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MODULE IMMfACTURER NEIIENE ACCESSORY LAND USE oNANO GAS PR001KTgN � / ,,yy `_ - MODULE MODEL ,MNCMIONTYPSI ,,v,;C, .,..w,. 11 --- , i' I I' �' -- —— -- --- — MODULE WATT ere BUILDING COVERAGE.^WA N/AW. � y ,_. 1 MOIRE COIIM WAS DRNF,.Mg11C AND . SunShare �f{[�I -� ,II ! T \ MAiOYMMxvaTAaE ee0 MAIM M' WA NIA /}!I `- j1 / 1 )� MODULES PER STRUNG 17 OPEN SPACE SOIL N/A • •N M U M I T 1 I e 1 \ INVERTER�MA0A R CNNTPQYER I 1 / / I I ? ' SYSTEMSsURDMD SPACES N/A WA INVERTER MODEL CPS ECMOKTL '. I THd , I COMPACT SPACES WA WA 1724 GILPIN STREET, _ pee veal.— 11/I • I'. \ - 1 PE)RESIDENTIAL BUILDING(TYP.) INVERTER ' r ADA SPACE' WA N/A DENVER,C080218 1 tell II tee.B PReaer law ` 1. r 17 I YGMl1Na 9RIGlE APR TRACKER LOADING SPACES WA WA \ I , S I . 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OTHER USE SPECIFIC 6.5 MWDC Ri. I �` I� JDDD ��)FENCE NFORMATION N/A WA SOCT -I-re.T I \ — TRAFFIC/TRAVEL • 1 � H \ �� SECTION 10,TOWNSHIP 3 1 vEBmPJ_ MI - S3 � I NORTH,RANGE 66 COMMERCIOLANDO000A9ACCESS ra '�= J1 WELD COUNTY,CO 80651 ACCESS ROAD EASEMENT RECEPTION NO SONDIS P.L,.-1'E'-:—RrB U z _ 1 (40.244°.-104.772°) (E)Lmte,'OVERHEAD POWER LXEVIII 1001 Il p wSIXM SYSTEM-PO1 I MI STAGING/PNBOIq (POINT OF SRERCOMECOON). LI NEA(rYP I IN)EOLAPLENT PAD(TYPJ LOCATION TO BE MD VERIFIED. I IL 3e9 tb'RS (M ACCESS ROAD IRA INVERTER MCA GYP.( T/ � c��'aX X X�aXeX X X�i� i OSJr 1...„„ T— -- �•/ 'A' 0 ISSUE FOR PRIME ,1Tr1/36 reMP: .a PEV.NO DESCRIPTION DATE —lN)EMINENT PAD V k � � • 1 1111 �1 C —OD TRANSFORMER SEC0011 LOW ow.) IODD' d or ' SHEET TOLE- OA GROUNDING TRANSFORMER —(N)INVERTER(TYP_) 1Eo.a MI MVTRANSFOIMER 0,)Mr SWITCIIOFM GENERAL SITE PLAN GENERAL SITE PLAN DETAILED SITE PLAN SS 14101.tT.:53 ONE.00/22/2023 1 PMON N 51 CHECKED SY q D NONAGE ., PROJECT OPERATOR SHEET - 2 OF 9 A y map, HIGH VOLTAGE WARNING SNINAOE- E.I PROJECT LOCATION (S-2) LitfirM,,;;;;;�aiiiirAp„ibilliI FIRST MAJOR AMENDMENT TO USE BY SPECIAL REVIEW-1MJUSR24-20-0011 SECTION 10,TOWNSHIP 3 NORTH,RANGE 66 WEST OF THE 6TH P.M. • COUNTY OF WELD,STATE OF COLORADO SOLVIOA DESIGN . ENGINEERING / `I AGGREGATE BABE ROAD TO BE COMPACTED TO 66%AND SHALL BE CAPABLE OF SUPPORTING 76.000 LBS. �a SunShare roz.T</r<zzfirai..,/r,,i/A rI/F//Vzm,T ir/.nEFx//F,..d K,;,fl/1W7, i9F/fl,Fflfly, 17240LLPIN STREET, GRADE LEVEL s. DENVER,CO 80218 ® ACCESS ROW(TTP.) Nrs 6lNi<1 I 1 FEET 1 X 7.00 ].M MODULE%VTR ` -- - - J V ism le ACRE NOM p°° '" """ STARLILY j T SOLAR LLC Tr 'r 5.0 MWAC 6.5 MWDC 3 SOLAR PROJECT SECTION 10,TOWNSHIP 3 y TI NORTH,RANGE 66 WELD COUNTY,CO 80651 ze OdN.) (40.z44°,-104.772°) F iioi/,;(4% 40/ ..".ii MX,'iaariioaiiaiiiiiaaaiiaiioiaiiaiidiiiiiiaaioaii� GROUND LEVEL e qi PV SOLAR TRACKER ELEVATIONS NTS 0 ISSUE FOR PERMIT DGI/26 1 ENO DESCRIPTION DATE J 6N6ET nnE:- SECTION&DETAILS I 6 PRO.1.1/61,5$ FRJJ.EN0N.SS ON1E:06/22/2022 [I MOM OC v LTECNO3 n w SCALE As WAN 0RA•"0 NO. s SHEET — 3 OF 9 (S-3) iaao �a FIRST MAJOR AMENDMENT TO USE BY SPECIAL REVIEW- 1MJUSR24-20-0011 SECTION 10,TOWNSHIP 3 NORTH,RANGE 66 WEST OF THE STIR P.M. COUNTY OF WELD,STATE OF COLORADO ` .a p _. _ DESIGN ENGINEERING 24.0'(TYP.) \_ .�•.Ca....e.oe METAL TiObT % FENCE INSTALLATION NOTES: I TUBE FRAME 1. FENCE TO BE INSTALLED IN GENERAL ACCORDANCE WITH ASTIAF58).LOCAL FENCE CONTRACTOR TO ALTER ASTM / \ TEO DIA(TVP.) FSR7 REQUIREMENTS TO MEET SITE SPECIFIC CONDITIONS. in liu 2. FENCE FABRIC SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A092.CLASS 2 I ` E. STRENGTH AND PROTECTIVELL COATINGS OF A FENCE FRAIAEWORK SHALL CONFORM TO ABTA PRODS. ,S u n S ha re ;\ 4. EXTENDED,END.OR PULL POST FOOTING MINIMUM CONCRETE COMPRESSIVE STRENGTH MAU.BE 2,500 PSI MIN. L 9 N N u N i r r SOLAR b S. EME EN EMENDED.END,,OR PULL POST MINIMUM FOOTING DIAMETER SHALL SE FOUR TIMES TIE LARGEST CROSS SECTION -- - - ' OF THE POST FOR POST DIAMETER UP TO r. 1 5. EMMETT.END,OR PULL POST FOOTING DEPTH SHALL BE A MINIMUM OF 4'PLUS AN ADORIONAT DEPTH FOR EACH 1724DEVNVER,CO 60218 / CSTREET, 1111111. 1'POST HEIGHT INCREASE ABOVE 4'POST HEIGHT ABOVE GROUND. 1E1E1 T. SW GATE POST FOOTING DEPTHS AND DIAMETERS SHALL BE DETERMINED BASED ON ABTA FRET,TABLE 2 AND ALTERED AS NEEDED BY FENCE CONTRACTOR. / 5. IN AREAS WHERE EXISTING FENCES CONFLICT WITH SITE SECURITY FENCE,CONTRACTOR SMALL REMOVE AND ee+ ssWs Z DISPOSE OF EXISTING FENCE. A' II P. 9. DISPOSAL OFF SITE.NO MATFBIAI S ARE TO REMAIN ON SITE. EM14>< 10. ALL STEEL OR MN I Pm..WON PARTS AND ACCESSORIES SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH W ASTM A123 AFTER FABRICATION. m I I. WARNING SIGNS TO BE INSTALLED AT 1co INTERVALS,CONTENTS DECIDED BY OWNER. NOTE. STARLILY 1. FENCING SPUER WW1 PROVIDE FINAL AND SEALED FENCING DRAWINGS WITH MATERIAL AND SPECIFICATION SOLAR LLC LRWW1 REQUIREMENTS. 