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YELLOW BELL SOLAR © C2.5 ENLARGED SITE PLAN NORTH LEGEND C2.2 C2.3 C2.4 C2.5 C2.6 C2.7 C2.8 C2.9 YELLOW BELL SOLAR © C2.6 ENLARGED SITE PLAN NORTH LEGEND C2.2 C2.3 C2.4 C2.5 C2.6 C2.7 C2.8 C2.9 YELLOW BELL SOLAR © C2.7 ENLARGED SITE PLAN NORTH LEGEND C2.2 C2.3 C2.4 C2.5 C2.6 C2.7 C2.8 C2.9 YELLOW BELL SOLAR © C2.8 ENLARGED SITE PLAN NORTH LEGEND C2.2 C2.3 C2.4 C2.5 C2.6 C2.7 C2.8 C2.9 YELLOW BELL SOLAR © C2.9 ENLARGED SITE PLAN NORTH LEGEND C2.2 C2.3 C2.4 C2.5 C2.6 C2.7 C2.8 C2.9 YELLOW BELL SOLAR © LEGEND C2.10 ENLARGED SITE PLAN NORTH ENLARGED O&M, BESS, AND SUBSTATION PLAN (NOT A PART) TESLA O&M BUILDING OWNER O&M BUILDING SEPTIC TANK ELECTRIC PANEL WATER LINE WASTEWATER LINE 24' VEHICLE SWING GATE PER DETAIL 3, SHEET C3.0 LEACH FIELD ELECTRIC PANEL SECURITY FENCE PER SHEET C3.0 ABOVE GROUND WATER TANK SECURITY FENCE PER SHEET C3.0 SECURITY FENCE PER SHEET C3.0 24' VEHICLE SWING GATE PER DETAIL 3, SHEET C3.0 SECURITY FENCE PER SHEET C3.0 APPROXIMATE LEACH BED TESTING AREA PRE-FABRICATED ADA LONGITUDINAL RAMP AND LANDINGS TO O&M ENTRANCE (TYP.) WHEEL STOPS CONCRETE YELLOW BELL SOLAR © LEGEND C2.11 ENLARGED SITE PLAN NORTH ENLARGED O&M PLAN VIEW (NOT A PART) YELLOW BELL SOLAR © DOUBLE SWING GATE DETAIL TYPICAL FENCING DETAIL 2 GATE SIGNAGE 10'-0" MAX SPACING 24' PER NOTES ON SITE PLAN 6'-0" 10'-0" 2" MAX VERIFY WITH SITE PLAN 2" MAX 1. TO BE PLACED AT ALL ENTRANCE GATES TO THE SITE 2. SIGN BACKING TO BE REFLECTIVE SHEETING, ASTM TYPE I REFLECTIVE SHEETING ALSO KNOWN AS ENGINEER GRADE SCOTCHLITE OR BETTER 3. MINIMUM TEXT HEIGHT TO BE 1" PHONE FACILITY OPERATOR ACCESS ONLY PRIVATE AND EMERGENCY CONTACT INFORMATION NOTES: 18" MIN 12" MIN 1" MIN BARBED WIRE FABRIC TIE WIRE AND TENSION WIRE TERMINAL POST (PULL, END OR CORNER POST) TERMINAL POST LINE POST GATE POST BRACE RAIL DIAGONAL ROD TIE WIRE AND TENSION WIRE BRACE RAIL DUCKBILL GATE HOLDER BRACE RAIL DIAGONAL ROD WELDED GATE FRAME KNOX BOX STRETCHER BAR GATE SIGNAGE SEE DETAIL 2 TERMINAL POST FOUNDATION LINE POST FOUNDATION GATE POST FOUNDATION BARBED WIRE GATE POST DUCKBILL GATE HOLDER DIAGONAL ROD BRACE RAIL WELDED GATE FRAME GATE POST GATE POST FOUNDATION 7'-0" 1 3 CHAIN-LINK FENCE DETAIL 4 NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 4. 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. 5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER DT. FRONT ELEVATION SLAT END VIEW TYPICAL SLATTED VINYL PRIVACY FENCE DETAIL 5 GENERAL NOTES 1. STATE AND LOCAL STANDARDS AND SPECIFICATIONS PERTAINING TO A SPECIFIC SITE TAKE PRECEDENCE OVER THIS DRAWING. 2. SITE CONDITIONS SHALL MEET THE MINIMUM CRITERIA SPECIFIED IN THIS DRAWING. CONTRACTOR SHALL NOTIFY ENGINEER IF THERE ARE DISCREPANCIES WITH EXISTING SITE CONDITIONS. 3. INSTALL FENCING PER ASTM F-567. 4. INSTALL SWING GATES PER ASTM F-900. 5. POST & GATE PIPE SIZES ARE INDUSTRY STANDARDS. ALL GATE FRAMES SHALL BE WELDED. ALL WELDING SHALL BE COATED WITH (2) COATS OF X-O RUST PROFESSIONAL ALUMINUM PAINT. 6. ALL PIPE AND FENCE HARDWARE SHALL BE GALVANIZED ACCORDING TO THE APPLICABLE ASTM STANDARD. 7. ALL OPEN POSTS SHALL HAVE END-CAPS. 8. INTERMEDIATE POST ASSEMBLIES SHALL BE SPACED AT 500' INTERVALS OR MIDWAY BETWEEN PULL POSTS WHEN THE DISTANCE BETWEEN SUCH POSTS IS LESS THAN 1,000' AND MORE THAN 500'. 