . . MM,t o4S the Best [[5 _ 101 East 4 " Street Roc. Greeley , CO 80631 E[MSOMHS10 office Info buffaIubrandseed . can, 970 . 356 . 1267 fax USE BY SPECIAL REVIEW - USR24 = 0002 SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 141 . 096 ACRES S 0 L V I D A DESIGN + ENGINEERING 1400 Shattuck Avenue, Suite 3 Berkeley, California 94709 A B • unShare • 1 COMMUNITY COLOR 1724 GILPIN STREET , GOLDFINCH WARNING DENVER , SOLAR LLC HIGH VOLTAGE - KEEP OUT PLEASE CALL ( XXX ) XXX � XXXX PHOTOVOLTAIC ARRAY TO CONTACT THE PROJECT _________ OPERATOR AUTHORIZED PERSONNEL ONLY GOLDFINCH SOLAR LLC PLANT IDENTIFICATION AT SITE ENTRANCE . WARNING LABEL FOR AGRICULTURAL SECURITY CONTACT INFO WILL BE REVISED PRIOR TO CONSTRUCTION . FENCE SPACED EVERY 100 FEET AROUND 7 . 0 MWAC PERIMETER OF ARRAY . 7 . 1 MWDC GENERAL NOTES : SOLAR PROJ ECT M 1 . ALL SIGNS SHALL BE SHOWN ON THE MAP AND SHALL a o ADHERE TO CHAPTER 23 , ARTICLE IV , DIVISION 2 AND APPENDICES 23- C , 23- D AND 23- E OF THE WELD COUNTY a CODE . ADDITIONAL SIGNAGE WILL BE INCLUDED WITHIN THE III SITE AS NEEDED PER NATIONAL ELECTRICAL CODE . a SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 m WELD COUNTY , CO 80218 GOLDFINCH _____________ (40 . 452 ° , - 104 . 589°) M N N SOLAR LLC _ _____ __ III _ PHOTOVOLTAIC POWER PLANT LL 9 0 PRELIMINARY 09/25/24 SUNSHARE COMMUNITY REV. NO DESCRIPTION DATE SHEET TITLE: w SO LA R LL SIGNS Y PR0J . MGR . : SS PR0J . ENGR . : SS DATE : 04/ 25/ 2023 DRAWN BY : SJ CHECKED BY: GB SCALE : AS SHOWN 0 DRAWING OF . w SHEET - 7OF11 ( S � 7 ) J a ( S USE BY SPECIAL REVIEW = USR24 = 0002 SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 141 . 096 ACRES S 0 ` V I D A DESIGN + ENGINEERING GENERAL CIVIL NOTES : 31 . FILL MATERIAL TYPES SHALL BE IN ACCORDANCE WITH STRUCTURAL FILL TYPES LISTED IN THE GEOTECH 75 . PUBLIC UTILITY LOCATION SERVICES ( COLORADO 811 ) CAN BE REACHED BY DIALING 811 OR REPORT . 1 - 800- 922 - 1987 OR BY VISITING THEIR WEBSITE AT WWW . COLORAD0811 . ORG . 1400 Shattuck Avenue, Suite 3 1 . CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE SPECIFICATIONS, COLORADO GENERAL BUILDING 32 . PLACE FILL MATERIAL IN MAXIMUM LIFTS OF 4 " TO 6 " LOOSE THICKNESS WHEN USING HAND GUIDED Berkeley, California 94709 CODE , WELD COUNTY ORDINANCE AND THE INTERNATIONAL BUILDING CODE . COMPACTING EQUIPMENT . SURVEY CONTROL ( CIVIL SHEETS ONLY) : 33 . PRIOR TO PLACING FILL OR COMPACTING SCARIFIED SOIL IN FOUNDATION AREAS, ALL UNSUITABLE 2 . ALL EARTHWORK AND TESTING SHALL ADHERE TO THE RECOMMENDATIONS OF THE GEOTECH REPORT, MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION AREAS . THIS SHALL INCLUDE THE REMOVAL 76 . HORIZONTAL COORDINATE SYSTEM : NAD 83 , COLORADO NORTH , STATE PLANE , SURVEY FEET . PROVIDED BY TERRACON CONSULTANTS, INC . PROJECT NO . 21165036 . OF ALL VEGETATION AND TOPSOIL, DEBRIS, LOOSE AND DISTURBED SOIL, CONTAMINATED SOIL AND 77 . VERTICAL DATUM : NAD 83 , FEET . OTHER DELETERIOUS MATERIALS THAT MAY EXIST WITHIN THE AREA OF THE PROPOSED CONSTRUCTION . 78 . ANY COORDINATES SHOWN IN CIVIL SHEETS ARE GROUND COORDINATES . 3 . EARTHWORK ON THE SITE SHALL BE OBSERVED AND EVALUATED BY THE GEOTECHNICAL ENGINEER OF 34 . IF UNDERGROUND FACILITIES ARE ENCOUNTERED DURING SITE CLEARING , CONTRACTOR SHALL RECORD ( A - EAR ) . IMMEDIATELY NOTIFY C- EOR SO THAT A SOLUTION CAN BE CREATED TO PROTECT AND/OR RELOCATE ( E ) SPECIAL INSPECTIONS : • N UTILITY . • • SunShare 4 . THE EVALUATION OF EARTHWORK SHALL INCLUDE OBSERVATION AND TESTING OF ON -SITE BACKFILL 35 . DRY AND LOW- DENSITY SOIL SHALL BE REMOVED OR WETTED AND COMPACTED IN - PLACE PRIOR TO 79 . SPECIAL INSPECTION AND TESTING FIRM SHALL SUBMIT THE FOLLOWING TO THE OWNER AND C- EOR : MATERIAL AND OTHER GEOTECHNICAL CONDITIONS EXPOSED DURING ROAD IMPROVEMENT PLACING ADDITIONAL FILL OVER THE MATERIAL . 79 . 1 . SPECIAL INSPECTION AND TESTING REPORTS FOR THE FOLLOWING AT A MINIMUM : • • C N M M U N I T Y S O L A R CONSTRUCTION AT THE DIRECTION OF THE G - EAR . 36 . ORGANIC SOILS SHALL BE LEFT IN PLACE IN NON -STRUCTURAL AREAS SUCH AS WITHIN THE ARRAY AREAS . 79 . 1 . 1 . PERIODIC VERIFICATION THAT MATERIALS BELOW SHALLOW FOUNDATIONS AND EQUIPMENT 37 . VEGETATION REMOVAL SHALL ONLY TAKE PLACE IN AREAS TO BE DISTURBED, CONTRACTOR SHALL PADS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY . 5 . WHERE DEVIATIONS EXIST BETWEEN THESE SPECIFICATIONS/ DESIGN AND THE GEOTECH REPORT, THIS MINIMIZE DISTURBANCE OF VEGETATION DUE TO CONSTRUCTION ACTIVITIES . 79 . 1 . 2 . PERIODIC VERIFICATION THAT EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND WIDTH AND 1724 GILPIN STREET , DESIGN SHALL TAKE PRECEDENCE . 38 . IN LOCATIONS OF SOIL DISTURBANCE DUE TO EARTHWORK, NATIVE TOPSOIL WILL BE REMOVED, HAVE REACHED SUITABLE MATERIAL . STOCKPILED, AND EITHER REPLACED OR SPREAD ON SITE . 79 . 1 . 3 . PERIODIC CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS . DENVER , CO 80218 6 . NOTES AND DETAILS NOTED AS " TYPICAL, " SHALL BE USED WHENEVER APPLICABLE . SPECIFIC DETAILS AND 79 . 1 . 4 . CONTINUOUS VERIFICATION OF THE USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESS NOTES TAKE PRECEDENCE OVER TYPICAL DETAILS AND NOTES . SITE ACCESS ROADS : DURING PLACEMENT AND COMPACTION OF COMPACTED STRUCTURAL FILL. 79 . 1 . 5 . PERIODIC INSPECTION OF SUBGRADE , PRIOR TO PLACEMENT OF COMPACTED FILL, TO VERIFY 7 . DRAWINGS, SPECIFICATIONS, DETAILS, AND NOTES DEPICTED IN THIS DESIGN REPRESENT THE FINISHED 39 . IN AREAS WHERE ROAD CROSSINGS OCCUR OVER AN EXISTING UTILITY OR FLOWLINE, UTILITY OWNER THAT EXCAVATION SITE HAS BEEN PREPARED PROPERLY . PRODUCT AND DO NOT INDICATE THE MEANS, METHODS, PROCEDURES, OR SEQUENCE OF SHALL BE CONTACTED 10- DAYS PRIOR TO EARTHWORK . CONSTRUCTION UNLESS SPECIFICALLY NOTED . 40 . SURFACE COURSE SHALL HAVE A MINIMUM COMPACTED THICKNESS OF 10 " OF CRUSHED ANGULAR SUBMITTALS : AGGREGATE . 8 . CHANGES OR DEVIATIONS FROM THE DRAWINGS, SPECIFICATIONS, DETAILS, AND NOTES DEPICTED IN 41 . RECLAIMED ASPHALT PAVEMENT ( RAP ) SHALL BE USED AS THE TOP 2 " OF ANY ROAD, MODIFIED TO 80 . CONTRACTOR SHALL SUBMIT CUT SHEETS AND DETAILS FOR THE FOLLOWING TO THE OWNER AND C- EOR THIS DESIGN ARE NOT ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CIVIL ENGINEER OF CONTAIN 10% - 25 % FINES, COMPACTED AND GRADED TO MEET CDOT SPECIFICATIONS FOR A CLASS 5 OR FOR REVIEW PRIOR TO PLACEMENT : RECORD ( S- EAR ) . 6 AGGREGATE . 80 . 1 . PERIMETER FENCE 42 . SURFACE COURSE THICKNESS SHALL BE MEASURED AFTER FULL COMPACTION AND CONSTRUCTED 80 . 2 . FILL AND/OR STRUCTURAL FILL MATERIALS AND EQUIPMENT PAD EXCAVATION FILL MATERIALS 9 . CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE DESIGN DRAWINGS, REPORTS, DIRECTLY ABOVE 12 " MOISTURE CONDITIONED, AND COMPACTED NATIVE SOIL . 80 . 3 . CONCRETE MIX DESIGNS AND SITE . 43 . PRIOR TO PLACING SURFACE COURSE , GEOTEXTILE FABRIC, OR COMPACTING SCARIFIED SOILS IN ROAD 80 . 4 . SEED MIX DESIGNS EXCAVATIONS, ALL UNSUITABLE MATERIAL SHALL BE REMOVED . THIS SHALL INCLUDE THE REMOVAL OF 80 . 5 . SOIL AMENDMENT MIX DESIGN FOR RAIN GARDENS 10 . CONTRACTOR IS SOLELY RESPONSIBLE FOR DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR ALL VEGETATION AND TOPSOIL, DEBRIS, LOOSE AND DISTURBED SOIL, CONTAMINATED SOIL AND OTHER INDIRECTLY FROM CONTRACTORS OPERATIONS, REGARDLESS OF WHETHER THOSE FACILITIES ARE DELETERIOUS MATERIALS THAT MAY EXIST WITHIN THE AREA OF THE PROPOSED ROADWAY ALTERNATIVES : DEPICTED ON THESE PLANS . CONSTRUCTION PRIOR TO PLACING FILL, SCARIFY ( OR TILL) , WET AND COMPACT NATIVE SUBBASE MATERIAL TO 12 " DEPTH MINIMUM BEFORE ADDING AGGREGATE SURFACE COURSE . 81 . THE C- EOR WILL CONSIDER ALTERNATIVES FOR MATERIALS AND PROCEDURES . HOWEVER, IT IS THE GOLDFINCH 11 . CONTRACTOR SHALL ADHERE TO ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS . 44 . NATIVE SUBBASE MATERIAL SHALL BE COMPACTED TO 95 % MAXIMUM DRY DENSITY ( MDD ) PER ASTM CONTRACTOR ' S RESPONSIBILITY TO DEMONSTRATE THAT ALL ALTERNATIVES ARE EQUAL IN STRENGTH , D698, - 1 TO 3 % OPTIMUM MOISTURE CONTENT . PERFORMANCE, AND DURABILITY TO THE MATERIALS OR PROCEDURES SPECIFIED IN THE DESIGN . SO LAR LLC 12 . CONTRACTOR SHALL ENACT MEASURES TO PROTECT AND SAFEGUARD WORKERS AND THE PUBLIC FROM 45 . AGGREGATE SURFACE COURSE SHALL BE COMPACTED TO 95 % MDD PER ASTM D1557, 0 TO 2 % OPTIMUM 82 . WRITTEN APPROVAL BY THE C- EOR SHALL BE REQUIRED PRIOR TO USING ANY ALTERNATIVE . INJURY DURING CONSTRUCTION . MOISTURE CONTENT . CONSIDERATION OF ANY ALTERNATIVE SHALL NOT BE DEEMED TO IMPLY ADVANCE ACCEPTANCE BY THE 46 . GEOFABRIC SHALL CONSIST OF HP270 OR EQUIVELANT . C- EOR . THE C- EOR RESERVES THE RIGHT TO REJECT ANY ALTERNATIVE . 13 . CONTRACTOR SHALL MAINTAIN THE JOB SITE IN AN ORDERLY, CLEAN MANNER THROUGHOUT THE 47 . SITE ACCESS ROADWAYS SHALL BE CONSTRUCTED AT GRADE WITH A VERTICAL TOLERANCE OF +/- 2 " . COURSE OF THE WORK . 48 . POSITIVE DRAINAGE SHALL BE MAINTAINED ACROSS THE SITE . MATERIAL SPECIFICATIONS 7 ■ 0 MWAC 49 . ON -SITE ROADWAY SLOPES SHALL NOT EXCEED 5 % . 14 . CONTRACTOR SHALL NOT BLOCK LEGAL ENTRANCES OR EXITS . 83 . CODOT AGGREGATE BASE COURSE TEMPORARY LAYDOWN AREAS ( IF NEEDED ) : Table 703 -3 15 . CONTRACTOR SHALL COMPLY WITH ALL OWNER PROVIDED CONTRACTUAL SPECIFICATIONS . CLASSIFICATION FOR AGGREGATE BASE COURSE 50 . IF TEMPORARY LAYDOWN AREAS ARE USED, EROSION AND SEDIMENT CONTROL SHALL BE PLACED IN SOLAR PROJECT 16 . CONTRACTOR SHALL LEAVE THE WORK AREA CLEAN AND FREE OF DEBRIS AND TRASH AT THE END OF ACCORDANCE WITH S- 10 THROUGH S- 15 . Mass Percent Passing Square Mesh Sieves EACH DAY . 51 . TEMPORARY LAYDOWN AREAS WILL BE CLEARED AND GRUBBED ONLY IF NECESSARY . I Sieve Size LL not greater than 35 LL not greater than 30 52 . SCARIFY ( OR TILL) NATIVE MATERIAL TO A DEPTH OF 12 " AND RECOMPACT . Class 1 Class 2 Class 3 Class 4 Class 5 Class 6 Class 7 17 . CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES . 53 . PROOF ROLL COMPACTED SUB BASE NATIVE MATERIAL USING A LOADED TANDEM AXLE TRUCK . U 54 . COMPACTION SHALL DEEMED ADEQUATE WHEN PROOF ROLL INDICATES 1 " OR LESS DEFLECTION . 150mm 6 100 Q 18 . CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONSTRUCTION SURVEYING MONUMENTS 55 . COVER TEMPORARY LAYDOWN AREA WITH 4 " 100mm (4 " ) 100 STAKES SET BY THE OWNER . ANY DEVIATIONS FROM EXISTING GRADES AS SHOWN ON THE PLANS SHALL MIN . DEPTH OF ROAD FINISH ROCK, IF NECESSARY . w 56 . TEMPORARY LAYDOWN AREAS SHALL BE REMOVED AND MITIGATED TO PRE - CONSTRUCTION GRADE BY 75mm ( 3 " ) 95- 100 F BE IMMEDIATELY REPORTED TO THE OWNER AND C- EOR . 60mm (2 '/2" ) 100 SCARIFYING OR TILLING . 0- 57 . FINAL STABILIZATION OF TEMPORARY LAYDOWN AREAS SHALL BE IN ACCORDANCE WITH S- 10 THROUGH 50mm ( 2" ) 95- 100 SECTION 30 , TOWNSHIP 6 19 . CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND MATERIAL QUANTITIES PRIOR TO CONSTRUCTION . MATERIAL QUANTITIES LISTED IN THE CIVIL DESIGN ARE APPROXIMATE . S- 15 . 37 . 5mm (2 " ) 90- 100 100 NORTH RANGE 64 25mm ) J7 95- 1 . 100 20 . CONTRACTOR SHALL CONTACT ANADARKO PATROLEUM CORPORATION , P5105 40 PLACING ROADWAY CLEARING AND GRUBBING : 19mm ( 3/4 ) 50-90 100 WELD COUNTY CO 80218 OR EARTHWORK WITHIN 2 FEET OF AN AREA DICTATED AS AN EASEMENT CORRIDOR, EXISTING UTILITY 58 30-65 50 30-7 SITE -WIDE STORMWATER MANAGEMENT IS BASED ON THE PRESERVATION OF EXISTING VEGETATION ( ) (40w4520 ) 104 589 °) OR FLOWLINE . ROOT STRUCTURES . 2 . 36mm #8 25-55 20-85 - I ' 59 . GRUBBING SHALL ONLY BE PERFORMED IN AREAS OF ROAD INSTALLATION AND WHERE NECESSARY FOR NOT m (#2 3- 15 3- 15 20 max 3- 12 3- 15 - 2 5- 15 21 . ANADARKO PATROLEUM CORPORATION ( APC ) SHALL BE CONTACTED 3 BUSINESS DAYS BEFORE ELECTRICAL EQUIPMENT INSTALLATION . GRUBBING SHALL NOT BE PERFORMED ON A MASS SCALE E : Class 3 material shall consist of bank or it run material . COMMENCEMENT OF EARTHWORK IN THE STATED AREAS . A REPRESENTATIVE OF APC WILL ASSESS ACROSS THE SITE . ACTUAL DEPTHS AND LOCATIONS OF UTILITIES . A CHANGE IN DEPTH OF THE EXISTING UTILITY WILL BE 60 . IT IS THE INTENTION OF THE DESIGN THAT THE MAJORITY OF THE SITE BE MOWED OR CLEARED IN A ASSESSED AT THAT TIME . MANNER THAT PRESERVES THE ROOT STRUCTURE OF EXISTING VEGETATION . SEEDING : > 61 . CLEARING SHALL BE DEFINED AS THE REMOVAL OF PLANTS AT OR ABOVE THE GROUND SURFACE . 22 . REQUESTS FOR INFORMATION ( RFIs ) FOR CLARIFICATION OF THE INTENT OF THE DESIGN SHALL BE 62 . GRUBBING SHALL BE DEFINED AS THE REMOVAL OF ROOTS BENEATH THE GROUND SURFACE . 84 . SEEDING WILL BE DONE POST CONSTRUCTION AND ENCOMPASS GRASS LINED SWALES, RAINGARDENS, SUBMITTED TO THE C- EOR . RFIs SHALL INCLUDE A DETAILED WRITTEN STATEMENT THAT INDICATES THE AND FENCED ARRAY AREA, AS WELL AS TO THE FULL LIMIT OF DISTURBANCE WHERE APPLICABLE . SPECIFIC DRAWINGS OR SPECIFICATIONS IN NEED OF CLARIFICATION AND THE NATURE OF THE TEMPORARY SOIL STOCKPILING : CLARIFICATION REQUIRED . THE C- EOR SHALL RESPOND IN WRITING AND ISSUE CLARIFICATIONS AS 85 . SEEDING RATES AND PLANTING REQUIREMENTS ARE INCLUDED ON SHEET S- 7 . NECESSARY . RESPONSES TO RFIs DO NOT CONSTITUTE APPROVED DESIGN CHANGES . 63 . EXCAVATED TOPSOIL SHALL BE KEPT SEPARATE FROM OTHER STOCKPILED MATERIAL FOR REUSE IN AREAS REQUIRING TOPSOIL . 0 PRELIMINARY 09/25/24 CD1 23 . IF CULTURAL RESOURCES ARE LOCATED DURING CONSTRUCTION ARCHEOLOGICAL FINDINGS ( 64 . EXCAVATED SOILS SHALL ONLY BE STOCKPILED IN TEMPORARY LAYDOWN AREAS . REV. NO DESCRIPTION DATE Cn UNEARTHED ) , WORK SHALL STOP IN THAT AREA AND TEH CONTRACTOR SHALL IMMEDIATELY NOTIFY 65 . EXCAVATED SOILS SHALL BE REUSED ON - SITE . Cn PROJECT MANAGEMENT. 66 . REUSE OF EXCAVATED SOIL ON - SITE SHALL BE PLACE SUCH THAT SITE HYDROLOGY IS NOT ALTERED . Cn 67 . EXCAVATED SOIL REUSE LOCATIONS SHALL BE PROVIDED TO THE C- EOR FOR APPROVAL . SHEET TITLE: w 24 . OWNERS LONG TERM VEGETATION MANAGEMENT UTILIZES SHEEP GRAZING , WITH MECHANICAL 68 . EROSION AND SEDIMENT CONTROLS FOR TEMPORARY STOCKPILES SHALL BE IN ACCORDANCE WITH S- 10 II SUPPORT AS NEEDED . 55 5555 ANY SEED MIX ALTERNATIVE SHOULD BE GRAZING COMPATIBLE . THROUGH S- 15 . 25 . POST CONSTRUCTION , CONTRACTOR SHOULD SUBMIT A CIVIL MAINTENANCE PLAN , DEFINING ALL GRADING : CIVIL NOTES NECESSARY CIVIL MAINTENANCE NEEDS AND ONGOING VEGETATION ESTABLISHMENT NEEDS TO SUCCESSFULLY STABILIZE SOILS LONG TERM AND PRESERVE THE CIVIL INSTALL . 69 . MASS GRADING ACROSS THE SITE SHALL NOT BE PERFORMED . 70 . MINOR AMOUNTS OF GRADING MAY BE REQUIRED TO MAINTAIN PIER HEIGHT TOLERANCES AND ARE m EARTHWORK : INDICATED ON SHEET S-9 THROUGH S- 15 . 71 . GRADING SHALL NOT BE PERFORMED IN EXCLUSION ZONES . PROJ . OCT . : SS PROD . ENGR . : SS DATE : 04/ 25/ 2023 26 . COMPACTION STANDARD FOR NATIVE , SCARIFIED, AND RE -COMPACTED SUBGRADES SHALL BE 95 % BY 72 , ADDITIONAL GRADING AREAS THAT ARE NOT DEPICTED ON SHEET C- 204 SHALL BE EVALUATED ON A o ASTM D698 . CASE BY CASE BASIS AS NEEDED . DRAWN BY : SJ CHECKED BY : GB SCALE : AS SHOWN N 27 . COMPACTION STANDARD FOR STRUCTURAL FILL BENEATH FOUNDATIONS, SLABS ON GRADE , AND SITE ACCESS ROADS SHALL BE 95 % MDD BY ASTM D1557 MODIFIED PROCTOR DRY DENSITY ) . DRAWING No . ( GRASS SWALES AND RAINGARDENS . n 28 . MOISTURE CONTENT OF COHESIVE SOILS ( CLAYS ) TO BE COMPACTED SHALL BE - 1 % TO +3 % OPTIMUM SHEET - 8 O F 11 Q MOISTURE CONTENT AS DETERMINED BY ASTM D1557 ( MODIFIED PROCTOR DRY DENSITY) AT THE TIME 73 . GRASS SWALES AND RAINGARDENS SHALL BE INSTALLED AT THE END OF ARRAY CONSTRUCTION TO OF PLACEMENT AND COMPACTION . MINIMIZE COMPACTION AND SEDIMENTATION . I 0 29 . MOISTURE CONTENT OF COHESIONLESS SOILS ( SAND ) TO BE COMPACTED SHALL BE -3 % TO + 2 % E OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D1557 ( MODIFIED PROCTOR DRY DENSITY ) UTILITY LOCATE : ( S � 8 ) AT THE TIME OF PLACEMENT AND COMPACTION . 30 . PLACE FILL MATERIAL IN MAXIMUM LIFTS OF 9 " LOOSE THICKNESS WHEN USING SELF PROPELLED HEAVY 74 . PRIOR TO CONSTRUCTION CONTRACTOR SHALL CONTACT UTILITY LOCATION SERVICES TO LOCATE ALL Knowwhars below. COMPACTORS . PUBLIC AND PRIVATE UTILITIES . call before you dig USE BY SPECIAL REVIEW - USR24 = 0002 SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . -- COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 141 . 096 ACRES ,S 0 ` V I D A DESIGN + ENGINEERING i GENERAL NOTES 14OO Shattuck Avenue, Suite 3 Berkeley, California 94 70 9 1 . OVERALL PROJECT SITE AREA = 28 . 05 ACRES 18" CMP P . DISTURBED AREA = 1 . 04 ACRES CENTER QUARTER CORNER 8" STEEL • SECTION 30, T6N , R64W _ I INV. 4680.8' „ I NV. 4687. 8' CALCULATED POSITION N 7757 ' 2 + E 2640 . 19 48 CMP / 12" CMP POINT OF COMMENCEMENT 3 . DISTURBED AREAS INCLUDE : GRADING , EXCAVATION , PILE , DID NOT FIND OR SET / , 48 CMP \ TOP : 4679. 2'_ - , NV. 46861 11 N ' SECTIONU30TE 6NTR64W ROADWORK AND EQUIPMENT PADS . N 88°57'26" E 2428. 50' (_ _ _ — _ _• _ _ _ — _ — _ = NLFOUND #6 REBAR WITH _ - _ • _ — � — - =— — —__ � _ — — = _ — — — — — _ � � — — - - - • — ALUM CAP LS 10855 _ _ _ _ _ — Unplatlad� l \• � > > � 3 25"•� _ =_ — _ _ _ _ _�- - - - _ --_ — - - \ — _- -__ __ Owner.•OCPMidslreamLP - _ - - — _ — ___ —_ � — � � SITE BENCHMARK ' - - _ 18" CMP 4 . SITE PREPARATION INCLUDES CLEARING/GRUBBING , MINOR GRADING , _ _ __ _ _ _ _ _ —— _ - = Parcel No. 08013lXIOQ738& L8013Q70GiI37 — - _—= CP98 - SET #4 REBAR - - G I N V. 4686. 4' = _ _ _ - - _ _ _ _ _ _ __ _ _ __ __ _ _ _ _ - _ N 141os41 . 2s , , _ COMPACTION , MOWING OF VEGETATION , AND RESTABILIZATION OF • _ — = — - _ G Grt 51 0 — ` — o G ` . N N4a24 3. G- G L - G _ _ — ` 48 CMFEL 54682 5' V / 4690 - �i • Ev 69o- DISTURBED AREAS . w 23g 84 , _ _ -- - =TOP : 4678. 9 ' � I 5 . TOPSOIL SHALL NOT BE REMOVED FROM THE PROJECT SITE OR SOLD S �REY �IEI _ (77 \ - - - - - - - 18 RCP ' C� --N48" CMP NORTH LINE OF CARSON PROPERTY _ _ RVN- 20" CMP / — — 20° CMP \,�' \\ - \� INV.4664.9 ' X1 .55 oti9 . 1 ' TOP : 4678.9 ' , UNLESS REMOVAL OF EXCESS SOIL IS APPROVED BY THE AHJ . FOUND #4 REBAR 18 RCP 18 RCP CONCRETE DITCH - E/ INV. 4664.0 INV.4664. 0 L v \\ „ A 14 ' 'T - _ a c © ruNiry sv � a � • INV. 4662.9 _ _I -INV. 4663`1 / t--- _7- \ 6 rJg 24° CMP EL/NE EASEMENT & R/GHT-OF-GYAY - - - \ / - NGL - - - - - - - - - - - - - H - - , -75 _ ./o. 4482077 - S . EXCESS TOPSOIL SHALL BE SPREAD ON - SITE SO AS TO PROVIDE SIX N _- \ S INV.4666 . 3 - _ _ - - - - - - \\ • \ 24" CMP \ � � ! - - - - - - I INCHES OF COVER ORIGINALLY EXISTING ON THE SITE OR A MINIMUM _ _ _ _ _ _ _ _ _ -' - - N \ _ \ � _ - INV. 4666. 0' � \ � \ - • \ - - _ ! I OF FOUR INCHES OF COVER IF THE ORIGINAL COVER WAS LESS . II- � \ ` _ - - - - - - S 89 ` 0 ' "MI �sTRE�"t� 664 ' - - - - - - �� - N �\ - \ , � I 1724 GILPIN STREET , \\ \ 7 . IF REMOVAL OF EXCESS TOPSOIL IS REQUIRED IT MUST BE 30 ' \ \ DENVER TA 82218 \ .