2. A KNOX PAD LOCK WILL BE PLACED ON CHAINED GATE OR KNOX BOX WITH GATE ACCESS REVS WILL RE MOUNTED AT THE MAW ENTRANCE FOR FIRE DEPARTMENT ACCESS. 5.0 M W AC 1 ACCESS GATE DETAILS NTS 6.5 MWDC x SOLAR PROJECT X. METAL rPOST METAL.O w, METALTf'ST DMA. UI MIN. (TVP.) 8'D .MIN.(TYP.)� TBD DIA.(TVP) N@$I S SECTION 10,TOWNSHIP 3 y f4LINE sTRAINER NORTH,RANGE 88 WELD COUNTY,CO 80651 y - WOVEN WIRE FABRIC (40.244.,_104.7721 • RANI BRACE WMRE • • • IL'fA i __i _ei.T.. ____ _ _ _Y NDm-iiF =A3�- i ,'sf�'tl=-r:�}e_ — _ L-t�+ay -�f=-iR=�F=--Stf�IA+"" �' -�I ' o IBBIE FOR PERMIT 11m1ffi p_ O GRADE Z �' DESCRIPTIONDATE 7 r DRIVEN FOUNDATION aaCONCRETE FOOTING TBD DIAL ITVP.) SHEET Tom: i 20O,Ryp) 6 _ FENCING DETAILS NOTE: L.1 1. FENCING SUPPLIER SHALL PROVIDE FINAL AND SPA PO FENCING DRAWINGS WITH MATERIAL AND SPECIFICATION PIG.IGR:55 PROJ.ORE SS GTE.06/I2/1025 REQUIREMENTS. MOM RI:v CHECKED Sr OR SULG AS MOON2. A KNOX PAD LOCK WILL BE ACED ON AWNED GATE OR KNOX BOX WITH GATE ACCESS KEYS WILL BE MOUNTED y�,p AT THE MAIN ENTRANCE FOR FIRE DEPARTMENT ACCESS. SHEET - 4 OF 9 3 0. ONLY CORNERS D TURNS TO HAVE CONCRETE ENCASED POSTS.ALL OTHERS ARE DRIVEN FOUNDATIONS. Ot FENCE DETAILSAN NTS (S-4) Ili irMi,'MYN iriliaii►ITRMW II FIRST MAJOR AMENDMENT TO USE BY SPECIAL REVIEW-1MJUSR24-20-0011 __ __ SECTION 10,TOWNSHIP 3 NORTH,RANGE 66 WEST OF THE 6TH P.M. COUNTY OF WELD,STATE OF COLORADO :l `�iJ r» p V � �,�N DESIGN . ENGINEERING 30.1 1. THIS DEVELOPMENT IS BEING CONSTRUCTED IN A RURAL PART OF WELD COUNTY,COLORADO.THE SITE IS LOCATED ON SECTION IO TOWNSHIP 3 NORTH, H.,,,.,,c,.wm v.re• RANGE 66 WEST OF THE 6TH P.M..THE SURROUNDING LAND IS PRIMARILY BEING USED FOR AGRICULTURAL,RANCHING.AND OIL/GAS PURPOSES. 2. THIS DEVELOPMENT WILL BE CONSTRUCTED IN MULTIPLY PHASES ON LEASED LAND. 3. FOLLOWING THE START OF THE CONSTRUCTION OF EACH PHASE,DISTURBED AREAS WITHIN THE UMTTS OF CONSTRUCTION,SUCH AS ROADCUTS,UTILITY TRENCHES,WASTEWATER DISPOSAL FIELDS,BUILOWG SITES,REVEGETATED WITH NATIVE GRASS. 4. OTHER AREAS WHERE EXISTING VEGETATION HAS NOT REGROWN WILL EE RESOEEDED. 5. SCREENING SHALL REMAIN HEALTHY AND MAINTAINED TO CONTINUE TO PROVIDE VEGETATIVE GROUND COVER.NOXIOUS WEEDS WILL NE CONTROLLED ON THE SUBJECT DPROPERTY SEE ALSOF THE URUC ID N WIWAFE,THE RECORDED �� 6. FOR SECURITY AND PROTECTIONEWILL OF PURUC AND THE AND WILL PREVYWILL BE FENCED WIIFIA WILDLIFE FRIENDLY DMAGE �-- I FENCE.THE SELECTED FENCE WILL BLENO WITH THE NATURAL ENVIRONMENT AND PREVENT W+LDLFFE FROM ENTERING THE SITE CAUSING DAMAGE 6 6 e N r A l l T r AND THEREFORE PROVIDING SECURITY Of THE IMPROVEMENTS. • I s L L A R 7. FENCING SHALL BE MAINTAINED AS NEEDED TO PROVIDE THE INTENDED SCREENING OF THE RECORDED IMPROVEMENTS. B. CONTRACTOR SHALL CONTACTLORADO OK'IE OR 1ROD-9224987)TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTSNTS OR OR SCREENING MATERIAL 9. ALL SUISTPTUTIOI MUST BE MADE WITH PRIOR APPROVAL. 1724 GILPIN STREET, 10.REPAIR,REPLACE,OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING DENVER.CO 80218 CONSTRUCTION. 11.REPAIR ALL DAMAGE TO PROPERTY FROM NAMING OPERATIONS AT NO COST TO OWNER. C 1 } 56414 AA 1 ( II TURF mix �aR 16027 L . 1 2023 '•'IAA 0 ii ii iR14.7..,....c.„.......,...„ 134a10- , II, _ I 111 1 Ii ' ' BRAND`•- SEED SOLAR LLC l:,'. I I I I ,I' - �h" jj GREELEY,COLORADO ';'Ii;p ii�`'•4U F 10. PHOTOVOLTAIC ARRAY 5.0 MWAC • ' I, ''i0�I I Buffalo Brand Low Grow Mx 6.5 MWDC "i;� SOLAR PROJECT -- •;:;:, R,R 1 A mixture of lower maintenance cool season grasses that establish well in ""'." I., cooler areas below 6000 R elevation.The lower growth habit of the i I•• 01 R 1 r grasses lends itself to Infrequent or no mowing.Well-suited for erosion 1, control and transition turf areas. Ii i' • ` •.'+ i. SECTION 10,TOWNSHIP 3 '"'I;;�I• • 30% Crested Wheatgrass,Ephraim 9I NORTH,RANGE 66 e 25% Intermediate Ryegrass,VNS WELD COUNTY,CO 80651 " 20% Sheep Fescue,VNS LPROPERTY LINES 1S% Chewings Fescue,VNS ` (40.244°,-104.772°) 10% Forage Bluegrass,Ginger f Doll Seeding Rate i20-25 lbs.per acre ({ Broadcast Seeding Rate _D IsalE FOR PERMIT +Re+/26 J A 30-35 lbs.per acre REV.ND DESCIRPTIOR wTE Small Areas: R SEEDING P AN 1-2lbs.per 1000 sq.ft $4 "'E N Available In 50lb.,25 lb.,and 5 lb.bags 9LI MU 1 LEGEND 4 .A.i.r. LANDSCAPE PLAN a COWS:.ARrwro FEAu®m..191PIFnw®wP.aal G Abe FIbEgwres.....New*IRA A4NITT 10111IN4'LMeet II•A4 ...CO NM 4143MIINt IrRM/YN......