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Q <br /> [ ( I _� �_I 1 "f *' SYSTEM SPECIFICATIONS REVISIONS <br /> r j SYSTEM SIZE DC 2,620.85 kW 19 PRELIM LAYOUT 08/25/26 0 <br /> --- - � POLE-0 _ � o <br /> UTILITY SCADA RECLOSER SYSTEM SIZE AC 2,000.00 kW N <br /> DC AC RATIO 1 .31 20 PRELIM LAYOUT 08/29/26 = <br /> i w / <br /> wo <br /> �' MODULE MANUFACTURER FIRST SOLAR <br /> POLE-1 N PAVED RURAL DRIVEWAY } <br /> UTILITY REVENUE METER ( ) <br /> t' POINT OF COMMON COUPLIING PCC ENTERANCE (R-17) i1h _ << - MODULE MODEL FS7530ATR1 0 <br /> ,�' Ilk <br /> � ( ) -� � _ � MODULE RATING 530 W <br /> �- - POLE C1 (E) POI '' <br /> �- '`` TOTAL MODULE QTY 4,945 <br /> « - CUSTOMER RECLOSER MORMON 1102 AT 1 2 KV RD <br /> 11► ,� COPPEROPOLIS MODULES PER STRING 5 <br /> POLE-C2 TOTAL NO. OF STRINGS 989 <br /> V* RISER WITH AC DISCONNECT SWITCH 375.5-1 � � �� INVERTER MODEL CPS SCH350KTL-DO/US-800 <br /> __- <br /> - INVERTER RAT 3 3 W ♦/�RATING 50 kW 25 kW* `/I <br /> - _ _ � ► • - INVERTER QTY 2 4 <br /> -�a r W <br /> STEP-UP TRANSFORMER 800V WYE /1 2KV DELTA, 2200KVA m <br /> RACKING ATI HSAT <br /> _�---=-., Ir r 1 # 75 MODULE TRACKER 55 W <br /> 123.10' <br /> # 60 MODULE TRACKER 5 o <br /> 15.00 ___-- 0 174.15 � 40 MODULE TRACKER 13 W <br /> z 0 <br /> '* _ TILT ANGLE 0° Q F o <br /> K W � <br /> M � �' �� _ AZIMUTH 19° � 00 � <br /> 149.54' o _______ _- INTER-ROW SPACING 9.08' 0 Ln o <br /> W 0 <br /> \ - ---- PITCH 1 6.62' o u' o <br /> .dam► o � u <br /> 1 � � � GCR 45.4% INS 0 � Q �z <br /> • 1 27.10' i t /ESL zo �� � <br /> SITE AREA INSIDE FENCE 12.23 Ac ,.■` w <br /> ' <br /> LL <br /> INVERTER OUTPUT POWER SHALL BE FACTORY-SET WITH A MAXIMUM \�� � z o <br /> NET OUTPUT LIMIT OF 325kW. c__ Q � � <br /> __--- <br /> �� o � 00 0 <br /> a \ � Lc) <br /> o <br /> � <br /> � � <br /> <V �\ !C► ATI 75 MODULE TRACKER <br /> o) Q 0 L <br /> ATI 60 MODULE TRACKER <br /> Ww � ( <br /> \ ATI 40 MODULE TRACKER o J <br /> � w <br /> -� POWER STATION - (1 ) MV TRANSFORMER, " z ~ <br /> �� _ �� ■ ® (1 ) DAS, (1 ) WEATHER STATION Q Q <br /> a el <br /> `\ � STRING INVERTER Lo <br /> \ e 0 a a 0 0 e e IK 16' WIDE SITE ACCESS GRAVEL ROAD <br /> e <br /> EXISTING WELL FROM WELL ;\ a 0 a a I cn <br /> e a EXISTING STRUCTURE z w <br /> PERMIT #78464. SEE NOTE 11 0 0 0 e \ Q Q <br /> 0 a a <br /> e a e a e \ I O WELL ° zCD0 <br /> APN:10322025 o z w n <br /> * I (E) PUBLIC ROAD ciawo< <br /> APN:1 0322024 tli , _ _ PROJECT <br /> (N) 6' CHAIN LINK SECURITY FENCE \ I PROPERTY LINE <br /> x X PROJECT SITE SECURITY FENCE <br /> _- \M .