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Home My WebLink About20251122.tiffiili�ul�Rrrw�iiwa�wi�ruHr�i,Y�µrll�a�;e� ellli USE BY SPECIAL REVIEW - USR23-0047 PART OF THE SE1/4 OF SECTION 4, AND PART OF THE NE1/4 OF SECTION 9, BOTH IN TOWNSHIP 6 NORTH, RANGE 63 WEST OF THE 6TH P.M., WELD COUNTY, COLORADO TOTAL AREA: 210 ACRES VICINITY.; 17080. CONTACT INFORMATION BOARD OF COUNTY COMMISSIONERS CERTIFICATION APPLIUNT: CONSULTANT: Nu ADO.. s THlsrsrocERnPYTHarrHE eonRDDorcaulvrccommisswNENs,w¢n COUNTY, WLOPADO, ODES HEREBYANO CONFIPMPNDADDPTTHIS SITE SPECIFIC OEV ELDPMENT PLAN ANp u5E eY S V ECIAL REND^{ ANO DENELOPMEM STaNpaR0.5 AS SHOWNAND p6PueEp HEREON THIS�q_,DAY cwNR,e RDLP muxncoMLasvaN ,'° cD.wnclERRro � `�?�4lid eY: L�>�m . LI.)wu�'1 Lk 91zoz5 DEPu1r cLERN ro THE acnRD SHEET NUMBER SHEET, OF 11 SHEET -2 OF 11 SHEET. OF 11 SHEET, OF 11 SHEET, OF 11 SHEET, OF 11 SHEET] OF 11 SHEET. OF 11 SHEET -9 OF 11 SHEET -10 OF 11 SHEET -11 OF N DRAWING INDEX COVER SHEET GENERALSTE PLAN SECTIONS 8 DETAILS FENCING PLAN LANDSCAPE PLAN SIGNS CML NOTES OVERALL CAN_ SITE PLAN DETAILED CIVIL SITE PLAN EROSION ONO SEDIMENT CONTROL NOTES DRAINAGE MAP SHEET TR. PLANNING COMMISSION CERTIFICATION _TDCERnFV THATTHEwELncauNTYPLANNwDLZMwsswN HnR cPxnFlEDAND DDPs LOMMFNDro THE RORRDOFCOUNTYDOmMi551ONEPS, vA:LO COUNTYCOLOMDO. 115 CPUFlflmAnON, MPPOVaI AND P1IOPRDN THIS SpE SPEGFlC pEVELCV MFrT aPN nNo �rtus l�� E�,�ssHDrm�D� mED HEREau 1�6,flirccwl�N'I�H� PROPERTY OWNERS CERTIFICATION m PHOPERTYOWNERIS) o0(FS) HEPESYAOREEIOTHE5rtFSPECIFlL C",:EL: 1-?ZAI,�N5E9T$P LPA°NkE LOFNIV;rPNOAR050.5pF.NRAE. CORNSH PLAINS WEST.. Fi TTI _ 1 ...... GE��R�THNOsaesPE oP. Ruvnvw Fevers.THEwwwnslwL��aw�mw,awTarna�ETEAxrasMP�N+. .O I _ DESIGN ENGINEE ��a�Share �rr�°MMpNITY 1724 GILPIN STREET, DENVER, CO 80218 ORIOLE SOLAR LLC, STARLING SOLAR LLC & PORCUPINE SOLAR LLC 17.0 MWAC 20.9 MWDC SOLAR PROJECT SECTION 4, TOWNSHIP 6 NORTH, RANGE 63 WELD COUNTY, CO 80631 (40.509°, -104.435°) PREOMINARV DESCRIPTION O J1A/EOSS Err TaLE: COVER SHEET PROD. MVL I PROA.DupR.: s5 l M�09/2c/xpTD p wN pr_ SI CNEDHFD pY: CB sc AS sMOwN SHEET -1 OF 12 (S-1) oy /30/25 2025-1122 PL2q©� ',-�,za,.; - ..- - ii uEiiii:i�a�nu�xsiliWrilarka mi USE BY SPECIAL REVIEW - USR23-0047 PART OFTHE SEi/4 OF SECTION 4, ANO PART OF THE NE1/4 OF SECTION 9, BOTH IN TOWNSHIP 6 NORTH, R n=„3 WEST OF THE 6TH P.M., WELD COUNTY, COLORADO TOTAL AREA: 210 ACRES ^�� ~ "..--- !�-�-".""'-" C- .� l/ DESIGN �ENGINEERING »nvkra,., ,,,, W SVET. DESCRIPTION-OPoOLE �eC 9]4 TOTPL MWDC TOTAL MWPc OGAC FATIp 1.15 DESCRIPTION ZOrvING IANO ACICFSSORY IANDSUSE gGRINLTUEa LTURAL = �t��Share m M LL x l T Y [ os01.9. 1724 CiI1PIN STREET, CO 80218 � E _ r �.."' ( )GAS UNE •"_. ..__. -_ __ .... — L. _ _... �.I Mp➢utEMANUFALNRER MO.WLE MOpEL cPNAOIAN spUR CS/Nd95TBAG .+" Rte. OILAND GAS OOUCIION :-+..RED YRq�InEL&�: ' �3 MGODLE WgTT MOOU<Et�VM 655 111 BUILDING COVERAGE DRIVE, PARKING qNO N/A N/A N/A N/A ]6 Mu VOLTPGE WALKS DPENSPACE 1L1% N/A 0 I {. 2 MODULES PERSTRING 99/1070.9.0 1] .SVGTEMfi -,""_ 4�' - f STANDAROSPACEB N/A PROYID. N/A •' •I� INVEftI81 INVfl2TERDENVER, /A Illi( i 1' NPNG .0090.1HIOH 31NC1EN(I6TFPCI�R LOPOING SPACE$ N/A N/A ��`p �•"'.H �I: '✓.0 56614 K. , %, 05 E,, g ` uE ' ' - III •�� PROlECTACFEG 31.]1 BICYCLE II ]IrIr I1. I PVSYSTEM OESCRIPDON STARLING FRONT I / (11) TRANSFORMER TOTAL MNOG TDOTAL MWAC .t3 5.W SIDE 25' >20 ] ❑ _ LILT IEjF1{ryHi, 1� t o LE MgNp ALnIRER GPNADWl SOLAR REAR CORNER 25 25' >25 20 SOIL TYPE LINE p' (N)INVEJiIER IFYP.I I:I jpIll tQ ��'� IM,gpULE WMptOTD pIX1LECWNT MA%MUM OL`ALTgGE 8265 II5]oo }tyT5.' FIWRARiA RATO (COMMERCIAL �N/A D¢FBO'. N/A ORIOLE SOLAR LLC, STARLING SOLAR LLC & PORCUPINE SOLAR LLC 17.0 MWAC 20.9 MWDC SOLAR PROJECT SECTION 4, TOWNSHIP 6 NORTH, RANGE 63 WELD COUNTY, CO 80631 (40.509°, -104.435°) 6 Tit -`6� Ifflil1111111____1IIIIIIIHIIIII --- -- — Hft I M0.,. PEftSTRIxG INJGRTGR MANUFACFVRGR %ET. PRDIECISONLII PROECT!TT"' N/A N/A. s If STFE ENTRANCE NVERfER MOpE1 CPS 6Cg60KR EGIIMUM BUILDING N,A N,A IN)FENCEO 1 All �I /y'/ NVERTER COUNL MODVLEMOUNTING '0=00'2900 SINGLEA%ISTRPGKER ,HIGH TRANSPgRENCY HOURS OF OPERATION N/A N/A PRIVACY SLATS (FYP.) \,1 LI{'ff'm''1DI1'1 ,I f' t 1 I `I��I��I��fiii E'fm''I'N1'�1I �) N PROJECTACRES 3526 NUMBER OF EMPLOYEES N/P N/A .