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B 1 -'- '- CONFIGURATKIN PROJECTAREA 1 HIGH 132 ACRES BICYCLE - _ 20' '-- JOT - - ♦ ]3 LEGEND SET8AOK$ �"„ FROENT R -0(REP PROVIDED:-:�'% .. r20.0' ♦ .,. ' --- ---outf RwafER ROry 1557 �' .,_ M DU TM Row 151 510 25' 25 2S 21 , I ® § ® @ IDp@ ROPERTY E REAR CORNER 2G 25 25 II_� 33 q tl ♦ ya / RRy FlyCF acCEss aO<DMMGi:�H. vuuaxe PARKING .BWlipiNGUEi1 AgEA RATIO 25 UTAcu{ 25 _.. Y9DFD: - c 31I qq L' 6/.y♦sy�.y S3.♦ / FLOOR (COMMERQAL N/A NIA THIS SOLAR THISTLE LLC 3.5 MWAC 3.9 KWDC SOLAR PROJECT SECTION 3, TOWNSHIP 3 NORTH, RANGE 66 WECOUNTY,2% CO651 02 N 66 i - j 9 3 _ _ _ .... / =- PED fEg(R N` ENTIAL n N/A N/A __ MAXIMUM BUILDING HEIGHT N/A N/A " 0 I_ o ' El \\*\ ❑ HOURSTRANSPOF OPERATION NARENCY /A N/A (N)TRANSFORMEgI � ' O - BO' a NUMeEROF EMPLOYEE5 ry/A N/A (N)INVERTEN UN,) ® Z 2' �� .... _- _... INPOR IElOrIC N/A N/A _ IN, EQUIPMENT PAD 11 I I,y a @® g § B 1 182.6' I .- - J --- --- � (E,ovvER POLE M., - / - (NgFENCED - - PRIVACI'SLATS - - _ 1 GENERAL SITE PLAN - - 'R. __0, 7_ _ 9..:____„.„..:_i o _ T � J GATATEIL I/S-/ REFEq TO SRE ENl'RANCE DE _ - - - C:'rf R - LINE (fYP.I / 500'SETBACKFROMJ - - (E)gESIOENCE (TYP:) _ - t . ...WARY 02/2a25 f�V. ND DESCRIPTION DATE SNEBE TR.: GENERAL SITE PLAN S-2 7"=100' ...o - PaD�. Irsa.: ss Iw as/z31z9z3 DRpwN Ov: v EraO In. 9GlE: AS sxOwu NUMBER_ - SOILTYPES OLNEY LOAMY SAND,1T03PEIiCEN1"SLOP6 ID - SIGNAGE PROJECT OPERATOq- - D. SHEET - 2 OF 10 C _ (S-2) - n - OLNEYLOAMYSANO.3T05PEROEMTSLOPE5 VONAIAPMYSAN0.3T06PHVCEMSLOPE5 - OA 08 HIGH VOLTAGE.WMMNGSIGNAGE n. © -. PgOJECiIOCATN]N IMPORT Op.TA FROM - U.S'.DANATURALHESOURCPSCONSERVATIONSERVICE - - WELDCWNN,COLORA00 - - _ -- ---P.- �K a ------ - �'°r i �; ;k �W, mil USE BY SPECIAL REVIEW - USR23-0045 �IINl4AUENr1'hMMIRM�df7i1k7WWiwVuh tllll LOT D RECORDED EXEMPTION, RECX12-0003; BEING PART OF THE S1/2 OF SECTION 3, TOWNSHIP 3 NORTH, RANGE 66 WEST OF THE 6TH P.M., WELD COUNTY, COLORADO TOTAL AREA: 237 ACRES "'.,_.., , I r DESIGN* EN 6IN EERING 74,, AGGREGATE BASE ROADTO BE COMPACTED TO 85%ANDSHPLISE CAPABLE OF SUPPORTING 75,000 LBS. StnShare O-,., 7724 GILPIN STREET, DENVER, CO 80218 �� _ -. GRADE/LEVEL 1: . iii diir ri r sviri iii a✓,iiii , icHiu rr 7r ii, ii �y sins GRADE IEVEt 1O ACCESS ROAD? EI DIMENSIONS THISTLE SOLAR LLC 3.5 MWAC 3.9 KWDC SOLAR PROJECT SECTION 3, TOWNSHIP 3 NORTH, RANGE 66 WELD COUNTY, CO 80651 (40.247°, -104.772°) `� T..0 M .....H 1220 . 2e0 3., AIS..., B.. PITCH Z 20.00 2 , x i \ / n // \\/ �T^\ �\\ U \ a-0 (MIN.) T_ l/ (MA \, a ') - GROUND LEVEL i PV SOLAR TRACKER EIEVATONS FE.V. P PRELIMINARY 02/20125 NO DESCRIPTION DATE SHP1T.. SECTION & DETAILS OZ 53 NHS i y 3 PRW. MGR: 55 PR0J..ExGR.: BS I DAtE: Os/23/2023 ''PAWN .. 5J GiECNEO eT: GB SCaIf: IS SHOWN 0.. x SHEET - 3 OF 10 (S-3) �VI I44RYFlW�I�iI'6W�f�A4�IVPa�A+Nf'SM9''Yrti �I�I USE BY SPECIAL REVIEW - USR23-0045 LOT D RECORDED EXEMPTION, RECX12-0003; BEING PART OF THE S1/2 OF SECTION 3, TOWNSHIP 3 NORTH, RANGE 66 WEST OF THE 6TH P.M., WELD COUNTY, COLORADO TOTAL AREA: 237. ACRES NOTE: 1. FENCII PPLIER SHALL PROVIDE FINAL AND SEALED FENCING DRAWINGS WITH MATERIAL AND SPECIFICATION REQUIREMENTS, 2. A KNOX PAD LOCK WILLBE PLACED ON CHAINED GATE OR KNOX BOX WNH GATE ACCESS KEY' WILL RE MOUNTED ATTWE MAIN BNTRANCC POR FIRE DEPARTMENT ACCESS. OACCESSGATEDETAILS Sd NTS �F r WOOD CORNER, / TERMINAL OR PULL POST Teo DIA MIN. (TYP.) WOOD BRACE POST TBD DIA MIN. (TYP.)\, a GRADE CONCRETE FOOTING TED DIA (TYPJJ 2. 4. 5. 6. 8. 9. 10. 11. 