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Home My WebLink About20240925.tiffP. R KIN'. U'SR11205 �-01 s "' i If&,GAS SUPPOR WELD COUNTY, CO t1121 :_AL EE . FA C. .083 CORK PROPANE LOAD:OUT U T FAC ILL I .Y • 1 USR`i - 00 52 NO N-1041 MAJOR FACILITY 34 0 IF V 'Weld 0 u PAPE?£IZE: ARCH w 01 M 0 C., M ti vi Lu L1 0 0 a ORIOLE SOLAR LLC, STARLING SOLAR SECTION LLC (PHASE 1) & TBD 4, TOWNSHIP 6 NORTH, RANGE COUNTY OF WELD, STATE 82.23 ACRES PROJECT NUMBER: SOLAR LLC (PHASE 63 WEST OF THE 6TH P.M. OF COLORADO USR)0O0(-)000( 2) USE BY SPECIAL REVIEW DESIGN 1.100 kwllutL lo/holey, ENGINEERING A.eevs, (Wank, $tlle 94 7 3 09 I IM II I I APN: 079905100015 I I • APN 07090 100008 II II 1 APN ADJACENT ZDNNIIV3 SUBDIVISION USES I I APN; 0?9904200001 �� II II iJ / 793[520][13 AGRICJLTJRAL l •)7Su COMMUNITY 1724 GILPIN DENVER, n STREET, CO Share SOLAR 80218 /,PV: 0790311]021 794[5' OJC15 AGRICJLTJRAL �., - - �/ �93C5' 012' AGRICJLTJRAL APN: 079905100021 APN; 379906100022 4 1 f 93[5' 0122 P.GP.IGJLTJRAL I APN. 37990410][09 I / 793[120][01 AGRICJLTJRAL A'N:0799052U1013 1 �f I APR. 0?031C0018 APN: 07S903300020 9304' OJC08 RESDENTI/1_ • 793[1' 0109 AGRICJLTJRAL 793[320][2' - RESIDENTIA_ � • ' 793[3' 01 18 AGRICJLTJRAL PHASE - �93[530JC10 AGRICJLTJRAL AFN: J/9905300010 SUBJECT PARCEL f i P.PN: ON9034UUJ 1 '93[9' 0112 P,GRICJLTJPAL —1 V APN: C1799U44000JE _7'7I % / /793[840][13 AGRICJLTJRAL y �� ' 79af44nlfflf AGRIC:11 T.1RAI 00 IICc �,, % `oo ...y 4€.1 3 c ; a 584 4 *- i, 'o ✓ <r �4,�sS;onat El��'- exv.10.31O02: AN ......' `- --' J.l i : / /� APN; C79909 DC001 793[9' 07[10 AGRICJLTJRRL ./�I ry sa.An morn- 793[330][20 AGRIC. ILT IRA.L �? LU(A I ION - 82 a:3 AWES �,� PHASF -? I f AFN; 070`010'00016 7 (3E3' 038 8C FEET) �- �/ , 1 / 93[340]52 AGRICJLTJRAL9. - - z- 1 793[9' 0][0' A.r_,RIC ILT IRfiL I 40,7/ I 793[9' 0102 AGRICJLTJRAL ION: 079908'00012 0 / SUBJECT f AnCCL f / i/ : ! APN: O79910200016 / III APN. 07 991O203[ 1 ? I 793[940108 793 102 01 1 5 A.GRIC ILT JRAL AGRICJLTJRAL ORIOLE STARLING` SOLAR SECTION WELD •` NORTH, (40.509°, 17.0 20.9 COUNTY, SOLAR LLC 4, Q, u SOLAR MVVAC MWDC PROJECT TOWNSHIP RANGE CO -104.435°) 63 80631 LLC 6 ' ANN 1 /99f.U" 03010 / : _I APN 0799101 0cO2 793102-07[16 7931020117 AGRICJLTJRAL• RESIDEIVTIA_ e- A'N: 079909 I f_000? — AFN: 0739102:10018 / / II � 7991020][18 AGRICJLTJRAL i 1� / • 7931030119 AGRICJLTJRAL — - , � I � 79310' 0112 AGRICJLTJRAL AFN: J/J9084000131-, 1 `\l•I II • I /— APN: 07990940008 - AFN: 0,'9910300019 tl ;' 2 ' PARCEL PAP « I I ,, S-2 .1 NTS N 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 EXCEPTION WAS GRANTED. 2. APPROVAL OF SITE CONSTRUCTION PLANS BY THE WELD COUNTY SHALL BE REQUIRED (AS APPLICABLE) PRIOR TO ISSUANCE OF BUILDING PERMITS. 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 ISSUANCE OF A BUILDING PERMIT. 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. 5. ALL EXISTING AND PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 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 CITYS SUBDIVISION REGULATIONS (CHAPTER 3). 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 PLANS. 0 PPE_IMINARY 09/04/23 REV. IC DESCRIPTION DATE , SHELI IIILE: PARCEL MAP PROJ. MGR.: SS PROJ. EACR.: SS DATE: OSJ?4/20?3 DRAWN BY; S. CHECKED BY: GB SCALE: AS SHOWN DRAWING SHEET VC. -2 OF 16 (S-2) 2 0 P, 0 PAPE?£IZE: ARCH W 01 BY; GAUTAM BANI ORIOLE SOLAR LLC, STARLING SOLAR LLC (PHASE 1) & TBD SOLAR LLC (PHASE 2) USE BY SPECIAL REVIEW SECTION 4, TOWNSHIP 6 NORTH, RANGE 63 WEST OF THE 6TH P.M. COUNTY OF WELD, STATE OF COLORADO 82.23 ACRES PROJECT NUMBER: USR)000(-)000( DESIGN 1400 6wwohy, ENGINEERING %GIN . Aware, (Wank, Ste 94709 3 I ; FFitSYSTEM DESCRIPTION -ORIOLE SITE DATA I I I 1 I TMITAI MVNTII' Rng DESCRIPTION 1 I 1 TOTAL r1WAC 700 ZONING P.GRICULTLR.AL II • t DC RATIO 1.1° PRIMARY LAND USE P.GRICULTLRAL Si, T.1, I Li7Pl i 9,4 -AC 1 i I. -'"s` 37 GAS INE MODULE NANLIFACTURER CANADIAN SOLAR ACCESSORY LAND USE OIL AND '6ASPRODUCTION !' • SunShare )7( COMMUNITY 1724 (' ILPIN DENVER, STREET, CO SOLAR 80218 . -� Ai .,.N. NI ,_ I� 4/ly �, J -1 MODULEIVODEL CS7N-E95T6-AG SITEAREA REQUIRED PROVIDED - "'lilt ' Q Al.. {I Il f I y • _____-- MODULEWATT 635 BUILDING COVEF.A3E N/A NM FOJND QS 1. Is WTHR4a ?.R" AI MINIM f.P.f! I F 9F4AI / I I �`I r I ,r____ ----- MODULE COUNT 11,560 DRIVE, PARKING, AND n/A NM v Oo•ae'n" = t �5' \,,,!-5 I - MAX MUM DC VOLTAGE 1,500 WALKS DD IJDT ACCFPI ��p� __76 I I, •� .�'�Mllt'll II FG PFR STP.lNR 17 UFLN SPACE 1l}�o IJ/q 1t 1±I -�__. -. CHINTPOVJER PARKING REQUIRED PROVIDED I , / INVCRTCRMANUFACTURCR SYSTEMS STAN CARD SPACES N/A N/A I INVERTER M CPS SCABCK L A • JDEL CUNPAC I SPACES N/A N/A V,V IN/tHIbHCUUNI 116 any • IIIilill I Ir-----„, 3U FAODULENOUNTING SINGLE AXIS TRACKER AGASPACES n/A N/4 ik 1: I .� C:10UNTINC LOADING SPACES N/A N/4 I 36- I HIf;H COIVFISURATIOIA BICYCLE n/A NM LJ1.` b�A h. • I PROJECT ACRES 31.71 'SETBACKS REQUIRED PROVIDED `'� 'V SYSTEM DESCRIPTION - STARLING (CHASE -1) FRONT 25' >25' `t s $ ...00 lICc3,4,1 c° A rJii c o l45 �' 0 L• - i o 58414 y; 4�tel-P `• • ` I ... ��- II SS;ONALERG - Exv.I031Oo25 t`‘ ......' \.,.. i i `'� �� ' , r ' 9 Iii y (N) TRANSFORMER TOTAL NVN'DC 643 SIDE 25' >25' \ - - N I l 1 i" I!' IAL NVGAG buu REAR 25' 1 >25' f a"A• / 2430 �. DC -AC RATIO I .2 CORNER 25' >25' 1 I N SEIlf:". + I MODULE WANlIC4CTUR.CR CANADIAN SOLAR 25' >25 I r /(V) —PARKING INNER ER (TYP,; MODULE MODEL CS7N-E05T6-AC £CILTYF CLING �)[ ` ; I I R 'l BUILDING DESIGN REQUITED I (° �� MODULEWATT 635 ELEMENTS PROVIDED e 31 - / / / - TEMPORARY PARKING DURING MODULE COUNT 9265 FLOOR AREA RATIO t 4 t / r_. 1NSIP ICTICN (TW.) MAX MUM DC \CLTAGE 1,500 (COMMERCIAL n/A N/A ORIOLE STARLING SOLAR SECTION WELD NORTH, (40.509°, 17.0 �j GO, COUNTY, 9 SOLAR LLC 4, R SOLAR MWAC M W D PROJECT TOWNSHIP RANGE CO -104.435°) G 63 80631 LLC \ 6 46IIIIIIIIIt. p -/ l/ r MODULES PER STRING 17 DROIF(TS ONI Y} t / .. i t e - CHI NT POWER INVERTER MANUFACTURER DENSITY RESIDENTIAL { PROIECTSONLf} n/A tJ/4 1tl 0�/ �SITEENTRAVCE SYSTEMS � •—. � ,----- INVERTER MODEL CPS SCASCK L MAXIM LW BUILDING n/AHEIGH N/A . :, ;' � __------------- INVERTER COUNT 83 '— '1 ~'• 1" '- r MODULE MOUNTING SINGLE AXIS TRACKER TRANSPARENCY N/A N/A N. ` , I (N)FENCED - y / 3 ) g I I I I '^ �-� MOUNTING 1 HIGH HOURS OF OPERATION N/A N/A 1�_ .....1 FRIVACY \ 1;6`, CONFIiURATION NUMBER OF SLATS (TYP.) \ - ‘L.„_( , a It g 1 l s-5 ` \----, PROJECT ACRES 27 EMPLOYEES N/A N/4 A\ �IH IIiiiii II DB (( ) ,y;- \ DV SYSTEM DESCRIPTION- TBD (PHASE -2) OTHFR (.SF CPFCIFIC N/A N/A °�i {;"�' INFORMATION i\ �`' e • ( { OC • y*• . d \ TOTAL NV4"Clr: 64 i LEGEND \� � 1' NN :—'" `_ r TOTALIsoN'AC 500 I •• 35 fv5JDU_ETRACFER ROW 3 5 ~ame. DC -?.C RATIO 1 �£ , .�1�J:.,«e.','• ..:Ib4'1 \ 51 MODU_ETRACKER ROW "'"','ll�� I a� -ma • f(;;: � ri�� MODULE MANUFACTURER CANADIAN SOLAR (66) I RCBxi _ �r ,, .. PROPERTY JNE 2.S" ALUIrINJM CAF LS 9604_/ , f �• N • R� I MODULE MODEL CS7N-E95TB-AG - EPSENENT s t,'55'IB E 7.4J DID VQT .ADOPT f - (N) EQUIPMENT'At' (TYP.) FAODI_ILEWATT 635 -x- 3'HIIiH SECLRITY=EN.^_.E I IF :11:\I-Alltr:.. 1!- MODULECOUNT 3,315 0 0 0 0 0 bUUVMbNI HACK-sA { \\' \N MAX MUM JC VOLTAGE 1,bUUI 20'ACOEJC ROAD 19--1 TEM=CRARPPARMNG'� ��.\MODULES I.'.'- / / ;, PER STRING 17 4�� il 4 277f INVFRTFRMANUFACTURFR CIILNTPOVJFR SYSIEtv1S Lam°' NN- (a41 E FIEF EH I C INVERTER MODEL CPS SCA3CK L A / \� A DETAIL 1/8•6 INVERTER COUNT 03 154 o + r r + MODULE MOUNTING SINGLE AXIS TP.ACKEP, CONFI3UP; CONFI3UP/ATION I HIGH C !�- / �,;�� ,- PROJECT ACRES 7.'-57 • xx 1 1/ / / ./ \_ ■ i" . ■ "e / J '‘ •'k_aoM OUIranao ell. / 1 '\- REG. NO. 175OOB o r `(E)FENCE O PFE_IMINARY 09/04/23 REV. NC DLSCRII' I ION DP.I L _-V r r_ J°•!