HomeMy WebLinkAboutC600 Storm Plan & ProfilesYARD INLET 15
IJ
O
O
0
r�i z
�I PROPOSED GRADE
6
STA.1 +10
T. C. 915.
DBL. CURB
STA.1 +51
T.C.= 914.60
WINDY KNOLL
DBL. CUF]
I-
J
ct Z
o
Q �Q
FULL DEPTH Q
GRANULAR BACKFILL
O I-
O O J
zc0�
r
°j EXISTING GRADE o
l
c i
0
0
C�1 0 Z
W
u I i-
w
c(.m—: z
0
U
69 +L'V ±S
162 L.F. 0.60% 12" R.C.P.
•1 s.
25 L. F. 0.30% 15" R.C.P.
41 L. F.<
Yes
41
LF.:.:
159 L.F. 0.30% 21" R.C.P.
GRANULAR BACKFILL
242 L.F. 0.97% 15" R.C.P
207 L.F. 0.30% 27" R.C.P.
Yes
212 L.F. 0.30%
27" R.C.P.
911.86 11.48
0.30%
911.24
0.30%
ilii
1.7 Awe
8" SDR -35 P.V.C.
INV.= 909.20
91012
y09.50
21" to 27"
15" R.C.P.—
18" R.C.P.
cjj
No
Yes
12" to 24"
6" WATER
DESIGN
APPROVAL
YARD INLET
[Y
0
a.) PROPOSED GRADE
II
U
CV
U
J Q
ov)
ANGLE AND
QUALITY OF PIPES
WILL REQUIRE
SPECIAL DESIGN
DBL. CUF]
0
O) w
II
Q cv w
cn EXISTING GRADE cc
L +t*vis
12" to 18"
z
o
162 L.F. 0.60% 12" R.C.P.
•1 s.
No
3
0.60%
i
CONCRETE
CRADLE
Yes
12" to 21"
FULL DEPTH
DESIGN
APPROVAL
GRANULAR BACKFILL
242 L.F. 0.97% 15" R.C.P
Yes
Yes
911.84
MH /BOX
6" WATER
1.7 Awe
8" SDR -35 P.V.C.
INV.= 909.20
PIPE
SIZE
STRUCTURES
LESS THAN 48"
FROM T/C TO
INVERT
STRUCTURES
GREATER THAN
48" FROM T/C
TO INVERT
ANGLE AND
QUALITY 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
24" or
LARGER
MH BOX
DESIGN
APPROVAL
Yes
Yes
Yes
i
I
i
920
910
920
910
N
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
CURB INLET TABLE
J SCALE:
z
O
m o
SPECIAL NOTES
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.
1"=50' HOR.
1 =5' VERT.
SCALE: 1"=50' HOR.
1"=5' VERT.
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
SCALE: 1 50'
/ij
��.•�`�j STOEPp,.
No.
19358
-o STATE OF
-61 9/0 N A 1 0 ,00'
11
oo
z
O
I-
U
W
U)
r
m
s m
m L
LiJ
UJ
O
J
0 II
I
Li
F-
JOB NO. 42480
0
Z
Z
W
0
>--r)
iz
0
<0
Li
0
Z
H
m
0
z
0
Z
U)
0'
w
U)
U-
Q
z
z
LU
U
SHEET NO.
C600
CONSULTING ENGINEERS
LAND SURVEYORS
REVISIONS
REVISED PER TAC COMMENTS
SECTION 144