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GENERALNOTES 1. ALLUTILIIYWORKSHALLCONFORMWIMGARFl COUNTYIANOAMDLLSEDEVELOPMENTCODE. 2 ALLSTEWORK8HALLCONFORMTOGARFIELDCOI.WTYLANDAND USE DEVELOPMENTCOOE. 3. THEOWNERSHPIIBERESPONSOB THWUGHHISMGINEER, FOR MAKINGALLENGINEERWGPUN CHANGESANDREVISIONSTOTHEORIGINGL APPROVED ENGINEERING DRAWINGS. ALL CHANGES SHALE BE APPROVED BY THE COUNTY PRIOR TO CONSTRUCTION. FINK SEALED WECORD 4, 5. OF ALL EXISTING UTILITIES AND SHOULD NOT RELY SOLELY ON THESE PLANS UNDERGROWTH SMALL BE DISPOSED OF PROPERLY WITHIN THE COUNTY LANDFILL ALL DEBRIS SHALL BE REMOVED FROM THE SITE PRIOR TO FINAL SITE INSPECTION. S. THE CONTRACTOR SHALL CONFINE HIS OPERATIONS TO THE CONSTRUCTION LIMITS OF THE PROJECT AND IN NO WAY SHALL ENCROACHMENT OCCUR ONTO ADJACENT PROPERTIES UNLESS LEGAL EASEMENTS ME OBTAINED. ALL PILL AND CUT SLOPES SHALL BE SETBACK FROM THE PROPERTY LINE IN ACCORDANCE WITH CHAPTER N OF THE UNIFORM BUILDING CODE. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY AGREEMENTS NECESSARY OR DAMAGE CAUSED BY CONSTRUCTION ACTNEFES TO PUBLC OR PRNATE PROPERTY INCLUDING UTILITIES. 7. ALL CHANGE ORDERS SHALL BE CERTIFIED By A COLORADO PROFESSIONAL ENGINEER AND RECEIVE COUNTY APPROVAL PRIOR TO IMPLEMENTING CHANGE ORDER CONSTRUCTION. B. THE CONTRACTOR SHALL IMPLEMENT THE NECESSARY SINE EROSION CONTROL DEVICES FOR INHIBITING DUST, WINO AGO AIR SEDIMENT MOVEMENT OFFSITE DURING ALL PHASES OR STAGES OF CONSTRUCTION, 9. ALL UTILITY APPURTENANCES SUCH AS TELEPHONE PEDESTALS, ELECTRICAL BONES, GAS AND TELEVISION, SHALL BE PLACED OUTSIDE THE PUBLIC RIGHT-OF-WAY AND WITHIN UTILITY EASEMENTS, THE DEVELOPER WILL BE RESIMNSIBHE FOR RELOCATION OF MISLOCATEO GUILTY 10- ITSHALLBETIERESPONSIBILEYOF THE CONTRACTOR TO OSTNN ALL REQUIRED PERMNS FROM THE COUNTY. 11. FILLBSHWLONOTBEPIACEDWHERETHEYWUSUDEORWASHCNTOOTHERPROPMWONWERS. 12, O DINATONBETNEENKLPAR MISANESSENTIALPARTOFACOYTRACT. CAUT/OMI EWST/NG LIMIT/ES PRESENT ONS/TE WHEELER GUL CH SOLAR FARM GARF/ELD COUNTY, COL ORADO CIVIL SITEPLANS Parc e/ No. 217133 9 00020 The SE114 NE114 (Lot 5) Section 33 & Part ofthe Sly 114 NW i/4 and NW 114 Sly 114 (Lots 3 & 10) Section 34 T6S, R96Ir1. 6th R M. C, "ERUS O/L & GAS, LL C FUS/ON INDUSTR/ES, LL C WYOMING LOCATION MAP SCALE: 1" = 1 Mile OCTOBER 2023 Z;M8rehPNNE0UKG2 Ptgabp2280 Fusion Ca s I INDEX OF SHEETS I FLOOD NOTE THE PROPERTY B LOCATED IN AN AREA WHERE NO FLOOD MAP HAS BEEN PRINTED. IN ACCORDANCE WITH FEMA FIRM, IIAE%, MAP Y00020513X9 WITHAN AFFECTIVE DATE OF DECEMBER 16, 19YJ. CALLBEFOREYOUDIG CALL III A MINIMUM OF 24 HOURS BEFORE OIGGIPB.ALL POTENTIAL UTILTry OWNERS SHALL BE CLEARED BEFORE DIGGING, CONTROLPOINTS SURVEYING INFORMATION OBTAINED FROM WASATCH SURVEYING, FRUITA COLORADO. PROJECT NUMBER: 22-1303 DATE: JUNE 15. ING2 CONTACTS OWNER -CAERUS OIL AND GAS, LLC CIVIL ENGINEER -MAGRYM CONSULTING, ANC (4S2)9WV37 ELECTRICAL ENGINEER- FUSION INDUSTRIES, LED (405)AS7100 PROJECTBCOPE' THE PROTECT ENTAILS THE INSTALLATION OF A SOLAR PHOTOVOLTAIC SYSTEM AT HE PROJECT SITE. THE SYSTEM WILL BE A NET ELECTRICITY EXPORTER TO THE UTILITY GRID. THE INSTALLATION CONSISTS CO NEW STEEL PILES AND SINGLE ANTS TRACKER W STRUCTURES WITH MOUNTED PHOTOVOLTAICS. THE SYSTEM WILL RE INTERCONNECTED TO AND WILL BE OPERATEG IN PARALLEL WITH ENERGY PRONDER ELECTRIC GRID PER THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. GRADING SCOPE: 1. SITE CI-SAMNG AND GRUBBING, 2 ONBITE MAINTENANCE MAD (AT�GRME):OVER.EXCAVATION, SCARIFICATION AND COMPACTION OF NATIVE MATERIAL; PLNCEMENT OF PAVEMENT OF GRAVEL PER GEOTECHNICK RECOMMENDATIONS. 2. SITE ENTRANCE DRIVEWAY EXCAVATION, SCARIFICATION AND COMPACTION OF NATIVE MATERIAL, 4: OVER -EXCAVATION, SCARIFICATION AND COMPACTION FOR ELECTRICAL EQUIPMENT PAM. PROPERTYAREA: - *BLAWACRES SREAREA: - k62.273ACRES WBVA71M AREA: t o..050ACRES SYSTEMSUM.MARY- -- IATINOE60NOITUDB WABrs..]LV.ILLu snow LwDlrsF] ae I wINDLwBLRmIu s NODULES v ASURfMuSMKCG MODAL}: WAUTRY 1LM MODULE RAWER SSOw MGIM.IEDWENABONE $i7Fmpallllna STRING LBN6111 26 MODULES; TRM'F.9. T1TR N.YRJLDIMiTP ISIRINGTRAC%BR LBNGTE nLIMNJLt3Dua'1 9 MDpNLFS: l0.A.R.]Im ".1 TRACRFl [lNINT R.MMI NO 'MODULE, 1. PITCH IFI.O.Al) rcR wow. INFORMATION OBTAIN FROM SUNFOLDING PLAN SET. PROJECT: WHEELER GULCH. DATE: JANUARY 26, 2023 N cc c pp L LV ,r Soso G F3 rm L. M ft cl Ld R=l3LfLr2 5 16�1 ca Q _w Cm y M. 'r 3 VJ g cm N7 ca ea A:1 A MAGRYM TEXAS #19848 NORTH DAKOTA #28610PE OKLAHOMA #8561 PE 1AGRYM CONSULTING, INC. 110 W. LOUISIANAAVE. STE 314 MIDLAND, TX 78701 (432) 999&2737 www.magrym.com G T G i R V V U U 3 g o w ! J FUSION FUSION INDUSTRIES, LLC PO BOX 16340 OKC, OK 73113 WHEELER GULCH SOLAR FARM GARFIELD COUNTY, COLORADO COVER SHEET AND GENERAL NOTES 22-280 x x IXU�REIN/NFCACE .— -�[bt _ — _ } { `. N EX]S PoOYfRPo[E W �1 N TG WWPKACE N �� � \ \ �—_EXX/8T/ySFENDE ]OREANAM�CE \ \ � \ � S)MIG�NERAXES ro WINRACE u sit aJ, F7;' I \ \�N \ gyp roaelwvWx,r� �✓ @ \ _ \ IXASTNNG WPIALF I % I �- 1y0 G IX/SIYM1'u WELL PAD I I O 0 / T 'L 'M EA]STWGROAD gyp �V x �• �� EMSnNGWELLMO� � V� -\� SLALEI'YW' 0 SO' fOp' 10V OEMd moNNOTES 1. CONTRACTORSMUWCUREALLPERMITSREOUIREDFORDEMOLITMMD SHALL NOTIFY ALL RESYECNVE GOVERNMENTAL AND UTILITY AGENCIES AFFECTED BY DEMOLITION PRIOR TO STARTING DEMOLRION 1. ALL CONSTRUCTION 0.pEPITIONS SHALL SE ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE REGULAPCNS OF THE U S CCCUPAOCNAL HEALTH AND SAFETY ADMINISTRATION. COPIES OF OSHA STANDARDS WY BE PURCMSED FROM ME US. GOVERNMENT PRINTING CFRCE INFORM ATION AND RELATED RLTERENCE MATERIALS MY Be PURCwwD FROMOSHA. 