20.0,P.) F567 REQUIREMENTS TO MEET SITE SPECIFIC CONDITIONS. FENCE FABRIC SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A392, CLASS 2. STRENGTH AND PROTECTIVE COATINGS OF ALL FENCE FRAMEWORK SHALL CONFORM TO ASTM F1033. EXTENDED, END, OR PULL POST FOOTING MINIMUM CONCRETE COMPRESSIVE STRENGTH SHALL BE 2,506 PSI MIN. EXTENDED, END, OR PULL POST MINIMUM FOOTING DIAMEIFA SHALL BE FOUR TIMES THE LARGEST CROSS SECTION EACH V POST HEIGHT INCREASE ABOVE a' POST HEIGHT ABOVE GROUND. SWING GATE POST FOOTING DEPTHS AND DIAMETERS SHALL BE DETERMINED BASED ON ASTM F56], TABLE 2 AND ALTERED AS NEEDED BY FENCE CONTRACTOR. IN AREAS WHERE EXISTING FENCES CONFLICT WITH SITE SECURITY FENCE, CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING FENCE. L^ Q WOOD LINE POST TBO DIA. (TYP ) NOTE; 1. EENCING SUPPLIER SHALL PROVIDE FINAL AND SEALED FENCING DRAWINGS WITH MATERIAL AND SPECIFICATION REQUIREMEMS. ' , 2. A KNOX PAD LOCK WILL REPLACED ON CHAINED GATE OR KNOX BOX WITH GATE ACCESS KEYS WILL BE MOUNTED ATTHE MAIN ENTRANCE FOR FIRE DEPARTMENTACCESS. FENCE DETAILS NTS DESIGN ENGINEERING Su Share THISTLE SOLAR LLC 3.5 MWAC 3.9 KWDC SOLAR PROJECT SECTION 3, TOWNSHIP 3 NORTH, RANGE 66 WELD COUNTY, CO 80651 (40.247°, —104.772°) PRELIMINARY DESCRIPTION a22a25 DATE sHEET THE FENCING PLAN a:v owwlx0 xo. SHEET - 4 OF 10 (S-4) SEEDING PLAN iW�l�Jzt iWIICATHflF1�M1NlIIICVhLIIJvi MM1I USE BY SPECIAL REVIEW - USR23-0045 LOT D RECORDED EXEMPTION, RECX12-0003; BEING PART OF THE S1/2 OF SECTION 3, TOWNSHIP 3 NORTH, RANGE 66 WEST OF THE 6TH P.M., WELD COUNTY, COLORADO TOTAL AREA: 237 ACRES 2 THLS DEVELOPMENT ISBEINGEONSTRUCIEO WARURALPART OF WELD COUNTY,COLORADO.THESITEIS LOCATEOON THE EAST SIDE OF WCR 31& NORTN 510E OF WCR36.THESURROUNOING IAND LS PRIMARILY OnNG USED FOR AGRINLTURAL, RANaJING, AND OIUGAS PURPOSF5. 2. THLSDEVELOPMENTWILLBECONSTRUCTEDINMULTIPLE PHASES ONLEASE''A 3. FOLLOWING THESTARTOFTHE CONSTRUCTION OF EACH PHASE, DISTURBED AREAS WITHIN THEUMRS OF CONSTRUCTION, SUCH AS flOADCUR, UTILITY TRENCHES, WASTEWATER DISPOSAL FlElD5, BUILDING SfFES, REVEGETATED WITH NATIVE GRASS 9. OTHERARFASWHERE FXISUNG VEGETATIONHAS NOTREGROWNWIL TSD2DEEOED. 6. SCREENING SHALL REMAIN HEALTHY AND MAIMAINED TOCONTINUETO PROVIDE VEGETATIVE GRDUND[OVEq. NOXIOUS WEEDS WILL BECONTROLIED ON THE SUBIEA PRPR:(SEE AFEHR EVEGETATIONMANAGEMENTPIAN). 6. FOR SECURITY AND PROTECTION OFTHE PUBUCAND WILDLIFE, THE REGARDED SOLAR FACILRY WILL BE FENCED WITH WIRE MESH. THESELECI ED FENS WILL BLEND W ITH THE NATURAL ENVIRONMENT AND WILL PREVENT WILDLIFE FROM ENTERINGTHE SRE CAUSING DAMAGE ANDTHEREFORE PROVIpING SECURTY OF THE IMPROVEMENTS. �. FENCING SHALL BE MAINTAINED AS NEEDEDTO PROVIDE THE INTENOE05[KEENING OFTHE PEEORDED IMPROVEMENTS. 8. CONT FOFARSHALLCONTACT"COLORADOONE" 181',FI00922-198])TOVERIFYLOCATIONSOFAILUNOERGROUND UTERI ES PRIOR TO ITII;RaEIA:j;Ci,LFREITEEREIDipfU,NPIGPRItIRALR-TA.NY.ROAAT pNY PlANT5 OR SCREENING MATERIALMUST BE MAOEWRH PflIORAPPROVALOR PROVIUESOD/SEED pf U, IRED FORANYROADWAYBOULEVAROAREAS ADJACENT TO THE SITE DISTURBED DURING ETO PROPERTY FROM PLANTING OPERATIONS AT NO COSTTO OWNER. TURFmix13uiralor 2023 BRAND`--7SE`ED GREELEY, COLORADO Buffalo Brand Low Grow Mix A mixture of lower maintenance cool season grasses ihatestablish well cooler areas below 8000 ft elevation. The lower growth habit of the grasseslendsitselft0 infrequentornomowing. Well -suited forerosion control and tTansilion turf areas. 