~f \. / ' ''' °° �' I. I `'- CONTOURR LINE (TYP,) 17-3 � SHFFT 11D F. , GENERAL SITE PLAN . - II I OENIERAL SITE PLAN PROJ. MGM.. 33 PROJ. MGR.. 33 GATE. 05/24/12023 E3J 1' = 000 p I 0 150' 300 BOO' ``v DRAWN BY: S. CHECKED BY: GB SCALE AS SHOWN i/ \ / NUMBER SOIL TYPES ID SIGNACE DRAWING SHEET 'IC. - 3 � F 16 (s-3) 2 7 ASCALON SANDY LOAM, 5 TO 3'ERC.NT SLOPES P. PROJECT OPERATOR 78 VONA SANDY LOAM, 1 TO 3 PERCENT S_ORES 6 HIGH VOLTAGE WARNING SIGNAGE 27 HAVERSON LOAM, 1 TO 3 PERCENT SLOPES C PROJECT LOCATION 39 NUNN LOAM, 0 TO I PERCENT SLOPES MPORT DATA FROM J.S.D.A. N.AIUHAL I'ESOUHCES CO\SEHVA ION SEH'VICE WELD COUNTY, CO_OFADO X to U 0 z Q III J 0 Of 0 III 0 cv a m to N 0 N to in 0 a ORIOLE SOLAR LLC, STARLING SOLAR LLC (PHASE 1) & TBD SOLAR LLC (PHASE 2) USE BY SPECIAL REVIEW SECTION 4, TOWNSHIP 6 NORTH, RANGE 63 WEST OF THE 6TH P.M. COUNTY OF WELD, STATE OF COLORADO 82.23 ACRES SOLVIDA PROJECT NUMBER: U S RXXXX-XXXX DESIGN ENGINEERING DRAWING INDEX 1400 Shattuck Avenue, Suite 3 Berkeley, California 9 4 7 0 9 SHEET NUMBER SHEET TITLE SHEET -1 OF 16 COVER SHEET SHEET -2 OF 16 PARCEL MAP SHEET -3 OF 16 GENERAL SITE PLAN SHEET -4 OF 16 DEVOPMENT STANDARDS r SunShare hCOMMUNITY SOLAR SHEET -5 OF 16 SECTIONS & DETAILS SHEET -6 OF 16 FENCING PLAN SHEET -7 OF 16 LANDSCAPE PLAN SHEET -8 OF 16 SIGNS SHEET -9 OF 16 CIVIL NOTES 1724 GILPIN STREET, SHEET -10 OF 16 OVERALL CIVIL SITE PLAN DENVER, CO 80218 SHEET -11 OF 16 DETAILED CIVIL SITE PLAN SHEET -12 OF 16 GRADING AND DRAINAGE PLAN SHEET -13 OF 16 EROSION AND SEDIMENT CONTROL NOTES z. I SHEET -14 OF 16 EROSION CONTROL PLAN SHEET -15 OF 16 SWMP & SITE DETAILS D�p,00 LIOFN cQ. �YG'o ' • • 0 56414 >* : SHEET -16 OF 16 SWMP & SITE DETAILS PROJECT SITE LOCATION EXP. 10/31/2023 ORIOLE SOLAR LLC .- & STARLING SOLAR LLC CONTACT INFORMATION 17.0 MWAC APPLICANT: NAME ADDRESS 1 VICINITY MAP S-1 NTS PHONE NUMBER LICENSE NUMBER CONSULTANT: NAME ADDRESS 20.9 MWDC SOLAR PROJECT PHONE NUMBER LICENSE NUMBER STATEMENT: SECTION 4, TOWNSHIP 6 SIGNATURE: COMMUNITY DEVELOPMENT DIRECTOR NORTH, RANGE 63 WELD COUNTY, CO 80631 ENGINEERING DEVELOPMENT REVIEW MANAGER (40.509°, -1 04.435°) PLANNING COMMISSION LANDSCAPE ARCHITECT ENGINEER DATE: PLANNING COMMISSION CERTIFICATION 0 PRELIMINARY 09/04/23 REV. NO DESCRIPTION DATE THIS IS TO CERTIFY THAT THE WELD COUNTY PLANNING COMMISSION HAS CERTIFIED AND DOES HEREBY RECOMMEND TO THE BOARD OF COUNTY COMMISSIONERSM WELD COUNTY COLORADO, FOR ITS CONFIRMATION, APPROVAL AND ADOPTION THIS SITE rSHEET TITLE: SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW AS SHOWN AND DESCRIBED HEREON THIS DAY OF , COVER SHEET CHAIR, WELD COUNTY PLANNING COMMISSION PROJ. MGR.: SS PROJ. ENGR.: SS DATE: 05/24/2023 PROPERTY OWNERS CERTIFICATION DRAWN BY: SJ CHECKED BY: GB SCALE: AS SHOWN DRAWING NO. I, , OF CORNISH PLAINS LIVESTOCK LLLP DO HEREBY AGREE TO THE SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL STANDARDS REVIEW AS DESCRIBED SHEET 1 OF 1 6 HEREON THIS DAY OF ,_ (S�i SIGNATURE PRINTED NAME N Q N N N III • III N J 0 N 0 Z N C (n 46 w J 0 N 0 NI N 0 III I APN: 079905100015 APN: 079905100021 ORIOLE SOLAR LLC, STARLING SOLAR LLC (PHASE 1) & TBD SOLAR LLC (PHASE 2) USE BY SPECIAL REVIEW SECTION 4, TOWNSHIP 6 NORTH, RANGE 63 WEST OF THE 6TH P.M. COUNTY OF WELD, STATE OF COLORADO 82.23 ACRES APN: 079904200004 APN: 079905100022 II 0 II SI- II I I APN: 079905200013 I I I I APN: 079905300010 APN: 079908100012 SUBJECT PARCEL APN: 079904400006 PV SOLAR PROJECT LOCATION - 82.23 ACRES (3581938 SC FEET) APN: 079908400013 I � I / 2 PARCEL MAP S-2 NTS SUBJECT PARCEL APN: 079909100010 APN: 079904100008 I I USE BY SPECIAL REVIEW STANDARD NOTES: I APN: 079904100009 11 PROJECT NUMBER: USRXXXX-XXXX 7 APN: 079903200021 / /'i12 APN: 079903300020 1 / APN: 079903100018 / _ _ APN: 079903400021 I APN: 079909100001 APN: 079910200015 APN: 079910200016 I I APN: 079910200017 1 APN: 079910100012 APN: 079910200018 II I APN: 079910300019 II II APN: 079909400008 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. 2. APPROVAL OF SITE CONSTRUCTION PLANS BY THE WELD COUNTY SHALL BE REQUIRED (AS APPLICABLE) PRIOR TO ISSUANCE OF BUILDING PERMITS. 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 ISSUANCE OF A BUILDING PERMIT. 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. 5. ALL EXISTING AND PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 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 I THE CITY'S SUBDIVISION REGULATIONS (CHAPTER 3). m 7. ALL ELEVATIONS SHOWN ON THESE PLANS ARE TIED TO NAVD 88 DATUM. Q 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 PLANS. N N N N N APN ADJACENT ZONNING SUBDIVISION USES 79905200013 AGRICULTURAL 79905100015 AGRICULTURAL 79905100021 AGRICULTURAL 79905100022 AGRICULTURAL 79904200004 AGRICULTURAL 79904100008 RESIDENTIAL 79904100009 AGRICULTURAL 79903200021 RESIDENTIAL 79903100018 AGRICULTURAL 79905300010 AGRICULTURAL 79908100012 AGRICULTURAL 79908400013 AGRICULTURAL 79904400006 AGRICULTURAL 79909100010 AGRICULTURAL 79903300020 AGRICULTURAL 79903400021 AGRICULTURAL 79909100001 AGRICULTURAL 79909100002 AGRICULTURAL 79909400008 AGRICULTURAL 79910200015 AGRICULTURAL 79910200016 AGRICULTURAL 79910200017 RESIDENTIAL 79910200018 AGRICULTURAL 79910300019 AGRICULTURAL 79910100012 AGRICULTURAL SOLVIDA DESIGN ENGINEERING 1400 Shattuck Avenue, Suite 3 Berkeley, California 94 70 9 •SunShare • • COMMUNITY SOLO R 1724 GILPIN STREET, DENVER, CO 80218 0 . :0 56414 NiNb NO •: Q EXP. 10/31/2023 ORIOLE SOLAR LLC MI ES STARLING 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°) 0 PRELIMINARY 09/04/23 REV. NO DESCRIPTION DATE SHEET TITLE: PARCEL MAP PROD. MGR.: SS PROD. ENGR.: SS DATE: 05/24/2023 DRAWN BY: SJ CHECKED BY: GB SCALE: AS SHOWN DRAWING NO. SHEET - 20F16 (S2) to Q N cv III n N III N rn 0 LIB cv D 1 S-3 to 0 to in 0 n ORIOLE SOLAR LLC, STARLING SOLAR LLC (PHASE 1) & TBD SOLAR LLC (PHASE 2) USE BY SPECIAL REVIEW SECTION 4, TOWNSHIP 6 NORTH, RANGE 63 WEST OF THE 6TH P.M. COUNTY OF WELD, STATE OF COLORADO 82.23 ACRES PROJECT NUMBER: USRXXXX-XXXX FOUND #6 REBAR WITH 2.5 ALUMINUM CAP LS 9644, N 40`4911" E 1.29' DID NOT ACCEPT SOIL TYPE LINE (N)FENCED PRIVACY SLATS (TYP.) la - POUND 716 RLBA Wfri 5" ALUMINUM CAP 5" ALUMINUM CAP LS 9644/ S 11 °55'18" E 7.44' DID NOT ACCEPT W 1545 ii w-_ II 11� � t 39 m..m_.. wM I Nw mNN. YNNI / / f` / i GENERAL SITE PLAN 1"=300' ii 7. 242 t I �ftO1H PIAY,IC OW Is ]1618 1713 3 I 974 — 1 L39 N FYwPIC F �- 061.83 59.9841 QUIT CLAIM DEED REC. NO. 275008 NUMBER SOIL TYPES 7 ASCALON SANDY LOAM, 5 TO 9 PERCENT SLOPES 76 VONA SANDY LOAM, 1 TO 3 PERCENT SLOPES 27 HAVERSON LOAM, 1 TO 3 PERCENT SLOPES 39 NUNN LOAM, 0 TO 1 PERCENT SLOPES IMPORT DATA FROM U.S.D.A. NATURAL RESOURCES CONSERVATION SERVICE WELD COUNTY, COLORADO CONTOUR LINE (TYP.) `.1. / •n—. 76 /,/ /Unpletletl Weld County Owner: County of Weld IN �I A 964 4 I ail 0 ttfln 2 N. �'` �' fT � a A- 4698,55 616.n' W - I _rte .�� - S ' ,rouxD NN®NrwM ^C LS9644 - ,�RFD�CW l6 iN. l m 00 z C7 o / C Pa op l� / s≤< o m / z co .2• O ,' IRD PI.ISRIC '- U ]6318 GATE REFER TO _ FAI DETAIL 1/S-6 (E)FENCE ID SIGNAGE A PROJECT OPERATOR © HIGH VOLTAGE WARNING SIGNAGE PROJECT LOCATION © (E) GAS LINE (N) TRANSFORMER (N) INVERTER (TYP.) TEMPORARY PARKING DURING CONSTRUCTION (TYP.) SITE ENTRANCE (N) EQUIPMENT PAD (TYP.) w 0 150' 300' 600' PV SYSTEM DESCRIPTION - ORIOLE SITE DATA TOTAL MWDC 8.03 DESCRIPTION TOTAL MWAC 7.00 ZONING AGRICULTURAL DC -AC RATIO 1.15 PRIMARY LAND USE AGRICULTURAL MODULE MANUFACTURER CANADIAN SOLAR ACCESSORY LAND USE OIL AND GAS PRODUCTION MODULE MODEL CS7N-695TB-AG SITE AREA REQUIRED PROVIDED MODULE WATT 695 BUILDING COVERAGE N/A N/A MODULE COUNT 11,560 DRIVE, PARKING, AND N/A N/A MAXIMUM DC VOLTAGE 1,500 WALKS MODULES PER STRING 17 OPEN SPACE 10% N/A INVERTER MANUFACTURER CHINT POWER PARKING REQUIRED PROVIDED SYSTEMS STANDARD SPACES N/A N/A INVERTER MODEL CPS SCA60KTL COMPACT SPACES N/A N/A INVERTER COUNT 116 MODULE MOUNTING SINGLE AXIS TRACKER ADA SPACES N/A N/A MOUNTING LOADING SPACES N/A N/A CONFIGURATION 1 HIGH BICYCLE N/A N/A PROJECT ACRES 31.71 SETBACKS REQUIRED PROVIDED PV SYSTEM DESCRIPTION - STARLING (PHASE -1) FRONT 25' >25' TOTAL MWDC 6.43 SIDE 25' >25' TOTAL MWAC 5.00 REAR 25' >25' DC -AC RATIO 1.29 CORNER 25' >25' MODULE MANUFACTURER CANADIAN SOLAR PARKING 25' >25' MODULE MODEL CS7N-695TB-AG BUILDING DESIGN REQUIRED PROVIDED MODULE WATT 695 ELEMENTS MODULE COUNT 9,265 FLOOR AREA RATIO MAXIMUM DC VOLTAGE 1,500 (COMMERCIAL N/A N/A MODULES PER STRING 17 PROJECTS ONLY) CHINT POWER DENSITY (RESIDENTIAL N/A N/A INVERTER MANUFACTURER SYSTEMS PROJECTS ONLY) INVERTER MODEL CPS SCA60KTL MAXIMUM BUILDING N/A N/A INVERTER COUNT 83 HEIGHT MODULE MOUNTING SINGLE AXIS TRACKER TRANSPARENCY N/A N/A MOUNTING HOURS OF OPERATION N/A N/A 1 HIGH CONFIGURATION NUMBER OF N/A N/A PROJECT ACRES 27 EMPLOYEES PV SYSTEM DESCRIPTION - TBD (PHASE -2) OTHER USE SPECIFIC N/A N/A INFORMATION TOTAL MWDC 6.47 LEGEND TOTAL MWAC 5.00 85 MODULE TRACKER ROW (315) DC -AC RATIO 1.29 51 MODULE TRACKER ROW (66) MODULE MANUFACTURER CANADIAN SOLAR PROPERTY LINE MODULE MODEL CS7N-695TB-AG