— PRLNN.IINRY PROJ.ON,SS PRW.DIGS:SS OM OS/23/2023 OWN n 5! PEOMID RI:OS SCALE AS SLOW. il SHEET - 50F9 (S-5) air4iiiiil,hail rl„mi FIRST MAJOR AMENDMENT TO USE BY SPECIAL REVIEW-1MJUSR24-20-0011 _ SECTION 10,TOWNSHIP 3 NORTH,RANGE 66 WEST OF THE 6TH P.M. . COUNTY OF WELD,STATE OF COLORADO — .. __ _ _.-. _ DESIGN • IHOINfihINO f LA B : SunShare COYYVEIIY STARLILY WARNING ,DENY RICOST�R2E 8, SOLAR LLC s, HIGH VOLTAGE - KEEP OUT FMIE PLEASE CALL (XXX) XXX-XXXX PHOTOVOLTAIC ARRAY TO CONTACT THE PROJECT OPERATOR \ AUTHORIZED PERSONNEL ONLY STARLILY SOLAR LLC PLANT IDENTIFICATION AT SITE ENTRANCE. WARNING LABEL FOR AGRICULTURAL SECURITY CONTACT INFO WILL BE REVISED PRIOR TO CONSTRUCTION. FENCE SPACED EVERY 100 FEET AROUND 5.0 MWAC PERIMETER OF ARRAY. 6.5 M W DC GENERAL NOTES: SOLAR PROJECT 1. ALL SIGNS SHALL BE SHOWN ON THE MAP AND SHALL ADHERE TO CHAPTER 23,ARTICLE IV,DIVISION 2 AND 4 APPENDICES 23-C,23-D AND 23-E OF THE WELD COUNTY ( I CODE.ADDITIONAL SIGNAGE WILL BE INCLUDED WITHIN THE SITE AS NEEDED PER NATIONAL ELECTRICAL CODE. SECTION 10,TOWNSHIP 3 1 NORTH,RANGE 66 STARLILY COUNT Y,TY,CO 80651 cOU,-104.772°, SOLAR LLC — PHOTOVOLTAIC POWER PLANT SUNSHARE COMMUNITY 0 ND DESCMPTION "ATE • SOLAR / SIGNS M..MS:SS P.M.MR.:SS on[:00/22/2023 RW.IM. CHECKED BC CE SCRA.AS SNOW DRAW.NO. s SHEET - 6 OF 9 (S-6) 3�i"~ in MAJOR AMENDMENT TO USE BY SPECIAL REVIEW-1MJUSR24-20-0011 SECTION 10,TOWNSHIP 3 NORTH,RANGE 86 WEST OF THE 6TH P.M. COUNTY OF WELD,STATE OF COLORADO DESIGN • ENGINEERING GENERAL CIVIL NOTES: 31. FILL MATERIAL TYPES SHALL BE IN ACCORDANCE WITH STRUCTURAL FILL TYPES LISTED IN THE GEOTECH 75. PUBLIC UTILITY LOCATION SERVICES(COLOMDO TOUCAN BE REACHED BY DIALING 811 OR REPORT. 14806922-1987 OR NY VISITING THEIR REUNITE AT W W W.CDLORAD0B11.OIG. 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE SPECIFICATIONS,COLORADO GENERAL BUILDING 32. PLACE PAL MATERIAL IN MAXIMUM LETS OF LOOSE THICKNESS WHEN USING HAND GUIDED PA..,c.w,s a.IPc L IN CODE,WELD COUNTY ORDINANCE AND THE INTERNATIONAL BUILDING CODE. COMPACTING EQUIPMENT. SURVEY CONTROL KNIT.SHEETS ONLY): 33. PRIOR TO PLACING FILL OR COMPACTING SCARIFIED SOIL IN FOUNDATION AREAS,ALL UNSUITABLE 2. ALL EARTHWORK AND TESTING SHALL ADHERE TO THE RECOMMENDATIONS OF THE GEOTECH REPORT, MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION AREAS.THIS LULL INCLUDE THE REMOVAL O 76. HORIZONTAL COORDINATE SYSTEM:NAD 83,COLORADO NORTH,STATE PLANE SURVEY FEET. PROVIDED BYTERMCON CONSULTANTS,INC PROJECT NO.21165036. ALL VEGETATION NM TOPSOIL.DEBRIS,LOOSE AND DISTURBED SOIL CONTAMINATEDSOR AND OTHER 77. VERTICAL DATUM:NAD 83,FEET. DELETERIOUS MATERIALS THAT MAY EXIST WITHIN THE AREA OF THE PROPOSED CONSTRUCTION. 7s. ANY COORDINATES SHOWN INCML SHEETS ME GROUND COORDINATES. 3. EARTHWORK ON THE SITE SHALL BE OBSERVED AND EVALUATED BY THE GEOTECHNKAL ENGINEER DE 34. IF UNDERGROUND FACILITIES ME ENCOUNTERED DURING SITE CLEARING,CONTRACTOR LULL RECORD IG-OO), IMMEDIATELY NOTIFY C-EOR SO THAT ASOLUTION CAN BE CREATION]PROTECT ARDOR RELOCATE IE) SPECIAL INSPECTIONS: • UTILITY. • •.. SunShare N. THE EVALUATION O EARTHWORK SHALL INCLUDE OBSERVATION AND TESTING O ON-SITE BACAFILL 35. DRY AND LOW-DENSITY SOD STALL BE REMOVED OR WETTED AND COMPACTED INPIACE PRIOR TO 79. SPECIAL INSPECTION AND TESTING FIRM SHALL SUBMIT THE'DEEMING TO THE OWNER AND CEOs: MATERIAL AND OTHER GEOTECHNIUICONDITIONS EXPOSED DURING ROAD IMPROVEMENT PLACING ADDITIONAL FILL OVER THE MATERIAL 79.1. SPECIAL INSPECTION AND TESTING REPORTS FOR THE FOUOVANG AT A MINIMUM: • I T Y CONSTRUCTION AT THE DIRECTION OF THE G-EOR. 36. ORGANIC SOILS SHALL BE LEFT IN PEACE IN NON-SRUCTURALANEAS 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 SMALL PADS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. 