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Q <br /> .1 �' YOLII' Map - + i <br /> t - SYSTEM SPECIFICATIONS REVISIONS <br /> co <br /> f F SYSTEM SIZE DC 2,427.40 kW 14 PRELIM LAYOUT 08/14/25 0 <br /> d. <br /> SYSTEM SIZE AC 2,000.00 kW N <br /> POLE-1 f . ' DC/AC RATIO 1 .21 0 PRELIM LAYOUT 08/02/25 <br /> = <br /> UTILITY SCADA RECLOSER . . � k �+ ' ' � � <br /> MODULE MANUFACTURER FIRST SOLAR <br /> • (N) PAVED RURAL DRIVEWAY 3 _ <br /> y� POLE-2 ENTERANCE (R-17) MODULE MODEL FS 753OA TR1 0 <br /> UTILITY REVENUE METER MODULE RATING 530 W <br /> POINT OF COMMON COUPLIING (PCC) (E) POI _ * U <br /> TOTAL MODULE QTY 4,580 <br /> �• � � MORMON 1 1 02 AT 12 KV 1 <br /> CUSTOMER RECOLOSER COPPELE ROPOL�S RD MODULES PER STRING 5 <br /> TOTAL NO. OF STRINGS 916 <br /> POLE-C2 375,53' - �� INVERTER MODEL CPS SCH275KTL-DO/US <br /> RISER WITH AC DISCONNECT SWITCH _-- _ �° �° - INVERTER RATING 250 kW o o (D O <br /> r� U <br /> 3P6 INVERTER QTY 8 W L j 6' 0� <br /> �� - -- <br /> -------- J W Q - o <br /> STEP-UP TRANSFORMER 8O0V WYE /1 2KV DELTA, 2000KVA <br /> -, - _ <br /> �- - - - - RACKING ATI HSAT cm <br /> U) OU <br /> Lo <br /> � 75 MODULE TRACKER 52 w U z w <br /> Lu <br /> - - - <br /> _-- <br /> -° 57.28 -- _ - -I - -- � 60 MODULE TRACKER 4 < <br /> _ _ - 40 MODULE TRACKER 11 <br /> - - _ �---x — h .� •' TILT ANGLE 0° Z O Of w z <br /> � co <br /> 1 3060.90' ,' AZIMUTH 19° <br /> W � o <br /> a C U INTER-ROW SPACING 9.1 , z <br /> PITCH 16.6' <br /> I11p -neigh <br /> 12.00' GCR 45� INN� <br /> vv 1 27.1 0' �; ! ME <br /> - _ �o. • _ � # SITE AREA INSIDE FENCE 8.90 Ac ,■■` <br /> \ 41 .85 <br /> - ---- <br /> op <br /> - \ LEGEND <br /> O <br /> 80.99' e e e x coATI 75 MODULE TRACKER 0 <br /> or <br /> ---- �� \ 4.84' �' `� a+ Q m z <br /> c— � ATI 60 MODULE TRACKER w U <br /> 4 > Y N w <br /> Lu w <br /> \ + # ATI 40 MODULE TRACKER of w w z <br /> C� z U <br /> POWER STATION (1 ) MV TRANSFORMER, Q O w <br /> (1 ) DAS, (1 ) WEATHER STATION O z d Q <br /> \0 539.91 ' CPS 25OkW STRING INVERTER Q <br /> iona I w <br /> `\ 0 34.63' 12' WIDE SITE ACCESS GRAVEL ROAD 00 c� <br /> (D <br /> a a a x - - EXISTING STRUCTURE Z W � <br /> 4FL (If 1­_LANDSCAPE BUFFER <br /> EXISTING WELL FROM WELL a e e 0 0 a _ <br /> a a a \ a I Q w Q <br /> � U <br /> PERMIT 78 464. SEE NOTE 11 e a LU� Z <br /> , F 1' I +I O WELL V) 0 U) O <br /> //V <br /> APN:1O322O25 <br /> W Z W <br /> E PUBLIC ROAD <br /> - \\ 2O24 ' ' � � _ PROJECT <br /> FENCE <br /> (N) 6' CHAIN LINK SECURITY APN:1O32 <br /> \ \ <br /> `\ I PROPERTY LINE <br /> v v v PROJECT SITE SECURITY FENCE <br /> I <br /> 310.26 _ -- SETBACK <br /> \ � � ' �— <br /> ------- <br /> � 60556.14 \ � �_�=� ___, '� � � � (E) ON LINES Q <br /> 4 <br /> � ---- �- __�_ CABLE <br /> ---- -- - - r M° M <br /> M° M M V O <br /> fr PARCEL LINES v! <br /> t i _ <br /> 20871.51' Q O <br /> GENERAL NOTES O <br /> X, (10 C0 <br /> e e a a a 0 a * I y 1 . REFER TO SINGLE LINE DIAGRAM FOR DETAILS. <br /> e e a a a 2. INSTALLATION TO COMPLY WITH NEC 2023 ARTICLE 690 AND ALL vJ J <br /> ��#�F IF+, • APPLICABLE LOCAL, STATE AND NATIONAL CODES OR REGULATIONS.\\ APN:10321012 � i O ^ <br /> � � <br /> .f 1 <br /> i \ a a I 3. EQUIPMENT SHALL BE LABELED PER NEC 690 AND UTILITY O <br /> \ a s � REGULATIONS. � Z � N <br /> 34.87' O <br /> ___-- r <br /> � 4. 12' ACCESS ROADS SHALL BE DESIGNED TO ACCOMMODATE ALL OAPL O <br /> \ ---- 41 .41 ' �— _ CONSTRUCTION, OPERATIONS, MAINTENANCE, AND UTILITY TRAFFIC <br /> \ ___---- I THROUGHOUT THE SITE. W W CV <br /> V. <br /> 0.08 - _-- I * 5. DIMENSIONS TO PROPERTY LINES AND EXISTING FEATURES ARE ^ ' <br /> `\ ___-- �# 4 APPROXIMATE PENDING SURVEY. 11 O ob z <br /> ,P06 \ I 6. THIS DRAWING REPRESENTS A CONCEPTUAL INTERCONNECTION SCHEME. ��^^ r , <br /> THE TENT IS TO COMMUNICATE PROJECT SPECIFIC EQUIPMENT, ZE �./ �•/ VJ (•/ —j J <br /> 35. SETBACK FROM IN SIAND NEGOTIATE THE INTERCONNECTION DETAILS WITH THE UTILITY. THIS <br /> 839.22' EXISTING STRUCTURES <br /> 30.00' SETBACK FROM DEVELOPER OR CONTRACTOR IS RESPONSIBLE FOR ENSURING A- � DRAWING HAS NOT BEEN ISSUED FOR CONSTRUCTION PURPOSES. THE SHEET TITLE <br /> - * PROPERTY LINE - fin ' SYSTEM DESIGN IS COMPLETE AND APPROVED BY AN APPROPRIATELY <br /> LICENSED ENGINEER PRIOR TO PROCUREMENT AND CONSTRUCTION. <br /> 7. EXISTING DRAINAGE PATTERNS TO REMAIN. A FULL DRAINAGE REPORT <br /> WILL BE PREPARED AT BUILDING PERMIT. <br /> t <br /> Vol <br /> � � � � � � 8. THE SUBJECT PARCEL IS FLAT WITH LIMITED TOPOGRAPHY. S T E PLAN <br /> i 50.00' SETBACK FROMt 4049W 9. THE NEAREST SURFACE WATER FEATURE IS THE MORMON SLOUGH <br /> va 00 OVERHEAD LINES LOCATED APPROXIMATELY 0.4 MILES SOUTH OF THE PROJECT. <br /> H& - 10. NO NEW WATER OR WASTEWATER FACILITIES ARE ANTICIPATED TO BE <br /> 40* CONSTRUCTED WITH THE PROJECT. <br /> * 11 . MAINTAIN 5' STRUCTURE SETBACK TO EXISTING WELL. F PLAN AT TIME <br /> OF BUILDING PERMIT CANNOT MAINTAIN A 5' SETBACK, A WELL SCALE: AS SHOWN <br /> _ REMOVAL PERMIT OR WELL OUT OF SERVICE PERMIT WILL BE <br /> • � DRAWN: LR <br /> often ' OBTAINED. <br /> DATE: 08/14/25 <br /> ARRAY DOCAT OD N <br /> SCALE: -75NOT DOD CONSTRUCT ON , DOD A DSCUSS O ONLY . <br /> PV - 100 <br /> SHEET 1 OF 2 <br /> THIS DRAWING AND ITS CONTENTS ARE THE PROPERTY OF SEQUOIA ENGINEERING AND DESIGN ASSOCIATES AND MAY NOT BE USED OR REPRODUCED WITHOUT WRITTEN PERMISSION. <br />