30% Crested Wheatgrass, Ephraim ZS % Jntecmediate Ryegrass, VNS 20% Sheep Fescue, VNS 15%6 Chewings Fescue, YNS 10% Forage Bluegrass, Ginger Drill Seeding Rate 20-251bs. per acre Broadcast Seeding:Rate 30-35 lbs. per acre Small Areas: 1-21bs. per 1000 sq. ft Available. in 50 lb., 251b., and 51b. bags 0 W 10P ]m SEEM. SO r sap if DESIGN ��ENGINEERING *4('-SunShare I -. X.I TY SDLAR 1724 1 PIN STREET, DENVER, CO 00218 THISTLE SOLAR LLC 3.5 MWAC 3.9 KWDC SOLAR PROJECT SECTION 3, TOWNSHIP 3 NORTH, RANGE 66 WELD COUNTY, CO 80651 (40.247°, -104.772°) PRELIMINARY REv. ND DESCRIPTION MI20. DATE SHEET iRiE: LANDSCAPE PLAN PROJ. MGR.. 55 PRUI. ENCR.: SS BATe R5/23/202:3 SJ E EO RY: CB SClLe AS SHOWN NR WN BY. RSHEET - 5 OF 10 (S-5) iinl�.;rynM�e"vr�Msw;rira+tiiia�lllnla�� Isl USE BY SPECIAL REVIEW - USR23-0045 LOT D RECORDED EXEMPTION, RECX12-0003; BEING PART OF THE S1/2 OF SECTION 3, TOWNSHIP 3 NORTH, RANGE 66 WEST OF THE 6TH P.M., WELD COUNTY, COLORADO TOTAL AREA: 237 ACRES 1 THISTLE SOLAR LLC PLEASE CALL (XXX) XXX-XXXX TO CONTACT THE PROJECT OPERATOR J PLANT IDENTIFICATION AT SITE ENTRANCE. CONTACT INFO WILL BE REVISED PRIOR TO CONSTRUCTION. GENERAL NOTES: 1. ALL SIGNS SHALL BE SHOWN ON THE MAP AND SHALL ADHERE -g CHAPTER 23, ARTICLE IV, DIVISION 2 AND APPENDICES 23-C, 23-D AND 23-E OF THE WELD COUNTY COO E. ADDITIONAL SIGNA OE WILL BE INCLUDED WITHIN THE SITE AS NEEDED PER NATIONAL ELECTRICAL CODE. WARNING HIGH VOLTAGE - KEEP OUT PHOTOVOLTAIC ARRAY AUTHORIZED PERSONNEL ONLY WARNING LABEL FOR AGRICULTURAL SECURITY FENCE SPACED EVERY 100'ETAROUND PERIMETER OF ARRAY. THISTLE SOLAR LLC PHOTOVOLTAIC POWER PLANT SUNSHARE COMMUNITY SOLAR DESIGN ' ENGINEERING nShare 1724 GILPIN STREET, DENVER, CO 80218 THISTLE SOLAR LLC 3.5 MWAC 3.9 KWDC SOLAR PROJECT SECTION 3, TOWNSHIP 3 NORTH, RANGE 66 WELD COUNTY, CO 80651 (40.247°, -104.772°) J PRELIMINARY 06CRINION 0224,25 DATE TITLE: SIGNS vqa. Nca: ss ue.:.ss ognwx ar: v cxccgw ar: cs sw.e u sxo RAMIN° ND. SHEET - 6 OF 10 (S-6) �okuJmowa,r�n�mrtauuiirrnrri�)ra�,.lal USE BY SPECIAL REVIEW - USR23-0045 LOT D RECORDED EXEMPTION, RECX12-0003; BEING PART OF THE S1/2 OF SECTION 3, TOWNSHIP 3 NORTH, RANGE 66 WEST OF THE 6TH P.M., WELD COUNTY, COLORADO TOTAL AREA-. 237 ACRES GENERAL OVIL NOTES: CONSTRUCTION SHALL BE IN ACCORDANCE WfTF1 THF5ESPECIFICATION5, COLORADO GENERAL BUILDING COtlF, WELU CUUNTY UHUINANLLANO I HE INTERNATIONAL BUILDING NUE ALLEARTHWORKA C-ITCINGSHALLTIZETOTHERECOMMENDATIONSOFTHEGEOTECH REPORT, FRONDED @YTERRACON CONSULTANTS, INC PROJER NO.23165036. 1. 2. 3. 4. 8. 9. 30. 12. 3. 19. 20. 21. 22. 23, 24. 25. THE EVALUATION OF EARTH WORK SHALL INCLUDE OBSERVATION AND TESTING OF ON -SHE BACKFILL MATERIALANDOTHER GEOTECHNICAL LEIDONSEXPOSED DURING ROADIMPROVEMENT CONSTRUCTION ATTHE DIRERION OFTHEGEOR. WHEREDEMI',ITT 5ClEgETWEEN THESE SPECIFICATIONS/DESIGN AN D THE GEOTECHREPORT, THIS DESIGNSHALLTAKE PRECEDENCE NOTESANO DETAILS NOTED AS'TYPICAL," SHALL BE= WHENEVER APPLICABLE SPECIFIC DETAILS AND NOTFSTpKE PRECEDENCE OVERTYPICALDETAILS ANO NOTES. DpAWING5, SPEOFICATION5, DETAILS, ANO NOTES DEPIC(EO IN THLS DESIGN REPRESENTTHE FlNISHEO PROOUClANO DO NOT INDICATETHE MEANS, T,,,E= 5, PROCEDURES, ORSE4UENCE OF CONSTRUCTON UNLFSSSPECIFICALLY NOTED. CHANGES OR DEVIATIONS FROM THE DRAW ING5, SPECIFIGTION5, DETAILS, AND NOTES DEPICTED IN THIS DESIGN ARE NOT ALLOWED WITHOUT WRRTETI AUTHORIZATION FROM THE CIVIL ENGINEER DF RECORD IC -FOR). CONTRACTOR G RESPON518LE FOR FAMILIARI2INGTHEMSELVE5 W RH THE DESIGN DRAWINGS; REPORTS ANO SITE CONTMRORIS SOLELY RESPONSIBLE FOR DAMAGETO E%LSTiNG FACILITIES RESULTING DIRECTLY Oft INDIRERLYFROMCONTRACTORSOPEPATIONSREGARDLESS OFWHRHERTRNEC FAOLRIES ARE OEPIREOON THESE PLANS. CONTRACTOR SHALL ENACT MEASURES TO PROTECT ANDSAFEGUARD WORKERS ANO THE ""C FROM INJURY DURING CONSTRURION. CONTRARORSET MAINTAIN THE JOB SITE IN AN ORDERLY, CLEAN MANNER THROUGHOUT THE COURSE OF THE WORK. CONTRACTOR SHALL COMPLY WITH ALL APPUCABLE CODES AND ORDINANCES. