The URL can be used to link to this page

Browse Search

Home My WebLink About20251604.tiffWELD COUNTY GOVERNMENT Department of Planning Services COUNTY, CO Project Site 6tH � WCR•64:5 VEN AVENUE WELD COUNTY GOVERNMENT Department of Planning Services COUNTY, CO R 62 Kersey Regional Business Center ■ Celt �I 0 I■ l Miles •SEP ■ Project Site • imr . lie ■ i • AIIM:.._S. MS MANI.' 1 \�. n ■ a a • . MI Kersey Core Business Distri t • • �■ate■�■r■�■�■�■ cl ge ■ imi Kersey Influence Area Kersey Regional Business Center ■ r_i ■ !r i sin I ■ i r _••• Single Family Residential f ult- r�nil� i esidental cr t� Downtown Mixed Use 4 1.1 ' _ +� Highway hway Area Mixed Use Commercial Schools Government / Public Cemetery Parks and Open Space (Mobile Home Park Light Industrial Undetermined Use Kersey Care Business District Kersey Municipal Boundary •-„ Parcels Friday, May 06, 2016. WELD COUNTY GOVERNMENT Department of Planning Services `1/4A%. .d41' ` i 861 ,. COUNTY, CO Z oning A ap 1 • I • 3 ti I -Zone: E ar i 1 E • Project Site N I I T \ I 1 WELD COUNTY GOVERNMENT Department of Planning Services `1/4.‘. .da' COUNTY, CO USR15-0015 HOME BUSINESS USR22-0013 . SOLAR ENERGY FACILITY, (SEE) USR18-0077 USR14-0022 *t0 NON -1041 _ NON -1041 MAJ _W_WPR FACILITY- PIPE ;FAC 16.INCH PIPE=m 1MUSR18-12-0074 rid >101NCH I NAT GAS f PUMP STATION r ISR14-0021 ION-10411MAJ FAC-16 INCH 'IPE ! r, L USR18-0O56 >12 INCH HIGH PRESSURE NAT GAS ri USR-1292 OFFICE _- ft STORAGE BUILDING USR 18-0040SUP,-142 SOLAR FACILITY FEED,L'OT 400T CATTL E WCRa64 USR-820AM L.C.O.DAIRY \ 3600 COWS USR12-0067 USR17:0025 TRACTOR TRAILER PARK/MAINT \ Ifs COMMERCIAL - TRUCK PARKING USR19-0001 SHOP,fiTRUCK & E+QUIPYSTORAGE USR-1340. DAIRY 2000COWS ti MUSR12-0016 MINERAL I RES. DEV. FAC. 611-t AVENUE 3RD AVENUE USR13-0006 !'� NON -1041 MAJOR FACILITY USR-1491 REPAIR, AUTO & FARM EQUIP WeR464:5 WCRa64 1J 1 Wit WELD COUNTY GOVERNMENT Department of Planning Services A 1 COUNTY, CO WELD COUNTY GOVERNMENT Department of Planning Services `''1/41 .ate A 1 COUNTY, CO Nearby Residen Nearest Residences 500 ft buffer from disturbed area Site Boundary Approximate Disturbed Area WELD COUNTY GOVERNMENT Department of Planning Services A6Hiefee.._ COUNTY, CO Full Site Map CA T'HE RY14 5 FRANNCLW NE 1N. SEC 20. TSN RIT.1W SE IN SEC 2D CONK. ROM' r C3 EX$TI1G I! CLE ERT PRIVATE RESIODN:C ;TYP ) . 413p - CA' RIGHT OF WAY P TIED COUNTY ROAD S3 roe FRONT RANGE fARIAS L`C 4 NT SETBACK et NIL I IC/ EASEMENT 4t; Xl" PIPELINE WO NO 38444378 VIII POLE YI RISER POLE WON RECLOSER CABIFET CONTABNNG RELAY POLE T17 ECCAABEE DISiCC 101ECT SNITCH POLE E3 UTILITY LE TER POLE POLE SI UTILITY RECLOSER RELAY do POINT OF N"ERCO1/11ECTICN PACPOSEn ACCESS ROAD EXt8T1NG t2 a' <V OISTNb6.JTe0N CIRCUIT 12AT LYAC L'N CIRCUIT TO TRANSFORMER 1; WEST LINE OF SEcncr. 21, Tit. MAW 21Y 20 WIOE ACY'F �. Final) t'I 24 E.ASEMEN₹ CO RIVEIR EEC RECNO Ali I , 01L IL GAS ACCE- 5-5 PEWIT NOBLE ENERGY AP te.0052'T OIL 4 GAS ACCESS PEIMIT N.,Nr0ASSETS L G APOG1S-0051 VEHICLE TRACKRG CONTROL FOUWtAFNT AREA - B SOLAR TRANST ORME1L 1$114IJ(JNIyNCr TRANSFORM:R. SWITCHBOARDS. AND TWERTER5 M AIER SWANS* A SE LW SEC 20 TEN, RUIN ._' ' "Ur _ f;''4 1 I I11 J J EASEMENT I C CP PIPE L *4E 4531140 � 1 ` c R� ENE hi EN SEC 24 two R44W a I{ I SICREENEDPUCE4 TYRO RAMA. a' FENCE FABRIC 1MTH 1' CONSERYATION BARBED WARE 'OP A GRO�UF - EXISTING LIMvA►ICD �-• - '� `'� e RNATF DITEn / � KAY L.YNRCE-ATFC iI$•- ,.� a -w h . •4 Xi AIDE ACCESS ROAD REC N8 i `ilgl� t }9 EASEMENT •yCP P7 PEE E C II9. 3alib;lTB YIst� III SCREENE DFENCE ITVP1 I l 8•FEt•I� FAITRICW11N 1 -- BARBED'WRE TOP al �-... iiirr-! lilts 44.4. v.: -. ti 140 I CENTER L FE OF SECTION 21. T411. NSW _le r� EQUIPMENT AREA - A SC4AR TRANSFORMER. C1Rourk iNG TRA sioRmER. svonttashans INN&RTFFtt Ate AAA LARY LOADS r► (,I t �. , II I� °s II lI I 11 SOL GROUPO i • SCREENING FENCE �z]EASI CORNER avai ` \ ‘‘ 41, G REELEY 02 CANAL 1-1- t I I AAA• ti4. SEC. ZS I x 1 I.: YCE 'Awe mug t• DARSET)A Ica 109 146IW N ILIUM I_ SETBACK 'T - - SW TAI, SEC 21. MN RA4 N• EXtSTtva FAO'. ITY (NOELE EWE ROY I 1 A IWO KCNA AIIP462 KONA A 11451. Keet/A A19-5 lQ KONA A49452 ICI�MA te A I9444 KONA I _ e - _ e _ a _ ,I SOLCIROUPC EXISTING ACCESS ROAD / Y100411ES. TYP. _ , ?