02-509-194STA. 10+41(N)
12"x6" TEE (OFF.=6' RT)
6" G. V.
F.H. PER WS 4.5 (OFF.=14' RT)
S.P. #3
(SEE PROFILE BELOW)
REMOVE PLUG AND MAKE CONNECTION
"
MATCH LINE "A" - SEE SHEET7
Jill C/L n
III
Jill
III o� 16'
IF PROP. 12 DIP W.M. IS CONSTRUCTED
EX/ST. 18" STORY DRAINAGE PIPE
TO THIS POINT IF MAIN NOT INSTALLED II ! I I 1
EXISTING 6" SEWER
LATERAL (TYP)
PROP. 6" SEWER LATERAL
(SEE PLUMBING PLANS)
EXIS77NG 6" SEWER
LATERAL (TYP)
PROP. 6" SEWER LATERAL
(SEE PLUMBING PLANS)
PROP. 6" SEWER LATERAL
(SEE PLUMBING PLANS)
20 10 0 20 40
GRAP,HI C SCALE
PROP. 6" SEWER LATERAL
(SEE PLUMBING PLANS)
(MATERIAL NOT SHOWN)
' I I � V OPO ED AP TMENTS _ _
THE CONTRACTOR MUST INSTALL THE l l I I _ _ - �N°i
12" DIP W.M. BACK TO STA. 8+60R/W LINE I R W UNE L.J I X, _-L.A A__L_
PROP. 12" D.I.P. W.M. AND MAKE TIE—IN. /
EXIST. 12" DIP W.M. (BY OTHERS (STA. 10+15(N); OFF.= S .LT) // ' —
DW 9000-104) L ----------
//
A_ _
_---------------
_
------------------------ -------------------------- —
w
1 SD }— SD .-- SO 9— SD _�---- -= SD-------� SO � SD SD
-� �
"-CA Q,1 co PROP. 12" G.V.—/
-------------
E ST. 2" W.M. b ��
(MATERIAL NOT KNOWN)rr
STA. 10+15 (N)\\
/ 12"x12" TEE
R/W UNE (OFF.= 6' RT.)
(2) 12" G.V.'s
STA. 10+06(E)
STA. 9+97.5(N)
12"x12" TEE_
(OFF.= 3' RT)
(2)12" G.V.'s
12" PLUG
±132' LIMITS OF PAVEMENT RESTORATION IF REQUIRED
W
I
R/W LINE d. a W
4 R/W UNE W
.7 Je ❑TFn
d � , . v •... a - - .. - e *PVT
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M S. V V . 7�1 th STREET MAINTAIN 5' FROM WALL \ EXISTING 8" VCP MAINTAIN 5' FROM EXIST. M U)
OF INLET TO PIPE SANITARY SEWER MAIN i. M.H. AND TREE GRATE
--------- ---------- ----__— ---
10
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,�.
10
w w w M w w w w 484.86' (485.00' PLA =—------------------ ---
i� CIL ujz
W W t ry W W W W W W W w W W W W W W W W W W W W W H W W W
— — — — — — — — — — — — — — — — — — — — — — — — —
i� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ » _ _ _ _ _ _ _ _ _ _ _ — — — — — — — — — — — — — — — — — — — — — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — — — — — — — — — — — — — — — — — — — — — —
//� 11) 0 12"x8" EXISTING SANITARY SEWER 'b
REDUCER EXIST. 8 DIP W.M. }
EXIST. 8" DIP W.M. MANHOLE RIM EL. =11.26 M
w /.E.=7.19
°1 II 12" DIP W.M. EXIST. 8x2" REDUCER ADJUST MANHOLE TOCP Q
! II
Ill _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ AS NECESSARY
! II
_ III
t R/W UNE EXIS77NG
SI RYEWER EX/ST. 18" STORM DRAINAGE PIPE R/W LINE
MANHOLE RIM E 1
(MATERIAL NOT KNOWN) 15" STORM DRAINAGE PIPE EXIST. 18" STORM DRAINAGE PIPE
EXIST. 2" W.M. 1.E.=8.57\\—EXIST
(MATERIAL NOT KNOWN)
(MATERIAL NOT KNOWN) ADJUST MANHOLE TOP REMOVE PLUG AND (MATERIAL NOT KNOWN)
AS NECESSARY MAKE CONNECTION
(STA. 11+28; OFF.= 2.5' RT.)
S.P. #5
rr^^.
128' _ - 14' I 1_ 15' _1_ 111' 1 35'
14
R/W20, C/L R/W
1" COPPER DOUBLE WATER METER
i
(
14
1 6,
L L FIRE HYDRANT
14
i
SERVICE PER WS 4.16
L
12.36
�
L- ' l7
(n
0
N
FIRE HYDRANT, GATE VALVE &
r
- -- - ----------
PRIOW LE GRADE
---
------------------ ---- -- -- - -- --- -- ------
IN.P, #2
LJ I I
12
-- -- -
- ------ --- - - -- ---- - - - - - ---------
LEXISTING
D.I.P. PIPE
R.E.