EASEMENT MODULE WATT 695 x 8' HIGH SECURITY FENCE MODULE COUNT 9,316 H r, r, ^ r, EQUIPMENT RACK - SAT MAXIMUM DC VOLTAGE 1,500 20' ACCESS ROAD MODULES PER STRING 17 TEMPORARY PARKING INVERTER MANUFACTURER CHINT POWER SYSTEMS INVERTER MODEL CPS SCA60KTL INVERTER COUNT 83 MODULE MOUNTING SINGLE AXIS TRACKER MOUNTING 1 HIGH CONFIGURATION PROJECT ACRES 23.52 SOLVIDA DESIGN ENGINEERING 1400 Shattuck Avenue, Suite 3 Berkeley, California 9 4 7 0 9 SunShare •• COMMUNITY SOLAR 1724 GILPIN STREET, DENVER, CO 80218 �p,D 0 • sF :0 56414 <(,Q 1%S�0NAL EXP. 10/31/2023 ORIOLE SOLAR LLC STARLING SOLAR LLC 17.0 MWAC 20.9 MWDC SOLAR PROJECT SECTION 4, TOWNSHIP 6 NORTH, RANGE 63 WELD COUNTY, CO 80631 (40m509°, -104.435°) 0 PRELIMINARY 09/04/23 REV. NO DESCRIPTION DATE SHEET TITLE: GENERAL SITE PLAN PROJ. MGR.: SS PROJ. ENGR.: SS DATE: 05/24/2023 DRAWN BY: SJ CHECKED BY: GB SCALE: AS SHOWN DRAWING NO. SHEET - 3OF16 (S111111113) ORIOLE SOLAR LLC, STARLING SOLAR LLC (PHASE 1) & TBD SOLAR LLC (PHASE 2) USE BY SPECIAL REVIEW SECTION 4, TOWNSHIP 6 NORTH, RANGE 63 WEST OF THE 6TH P.M. COUNTY OF WELD, STATE OF COLORADO 82.23 ACRES PROJECT NUMBER: USRXXXX-XXXX DEVELOPMENT STANDARDS 1. THE SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW PERMIT, USRXXXX-XXXX, IS FOR A MEDIUM SCALE SOLAR FACILITY (17.0 MWAC) IN THE INDUSTRIAL - MEDIUM INTENSITY 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. 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. 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. 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. 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. 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. 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., 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, ARTICLE I, OF THE WELD COUNTY CODE. 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. 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. 21. THE PROPERTY OWNER SHALL COMPLY WITH ALL REQUIREMENTS PROVIDED IN THE EXECUTED ROAD MAINTENANCE AGREEMENT. to x 22. THE HISTORICAL FLOW PATTERNS AND RUN-OFF AMOUNTS ON THE SITE WILL BE MAINTAINED. N 0 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 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 N REGISTERED ENGINEER SHALL BE REQUIRED OR AN OPEN HOLE INSPECTION. W S 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. a 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 OUT ON THE PROPERTY COMPLY WITH THE CONDITION OF APPROVAL AND DEVELOPMENT STANDARDS STATED HEREIN AND ALL APPLICABLE WELD COUNTY REGULATIONS. m 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, 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 III DEPARTMENT OF PLANNING SERVICES. 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 COMMISSION. BOARD OF COUNTY COMMISSIONERS MAY HAVE THEIR OWN SEPARATE PROCESS. COMPLIANCE IS THE RESPONSIBILITY OF THE LAND OWNER. 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 Cn 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 Q 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 J 0 N 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 EXTRACT THE MINERAL RESOURCES. Q Cn 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. III J 0 0 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 II 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. NI 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 o FEATURES WHICH ATTRACT URBAN DWELLERS TO RURAL WELD COUNTY WOULD QUICKLY BE GONE FOREVER. w 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 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 LOU 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 0° 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. 0 N WATER HAS BEEN AND CONTINUES TO BE, THE LIFELINE FOR THE AGRICULTURAL COMMUNITY. IT IS UNREALISTIC TO ASSUME THAT DITCHES AND RESERVOIRS MAY SIMPLE 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 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 N 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 SERVICES. RURAL DWELLERS MUST, BY NECESSITY, BE MORE SELF-SUFFICIENT THAN URBAN DWELLERS. il 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, 0 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. a- k�l*YUWI DESIGN ENGINEERING 1400 Shattuck Avenue, Suite 3 Berkeley, California 9 4 7 0 9 St1 SunShare • COMMUNITY SOLAR 1724 GILPIN STREET, DENVER. CO 80218 l io 56414 N. N • • Q N.......j( TA5 7T ONAL EXP. 10/31/2023 ORIOLE SOLAR LLC VT STARLING 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°) 0 PRELIMINARY 09/04/23 REV. NO DESCRIPTION DATE SHEET TITLE: DEVELOPMENT STANDARDS PROD. MGR.: SS PROD. ENGR.: SS DATE: 05/24/2023 DRAWN BY: SJ CHECKED BY: GB SCALE: AS SHOWN DRAWING NO. SHEET - 4OF16 S-4 to x N 0 U ry I;1 N W d d m N U' 0 W rY D M-, W J 0 Iv 0 ry cn III 0 Q 0 N K) N 0 N ND 0 J d X to 0 m N w N U) 0 Z Q 0 Of 0 of NI III 0 w I 0 m m to N 0 to in 0 ORIOLE SOLAR LLC, STARLING SOLAR LLC (PHASE 1) & TBD SOLAR LLC (PHASE 2) USE BY SPECIAL REVIEW SECTION 4, TOWNSHIP 6 NORTH, RANGE 63 WEST OF THE 6TH P.M. COUNTY OF WELD, STATE OF COLORADO 82.23 ACRES S O VIDA PROJECT NUMBER: USRXXXX-XXXX DESIGN ENGINEERING 1400 Shattuck Avenue, Suite 3 Berkeley, California 9 4 7 0 9 24.0' (TYP.) FENCE INSTALLATION NOTES: WOOD GATE POST A TUBE STEEL FRAME 1. FENCE TO BE INSTALLED IN GENERAL ACCORDANCE WITH ASTM F567. LOCAL FENCE CONTRACTOR TO ALTER ASTM 6" DIA. MIN (TYP.) F567 REQUIREMENTS TO MEET SITE SPECIFIC CONDITIONS. _____ _______________ ______ . 2. FENCE FABRIC SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A392, CLASS 2. • • LO BLE LA CH SunShare _-.. .. .. ... - STRENGTH AND PROTECTIVE COATINGS OF ALL FENCE FRAMEWORK SHALL CONFORM TO ASTM F1083. • S _______ 4. EXTENDED, END, OR PULL POST FOOTING MINIMUM CONCRETE COMPRESSIVE STRENGTH SHALL BE 2,500 PSI MIN. • • C a M M U N i T Y S o L A R ___ ______________________ — - 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, co AL ANI ED .3. 6. EXTENDED, END, OR PULL POST FOOTING DEPTH SHALL BE A MINIMUM OF 4' PLUS AN ADDITIONAL 3" DEPTH FOR EACH DENVER, CO 80218 _____- _. ___ Fni1E 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. --q - _ -=tiz --=u-rn--r=rr-rtrr-rrtr-rrriiinY-rrnr-7n-=i�==__==_- - z - "+ i - - 1 __- 8. IN AREAS WHERE EXISTING FENCES CONFLICT WITH SITE SECURITY FENCE, CONTRACTOR SHALL REMOVE AND �pDo L/cF� LU Z DISPOSE OF EXISTING FENCE. c��.: 0PY G ''• sF 9. DISPOSAL OFF SITE - NO MATERIALS ARE TO REMAIN ON SITE. to 56414 D c `� Q 10. ALL STEEL OR MALLEABLE IRON PARTS AND ACCESSORIES SHALL BE HOT -DIP GALVANIZED IN ACCORDANCE WITH �0•'• •/4y W s/ONA�E ASTM A123 AFTER FABRICATION. EXP. 10/31/2023 11. WARNING SIGNS TO BE INSTALLED AT 100' INTERVALS, CONTENTS DECIDED BY OWNER. ORIOLE SOLAR LLC NOTE.. Q 1. FENCING SUPPLIER SHALL PROVIDE FINAL AND SEALED FENCING DRAWINGS WITH MATERIAL AND SPECIFICATION V� REQUIREMENTS. 2. A KNOX PAD LOCK WILL BE PLACED ON CHAINED GATE OR KNOX BOX WITH GATE ACCESS KEYS WILL BE MOUNTED STARLING SOLAR AT THE MAIN ENTRANCE FOR FIRE DEPARTMENT ACCESS. LLC ACCESS GATE DETAILS S-6 NTS WOOD CORNERWOOD BRACE POST WOOD LINE POST 17.0 MWAC, TERMINAL OR PULL POST 6" DIA. MIN. (TYP.) 6DIA. (TYP.) " 20.9 MWDC 6"DIA. MIN.(TYP.) I . . . . . :.• . . . . . . . SOLAR PROJECT SECTION 4, TOWNSHIP 6 .1 _ _ _ _ ___ _ _____________...1._____ -IN TRAI E NORTH, RANGE 63 WELD COUNTY, CO 80631 _ 0 I N W R A I (40m509°, -1 04.435°) bo EWIRE 1O 1 0 0 = rtfi fifi fit1 �+ _ _ 1 $ _ �tfiOl000=� fi ��~ .1�rtfi=OOOO=rtfi t�==0=000 0 PRELIMINARY 09/04/23 REV. NO DESCRIPTION DATE z - GRADE Z LU - 0� SHEET TITLE: w � / o 20.0'(TYP.) (0 FENCING PLAN CONCRETE FOOTING 24" DIA (TYP.) NOTE: PROJ. MGR.: SS PROJ. ENGR.: SS DATE: 05/24/2023 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 - 6 OF 1 6 2FENCE DETAILS NTS (S (S�6) ORIOLE SOLAR LLC, STARLING SOLAR LLC (PHASE 1) & TBD SOLAR LLC (PHASE 2) USE BY SPECIAL REVIEW SECTION 4, TOWNSHIP 6 NORTH, RANGE 63 WEST OF THE 6TH P.M. COUNTY OF WELD, STATE OF COLORADO to N 0 ry W N w Ill a ri��) SEEDING PLAN S-7 1" = 150' to 0 N to in 1 0 i 82.23 ACRES PROJECT NUMBER: U S RXXXX-XXXX LEGEND SECURITY FENCE AREA TO BE RESEEDED IF/ WHEN DISTURBED (82.23 ACRES) NOTES: 1. THIS DEVELOPMENT IS BEING CONSTRUCTED IN A RURAL PART OF WELD COUNTY, COLORADO. THE SITE IS LOCATED ON THE NORTH SIDE OF HIGHWAY 392 WEST OF WCR 67. 