�-EMSTING I+rCULVERT 0I EXIST003 15' CULVERTS 1 J 1 I 1 EXISTING 1y^ CUI.VEA'T �- EXISTING 75' NX.L VFRT OCISTNG 17 CULVERT 341.1 1 I 1 astoP >SEO ' TEMPORARY .-LAY000414 AREA {7 5 ACRES} 21® 1\1 LLS;WILY EX".5TING F4C1LT'rY Key- ils• 81.E IEstFIGY) I NC-OLE Ett RGY WC SOLAR PV IAODULE& Tit,. 1 A2?-497HARPER Aar -1]1 HARPER Air -424HARPER A21414 HARPER t nit A • A19A98 AONA A10424 QIN A1it.614; KONA �I PERI#tETER FENCE ITS ) I� —6' MCC (A43J1UC WM WOW 1pP 207 �+ IM?1 WELLS TRUST Exer INO WES PAD IhGBLE ENERGY) %Z.`\ *A. \ syminis r L i a” SOt OROL.'P A SOIaTM l INE OF SECTION 21. T4K RWYI 1 If I� 1 278 WELLS/ CO- PREATI1 I I 1 I 1VCR Nre M i I I i a I i r T I 1 cc 0 LP 1 i r 1 i i Awe r MBEs LtAbts L L - vie 4.00 r r waft GEARY °At L 4 MOPfiER O ARLENE S sy ci'Q 2 3} t_ son s "C•I 2tOO OLARREAT I 2121 OM BREATH RC ORIGUIF1 RFN J J 2 T CLRBREAD4 l� /,IC:CoeI11IL E Ja14N A 4 MCC GRIQE LISA J i 4 ROORADUEZ OEN J. 1 CENTER LINE OF $EOTiON 2/, TEIN 1 i i r r J Rat& WELD COUNTY GOVERNMENT Department of Planning Services N1/4 .ate A 1 ass COUNTY, CO Detailed Site Map CATIE RYN S FRAMt:0Y NE IM. SEC it rot Plat, SF 1$4. WC 20 FEW RIMY r POE FRONT RANGE FARMS LtG Fa RIGHT OF WAY WIFE Di COMFY ROC 53 I 1 SCREENED FENCE t !YD.1 IF FENCE FADRC %MTH P i SA RSEO waE 10P tie 2�Y SE RACA TV LSE LtI^i A DCP PRUNE REC NO. 36.16078 r, 4 SCREED rENCE ( TYP A'FENOE FABRIC WITH BARRED W1R£ TOP 2(Y WIN ACCESS ROAD I I + E.+SEAIEVT CO RDIF R t i. C. RFC NO 46 t ti6P ham INT .1 3G' 4404r p""� �f 3© L/NSE E l MP PP 'LINE REC NO. 8.31193 NO' EASEMENT I� %.4 DC1 PP♦1UNE IttC Nt) 3616076 N4, 1� �I I I i I lk SCREENED F LTYP 1 r FENCE FAB4iC 1MTN 11' SARNO WIRE TOP SOIL GROUP 0 SOIL TYPE 4 -4 I SOIL GROUP SOIL TYPE 51 pat:at CONSERVAt IJd4 CROUP SOIL. GROUP c Sant TYPE 64 11011111111 SOIL CROUP A SOIL TYPE St •.,„ - mans <:".a -7 i CENTER LIVE OF SECTION 21. T4N. R643Y PERmtlelt (FM) 6 FENCE FABRIC WITH r MMWVAREAW r_ --i r� 4. Ana I HARPER A21474 HARPER A12140SHARPER HARPER A21-6%HARPER A71444 HARPER A}taas HIPPER I I I r?4;" 340 \ C NOBLE ENShl Y.INC _ SOLAR PV 41C OULE8 TYP \-, OWING '7 OlL-VERF • 1 NA, Imp SFC }t TSAI fM1IY sw rm. stc it. re" mow EXISTING FACL.IIY INOSLIE ENERGY) SOIL GROUP C SO►I. TYPE 64 I A14470 KONA A 14.662 KOKA A194115 KONA AtA&-�t.dKONA A144144 KONA l 1 I r I ate views 'nay 1 OUSTING PACOLE ENERGY) v r A21437 KFRPER A2 331 I IMC A21626IWR ZR A21414HARKR ea' � I • S 142-1 1tiftlrB TgA$T . SOIL GROUP SO>ft TYJ'E 57 PERIMETER FEE ITYa.1 (F FENCE FADING Wan 1' SARNO WIRE TOP — E STRO WILL PAL) MOMS MAG'Y) 1 es r I AUCILIS KONA A16413 KONA A11•424 KONA A19 itI KONA 1 NS WELL& CARBRE+ 1 i I I i I 1 1 1 I I i 1 l FR6fS EINDA ! 2 gib U °C u 1 ts• is we 1 I +r s '' I Goo ors /' GLARY DAME. 1 S KOPPE LIDAP,Itu' S \\agsfs\pro jects\SYRC__B240001 \PROD\Grading\101 _ExistingConditions.dwg SNP NE 1/4, SEC 20, T6N, R64W SE 1/4, SEC 20, T6N, R64W FOE FRONT RANGE FARMS LLC /, CA THER YN S. FRANKLIN 60' RIGHT OF WAY WELD COUNTY ROAD 53 DOCUMENT NO. 106619 PRIVATE RESIDENCE (TYP.) 0 i NON-RESIDENTIAL BUILDING (TYP.) Know what's below. Call before you dig. WEST LINE OF SECTION 21, T6N, R64W c.5 zz wu) �Q Li 'sr wQco _- N I—� N Q O z Z 0 U � W OQ� � U z W Q OIL & GAS ACCESS PERMIT N CWYO ASSETS LLC APOG19-0051 SN T 0 0 EXISTING 12" CULVERT ,4X-\ka EXISTING UNNAMED PRIVATE DITCH, HEAVILY VEGETATED ,45 30' EASEMENT roar DCP PIPELINE REC. NO. 3846078 C c� i SOIL GROUP A SOIL TYPE 51 20' EASEMENT ko- CO. RIVER LLC I REC NO. 4811959 \ EXISTING 12" CULVERT 4740 i zi PURCELL CONSERVATION GROUP SOIL GROUP C SOIL TYPE 