\ _ \ \ COORDINATED AND MEET GESC REQUIREMENTS . \\ • 8 . PROJECT SITE SHALL BE STABILIZED BY SEEDING AND/OR SODDING . • II ; ♦ \� \\ \\ \\ EXISTING \ • 9 . ADDITIONAL VEGETATION MAY NEED TO BE REMOVED PRIOR TO `, � � �\ � ''�� \ CONTOUR (TYP . ) ' CONSTRUCTION . AREAS THAT ARE NOT CLEARED/GRUBBED SHALL BE oN \ N \N NN\ • MOWED TO A MINIMUM OF THREE INCHES . II , Ill-ti + \�, \\\ NGL \ TALL GR SS 10 . CONTRACTOR RESPONSIBLE FOR PRESERVATION OF EXISTING • ` 70 ' /GO. 45L I3ArGRANr 7 VEGETATION , NOT CLEARED/GRUBBED OR MOWED , TO THE EXTENT I 11 / ' � ` �\ NN N• � `� REC NO 4519738 S � \ \� \ PRACTICABLE . \ ` \\ • \ I 11 . VEGETATION REMOVAL SHALL ONLY OCCUR WITHIN THE PROJECT 2 4, 6 . X 847V. \\ X 50 ' P/PEL/NE EASEMENT 0 1 \ PI e 30 ` \ \\ \ I RE0 NO. 4427540 f BOUNDARY. 7 / w so d C IaniceTarie \ • \\ \ `! 12 . CONTRACTOR TO REMOVE ONLY VEGETATION WHICH SHALL BE tO ar �I 13 3 w \ \\ • �\ \ DESIGNATED BY THE OWNERS REPRESENTATIVE FOR REMOVAL AND • 700 MN \ \D 3170839 1 \ NN \ \ SHALL EXERCISE CARE AROUND EXISTING VEGETATION TO BE SAVED . • \ \ 12" CMP • i • ` \ , J \ \ N I CONSTRUCTION FENCING MAY BE INSTALLED TO PROTECT AREAS INV.4653. 2 < _ \ V111 \ N7 N I THAT ARE NOT TO BE DISTURBED . \ \ 13 . BURNING OF DEBRIS SHALL NOT OCCUR WITHOUT APPROPRIATE G O LD F I N C H I ; \ • , I \ \ \ \ \ \ PERMITS AND/OR AHJ AND OWNER APPROVAL . / / H H H • 50 ' P E EASEMENT ,� R1HT- F- Y \ \ 777 14 . FINAL STABILIZATION SHALL BE ACHIEVED WHEN A UNIFORM SOLAR LLC � \ \ _ \ I II \II S iI IF RE707707\O NN \ \ 7N 1 VEGETATIVE COVER WITH AN INDIVIDUAL PLANT DENSITY OF AT LEAST • ` 2 o es1 II \ \ \/ Ln 70% OF PRE DISTURBANCE LEVELS OR EQUIVALENT PERMANENT o • , I , / \ \ \ I e L ,TN 0 1 I \ , I IN \ � \ \ \ I IL PHYSICAL EROSION REDUCTION METHODS HAVE BEEN EMPLOYED IN / • i `1 ` ' I% , C75N I \ 777NN \ ALL AREAS OF DISTURBED GROUND . 7 . 0 MWAC FIELD / DITCH ROAD \ / II ', 11 I I \ f ' \ \ \ H \ . I N N ( fl' 7 . 1 MWDC / / / 1 , , \ ]SN \ I — \�O I I , 1 \ ` \ N7 • I CN /♦ / I III / 1 l • ( IIII/ I \ O Unplaared A I \ \ \ WSOLAR PROJECT Owner.•FiveoiversRancM CaoLo/o dng/LC - - \ \ I I I I \ $ U 7: PanelNa.. 105716i%W3/ - / r \ - \ 1 ±22' N 7 N ~ /mil l ' X 4 ' • \ • 1 I 1 I _ / / l 1 I - CENTER PIVOT O III / I I 0 IL / / IIII A 1 \' 1 1 1 1 1 \ \ • ` I 0 11 / 71747:11 : .l • N \ / / / N / / , ! 1I 5 / _ S • \ \ Q / I • EASTERLYL/M/T OF FL A \ \ ,/N /0 ' /L007-//-5$/700T SECTION 30 , TOWNSHIP 5 / I ' �/ , / (SEE PLAT NOTE3J i \ ROAD //0000010007L40/000 I / • ••; f / / / I j BOARD OF COUNTY G MM/SS/ONERS BOOK 5 PA E 390 NORTH RANGE 64 �, ^� / I I N / • • •• )/ NØHN / N1 ' WELD COUNTY , CO 80218 = , y (40 . 452 ° - 104 . 5890) W I I • / L / / / / / / / \ N / I ( N • III f--- / L / / / / / / I 1 \ I I 0/00/ 0/0 /0/40. B41Y. _______==_=___ S / / / 1/ / / N 'N / I1 , / / / LL N/ / _ V / 000IS / / / / / / / , 4 / R£-3801 ' N / / / ' ' i ! 1 Owner.• CaraonJaniceMarie \ // / L / F / 1 f • PaicelWo. 080130EIWE 12 / J IL • • / \ / / I ___________________________ 75 - �,' FOUND #4 REBAR WITH , /7 / N / / \ 1 " ORANGE PLASTIC CAP LS38307 / / I U A I / _'N7 / P I FIELD / DITCH ROAD /\ \ / 0 PRELIMINARY 09/25/24 / REV. NO DESCRIPTION DATE O • FOUND #4 REBAR WITH> C7 1 " YELLOW PLASTIC CAP LS4892 `` / ` \ / // I I \ tY • \ \\ , \ \ I 0/ 1 " YE FOUND #4 REBAR WITH, • / / / / LLOW PLASTIC CAP LS4892, /\ 1, / / / W I • N I I 20 ' \ / o , \ \ I 0 \ 07777 7171W FOUND #4 REBAR WIT• H • \ / I , J • =1 YELLOW PLASTIC CAP LS4892 l\ , / • \ I I I l / L0A \ , I RE-3801 \ I • IL1 I Owner. WillinghamJes icRose 1 I OVERALL CIVIL SITE P LA N Paoo' S0. 080130000001 • ` I I FOUND #4 REBAR WITH �I 1 " YELLOW PLASTIC CAP LS4892 • / 7 J 1 EXISTING Il FOUND #4 REBAR WITH CONTOUR (AVE . ) ` SOUTHEAST CORNER 1 " ORANGE PLASTIC CAP LESSEES SECTION ST T6N , R64W m FOUND #4 REBAR WITH , I 40 ' R/GHT-OF-WAY PER FOUND #6 REBAR WITH 2. 5" 1 " YELLOW PLASTIC CAP LS4892 • f , I ROAD /000/0 /0/0/0 REPORT 100/535 ______ ALUMINUM CAP LS 20671 \ I BOARD OFCOONTYCOMM15510NER590OK 12 PAGE 70 - - - - - - - - PROD . MGR . : SS PROJ . ENGR . : SS DATE : 04/ 25 /2023 SOUTH QUARTER CORNER FOUND #4 REBAR WITH / _ SECTION 30, T6N , R64W \ • 1 " YELLOW PLASTIC CAP LS4892 _ - - - - - - • •N FOUND 2. 5 ALUMINUM PIPE WITH - - - - #4 REBAR DRAWN BY : SJ CHECKED BY : GB SCALE : AS SHOWN 0 3. 25 ALUMINUM CAP LS 10855 - - COUN7YROAD 64 S 8 °38 49 W 2646 . 08 DRAWING 77 . N \ 1\ SHEET 90F11 H \ • • E ( S9 ) 1 OVERALL CIVIL SITE PLAN S-9 1 " = 150' N Know what's below. Call before you dig USE BY SPECIAL REVIEW - USR24 - 0002 SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . -- COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 141 . 096 ACRES ,S 0 ` V I � A DESIGN + ENGINEERING VnrrY. wr r vvyyau ,., c JAI llvinr\I\ c.+ " -c — — — — — _ _ _ - - _ -- _ _ Pure/Na_CBO/3Cf7/X103.f&080/.YIXNXK/�\ — _ — � 1 CP98094S 29 # REBAR S ' o ��G _ • N >424 _ _ � \ G \\ G E: 3zss, 38.zo / C _ 1 400 Shattuck Avenue, Suite 3 - T0P: 467&QHU Berkeley, California 94709 ' - - - /236.8 - - - - - - - - � _ \ _ - 4 (SURVf�. _ _ 20" CMP 20" CMP \� 18 RCP 5s0' (So..9�,. ' 48" CMP NORTH LINE OF CARSON PROPERTY INV.4664.9 \ 9� -- TOP: 4678.9' 18" RCP 18" RCP _ + T/ � - _ INV.4664.0 INV.4664.0 / • � � — ELWE EASEMENT & R/GNT-OF-AVAY FOUND #4 REBAR'. .INV.4662.9 ._ 1 _IV.4663.1 'l CONCRETE DITCH \ - / , j5,16 55 , 24 CMP ,/O 4482073 r \ \ - ' NGL — I LS ... \ \ �NV.4fifi6.3 / — It S 89 0 MI�sTREq"06647 — — — — , — / IIt 130 , . If " . IIN u r� re I 1 \ \ ( \ II TALL GRASS • C 0 M M V N I T i S 0 L A R I 1 / I \ � � \ � R NO 4519738 f I 4 a R.B4.I. N 50' P/PEL/NE EASEMENT I \ / 30 REC NO. 4427540 \ \ \ - 1724 GILPIN STREET , d? I \ i \ 1 wn r w A /d / r J.7 Marie RE'6'MNO 370839 , . \ ' � � \ � DENVER , CO 80218 I . C 44/ \\ \ 12" CMP \ \ INV.4653.2' l ' \ \ \ \ \ ZY \ \ \ \1 \ I 50' P ;NE EASEMENT REC/ NO 4Y 978Y \ \ \ \ \ \ \ I . \ _ _ \ 2 0 I 1 es I \ \ 1 o 1\ 111 \ \ \ \ \ \ \ \ \ NI \ \ \ I \ I I ✓ I \ N. � J — \ / \ l — % \ >\ \ / FIELD / DITCH ROAD / •/ 1 1 1 1 \ I \ \ \ \ \ z / , \ \ \ 1 00 1 \ 1 1j1 Owner. Five Rivers Rw;ch Cattle ReadngLLC — PamANa. 10.f7mfla lir _ _ _ \ 1 l I I 1 \ ±22' CENTER PIVOT I _ - - U i,' : __ / / / / GOLDFINCH / I _ ✓ , / (SEE PRAT IL/OTT F A I 1� 1 ROAD WE/K? / • •' • / / I I I BOARD OF COUNTY 66t44M/SS ONERS SOLAR L LC 77 \ g \ / 700 MWAC S2SEV 70 , /PB41Y I / RE-380/ / / / // / / f. I i Oxn/74TanimAfav / / 7 / / / „ / Nn /3 7 . 1 MWDC / / / / / 1 / / / I I • % I \ i / I FOUND GSOLAR PROJECT _ \ 1 ORANGE PLASTIC CAP LS\8307 f cD \\ I ' - ' N FI LD / DITCH ROADJI E\I FOUND 4 REBAR WT : \ \ \ V I / , t 1" YELLOW PLASTIC CAP LS4892': • 1 \ ( I / = FOUND #4 REBAR WITH • I / i / / 1" YELLOW PLASTIC CAP L54592 ( J \ / / U 20' \ / FOUND #4 REBAR WITH \\ / / 7 1 " YELLOW PLASTIC CAP LS4892 \ I W Oamer. Willingha X4i ZVI I IaN° �BL / • SECTION 30 , TOWNSHIP 6 FOUND #4 REBAR WITH I 1 " YELLOW PLASTIC CAP LS4892 /FOUND #4 REBAR WITH SECTNORTH , RANGE 64 1 �ORANGE PLASTIC CAP LS38307 FOUND �/4 REBAR WTH 1 I 40 R/GNT-Lt�WAY PER FOUND µ N. 1 " YELLOW PLASTIC 892 • l l I anean nr rnimnv rnROAOc NEM£RSPR k 1T 100/5;? 1 LUMI 5 AI m 1 KEY PLAN 80218 r s-1O 1 ° = 200' N (401. 4520 ) - 104 . 589 °) N I1 \ I c7? I , 3 1 I I I \ W - I. 1 NiIiEI I I ( \ \ 1 I I \ \ I I I I \ � \ \ - ( N ) TEMPORARY PARKING I % DURING CONSTRUCTION n ' " ( N ) INVERTER RACK (TYP• . ) // / 0 PRELIMINARY 09/25/24 o I r 10 ! REV. NO DESCRIPTION DATE 1 I I I ( . I 1 1 1 •1. ° a 1111I I 1 1 q I d SHEET TITLE : H / / __ HIIU .. / \.\ 307 30 7 ' 1 / . c • . .x_x DETAILED CIVIL SITE PLAN I , I 1 � _ _ \ ( N ) EQUIPMENT PAD (TYP . ) I• I I I I I m ' I / I I 1 / PROJ : MGR . : SS PROJ . ENGR . : SS DATE: 04/ 25 /2023 (N / / DRAWN BY : SJ CHECKED BY : GB SCALE: AS SHOWN DRAWING NO . w � SHEET - I0OFII Q ;. ( N ) ACCESS ROAD \, S - 10 DETAILED CIVIL SITE PLAN S- 1O 1 =20 N Know what's below. Call before you dig USE BY SPECIAL REVIEW - USR24 = 0002 SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 141 . 096 ACRES S 0 ` V I D A DESIGN + ENGINEERING EROSION AND SEDIMENT CONTROL NOTES : PERIMETER CONTROL BMPs : 1400 Shattuck Avenue, Suite 3 Berkeley, California 94 70 9 ALL EROSION AND SEDIMENT CONTROL WORK AND BMPs SHALL ADHERE TO THE FOLLOWING DOCUMENTS : 30 . PERIMETER CONTROL BMPs SHALL BE CONSTRUCTED BEFORE UP- SLOPE GROUND COVER IS REMOVED . 1 . COLORADO DEPARTMENT OF HEALTH AND ENVIRONMENT CONSTRUCTION GENERAL PERMIT ( CGP ) NO . 31 . CLEARING , GRUBBING , AND STUMPING CAN OCCUR BEFORE SILT FENCE INSTALLATION IF GROUND COR 400000 COVER IS REMOVED . 2 . WELD COUNTY GENERAL ORDINANCE . 32 . ALL PERIMETER CONTROL BMPs SHALL BE PLACED AS CLOSE TO THE CONTOUR AS POSSIBLE SO THAT WATER WILL NOT CONCENTRATE AT LOW POINTS AND SO THAT SMALL SWALES OR DEPRESSIONS THAT 3 . WELD COUNTY CONSTRUCTION AND ENGINEERING GUIDELINES . MAY CARRY SMALL CONCENTRATED FLOWS TO THE PERIMETER CONTROL BMP ARE DISSIPATED ALONG ITS LENGTH . • 4 . URBAN STORM DRAINAGE CRITERIA MANUAL ( USDCM VOLUME 3 LATEST EDITION ) , PUBLISHED BY THE • • C 0 M M U N I Y Y S O L A R MILE HIGH FLOOD DISTRICT . 33 . ENDS OF PERIMETER CONTROL BMPs SHALL BE BROUGHT UP -SLOPE SLIGHTLY SO THAT WATER PONDING WILL BE PREVENTED FROM FLOWING AROUND THE BMPs . 5 . ALL WORK SHALL COMPLY WITH THE CONDITIONS OF THE PERMITS OBTAINED FOR THE PROJECT AND ALL FEDERAL, STATE , AND LOCAL REGULATIONS . 34 . IF USED BENEATH A SLOPE , SILT FENCE SHOULD BE A MINIMUM OF 10 FEET FROM THE TOE OF THE 1724 GILPIN STREET , SLOPE . DENVER , CO 80218 STANDARD STABILIZATION NOTES : 35 . SILT FENCE SHALL BE TRENCHED IN . THE TRENCH SHALL BE MADE WITH A TRENCHER, CABLE LAYING 6 . FOLLOWING INITIAL SOIL DISTURBANCE OR RE- DISTURBANCE , PERMANENT OR TEMPORARY MACHINE , SLICING MACHINE , OR OTHER SUITABLE DEVICE THAT WILL ENSURE AN ADEQUATELY STABILIZATION MUST BE COMPLETED IN ACCORDANCE WITH THE SWMP . UNIFORM TRENCH DEPTH . 7 . ALL STABILIZED AREAS SHALL BE INSPECTED BY A CERTIFIED SWMP INSPECTOR . 36 . WHERE 2 SECTIONS OF PREFABRICATED SILT FENCE ARE COMBINED INTO ONE RUN , THE END POSTS SHALL BE CONNECTED TOGETHER, NOT SIMPLY OVERLAPPED . TYPICAL CONSTRUCTION SEQUENCE : 32 . SILT FENCE SHALL ALLOW RUNOFF TO PASS ONLY AS DIFFUSE FLOW THROUGH THE GEOTEXTILE . IN 8 . INSTALL STABILIZED CONSTRUCTION ENTRANCE . RUNOFF FLOW, ONE OF THE FOLLOWING SHALL BE PERFORMED, AS APPROPRIATE : 9 . CLEAR ( GRUB IF NECESSARY) SITE FOR PERIMETER EROSION AND SEDIMENT CONTROLS ( BMP ' S ) ONLY . 32 . 1 . AN ADDITIONAL RUN OF SILT FENCE SHALL BE PLACED UPSTREAM 32 . 2 . THE LAYOUT OF THE SILT FENCE SHALL BE CHANGED 10 . INSTALL TEMPORARY PERIMETER BMPs . 32 . 3 . ACCUMULATED SEDIMENT SHALL BE REMOVED 32 . 4 . OTHER PRACTICES SHALL BE IMPLEMENTED . 11 . ROUGH GRADE ROAD ( S ) AND LAYDOWN / MATERIAL STORAGE AREA IMPORTING MATERIAL AS NECESSARY FROM ON -SITE OR OFF-SITE SOURCE PER PROPOSED GRADES PROVIDED TO CREATE OR 33 . SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THE DEPOSIT REACHES APPROXIMATELY ONE HALF OF MAINTAIN POSITIVE DRAINAGE . THE HEIGHT OF THE SILT FENCE . GOLDFINCH 12 . INSTALL STABILIZED CONSTRUCTION ROADS . 34 . ALL STOCKPILES SHALL BE ENCIRCLED WITH AN APPROPRIATE NMS SUCH AS SILT FENCE , FIBER ROLL, OR LLCSEDIMENT LOGS . SOLAR 12 . 1 . STABILIZED CONSTRUCTION ROADS ARE CONSIDERED A NMS . IT IS THE INTENT OF THE DESIGN THAT STABILIZED CONSTRUCTION ROADS ARE INSTALLED PRIOR TO GRADING , ARRAY CONSTRUCTION , 35 . SILT FENCE FABRIC SHALL MEET THE FOLLOWING SPECIFICATIONS : AND EQUIPMENT PAD CONSTRUCTION . LB ) TSOM 04632 ) 13 . CONSTRUCT THE SOLAR PLANT. 35 . 2 . MAX MUM ELONGATION AT 60 LBS 15 % ( AS M D 4632 ) 7 . 0 MWAC 35 . 3 . MINIMUM PUNCTURE STRENGTH = 50 LBS . ( ASTM D 4833 ) 14 . PERFORM TEMPORARY STABILIZATION SEEDING OF DISTURBED AREAS IF REQUIRED . 35 . 4 . MINIMUM TEAR STRENGTH = 40 LBS . ( ASTM 44533 ) 7 . 1 MWDC 35 . 5 . APPARENT OPENING SIZE < = 0 . 84MM ( ASTM D 4751 ) 15 . CONSTRUCT PERMANENT BMPs . 35 . 6 . MINIMUM PERMITTIVITY = 1X1O- 2SEC . - 1 ( ASTM D 4491 ) SOLAR PROJECT 35 . 7 . WATER FLOW RATE = 15 GAL ./ MIN /SQ. FT . X 16 . STABILIZE ALL REMAINING DISTURBED AREAS WITH PERMANENT VEGETATION OR SITE SPECIFIC 35 . 8 . UV EXPOSURE STRENGTH RETENTION = 70% ( ASTM 04355 ) VEGETATION AS NOTED INCLUDING TOP SOILING , FERTILIZING , AND MULCHING , IF REQUIRED . 0 36 . ALL PERIMETER CONTROL BMPs SHALL BE REMOVED FOLLOWING FINAL STABILIZATION OF THE SITE AND = 17 . REMOVE CONSTRUCTION ENTRANCE , COMPLETE FINAL GRADE AND RESTORATION OF GRAVEL SUBMISSION OF NOTICE OF TERMINATION TO COLORADO DPHE . ENTRANCE . STORMWATER CONTROL BMPs ( PERMANENT) : N 18 . STABILIZATION OF ALL AREAS DISTURBED BY REMOVAL OF BMP ' S WILL BE PERFORMED PRIOR TO FINAL INSPECTION . 37 . PERMANENT STORMWATER CONTROL BMPs INCLUDE GRASS LINED SWALES . 38 . PERMANENT STORMWATER CONTROL BMP LOCATIONS AND CONSTRUCTION REQUIREMENTS AND SECTION 30 , TOWNSHIP S 0- 19 . ALL MAINTENANCE OF THE FINAL SITE AND PERMANENT BMP ' S SHALL BE CONTROLLED BY SITE OWNER . DETAILS ARE INCLUDED ON G & D SHEETS ( G & D- 200, G & D- 201, G & D- 202 , G & D- 203 , AND G & D-300 ) . NORTH , RANGE 64 _ 20 . IF THE SEQUENCE OF CONSTRUCTION AND BMP INSTALLATION IS MODIFIED BY THE CONTRACTOR . THE SEEDING WELD COUNTY , CO 80218 CONTRACTOR SHALL SUBMIT TO THE ENGINEER THESE CORRECTIONS TO UPDATE THE GRADING , ro EROSION AND SEDIMENT CONTROL PLAN . THE SWMP DESIGNER SHALL UPDATE THE SWMP . THESE (40m4520 _ o)39 . SEEDING WILL BE DONE POST CONSTRUCTION AND ENCOMPASS THE ENTIRETY OF THE FENCED AREA, , 1 04 . 589 CHANGES SHALL BE APPROVED BY THE AHJ 30100 00 IMPLEMENTATION . SWALES, AND ANYWHERE SOIL IS DISTURBED INCLUDING 12 " BEYOND PERIMETER FENCE . 40 . SEEDING SHOULD BE PERFORMED WITH A NO -TILL SEED 00155 00 EQUIVALENT IN THE ARRAY AREA . INSPECTIONS AND MAINTENANCE OF EROSION & SEDIMENT CONTROL BMP ' S (TEMPORARY) : 41 . IN AREAS THAT CANNOT BE SEEDED WITH A DRILL, HAND SPREADING OR HYDROSEEDING MAY BE PERFORMED . 21 . THE DESIGNATED SWMP INSPECTOR SHALL INSPECT ALL DISCHARGE POINTS, DISTURBED AREAS, 42 . GRASS LINED SWALES SHOULD BE ROTOTILLED, SEEDED BY HAND, AND COVERED WITH A MULCH UNTIL MATERIAL STORAGE AREAS, STRUCTURAL 00000053 000 CONSTRUCTION ENTRANCES/ EXITS IN SEED HAS GERMINATED AND SPROUTED . w ACCORDANCE WITH THE APPROVED SWMP . ALL OBSERVATIONS AND INCIDENTS OF NON - COMPLIANCE , OfI CORRECTIVE ACTIONS, AND MAINTENANCE SHALL BE RECORDED IN THE SWMP INSPECTION REPORT . ARRAY AREA SEED MIX : _' 22 . INSPECTIONS OF BMP ' S SHALL BE DOCUMENTED AND SIGNED BY THE CERTIFIED SWMP INSPECTOR AND 43 . ALL DISTURBED AREAS AND AREAS RECEIVING EXCESS SOIL 033 00 53 333030 PER SECTION z 33001030 00 PROJECT MANAGEMENT AND CONTRACTOR . EC- 2 -TEMPORARY AND PERMANENT SEEDING (TS/ PS ) AND FOLLOW THE WELD COUNTY GUIDANCE PER o THE WELD COUNTY MS4 POLLUTION PREVENTION PLAN MANUAL . 0 PRELIMINARY 09/25/24 0 23 . IF NMS INSPECTION REPORTS DO NOT IDENTIFY INCIDENCES OF NON -COMPLIANCE , THE NMS INSPECTION REPORT SHALL CONTAIN A CERTIFICATION THAT THE FACILITY IS IN COMPLIANCE WITH THE W. NO DESCRIPTION DATE 0� 44 . SEEDING WILL BE DONE POST CONSTRUCTION AND ENCOMPASS THE ENTIRETY OF THE FENCED AREA, Cn CGP AND THE SWMP . AND ANYWHERE SOIL IS DISTRIBUTED INCLUDING 10 ' BEYOND PERIMETER FENCE . w SHEET TITLE: N 24 . IF REQUIRED, MAINTENANCE OF BMP ' S SHALL BE CONDUCTED BY A CERTIFIED SWMP INSTALLER AND 45 . SEEDING SHOULD BE PERFORMED WITH A HYDROMULCHER OR EQUIVALENT IN THE ARRAY AREA . Iii SHALL OCCUR WITHIN 24 HOURS OF THE INSPECTION . I 25 . BMP ' S DETAILED IN THE EROSION AND SEDIMENT CONTROL PLAN ARE ONLY AN ESTIMATE OF WHAT DETAILED CIVIL SITE PLAN NEEDS TO BE IMPLEMENTED P3103 00 AND DURING CONSTRUCTION . IF NMS INSPECTIONS IDENTIFY AREAS OF THE PROJECT SITE WHERE PROPERLY INSTALLED BMP ' S ARE NOT CONTROLLING FLOW OF SEDIMENT OFF -SITE , IT IS THE CONTRACTORS OBLIGATION TO IMPLEMENT COST EFFECTIVE/PRACTICAL m BMP ' S WHILE GRADING AND CONSTRUCTION ACTIVITIES ARE OCCURRING . 26 . EROSION AND SEDIMENT CONTROL DRAWINGS ARE SUBJECT TO ADDITIONAL, NEW AND ALTERNATIVE PROJ . MGR . : SS PROD . ENGR . : SS DATE : 04/ 25/ 2023 N BMP ' S WHEN REQUESTED OR APPROVED BY THE ENGINEER, CERTIFIED SWMP INSPECTOR, OR AHJ . DRAWN EN : SJ CHECKED EN : NE SCALE : AS SHOWN 0 27 . IT IS THE RESPONSIBILITY OF THE CERTIFIED SWMP INSPECTOR TO IDENTIFY ALL INCIDENTS OF DRAWING NO . NON - COMPLIANCE , CORRECTIVE ACTIONS, AND MAINTENANCE AND ENSURE THAT PROJECT H E ET 11 F 11 w MANAGEMENT 12055305000 ALL ISSUES . S 28 . SEDIMENT SHALL BE REMOVED WITHIN 24 HOURS OF SEDIMENT REACHING 1/3 HEIGHT OF PERIMETER o BMW . E ( S � i 1 29 . SEDIMENT TRACKED OFF- SITE FROM CONSTRUCTION TRAFFIC SHALL BE REMOVED FROM PAVED SURFACES WITHIN 24 HOURS OF DISCOVERY . Cnowwh0AEAGW. Call befoi OGU dig i 4971664 Pages: 1 of 2 07/17/2024 04:29 PM R Fee:$23.00 Carly Koppes, Clerk and Recorder, Weld County , CO III Igilitritfrik:141 1Ili 111111 FAMILY FARM DIVISION NO. FFD24 0011 LOCATED IN THE NORTH HALF OF THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 6 NORTH, RANGE 64 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO Count Notes: 1) The purpose of this Family Farm Division, r7D24—OO1 1, is a one—time only land division to create a separate, buildable lot to support a family farm or ranch. 2) No lot may be amended or divided except in accordance with Chapter 24 of the Weld County Code, as amended. 3) Any future uses or structures on site must obtain the appropriate zoning and building permits. 4) I proposed or existing structures will or do meet the minimum setback and offset requirements for the zone district in which the property is located. Pursuant to the definition of setback in the Weld County Code, the required setback is measured from the future right—of—way line. 5) The property owner or operator shall be responsible for controlling noxious weeds on the site, pursuant to Chapter 15, Article I and II, of the Weld County Code. 6) The historical flow patterns and runoff amounts will be maintained on the site. 7) This application is proposing a well as its source of water. The applicant should be made aware that while the may Y be able to obtain a well permit from the Office of the State Engineer, Division of Water Resources, the quantity of water available for usage may be limited to specific uses, i.e., domestic use only, etc. Also, the applicant should be made aware that groundwater may not meet all drinking water standards as defined by the Colorado FFD24—OO11 I Carson Page 4 of 6 Department of Public Health and Environment. We strongly encourage the applicant to test their drinking water prior to consumption and periodically test it over time. 8) When a residence is constructed, a Weld County On —site Wastewater Treatment System Permit is required and shall be installed according to the Weld County On —site Wastewater Treatment System Regulations. 