5. WHERE DEVIATIONS EXIST BETWEEN THESE SPEOFKATIONS/DESIGN AND THE GEOTEOI 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. M. IN LOCATIONS OF SOIL DISTURBANCE DUE TO EARTHWORK.NATIVE TOPSOIL WILL BE REMOVED, NAVE READIED SUTTMLE MATERIAL 7724GILPIN STREET, STOCKPILED,AND EITHER REPLACED OR SPREAD DIN SITE. 79.1.3. PERIODICCLASSIFICATTON AND TESTING OF COMPACTED FILL MATERIALS. DENVER,CO 8021E 6. NOTES AND DETAILS NOTED AS'TYPICAL,'SHALL BE USED WHENEVER APPLICABLE.SPECIFIC DETAILS AND 79.1.4. CONTINUOUS VERIFICATION O THE USE OF PROPER MATERIALS,DENSITIES,AND LIFT THICKNESS NOTES TAKE PRECEDENCE OVER TYPICAL DETAILS AND NOTES. SITE ACCESS ROADS: DURING PIACFMEM AND COMPACTION OF COMPACTED STRUCTURAL FILL. 79.1.5. PERIODIC INSPECTION OP SUBGMOE,PRIOR TO PLACEMENT O COMPACTED FILL,TO VERIFY ( 7. DRAWINGS,SPECIFICATIONS,DETAILS,AND NOTES DEPICTED IN THIS DESIGN REPRESENT THE FINISHED 39. IN AREAS WHERE ROAD CROSSINGS OCCUR OVER AN EXISTING UTIITY OR FLOWLJNE REM-MCGEE SMALL THAT EXCAVATION SITE WAS BEEN PREPARED PROPERLY. PRODUCT AND DO NOT INDICATE THE MEANS,METHODS,PROCEDURES,OR SEQUENCE OF BE CONTACTED 10-DAYS PRIOR TO EARTHWORK CONSTRUCTION UNLESS SPECIFICALLY NOTED. 40, SURFACE COURSE SHALL HAVE A MINIMUM COMPACTED THICRNESS OF IC OF CRUSHED ANGULAR SUBMITTALS: AGGREGATE. 8. CHANGES OR DEVIATIONS FROM THE DRAWINGS,SPECIFICATIONS,DETAILS,AND NOTES DEPICTED IN 41. REQAMED ASPHALT PAVEMENT(RAP(LULL BE USED AS THE TOP 2'O ANY ROAD,MODIFIED TO 80. CONTRACTOR SHALL SUMMIT CUT SHEETS AND DETAILS FOR THE FOLLOWING TO THE OWNER AND C-EOR 68414 ME DESIGN ARE NOT ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CIVIL ENGINEER DE CONTAIN 10%-25%TUNES,COMPACTED AND GRADED TO MEET COOTSPEOFKATIONS FOR A CLASS 5 OR FOR REVIEW PRIOR TO PLACEMENT: RECOHD(C-EOR). 6AGGREGATE. 80.1. PERIMETER FENCE 42. SURFACE COURSE THKKYFR SHALL BE MEASURED AFTER FULL COMPACTION AND CONSTRUCTED 80.2. FILL AND/OR STRUCTURAL FILL MATERIALS AND EQUIPMENT PAD EXCAVATION FILL MATERIALS 9. CONTRACTOR IS RESPONSIBLE FOR fAMI AROING THEMSELVES WITH THE DESIGN DRAWINGS,REPORTS, DIRECTLY ABOVE Sr MOISTURE CONDITIONED,AND COMPACTED NATIVE SOIL 80.3. CONCRETE MIX DESIGNS AND SITE. 43. MICA RAC ING ACING SURFACE COURSE,GEOTEFABRIC.LE FABRIC.OR COMPACTING SCARIFIED SOILS IN ROAD 80A. SEED MD DESIGNS op �r EXCAVATIONS,ALL UNSUITABLE MATERIAL SHALL BE REMOVED.THIS SHALL INCLUDE THE REMOVAL OF SOS. SOIL AMENDMENT MIX DESIGN FOR RAIN GARDENS 10. CONTRACTOR IS SOLELY RESPONSIBLE FOR DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR ALL VEGETATION AND TOPSOIL,DEBRIS,LOOSE AND DISTURBED SOIL.CONTAMINATED SOIL AND OTHER ---- INDIRECTLYFROMCONTRACTORS MUTTONS,REGARDLESS OF WHETHER THOSE FACILITIES ARE DELETERIOUS MATERIALS TWAT MAY EXIST WITHIN THE AREA OF THE PROPOSED ROADWAY ALTERNATIVES: DEPICTED ON THESE PLANS. CONSTHACTIONNIOR TOPIACNNG FRE.SCARIFY(OR TILL)WET AND COMPACT NATIVE SMEAR i - N MATERIAL TO IT DEPTH MINIMUM BEFORE ADDING AGGREGATE SURFACE COURSE. 81. THEC4OU WILL CONSIDER ALTERNATIVES FOR MATERIALS AND PROCEDURES.HOWEVER,IT IS THE STAR LILY 11. CONTRACTOR SHALL ADHERE TO ALL FEDERAL,STATE,AND LOCAL WET(REGULATIONS. M. NATIVE SUBBASE MATERIAL SMALL BE COMPACTED TO 95%MAXIMUM DRY DENSITY(MOD)PER ASTM CONTRACTORS RESPONSIBILITY TO DEMONSTRATE THAT ALL ALTERNATIVES ARE EQUAL IN STRENGTH, /� 0698,d TO 3%OPTIMUM MOISTURE CONTENT. PERFORMANCE AND DUMBLUTY TO THE MATERIALS OR PROCEDURES SPECIFIED IN THE DESIGN. SOLAR LLIJ 12. CONTRACTOR SHALL ENACT MEASURES TO PROTECTTN AND SAIEGUMD WORKERS AND PUBLIC FROM 45. AGGREGATE SURFACE COURSE SHALL BE COMPACTED TO 9S%MDO PER ASTM D WRITTEN AN 1557,0 TO 2%OPTIMUM 82. TTEN APPROVAL BY THE C-EOR SHALL BE REQUIRED PRIOR TO USING ALTERNATIVE. INJURY WRING CONSTRUCTION. MOISTURE CONTENT. CONSIDERATION O ANY ALTERNATIVE SHALL NOT BE DEEMED TO IMPLY ADVANCE ACCEPTANCE BY THE 46. GEOFAIRK SHALL CONSIST O IP270 OR EQUM'UNT. C-EOR.THE C-EOR RESERVES THE RIGHT TO REJECT ANY ALTERNATIVE. 13. CONTRACTOR SHALL MAINTAIN THE MOB SITE IN AN ORDERLY,CLEAN MANNER THROUGHOUT THE 47. SITE ACCESS ROADWAYS SHALL BE CONSTRUCTED AT GRADE WITH A VERTICAL TOLERANCE OF F/-2'. COURSE OF THE WORK. 48. POSITIVE DRAINAGE SHALL BE MAINTAINED ACROSS THE SITE. MATERIAL SPECIFICATIONS 5.0 M W AC 49. ON-SIN ROADWAY SLOPES SHALL NOT EXCEED S%. 14. CONTRACTOR SHALL NOT BLOCK LEGAL ENTRANCES OR EXITS. 83. CODOT AGGREGATE BASE COURSE 15. CONTMRORSNALL COMPLY WITH ALL OWNER PROVIDED CONTRACfUALSPECIFICATIONS. TEMPORARYUYDOWNAREAS(FNEEDED): TAM7054 6.5 MWDC CLASSIFICATION FOR AGGREGATE SASE COUPE SOLAR PROJECT 1 16. CONTRACT OR LIAR LEAVE THE WORK AREA CLEAN AND FREE OF DEBRIS AND TRASH AT THE END OF 'SE' IF ACCORDANCE STH S-U THROUGHTH 54SED,EROSION AND SEDIMENT COIROLSNALLBE PLACED IN ACCORDANCE WITHS32 ILSlS. o EACH DAY. Si. TEMPORARY UYDOVN AREAS WILL BE CLEARED AM GRUBBED ONLY IF NECESSARY. 