11.84
12
10
MANHOLE
Ot E._ -L—
MANHOLE DESIGNATION
i
F_F_
I
12"x8" REDUCER
10
Z_
I.E.=7.010
0
N
6" I G.V.
4
Z
2
I
I
'
PRO. 12" D.I.P. W.M.
lil
F-
I
0
00
\
N
(L
REMOVE PLUG AND
0
M
N
W
0
N
0)
(BY OTHERS
DW -9000-104)
PROP. 12" G.V. 12" G.V.
1
I 7.75 G.V.
cci
MAKE CONNECTION
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8
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/-12"
I
7.75
SSPA#51+2
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EXIST.
12" DIP W.M.
REMOVE PLUG AND MAKE CONNECTION
12 x12" TEE
EXIST. 8" W.M.
M d)
IF PROP. 12" DIP W.M. IS CONSTRUCTED
TO THIS POINT. IF MAIN NOT INSTALLED,
THE CONTRACTOR MUST INSTALL THE J
f
(STA. 10+06)
!
PROP 12" DIP W.M.
EXIST. 8" PLUG
I
4
VJ
12" DIP W.M. BACK TO STA. 8+60
a
Jcn
4
AND MAKE TIE-IN.
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STA. 8+53 (E)�
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S.P. #4
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10+00
FILE: K:\Projects\01-xxx\01-2462\dwg\2462wsos.dwg
DATE: Sep 13, 2002 - 7:59am EST
[LAYOUT: SHT. 9 (70th St.)]
11+00
PROFILES
SCALE: H.=1 "=20'
V.=1 "=2'
FIRE HYDRANT PROFILE AT STA. 10+41
NOTE:
1. EXISTING SANITARY SEWER LATERALS THAT ARE NOT GOING TO BE USED
SHALL BE PLUGGED AT THE MAIN.
WATER & SEWER LEGEND
R/W20, C/L R/W
1" COPPER DOUBLE WATER METER
25,
I I
14
1 6,
L L FIRE HYDRANT
1" COPPER SINGLE WATER METER
i
SERVICE PER WS 4.16
L
12
�
L- ' l7
(n
0
N
FIRE HYDRANT, GATE VALVE &
r
- -- - ----------
- _
---
------------------ ---- -- -- - -- --- -- ------
IN.P, #2
LJ I I
_8" W.M.—
EXISTING OR FUTURE UTILITIES
®
D.I.P. PIPE
R.E.
PROP. 5' SIDEWALK
10
INVERT ELEVATION
MANHOLE
Ot E._ -L—
MANHOLE DESIGNATION
8
F_F_
6
I
12"x6" TEE 6"-90• BEND
in
I.E.=7.010
0
N
6" I G.V.
4
CLEAN OUT TO GRADE
2
I
I
'
FIRE HYDRANT PROFILE AT STA. 10+41
NOTE:
1. EXISTING SANITARY SEWER LATERALS THAT ARE NOT GOING TO BE USED
SHALL BE PLUGGED AT THE MAIN.
WATER & SEWER LEGEND
1" COPPER DOUBLE WATER METER
F-
SERVICE PER WS 4.16
1" COPPER SINGLE WATER METER
SERVICE PER WS 4.16
K a
LENGTH, SIZE & TYPE OF WATER MAIN
Z
(n
0
N
FIRE HYDRANT, GATE VALVE &
r
er
�
TEE ASSEMBLY PER WS 4.5
—-
PROPOSED GATE VALVE
IN.P, #2
BACTERIOLOGICAL SAMPLING POINT
_8" W.M.—
EXISTING OR FUTURE UTILITIES
®
D.I.P. PIPE
R.E.
RIM ELEVATION
I.E.
INVERT ELEVATION
MANHOLE
Ot E._ -L—
MANHOLE DESIGNATION
I.E. _
• r�
25 L.F. 8"
s. ® 0.427.
LENGTH & SLOPE OF PIPE
in
6" PVC SINGLE SEWER LATERAL
0
N
PER WS SS 1.0 AND SS 2.0
C.O.T.G.�
CLEAN OUT TO GRADE
WATER PERM T SEWER PERMIT
OW 2002 - 18 g
APPROVED APPROVED
S REV SEU
I3v: iJa r� 67/
DATE:
2/28/02
SCALE:
1 "=20'
DESIGNED BY:
W.M.F.
DRAWN BY:
J.P.W.
JOB NUMBER
01-2462
SHEET No.
9
SEAL
SEP 13 2002
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DATE:
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SCALE:
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DESIGNED BY:
W.M.F.
DRAWN BY:
J.P.W.
JOB NUMBER
01-2462
SHEET No.
9
SEAL
SEP 13 2002
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DATE:
2/28/02
SCALE:
1 "=20'
DESIGNED BY:
W.M.F.
DRAWN BY:
J.P.W.
JOB NUMBER
01-2462
SHEET No.
9
SEAL
SEP 13 2002