64 I i c 12.47 kVAC MV CIRCUIT UGG UGG _ OIL & GAS ACCESS PERMIT NOBLE ENERGY AP 16-00527 SOIL GROUP A SOIL TYPE 51 UGE 30' EASEMENT Ess4: DCP PIPELINE REC NO. 4631193 I 30' EASEMENT DCP PIPELINE (-'REC. NO. 3846078 � I II _I \ I AEI SOIL GROUP D I � SOIL TYPE 4 \ `� f MULLER SUZANNE A NOTES: SE 1/4, SEC 20, T6N, R64W NE 1/4, SEC 29, T6N, R64W i SOIL GROUP D SOIL TYPE 4 UGG 's �t A�2 UGG GREELEY #2 CANAL NW 1/4, SEC 28, T6N, R64W i A/k1-681 HARPER A21-674 HARPER A21-669 HARPER A21-664 HARPER A21-656 HARPER A21-649 HARPER A21-643 HARPER t1/4-1Ay 13-21 WELLS T�UST u UGE UGG `1- (2) EXISTING 15" CULVERTS w k� HARPER/KONA PV SOLAR ENERGY FACILITY SITE DEVELOPMENT USE BY SPECIAL REVIEW - USR24-XXXX SECTION 21, TOWNSHIP 6 NORTH, RANGE 64 WEST, 6TH P.M., WELD COUNTY, COLORADO NW 1/4, SEC 21, T6N, R64W EXISTING ACCESS ROAD w Z_ J 0_ W Lu CO O z SW 1/4, SEC 21, T6N, R64W EXISTING FACILITY (NOBLE ENERGY) A19-670 KONA A19-662 KONA A19-685 KONA k__ A19-679 KONA De A19-652 KONA A19-646 KONA A19-640 KONA SOIL GROUP C SOIL TYPE 64 30' EASEMENT w z o_ o_ o_ U 0 REC NO. 4631193 EXISTING 18" CULVERT EXISTING 15" CULVERT i i CENTER LINE OF SECTION 21, T6N, R64W 21B WELLS FAMILY EXISTING FACILITY (NOBLE ENERGY) f� EXISTING 12" CULVERT V \ NOBLE ENERGY INC A21-637 HARPER A21-631 HARPER A21-626 HARPER A21-618 HARPER 4725 14-21 WELLS TRUST UGG UGG OO0 PRELIMINARY - NOT FOR CONSTRUCTION DWG. �- A19-636 KONA A19-630 KONA A19-624 KONA A19-616 KONA IY M IY < < < < < _� CL -0_ Q Q Q Q Q Ot Ct C 0 0 0 0 0 �CSD 71' CO N. N. c)-) c)-) cet) cel) c)-) COCOCY) CY)CO Q QQQQ SOUTH LINE OF SECTION 21, T6N, R64W f� O. F' H FE RI- NCE r L k21 B WELLS/ CULBREATH 'et UGG 24-21 WELL II EXISTING WELL PAD (NOBLE ENERGY) UGG NOBLE ENERGY INC DRAWN CS T TL E 50' EASEMENT ISSUED FOR REVIEW ISSUED FOR REVIEW DI- SCR PTION ERBES LINDA L. 50' EASEMENT REC NO. 4273283 REVISIONS BY RODRIGUEZ BEN J. 21OD CULBREATH 23-21 CULBREATH 21B CULBREATH MCCORKLE JOHN K. & MCCORKLE LISA MS _.09/03/2 07/19/2 • 07/19/2 BY ATV BY 07/19/24 1 _ RODRIGUEZ BEN J. CENTER LINE OF SECTION 21, T6N, R64W 8620 Wolff Court Westminster, CO 80031 (303) 928-7128 OHU UGT UGG UGW / / z1/2///// /// EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR S ECTION LINE CENTER -SECTION LINE EXISTING PROPERTY LINE EXISTING RIGHT-OF-WAY EXISTING FENCE P ROPOSED FENCE EXISTING CULVERT EXISTING OVERHEAD UTILITY LINE EXISTING UNDERGROUND TELEPHONE LINE EXISTING UNDERGROUND GAS LINE EXISTING UNDERGROUND WATER LINE P ROPOSED OVERHEAD WIRE SOIL GROUP DELINEATION (NRCS WEB SOIL SURVEY) EXISTING TANK EXISTING POWER POLE EXISTING WELL - ABANDONED LOCATION EXISTING WELL - PRODUCING EXISTING ACCESS PERMIT - OIL & GAS 1. THE 5 ACRE SEF SHALL BE ENCLOSED WITH A SECURITY FENCE AS APPROVED PURSUANT TO A FENCING PLAN SUBMITTED TO THE DEPARTMENT OF PLANNING SERVICES. APPROPRIATE SIGNAGE SHALL BE PLACED UPON SUCH FENCING THAT WARNS THE PUBLIC OF THE HIGH VOLTAGE THEREIN. DATA SOURCE: EXISTING WELLS: ECMC EXISTING ACCESS PERMITS: WELD COUNTY PUBLICLY AVAILABLE DATA SOURCES HAVE NOT BEEN INDEPENDENTLY VERIFIED BY ASCENT. 300 CONTOUR INTERVAL = 1' THIS PLOT DOES NOT REPRESENT A MONUMENTED LAND SURVEY AND SHOULD NOT BE RELIED UPON TO DETERMINE BOUNDARY LINES, PROPERTY OWNERSHIP OR OTHER PROPERTY INTERESTS. PARCEL LINES, IF DEPICTED HAVE NOT BEEN FIELD VERIFIED AND MAY BE BASED UPON PUBLICLY AVAILABLE DATA THAT ALSO HAS NOT BEEN INDEPENDENTLY VERIFIED. CIVIL SITE PLAN SITE PLAN (EXISTING CONDITIONS) HARPER/ KONA PV SOLAR ENERGY FACILITY DRAW\ 3Y: OS ATIO\ DATE: 07/19/24 KED DA : 07/19/24 APPROVED: MS APP OVE D DATE: 07/19/24 \PROD\Grading\102_ProposedConditions.dwg \\agsfs\pro jects\SYRC__B24000 SE 1/4, SEC 20, T6N, R64W FOE FRONT RANGE FARMS LLC CA THER YN S. FRANKLIN NE 1/4, SEC 20, T6N, R64W L EXISTING 12" CULVERT PRIVATE RESIDENCE (TYP.)