--- I� IIIYIIIIIIIDESCRIPTION-POflCU%NE I I NFORAUTION ORC N/A N/A OTN MWgL 6.T .0.0 . '__��CANADNN�I �AL� o (Flf EOUIPMEM'PAO (IYP.) MppEL p5]Nd96T6f,G 111IIIIIIIIII IIIIII1IIIIII 1111 ,,. M �V� MO E UNT MAX UM DC 655 9,316 1.560 ,��m�� -30�7]Ep9 PM6M6oLH sqT Ag00� SROgp 11. H � IIIIIIIIIIIIIIII'�� z] ]6 fi p VOLTAGE ODULESPERSTWNG AarITTERMPNUFACNRER INVERT G"s sP°EM6ER � '""'° ' I I _ GATEFE6-f" DETaLllsa. xMopEL TERLWNr wssORRORTL as 1045 IM :,...r MOWLEMWNRNG PRs SINGLEAIOSTMCI R �I- YPREUIRR WE 3H E0/. M ARY DESCILEMON 02/19/2025 OATE 27 • - 1- � . � 101 - _ CONTOUR • LINE (TYP.) GENERAL SITE PLAN 1 NERAGELSITE PLAN PRa. uGR.: s0 I PRa. ENcz ss 10AT6: Os/3q/z6za nRAwx 6r v cREt'kR er: ws r5 5HOwN 3�' N ' 0 I6p S0d Mm ' ...TYPES SHEET - 2 OF 11 �% (S-2) NUMBER n gSCALON SANDI'LOAM,STOBPERCEMSLOPES VONq SANDY LONM,1T03FEHHCENTSLOPE$ ID SIGNAGE Qq pROJECI'OPERATOR ® n HAVERSON LDPM,I TO3 PERCENTSLDPES NUNN LOAM,OTOtPEAGINT5LOPE5 ryIGH VOLTAGE WNu61NGSIGNgGE � PROJECT LOCATION rJ IMPORTDATA FROM USDANATURALRESOURCESCON—ATIONSERVICE WELD CODNTY•, IbLOMDO rk"i USE BY SPECIAL REVIEW - USR23-0047 ■I�N�I%�W� 1�7'J�i4't�WCluilhN9f�h�0.lWh �llli pART OF THE SE1 /4 OF SECTION 4, AND PART OFTHE NE1•/4 OF SECTION 9, BOTH IN TOWNSHIP 6 NORTH, RANGE 63 WEST OFTHE 6TH PliN, WELD COUNTY, COLORADO - TOTAL AREA: 210 ACRES, - - - -- - - -- DESIGN EN GiNEERING AGGREGATE R-0SE ROAD TO BE COMPACTED TO 85%ANO SHALL BE CAPPBLE OF SUPPORTING )b,DDD L9R. )46'1i -Shire 1724 GILPIN STREET, DENVER, CO &0218 l ��eirsv✓r -voiir ,z.ix�✓o�rriarrr ra9.rmw.o,ig. GROUND LEVEL G°x b6614 � i ' .,,,�a qr. tmia0viS55ory`\ EN ' OS3ACCEGSROAD(TVP( MS DIMENSIONb F.I. . :40 MYYIDTH 5MODULE M arr"" Z .z. ORIOLE SOLAR LLC, STARLING SOLAR LLC & PORCUPINE SOLAR LLC 17.0 MWAC 20.9 MWDC SOLAR PROJECT SECTION 4, TOWNSHIP 6 NORTH, RANGE 63 WELD COUNTY, CO 80631 (40.509°, -104.435 .. \\ /`/ �,^\v, \ rN:, (M � N \ B t,..i GROUND LEVEL I - ] PV SOLAR TRACKERELEVATIONb - PRELIMINARY REV. W DESCRIPTION own,. GATE S3 NB SECTION & DETAILS RD,. vz+�R.: n PRa. N'R: P''''::::is :::iz L I � D.. °a � A= :HD.,N 'SHEET - 3 OF 11 (S-3) Etwai '`'" �f �! USE BY SPECIAL REVIEW - USR23-0047 SIB IN*�6�4Ni�L'IA9'h4f 9V,1 h iS711PIW7:gfCIv,4Ylvh f II PART OF THE SE1/4 OF SECTION 4, AND PART OF THE NE1/4 OF SECTION 9, BOTH IN TOWNSHIP 6 NORTH, RANGE 63 WEST OF THE 6TH P.M., WELD COUNTY, COLORADO TOTAL AREA: 210 ACRES _---- -'-"" _ -"-"'-"`---"- 5 ? �� s DESIGN � ENGINEERING FENCE INSTALLATON NOTES: o00cATE POST , TIIBESTEEL FRAME 01q MIN (TVP.) - 1. FENCE TO BE INSTALLED IN GENERALACCOgDANCE WITH ASTM F56]. LOCgL FENCE CONTgACTOfl TO ALTER ASTM F56T gEQUIREMENTS TO MEET SRE SPECIFIC CONDITIONS. � 1 Su^hare e M u p I`JT v ,o,„ 724 GILPIN STREET, 1,73.2E1=1".1,%=. DENVER 080218 .0 p_ ILOCKneIF u -- Yy■s I _ i � ; - V , 1 2. FENCE FABRICSHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A382, CLASS 2. 3. STRENGTH ANO PROTECTIVE CAATINGS OF ALL FENCE FRAMEWOgK SHALLC/�NFORM TO PSTM F1093. 4. fXTENDEO,END, OR PULL POST FOOTING MINIMUMCONCflETE COMPRESSIVE STRENGTH SHALL BE 2,5W PSI MIN. 5. EXD]JOED,END, OR PULL POST MINIMUM FOOTING DIAMETHi SHALLBE FOUR TIMES THEIARGE5T GROSS SECRON ..._ ... .. 0 m i xo . _ i. .. - � � � R s ( I '.' 'VANnc^:..; _ . _ ---- _ _ ) T4 I ~_ t __. .- _ I ! * . I ) OF T!¢POST FOR POST DIAMETER UP T09'. & EXTENDED END. OR PULL PO Si FOOTING DEPTH SHALL BEAMINIMUM DFTB US ANA D PL DDRIONALTBD OEPIH FOfl EACH 1' POST HEIGHT INCREASE ABOVE4' POST HEIGHTPBOVEGRDUND. 7. 7::::::—.7.717=7:71--E°-----TABLE"' Npp➢0-(/CFM1'`A °,,,,,4 'mHA�� IXP'16"1�"_` _ NOTE: 1. FENCINGSUPPUERSHALLPROVIOEFlNAlAN05EALEDFENCINGORAWINGS.WITHMATERIALANDSPECIFICATION RT"ITTLMENrs. 2. gKNOX AT O ACCESS GATE DETAILS PAD THE MAIN Z W m LOCK WILL BE PLACED ON CHAINED ENTRANCE FOR FIRE DEPARTMENT GATE OR KNO%BO%WITH GAPE ACCESS KEYS WILL BE MOUNTED ACCESS. EFD B. IN AREg5 WHEgE IXISTING FENCES CONFUGT WITH STTE SECURffY FENCE, CONTRACTOR SHALL gEMOVE AN0 -/ DISPOSEOF EXISTINGFENCE. B. DISPOSAL OFFSffE-ND MATEgIAL5 AqE TO REMAIN ON SfiE. 10. ALL STEEL OR MALLEABLE IRON PARTS ANO ACCESSOTilE5 SHALL BE HOT-DIPGALVANIZEO IN ACCORDANCE WIM ASTM A113 AFTER FABRICATION. 11. WARNING SIGNS TO BEINSTALLEp ATtW'INTEliVAL5, CONTENTS DECIDED eY OWNER. ORIOLE SOLAR LLC, STARLING SOLAR LLC & PORCUPINE SOLAR LLC 17.0 MWAC 20.9 MWDC SOLAR C SO PROJECT SECTION 4, TOWNSHIP 6 NORTH, RANGE 63 WELD COUNTY, CO 80631 (40.509°, -104.435% 5< NTS WOOD TERMINAL TDD CORNf32, WOOD RRACE POST WOOD LINE POST OR PULL POST TBD DIA MIN. (4-rP T 3D DIA. (TYP.) DIA MIN. (TYP.) m 4 � ! Y _ 1, 1!I I l l Iry urvESTRAwEz �_f_. T I I f -• { ! a_ • .� I ' I , � 1 t 7 T l IT i _ L y I { . Tr_ ! r �! . , ' _ WOVEN WIRE FA6I, I I I. -` I ,---. it 1 l__ TIL�.I---- { 1 r 1 1 1 -RACE WIRE • l.. _ _I _ _._._. 17 I ---::- ',-lyi-��,-� }-- ) Il- •. . � ti{��-I}'I I It -r1 I IL 1 "r.r-I 1 �' _ � I- ff � 7 I_t_�� 1,; -I -, l..y.__-{__ !._..i.2.1: __-�J A i ,1,_ j r !� f ! _I,- I I ' ., I .--44 tt� T ZI- W o p~ - �T�F- .. a CONCRETE FOOTING TED DIA.(TYR.) +� 'f' -_n�-- GRADE z 20.0 (TYP.) `° ,,,,,,,L-- PEV. NO P PRELIMINARY pE5CRP110N 01/1912025 OAiE FENCING PLAN O �NQED�a� NOTE: 1, 2. FENCING SUPPLIERSHALL PROVIDE FINALANO SEALED FENCING DRAWINGS REQUIREMENTS. AKNOXPADNTCKWILLSEPLACEOONCHAINEOGATEORKNOXSO%WRHOATE ATTHE MAIN ENTRANCE FOR FIRE OEPARTMENTALCESS. WflH MATERIALAND SPECIFICATION ACCESS KEYS""E MOUNTED PRw. Incrc:.ss ersa. o+m,: ss aaE: as/zA/zoz5 ow.,. s., cH00.0 Br: 00 scut.. 0.01 SHEET - 4 OF 11 (S-4) NTS r'w3.