52. SCARIFY(OR TILL)NATIVE MATERIAL TO A DEPTH OF 12'AND RECOMPACT. �C?..1��=� 17. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. 53. PROOF LOADED ROLL COMPACTED SUB BASE NATIVE MATERIAL USING A LOADED TANDEM AXLE TRUCK. 18. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONSTRUCTION SURVEYING MONUMENTS AND• M. COMPACTION SNAIL DEEMED ADEQUATE WHEN PROOF ROLL INDICATES I.0111FSS DEFLECTION. STARES SET RTHE OWNER.MORPROTY DEVIATIONS FROM EXISTING GRADES RLIOWNON THE SHAL! 55. COVER TEMPORARY UYDOWNMG WITH A'MIN.DEPTH OF ROAD FINW1ROCK,IFNECESSARY. �•1♦I♦0_�_ _ BE IMMEDIATELY REPORTED TO THE OWNER AND C-EOR. 56. TEMPORARY UYDOWN AREAS SHALL BE REMOVED AND MITIGATED TO PRE-CONSTRUCTION GRADE BY SCARIFYING OR TILLING. 1:=IMEI0-_--_- 19. CONRA[T011 S/WLVERIfl ALL DNANLONSANDMATERULOUANTOESPRIOII To CONSTRUCTION. 57. FINAL STARMDATION OF TEMPORARY UYDOWN AREAS SHALL BE IN ACCORDANCE WITH SI2 TROUGH SECTION 10,TOWNSHIP 3 9 M117ERIALQIMNTITIESLISTEDIMTHECMlOESIGNAREAPPROIMATE. ®' ��MD0�� NORTH,RANGE 66 O 20. CONTRACT OR SHALL CONTACT ANADARKO PATROLEUM CORPORATION,PRIOR TOPLACINGROADWAY CLEARING AND GRUNNIG: _--©_®_ WELD COUNTY,CO 80651 OR EARTHWORK WITHIN 2 FEET O AN AREA DICTATED ASAP EASEMENT CORRIDOR,EXISTING UTILITY SE SITE-WIDE STORMWATER MANAGEMENT IS BASED ON THE PRESERVATION O EXISTING VEGETATION OR FLOWUNE. ROOT SIRUCT INES ■A.,., J1��pp (40.244°,-104.7721 23. ANADARKO PATROLEUM CORPORATION(,APC)SHALL BE CONTACTED 3 BUSINESS DAYS BEFORE 59. GRUNTING SHALL ONLY BE PERFORMED IN AREAS OF ROAD INSTALLATION AND WHORE NECESSARY FOR s, COMMENCEMENT OF EARTHWORK IN TIE STATED AREAS.A REPRESENTATIVE DE APC WILL ASSESS ELECTRICAL EQUIPMENT INSTALLATION.GRUBBING MALL NOT BE PERFORMED ON A MASS SCALE ACROSS NW pm*of GAR a• N _-A.. THE THE. ♦< ACTUAL DEPTHSTTIME. IONSO UTILITIES.A[HANGE IN DEPTH OF THE EXISTING UTILITY WILT.BE 60. MISNER THATTKONOTHEDEWiOTHATTHERE OF EXOTHESRBEMOWED OR YIPPED IRA ASSESSED ATl AT TIME. AUNRERiHATLPRESERVES DEFINDA THE REMOVAL O DEEXISTINGRABOV VEGETATION. SEEDING: 61. CLEARINGGRUNTING SHALL BE DEFINE AS THE REMOVAORANTSATORA80VE THE GRO . 22. REQUESTS FOR THEE-EUTION(RFIOFW CLARIFICATION OF THE INTENT O THE DESIGNMENTTHT S 62. GRUBBLNG STALL BE DEFINED AS THE REMOVALOFROOTS BENEATH THE GROUND SURFACE. BE. SEEDING WILL BE DONE POST CONSTRUCTIONAS AND ENCOMPASS GRASS UNED SWALES•RNNGMDENS, g SUECAITTED TO THE C40R,CFN SHALL INCLUDEA DETAILED WRITTEN STATEMENT THATOFT INDICATES THEAND FENGEMMY AREA AS WELL AS TOTHEFULL LIMIT OF DISTURBANCE WHERE APPLICABLE. SPECIFIC DRAWINGS OR SPECIFICATIONS IN NRED OF ONDINWGTION AND THE NATURE OF THE TEMPORARY SOIL STOCKPILING: CLARIFICATION REQUIRED.THE CEDERS ALL RESPOND IN WRONG AND ISSUE CLARIFICATIONS AS NECESSARY.RESPONSES TO EPA DO NOT CONSTITUTE APPROVED DESIGNCHANGES. 63. EXCAVATED TOPSOIL SNAIL BE REPTSEPARATE FROM OTHER STOCKPILED MATERIAL FOR REUSE IN AREAS SEEDING RATES AND PLANTING REQUIREMENTS ARE INCLUDED ON SHEET S). REQUIRING TOPSOIL 0 IBBUE FOR PENNI 11IYNRS J 23. IF CULTURAL RESOURCES ARE LOCATED STOCKPILED*.CONSTRUCTION'ARCHEOLOGICAL FINDINGS 64. EXCAVATED SOILS SHALE ONLY BE STOCPILED TEMPORARY LAYOOWN AREAS. 8 UNEARTHED),WORK SOUL STOP IN THAT AREA AND TER CONTRACTOR SHALL IMMEDIATELY NOTIFY 65. EXCAVATED SOILS SHALL BE REUSED ON-SITE. IIEV NO DESCRIPTION 05R PROTECT MANAGEMENT. 66. REUSE O EXCAVATED SOIL ON-SITE LULL BE PLACE SUCH THAT SITE HYDROLOGY IS NOT ALTERED. 67. EXCAVATED SOIL REUSE LOCATIONS SHALL BE PROVIDED TO THE C4011 FOR APPROVAL M. EROSION AND SEDIMENT CONTROLS FOR TEMPORARY STOCKPILES SHALL RE IN ACCORDANCE WITH S-I2 SMUT NNE2A. OWNERS LONG TERM VEGETATION MANAGEMENT UTIU7E5 SHEEP GRAZING,WITH MECHANICAL SUPPORT AS NEEDED.AS SUOI ANY SEED MIX ALTERNATIVE SHOULD BE GRAZING COMPATIBLE. TNROIIGII S-15. BO 25. POST CONSTRUCTION,CONTRACTOR SHOULD SUMMIT A CML MAINTENANCE PM,DEFINING ALL GRADING: CIVIL NOTES D NECESSARY DEVIL MAINTENANCE NEEDS AND ONGOING VEGETATION ESTABLISHMENT NEEDS TO SLK1'FSSFULLY STARED°SOILS LONG TERM AND PRESERVE THE CIVIL INSTALL 69. MASS GRADING ACROSS THE SITE LULL NOT BE PERFORMED. 70. MINOR AMOUNTS OF GUAONG MAY BE REQUIRED TO MAINTAIN PIER HEIGHT TOLERANCES AND ARE U EARTHWORK INDICATED ON SHEETS30 THROUGHS.I6. 