!Ill - - -2Sp 60' RIGHT OF WAY ir) WELD COUNTY ROAD 53 1 20' SETBACK RH I I V I8 30' EASEMENT I I DCP PIPELINE REC. NO. 3846078 POLE #1 RISER POLE WITH RECLOSER CABINET CONTAINING RELAY Know what's below. Call before you dig. POLE #2 LOCKABLE DISCONNECT SWITCH POLE #3 UTILITY METER POLE POLE #4 UTILITY RECLOSER RELAY POINT OF INTERCONNECTION PROPOSED ACCESS ROAD EXISTING 12.47 KV DISTRIBUTION CIRCUIT 12.47 kVAC MV CIRCUIT TO TRANSFORMER B WEST LINE OF SECTION 21, T6N, R64W i 219 b ►' 20' WIDE ACCESS ROAD a I cS 20' EASEMENT CO. RIVER LLC REC NO. 4811959 OIL & GAS ACCESS PERMIT NOBLE ENERGY AP 16-00527 OIL & GAS ACCESS PERMIT NCWYO ASSETS LLC APOG19-0051 /// VEHICLE TRACKING CONTROL EQUIPMENT AREA - B SOLAR TRANSFORMER, GROUNDING TRANSFORMER, SWITCHBOARDS, AND INVERTERS • MULLER SUZANNE A N 0 -FE \ Nek SE 1/4, SEC 20, T6N, R64W NE 1/4, SEC 29, T6N, R64W I SCREENED FENCE ( TYP.) 8' FENCE FABRIC WITH 1' BARBED WIRE TOP EXISTING UNNAMED PRIVATE DITCH, HEAVILY VEGETATED 414 SOIL GROUP A 20 UG FAO V1/L1NE SETgAC AC 3a' 1W1 TYP I 30' EASEMENT DCP PIPELINE REC NO. 4631193 �,ill�lli 30' EASEMENT DCP PIPELINE REC. NO. 3846078 N. i c� SCREENED FENCE (TYP.) 8' FENCE FABRIC WITH 1' BARBED WIRE TOP , 12.47 kVAC MV CIRCUIT • i i i i 20 I 1 UGG/ 's SOIL GROUP D rq..JGG 4735 UGG 0cc a PURCEL L CONSERVATION GROUP EQUIPMENT AREA - A SOLAR TRANSFORMER, GROUNDING TRANSFORMER, SWITCHBOARDS, INVERTERS, AND AUXILIARY LOADS a a 500' i UGG UqG X X CENTER LINE OF SECTION 21, T6N, R64W \ PERIMETER FENCE (TYP.) 6' FENCE FABRIC WITH 1' BARBED WIRE TOP i 28' A21-681 HARPER A21-674 HARPER A21-669 HARPER A21-664 HARPER A21-656 HARPER A21-649 HARPER A21-643 HARPER 165' MINIMUM SETBACK r EXISTING ACCESS ROAD HARPER/KONA PV SOLAR ENERGY FACILITY SITE DEVELOPMENT USE BY SPECIAL REVIEW - USR24-XXXX SECTION 21, TOWNSHIP 6 NORTH, RANGE 64 WEST, 6TH P.M., WELD COUNTY, COLORADO NW 1/4, SEC 21, T6N, R64W SW 1/4, SEC 21, T6N, R64W EXISTING FACILITY (NOBLE ENERGY) A19-670 KONA A19-662 KONA A19-685 KONA A19-679 KONA A19-652 KONA A19-646 KONA A19-640 KONA SOIL GROUP C SOLAR PV MODULES, TYP. 13-21 WELLS TRUST I 20' i i FLOWLI N E SETBACK 30' MIN, TYP. _ SEDIMENT BASIN G t'( O N UGG SCREENING FENCE TO EAST CORNER GREELEY #2 CANAL NW 1/4, SEC 28, T6N, R64W u 'c UGG I - Z J w J 2� ww �> Q f=w o O N U 45' EASEMENT EXISTING 18" CULVERT (2) EXISTING 15" CULVERTS PROPOSED TEMPORARY LAYDOWN AREA 21B WELLS FAMILY EXISTING FACILITY (NOBLE ENERGY) EXISTING 12" CULVERT NN NOBLE ENERGY INC SOLAR PV MODULES, TYP. A21-637 HARPER A21-631 HARPER A21-626 HARPER A21-618 HARPER PERIMETER FENCE (TYP.) 6' FENCE FABRIC WITH 1' - _ BARBED WIRE TOP 14-21 WELLS TRUST UGG EXISTING WELL PAD (NOBLE ENERGY) PRELIMINARY NOT FOR CONSTRUCTION A19-636 KONA a A19-630 KONA A19-624 KONA A19-616 KONA SOIL GROUP A SOUTH LINE OF SECTION 21, T6N, R64W _} RE HI- HENCE 21B WELLS/ CULBREATH GG 24-21 WELLS \ NOBLE ENERGY INC DRAWINGS aanalirala 1 REC NO. 4259207 ERBES LINDA L. 50' EASEMENT REC NO. 4273283 REVISIONS 210D CULBREATH 23-21 CULBREATH RODRIGUEZ BEN J. 21B CULBREATH MCCORKLE JOHN K. & MCCORKLE LISA ISSUED FOR REVIEW O S ISSUED FOR REVIEW ISSUED FOR REVIEW O S O S NO DESCRIPTION BY 09/03/24 RODRIGUEZ BEN J. CENTER LINE OF SECTION 21, T6N, R64W GEOMATICS SOLUTIONS ENER-GY SOLUTIONS 8620 Wolff Court Westminster, CO 80031 (303) 928-7128 EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR P ECTION LINE CENTER -SECTION LINE EXISTING PROPERTY LINE EXISTING RIGHT-OF-WAY EXISTING FENCE P ROPOSED FENCE EXISTING CULVERT EXISTING OVERHEAD UTILITY LINE EXISTING UNDERGROUND TELEPHONE LINE EXISTING UNDERGROUND GAS LINE EXISTING UNDERGROUND WATER LINE P ROPOSED 6' PERIMETER FENCE P ROPOSED 8' SCREENED FENCE P ROPOSED OVERHEAD WIRE HYDROLOGIC SOIL GROUP BOUNDARY EXISTING TANK EXISTING POWER POLE EXISTING WELL - ABANDONED LOCATION EXISTING WELL - PRODUCING EXISTING ACCESS PERMIT - OIL & GAS 1. THE 28 ACRE SEF SHALL BE ENCLOSED WITH A SECURITY FENCE AS APPROVED PURSUANT TO A FENCING PLAN SUBMITTED TO THE DEPARTMENT OF PLANNING SERVICES. APPROPRIATE SIGNAGE SHALL BE PLACED UPON SUCH FENCING THAT WARNS THE PUBLIC OF THE HIGH VOLTAGE THEREIN. DATA SOURCE: EXISTING WELLS: ECMC EXISTING ACCESS PERMITS: WELD COUNTY PUBLICLY AVAILABLE DATA SOURCES HAVE NOT BEEN INDEPENDENTLY VERIFIED BY ASCENT. 