3. PRIOR TO DEMOLITION, PROPER PHASING OF EROSION CONTROL DEVICES ARE TO SE INSTP . A ALL CE UnON AMD CONSTRUCTION DEBRIS SHALL BE FEMOVED MOM THESREW ACCORDANCEWITIAfLAPPL�CABCE RULESANG REOUI.ATONS. S ALL BARRICADES AND WARNING SIGNS SHALL CONFORM TO THE MUTCD LATEST EDITION AND ARE GENEFALLY LOCATED TO AFFORD MAXIMUM PROTECTION TO THE PUBLIC AS WELL AS CONSTRUCTION PERSONNEL AND BQtAPMEMT AND TO ASSURE AN FXPE row TRAPPO FLOW AT ALL TIMES DURING THE PROGRESS OF WORK THE CONTRACTOR SMALL PROVIDE ACCESS FOR LOCAL TRAFFIC & ANY ADDITIONAL CONCRETE PAVING FOOTINGS OR STRWTURES NOT IDENTIFIED ON THIS RAN SHALL BE LOCATED BY CONTRACTOR AND sOBMTED ENGINEEF FORAMWOVAL I CONTRACTOR SHALL IXFFLISE EXTREME CAUTION AS BC CONTAINS PRNATE AND PM1 UTM1ITIE& CONTRACTOR SHALL LAM. COO=0 `OR (f-9CD]10.B5]If AT LEAST ]2 HOURS PRIOR TO COMMENCING DEMOI/TIONOR CONSTRUCTION ACI,V & CONTRACTOR SRAM CONTACT ANY OTTER UTST' COMPANIES WH DO NOT SUBSCRIBE TO TIE DIG TEST PROGMM F041/NR MARKINGS THE CONTRACTOR SEARS SdE RESPONSIBILITY FOR VEMF/ING LOCATIONS OF EXISTING UTILITIES, SHOWN OR NOT S40WN ANO FORREPAIRMANVDAAMGEDONE TO THESEFACILITKES. SURVEY POINTS SURVEYING M'FORMATON OBTAINED MOM %M ATOI SURVEYING. FRUITA, COORADO. CONTRCTOR SH VERIFY ALL SMIADARY, CQVTROL EASEMENT, UTILITY AND TOPOGRAPHIC INFORMATION FROM THE ALTA SURVEY PRIOR TO CONSTRUCTION. XEYEO NOTES O FEMCWENISTNGFENCE O FEMOVE EMSTM'G POWER POLE Oy RFMOVEEXISTING ELECTRICAL RISER © REMOVEFJ]STWGPVCRISERS © FEAIOVE IX STWO OVERHEAD POWER LINE LEGEND DSTING OVERHEAD POWER LINE pvn EXISTING OVERHEAD TWISMISSIONLINE ❑ EXIBTINGPOWERPOIE ❑ =STING ELECTRICAL RISER ® EXISTING B°PVC RISERS ® EXiSTINO $ANITARYBEWERMANHOLE '- EbSTIWCI FENCE OS — EXISTING GAS LINE N IDOSTMIG WATERLINE EXISTING PIPELINE EASEMENT PROPERTYBOUNDARY EXISTING ROAD — EXISTING GRACE CONTOURS EG IXISTB.G GRADE fWYRBOUNOARY WET s Va MAGRYM TEXAS #19848 NORTH DAKOTA#2861 OPE OKLAHOMA #8561 PE MAGRYM CONSULTING, INC 110 W. LOUISIANA AVE. STE 314 MIDLAND, TX 79701 (432) 999-2737 W W W.magrym.wm C t�lU! \UO81�4 a V - - a /J J# -1,« FUSION INDUSTRIES, LLC PO BOX 16340 OKC, OK 73113 WHEELER GULCH SOLAR FARM GARFIELD COUNTY, COLORADO EXISTING CONDITIONS AND DEMOLITION PLAN CIVIL BY: C110 D2Mng _ 1,385.72' 51F NN NBB'21'2f.B2"W (STATE PLANE COBS-CF) FROPoS'EDCEASEBOUNOARY� --- �\ n �\\ .� �.�S88 21TATE PLANE C08SCFJ cb 3H0 \ __I2 ❑ �Ik _ _ M � J N8B'29.OB.MW(STATE PLANE C083-CFJ y �-- — S88' 21' 30.45 E (STATE PLANE COS3-CF) I PRMgSED L EASE 60UA'AARY ♦ c. 190.�' . �CO� N01°9d'2B.bs'E `y�� (STATENANECOBJ#f \J S87'3i27.2TE(STAMPLANECO83-CFJ l N6 O b r2 12 � / so.a' (STATE' PLANE (STATE PUNS CDB3L'FJ I I WIT Nes_zrsas•w ..^ 10 Y LEGEND Orvx— EXISnNG OVERHEAD MANSAhSSI LBWF ❑ EXISnWG "RPOLE ❑ EXISTING ELECTFICALRISER EmnNG6'PVORISERs ® FXISVWSANITARYSEWERM 0LE — s EXSTING PENCE GAS _ E1 SVW GAS LINE H' EXISTING WATERLINE . ... ... EXIsnNG PPEUNE — EZIsnNC EASEMENT — PRCPGSWEASEMENT PRDPERT SB DARY EXISTING ROOD _ PROPoSEDUVZEWEU RY f00.YR BONNDARY WEIIANOS C'V MAGIYM TEXAS #19848 NORTH DAKOTA#28610PE OKLAHOMA #8561 PE AAGRYM CONSULTING, INC 110 W. LOUISIANA AVE. STE 314 MIDLAND, TX 79701 (432)999-2737 w .magrym.DOm �I§I1. VU1 V V s FUSION I FUSION INDUSTRIES, LLC PO BOX 16340 OKC, OK 73113 WHEELER GULCH SOLAR FARM GARFIELD COUNTY, COLORADO BOUNDARY 7n MAG2�-280. St A 16 L HORIZONTAL St ALE 1"-100' oma.:y Pn.: z:tsn.,mwmlewlzazz s Eo• ar zoa C115 eo MAMOMM TEXAS #19848 NORTH DAKOTA#28610PE OKLAHOMA #8561 PE AAGRYM CONSULTING, INC. 110 W. LOUISIANA AVE. STE 314 MIDLAND, TX 79701 (432)999-2737 ~N.magrym.com u 5� i5 `r3 o ¢V K O 8 � O ? � o loom NDTEs fO M•STAV. TRA4%ER SYSTEM PER DETAM1ON SHElTC150 O2 M'STNl FENCE PER OEIPN QN BHEETCiW O9 ROM PEROETAILON SHEEPLIEO OI ELECTRICAL S(/&STATION (BYOiHER51 © PRMOSEOPARRINGLOTAREA O8 PR IiZIi£MPORARYCONSTRULTNNUWOWNARU OJ 20'DOU&E WTE PERDETAIL ON SHEET LI&) - OB PRCPOSEO/'TMCKCO.YCREIEAPRONPEROETARONSHEETC150 ' OB PRMOSEO PoWFF INVERTERS PEROETALLONBHEE! ��i'_.�..��. FUSION INDUSTRIES, LLC PO BOX 16340 OKC, OK 73113 WHEELER GULCH SOLAR FARM — al.1n-'. Q LEGENp GARFIELD COUNTY, COLORADO o�c XSISTING OVERHEAD PoNERLINE wwi XSISTING pYERHEAD TRPAIANASSIDNCINE ® IXISTINGPoVI,iiAIE 0 C EXISTINGEIELTRIC msER OOQ l%v' 6ISPNGB'PVCmmm o 0 IXlSTIW UNITARY IWF ERWI*ItI£ x XSISTING FENCE — XSISTING GAS LINE Lu W IX(STIW WATERLINE O '— '- '- 'IXISTIHG PIPELINE O IXISTINGFABE'MEM PROPOSMVSWIRIr PROPERTYB/NM OIRY SITE PLAN EXISTING RDAD PROPoSMFENCE F PROPOSED VNDERGROIAD ELECTRICAL LINE -' PROPOSEOROAO —PRO WIMLEASEBDUNOARY IW MaOUNOARY WETUNO6 PRD OSWCONCREIE DOCUMENT NO: N MAG22-280-CIV-C120 HORIZONTAL SCALE: I'=' PRINT DATE: 08/0412023 PROJECT NO.: 22-2110 SUBSET: CIVIL VERTICAL SCALE: DESIGNED BY: CSC CHECKED BY: CSC SCALE I'.1m• SHEET: o so• 1Ba zao C120 24 = / loos 1008-� '23 1ml law r nuTCHUNEa IA B C O E F G H I J K t M N O A Q R 8 T U V W \J ,y AA AS m AT AK AL AM AN AO AP AO AR AS AT AU AV AW AX AY A3 24 BB BG SO BE SF BG BN BI &1 BK SL SM SN SO BP SO SR N SCALE, =50' 9 z6 sa fo9' Point Table Point # Northing Easting Elevation Descripgon 1O 1611W71' 2254NOW 69044' FOUNDAThGN 1001 181138116' nW7T 14' WS, 6 FOUNOAPON 1002 161IM9.W 2286351.76' 54037 FDIMATION 1009 1611ma99' 226umhl' SW30' FOU TION f004 161132426' 226WN.70' 6397.2' WUNDATION 1W5 1611N3.16' 2MM..34' lQ1N7' FWNDATIOM 1008 161144167' 22V731.07' MT FOUNDATION 1007 1611439.W' 2264626.N' 5 36' FO.'m 1008 Y611WAT n&46N.10' M91.6' FOU4oAPON 1041 1 1811611026' 2266 06' I PoUNOAPON IEGENU —pR— ,lSTM OVERHEAD POWER ONE IXSTING OVERHEAD TRANSMISSIONUNE ® IXISTING POWERPoIE ❑ EYISTINGELECTFICALRISER ® IXISTING S'WCRI8ER5 ® IX16TMIG SAN?ARY BEWER MANHOLE s -- WSTM FENCE � IXISTMO GAS LINE '— IXISPNOWATE UNE . msrwGPIPELINE -- - — E MG EASEMENT — — — — PR4Y+OSED EASEINEVT �• � PRCPERTYBWNOARY EXSTING ROAD - PROPOSED FENCE —e— PROPOSED UNDERGROUND EfECTRICAL ONE PROPOSEO ROAD — p OSEO LEASE BOUNDARY 100. BOUNDARY AATCHIINE CI w1TCHLINEC2 Vle MAGRYM TEXAS #19848 NORTH DAKOTA #2861OPE OKLAHOMA #8561 PE AAGRYM CONSULTING, INC 110 W. LOUISIANA AVE. STE 314 MIDLAND, TX 79701 (432)999-2737 wNlN.magrym.com F ,1' FUSION INDUSTRIES, LLC PO BOX 16340 OKC, OK 73113 WHEELER GULCH SOLAR FARM GARFIELD COUNTY, COLORADO FOUNDATION CONTROL PLAN C1 NO: C121 1"=50' U V W X v Z AA AS AC AO \ AE pF AG AN AI Ad AK AL AM ION AO pp AD A - - - >9T 1 >9Y f9T 191' I�R_3' >�91' 19Y f93' J91 f9T' 1B.Y 191' f9T' f9T >9Y 191' AS AT AU AV AW pX AY A2 BA BB BE BF BG SH & aJ BK SL BM ON B° BP eo erj Bs eT eu ev Bw az av (azl Vr. ,'� 1 ��, � ��_ Y 19 f93' - >92' IA1' 19Z f9Y 1 19.1' IR1' f93' 193' f81' f9T' 183' 1H1' i9 >9T' fA2' 181' 191' fAT' IB1'�I93' _ f9 P' ` 192' IA1' fS1' f9T' f92' 192 191' 192' 19Y 91' CE CF' 'a` 'Cry.: p' _ _ __ _ �� I I 1 1 1 _I_ _I of - i� �� �^ >9.1' f91' f83' 191' 19d' >R1 JA1'�� �f81 J91' >91' 1A3' .. _ — r 1009- .