HomeMy WebLinkAbout026-92 SP Windpointe at Waterstone Sec 1 Offsite Sewer1760
1745
1740
4 SAN. MH f 2
S-16
115 114 113 112 111 119_M_CH UNE STORM SEWER
116 117► _
WYE k LAT. WYE k LAT.I I WYE k LAT. WYE k LAT.I I WYE k LAT. w�E k w"� k I FOR CONTINUATION SEE THIS SHEET /
1+08 1f.9Q- _...___. 2+70 - - .07 : '+9Y (
1 08 107 1
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----- --.._... .._... __._-.._.�_- {" N! FUTURE
I I STORM SEWER l _- I I WYE k LAT. WYE k LAT. \ 9
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, 0+83 7
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_-- STORM SEWER
-- PEeeaNTE PASS I�UNE�
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� - - - - - FUTURE _- �=- - - - = - -� - - - - - CR�K�L_CAY COURT ' For Continuation
+
STORM SEWER For Continuation UNE `?`
8 12 _ - - - �',' I- - - - -- --I - _- STOTN�EWICK - - -I - A _ _ I _- I - See Sheet S-10 � See Sheet S-10
4 SAN. MH 1 I S-16 S-16 ( I iil I 1 I SECTION ION # 1 I I ,
S-16 " ( I 1 I I I SAN. MH 3 4 /
1 1 �,�141 139 I 1'1-38 137 I 1136 135 134 S-16
142 140144 143- � ,---.- _-- WYE k uT. WYE k UT. ' I WYE k u 1 WYE s LA11 I wK k A4 _A rt k LAT._WYE k LAT. W1� k LAT.- - -
r'''-,-.,0+42 I 1+22 I I 2+04 I 2+62 I -3 1+1 I I 2+77 1 3+57
I I SAN. MH 4 4
� 1 I I f t s-,6
I I STORM'sm I ►�----1-----f-=---- ----- I----L-�---- I I
� 22 21
- -
- - - WYE k LA'. WYE k LAT.
-------- 2+90 2+77
79A
GENERAL NOTES:''- 18
1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE 6. IT SHALL BE THE CONTRACTORS RESPONSIBILITY S-16
10 TO THE PIPE INVERT. TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE
I CONSTRUCTION BEGINS.
II
1 I
I 1
I I
I 1
1 I
1 I
I 1
BENCH MARK
2. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM
THE NEAREST DOWNSTREAM MANHOLE MANHOLE. (MH) 7. TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION TO CONFORM TO APPLICABLE TBM CUT 0 ON SOUTHWEST CORNER OF
SAN. MH E-1 3. WYES AND LATERALS TO BE 6" PIPE UNLESS LOCAL AND STATE STANDARDS.
116th STREET BRIDGE OVER COOL CREEK.
(EXISTING) OTHERWISE SPECIFIED. - - - - -- ELEV.-748.83
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
STREET SHALL EXTEND AN MINIMUM OF 5' PAST
RIGHT OF WAY LINE (PROPERTY LINE)
TC -154.30 -------
/-TC-751.50
8" STUB (SW)
-
INV -744.08- _ A.
INV -743.16 (SE)INV-743.88 (E)J
INV -743.26 (W)
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_ _O
I I I
U U U
8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A.
STANDARDS FOR WORKER SAFETY.
9. CONTRACTOR SHALL MINIMIZE DAMAGE TO
EXISTING TREES.
10. FOR STATION AND OFFSETS OF STRUCTURES
SEE SHEET S-3
SANITARY SEWER PLAN
Existing Grade I TC -755.20
NewGrade -__--------- ---- --------------- - - -- -- -
V-743.98 (NE)
d
O
--- - -- -- 1 -
- t-- --
INV -745.54 (NE)
tiV-745.44 (SW)
108 107
MATCH UNE
� UN
FOR CONTINUATION SEE THIS SHEET
Existing Grade
New Grode
TC -755.60 -
----- - - - - -- - - - - - -
24' RCP
INV -750.29
Ln
0
8- STUB (NE)
INV -747.37
INV -747.47 (NW) '\, Brackfill
INV -747.27 (SW)
rp-CD
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137' OF 8" PVC 0 0.45% _ _ _ 325' OF 8" PVC 0 0.45% -- -
_ C
CD C>
v
ZIX O ZOO
CD I
NIS + V) C) 7
-- 384' CF 8" PVC 0 0.45% - - -- j 356 U 8" .'VC 4 111.427
D.
O O �; I,00
O O + +
+ + - -
Q A NI I TA QV C[-1AlF-Q ioQni I I F-
TBM BENT SPIKE ON CENTERLINE OF 116th
STREET AT THE NE CORNER OF THE
NW 1/4 OF SEC. 33 T-18N-R4E
ELEV. - 786.14
Hoer Moir sirs,
"DON'T
DIG
BLIND"
1-800-382-6644 0
CALL TOLL FREE 0
1-800-428-6200 W
FOR CALLS OUTSIDE OF INDIANA
TOPOGRAPHY BY
LOBO AERIAL SURVEYS
COLUMBUS, IN
DATED: 1/14/91
SCALE: 1 "= 50'
- 763.80
8' PVC (N)
INV -750.90
\-8" PVC (SW)
INV -749.01 (SE) INV -749.20
0
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Co
�C'AI F-HORIZ.: 1"= 50'
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