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 A WILDLIFE FRIENDLY DECORATIVE FENCE. 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. 7. FENCING SHALL BE MAINTAINED AS NEEDED TO PROVIDE THE INTENDED SCREENING OF THE RECORDED IMPROVEMENTS. 8. WELD COUNTY - SEC. 24-602. 9. 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. 10. ALL SUBSTITUTION MUST BE MADE WITH PRIOR APPROVAL. 11. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 12. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. TURF mix BRAND 'SEEO GREELEY, COLORADO 2023 A mixture of lower maintenance cool season grasses that establish well in cooler areas below 8000 ft. elevation. The lower growth habit of the grasses lends itself to infrequent or no mowing. Well -suited for erosion control and transition turf areas. 30% Crested Wheatgrass, Ephraim 25% Intermediate Ryegrass, VN S 20% Sheep Fescue, VNS 15% Chewings Fescue, VNS 10% Forage Bluegrass, Ginger - Drill Seeding Rate 20-25 lbs. per acre Broadcast Seeding Rate 30-35 lbs. per acre Small Areas. 1-21bs. per 1000 sq. ft. Available in S0 llb•, 25 lb., and 5 lb. bags Not the Biggest ..... Simply the Best U! 101 East 4p' Street Road Greeley, CO 80631 970.356.4710 office Info@buffaIobrandseed.com 970.356.9 267 fax SOLVIDA DESIGN ENGINEERING 1400 Shattuck Avenue, Suite 3 Berkeley, California 9 4 7 0 9 � • SunShare • COMMUNITY SOLAR 1724 GILPIN STREET, DENVER, CO 80218 l t o 56414 - • •� mess/ON4. EN! EXP. 10/31/2023 ORIOLE SOLAR LLC STARLING 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°) 0 PRELIMINARY 09/04/23 REV. NO DESCRIPTION DATE SHEET TITLE: LANDSCAPE PLAN PROJ. MGR.: SS PROJ. ENGR.: SS DATE: 05/24/2023 DRAWN BY: SJ CHECKED BY: GB SCALE: AS SHOWN DRAWING NO. SHEET - 7OF16 (S111111117) to x N 0 U ry I;1 N W d d m N U' 0 W rY D M-, W J 0 Iv 0 ry cn III 0 Q 0 N K) N 0 N ND 0 J d N N N N N N N III n Ill N • III N N Q 0 C N N 46 w 0 0 NI N 0 N III I N C a N Q N ORIOLE SOLAR LLC, STARLING SOLAR LLC (PHASE 1) & TBD SOLAR LLC (PHASE 2) USE BY SPECIAL REVIEW SECTION 4, TOWNSHIP 6 NORTH, RANGE 63 WEST OF THE 6TH P.M. COUNTY OF WELD, STATE OF COLORADO 82.23 ACRES PROJECT ENMESH: U S RXXXX-XXXX 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 II 2 rs R 6 7 8. 9 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. REPORT. 1-800-922-1987 OR BY VISITING THEIR WEBSITE AT WWW.COLORAD0811.ORG. 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 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 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 OF 76. HORIZONTAL COORDINATE SYSTEM: NAD 83, COLORADO NORTH, STATE PLANE, SURVEY FEET. PROVIDED BY TERRACON CONSULTANTS, INC. PROJECT NO. 21165036. ALL VEGETATION AND TOPSOIL, DEBRIS, LOOSE AND DISTURBED SOIL, CONTAMINATED SOIL AND OTHER 77. VERTICAL DATUM: NAD 83, FEET. DELETERIOUS MATERIALS THAT MAY EXIST WITHIN THE AREA OF THE PROPOSED CONSTRUCTION. 78. ANY COORDINATES SHOWN IN CIVIL SHEETS ARE GROUND COORDINATES. 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 (N -EAR). IMMEDIATELY NOTIFY C-EOR SO THAT A SOLUTION CAN BE CREATED TO PROTECT AND/OR RELOCATE (E) SPECIAL INSPECTIONS: UTI LITY. 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: 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. 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 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. 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 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. 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 (C -SAN). 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 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 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 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. 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 -SAN. THE C-EOR RESERVES THE RIGHT TO REJECT ANY ALTERNATIVE. 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 49. ON -SITE ROADWAY SLOPES SHALL NOT EXCEED 5%. CONTRACTOR SHALL NOT BLOCK LEGAL ENTRANCES OR EXITS. 83. CODOT AGGREGATE BASE COURSE TEMPORARY LAYDOWN AREAS (IF NEEDED): Table 703-3 CONTRACTOR SHALL COMPLY WITH ALL OWNER PROVIDED CONTRACTUAL SPECIFICATIONS. 50. IF TEMPORARY LAYDOWN AREAS ARE USED, EROSION AND SEDIMENT CONTROL SHALL BE PLACED IN CONTRACTOR SHALL LEAVE THE WORK AREA CLEAN AND FREE OF DEBRIS AND TRASH AT THE END OF ACCORDANCE WITH S-10 THROUGH S-15. EACH DAY. 51. TEMPORARY LAYDOWN AREAS WILL BE CLEARED AND GRUBBED ONLY IF NECESSARY. 52. SCARIFY (OR TILL) NATIVE MATERIAL TO A DEPTH OF 12" AND RECOMPACT. 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. 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. 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 -SAN. SCARIFYING OR TILLING. 57. FINAL STABILIZATION OF TEMPORARY LAYDOWN AREAS SHALL BE IN ACCORDANCE WITH S-10 THROUGH CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND MATERIAL QUANTITIES PRIOR TO CONSTRUCTION. S-15. MATERIAL QUANTITIES LISTED IN THE CIVIL DESIGN ARE APPROXIMATE. CLEARING AND GRUBBING: CONTRACTOR SHALL CONTACT ANADARKO PATROLEUM CORPORATION, PRIOR TO PLACING ROADWAY 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 OR FLOWLINE. ROOT STRUCTURES. 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 ACROSS COMMENCEMENT OF EARTHWORK IN THE STATED AREAS. A REPRESENTATIVE OF APC WILL ASSESS 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. 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. SUBMITTED TO THE C -EON. RFIs SHALL INCLUDE A DETAILED WRITTEN STATEMENT THAT INDICATES THE 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 NECESSARY. RESPONSES CO RFIs DO NOT CONSTITUTE APPROVED DESIGN CHANGES. 63. EXCAVATED TOPSOIL SHALL BE KEPT SEPARATE FROM OTHER STOCKPILED MATERIAL FOR REUSE IN AREAS REQUIRING TOPSOIL. 23. IF CULTURAL RESOURCES ARE LOCATED DURING CONSTRUCTION (ARCHEOLOGICAL FINDINGS 64. EXCAVATED SOILS SHALL ONLY BE STOCKPILED IN TEMPORARY LAYDOWN AREAS. 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. 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 5558 ANY SEED MIX ALTERNATIVE SHOULD BE GRAZING COMPATIBLE. THROUGH S-15. 25. POST CONSTRUCTION, CONTRACTOR SHOULD SUBMIT A CIVIL MAINTENANCE PLAN, DEFINING ALL GRADING: 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 S-9 THROUGH S-15. 26. 27. N 28. 1,1 0 of 9. a 2 30. 71. COMPACTION STANDARD FOR NATIVE, SCARIFIED, AND RE -COMPACTED SUBGRADES SHALL BE 95% BY 72. ASTM D698. COMPACTION STANDARD FOR STRUCTURAL FILL BENEATH FOUNDATIONS, SLABS ON GRADE, AND SITE GRADING SHALL NOT BE PERFORMED IN EXCLUSION ZONES. ADDITIONAL GRADING AREAS THAT ARE NOT DEPICTED ON S-9 THROUGH S-15 SHALL BE EVALUATED ON A CASE BY CASE BASIS AS NEEDED. ACCESS ROADS SHALL BE 95% MDD BY ASTM D1557 (MODIFIED PROCTOR DRY DENSITY). GRASS SWALES AND RAINGARDENS: MOISTURE CONTENT OF COHESIVE SOILS (CLAYS) TO BE COMPACTED SHALL BE -1% TO +3% OPTIMUM 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. MOISTURE CONTENT OF COHESIONLESS SOILS (SAND) TO BE COMPACTED SHALL BE -3% TO +2% OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR DRY DENSITY) UTILITY LOCATE: AT THE TIME OF PLACEMENT AND COMPACTION. PLACE FILL MATERIAL IN MAXIMUM LIFTS OF 9" LOOSE THICKNESS WHEN USING SELF PROPELLED HEAVY 74 COMPACTORS. 28108 70 CONSTRUCTION CONTRACTOR SHALL CONTACT UTILITY LOCATION SERVICES TO LOCATE ALL PUBLIC AND PRIVATE UTILITIES. CLASSIFICATION FOR AGGREGATE BASE COURSE 83. GEOTECH REPORT STRUCTURAL FILL 4" 100 311 70-100 No. 4 Sieve 50-100 No. 200 Sieve 50 (max.) NeIIO1.].se.Iev- Liquid Limit 30 (max.) Plastic Limit 15 (max.) SEEDING: 84. SEEDING WILL BE DONE POST CONSTRUCTION AND ENCOMPASS GRASS LINED SWALES, RAINGARDENS, AND FENCED ARRAY AREA, AS WELL AS TO THE FULL LIMIT OF DISTURBANCE WHERE APPLICABLE. 