HomeMy WebLinkAboutC601 Storm Plan & ProfilesCONCRETE END
01/4-'
��H
0
0
Q
ii
P GRADE
-N
0�
T.C.
WINDY KN
STA.5 +4S
N II 0.11
(pH:
0
EXISTING GRADE Li
W
L�
Cr
0
z
o
L L +L'VIS
Z
0
0
FULL DEPTH
FULL DEPTH
90 L.F.
157 L.F. 0.30% 15" R.C.P.
36
L.F.
GRANULAR BACKFILL
127 L.F. 0.30% 21" R.C.P.
300 L.F.
0.29% 24" R.C.P.
0.19%
91O.i1.o
Ir 0.30%
911.73
910.777
0
s11.o�9i
T18" R.C.P...
1i.4
12" R.C.P.
I
%1;.14
R.C.P.
910.47 S
EX. 12" WATER V
TOP= 907.5±
t5.BL
18" R.C.P"
0 8" SDR -35 P.V.C.
INV.= 906.55
No
00 21" R.C.P.
INV. 910.47 E
0
0
12" to 24"
CONCRETE END
1—
0 0
O Cpl
EXISTING GRADE _j <:e
o col—
DBL. CURB H
N• o
LLI
F LLI
N II PROPOSED GRADE H
Q Lj W
H O
(n P- o
STA.5 +4S
H
0 U)
Z
0
0
GRANULAR BACKFILL
I 150 L.F. 0.20% 21" R.C.P
FULL DEPTH
32
31
L.F.
149 L.F. 0.20% 15" R.C.P.
251 L.F. 0.20% 18" R.C.P.
DESIGN
APPROVAL
GRANULAR BACKFILL
266 L.F. 0.20% 18" R.C.P.
0.19%
91O.i1.o
R.C.P.
910.37 NW
910.777
MH /BOX
0.19%
wait)
Yes
R.C.P.
910.47 S
EX. 12" WATER V
TOP= 907.5±
t5.BL
18" R.C.P"
0 8" SDR -35 P.V.C.
INV.= 906.55
G i V) `r
L11
QU
V) I-: EXISTING GRADE
FULL DEPTH
co t
ix Q
c.)
T.C.
OLIVER LAIN
STEPS
REQUIRED
MII
Q (-5
w 1-
011
iQ
PROPOSED GRADE
0
O'
o H Q
=•O'1
I'V'S
I
GRANULAR BACKFILL
I 150 L.F. 0.20% 21" R.C.P
:r.
32
L.F.
imar
a1
149 L.F. 0.20% 15" R.C.P.
186 L.F. 0.20% 12" R.C.P.
DESIGN
APPROVAL
No
0.19%
91O.i1.o
R.C.P.
910.37 NW
910.777
MH /BOX
8" SDR -35 P.V.C.
0 INV.= 904.10
18" R.C.
Yes
Yes
R.C.P.
910.47 S
EX. 12" WATER
TOP 909.7±
PIPE
SIZE
STRUCTURES
LESS THAN 48"
FROM T/C TO
INVERT
STRUCTURES
GREATER THAN
48" FROM T/C
TO INVERT
ANGLE AND
QUAUTY OF PIPES
WILL REQUIRE
SPECIAL DESIGN
STEPS
REQUIRED
CURB
CASTING
*R -3501 N
CASTING
*3501 TL
TR
12" to 18"
24 "x24"
DESIGN
APPROVAL
No
Yes
Yes
12" to 21"
30 "x30"
DESIGN
APPROVAL
No
Yes
Yes
18" to 21"
MH /BOX
DESIGN
APPROVAL
Yes
Yes
Yes
21" to 27"
24x36
DESIGN
APPROVAL
No
No
Yes
12" to 24"
36 "x36"
DESIGN
APPROVAL
No
Yes
Yes
24" OR
LARGER
DESIGN
APPROVAL
DESIGN
APPROVAL
No
No
Yes
or 2A" RG
AE
LARGER
L
MH /BOX
DESIGN
APPROVAL
Yes
Yes
Yes
920
910
920
910
0 0
CD Et
Z�
o�
H
21"
INV.
12"
INV.
PIPES NO LARGER THAN 18" CAN BE USED IN THE 2' SIDE OF THIS BOX
INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE
C\10
moo,
Q
Z
o
I- I
U U1
UJ
co
Lc)
H O
LI in
Ln
Z
CURB INLET TABLE
I- 0
J
Z��
SPECIAL NOTE
STRUCTURES DEEPER THAN 48" FROM T/C TO INVERT WILL BE A
M.H. OR A BOX WITH STEPS UNLESS SPECIAL DESIGN IS APPROVED.
SPECIAL NOTE
STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES
SPECIAL NOTE
COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER
STRUCTURE IS SET, TO IMPROVE ACCESS.
SCALE: 1"=50' HOR.
1"=5' VERT.
SCALE:
1"=50' HOR.
1 =5' VERT.
H
1.I
SCALE: 1 =50' HOR. o
1 =5' VERT. 2 1 °L6
NOTE:
CONSTRUCTION TOLERANCE FOR YARD INLETS
WILL BE +0.0' TO —0.20'
NOTE:
"EXCEPT FOR FORCE MAINS, CONTRACTOR TO
INSTALL CONCRETE CRADLES WHEN THE VERTICAL
SEPARATION (AS MEASURED FROM THE EXTERIOR
OF THE PIPES) BETWEEN SANITARY SEWER FACILITIES
AND STORM SEWERS IS 18" OR LESS."
ALL MANHOLES TO BE CONSTRUCTED WITH ONE
4" RISER RING TO ESTABLISH PLAN CASTING GRADE.
ALL CURB INLET CASTINGS TO BE NEENAH R- 3501 —N
EXCEPT FOR DOUBLE INLETS, THEY WILL BE NEENAH R- 3501 —TR,TL
ALL EXISTING OFF —SITE DRAIN TILES THAT ARE
ENCOUNTERED SHALL BE TIED INTO THE PROPOSED
STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW
CD
H O
Li 0
J O
Z
920
910
_„'I I I I I I IIII,
5TO EPp
Tl No. Z
19358
-o STATE OF j Q
SCALE: 1" 50'
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SOB NO. 42480
SA42480s3\dwg\C601-Storm Plan Profile.dwg, Layout1, 6/1/2004 12:25:31 PM, Noy, 1:1
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