NCC231593_Site Plan or Location Map_20230606

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PAD WIDTH(VARIES) / i
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4s JULY 6, 2022
125' FINISHED PAD ELEVATION J R/W R/W
ELEVATION F • (E) f11T 50' _ DRAWN BY:
5 11' 11'-6° 11'_6• 3' S• 3• s
(D) E (B) FINISHED FLOOR _HIGH 9' 2•_ sew S
S FINISHED FLOOR ELEVATION POINT `
50' n ELEVATION 9 (F) Ii1'P'I 12'-6" 12'-6" CHECKED BY: v
(E) 10' 2'-6" 1/4'/FT.— MIN.1/4"PER FOOT MIN.1/4 PER FOOT f1/4/FT >/XI1 CIS Q
I c 3I GARAGE ENTRY / II 2 REVISIONS:
GARAGE ENTRY m ELEVATIONIII ' - - - II-
I m (G) 1/4'/FT.� MIN.1/4�_PER FOOT MIN.1/4'PER FOOT f-1 4• Iv1AX 1 MAX 1 - o
ELEVATION _ - /I 4" THICK CONC.
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} x I H MAX I1 STD. 407 STD. #409 1 7/27/22 SW N
2 Q 0 CONC. 30" VALLEY
\ & I If GU ER STD. 407 a" THICK CONC. 2-LANE/ CURB & GUTTER 2 9/22/22 SW
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I -x— / PAVEMENT SCHEDULE NTS
, TBM/ 0BM A. I 1/2 BITUMINOUS CONCRETE SURF ACE COURSE,TYPE 59.SB TO NOTE: FOR STREETS WITH LESS
O BE PLACED IMMEDIATELY UPON FlNAL PREPARATION OF ABC STONE BASE. o
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40 BOG B. 8"COMPACTED AGGREGATE BASE COURSE,COMPACTED TO 100%OF NOTE FOR STREETS WITH THAN OR EQUAL TO 12
eoc �► MAXIMUM DENS,. MORE THAN OR EQUAL UNITS LAYOUT
�► ORK AND MATERIALS SHALL MEET N.C.D.OT.STANDARDS AND
SPECIFICABONS TO 13 UNITS.
SHEET NO.
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CL 0F640