�-�1 � 9.3' JAI' IAT' MATCMLWEC2 — N BCAIE i>50' 0 25 W' foa 28 10. — 2I ].6 28, (26) r3• _ — IJfi 33 5' 34 B 35 96 37 i _ -1_ `I --7_ --i --i.^i:---i -1-1: is--Ir ..._..._._._.—_ - 14 ee MAGRYM TEXAS #19848 NORTH DAKOTA #28610PE OKLAHOMA #8561 PE AAGRYM CONSULTING, INC. 110 W. LOUISIANA AVE. STE 314 MIDLAND, TX 79701 (432)999-2737 W Ww.magrym,win Ae Al AG AN AI Ad AK AL AM AN AG AP AO AR AS AT AV AV AW AX AY AZ SA SO BC BG SE 9F SG AN BI BJ aK BL SM BN BG BP BO BR BS 9T BU BV BW SX BY 9d CA CB CC w CE CF CIO Cry 0, FUSION INDUSTRIE`. Point Table Point # Northing Eas#ng Elevation Description 1009 161130II1' II6472236' WDO]' FOUNOATKJN 1010 161100896' 2261719.14' 5385.8' MUNWTION 1011 161161809' n8439855' MOW a, WUNWTION 1012 1810933.16' numl.21' 53830' FOUNDATION 1011 161001753' n64948.644' 5388A' FOUNDATION 1014 161101704' 22MM..38- 5187.9' FOUNDATION fold 151101413- nOM46.15' woo WUNcOTION fold 161091532' n65042.41' MOISTDATION 107 161089856' n65]1384'1MO7.9' MOSTDATION fold 181f08915' n65I12B9'DATION101D 161f0&&' nBSElf.26'DATONIwo 181118306' n8584S9TNDATMN1021 1611184.T1' n666o668'NDATOONion 161128180' n656CB41'NDATION LEGEND arE EXISTINOOVERYEADPOWER ONE — ON. — EXISTWSOVERNEADTRANSMISSIONL ® EflsffmGPOWERPOLE ❑ EXISTING aoo, ICAL RISER EXISTOWVPVCMSERS ® IXISnNGSAN?ARYSEWENMANXOLE " — EXISTING FENCE OAS EXISTW3 PAS LINE N'— EXISTWOWATERLINE - - - EXISTING PIPELINE EXISTWO EASEMENT PROPOSED BASEMENT PRCPERTYBOUNOARY EXISTWS ROAD o—ti--o— PROPOSED FENCE E PROPOSED UND£RGRWND ELECTRIC _. •: PROPOSED ROAD — — — — — — PROPOSED LEASE BOUNDARY fOO-YR BOUNDARY WE Ncs XEYMAP lW TCHL NE C2 m TCHLINE Cd FUSION INDUSTRIES, LLC PO BOX 16340 OKC, OK 73113 WHEELER GULCH SOLAR FARM GARFIELD COUNTY, COLORADO FOUNDATION CONTROL PLAN C2 CIVIL BY: r:WC121 "d C122 BE Sc eG BE SF BG Bx m Ed Brc & BM BN BE BT BU BV EW BX By BE Cq _y 191' fR1' I91' 1RY R191' � CC co CE CF CG CX CI C/ BP Bp B 2 YAP 1R1' 1R 1' I9T -- - « I` _ - « - _ I I I 11RY 1 1Tyy jM1' fat I I91' la�I 9i' I >ai , LT. y T. "F �' i,: j l i -!= -!�' -:-I' --I -�J I - _I -i -�',_ - i l i l . I ! I -. ! :� 1 . - 1- ..a-. ! :..L ._� -1- _-1- --I-- _ MaDe 14kw2 TT I + - i �T T .!� T IT—, T T ll 1 ✓ �I I I — f 1=fi—i it i— r If=t f �—j _ - - —1 -far " �� T; " �I -- ---1-I-A-I I I-. I s " IL L I L I r t T, rt -1 -I - -: `_ �_ �_ r I 1 �- �- .I- .f_ +_ __- „r " O « 1 ( - T - i- -- - — — fi T 1-1 ICI — — � L� LL J� � � y� � — - I ' i T ?�{T�.. T T-I{T.�,. T ��T �TT� _ j��7T T jTr �-I�III +II�F I I - II•' I I`-4i 4 J, -- . —1—IZ-r'--��1 �I-� .I—-�-,I,�`l%'I �II?I�-I'�FI'I�"I1I � I�—- , -r'I�� i{I� rI1-1---1I•;--i-I. -'��'l'YILI ��—I-�—�!� k"yi� .Ii�I _' -I , -`-'~--��--'.�i IrTIl I"_��' +-'tl�TtI,i I—I�.�I};;IIT .I h_�1.Ti—+�---�(�I''i.Ir�---,—-_: 67 !LF _Il'`+�—Iy!I+i�III_(_l'jr�—T—yIIIIIi I� I • .I-ii:I+ I-r �f}----i IlaL ;� r -- p`--.`-jI--. 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RTOPoSEG EASEMENT PROGERTYBGUNGARY E(ISTMG RDAG - - PHCPOSEDFENCE —E PRMOSED WVDERGRWND a£CLRICAL LINE Fill ROAD - - - - - - P010fli LEASE BIX/NOARY IDO-YRB01/NMRY WEMNDE A tNl -- -- MATCH C3 MATFNLWEC. MAGRYM TEXAS #19848 NORTH DAKOTA #2861OPE OKLAHOMA #8561 PE AAGRYM CONSULTING, INC 110 W. LOUISIANA AVE. STE 314 MIDLAND, TX 79701 (432) 999-2737 www.megrym.com RIM FUSION INDUSTRIES, LL( PO BOX 16340 OKC, OK 73113 WHEELER GULCH SOLAR FARM GARFIELD COUNTY, COLORADO FOUNDATION CONTROL PLAN C3 `_N7 NO: ?81 NTAL SCALE:1 ATE: 08/04/2023 T NO.: 22-280 CIVIL \L SCALE: '-.D BY: CSC- O BY: CSC C123 Rl psi-..r�.�'3i-:.. �.:: �:' Section A Section 1 5405 5�5 6,b6 MAMUM EmsrmGcrc4GE 5600 MUD swo 6e00 TEXAS 419848 IX/ST/NG GFAOE NORTH DAKOTA#28610PE f4'� OKLAHOMA #BSBiPE 53m Fmvs/aEO Ga4aE 5390 �B° �aB MAGRYM CONSULTING, INC. 110 W. LOUISIANA AVE. 5]es 5385 Bsbb STE 314 0 •. w0 z.m e 0 7 MIDLAND, TX 79701 fi 80 (432)998-2737 Section 2 w .magrym.wm Section B fi4m 6400 MN - 5405 'k%STMMr GRADE �c 5400 6380 b3a0 doftMoo EXIST/YGGRFCE FN//SHEDGFAOE fi3B5 095 _ t° I. 3w9 4 0 b 0 5390 LICE4S 5386 ONV�•y Section 3 pP.P�O �l3CN<Z fiseo fi100 baba '�L 53061 '�' 53M FX/SIM'GGRAGE� 6BBb j'"'•.. Section C --_ — _� Sam _ — fNMSYIED GRgOE V0/18l3083 3405 5405 am am .. z &°0 5900 am GRAGE z 6]96 �ExiSnNG Sue Section 4 = wD aDamm9SNEOGRFOE fi 5390 Q 6986 - 5385 San w00 O O Q U GD w LL 5385one 6�6 VQ O u ¢ O F 6380 ] 6 IX/S]1NGGR40E N ,E O p Sn" 0 Section D ON KSHEOGRAOE 6Bm MISS 5105 5380 U V o Sam EXFST/NG GFAOE No 0 0 lt ast m Section 5 am ON �m FM4SHEOGR4DE fi39° 64m b4m y U YS U U 68� 84tfi FXIS)UlGGR40E N1fi V > 6110 P Section E 5105 filp$ � / �' R a 5400 Moo, 64gg F/N/SNEO GBFGE 04m c a � a Saes m am _ � o o %%��EX/S1N✓GGFADE 53m / fi3a0g -- 1 ] -- � �' � HN/SHED Gft40E Section 6 5380 am 0. 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I I I I I,;�I IrI I I I 'III ! 1919 9II 9�i�s ►11 _, _ :_ � „ I l l l l s l hI I I I B B I I III'lll'I�d�l 11�1 I I e� I.IIIIIIIIII full Ilglll9 IIBIIIII�IIItILIIII11a�19BJ�B ' Ildllll's�a°Bi°IB6d�BIEi°I°I°,loll • IIIB111��9IB9lI���q��9illllll�91y911 • �so< <,� Q ►,�hllll11691s11 IIIIIII eBle6�►°�IBeIhIeIIR�BOB�e� IIIIrBBp�9Bll?'