��iw a';U; �,..� USE BY SPECIAL REVIEW - USR23-0047 col ar�irn r1:lm �iaw uarilutti aaiui �l u l PART OF THE SEi /4 OF SECTION 4, AND PART OF NE NE1/4 OF SECTION 9, BOTH IN TOWNSHIP 6 NORTH, RANGE 63 WEST OF THE 6TH P.M., WELD COUNTY, COLORADO TOTAL AREA: 210ACRES _ - - " — O" i..` y -DESIGN = ENGINEERING ,,,,,,,,,,,',L,,, NOTFS: I "'"WA"' PHOTOVOLTAICARGAV - © 1 jl(p'�l l Jl3 �3331�15J,J{��;IiYSSyYSlill��F31 I ¢?11141�f3ii, �ll�.� i ��I�JIC? -A iYFt}t* fi 1 ills}� Iflill I3,vavams ! ,�-a!`,yTHILPfI� �3q;1N;;4)!p� J'y!1 J ?lI 1¢YipJltyll3lil E I'si�,,ry41A1A,Ijr�ll I t oEtj� li9ll{ yjlF .lil 1 ,y,1i!I �,ii ( Il�j,l`I Yi+ME)W+gir, ji! Ji 'P �A 'i�'YtTl 1. THESOE"6ENTI5BEINGCON5ntUCFEDINARURpLPARFOF WEIDNUNIY,A%rIDO.THE51i,ALOCATED ONTHENORTH''' WFST OF WCR 6].THESURROUNDINGIAND75 PNIMRILY BEING USED FORAGPINLNRAI, RANCHING, AND OIL/GAS PURPOSES. 1. THESDEVELOPMENT WILLBE CONSTRUCTEDINMULTiPLEPHA5ES ON LFASE'LAND. 3. FOl1DWINGTHESTART OFTHECONSTRULTION OFEACH PHASE, DISTURBED AREAS WITHINTHE LIMTFS OFCONSTRULTION, SUCH A$ftOADLlR5,ImUr! TRENDIES, WASTEWATER DISPOSAL FIELDS, OUILDINGSnE5, pEVEGETATED WITH NATNEGRA55. 4. OTHERAREAS WHERE EXISTING VEGETATION HAS NDT REGROWN WILLBEPE50EEDED. 5 ONRTHESUHIECTPROPERittISEEALSOTHEVEGETpnONMANGEMENTp7AN),IDEVEGETATNEGROUNOCOVE0.NO%IOUSWEEDSWILLaECONTROLLED 6. FORS T:VA TPNTR EC.R.ENVIRONICANDWiLDLIFE,THERECORDED5010.ENTERIN WILLITECAUEDGDAMAGEA.TREREEDI R.IDICE WILL BLEND WRH THE NATURAL ENVIRONMENT AND WILL PREVENT WILDLIFE FROM ENTERINGTHESTTE CAUSING DAMAGE AND THEpEFORE PROVIDING SECURnYOF THE IMPROVEMEMS 'l. FENCIEt,,L,L REMAINiiF,Tc:SNEEDED-O PRO ug .EINTEN0ED5CpE=,°,FTHERENRDED 'NTE=Tus,. 8. CONipgCTOR 5HALLCONrACT"COLOpADO ONE'(8110R 1-800.931-198JI TO VERIFY LOGiTON50FpIL UNDERGROUND UJILDIESPRIOR TO INSTALLATION OFANY PlANI5ORSGEENING MATERIAL 9. ALLSUR6mU„ MU5TBEMADEWnHPRIOR APPROVAL ]0. pEPAIR, REPLACE, OR PROVIDE 500/SEED 0.S REQUIRED FOR ANT ROADWAY BOULEVARD AREASADJACENi TOTHE 5TJE 0LSTURBED DURING CONSTRUCTION. 11 REPAIRALLDAMAGETO PROPERTYFROM PLANTING OPERATONS ATNOCOSTTOOWNER TURF ma"Ovilj, 2023 . � un..Share -c a x x u N 11Y s o L g a 1724GILPIN STREET, pEN,/ER,CO 80218 56414 SMNALE�s Q 4 ?!l='id4i l11 !!!1! , 3 li 1261 ilsili I7SIoth:).‘_. 1�!illl6Jl 1 sue. / , BRAND` --'SEED ORIOLE SOLAR LLC, STARLING SOLAR LLC 8L PORCUPINE SOLAR LLC 17.0 M WAC 20.9 MWDC SOLAR PROJECT SECTION 4, TOWNSHIP 6 NORTH, RANGE 63 WELD COUNTY, CO 80631 (40.509°, -104.35°) PROPERTY LINES 5 - GREELEY, COLORADO Buffalo Brand LOW &row Mix A mixture of lower maintenance cool season grasses�ikat establish well.in - cooler areas below 80O0 ft elevation. The lower growth habit of the / _ grasses lends itself to infrequent or no mowing.Well-suited for erosion and transition turf areas. control gI ilRl P 331a19:K1 g`) 7 llljl )g)!(llltl i�j6=e3jl+g)e1il J�C€ is i1i l , - • - 30% Cresteddlaeatgrass Ephraim 25% lntermedlateRyegrass,VNS. 20% Sheep Fescue: VtdS 15% Ches., Fescue, YES i�E 1 1 S IPP 11 4. I 10% Forage Bluegrass, � Ginger g I y - 111 illi4iy A l J '}i !s I?Ili . ^,i PHorovotrucAmAv Drill Seeding Rate 20-25165. peracre Broadcast Seeding Rate 30-351bs. per acre Small Areas: 1-21bs: per 1000 sq. R Available in 50 lb., 251b., and 5.1h. hags �. ru P PRELIMINARY oEscRlPnoN aznBlzDPs DATE ..ET.DLF LANDSCAPE PLAN HcR s Pp°J. FNGR: 55 WiL 05/24{30i, 'ON...'R:E 'ON. s I J.l Il3llli Jlll - PROPERtt LNEG _. 04., ru ......r........ ....,:::::.7.,1;:::::::=.'7„:=,,,„a— ..i.....,... .:..... ... ... ... .. .:. ... ..t. .�. '..-....° ,. . `.. � '- Bt. 01 E : BY. GB A/ SHo.N i °SHEET -5 OF 11 `1 ��-5/ / LEGEND t SEEDING PLAN ® mOE AREA Pt'smm6lm9+oAmnmW Iaza AotFsi 85,11 nI SS iidivaRvi�w�l'rt*i#I•HaE%iroutimuriiil��w� nm USE BY SPECIAL REVIEW - USR23-0047 PART OFTHE SE1/4 OF SECTION 4, AND PART OF THE NE1/4 OF SECTION 9, BOTH IN TOWNSHIP 6 NORTH, RANGE 63 WEST OF THE 6TH P.M., WELD COUNTY, COLORADO TOTAL AREA: 210 ACRES %ORIOLE, STARLING & PORCUPINE SOLAR LLC PLEASE CALL (XXX) XXX-XXXX TO CONTACT THE PROJECT OPERATOR PLANT IDENTIFICATION AT SITE ENTRANCE. CONTACT INFO WILL BE REVISED PRIOR TO CONSTRUCTION. GENERAL NOTES: 1. ALL SIGNS SHALL BE SHOWN ON THE MAP AND SHALL ADHERE TO CHAPTER 23, ARTICLE IV, DIVISION 2 AN❑ APPENDICES 23-C, 23-D AND 23-E OF THE WELD COUNTY CODE. ADDITIONAL SIGNAGE WILL BE INCLUDED WITHIN THE SITE AS NEEDED PER NATIONAL ELECTRICAL CODE. WARNING HIGH VOLTAGE - KEEP OUT PHOTOVOLTAIC ARRAY AUTHORIZED PERSONNEL ONLY WARNING LABEL FOR AGRICULTURAL SECURITY FENCE SPACED EVERY 1D0 FEET AROUND PERIMETER OF ARRAY. ORIOLE, STARLING & PORCUPINE SOLAR LLC PHOTOVOLTAIC POWER PLANT SUNSHARE COMMUNITY SOLAR SunShare 1724 GILPIN STREET, DENVER• CO 60218 ORIOLE SOLAR LLC, 1 STARLING SOLAR LLC & PORCUPINE SOLAR LLC 17.0 MWAC 20.9 MWDC SOLAR PROJECT SECTION 4, TOWNSHIP 6 NORTH, RANGE 63 WELD COUNTY, CO 80631 (40.509°, -104.435°) RV. PRELIMINARY OESCRIP,ON 02/1812025 OAT, SIGNS SHEET - 6 OF 11 (S-6) �'"-m 'z, �,.. USE BY SPECIAL REVIEW - USR23-0047 iIgIN4IYRXu191NNJ'" /I7IR74'I�WR�GI'd.. PARTOFINESE1/4 OF SECTION 4, AND PART OF THE NE1/40FSEcipN_R,80THIN - TOWNSHIP 6 NORTH, RANGE 63 WEST OF THE 6TH P.M., WELD COUNTY, COLORADO-- - TOTAL AREA: 210 ACRES -- 'Mt `iF s T A DESIGN , ENGI N'E ER I.NG _ a G°"'t'"e' ' GENERAL 01. NOTES: 3L FILL MATERWLTYPFSSHALL OL IN ACCORDANCE WRH STRUCNRpLFILL TYPES L1STf0IN THE GEOTECH 75. PUBLICUTILTIY LOCATION SEAVKES(COLORADO AIl)CAN BE REACHED BY DIgpNG 8110R fl'Et . 