85. SEEDING RATES AND PLANTING REQUIREMENTS ARE INCLUDED ON SHEET S-7 ARRAY AREA SEED MIX: 86. SEE 58557 5-7. wow what's below. Call before you dig. SOLVIDA DESIGN ENGINEERING 1400 Shattuck Avenue, Suite 3 Berkeley, Califcrnia 9 4 7 0 9 � • St1 SunShare • C O M M U N I T Y S O L A R 1724 GILPIN STREET, DENVER, CO 80218 �PD GI �o� sF 444 5% -Gam °7:/ sC 56414 C: N • 7/7- 7S5: 0NAL EXP. 1//31/2/23 ORIOLE SOLAR LLC bbj OS STARLING SOLAR LLC 17.0 MWAC 20.9 MWDC SOLAR PROJECT SECTION 4, TOWNSHIP 6 NORTH, RANGE 63 WELD COUNTY, CO 80631 (40.509°, -1S4.435°) 0 PRELIMINARY 09/04/23 REV. NO DESCRIPTION DATE SHEET TITLE: CIVIL NOTES PROD. MGR.: SS PROD, ENGR.: SS DATE: 05/24/2023 DRAWN BY: SJ CHECKED BY: GB SCALE: AS SHOWN DRAWING NO. SHEET - 9OF16 (S9) iN 0 ND O N C NI -V 0 iN 0 iN ND NI 0 I iN o 0 N 0 N N 0 O 1 S-10 ORIOLE SOLAR LLC, STARLING SOLAR LLC (PHASE 1) & TBD SOLAR LLC (PHASE 2) USE BY SPECIAL REVIEW SECTION 4, TOWNSHIP 6 NORTH, RANGE 63 WEST OF THE 6TH P.M. COUNTY OF WELD, STATE OF COLORADO 82.23 ACRES PROJECT NUMBER: USRXXXX-XXXX OVERALL CIVIL SITE PLAN / II / I / N N'OOi5 E 255&: I-. � x N 88"47'41" E 21 -1 IIIIM 5 154741 W N 89'0)'15" E 1057.83' x I: 5 sI �I $ N @ I A6 w k IS ioN-I H1 Kixxx-XJ , './ 'F 1M]V EXISTING CONTOUR (TYP.) VH / / IS IS IS 13 O5 DO 0 0 v EXISTING CONTOUR (TYP.) GENERAL NOTES 1. OVERALL PROJECT SITE AREA = 109.56 ACRES 2. DISTURBED AREA = 1.14 ACRES 3. DISTURBED AREAS INCLUDE: GRADING, EXCAVATION, PILE, ROADWORK, AND EQUIPMENT PADS. 4. SITE PREPARATION INCLUDES CLEARING/GRUBBING, MINOR GRADING, COMPACTION, MOWING OF VEGETATION, AND RESTABILIZATION OF DISTURBED AREAS. 5. TOPSOIL SHALL NOV BE REMOVED FROM THE PROJECT SITE OR SOLD UNLESS REMOVAL OF EXCESS SOIL IS APPROVED BY THE AHJ. 6. EXCESS TOPSOIL SHALL BE SPREAD ON -SITE SO AS CO PROVIDE SIX INCHES OF COVER ORIGINALLY EXISTING ON THE SITE OR A MINIMUM OF FOUR INCHES OF COVER IF THE ORIGINAL COVER WAS LESS. 7. IF REMOVAL OF EXCESS TOPSOIL IS REQUIRED IT MUST BE COORDINATED AND MEET GESC REQUIREMENTS. 8. PROJECT SITE SHALL BE STABILIZED BY SEEDING AND/OR SODDING. 9. ADDITIONAL VEGETATION MAY NEED CO BE REMOVED PRIOR CO CONSTRUCTION. AREAS THAT ARE NOV CLEARED/GRUBBED SHALL BE MOWED CO A MINIMUM OF THREE INCHES. 10. CONTRACTOR RESPONSIBLE FOR PRESERVATION OF EXISTING VEGETATION, NOV CLEARED/GRUBBED OR MOWED, CO THE EXTENT PRACTICABLE. 11. VEGETATION REMOVAL SHALL ONLY OCCUR WITHIN THE PROJECT BOUNDARY. 12. CONTRACTOR CO REMOVE ONLY VEGETATION WHICH SHALL BE DESIGNATED BY THE OWNERS REPRESENTATIVE FOR REMOVAL AND SHALL EXERCISE CARE AROUND EXISTING VEGETATION CO BE SAVED. CONSTRUCTION FENCING MAY BE INSTALLED CO PROTECT AREAS THAT ARE NOV CO BE DISTURBED. 13. BURNING OF DEBRIS SHALL NOV OCCUR WITHOUT APPROPRIATE PERMITS AND/OR AHJ AND OWNER APPROVAL. 14. FINAL STABILIZATION SHALL BE ACHIEVED WHEN A UNIFORM VEGETATIVE COVER WITH AN INDIVIDUAL PLANT DENSITY OF AT LEAST 70% OF PRE DISTURBANCE LEVELS, OR EQUIVALENT PERMANENT PHYSICAL EROSION REDUCTION METHODS HAVE BEEN EMPLOYED IN ALL AREAS OF DISTURBED GROUND. SOLVIDA DESIGN ENGINEERING 1400 Shattuck Avenue, Suite 3 Berkeley, California 94 70 9 :)unShare I. HOMMOOI SOLAR 1724 GILPIN STREET, DENVER, CO 80218 CL/4 1/A7HT, , SO 56414 >O- 5I3' �O�FSS0NAL LA� EXP. 10131 /2023 ORIOLE SOLAR LLC GN GE STARLING SOLAR LLC 17.0 MWAC 20.9 MWDC SOLAR PROJECT SECTION 4, TOWNSHIP 6 NORTH, RANGE 63 WELD COUNTY, CO 80631 (40m509°, -104.435°) 0 PRELIMINARY 09/04/23 REV. NO DESCRIPTION DATE SHEET TITLE: OVERALL CIVIL SITE PLAN PROD. MGR.: SS PROD. ENGR.: SS DATE: 05/24/2023 DRAWN BY: SJ CHECKED BY: GB SCALE: AS SHOWN DRAWING NO. SHEET - 10OF16 (S�10 1" = 250' wow whale below. Call before you dig. n I N 0 • III fn cv Q 0 0 N cv ID ..I 0 LW LL 0 cv ly 0 cv a o N m cv N icc III 0 0 ORIOLE SOLAR LLC, STARLING SOLAR LLC (PHASE 1) & TBD SOLAR LLC (PHASE 2) USE BY SPECIAL REVIEW SECTION 4, TOWNSHIP 6 NORTH, RANGE 63 WEST OF THE 6TH P.M. COUNTY OF WELD, STATE OF COLORADO 82.23 ACRES S PROJECT NUMBER: U S RXXXX-XXXX DESIGN ENGINEERING 1 400 Shattuck Avenue, Suite 3 Berkeley, California 9 4 7 0 9 \ � \ ` -x-x�x�x=x=x=x=§T�x=x_ / N N'00'15' E 2830.3• � N Bff09'1S' E 1057.83' - _ _ _ I i \ , "� x x x x-x-x-x-x-x-x-x-x-x-� j I , N 88° 47'41 " E 2133.57 .,, ,,, 5 , C ,_L., —x—x s 847.4,- W 545.8z• n� ►-.� $T 5 88'4741' W 2848.88 4 X-X-X-X-X-X-X-�X-X-X-x-x x -x -x -x -x -x -x -x -x -x -x -x -x -x XI1-. -x x-x� , (;� SunShare cc '7/ 2A 5 r.DE. COMMUNITY SOLAR 1t MI ill111 S-11 4 x X - x x -x_ / 1724 GILPIN STREET, / DENVER, CO 80218 i#r I x ..// / I .Hi...I/( O'':.. X 0.IEe]sE1T T1(E X —X �� // J �x HHHHHHHH� x�XX—X— / _ _ _LXXXXX x / / / \ � � N5 \ I . �p,DO LICe NF \ 8 `? x6g I ,� Unplatted Weld County Owner: County of Weld•Q.P'Y ... o� .•'' S • • \ A X � x N i� ` x x % , � • X pp Y R \ I r I x YVT�'�' •Q D• 56414 : Tm U Qi I J /\ O^ ••••••••••••• \��" ^FSS/ONALE�� x �.CL'NS.✓`1'.W ro ' � X X X X-X-X ' ': x x c � / EX10/31/2023 P. \ 5\1 - x r � / x L / / / /r / ••CA4-' / \ / i x r z ,. Ix I fx I xxx� x N x l poi // ORIOLE SOLAR LLC I ��'j ` IDIC\x]X I"` D l ilifi / STARLING SOLAR i Il I NH7%/7 -r t.3.,- nr1ALLC .7 59.9841 QUITCLAIM DEED I / REC• NO. 275008 I+_ J_—__ / C 11 i / o ID �� x 7� ,{�' \ . x , K x X ,.. II / �6 t\ /I xX—X �n�'8qi �. / �! lb /� • x e3 A. .. ` I—x—x—x—x—x—xJ x �.(§_/\\\\ 17.0 M WAC Ya o = N O 20.9 MWDC 9/_Us/// —// I / O N 88.47'41" -_ - mO E 2133.57 ,�, � l� x x x�S 88'4741'-W 545.82• S BSITH' M 2340.831 - - .. ' m / ,,� �� :. .. / - /_�� 1 M-/ = / SECTION 4, TOWNSHIP 6 I I \ • \ , 0 N / / Cl / '- (" V V V V V V V V V V V V V V V ' CN^ / `- = NORTH, RANGE 63 WELD COUNTY, CO 80631 (40m509°, -104.435°) 1 KEY PLAN - STARLING 2 KEY PLAN - ORIOLE S-11 1*=2501 250' N S-11 /* 0200 200 N (N) EQUIPMENT PAD (TYP.) l r / � lam_ � / ,� ,-, Ci / K � l X-� R16 X. .CC/ ft x 11 X I O I 0 PRELIMINARY 4 2 o 7> /moo / 7* 7, ✓ ,/ < O / — �'O �I �/ON ?�� O REV. NO DESCRIPTION DATE R 16 --� / . � - O— o x X / O� x R16 I 25 5L/C' * SHEET TITLE: -Cl O ❑ �� _�1 1 0-; x /,-,nnn QHII( ,: I �✓ lc 20 DETAILED CIVIL SITE PLAN (N) INVERTER RACK (TYP.) (N) EQUIPMENT PAD (TYP.) (N) TEMPORARY PARKING 20 20 �QO DURING CONSTRUCTION CJ I j I O (N) INVERTER RACK (TYP.) PROD. MGR.: SS PROJ. ENGR.: SS DATE: 05/24/2023 / x x %)l /,/ DRAWN BY: CJ CHECKED BY: CO SCALE: AS SHOWN ou (N) TEMPORARY PARKING J /7/71/ ❑ x DURING CONSTRUCTION x �' l x I DRAWING No. x SHEET - 11 OF 16 S-11 1A DETAILED CIVIL SITE PLAN - STARLING 2A DETAILED CIVIL SITE PLAN - ORIOLE S-11 1"=30' N S-11 1"=30' N Know what's below. Call before you dig. ORIOLE SOLAR LLC, STARLING SOLAR LLC (PHASE 1) & TBD SOLAR LLC (PHASE 2) USE BY SPECIAL REVIEW SECTION 4, TOWNSHIP 6 NORTH, RANGE 63 WEST OF THE 6TH P.M. COUNTY OF WELD, STATE OF COLORADO w N 0 w OI N N N N c(I m N 0 N N O 9 EROSION AND SEDIMENT CONTROL NOTES: ALL EROSION AND SEDIMENT CONTROL WORK AND BMPs SHALL ADHERE TO THE FOLLOWING DOCUMENTS: 1. COLORADO DEPARTMENT OF HEALTH AND ENVIRONMENT CONSTRUCTION GENERAL PERMIT (CGP) NO. SON 400000 2. WELD COUNTY GENERAL ORDINANCE. 3. WELD COUNTY CONSTRUCTION AND ENGINEERING GUIDELINES. 82.23 ACRES PROJECT ENMESH: U S RXXXX-XXXX PERIMETER CONTROL BMPs: 30. PERIMETER CONTROL BMPs SHALL BE CONSTRUCTED BEFORE UP -SLOPE GROUND COVER IS REMOVED. 31. CLEARING, GRUBBING, AND STUMPING CAN OCCUR BEFORE SILT FENCE INSTALLATION IF GROUND COVER IS REMOVED. 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 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 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. STANDARD STABILIZATION NOTES: 6. FOLLOWING INITIAL SOIL DISTURBANCE OR RE -DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION MUST BE COMPLETED IN ACCORDANCE WITH THE SWMP. 7. ALL STABILIZED AREAS SHALL BE INSPECTED BY A CERTIFIED SWMP INSPECTOR. TYPICAL CONSTRUCTION SEQUENCE: 8. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 9. CLEAR (GRUB IF NECESSARY) SITE FOR PERIMETER EROSION AND SEDIMENT CONTROLS (BMP'S) ONLY. 10. INSTALL TEMPORARY PERIMETER BMPs. 11. ROUGH GRADE ROADS) AND LAYDOWN/MATERIAL STORAGE AREA IMPORTING MATERIAL AS NECESSARY FROM ON -SITE OR OFF -SITE SOURCE PER PROPOSED GRADES PROVIDED TO CREATE OR MAINTAIN POSITIVE DRAINAGE. 12. INSTALL STABILIZED CONSTRUCTION ROADS. 12.1. STABILIZED CONSTRUCTION ROADS ARE CONSIDERED A NMS. IT IS THE INTENT OF THE DESIGN THAT STABILIZED CONSTRUCTION ROADS ARE INSTALLED 0100 S0 GRADING, ARRAY CONSTRUCTION, AND EQUIPMENT PAD CONSTRUCTION. 13. CONSTRUCT THE SOLAR PLANT. 14. PERFORM TEMPORARY STABILIZATION SEEDING OF DISTURBED AREAS IF REQUIRED. 15. CONSTRUCT PERMANENT BMPs. 16. STABILIZE ALL REMAINING DISTURBED AREAS WITH PERMANENT VEGETATION OR SITE SPECIFIC VEGETATION AS NOTED INCLUDING TOP SOILING, FERTILIZING, AND MULCHING, IF REQUIRED. 17. REMOVE CONSTRUCTION ENTRANCE, COMPLETE FINAL GRADE AND RESTORATION OF GRAVEL ENTRANCE. 18. STABILIZATION OF ALL AREAS DISTURBED BY REMOVAL OF BMP'S WILL BE PERFORMED PRIOR TO FINAL INSPECTION. 19. ALL MAINTENANCE OF THE FINAL SITE AND PERMANENT BMP'S SHALL BE CONTROLLED BY SITE OWNER. 