300 CONTOUR INTERVAL = 1' THIS PLOT DOES NOT REPRESENT A MONUMENTED LAND SURVEY AND SHOULD NOT BE RELIED UPON TO DETERMINE BOUNDARY LINES, PROPERTY OWNERSHIP OR OTHER PROPERTY INTERESTS. PARCEL LINES, IF DEPICTED HAVE NOT BEEN FIELD VERIFIED AND MAY BE BASED UPON PUBLICLY AVAILABLE DATA THAT ALSO HAS NOT BEEN INDEPENDENTLY VERIFIED. CIVIL SITE PLAN PROPOSED SITE PLAN HARPER/ KONA PV SOLAR ENERGY FACILITY R1-ATIO\ DA 07/19/24 07/1 9 / 24 AP9ROVED DATE: 07/19/24 P *OA _ CT B24.SYRC.OOO1 HARPER/KONA PV SOLAR ENERGY FACILITY SITE DEVELOPMENT USE BY SPECIAL REVIEW - USR24-XXXX SECTION 21, TOWNSHIP 6 NORTH, RANGE 64 WEST, 6TH P.M., WELD COUNTY, COLORADO 1 1H0 U_ 0 F- LU J I_LI \\agsfs\pro jects\SYRC__B240001 \PROD\Grading\301 _SitePlanDetails_AccessRoad.dwg nHo 1 r nHo WEST LINE OF SECTION 21, T6N, R64W n: Io nHo ion ion i-WELD COUNTY ROAD 53 — ion I Min mon f � I mon co � oon oon Min mon oon VEHICLE TRACKING CONTROL r i Z S 1 i i UGG oon 11+00 hoc\ EXISTING 12.47 KV DISTRIBUTION CIRCUIT n ,o �` c\ son ion mon UGG oon nHo nHo nHo oon UGG ion mon oon ion ion nHo ion oon mon oon oon oon mon oon oon oon ', vO mon oon oon rn o cn Cn POINT OF INTERCONNECTION POLE #4 UTILITY RECLOSER RELAY IIHU I t_/ ion ion don I 8 I _ mon mon Mon *mon _ oon oon oon 12+00 13+ ao N 00'17'03"E 518-.02' 0 14+00 O oon POLE #3 UTILITY METER POLE oon —.j_ oon oon oon on t o� POLE #2 LOCKABLE DISCONNECT SWITCH 15+00 i nH0 nHo eon mon _ DO 0 son ion mon 17+09 d- — 0 oon A=080°02'11" R=60.00' CH=N39°44'03"W D=77.16' L=83.81' U POLE #1 RISER POLE WITH RECLOSER CABINET CONTAINING RELAY P LAN VIEW OF HARPER/ KONA SOLAR PV SYSTEM SITE DEVELOPMENT NORTH ACCESS ROAD 4750 HORIZ SCALE: 1"=150' VERT SCALE: 1"=15' 100 SCALE: 1"= 50' 4750 4745 4740 PVI PVI 0.99%� 4735 4730 STA:11 +62.57 ELEV: 4737.97 K: 9.69 LVC: 4.86 BVCS: 11+60.14 B_V_CE: 4737.94 EVCS: 11+65.00 EVCE;4737.9.9. EXISTING GROUND VI STA:14+34.95 'VI ELEV:4740.65 K: 449.59 C:107.90 BVCS: 13+81.00 BVCE: 4740.01 EVCS: 14+88.90 EVCE: 4741.16 0.80% SUBGRAGE EXISTING GROUND 10+00 NO (JD NO 10+50 r`- 11 +00 f r 11+50 12+00 f�- cU cci 12+50 1 .19% GEOTECH FACRIC FINISH GRADE 13+00 13+50 STATION I 0.95 FINISH GRADE 4745 1.24 4740 4735 14+00 P ROFILE VIEW OF HARPER/ KONA SOLAR PV SYSTEM SITE DEVELOPMENT NORTH ACCESS ROAD 14+50 15+00 P ROFILE VIEW OF IRVINE NORTH SOLAR PV SYSTEM SITE DEVELOPMENT ACCESS ROAD Know what's below. Call before you dig. NOTE S: PRELIMINARY - NOT FOR CONSTRUCTION DWG. N O. 15+50 (Ni 4730 0o to K7 d- 16+00 16+50 171-71008.94 DRAWN T T� f - I i o 0 0O i i i 10+00 i i r� CO r_ irrrirrrtil�ItlltlllllllilltlilJtl[li EXISTING 12" CULVERT i r , i i n VEHICLE TRACKING CONTROL r J 1 r 1 , 1 1 i r II 14111rii _ r i , n 1 , , r r 1 I ni oon ---� oon 111 11 + 00� 11 28 l son I] oon 0 i r 1 i n 1 tie oor 50 SCALE: 1n= 50' 100 PLAN VIEW OF HARPER/ KONA SOLAR PV SYSTEM SITE DEVELOPMENT SOUTH ACCESS ROAD ELEVATION (FT) 4745 HORIZ SCALE: 1"=150' VERT SCALE: 1"=15' 4745 4740 4740 4735 SUBGRAGE 4730 4725 GEOTECH FACRIC EXISTING GROUND FINISH GRADE FINISH GRADE 4735 EXISTING GRADE 4734 4725 N M r\ N r d' 10+00 10+50 STATION 11+00 11+28.23 PROFILE VIEW OF HARPER/ KONA SOLAR PV SYSTEM SITE DEVELOPMENT SOUTH ACCESS ROAD B ISSUED FOR REVIEW A ISSUED FOR REVIEW Nn DESCR IP TI 0 N REV/ S Oft S O S 09/03/2 O S 07/19/2 BY M s o9/a3/z M S 09/03/2 M S 07/19/ M S 07/19/24 DY ■BY D Tr - SYRCUIT E r'I PI O L U T I O S LEGEND: 5280 i OHU UGT UGG UGW 0 H W O • DATA SOURCE: EXISTING WELLS: ECMC EXISTING ACCESS PERMITS: WELD COUNTY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR S ECTION LINE CENTER -SECTION LINE EXISTING PROPERTY LINE EXISTING RIGHT-OF-WAY