1-80b:922-198]OR 8Y"''''GTHEIRWE85REAT WW gLORA E .ORG. 1. CONSTRURION SHALL BE IN ACCORDANCE WFIH THESESPECIFICATIONS, CDWRADO GENEMLBUIIDING 32. PLACE FILL MATENALIN MAXIMUM UFTS DF4"T06"LOOSE THICKNESS WHEN USING HAND GUIDED CODE, WELD COUNTY ORDINANCE PND THE INIERNATfONAL BUILDING COOS COMPACTING EgUJPMENT. SURVEY CONTROL ICIVILSHEETS ONLY(: 33. PRIORTO PLACING FILL Oft COMPACTINGSCAAFIED SOILIN FOUNDATION AREAS, ALL UNSUITABLE Z. ALL EA0.THWORKANOTESTING SHALLADHEAE TO THEPECOMMENOATIONS OFTHE.GEOTECH REPORT, MATERIALSHALL BE REMOVED FROM THECONSIRUCTIONAREgS THI55HALLINCWOETHE REMOVALOF J6. HORIZONTALCOORDINATE SYSTEM: NAD B3, COLORA00 NORTH,STATEPIANE,50RVEYFEET- PROVIDEOBYIEARAGON CONSUL ANTS, LNG PROTECT N0.23165D36. gLLVEGETA-fIONANDTOPSOIL, DEBRIS, LOOSEAND OISNRBED SOIL, CONTAMINATE0501LAN0OTHER ]]- VERTICAL DATUM: NgD83, FEET. DELETERIOUSMA'ERIALSTHATMAYE%ISTWIIHINTHEAREAOFTHE":1LAED'',%70UCTiON. J8 ANYCOORGNATESSHOWNINCNIL SHEETS ARE GROUND COORMATF5. 3_ EARTHWORK ONTHE5RESHALL BE MERMAN. EVALUATED OYTHEGEOTECNNICALENGINfER IIF 39. IF UNDERGROUND FAOLRIES ARE ENCOUNTERED pURiNG 511E CLEARING, CONTRAROR SHALL RECORD (G-EOR). EOIgTELY NOTIFY GEOR SO THATA50WT10NCAN BECRFATEp TO PROTERAND/OR RELOC4TE(Ef 5PECWLINSPECFIDN5: - �unShare 1I GMATERIALANOOTHERG urnmuw iT 50Lqx 1724 GILPIN STAEEi, ` DENVER, [O80218 a,,rEENICgLCONDRION5IXPO5EDDURING ,,,, PROVEMENTNALFlLL OVEATHEMATENAL]9.SPECWLINSPECFION gNOTFTNGREPORTS FORTHOLLOWINGATA MINIMUM:Till++__ :6:i,H,:CH,ArANHAI;L,EOLN,T_,,,,,-OallYLLA,,,HcaTIATJ,L, IONOF THWRKSHALLINCLUDEO85ERVATION ANDTESDNGOFONSITS BACKFlLL . SffYS01L5HgLLBEREMDVEOOR WETTED ANO COMPACTED IN-P(ACE PRIORTO]9.SPKIAL IKSPECTIONANOTESTINGIRM SHALLSUBM THEFOLLO INGTO THE OWNERANp C-EOR:�Q//4. THEEVALUpT EARR W CONSTRUCTIONATTHE OIRECONOFTHE6-EOR.36HALLBE LEFT INPtACE IN NON-STflUCNRAL ARFASSUCH AS WITHIN THEARpAAREAS.,L1.PERIODIC VERIFICATION TATMTERWSBFIOSHALWWFOUNDA-ONSANOEQUIPMEMDVAI SHALL ONLYTAKE PLACE IN AREASTO BEDLST110.BE0, CONTRACTOR SHALPADS APEADEgUATETOACNIEVETHE DESIGry RING CAPACITY.5.WHEREDEVIATIONS EXISTBfTWEETHE5E5PECIFlCATION5/DESIGNANDTHEGEOTECHREPORT,TH15MINIMREDIURBANCE OF VEGETATION pOETO CONSTRUCTION gCTN1D6. ]9.1.2. PERIODIC VERIFICATON THAT EXCAVgDON50.RE EXTENDED TO PflOPER DEPTH ANO WIDTH ANO OFSGN STErt'A EPRfCEOENCE 30. 1NIDCAT10N50FSOIL DISTURBANCE D0ETO B,}CI ORK, NATIVETOPSOIL WILL BE REMOVED, HAVEREACHEp5URABLE MATERIAL STOCKPILED,AND ERHERREPUICED ORSPREAD ON SITE. ]9.1.3. PERIODICCUl551FICATONANpTETINGOF COMPACTEOFILLMATERIAl5. 6. NOTESANDOETAIt5NOTED AS'T'PICAL,°SHALL BEOSEO WHENEVERAPPUCABLE SPECIFIC DETAILS J9.S.d. CONTINUOUSVERIFIGTION EE THEUSE OF PROPER MATERIALS, pEN51TiF5, AHDUFTTHICKNF55 ANDNOTEST It ECE➢ENCEOV7ltICALIL,LE 5ANDNOTF5. - STFEACCESSROADS: DURING PLACEFAEION OF S BGRACf10NOF COMPA.VIENTRUCTORALFILL ]9.15. PERIODIC INSPECTION OF 5UBGRAOE, PRIORTO PLACEMENT OF COMPACTED FILL,TO VERIFY ]. OgAWINGS,5PECIFI(ATION5,DETAILS, AND NOTES OEPKTED INTHI50ESLGN REPPESFNTTHEFINISNED 39. IN APC/S WHERE ROAD CROSSINGS OCCUR OVER AN IXISTING UTILITY OR FLOWONE, MTV OWNER THAT IXCAVATIONSfiE HAS BEEN PREPARED PROPERLY. PRODUCTAND DONOTINDICATETHEMEANS,METHOOS,PROCEDURES,ORSEDUENCEOF SHALLBE[ONTACTH'An'AVVE': C'OEARTHPAR CONSTILUCTION UNLF555PECIFICALLYNOTED. 40. SURFACECOUflSESHALL HAVEp MINIMUM[OMPACTEp THICKNESSOFIO'DF CROSHED ANGULAR SUBMfITAL5: AGGREGATE 8. CHANGES OR pEVIATI0N5 FROM THE DRAWINGS,SpECIFICATI0N5, pETA1I5, AND NOTES OEPICTEOIN 41 pECLAIMED ASPHALT PAVEMENT(MP)SHALL BE USE➢ASTHETOP 2"OF qNY gOAO, MODIFIED TO B0. CONIItACI'OR SHALLSU6MITCUT SHEEfSANp DETAILS FORTHE FOLLOWING TO THE OWNER ANp C-EOR THIS DESIGN ARE NOTALLOWEO WINiOLR WRITTEN AUTHORI7ATION FROMTHECIVILENGINEEA OF CONTAIN IO%-25%HNES,COMPACTEpANT1GR.,„MEETCpOT5PECIFICATION5F,,,,,5550R F-0RREVIE ,H,FL ITO P(ACEM£NT: RECORD (C-EORf. 6AGGREGATE. 