71. GRADING SHALL NOT BE PERFORMED IN EXCLUSION ZONES. PRw.M,ss P801.ENGA.:SS EAR:XR/AA/X97A 26. COMPACTION STANDARD FOR NATIVE,SCARIFIED,AND RE-COMPACTED SUIGRADES SHALL BE 95%BY 72. ADOTIONALGMONG AREAS THAT ME NOT DEPICTED ON SHEETC-20A SHALL BE EVALUATED ON A CASE ASTIR 069M. BY CASE BABAS NEEDED. MAIN R.So ON.IN:SR SNELL AS SNOW 27. COMPACTION STANDARD FOR STRUCTURAL FILL BENEATH FOUNDATIONS,LAPS ON GRADE,AND SITE N. ACCEMOISSS ROADS CONTENT OFBE 9S%MVD SOILS NY ASTIR D15557 M DIFIIED PROCTOR TOR NY D1%TOy%OPTIMUM GRASS SWALES AND MINMRDENS: IMRN01ro. H MOISTURE CONTENT AS DETERMINED IN ASTM D1557(MOOINED PROCTOR DRY DENSTY)AT THE TIME 73. GRASS SWALES AND MINGMOEN55MILBE INSTALLED AT THE END OF ARRAY CONSTRUCTION TO SHEET- 7 OF 9 a O AUGMENT AND COMPACTION. MINIMIZE COMPACTION AND SEDIMENTATION. 29. MOISTURECONTENT O COMFSNINLESS SOILS(WADI TO BE COMPACTED SHALL BE-3%T042% ill 71 OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM 01557(MODIFIED PROCTOR DRY DENSITY)AT UTILITY LOCATE: (S-" /THE TIME OF PLACEMENT AND COMPACTION. 30. NACE FILL MATERIAL IN MAXIMUM LIFTS OF 9'LOOSE THICKNESS WHEN USING SELF PROPELLED HEAVY 74. PRIOR TO CONSTRUCTION CONTRACTOR MAIL CONTACT UTIUTY LOCATION SERVICES TO LOCATE ALL COMPACTORS. PUBUC AND PRIVATE UTRITES. ik'irnittuoi xirbwuun FIRST MAJOR AMENDMENT TO USE BY SPECIAL REVIEW- 1MJUSR24-20-0011 _.._- SECTION 10,TOWNSHIP 3 NORTH,RANGE 66 WEST OF THE 6TH P.M. •- COUNTY OF WELD,STATE OF COLORADO + 0, o OESION - ENGINEERING 2 mow. ...__ ._ -� .__ / -. — ..—_- _ -- GENERAL NOTES , >... p� \\ _ \ 1. OVERALL PROJECT BNIE AREA.2Eq ACRES /- . 0 l \ 1 - \ 2. OISUISED AREA.0.47 ACRES / ,;• 1 I 1 \ r.3� czel I 1,1 \ 3. DISTURBED AREAS INCLUDE:GRADING,EXCAVATION,PILE, I 1 IV ` // ROADWORK AND EQUPMENT PADS" / I II a F. BITE PREPARATION INCLUDES CLEARING/GRUBBING,MINOR GRAORNG, 11 I 1 I , i \ COMPACTOR.MOWING OF VEGETATION,AND REBTABRIZATION OF DISTURBED AREAS. ESQ • I• I' II % ' ' /I 1 -- \ S. TOPSOL SHALL NOT BE RFAgV®FROM,HE PROJECT SITE OR BOLD •• • SunShare�i {{• � , III , UNLESS REMOVK OF EXCESS BCE SAPNgVED BY THE NY. R ITT .JI 1 1 ( ` 1 I B. EXCESS TOPSOIL SHALL BE SPREAD ONSITE SO AS TO PROVIDE SIX • I; I I I INCHES OF COMER ORNS/MIYEIOSTING ON THE SITE OR AMINMUM IIICN 1 ` -,I I 1 OF FOUR NUIESDFCO/ERF THE ORIGINAL COVER WAS LESS. 1724 GILPIN STREET. p / e .I I T. IF REMOVAL OF EBCEBS TOPSOIL IS REOURED IT MIST SE 3 \ -- I A._ I cooIR1NATEDANo MEET oEBc REaMEGEN,9. \ DENVER,CO 80218 \ III , i p;/ I !, I_ I j `\ S. PROJECT 817E BIVAU SE STASgJffDBY SEEDING AND/OR SODDING -N �� I --- _._I ..� S. ADDITIONAL VEGETATION MAY NEED TO BE REMOVED PRIOR TO / -, 1 CONSTRUCTION.AREAS THAT ARE NOT CLE.ARED/GMSBED SNARL BE 1 \ y1 MOWED roAYNIAUM OF THREE INCHES. IK \ ;III WS1\I\ / , I \ 1 - I } •- / 10.CONTRACTOR RESPONSIBLE FOR PRESERVATION OF EXISTING O/ {I /p/ \ \ - I 1 / PRACTICABLE. CIEMEDI3RUBBEDO AIMED,TO TIE EXTENT f l SARI{ _.-- IY� MI_..0 ` - I It ., • // 11. VEGETATION REMOVAL.SHALL ONLY OCCUR WITHIN TIE PROJECT \ I 7p \ BOUNDARY. '�F EI..- I \• '� `,. ,-_ "' 12 CONTRACTOR TO RBADVE ONLY VEGETATION TA/ICII SOUL BE S DESIGNATED OVINE OWNES REPRESENTATIVE FOR REMOVAL AND 'III pi ,T .'' I I SHALL DEMISE CARE AROUND EXISTING VEGETATION BE SAVED. / I ^ \ - p_.\ N �S00 SETBACK CONSTRUCTION FENCING MAY BE INSTALLED TO PROTECT AREAS '.IJ, .�NI + \ J FROM RESIDENCE THAT ARE NOT TO BE DSRISED. / • L. I._ '-.•,� RE��'SE , . \ 1 Q I 13.BURNING OF DEBPoB&WLNOT OCCUR WITHOUT STAR LILY i I I ";I�,; "'''r` 4 ._ .__ 1 PERMITS AND/OR NU AND OWNER APPROVAL • �.�� I T {.FNALAITSECATION SHALL BE ACHIEVED WHEN A UNIFORM SOLAR LLC I VEGETATIVE COVER WITH AN NDNDUAL PLANT DENSITY OF AT LEAST -- __ .II, \ I- TOIL OF PRE DISTURBANCE LEVELS,OR EOUNA ENT PERMANENT \ / �i A I PHYSICAL EROSION REDUCTION METHODS HAVE BEEN EMPLOYED IN • / - \ \ I 1.1 ALL AREAS OF DISTURBED GROUND" 5.O MWAC �- ,I I \ \ ) I - E , IS THESE ORAWWOS ARE NOT TO BE USED FOR SURVEY OR RYE �N ^ OECLOCATION. -�=Y, iti 18.TRAFFIC TO BE TWO WAY AS NEEDED,HAMMEREADTOBEUSEDAS 6.5 MWDC I II I II�II ' I I TURN MOUD.NO CIRCUIT ROAD ISDESIGNAT THIS TME. SOLAR PROJECT 5 I `I -I \\\ 'h , _ _ i LEGEND 4 I 11`'I1 I 111 , ; .MaOUI,AAC�RIpY RR nNDa,E,A.D,eIAwY,FR OMENS • _ i 'IE FIAONSELUYTM OSE SECTION 10,TOWNSHIP 3 ilj[. + R3 a eae fA"`""� °"' NORTH,RANGE 66 -� I 1 . SOME® SO rNAaa A. WELD COUNTY,CO 80651 \ _ jii \, *�. IDOBTINGCCMNTGIRfTYP) - -- 3aIIu1cY (40.244°,-104.772°) II £E.r j1 T �! l J wNCJETEMO ♦ / J� .. •L [-—_--J g \ - .x ® ,F..................:„..„..... N V I. .'.