�Ill�lllslle�°.n owe IIIIIIIII�� Somali R6 @ s 1M TEXAS #19648 NORTH DAKOTA #28810PE OKLAHOMA #8561 PE MAGRYM CONSULTING, INC 110 W. LOUISIANA AVE. STE 314 MIDLAND, TX 79701 (432)999-2737 w .magrym.wm m V U U �a ao- F1J510 �tiTR:ES FUSION INDUSTRIES, LLC PO SOX 10340 OKC, OK 73113 WHEELER GULCH SOLARFARM UEGEW GARFIELD COUNTY, COLORADO --- ExwnxG ovERNEao POWERLM'E NNL EXISTING OVERHErID TiWNSMISSIQ4LM'E ® EXISnNGPoWER POLE ❑ IXISTM'G EIECTRICPI RISER ® EXISTING a"PVCRISEFS ® IXISTING SANITARY SEWEF NPNHGIE — x IXisnNG FENCE SAS E snN GAS LME —w EXISnN3WAMMNE . .. • • • • .. EXISTING RPEONE — IXISTMOISEwl"T PFOPGSEGEASWENT — — PRGPERrvS ,MRV GRADING PLAN EXISTING Rd — PROPoS£G FENCE t pROPOSEO (INOERGROVNG EIECiRICAL LM'E -" PRGPGSEG Ill= FLOWDIRECTgN '— EXISTIWWGECO IJRS £G wSTING WOE DOCUMENT NO: FINISH GRPUEC0NTOIIRS(1FTINTERVAI) N FG RNASNEO GRADE MAG22-280-CIV-C131 HORIZONTAL SCALE: 1"=10 PRCPOSEOAREA To eE REGRADED PRINT DATE: 08/0412023 — — _ _ _ PROPOSEOLEASESOL RV PROJECT NO.: 22-260 SUBSET: CIVIL ..._.....-,..,.. 1WVRSGIm y VERTICAL SCALE: _...__._._--. WE ws DESIGNED BY: CSC PROPwEowecRETE CHECKED BY: CSC SHEET: C131 SCALE 1 =TPo' o so' +oo� eon 0 ®, YM TEXAS #19848 NORTH DAKOTA #2861OPE OKLAHOMA#8561PE AAGRYM CONSULTING, INC 110 W. LOUISIANA AVE. STE 314 MIDLAND, TX 79701 (432)999-2737 W W.v.magrym.com V U U U SRE GRADING SDRNNAM NOTES U > 1. (N=NORTHING,E-FASTING,Z=6EAT N,IDO.TCPOFWRB,MDFL= FLO LINE, EGm EXISTINGO E,FG=FINISHEDGRADE,FF=FWISHEDFLOOR Z PS REFERENCED FROM BENCHMARK). THE - - - 2. THE CONTRACTOR SHALL FURNISH AND INSTNL MATERIALS MEETING RE,UIREMENTS OF GMFIELD COUNTY W DAND USE DEVELOPMENT CODE. AND F OW THE DIMENSIONS, LOCATIONS, AND ELEVATIONS SHOWN ON THE c w CONSTRUCTIONPtANB. 3. ALL MATERIALS SHN BE APPROVED 0Y THE DESIGN ENGINEER BEFORE BEING PLACED BEFORE THEY PRE C MSTAILEO M TINY OF THESE MIITENNS APPROVED SHALL BE REMOVED MD REPIACED NTH APPROVED MATERIALS AT d o THE EXPENSE OF THE CONTMCTO0. l TEMPORARY DUST EROSION CONTROL MEASURES SHALL BE PNCVIDED FOR AT ALLTAIES. b. ANY EROBKIP OF THE GRADED SITE DURING THE COURSE OF THE PROTECT SHALL BE CORRECTED PRIOR TO FINK MTION OF THE PROJECT AT NO ccH TO THEOWNER. r %J FUSION FUSION INDUSTRIES, LLC PO BOX 16340 OKC, OK 73113 WHEELER GULCH SOLAR FARM LEGEND GARFIELD COUNTY, COLORADO anE EX/ST/NGGVERHEAOPOWERLWE ONPL EXISTING OVERHFAO TRANSMISSION LINE ❑ EXIGTINGPoMER➢OLE ❑ EXISTING ELECTPoLAL RISER ® EGSTINGF" R/SERS ® E,V1,,S UARYSEMMMAWOLE x E%BRNO FENCE — G<5 EXISTlNG G93LWE VI EXISTING WATERLINE EXISnNG EASEMENT — PROPOSED FA3E.NWT GRADING PLAN — — PROPERTYBOUMMY EXISTING ROAD FROPOMOFENCE —F—M p SM UNCEROROVND KECTRM.LL LINE on.* F owW CTION — — EXISTING GRADE CONTOURS EG EXISTING GRADE DOCUMENT NO: FlN13HEOGRAOECLWIDURS (1FT INTERVAy FG GRACE MAG22-280-CIV-C130 HORIZONTAL SCALE: V" l FINISHED N PROPOSEDAREATOBEREGRACEC PRINT DA I E: 08/04/2023 _ _ _ _ _ _ PROPO3ECLEASEBOHUNDARY PROJECT NO.: 22-280 SUBSET: CIVIL Too-rReouuonRr o wETuxDs VERTICAL SCALE: DESIGNED BY: CSC PROPOSED CONCRETE CHECKED BY: CSC SHEET: -17 C130 Section 9 �� Mm MIS MIS MID r M10 ME / 6405 6W0 FHkS/rt'O GRADE / Mw ON Sam am EX/57FVG.GRAQE eew 6666 Ww Mw U15 MID 54W Mw Sam 53M 53M 53M Section 10 Section 11 F/MSN[OGRAOE / — � EXRSI/NGGRAGE MIS MID 5405 F/N/SHEG GFA SIW / Sam / 53% / 53W �EXRSTMG GR4GE 5375 M15 M10 M05 MM WE no MIS no M76 5410 Mw Mw Saw No WM no W76 Section 12 l IXASIFVG GRADE Section 13 F/N/SHEOGRACE �^ 1 / Section 14 Mw ON No Saw Ww EN/S7nVG GRAOE� WE WM Section 15 MID Mw MW /F/MSNEO fiRAOE 53M � 53W / IX5T/NG GAAOE / 53M 53M 5375 Mao 5N5 MID RN wo Sam 5A0 b946 5410 5405 6400 5395 5390 Sam no MID Mw MW on WE WE 611110 Mw MW 5385 No 5385 Sao Section 16 MID MID IAN EXASTA:GGINCE ME M00 On FRWSH &MISS, WN ON r 63w BUS WE 63M MISSM5 Section 17 MID 5106 IX/SIING'GRAOE� — 64w fi3B6 5390 / F/MS'HEG GRA4' ON ON 171 Section 18 6N0 610fi PtRST//.V^6R40E� ON / \ ON / F/My/EOGRICE WE No Section 19 MIS 6110 OJSTAYGGH4A� Mw \ MW Sam \ ON / - / FM.tiFO (WAGE Sam saw 63M owo I-W 3 Section 20 MI5 MID r � IX/ST/NGGRALY Sam 63N F/N/SHEDGRADE 6375 M7o 6ft0 505 MOD San ON 5W6 MW Mw MOD ON no SEE M16 MIS ME ME WIS WE 6385 no MID MID ME No On No WE 63M 6376 IpRQ0.4IAL 9CAlE fatal' VER>ICAL SL'ALE }+f6' eo MAGRYM TEXAS #18848 NORTH DAKOTA #28810PE OKLAHOMA #8561 PE 4AGRYM CONSULTING, INC. 110 W. LOUISIANA AVE. STE 314 MIDLAND, TX 79701 (432)999-2737 w .magrym.c V x V L FUSION INDUSTRIES, LLC PO BOX 16340 OKC, OK 73113 WHEELER GULCH SOLAR FARM GARFIELD COUNTY, COLORADO GRADING PLAN NO: DATE: C133 \ H I scuEl-rea 0 b0' J00• Bp WSTCONTROL 1: WATER TRUCKS SHALL BE PRESENT AND IN USE AT THE CONSTRUCTION SITE. ALL PCIPI OF THE SITE SUBJECT TO BOOMING DUST SHNL BE WATERED AS OFTEN AS MEMED NECESSARY BY THE CUEMBNSPECTOR IN ORDER TO INSURE PROPER CONTROL OF SLOWING DUST FOR THE DURATION OF THE PROECT. 2: ALL PUBLIC STREETS ANO MEDLARS SOLED OR UTTERED DUE THIS CONSTRUCTION ACTIVITY SILW. BE CLEW E) AND SWEPT ON A QA Y BASIS DURING ME WORK WEEK OR AS OFTEN AS DEEMED NECESSARY BY THE CLIENTIINGPECTOR, OR TO THE SATISFACTION OF THE COUNTYS DEPARTMENT CF PUBLIC WORKS. S: ALL TWOS WIULNG SOIL SAND AND OTHER LOOSE MATERIALS S. BE COVERED WITH TARPAULINS OROTHER EFFECTIVE COVERS. 4,- THE CONTRACTOR G BCIH.Y RESPONSIBLE FOR DUST COITRIX MEASURESANDFOROBTNNINGKLREQUIR PMWSANDAPRTOVAIS. HPDESREWIREMENTS 1: ALL CONSTRUCTION ON OFF -SUE IMPROVEMENTS SHALL ADHERE TO NODES (NATIONAL POLLUTION DISCHARGE EUMIMMUON SYSTEM) BEST MANAGEMENT PRACTICES TO PREVENT DELETERIOUS MI OR POLLUTANTS FROM ENTERING THE COUNTY STORM DRAIN SYSTEMS. 2: ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETANEO N SUE AND MAY NOT BE TRANSPORTED FROM THE SRE VA SHEET FLOW, 9WALES, AREA OMIN, NATURAL DRABJAGE CW RM%OR WIND, 3. STOCKRLES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST Be PROTECTED FROM MNG TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER A: EXCESS OF WASTE WATER CONCRETE MAY NOT BE WASHED INTO THE PUBLIC NGHT-CF-WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS L SHNBE MADE TO RETAINCONCRETE WASTES ON SITE UN ILTHEY CAN BE DISPOSED OVA SOLID WASTE. 6, TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO COVERED RECEPTACLE TO PREVENT CONTMRNA7ON AND DISPERSAL BY WIND. 0. SEDIMENTS AND OTHER MATERIALS MAY NOT M TRACKED FROM THE SUE BY VEHICLE TRAFFIC, THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABKILED SO AS TO INHEU MOMENTS FROM BEING DEPOSITED INTO THE PUBLIC RIGHT-OF-WAYACCIDENTAL DEPOSIMONS MUST BE SWEPT UP IMMECAMLYIWD NAVIN OT WASHED WIRY BY RAIN OR OTHER MEAN& 7: ANY SLOPES WITH DIMMED SOBS OR DENUDED OF VEOETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION SY WIND AND WATER. B: CLEAN UP NL SPILLS USING DRY METHODS. SUPON SATISFACTORY COMPLETION OF THE WORK, THE ENTIRE WORK SITE SH.LLL BE CLEANED BY THE CONTRACTOR AND LEFT WON SAgJTH AND NFAMY GRADED SURFACE FREE OF CONSTRUCTXYN WASTE, RUBBISH, AND DEBRISOFM'YNATURE. EROSION AND SEOIMENTATO N CONTROL r: CONTACTOR IS RESPONSIBLE FOR THE EXACT DESIGN AND EXTENT OF THE EROSON CONTROL SYSTEM GO THAT IT WORKS WITH THE CONTRACTOFS INTENDED USE MO MWAGEMEM OF THE CWSTHUCTCN SITE. 2: ALL EROSION CONTROL FACTMES SHALL BE INSPECT® BY THE CONTRACTOR AND REPAIRED, AS REQUIRED, AT THE WNC-USIO N OF EACH WORN MY DURING THE WUNY SEASON, THE COMPACTOR SMALL INSPECT THE EROSION CONTROL FACBRIES AND M UDE NECESSARY REPAIRS PRIOR TO AMICIPAMD STORMS AND AT REASDIUSLE INTERVALS WRING STORMS OF EXTENDED DURATION. REPAIRS TO DAMAGED FAGLMES SHALL BE MADE IAMEDATELY UPON DISCOVERY. S: STOCKRLEO MATERML SHALL BE COVERED WITH VISQUEEN OR A TARPAULIN UNTIL THE MATERML It REMOVED FROM THE SITE, ANY WMAINNG BARE SOIL THAT E)USTS AFTER THE STOCKPIE HAS BEEN REMOVED SHALL COVERED UNTIL A NATURAL GROUND COVER IS ESTABLISHED OR IT MAY SEEDED OR PLANTED TO PROVIDE GROUND COVER PRIOR TO ME FALL RAINY SEASON. 4: PRIOR TO THE COMMENCEMENT OF ANY CLEARING, GRADING, OR EXCAVATION, THE CONTRACTOR SMALL VERIFY THAT THE CLIENT HAS SUBMUMID TO THE STATE WATER RESOURCES CONTROL BOARD q NOTICE OF INTENT DICU FOR COVERAGE UNDER THE STATE CONSTRUCTION STORM WATER GENERAL PERMIT, IF REQUIRED BY THE STATE. THE CONTRACTOR SHALL AUNTAN ACORY OF THE M01 ON THE CONSTRUCTION SITE, 5: NECESSRYY MATERMU S SHALL BE AVAILABLE ON SUE AND STOCKPILED AT CONVENIENT LOCATDNS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN B IMMINENT S- CONTACTOR SHALL MAINTAIN ADJACENT STREETS IN NEAT. O£AN, DUST FREE AND SANITARY CONDITION AT ALL TIMES AMC TO THE SRRFACTION OF THE COUNTY INSPECTOR THE ADACENT STREET SHALL BE KEPT CLEAN OF DEBRIS, WRH COST AND OTHER NUISWCE BEING CONTROLLED AT ALL TIMES. LL DEVELOPER SHABE RESPONSIBLE FOR ANY CLEM UP ON ADJACENT STREETS AFFECTED BY THE CONSTRUCTION, METHOD OF STREET CLEANING SHALL SE BY DRY SWEEPING OF ALL PAVED AREAS. NO STOCIPIONG OF BLJ D NG MATERIALS WRHIN THE COUNTY RIGHT-OF-WAY IS PERM TTED. 7.- ALL EROSION CONTROL MAMMALS SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR UNLESS OTHERMSE NOTED. S. PROTECT DOWN SLOPE DRAINAGE COURSES. STREAMS AND STORM DRAMS WITH ROCK FILLED SAND BASS, TEMPORARY DRAINAGE SWALES, SILT FENCES, EARTH BERMS, STORM DRAM INLET FLYERS ANOOR STRAW &LLES USED ONLY IN CONJUNCTION WITH PROPERLY INSTAl1ID SILT FENCES. KEYED NOTES OSBT FENCE OR FIBER R SEE SHEET CIM CONCRETE "SNOUT STRUCTURE. SEE SHEET Tl. O LEMCLE MACALW PAD. SEE BREST C,. C/a MUM M TEXAS #19848 NORTH DAKOTA#28810PE OKLAHOMA #8561 PE AAGRYM CONSULTING, INC 110 W. LOUISIANAAVE. STE 314 MIDLAND, TX 79701 (432) 999-2737 www.magrym.com Rio© 5gl5 FUWON FUSION INDUSTRIES, LLC PO BOX 16340 OKC, OK 73113 WHEELER GULCH SOLAR FARM LESS _._-.._._�..__...._ I GARFIELD COUNTY, COLORADO a`da EXSSUAG OVERHEAD MNBMNSSIOV LINE EXISTING POWER POLE ❑ EXISNNO ELECTRICAL RISER 0 evviNO C PVC RISERS ® EXISTING GANITARYSEWER MAW DE y EXIBTNNG FENCE GA—EXISTWO GAS LINE W EXISTING WATEMINE IXISTWED PMEUNE I — — — — JOUSTING EASEMENT — PRMOBEO E45EMENT PROFERTYBWNJURY SEDIMENT & EDDSTNGROAD EROSION - PROPOSED FENCE CONTROL PLAN E---- PFNIDOSED UNDERC,ROUNO ELECTR,G LINE --- - - PROPOSED ROAD — EXISTING GRADE CONTOURS EG EXISTING GRADE — — � PROPOSEOfEASE BOLWOARY IMYRSWNDARY DOCUMENT NO: MAG22-280-CIV-C140 HORIZONTAL SCALE: 1-=10 PR00."ISEO CONCRETE PRINT DATE: 08104/2023 PROJECT ND.: 22-280 I MED BY: CSC 1 RED BY: CSC Ic C140 D..Lq Fl. Re d, f F ALL SKETCHES SHOWN ARE FOR EXAMPLE ONLY. THE ACTUAL SLOPE FOLLOWING ABILITY OF ANY TRACKER WILL BE LIMITED BY A NUMBER OF FACTORS INCLUDING, BUT NOT LIMITED TO TOTAL TRACKER LENGTH, SOIL CONDITIONS, AVAILABLE POST LENGTH, WIND SPEED ANNOR SNOW LOAD. NOTES 'O TRACKER 10 TRACKER DISTANCE W NOMINALLY 9'. THIS APPLIES TO TRACKERS INSTALLED ON FLAT GROUND, ON SOUTH FACING SLOPES IN THE NORTHERN HEMISPHERE, OR ON NORTH FACING SLOPES IN THE SOUTHERN HEMISPHERE. IF TRACKERS ARE INSTALLED ON NORTH FACING SLOPES IN THE NORTHERN HEMISPHERE, OR SOUTH FACING SLOPES IN THE SOUTHERN HEMISPHERE, TRACKER TO TRACKER SPACING MAY INCREASE TO PREVENT WADING. O MINIMUM POST HEIGHT SHOULD BE CALCULATED SUCH THAT AT MAX TRACMER RANGE MOTION, THE MODULES MAINTAIN A MINIMUM SPACING OF AT LEAST 12' FROM THE GROUND OR THE MEAN HIGH WATER UNS OR MORE AS FLOURED ON A SPECIFIC SITE. (D APPROXIMATE DISTANCE FROM EOTOMI DO MODULES TO TOP OF POST. O STNRSTEP FROM TRACKER TO TRACKER SHALL NOT EXCEED DIMENSION SHOWN WITHOUT ADDITIONA- CONSULTATION, LARGER STEPS ARE POSSIBLE BUT REQUIRE ADDITIONAL ENGINEERING TO CONFIRM. 6 SURVEY CREW MUST LAY OUT TRACKERS SO THAT THE POSTS THAT FORM ATMCXER (TYPICALLY ONE OR TWO ELECTRICAL STRINGS LONG) PRE IN A SINGLE PLANE WITHOUT KINKS. POST EMBEDMENT AND STICKOUT ROW LAYOUT DM4WNG AND POST EMBEDMENT DRAWINGS FOR ADDITIONAL INFORMATION. NOTES: 1. FOR MOVEN SIRE TOP AND BOTTOM STRANDS SHALLBEMT STRANDRHEAVIER: N?ERMEOUTE aTR/.NOa dHAKL BEfN WUOE OR NEAMER z. SALL TANDARD WOVEN OV NAVE LUaa 1NWCVANRATON. ]. LtWPOROWOVENWUP O15FEMAPART, LINEPSILS&°ACEDUP FEMFEETAPART WE POSHI-TTSS PACED UP WIRSO E=APAT CLOSER SPACING SPACED RE UP TO WHEETAPART CLOSER SPACING IS Vw TO NEEOEOFOR AVCLINES OR CHANGES w roPOGMPHY. a. coxeaerEcoarlNcs SHALL HAVE roes CROWNED. 6 TO MST, DOUBLE WIRE EWRMA1 SUPPING AROUND L POST,000BIEWRAPAILVLO AROUND STEEL POai ORWE.DCHOIN LINKLOOPS. 