8p.1. PERIMETER FENCE 42. Ovi' f ECOORSET:11C j1rE L8EMEASURED AFIERFULI COMPACTIONAN➢CONSERUCTEO 60:2. FILLAND/ORSTRU:AH.,LLMATERIAJSANOEgUIPMENT PqD IXCAVATION FILLMATERIALS 9. CONTRACfOR15 RESPONSIBLE FOR FAMILIARTLNGTHEMSELVES WITH THE DESIGN DRAWINGS,REPORTS, DIRECTLY ABOVE 12'MOLSNAE CONDIDONED, AND COMPACTED NATIVE501L 80.3. CONCRETEMI%DESIGNG��- ANDSTTE. d3:PRIORTOPLACINGS'RFACECOURSE,GEOTE%iJLEFABRIC,ORCOMPACDN-SfARIREp5GLSINROTE BpA. 5E. M1%pE51GN5 EXCAVATIONS,ALL UNSUITABLE MATERIAL5HALL BEREMOVEO-THISSHALLINCLUDETHE REMOVALOF BOS. SOIL AMENDMENT MIX DESIGN FOR RAIN GARDENS 1D. CONNtALTOR ISSOLELY RESPONSIBLE FOR DAMAGE TO E%(STING FAOLRIES RESULTING DIREL'LYOR ALLVEGETATIONANDTOPSOIL, pEBRl5, LOOSE AND DISTIRBED SOIL, CONTAMINATED 501LANOOTHER INDIRECTLY FROMCONIAACIORS OPERATIONS; REGARDLESS OF WHETHERTHOSE FACILITIES ARE DELETERIOUS MATE0.1gL5THAT MAY IXIST WRHIN THE AREA OFTHEPROPOSED ROgoWAY gLTEflNATNE5: DEPICTEDON THESE PLgN5. CONSTRUCDONPRIORTOPLACINGFILL,SCARIFYIORTILL), WETANOCOM,E NATIVESUBB,,E S. HOWEVER, RISTHE RY DENSItt IMDp)PER ASIM CONTMCTORS RESPONSIBILITYTO DEMONSIRATETHgTALL ALTERNATIVES ARE EgUALIN STRENGTH, MATERIALTO I2"DEPTH MINIMUM BEFOREADOING AGGREGATESURFACECOURSE. BL THE[-EOR WILL CONSIDER ALTERNATNES FOR MATERIALS AND PROCEDURE:=,,,=,,,,,,,,,,,, 11. CONTMCT0R5HALLAOHERETO ALL FEOEpAL,STATE, AND LOCALSAFETY REGUTATION5. 4T, NATNE SUBBASE MATERIALSHALLBE COMPACfE0TO 95%MAXIMUM °"'''''''''""m"'" 069$-1'03%OPTIMUM MOISTURE CONTENT. PERFORMANCE, AND DURA01LTtt TO THE MATERIALS OR PROCEDURES SPECIFIED IN THE DESIGN. 12. CONTRACTORSHpLLENpCT MEASURESTOPROTECTAND SAFEGLSAFET RKERSANDTHEPUBUC d5. AGGREGATESURFACECOUFI .'A"''T'MPACTEOTO95% MDDPER ASTM0155J,0 T02% 82. ff'ArNAPPRO ROEYR,V EAPI:T LBE REgT'A'N, RiORAUSING ANY ALTERNATIVE. FROM INIURY pUflING CONSTRURION. OPTIMUM MOISTURE CONTENT. CONSIOEAATION OF ANV ALTERNATIVESHALL NOT BE DEEMED TO IMPLY ADVANCE ACCEPTANCE BYTHE 46. GEDFA8RIC SHALL CONSIST OF HP2]O OR EOUIVELANT. C-EOR.THEC-EOR RESERVESTHE RIGHTTO RFIECTANYALTERNAINE. 13. CONTRA[TORS,ALLMAINTAINTHEJ0051TEINANORDERLY,CLEANMANNERTHRCI.OGHOLRTHE q]. SITf ACCE55ROA0WAY55HALL0ECONSTRUCTEDATGMDEWRHAVEATCALTO111,NCE OF t/-2°. COURSEOFTHE WORK. q8. POSRIVE pRAINAGESHAII eE MAINTAINEp ACROSS THESgE. MA-TERIALSPEGFICATONS /-Pp00 : ,.P.' 'X o 56414 Y '. ORIOLE SOLAR LLC, STARLING SOLAR (� p (�I 1 LLC CX PORCUPINE SOLAR LLC { MW(� 7.0 MVVAC 20.9 MWDC SOLAR PROJECT SECTION 4,TOWNSHIP6 NORTH, RANGE 63 WELD COUNTY, CO 80631 (40.509°, -104.435°) 49. ON -SITE ROADWAY SLOPES SHALL NOT IXCEED 5%. 14. CONTRACTOR SHALL NOT BLOCK LEGAL ENTRANCES Ofl IXfts. B3. CODOTAGGgEGATE BASE COURSE TEMPORARY IAYOOWNAflFA511F NEEDED): Table ]03-3 15. CONTRACTOR SHALL COMPLY WOHALLOWNER PROVIDED CONTRACTUAL5PECIFICATION5. 50. ACCOR ANCEWIIH SSOTHROUGHS 3SEO, EROSION AND SEOIMENTCONTROL SHALL BE PLACEOIN 16. CONTRACEORSHALL LFAVET'''" r'WCLEANANOFREENT DEBRIS AND TRASH AT'HEENDOF EACHDAY. SL TEMPDPARYIAYOOWNAREASWILLBECLEAREpANOGR060EDONLYIFNECES5pRY_ CLASSIFICATION Sieves FOR AGGREGATE BASE COURSE ...Percent Passing Bquare Mesh Beves M 35 LL tg M 30 1]. CONTMROfl SHALLCOMPLY 'MALLgPPUCAOLECODESAND ORDINANCES. 52 PROOF PO, CO NATIVE 508 BAALTOA OEPIH OF I2"AND RECOMPgCT. 53: PROOF POLL COMPACTED SUB BASE NATIVE MATERIAL OSINGAlOA0E0 TANDEM A%lE T0.UCK 54.COMPACTIONSHA"'"'"EDAOEOUATEWHENPROOFROLLINGCATE51"ORLESSOEELECTION. 18. CONTRACIORISPESPON5IBLEFORPRDTECTINGALLCONSTRUCRONSURVEYINGMONUMEMSAND 55. COVERTEMP00.pRVIAYDOWNAREAWRHd"MIN.pEPTHOFPOADFINiSHROG(,IFNECESSARV. STlU(.:11%YTHEOWNER.ANVDEVWTF, A%NOMdI5TIN ,° E5ASSHOWNONTHEZI:s. SHALL 56. TEMPORARYIAVDOWN AgEgS SHALi„,, EMOVED AND MRIGATED TO PRE-CONSTRn, s,H HHou. BE IMMEDIATELY REPORTEDTO THE OWNER ANO C-EOR SCAAIFYING Oft TILLING. 19. CDNTRACTORSHALLVERIFYALLpIMEN510NSANOMgTEflIALgUANTITIESPRI0RT0CDNSTILUCfION. 57. FINALSPA8ILIZAPONOFIEMPORARYIAYDOWNAREASSHALLBEINACCORDANCEWITH5-1pTHR0UGH9S't06_...�.Z MATERIAL gUANNNEG LGTE0IN THE CIVIL DESIGN AREPPPRO%(MATE �S5 ,,,,,,,...0 GRUBBING: B.,, (6� 100 m(4) iT5.rn.;�3P, BOmm l2'l+') 375 ml I 5r^=:L�C�. !`- 19 (3I4) g Class 10p }yy ., " __ ,_, lP D1 8 �r�r -' 5p-90 @ G 6C o�,-_�Y,',., - m„•-,Fi�S 1 �� s 100 CI fL':.,„ '!R 211. CONTIIACTORSHALLCOMACTANpDARKDPATROLEUMCORPORATON,PRIORTOPIACINGROAOWAV R2,,, OflKW--- FEETOF AN AREA DICTATED AS AN EASEMENT CIJRAIpOR, IXISTING UTIUtt 58. SRE-WIDE 5TORMWgTER MpNAGEMENTI5 BASED ONTHE PRESERVATON OF IXISDNG VEGETATION ,,,,,,12,,,=----- pRFLOWLLNE. ROOTSTRUCNRE5. WHERE AS$ 5CA RY FOR 21. ANAOARKO PATROLEUM CORPOPATON(APC SHALLBE CONTACT£03:BUSINES5OAY50EFORE 59.GRUB0INGSHALLONLYOEPERFORMEOINAREA50F ROAD INSTALIATIO 1%1% ELECTRICAL EgUIPMENTINSTALLATION. GRUBBINGSHALL NOTBEPERFORMEDONAMAS$SCALE 2.36mm(48) _ 3P65, ytT J 1 ;11p�50 „rT�7 0.0 5- 2555 .S,'12y y " 20.85 SJ,Sj,. NN.Sym'Ft001,,„:„,,,,-,,n--ry�12-S3 N. CIas3 t ball b kor prl t al CDMMEgEAT'STOFEARTHWORKIN'HE5TATEDAREAS.AREPRESEMATNE OFAPCWILLASSESS ACWALDEPTHS ArvOLO,ii9H7 ci UTILLT i-VOHANGEINOEPTHOFTHEE%ISTINGUHUtt WILLBE q�055THE51Tf. ASSESSED ATTNATTIME. 60. T ISTHEINTENTION OF THE pE51GN THATTHE MAIORItt OFTHESRE BE MOWED OR CLEARED INA SEEDING' MANNERTHAT PRESERVES THE ROOT STROCTUPE OF IXISTING VEGETATION. 