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALLCONSTRUCTON SURVEYING MONUMENTS AND STAKESSR eV THE OWNER ANV DEVIATIONSFROM IXISTING GRADF50.55HOWN ON THE PLANS SHALL BE IMMEDIATELV REPORTEDTO THE OW NER ANO C -FOR. CONTRACTORSHALL VERIFY ALL DIMENSIONS AND MATERIAL 4UANTITIES.PRIORTO CONSTRUCTON. MATERIAL QUANTITIES LISTED INTHE CIVIL DESIGN ARE APPROXIMATE. CONTPARORSHALL CONTARANADARKO PATROIEUM CORPORATION, PRIOR TO PLACING ROADWAY OREARTHWORKWITHINZFEETOFAN AREA0 TATEDASANEASEMENTCORRIDOR, IXIS'RNGUTILITY p0. FLOWLINE gNADARKO PATROLEUM CORPORATION (AFC) SHALLRE CONTACTED 3BUSINE55 DAVS BEFORE COMMENCEMEM OF EARTHWORK IN THE STATEDARFI5. A ftEPRE5ENTATIVE OFAPC WILLASSESS ACTUALpEPTHSAND LOCATIONS OF UTILITIES A CHANGE IN DEPTH OFTHE EXISTING UDLRY WILL BE ASSESSED ATTIRATTIME. RE4UFSTS FOR INFORMATION (RFIs) F4R [IARIFlCATION OFTHE INTENT OF THE DESIGN SHALL BE SUBMITTEDTOTHE C -FOR. RFIs SHALL INCLUDE A DETAILED WRITTEN STATEMENT THAT INDICATESTHE SPECIFIC DRAW INGS OR 5PECIFICgnON$ IN NEED OF CLARIFICATION AND THE NATURE OF THE CLARIFICATION REQUIRED.THEC0 SHALLRESPONDINWKITING ANDISSUECIgRIFICATIONSAS NECESSARY. RESPONSES TO RFIS DO NOT CONSTTRITEAPPROVED DESIGN CHANGES. IF NLNRAL RESOURCES ARE LOCATED DURING CONSTRUCTON (ARCHEOLOGICAL FINDINGS UNEARTHED), WORK SHALLSTOP IN THATAREA ANU TEH CONTRACTOR SHALL IMMEDIATELY NOTIFY PROJER MANAGEMENT. OWNERSLONGTERMVEGETATION MANAGEMENTUTILQFSSHEEPGRAZING, WITH MECHANICAL SUPPORT A5 NEEDED. A$ SUCH ANY SEED MIX ALTERNATVE SHOULD BE GRAZING COMPATIBLE. POST CONSTRUCTION, CONTRACTOR SHOULD SUBMRA CML MAINTENANCE PLAN, DFFlNING ALL NECESSARY CIVIL MAINTENANCE NEEDS AND ONGOING VEGETATION ESTABLISHMENT NEEDSTO SUCCESSFULLY STABILIZE SOILS TONG TERM ANU PRESERVETHE CIVIL INSTALL 26. COMPACTION STANDARD FOR NATIVE, SCARIFlED, AND RE -COMPARED SUBGRADES SHALL BE 95%eY C 0698. 2]. COMPACION STANDARD FOR STflUCTI1RAL FILL BENEATH FOUNDATIONS, STABS ON GRADE, AN' ' RE ACCESS ROpDSSHALL BE 95%MDO BV ASTM D155] (MODIFIED PROROR ORY OENSITV). 28. MOISTURECONTENTOFCOHESNESOIL5(CLAYS)TORECOMPACFEDSHALLBE-1%TO+3%O LIM MOl5NRE CONTENTAS DETERMINED BYASTM 01557 (MODIFIED PROCTOR pRY OENSRY) ATTHETIME OF PLACEMEMAND NMPARION. 29. MOISTURE COMENT OF NH ".1-ES.SSOILS(SAND)TO BECOMPAREDSHALL BE -3%T0+2% OPDMUM MOISTURECONTENT ASDETERMINED DY ASTM 0155] (MODIFIED PROCTOR DRY OENSRl1 ATTHEDME OFPIACEMENT AND COMPACNON. 30. PLACE FILL NTAT '1N MAXIMUM LIFTS OF 9'LOOSETHICKNE55 WHEN USING SELF PROPELLED HEAW COMPAROR5. 32. 34. 35. 36. FILL MATERIA,LTYPESSHALL BE IN ACCORDANCE WITH STRURUMLFILLTYPES LLSTED INTHE GEOTECH 75. PUBUCUTILINLOCAnON 5ERViCES(COLOgA00811)CAN BE HEHCHEO. BYDIALING8110R REPORT. 1-8D0-922-198] OR BY VISILINGTHEIR WEBSRE AT W W W.COLORA00811.ORG. N HE USING HANG GUIDED PLACE FlLLMATFRIALIN MAXIMUM LIFiS OF4 T06 LOOSETHICK ESSW N COMPACTING E4UIPMENT. 3UflVEY CONTROL (OVIL SHEETS ONLY): PRIDRTO PIAONG FILL ORCOMPARING SCARIFIED SOIL IN FOUNDATION AREAS, ALL UNSURABLE MATERW SHALLRE REMOVED FROM THE CONST0.URION ARE0.5.THI5 SHAlL INCWDETHE REMOVAL OF ]6. HOflIZONTALCOORDINATE SYSTEM: NAD 63,COLORA00 NORTH, STATE PIANE,SURVEY FER. ALLVEGETATIONANOTOPSOIL,DEBRIS, LOOSE ANODISNRBED501LCONTAMINATEDSOILANDOTHER T7. VERT4,-R°ATUM:NA0R3,FEET. DELETERIOUS MATFAIALSTHAT MAY E%ISi WITHIN THEAREA OF THE PROPOSED CON51'RUCTION. 7g, pNy C00R01NATE55HOWNIN OVIL SHEETS ARE GROUND COOROINATE5. IF UNDERGROUNDFAOLIDESAREENCOUNTEREDDURINGSITECLEARING,LONT'LTD SHALL IMMEDIATELY NOTIFY C -FOR SOTHAT A SOLUTION CAN RE CREATED TO PROTER AND/OR RELOCATE (E) unurY. PIACINGADORIONALFlLLOVERYHE MATERIAL ORGANICSOIISSHALI BE LEFTIN PLACE IN NON-STRUCRJRAL AREAS SUCH AS WITHIN THE ARRAY AREAS. VEGETATION REMOVALSHALL ONLY TAKE PLACE IN AREAS TO BE DL6HIRBED, CONTRACTOR SHALL MINIMZE DISNft@ANCE OF VEGOAn0N pUETO CONSTRUCTION ACTIVRIE5. IN LOCATIONS DFSOIL OR REZANLE DUE TO EARTH WORK, NATNETOPSOIL WILL RE REMOVED, STOCKPILED, AND ETTHER gEPUICED OR SPREAD ON SITE SITE ACCESS ROADS: 39. 40. 41. 44. 45. 46. 