9J BARBED WIRE TOP NOrroscNLE EXAMPLE: TRACKERS FOLOWNG A SLOPE TRACKERS MAYBE WSIALLED PARALLEL TO THE GROUND W TO 12.3%(7•) SLOPE. EXAMPLE: TRACKERS INSTALLED ON ASLOPE 5" STEEP TO FOLLOW FOR SLOPES BEYOND I23%(/' SLOPE, 1g' TRACKERS SHOULD BE INSTALLED AT 123%IT) RELATIVE TO OPAVfII' AND CAN STAIRSTEP DOWN THE SLOPE. SNESFEpF/CVERS/CNCFGK£EAfBE6KENTANO RENEWARFQAW/M1Pi FCRALLOLVAECEP/LE RE✓EL A=NOREOWREOMMVf/MEMBELN/E]VT FENCEMa7ERUL RABR2'AE/ rd T/ 5 ROIAMOP/PEOD COMPOV£M1? (R95'f//EDf/LEIO STE4 ENQ CA4NFRNW LMEBRACEP0.STS L POSM 25 MPANDB29CE AMaS 2 SmmA oSrs 9 GATEF w 25 AR40/AGP/PE P EXAMPLE: TRACKERS INSTALLED ON A EMREME SLOPE 6 T/Z4CKER INSTALLAT/ON NOT TO SNGE SUBSTATION FENCE LBRK FGr a' F19 II �� I II w UNEBR4CESECTION 1 1Lmrro scALE lv DOUBLE GATE NOTTCSL E'rYV hYL TM1YCKNESS ✓M/ES� NOTE& f. RE�iOBEOTECFMWCALMOINEEMNGREnMFORPROP MSOIARFA MEPAMDWGRANRE ENGINEERING GMUP,DATEDDECEMBER17,= PROJECT NO. ID-168 FQ4 aUBGMDE PREPARATION B FILL COMPACTION SPELIFN:ATIONS. z. GRAOM'O SPEpflCATB1N& EArsRNGGRADE 2.1. Zfl. soMu7roN: 2f.1. Prs1ORTD mEAPPuurrory of rllESITEFINAL SURFACING, mesudcoNTRACTGRsIuu TREArmE aLFE wITHa sore sTERBmxGaE PoRVEGETAIONCONIROL 22 SURFACIWMMTERIAL ZZI. 221. FINAL 9URFACINO SHALL BECOMMISEOOFCRUBHEOCIMEBTQNE (/FIRSCRUbIIEO STONE tl369 CR E0WI). THEGRMArYOII Q'THE CRUSHED STQNE MAIERUC SHALLtONFORM TO THE FOCLOWINO: USEBESTOMS/IFSOKSFGRTGWS' ESTLAHIIEO P' rOASOLL MU STMPED AVSA GLMBS ANO SPA'EAO OU/fNRNNLEASEAREA ITN/%AS>MLt998/F HTTN/NJFEETOFFAWSAED GRADE 0.4ASDlRECZED BYTHE ENGIAEER 85%ASTMO595 az TYP/PAD EDGE-F/LL SECT/ON NGT R)CAL SCA[E B'TM / USEG[LCNEQ?BESTgV3'/TESO/LSFCRTQab' HL[ TN2YTNESSYAR/ES� 8'M/N F:]4ESLOPE EX/ST/NC G0IDE Yi �g DEILV91 (.YdRMN MAXLsr9•caw.acrEDF9L 9&AlAS USEBEST0.YS/TES[TOPE' 85%ASTA/DEfG fCtl %ASTM US99 /F {p/RAW JFEET OF FNHS//ED GRADE WN B'CLM /PACTED SNBGRADE 95%ASTMD588 r.-1TYP/CAL PAD EDGE- CUT SECT/ON o WALK ATE NCTrO `F F FIXED XWr HVKEW WIRE NE/G//T S' L WGTros(i1LE AUXPG 1 85 1 BS 01 DEERFENCEW/THBARBED WLRE NorroscnLE SIEVE %RETAINEDLWRS %RETAINEDAVERAGE AN. 0 0 w- OS 2 N' ]DBD ]0 30• 861m B1 00 95-100 07 wo MISS 98 2.22 CRUSHED STAVE 0WIDATH)NS WIIHLAFGEAMOUNTS OF flNE M9TER411. ARE NOTACCEPIABLE THE USE OFCRUSHED ST0.NE MAtEwAL W/m GRADATIONS DIFFERENT i)Wl SPECIFIEDABOVE SHALL REOUN7ETHEAPPROVAL OFTHE ENGINEER. 22J SURFACNGlMTERIAL SWS.L BE INSTALLED RIADEPm OF4B'UNLESS OmFRHISE SPECFlED. ESIMMTED B'TOPSOH TOASTRNEDAND S9iEAD CUT H9TN/N L EASEAR6] Q4 Aa SITE PERIMETER FENCE SLY/EDlHE405T£EL PIPEPoST/CAGPEU/ 23'O.O. La✓Erosr scruaAEaos7EEl P8'EAtlSTNfELDED/ oz WALKGAIE NOTTOSGLE vParr srRAw HEGHT K \ I >1'ON X1P'DEEP LµyS. IP'CH x40'OEEP IP'O/Ax40"DEEP CONCREIE845E CONC?ErE&ISE a DOUBLEGA7E NOTIG SGN(E w r 4AGiIYM TEXAS #19848 NORTH DAKOTA #28810PE OKLAHOMA #8561 PE AAGRYM CONSULTING, INC. 110 W. LOUISIANA AVE. STE 314 MIDLAND, TX 79701 (432) 999-2737 www.magrym.com FUSM INDUSTRIES FUSION INDUSTRIES, LLC PO BOX 10340 OKC, OK 73119 WHEELER GULCH SOLAR FARM GARFIELD COUNTY, COLORADO DETAILS Curva SOler FumbO CNIUDmIenWaxinalR5WNG22-2BDCIVL'ifi0 R6Ayy C150 TUgN WWRi STATION) SUNGROW$GN2 .g4 W 4'j• 4';' 4$- 1 rf'' T1I1 I I I I I I r3' a I I I I D N4X15 UNCOAIFD s>Fa.RDRi✓ErovrrF MWCEYGTR>T'/TYPLGU PLAN VIEW 1 TYP/C.4LLNVER7ERFOUNDA T/ON DETAIL AroT I1.1 NY FRONT VIEW (9 _TYP/CAL /NVFRTER FOUNDA TIONDETAIL NorrosroAL� NOTTTYP/CALSCALE ACCESS ROA ROSS SE T/ON O ZM SXARf M saoRETo .ugicRCRAOR NOTES: •-•. •. ,�.. .."�• n.,.,. ... \ �—rr uwi emanre cuou�u.i \\\—CAMFACTED R196%CKASTMDJ55) REFERT FOR TIE POWD HNICPL ENGNEE P GERGEO1fGWM.9L ACOMMENOAT/ONS GRAN ff FOR P GEMNG RO P, FMM PREPPREO 17 fyNAT/VE50.Y LVJ! AG1L-0T085%OF GRPNRE ENGINEERING GROUP, DATEOOELEMEER 1i, MP ASrMDISfTPERDfOr£LHNK4C PROJECT N0. 222-+5E RECRNMENDCTNNS TYP T//CAL SITE ROAD CROSS SECN NOTTO SECTIONA-A a MA/NACCESSROAD C0NCRE7EAPRCW NorrosLAeE TEXAS #19848 NORTH DAKOTA #2861OPE OKLAHOMA #8561 PE AAGRYM CONSULTING, INC. 110 W. LOUISIANA AVE. STE 314 MIDLAND, TX 79701 (432)999-2737 w .magrym.LDm gt��L1�!I�617aI ; VO y5Pi1CN[?Clt �Q S3061 U ° o m� V V V 4p a U U V U V w g3g �a a FusiOv FUSION INDUSTRIES, LLC PO BOX 16340 OKC, OK 73113 WHEELER GULCH SOLARFARM GARFIELD COUNTY, COLORADO DETAILS ;IGNED BY: CSC 'CKED BY: CSC :ET: C151 5 FT. MIN. ANCHOR TRENCH- (SEE M-216-I,SPFET 1) TRUCK (ACCESS PLAN VIEW TEMPORARY BERM 2:1 (TYPJ FENCE EXCAVATED AREA EXISTING PAVEMENT OING —�— B [ME YE NOTE 1) EXISTING 12 PTRM OFFUNDD MN. " I B 10 H10 R. 7 PLAN VIEW 0 SMALL EXTEND FULL WIDTH O INGRESS AND EGRESS OPERATION. EXTUM ]0 ED YIN RW o 6 IN. r MIN I EXISTING GEOTEXTILE PAVEMENT EROSION CONTROL !DEPTH VANES) (CLASS 2) ELEVATION SECTION 11 IT. NIN. II EXISTING CLPID GRMIN 6 IN. LINER h 9 NEEDED ( E NOTE AE NEEDED (ME NDTE 0 JOE IS AREA GMEXTIIE EROSION WILNO (CLASS3)D (SEE (SEE NNE 3) MOTES: SECTION 8- 1. A FENCE (PLASTIC) CONFORMING TO SECTION 807 SHALL BE INSTALLED MOUND THE CONCRETE WASHOUT MEA,EXCEPT NOTES: AT THE OPENING I, AGGREGATE SHALL CONFORM TO OLOSECTION 205.02 W. 2. THE CONCRETE WASHOUT SIGN SHALL HAVE LETTERS AT LEAST 3 INCHES HIGH WHO CONFORM TO 2. THE CONTRACTOR SHALL PROTECT CURB AND CUTTER THAT SUBSECTION 630.02. CROSSES THE ENTRANCE FROM DA ANM, WHOLE NOT BLOCKING ROW OF WATER GURU STRUCTURE. PROTECTION OF 3. ILL MATERIALS AND LABOR TO COMPLETE THE CONCRETE WASHOUT STRUCTURE E C CURB 0.N0 SIMLL BE INCLUDED IN THE OUST OF Wtl6( SNAIL BE INCLUDED N CIE OIST OF WORK AND MOT PAID FOR SEPARATELY. AD PER AND MOr PAD FOR swMalELr, 4. THE ETTOM OF EXCAVATION SHALL BE A MNIMUM W FIVE FEET 3, GEOTEXTILE SHALL CONFURM TO SAMSECTGN 712.08, ABOVE GROUND WATER. U MIL, THE EiioY OF EXCAVATION SHALL BE IN ACCORDANCE WITH 2O8.02 (11. 4. ALL MATERIALS AND LABOR TO COMPLETE THE VEHICLE TRACKING PAD SHALL BE INCLUDED N THE COST OF WORK WD NOT PAID FOR SEPARATELY. 