20. IF THE SEQUENCE OF CONSTRUCTION AND NMS INSTALLATION IS MODIFIED BY THE CONTRACTOR. THE 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 CHANGES SHALL BE APPROVED BY THE AHJ PRIOR TO IMPLEMENTATION. INSPECTIONS AND MAINTENANCE OF EROSION & SEDIMENT CONTROL BMP'S (TEMPORARY): 21. THE DESIGNATED SWMP INSPECTOR SHALL INSPECT ALL DISCHARGE POINTS, DISTURBED AREAS, MATERIAL STORAGE AREAS, STRUCTURAL CONTROLS AND CONSTRUCTION ENTRANCES/EXITS IN ACCORDANCE WITH THE APPROVED SWMP. ALL OBSERVATIONS AND INCIDENTS OF NON-COMPLIANCE, CORRECTIVE ACTIONS, AND MAINTENANCE SHALL BE RECORDED IN THE SWMP INSPECTION REPORT. 22. INSPECTIONS OF BMP'S 30055 05 DOCUMENTED AND SIGNED BY THE CERTIFIED SWMP INSPECTOR AND PROVIDED TO PROJECT MANAGEMENT AND CONTRACTOR. 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 CGP AND THE SWMP. 24. IF REQUIRED, MAINTENANCE OF BMP'S SHALL BE CONDUCTED BY A CERTIFIED SWMP INSTALLER AND 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 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 BMP'S WHEN REQUESTED OR APPROVED BY THE ENGINEER, CERTIFIED SWMP INSPECTOR, OR AHJ. 27. IT IS THE RESPONSIBILITY OF THE CERTIFIED SWMP INSPECTOR TO IDENTIFY ALL INCIDENTS OF NON-COMPLIANCE, CORRECTIVE ACTIONS, AND MAINTENANCE AND ENSURE THAT PROJECT MANAGEMENT IS ALERTED TO ALL ISSUES. 28. SEDIMENT SHALL BE REMOVED WITHIN 24 HOURS OF SEDIMENT REACHING 1/3 HEIGHT OF PERIMETER BMPs. 29. SEDIMENT TRACKED OFF -SITE FROM CONSTRUCTION TRAFFIC SHALL BE REMOVED FROM PAVED SURFACES WITHIN 24 HOURS OF DISCOVERY. 34. IF USED BENEATH A SLOPE, SILT FENCE SHOULD BE A MINIMUM OF 10 FEET FROM THE TOE OF THE SLOPE. 35. SILT FENCE SHALL BE TRENCHED IN. THE TRENCH SHALL BE MADE WITH A TRENCHER, CABLE LAYING MACHINE, SLICING MACHINE, OR OTHER SUITABLE DEVICE THAT WILL ENSURE AN ADEQUATELY UNIFORM TRENCH DEPTH. 36. WHERE 2 SECTIONS OF PREFABRICATED SILT FENCE ARE COMBINED INTO ONE RUN, THE END POSTS SHALL BE CONNECTED TOGETHER, NOT SIMPLY OVERLAPPED. 32. SILT FENCE SHALL ALLOW RUNOFF TO PASS ONLY AS DIFFUSE FLOW THROUGH THE GEOTEXTILE. IN RUNOFF FLOW, ONE OF THE FOLLOWING SHALL BE PERFORMED, AS APPROPRIATE: 32.1. AN ADDITIONAL RUN OF SILT FENCE SHALL BE PLACED UPSTREAM 32.2. THE LAYOUT OF THE SILT FENCE SHALL BE CHANGED 32.3. ACCUMULATED SEDIMENT SHALL BE REMOVED 32.4. OTHER PRACTICES SHALL BE IMPLEMENTED. 33. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THE DEPOSIT REACHES APPROXIMATELY ONE HALF OF THE HEIGHT OF THE SILT FENCE. 34. ALL STOCKPILES SHALL BE ENCIRCLED WITH AN APPROPRIATE NMS SUCH AS SILT FENCE, FIBER ROLL, OR SEDIMENT LOGS. 35. SILT FENCE FABRIC SHALL MEET THE FOLLOWING SPECIFICATIONS: 35.1. MINIMUM TENSILE STENGTH = 120 LBS (ASTM D4632) 35.2. MAXIMUM ELONGATION AT 60 LBS. = 15% (ASTM D 4632) 35.3. MINIMUM PUNCTURE STRENGTH = 50 LBS. (ASTM D 4833) 35.4. MINIMUM TEAR STRENGTH = 40 LBS. (ASTM 04533) 35.5. APPARENT OPENING SIZE <= 0.84MM (ASTM D 4751) 35.6. MINIMUM PERMITTIVITY = 1X1O-2SEC.-1 (ASTM D 4491) 35.7. WATER FLOW RATE = 15 GAL./MIN/SQ. FT. 35.8. UV EXPOSURE STRENGTH RETENTION = 70% (ASTM 04355) 36. ALL PERIMETER CONTROL BMPs SHALL BE REMOVED FOLLOWING FINAL STABILIZATION OF THE SITE AND SUBMISSION OF NOTICE OF TERMINATION TO COLORADO DPHE. STORMWATER CONTROL BMPs (PERMANENT): 37. PERMANENT STORMWATER CONTROL BMPs INCLUDE GRASS LINED SWALES AND RAINGARDENS. 38. PERMANENT STORMWATER CONTROL NMS LOCATIONS AND CONSTRUCTION REQUIREMENTS AND DETAILS ARE INCLUDED ON G&D SHEETS (G&D-200, G&D-201, G&D-202, G&D-203, AND G&D-300). SEEDING: 39. SEEDING WILL BE DONE POST CONSTRUCTION AND ENCOMPASS THE ENTIRETY OF THE FENCED AREA, SWALES, RAINGARDENS, 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. 41. IN AREAS THAT CANNOT BE SEEDED WITH A DRILL, HAND SPREADING OR HYDROSEEDING MAY BE PERFORMED. 42. GRASS LINED SWALES SHOULD BE ROTOTILLED, SEEDED BY HAND, AND COVERED WITH A MULCH UNTIL SEED HAS GERMINATED AND SPROUTED. ARRAY AREA SEED MIX: 43. ALL DISTURBED AREAS AND AREAS RECEIVING EXCESS SOIL ARE TO BE SEEDED PER SECTION EC -2 -TEMPORARY AND PERMANENT SEEDING (TS/PS) AND FOLLOW THE WELD COUNTY GUIDANCE PER THE WELD COUNTY MSS POLLUTION PREVENTION PLAN MANUAL. SEE SHEET ESC -300 FOR SEED MIX. 44. SEEDING WILL BE DONE POST CONSTRUCTION AND ENCOMPASS THE ENTIRETY OF THE FENCED AREA, AND ANYWHERE SOIL IS DISTRIBUTED INCLUDING 10' BEYOND PERIMETER FENCE. 45. SEEDING SHOULD BE PERFORMED WITH A HYDROMULCHER OR EQUIVALENT IN THE ARRAY AREA. 46. SEE SHEET S-7 FOR SEED MIX. SOLVIDA DESIGN ENGINEERING 1400 Shattuck Avenue, Suite 3 Berkeley, Califarnia 9 4 7 0 9 St1 SunShare • NNMMUNINW SOLAR 1724 GILPIN STREET, DENVER. CO 80218 io 56414 D'r OSAT0NAL EXP. 10/31 12023 ORIOLE SOLAR LLC bdj OS STARLING 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°) 0 PRELIMINARY 09/04/23 REV. NO DESCRIPTION DATE SHEET TITLE: EROSION AND SEDIMENT CONTROL NOTES PROJ. MGR.: SS PROD. ENGR.: SS DATE: 05/24/2023 DRAWN BY: SJ CHECKED BY: GB SCALE: AS SHOWN DRAWING NO. SHEET - 13OF16 S-13 Know what's below. Call before you dig. Sn rn il Q N U) N - III • III ND V/ w N- I ND iN 0 ND (ID N N Q 46 0 0 iNI ND III ND III J I iN (ID m Q 0 0 (-c IN 0 1n 0 ORIOLE SOLAR LLC, STARLING SOLAR LLC (PHASE 1) & TBD SOLAR LLC (PHASE 2) USE BY SPECIAL REVIEW SECTION 4, TOWNSHIP 6 NORTH, RANGE 63 WEST OF THE 6TH P.M. COUNTY OF WELD, STATE OF COLORADO 82.23 ACRES PROJECT NUMBER: USRXXXX-XXXX IS x —7/-6141AL6311/ IYFn 43 SILT FENCE OUTLET EROSION CONTROL PLAN S-13 111 = 250' II p N iWUW,5. F 0000W`IF I � xr I I � x ii PERMANENT I I \ STORMWATER SWALE I \ rnx II \ x II 11 � I I ,)x \ rn x jI TH l II � / SILT FENCE lx // n pT \ �� N \ TI �\ \ x 1 � sal/4 1 d: �4Sf � S \ T I jx i \ 1 i; rnEE T ` CONCRETE WASHOUT I \ / a TEMPORARY H STOCKPILE / / N LOCATION '''"'`' FIBER ROLL AS NEEDED FOR TEMPORARY STOCKPILE 1 1t 0 1= cc 0 0 cc Sn Sn cc cc O cc 0.'N5 U. + H \ A'5541" E 2133.57' ,y„W x - CC QC 33WIIN' 6 /\ i / / 9 \ —SF SF SF I N rn rj `IDN\ x�3 864T41 W 345.87 i F G / •e u / i O ROLLING DUMPSTER / / / PORATABLE RESTROOM FACILITY CONTOUR LINE (TYP.) J DID I 0 LEGEND GENERAL NOTES 85 MODULE TRACKER ROW (315) 1. OVERALL PROJECT SITE AREA = 109.56 ACRES 51 MODULE TRACKER ROW (66) 2. DISTURBED AREA = 1.14 ACRES PROPERTY LINE 3. DISTURBED AREAS INCLUDE: GRADING, EXCAVATION, PILE, EASEMENT ROADWORK, AND EQUIPMENT PADS. X 8' HIGH SECURITY FENCE r _ '-' _ EQUIPMENT RACK - SAT 4. SITE PREPARATION INCLUDES CLEARING/GRUBBING, MINOR GRADING, ________ 20' ACCESS ROAD COMPACTION, MOWING OF VEGETATION, AND RESTABILIZATION OF TEMPORARY PARKING DISTURBED AREAS. -SF - SILT FENCE 5. TOPSOIL SHALL NOT BE REMOVED FROM TNN PROJECT SITE OR SOLD I II PERMANENT STORMWATER SWALE UNLESS REMOVAL OF EXCESS SOIL IS APPROVED BY TNN AHJ. ■ PORTABLE RESTROOM FACILITY 6. EXCESS TOPSOIL SHALL BE SPREAD ON -SITE SO AS TO PROVIDE SIX II ROLLING DUMPSTER INCHES OF COVER ORIGINALLY EXISTING ON TNN SITE OR A MINIMUM OF FOUR INCHES OF COVER IF TNN ORIGINAL COVER WAS LESS. 7. IF REMOVAL OF EXCESS TOPSOIL IS REQUIRED IT MUST BE COORDINATED AND MEET GESC REQUIREMENTS. 8. PROJECT SITE SHALL BE STABILIZED BY SEEDING AND/OR SODDING. 9. ADDITIONAL VEGETATION MAY NEED TO BE REMOVED PRIOR TO CONSTRUCTION. AREAS THAT ARE NOT CLEARED/GRUBBED SHALL BE MOWED TO A MINIMUM OF THREE INCHES. 10. CONTRACTOR RESPONSIBLE FOR PRESERVATION OF EXISTING VEGETATION, NOT CLEARED/GRUBBED OR MOWED, TO TNN EXTENT PRACTICABLE. 11. VEGETATION REMOVAL SHALL ONLY OCCUR WITHIN TNN PROJECT PORATABLE RESTROOM BOUNDARY. FACILITY 12. CONTRACTOR TO REMOVE ONLY VEGETATION WHICH SHALL BE DESIGNATED BY TNN OWNERS REPRESENTATIVE FOR REMOVAL AND ROLLING DUMPSTER SHALL EXERCISE CARE AROUND EXISTING VEGETATION TO BE SAVED. CONSTRUCTION FENCING MAY BE INSTALLED TO PROTECT AREAS THAT ARE NOT TO BE DISTURBED. 13. BURNING OF DEBRIS SHALL NOT OCCUR WITHOUT APPROPRIATE PERMITS AND/OR AHJ AND OWNER APPROVAL. j 14. FINAL STABILIZATION SHALL BE ACHIEVED WHEN A UNIFORM / VEGETATIVE COVER WITH AN INDIVIDUAL PLANT DENSITY OF AT LEAST 70% OF PRE DISTURBANCE LEVELS, OR EQUIVALENT PERMANENT PHYSICAL EROSION REDUCTION METHODS HAVE BEEN EMPLOYED IN ALL AREAS OF DISTURBED GROUND. 15. EXCESS SOIL SHALL BE SPREAD ON -SITE SO AS TO PROVIDE NO MORE THAN SIX INCHES OF COVER ORIGINALLY EXISTING ON TNN SITE. 16. IF REMOVAL OF EXCESS SOIL IS REQUIRED IT MUST BE COORDINATED WITH AND MEET AHJ REQUIREMENTS. 17. CONCRETE WASHOUT IS TO BE INSTALLED AND, UPON CONSTRUCTION COMPLETION, REMOVED PER SECTION MM -1 OF TNN WELD COUNTY MS4 POLLUTION PREVENTION PLAN MANUAL. 