20171164 Ver 1_Build Maps_20170911

T48" 5
S
B
WELEC36" 2S
48" 5 SBW
48" 5 S
B
W6
0
" WW
1
S
BW60" WW 1 SBW
DB 1163 PG 525
DB 1053 PG 054
DONALD RAY BELK, JR
INV=746.14’
S
OIL
36" CMP
BELK RD 18.3’ BST
WOODS
WOODS
BELK REAL ESTATE & HOLDINGS I, LLC
EXISTING R/W BY MAINTENANCE
45.00’GUY
GUY 020202020102EXIST.0340341510’10’10’10’010001020303034TYP
22’+40+418
:1
8
:1
8:1
8:1
15" RCP-IV
15"
0401
0402
0403
LIMITS OF EXCAVATION
TO SHOULDER (TYP)
CL II RIP RAP 5 SYFF
1 TON
CL B RIP RAP
(TYP)
TOP OF BANK
1
8
" R
C
P
GTD
SEE DETAIL A
RIP RAP AT EMBANKMENT
SEE DETAIL B
TOE PROTECTION
2
3
F
F
F
F
F
F
F
F
F
F
F
F
Cross Slope= 0.02 ft/ft
Rdwy. Grade= 0.038 ft/ft
Bypass= 0.0 ft
Spread= 2.9 ft
744.33 ftInv=I/hr= 4.00
Top= 748.33 ft0.90C=
Inlet 0402ac0.09DA=
Cross Slope= 0.015 ft/ft
Rdwy. Grade= 0.038 ft/ft
Bypass= 0.0 ft
Spread= 3.5 ft
745.51 ftInv=I/hr= 4.00
Top= 748.76 ft0.90C=
Inlet 0401ac0.05DA=
IMPERVIOUS DIKE
IMPERVIOUS DIKE
TEMP. IMPACT