9) Flood Hazard Development Permit is required for all construction or development occurring in the floodplain or f loodway as delineated on Federal Emergency Management Agency (FEMA) FIRM Community Panel Map O8123CO-1575F, November 30, 2023. Any development shall comply with all applicable Weld County requirements, Colorado Water Conservation Board requirements as described in Rules and Regulations for Regulatory Floodplains in Colorado, and FEMA regulations and requirements as described in 44 CFR parts 59, 6O, and 65. The FEMA definition of development is any man—made change to improved or unimproved real estate, including but not limited to buildings or other structures, mining, dredging, filling, grading, paving, excavation, drilling operations, or storage of equipment and materials. 10) FEMA's f loodplain boundaries may be updated at any time by FEMA. Prior to the start of any development activities, the owner should contact Weld County to determine if the f loodplain boundaries have been modified. 1 1) All buildings shall comply with the setback from oil and gas wells per Section 23-4-7OO, as amended. 12) Building permits may be required, for any new construction, set up of manufactured structures, or change of use of existing buildings per Section 29-3-10 of the Weld County Code. Buildings and structures shall conform to the requirements of the various codes adopted at the time of permit application. Currently the following has been adopted by Weld County: 2018 International Building Codes, 2O18 International Energy Code, 2020 National Electrical Code, and Chapter 29 of the Weld County Code. A Building Permit Application must be completed and two (2) complete sets of engineered plans bearing the wet stamp of a Colorado registered architect or engineer must be submitted for review. A Geotechnical Engineering Report, performed by a Colorado registered engineer, shall be required or an Open Hole Inspection. A building permit must be issued prior to the start of construction. 13) Building Permits issued on the proposed lots will be required to adhere to the fee structure of the County Facility Fee, County —Wide Road Impact Fee, and Drainage Impact Fee Programs. 14) Priorto the release of building permits, the applicant shall submit a recorded deed describing the Lot upon which the building permit is requested. The legal description on such deed shall include the Lot designation and Family Farm Division number. 15) Prior to the release of building permits on Lot B, the applicant shall submit evidence to the Department of Planning Services the lot has an adequate water supply of sufficient quality, quantity and dependability. 16) Property owners are hereby notified that Lots A and B of the Family Farm Division are located within the A —P (Airport) Overlay District. All construction shall be required to comply with Chapter 23, Article VI, Division 1 of the Weld County Code, as amended. SURVEYOR NOTES: 1) All references to books, pages, maps and reception numbers are public documents on file at the Clerk and Recorders Office of Weld County, State of Colorado unless stated otherwise. 2) NOTICE: According to Colorado law, you must commence any legal action based upon any defect in this survey within three years after you first discovered such defect. In no event may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon (13-80-105 C.R.S.). Alles Taylor & Duke, LLC and/or Scott L. Ducommun will not be liable for more than the cost of this survey and then only to the Client specifically shown hereon or in our file by signed authorization. Acceptance and/or use of this instrument for any purpose constitutes agreement by the client to all terms stated hereon. 3) BASIS OF BEARINGS: The Bearing of NORTH OO'44'15" WEST between the East Quarter (E. 1/4) Corner of Section 30 (monumented with a #6 rebar with a 3-1/4" aluminum cap LS 10855 in a range box) and the Southeast (SE.) Corner of Section 30 (monumented with a #6 rebar with a 2-1/2" aluminum cap LS 2O671 in a range box) is assumed. 4) All known easements and/or rights —of —way, have been shown on this plat. The easements and or rights —of —way which are shown hereon may not be complete, are based on general information, and are to be used only in this context. 5) THE LONE TREE DITCH: The property pins were set on the 30.00 foot Northerly Right—of—way line perpendicular to the centerline for the shared boundary line of LOT A & LOT B. 6) Buildable area meets the minimum Weld County Code set back requirements fora ditch and easements. SURVEYOR'S CERTIFICATE: I, Scott L. Ducommun, a Registered Professional Land Surveyor in the State of Colorado, do hereby certify that the survey represented by this plat was made under my personal supervision and checking. 1 further certify that the survey and this plat comply with all applicable rules, regulations and laws of the State of Colorado, State Board of Registration for Professional Engineers and Professional Land Surveyors, and Weld County. Scott L. Ducommun, L.S. 37O41 For and on behalf of Alles Taylor & Duke, LLC Job No. 2O24 —014 DATE: 11 TW-744,2* �7,„6„‘kee. �RI?O // � Q. 0pc „„ c2 � . �� ' Q � e,.% tiA^a t .s#' Q c� '.sue a � � I; v CI _ t, =TS Cali 7O41 I _ 2- „- {- se t� ` /, i6;,,u/r od�• �tea9 ,.` Q0 6 git ''4 L L At 0c46 liaaillin 1�,.:�2 a �.� T. 6 N. W.C.R. 66 T-- W.C.R. 64 LOT A VICINITY MAP 1" = 2000' HISTORY OF LAND DIVISIONS W.C.R. 66 -CT= i W.C.R. 64 I I - -I AREAS (GROSS) LOT A LOT B TOTAL 5.833 ± ACRES 65.360 ± ACRES 71.193 ± ACRES (1) RAILROAD: A portion of the N/2 N/2 of the SE/4 of Section 30. REC. No. 147864, Dated 11/30/1909 (2) UHRICH: The SE/4 of Section 30, excepting the Railroad parcel. REC. No. 3205743, Dated 08/04/2004 (3) UHRICH: The S/2 SE/4 (a) RE -3801, REC. No. 3205744, Dated 08/04/2004 (b) CHRISTIANSON Rec. No. 3212106, Dated 08/05/2004 (4) CARSON: (a) The N/2 SE/4 excepting the Railroad parcel. Rec. No. 4822153, Dated 04/27/2022 (b) This FFD24-0011. PROPERTY OWNERS' CERTIFICATE (We), the undersigned, being sole owners in fee of the the property as laid out in this plat, and dedicated all easements the the benefit of Weld County and the fee owners of any Lot or f(fit-t- Donald E. Carson State of Colorado County of Weld ice M. Carson The foregoing certificate was acknowledged before BY: Donald E. Carson and Janice M. Carson Notary Public: c above —described P ro P e rty, do hereby SU bdivide described and/or depicted herein for parcel created by this plat. me this day of were presently before me. �#'`_279*• "��atZe-elAy Commission Expires: Witness my Hand and Seal: , 2O24 FEOCIA A ALLES-MAGcc. NOTARY PUBLIC STATE OF COLORADO !VOTARY ID 20154039283 MY COMMiSSM EXPIRES JANUARY 2, 2024 DEPARTMENT OF PLANNING SERVICES - ADMINISTRATIVE REVIEW CERTIFICATE OF APPROVAL: This Family Farm Division plat is accepted and approved by the Department of Planning Services for filing. • DirectoDepartment of Pia '` ng Services State of Colorado) )ss County of Weld The foregoing certification was acknowledged before me this day of 2024, My commission expires: —N Witness my hand and seal Notary Public NOME RANSLEM NOTARY PUBLIC S'A'LE OF COLORADO NOTARY ID 20124034827 MY COMMISSION EXPIRES JUNE 05, 2028 LEGAL DESCRIPTION PRIOR TO FFD24-0011: The N. 1/2 SE. 1/4 of Section 30, T.6 North, Range 64 West of the 6th P.M., County of Weld, State of Colorado, EXCEPT that parcel contained in the Quitclaim Deed recorded May 24, 1984 at Reception No. 1968O43. Said Legal Description is within the Deed recorded at Reception No. 4822153, Dated April 27, 2022. LOT A PROPERTY DESCRIPTION: A parcel of land being located in the North half (N. 1/2) of the Southeast Quarter (SE. 1/4) of Section 30, Township 6 North, Range 64 West of the 6th Principal Meridian, County of Weld, State of Colorado, and being more particularly described as follows: BEGINNING at the Southeast (SE.) Corner of said Section 30 and considering the East line of the Southeast Quarter (SE. 1/4) of said Section 30 as bearing NORTH 00'44'15" WEST with all bearings contained herein and relative thereto: THENCE NORTH 00'44915" WEST along the East line of the Southwest Quarter of said Section 30, 1317.70 feet to the South One —Sixteenth (S. 1/16th) Corner on the East line of said Section 30; THENCE NORTH 00'44'159' WEST continuing along the East line of the Southwest Quarter of said Section 30, 425.31 feet to the centerline of the Lone Tree Ditch as recorded at Book 289 on Page 250 dated 26th December 1908, said point also being the TRUE POINT OF BEGINNING; THENCE NORTH 00'44'15" WEST continuing along the East line of the Southwest Quarter of said Section 30, 740.68 feet to a point WHENCE the East Quarter (E. 1/4) corner of said Section 30 bears NORTH 00.44915" WEST, 151.70 feet, said point also being on the South Right—of—way line of Special Warranty Deed as described at Reception No. 2074586, Recorded on 24th October 1986 in the office of the Weld County Clerk and Recorder; THENCE SOUTH 89'O8'42" WEST along the South Right—of—way line of said Special Warranty Deed, 700.72 feet to a point on the centerline of said Lone Tree Ditch; THENCE along said centerline of Lone Tree Ditch the following ten (10) courses; (1) THENCE, SOUTH 46'32'29" EAST, 243.59 feet to a tangent curve concave to the right having a central angle of O7'38'O3", a Radius of 1112.29 feet, and a chord which bears SOUTH 42'43'28" EAST, a distance of 148.10 feet; (2) Thence along said curve, 148.21 feet to a point of reverse curve concave to the left having a central angle of 05'00'38", a Radius of 1046.09 feet, and a chord which bears SOUTH 41'24'45" EAST, a distance of 91.45 feet; (3) Thence along said curve, 91.48 feet to a Point of Tangency; (4) (5) (6) (7) EAST, 208.32 feet to a tangent curve concave to the left having a central angle of O2'56'O8", and a chord which bears SOUTH 45'23'O8" EAST, a distance of 39.99 feet; 39.99 feet to a Point of Tangency; EAST, 66.34 feet to a tangent curve concave to the left having a central angle of O5'21'43", and a chord which bears SOUTH 49'32'O3" EAST, a distance of 46.83 feet, 46.84 feet to a point of reverse curve concave to the right having a central angle of 08'33'14", and a chord which bears SOUTH 47'56'18" EAST, a distance of 71.40 feet, (8) Thence along said 71.46 feet to a point of compound curve concave to the right having a central angle of O9'36'34", a Radius of 352.61 feet, and a chord which bears SOUTH 38'51'24" EAST, a distance of 59.07 feet, (9) Thence along said curve, 59.14 feet to a to a Point of Tangency; (10) Thence SOUTH 34'02'199' of said Section 30, said THENCE SOUTH 43'55'O4" a Radius of 780.53 feet, Thence along said curve, THENCE SOUTH 46'51'12" a Radius of 500.55 feet, Thence along said curve, a Radius of 478.66 feet, curve, EAST, a distance of 45.24 feet to a point on the East line of the Southeast Quarter (SE. 1/4) point also being THE TRUE POINT OF BEGINNING. The above —described parcel of land contains 5.833 Gross Acres, more or less, and is subject to any rights —of —way or other easements as granted or reserved by instruments of record or as now existing on said tract of land. LOT B PROPERTY DESCRIPTION: A parcel of land being located in the North —half (N. 1/2) of the Southeast Quarter (SE. 1/4) of Section 30, Township 6 North, Range 64 West of the 6th Principal Meridian, County of Weld, State of Colorado, and being more particularly described as follows: BEGINNING at the Southeast (SE.) Corner of said Section 30 and considering the East line of the Southeast Quarter (SE. 1/4) of said Section 30 as bearing NORTH 00'44'15" WEST with all bearings contained herein and relative thereto: THENCE NORTH OO'44'15" WEST along the East line of the Southwest Quarter of said Section 30, 1317.70 feet to the South One —Sixteenth (S. 1 /16th) Corner on the East line of said Section 30, said point also being the TRUE POINT OF BEGINNING; THENCE SOUTH 88'48'O4" WEST along the South line of the North half of the Southeast Quarter of said Section 3O, 2643.13 feet to the Center —South One —Sixteenth (C —S 1 /16th) Corner of said Section 3O; THENCE NORTH 00'36'41" WEST along the West line of the North half of the Southeast Quarter of said Section 30, 1181.86 feet to a point WHENCE the Center Quarter (C. 1/4) corner of said Section 30 bears NORTH OO'36'41" WEST, 143.00 feet, said point also being on the South Right—of—way line of Special Warranty Deed as described at Reception No. 2O74586, Recorded on 24th October 1986 in the office of the Weld County Clerk and Recorder; - THENCE NORTH 89'08'42" EAST along said South Right—of—way line of Special Warranty Deed, 1939.73 feet to the centerline of the Lone Tree Ditch as recorded at Book 289 on Page 250 within the office of the Weld County Clerk and Recorder; THENCE along said centerline of Lone Tree Ditch, the following ten (10) courses; (9) (10) Thence SOUTH 34'O2'19" said Section 3O; THENCE, SOUTH 46'32'29" EAST, 243.59 feet to a tangent curve concave to the right having a central angle of 07'38'03", a Radius of 1112.29 feet, and a chord which bears SOUTH 42'43'28" EAST, a distance of 148.10 feet; Thence along said curve, 148.21 feet to a point of reverse curve concave to the left having a central angle of O5'OO'38", a Radius of 1046.09 feet, and a chord which bears SOUTH 41'24'45" EAST, a distance of 91.45 feet; Thence along said curve, 91.48 feet to a Point of Tangency; THENCE SOUTH 43'55'O4" EAST, 208.32 feet to a tangent curve concave to the left having a central angle of O2'56'O8", a Radius of 780.53 feet, and a chord which bears SOUTH 45'23'O8" EAST, a distance of 39.99 feet; Thence along said curve, 39.99 feet to a Point of Tangency; THENCE SOUTH 46'51'12" a Radius of 500.55 feet, Thence along said curve, a Radius of 478.66 feet, Thence along said curve, EAST, 66.34 feet to a tangent curve concave to the left having a central angle and a chord which bears SOUTH 49'32'O3" EAST, a distance of 46.83 feet, 46.84 feet to a point of reverse curve concave to the right having a central and a chord which bears SOUTH 47'56'18" 71.46 feet to a point of compound curve EAST, a distance of 71.40 feet, of 05'21943", angle of O8'33'14", concave to the right having a central angle of O9'36'34", a Radius of 352.61 feet, and a word which bears SOUTH 38'51'24" EAST, a distance of 59.07 feet, Thence along said curve, 59.14 feet to a to a Point of Tangency; EAST, a distance of 45.24 feet to a point on the East line of the Southeast Quarter (SE. 1/4) THENCE SOUTH OO'44'15" EAST along the East line of the North half (N. 1/2) of the Southeast Quarter (SE. 1/4) of said Section 30, 425.31 feet to the South One —Sixteenth (S. 1 /16th) corner on the East line of said Section 30, said point also being THE TRUE POINT OF BEGINNING. The above described parcel of land contains 65.360 Gross Acres, more or less, and is subject to any rights -of —way or other easements as granted or reserved by instruments of record or as now existing on said tract of land. DESIGNED BY: SIN m CHECKED BY: 0 Z 2024-014 Q O N U Q Z 0 cn W Q a 0 i U cn O Is a a 0 L. m a_ O a O mot' N O U O v a1 m 00 r \ M O cn cn .o .cn m a 0 M 00 ILO O 0 a wt O cn O 'o Q. a Q Q z L 0 V r \ co w O Z Q N O w J a U w W 4971664 Pages: 2 of 2 07/17/2024 04:29 PM R Fee:$23.00 Carly Koppes, Clerk and Recorder, Weld County , CO 11i1I KIEV kliti flit MI*�� i i FAMILY FARM DIVISION NO. FFD24 OO11 LOCATED IN THE NORTH HALF OF THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 6 NORTH, RANGE 64 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO EASEMENT & R.O.W. NOTES: THE RECORDED EASEMENTS AND RIGHTS OF WAY INFORMATION SHOWN HEREON ARE AS LISTED IN THE WELD COUNTY ROADVIEWERS REPORTS AND TITLE COMMITMENT PREPARED BY COMMONWEALTH LAND TITLE INSURANCE COMPANY DATED 05 MARCH, 2024 ; FILE No. 459—H50829499-416 . NO OTHER EASEMENT RESEARCH WAS PROVIDED AND NO EASEMENT RESEARCH WAS PERFORMED BY ME iN THE COURSE OF THIS SURVEY. NOTE: SOME UTILITIES MAY NOT BE PLACED WITHIN THE SHOWN RECORDED EASEMENTS, UTILITY LOCATES ARE RECOMMENDED TO DETERMINE THE LOCATION OF THE UNDERGROUND UTILITIES. EASEMENT N OTES (REFER TO SCHEDULE B EXCEPTIONS OF SAID TITLE COMMITMENT) 1) Reservations contained in the United States of America Patent (Exception #1) Recording Date: May 4, 1878; Recording No. Book 20 at Page 165. Subject to any vested and accrued water rights for mining, agricultural, manufacturing or other purposes and rights to ditches and reservoirs used in connection with such water rights, as may be recognized and acknowledged by the local customs, laws and decisions of the courts; and also subject to the right of the proprietor of a vein or lode to extract and remove his ore therefrom should thesame be found to penetrate or intersect the premises hereby granted, as provided by law. Notation: Subject conditions i contained n the Patent do not contain geometry, therefore is not demonstrated herein. 2) County Road right-of-way: whether in fee or easement only. (Exception #2) Recording Date: April 21, 1890; Recording at Book 48 at Page 327. N otation: Shown herein. 3) RJ Cooke Ditch - Irrigating Ditch: right-of-way, whether in fee or easement only. (Exception #3) Recording Date: February 8, 1888; Recording at. Book 64 at Page 625. N otation: Shown herein. 4) Lone Tree Ditch - Lateral Company: right-of-way, whether in fee or easement only. (Exception #4) Recording Date: December 26, 1908; Recording at. Book 289 at Page 250. Notation: Shown herein. 5) Any Taxes or Assessments. (Exception #5-6,8,21) Recording Dates: August 9, 1957; Recording at Book 1483 at Page 312; AND June 9, 1959; Recording at Book 1533 at Page 420; AND November 28, 1962 at Reception No. 1394788; AND September 29, 2019 at Reception No. 3721790. N otation: Documents do not contain geometry language; therefore; not graphically demonstrable herein. 6) interests in oil, gas and other mineral rights reserved in instruments. (Exception #7,10-14,22) Recording Dates: June 18, 1962; Recording at Book 1617 at Page 408; AND January 25, 1982 at Reception No. 1880857; AND March 2, 1982 at Reception No. 188446; AND November 21, 1984 at Reception No. 1989508; AND December 12, 1990 at Reception No. 2235720; AND December 12, 1990 at Reception No. 2235721; AND June 7, 2017 at Reception No. 4308341. N otation: Documents do not contain geometry language; therefore; not graphically demonstrable herein. 7) PanEnergy Field Services, Inc. Pipeline Right—of—way. (Exception #15) Recording Date: June2, 1997 at Reception No. 2550861 Notation: Shown herein. 8) Agreement Granting A Perpetual Easement for the use and maintenance of the COOK IRRIGATION CANAL (Exception #16) Recording Date: April 15, 2004 at Reception No. 3170839 Notation: Shown herein. 9) Request for Notification of Pending Surface Development (Exception #17-18) Recording August 24, 2007 at Reception No. 3499549; AND December 21, 2007 Notation: Documents do not contain geometry language; therefore; not graphically demonstrable herein. 