� I• I PIVOT FONT 55 I 111111' w.ME SOL NM MOW UNE ill -4 ,RAFRC PLOW MIAOW • NNy Tp Ht'1k.' _ 1 mITOINIpa 0 ISSUE FOR PERMIT 11/21/25 .r ,..... .e C. COOT C C I II IREV.10 DESCRIPTION DATE - I I II .... -. _ NURSER SOIL TYPES HYDROLOGIC �� . 0SOL GROUP ttk "�-" I II 44 OUIEY LOAMY BNID.1ro3PBICER SLOPES B b OLNEY LOAMY SAND,3 TO S PERCENT SLOPES B E I -- J1 ..,�. OVERALL CIVIL SITE PLAN TO MEW BAND,3 roB PERCENT SLOPES A I,'.I 1 (' .. - -L- -L • _ - 72 VOUIDAMY SAND.O TO 3 PERCENT SLOPES A I 1 'TR ..-. - IMPORT DATA FROM 1 O 1' . -- USDA.NATURAL RESOURCES CONSERVATION SERVICE PAW.MM.:SS PROD.[POI:SS OM aE/xym21 R� •-- -� MELD COUNTY.COLORADO • - u I ..le. I Oft.B„U 1 pELNID R.OS SCALE AS W. I SHEET - 80F9 r11111 I I 1 O'JEFWL CALL BITE PAN (S-8) ki nisu(wn FIRST MAJOR AMENDMENT TO USE BY SPECIAL REVIEW-1 MJUSR24-20-0011 SECTION 10,TOWNSHIP 3 NORTH,RANGE 66 WEST OF THE 6TH P.M. COUNTY OF WELD,STATE OF COLORADO y .0 ;_ ` , 0 ` _-__- DESIGN - ENGINEERING EROSION AND SEDIMENT CONTROL NOTES: PERIMETER CONTROL BMPP: ALL EROSION AND SEDIMENT CONTROL WORK AND IMPS SMALL ADHERE TO THE FOLLOWING OWG DOCUMENTS: 30.PERIMETER CONTROL DRAPE SHALL BE CONSTRUCTED BEFORE UP-SLOPE GROUND COVER IS REMOVED. ....w..<.,w.-..ar 1. COLORADO DEPARTMENT OF HEALTH AND ENVIRONMENT CONSTRUCTION GENERAL PERMIT(CUP)NO. 31.CLEARING,GRUBBING,AND STUMPING CAN OCCUR BEFORE SILT FENCE INSTALLATION IF GROUND COR 100000 COVER IS REMOVED. 2. WELD COUNTY GENERAL ORDINANCE. 32.ALL PERIMETER CONTROL IMP&SHALL BE PLACED AS CLOSE TO THE CONTOUR AS POSSIBLE SO THAT WATER WILL NOT CONCENTRATE AT LOW POINTS AND SO THAT SMALL SWALES OR DEPRESSIONS THAT 3. WELD COUNTY CONSTRUCTION AND ENGINEERING GUIDEUNES. MAY CARRY SMALL CONCENTRATED FLOWS TO THE PERIMETER CONTROL IMP ARE DISSIPATED ALONG SunShare ITS LENGTH. *1"K, 4. URBAN STORM DRAINAGE CRITERIA MANUAL(USDCM VOLUME 3 LATEST EDITION),PUBLISHED BY THE TUTS MILE HIGH FLOOD DISTRICT. 33.ENDS OF PERIMETER CONTROL BMPS SHALL BE BROUGHT UP-SLOPE SUGNTLY SO THAT WATER PONDING WILL BE PREVENTED FROM FLOWING MOUND THE IMP, S. ALL WORK SHALL COMPLY WITH THE CONDITIONS Of THE PERMITS OBTAINED FOR THE PROJECT AND ALL FEDERAL,STATE,AND LOCAL REGULATIONS. 34.IF USED BENEATH A SLOPE,SILT FENCE SHOULD BE A MINIMUM OF 10 FEET FROM THE TOE OF THE 1724 GILPIN STREET, STANDARD STABILIZATION NOTES: SLOB DENVER,CO 80218 35.SILT FENCE SHALL BE TRENCHED IN.THE TRENCH SHALL BE MADE WITH A TRENCHER,CARLE LAYING I FOLLOWING INITIAL SOIL DISTURBANCE OR RE-DISTURBANCE,PERMANENT OR TEMPORARY MACHINE,SLICING MACHINE,OR OTHER SUITABLE DEVICE THAT WILL ENSURE AN ADEQUATELY / 1 STABILIZATION MUST BE COMPLETED IN ACCORDANCE WITH THE SWMP. UNIFORM TRENCH DEPTH. T. ALL STABILIZED AREAS SHALL BE INSPECTED BY A CERTIFIED SWMP INSPECTOR. 36.WHERE 2 SECTIONS OF PREFABRICATED SILT FENCE ARE COMBINED INTO ONE RUN,THE END POSTS ,SHALL BE CONNECTED TOGETHER,NOT SIMPLY OVERLAPPED. Ew' TYPICAL CONSTRUCTION SEQUENCE: 32.SILT HENCE SHALL ALLOW RUNOFF TO PASS ONLY AS DIFFUSE FLOW THROUGH THE GEOTEXTILE.IN ' 58414 F: B. INSTALLSTABIUZED CONSTRUCTION ENTRANCE. RUNOFF FLOW,ONE OF THE FOLLOWING SHALL BE PERFORMED,AS APPROPRIATE: }CIE' p�'y� 9. CLEAR(GRUB LF NECESSARY)SITE FOR PERIMETER EROSION AND SEDIMENT CONTROLS(BMP'S)ONLY. 32.1. ANADDITONAL RUN OF SILTRACED FENCE SHALL BE ACED UPSTREAM : N". 32.2. THE LAYOUT OF THE SILT FENCE SMALL BE CHANGED VW ,Am+ S0.INSTALL TEMPORARY PERIMETER BMPs. 323. ACCUMULATED SEDIMENT STALL BE REMOVED 32.1. OTHER PRACTICES SHALL BE IMPLEMENTED. f 11.ROUGH GRADE ROADS)AND LAYDOWN/MATERW STORAGE AREA IMPORTING MATERIAL AS - NECESSARY FROM ON-SITE OR OFF-SITE SOURCE PER PROPOSED GRADES PROVIDED TO CREATE OR 33.SEDIMENT DEPOSITS SMALL BE REMOVED WHEN THE DEPOSIT REACHES APPROXIMATELY ONE AWE O MAINTAIN POSITIVE DRAINAGE. THE HEIGHT OF THE SILT FENCE. r STAR L I LY 1 12.INSTALL STABILIZED CONSTRUCTION ROADS. 34.ALL STOCKPILES SHALL BE ENCIRCLED WITH AN APPROPRIATE BMP SUCH AS SILT FENCE,FIBER ROLL,OR SEDIMENT LOGS. SOLAR LLC 12.1. STABILIZED CONSTRUCTION ROADS ARE CONSIDERED A BMP.IT ISTHE INTENT OF THE DESIGN THAT STABILIZED CONSTRUCTION ROADS ARE INSTALLED PRIOR TO GRADING,ARMY CONSTRUCTION. 35.SILT FENCE FABRIC SHALL MEET THE FOLLOWING SPECIFICATIONS: AND EQUIPMENT PAD CONSTRUCTION. 35.1. MINIMUM TENSILE STENGTH-120LOS(ASTMD•632) 5.0 MWAC 13.CONSTRUCT THE SOLAR PUNT. 35.3. MAXIMUM PLLO�NGATIONT AT 60 LS SO11B5.((ASIM D 63) 3) 14.PERFORM TEMPORARY STABILIZATION SEEDING OF DISTURBED AREAS IF REQUIRED. 335.4.5.5. APPARENT TEAR OPENING STRENGTH SIZE DWAM(ASTM D4533) 3)) 6.5 M W D C A IS.CONSTRUCT PERMANENTBMPs. 