EXISTING FENCE P ROPOSED FENCE EXISTING CULVERT EXISTING OVERHEAD UTILITY LINE EXISTING UNDERGROUND TELEPHONE LINE EXISTING UNDERGROUND GAS LINE EXISTING UNDERGROUND WATER LINE P ROPOSED OVERHEAD WIRE EXISTING TANK EXISTING POWER POLE EXISTING WELL - ABANDONED LOCATION EXISTING WELL - PRODUCING EXISTING ACCESS PERMIT - OIL & GAS RESIDENCE BUILDING PROPOSED GRAVEL ROAD SETBACK BUFFER WETLANDS BOUNDARY CONFLICT PUBLICLY AVAILABLE DATA SOURCES HAVE NOT BEEN INDEPENDENTLY VERIFIED BY ASCENT. DISCLAIMER: THIS PLOT DOES NOT REPRESENT A MONUMENTED LAND SURVEY AND SHOULD NOT BE RELIED UPON TO DETERMINE BOUNDARY LINES, PROPERTY OWNERSHIP OR OTHER PROPERTY INTERESTS. PARCEL LINES, IF DEPICTED HAVE NOT BEEN FIELD VERIFIED AND MAY BE BASED UPON PUBLICLY AVAILABLE DATA THAT ALSO HAS NOT BEEN INDEPENDENTLY VERIFIED. ASCENT GEOMATICS SOLUTIONS 8620 Wolff Court Westminster, CO 80031 (303) 928-7128 www.ascentgeomatics.com R A W CIVIL SITE PLAN ACCESS ROAD PLAN & PROFILE HARPER/ KONA PV SOLAR ENERGY FACILITY 3Y: OS CHECKED 3Y: MS APPROVED: MS AT O\ _DATE: 07,/19/24 CHEC �E DA I F _ : O7/1924 APPROVE SATE: O7/19/24 P-OJECT No.: 824.SYRC.OOO1 SCALE: 1 = 5O DWG. \ o. 201 c I- f- T �� n 4 OF S \PROD\Grading\401 _FencePlan.dwg \\agsfs\pro jects\SYRC__B24000 3 STRANDS OF STANDARD 4 PT. 12 z GA BARBED WIRE WITH 4" SPACING 2" (TYP I . _if_#_n_.�_�_#_0� ..1.:1_:f:.1:tat. LINE POST (TYP) CONCRETE POST FOUNDATION 3000 PSI, 3" SLUMP (MAX) 2-4% ENTRAINED AIR 10" DIA (MIN) 20' SINGLE SLIDE GATE - ELEVATION VIEW NO SCALE \PROD \Grading \303_Si tePl anDeta it \\agsfs\pro jects\SYRC__B24000 (VARIES) NOTES CONCRETE POST FOUNDATION 2500 PSI, 3" SLUMP (MAX) 2-4% ENTRAINED AIR PUSH BAR C/W HARDWARE AND SECURITY SHIELD WELDED TO GATE -it Ye )r 7� --{ WA E GATE WALK GATE 1111111111111111111111 11 11 11 11 1 1 11 11 111 1111111111111111111111111111111111111111111111111 LATCH \\/ >4 CONCRETE POST FOUNDATION 3000 PSI, 3" SLUMP (MAX) 0 2-4% ENTRAINED AIR WALK GATE - ELEVATION VIEW NO SCALE PRELIMINARY - NOT FOR CONSTRUCTION HARPER/KONA PV SOLAR ENERGY FACILITY SITE DEVELOPMENT USE BY SPECIAL REVIEW - USR24-XXXX SECTION 21, TOWNSHIP 6 NORTH, RANGE 64 WEST, 6TH P.M., WELD COUNTY, COLORADO (VARIES) (VARIES) TENSION ROD WITH TYPICAL SLAT KNUCKLED SELVEGES DETAIL (TOP AND BOTTOM) DETAIL VIEW GATE HINGE (TYP) TERMINAL POST 12" (TYP) TYPICAL CORNER POST DETAIL (FABRIC WRAPPED AT CORNER AND FASTENED WITH WIRE TIES) PICTORIAL VIEW NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 3. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER 3437-002. PRIVACYMASTER SUPREME PRIVACY SLATS FOR SCREENING FENCE 2" MESH W/ SUPREME PRIVACY SLATS (OR APPROVED ALTERNATE) DRAWINGS ISSUED FOR REVIEW PT ON REVISIONS SECURITY FENCE NOTES 1. FABRIC SHALL BE 9 GAUGE 2 INCH MESH GALVANIZED WIRE CHAIN LINK FENCING (HEIGHT AS SPECIFIED) WITH TWISTING AND BARBS ON BOTH SALVAGES. TENSILE STRENGTH OF FABRIC SHALL BE 80,000 PSI. 2. FOR ARRAY SCREENING PRIVACY FENCE SLATS ARE TO BE INSTALLED AS SHOWN ON THE CIVIL SITE PLAN, SHEET 3 OF 8 MANFACTURED BY ULINE PRODUCT MODEL S-25653 BEIGE COLOR OR APPROVED EQUIVALENT. 3. BARBED WIRE SHALL CONSIST OF THREE 12 1/2 GAUGE STRANDED LINES WIRES WITH A GALVANIZED COATING OF AT LEAST 0.30 OUNCES PER SQUARE FOOT OF WIRE SURFACE AND 14 GAUGE GALVANIZED BARBS IN A 4 POINT PATTERN ON 5 INCH CENTERS. 4. BOTTOM TENSION WIRE SHALL BE A MINIMUM OF 7 GAUGE STEEL WITH A GALVANIZED COATING OF AT LEAST 0.40 OUNCES PER SQUARE FOOT OF WIRE SURFACE. TENSION WIRE IS TO BE ATTACHED TO THE FABRIC USING 11 GAUGE GALVANIZED TIE RINGS AT 2'-0" INTERVALS. 5. TOP RAIL SHALL PASS THROUGH INTERMEDIATE POST TOPS AND FORM A CONTINUOUS BRACE WITHIN EACH STRETCH OF FENCE AND BE SECURELY FASTENED TO TERMINAL POSTS. 6. POST BRACES SHALL BE PROVIDED FOR EACH GATE, CORNER, PULL AND TERMINAL POSTS. BRACE SHALL BE OF THE SAME MATERIAL AS THE TOP RAIL AND TRUSSED TO LINE POSTS WITH 3/8"O RODS AND ADJUSTABLE TIGHTENERS. 