47. aa. 49. IN AREAS WHERE ROAD CROSSINGS OCCUR OVER AN EXISTING UTILITY OR FLOWUNE, UTILITY OWNER SHALLRE ILETEDLGDAYSPRIORTOFARTHWORN. SUgFpCECOURSE SHALL HAVE A MINIMUM COMPACTED THICKNESS OF 10" OF CRUSHED ANGULAR AGGREGATE. RECLAIMED ASPHALT PAVEMENT TRAP) SHALL BE USED ASTHETOP 2" OF ANY RDAON1=IED TO CONTAIN ZS%FINES, COMPARED AND GRAOEDTO MEET COOT SPECIFICATIONS FOR A CLASS 5 OR 6 AGGREGATE. SU0.FACECOURSETHICKNESSSHALL BEMEASURED AFTER FULL COMPARION AND CONSTRUCTED DIflERLYABOVE 12" MOISTUREgNBI: ONED, AND COMPACTED NATIVE SOIL PRIOR TO PLACING SURFACE COURSE, GEOTEXTILE FABRIC, OR COMPACTING SCARIFIEDSOILS IN ROAD EXCAVATIONS, ALL UNSURABLE MATERIgL SHALL BE REMOVED. THIS SHALL INCLUDETHE REMOVAL OF ALL VEGETATION ANDTOPSOIL DEBRIS, LOOSE AND OLSTLRBED SOIL, CONTAMINATED SOILANO OTHER OELETENOUS MATERIALS THAT MAY EXIST WITHIN THE AREA OFTHE PROPOSED ROADWAY CONSTRUCTIONPRIORTO PLACING FILL, SCMIFY (ORTILL), WRAND COMPACT NATIVESUBB0.5E MATERIALTO 12" DEPTH MINIMUM BEFORE ADDINGAGGREGATE SURFACE COURSE. NADVESUBBASE MATERIAL SHALL RE COMPACTEDTO 95%MAXIMUM DRY =MOD, PER ASTM 0690, -1 T03%OPTIMUM MOISNRE CONTEM. AGGREGATESURFACE COURSE SHALL BE COMPACTED T095%MOD PER ASTM D3557, OT02% OPT{MUM MOISNRE CONTENT. GEOFABRICSHALL CONSIST OF HP270 OR EQUIVELANT. SITE ACCESS ROADWAYS SHALL BE CONSTRURED ATGRADE WITH A VERTICAL TOLERANCE OF POSITIVE DRAINAGE SHALL BE MAIMAINEO ACROSS THE Sr' ON -STYE ROADWAY SLOPES SHALL NOT IXCEED 5%. 50. 51. 52. 53. 55. 56. 57. IFTEMPORARYIAYDOWN ARFASARE USED,.EROSION AND SEDIMENT CONTROL SHALL 0E PLACED IN ACCORDANCE WITH SSOTHRDUGH 535. TEMPORARY LAYDOW N AREAS W I VT=CLEAVED AND GRUBBED ONLY IF NECESSARY_ SCgRIFY (ORTIW NATIVE MATERIALTO A DEPTH OF 12" ANO RECOMPAR. PROOF AOLL COMPARED SUB BASE NATIVE MATERIAL USING A LOADED TANDEM AXLE TRUCX. COMPARIDN SHALLDEEMED ADEQUATEWHENPROOFROLLINDICATES 1"OR LESS DEFL GRA COVER TEMPORARY LAYDOW N AREA WITH 4" MIN. DEPTH OF ROAD FINISH ROCK, If NECESSARY. TEMPORARY LAYOOWN AREA' SHgLI BE REMOVED ANO MITIGATED TO PPE{ONSTRURION GRADE BY SGRIFYING ORTIWNG. FINAL STABILIZATION OFTEMPORARY LAYDDWN AREAS SHALL BE IN ACCORDANCE WITH 510 THROUGH 535. CLEARING AND GRUBBING: 58. SITE-WIOESfOflMWATER MANAGEMENT l5 BPSED ON THE PRESERVATION OF EXISTING VEGETATION ROOT STRURURES. 59. EAL,C,NGSHALLONLYBE PERFORMEDINAREAS OF ROADINSfALLATION.ANDWHERENECESSARY FOR EIERRIOIL EQUIPMENTINSTALLATION.GRUBBING SHALL NOT BE PERFORMED ON A MASSSGLE ACROSS THE SUE 60. ITGTHEINTENRI OFTHEDESIGNTHATTHE 01FRITYOENTG SITEBEMOWED OR CLEAREDINA MANNERTHATPRESERVESTHEBOOT STRUCTURE OF IXISTING VEGRATION. 61. CLEARING SHAILBEDEFTNEDASTHEREMOVALOFPLANTS ATORABOV ROCUROUNDSURFACE 62. GRUBBING SHALLRE DEFlNED AS THE gEMOVAI OF ROOTS BENEATH THE GROUND SURFACE TEMPORARY SOIL STOCKPILING: 63. EXCAVATED TOPSOIL SHALL BE KEPT5EPARATE FROM OTHER STOCKPILED MATERIAL FOR REUSE IN AREAS REQUIRWGTOPSDIL. 64. IXCAVATED 50115 SHALL ONLY BE STOCKPILED IN TEMPOMRY LAVDOWN AREAS. 65. IXCAVATED SOILS SHALL eE REUSED ON-SRE. 66. REUSE OF=LARTESrL10,N-SITE SHALL BE PIACE'CH'AT SRE HYDROLOGYIS NOTALTEREO. 6J. IXC4VATED SOILRNSE LOCATIONSSHALL 0EPROV TO?THETFI FORAPPROVAL 60. EPOSION 0.N0 SEDIMEM CONTROLS FORTEMPOflARV STOIXPILESSFfALL BE IN ACCORDANCE WISH 5 -SD TH0.0UGH SS5. GRADING: 69. M/SS GRADING ACROSS.THESRE SHALL NOIRE PERFORMED. 70. 115,1 MOUNT% GRADING MAY BE REQUIRED TO MAINTAIN PIER HEIGHTTOLERANCES AND ARE INDICATEp ON 59THROUGH 535. ]3. GRTITIGDHALLNOTBEPERFORMED INE%CLUSIONZONE5. 