35.6. MINIMUM PERMNTNITY•1X1O2SEC-1(ASTMD4491)35.7. WATER FLOWSOLAR PROJECT 16.STABILIZE ALL REMAINING DISTURBED MEAN WITH PERMANENT VEGETATION OR SITE SPECIFIC RATE 15GAUN FT. VEGETATION AS NOTED INCLUDING TOP SOIUNG,FERTILIZING,AND MULCHING,I REQUIRED. 35.8. UV EXPOSURE STRENGTH RETENTTIONION•TI11s(ASIM W35S) 5.ALL PERIMETER CONTROL IMPS SHALL BE REMOVED FOLLOWING FINAL STABILIZATION OF THE SITE AND 17.REMOVE CONSTRUCTION ENTRANCE,COMPLETE FINAL GRADE AND RESTORATION OF GRAVEL SUBMISSION OF NOTICE OF TERMINATION TO COLORADO DPHE. ENTRANCE. M.STABIUZATION OF ALL AREAS DISTURBED NY REMOVAL OF BMP'S WILL BE PERFORMED PRIOR TO FINAL STORMWATER CONTROL BMh(PERMANENT). • INSPECTION. 37.PERMANENT STORMWATER CONTROL IMPS INCLUDE GRASS UNED SWALES AND RNNGARDENS. 19.ALLMAINIENANCFOFTHENNAISREANDPERMANENTBMYSSHALLBLCONIR(NIEDBYSTEOWNER. 38.PERMANENT STORM R WATCONTROLIMPLOCATIONSANDCONSTRUCTIONREQUIREMENTSAND SECTION 10,TOWNSHIP 3 DETAILS ME INCLUDED ON G&D SHEETS(GRD-200,G&D-201,GILD-202,GAD W 203,AND D-300). H 20.I THE SEQUENCE OF CONSTRUCTION AND BMP INSTALLATION IS MODIFIED BY THE CONTRACTOR.THE SEEDING: NORTH,RANGE 66 CONTRACTOR SHALL SUBMIT TO THE ENGINEER THESE CORRECTIONS TO UPDATE THE GRADING, WELD COUNTY,CO 80651 EROSION AND SEDIMENT CONTROL PLAN.THE SWMP DESIGNER SHALL UPDATE THE SWMP.THESE 39,SEEDING WILL BE DONE POST CONSTRUCTION AND ENCOMPASS THE ENTIRETY OF THE FENCED AREA, 0 CHANGES SHALL BE APPROVED BY THE AM PRIOR TO IMPLEMENTATION. SWALES,RAINGARDENS,AND ANYWHERE SOIL IS DISTURBED INCLUDING 1Y BEYOND PERIMETER FENCE. (40 244`,-104.772°) INSPECTIONS AND MAINTENANCE OF EROSION B SEDIMENT CONTROL BRAYS(TEMPORARY): 40.SEEDING SHOULD BE PERFORMED WFTH A NO-TILL SEED DRILL OR EQUNALENT IN THE ARRAY AREA. 41.IN AREAS THAT CANNOT RE SEEDED WITH A DRILL,HAND SPREADING OR NYDROSEEUING MAY BE t PERFORMER. 21.THE DESIGNATED SWMP INSPECTOR SMALL INSPECT ALL DISCHARGE PORTS,DISTURBED AREAS, 42.GRASS UNED SWALES SHOULD BE ROTOTRIED,SEEDED BY HAND,AND COVERED WITH A MULCH UNTIL MATERIAL STORAGE MEA,STRUCTURAL CONTROLS AND CONSTRUCTION ENTRANCES/EXITS IN SEED HAS GERMINATED AND SPROUTED. ACCORDANCE WITH THE APPROVED SWMP.ALL OBSERVATIONS AND INCIDENTS OF NONCOMPLIANCE, CORRECTIVE ACTIONS,AND MAINTENANCE SHALL BF RECORDED IN THE SWMP INSPECTION REPORT. ARMY AREA SEED MIX: i22.INSPECTIONS Of BMPY SHALL BE DOCUMENTED AND SIGNED BY THE CERTIFIED SWMP INSPECTOR AND 43.ALL DISTURBED AREAS AND AREAS RECEMNG EXCESS SOIL ME TO BE SEEDED PER SECTION PROVIDED TO PROJECT MANAGEMENT AND CONTRACTOR. EC-2.TEMPORARY AND PERMANENT SEEDING(TS/PS)AND FO,OW THE WELD COUNTY GUIDANCE FOR 23.IF IMP INSPECTION REPORTS DO NOT IDENTIFY INCIDENCES OF NON-COMPUA NCE,THE BMP RESEEDING PER THE WELD COUNTY MS/POLLUTION PREVENTION PUN MANIMISEE SHEETS7 FOR ROUE FOR PERMIT11MC16 DATE INSPECTION REPORT SHALL CONTAIN A CERTIFICATION THAT THE FAOLTY D IN COMPUANCE WITH THE SEED MIX. REV NO DESCRIPTION N.SEEDING WILL BE DONE POST CONSTRUCTION AND ENCOMPASS THE ENTIRETY OF THE FENCED AREA, CGP AND THE SWMP. AND ANYWHERE SOIL IS DISTURBED INCLUDING IOC BEYOND PERIMETER FENCE. IS.SEEDING SHOULD BE PERFORMED WITH A HYDROMULCNER OR EQUIVALENT IN THE ARRAY AREA. 24.IF REQUIRED,MAINTENANCE OF BMP'S SHALL BE CONDUCTED BY A CERTIFIED SWMP INSTALLER AND SPILT TIRE. SHALL OCCUR WITHIN 24 HOURS OF THE INSPECTION. g25.IMP'S DETAILED IN ThE EROSION ANOSDDIMENTCONTROL PLANAREONLYANESTIMATEOFWHAT EROSION AND SEDIMENT $3 AREASOFTTHHEPROJECTSITEEWHERE OROPERLYIINSTALLEDBMWSTI AARREINNOT CPO NTROWNNAFLOWOF CONTROL NOTES 3 SEDIMENT OFF-SITE,IT IS THE CONTRACTORS OBLKMTION TO IMPLEMENT COST EFFECTIVE/PRACTICAL 6 BUYS WHILE GRADING AND CONSTRUCTION ACTMTIES ARE OCCURRING. g 26.EROSION AND SEDIMENT CONTROL DRAWINGS ME SUBJECT TO ADDITIONAL.NEW AND ALTERNATIVE PREP.SIGR.SS TEAS BIER WE.E.EP/22/292T BMP'S WHEN REQUESTED OR APPROVED BY THE ENGINEER,CERTIFIED SWMP INSPECTOR,OR NIL WWI PC S, DEEM>BY 09 SCALE.AS STIR), 88 27.IT IS THE RESPONSIBILITY OF THE CERTIFIED SWMP INSPECTOR TO IDENTIFY ALL INCIDENTS OF GRIIRNG NO. NONCOMPIANCE,CORRECTIVE ACTIONS,AND MAINTENANCE AND ENSURE THAT PROJECT c k MANAGEMENT IS ALERTED TO ALL ISSUES. SHEET - 9 OF 9 5 1111 28.SEDIMENT SHALL BE REMOVED WITHIN 24 HOURS OF SEDIMENT REACHING 1/3 HEIGHT OF PERIMETER / \ 2 IMPP. \5-Q 1 29.SEDIMENT TRACKED OFF-SITE FROM CONSTRUCTION TRAFFIC SHALL BE REMOVED FROM PAVED ` vv/ SURFACES WITHIN 24 HOURS OF DISCOVERY. Ism_R�II� Hello