HomeMy WebLinkAbout064-94 SP Sutton Place Sec.2 Site Grading Plan East�Corest. Stm. Inlet
" SSD
0
0
o° �C �andscarc Easement
0
0
0
0
0
/ + 0°
100 °°°°°C
0
0
0
o0
0
101
892.4
e°
`/ 1
10
Str. No. 216
.
TC= 892.5
iE= 885.67 -
892.6
0
0 �.
o
°0
0 0
0000 96
C-
o o
° o Str. No. 220 m
°
° o ° TC= 891.8
U
160' 12" RCP • 1.26 % IE= 885.49
Str. No. 219% ----�
TC= 890.5 o
IE= 887.50 ° 0
0000
0
95 893.2
S�� g859
\�g
0+00 = ��
(L 116th Stree�
Elev.= 895.9
-50 -25 0
0 Str. No. 214
Radius
E
o TC= 888.50
Chord
Tangent
0 IE= 88671
0
o E -_
-
I
!
0 99
a�
I
°
142.33
C
o
°
Z
j
_
oQOQ� ,
9y
S 60.20'45" E
u7
,�
►t �nA•
C-3
D
o
201.32
218.62
St No 2�9
208.04
-C= 594
891.4
�- 889 ar
= 58°28'18"
98
205.45
S 29°14'09" E
196.65
112.68
C-5
D
= 30°41'30"
t
s
S 15.20'45" E
E
/
C 6
N
0
7_
t+
a�
�J
N
U
QC
'' 97
105.13
0
Z
0
cn
= 38°58'22"
�-
214.65
S 11°12'18" E
210.54
I
I
I
o
°
0
888.40
884.18
., o
° R
Curb
Inlet
R -3501-N
888.82
882.98
� I
Curb
Inlet
-
888.82
882.68
205
Solid Lid Manhole
R -1077-A
t 94
882.06
206
_
Inlet
R -3501-N
891.55
887.98
207
Curb
Inlet
i
7
I
208
a
Inlet
R-4342
C89
I
I
209
- •
I
R-4342
-
BLOCK B
I
`
I
Yard
�Corest. Stm. Inlet
" SSD
0
0
o° �C �andscarc Easement
0
0
0
0
0
/ + 0°
100 °°°°°C
0
0
0
o0
0
101
892.4
e°
`/ 1
10
Str. No. 216
.
TC= 892.5
iE= 885.67 -
892.6
0
0 �.
o
°0
0 0
0000 96
C-
o o
° o Str. No. 220 m
°
° o ° TC= 891.8
U
160' 12" RCP • 1.26 % IE= 885.49
Str. No. 219% ----�
TC= 890.5 o
IE= 887.50 ° 0
0000
0
95 893.2
S�� g859
\�g
0+00 = ��
(L 116th Stree�
Elev.= 895.9
1 MH No. 204
TC= 893.3
895.5
s
C,
4
C,
102
892.6
Str. No.223
TC= 887.0
0000000-00000000000000c
0000000000000000000000000000 IE=884.00 00000000000000000000
o ° ° °
0 0 0 o
O 114'C5 O /14
/`
\,
103 104 105 f 106 107
Ln
cD
891.6
1 892.0 1
115
X114
Goon �
Str. N°7
� Oao
0 ?C=
884 56 0
--i o IE=
21 " RCP • 0.50 % °o
oo
0
116 0°°°
s-
o�
.41 o
a
894.5
92
RGP
! s.
91
0 �o>
o
o
000000
0
Str No 210
TC= 891.5
E= 886 33
Opp-
0�
S�
Name
-50 -25 0
m
Radius
E
Bearing
Chord
Tangent
a
-
w
250.00
a�
N 29°39'15" E
Q
142.33
C
r
Z
201.32
424.07
S 60.20'45" E
u7
353.61
C-3
D
= 62°13'11"
201.32
218.62
St No 2�9
208.04
-C= 594
C-4
�- 889 ar
1 MH No. 204
TC= 893.3
895.5
s
C,
4
C,
102
892.6
Str. No.223
TC= 887.0
0000000-00000000000000c
0000000000000000000000000000 IE=884.00 00000000000000000000
o ° ° °
0 0 0 o
O 114'C5 O /14
/`
\,
103 104 105 f 106 107
Ln
cD
891.6
1 892.0 1
115
X114
Goon �
Str. N°7
� Oao
0 ?C=
884 56 0
--i o IE=
21 " RCP • 0.50 % °o
oo
0
116 0°°°
s-
o�
.41 o
a
894.5
92
RGP
! s.
91
0 �o>
o
o
000000
0
Str No 210
TC= 891.5
E= 886 33
Opp-
0�
S�
Name
-50 -25 0
Delta
Radius
Length
Bearing
Chord
Tangent
C-1
D
= 59°18'30"
250.00
258.78
N 29°39'15" E
247.38
142.33
C-2
D
= 120041'30"
201.32
424.07
S 60.20'45" E
349.90
353.61
C-3
D
= 62°13'11"
201.32
218.62
S 89.34'54" E
208.04
121.49
C-4
D
= 58°28'18"
201.32
205.45
S 29°14'09" E
196.65
112.68
C-5
D
= 30°41'30"
500.00
267.83
S 15.20'45" E
264.64
137.21
C 6
D=
6°01'34"
1000.00
105.18
S 33.42'17" E
105.13
52.64
C-7
0
= 38°58'22"
315.57
214.65
S 11°12'18" E
210.54
111.67
MH No. 208 1c= No. 224 \ Ex. MH
` TC= 889.3 IE= 883,10 �` TC= 889.7 i
- - Existing Sanitary Sewer- - - - - - -
utton Place Drive
`d 112
i
Str No. 211
1 1 7 TC= 888'0
IE= 883.30
0° o00
f`
s
43' 15" RCP • 0.70 X 28' 18" RCP • 0.50 X
# #-==________
sense --jolo
Connect to Exist. 18" RC R 4 Existing 18" RCP Storm Sewer
Str. No. 225
TC= 887.82 Str. No. 226 /
IE= 882.79 TC= 887.82
a IE= 882.65
MH No. 212
TC= 890.7
109
0
o
0
0
0
0
111 o��
0o
---- i °°o
0
o
Str. No. 222
TC= 888.5
IE= 885.50
108
_ y
End Const. @ 21+90.74
Match Exist. Pvm't.