9. THE POSTS AND HARDWARE OUTLINED IN THIS DRAWING ARE A MINIMUM SIZE FOR NON-SLATTED FENCE. LARGER OR HEAVIER POSTS AND HARDWARE SIZES MAY BE USED UPON APPROVAL. SLAT USED FOR VISUAL SCREENING MUST BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 10. USE GALVANIZED HOG-RING WIRE TO MOUNT ALL SIGNS. 11. ALL SIGNS MUST BE MOUNTED ON INSIDE OF FENCE FABRIC. 12. MUSHROOM ANCHOR & PLUNGER REQUIRED FOR GATE. 13. GENERAL CONTRACTOR RESPONSIBLE FOR GATE LOCK. 14. THE KNOX BOX SHALL BE LOCATED AT OR NEAR THE RECOGNIZED PUBLIC ENTRANCE TO THE PROPERTY. 15. IN NO CASE SHALL THE KNOX BOX BE LOCATED AT A HEIGHT OF LESS THAN FOUR (4) FEET FROM THE GROUND OR MORE THAN SIX (6) FEET FROM THE GROUND; ALL OTHER LOCATIONS FOR THE KNOX BOX SHALL BE APPROVED BY THE FIRE MARSHALL. 16. PROVIDE ACCESS KEYS TO THE FIRE MARSHALL TO BE SECURED INTO THE KNOX BOX. A SEPARATE KEY SHALL BE PROVIDED TO THE POLICE CHIEF, AND A SEPARATE SUB-MASTERED KEY SHALL BE PROVIDED TO THE CHIEF OF POLICE, AND A SEPARATE KEY TO THE DIRECTOR OF THE EMERGENCY MEDICAL SERVICES. 17. PERIMETER FENCING SHALL FOLLOW TYPICAL FENCING DETAILS 1 AND 4 FOR ALL SIDES OF THE PROPERTY EXCEPT FRONTAGE AND EAST SIDE. FENCING ALONG EAST AND FRONTAGE SHALL BE 7' CHAIN-LINK FENCE WITH SLATS AS SEEN IN DETAIL 5. GENERAL NOTES 6 C3.0 FENCE AND SIGN DETAILS YELLOW BELL SOLAR © SIDE ELEVATION NTS 04 AGGREGATE ACCESS ROAD SECTION ACCESS ROAD - CROWNED ACCESS ROAD - CROSS SLOPE CUT-OVER-FILL SLOPE 01 HAMMERHEAD TURNAROUND 02 TYPICAL SIDE ELEVATION 06 TYPICAL ACCESS ROAD CROSS-SECTION 03 TYPICAL ROAD GEOMETRY 05 TYPICAL CONSTRUCTION ENTRANCE DETAIL A A NOTES: 1. CONSTRUCTION EXIT PAD SHALL BE CONSTRUCTED OF 3" TO 6" WASHED, WELL-GRADED GRAVEL OR CRUSHED ROCK. MATERIAL SHALL BE PLACED TO A MINIMUM THICKNESS OF 12 INCHES. 2. LENGTH OF CONSTRUCTION EXIT PAD SHALL BE A MINIMUM OF 50 FT. WIDTH SHALL BE A MIN. OF 24 FT OR GREATER IF NECESSARY TO COVER ALL VEHICULAR INGRESS AND EGRESS. PROVIDE AMPLE TURNING RADII. 3. THE CONSTRUCTION EXIT PAD SHALL BE KEPT IN GOOD CONDITION BY OCCASIONAL TOP DRESSING WITH MATERIAL AS SPECIFIED IN NOTE 1. 4. ACCESSES SHALL BE INSPECTED WEEKLY DURING PERIODS OF HEAVY USAGE, MONTHLY DURING NORMAL USAGE, AND AFTER EACH RAINFALL, WITH MAINTENANCE PROVIDED AS NECESSARY. PERIODIC TOP DRESSING SHALL BE DONE AS NEEDED. 5. SPACING OF CONSTRUCTION ENTRANCES CONNECTING TO US HWY 80 SHALL BE A MINIMUM OF 1,050 FT AND A MAXIMUM OF 3,350 FT EXISTING GROUND CONSTRUCTION SITE ROADWAY SURFACE 50' MIN. 3" TO 6" WASHED WELL-GRADED GRAVEL OR CRUSHED ROCK SECTION A-A PLAN VIEW 12" MIN EXISTING SWALE TO BE PROTECTED IN PLACE EXISTING EOP RATTLE GRATE TRACKOUT CONTROL DIRECTION OF TRAVEL CLASS 2 ROAD BASE 3" TO 6" WASHED WELL-GRADED GRAVEL OR CRUSHED ROCK C3.1 INTERIOR ROAD & ENTRY ACCESS DETAILS YELLOW BELL SOLAR © C3.2 TYPICAL MEGAPACK DIMENSIONS MEGAPACK MASS BESS STORAGE DETAILS NORTH BESS PLAN VIEW, ELEVATION VIEW, AND LAYOUT (NOT A PART) YELLOW BELL SOLAR © 01 INVERTER & TRANSFORMER SKID ENLARGED GRADING DETAIL A HEREON INVERTER & TRANSFORMER SKID PLAN VIEW INVERTER & TRANSFORMER SKID SECTION "A" 02 TYPICAL LIGHTING FIXTURE DETAIL 03 C3.3 INVERTER AND LIGHTING DETAILS