18. SITE HOUSEKEEPING PRACTICES SHALL FOLLOW SECTION GH OF TNN WELD COUNTY MS4 POLLUTION PREVENTION PLAN MANUAL. 19. SILT FENCE SHALL BE INSTALLED, MAINTAINED, AND REMOVED PER SECTION SC -1 OF TNN WELD COUNTY MS4 POLLUTION PREVENTION PLAN MANUAL. 20. CONSTRUCTION ENTRANCE/ EXIT IS TO BE INSTALLED, MAINTAINED, AND REMOVED PER SECTION SM-4 OF TNN WELD COUNTY MS4 CONCRETE WASHOUT POLLUTION PREVENTION PLAN MANUAL. 21. STAGING AREA IS NOT SHOWN ON SITE. HOWEVER, IF STAGING IS FOUND NECESSARY FOR CONSTRUCTION SEQUENCING, STAGING TEMPORARY AREA IS TO BE INSTALLED, MAINTAINED, AND REMOVED PER DETAIL STOCKPILE SSA -1 AND SECTION SM-6 OF TNN WELD COUNTY MS4 POLLUTION LOCATION PREVENTION PLAN MANUAL. 22. IF SEDIMENT HAS BEEN TRACKED ONTO PUBLIC ROADWAY, STREET SWEEPING IS TO BE PERFORMED PER SECTION SM-7 OF WELD COUNTY MS4 POLLUTION PREVENTION PLAN MANUAL. 23. NO DEWATERING IS EXPECTED FOR CONSTRUCTION. 24. NO TEMPORARY BATCH PLANTS ARE EXPECTED TO BE NECESSARY FIBER ROLL AS NEEDED FOR FOR CONSTRUCTION. TEMPORARY STOCKPILE 25. SURFACE ROUGHENING IS NOT EXPECTED TO BE USED AS A BMP.HOWEVER, IF SURFACE ROUGHENING IS FOUND TO BE NECESSARY BY TNN TEAR, IT MUST BE IMPLEMENTED PER SECTION EC -1 AND DETAIL SR -2 OF TNN WELD COUNTY MS4 POLLUTION PREVENTION PLAN MANUAL. 26. MULCHING IS NOT EXPECTED ON SITE. HOWEVER, IF MULCHING IS DEEMED NECESSARY BY TNN CEOR FOR GRADING ACTIVITIES, MULCHING PRACTICES SHALL FOLLOW SECTION EC -4 -MULCHING OF TNN WELD COUNTY MS4 POLLUTION PREVENTION PLAN MANUAL. SOLVIDA DESIGN ENGINEERING 1400 Shattuck Avenue, Suite 3 Berkeley, California 24 70 9 &; :)unShare Ii BOMMOOITS SOLAR 1724 GILPIN STREET, DENVER, CO 80218 V�H ALTO 0 CFN • , sF cc- io 56414 Ni 04 :a- A/TBTJ LT EXP. 10/31/2023 ORIOLE SOLAR LLC GN OS STARLING 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°) 0 PRELIMINARY 09/04/23 REV. NO DESCRIPTION DATE SHEET TITLE: EROSION CONTROL PLAN PROD, MGR.: SS PROD. ENGR.: SS DATE: 05/24/2023 DRAWN BY: SJ CHECKED BY: GB SCALE: AS SHOWN DRAWING NO. SHEET - 14OF16 (Siiiiii"'I4 wow 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 to x N LU N III n I1 N ry 0 0 z ry Q ad w J 0 0 rI IIIIII 0 II J ED I) 0 N IC) \ in 0 1 S-14 SCL SCL - SCL 4' MAX FOR TRENCHED sC;L:. l 1 � CH 10' MAX FOR COMPOST SCL. 1J1" x 1}c" x 18" (MIN) WOODEN STAKE 9" DIAMETER (MIN) SEDIMENT CONTROL LOG NOTES: FLOW I� 1 I;I:�.til �� r 1.LAROER DIAMETER �"TYUL SEDIMENT CONTROL LOGS MAY NEED TO ;f�. BE EMBEDDED DEEPER. y y��i,vf��r^>�f „��.. r.• SIDEWALK OR BACK OF CURB WHEN ADJACENT TO THESE FEATURES. TRENCHED SEDIMENT CONTROL LOG CENTER STAKE IN CONTROL LOG COMPACTED EXCAVATED 9„ DIAMETER (MIN) TRENCH SOIL N. _ SEDIMENT CONTROL LOG FLOW —.F r �s DIAM. SCL (TYP,) SECTION ENCHED► SEDIMENT CONTROL LOG 9" DIAMETER (MIN) SEDIMENT CONTROL LOG November 2015 SC -2 12" OVERLAP 1Y" x 18" (MIN) WOODEN STAKE LOG JOINTS SCL -1. TRENCHED SEDIMENT CONTROL LOG Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 SCL-3 Sediment Control Log (SCL) x 1;" x 18'" (MIN) WOODEN STAKEe // _ 8" DIAMETER (MIN) COMPOST t� SEDIMENT CONTROL LOG 10` M 3 ON CENTER (TYP. 6„ NOTES: 1.THIS DETAIL IS FOR FLOW = — DIAM. USE WITH SEDIMENT Sc • ' CONTROL LOGS THAT r ARE A MINIMUM OF i Y ` 8 LB/FT 2.PLACE LOG AGAINST SIDEWALK OR BACK OF CURB WHEN ADJACENT TO THESE FEATURES. COMPOST SEDIMENT CONTROL LOG (WEIGHTED CENTER STAKE: IN CONTROL LOG J" DIAMETER (MIN) COMPOST f SFfIMFNT CClNTRO1 IOr' BLOWN/PLACED FILTER MEDIA OR SOIL FLOW 6" SECTION COMPOST SEDIMENT CONTROL LOG 12" OVERLAP I ----I 9" DIAMETER (MIN) E ::(".'ENT CONTROL LOG LOG JOINTS 1Y2" x 1} " x 18" (MIN) WOODEN STAKE SCL 2. COMPOST SEDIMENT CONTROL LOG (WEIGHTED SCL-4 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 SEDIMENT CONTROL LOG NTS November 2015 November 2015 SC -2 VERTICAL SPACING VARIES DEPENDING UN SLOPE MiF ft CONTINUOUS SCL. l ✓r AT PERIMETER OF CONSTRUCTION SITE SCL 3. SEDIMENT CONTROL LOGS TO CONTROL SLOPE LENGTH Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 SCL-5 Sediment Control Log (SCL) SEDIMENT CONT;2OL_ LOG INSTALLATION NOTES 1. SEE PLAN VIEW FOR LOCATION AN-) LENCTH OF SEDIMENT CONTROL LOGS. 2. SEDIMENT CONTROL LOGS THAT ACT AS A PERIMETER CONTROL SHALL RE INSTALLED PRIOR TO ANY UPGRADIEPTF LAND —DISTURBING ACTIVITIES. 3. SEDIMENT CONTROL LOGS SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR OR COCONUT FIBER, AND SHALL BE FREE OF ANY NOXIOUS WEED SEEDS OR DEFECTS INCLUDING RIPS, HOLES AND OBVIOUS WEAR. 4. SEDIMENT CONTROL LOGS MAY BE USED AS SMALL CHECK DAMS IN DITCHES AND SWALES, HOWEVER, THEY SHOULD NOT BE USED IN PERENNIAL STREAMS, 5. IT IS RECOMMENDED THAT SEDIMENT CONTROL LOGS BE TRENCHED INTO THE GROUND TO A DEPTH OF APPROXIMATELY Ys OF THE DIAMETER OF THE LOG. IF TRENCHING TO THIS DEPTH IS NOT FEASIBLE AND/OR DESIRABLE (SHORT TERM INSTALLATION WITH DESIRE NOT TO DAMAGE LANDSCAPE) A LESSER TRENCHING DEPTH MAY BE ACCEPTABLE WITH MORE ROBUST STAKING. COMPOST LOGS THAT ARE S LB/FT DO NOT NEED TO 3E TRENCHED. 6. THE UPHILL SIDE OF THE SEDIMENT CONTROL LOG SHALL BE BACKFILLED WITH SOIL OR FILTE MATERIAL THAT IS FREE OF ROCKS AND DEBRIS. THE SOIL SHALL 13E TIGHTLY CQMz'ACTED INTO THE SHAPE OF A RIGHT TRIANGLE USING A SHOVEL OR WEIGHTED LAWN ROLLER OR BLOWN IN ?LACE. 7. FOLLOW MANUFACTURERS' GUIDANCE FOR STAKING. IF MANUFACTURERS' INSTRUCTIONS DO NOT SPECIFY SPACING, STAKES SHALL BE PLACED ON 4' CENTERS AND EMBEDDED A MINIMUM OF 6" INTO THE GROUND. 3" OF THE STAKE SHALL PRCTRJDE FROM THE TOP OF THE LOG. STAKES THAT ARE BROKEN PRIOR TO INSTALLATION SHALL BE REPLACED, COMPOST LOGS SHOULD BE STAKED 10' ON CENTER. SEDIMENT CONTROL LOG MAINTENANCE NOTES 1. INSPECT RMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STOf.MA THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN RMPS IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. SEDIMENT ACCUMULATED LFSTREAM OF SEDIMENT CONTROL LOG SHALL BE REMOVED AS NEEDED TO MAINTAIN FUNCTIONALITY OF THE BMP, TYPICALL" WHEN DEPTH OF ACC.IM.ILATED SEDIMENTS IS APPROXIMATELY ) OF THE HEIGHT OF THE SEDIMENT CONTROL LOG. 5. SEDIMENT CONTROL LOG SHALL BE REMOVED AT THE END OF CONSTRUCTION,COMPOST FROM COMPOST LOGS MAY BE LEFT IN PLACE AS LONG AS BAGS ARE REMOVED AND THE AREA SEEDED_ IF DISTURBED AREAS EXIST AFTER REMOVAL, THEY SHALL BE COVERED WITH TOP SOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. (DLIAILS ADAPTED FROM TOWN OF PARKER, COLORADO, JEFFERSON COUNTY, COLORADO, DOUGLAS COUNTY, COLORADO, AND CITY OF AURORA. COLORADO, NOT AVAILA®LE IN AUTOCAD) NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL J.IRI"=:DICTICANS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES Ai�E NOTED SCL-6 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 November 2015 2 S-14 CONCRETE WASHOUT SIGN el •I l..L -. - - - - - - • . . .ca,'a . • plllrr 4 -- • . . .. - . ' ._ .. TH I ____ -. e a. a ••-• a.. . . •. S S . . ___ ____________ 12" TYP, 1 >4 UNDSTURBED )R L I 25" MIN. r- CONCRETE WASHOUT AREA PLAN COMPACTED BERM AROUND THE PERIMETER CWA VEHICLE TRACKING CONTROL (SEE VTC DETAIL) OR OTHER STABLE SURFACE 2% SLOPE 1L 1�� MIN. �i iii%1i4iYi4 C >3 >3 - - COMPACTED SOIL VEHICLE TRACKING 8 X 8 MIN. CONTROL (SEE VTC SECTION A DETAIL ) CWA-1 J. CONCRETE WASHOUT AREA CWA INSTALLATION NOTES 1. SEE PLAN VIEW FOR: -CWA INSTALLATION LOCATION. 2. 00 NOT LOCATE AN UNLINED CWA WITHIN 400' OF ANY NATURAL DRAINAGE PATHWAY OR WATERBODY.. 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, THE CWA MUST BE INSTALLED WITH AN IMPERMEABLE LINER (16 MIL MIN. THICKNESS) OR SURFACE STORAGE ALTERNATIVES USING PREFABRICATED CONCRETE WASHOUT DEVICES OR A LINED ABOVE GROUND STORAGE ARE SHOULD BE USED. 3. THE CWA SHALL BE INSTALLED PRIOR TO CONCRETE PLACEMENT ON SITE. 4. CWA SHALL INCLUDE A FLAT SUBSURFACE PIT THAT IS AT LEAST 8' BY 8' SLOPES LEADING OUT OF THE SUBSURFACE PIT SHALL BE 3:1 OR FLATTER. THE PIT SHALL BE AT LEAST 3' DIEEP. 5. BERM SURROUNDING SIDES AND BACK OF THE CWA SHALL HAVE MINIMUM HEIGHT OF 1'. 6. VEHICLE TRACKING PAD SHALL BE SLOPED 2% TOWARDS THE CWA. 7. SIGNS SHALL 'BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE CWA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CWA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 8. USE EXCAVATED MATERIAL FOR PERIMETER BERM CONSTRUCTION, November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 CWA-3 MM -1 Concrete Washout Area (CWA) 1. INSPECT EIMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2, FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. THE CWA SHALL BE REPAIRED, CLEANED, OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE WASTE. CONCRETE MATERIALS, ACCUMULATED IN PIT, SHALL BE REMOVED ONCE THE MATERIALS HAVE REACHED A DEPTH OF 2'. 