HomeMy WebLinkAboutpg. 13 C600 Storm Sewer Plan & ProfileEND SECTION
ATCH BASIN
CURB INLET
STRUCTURES
GREATER THAN
48" FROM T/C
TO INVERT
CURB INLET
o Q o
�m
'Ch U i
ui- 6Q FULL DEPTH
GRANULAR Q
L5'206
)NO2
/M
24 "x24"
DESIGN
APPROVAL
BACKFILL
PROPOSED GRADE
='O'1
Yes
r"'"
30 "x30"
EXISTING GRADE
IFICE PLATE
E DETAIL
No
Yes
a
0
05.79
182 L.F. I
1 I
12" RC.P.
I
i
EX. 21" R.0
6.00 Q
8
41 L.F.
Yes
Yes
0.30% 39
12" R.C.P. 0.30%
12"
L.F.
R.C.P.
HY DRAUL IC GRADE LINE 0359
174 L.F.
I
E INV. =90,
EX. 24" R.0
S. INV. =90:
No
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"
24"x36
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 LA" RG
LARGER
L AE
MH /BOX
DESIGN
APPROVAL
Yes
Yes
Yes
■RD INLET
0 I—
O w
N J
z
II m
0!
U D
URB INLET
C.= 912.50
:ATCH BAS
JD SECTIO
F: 0
PROPOSED GRADE FULL DEPTH
GRANULAR
BACKFILL
(STING GRADE
143 L.F. 0.65%
09.45
08..52
O
8.
52
r:
F
HYDRAULIC GRADE LINE
30 L.F.
8z1 l' 4
0.65%
1S' 0s >a
15"
R.C.117^'
p
920
910
w
z
CO
U
1
106
0
II
0.40%
12" R.C.P.
107
12" R.C.P.
FRONT VIEW
ORIFICE PLATE DETAIL
NO -SCALE
STR. NO. 173
T
11.03 10.88 0.88
38 L.F.
FULL DEPTH
GRANULAR
BACKFILL
&10041__Aioni
299 L.F.
8" ORIFICE PLATE
TO EXTEND TO INSIDE
DIAMETER OF BELL —END.
HYDRAULIC GRADE LINE
NOTE:
ORIFICE PLATE TO BE INSTALLED
IN THE BELL END OF THE CONCRETE
END SECTION AND EPDXY IN PLACE
PRIOR TO CONNECTING TO SPIGET
END OF LAST JOINT OF PIPE.
0.61%
I
TOP VIEW
SIDE VIEW
EXISTING GRADE
12" R.C.F.
SCALE: 1"=50' H OR.
1"=5' VERT.
PROPOSED GRADE
18" R.C.P.
08.61
30 L.F.
0.30%
1" R.C.P
FULL DEPTH
GRANULAR
NOTE: THERE SHALL BE A 12" MIN. COVER
FROM TOP OF PIPE TO BOTTOM OF PAVE
ON ALL STREET PIPE CROSSINGS.
v1ENT
140
920
910
117
920
910
co
LAKE #6
N.P.= 906.00
2 YEAR ELEV. 907.60
10 YEAR ELEV. 909.22
100 YEAR ELEV. 911.25
BOTTOM ELEV.= 898.0 AKE #6
C. A. #25
ALL STORM SEWER CASTINGS SHALL BE LABELED
"DUMP NO WASTE- DRAINS TO WATERWAY"
NOTE:
CONSTRUCTION TOLERANCE FOR YARD INLETS
WILL BE +0.0' TO -0.20'
909
90 7 908
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 -L2
UNLESS A DOUBLE INLET CASTING IS SPECIFIED. IN THIS
CASE A NEENAH R- 3501 -TR &TL ARE TO BE USED.
ALL EXISTING OFF -SITE DRAIN TILES THAT ARE
ENCOUNTERED SHALL BE TIED INTO THE PROPOSED
STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW
U
0
U
EXISTING GRADE
SCALE: r=50' HOR.
1 =5' VERT.
SCALE: 1"=50' HOR.
1 =5' VERT.
FULL DEPTH
GRANULAR
BACKFILL
HYDRAULIC GRADE LINE
68.
z
(1- 0
m J
z
2
0 m
N
rn
II
2
0
0
CC
w
o t o
J J
-I
U7
z
30 L.
0.50%
2" R.C.P.
0
co
PROPOSED GRADE
920
910
8" 0
S
900
N)
.VI
N
z
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
EX.
160
CURB INLET TABLE
SCALE: 1"=50' H OR.
1"=5' VERT.
SCALE: 1"= 50'
`tt %t%u 11 1I 111/,,�
No. z
19358
-o STATE OF
ASS ••N
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.
.P.
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SHEET NO.
JOB No. 41760S4
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C600
S:\4176054\dwg\C600-Storm Plan Profile.dwg, Layout1, 8/26/2004 1:27:00 PM, Noy, 1:1
CONSULTING ENGINEERS LAND SURVEYORS
TWIN LAKES DRIVE
FOUR SEASONS WAY
REVISED PER TAC COMMENTS
END SECTION
REVISIONS