10) Pipeline Right Of Way and Easement (Exception #19,23,24) Recording Date: August 29, 2008 at Reception 3575358 / Correction Recording Date: April 18, 2019 at Reception No. 4482073 Notation: Shown herein; AND August 31, 2018 at Reception No. 4427540; AND September 3, 2019 at Reception No. 4519738 1 1) Pipeline Easement and Right —of —Way Grant (Exception #21) Recording Date: August 31, 2018 at Reception 4427540 Notation: This easement is a blanket covering S/2 SE/4 of Section 30, outside of the subject land. 12) Road Maintenance Agreement (Exception #25) Recording Date: September 17, 2019 at Reception 4524147 Notation: Document does not contain geometry language; therefore; not graphically demonstrable herein. 13) Location Assessment For Gas Pipeline — LAP19—0012 (Exception #26) Recording Date: December 12, 2019 at Reception 4549693 N otation: Document does not contain geometry language; however, according to the map provided, the location appears run East and West along or below East/West Center line of Section 30 and is 200' wide. Demonstrated hereon. 14) USR18-0077 Pipeline Connector Development Plan (Exception #27) Recording Date: February 5, 2020 at Reception 4564431 N otation: Document does not contain geometry language; therefore; not graphically demonstrable hereon. 15) Northern Colorado Water Conservancy District Application for Class D Allotment (Exception #28) Recording Date: August 13, 2020 at Reception 46388301 N otation: Document does not contain geometry language; therefore; not graphically demonstrable hereon. 16) Short Form of Solar Energy Lease Agreement (Exception #29) Recording Date: November 16, 2022 at Reception 4867177 N otation: Document does not contain geometry language; therefore; not graphically demonstrable hereon. LONE TREE DITCH CENTER LINE, ALSO BEING THE BOUNDARY LINE LINE TABLE LINE No. L1 L2 L3 L4 DIRECTION S 46°32'29" E S 43°55'04" E S 46°51'12" E S 34°02'19" E DISTANCE 243.59' 208.32' 66.34' 45.24' CURVE TABLE CURVE No. C1 C2 C3 C4 C5 C6 DELTA 7°38'03" 5°00'38" 2°56'08" 5°21'43" 8°33'14" 9°36'34" RADIUS 1112.29' 1046.09' 780.53' 500.55' 478.66' 352.61' LENGTH 148.21' 91.48' 39.99' 46.84' 71.46' 59.14' CHORD S 42°43'28" E 148.10' S 41°24'45" E 91.45' S 45°23'08" E 39.99' S 49°32'03" E 46.83' S 47°56'18" E 71.40' S 38°51'24" E 59.07' LONE TREE DITCH NORTHERLY 30' R.O.W. LINE LINE TABLE LINE No. L5 L6 L7 DIRECTION S 46°32'29" E S 43°55'04" E S 46°51'12" E DISTANCE 212.86' 208.32' 66.34' CURVE TABLE CURVE N0. C7 C8 C9 C10 C11 C12 DELTA 7°38'03" 5°00'38" 2°56'08" 5°21'43" 8°33'14" 9°33'13" RADIUS 1142.29' 1016.09' 750.53' 470.55' 508.66' 382.61' LENGTH 152.20' 88.86' 38.45' 44.04' 75.94' 63.80' CHORD S 42°43'28" E 152.09' S 41°24'45" E 88.83' S 45°23'08" E 38.45' S 49°32'03" E 44.02' S 47°56'18" E 75.87' S 38°53'04" E 63.72' W. 1/4 COR. SEC. 30 FD. #6 REBAR W/ 3.25" ALUM. CAP L.S. 10855 S 88°57'22" W 2428.45' SET #6 REBAR W/ 3.25" ALUM. CAP AS A WITNESS CORNER TO THE C. 1/4 COR. OF SEC. 30 (ALSO A POINT ON THE C/L OF SWD REC. NO. 2074586, REC'd 10/24/1986) CENTER OF LONE TREE CREEK N. 1/4 COR. SEC. 30 FD. #6 REBAR W/ 2.5" ALUM. CAP L.S. 23501 0' 200' 400' SCALE 1 "-200' LINEAL UNITS STATEMENT All lineal distances are measured in feet and decimal feet units. (Surveyor's feet) C. 1/4 COR. SEC. 30 SET #6 REBAR W/ 3.25" ALUM. CAP L.S. 37041 (PER BLM RULES) ,.----- 43.00' • co OO 71- Cr) 60.00' i 0 en v cn 0 w� N d N aw w xo N o � o O Ci) Cn w x �l O W t:� [� H Cn SWD REC. NO. 2074586 REC'd 10/24/1986 RAILROAD R.O.W.- 100.00' PEASLEY-BRONSON DRAINAGE DITCH REC'd FEB 8, 1967, REC NO. 1500015 v_ N 89°0g'42" E 2640.45' 800' LEGEND = CALCULATED POINT (NOTHING FOUND OR SET) O = SET YPC STAMPED L.S. 37041 W/ #4 REBAR = SECTION CORNER AS DESCRIBED += QUARTER (1/4) CORNER AS DESCRIBED -¢- = SIXTEENTH (1/16) CORNER AS DESCRIBED NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 30 S 88°57'22" W 2640.17' spa MIS DITCH LOCATED BY FIELD SURVEY. NO DIMENSIONS GIVEN. \\\ � t • -\ \ \ WILLIAMS FIELD SERVICES LLC. ` :),se\- PIPELINE R.O.W. - NOT 4482-07� Rrec.04/1_8/2019 =--•It•.ts i � t ' 1 l t 1 t � t t 1 t , • • i I i 1 samara.-- - r IOW RELOCATED RJ COOKE DITCH BK 64 PG 625 REC'd 02/08/1888 AND REC. NO. 3170839 REC'd 04/15/2004 (AS SURVEYED) FEMA 100 YR FLOOD ZONE A 08123C 1575F Eff. 11/30/2023 CENTER OF LONE TREE CREEK (RUNS ALONG THE BOUNDARY LINE) 1, i 55.00' i Litzi, i L zi�� A SET #4 REBAR YPC PLS 37041 P.O.L. C -S. 1/16 COR. SEC. 30 SET #6 REBAR W/ 3.25" ALUM. CAP L.S. 37041 (PER BLM RULES) A -tea 3 2 .75' Z ^J mil, i 'kr(NM °i 3 A p S.1/4 COR. SEC. 30 FD. #6 REBAR W/ 3.25" ALUM. CAP L.S. 10855 car Sas DJ SOUTH GATHERING, INC. PIPELINE EASEMENT REC. NO. 4519738, REC'd 09/03/2019 lamina-._._ 19 ROAD -- `- IMPS maw owns -�\ Q `\ ----\�``\ CENTER LINIOF, .,\ .<N‘ `\ `\ THE LONE TREE DITCH \_ BK 289 PG 250 E.-1/4 COR. SEC. 30 FD. #6 REBAR W/ 3.25" ALUM. CAP L.S. 10855 (IN RANGE BOX) NOTE: C/L OF RAILROAD IS WITHIN THE GAS PIPELINE EASEMENT \ MN o° o° bo • �o• CHEYENNE CONNECTOR PIPELINE, INC. PIPELINE EASEMENT REC. NO. 4427540, REC'd 08/31/2018 PETRO WELL UHRICH #33-30 \\ REC'd 12/26/1908 \ \(AS LOCATED IN THE FIELD ON 11 APRIL, 2024) \\\ \\\ N. 1/2 OF THE SE. 1/4 LOT B 65.360 t ACRES (GROSS) 65.051 t ACRES (NET) 2558.13' .„ PETRO WELL UHRICH #43-30 S 88°48'04" W 2643.9 OF SECTION 30 SOUTH LINE OF THE NORTH HALF OF THE SOUTHEAST QUARTER IRIZIGATION PIVOT • • rf z-... '. L, j F 13 OF • z 04- ' ? ..._3 �� K < r ART • N. . :'! :•0. • N 88°38'41" E 2646.1 SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 30 ••_ • • • • • • • •-• • • •'•' • • w 0 0 0 GAS PIPELINE EASEMENT REC. NO. 4549693 REC'd 12/12/2019 700.72' 670.72' a_ •. �-\�•' SF.l-S '•rr` �. a ti'J.y., 51.70' 100.00' 4, CLOSE & \ RECLAIM • `O �//��--- . / \G�� // 5.833 ± ACRES Ne '\/ `C� _ (GROSS) b 5.339 ± ACRES (NET) ° \ C p [SEE SURVEYOR \ NOTE #6] 0\R\ceE6,S. ACCESS AG. & \\ DITCH \\ `Q� \ems W.C.R. 51 & LONE TREE DITCH R.O.W. PIN ` S 42°36'39" E 14.03' FROM SOUTH POINT OF "C11" • •• • •• Gel .• � , I • �• • i• • • • it • • kJ; ••-••. ••. . v..7'• t• •• . • il. • • G • •. to r,. . 7 1 \ ACCESS C(C-1) U\4 \111 \Cr `e S \ AG. \, ACCESS S. 1/16 COR. SEC. 30 SET #6 REBAR W/ 3.25" ALUM. CAP L.S. 37041 IN RANGE BOX (PER BLM RULES) AND TRUE POINT OF BEGINNING OF 'LOT B' • •• • 1 L4 FUTURE RESERVED R.O.W. 80.00' EXISTING R.O.W. 60.00' 30.00' DECLARED PUBLIC HWY BK5 PG 390 04/11/1890 W.C.R. NO. 64 (GRAVEL) -- 1�� SE. COR. SEC. 30, T.6 N., R.64 W. FD. #6 REBAR W/ 2.50" ALUM. CAP L.S. 20671 (IN RANGE BOX) .. PAN ENERGY FIELD SERVICES INC. PIPELINE R.O.W. REC. NO. 2550861 REC'd 06/02/1997 2._4,e. k.... to _ 44÷s.::: ••<#. C ZS, wee \ % firitili*AU I. is, -1O "Cfra 49a Ilya 2024-01 4 DESIGNED BY: CHECKED BY: REVISIONS to cn oo tn to CD COLORADO COUNTY OF WELD GOLDFINCH SOLAR USE BY SPECIAL REVIEW SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 33 . 67 ACRES PROJECT NUMBER : U S RXXXX-XXXX DESIGN 1 ENGINEERING DRAWING INDEX 1 400 Shattuck Avenue, Suite 3 Berkeley, California 9 4 70 9 SHEET NUMBER SHEET TITLE SHEET- 1 OF 17 COVER SHEET SHEET-2OF17 PARCEL MAP SHEET-3 OF 17 GENERAL SITE PLAN. SHEET-4 OF 17 DEVOPMENT STANDARDS SHEET- 5 OF 17 SECTIONS & DETAILS • • II . SHEET6 Of= 1T FENCIN' G PLAN • •.I u SunShare • SHEET- 70F17 LANDSCAPE PLAN • • COMM UNiTv SOLAR SHEET-S OF 17 SIGNS SHEET-9 OF 17 CIVIL NOTES 11jj SHEET- 10 OF 17 OVERALL CIVIL SITIE PLAN 1724 GILPIN STREET , _ DENVER , CO 80218 SHEET- 11 OF 17 DETAILED C11JIL SITE PLAN ft I ½ ' SHEET-12 OF 17 EROSION AND SEDIMENT CONTROL NOTES SHEET- 13 OF 17 EROSION CONTROL PLAN SHEET- 14 OF 17 SWMP & SITE DETAILS OO Li• OFN SHEET-16 OF 17 SWMP SITE DF I AILS �o�;:�pY • G q': �- SH EEN- 16 OF 17 GRADING PLAN SHEET 1 :• �- Gam' SHEET- 17 OF 17 GRADING PLAN SHEET 2 0 < 56414 > ? FSS/ONAL ��G EXP . 10/31 /2023 PROJECT SITE LOCATION Green GOLDFINCH iercia: ll Sil , ni i c SOLAR LLC Producers laeed Lot 7 . 0 MWAC 8 . 0 MWDC CONTACT INFORMATION X SOLAR PROJECT APPLICANT: NAME ADDRESS U Q 1 VICINITY MAP PHONE NUMBER LICENSE NUMBER N S- 1 NTS N 0 CONSULTANT : NAME ADDRESS III PHONE NUMBER LICENSE NUMBER m STATEMENT: SECTION 30 , TOWNSHIP 6 00 SIGNATURE : NORTH , RANGE 64 W COMMUNITY DEVELOPMENT DIRECTOR WELD COUNTY , CO 80218 cn ENGINEERING DEVELOPMENT REVIEW MANAGER (40m4520 ) - 1 04 . 589 °) PLANNING COMMISSION III LANDSCAPE ARCHITECT c ENGINEER U DATE : z I J 0 PLANNING COMMISSION CERTIFICATION cn 0 PRELIMINARY 09/28/23 N R . NO DESCRIPTION DATE cn III THIS IS TO CERTIFY THAT THE WELD COUNTY PLANNING COMMISSION HAS CERTIFIED AND DOES HEREBY II RECOMMEND TO THE BOARD OF COUNTY COMMISSIONERS , WELD COUNTY COLORADO , FOR ITS SHEET TITLE : CONFIRMATION , APPROVAL AND ADOPTION THIS SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW AS SHOWN AND DESCRIBED HEREON THIS DAY OF - m COVER SHEET CHAIR , WELD COUNTY PLANNING COMMISSION m PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 04/ 25 / 2023 PROPERTY OWNERS CERTIFICATION C DRAWN BY : SJ CHECKED BY : CB SCALE : AS SHOWN DRAWING NO . SHEET - 1 F17 I , , OF CARSON JANICE MARIE DO HEREBY AGREE TO THE SITE SPECIFIC O III DEVELOPMENT PLAN AND USE BY SPECIAL STANDARDS REVIEW AS DESCRIBED HEREON o THIS DAY OF ' ( S( S � i H SIGNATURE PRINTED NAME GOLDFINCH SOLAR USE BY SPECIAL REVIEW SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 33 . 67 ACRES PROJECT NUMBER : U S RXXXX-XXXX DESIGN 1 ENGINEERING 1 400 Shattuck Avenue, Suite 3 Berkeley, California 9 4 70 9 APN : 080130000038 APN ADJACENT ZONNING SUBDIVISION USES 080130000025 AGRICULTURAL 080130000023 RESIDENTIAL APN : 080129000034 080130300060 AGRICULTURAL_ ______ _ _____ ___ _ _ / J 080130300061 AGRICULTURAL • • 080130300065 RESIDENTIAL • _ SunShare APN : 080130000047 a 080131000042 AGRICULTURAL • • C U NI M U N I T V S 0 L A R APN : 080130000025 080130000047 AGRICULTURAL II 1 APN : 080130300068 - 080130300068 AGRICULTURAL II APN : 080130400003 APN : 080129000046 080130300067 AGRICULTURAL 1724 GILPIN STREET , • 'Efl 080130300066 AGRICULTURAL DENVER , CO 80218 080130000038 AGRICULTURAL APN : 080130300066 I APN : 080129300001 080130400003 AGRICULTURAL APN : 080130000023 11 I 080130400002 AGRICULTURAL DO LIOFN — — ® — — APN : 080129300007 O •.. G Y sF APN : 080130300067 �, • . .....•• o 080130400001 RESIDENTIAL • Gam " t PV SOLAR PROJECT 1 080131000044 AGRICULTURAL to 56414 � s APN : 080130300061 LOCATION - 33 . 67 ACRES 1 080129000034 AGRICULTURAL G A�'o,�F..,.•• •.. •,,:��`� ( 1466681 SQ FEET) SS /ONAL 080129000046 AGRICULTURAL EXP . 10/31 /2023 I SUBJECT AREA I APN : 080130400002 71 . 40 ACRES 080129300001 AGRICULTURAL 1 1 (3110300 SQ FEET) APN : 080129300006 080129300007 AGRICULTURAL APN : 080130400001 / 080129300006 AGRICULTURAL 080132000016 AGRICULTURAL GOLDFINCH - - 080132000017 AGRICULTURAL SOLAR LLC APN : 080130300065 1 APN : 080132000016 APN : 080130300066 7 . 0 MWAC APN : 080131000044 8 . 0 MWDC Q0 ro APN : 080132000017 N 1 SOLAR PROJECT n. APN : 080131000042 I 1Y w N_ In Of W 2 PARCEL MAP SECTION 30 , TOWNSHIP 6 S-2 NTS N NORTH , RANGE 64 WELD COUNTY , CO 80218 cn (40m452 ° , - 104 . 589 °) USE BY SPECIAL REVIEW STANDARD NOTES : w 1 . FAILURE TO OBTAIN A BUILDING PERMIT WITHIN TWELVE ( 12) MONTHS AFTER THE DATE OF USE BY SPECIAL REVIEW APPROVAL SHALL CAUSE THE UNBUILT PORTION OF THIS USE BY SPECIAL REVIEW TO BE NULL AND VOID , UNLESS AND EXCEPTION WAS GRANTED . =I 2 . APPROVAL OF SITE CONSTRUCTION PLANS BY THE WELD COUNTY SHALL BE REQUIRED (AS APPLICABLE) PRIOR TO ISSUANCE OF BUILDING PERMITS . 0 3 . FOR AN EXPANSION OF THE USE IN FUTURE PHASES , THE APPLICANTS SHALL SUBMIT A SEPARATE USE BY SPECIAL REVIEW , WHICH MUST BE APPROVED PRIOR TO CDI ISSUANCE OF A BUILDING PERMIT . 0 PRELIMINARY 09/28/23 4 . SIGNAGE SHOWN ON THIS PLAN IS FOR ILLUSTRATIVE PURPOSES ONLY . A SEPARATE SIGN PERMIT SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL . REV. NO DESCRIPTION DATE III 5 . ALL EXISTING AND PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND . SHEET TITLE : 6 . NO BUILDING PERMIT SHALL BE ISSUED FOR THE CONSTRUCTION OF A NEW BUILDING OR STRUCTURE UNLESS THE PROPERTY HAS BEEN PLATTED IN ACCORDANCE WITH THE CITY' S SUBDIVISION REGULATIONS ( CHAPTER 3) . PARCEL MAP 7 . ALL ELEVATIONS SHOWN ON THESE PLANS ARE TIED TO NAVD 88 DATUM . 8 . ALL REQUIRED APPROVALS AND COPIES OF EXECUTED EASEMENTS , SUCH AS TEMPORARY CONSTRUCTION EASEMENTS , PERMANENT MAINTENANCE EASEMENTS , CROSS ACCESS EASEMENTS , OR CROSS - PARKING EASEMENTS SHALL BE PROVIDED TO THE CITY PRIOR TO APPROVAL OF THE USE BY SPECIAL REVIEW AND CIVIL CONSTRUCTION PR0J . MGR . : SS PR0J . ENGR . : SS DATE : 04/ 25/ 2023 PLANS . C DRAWN BY: SJ CHECKED BY : GB SCALE : AS SHOWN DRAWING NO . w O 2 F 17 SHEET S - 2 GOLDFINCH SOLAR USE BY SPECIAL REVIEW TT1 SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 33 . 67 ACRES . SC� LVIDA PROJECT NUMBER : U S RXXXX-XXXX DESIGN ENGINE 'E 'RING PV SYSTEM DESCRIPTION SITE DATA 1400 Shattuck Avenue, Suite 3 TOTAL MWDC 8 . 01 DESCRIPTION Berkeley, California 94709 UNPLATTED TOTAL MWAC 7 . 00 ZONING AGRICULTURAL ( N ) FENCED PRIVACY SLATS OWNER : DCP MIDSTREAM LP I DC-AC RATIO 1 . 14 PRIMARY LAND USE AGRICULTURAL PARCEL NO . 080130000038 & 080130000037 NORTH LINE OF CARSON PROPERTY MODULE MANUFACTURER CANADIAN SOLAR ACCESSORY LAND USE OIL AND GAS PRODUCTION MODULE MODEL CS7N-695TB-AG SITE AREA REQUIRED PROVIDED 1023 . 4 ' MODULE WATT 695 BUILDING COVERAGE N /A N /A TG G G T\ G G G \ \ G G _ `r11 , 526 ALKS ARKIN ND / / ■ ■ G MODULE COUNT 11 526 DRIVE, P G A N A N A G G \ _ = MAXIMUM DC VOLTAGE 1 , 500 W _ = OPEN SPACE NA • • C0MMUNITX 5 0 L A R = _ _ = G MODULES PER STRING 17 10% / INVERTER MANUFACTURER HINT POWER PARKING REQUIRED PROVIDED _ _ . -� -- =_- - _ - - _ A CC = _ = ;- - ' --- , - SYSTEMS o — — — — — — 50' PIPELINE EASEMENT & RIGHT-OF-WAY GRANT STANDARD SPACES N /A N /A / . — � 4`bINVERTER MODEL CPS SCA60KTL COMPACT SPACES N /A N /A 1724 GILPIN STREET , - - � - _ _ - _ _ REC . NO . 4482073_ / _ _ DENVER , CO 80218 1 � — e - - - - - _ — — — - ADA SPACES N /A N /A MODULE MOUNTING SINGLE AXIS TRACKER h3 " � \\ \ B � � LOADING SPACES N /A N /A 1 HIGH MOUNTING �� i CONFIGURATION ° BICYCLE N /A N /A U � \ I PROJECT AREA 33 . 67 ACRES SETBACKS REQUIRED PROVIDED l \ p � � \ \ ( E) GAS LINE I � ,D0 L/OFN C'3 68 . 0 ' I \\ o DISTURBED AREA 34 . 5 ACRES FRONT 25 ' >25 ' •••PY•G.• S�. z B � o � � � LEGEND SIDE 25 ' >25 ' • �-- / / °�i w r I O \ \\ \ 85 MODULE TRACKER ROW ( 123) 0 56414 LL �� REAR 25 ' >25 :• w o 30' RIGHT-OF-WAY GRANT 51 MODULE TRACKER ROW (21 ) , , •• J o �� CORNER 25>25 °� •.. • `� 8 2 I � 51 REC . NO . 4519738 I PROPERTY LINE FSS/0NAL E��\� I \ o\\ \ \\ / EASEMENT PARKING 25 ' >25 ' EXP . 10/31 /2023 10 . 0 ' � \ \\� T 8' HIGH SECURITY FENCE BUILDING DESIGN REQUIRED PROVIDED EQUIPMENT RACK - SAT ELEMENTS I o 0 0 0 20' ACCESS ROAD FLOOR AREA RATIO z Cc zz ( N ) EQUIPMENT PAD I ' I TEMPORARY PARKING ( COMMERCIAL N /A N /A J pp w w , V ... . . . . . .. . . . . . . . . . . . . . . \ ` \\ .. . 101 . 2' � � � � � U 1 50' PIPELINE EASEMENT PROJECTS ONLY ) REC . NO . 4427540 GOLDFINCH W l ` \ \ DENSITY ( RESIDENTIAL N /A N /A 26 ) . . 1 .I�-i I PROJECTS ONLY) or; �� T MAXIMUM BUILDING w I I v ° N /A N /A SOLAR LLC z HEIGHT p IN/ TRANSPARENCY N/A N /A 0 N 52 \ � I Q HOURS OF OPERATION N /A N /A " ' B 0 �� NUMBER OF 7 . 0 MWAC / ' u 'I 100' 19833' T o EMPLOYEES LIIEN A N A I I I IL UTHER USE SPECIFIC N /A N /A 8 . 0 MWDC 25 3 Q o z INFORMATION o- o fr _ SOLAR PROJECT 25 �.1 - '- ' - ,, ., � L � o > I " w o I I QD 11 I 2g IO GATE REFER TO 1 ' 0 DETAIL 1 /S-6 I I I I 41 °m 1 SECTION 30 , TOWNSHIP 6 ° I NORTH , RANGE 64 ( N) TRANSFORMER . ° I w � SOIL TYPE LINE I WELD COUNTY , CO 80218 N l (40m452 ° , - 104 . 589 °) TEMPORARY PARKING / DURING CONSTRUCTION 20 a / I __ ; ( N ) INVERTER (TYP . ) 9 . 21 N I U I1 l z I — — — — — — COUNTY ROAD 64 0 PRELIMINARY 09/28/23 o 2 R . NO DESCRIPTION DATE "IiCONTOUR\ SITE ENTRANCE S-5 LINE (TYP . ) II SHEET TITLE : m ri GENERAL SITE PLANmGENERAL SITE PLAN _ S-3 1 " = 200' 0 100' 200' 400' C rn m NUMBER SOIL TYPES ID SIGNAGE PROD , MGR . : SS PROD . ENGR . : SS DATE: 04/25 /2023 1 ALTVAN LOAM , 0 TO 1 PERCENT SLOPES \A PROJECT OPERATOR DRAWN BY : SJ CHECKED BY: GB SCALE : AS SHOWN 26 HAVERSON LOAM , 1 TO 3 PERCENT SLOPES B HIGH VOLTAGE WARNING SIGNAGE DRAWING NO . 41 NUNN CLAY LOAM , 0 TO 1 PERCENT SLOPES © PROJECT LOCATION 51 OTERO SANDY LOAM , 1 TO 3 PERCENT SLOPES SHEET 3 T F 17 n. 52 OTERO SANDY LOAM , 3 TO 5 PERCENT SLOPES IMPORT DATA FROM ( S � 3 ) U . S . D . A . NATURAL RESOURCES CONSERVATION SERVICE WELD COUNTY , COLORADO GOLDFINCH SOLAR USE BY SPECIAL REVIEW SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 33 . 67 ACRES PROJECT NUMBER : U S RXXXX-XXXX DESIGN 1 ENGINEERING 1400 Shattuck Avenue, Suite 3 DEVELOPMENT STANDARDS Berkeley, California 94709 1 . THE SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW PERMIT , USRXXXX-XXXX , IS FOR A MEDIUM SCALE SOLAR FACILITY ( 7 . 0 MWAC ) IN THE AGRICULTURE ZONE DISTRICT , AND IS SUBJECT TO THE DEVELOPMENT STANDARD STATED HEREON . 2 . APPROVAL OF THIS PLAN MAY CREATE A VESTED PROPERTY RIGHT PURSUANT TO SECTIONOF THE WELD COUNTY CODE . 3 . NO PARCEL INCLUDED WITHIN THE USR PERMIT BOUNDARY SHALL BE CONVEYED OR LEASED SEPARATELY FROM ANY OTHER PARCEL WITHIN THE USR PERMIT BOUNDARY . 4 . THIS IS AN UNMANNED FACILITY . SunShare 5 . THE SITE SHALL BE MAINTAINED IN ACCORDANCE WITH THE APPROVED PROPERTY MAINTENANCE PLAN . • • COMMUNITY S © 1. A R 6 . THE SITE SHALL BE MAINTAINED IN ACCORDANCE WITH THE APPROVED DECOMMISSIONING PLAN . 7 . THE SITE SHALL BE MAINTAINED IN ACCORDANCE WITH THE APPROVED LANDSCAPE AND SCREENING PLAN . 8 . ALL SIGNS SHALL ADHERE TO CHAPTER 24 , CHAPTER 9 ; A SEPARATE PERMIT WILL BE REQUIRED . 1724 GILPIN STREET , 9 . NO OUTDOOR STORAGE OF ANY MATERIALS AND EQUIPMENT INCLUDING , BUT NOT LIMITED TO , SOLAR PANELS AND SUPPORT STRUCTURES NOT IN OPERATION WILL BE ALLOWED . DENVER , CO 80218 10 . NO EQUIPMENT ASSOCIATED WITH THE SOLAR FACILITY SHALL BE LOCATED NEARER THAN THIRTY ( 30 ) FEET TO THE BOUNDARY OF ADJACENT PROPERTIES , IRRIGATION DITCHES AND/OR RIGHTS-OF-WAY . 11 . SOURCES OF LIGHT SHALL BE SHIELDED SO THAT LIGHT RAYS WILL NOT SHINE DIRECTLY ONTO ADJACENT PROPERTIES WHERE SUCH WOULD CAUSE A NUISANCE OR INTERFERE WITH THE USE ON THE ADJACENT PROPERTIES IN ACCORDANCE WITH THE PLAN . NEITHER THE DIRECT , NOR REFLECTED , LIGHT FROM ANY LIGHT SOURCE MAY CREATE A TRAFFIC HAZARD TO OPERATORS OF MOTOR VEHICLES ON PUBLIC OR PRIVATE STREETS . NO COLORED LIGHTS MAY BE USED , WHICH MAY BE CONFUSED WITH , OR CONSTRUED AS , TRAFFIC CONTROL DEVICES . VT3 ° LIOFN 12 . ALL LIQUID AND SOLID WASTES (AS DEFINED IN THE SOLID WASTES DISPOSAL SITES AND FACILITIES ACT , C . R . S . § 30-20- 100 . 5 ) SHALL BE STORED AND REMOVED FOR FINAL DISPOSAL IN A MANNER THAT PROTECT AGAINST SURFACE AND GROUNDWATER CONTAMINATION . ' � 0 La'-' V �: 13 . NO PERMANENT DISPOSAL OF WASTES SHALL BE PERMITTED AT THIS SITE . THIS IS NOT MEANT TO INCLUDE THOSE WASTES SPECIFICALLY EXCLUDED FROM THE DEFINITION OF A SOLID WASTES DISPOSAL SITES AND FACILITIES ACT , C . R . S . § 30 -20- 100 . 