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ENTERPRISE ENERGY J W w Q 7.5' 7.5' < U- 2925 DEAN PARKWAY, EXECUTIVE STE 300 o 0 MINNEAPOLIS, MN 55416 ui 612-470-7152 Lw 2% SLOPE (TYP), MIN 1% 2% SLOPES ( MIN 1% 0 3.1 WWW.ENTERPRISEENERGY.COM LOPE TO 77 S - EX�STINGI =I I1=1I I I I III, I I I=111= THIS DRAWING IS THE COPYRIGHT PROPERTY OF ENTERPRISE GROUND 1=1I1=1I I 1I I III-III—III= I— I I— ENERGY, LLC. IT MAY NOT BE REPRODUCED (IN WHOLE OR PART) 6"AGGREGATE BASE FOR OTHER THAN THE PROJECT NAMED WITHOUT THE WRITTEN CONSENT OF ENTERPRISE ENERGY, LLC THIS DRAWING IS FOR PLANNING PURPOSES ONLY, AND NOT TO BE 12" COMPACTED SUBGRADE USED FOR CONSTRUCTION. ROAD WITH SUPERELEVATION PV SYSTEM OVERVIEW J J DC SYSTEM SIZE (kWDC) 1,488 Q 7.5' 7.5' Q AC SYSTEM SIZE (kWAC) 999 (INVERTER LIMITED) Of DC/AC RATIO 1.488 O O QTY PV MODULES 2730 w w QTY INVERTERS 10 0 2% SLOPE (TYP), MIN 1% 2% SLOPE (TYP), MIN 1% o w f— w 3.1 ARRAY TILT 30° TO SC P OE —� �—III—III-I 11 III III—III—I I 1=1 I '•. G - EX� ARRAY AZIMUTH 182* ST1N __,III 11 ,111, ,III,, I=ITI- GROVN� 6"AGGREGATE BASE PV MODULE SPECIFICATIONS —'�I MANUFACTURER CANADIAN SOLAR 12" COMPACTED SUBGRADE MODEL NUMBER CS6W-545MB-AG ROAD WITH CROWN POWER (WDC-STC) 545 MAX SYSTEM VOLTAGE (VDC) 1500 NOTES: PV INVERTER SPECIFICATIONS 1. 2% CROSS SLOPE IS TYPICAL, BUT CAN BE ADJUSTED DOWN TO MATCH EXISTING GROUND SLOPE IN MANUFACTURER CHINT POWER SYSTEMS ORDER TO PROMOTE CONTINUED SHEET DRAINAGE ACROSS ROAD. CROSS SLOPE SHALL NOT BE LESS THAN 1%. MODEL NUMBER SCA100KTL-DO/US-480 2. ROAD GRADES ARE TYPICALLY INTENDED TO MATCH ADJACENT GRADE ALLOWING DRAINAGE TO SHEET MAX OUTPUT POWER 99.9 / 105.2 ON AND OFF OF ROADS EVENLY. CARE SHOULD BE TAKEN TO FIELD ADJUST ROAD GRADES OR DITCH (kWAC / KVA) AND LOW WATER CROSSING LOCATIONS AS NECESSARY TO PREVENT RUNOFF FROM CONCENTRATING OUTPUT VOLTAGE (VAC) 480 ALONG ROAD EDGES CAUSING EROSION. 3. NO GEOTECH REPORT HAS BEEN COMPLETED. ROAD SECTION DESIGN SHOWN IS PRELIMINARY AND MAY MAX INPUT VOLTAGE (VDC) 1,500 CHANGE PENDING THE FINAL GEOTECH REPORT. STRUCTURAL DESIGN OR ANALYSIS HAS NOT BEEN PERFORMED REGARDING ACCESS ROAD DETAILS. ENGINEERS STAMP: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR 1 TYPICAL SOLAR ACCESS ROAD REPORT WAS PREPARED BY ME OR UNDER MY DIRECT NOT TO SCALE SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ---------------------------- DATE REGISTRATION NUMBER N0. REVISION / ISSUE DATE 0 INTERCONNECTION APPLICATION 01/30/2023 1 CUP 2/13/2023 2 CUP COMMENTS 8/9/2023 3 LGU COMMENTS 9/20/2023 4 VMP ADDITIONS 10/20/2023 `� 5 ARRAY FOOTPRINT AND HUGO COMMENTS 1/5/2024 TOP OF PILE 6 INFILTRATION BASIN 1/30/2024 G) m 7 CUP COMMENTS R2 2/26/2024 o X > 0O 8 CUP COMMENTS R3 4/1/2024 O 9 m 10 7MG) ym MIN. PILE REVEAL D z n 11 MAX. 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