61 CLEARING SHALL BE DEFINED AS THE REMWALOF PLANTS -ATOP ABOVETHEGROUNDSURFACE g,% 'SEEDING WILL BE OONEPOSTCONSTRUCTION ANO ENCOMPASS GAA55UNEDSWALFS, RAINGARDEN5, 22. REOVESTSFORINFORMATION(RFIs)FOR CIARrA7.r.,Tg:EINTENT OFTHEpF51GN5HALL8E :F AA!!FNGSHALLBEDEHNEp A5THEREMWALOFROOT5 BENFATHTHEGROUNp SUflFACE. SUBMITTED TOTHE C-EOR. RFlS SHALL INCW DE A pETAILEO W RRTEN STATEMENTTHpTINDICATE5THE ANT= ARAAYAREA, AS WELLASTO THEFL, LL LIMB OF DI5TURBgNCf WHEREAPPOCAOLE. 5PEOFIC DRAWINGS OR SPECIFIC4TION5IN NEED DF CLARIHCATION PND THE NpNREOF THE TEMFOIIAAVSOILSTOCKPIUNG: - SEEDING MTES ANOPIANTING IVEQUIREMEM5 ARE S]. - PRELIMINARY IN4UOEOONSHEET CLARIFICATIONREOUIR 07:FEIGEORSHALL RESPOND INWRIE. DESIGN NECESSARY. RESPONSES TO RFIs00NOT CON5TITUTEAPPROVEO DESIGN CHANGES. 63. IXCAVATEO TOPSOILSHALL BE KEPTSEPARATE FROM OTHERS70CKPILEO MATERIAL FOR REUSEIN 23. IF CULNRAL RESOURCES ARE LOCglE000RIN6 LONSTRULTON (ARCHEOLOGICAL FlNDINGS 64. IXCAVATEDSON HALLONLY B£5TOIX'S'Tt N TEMPORARY LA'°WN ARFA5. ' UNEARTHEDL WORK SHALLS(OPiN THATAREA AND TEHCONTRACIORSHALL IMMEDIATELY NOTIFY 65. IXCAVATEO5OILp 6HALL BE pEDSRD ON-51TF. =TEN PROJ ECTMANAGEMENT. 66. REUSEOFEXCAVATE0501LONSITE L.L:EEPLACE SUCHTHATSREHY1eFE YISNOTALTERED. IXCAVATED SOIL REUSE LOCATIONS SHALLBE PROVIDED TOTHE f-EOR FOR APPROVAL 24. OWNERSLONE=VAEGETATIONMANAGEMENTIfTRRE55HEEPGRAZING,WRHMECHAIrL 68. 7.00rvAND5EOIMENTCgNTROLS FOR TEMPOMRY 5TOCKPI1F55HALL BEINACCORDANCEWRH 5-30 L. SUPPORT PS NEEDED. AS SUCH ANY SEEDMIXALTERrvATNE5H0U1D 8E GPAZING COMPATIBLE. THflOUGH SI5. 25. POSTCDRLSTRUCTION,COMRACTORSHOULDSUBMRACIVIL MAINTENANCE PLAN, DEFINING ALL GPApING: NECESSARY [NIL MAINTENANCE NEEDSAND ONGOING VEGETATION ESTABLISHMENT'NEEDSTO SUCCESSFULLYSFABILRESOILSLONGTERMANO PBiERV - C,TZ-ALL 64. MASS GPA01,,,,,,SSTHE 51TE5HALLNOT BEPERFORMED. ]D. MINOR AMOUNTS OFGMDING MAY BE REgUIREOTO MAINTAIN PIER HEIGHTTOIERANCE5 ANO ARF i EARTHWORK: INDICATED ON S-9 THROUGH SI5. ]1 GRADING °,2,7,OTBEPE ,,,t;Eo,,,,,WSIONZONES. 26. COMPACTION STANDARD FOR NATNE, SCARIFIEO,ANO AE -COMPACTED 500GMDE55HALL BE 95%8Y 72 ADDITIONAL GRADING AgEA5 THAT ARE NOT DEPICTEp ON S9 THROUGH SLS ....A.m.,. HALLBEEVALUATfp I ASTM Db98. ON AGASE BY CASE BASIS AS NEEDED, 27. COMPACTON STANDARD FORSTAUCNML FlLL BENEATHFOUNOAPON5, SLABS ON GRADE, ANO SIfE ACCFS5ROADSSHIIAZ%MOP BYASTMD1S52IMOOIFIEDPAOTi DRYDEN5 GRASS SWALE5ANp MINGARDEN5: REV. N0 DESCRIFTWN 02/19.02E DATE sHEEI' IALG CIVIL NOTES uGe.: sG. ( PAW. ENOR: SS MTc 06/2a/2as3 uAAwx BY: SJ cNECRm eT: GB scut. ns sxowrr pw.wlNG xa. SHEET - 7 OF 11 (S-7) . 28. MOISTURE CONTENT: E'THE IVE50115(CLAYS 1557 OMPACTE OCTO OBOE 5.)OPTIMUM MOISTURE CONTEM 0.S pETERMiNFD BY ASTM0155](MOOIFIEDPROCIOR ORV OENSNY)ATTHETME ]3. GRAS55WALF5 ANO RAINGARDENSSHALL BE INSTALLED ATTHE ENO OF ARRAY CDNSTRUCHON TO OF PIACEMENTAND COMPACTION. MINIMTZECOMPACTON AND SEOIMEMATION. 29 MOLSTURECONTENi OFCOHESIONLFSS SOIL515AND)T08E COMPACTED SHALL BE-3%TO F2% OPTIMUM MOISNPE CONTENT AS DETERM1NE08YASTM D1557 (MOGFlED PROCTOR DRY pEN5TiYl UTOtt LOCATE: -S4�r. ATTHETIMEOFPUCEMENTAND COMPACTON. ''ff 30. PIA�FlLLMATEfl AL IN MAXIMUM LIFTS OF 9"WOSETHICKNF55 WHEN USING SELFPROPELLED HFAW J4. PRIDRTO CONSTRUCTON CONTMCLORSHALL CONTACT UTILITY LOG4TION SERVICES TO LOCATE ALL --.mt."...„y TAMPACTORS. PUBUCAND PRNATEIITIIRIE5. _ 'liir�srir «% lgigiil kiiro ksoi USE BY SPECIAL REVIEW - USR23-004,7 PART OF THE SE1/4 OF SECTION 4, AND PART OF THE NE1/4 OF SECTION 9, BOTH IN W TOWNSHIP 6 NORTH, RANGE 63 WEST OF THE 6TH P.M., ELD COUNTY, COLORADO TOTAL AREA: 210 ACRES -� _ __- "`• `"'-- �4 t ll, ' �' .7 ", DESIGN s ENGINEERING :.........,.p o.., 3P FROM ,��D�Y, - GENERAL NOTES -. 62'FNOM eOUNDAflY 1, FLOW DIRECpON .. SILTFENCE - Y' ' �..' i' 54'FflOM I. `IllllilllllllllllllI _ --1 BDUNDARV ! 3 i T � f II7 T'1_ .�::::., - E Iil 1 1 A) zi � �I 5 a 3 s 11 I I y;, � �! III llllllilll LL .. ., 152'FflOM SECRONUNE --,--..ow (. ,• _ _ o I, IXISTNG II _ CONTOUR„„ � ,x,,,,,--RESTROOM FACIUTI' ,.e'', ROLLING DUMMER W 1. OVEMLLPROJECTSITE AREA=82,29 ACREG 2, pISTURBEO AREA=0.84 gCRES 3. DIGTURBED AREAS INCLUDE: GRADING, IXCAVATWN,PILE, flOADWORI( AND EONPMEM PADB. 4. SRE PREPARATION INCLUDES CLE4RING/GRUBBING, MINOR GRADING, COMPACTION, MOWING OF VEGETATION, AND PESTABIU]ATIDN OF DISTURBED AREAS. 5. TOPSOILSHALL NOT BE REMOVED FROM THE PROJECT STIE OR SOLO UNlE55 REMOVALOFIXCESBSOIL IS APPROVED BY THE AHJ. 8. IXCESS TOPSOILSHALLBEBPREAD ONSRE SO AS TO PROVIDE SIX INCHES OFCOVEfl ORIGINALLY IXISTING ON THE GRE ORAMtNIMUM OF FOUR INCHES OFCOVER IFTHE OflIGINALCOVER WAS IESS. ' IFREMOVALOFE%CE IA';O ELA11'1N' R1: BE COIXiDINATED AND MEETGESC REOUIPEMENTS. 8. PflOJECTSTTESWILLBE5iABIL®BYSEEDINGAND/OR SODDING:. 9. ADDRIONS14"''T'" S4 41NEED TO BE flQ40Vm PRIOR TO CONSTR-T-AFi..gS.THAT ARE NOTQEAflEO/GRUBBm --" MOWED TO AMINIMUM OFTHflEE INCHES. 1°.