5 . , hL 56414 Ci 14 . WASTE MATERIALS SHALL BE HANDLED , STORED , AND DISPOSED OF IN A MANNER THAT CONTROL FUGITIVE DUST , FUGITIVE PARTICULATE EMISSION , BLOWING DEBRIS , AND OTHER POTENTIAL NUISANCE CONDITIONS . THE FACILITY SHALL OPERATE IN ACCORDANCE WITH CHAPTER 14 , ��o'•., •,:k3 ARTICLE I , OF THE WELD COUNTY CODE . EXP . 10/31O423 ANNA 15 . FUGITIVE DUST SHOULD ATTEMPT TO BE CONFINED ON THE PROPERTY . USES ON THE PROPERTY SHOULD COMPLY WITH THE COLORADO AIR QUALITY COMMISSION ' S AIR QUALITY REGULATIONS . 16 . THE OPERATION SHALL COMPLY WITH ALL APPLICABLE RULES AND REGULATIONS OF STATE AND FEDERAL AGENCIES AND THE WELD COUNTY CODE . 17 . THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR CONTROLLING NOXIOUS WEEDS ON THE SITE , PURSUANT TO CHAPTER 15 , ARTICLES I AND II , OF THE WELD COUNTY CODE . 18 . THE ACCESS TO THE SITE SHALL BE MAINTAINED TO MITIGATE ANY IMPACTS TO THE PUBLIC ROAD , INCLUDING DAMAGES AND/OR OFF -SITE TRACKING . GOLDFINCH 19 . THERE SHALL BE NO PARKING OR STAGING OF VEHICLES ON PUBLIC ROADS . ON SITE PARKING SHALL BE UTILIZED . 20 . ANY WORK THAT MAY OCCUPY AND/OR ENCROACH UPON ANY COUNTY RIGHTS- OF -WAY OR EASEMENT SHALL ACQUIRE AN APPROVED RIGHT-OF-WAY USE PERMIT PRIOR TO COMMENCEMENT . SO LAR LLC 21 . THE PROPERTY OWNER SHALL COMPLY WITH ALL REQUIREMENTS PROVIDED IN THE EXECUTED ROAD MAINTENANCE AGREEMENT . 22 . THE HISTORICAL FLOW PATTERNS AND RUN -OFF AMOUNTS ON THE SITE WILL BE MAINTAINED . 23 . BUILDING PERMITS MAY BE REQUIRED , PER SECTION 29-3 - 10 OF THE WELD COUNTY CODE . CURRENTLY , THE FOLLOWING HAVE BEEN ADOPTED BY WELD COUNTY : 2018 INTERNATIONAL CODES , 2006 INTERNATIONAL ENERGY CODE , AND 2017 NATIONAL ELECTRICAL CODE . A BUILDING PERMIT 7 . 0 MWAC APPLICATION MUST BE COMPLETED AND TWO (2 ) COMPLETE SETS OF ENGINEERED PLANS BEARING THE WET STAMP OF A COLORADO REGISTERED ARCHITECT OR ENGINEER MUST BE SUBMITTED FOR REVIEW . A GEOTECHNICAL ENGINEERING REPORT PERFORMED BY A COLORADO 8 . 0 MWDC co REGISTERED ENGINEER SHALL BE REQUIRED OR AN OPEN HOLE INSPECTION . X SOLAR PROJECT N 24 . THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE DESIGN AND OPERATION STANDARDS OF CHAPTER 23 OF THE WELD COUNTY CODE . n. 25 . NECESSARY PERSONNEL FROM THE WELD COUNTY DEPARTMENTS OF PLANNING SERVICES , PUBLIC WORKS , AND PUBLIC HEALTH AND ENVIRONMENT SHALL BE GRANTED ACCESS ONTO THE PROPERTY WITH NOTICE TO THE FACILITY OPERATOR AND/OR PROPERTY OWNER AT ANY REASONABLE TIME IN ORDER TO ENSURE THE ACTIVITIES CARRIED OCT ON THE PROPERTY COMPLY WITH THE CONDITION OF APPROVAL AND DEVELOPMENT STANDARDS STATED HEREIN AND ALL APPLICABLE WELD COUNTY REGULATIONS . w N Of 26 . THE USE BY SPECIAL REVIEW AREA SHALL BE LIMITED TO THE PLANS SHOWN HEREON AND GOVERNED BY THE FOREGOING STANDARDS AND ALL APPLICABLE WELD COUNTY REGULATIONS . SUBSTANTIAL CHANGES FROM THE PLANS OR DEVELOPMENT STANDARDS , AS SHOWN OR STATED , III SHALL REQUIRE THE APPROVAL OF AN AMENDMENT OF THE PERMIT BY THE WELD COUNTY BOARD OF COUNTY COMMISSIONERS BEFORE SUCH CHANGES FROM THE PLANS OR DEVELOPMENT STANDARDS ARE PERMITTED . ANY OTHER CHANGES SHALL BE FILED IN THE OFFICE OF THE DEPARTMENT OF PLANNING SERVICES . SECTION 30 , TOWNSHIP 6 no 27 . THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL THE FOREGOING DEVELOPMENT STANDARDS . NONCOMPLIANCE WITH ANY OF THE FOREGOING DEVELOPMENT STANDARDS MAY BE REASON FOR REVOCATION OF THE PERMIT APPROVAL AND NORTH , RANGE 64 REVOCATION BY WELD COUNTY PLANNING COMMISSION . BOARD OF COUNTY COMMISSIONERS MAY HAVE THEIR OWN SEPARATE PROCESS . COMPLIANCE IS THE RESPONSIBILITY OF THE LAND OWNER . WELD COUNTY CO 80218 28 . RIGHT TO EXTRACT MINERAL RESOURCES STATEMENT : WELD COUNTY HAS SOME OF THE MOST ABUNDANT MINERAL RESOURCES , INCLUDING , BUT NOT LIMITED TO , SAND AND GRAVEL , OIL , NATURAL GAS , AND COAL . UNDER TITLE 34 , OF THE COLORADO REVISED STATUTES , MINERALS ARE (40m4520 , - 104 . 589 ) VITAL RESOURCES BECAUSE (A) THE STATE ' S COMMERCIAL MINERAL DEPOSITS ARE ESSENTIAL TO THE STATE ' S ECONOMY ; ( B ) . THE POPULOUS COUNTIES OF THE STATE FACE A CRITICAL SHORTAGE OF SUCH DEPOSITS ; AND ( C ) SUCH DEPOSITS SHOULD BE EXTRACTED ACCORDING TO A 3 RATIONAL PLAN , CALCULATED TO AVOID WASTE OF SUCH DEPOSITS AND CAUSE THE LEAST PRACTICABLE DISRUPTION OF THE ECOLOGY AND QUALITY OF LIFE OF THE CITIZENS OF THE POPULOUS COUNTIES OF THE STATE MINERAL RESOURCES LOCATIONS ARE WIDESPREAD THROUGHOUT III THE COUNTY AND PERSONS MOVING INTO THESE AREA MUST RECOGNIZE THE VARIOUS IMPACTS ASSOCIATED WITH THIS DEVELOPMENT . OFTENTIMES , MINERAL RESOURCES ARE PROTECTED PROPERTY RIGHTS AND MINERAL OWNERS SHOULD BE AFFORDED THE OPPORTUNITY TO mI EXTRACT THE MINERAL RESOURCES . = 29 . THE WELD COUNTY RIGHT TO FARM STATEMENT , AS IT APPEARS IN SECTIONS 22 -2-20J . 2 OF THE WELD COUNTY CODE , SHALL BE PLACED ON THE MAP AND RECOGNIZED AT ALL TIMES . U J = WELD COUNTY IS ONE OF THE MOST PRODUCTIVE AGRICULTURAL COUNTIES IN THE UNITED STATES , TYPICALLY RANKING IN THE TOP TEN COUNTIES IN THE COUNTRY IN TOTAL MARKET VALUE OF AGRICULTURAL PRODUCTS SOLD . THE RURAL AREAS OF WELD COUNTY MAY BE OPEN AND SPACIOUS , BUT THEY ARE INTENSIVELY USED FOR AGRICULTURAL . PERSONS MOVING INTO A RURAL AREA MUST RECOGNIZE AND ACCEPT THERE ARE DRAWBACKS , INCLUDING CONFLICTS WITH LONG -STANDING AGRICULTURAL PRACTICES AND A LOWER LEVEL OF SERVICES THAN IN TOWN . ALONG WITH THE DRAWBACKS COME THE INCENTIVES WHICH ATTRACT URBAN DWELLERS TO RELOCATE TO RURAL AREA : OPEN VIEWS , SPACIOUSNESS , WILDLIFE , LACK OF CITY NOISE AND CONGESTION AND THE RURAL ATMOSPHERE AND WAY OF LIFE WITHOUT NEIGHBORING FARMS , THOSE 0 PRELIMINARY 09/28/23 FEATURES WHICH ATTRACT URBAN DWELLERS TO RURAL WELD COUNTY WOULD QUICKLY BE GONE FOREVER . RAT. NO DESCRIPTION DATE III AGRICULTURAL USERS OF LAND SHOULD NOT BE EXPECTED TO CHANGE THEIR LONG ESTABLISHED AGRICULTURAL PRACTICES TO ACCOMMODATE THE INTRUSIONS OF URBAN USERS INTO A RURAL AREA. WELL- RUN AGRICULTURAL ACTIVITIES WILL GENERATE OFF SITE IMPACTS , INCLUDING SHEET TITLE : NOISE FROM TRACTORS AND EQUIPMENT ; SLOW MOVING FARM VEHICLES ON RURAL ROADS ; DUST FROM ANIMAL PENS , FIELD WORK , HARVEST AND GRAVEL ROADS ; ODOR FROM ANIMAL CONFINEMENT , SILAGE AND MANURE ; SMOKE FROM DITCH BURNING ; FLIES AND MOSQUITOES ; HUNTING AND TRAPPING ACTIVITIES ; SHOOTING SPORTS , LEGAL HAZING OF NUISANCE WILDLIFE ; AND THE USE OF PESTICIDES AND FERTILIZERS IN THE FIELDS , INCLUDING THE USE OF AERIAL SPRAYING . IT IS COMMON PRACTICE FOR AGRICULTURAL PRODUCERS TO UTILIZE AN ACCUMULATION OF Q AGRICULTURAL MACHINERY AND SUPPLIES TO ASSIST IN THEIR AGRICULTURAL OPERATIONS . A CONCENTRATIONS OF MISCELLANEOUS AGRICULTURAL MATERIALS OFTEN PRODUCES A VISUAL DISPARITY BETWEEN RURAL AND URBAN AREAS OF THE COUNTY . SECTION35-3 . 5- 102 , C . R . S . PROVIDES DEVELOPMENT m THAT AN AGRICULTURAL OPERATIONS SHALL NOT BE FOUND TO BE A PUBLIC OR PRIVATE NUISANCE IF THE AGRICULTURAL OPERATION ALLEGED TO BE A NUISANCE EMPLOYS METHOD OR PRACTICES THAT ARE COMMONLY OR REASONABLY ASSOCIATED WITH AGRICULTURAL PRODUCTIONS . STANDARDS WATER HAS BEEN AND CONTINUES TO BE , THE LIFELINE FOR THE AGRICULTURAL COMMUNITY . IT IS UNREALISTIC TO ASSUME THAT DITCHES AND RESERVOIRS MAY SIMPLY BE MOVED " OUT OF THE WAY" OF RESIDENTIAL DEVELOPMENT . WHEN MOVING TO THE COUNTY , PROPERTY OWNER AND RESIDENTS MUST REALIZE THEY CANNOT TAKE WATER FROM IRRIGATION DITCHES , LAKES OR OTHER STRUCTURES , UNLESS THEY HAVE AN ADJUDICATED RIGHT TO THE WATER . m WELD COUNTY COVERS A LAND AREA OF APPROXIMATELY FOUR THOUSAND (4 , 000 ) SQUARE MILES IN SIZE (TWICE THE SIZE OF THE STATE OF DELAWARE ) WITH MORE THAN THREE THOUSAND ( 3 , 700 ) MILES OF STATES AND COUNTY ROADS OUTSIDE OF MUNICIPALITIES . THE SHEER MAGNITUDE PRoJ . MGR . : ss PRoJ . ENCR . : SS DATE : 04/ 25 / 2023 N OF THE AREA TO BE SERVED STRETCHES AVAILABLE RESOURCES . LAW ENFORCEMENT IS BASED ON RESPONSES TO COMPLAINT MORE THAN ON PATROLS OF THE COUNTY , AND THE DISTANCES WHICH MUST BE TRAVELED MAY DELAY ALL EMERGENCY RESPONSES , INCLUDING LAW DRAWN BY : NJ CHECKED BY : GB scAJE : As SHOWN ENFORCEMENT , AMBULANCE AND FIRE . FIRE PROTECTION IS USUALLY PROVIDED BY VOLUNTEERS WHO MUST LEAVE THEIR JOBS AND FAMILIES TO RESPOND TO EMERGENCIES COUNTY GRAVEL ROADS , NO MATTER HOW OFTEN THEY ARE BLADED , WILL NOT PROVIDES THE SAME KIND OF SURFACES EXPECTED FROM A PAVED ROAD . SNOW REMOVAL PRIORITIES MEAN THAT ROADS FROM SUBDIVISIONS TO ARTERIALS MAY NOT BE CLEARED FOR SEVERAL DAYS AFTER A MAJOR SNOWSTORM . SERVICES IN RURAL AREAS , IN MANY CASES , WILL NOT BE EQUIVALENT TO MUNICIPAL DRAWING No . Ln SERVICES . RURAL DWELLERS MUST , BY NECESSITY , BE MORE SELF- SUFFICIENT THAN URBAN DWELLERS . H E ET III O PEOPLE AREA EXPOSED TO DIFFERENT HAZARDS IN THE COUNTY THAN IN AN URBAN OR SUBURBAN SETTING . FARM EQUIPMENT AND OIL FIELD EQUIPMENT , PONDS AND IRRIGATION DITCHES , ELECTRICAL POWER FOR PUMPS AND CENTER PIVOT OPERATIONS , HIGH SPEED TRAFFIC , SAND BURS , o PUNCTURE VINES , TERRITORIAL FARM DOGS AND LIVESTOCK AND OPEN BURNING PRESENT REAL THREATS . CONTROLLING CHILDREN ' S ACTIVITIES IS IMPORTANT , NOT ONLY FOR THEIR SAFETY , BUT ALSO FOR THE PROTECTION OF THE FARMER ' S LIVELIHOOD . � _ � GOLDFINCH SOLAR USE BY SPECIAL REVIEW SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 33 . 67 ACRES PROJECT NUMBER : U S RXXXX-XXXX DESIGN 1 ENGINEERING 1400 Shattuck Avenue, Suite 3 Berkeley, California 9 4 70 9 DIMENSIONS FEET METER X 7 . 90 2 . 40 MODULE WIDTH Y 17 . 20 5 . 24 AISLE WIDTH AGGREGATE BASE ROAD TO BE COMPACTED TO 85% AND SHALL BE CAPABLE OF SUPPORTING 75 , 000 LBS . Z 25 . 00 7 . 62 PITCH 20 '-0 " • • • un a re Z �� • • � ` CQMM 'l.� LA ITY SOLAR / / / / / 1rXII nY" 1724 GILPIN STREET , GRADE LEVEL DENVER , CO 80218 // ACCESS ROAD (TYP . ) S / \. . .•••4 / o�o �, . . . . .q o _ a io 56414 /1 // o�FSS/0NAL 60°' 8 , -0„ EXP . 10/31 /2023 NJ f ( MAX . ) NOTE : CONTENTS ON SIGN MAY CHANGE SUBJECT TO FINAL DESIGN 4 '-0 " ( MIN . ) 12 '-0 " GOLDFINCH GOLDFINCH SOLAR LLC SOLAR LLC 4'-0" PHOTOVOLTAIC POWER PLANT SUNSHARE COMMUNITY SOLAR 7 . 0 MWAC GROUND LEVEL ro 8 . 0 MWDC X 3 PV SOLAR TRACKER ELEVATIONS SO LAR PROJ ECT S-5 NTS U Iii N 72 ENTRANCE SIGN BOARD S-5 NTS m SECTION 30 , TOWNSHIP 6 00 NORTH , RANGE 64 WELD COUNTY , CO 80218 cn (40m452 ° , - 104 . 589 °) 01 III 1) I U z I 0 CD cn 0 PRELIMINARY 09/28/23 o REV. NO DESCRIPTION DATE III L` SHEET TITLE : 1Y CD SECTION & DETAILS m PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 04/ 25 /2023 ND DRAWN BY : SJ CHECKED BY: GB SCALE : AS SHOWN DRAWING NO . T 5O F 17 SHEET S - 5 GOLDFINCH SOLAR USE BY SPECIAL REVIEW SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 33 . 67 ACRES PROJECT NUMBER : U S RXXXX-XXXX DESIGN 1 ENGINEERING 1 400 Shattuck Avenue, Suite 3 Berkeley, California 9 4 70 9 N 24 . 0 ' (TYP . ) / FENCE INSTALLATION NOTES : WOOD GATE POST TUBE STEEL FRAME 1 . FENCE TO BE INSTALLED IN GENERAL ACCORDANCE WITH ASTM F567 . LOCAL FENCE CONTRACTOR TO ALTER ASTM TBD DIA . MIN (TYP . ) - . F F I I F F I I_ __ F . ________. ___.. / F567 REQUIREMENTS TO MEET SITE SPECIFIC CONDITIONS . IL LO BLE LA CH 2 . FENCE FABRIC SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A392 , CLASS 2 . • • 3 . STRENGTH AND PROTECTIVE COATINGS OF ALL FENCE FRAMEWORK SHALL CONFORM TO ASTM F1083 . • • Su n a 1 4 . EXTENDED , END , OR PULL POST FOOTING MINIMUM CONCRETE COMPRESSIVE STRENGTH SHALL BE 2 , 500 PSI MIN . • • C O M M U N i T V S © L A R _ _ _ - ._____ __ __ . __ __ __ __ __ __ __ __ ___ _____ __ __ __ __ . . . . - _ . _ _ H 00 5 . EXTENDED , END , OR PULL POST MINIMUM FOOTING DIAMETER SHALL BE FOUR TIMES THE LARGEST CROSS SECTION _ _ _ _ _ - __ _ __ __.___ __ __ .__.__ ..,00 ___ __ __ ._ OF THE POST FOR POST DIAMETER UP TO 4" . 1724 GILPIN STREET , 4 "X4 " 6 GA AL ANI ED WIRE MES 6 . EXTENDED , END , OR PULL POST FOOTING DEPTH SHALL BE A MINIMUM OF TBD PLUS AN ADDITIONAL TBD DEPTH FOR DENVER , CO 80218 -.. . . ._ . _. _ _ - _ __ __ __ __ __ __ __ . . * __ _ .FRAME - _ . _. . _. -* EACH 1 ' POST HEIGHT INCREASE ABOVE 4' POST HEIGHT ABOVE GROUND . 7 . SWING GATE POST FOOTING DEPTHS AND DIAMETERS SHALL BE DETERMINED BASED ON ASTM F567 , TABLE 2 AND ALTERED AS NEEDED BY FENCE CONTRACTOR . `i==q ut �r�� r�u��-� , - _ I 8WITH SITE SECURITY FENCE , CONTRACTOR SHALL REMOVE AND P�. . . �cF�'s.�" IN AREAS WHERE EXISTING FENCES CONFLICT E c .• �P • p • Z z DISPOSE OF EXISTING FENCE . . 156414 Di : o -C LU a - 9 . DISPOSAL OFF SITE - NO MATERIALS ARE TO REMAIN ON SITE . °�,'•, �� DO .• \$ ' 7 H Q 10 . ALL STEEL OR MALLEABLE IRON PARTS AND ACCESSORIES SHALL BE HOT- DIP GALVANIZED IN ACCORDANCE WITH ss/ONALE� W (9 EXP . 10/31 /2023 p ASTM A123 AFTER FABRICATION . LU F- 11 . WARNING SIGNS TO BE INSTALLED AT 100' INTERVALS , CONTENTS DECIDED BY OWNER . GOLDFINCH NOTE : SOLAR LLC 1 . FENCING SUPPLIER SHALL PROVIDE FINAL AND SEALED FENCING DRAWINGS WITH MATERIAL AND SPECIFICATION REQUIREMENTS . 2 . A KNOX PAD LOCK WILL BE PLACED ON CHAINED GATE OR KNOX BOX WITH GATE ACCESS KEYS WILL BE MOUNTED AT THE MAIN ENTRANCE FOR FIRE DEPARTMENT ACCESS . 7 . 0 MWAC EDACC1 GATE DETAILS ESS NTS 8 . 0 MWDC X SOLAR PROJECT WOOD CORNER , WOOD BRACE POST WOOD LINE POST TERMINAL OR PULL POST TBD DIA . MIN . (TYP . ) TBD DIA . (TYP . ) Q TBD DIA . MIN . (TYP . ) w N_ In W m SECTION 30 , TOWNSHIP 6 I - LIN T I E NORTH , RANGE 64 WELD COUNTY , CO 80218 w N �� o N W R A I (40 . 452 ° , - 104 . 589 °) o II E I E o �� Tfi00 = _ft _ fifi fits HTh � Tfi 0 PRELIMINARY 09/28/23 o z GRADE Z REV. NO DESCRIPTION DATE LIJ - w CC ' SHEET TITLE : G m o 20 . 0 ' (TYP . ) co FENCING PLAN CONCRETE FOOTING TBD DIA (TYP . ) m NOTE : PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 04/ 25 / 2023 1 . FENCING SUPPLIER SHALL PROVIDE FINAL AND SEALED FENCING DRAWINGS WITH MATERIAL AND SPECIFICATION DRAWN BY : SJ CHECKED BY: GB SCALE : AS SHOWN REQUIREMENTS . 2 . A KNOX PAD LOCK WILL BE PLACED ON CHAINED GATE OR KNOX BOX WITH GATE ACCESS KEYS WILL BE MOUNTED DRAWING NO . AT THE MAIN ENTRANCE FOR FIRE DEPARTMENT ACCESS . SHEET 6O F 1 7 2 FENCE DETAILS H S-6 NTS ( S � 6 ) GOLDFINCH SOLAR USE BY SPECIAL REVIEW TT1 SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 33 . 67 ACRES PROJECT NUMBER : U S RXXXX-XXXX DESIGN 1 ENGINEERING NOTES : 1 400 Shattuck Avenue, Suite 3 1 . THIS DEVELOPMENT IS BEING CONSTRUCTED IN A RURAL PART OF WELD COUNTY, COLORADO . THE SITE IS LOCATED ON THE NORTH SIDE OF WCR 64 & Berkeley, California 94709 WEST OF WCR 51 . THE SURROUNDING LAND IS PRIMARILY BEING USED FOR AGRICULTURAL, RANCHING , AND OIL/GAS PURPOSES . 2 . THIS DEVELOPMENT WILL BE CONSTRUCTED IN MULTIPLE PHASES ON LEASED LAND . 3 . FOLLOWING THE START OF THE CONSTRUCTION OF EACH PHASE , DISTURBED AREAS WITHIN THE LIMITS OF CONSTRUCTION , SUCH AS ROADCUTS, UTILITY TRENCHES, WASTEWATER DISPOSAL FIELDS, BUILDING SITES, REVEGETATED WITH NATIVE GRASS . 4 . OTHER AREAS WHERE EXISTING VEGETATION HAS NOT REGROWN WILL BE RESDEEDED . PHOTOVOLTAIC ARRAY 5 . SCREENING SHALL REMAIN HEALTHY AND MAINTAINED TO CONTINUE TO PROVIDE VEGETATIVE GROUND COVER . NOXIOUS WEEDS WILL BE CONTROLLED ON THE SUBJECT PROPERTY ( SEE ALSO THE VEGETATION MANAGEMENT PLAN ) . S 6 . FOR SECURITY AND PROTECTION OF THE PUBLIC AND WILDLIFE , THE RECORDED SOLAR FACILITY WILL BE FENCED WITH WIRE MESH . THE SELECTED FENCE • � WILL BLEND WITH THE NATURAL ENVIRONMENT AND WILL PREVENT WILDLIFE FROM ENTERING THE SITE CAUSING DAMAGE AND THEREFORE PROVIDING SECURITY OF THE IMPROVEMENTS . • COMM U N ITY S © 1. A R _ - - _ - _ _ - _ 7 . FENCING SHALL BE MAINTAINED AS NEEDED TO PROVIDE THE INTENDED SCREENING OF THE RECORDED IMPROVEMENTS . - _ 8 . CONTRACTOR SHALL CONTACT "COLORADO ONE " ( 811 OR 1 -800-922 - 1987 ) TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO _ _ _ _ INSTALLATION OF ANY PLANTS OR SCREENING MATERIAL . 9 . ALL SUBSTITUTION MUST BE MADE WITH PRIOR APPROVAL . 1724 GILPIN STREET , 10 . REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING DENVER , CO 80218 CONSTRUCTION . , 11 . REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER . " i ��PDO L/CF CJ� . • to 56414 , / ___ I > 's 36 . 67 ACRES SS EXP . 10/31 /2023 1 , S- 6 GOLDFINCH SOLAR LLC 7 . 0 M WA C 8 . 0 MWDC X SOLAR PROJECT I N W PROPERTY LINES m SECTION 30 , TOWNSHIP 6 00 NORTH , RANGE 64 - - - - WELD COUNTY , CO 80218 _ cn (40m452 ° , - 104 . 589 °) 01 o � III 1) U J O CD cn 0 PRELIMINARY 09/28/23 o REV. NO DESCRIPTION DATE U) III 1 SEEDING PLAN SHEET TiT \ : 1Y -7 NTS LEGEND LANDSCAPE PLAN x x SECURITY FENCE AREA TO BE RESEEDED IF/ WHEN DISTURBED (33 . 67 ACRES) m PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 04/25/ 2023 C DRAWN BY : SJ CHECKED BY: GB SCALE : AS SHOWN DRAWING NO . w O 7 F 17 SHEET S - 7 GOLDFINCH SOLAR USE BY SPECIAL REVIEW SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 33 . 67 ACRES . SC� LVIDA PROJECT NUMBER : U S RXXXX-XXXX DESIGN ENGINE 'E 'RING 1400 Shattuck Avenue, Suite 3 Berkeley, California 9 4 7 0 9 A B • SunShare • ! COMMUNITY SOLAR GOLDFINCH 1JuI .!rIII ______________ 1724 GILPIN STREET , SOLAR LLC DENVER , CO 80218 o��PDO LI�FNs� HIGH VOLTAGE - KEEP OUT 0 56414 D PLEASE CALL ( XXX ) XXX � XXXX PHOTO VOLTAIC ARRAY EXP . 10/31 /2023 TO CON TACT THE PROJECT ___________ OPERATOR AUTHORIZED PERSONNEL ONLY 9 GOLDFINCH SOLAR LLC PLANT IDENTIFICATION AT SITE ENTRANCE . WARNING LABEL FOR AGRICULTURAL SECURITY CONTACT INFO WILL BE REVISED PRIOR TO CONSTRUCTION . FENCE SPACED EVERY 100 FEET AROUND 7 . 0 MWAC PERIMETER OF ARRAY . ro 8 . 0 MWDC X GENERAL NOTES : SOLAR PROJECT 1 . ALL SIGNS SHALL BE SHOWN ON THE MAP AND SHALL ADHERE TO CHAPTER 23 , ARTICLE IV , DIVISION 2 AND N APPENDICES 23 - C , 23 - D AND 23 - E OF THE WELD COUNTY V5 CODE . ADDITIONAL SIGNAGE WILL BE INCLUDED WITHIN THE SITE AS NEEDED PER NATIONAL ELECTRICAL CODE . ____ m SECTION 30 , TOWNSHIP 6 00 NORTH , RANGE 64 GOLDFINCH _____________ "' WELD COUNTY , CO 80218 SOLAR LLC _________ __ (40 . 452 ° , - 104 . 589 °) Of z PHOTOVOLTAIC POWER PLANT ___________ ___ 0 PRELIMINARY 09/28/23 SUNSHARE COMMUNITY o REV. NO DESCRIPTION DATE III S OLAR SHEET TITLE : 1Y SIGNS m PROJ . MGR . : SS PROJ . ENGR . : SS DATE : O4/ 25/ 2O23 C DRAWN BY : SJ CHECKED BY : GB SCALE : AS SHOWN DRAWING NO . w 8OF17 HEET -S S - 8 GOLDFINCH SOLAR USE BY SPECIAL REVIEW SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 33 . 67 ACRES PROJECT NUMBER : U S RXXXX-XXXX DESIGN 1 ENGINEERING GENERAL CIVIL NOTES : 31 . FILL MATERIAL TYPES SHALL BE IN ACCORDANCE WITH STRUCTURAL FILL TYPES LISTED IN THE GEOTECH 75 . PUBLIC UTILITY LOCATION SERVICES ( COLORADO 811 ) CAN BE REACHED BY DIALING 811 OR REPORT . 1 - 800- 922 - 1987 OR BY VISITING THEIR WEBSITE AT WWW . COLORADO811 . ORG . 