HomeMy WebLinkAbout026-92 SP Windpointe at Waterstone Sec 1 Sanitary Sewer.1im
775
770
765
760
755
750
745
9
WYE & UT. i
2+s- ,
1
LAT. 20' OUT 1
OF MANHOLE
1
10
Tc -774.
Inv - 768.50
W
0
z
x
c
FOR CONTINUATION
SEE SHEET S-10
24
1.
�1 1
1 Z r
1
25
� 1
7A
N�
i 26
� I
FOR CONTINUATION
SEE SHEET S-10
Tc -778.00
GENERAL NOTES: I 4 San. WH Na 5 HOLEY HOLEY SAYS,
1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE S-16 20 tt DON'T
TO THE PIPE INVERT. 10'
�T
2 ALL WYE LATERAL AND PROFILE STATIONS ARE WYE& LAT. � � ��� of MANHOLE DIGLE ;
FROM THE NEAREST DOWNSTREAM MANHOLE. (MH) 0+56'
3. WYES AND LATERALS TO BE 6" PIPE UNLESS / - - BLIND"
/
OTHERWISE SPECIFIED.
4. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM
OF FIVE FOOT LATERAL EXTENSION CONNECTED TO
THE WYE. THE END OF THE LATERAL SHALL BE
PLUGGED OR CAPPED.
5. LATERALS RUNNING TO THE OPPOSITE SIDE OF I \ 21
STREET SHALL EXTEND 5' PAST THE RIGHT OF - - - 1-800-382-6644
WAY LINE (PROPERTY LINE) 1
CALL TOLL FREE
6. IT SHALL BE THE CONTRACTORS RESPONSIBILITY 4 San. WH No. 6
TO REM VERIFY All UTILITY LOCATIONS BEFORE 1'800'428'6200
S-16
CONSTRUCTION BEGINS. \ / FOR CALLS OUTSIDE OF INDIANA
7 CONSUCTO FOR CONTINUATION
CONSTRUCTION TO TO APPLICABLE 1 8 �, FOR CONTINUATION
LOCAL AND STATE STANDARDS. SEE SHEET S-10 /
� ' � SEE SHEET S-9
8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE _
PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A.
STANDARDS FOR WORKER SAFETY. 1 5
9. CONTRACTOR SHALL MINIMIZE DAMAGE TO S-16 22
San. WH No. 4
EXISTING TREES. 4
Z 1
10. FOR STATIONS AND OFFSETS OF STRUCTURES SEE
SHEET S-3.
BENCH MARK 1 o
IBM CUT A ON SOUTHWEST CORNER OF / /
N
116th STREET BRIDGE OVER COOL CREEK. 6 GR1GK 12 7
ELEV.-748.83 1 / /� \ S-16 S-16
�
MM BENT SPIKE ON CENTERLINE OF 116th 23
STREET AT THE NE CORNER OF THE WYE & LA_
NW 1/4 OF SEC. 33 T-18N-R4E �� \ 1+48
ELEV.-786.14cp
..........
24
7 San. MH No. 7
S-16 (DROP MANHOLE) 7
FOR CONTINUATION
SEE SHEET S-10
SANITARY SEWER PLAN
Existing Grad -
New Grade, - _ � /-ExIsting Grade
ow Grade
6"PVC
Inv - 768.82 (S)
290'OF8"PVC 3�'.4�%
Inv - 767.20 (W}
-
8"F VC
;nv - 767.00 ("�)
8"PVC
Inv - 765.69 (S)
8"PVC
Inv - 751.11 (N),
Granular'
-Backfill
C)
INV- 750.12 (W)
188' OF 8" PVC
INV- 750.91 (F) -
__188'
- -- -
CN
Lit
O T-
V)
-N
SANITARY SEWER PROFILE
L`
'c - 764.10
Grarvilar
5"RCP
Inv - 756.35
Tc - 763.
/8"PVC /
'nv - 749.01 (SF) �(
INV- 750.02 (E) I NV- 749.20 (W)
- - ---- 95' OF 8" PVC `4 0.42% --
0
i
U
0
U
Tc - 765.20
Inv - 752.14 (S)
SCALE: 1"=50'
SCALE:- IIORL.`1'--50'
VERT.: 1"=5
785
775
770
765
NO(
755
750
745