5 THE PAY ITEM NUMBER HER CONCRETE wASHUT STRUCTURE (EACH)IS 208-E04S CONCRETE WASHOUT STRLICTURE s. THE Par ITEM NUMBER L VEHICLE TRA TRACKING vP0 (EACHO rs z6BaEro. VEHICLE TRACKING IV HI RACKnINGA PAD Computer File Information Sheet Revisions Colorado Department of Transportation 2829 West Howard Plead CDQT HC 3'd Floor4 Den.ar, 03 57-90 FAX: 303-757-9660 Phone: nt Branch Project Development Branch JBK TEMPORARY EROSION CONTROL STANDARD PLAN NO. Creation core: 07/31/19 cote: eommeris M-208-1 °° •' `°iN°'° J° Standard Sheet No. 1 of 11 Last Madmtouon Data: m/3v:9 Derider Wtiols: LTA ]'sued oy the Project Development BroncK July SI, 2019 Proiect Sheet Number: CAD Ver, McroSlption VS Sade: Npl H° YNe Units: Ea9GeM1 (� FLOW L - ISOMETRIC VIEW SECTION A -A NOTES: I. EROSION LESS USED AT TO: O SLOM BHALL BE PLACED 5 TO 10 FEET BEYOND TOE OF SLOPE TO PROVIDE STORAGE CAPACITY. 2. EROSION LESS SHNl E PLUNGED W THE CONTOA; WITH ENDS FUME Lr SLOPE. EROSION LOG TOE OF SLOPE PROTECTION SECTION B-B EROSION LOG CULVERT INLET PROTECTION FLOW EROSION LOG APPLICATIONS v EROSION LOG CULVERT OUTLET PROTECTION Computer File Information I Sheet Revisions Colorado Department of Transportation 42D1 East konsgs Avenue --- (IT Denver,ImCrode 6D222 6ilil_- Phane: (303) 7579003 Fox: (303) 75}9820 Project Development Branch DO/LTA TEMPORARY EROSION CONTROL STANDARD PLAN NO. Dote: Comments Creofwn Date: 06/D8/l0 Totals; DO M-208-1 08/26/10 Ravlaad to meet now woter quolily a<ontlards. Lost AbtiHcatim Data: 07/29/11 :nHal,: LTA FULL Path: www.doLatole.co.us(Desi n5upporV (� Revisetl ehee[s I-7. Issued By: Project Da.el°pment Bronan on Jwv oa, zoos Sheet No. 3 of 12 Drawin File Name: 2080IF3012 E n cAn v«: Margsmwn vB same: nm m soda uMN:: fnqusH. (� Added aneels a-u. TIN24F N. N HE ON MIN. 18 IN. MIN. X GETTEXTN ANC OWD IN TREND FENCE NOTES: L GETEXTEE SHALL BE ATTACHED TO WOW POSTS WITH THREE ON WERE STAPLES FOR PCE. STAPLES SHALL HE HEAVY DUTY WIRE AND AT LEAST INCH LONG. 2. WOW POST SHALL E I IN. X I IN. NOMINAL. 1 THE PAY ITEM NUMBER FOR SILT FENCE OF)IS 208-00020. 4. THE SILT FENCE SHALL BE PLACED ON THE CONTEND (AT THE SURE ELEVATION Be [NJ. THE ENDS SHALL BE RATED GP SLOPE (MNINIM ELEVATION GAIN OF 18 IN.), GEOTEXTILE- 12 INMURIED IN TRENCH AND FIRMLY IN TO P057 6 IN G IN. TRENCH THROW MST (TYPJ N SECTION N NOTE: 1. THE END OF THE SILT FENCE FABRIC SHALL SE WRAPPED APPROX.6 INCHES MOUND A WOODEN POST ONE FULL TOWN, THEN SECURED ALONG THE POST WITH 6 NEAVY DUTY WIRE STAPLES AT LEAST INNCH LONG. GEmEXTll POST As FABRIC 'Y GEOTEXTIIE FABRIC 'E POST S' JOINING SECTION DETAIL (PLAN VIEW) NOTES: L THE EMS O THE SILT PEKE FABRIC SHALL BE JOINED TOGETHER BY WRAPPING APPROX, 6 INCHES OF EACH END MOUND A WOODEN WET ONE FULL TURN, THEN SECURED ALONG THE POST WITH 5 HEAVY DUTY WIDE STAPLES AT LEAST I INCH LONG. 2. POSTS SHHAI HE TIGHTLY HUTTED WITH NO CARS TO PREVENT POTENTIAL FLOW-THROWX OF SEDIMENT AT JOINT. ILT FENCE APPLICATIO 8 M T-POST SAFETY CAP ATTACH WINE PANEL TO POST WITH WIRE TIES (WNauL 3 PER POST) -L- 66 IN STEEL NPOSI 36 IN. } 14-GUAGE WELDED WINE FENCING. MAXIMUM WEEK SPACING 6 IN 24 MEDIUMS - ATTACHED TO WERE FABRIC WITH -. WIRE TIES OR It IN W-STABLE NYLON CARS TIES (TYPJ EXTILE AND FENCE - BURIED 12111 TOTAL IN MR IN.X 6 IN. TRENCH SIDE VIEW NOTES: I. THE ENDS OF THE SILT FENCE FABRIC SHALL BE JLNMM TOGETHER BY WRAPPING APPROX.5 ACES ff EACH EM MOUND A STEEL T-POSI, THEN SECOND DL{NG THE POST MIN WE TIES MNIMUM 3 PER POST). 2. POUTS SHALL BE TIGHTLY M iED WITH NO GAPS TO PREVENT MITITLAL ROW-TleplON OF =m T AT MINT, 3. SALT FENCES SHALL MOT E USED FOR CHECK OMB, 4. THE PAY ITEM NUMBER FOR SALT FENCE NEINFORCED) ULF) IS AB-00021. SILT FENCE (REINFORCED) DAP JET 0 WINE FENCING PACING 6 IN. WIRE TIES 8 IN. ABOVE COME. Computer File Information Sheet Revisions I Colorado Department of Transportation ITEMPORARY STANDARD PLAN NO. Creotbn Oote: 07/3149 Date: Comments 2829 Weal HOWord Flood M-208-1 Deai Oar �'°a,: JBK ®�tl ComtUST "°' "d75FloGetor EROSION CONTROL Standard Sheet No. 8 of 11 Las! Modification note: 07/31/19 > 4.m prycner 3C3-] -9021 FM 303-757-9888 Datoiler Initials: LTA CEZ) I Project Development Branch JBK I Issued by the Project Dere1°pment Bronco: July 31, 2019 PraleCt Sheet Number: CAD Ver.: McrPSNli°n W So°le: Noi Fa Scv7e Uni!s EngisM1 Cm EROSION EROSION LOG ENDS SHALL BE TIGHTLY ABUCTINC. FOR JOINING LESS IN OTHER SITUATIONE SEE THE MINING EROSION LOG MPLICATIONS. USE TWO WOOD STAKES AT ALL EROSION LE ENDS OR MINTS (TYPJ USE A STAKE EVERY 241N - AND CONTINUE ALTERNATE ORIENTATION THROUGHOUT THE LENGTH W THE EROSION LOG -EROSION LOG PLAN VIEW FLOW PLAN VIEW NOTE: THE TOPS OF ALL STAKES SHALL NOT TRENCH LOGS EXTEND MORE THAN 2 INCHES MOVE INTO GRADE 2 N. THE TOPS OF EROSION LOGS. (TYP.) FLOW SECTION A- TYPICAL STAKE INSTALLATION USE A WOW IMEi USE TWO WDE STAKES USE TWO WOOD STAGES STAKE EVERY AT ALL EROSION LOG AT ALL FREEDOM LE 24 IN. ENOS OR JIDNIS FLOW ENDS ENDS ER MINTS Y Y 12 1N. BROW EROSION to. USE A WOOD MIN. SECTION 8-8 STAGE EVERY 24 IN. METE: LOCATE EROSION LOGS AT THE WTSIEE TIGHTLY MOT EDGE W THE CONCRETE APRON. 9GHTLY ABUT END EROSION END Ta FORM TD FaRu cDxnnu6us LEG DONTINLDus sfcnW EROSION LOG FILTER AT DROP INLET fcne 12 NO OVERLAP J-HOOK JOINING DETAIL OVERLAP OVERLAP JOINING DETAIL JOINING EROSION DO APPLICATIONS ffW:L'A . aw WLse Eq[OSION LEMSS S WIiTNIGNIOTGMS (UP, IN I. STAKES HALL BE RINCLUDED IN THE COST E THE EROSION LOGS. C PLAN VIEW EROSION LE TRENCH LOGS INTO GRACE 2 IN. RCN (TYPJ V SECTION C-G MOTE: NP ELF STAGE SHALL NOT EXTEND PAST (MOT ALL LOGS SHOWN) TOP U EROSION LW MORE THAN 2 IN. EROSION LOG CULVERT INLET PROTECTION LW EROSION LOG APPLICATIONS EROSION LOG CULVERT OUTLET PROTECTION Colorado Department of Transportation TEMPORARY STANDARD PLAN TIC 21329 West Howard CDO erHO, O l Fla., Place M-208-1 CONTROL Sheet No. 2 EROSIONtandard S ee Phone: 303-757-9D21 FM: 303-]57-9868 S Project Development Branch JBK I Issued by the Project Development Branch: July 31, 2019 Project Sheet Number: C*a MAGiIYM TEXAS 919848 NORTH DAKOTA#2861 OPE OKLAHOMA #8561PE MAGRYM CONSULTING, INC 110 W. LOUISIANA AVE. STE 314 MIDLAND, TX 79701 (432)999-2737 wam.ma9rym.coal Pe a V yU V V z� o ^fig 3 8 a 0 o a I FUSION FUSION INDUSTRIES, LLC PO BOX 16340 OKC, OK 73113 WHEELER GULCH SOLAR FARM GARFIELD COUNTY, COLORADO STANDARD DETAILS 'NT NO: !80-CIV-C160 VTAL SCALE: ATE: 08104/20 T NO.: 22-280 :CIVIL \L SCALE: ED BY: CSC D BY: CSC 1No Fusion Deems solar FermlD4_CNIL1OeaI9n4lreMn:NSW34A4G22 IOW GIN C160 NO ds, ■ _ _--------..