1400 Shattuck Avenue, Suite 3 1 . CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE SPECIFICATIONS, COLORADO GENERAL BUILDING 32 . PLACE FILL MATERIAL IN MAXIMUM LIFTS OF 4 " TO 6 " LOOSE THICKNESS WHEN USING HAND GUIDED Berkeley, California 94709 CODE , WELD COUNTY ORDINANCE AND THE INTERNATIONAL BUILDING CODE . COMPACTING EQUIPMENT . SURVEY CONTROL ( CIVIL SHEETS ONLY ) : 33 . PRIOR TO PLACING FILL OR COMPACTING SCARIFIED SOIL IN FOUNDATION AREAS, ALL UNSUITABLE 2 . ALL EARTHWORK AND TESTING SHALL ADHERE TO THE RECOMMENDATIONS OF THE GEOTECH REPORT, MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION AREAS . THIS SHALL INCLUDE THE REMOVAL 76 . HORIZONTAL COORDINATE SYSTEM : NAD 83 , COLORADO NORTH , STATE PLANE , SURVEY FEET . PROVIDED BY TERRACON CONSULTANTS, INC . PROJECT NO . 21165036 . OF ALL VEGETATION AND TOPSOIL, DEBRIS, LOOSE AND DISTURBED SOIL, CONTAMINATED SOIL AND 77 . VERTICAL DATUM : NAD 83 , FEET. OTHER DELETERIOUS MATERIALS THAT MAY EXIST WITHIN THE AREA OF THE PROPOSED CONSTRUCTION . 78 . ANY COORDINATES SHOWN IN CIVIL SHEETS ARE GROUND COORDINATES . 3 . EARTHWORK ON THE SITE SHALL BE OBSERVED AND EVALUATED BY THE GEOTECHNICAL ENGINEER OF 34 . IF UNDERGROUND FACILITIES ARE ENCOUNTERED DURING SITE CLEARING , CONTRACTOR SHALL RECORD ( G - EOR ) . IMMEDIATELY NOTIFY C- EOR SO THAT A SOLUTION CAN BE CREATED TO PROTECT AND/OR RELOCATE ( E ) SPECIAL INSPECTIONS : • • UTILITY . � • u nShare 4 . THE EVALUATION OF EARTHWORK SHALL INCLUDE OBSERVATION AND TESTING OF ON -SITE BACKFILL 35 . DRY AND LOW- DENSITY SOIL SHALL BE REMOVED OR WETTED AND COMPACTED IN - PLACE PRIOR TO 79 . SPECIAL INSPECTION AND TESTING FIRM SHALL SUBMIT THE FOLLOWING TO THE OWNER AND C- EOR : MATERIAL AND OTHER GEOTECHNICAL CONDITIONS EXPOSED DURING ROAD IMPROVEMENT PLACING ADDITIONAL FILL OVER THE MATERIAL . 79 . 1 . SPECIAL INSPECTION AND TESTING REPORTS FOR THE FOLLOWING AT A MINIMUM : • • COMM U N ITY SOLAR CONSTRUCTION AT THE DIRECTION OF THE G - EOR . 36 . ORGANIC SOILS SHALL BE LEFT IN PLACE IN NON -STRUCTURAL AREAS SUCH AS WITHIN THE ARRAY AREAS . 79 . 1 . 1 . PERIODIC VERIFICATION THAT MATERIALS BELOW SHALLOW FOUNDATIONS AND EQUIPMENT 37 . VEGETATION REMOVAL SHALL ONLY TAKE PLACE IN AREAS TO BE DISTURBED, CONTRACTOR SHALL PADS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY . 5 . WHERE DEVIATIONS EXIST BETWEEN THESE SPECIFICATIONS/ DESIGN AND THE GEOTECH REPORT, THIS MINIMIZE DISTURBANCE OF VEGETATION DUE TO CONSTRUCTION ACTIVITIES . 79 . 1 . 2 . PERIODIC VERIFICATION THAT EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND WIDTH AND 1724 GILPIN STREET , DESIGN SHALL TAKE PRECEDENCE . 38 . IN LOCATIONS OF SOIL DISTURBANCE DUE TO EARTHWORK, NATIVE TOPSOIL WILL BE REMOVED, HAVE REACHED SUITABLE MATERIAL . STOCKPILED, AND EITHER REPLACED OR SPREAD ON SITE . 79 . 1 . 3 . PERIODIC CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS . DENVER , CO 80218 6 . NOTES AND DETAILS NOTED AS " TYPICAL, " SHALL BE USED WHENEVER APPLICABLE . SPECIFIC DETAILS AND 79 . 1 . 4 . CONTINUOUS VERIFICATION OF THE USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESS NOTES TAKE PRECEDENCE OVER TYPICAL DETAILS AND NOTES . SITE ACCESS ROADS : DURING PLACEMENT AND COMPACTION OF COMPACTED STRUCTURAL FILL . 79 . 1 . 5 . PERIODIC INSPECTION OF SUBGRADE , PRIOR TO PLACEMENT OF COMPACTED FILL, TO VERIFY 7 . DRAWINGS, SPECIFICATIONS, DETAILS, AND NOTES DEPICTED IN THIS DESIGN REPRESENT THE FINISHED 39 . IN AREAS WHERE ROAD CROSSINGS OCCUR OVER AN EXISTING UTILITY OR FLOWLINE , UTILITY OWNER THAT EXCAVATION SITE HAS BEEN PREPARED PROPERLY . PRODUCT AND DO NOT INDICATE THE MEANS, METHODS, PROCEDURES, OR SEQUENCE OF SHALL BE CONTACTED 10- DAYS PRIOR TO EARTHWORK . �op,PDO LI�FN CONSTRUCTION UNLESS SPECIFICALLY NOTED . 40 . SURFACE COURSE SHALL HAVE A MINIMUM COMPACTED THICKNESS OF 10 " OF CRUSHED ANGULAR SUBMITTALS : moo;•SPY Gq •., �- AGGREGATE . itG�✓ ° 8 . CHANGES OR DEVIATIONS FROM THE DRAWINGS, SPECIFICATIONS, DETAILS, AND NOTES DEPICTED IN 41 . RECLAIMED ASPHALT PAVEMENT ( RAP ) SHALL BE USED AS THE TOP 2 " OF ANY ROAD, MODIFIED TO 80 . CONTRACTOR SHALL SUBMIT CUT SHEETS AND DETAILS FOR THE FOLLOWING TO THE OWNER AND C- EOR io 56414 THIS DESIGN ARE NOT ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CIVIL ENGINEER OF CONTAIN 10% - 25 % FINES, COMPACTED AND GRADED TO MEET CDOT SPECIFICATIONS FOR A CLASS 5 OR FOR REVIEW PRIOR TO PLACEMENT : RECORD ( C- EOR ) . 6 AGGREGATE . 80 . 1 . PERIMETER FENCE °� ''••. . . . . . .••' �``� 42 . SURFACE COURSE THICKNESS SHALL BE MEASURED AFTER FULL COMPACTION AND CONSTRUCTED 80 . 2 . FILL AND/OR STRUCTURAL FILL MATERIALS AND EQUIPMENT PAD EXCAVATION FILL MATERIALS FSS/ONALE��\ 9 . CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE DESIGN DRAWINGS, REPORTS, DIRECTLY ABOVE 12 " MOISTURE CONDITIONED, AND COMPACTED NATIVE SOIL. 80 . 3 . CONCRETE MIX DESIGNS EXP . 10/31 /2023 AND SITE . 43 . PRIOR TO PLACING SURFACE COURSE , GEOTEXTILE FABRIC, OR COMPACTING SCARIFIED SOILS IN ROAD 80 . 4 . SEED MIX DESIGNS EXCAVATIONS, ALL UNSUITABLE MATERIAL SHALL BE REMOVED . THIS SHALL INCLUDE THE REMOVAL OF 80 . 5 . SOIL AMENDMENT MIX DESIGN FOR RAIN GARDENS 10 . CONTRACTOR IS SOLELY RESPONSIBLE FOR DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR ALL VEGETATION AND TOPSOIL, DEBRIS, LOOSE AND DISTURBED SOIL, CONTAMINATED SOIL AND OTHER INDIRECTLY FROM CONTRACTORS OPERATIONS, REGARDLESS OF WHETHER THOSE FACILITIES ARE DELETERIOUS MATERIALS THAT MAY EXIST WITHIN THE AREA OF THE PROPOSED ROADWAY ALTERNATIVES : DEPICTED ON THESE PLANS . CONSTRUCTION PRIOR TO PLACING FILL, SCARIFY ( OR TILL) , WET AND COMPACT NATIVE SUBBASE MATERIAL TO 12 " DEPTH MINIMUM BEFORE ADDING AGGREGATE SURFACE COURSE . 81 . THE C- EOR WILL CONSIDER ALTERNATIVES FOR MATERIALS AND PROCEDURES . HOWEVER, IT IS THE GOLDFINCH 11 . CONTRACTOR SHALL ADHERE TO ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS . 44 . NATIVE SUBBASE MATERIAL SHALL BE COMPACTED TO 95 % MAXIMUM DRY DENSITY ( MDD ) PER ASTM CONTRACTOR ' S RESPONSIBILITY TO DEMONSTRATE THAT ALL ALTERNATIVES ARE EQUAL IN STRENGTH , D698, - 1 TO 3 % OPTIMUM MOISTURE CONTENT. PERFORMANCE, AND DURABILITY TO THE MATERIALS OR PROCEDURES SPECIFIED IN THE DESIGN . SO LAR LLC 12 . CONTRACTOR SHALL ENACT MEASURES TO PROTECT AND SAFEGUARD WORKERS AND THE PUBLIC FROM 45 . AGGREGATE SURFACE COURSE SHALL BE COMPACTED TO 95 % MDD PER ASTM D1557, 0 TO 2 % OPTIMUM 82 . WRITTEN APPROVAL BY THE C- EOR SHALL BE REQUIRED PRIOR TO USING ANY ALTERNATIVE . INJURY DURING CONSTRUCTION . MOISTURE CONTENT . CONSIDERATION OF ANY ALTERNATIVE SHALL NOT BE DEEMED TO IMPLY ADVANCE ACCEPTANCE BY THE 46 . GEOFABRIC SHALL CONSIST OF HP270 OR EQUIVELANT. C- EOR . THE C- EOR RESERVES THE RIGHT TO REJECT ANY ALTERNATIVE . 13 . CONTRACTOR SHALL MAINTAIN THE JOB SITE IN AN ORDERLY, CLEAN MANNER THROUGHOUT THE 47 . SITE ACCESS ROADWAYS SHALL BE CONSTRUCTED AT GRADE WITH A VERTICAL TOLERANCE OF +/- 2 " . COURSE OF THE WORK . 48 . POSITIVE DRAINAGE SHALL BE MAINTAINED ACROSS THE SITE . MATERIAL SPECIFICATIONS 7 . 0 MWAC 49 . ON -SITE ROADWAY SLOPES SHALL NOT EXCEED 5 % . 14 . CONTRACTOR SHALL NOT BLOCK LEGAL ENTRANCES OR EXITS . 83 . CODOT AGGREGATE BASE COURSE TEMPORARY LAYDOWN AREAS ( IF NEEDED ) : Table 703 -3 QO 15 . CONTRACTOR SHALL COMPLY WITH ALL OWNER PROVIDED CONTRACTUAL SPECIFICATIONS . CLASSIFICATION N FOR AGGREGATE BASE COURSE SOLAR PROJECT 50 . IF TEMPORARY LAYDOWN AREAS ARE USED, EROSION AND SEDIMENT CONTROL SHALL BE PLACED IN 16 . CONTRACTOR SHALL LEAVE THE WORK AREA CLEAN AND FREE OF DEBRIS AND TRASH AT THE END OF ACCORDANCE WITH S- 10 THROUGH S- 15 . Mass Percent Passing Square Mesh Sieves EACH DAY . 51 . TEMPORARY LAYDOWN AREAS WILL BE CLEARED AND GRUBBED ONLY IF NECESSARY . Sieve Size LL not greater than 35 LL not greater than 30 Q 52 . SCARIFY ( OR TILL) NATIVE MATERIAL TO A DEPTH OF 12 " AND RECOMPACT. Class 1 Class 2 Class 3 Class 4 Class 5 Class 6 Class 7 w 17 . CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES . 53 . PROOF ROLL COMPACTED SUB BASE NATIVE MATERIAL USING A LOADED TANDEM AXLE TRUCK . N 54 . COMPACTION SHALL DEEMED ADEQUATE WHEN PROOF ROLL INDICATES 1 " OR LESS DEFLECTION . Of 18 . CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONSTRUCTION SURVEYING MONUMENTS AND 55 . COVER TEMPORARY LAYDOWN AREA WITH 4 " MIN . DEPTH OF ROAD FINISH ROCK, IF NECESSARY . I 100mm (4 " ) 100 STAKES SET BY THE OWNER . ANY DEVIATIONS FROM EXISTING GRADES AS SHOWN ON THE PLANS SHALL 56 . TEMPORARY LAYDOWN AREAS SHALL BE REMOVED AND MITIGATED TO PRE - CONSTRUCTION GRADE BY BE IMMEDIATELY REPORTED TO THE OWNER AND C- EOR . SCARIFYING OR TILLING . I 60mm (2 1/2" ) 100 57 . FINAL STABILIZATION OF TEMPORARY LAYDOWN AREAS SHALL BE IN ACCORDANCE WITH S- 10 THROUGH SECTION 30 , TOWNSHIP 6 m 19 . CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND MATERIAL QUANTITIES PRIOR TO CONSTRUCTION . MATERIAL QUANTITIES LISTED IN THE CIVIL DESIGN ARE APPROXIMATE . S- 15 . 37 . 5mm (2 " ) 90- 100 100 NORTH , RANGE 64 20 . CONTRACTOR SHALL CONTACT ANADARKO PATROLEUM CORPORATION , PRIOR TO PLACING ROADWAY CLEARING AND GRUBBING : 19mm (3/4" ) 50-90 100 I WELD COUNTY , CO 80218 OR EARTHWORK WITHIN 2 FEET OF AN AREA DICTATED AS AN EASEMENT CORRIDOR, EXISTING UTILITY 58 . SITE-WIDE STORMWATER MANAGEMENT IS BASED ON THE PRESERVATION OF EXISTING VEGETATION (40w452 ° 104 5890OR FLOWLINE . ROOT STRUCTURES . 2 . 36mm (#8 ) 25-55 20-85 - 59 . GRUBBING SHALL ONLY BE PERFORMED IN AREAS OF ROAD INSTALLATION AND WHERE NECESSARY FOR 21 . ANADARKO PATROLEUM CORPORATION ( APC ) SHALL BE CONTACTED 3 BUSINESS DAYS BEFORE ELECTRICAL EQUIPMENT INSTALLATION . GRUBBING SHALL NOT BE PERFORMED ON A MASS SCALE INOTE : Class 3 material shall consist of bank or pit run material . COMMENCEMENT OF EARTHWORK IN THE STATED AREAS . A REPRESENTATIVE OF APC WILL ASSESS ACROSS THE SITE . w ACTUAL DEPTHS AND LOCATIONS OF UTILITIES . A CHANGE IN DEPTH OF THE EXISTING UTILITY WILL BE 60 . IT IS THE INTENTION OF THE DESIGN THAT THE MAJORITY OF THE SITE BE MOWED OR CLEARED IN A Ofi ASSESSED AT THAT TIME . MANNER THAT PRESERVES THE ROOT STRUCTURE OF EXISTING VEGETATION . SEEDING : `� 61 . CLEARING SHALL BE DEFINED AS THE REMOVAL OF PLANTS AT OR ABOVE THE GROUND SURFACE . 84 . SEEDING WILL BE DONE POST CONSTRUCTION AND ENCOMPASS GRASS LINED SWALES, RAINGARDENS, �i 22 . REQUESTS FOR INFORMATION ( RFIs ) FOR CLARIFICATION OF THE INTENT OF THE DESIGN SHALL BE 62 . GRUBBING SHALL BE DEFINED AS THE REMOVAL OF ROOTS BENEATH THE GROUND SURFACE . SUBMITTED TO THE C- EOR . RFIs SHALL INCLUDE A DETAILED WRITTEN STATEMENT THAT INDICATES THE AND FENCED ARRAY AREA, AS WELL AS TO THE FULL LIMIT OF DISTURBANCE WHERE APPLICABLE . 0 SPECIFIC DRAWINGS OR SPECIFICATIONS IN NEED OF CLARIFICATION AND THE NATURE OF THE TEMPORARY SOIL STOCKPILING : 85 . SEEDING RATES AND PLANTING REQUIREMENTS ARE INCLUDED ON SHEET S- 7 . o CLARIFICATION REQUIRED . THE C- EOR SHALL RESPOND IN WRITING AND ISSUE CLARIFICATIONS AS _ NECESSARY . RESPONSES TO RFIs DO NOT CONSTITUTE APPROVED DESIGN CHANGES . 63 . EXCAVATED TOPSOIL SHALL BE KEPT SEPARATE FROM OTHER STOCKPILED MATERIAL FOR REUSE IN AREAS �i REQUIRING TOPSOIL . 0 PRELIMINARY 09/28/23 0 23 . IF CULTURAL RESOURCES ARE LOCATED DURING CONSTRUCTION ( ARCHEOLOGICAL FINDINGS 64 . EXCAVATED SOILS SHALL ONLY BE STOCKPILED IN TEMPORARY LAYDOWN AREAS . REV. NO DESCRIPTION DATE UNEARTHED ) , WORK SHALL STOP IN THAT AREA AND TEH CONTRACTOR SHALL IMMEDIATELY NOTIFY 65 . EXCAVATED SOILS SHALL BE REUSED ON - SITE . PROJECT MANAGEMENT . 66 . REUSE OF EXCAVATED SOIL ON -SITE SHALL BE PLACE SUCH THAT SITE HYDROLOGY IS NOT ALTERED . 67 . EXCAVATED SOIL REUSE LOCATIONS SHALL BE PROVIDED TO THE C- EOR FOR APPROVAL . SHEET TITLE : 24 . OWNERS LONG TERM VEGETATION MANAGEMENT UTILIZES SHEEP GRAZING , WITH MECHANICAL 68 . EROSION AND SEDIMENT CONTROLS FOR TEMPORARY STOCKPILES SHALL BE IN ACCORDANCE WITH S- 10 SUPPORT AS NEEDED . AS SUCH ANY SEED MIX ALTERNATIVE SHOULD BE GRAZING COMPATIBLE . THROUGH S- 15 . 25 . POST CONSTRUCTION , CONTRACTOR SHOULD SUBMIT A CIVIL MAINTENANCE PLAN , DEFINING ALL GRADING : CIVIL NOTES Q NECESSARY CIVIL MAINTENANCE NEEDS AND ONGOING VEGETATION ESTABLISHMENT NEEDS TO SUCCESSFULLY STABILIZE SOILS LONG TERM AND PRESERVE THE CIVIL INSTALL . 69 . MASS GRADING ACROSS THE SITE SHALL NOT BE PERFORMED . 70 . MINOR AMOUNTS OF GRADING MAY BE REQUIRED TO MAINTAIN PIER HEIGHT TOLERANCES AND ARE m EARTHWORK : INDICATED ON SHEET S- 9 THROUGH S- 15 . 71 . GRADING SHALL NOT BE PERFORMED IN EXCLUSION ZONES . PROJ . MGR . : SS PROJ . ENCR . : SS DATE : 04/ 25 / 2023 26 . COMPACTION STANDARD FOR NATIVE , SCARIFIED, AND RE -COMPACTED SUBGRADES SHALL BE 95 % BY 72 , ADDITIONAL GRADING AREAS THAT ARE NOT DEPICTED ON SHEET C- 204 SHALL BE EVALUATED ON A o ASTM D698 . CASE BY CASE BASIS AS NEEDED . DRAWN BY : SJ CHECKED BY : CB SCALE : AS SHOWN 27 . COMPACTION STANDARD FOR STRUCTURAL FILL BENEATH FOUNDATIONS, SLABS ON GRADE , AND SITE ACCESS ROADS SHALL BE 95 % MDD BY ASTM D1557 ( MODIFIED PROCTOR DRY DENSITY . DRAW NC NO . ) GRASS SWALES AND RAINGARDENS : Ln 28 . MOISTURE CONTENT OF COHESIVE SOILS ( CLAYS ) TO BE COMPACTED SHALL BE - 1 % TO + 3% OPTIMUM SHEET 9 O F 17 MOISTURE CONTENT AS DETERMINED BY ASTM D1557 ( MODIFIED PROCTOR DRY DENSITY) AT THE TIME 73 . GRASS SWALES AND RAINGARDENS SHALL BE INSTALLED AT THE END OF ARRAY CONSTRUCTION TO OF PLACEMENT AND COMPACTION . MINIMIZE COMPACTION AND SEDIMENTATION . 6 0 29 . MOISTURE CONTENT OF COHESIONLESS SOILS ( SAND ) TO BE COMPACTED SHALL BE - 3 % TO + 2 % r OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D1557 ( MODIFIED PROCTOR DRY DENSITY ) UTILITY LOCATE : AT THE TIME OF PLACEMENT AND COMPACTION . 30 . PLACE FILL MATERIAL IN MAXIMUM LIFTS OF 9 " LOOSE THICKNESS WHEN USING SELF PROPELLED HEAVY 74 . PRIOR TO CONSTRUCTION CONTRACTOR SHALL CONTACT UTILITY LOCATION SERVICES TO LOCATE ALL Knowwharsbelow. COMPACTORS . PUBLIC AND PRIVATE UTILITIES . Call before you dig. GOLDFINCH SOLAR USE BY SPECIAL REVIEW TT1 SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 33 . 67 ACRES PROJECT NUMBER : U S RXXXX-XXXX DESIGN 1 ENGINEERING GENERAL NOTES 1 404 Shattuck Avenue, Suite 3 Berkeley, California 9 4 70 9 G G G G � G G G 1 . OVERALL PROJECT SITE AREA = 33 . 67 ACRES G G _ \ \ G -', G - G G G _�__ _ 2 . DISTURBED AREA = 1 . 12 ACRES \ O 3 . DISTURBED AREAS INCLUDE : GRADING , EXCAVATION , PILE 4680 � 0 rre7o = _ = �` ROADWORK, AND EQUIPMENT PADS . 4 = = = - - = - == or G G G 4 . SITE PREPARATION INCLUDES CLEARING/GRUBBING MINOR GRADING _ G G ' G Ca �_ - _- = - = _ _ - 0 flHO fl " - MOWING OF VEGETATION , AND RESTABILIZATION OF COMPACTION , - - - 4 5 - - 4 DISTURBED AREAS . • \_ , `� 5 . TOPSOIL SHALL NOT BE REMOVED FROM THE PROJECT SITE OR SOLD • • SunShare G - , \ O _ _ _ _ - _ UNLESS REMOVAL OF EXCESS SOIL IS APPROVED BY THE AHJ . * • COMMN ITY SOLAR ` - - - - - - - - - - - - - - - - - - -_ - - - - - -� - �\ 6 . EXCESS TOPSOIL SHALL BE SPREAD ON -SITE SO AS TO PROVIDE SIX - - - - - - - - - - - - - - - - - - - - ` G ♦ \ \\ \ � � _ \ \ \ r INCHES OF COVER ORIGINALLY EXISTING ON THE SITE OR A MINIMUM 63'�� \ \ \ OF FOUR INCHES OF COVER IF THE ORIGINAL COVER WAS LESS . O \ ' � 1724 GILPIN STREET , 1 �t I ` � \ c� \ \ 7 . IF REMOVAL OF EXCESS TOPSOIL IS REQUIRED IT MUST BE I I ; ♦ \ \� \ \ COORDINATED AND MEET GESC REQUIREMENTS . DENVER , CO 80218 �� \ EXISTING\ 8 . PROJECT SITE SHALL BE STABILIZED BY SEEDING AND/OR SODDING . \ \\ \ \ \ CONTOUR (TYP . ) I 9 . ADDITIONAL VEGETATION MAY NEED TO BE REMOVED PRIOR TO \0 N*N N \ CONSTRUCTION . AREAS THAT ARE NOT CLEARED/GRUBBED SHALL BE MOWED TO A MINIMUM OF THREE INCHES . �o�,Poo LICFNs , I 1 \ \ \\\ D 10 . CONTRACTOR RESPONSIBLE FOR PRESERVATION OF EXISTING ��'•� PY Gq ., l ♦ \ \ \\ � � \ I VEGETATION , NOT CLEARED/GRUBBED OR MOWED , TO THE EXTENT G� V Di \ \\ \ s o 56414 -r : \\ PRACTICABLE . ; ` ♦ \ \�\ N \ 11 . VEGETATION REMOVAL SHALL ONLY OCCUR WITHIN THE PROJECT �o,•. ..•. 4` \ \ BOUNDARY. Fss/ONAL ��G " ,_ __ \ \\ \ I 12 . CONTRACTOR TO REMOVE ONLY VEGETATION WHICH SHALL BE EXP . 10/31 /2023 I I \ \ DESIGNATED BY THE OWNERS REPRESENTATIVE FOR REMOVAL AND \ I \ I SHALL EXERCISE CARE AROUND EXISTING VEGETATION TO BE SAVED . \ I CONSTRUCTION FENCING MAY BE INSTALLED TO PROTECT AREAS \ THAT ARE NOT TO BE DISTURBED . $ 1 \ \ I 13 . BURNING OF DEBRIS SHALL NOT OCCUR WITHOUT APPROPRIATE PERMITS AND/OR AHJ AND OWNER APPROVAL . GOLDFINCH 14 . FINAL STABILIZATION SHALL BE ACHIEVED WHEN A UNIFORM SOLAR LLC I IP \ I \ VEGETATIVE COVER WITH AN INDIVIDUAL PLANT DENSITY OF AT LEAST 1151 O 70% OF PRE DISTURBANCE LEVELS , OR EQUIVALENT PERMANENT I I � \ I Vii, � � _ - - I � � PHYSICAL EROSION REDUCTION METHODS HAVE BEEN EMPLOYED IN \ 1 ALL AREAS OF DISTURBED GROUND . 7 . 0 M WAC I / ! / 1 I � � 1 _____ (-I \ -- - __ _____ _____ _____ _____ _____ H1L_ _____ _____-- O 8 . 0 MWDC ___ % r \ y SOLAR PROJECT U _ I I \ N \� 5 ' iilli Iiii ' j ; / I I Y I I J.- 7 , 1 , '' f / I SECTION 30 , TOWNSHIP 6 0 I I NORTH , RANGE 64 'l MGR ► WELD COUNTY , CO 80218 u N I la y ¢ _ .> I (40 . 452 ° , - 104 . 589 °) / I I I I I I 9 / I ImI ► � � L3 � o Z J 1 J . . . . . . . . . . . . ../ / 0 PRELIMINARY 09/28/23 / ® REV. NO DESCRIPTION DATE _j f SHEET TITLE : I I I I II II I ail H: ' I OVERALL CIVIL SITE PLAN EXISTING m \ \ \ CONTOUR (TYP . ) _ - PROJ , MGR . : SS PROJ . ENGR . : SS DATE : 04/25 /2023 N ' \ DRAWN BY : SJ CHECKED BY: GB N SCALE : AS SHOWN o \ DRAWING NO . I� \ \ \ \ \ SHEET - 10OF17 o \ p- -- - --- -( S1O ) 1 OVERALL CIVIL SITE PLAN S- 10 1 " = 150' N Knowwhat's below. Call before you dig. GOLDFINCH SOLAR USE BY SPECIAL REVIEW SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 33 . 67 ACRES SOLVIDA PROJECT NUMBER . U S RXXXX-XXXX DESIGN ENGINEERING \ \ �� - 4665 4665 46Gti � _ 1 404 Shattuck Avenue, Suite 3 Berkeley, California 9 4 7 0 9 G G h \\ \ , �� G _ \_ VA 6 \ \ \\ \ \ O \ * ! _ ` C0MM l.� N ITY SOLAR I \ 4 \ \\ \ \ 1724 GILPIN STREET , Li I . DENVER , CO 80218 56414 ONAL EXP . 10/31 /2023 N / _________________________ a; 1 e GOLDFINCH / I j ' .i I I SOLAR LLC I I 7 . 0 MWAC H 8 . 0 MWDC N i SOLAR PROJECT I IN F. I J I \ \ H SECTION 30 , TOWNSHIP 6 DO NORTH , RANGE 64 __ - - - - WELD COUNTY , CO 80218 rim KEY PLAN (40m4520 ) - 104 . 589 S 11 1 " = 20C ' N U) z \ ( N ) TEMPORARY PARKING DURING CONSTRUCTION c 0 PRELIMINARY 09/28/23 ( N ) EQUIPMENT PAD (TYP . ) _ of —• t > 10' ` R . NO DESCRIPTION DATE _ • � SHEET TITLE : Qa 0 \/ i�m- • H 3<" 3<' 3<' 3<' m DETAILED CIVIL SITE PLAN 30' ( N ) INVERTER RACK (TYP . ) k' IR16 . o ' 30'( N ) ACCESS ROAD PROJ , MGR . . SS PROJ . ENGR . . SS DATE . 04/25 /2023 \O (N DRAWN BY : SJ CHECKED BY: GB SCALE : AS SHOWN � • • • , v v- ç DRAWING NO . 7 0 o M :. 112 . 0 ' - 11 DETAILED CIVIL SITE PLAN S- 11 N Know what 1 "=20' 's below. call before you dig. GOLDFINCH SOLAR USE BY SPECIAL REVIEW SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 33 . 