72. ADDITIONALGRADINGAREASTHATARE NOT OEPIRED ONS9THROUGH 5155FIALLBE EVALUATOp ON A CASE BY OLSE OASISg5 NEEDED. GRA555WALE5 AND RAWGARDENS: 73. GRASSSWALES MJD RAINGARDENS SHALL BE INSTALLED AT THE END OF ARRAY CONSTRUCTION TO MINIMIZE COMPACTION AND SEDIMENTATION. UTILITY LOCATE: 74. PRIURTOCONSI 11- CONTRACTOR SHALL CONTACT LRILIT LOCATIONSERVI.STO LOCATEALL PUBLICAND PRNATE UTILRIE5. SPECIAL INSPECTIONS: 79. SPECIALINSPERION ANDTESTNG FIRM SHALLSUBMRTHE FOLLOWING TO THE OWNERANDC-EOA: J9.1. SPECIAL IN5PERION AND TESTING REPORTS FORTHE FOLLOWING ATA MINIMUM: 79.1.1. PERIODIC VERIFICATION THAT MATEpl0.15 BELOW SHALLOW FOUNDATIONS AND E4UIPMENT PADSARE AOEgUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. 711.2. 79.13. 79.14. E55 79.1.5. PERIODIC VERIFICATION THAT IX I AVAnON5ARE EXTENDEDTO PROPER DEPTH AND W LOTH AND HAVE REACHEDSURABIE MATERIAL PERIODIC CLA55IHCATON ANDTESTING OF NMPACIED FlLL MATERIALS. CONTINUOUS VERIFICATION OFTHE USE OF PROPER MATERIALS, DENSRIE5, AND UFTTHICKN DURING PLACEMENT AND COMPACTION OF COMPACTEp STRUCNRAL FILL PERIODIC INSPERION OF 115TEI DE,PRIORTO PLACEMENTOF COMPARED FILL, TO VERIFY THAT IXCAVATION SRE HAS BEEN PREPARED PROPERLY. 80. CONTRACTOR SHALLSUBMRCLJTSHEETS ANO DETAILSFORTHE FOLLOWING TO THE OWNER AND C-EOR. FOP REVIEW PRIOR TO PLACEMENT: .80.1. PERIMETER FENCE SEMIX D 80.5. SOEDILAMENOMENiESIGNS MIX DESIGN FOR RAIN GARDENS ALTERNATIVES: 81 THEC-EORWILLCON=11'.1=ATIVE5FORMATERIALSANDP TILVIMRHE WEVER,ITISTHE CONTRAROR'5 RESPONSIBILITY TO DEMONSTRATE THAT ALL ALTERNATVE5 APE EpUAI IN STRENGTH, PEpFORMAN{,I ANDDURABILRYTOTHEMATERIALSORPROCEOURES SPECIFIEDINTHEDESIGN. 82. WflITTEN APPROVAL BYTHE C -FOR SHALL BE REQUIRED PgIOR TO USING ANY ALTERNATNE CONSIDERATIONOFANYALTERNATIVESHALLNOT BE DEEMED'ACTa. Y ADVANCE ACCEPTANCE "THE C -FOR. THE C -FOR RES£RVESTHE RIGHT TO REIER ANY ALTERNATIVE. Class 2 Class Class m{' 100 95.100; _AR"'' --spin EMT T .1 ,241 �1y; �241.:,iRaxL s'ai:R'?is' t 50.80 L�305aj roo 300 :.... 4:l rsa�D ,s�3o-ss SEEDING: 84. SENTENE WILLBRERZY POSTCONSTRURIONANDE ITITME SSGRASSLINEDSWALE5,RAINGA "t4 ANO FENCED ARRAY AftFA, AS W ELL AS TO THE FULLUMR OF DISTURBANCE WHERE APPLICABLE. SEEDING RATES AND PLANDNG REQUIREMENTS ARE INCLUDED ON SHEET S-7. 6NDILL 1`NPEANsywd& ENGINEERING w,u.,�cacr- n v �4P SunShare 1724 GILPIN STREET DENVER, CO 80218 1 L _ THISTLE SOLAR LLC 3.5 MWAC 3.9 KWDC SOLAR PROJECT SECTION 3, TOWNSHIP 3 NORTH, RANGE 66 WELD COUNTY, CO 80651 (40.247°, -104.772% PRELIMINARY DESCRIPTION 02/24/25 DATE ET CIVIL NOTES Pfl6J. NGR.: 55 PROD. ENCR.: 55 OgnwN er: sl cHED,30 ex: a@ 32ALE: As eHowN SHEET - 7 OF 10 (S-7) tea, iii iu�1r��N`�oa;�ain�i�ir�aucnlitssti�s�, �I of USE BY SPECIAL REVIEW - USR23-0045 LOT D RECORDED EXEMPTION, RECX12-0003; BEING PART OF THE S1/2 OF SECTION 3, TOWNSHIP 3 NORTH, RANGE 66 WEST OF THE 6TH P.M., WELD COUNTY, COLORADO TOTAL AREA: 237 ACRES OVERALL CMLSITE PLAN 20 POUND1 REBAR 31.S" ALUMINUM CAP L5384]9 P GENERAL NOTES GEOLOCATION. belox iann�,mm, S nShare MM�NI.. S°LAN 1724 GILPIN STREET, DENVER, CO 80218 THISTLE SOLAR LLC 3.5 MWAC 3.9 KWDC SOLAR PROJECT SECTION 3, TOWNSHIP 3 NORTH, RANGE 66 WELD COUNTY, CO 80651 (40.247°, -104.772°) PRELIMINARY OESCRIPRON 02/24/25 OAIE sR2n mtF OVERALL CIVIL SITE PLAN � N°. SHEET - 8 O 10 (S-8) USE BY SPECIAL REVIEW - USR23-0045 LOT D RECORDED EXEMPTION, RECX12-0003; BEING PART OF THE S1/2 OF SECTION 3, TOWNSHIP 3 NORTH, RANGE 66 WEST OF THE 6TH P.M., WELD COUNTY, COLORADO TOTAL AREA: 237 ACRES KEY PLAN x.xl f • - - - 5 iTsi . iti �`%.r;p-� ar!i.i s .iZ!so s; � +-� r sNrr�;.!'s r rt:144 e%SseSr`�v � •}.r� l �-`Pr ��►�. Via. �. D [TTIIIIIIIIIIIIIIIIIillll IIIIIIIIIIIIIIIIIIIIIIIII LLI�Illlll(Illllffllllllllllllll!Ifllllllll�lllll{IIIIIIIIiI DETAILED CNIL SITE PLAN 1,20' lxdBux caliL,m�, mN, SOLV ...... DESIGN - ENGINEER IN -G v.n xY�wa�v.Tcv SunShare M M B N f T T S O L n B THISTLE SOLAR LLC 3.5 MWAC 3.9 KWDC SOLAR PROJECT SECTION 3, TOWNSHIP 3 NORTH, RANGE 66 WELD COUNTY, CO 80651 (40.247°, -104.772°) PREUMINARY