HomeMy WebLinkAbout026-92 SP Windpointe at Waterstone Sec 1 Offsite Storm13 Str # 115
15 5-16 Str # 116 (Curb Inlet) �-
I
2 S Manhole / Str # 114 13
/ I / / / / ////// // / / / < (Curb Inlet) S-16
12
10
770
765
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BENCH MARK
TBM CUT U ON SOUTHWEST CORNER OF
116th STREET BRIDGE OVER COOL CREEK.
ELEV.-748.83
TBM BENT SPIKE ON CENTERLINE OF 116th
STREET AT THE NE CORNER OF THE
NW 1/4 OF SEC. 33 T-18N-R4E
E' EV. -786.14
'Tc - 771.50
Existing Grade
Tc - 765.0 j �� Tc - 765.06
768.20 (SE) -J 12"RCP \�
Inv - 768.20 (SW)
760
Inv - 762.42 N
i
Inv - 762.17 (S
755 Inv - 762.02 (N&S
i
I
I
750 M
� N
cv V i I
745
30'of 15"RCP (Class 3)
0 0.50 %'
740
/// / --- --.- --� //Q 121
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//( IL 122 '�1
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6 X
Str # 113 14
Beehive Inlet 19
5-16
123 S-16, /
/
124 125
GENERAL NOTES:
1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE /
TO THE PIPE INVERT. NOLU HOLEY SAYS, /
2. DOWNSTREAM STATIONING
STRUC URE FROM THE NEAREST tt DON'T
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY DIG /
TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE
CONSTRUCTION BEGINS. RUmn "
4. TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION TO CONFORM TO APPLICABLE
LOCAL AND STATE STANDARDS.
5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE
O.S.H.A. STANDARDS FOR WORKER SAFETY.
6. CONTRACTOR SHALL MINIMIZE DAMAGE TO
EXISTING TREES.
7. FOR LOCATION OF STRUCTURES SEE DEVELOPMENT PLAN.
1-800-382-5544
CALL TOLL FREE
1-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
STORM
SEWER PLAN
Tc - 751.00 ranular Backfill
_ Tc - 750.6
Tc - 750.60
-New Grade
U - /
Inv - 748.20 (N}�
Inv - 747.95 (S
I_ 170' of 12"RCP (Class 3) 0 3.40 % 192'of 15"RCP (Class 3) 0 7.20 %
735
Tc - 748.00
Inv - 747.42 (N&S
`Inv - 747.08 (N&S)
;Inv - 744.95 (N&S b
.s «i .; h
75'of 18"RCP Class 3)-
@ 0.45 0
133, of 18"RCP Class 3)
0 0.40 %
142'of 18"RCP (Class 3
i 0 1.50 %
Inv - 74.82 (N)
' I
5'of 18"RCP (Class 3) 0 0.50
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3
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N
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STORM SEWER
PROFILE
1-1
O
O
s p
SCALE:
O
O
a� +
:3L
:3
++
++
a0i
m
142'of 18"RCP (Class 3
i 0 1.50 %
Inv - 74.82 (N)
' I
5'of 18"RCP (Class 3) 0 0.50
Str
V�1
22-
SCALE: 1 "= 50'
Existing Grade
Tc - 757.00
----- - - - - -- 1
Granular Backfill t
Tc - 754.1
18"RC
Inv - 753.90 (NW) nv - 753.90 (SE)
Inv - 750.86 (NW
Inv - 750.36 (SE
Inv - 746.70 (E
30'of 24"RCP (Class 2)
0 0.40 %
145'of 18"RCP Class 3
0 2.10 %
-Tc - 754.10
�Tc - 754.60
1-11 ew Grade
.Inv - 750.34 (NW
nv - 750.24 (E)
\nv - 750.25 (W)
22'of 24"RCP (Class 2)
0 0.40 %
Inv - 746.00 (E
140'of 24"RCP (Class 2'
0 0.50 %
cdcd
U
N
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3
a)
N
O
0o
N
c
O
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0
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L O
O
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1
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0
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STORM SEWER
PROFILE
1-1
Str
V�1
22-
SCALE: 1 "= 50'
Existing Grade
Tc - 757.00
----- - - - - -- 1
Granular Backfill t
Tc - 754.1
18"RC
Inv - 753.90 (NW) nv - 753.90 (SE)
Inv - 750.86 (NW
Inv - 750.36 (SE
Inv - 746.70 (E
30'of 24"RCP (Class 2)
0 0.40 %
145'of 18"RCP Class 3
0 2.10 %
-Tc - 754.10
�Tc - 754.60
1-11 ew Grade
.Inv - 750.34 (NW
nv - 750.24 (E)
\nv - 750.25 (W)
22'of 24"RCP (Class 2)
0 0.40 %
Inv - 746.00 (E
140'of 24"RCP (Class 2'
0 0.50 %
cdcd
U
N
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N
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f,
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SCALE:
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770
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755 w
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745
Off)
740
OCO
735
SF