% 0. CONOtACTOR RESPONSIBLE FOfl PflESERVADON OFEXISIING VEGETATION, NOTCIEARED/GRUBBED ORMOWED,TOTHEEXTENT PRACTICABLE 11. VEGETATION REMOVgLSHALL ONLY OCCUR WffNIN THE PROJECT BOUNDARY. 12 CONpiACTORTO REMOVE ONLY VEGETATION WHICH SHALLBE OESIGNATEDBVTHEt3WNERSREPRESENTATIVE FORAEMOVALANO SHALLFI:ERCISE CAREAROUND IXISTING VEGETATION TDBESAVEO. CONS RUCDON FENCING MAY BE INSTALLED OPRO EC AREAS COAT ARE NOT TO BE 06NRBEO. 13. BURNING OF DEBRIS SHALLNOT OCCUR WffHOUTAPPROPRIATE PERMRSANo/ORAHJnN00WNERAPPR9VgL T.,, , ° ":` Sur�shP,',.,e y' G O M M . MIT Y N I724 GILPIN STREET, ` DENVER, CO80218 -.. 56114 ' % �„ �, • ON _E � f ORIOLE SOLAR LLC, STARLING SOLAR LLC & PORCUPINE SOLAR LLC 17.0 MWAC 20.9 MWDC SOLAR PROJECT SECTION 4, TOWNSHIP 6 NORTH, RANGE 63 LD TY, CO 631 WE(40509°N-104..5°) - k ` d - � � YI ' IIIIIIIIIillil" P - \ _ I w T .. SECTIONONE .' � �� W'.4fi 14. FINAL ST,, BHALL RE ACHIEVRDWHENAUNIFORM VEGETADVECOVEAWITHArvINOMDUALPIANTDENSRYOFATLEAST Y0%OF PRE DISTURBANCE LEVELS, OR EOUNALENi PFAMANENT PHYSICAL EROSION REDUCRONMETHOOS HAVE BEEN EMPLOY�IN ALLAREAB DF DISTURBED GROUND, 15. THFSE OTiAWINGSMENOTTO BE USED FOR SURVEY OR SITE GEOLDOATION. 38 FROM j --- -.---- .��• 4J:6atl7 �I'1 _'.. `�� BOUNDARY CONCRETEWPS OUT - - mom»•,,,,,A .� ,- ,, J.I. 36FROM BOUNDARY , . ' C) OVERALLCMLSffE PLAN _ __ . I : - _ � _ 1 ", BOUNDARY ` r�; 5d FROM _ IIIII'I \ . RESI :4 $ETBADN III \ nc DEMIAL �RowNGDUMPsrER'U. PORATABLE RESTRDOM "�,� FACILITY EX5DNG CONTOUR,R.) �• t bebW. P DECRIPRON 02,RGORO DATE G., DD OVERALL CIVIL SITE PLAN ..,. u... ss ....: TE: o/.... Dwwx er: s.l cn cxm er: ae wu: As sxowN OMMNG N0. SHEET — 8 OF 11 (S_8) SA 1'=250' __ C31IIrmeF:wey 1IhY�IR9Y3117:,4- LFI171 r IRku.. 1111 Ili1ii�a I�III II ICI 11111 III ll1 I -T illll_II_l OKEY PLAN -STARLING 38 P=250 (NI �� BReS13 Reeaaess88 M) INVERTEfi RACK OETAILEO CIVIL S. PLAN USE BY SPECIAL REVIEW - USR23-0047 PART OF THE SEt/4 OF SECTION 4, AND PART OFTHE NE1 /4 OF SECTION 9, BOTH fN TOWNSHIP 6 NORTH, RANGE 63 WEST OF THE fiTH P.M.. WELD Gg, T , COLORADO TOTAL AREA: 210 ACRES i KEY PLAN -ORIOLE 'tl ll G =200' N � canr�w.u, S § D A DE51'-GN Au EN GIN EEftING <' SunShare -E RXM UXITY kR ORIOLE SOLAR LLC, STARLING SOLAR LLC & PORCUPINE SOLAR LLC 17.0 MWAC 20.9 MWDC SOLAR PROJECT SECTION 4, TOWNSHIP 6 NORTH, RANGE 83 WELD COUNTY, CO 80631 (40.509°, -104.435°) PRELIMINARY 0€5.. TION eJJi 912025 SHEE THE DETAILED CIVIL SITE PLAN PRw. wort. sv Ra. mcr:: ss re asYz.�xon wwx er: v RFn ar:: seNe re swowN 'SHEET SHEET - 9 OF 11 (S-9) iiux�lti�nil�tr��cia�sKvd uutiwawh�u�l�not USE BY SPECIAL REVIEW - USR23-0047 PART OF THE SE1 /4 OF SECTION 4, AND PART OF THE NE1/4 OF SECTION 9, BOTH IN TOWNSHIP 6 NORTH, RANGE 63 WEST OF THE 6TH P.M., WELD COUNTY, COLORADO TOTAL AREA: 210 ACRES EROSION AND SEDIMENT CONTROL NOTES: ALL ER45ION AND SEDIMENT CONTROL WC 1. COLORADO DEPARTMENT OF HEALTH COR 4000D0 2. WELD COUNTY GENERAL ORDINANCE 4. URBANSTORM DRAINAGE.'"FIAMANUAL(USDCMVOLUME3IATFSTEDRTON),PUBus"'BYTHE MILEHIGH FLOOD DISTRICT. 5. A,LI MI SHALLCOMPLY WITH THECONDRIONSOFTHEPERMITSOBTAINEDFORTHEPRNEC'TAND ALL FEDERA4 STATE. ANO LOCAL REGUUIPON5. 6. FOLLOWING INRIAL SOIL OISNRBANCE OR RE-OISTLIRBANCE, PENMANENTORTEMPORARY STABIIJZATION MUST BE COMPLETED INACCORDANCE WITHTHE SWMP. T. ALLSTABIUZED AREAS SMALL BE INSPECTED BY A CERTIFIED SWMP INSPECTOR SL ROUGH GRADE ROAD(5)ANOIAYDOWN/MATERIAL STOPAGE gREA IMPORTING MATERIAL A9 NECESSARY FROM ON-SREOR OFF-SrtE SOURCE vER PPOPOSN GRADES PROVIDED TO CREATE OR MAINTAIN POSRIVE OMINAGE. 32.1. STABILI2EDCONSTRVCTION ROADS/AZN'S SIDENRI'OrP. IT I5THE INTENTOFTHE DESIGNTHAT STABILIZED CONSTRUCl10N ROADS ARE INSTALLED PRIOR TO GRADING. ARRAY CONSiRUCitON, AND E0.UIPMENi PAD CONSTRURION. 13. CONSTRUCT THE SOLAR PLANT. 14. PERFORM TEMPORARY STABIVZATION SEEDING OF DISNRBED AREAS IF REQUIRED. 35. CONSTRUCT PERMANENT BMPY 16. STARIAT REMAINING DISTURBEOAREA5 WRH PERMANENT VEGETUI IDNORSITESPECET VEGETATION A5 NOTED INCLUDING TOP SOILING, FERTILIZING, ANO MULCHING, IF PE4UIRED. 1]. REMOVE CONSTRUCTION ENTPANCE,COMPLETE FINAL GRADE AND RESTORATION OF GRAVEL ENTRANCE. 18. STARILRATION OFALL AREAS OISN0.BFD BY REMOVALOF RMP'S WILL BE PERFORMED PRIOR TO FlNAL INSPECTION. L9. ALL MAINTENANCE OFTHE FINALSRE ANO PEILMANEM BMPYSHALL BE CONTROLLED BY SDF OWNER. 20.I N U0ER CEOFCONSTRUCTIONANDBMPINETALIATIDNGMDDIFlEDB1 [OT:CTORTHE CDNTHACTOfl SHALL SUBMRTOTHE ENGINEERTHESE CORRECTIONS TO UPOATE'IHE GflkDING, EROSIONANDSEDIMENTCONTROLPLAN. THIr DESIGNER SHALLUPDATFTHESWMP:THESE CHANGES SHALL BE APPRWEO BYTNE AW PRIORTO IMPLFTMENTATION. 31 THEDESIGNATED SWMPINSPECTORSAALaC TLSt DISCHARGEPOINTS,DLSTURBEDAREA5, MATERULLSTORAGE ARFA5, STflUCNRAI CONTROLS AND CONSTRUCRDN ENipANCE5/fX1151N ACCORDANCEWRHTHEAPPROVEDSWMP.ALLO 7E/tTONSANOINCIOENT5OF NON-COMPLMNCE, CORRECTVE ACTIONS, AND MAINTENANCE SHALL BE RECORDED INTHESWMP INSPECTION REPORT. 