67 ACRES PROJECT NUMBER : U S RXXXX-XXXX DESIGN 1 ENGINEERING EROSION AND SEDIMENT CONTROL NOTES : PERIMETER CONTROL BMPs : 1400 Shattuck Avenue, Suite 3 Berkeley, California 9 4 70 9 ALL EROSION AND SEDIMENT CONTROL WORK AND BMPs SHALL ADHERE TO THE FOLLOWING DOCUMENTS : 30 . PERIMETER CONTROL BMPs SHALL BE CONSTRUCTED BEFORE UP- SLOPE GROUND COVER IS REMOVED . 1 . COLORADO DEPARTMENT OF HEALTH AND ENVIRONMENT CONSTRUCTION GENERAL PERMIT ( CGP ) NO . 31 . CLEARING , GRUBBING , AND STUMPING CAN OCCUR BEFORE SILT FENCE INSTALLATION IF GROUND COR 400000 COVER IS REMOVED . 2 . WELD COUNTY GENERAL ORDINANCE . 32 . ALL PERIMETER CONTROL BMPs SHALL BE PLACED AS CLOSE TO THE CONTOUR AS POSSIBLE SO THAT WATER WILL NOT CONCENTRATE AT LOW POINTS AND SO THAT SMALL SWALES OR DEPRESSIONS THAT S 3 . WELD COUNTY CONSTRUCTION AND ENGINEERING GUIDELINES . MAY CARRY SMALL CONCENTRATED FLOWS TO THE PERIMETER CONTROL BMP ARE DISSIPATED ALONG ITS LENGTH . 4 . URBAN STORM DRAINAGE CRITERIA MANUAL ( USDCM VOLUME 3 LATEST EDITION ) , PUBLISHED BY THE * COMM UN ITY S © L A R MILE HIGH FLOOD DISTRICT . 33 . ENDS OF PERIMETER CONTROL BMPs SHALL BE BROUGHT UP -SLOPE SLIGHTLY SO THAT WATER PONDING WILL BE PREVENTED FROM FLOWING AROUND THE BMPs . 5 . ALL WORK SHALL COMPLY WITH THE CONDITIONS OF THE PERMITS OBTAINED FOR THE PROJECT AND ALL FEDERAL, STATE , AND LOCAL REGULATIONS . 34 . IF USED BENEATH A SLOPE , SILT FENCE SHOULD BE A MINIMUM OF 10 FEET FROM THE TOE OF THE 1724 GILPIN STREET , SLOPE . DENVER , CO 80218 STANDARD STABILIZATION NOTES : 35 . SILT FENCE SHALL BE TRENCHED IN . THE TRENCH SHALL BE MADE WITH A TRENCHER, CABLE LAYING 6 . FOLLOWING INITIAL SOIL DISTURBANCE OR RE - DISTURBANCE , PERMANENT OR TEMPORARY MACHINE , SLICING MACHINE , OR OTHER SUITABLE DEVICE THAT WILL ENSURE AN ADEQUATELY STABILIZATION MUST BE COMPLETED IN ACCORDANCE WITH THE SWMP . UNIFORM TRENCH DEPTH . ��NOO LICFN 7 . ALL STABILIZED AREAS SHALL BE INSPECTED BY A CERTIFIED SWMP INSPECTOR . 36 . WHERE 2 SECTIONS OF PREFABRICATED SILT FENCE ARE COMBINED INTO ONE RUN , THE END POSTS �o�;:•'pY'Gq'• ;SF� SHALL BE CONNECTED TOGETHER, NOT SIMPLY OVERLAPPED . TYPICAL CONSTRUCTION SEQUENCE : io 56414 > 32 . SILT FENCE SHALL ALLOW RUNOFF TO PASS ONLY AS DIFFUSE FLOW THROUGH THE GEOTEXTILE . IN 8 . INSTALL STABILIZED CONSTRUCTION ENTRANCE . RUNOFF FLOW, ONE OF THE FOLLOWING SHALL BE PERFORMED, AS APPROPRIATE : • �� o�Fss/ONAL ENS\ 9 . CLEAR ( GRUB IF NECESSARY) SITE FOR PERIMETER EROSION AND SEDIMENT CONTROLS ( BMP ' S ) ONLY . 32 . 1 . AN ADDITIONAL RUN OF SILT FENCE SHALL BE PLACED UPSTREAM EXP . 10/31 /2023 32 . 2 . THE LAYOUT OF THE SILT FENCE SHALL BE CHANGED 10 . INSTALL TEMPORARY PERIMETER BMPs . 32 . 3 . ACCUMULATED SEDIMENT SHALL BE REMOVED 32 . 4 . OTHER PRACTICES SHALL BE IMPLEMENTED . 11 . ROUGH GRADE ROAD ( S ) AND LAYDOWN / MATERIAL STORAGE AREA IMPORTING MATERIAL AS NECESSARY FROM ON -SITE OR OFF-SITE SOURCE PER PROPOSED GRADES PROVIDED TO CREATE OR 33 . SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THE DEPOSIT REACHES APPROXIMATELY ONE HALF OF MAINTAIN POSITIVE DRAINAGE . THE HEIGHT OF THE SILT FENCE . GOLDFINCH 12 . INSTALL STABILIZED CONSTRUCTION ROADS . 34 . ALL STOCKPILES SHALL BE ENCIRCLED WITH AN APPROPRIATE BMP SUCH AS SILT FENCE , FIBER ROLL, OR LLCSEDIMENT LOGS . SOLAR 12 . 1 . STABILIZED CONSTRUCTION ROADS ARE CONSIDERED A BMP . IT IS THE INTENT OF THE DESIGN THAT STABILIZED CONSTRUCTION ROADS ARE INSTALLED PRIOR TO GRADING , ARRAY CONSTRUCTION , 35 . SILT FENCE FABRIC SHALL MEET THE FOLLOWING SPECIFICATIONS : AND EQUIPMENT PAD CONSTRUCTION . 35 . 1 . MINIMUM TENSILE STENGTH = 120 LBS ( ASTM 13 . CONSTRUCT THE SOLAR PLANT. 35 . 2 . MAXIMUM ELONGATION AT 60 LBS 15 % ( AS M D 4632 ) 7 . 0 MWAC 35 . 3 . MINIMUM PUNCTURE STRENGTH = 50 LBS . ( ASTM D 4833 ) 8 . 0 14 . PERFORM TEMPORARY STABILIZATION SEEDING OF DISTURBED AREAS IF REQUIRED . 35 . 4 . MINIMUM TEAR STRENGTH = 40 LBS . ( ASTM D4533 ) MWDC 35 . 5 . APPARENT OPENING SIZE < = 0 . 84MM ( ASTM D 4751 ) 15 . CONSTRUCT PERMANENT BMPs . 35 . 6 . MINIMUM PERMITTIVITY = 1X1O- 2SEC . - 1 ( ASTM D 4491 ) SOLAR PROJECT 35 . 7 . WATER FLOW RATE = 15 GAL . / MIN /SQ. FT . f 16 . STABILIZE ALL REMAINING DISTURBED AREAS WITH PERMANENT VEGETATION OR SITE SPECIFIC 35 . 8 . UV EXPOSURE STRENGTH RETENTION = 70% ( ASTM G4355 ) U VEGETATION AS NOTED INCLUDING TOP SOILING , FERTILIZING , AND MULCHING , IF REQUIRED . 36 . ALL PERIMETER CONTROL BMPs SHALL BE REMOVED FOLLOWING FINAL STABILIZATION OF THE SITE AND N 17 . REMOVE CONSTRUCTION ENTRANCE , COMPLETE FINAL GRADE AND RESTORATION OF GRAVEL SUBMISSION OF NOTICE OF TERMINATION TO COLORADO DPHE . V5 ENTRANCE . w STORMWATER CONTROL BMPs ( PERMANENT) : 18 . STABILIZATION OF ALL AREAS DISTURBED BY REMOVAL OF BMP ' S WILL BE PERFORMED PRIOR TO FINAL INSPECTION . 37 . PERMANENT STORMWATER CONTROL BMPs INCLUDE GRASS LINED SWALES . 38 . PERMANENT STORMWATER CONTROL BMP LOCATIONS AND CONSTRUCTION REQUIREMENTS AND SECTION 30 , TOWNSHIP 6 19 . ALL MAINTENANCE OF THE FINAL SITE AND PERMANENT BMP ' S SHALL BE CONTROLLED BY SITE OWNER . DETAILS ARE INCLUDED ON G & D SHEETS ( G & D- 200, G & D- 201, G & D- 202 , G & D- 203 , AND G & D-300 ) . NORTH , RANGE 64 H 20 . IF THE SEQUENCE OF CONSTRUCTION AND BMP INSTALLATION IS MODIFIED BY THE CONTRACTOR . THE SEEDING : WELD COUNTY , CO 80218 w CONTRACTOR SHALL SUBMIT TO THE ENGINEER THESE CORRECTIONS TO UPDATE THE GRADING , cn EROSION AND SEDIMENT CONTROL PLAN . THE SWMP DESIGNER SHALL UPDATE THE SWMP . THESE 39 . SEEDING WILL BE DONE POST CONSTRUCTION AND ENCOMPASS THE ENTIRETY OF THE FENCED AREA, (40 . 452 , - 104 . 589) CHANGES SHALL BE APPROVED BY THE AHJ PRIOR TO IMPLEMENTATION . SWALES, AND ANYWHERE SOIL IS DISTURBED INCLUDING 12 " BEYOND PERIMETER FENCE . 40 . SEEDING SHOULD BE PERFORMED WITH A NO -TILL SEED DRILL OR EQUIVALENT IN THE ARRAY AREA . INSPECTIONS AND MAINTENANCE OF EROSION & SEDIMENT CONTROL BMP ' S ( TEMPORARY ) : 41 . IN AREAS THAT CANNOT BE SEEDED WITH A DRILL, HAND SPREADING OR HYDROSEEDING MAY BE > PERFORMED . �I 21 . THE DESIGNATED SWMP INSPECTOR SHALL INSPECT ALL DISCHARGE POINTS, DISTURBED AREAS, 42 . GRASS LINED SWALES SHOULD BE ROTOTILLED, SEEDED BY HAND, AND COVERED WITH A MULCH UNTIL 0 MATERIAL STORAGE AREAS, STRUCTURAL CONTROLS AND CONSTRUCTION ENTRANCES/ EXITS IN SEED HAS GERMINATED AND SPROUTED . ACCORDANCE WITH THE APPROVED SWMP . ALL OBSERVATIONS AND INCIDENTS OF NON - COMPLIANCE , U CORRECTIVE ACTIONS, AND MAINTENANCE SHALL BE RECORDED IN THE SWMP INSPECTION REPORT . ARRAY AREA SEED MIX : z 0 22 . INSPECTIONS OF BMP ' S SHALL BE DOCUMENTED AND SIGNED BY THE CERTIFIED SWMP INSPECTOR AND 43 . ALL DISTURBED AREAS AND AREAS RECEIVING EXCESS SOIL ARE TO BE SEEDED PER SECTION >I PROVIDED TO PROJECT MANAGEMENT AND CONTRACTOR . EC- 2 -TEMPORARY AND PERMANENT SEEDING (TS/ PS ) AND FOLLOW THE WELD COUNTY GUIDANCE PER THE WELD COUNTY MS4 POLLUTION PREVENTION PLAN MANUAL . 0 PRELIMINARY 09/28/23 23 . IF BMP INSPECTION REPORTS DO NOT IDENTIFY INCIDENCES OF NON -COMPLIANCE , THE BMP cn INSPECTION REPORT SHALL CONTAIN A CERTIFICATION THAT THE FACILITY IS IN COMPLIANCE WITH THE 44 . SEEDING WILL BE DONE POST CONSTRUCTION AND ENCOMPASS THE ENTIRETY OF THE FENCED AREA, REV. NO DESCRIPTION DATE w CGP AND THE SWMP . AND ANYWHERE SOIL IS DISTRIBUTED INCLUDING 10 ' BEYOND PERIMETER FENCE . J H � SHEET TrTLE : 24 . IF REQUIRED, MAINTENANCE OF BMP S SHALL BE CONDUCTED BY A CERTIFIED SWMP INSTALLER AND 45 . SEEDING SHOULD BE PERFORMED WITH A HYDROMULCHER OR EQUIVALENT IN THE ARRAY AREA . SHALL OCCUR WITHIN 24 HOURS OF THE INSPECTION . 25 . BMP ' S DETAILED IN THE EROSION AND SEDIMENT CONTROL PLAN ARE ONLY AN ESTIMATE OF WHAT EROSION AND SEDIMENT NEEDS TO BE IMPLEMENTED PRIOR TO AND DURING CONSTRUCTION . IF BMP INSPECTIONS IDENTIFY CONTROL NOTES AREAS OF THE PROJECT SITE WHERE PROPERLY INSTALLED BMP ' S ARE NOT CONTROLLING FLOW OF SEDIMENT OFF -SITE , IT IS THE CONTRACTORS OBLIGATION TO IMPLEMENT COST EFFECTIVE/PRACTICAL m BMP ' S WHILE GRADING AND CONSTRUCTION ACTIVITIES ARE OCCURRING . 26 . EROSION AND SEDIMENT CONTROL DRAWINGS ARE SUBJECT TO ADDITIONAL, NEW AND ALTERNATIVE PROJ . MCR . : SS PROJ . ENCR . : SS DATE : 04/ 25 / 2023 N BMP ' S WHEN REQUESTED OR APPROVED BY THE ENGINEER, CERTIFIED SWMP INSPECTOR, OR AHJ . DRAWN BY : SJ CHECKED BY : CB SCALE : AS SHOWN 27 . IT IS THE RESPONSIBILITY OF THE CERTIFIED SWMP INSPECTOR TO IDENTIFY ALL INCIDENTS OF DRAWING NO . NON -COMPLIANCE, CORRECTIVE ACTIONS, AND MAINTENANCE AND ENSURE THAT PROJECT H E ET 12 F 17 MANAGEMENT IS ALERTED TO ALL ISSUES . 28 . SEDIMENT SHALL BE REMOVED WITHIN 24 HOURS OF SEDIMENT REACHING 1/3 HEIGHT OF PERIMETER BMPs . S - 1 2 29 . SEDIMENT TRACKED OFF- SITE FROM CONSTRUCTION TRAFFIC SHALL BE REMOVED FROM PAVED SURFACES WITHIN 24 HOURS OF DISCOVERY . Know whars below. Call before you dig. GOLDFINCH SOLAR USE BY SPECIAL REVIEW TT1 SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 33 . 67 ACRES S PROJECT NUMBER : U S RXXXX-XXXX DESIGN 1 ENGINEERING LEGEND GENERAL NOTES 1400 Shattuck Avenue, Suite 3 85 MODULE TRACKER ROW ( 123) Berkeley, California 9 4 7 0 9 51 MODULE TRACKER ROW (21 ) 1 . OVERALL PROJECT SITE AREA = 33 . 67 ACRES \ \" - 2 . DISTURBED AREA = 1 . 12 ACRES N 'FG G G G G G G G C' G - \ lG PROPERTY LINE G G G ' ` \ , ; , 3 . DISTURBED AREAS INCLUDE : GRADING , EXCAVATION , PILE , \ �463G S , - _ -- _ - -__ _ _ 4g r85 4� a5 - — � � . G _ 8HIGH SECURITY FENCE AND_ __ _ _ _ EMENT - - _ - _ 4680 0 0 o ROADWORK, EQUIPMENT PADS . _ - — _ - - - - -_ 4 . SITE PREPARATION INCLUDES CLEARING/GRUBBING , MINOR GRADING , r, ' r, EQUIPMENT RACK - SAT G rw r� G G G COMPACTION , MOWING OF VEGETATION , AND RESTABILIZATION OF G \ - G _ G - - - = =_ ROAD -� . � C _ _ EASEMENT DISTURBED AREAS = - - - - - - - - - 4 4 . - " 5 . TOPSOIL SHALL NOT BE REMOVED FROM THE PROJECT SITE OR SOLD • • \ - „ \, \� ` G _ TEMPORARY PARKING I , - - - _ - - - - - - - - - �� \- - - - - - - SF - SILT FENCE UNLESS REMOVAL OF EXCESS SOIL IS APPROVED BY THE AHJ . * • C0MM UN ITY SOLAR _ PERMANENT STORMWATER SWALE 6 . EXCESS TOPSOIL SHALL BE SPREAD ON -SITE SO AS TO PROVIDE SIX _ - _ - - - - - - _ \ i f ■ PORTABLE RESTROOM FACILITY INCHES OF COVER ORIGINALLY EXISTING ON THE SITE OR A MINIMUM - - - - - - - - - - _G_ - - - - - - - - - - - - - � - - - G - > - _ �� -- \ ROLLING DUMSTER OF FOUR INCHES OF COVER IF THE ORIGINAL COVER WAS LESS . 7 7 . IF REMOVAL OF EXCESS TOPSOIL IS REQUIRED IT MUST BE 1724 GILPIN STREET , � I I __SF �F sF sF sF � sF sF • \\ \\ v COORDINATED AND MEET GESC REQUIREMENTS . DENVER , CO 80218 I I � N. \ N 8 . PROJECT SITE SHALL BE STABILIZED BY SEEDING AND/OR SODDING . II ♦ \ \ 9 . ADDITIONAL VEGETATION MAY NEED TO BE REMOVED PRIOR TO I .r z CONSTRUCTION . AREAS THAT ARE NOT CLEARED/GRUBBED SHALL BE I Ijl I T a \ �� \\ MOWED TO A MINIMUM OF THREE INCHES . �o�,Poo L��FNs w I � \ \ �� \\ 10 . CONTRACTOR RESPONSIBLE FOR PRESERVATION OF EXISTING te '• PY Gq ., • 1I I o 1 4 �� \ VEGETATION , NOT CLEARED/GRUBBED OR MOWED , TO THE EXTENT : �, II r \ •\\\ \\ \ PRACTICABLE . ° 56414 . Q > : I a � \\ N 11 . VEGETATION REMOVAL SHALL ONLY OCCUR WITHIN THE PROJECT F •• ' • • • •• Q,. • \ 'N BOUNDARY. � � � �� \ \ ss/ONA� E� Q \ ` \ \\\ \ 12 . CONTRACTOR TO REMOVE ONLY VEGETATION WHICH SHALL BE EXP . 10/31 /2023 � DESIGNATED BY THE OWNERS REPRESENTATIVE FOR REMOVAL AND `` sF sF' _ c \� \ SHALL EXERCISE CARE AROUND EXISTING VEGETATION TO BE SAVED . I I I ® CO i ` \ \ CONSTRUCTION FENCING MAY BE INSTALLED TO PROTECT AREAS I \ THAT ARE NOT TO BE DISTURBED . I = \ \ \ 13 . BURNING OF DEBRIS SHALL NOT OCCUR WITHOUT APPROPRIATE GOLDFINCH „ g PERMITS AND/OR AHJ AND OWNER APPROVAL . 14 . FINAL STABILIZATION SHALL BE ACHIEVED WHEN A UNIFORM b - SOLAR LLC i VEGETATIVE COVER WITH AN INDIVIDUAL PLANT DENSITY OF AT LEAST 1 I / N.. I 70% OF PRE DISTURBANCE LEVELS , OR EQUIVALENT PERMANENT I ,H ' PHYSICAL EROSION REDUCTION METHODS HAVE BEEN EMPLOYED IN _L .' ;I f ALL AREAS OF DISTURBED GROUND . SF _ 7 . 0 MWAC I SILT FENCE 15 . EXCESS SOIL SHALL BE SPREAD ON SITE SO AS TO PROVIDE NO MORE _ I THAN SIX INCHES OF COVER ORIGINALLY EXISTING ON THE SITE . ,r ` � I 16 . IF REMOVAL OF EXCESS SOIL IS REQUIRED IT MUST BE COORDINATED . WITH AND MEET AHJ REQUIREMENTS . Qo q �— r7 \ \ \ ',_. '... , I I - X SOLAR PROJECT I 17 . CONCRETE WASHOUT IS TO BE INSTALLED AND , UPON CONSTRUCTION WI / / I y COMPLETION , REMOVED PER SECTION MM - 1 OF THE WELD COUNTY Q I I I � � ; ; ' ' FIBER ROLL AS NEEDED FOR MS4 POLLUTION PREVENTION PLAN MANUAL. w ` TEMPORARY STOCKPILE 18 . SITE HOUSEKEEPING PRACTICES SHALL FOLLOW SECTION GH OF THE . ...... ' ' WELD COUNTY MS4 POLLUTION PREVENTION PLAN MANUAL . 1 Dt1 19 . SILT FENCE SHALL BE INSTALLED , MAINTAINED , AND REMOVED PER IIllIliIIU 1 SECTION SC- 1 OF THE WELD COUNTY MS4 POLLUTION PREVENTION�` TEMPORARY ` ` STOCKPILE LOCATION PLAN MANUAL . SECTION 30 , TOWNSHIP 6 m / I �I . I 20 . CONSTRUCTION ENTRANCE/ EXIT IS TO BE INSTALLED , MAINTAINED , � I I I': AND REMOVED PER SECTION SM -4 OF THE WELD COUNTY MS4 NORTH , RANGE 64 0 a �� i � i �. i `. POLLUTION PREVENTION PLAN MANUAL . III I. 4$ off . iN I 21 . STAGING AREA IS NOT SHOWN ON SITE . HOWEVER , IF STAGING IS WELD COUNTY , CO 80218 I I � I \ PORATABLE RESTROOM FOUND NECESSARY FOR CONSTRUCTION SEQUENCING , STAGING (40 . 4520 , - 104 . 589) / FACILITY I AREA IS TO BE INSTALLED , MAINTAINED , AND REMOVED PER DETAIL SSA- 1 AND SECTION SM -6 OF THE WELD COUNTY MS4 POLLUTION I Ian SOIL TYPE LINE PREVENTION PLAN MANUAL . ' r � \ ' , , , , 1 22 . IF SEDIMENT HAS BEEN TRACKED ONTO PUBLIC ROADWAY , STREET / 7, ' 7 I SWEEPING IS TO BE PERFORMED PER SECTION SM -7 OF WELD \ COUNTY MS4 POLLUTION PREVENTION PLAN MANUAL . I ROLLING DUMPSTER 23 . NO DEWATERING IS EXPECTED FOR CONSTRUCTION . I 24 . NO TEMPORARY BATCH PLANTS ARE EXPECTED TO BE NECESSARY o I I FOR CONSTRUCTION . J 25 . SURFACE ROUGHENING IS NOT EXPECTED TO BE USED AS A 1/ BMP . HOWEVER , IF SURFACE ROUGHENING IS FOUND TO BE 0 PRELIMINARY 09/28/23 / / CONCRETE WASHOUT 11 NECESSARY BY THE CEOR , IT MUST BE IMPLEMENTED PER SECTION REV. NO DESCRIPTION DATE „u SF H EC- 1 AND DETAIL SR-2 OF THE WELD COUNTY MS4 POLLUTION II I I PREVENTION PLAN MANUAL . rSHEET TITLE : 26 . MULCHING IS NOT EXPECTED ON SITE . HOWEVER , IF MULCHING IS DEEMED NECESSARY BY THE CEOR FOR GRADING ACTIVITIES , . . . . ....... .... ....... . . .. .. . . .26 . MULCHING PRACTICES SHALL FOLLOW SECTION EC-4 - MULCHING OF m I I I sF PERMANENT Q I1 II I s N SERMANE T SWALE THE WELD COUNTY MS4 POLLUTION PREVENTION PLAN MANUAL . EROSION CONTROL P LAN I I J � SILT FENCE OUTLET CONTOUR LINE (TYP . ) _______ - - - -- _ - - - \ _ PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 04/ 25 /2023 — — o — — _ — — — — — — DRAWN BY : SJ CHECKED BY: GB SCALE : AS SHOWN CONSTRUCTION DRAWING NO . EXIT/ENTRANCE S HEET - 13 O F 1 7 1 EROSION CONTROL PLAN - 13 S- 13 1 " = 150' c N Know what's below. Call before you dig. Sediment Control Log ( SCL) SC -2 Sediment Control Log ( SCL) SC -2 Concrete Washout Area ( CWA) MM- 1 SCL SCL - :iC> L- 4 MAX LI. T E . :: HEL SCL::; CONCRETE WASHOUT 10' MAX F_ -. I,If'CST�CLs �^ SIGN SOLVIDA PF l.i x 1)§ 1 $ (MIN) SPACING • „ VERTICAL SPACING , O WOODEN STAKE VARIES DEPENDING N. 3 : 1 4' MIN . DESIGN ENGINEERING ON SLOPE 9" DIAMETER (MIN) ,, VEHICLE TRACKING 1 Berke Shattuck Avenue, Suite 3 SEDIMENT CONTROL LOG T yyy 3 : 1 8 X 8 MIN . 3 . 1 d J,� CONTROL (SEE Berkeley, California 94709 CENTS ; TYP . I � .% r ` u OTHER STABLER SURFACE y / ' 'NOTES- FLOW F L DIAM % i f> 1 , LARGER DIAMETER � �� CONTINUOUS SCL 3 : 1 SEDIMENT CONTROL ` AT PERIMETER OF �r�a 4 / . . ;. �r = LOGS MAY NEED TO Y �f> 7 . .♦ �l CONSTRUCTION SITE . � BE EMBEDDED DEEPER.2 .PLACE LOG AGAINST 25 MIN . I SCL- 3 . SEDIMENT CONTROL LOGS TO CONTROL SIDEWALK OR BACK OF CURB WHEN ADJACENT SLOPE LENGTH CONCRETE WASHOUT AREA PLAN TO THESE FEATURES. 12" TYP, TRENCHED SEL IMEN I CON POL LOG 1 > 4 THE O PERIMETER RM AROUND • . _ 2% SLOPESunShare __ • TEI `T.- 1 E I CONTROL LOG yti��T' - - • C 0 M M U N I T Y S 0 L A R E •,' `�`' 1 13 MIN . Ii i iiYiRVl i i i COMPACTED EXCAVATED 9 " DIAMETER (MIN) UNDISTURBED OR > 3 > 3 TRENCH SOIL SEDIMENT CONTROL LOG COMPACTED SOIL VEHICLE TRACKING 3 FLOW �� Y3 DIAM. SCL (1W,) 6 X 8 MIN . CONTROL (SEE VTC DETAIL f�`f� SECTION A • 1724 GILPIN STREET , ' ' CWA - 1 . CONCRETE WASHOUT AREA DENVER , CO 80218 CWA INSTALLATION NOTES SECTION 1 . SEE PLAN VIEW FOR: � I p �^�, - CWA INSTALLATION LOCATION . TRENCHED SEDIMENT CONTROL LOG 2 . DO NOT LOCATE AN UNLINED CWA WITHIN 400' OF ANY NATURAL DRAINAGE PATHWAY OR N90 L/ Figs WATERBOOY.. DO NOT LOCATE WITHIN 1 ,000 ' OF ANY WELLS OR DRINKING WATER SOURCES. IF SITE CONSTRAINTS MAKE THIS INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS EXIST ON SITE, c • j ,Y J34 • F THE CWA MUST BE INSTALLED WITH AN IMPERMEABLE LINER ( 16 MIL MIN . THICKNESS ) OR 12" OVERLAP SURFACE STORAGE ALTERNATIVES USING PREFABRICATED CONCRETE WASHOUT DEVICES OR A /* 0 •: (MIN x 13 " (MIN) LINED ABOVE GROUND STORAGE ARE SHOULD BE USED . ; 56414 > 0 WOODEN STAKE 3 . THE CWA SHALL BE INSTALLED PRIOR TO CONCRETE PLACEMENT ON SITE. • 0 * • 4. CWA SHALL INCLUDE A FLAT SUBSURFACE PIT THAT IS AT LEAST 8 ' BY 8 ' SLOPES- --- �0,00 • • • • • • ••.��C� -( LEADING OUT OF THE SUBSURFACE PIT SHALL BE 3: 1 OR FLATTER . THE PIT SHALL BE AT FSS/ONAL ��G __--- LEAST 3' DIEEP. 9 " DIAMETER ( MIN) -_ EXP . 10/31 /2023 SEDIMENT CONTROL LOG 5- BERM SURROUNDING SIDES AND BACK OF THE CWA SHALL HAVE MINIMUM HEIGHT OF 1 ` . LOG JOINTS 6. VEHICLE TRACKING PAD SHALL BE SLOPED 2% TOWARDS THE CWA. 7. SIGNS SMALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE CWA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CWA TO OPERATORS T SCL - 1 . RE H NCED SE T DIMENT CONTROL LOG OF CONCRETE TRUCKS AND PUMP RIGS. 8. USE EXCAVATED MATERIAL FOR PERIMETER BERM CONSTRUCTION . GOLDFINCH November 2015 Urban Drainage and Flood Control District SCL-3 November 2015 Urban Drainage and Flood Control District SCL-5 November 2010 Urban Drainage and Flood Control District CWA-3 SOLAR L LC Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 7 . 0 MWAC SC -2 Sediment Control Log ( SCL) SC -2 Sediment Control Log ( SCL) MM - 1 Concrete Washout Area (CWA) 8 . 0 MWDC jiD V) X SOLAR PROJECT SEDIMENT CONTROL LOG INSTALLATION NOTES S C L 1 . SEE PLAN VIEW FOR LOCATION AND LENGTH OF SEDIMENT CCNTF - - L L - '.S. o - 1)6 " x 1Y" x 18" ( MIN ) 2. SEDIMENT CONTROL LOGS THAT ACT AS A PERIMETER CONTROL SHALL BE INSTALLED PRIOR CWA MAINTENANCE NOTES Q WOODEN STAKE TO ANY UPGRADIENT LAND -DISTURBING ACTIVITIES . 1 . INSPECT EIMPs EACH WORKDAY , AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION . L`' 3. SEDIMENT CONTROL LOGS SHALL CONSIST OF STRAW, COMPOST , EXCELSIOR OR COCONUT MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS Cn 8" DIAMETER ( MIN) COMPO5T FIBER , AND SHALL BE FREE OF ANY NOXIOUS WEED SEEDS OR DEFECTS INCLUDING RIPS, POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE ry i SEDIMENT CONTROL LOG HOLES AND OBVIOUS WEAR. EROSION , AND PERFORM NECESSARY MAINTENANCE. Q TL 3 ON CENTERIII P. 4. SEDIMENT CONTROL LOGS MAY UE USED AS SMALL CHECK DAMS IN DITCHES AND SWALES . 