7. FABRIC SHALL BE CONNECTED TO LINE POSTS WITH 6 GAUGE WIRE CLIPS EVERY 14"; TO TOP RAIL WITH 9 GAUGE WIRES EVERY 24"; TO TERMINAL, CORNER AND GATE POSTS BY INTEGRALLY WEAVING INTO THE POST OR BY USING 1/4" X 3/4" TENSION BARS TIED TO THE POST EVERY 14" WITH TENSION BANDS AND 3/8"O BOLTS AND NUTS; TO TENSION WIRE WITH 11 GAUGE TIE RINGS EVERY 24". 8. POST TOPS SHALL FIT OVER THE OUTSIDE AND EXCLUDE MOISTURE FROM TUBULAR POSTS. LINE POSTS TOPS SHALL BE COMBINATION TOPS AND BARBED WIRE SUPPORTING ARMS. ORNAMENTAL TOPS SHALL BE USED ON TERMINAL CORNER AND GATE POSTS. 9. GATE FRAMES SHALL BE 1.90" O.D. PIPE CONNECTED WITH FITTINGS AND RIVETED AT EACH CORNER. EACH FRAME SHALL HAVE 3/8" ADJUSTABLE TRUSS RODS. GATES SHALL HAVE POSITIVE TYPE LATCHING DEVICES WITH PROVISIONS FOR PADLOCKING. 10. POSTS, GATE FRAMES, BRACES, RAILS, STRETCHER BARS AND TRUSS RODS SHALL BE MADE OF STEEL. REINFORCING WIRES SHALL BE OF HIGH CARBON STEEL. GATE HINGES, POST CAPS, BARBED WIRE SUPPORTING ARMS, STRETCHER BAR BANDS AND OTHER PARTS SHALL BE OF STEEL, MALLEABLE IRON, DUCTILE IRON OR EQUAL, EXCEPT THAT TIE CLIPS MAY BE OF ALUMINUM. ALL STEEL AND IRON SHALL BE ZINC COATED AFTER FABRICATION WITH A ZINC COATING OF 2.0 OUNCES PER SQUARE FOOT OF SURFACE AREA. 11. LINE POSTS SHALL BE EVENLY SPACED 10'-0" OR LESS APART. 12. LINE POSTS TO BE GROUNDED BY MCSI (MORE CONTROL SYSTEMS INC.) 13. DIMENSIONS: DESCRIPTION TERMINAL POSTS LINE POSTS GATE FRAMING TOP AND BRACE RAILS GATE POSTS: GATE WIDTH UNDER 7' GATE WIDTH 7' TO 13' GATE WIDTH 13' TO 18' MEMBER DIAMETER 2 7/8" 2 3/8" 1.90" 1.66" 3 1/2" 4 1/2" 6 5/8" CONSTRUCTION NOTES: A. DESIGN INFORMATION 1. CODES AND STANDARDS A. ASSOCIATION OF STATE HIGHWAY TRANSPORTATION OFFICIALS (AASHTO). B. AMERICAN CONCRETE INSTITUTE - "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", (ACI-318-02). 2. FOUNDATIONS A. ALLOWABLE NET SOIL BEARING PRESSURE FOR PIER FOOTINGS - 2500 PSF. B. MINIMUM DEPTH FOR FOOTINGS - 3'-6" BELOW GRADE. B. CAST -IN -PLACE CONCRETE 1. MATERIALS A. CONCRETE - 28 DAY STRENGTH -F'C =3000 PSI. B. CEMENT - PORTLAND CEMENT ASTM C150, TYPE 1 OR TYPE II. C. AGGREGATES - CONFORMING TO ASTM C33. D. AIR ENTRAINING ADMIXTURES - CONFORMING TO ASTM C260. E. NON -SHRINK GROUT - 28 DAY STRENGTH - F'C = 5000 PSI. F. REINFORCING STEEL - ASTM A615, GRADE 60 2. CONCRETE CONSTRUCTION SHALL CONFORM TO "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI-301-99). 3. CONCRETE PROTECTION FOR REINFORCING SHALL BE IN ACCORDANCE WITH ACI-318-02. ASCENT GEOMAIICS SOLUTIONS SYRCUIT ENER-GY SOLUTIONS 8620 Wolff Court Westminster, CO 80031 (303) 928-7128 www.ascentgeomatics.com CIVIL SITE PLAN DETAILS HARPER/ KONA PV SOLAR ENERGY FACILITY D AWN BY. OS I- A TI 0\ PATH. 07/19/24 I---1')0JECT B24.SYRC.OOO1 NOT TO SCALE CI EC<I- 3Y: MS %I fEC QED DATE; 07/19/24 APPROVED:. MS DATE: 07/19/24 S HT T (No.. 6 OF 8 _ HARPER/KONA PV SOLAR ENERGY FACILITY SITE DEVELOPMENT USE BY SPECIAL REVIEW - USR24-XXXX SECTION 21, TOWNSHIP 6 NORTH, RANGE 64 WEST, 6TH P.M., WELD COUNTY, COLORADO \PROD \Grading \303_Si tePl anDeta it \\agsfs\pro jects\SYRC__B24000 I TENSION WIRE TENSION BANDS @ 14" O.C. TENSION BAR TERMINAL POST 11 GA. WIRE FASTENERS itiaritrar seivellar* *** •resirpd• • •so No sr I,�_�• �I••••1••alelos1••�••••ire1••••••• I� I♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦��♦♦��♦♦♦♦♦♦♦�♦♦•♦♦♦♦♦�♦�n%**%*** *** as* 4k* ♦�♦♦ Ii • 1• ♦assess--�-41 II BRACE RAIL LINE POST (TYP.) PERMANENT STATION AND SUBSTATION FENCING DETAIL ISOMETRIC VIEW - FENCE CORNER (NO SCALE) TENSION BAR THRU-BOLT TENSION BAND DETAIL NO SCALE POST PORTION OF HINGE GATE HINGE DETAIL NO SCALE TRUSS RAIL TERMINAL POST THRU-BOLT TYP. GATE PORTION OF HINGE I CATCHER POST TOP COMPANION TOP RAIL 4" O.D. POST SMOOTH LEADING EDGE. (NO PROTRUSIONS PER ASTM F2200-05) GATE CATCH ASSEMBLY DETAIL NO SCALE 3 STRANDS OF STANDARD 4PT. 12 1/2 