22 INSPECTIONS OF 8MP'S SHALL eE T3?= EDANOSIGNN BYTHE CERTIFIED SWMP INSPECTOR AND PROVIDED TO PROTECT MANAGEMENT AND CONTRACTOR 23. IF BMP INSPECTION REPORTS DO NOT IDENTIFY INO0ENCES OF ErF=YPUgNCE. THE BMP INSPECTION REPORTSHALL CONTAIN A CERTIFICATION THATTHE FAOlf1Y IS IN COMPLIANCE WRH THE CGPANOTHESWMP. 24. IF REQUIRED, MAINTENANCE OFBMP'S SHALL BETCONDUCTED BY ATE '" SW MP INSTALLER AND SHALLOCCUR WITHIN 24 HOD0.6 OFTHE INSPECTION. 25. BMP'S DETAILED IN THE EROSION AND SEDIMENTfONTROL PLAN ARE ONLY AN ESTIMATE LEI"; NEEDSTD BE IMPLEMENTED PRORTO AND DURING CONSTRUCTION. IF BMP INSPECFlONS IDENNFY AREAS OFTHE PPOlECT51TE WHERE PPOPERLY INSTALLED BMP'S ARE NOT CONTROLUNGFLOW OF SEDIMENT OFFSRE. RI STHECONT0.ACTORSDBLIGATIONTO IMPLEMENT COSTEFFECTWE/PRA; L BMP'5 WHILE GRADING AND CONSTRUCTION ACRVITIES ARE OCCURRING. 26. EROSIONAND7rEINTCONT0.0LDRAWINGS ARESU8IELTTOADDTITONAL, NEW AND ALTEANATNE BMP'S WHEN REQUESTED ORAPPROVEO BYTHE ENGINEER, CERTIFIED SWMP INSPECTOR, OR AHI. 2]. RISTHE RESPONSIBILITY OFTHE CERTIFED SWMPINSPECTOR iO IDEMIFY ALL WGDENTS OF NON{OMPLIANCE, CORRECTIVE ACTIONS,AND MAINTENANCEAND ENSURETHAT PROTECT MANAGEMENT IS ALERTED TD ALL LRSUE5. 29. 5EDIMENTTRACKED OFFSITE FROM CONSTRUC I"TRAFFIC5HALL BE REMOVED FROM PAVED SURFACES WTHIN 24 HOURS OF DISCOVERY. PERIMETER CONTROL BMPT 36. PERIMETER CONTROL BANN SHALL RECONSTRUCTED BEFORE UP -SLOPE GROUND COVER E REMOVED. 32 ALL PERIMETER CONTROL BMPS SHALL BE PLACED AS ttOSETO THE CONTOUR A5 POS518IE 50 THAT WATER WILLNOT CONCENFRATEAT LOW POINTS ANO SOTHATSMALLSWALFS OR OEPRESSIONSTHAT MAY CA0.0.Y SMALLCONCENTRATED FLOWSTO THE PERIMETER CONTROL BMP ARE DlSTIPATEDALONG ITS IFNGNi. 33. END50FPE0.1METERCONTpOLBMPs5HALL 8EBROUGHTUP-SNPESUGHTLYSOTHAT WATERPONOING WILLBE PREVENTED FROM FLOWING AROUNDTHE B.MPs. 35. SLLTFENCE SHALLBETREN[HED IN.THETRENCH SHALL BE MADE WRH ATRENCHER, CABLE LAYING MACHINE, SLICING MACHINE, OR OTHER SURABLEDEVICETHAT WILLENSUREAN ADEQUATELY UNIFORM TRENCH DEPTH. 36. WHERE25ECTIONg.TtFABRIC7,:frtLTFENCEARECOMBINEDINTOONERUN,THEENDPOST5 SHALL BECONNECRDTOGETHER, NDTSIMPLY OVERLAPPED. 32. SILT FENCESHALLALLOW RUNOFFTO PASS ONLY A6 DIFNSE FLOW TH0.0UGH THE GEOTE%RIE IN RUNOFF FiDW, ONEOF THEFOLLOWING SHALL BE PERFORMED, ASAPPROPRIATE 32.1. AN AOORIONAL RUN OF SILT FENCE SHALL BE PLACED UPSTREAM 32.2. THE LAYOUT OFTHE SILT FENLESHALL BECHANGED 32.3. ACCLMUTATEDSEOIMENT SHALL BE REMOVED 32.4. OTHER PRACRCFS SHALL BE IMPLEMENTED. 35. SILT FENCE FABRIC SHALL MEET,. FOLLOWING SPECIFICATIONS: 35,1. MINIMUM TENSILE STENGTH=120 L65IASTM D46321 35.2. MAKIMUM ELONGATION AT 60L05.=15%IASTM 046321 353. MINIMUM PUNCNRE STRENGTH=50 LBS. (ASTM 04833) 35.4. MINIMUM TEAR STN 353. APPARENT OPENING 36.6. MINIMUM PERMTTTI 35,J, WATE0.fLOW RA 35.B. LIVE%POSURE STI NGTH =40 LBS. (AST" D4E331 'SIZE <= O.B4MM (g5TM D 4]51) TTY= ix10.25EG-1 IASTM 04491E l5 GAL/MIN/SQ FT. TH RETENTION=J09:IASiM G43551 36. ALL PERIMETEFCB?:1 OLBMPS SHALL'CIENT VNFOLLI)Itr FINAL STABILWTIDN OFTHESRE AND SUBMISSION OF NORCE OF TERMINATION TO CDLORADOOPHE. 3]. PERMANENTSTORMWATE0.CONTROLOMPS INCLUDE GRASS UNED SWALES AND RAINGARDEN5. 38. PERMANENLSTORMWATERCONTPOLBMP LOCATIONS AND CONSTRUCTION flE4U1REMENT5 AND DETAlL5ARE INCW DED ONG$D SHEETS (G&D-200, G&D201, G&D-202, GNO-Z03,AND G&D-3W). SEEDING: 39- ===========. 40. SEEDING SHOUIDBEPERFORMEDWRHANO-TILLSEEDDRILLOREOUIV%";`, NTHEARRAYAREA 4L IN ARFASTHAT CANNOTBESEEDED WRH A GRILL, HM10SP0.FADING OR HYOflO5EEDING MAYBE PERFORMED. 42. GRASS UNEDSWAL6 SHOVN BE ROTORLLED, SENED BY HAND, AND COVERED WffHAMULCH UMIL SEED HAS GERMINATED AND SPROUTED. ARRAY AREA SEED MOO 43. ALLDGTURRNAPEASANDA NT'ESCEIVING EXCESS SOILARETO BESEEDEDPERSECTION EC-2-TEMPORARYAND PERMANEM9EEDING (R/P51 AND FOLLOW THE WEN COUNiY GUIDANCE FOR RESEEDING PER THE WELOLOUNTY M54 POLLUTION PREVENTION PLAN MANUALSEESHFFTS-J FOR SEED MI%. 44. SEEDING WILL BE.DONE POSTCONSTRUCPON AND ENCOMPASS THE£NRRETYOFTHE FENCED AREA, ANDANYWHERESOILGOGTU EOINCLUDING 10'BEYONDPERIMETEREFR: 45. SEEDING SHOUN BE PERFORMED WRH AHVOROMULCHER OR EDUIVALFM INTHEARPAY AREA I,:JGbtluNymaj. .. S is s •'q lY 4. 5.).�A �pE3 iGN ENGINEERING D''k SunShare �r0 comxUN1TT f 1724 GILPIN STREET, DENVER, CO 80218 ORIOLE SOLAR LLC, STARLING SOLAR LLC & PORCUPINE SOLAR LLC 17.0 MWAC 20.9 MWDC SOLAR PROJECT SECTION 4, TOWNSHIP 6 NORTH, RANGE 63 WELD COUNTY, CO 80631 (40.507, -104.435°) PRELIMINARY DESCRIPTION EMPIWBOOS OATS SHEET TRtE EROSION AND SEDIMENT CONTROL NOTES NUWINB NR: SHEET - 10 OF 11 (S-10) 0 hn I v F s z 0 A z a F 6 E 0 o _ xa = A o o STARLING SOLAR LLC & ORIOLE SOLAR LLC 3 3 .. !% ...� • �p .,, yn, �A 17.0 MWAC, 20.9 MWDC %tl" n ° moo �. K n m 2'6 Pi o SOLAR PROJECT ° SECTION 4, TOWNSHIP 6 NORTH, RANGE 63 �' w >` % ` I gee' �m -� IC?�z= Io# m� abma asm =.. (n -� ___ WELD COUNTY, CO80631 (40.509°,-104°3856 �3 '" 3" Hello