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN 6 „ • NOTES: HOWEVER, THEY SHOULD NOT BE JSED IN PERENNIAL STREAMS . EFFECTIVE OPERATING CONDITION . INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 1 .THIS DETAIL IS FOR SECTION 30 TOWNSHIP 6 FLii; ; --__- DIAM . USE WITH SEDIMENT 5, IT IS RECOMMEPJDED THAT SEDIMENT CONTROL LOGS BE TRENCHED INTO THE GROUND TO 3. WHERE BIvIPs HAVE FAILED , REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON m SC f : '� CONTROL LOGS THAT A DEPTH OF APPROXIMATELY Y3 OF THE DIAMETER OF THE LOG . IF TRENCHING TO THIS DISCOVERY OF THE FAILURE. • AREA MINIMUM OF DEPTH IS NOT FEASIBLE AND/OR DESIRABLE ( SHORT TERM INSTALLATION WITH DESIRE NOT TO l yfy y ' � 8 LB/FT DAMAGE LANDSCAPE) A LESSER TRENCHING DEPTH MAY BE ACCEPT/ALE WITH MORE ROBUST 4. THE CWA SHALL BE REPAIRED , CLEANED , OR ENLARGED AS NECESSARY TO MAINTAIN NORTH , RANGE 64 2 . PLACE LOG AGAINST STAKING. COMPOST LOGS THAT ARE 8 LB/ FT DO NOT NEED TO BE TRENCHED . CAPACITY FOR CONCRETE WASTE. CONCRETE MATERIALS , ACCUMULATED IN PIT, SHALL BE SIDEWALK OR BACK OF REMOVED ONCE THE MATERIALS HAVE REACHED A DEPTH OF 2 . - �� CURE WHEN ADJACENT CKFILLE � WITH SOIL OR WELD COUNTY , CO 80218 6. THE UPHILL SIDE OF THE SEDIMENT CONTROL LOG SHALL BE BA, i TO THESE FEATURES.N SHALL CONCRETE WASHOUT WATER , WASTED PIECES OF CONCRETE AND ALL OTHER DEBRIS FILTER MATERIAL THAT IS FREE OF ROCKS AND DEBRIS . THE SOIL BE TIGHTLY IN THE SUBSURFACE PIT SHALL BE TRANSPORTED FROM THE JOB SITE IN A WATER -TIGHT`n COMPOST SEDIMENT CONTROL LOG ( WEIGHTED COMPACTED INTO THE SHAPE OF A RIGHT TRIANGLE USING A SHOVEL OR 'WEIGHTED LAWN (40w452o - 1 04 . 589 °) ROLLER OR BLOWN IN PLACE. CONTAINER AND DISPOSED OF PROPERLY. 6- THE CWA SHALL' REMAIN IN PLACE UNTIL ALL CONCRETE FOR THE PROJECT IS PLACED. CENTER STAKE IN CONTROL LOG 7 . FOLLOW MANUFACTURERS' GUIDANCE FOR STAKING. IF MANUFACTURERS' INSTRUCTIONS DO NOT SPECIFY SPACING, STAKES SHALL BE PLACED ON 4 CENTERS AND EMBEDDED A 7- WHEN THE CWA IS REMOVED, COVER THE DISTURBED AREA WITH TOP SOIL, SEED AND -0o y 9" DIAMETER (MIN) COMPOST MINIMUM OF 6" INTO THE GROUND. 3" OF THE STAKE SHALL PROTRUDE FROM THE TOP OF MULCH OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION , o _ { SEDIMENT CONTROL LOG BLOWN/PLACED FILTER THE L STAKES THAT ARE BROKEN PRIOR TO INSTALLATION SHALL BE REPLACED . COMPOST w MEDIA OR SOIL LOGS SHOULD BE STAKED 10' ON CENTER . (DETAIL ADAPTED FROM DOUGLAS COUNTY, COLORADO AND THE CITY OF PARKER, COLORADO, NOT AVAILABLE IN AUTOCAD). NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS . 0 FLOW --� SEDIMENT CONTROL LOG MAINTENANCE NOTES CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN �� ,, , r DIFFERENCES ARE NOTED . 1 . INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. ti MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS z POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION , AND PERFORM NECESSARY MAINTENANCE. o SECTION 2 . FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN 0I COMPOST SEDIMENT CONTROL LOG EFFECTIVE OPERATING CONDITION . INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. cc,ci 2 ,. �, EIRLAE 3. WHERE BMPs HAVE FAILED , REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON 0 PRELIMINARY 09/28/23 o ( MIN . ) DISCOVERY OF THE FAILURE, REV. NO DESCRIPTION DATE Vl 1}5 " x 1W x 18 " ( MIN )Ift _ WOODEN STAKE ,-1 4 . SEDIMENT ACCUMULATED UPSTREAM OF SEDIMENT CONTROL LOG SHALL BE REMOVED AS J NEEDED TO MAINTAIN FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED LL SEDIMENTS IS APPROXIMATELY 74 OF THE HEIGHT OF THE SEDIMENT CONTROL LOG. SHEET TITLE : 5. SEDIMENT CONTROL LOG SHALL BE REMOVED AT THE END OF CONSTRUCTION .COMPOST 9" DIAMETER (MIN) O `_ = FROM COMPOST LOGS MAY BE LEFT IN PLACE AS LONG AS BAGS ARE REMOVED AND THE SEDIMENT CONTROL LOG AREA SEEDED. IF DISTURBED AREAS EXIST AFTER REMOVAL, THEY SHALL BE COVERED WITH ry TOP SOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY LOG JOINTS THE LOCAL JURISDICTION . SWMP & SITE DETAILS m (DETAILS ADAPTED FROM TOWN OF PARKER. COLORADO, JEFFERSON COUNTY. COLORADO, DOUGLAS COUNTY, COLORADO, AND CITY OF AURORA, COLORADO, NOT AVAILABLE IN AUTOCAD) CD SCL - 2 . COMPOST SEDIMENT CONTROL LC' G ( 'M'/ EICHTED ) NOTE : MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN m DIFFERENCES ARE NOTED . PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 04/25/2023 C. DRAWN BY : SJ CHECKED BY: GB SCALE : AS SHOWN N SCL-4 Urban Drainage and Flood Control District November 2015 SCL-6 Urban Drainage and Flood Control District November 2015 CWA-4 Urban Drainage and Flood Control District November 2010 DRAWING NO . Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 LU SHEET 14OF17 o ( S14 ) SEDIMENT CONTROL LOG 2 CONCRETE WASHOUT AREA - S - 14 NTS S- 14 NTS Know what's below. Call before you dig. Silt Fence (SF) SC - 1 Vehicle Tracking Control (VTC ) SM- 4 Vehicle Tracking Control (VTC ) SM- 4 VC S0I� / IDA SF SF — SF� 1 " >< 1 , „ � VTC / UTC / (RECOMMENDED) WOODEN � ^ FENCE POST WITH 10 ' MAX HWI CM T DESIGN ENGINEERING / SPACING 20 FOOT // (WIDTH CAN BE 1 400 Shattuck Avenue, Suite 3 SILT FENCE LESS IF CONST. FENCE VEHICLES ARE Berkeley, California 9 4 70 9 GEOPHYSICALLY CONFINED ON BOTH SIDES) CONSTRUCTIONDISTURBED RBDAREA, E SIDEWALK OR OTHER ITE, PAVED SURFACE 5O FOOT (MIN .} 10% MAX—� STABOI RIZSTTAG NOGRAED REE�AREA . COMPACTED BACKFILL i • r EXISTING 12 MIN PAVED CONSTRUCTION MATS , WOVEN OR TRM 4 ' �'✓. ...... ROADWAY. ... w r J I FEW — 36 "- 48 „ a n . • 50' MIN TYP. • SunShare EXISTING 9 MIN . GROUND • • •. . .6 " MIN �_ err y • COMMUN ITY SOLAR. ... PUBLIC UNLESS OTHERWISE SPECIFIED . ...... . - . " BY LOCAL JURISDICTION , USE 18 " MIN Al LEAST 10 " MIN ROADWAY COOT SECT. # 703, AASHTO #3 dQ 4 SPIKES OR OF SILT FENCE COARSE AGGREGATE OR 6 J� STAKES 1724 GILPIN STREET , a "TAIL" SHALL BE 4 MIN MINUS ROCK Q©k�� P� BURIED NON - WOVEN GEOTEXTILE FABRIC �,�0` \G�`4 TRM END OVERLAP WITH DENVER , CO 80218 BETWEEN SOIL AND ROCK p 2J y �o SPIKES OR STAKES o C�¢p�� p4�� ORNTURFCREIINFORCEMENT STRAP. . . UNLESS OTHERWISE SPECIFIED BY LOCAL 0 G¢�' a4� MAT (TRM ) CONNECTOR SILT FENCE INSTALL ROCK FLUSH WITH JURISDICTION , USE CDOT SECT. # 703, AASHTO o r — MAT OR BELOW TOP OF PAVEMENT # 3 COARSE AGGREGATE u-i CONSTRUCTION END POSTS SHALL OVERLAP OR 6 " MINUS ROCK 9 " (MIN . ) d RESTRICT CONST. VEHICLE OVERLAP INTERLOCK WITH N,DO L/� AT JOINTS SO THAT NO GAPS ACCESS TO SIDES OF MAT STRAP CONNECTORS �Oe .. •••••.. NS ( ,I=j,_. JOIN EXIST IN SILT FECE G • F FIRST 20' OR AS REQUIRED 56414 • D : ROTATE SECOND NON -WOVEN GEOTEXTILE TO ACCOMMODATE G -O�� ANTICIPATED COMPACTED SUBGRADE TRAFFIC (WIDTH �O ••• �� SHOWN , LESS IF POSTS SHALL BE THEN ROTATEDIr180 DEC. THICKNESS OF GEOTEXTILE HAS ED ASSECTION A CONSCAN T. VEHICLES �Fss/ONALEN�\ IN DIRECTION SHOWN AND DRIVEN BEEN EXAGGERATED , TYP ARE PHYSICALLY INTO THE GROUND CONFINED ON BOTH EXP . 10/31 /2023 SIDES) SECTION A VTC - 3 . VEHICLE TRACKING CONTROL w/ CONSTRUCTION VTC - 1 . AGGREGATE VEHICLE TRACKING CONTROL MAT OR TURF REINFORCEMENT MAT TRM SF- 1 . SILT FENCE GOLDFINCH November 2010 Urban Drainage and Flood Control District SF-3 November 2010 Urban Drainage and Flood Control District VTC-3 November 2010 Urban Drainage and Flood Control District VTC-5 SOLAR L LC Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 7 . 0 MWAC SC - 1 Silt Fence ( SF) SM-4 Vehicle Tracking Control (VTC ) SM-4 Vehicle Tracking Control (VTC ) 8 . 0 M W D C X ____ SOLAR PROJECT fl TC L. QSILT FENCE INSTALLATION NOTES • 'v VW V V I � J STABILIZED CONSTRUCTION ENTRANCE/EXIT INSTALLATION NOTES LL 1 , SILT FENCE MUST BE PLACED AWAY FROM THE TOE OF THE SLOPE TO ALLOW FOR WATER DITCH TO CARRY 1 . SEE PLAN VIEW FOR ICJ PONDING . SILT FENCE AT THE TOE OF A SLOPE SHOULD BE INSTALLED IN A FLAT LOCATION WASH WATER TO - LOCATION OF CONSTRUCTION ENTRANCE(S)/EXIT(S) . Cn AT LEAST SEVERAL FEET (2 -5 FT) FROM THE TOE OF THE SLOPE TO ALLOW ROOM FOR SEDIMENT TRAP -TYPE OF CONSTRUCTION ENTRANCE(S) /EXITS(S ) (WITH/WITHOUT WHEEL WASH , PONDNG AND DEPOSITION . OF; BASIN �- CONSTRUCTION MAT OR TRM ) . III 2 . A UNIFORM 6 " X 4" ANCHOR TRENCH SHALL BE EXCAVATED USING TRENCHER OR SILT Pl1BLIC • • • 2. CONSTRUCTION MAT OR TRM STABILIZED CONSTRUCTION ENTRANCES ARE ONLY TO BE FENCE INSTALLATION DEVICE. NO ROAD GRADERS , BACKHOES, OR SIMILAR EQUIPMENT SHALL ROADWAY -, - f USED ON SHORT DURATION PROJECTS (TYPICALLY RANGING FROM .A WEEK TO A MONTH ) BE USED - WHERE THERE WILL BE LIMITED VEHICULAR ACCESS. SECTION 30 , TOWNSHIP 6 3. COMPACT ANCHOR TRENCH BY HAND WITH A '°JUMPING JACK" C)R BY WHEEL ROLLING . r 3. A STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE LOCATED AT ALL ACCESS POINTS m COMPACTION SHALL BE SUCH THAT 'SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR WHERE VEHICLES ACCESS THE CONSTRUCTION SITE FROM PAVED RIGHT-OF-WAYS, TRENCH BY HAND . NOTE : WASH WATER NORTH , RANGE 64 MAY NOT CONTAIN + < " 4. STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE INSTALLED PRIOR TO ANY LAND 4. SILT FENCE SHALL BE PULLED TIGHT AS IT IS ANCHORED TO THE STAKES . THERE SHOULD CHEMICALS OR SOAPS -" t` % HBE NO NOTICEABLE SAG BETWEEN STAKES AFTER IT HAS BEEN ANCHORED TO THE STAKES. WITHOUT OBTAININ(" DISTURBING ACTIVITIES. WELD COUNTY CO 80218 5 SILT FENCE FABRIC SHALL BE ANCHORED TO THE STAKES USING 1 " HEAVY DUTY STAPLES � A SEPARATE PERMIT WASH RACK •.< . 5- A NON -WOVEN GEOTEXTILE FABRIC SHALL BE PLACED UNDER THE STABILIZED In OR NAILS WITH 1 " HEADS . STAPLES AND NAILS SHOULD BE PLACED 3 " ALONG THE FABRIC CONSTRUCTION ENTRANCE/EXIT PRIOR TO THE PLACEMENT OF ROCK . (40 'T52O - 104 589 ° DOWN THE STAKE . 6. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT \ / 6. AT THE END OF A RUN OF SILT FENCE ALONG A CONTOUR, THE SILT FENCE SHOULD BE SECT. #703 , AASHTO # 3 COARSE AGGREGATE OR 6 " (MINUS) ROCK . TURNED PERPENDICULAR TO THE CONTOUR TO CREATE A "J - HOOK:- " THE "J - HOOK " 6 ' 7" MIN . STABILIZED CONSTRUCTION ENTRANCE/EXIT MAINTENANCE NOTES EXTENDING PERPENDICULAR TO THE CONTOUR SHOULD BE OF SUFFICIENT LENGTH TO KEEP o RUNOFF FROM FLOWING AROUND THE END OF THE SILT FENCE (TYPICALLY 10 ' - 20 ) . 1 . INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION . MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIV€. INSPECT BMPs AS SOON AS > 7 . SILT FENCE SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES . fit' ` F- � X�' r 1a ,ter 7 Pr POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE REINFORCED GONCR€TE RA K EROSION , AND PERFORM NECESSARY MAINTENANCE . �I SILT FENCE MAINTENANCE NOTES (MAY SUBSTITUTE STEEL CATTLE DRAIN SPACE cn GUARD FOR CONCRETE RACK) 2 . FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN 1 . INSPECT NANCEIMP OF BMPs HOULDEACH ABEAND PROACTIVEINNOTEM IN REACTVEFECTIVE INSPECT BMPTING s ASCSOONlON . AS SECTION A EFFECTIVE OPERATING CONDITION . INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE U POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE DOCUMENTED THOROUGHLY. EROSION , AND PERFORM NECESSARY MAINTENANCE . 3, WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON I ' 0 DISCOVERY OF THE FAILURE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN O EFFECTIVE OPERATING CONDITION . INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE 4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY TO THE STABILIZED �I DOCUMENTED THOROUGHLY, VTC 2 . AGGREGATE VEHICLE TRACKING CONTROL WITH ENTRANCE/EXIT TO MAINTAIN A CONSISTENT DEPTH . (I) 3. WHERE BNIPs HAVE FAILED , REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON WASH RACK 5- SEDIMENT TRACKED ONTO PAVED ROADS IS TO BE REMOVED THROUGHOUT THE DAY AND 0 PRELIMINARY 09/28/23 DISCOVERY OF THE FAILURE. AT THE END OF THE DAY BY SHOVELING OR SWEEPING . SEDIMENT MAY NOT BE WASHED 4. SEDIMENT ACCUMULATED UPSTREAM OF THE SILT FENCE SHALL BE REMOVED AS NEEDED DOWN STORM SEWER DRAINS . REV. NO DESCRIPTION DATE TO MAINTAIN THE FUNCTIONALITY OF THE BMP , TYPICALLY WHEN DEPTH OF ACCUMULATED SEDIMENT'S IS APPROXIMATELY 6". NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS . J CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED . 5. REPAIR OR REPLACE SILT FENCE WHEN THERE ARE SIGNS OF WEAR, SUCH AS SAGGING , SHEET TITLE : TEARING, OR COLLAPSE. (DETAILS ADAPTED FROM CITY OF BROOMFIELD, COLORADO, NOT AVAILABLE IN AUTOCAD) 6. SILT FENCE IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND APPROVED BY THE LOCAL JURISDICTION , OR IS REPLACED BY AN EQUIVALENT PERIMETER rY SEDIMENT CONTROL BMP, SWMP & SITE DETAILS m 7. WHEN SILT FENCE IS REMOVED , ALL DISTURBED AREAS SHALL BE COVERED WITH TOPSOIL , SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION . (DETAIL ADAPTED FROM TOWN OF PARKER, COLORADO AND CITY OF AURORA, NOT AVAJLABLE IN AUTOCAD) O NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN rn DIFFERENCES ARE NOTED . PROJ . MGR . : SS PROJ . ENGR . : SS DATE : O4/25/ 2O23 o DRAWN BY: SJ CHECKED BY: GB SCALE : AS SHOWN N SF-4 Urban Drainage and Flood Control District November 2010 VTC-4 Urban Drainage and Flood Control District November 2010 VTC-6 Urban Drainage and Flood Control District November 2010 DRAWING NO . Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 SHEET 150F17 SILT FENCE 2 CONTRUCTION ENTRANCE 2 CONCRETE WASHOUT AREA S - 15 S- 15 NITS S - 15 NITS S - 15) ___________________________________ NITS ___________________ ___________________ _____________________ Know what`s below. Call before you dig. GOLDFINCH SOLAR USE BY SPECIAL REVIEW SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 33 . 67 ACRES n PROJECT NUMBER . U S RXXXX-XXXX DESIGN ENGINEERING 1400 Shattuck Avenue, Suite 3 Berkeley, California 9 4 7 0 9 I II ! 1 / v � � � ` LEGEND II N I � � � `_ ` ` � SOAR PV ARRAY \ I \ \ I \ . _ _ _ _ _/ _ _ . _ _ _ _ _ _ _I i I 11 II I I I if , � � \ � P PERIMETER SECURITY FENCE 1 I II IHII / 46 � ♦ P ACCESS GATE 1 II I 466 / / _ / / 1 I r \ f ♦ _ 1724 GILPIN STREET , ( E ) PUBLIC ROADS 1111 I � � � � � � DENVER , CO 80218 1 j II I 1 � \ ( P ) SITE ACCESS ROAD 11 I \ 1 / ( E ) GRAVEL ROAD e ( P ) LAYDOWN AREA E FLOOD ZONE I 1 l ♦ ` 0 56414 > i EASEMENT '°� eff co O�FSS�ONAL EN�\�� — — — E RIGHT O H WAY LINE EXP . 10/31 /2023 III II I ro ( E ) FIBER OPTIC LINE 4biD8 T OHU ( E ) OVERHEAD ELECTRIC 1 GOLDFINCH Ih 1 G ( E ) GAS I � 1 \ SOLAR LLC ( E ) SECTION LINE I I I i 1 v - - 75 - - E ) MAJOR CONTOUR li III 1 III \ � _ a 7 . 0 MWAC 1 \ � � � ( E ) MINOR CONTOUR — \= \ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _H_ 8 . 0 MWDC 75 ( N ) MAJOR CONTOUR II I II I l \ 76 N MINOR CONTOUR N 11 1 II I O SOLAR PROJECT I I II ( N ) GRADING BOUNDARY I III fAN \ I - - - - - - - SOILS BOUNDARY C / � ; ,- - / L GENERAL NOTES I � Si' r / - - 1 LIMIT OF DISTURBANCE _ - 1 . 44 ACRES SECTION 30 , TOWNSHIP 6 \ 1 EQUIPMENTL PADS . NORTH , RANGE 64 I �. - —� o (� = 3 . SITE PREPARATION INCLUDES CLEARING / GRUBBING , COMPACTION , AND N I I 1 —/ ♦ N a s RE — STABILIZATION OF DISTURBED AREAS . WELD LINTY , 80218 U I ♦ �� d � a o ` 4 . EXCESS SOIL SHALL BE SPREAD ON - SITE SO AS TO PROVIDE NO MORE 40 . 4520 - 104 . 589 °) \ THAN SIX INCHES ORIGINALLY OF COVER EXISTING ON THE SITE . 5 , IF REMOVAL OF EXCESS SOIL IS REQUIRED IT MUST BE COORDINATED I IWITH AND MEET AHJ REQUIREMENTS .. I I 1 I \ ,� GRADING VOLUME I I 1 I ) 4 0 � / �� \ 2D AREA GRADING AREA CUT ( YD3 ) FILL ( YD3) NET ( YD3 ) w I I / L ( ACRE ) Q I I II I I z � 1 �II y 1 \ \\ ( 7/ - / ARRAY 1 . 03 655 . 96 15 . 88 640 . 08 ( CUT) II II \ \ \ I \ I � \ I I / ROAD 0 . 41 2 . 67 255 . 77 253 . 09 ( FILL) o ( I / ) TOTAL 1 .44 658 . 63 271 . 65 386 . 99 ( CUT) 0 PRELIMINARY 09/28/23 II / / / REV. NO DESCRIPTION DATE clv 4 , � II ♦- ç I - , / . SHEET TITLE : J ' �\ �` 1 1 I I FG :4659. 24 - FG:4659.60 14+00 15+00 �' '� -- 16+00 17+00 18+00 19+00 20+00 20+76 I \ / / . ' {o �� o 0 0 0 48 Qy SO � d dr � d�6 � S s� S9 466p / I ✓ o �, GRADING & DRANAGE SITE PLAN II I PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 04 / 25/2023 No I `_ DRAWN BY: SJ CHECKED BY : GB SCALE : AS SHOWN / DRAWING NO . 3 SEE SHEET S - 174_ _ I . _ _ . . SHEET 16 OF 17 ( S - 16 ) 1 SITE PLAN 0 75 150 C -301 Scale : 1 " = 75' I F FEET GOLDFINCH SOLAR USE BY SPECIAL REVIEW SECTION 30 , TOWNSHIP 6 NORTH , RANGE 64 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 33 . 67 ACRES n PROJECT NUMBER . USRXXXX-XXXX DESIGN ENGINEERING 1400 Shattuck Avenue, Suite 3 Berkeley, California 9 4 7 0 9 SEE SHEET S - 16 LEG EN D 14650 � SOLAR PV ARRAY PROPERTY BOUNDARY • u r / _ _ l \ • • COM M U N I T Y S 0 L I R ' / 1_ _ ' F _ _ _ _ _ _ _ _ _ _ (� \ H CE ) PEMETERSPCURHFYPENCE / / / / . I . ' . . . . . 1 ` ( P ) ACCESS GATE 1724 GILPIN STREET , I �4648 49 / DENVER , CO 80218 46 0 1 ( E ) PUBLIC ROADS �OD 4650 / ( \ ' % 51 l \ P SITE ACCESS ROAD / 4652 / 1 / 3 , \ r - ( E ) GRAVEL ROAD xp 4654 \ I / / ( P ) LAYDOWN AREA �o .•�PY • �;`sF 4655 \ / \ \I Q D . ( E ) FLOOD ZONE • 56414:O/ / / 1 / _/J _I 46S6 - 1/O I I — — EASEMENT A2 / / BONA . i EXP . 10/31 /2023 ( E ) RIGHT OF WAY LINE 6Sj �xo� � �� ( E ) FIBER OPTIC LINE / I , ( E ) OVERHEAD ELECTRIC GOLDFINCH I X � , E op I ( G ( ) GAS SOLAR LLC i ( E ) SECTION LINE QXo — — 75 - - ( E ) MAJOR CONTOUR 7 . 0 MWAC II l - - - - ( E ) MINOR CONTOUR 0 8 . 0 MWDC x I II I 75 ( N ) MAJOR CONTOUR Xpp a M I Ln SOLAR PROJECT U 76 ( N ) MINOR CONTOUR I Q pp II ( N ) GRADING BOUNDARY w ) \ \ I - - - - - - - SOILS BOUNDARY w \ Ix \ N. .. 4658 _ - - y - - - - - GENERAL NOTES TOWNSHIP - - - - - - - SECTION 30 , 6 — — — — — — oxo . — _ 1 .: LIMIT OF DISTURBANCE _ X5 . 68 ACRES N RTH RAN E 64 - - ° 2 . DISTURBED AREAS INCLUDE : EXCAVATION , ROADWORK , CLEARING & O , G — — — — — GRUBBING AND EQUIPMENT PADS : WELD COUNTY CO 80218 H 3 . SITE PREPARATION INCLUDES CLEARING / GRUBBING ; COMPACTION , AND \ \ \ RE - STABILIZATION OF DISTURBED AREAS . (400452 ° , - 104 . 589 °) 4 , EXCESS SOIL SHALL BE SPREAD ON - SITE SO AS TO PROVIDE NO MORE THAN SIX INCHES OF COVER ORIGINALLY EXISTING ON THE SITE . N 5 . IF REMOVAL OF EXCESS SOIL IS REQUIRED IT MUST BE COORDINATED WITH AND MEET AHJ REQUIREMENTS . SITE PLAN Scale : 1 " = 75 ' 0 75 150 FEET GRADING VOLUME III Q GRADING AREA 2DAREA( ACRE ) CUT (YD3 ) FILL (YD3 ) NET (YD3 ) 0 8d ARRAY 1 . 03 655 . 96 15 . 88 640 . 08 ( CUT) z o ROAD 0 . 41 2 . 67 255 . 77 253 . 09 ( FILL) 0 PRELIMINARY 09/28/23 REV, NO DESCRIPTION DATE _ TOTAL 0 . 29 658 . 63 271 . 65 386 . 99 ( CUT) a C . SHEET TITLE : II J II GRADING & DRANAGE SITE PLAN m PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 04 / 25 /2023 a DRAWN BY: SJ CHECKED BY: GB SCALE : AS SHOWN DRAWING NO . Ln w SHEET - 17OF17 ( S - 17 ) Hello