REV. Tp DESCRIPTION 02 2s DATE 'SHEET TIDE DETAILED CIVIL SITE PLAN PRa. NBR... ss aRw. cxcR.: ss wTE: oBrea/sou ON. ECNE➢ SD CB DD.,: AS SHOWN 'SHEET - 9 OF 10 (S-9) -- iiiaawauawlamrwnt°tra,siarinKNu:w,wu not USE BY SPECIAL REVIEW - USR23-0045 LOT D RECORDED EXEMPTION, RECX12-0003; BEING PART OF THE S1/2 OF SECTION 3, TOWNSHIP 3 NORTH, RANGE 66 WEST OF THE 6TH P.M., WELD COUNTY, COLORADO TOTAL AREA: 237 ACRES EROSION AND SEDIMENT CONTROL NOTES: ALL EROSION AND SEDIMENT CONTROL WORK AND BMP5 SHALL ADHERE TO THE FOLLOWING DOCUMENTS: Z. WELD COUNTY GENERAL ORDINANCE. 3. WELD COUNTY CONSTRUCTION AND ENGINEERING GUIDEUNFS. 4. URT,N,,n RMDRAINAGECRIT"'AMANUALIUSDCMVOLUME3 LATEST'''. PUBUSHEDBYTHE MILE HIGH FL000 DISTRICT. S. "kilt LL WED=,'LLCOMP LAO'CLHECONDITIONS DF THE PERMRSOBTAINED FOR THE PROJECT AND ALL FEDERAL, STATE, AND LOLL REGULATIONS. STANDARD STABILIZATION NOTES: 6. FOLLOWING INTRALSOIL OLSR NDCIE 'ARC R RE.I%SATBANCE,PE P1'. T ORTEMPORARY STABILIZATION MUST BECOMPLEfEO IN ACCORDANCE W RH THE SWMP. ]. ALL STABILIZED AREAS SHALL BE INSPECTED BY A CERTIFIED SWMP INSPECTOR. TYPICAL CONSTRUCTION SEQUENCE: 8. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 10. INSTALLTEMPORARY PERIMETER BM, 31. ROUGH GRADE ROAO(S)AND LgYDOWN/MATERIAL STORAGE AREA IMPORTING MATERIAL A9 NE[ESSAPY FROM ON SITE OR DFFSITE SOURCE PER PROPOSED GRADES PROVIDED TO CREATE OR MAINTAIN POSffME DRAINAGE. 12. INSTALL STABILIZED CONSTRUCTION ROADS. 12.1. STABILIZED CONSTRUCTION ROAOSARECONSIDEREDA BMP.RI$THE INTENT OF THE DESIGN THPT STABILIZED CONSTRUCTON ROADS ARE INSTALLED PRIOR TO GRADING, ARRAY CONSTRUCTION, AND EgUIPMENT PAD CONSTRUCTION, 13. CONSFRUCTTHE SOLAR PLANT. M. PERFORM TEMPORARY STABILIZATION SEEDING OF DISTURBED AREAS IF REQUIRED. 15. CONSTRUCT PERMANENT BMP5. 16. STABILIZE ALL REMAINING DISTDI38EDAREAS WITH PER=7TA VEGETATIONQRSRESPECIFIC VEGETATION AS NOTED INCLUDING TOP SOILING; FERTIIIIING, AND MULCHING, IF REQUIRED. 19. ALL MAINTENANCE OF THE FINAL SITE AND PERMANENT BMP'S SRALL.CONTROLLED BY SITE OWNER. 20. IF THESEQUENCE OF CONSTRUCTION AND BMP INSTALLATION 15 MODIFIED BATHE CONTRACTOR. THE CONTRACTOR SHALL SUBMNTO THE ENGINEER THESE CORRECHONSTO UPDgTE THE GRADING, EROSION AND SEDIMENT CONTROL PLAN. THE SW MP DESIGNER SHALLUPOATE THE SWMP. THESE CHANGE55HALL BEAPPROVED BATHE AHI PRIOR TO IMPLEMENTATION. 21. THZPIG.NATEDSWMPI ICTU RSHALLINZTLALL DISCHARGEPDINTS, DISTURBEDAREAS,. MATERIAL STORAGE AREAS, STRUCTURAL CONTROLS AND CONSTRUCTION ENTRANCES/IXITS IN ACCORDANCE W ITH THE APPROVED SWMP. All OBSERVATIONS ANO INUDENiS OF NON-COMPLIANCE, CORRECTIVE ACRON5, AND MAINTENANCE SHALL BE RECORDED IN THESWMP INSPECTION REPORT. 22. INSPECTIONS OF Igr SHALL BE DOCUMENTED ANDSI l.ED BATHE CERTIFIED SWMP INSPECTOR AND PROVIDEOTO PROJECT MANAGEMENTAND CONTRACTOR. 23. IF BMP INSPECTION REPORTS DO NOT IDENTIFY INCIDENCES OF NON-COMPLIANCE, THE BMP INSPECTION REPORTSHALL CONTAIN A CURTiFIUTION THAT -THE FAULRY IS IN COMPLIANCE W ITH THE CGP ANDTHESW MP. 14. IF REQUIRED, MINTENAN[E OF BMP'ITZ BE CONDUCTED BY A CERTIFIED SWMP INSTALLER AND SHALL OCCUR WRHIN Z4 HOURS DF FHE INSPECTION. 25. BMP'S DETAILIE=NEEROSITOEFMDENTCONTROL PLAN AREONLY AN fSTIMATEOFWHAT NEEDS TO 0E IMPLEMENTED PRIOR TO AIRp DURING CONSTItUCOON.IFGHP INSPECTIONS IDENTIFY AREAS OFTHE PROIECf SITE WHERE PROPERLY INSTALLED BMP'$ ARE NOT CONTROLLING FLOW DF SEDIMENTOFFFI RISTHECONTRACTORSOBLIGATIONTDFERillEFIT.COSTEFFECTIVE/PPARICAC BMP'S W NILE GRADING ANO CONSTflURION ACTIVITIES ARE OCCURRING. 26. EROSION ANDSEDIMENTCONTROI VIrDVI I T:I:N:ZCfRADOIFIONPL, NEWANDAL7t RAl NE BMP'$ W HEN REQUESTED OR APPROVED BYTHE ENGINEER, CERTIFIED SUVMP INSPECTOR, OR.AH1. 