HomeMy WebLinkAbout026-92 SP Windpointe at Waterstone Sec 1 Street'I I
I
7801
2.539,
775 `
770
765,
760'I'
� I
I7ss
____._______
j750 _
1-800-382-5544
CALL TOLL FREE
1-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
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
ELEV.-786.14
6
1� For Continuation
� See Sheet S-8
�___.cu[y-e_ Data
17
19
2
See Sheet S-8 Q
For Continuation For Detail of Cul—De—Sac-- �. —
/--
See Sheet S-15—
For Detail of Intersection
See Sheet S-15
396 I �I
X21
Cp
18 N
18 cc a
For Continuation
See Sheet S-8
CURVE
. RADIUS
LENGTH
TANGENT
CHORD
BEARING
DELTA
1
250.00'
251.01'
137.23
240,60
N48.4016 E
57.31 41
C2
1 250.00
95.99
48.60
95.40
N79.00 00 W
22 00 00
C3
250.00'
150.82'
77.78'
148.54'
S85'16'57 E
34.33'53
C
GENERAL NOTES:
1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE
TO THE NEW GRADE.
2. TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION TO CONFORM TO APPLICABLE
LOCAL AND STATE STANDARDS.
3. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE
O.S.H.A. STANDARDS FOR WORKER SAFETY.
4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE
CONSTRUCTION BEGINS.
5. CONTRACTOR SHALL MINIMIZE DAMAGE TO
EXISTING TREES.
6. ALL ELEVATIONS SHOWN WITHIN VERTICAL CURVES
(SHOWN IN PARATHESES) ARE CORRECTED ELEVATIONS.
STREET PLAN
f See Entrance Plan 'r-0 100' VC
heel S-6 For Detail of This Area Corr -0.40'
100' VC U
(Corr +0.57')
Existing Grad ew Grade
v �, _-
------- - - - -- -- -
m
1.209
U o a
-- - -- - - - - - - - -
O
(D f-
m I
I
12"RCP i
Inv - 774.58
� I
'RCP
Inv - 770.30 I `'
00
N— — — --- — r -- --- - - i� o >- - -- - -
M ! I N 0)
+w
_ U')
C F' b c f o h o O ? '
c i I i i of 1 i a U i o
U j U U U U U V U _ U U U
I � I
IW
1 L
1
o+ � >
+, U + L
I
�
O
LO
I
i
1
I
I
a
I
1
1-
0
N
U
O
O
O
_
O
O
I
I
L_
OLo
r
I
N
00
00
r
r
O
O
I
v+
5+
o,
o Lr)w
a �
w
r
Cn
N
vi
I
+
>
I
>
U
>
Q)
O
Irn
>
W
M
(D
LLJ
_O
W
U
�
W
r
I
W r
O
0
U O
r
>
I
I
a- -N
U -i
aN
W a- (N
r7
0
U
HORIZ.: 1„'= 50'
r
\/FRT • 1 — C;
j
r
W
N
O
(D
n
O
O
r
r
Lr)
Q)
(D
o
v'
ai
>OD
OD
>
ate!
>
j