—M O __ - • �• '' ---------- SETBACK <br /> 807.42 \ I <br /> o +. _ (E) OH LINES 0 0 <br /> __ __--- - - -- -- ----- - N.—w°—M —M°- MV CABLE � 2 o 0 <br /> I <br /> ° <br /> \ ------- I ` 1� <br /> PARCEL LINES � (� <br /> uo <br /> a <br /> �278.29' GENERAL NOTES <br /> � O CO <br /> - <br /> 0 ' <br /> 1 . REFER TO SINGLE LINE DIAGRAM FOR DETAILS. 0 � � <br /> 0 <br /> I <br /> 2. INSTALLATION TO COMPLY WITH NEC 2023 ARTICLE 690 AND ALL <br /> • 'N• •.�..+ APPLICABLE LOCAL, STATE AND NATIONAL CODES OR REGULATIONS. N <br /> 0322022 i ', � � - .�•����� 0 � <br /> I 3. EQUIPMENT SHALL BE LABELED PER NEC 690 AND UTILITY 0 <br /> -- - - - - -', _ REGULATIONS. <br /> --4off -- <br /> ----- I O 0 <br /> J 4. 16' ACCESS ROADS SHALL BE DESIGNED TO ACCOMMODATE ALL U <br /> MAINTENANCE, AND UTILITY TRAFFIC <br /> CONSTRUCTION, OPERATIONS, E <br /> ___--- THROUGHOUT THE SITE. <br /> W0 �00.-- _ 16.62' �' _s 4 - 5. DIMENSIONS TO PROPERTY LINES AND EXISTING FEATURES ARE EL U <br /> �►.�� _- , I � �! , APPROXIMATE PENDING SURVEY. � 0 <br /> 040 1 '� I I - 6. THIS DRAWING REPRESENTS A CONCEPTUAL INTERCONNECTION SCHEME. O <br /> THE INTENT IS TO COMMUNICATE PROJECT SPECIFIC EQUIPMENT, SIZE (� <br /> 35.00' SETBACK FROM it t AND NEGOTIATE THE INTERCONNECTION DETAILS WITH THE UTILITY. THIS <br /> �►� ��-' _ �: � EXISTING STRUCTURES I I DRAWING HAS NOT BEEN ISSUED FOR CONSTRUCTION PURPOSES. THE <br /> 30.00' SETBACK FROM 839.22' - '_ -` m DEVELOPER OR CONTRACTOR IS RESPONSIBLE FOR ENSURING A SHEET TITLE <br /> ` �■P' - PROPERTY LINE SYSTEM DESIGN IS COMPLETE AND APPROVED BY AN APPROPRIATELY <br /> I LICENSED ENGINEER PRIOR TO PROCUREMENT AND CONSTRUCTION. <br /> r � I a - <br /> " C7 1 <br /> �. I - 7. EXISTING DRAINAGE PATTERNS TO REMAIN. A FULL DRAINAGE REPORT <br /> s _ 1 �. ` WILL BE PREPARED AT BUILDING PERMIT. <br /> • s - - � 8. THE SUBJECT PARCEL IS FLAT WITH LIMITED TOPOGRAPHY. <br /> « S TE PLAN 9. THE NEAREST SURFACE WATER FEATURE IS THE MORMON SLOUGH <br /> 50.00' SETBACK FROM �. LOCATED APPROXIMATELY 0.4 MILES SOUTH OF THE PROJECT. <br /> OVERHEAD LINES <br /> e' tY► t �"� 10. NO NEW WATER OR WASTEWATER FACILITIES ARE ANTICIPATED TO BE <br /> CONSTRUCTED WITH THE PROJECT. <br /> �x t <br /> 1 1 . MAINTAIN 5' STRUCTURE SETBACK TO EXISTING WELL. IF PLAN AT TIME <br /> OF BUILDING PERMIT CANNOT MAINTAIN A 5' SETBACK, A WELL <br /> REMOVAL PERMIT OR WELL OUT OF SERVICE PERMIT WILL BE SCALE: AS SHOWN <br /> - ` �► - 1 ,. i►' OBTAINED. DRAWN:LR <br /> it DATE: 08/29/26 <br /> � ARRAY EOCAT 00 <br /> PV 100 P V100 <br /> S�A�E � �5 N NOT FOR CONSTRUCTION FOR IA DISCUSSION ONLY . <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 />