C303 Entrance P&P

I500 50 10 150va" 200
I/
p�INV. = 610.89 EXIST. 12" RCP /
" (BURIED) /BOTH ENDS BURIED /
7 EXIST. 18 RCP
INV. = 610.49 � }
f f, (BURIED) � INV. = 610.189
12' MIN
10' ABC STONE
TYPICAL NTRAN . ROAD SECTION
NIS
(TO BE HEAVY DUTY PAVEMENT
FROM CLARK RD. TO STA 18+94)
6' 30, 6' 6'
1.5" S 9.5 B
ASPHALT
�\ \\, `\I
6C
s \ RETAINING
\ \ \ u WALL
"a 24'x10'-4" AREA\
`BRIDGE CULVERT
_ 1!0 A
TOP OF BANK
o �
FFE 606.00
KI ` ER BASIN #6,
.D.O. #6
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�v.
�r
C STONE. ,
S.D.O. __
_
p�q
HIED STONE TO BE USED
FOR THE RETAINING WALL &
CROSS
_ WALK FES 13 SKIMMER BASIN #4/
s v a32.6e INV.=624.48 S.D_ # I
633.461\
633. 1 48.03 LF I ` ` ,\.bi
633.90 633.06 OF 15" RCP
GRAVE=630 �25 f~ ` ` '_ I DI\ 2
GRATE=629.20
1 % SKIMMER �
BASIN #17 �. • NV.627.00
S D 0
5' SIDEWALK WITH ADA
ACCESSIBLE RAMPS ` moo l
/ I 126 90 LF ADA SIGNS REQUIRED FOR I o
W INV 1225 LF (FACE AT E.P.
11
1
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SKIMMER BASIN #18/
SIGHT TRIANGLE Ads V# n, . :1
ROCK PIPE
INTLET
PROTECTION
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MER BASIN #8/ - r
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/ \ OF 15" RCP 1 ALL HANDICAP SPOTS \ \'' / SKIMMER BASIN #27/
S.D.O. #27 /
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670
650
.-•
630
C�3�7
610
.••
590
WZALOJ
570
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ONITORING WELL
STONE OUTLE T(TYP)
SKIMMER BASIN #26/
MONITORING nL \ ` / / �.✓ / / ` I ' t r S.D.O. #26
•
.. •
650
I
630
M
I
590
580
��r
50 0 50 too 150 200
l I I I I I
HORIZONTAL t" = 100'
VERTICAL 1" = 10'
ALAMANCE
AGGREGATES,
.1 Threatt, VP
4 1 . 1
2
3/31/20 NCDEMLR COMMENTS
1
1/20/20
ADDITIONAL STREAM INFO - ALAM. AGG.
& LAND QUALITY COMMENTS
NO:
DATE:
DESCRIPTION:
REVISIONS
PROJECT NUMBER:
2190335
DRAWN BY:
KEG/ATE/BWS
REVIEWED BY:
PAS
ISSUED FOR:
CONSTRUCTION
DATE:
4/9/20
►Ti,TAT 1101ML.AD
. 1 .' 1 t'
INWINLIV
'. • . '
DRAWING NUMBER:
—0+35+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 1 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+94.45
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