■■■■�-�i-��fHfHfHfH� i TE O MIGTALL FEIM.FPERDE/AILO.45HEETCIW ® F PER DETAIL ON &VEEI C150 O MCDINNG TRANSMISGIDNLINE OWY NGfi9TEPERDETANON9NEETCIN © PWALRG9TE PEP CETAK CW 811EET LIW LEGE 9 —a's E%ISTING OVFItHEAO PoWERLINE (Y6Y IXISTIN30VERHE40TRgN5AX5S10.4!/NE e — E STIW FENCE ... ... EP snw PIPELINE — ExlSnnc EfSEwENT PROPPSED EASEMENT P ERTY90UN Y PR SED FENCE [ P SED UNDERQ WELLL LLINE PR SEDR PROPQSEDLEISESOLWWRY MAGRY.M TEXAS #19B46 NORTH DAKOTA#2861OPE OKLAHOMA #8561 PE MAGRYM CONSULTING, INC. 110 W. LOUISIANA AVE. STE 314 MIDLAND, TX 79701 (432) 999-2737 w .me9LYm.DDm FUS,, •N FUSION INDUSTRIES, LLC PO BOX 16340 OKC, OK 73113 WHEELER GULCH SOLARFARM GARFIELD COUNTY COLORADO SUBSTATION SITE PLAN BY: CSC SCEcef*fog 0 f0' M C170 S♦ MAGRYM I T TEXAS #19848 NORTH DAKOTA#2861OPE OKLAHOMA #8561PE y MAGRVM CONSULTING, INC. T 110 W. LOUISIANA AVE. STE S MIDLAND, TX TX 78701 (432)999-2737 w--Rgrym.wm S `a.t=, S U 3 Q g I' FUSIChI FUSION INDUSTRIES, LLC PO BOX 16340 OKC, OK 73113 WHEELER GULCH SOLAR FARM LEGEND GARFIELD COUNTY, COLORADO —__,,,.-____.__ sXisnrvG ovERREAoaowERLttLE -. _. n.--exsnNG ovERHEAa maNSNrssIONUNE EXanNOR:rvcE onsnNG wPEUNE EXisnNG EASEUENr PRovosEa EASEeawr .. � � PROPERTYBWNMRY - PROPOSED FENCE PROPOSED UNDERGROUND ELECTRIGL LINE -.. -. PROPOSED ROAD -PROPo EDLEASEBOL RY EXISTING GRADE CONTOURS EGE snw GRADE SUBSTATION — -- FINISHEOGRADECONT SfdMO MIERVAL) GRADING PLAN FG FINISHED GRADE N MAU22-1 IVC C171 HORIZONTAL SCALE: PRINT DATE. 08/04/20 PROJECT No,: 22-280 SUBSET: CIVIL VERTICAL SCALE: DESIGNED Ely: CSC CHECKED BY: CSC -;;G C171 Section A 6990 FFWSMEO PAO am a'>F2L SLOPE FKG 6980 '�� �EX/ST/NG GNg6'E am 5976 0 0 1 Section B 6aB0 - FWusNEovgG am 31vrLL s<� 31F/GL SLGPf _ �EA26T/NG GRA()E 5375 5376 owo t Section C am RMBHEOPFO am 3'I,i4L SCQ�E _ / EXGST/NGGRIDE sus 6376 1 60 t. Section D 5390 wes LF/N/SNEOPAO 3-1 F.cL SLOPE _ SIHL eYOPE � 5389 _� �IX/ST/NG GRAOE 69M sub ON 53" am 5375 mm ON am m76 am Was am sm Gam am 58m 6a75 Section 1 ON ON am W75 Gam Section 2 ON 69m 31 FNL SLLWE a9 NLL sYOPE _ --- 59m —� y— �FX/S1ML'GiWA 975 vo— D + Section 3 S[O E -- _�' IXISTMGGAgOE 5375 6370 ON am Gam mn mm Gm mm ws I MAGRYM TEXAS #19848 ' NORTH DAKOTA#28610PE OKLAHOMA 98561PE AAGRYM CONSULTING, INC. 110 W. LOUISIANA AVE. STE 314 MIDLAND, TX 79701 (432)999-2737 w .magrym.wm 0 U F0 V 0 y0 w 4 Q S S�yo WU i By � — wo n$ u NU U V O V FUSION,..,_..._ W90 FUSION INDUSTRIES, LLC PO BOX 16340 OKC, OK On 73113 WHEELER GULCH Section 4 SDI AR FARM ssso am GARFIELD COUNTY, COLORADO F/N/SHEO PAO 6%6 6a66 a'IFkL SLLNE mu Z'JFYG fi3m SlC4 E \\ m75 M75 SUBSTATION said r 1 I 1 F-�— GRADING PLAN PRINT DATE: 08/0412023 PROJECT NO.: 22-280 SUBSET: CIVIL ROw2 TALSMEI+V VERTICAL SCALE: o m' DESIGNED BY: CSC vERn srq�++z CHECKED w-CSC +' i' SHEET: C172 Dnwin File. 2:+6ne,etlNroWopWn P 62-2m Fwbn Cn Soler Fum GMUDetlrnl Wnm%R6J. W2-2m41VLt71 R5.dwp -----m mm m...�■�tHiHiHiHfHiHfH� N J SG f•fa 0 6 E1 Point Table Point # Desanp#on Pad Elevation Northing Eas#ng Top of Conwmte Elevation 5000 CONC FOUNWnQN MINN. 16M87504' 22655I6.4T 53mm 5001 CONCT-0UNDAn 530`05' 16I)M742T 226560544' 6 MNI 5002 CONC FDUNDATI0.N 538423' 16(IPMI.05' 21655760M 538520' M03 CONC FOUNNTMH4 5364.23' 16W86028' 22856OM Lawn. 5004 CONCFOUNNT 538423' IMM6091' 22656nn' 588520' 6LG6 CGNCWUNNib.N MI'L23' 16MM,78' 225SUM' Ow..20' 5006 CONLFdINDATKM' MM28' I INSM541' 2MM7711' 538520' SNT CORM. FOUNnAn(YI 5304M' 16098562I' nNO2.10' MMx' 6W8 CONC FOUNNT10.4 5384.11' 160987027' 22e660341' Men. MAR c0hki UNNIW 5381.11. 1643070.15' 228560780' MO..". M10 CONCFd/NDATION 5384A8' I&VM416, 22&PoOT78' Main, 5011 O0.NC FOUNDATION 5M`K16' 160866426' 22e5e03.24' MR620' W12 CGNG FOUNOATNNI 6MIL 5' IM9823 M' 2266e21)32' S3ei20' 6013 CONLfOUNOATKW M84.85' 180823M i?MM2.3f' MOM, M14 CQNCFOU 7701V 53848I' 160N8163N' 2286626.12' MM"' 6016 CONC FOUNOAT.Y.VI 5384.87. 1e0N8166a 1?nM 0.13' 0M.20' old LONCiWNN110N 5UPL82' I 16MM47' 2265823.40' SM", mil CONL FOUNDATON wff,m' 190881348' nwu3.04' M&5.20' 60f8 CONCFIXlNDATB'NI 53844N' 160 mm, 2365681.38, SM&M' wig CQVCFCU 770" 6384.48' lNeOd Po' MOOD," MMM' 6030 CO.VC Fp/NOATpN MINN. IMMMM' n65830.57 OMM' 5021 CV NC FdINDATm SM..M. INSWO' 22658MM' MM2T 602E CONCFWNOATpN 5364.57' 16MM81' 226669E NY 63851P =3 CONC FO(BMATpN 5384.57' 1600M51' 22656MM' 5MdM' 5024 OONCFOU mff MINN. 160N1282' 1265639.0' Maim NO CUNC PoUNOATION MMM' 160981252' 226665E51' OMM' 5026 CQVCmuU 1/0N 53844' j 160980(LW 2W5M4.6P j 598620' 5027 CUNc Fovm4Tm 5364m, 160982426' 22656666T OOM, 5026 CONCFOUNDATNN 5384A9' 160982406' 228OMM' 538620' 6029 CONCFOU 7014 5984.61' 1609S1525' 2265668.0' 638520' =0 CC=PoUNDAPON 69N.6P IMS1505' 2265673.68' 5]OW NO =fcm NOATmv 538441' 18004212' 226568E81' 6385.20' =2 CONC FOLVMA W 536459' 1MMI 71' 22657M..61' S "W, an3 CONCPoUNNTNN 636460' IMS187O 2266705.16 00..20' 6)34 COW Povm),lT N 5314.5T 1MMfLT1' 226570480 5385.W =5 I CONCPoUNNTION 5384.0, 1MMA14' 2MM N.64' 085.20' lEG[ND w'� EJnsnNG ovERNEAD PowEn Lu4E — ONVL — FXIsnN30VERNEAO RWN5M1G5/O.YLINE x EMS71W FENCE ED3SII G PIPELINE EMSI)W EASEMENT VROPOSEOFABEMFAT e� PROPERP/BOUNNRY PROP DFENCE --- - PROPo 0 UNDERGROUND ELECTRICAL LINE PROPQSEORND PROPo DLEASE 80(MNRY 00 MAGRYM TEXAS #19840 NORTH DAKOTA#2861OPE OKLAHOMA #B561PE AAGRVM CONSULTING, INC. 110 W. LOUISIANA AVE. STE 314 MIDLAND, TX 79701 (432)999-2737 w .magrym.00m m V V FUSION FUSION INDUSTRIES, LLC PO BOX 16340 OKC, OK 73113 WHEELER GULCH SOLAR FARM GARFIELD COUNTY, COLORADO SUBSTATION CONTROL PLAN BY: C173