NCC242676_Site Plan or Location Map_20240910

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0 CONSTRUCT ASPHALT PAVEMENT SECTION. SEE DETAIL A, SHEET C9. • . . \ I =1Pp1p=V E--- ' ''A EC' w 0 w
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000NSTRUCT CONCRETE SIDEWALK. WIDTH AS INDICATED. SEE DETAIL C, SHEET C9. LT_
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O CONSTRUCT CONCRETE CURB & GUTTER. SEE DETAIL B, SHEET C9. � � • , _ . . _ � I
0 PARKING LOT STRIPING, TYPICAL. SEE DETAIL D, SHEET C9.NM LLLL
t r O ACCESSIBLE SIGNAGE (TYPICAL). SEE DETAIL E, SHEET C9.
©ACCESS RAMP. SEE ARCHITECTURAL PLANS.
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0 GRASSED OVERFLOW PARKING AREA. SEE GRADING PLANS.
0 CONCRETE SLAB AMPHITHEATER. SEE ARCHITECTURAL PLANS.
PROVIDE 6" GRAVEL THICKNESS TO TRANSITION FROM NEW PARKING
- O NOTE:
LOT TO EXISTING BOAT RAMP APPROACH. SEE ENLARGED VIEWS FOR DIMENSIONS
10 6"THICK CONCRETE DUMPSTER PAD, #5 REBAR, 12"O.C. EACH WAY. C2
11 CONSTRUCT 6' WHITE VINYL FENCE AND GATE AROUND DUMPSTER AREA. 30 0 15 30 60
CONSTRUCT 5' WIDE CONCRETE SIDEWALK TO EXISTING STEPS. SEE DETAIL C, SHEET Co.
12 GRAPHIC SCALE:1"=30' 23029