HomeMy WebLinkAbout026-92 SP Windpointe at Waterstone Sec 1 Storm Sewer.120 13 Str 103
1 Storm Manhole
16 19 ( , )
Str 136 13 Str # 132 r15
Curb Inlet S-17 ` S-16 --' - / �� ///� / 34 /
_(Cub ) Manhole 41
13 Str 137 1 (Manhole) HANp�E _ 10 Du&sE 19
S-17 (Curb Inlet)60S-16
p RN pIPE�1N
Str 106 K13 \ // / �/� / 10' DU&SE
42
(Beehive Inlet) /� / �� _
14 Str 105 \ �.
5-16 (Beehive Inlet) \,1'.1. - ---- - �//�Q / //// I ---COOL
/ C EEK
5' DU&SE 2C' DUdc$E� / lI
- L 13 S t r # 102
___1
"%i (Storm Manhole)
W A W r 10' DU&SE 19 \ ` _"`_---- - �✓19 ' _ ,�`\_�- _ - - Np0` 3
- 5
_ __` -
-16
18
14 Str 133 ---
1 5-16 (Beehive Inlet) / Str # 130
1 � 1 13 Str 131 � (Curb Inlet) -
00,
_ For Continuation
S-,7 (Cu n e /��
-O z / �' '< Sheet S -13 _,, ', 13 S t r 101
�, 1 ,, 22 See She - 1
1 �1' �• 1 i / �° /\ l _- f_ ----L _ _._._ - -i 13 Str # 10 4 , I S 16 (Headwall)
woo1 � ` � ' �►•� * � \ \ \ \ � � _..___.- - _ _._-----_ _.----_ (Curb Inlet)
I e t
1 �� •G \ \ --- 36
6 HOLEY YOL,EY SAY&
DON'T
40' BL DEQ
1 0 / \ \� 10' DU&SE \ \ J GENERAL NOTES:
BLIND"
BENCH MARK 1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE r
15' DUd6E \ \ PIPE INVERT, PERFORMED IN COMPLIANCE WITH APPLICABLE
TBM CUT ON SOUTHWEST CORNER OF 2. ALL STATIONING IS TAKEN FROM THE NEAREST O.S.H.A. STANDARDS FOR WORKER SAFETY. .
.♦ J�1
♦
DOWNSTREAM STRUCTURE.
116th STREET BRIDGE OVER COOL CREEK. 1 1 \ \ 14 Str 1 29 6. CONTRACTOR SHALL MINIMIZE DAMAGE TO `.4~ .--.
ELEV.-748.83 II EXISTING TREES. :'� U.
6 _
\ \ S-16 Beehive Inlet 3 TO F EADL VBERIFYEACLON�TRACYO OCATIONOSNBEBFORE 77. FOR LOCATION OF STRUCTURES SEE SHEET S-3 1-800-382-6644 ` `_
�1 1 \ \ Q r_
TBM BENT SPIKE ON CENTERLINE OF 116th 1 For Continuation CONSTRUCTION BEGINS. �:d a� : c-
CALL TOLL FREE � �_ ..�, o ; ?:
STREET AT THE NE CORNER OF'THE 1 \ \
NW 1/4 OF SEC. 33 T-18N-R4E 1 \ See Sheet S-12 4. TEMPORARY TRAFFIC CONTROL DURING 1-800-4Z8-���� J
FOR CRUS OUTSIDE OF INDIANA '��b,���►�.....QF�` ���•
ELEV.-786.14 \ CONSTRUCTION TO CONFORM TO APPLICABLE
LOCAL AND STATE STANDARDS. ,1I rl811 11110 `
775
770
765
760
Inv - 760.50
755
TC- 765.30
TC- 763.00 I
TC- 763.00 TC- 761.50
2"RCP __---- -
Inv - 760.48 (E)
Granular
Backfill
nv - 759.90 (SE) INV- 759.33 (NW&E)
Inv - 760.15 (W) J 7 35'of 12"RCP (CLASS 3)
0 1.00 %
7.5.0
U U
88' of 15"RCP (CLASS 3)
0 0.65 %
745
TC- 765.40
/ TC- 759.45 -
Granular
Backfill
INV- 757.13(E
INV- 756.81 (W)
H A
Y
I I
U U
150' of 15' RCP (CLASS 3) 0 1.30%
63' of 18" RCP
(CLASS 3) ® 0.50%
INV- 756.81 (S)
8 PVC
INV - 753.49
U
103' of 18" RCP
j (CLASS 3) 0 0.50%
I
STORM SEWER PLAN
TC- 759.65 Existing Grad
New Grade -, Tc-757.00-
�INV- 756.00 (SE)
INV- 756.14 (NW)
INV- 753.90 (NW
V- 756.30 (N&SE) dcSE)
I I
U U
26' of 18" RCP
(CLASS 3) A 0.60%
210' of 18" RCP (CLASS 3) 0 1.00%
tD C O _N cn C UD
M M 41 N7 N � j M O C M C N
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1:�TnR NA
,-TC-770.00 Existing grade
\ New Grade
---------- - - - - -- TC -761.0
I .\
NV- 767.41 IN,
TC -757.96
`
/Existing Grade
I INV -758.17 (N&S) TC -752.5
Granular
Backfill `
INV -754.69 (NW&SE)
336' of 15" RCP (CLASS 3) ® 2.75%
SCALE: 1 "= 50'
TC -752.3
New Grade _\
---------------
0
-- - ---
r
770 0
0
0
0
765 Z
wOf
w
z
0
z
w
It
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760 0
0
w
z
0
0
755J
Er
750
r--
INV -749.44 (NW Zz0
8" STUB 745 moo
�' INV -747.00 (E)
INV -746.50 (S) INV -745.89 (N&S
U
Granular T'
Backfill o INV -745.77 (Ncd
- - -------- 1- -- - - ---- --- - -- - - - -- -- -- --- 740 0
79' of 15" RCP I 152' of 24" RCP CLASS 2 ® 0.40% 0
(CLASS 3) ®4.40 202' of 15" RCP (CLASS 3) ® 2.60% (W
CD
30' of 24" RCP
/
w
(CLASS 3) (4 0.40%
I
SF\A/FR
PRnF11
F
SCALE: 1 "= 50'
TC -752.3
New Grade _\
---------------
0
-- - ---
r
770 0
0
0
0
765 Z
wOf
w
z
0
z
w
It
LLJ
760 0
0
w
z
0
0
755J
Er
750
r--
INV -749.44 (NW Zz0
8" STUB 745 moo
�' INV -747.00 (E)
INV -746.50 (S) INV -745.89 (N&S
U
Granular T'
Backfill o INV -745.77 (Ncd
- - -------- 1- -- - - ---- --- - -- - - - -- -- -- --- 740 0
79' of 15" RCP I 152' of 24" RCP CLASS 2 ® 0.40% 0
(CLASS 3) ®4.40 202' of 15" RCP (CLASS 3) ® 2.60% (W
30' of 24" RCP
/
w
(CLASS 3) (4 0.40%
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0
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HORIZ.: 1"=50'
SCALE: "-
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