5. CONCRETE WASHOUT WATER, WASTED PIECES OF CONCRETE AND ALL OTHER DEBRIS IN THE SUBSURFACE PIT SHALL BE TRANSPORTED FROM THE JOB SITE IN A WATER -TIGHT CONTAINER AND DISPOSED OF PROPERLY. 6. THE CWA SHALL REMAIN IN PLACE UNTIL ALL CONCRETE FOR THE PROJECT IS PLACED. 7. WHEN THE CWA IS REMOVED, COVER THE DISTURBED AREA WITH TOP SOIL, SEED AND MULCH OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. (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. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. CWA-4 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 CONCRETE WASHOUT AREA NTS November 2010 SOLVIDA DESIGN ENGINEERING 1400 Shattuck Avenue, Suite 3 Berkeley, California 9 4 7 0 9 • •SunShare � • COMMUNITY SOLAR 1724 GILPIN STREET, DENVER, CO 80218 xDO • sF :0 56414 >i ■ l -O •�S�ONAL � O�FS EXP. 10/31/2023 ORIOLE SOLAR LLC STARLING 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°) 0 PRELIMINARY 09/04/23 REV. NO DESCRIPTION DATE SHEET TITLE: SWMP & SITE DETAILS PROJ. MGR.: SS PROJ. ENGR.: SS DATE: 05/24/2023 DRAWN BY: SJ CHECKED BY: GB SCALE: AS SHOWN DRAWING NO. SHEET - 150F16 S-15 Know what's below. Call before you dig. x to 0 . . LLI N N Ir Q N Q 0 LU 0 ry cI NI LU 0 N 2 D C.D m N) 0 N in 0 Silt Fence (SF) SC-i Vehicle Tracking Control (VTC) SM-4 Vehicle Tracking Control (VTC) SM-4 SF 5F _ SF - VTC / 1/TC / SOLVIDA - - (RECOMMENDED) WOODEN HHI CM TR DESIGN ENGINEERING FENCE POST WITH 1Q' MAX SPACING 20 FOOT // (WIDTH CAN BE 1 400 Shattuck Avenue, Suite 3 SILT FENCE LESS IF CONST. VEHICLES ARE Berkeley, California 9 4 7 0 4 TTLE GEOPHYSICALLY CONFINED ON BOTH SIDES) DISTURBED AREA, SIDEWALK CR OTHER 50 FOOT (MIN.) STABIOLZ DUCfIONSTORAGEJYEAREA PAVED SURFACE 1076 MAX.-- . OR STAGING AREA O O O COMPACTED EXISTING 12' MIN BACKFILL _' r PAVED CONSTRUCTION MATS, WOVEN OR TRM : ROADWAY a r .. .. w,, . 50' MIN FEW`„ -�� 38" 48" y A „• TYP. ...9 EXISTING -- (MIN.) SunShare >i..COMM �,` GROUND ' U N I T Y S O L A R E" MIN PUBLIC ° UNLESS OTHERWISE SPECIFIED „ 18" 18 MIN „ ROADWAY '• CDOTY OSECT.CAL U#703GTION,MSHUSE AT LEAST 10" 1SIN Q^ qQ SPIKES OR OF SILT FENCE "TAIL" 4" MIN COARSE AGGREGATE OR 6 A1724 yq�G� STAKES GILPIN STREET, SHALL BE MINUS ROCK O ? '� BURIED NON -WOVEN GEOTEXTILE FABRIC H. TRM END OVERLAP WITH DENVER, CO 80218 ��G BETWEEN SOIL AND ROCK } �p J �O SPIKES OR STAKES O� � `. CONSTRUCTION MATS, WOVEN OR TURF REINFORCEMENT STRAP `L MAT (TRM) CONNECTORS 4•q SILT FENCE UNLESS OTHERWISE SPECIFIED BY LOCAL H r INSTALL ROCK FLUSH WITH JURISDICTION, USE COOT SECT. #703, AASHTO OR BELOW TOP OF PAVEMENT #3 COARSE AGGREGATE HCONSTRUCTION MAT END POSTS SHALL OVERLAP . AT JOINTS SO THAT NO GAPS OR 6" MINUS ROCK 9 (MIN.) a RESTRICT CONST. VEHICLE OVERLAP INTERLOCK WITH ACCESS TO SIDES OF MAT STRAP CONNECTORS JOIN EXIST IN SILT FENCE - z FIRST c •T vii- - - - - 4 - - - - - --- - - - - - - - •.....• \0 •' '•�cS O •� Y G �i;dd��•F \ A. 20' OR AS REQUIRED • ROTATE ROTATE f NON—WOVEN OVEN GEOTEXTILE TO ACCOMMODATE G��'7C0 D rRAFFI CA (WIDTH 0 56414 COMIPACTED SUBGRADE CAN BE LESS IF : / . POSTS SHALL BE JOINED AS THICKNESS OF GEOTEXTILE SECTION A '•• SHOWN, THEN ROTATED 180 DEC. HAS\ BEEN EXAGGERATED, TYP CONST. VEHICLES PHYSICALLY ••' �� ••.. IN DIRECTIONDRIVEN ARE CONFINED ON BOTH FiS' •••••• .� S�ONAL INTO THE GROUND E� SIDES) EXP.10/31/2023 SECTION A VTC-3. VEHICLE TRACKING CONTROL W/ CONSTRUCTION VTC 1. AGGREGATE VEHICLE TRACKING CONTROL MAT OR TURF REINFORCEMENT MAT (TRM) SE_ 1. SILT FENCE ORIOLE SOLAR LLC Q� 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 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 VC STARLING SOLAR LLC SC-i Silt Fence (SF) SM-4 Vehicle Tracking Control (VTC) SM-4 Vehicle Tracking Control (VTC) 17.0 MWAC TC SILT FENCE INSTALLATION NOTES W f� J STABILIZED CONSTRUCTION ENTRANCE/EXIT INSTALLATION NOTES 20.9 MWDC 4 Y Y V 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 AT ASILT FENCE AT THE TOE OF A SLOPE SHOULD BE INSTALLED IN A FLAT LOCATION AT LEAST SEVERAL FEET (2-5 FT) FROM THE TOE OF THE SLOPE TO ALLOW ROOM FOR WASH WATER TO SEDIMENT TRAP -LOCATION OF CONSTRUCTION ENTRANCES)/EXIT(S). -TYPE OF CONSTRUCTION ENTRANCE(S)/EXITS(S) (WITH/WITHOUT WHEEL WASH, SOLAR PROJECT FUNDING AND DEPOSITION. OF' BASIN CONSTRUCTION MAT OR TRM). 2. A UNIFORM 6" X 4" ANCHOR TRENCH SHALL BE EXCAVATED USING TRENCHER OR SILT A t PUBLIC 2- CONSTRUCTION MAT OR TRM STABILIZED CONSTRUCTION ENTRANCES ARE ONLY TO BE FENCE INSTALLATION DEVICE. NO ROAD GRADERS, BACKHOES, OR SIMILAR EQUIPMENT SHALL RCIADWAY ,- �= ! USED ON SHORT DURATION PROJECTS (TYPICALLY RANGING FROM A WEEK TO A MONTH) BE USED. -- - WHERE THERE WILL BE LIMITED VEHICULAR ACCESS. 3. COMPACT ANCHOR TRENCH BY HAND WITH A "JUMPING JACK" OR BY WHEEL ROLLING. 3. A STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE LOCATED AT ALL ACCESS POINTS SECTION 4, TOWNSHIP 6 COMPACTION SHALL BE SUCH THAT SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR MAYE: WASH WATER fi -� sNORTH WHERE VEHICLES ACCESS THE CONSTRUCTION SITE FROM PAVED RIGHT-OF-WAYS. TRENCH BY HAND. MAY NOT CONTAIN j q, RANGE 63 4. SILT FENCE SHALL BE PULLED TIGHT AS IT IS ANCHORED TO THE STAKES. THERE SHOULD CHEMICALS OR 50,APS 4. STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE INSTALLED PRIOR TO ANY LAND BE NO NOTICEABLE SAG BETWEEN STAKES AFTER IT HAS BEEN ANCHORED TO THE STAKES. WITHOUT OBTAINING = A SEPARATE PERMIT 'WASH RACK DISTURBING ACTIVITIES. WELD COUNTY, CO 80631 5. SILT FENCE FABRIC SHALL BE ANCHORED TO THE STAKES USING 1' HEAVY DUTY STAPLES 5. A NON -WOVEN GEOTEXTILE FABRIC SHALL BE PLACED UNDER THE STABILIZED CONSTRUCTION ENTRANCE/EXIT PRIOR TO THE PLACEMENT OF ROCK. OR NAILS WITH ," HEADS. STAPLES AND NAILS SHOULD BE PLACED 3" ALONG THE FABRIC DOWN THE STAKE. 6. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT (40z5090, -1 04.430) 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 fi" (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 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 REACTIVE. INSPECT BMPs AS SOON AS 7, SILT FENCE SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITiE5. R - ` -: POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE SILT FENCE MAINTENANCE NOTES REINFORCED CONCRETE RA K' T (MAY SUBSTITUTE STEEL CATTLE DRAIN SPACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. GUARD FOR CONCRETE RACK) 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS SECTION A EFFECTIVE OPERATING CONDITION, INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE 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 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN DISCOVERY OF THE FAILURE. EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE 4, ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY TO THE STABILIZED DOCUMENTED THOROUGHLY. VTC-2. AGGREGATE VEHICLE TRACKING CONTROL WITH ENTRANCE/EXIT TO MAINTAIN A CONSISTENT DEPTH. 3- WHERE BMPe HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON 5. SEDIMENT TRACKED ONTO PAVED ROADS IS TO BE REMOVED THROUGHOUT THE DAY AND 0 PRELIMINARY 09/04/23 WASH RACK 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 NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. SEDIMENTS IS APPROXIMATELY 6". CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN 5. REPAIR OR REPLACE SILT FENCE WHEN THERE ARE SIGNS OF WEAR, SUCH AS SAGGING, DIFFERENCES ARE NOTED. 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 SEDIMENT CONTROL BMP. 7. WHEN SILT FENCE IS REMOVED, ALL DISTURBED AREAS SHALL BE COVERED WITH TOPSOIL, SWMP & SITE DETAILS SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. {DETAIL ADAPTED FROM TOWN OF PARKER, COLORADO AND CITY OF AURORA, NOT AVAILABLE IN AUTOCAD) NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. PROJ. MGR.: SS PROJ. ENGR.: SS DATE: 05/24/2023 DRAWN BY: SJ CHECKED BY: GB SCALE: AS SHOWN 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 16 OF 16 1 SILT FENCE 2 CONTRUCTION ENTRANCE r2�CONCRETE WASHOUT AREA ___________________ 15 S-NTS S-16 ___________________ S-15 NTS ___________________ S-15 NITS Knowwhars below. Call before you dig. Hello