GA. BARBED WIRE WITH 4" BARB SPACING i i I RAIL SPLICE. USE AT EACH MILL CUT (TYPICAL) 0 1/4" DEEP CRIMP TOP RAIL RAIL SPLICE DETAIL NO SCALE SWING GATE FRAME LATCH IN "OPEN" POSITION LATCH ASSEMBLY NO SCALE SWING GATE FRAME DROP ROD GUIDES ATTACHED TO GATE FRAME WITH BOLTS ALLOWING FOR EASY ADJUSTMENT TERMINAL POST SWING GATE FRAME LOCKING TANG 1 LATCH IN "CLOSED" POSITION EZ LATCH DROP ROD 1-3/8" HEAVY DROP ROD s D D A o s A n A 0 s /\ CONCRETE POST FOUNDATION 2500 PSI, 3" SLUMP (MAX) 2-4% ENTRAINED AIR 1-5/8" STOPPER WELDED TO DROP ROD 6" FROM BOTTOM TO PREVENT REMOVAL FROM GUIDES DOUBLE SWING GATE DROP ROD DETAIL NO SCALE TOP RAIL 1 3/4" I.D. X .17 GA. GALV. TUBE X" X3/4" SLOTS 45° POST TOP DETAIL NO SCALE ARM SHALL SUPPORT 450 LBS. TEST LOAD 4 PT 12 %2 GA BARBED WIRE W/4" SPACING 1 3/4" I.D. FOR TOP RAIL LINE POST NOTES Know what's below. Call before you dig. PRELIMINARY - NOT FOR CONSTRUCTION H FE �lCE DRAWN S REVISIONS SYRCUIT ENER-GY SOLUTIONS CIVIL SITE PLAN DETAILS HARPER/ KONA PV SOLAR ENERGY FACILITY DWC. N0 T TL f - B ISSUED FOR REVIEW A ISSUED FOR REVIEW NO DESCRIPTION OS oS 11/5/2 07/19/2 MS MS 11/5/2 MS 07/19/2 M%7/19/2 D4 ASCENT GEOMAIICS Sari ONS 8620 Wolff Court Westminster, CO 80031 (303) 928-7128 www.ascentgeomatics.com DU\.IN BY. OS A T 0\ PATH: 07/19/24 I---1' ) 0 J E C T No: o B 2 4. S YR C. 0 0 01 CI EC< I- I _ fECKED 3Y: MS DATE: 07/19/24 APPROVED: MS A J DROVE _ J DATE- ° 07/19/24 AL NOT TO SCALE DWG. N 402 S I- I- T (No.. 7 OF 8 \\agsfs\pro jects\SYRC__B240001 \PROD\Grading\304_SitePlanDetails_ElevationDetail.dwg ARP R/KONA PV SOLAR ENERGY FACILITY SITE DEVELOPMENT SINGLE SYSTEM AXIS BY ARRAY TRACKER TECHNOLOGIES. RACKING USE BY SPECIAL SECTION 21, TOWNSHIP WELD 6 NORTH, COUNTY, REVIEW - USR24 XXXX RANGE 64 WEST, 6TH COLORADO P.M., 20� - 0" FOR FOR MANUFACTURER ADDITIONAL DETAILS DRAWINGS 7'-6" 12'-6" / 1 /'‘ r \ // PV MODULES /'% r \ 52° (MAX) // TYPICAL TABLE SIZE \\ \\ \ / \ i % /j \ 7- / \ i % /j 1 1 1 `�� 26, MODULES 78 OR 104 LANDSCAPE MODULES WIDE 6:� �� f ROTATION � , � >- � �\ MECHANISM \' / �/ �� RACKING DIMENSIONS SHOWN ARE N � i /� %, \ 't %-/ TYPICAL FOR FLAT GRADE. DRIVEN DIMENSIONS MAY VARY WHERE 1 -�-- PIER � SLOPES EXIST. a� -I I I I I I 2.5' NOMINAL VARIES � i � o i i I III � _III WITH GRADE O w � z co oQ IC > RACKING DETAIL NO SCALE \ 4 I TORQUE TUBE PV MODULE i 3] I D I • 0 • DRIVE COLUMN OCTAGONAL CLAMP o o • D CENTER STRUCTURE . � POWER & CONTROLS � ••. � .•. - BOX WITH SWITCH } •.. • GROUNDING STRAP MOTOR HOUSING •••••6'• • � I. ..; o �_ �I DRIVE �'•• -LINE I GEAR RACK ••• ••'' GEAR BOX 88 VERTICAL PVC STUB UPS FOR � COMMUNICATION & POWER _ _ " --N''- SWITCH TO LFNC FOR FINAL \ ' ' � � � 24" AT CONNECTION TO TRACKER AND MOTOR, ELECTRONICS SWITCHING BOX i - - � � � � � � BACK SIDE VIEW POWER & CONTROL BOX � � MOUNTED BEHIND GEAR RACK NOTE: SEE FOR ARRAY SPECIFIC TECHNOLOGIES INSTALLATION DRAWING INSTRUCTIONS SET ' III III HI HI -III III I I I I -II I HI -HI 1 • , , , , , I � I � SINGLE AXIS TRACKERD AIL NOTES: NO SCALE 1. SOLAR SWITCHBOARDS, 2. SEE SHEETS AREA EQUIPMENT 6 INVERTORS AND 7 FOR INCLUDING FENCE AND AUXILIARY ELEVATIONS SOLAR EQUIPMENT AND ABOVE GROUNDING FINISHED HAVE TRANSFORMERS, A MAXIMUM GRADES. HEIGHT OF 6'. NOTES: ICI- FFHI- DICE DRAWINGS REVISIONS CIVIL SITE PLAN syR c 1 LEVATION DRAWINGS ENERGY SOLUTIONS' knowwhat'sbelOW. �a i beforeyoudg �ARPER/ KONA PV SOLAR ENERGY FACILITY PRELIMINARY NOT FOR CONSTRUCTION ......7\N p., 8620 Westminster, Wolff Court CO 80031 ��A��iN BY: OS CI EC<I- i �Y: MS APPROVED: MS - C=�� ,�TIO� PATH 07/19/24 CHEC�E> DATE- 07/19/24 �,��ROVF J DATE- 07/19/24 A ISSUED FOR REVIEW OS 07/19/2 MS 07/19/2 MS 07/19/2- I-':-\)0JECT I�lNo:B24.SYRC.0001 DWG. \o.: S EFT No.. ASCENT (303)928-7128 GEOhIATIC5 SOLUT ONS www.ascentgeomatics.com DING. 110. TITLE- I�JO DESCRIPTION B i I ;�r _1 D,\ 1 I- I� i� L 1 L, 1I- <�,�;�L- NOT TO SCALE 403 8 OF 8 Hello