Elev. = 888.67
Scale 1" = 50'
-50 -25 0
50 100 150
BENCHMARKS:
k
LEGEND
BM: Top of storm
monhole costing
=
SECONDARY COLLECTOR STREET
Q
4" CONC. WALK
Towne Rood and
FULL DEPTH GRANULAR BACKFILL
� 0
PROPOSED SANITARY SEWER do MH
It�
PROPOSED 6" LATERAL
=v -
PROPOSED STORM SEWER do INLET
EXISTING SEWER
TBM: PK Noll in Power Pole No.
SIDEWALK CURB RAMPS
Curb ramps to conform with the
An enc•n Disawlities Act (ADA)
116th Street
Section 4.7, •Gxb Ramps•.
Ithe
(See Detail on Defad Sheol)
6" Sub -Surface Drain
0 0 0
° o° o o o o
o
w/Lot Connection.
(Invert elev. shown)
DATES AND REVISIONS ITLE Site Grading Plan (East) for
Sutton Place Section 2
Harnilton County,
DRAWNBYPI
AP
7-6-94 Rev per Carmel letter of 6-29-94 ALK ALK
0t1111111rt/III/
0��i''i`,R'```�i
~P •Q
No.E,gF�%.
11036 _= N�•
0\ STATE OF r�� S S'OSZJ S
1.�f J►�'tiOIAt�P r�\��� STATE OF
i tf/1111111 �I/I/O SLI FAVpX��a
It vc
l le r, rJune, 1994
•' JOB NO.
90-08-2
r,d; Planners, Inc.
-D SCALE1 t, = 50'
234 SOUTH FRANKLIN RD., INDIANAPOLIS, INDIANA 46219
317/353-6161 N 5 of 21
BENCHMARKS:
k
BM: Top of storm
monhole costing
996 feet east of
Towne Rood and
40' south
Iof
116th Street.
Elev. = 893.54
I
TBM: PK Noll in Power Pole No.
471013
495 feet south of
116th Street
olong
Ithe
eost side of Towne Rood.
Elev. = 894.14
STORM
STRUCTURE CHART
-' Str. No.
Type
Casting No.*
T.C. EI.
Inv. EI.
200
Yard
Inlet
R-4342
889.00
886.00
201
Yard
Inlet
R-4342
889.00
884.55
• 202
Yard
Inlet
R-4342
888.40
884.18
203
Curb
Inlet
R -3501-N
888.82
882.98
204
Curb
Inlet
R -3501-N
888.82
882.68
205
Solid Lid Manhole
R -1077-A
890.00
882.06
206
Curb
Inlet
R -3501-N
891.55
887.98
207
Curb
Inlet
R -3501-N
891.55
887.84
208
Yard
Inlet
R-4342
893.50
890.50
209
Yard
Inlet
R-4342
894.00
889.45
210
Yard
Inlet
R-4342
891.50
886.33
211
Yard
Inlet
R-4342
888.00
883.30
212
Solid
Lid Manhole
R -1077-A
891.20
882.09
213
Curb
Inlet
R -3501-N
889.00
881.43
214
Yard
Inlet
R-4342
888.50
888.71
215
Curb
Inlet
R -3501-N
889.66
886.11
216
Solid
Lid Manhole
R -1077-A
892.50
885.67
217
Curb
Inlet
R -3501-N
889.68
886.18
218
Curb
Inlet
R-3501 -N
889.68
885.97
219
Yard
Inlet
R-4342
890.50
887.50
220
Solid
Lid Manhole
R -1077-A
891.80
885.49
221
Yard
Inlet
R-4342
887.50
884.36
222
Yard
Inlet
R-4342
888.50
885.50
223
Yard
Inlet
R-4342
887.00
884.00
224
Curb
Inlet
R -3501-N
888.25
883.10
225
Curb
Inlet
R -3501-N
887.82
882.79
226
Curb
Inlet
R -3501-N
887.82
882.65
227
Curb
Inlet
R -3501-N
890.22
886.72
228
PCESwS**
----
----
892.00
* Neenah
Cat.
No. or Equal
** Precast
Concrete
End Section
w/Slopewall
DATES AND REVISIONS ITLE Site Grading Plan (East) for
Sutton Place Section 2
Harnilton County,
DRAWNBYPI
AP
7-6-94 Rev per Carmel letter of 6-29-94 ALK ALK
0t1111111rt/III/
0��i''i`,R'```�i
~P •Q
No.E,gF�%.
11036 _= N�•
0\ STATE OF r�� S S'OSZJ S
1.�f J►�'tiOIAt�P r�\��� STATE OF
i tf/1111111 �I/I/O SLI FAVpX��a
It vc
l le r, rJune, 1994
•' JOB NO.
90-08-2
r,d; Planners, Inc.
-D SCALE1 t, = 50'
234 SOUTH FRANKLIN RD., INDIANAPOLIS, INDIANA 46219
317/353-6161 N 5 of 21