HomeMy WebLinkAbout22 C602 Storm Sewer Plan\ID SECTION 132
a W
O J
Z
II D
19.10
I—
W
o
0
O
II
m
CV
Z
0
0 0
E
GUARD
II
I
Z
.C.= 920.80
B INLET 136 w/P
56'616=
II U
CU z
W
CU
z
0 0
EXISTING GRADE
a,
Z
Z
0
0
CONC. Et
DESIGN
APPROVAL
15 6
8
Yes
18" to 21"
112 L.F. 0.30% 12» R.C.P.
Q
PROPOSED GRADE
EXISTING GRADE
15.78 16.12
Yes
CU
T.C.
STREET B
CCU
FULL DEPTH
GRANULAR BACKFILL
W
U
z
Z
U
-Sva /M
0.30%
12" R.C.P.
No
Yes
117 L.F.
0.20%
30" R.C.P.
191 L.F.
0.20%
30" R.C.P.
Yes
136 L.F. 0.20%
27" R.C.P.
54 L.F.
DESIGN
APPROVAL
—A.
1)
No
Yes
24" or
LARGER
15.59
15.89
0.30%
15.89 16.05
16.19
6.05
122 L.F. 0.45%
16.19
24" R.C,P.
16.74
15.00
15.21
L�
15.21
15.5•
27 R.C.P.
0
L.F.
INV 915.21 R.C.P. E.
INV .=915.21
0.45%
r4" R.C.P
12" R.C.P. E.
INV.= 916.19
'D INLET 133
a W
O J
Z
II D
19.10
1
I
VZi7 L TIOF
O L'6 l
m
CV
Z
0
0 0
E
GUARD
U U
_i
co
a
FULL DEPTH
PROPOSED GRADE GRANULAR
BACKFILL
T.C. =9
STREET F
1
INVVI
6
II U
CU z
W
CU
z
0 0
EXISTING GRADE
w/ TRASH
R.C.P. SW.
R.C.P. NW.
915.21
iiii
150 L.F. .0:28% 18" R.C.P.
DESIGN
APPROVAL
15 6
8
Yes
18" to 21"
112 L.F. 0.30% 12» R.C.P.
15.69
15.63
15.63
15.21
15.78 16.12
Yes
32 L.F
30 L.F.
24 "x36"
0.20%
18" R.C.P
0.30%
12" R.C.P.
No
Yes
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
LET 137 w /MH
a
I—
W
z
i m
0) c i
0) D
;URB INLET 139
55'OZ6 ='0'.
co
01—:
FULL DEPTH
GRANULAR
BACKFILL
II
U
PROPOSED
EXISTING
GRADE
GRADE
0
FULL DEPTH
r— GRANULAR
BACKFILL
8" R.C.P. S.
2" R.C.P. N.
VV.= 916.19
j 16.19
115 L.F. 0.45%
12" R.C.P.
16.71
16.80
16.71
30 L.F.
0.30%
12" R.C.P
18
N
N
19
APPROXIMATE LOCATION OF THE
STULTZ ALMOND LEGAL DRAIN EASEMENT
(75' ON BOTH SIDES OF THE FIELD TILE)
AS SCALED FROM COUNTY
SURVEYOR'S LEGAL DRAIN MAPS
(WILL BE CRUSHED OR ABANDONED
CROSS THE TRAILS HAYDEN RUN SITE PER
APPROVED METHODS BY THE CITY OF CARMEL ENGINEER)
20
N
N
21
N
T
i
22
23
24
920
910
920
910
SCALE: 1"=50' H OR.
1"=5' VERT.
SCALE: 1"= 50'
920
30"
30"
INV
910
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
SCALE:
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 —L2
ALL EXISTING OFF —SITE DRAIN TILES THAT ARE
ENCOUNTERED SHALL BE TIED INTO THE PROPOSED
STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW
1"=50' HOR.
1"=5' VERT.
%%0,0011 1111111
'�1STEA�c �F�
No
Z=
19358
STATE OF
ONAL EN
i �r rrnr� uN�
SCALE: 1"=50' HOR.
1"=5' VERT.
CURB INLET TABLE
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.
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