HomeMy WebLinkAboutpg 4SYM.
24" CAST IRON RING
AND COVER (TYP.)
TOP OF CURB
ELEVATION (TYP.)
12" MIN.
OF
FRAME AND
(TYp.)
EXPOSED EDGES
BACKFILL TO TOP
GRATE W/HOOD
CURB, GRADE SMOOTH,
STORM SEWER
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CORNER SUPPORTS (TYP.)
SEED AND MULCH
RIM ELEV. CALLOUT
6' HIGH OPENINGS
(EDGE OF PAVEMENT)
ON ALL SIDES (TYP.)
GRADE
PAVEMENT
THROAT
7JCHAMPFER
--
—
ELEVATION
6" THICK PRECAST CONCRETE
—
TOP WITH STEEL REINFORCING
I I -
6x6. W2.1 xW2.1 WWF
ALL STEPS IN MANHOLES ARE
—i s
Ij:-
ALL STEPS IN MANHOLES ARE
COPOLYMER POLYPROPYLENE
PLASTIC, REINFORCED WITH 1/2"
-i
WIDTH VARIES
COPOLYMER POLYPROPYLENE
VAIRES WIDTH
GRADE 60 REINFORCEMENT
r
N
PLASTIC, REINFORCED WITH 1/2"
MANHOLE STEPS ® 16" O.C. IF
cn g
GRADE 60 REINFORCEMENT
V) g
DEPTH IS MORE THAN 3'-0"
E a
STORM
MANHOLE STEPS 16" O.C. IF
a
8" SOLID CONCRETE BRICK
Q w
DRAIN
LINE
DEPTH IS MORE THAN 3'-0"
a
> w
OR PRECAST CONCRETE BOX
> bi
4" OR 8" SOLID CONCRETE BRICK
STORM
OR PRECAST CONCRETE BOX
DRAIN LINE
STORM DRAIN LINE
I
I
t
#4 REBAR @
'-
12" O.C.E.W.
STORM DRAIN LINE-/
'
3000PSI CONRETE
FOUNDATION
\
��
COMPACTED
30DOPS1 CONCRETE
SUBGRADE
#4 REBAR @FOUNDATION
12" O.C.E.W.
COMPACTED
SUBGRADE
NOTE: NCDOT STD. #840.01 #840.02 MASONRY
OR CONCRETE INLET BOXES.
CURB INLET DETAIL
NOT TO SCALE
SECTION
movalffi
NOTE:
NCDOT STD #840.03C WITH TYPE "E,
F AND G" GRATES AS APPROPRIATE
24"x36" FRAME AND
GRATE WITH HOOD DETAIL
NOT TO SCALE
ouble
*E ngineering, PLLC
110 Commerce Ave. -Southern Pines, NC 28387 •(910) 684-8126 -Cert. No. P-1275
JUNCTION BOX DETAIL
NOT TO SCALE
1 " PICK HOLES
(2 MIN.)
-- COVER
0
sW
— — 23 1 /2'
22"
I 25„
33 1 4"
5m,
RING SUPPORTS (TYP.)
FLANGE
24" CAST IRON
RING AND COVER DETAIL
NOT TO SCALE
MANNA CHURCH
ANDERSON CREEK CLUB
COMMERCIAL LOT #4
GINEF;r `G��r
4%�}2 - e -15
6" THICK ABC BASE COURSE
(100% COMPACTED)
2 1/2" S -9.5B
LIGHT DUTY
ASPHALT PAVEMENT SECTION
NOT TO SCALE
ALL WORK AND MATERIALS SHALL
COMPLY WITH NCDOT SECTION 846
24" CONCRETE
CURB AND GUTTER DETAIL
NOT TO SCALE
ROADWAY AND STORM
DRAINAGE DETAILS
PRELIMINARY - FOR REVIEW ONLY
NOV/2015
DATE
D-1
SHEET N0.