2]. RIS THE RESPONSIBILITY'OFTHECERTIFIED SWMPINSPECTORTO IDENTIFYALLINUDENTS OF NON-COMPLIANCE,LETEMEACTIONS,ANDMMNTENANCEANDENSURETHAT PROJECT MANAGEMENT G ALERTED TO ALL ISSUES. 29. SEDIMENTTRACKEDOFFSREFROM CONSTRUCTION TRAFFICSHALL BE REMOVED FROMPAVED SURFACES WfTHIN 24 HOURS OF DISCOVERY. PERIMETER CONTROL BM, 30. PERIMETER CONTROL BMP5 SHALL BE CONSTRUCPEO BEFORE UP -SLOPE GROUND COVER IS REMOVE.. 32. ALL PERIMETERCONTROLBMPSSHALL BEPWCEDASCLOSETO THE CONTOUR AS POSSIBLE SOTHAT WATER WILLNOTCONCENTRATEATLOWPOINTSANDS. THATSMALLSWALFS ORli'S 510NSTGr MAY CARRY SMALL CONCFMRgTEp FLOWS TO THEPERIMETER COMROL BMP APE DISSIPATED ALONG ITS LENGTH. 33. ENDS OFPEVEIETERCONTROL BMPSAHRAC BEZUBMIP5' SLOPESLIGHTLY SD T"T WATER PONOING WILL BE PflEVENTEO FROM FLOWING gROUNDTHE BMPs. 35. SILT FENCESHALL BETRENEiEDIN. THE TRENCH SHALLeE MADE WfTH ATRENUiER, CABLE LAVING MACHINE, SLICING MACHINE, OR OTHERSURABLE DEVICcTHAT W ILL ENSURE AN ADEQUATELY UNIFORM TRENCH oEPNI. 36. WHERE25ECHONSOF PREFABRICATEDSILAgT,ARE[OMBINEDINTO ONE RUN, THE ENOPOSTS SHALL BE CONNECTED TOGETHER, NOT SIMPLY OVERLAPPED. 32. $ILTFENEE $HALLttrl'I C TOPASSONLYASOIFFUSE FLOWTHROUGH TH.GEOTEXTILE. IN RUNOFF FLO W, ONE OFTHE FOLLOWING SHALL BE PERFORMED, AS APPROPRIATE: 32.1. ANALDA ONALRUNOFSILTFENCESHALIBEPN"DUPSTREAM 322. THE LAYOUT OFTHESILT FENCE SHALL BE CHANGED 323. ACCUMUTATEDSEDIMENTSI=REMOVED 32.4. OTHER PRACTICES SHALL BE IMPLEMENTED. 33. SEDIMENTTOPFT TALLeEREMOVED WHEN THE DEPOSIT REACHES APPROXIMATELY ONE HALF OF THE HEIGHT OF THESILT FENCE 35: SILT FENCE FABRIC SHALL MEETTHE FOLLOWING SPECIFICATIONS: 35.1. MINIMUM T6NSILB5TXNGTH=11:1 LA'S 046324) 35.2. MAXIMUM ELONGATION AT 60 LB$.=15%{g5TM p4632) 35.3. MINIMUM PUNCTURE STRENGTH=50IB5. (ASTM 048331 35.4. MINIMUM TEAR STRENGTH=40165. {ASTM 04533) 35.5. APPARENT OPENINGSOE c D.84MM(ASTMD?:!.A 35.6. MINIMUM PFRMffTNOY=1X30.25EC-1 (ASTM 044 91) 35.]. WATER FLOW RATE=I5 GAL/MIN/Sd FT. 35.8. UV IXPOSURE STRENGTH REfENRON=]0%(ASTM G4355I 36. AILIMIS ETERCONTROL0MPs=IBOENRITgEDFOLLOWING FINAL STABILIZATION OF THE SITE AND SUBMISSION OF NOTICE OFTERMINATON TO COLORADO OPHE. SiORMWATEq CONTROL BMPs (PERMANENT: 3]. PERMANENT STORMWATERCONIROL RMPS INCLUDE GRASS LINED $WALES AND RAINGARDEN5. 38. PERMANENT STORMWATERCONTROLBMPLOCATIONSANDCONSTRUCTION REQUIREMENTSAND DETAILS ARE INCLUDED ON G&D SHEETS (G&D-200, G&0-201, G&D-202, G&D-203, AND G&D-300). 39. SEEDING WILLBE DONEPOSTNNSTRUCTION AND ENCOMPASSTHE ENHRETYOF THE FENCED AREA, SWALES, RAINGARDENS AND ANYWHERE SOIL IS OISNRBED INCLUDING )1" BEYOND PERIMETER FENCE 40. SEEDINGSHOUIDBEPERirgn WIRiANO-TILLSEEO DRILLOREgUIVALENT INTHEARRAVARE0. 41. IN AREAS THATCANNOTBE SEEDED W RH A DRILL, HAND SPREADING OR NIDPOSEEDING MAYBE PERFORMED. 42. GRFAEA EDSWALEESOT OBEROTOTILLE'SEEDED BY HAND, AND COVE RED WITH AMULET UNTIL SEED HAS GERMINATED AND SPROUTED. ARRAY AREA SEED MIX: 43. ALL DISTURBED AREAS AND AREAS RECEIVING IXCESS SOILARETO BESEEDED�PER SECTION ECLDTEMPORARYAND PERMLET'EMED ITS/PS)ANOFOLLOWTHEWELOCO E GUIDANCEFOR RESEEDING PER THE WELD COUNtt M54 POLLUTION PREVENTION PLAN MANUAISEE SHEET 5-7 FOR SEED MI%. 44. SEEDING WILL BE DONE POST{ONSTRUCNON AND ENCOMPASS THE EMIRETY OFTHE FENCED AREA, AND ANYWHERE SOIL IS OISNRBED INCUDING 10' BEYOND PERIMETER FENCE 45. SEEDING SHOULD RE PERFORMED WRHAHYUROMULCHER OR EQUNALENT IN THlARRAY ARlA. nAas6daB I;allBgra.w°4Ia DESIGN + ENGINEERING °' unShare [o MRIugITY sOLAq 1724 GILPIN STREET, DENVER, CO 80218 THISTLE SOLAR LLC 3.5 MWAC 3.9 KWDC SOLAR PROJECT SECTION 3, TOWNSHIP 3 NORTH, RANGE 66 WELD COUNTY, CO 80651 L. (40.247°, -104.7721 l PRELIMINARY DESCRIF'DON 02/24;25 GATE sHFYI TILE EROSION AND SEDIMENT CONTROL NOTES PRO,. MGR: SS .0.I. ENGti: 55 PRE.. 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