HomeMy WebLinkAboutC600 Storm Sewer Plan & ProfileF=
CURB INLET 1
M LA J
zCD
"PC
N o�
Q ii �Q
U Q�U
cn F--
z0
+rn
II 0�
QI
cn
J 0
z=+
+rn z0
1I m Q�
U
D 1
cn 1- U S (f)
T.C.= 919.43
STREET D
U
J
m
o
0
J
0
(1) Z
II Q
I U
(n 1
9 +Z L "V ±S
Z
OCR
WU p
X0<
U
O Z
U W
LLI
Z
m
o m
U
F
(n
zo o
oh
QQCj
z�'
+rn cDQ
II
PROPOSED GRADE
(f)
FULL DEPTH
GRANULAR BACKFILL
108 L.F. 0.70% 12" R
1
8" SDR -35 P.V.C.
INV. 906.30 0
EXISTING GRADE
PROPOSED GRADE
j
0.72% 15" R.C.P.
z 912.27
•PROPOSED WATER
it
FULL DEPTH
FULL DEPTH
FI
GRANULAR BACKFILL
369 L.F.
0.74%
GRANULAR BACKFILL
GRANULAR
li
130 L.F. 0.79%
67
12" R.C.P.
9
223 L.F. 0.30% 36" R.C.P.
30 L.F.
210 L.F. 0.30% 36" R.C.P.
245 L.F. 0.30% 33" R.C.P.
0.30% 15" R.C.P.
381 L.F.
37 L F."
142 L.F. 0.30% 12" R.C.P.
II
30
12"
OSED
8 L.F. S
912.81
91
12" R.C.F
INV. =912
30
1 00%
—vial
12„
POSED
0.30%
A 912.27
R.C.P.
.38
co
()PROPOSED
z
WATER
0.30%
12" R.C.
15" R.C.P. W
j 15
1 2 R.C.P. W INV.= 912.27
910.39
18 R.C.P. E
INV.= 911.13
8" SDR -35 P.V.C.
INV.= 905.26 U
V
TER
8" SDR -35 P.V.C.
1 INV.= 902.86
I R.C.P. N
N V.= 911.13
09 40
0 0
z
°PROPOSED
36 R.C.F.
WATER
21 R.C.P. W
INV. 909.76
8" SDR -35 P.V.C.
0 INV. 900.59
J
Z
CO 0
XQV w
Ucnn
J orn
z
m orn
CL
C.)0
vl eino
+o
11
w
ot- zp�pd7
CD
PROPOSED GRADE D Q
Z O O S
o�
Q1-v
+rn
II
U
J
m
o
0
9
Loin
+`(-3-,
`r) 11
~v
cn�
zo o
oh
QQCj
z�'
+rn cDQ
II
PROPOSED GRADE
(f)
FULL DEPTH
GRANULAR BACKFILL
108 L.F. 0.70% 12" R
1
8" SDR -35 P.V.C.
INV. 906.30 0
M
'co
0.72% 15" R.C.P.
z 912.27
•PROPOSED WATER
36
1.0
L.F..
z
FULL DEPTH
FI
GRANULAR BACKFILL
369 L.F.
0.74%
EXISTING GRADE
li
130 L.F. 0.79%
67
12" R.C.P.
9
1.64
18
FULL DEPTH
GRANULAR BACKFILL
138 L.F. 0.30%
911.
18" R.C.P.
it
FULL DEPTH
GRANULAR BACKFILL
P
C
2.
�3S L••
co
33" R.C.P. S
z
PRO
II
30
12"
OSED
L.F. LF
g II
R.C.
W
-y 12,
TER
5 L
1 01 9
R 15
PR
30
1 00%
—vial
12„
POSED
LF
W
TER
R.C.P.
PROPOSED W
TER
8" SDR -35 P.V.C.
1 INV.= 902.86
I R.C.P. N
N V.= 911.13
YARD INLE
Q
N
m
0 F Q
Q o oU)
cn1=
vl eino
+o
11
w
ot- zp�pd7
CD
PROPOSED GRADE D Q
N
c`! I I
c_,
9
EXISTING GRADE 1
I
FULL DEPTH
GRANULAR BACKFILL
108 L.F. 0.70% 12" R
1
8" SDR -35 P.V.C.
INV. 906.30 0
M
'co
0.72% 15" R.C.P.
z 912.27
•PROPOSED WATER
1 18" R.C.P. N
INV.= 912.27
0.70%
2" R.C.P.
920
910
920
910
LC)
V)
CD
N)
45
44
14
29
J
STREET A
1
1—
W
w
J
0
z
4.Cf
40
N
13
30
43
m
0
0
u)
12
31
42
0)
N
11
32
41
WINININS
V)
SCALE: 1"=50' HOR.
1"=5' VERT.
10
STREET A
0
N)
w
J
z
33
40
L-
P
9
34
39
SCALE: 1"=50' HOR.
1 =5' VERT.
rn
rn
73
8
35
38
03
(.0
u)
920
910
0
920
910
03
1- 0
J CO N
SCALE:
rn
1- 0
J00„
NOTE:
CONSTRUCTION TOLERANCE FOR YARD INLETS
WILL BE +0.0' TO —0.02'
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.
920
910
1"=50' HOR.
1"=5' VERT.
UB
0.30%
.81 NW
0
W
J
0
z
SCALE: 1"= 50'
S
920
910
C0
co
w
0
ct
ck3
z
W
W
ct
O
(n
m LL
W
w
Lai
0
u J
II
SHEET NO.
JOB No.47175S1
m
IcL
w
1-
Q
0
Lc)
rr)
X
L
z
0
Z
w
LL
z
0
z
C600
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