HomeMy WebLinkAboutC203 Amenity Area Plans-C20420' Gas Line Easement
Record 264, Pg. 354
Amended by
Record 301, Pg. 645
(NOT TO BE VACATED)
2 0 '
*
*
*
*
* EX. 5' SIDEWAL
K
EX
. 5' SID
E
W
A
LK
EX. 5' SI DE WAL K
EX
. 5'
S
I
D
E
W
A
L
K
N.P.=
10 YEAR ELEV.=
2 YEAR ELEV.=
100 YEAR ELEV.=
BOTTOM ELEV.=
EX. WET POND WITH NATIVE BANKS
833.00
835.63
837.14
839.57
817.00
POOL
(1,050 sq.ft.)BATHHOUSEPICNIC
AREA
MULCH
PLAYGROUND
AREA
BI
KE
SH
A
R
E
EASE
M
E
NT
CONNECT TO
EXISTING SIDEWALK FFE 844.05' SIDEWALK×
EX. WATER
SERVICE LINE
C.O.
8 3 8
5' SIDEWALK
5' SIDEWALK5' SIDEWALK 0+00
0+2 2
438A
22 L.F. 12" HDPE @ 1.00%
EX. CURB INLET #438
T.C.=841.94
12" R.C.P. S
INV.=835.50
844.0
844.0
843.8
843.7
843.7
843.7
843.8
843.9 843.9 843.6
843.6
843.6
843.6
839.5
839.5
843.6
843.6
844.0
844.0
839.2
839.1
839.2
842.0
843.0
842.5
841.0
EX. 4' MH #801A
T.C.=843.48
8" S.D.R. 35 P.V.C NW
INV.=830.95
8" S.D.R. 35 P.V.C E
INV.=830.85
820
825
830
817
818
819
821
822
823
824
826
82
7
82
8
82
9
83
1
835
83
1
83
2
83
3
83
4
83
6
83
7
835840831832833 834836837 838839841842
8
4
2843843
843
833834835836837838 839840841842843844839
840
841
842
842
841
840
843.8
843.8
844.0
842.6
842.9
842.8
842.9
842.7
842.9
842.2
842.1
842.6
EX. 4' MH #802
T.C.=843.09
8" S.D.R. 35 P.V.C NW
INV.=831.40
8" S.D.R. 35 P.V.C SE
INV.=831.30
8" S.D.R. 26 P.V.C NE
INV.=831.50
EX. 4' MH #803
T.C.=843.26
8" S.D.R. 35 P.V.C SW
INV.=832.09
8" S.D.R. 35 P.V.C SE
INV.=831.89
842.8
842.3
843.2
843.3
EX. CURB INLET #441
T.C.=843.53
18" R.C.P. NE
INV.=838.37
15" R.C.P. S
INV.=838.47
EX. 4' MH #804
T.C.=843.84
8" S.D.R. 26 P.V.C W
INV.=832.48
8" S.D.R. 35 P.V.C NE
INV.=832.38
8" S.D.R. 35 P.V.C S
INV.=832.48
EX. 4' MH #804 (2)
T.C.=844.14
8" S.D.R. 35 P.V.C N
INV.=832.74
EX. YARD INLET #481
T.C.=844.61
15" R.C.P. N
INV.=839.00
EX. CURB INLET #439
T.C.=842.10
12" R.C.P. NE
INV.=837.84
EX. CURB INLET #440
T.C.=842.16
12" R.C.P. SW
INV.=837.55
12" R.C.P. NE
INV.=837.45 EX. CURB INLET #436
T.C.=843.06
42" R.C.P. E
INV.=835.32
42" R.C.P. NW
INV.=835.42
12" R.C.P. N
INV.=836.46
EX. CURB INLET #440C
T.C.=842.49
12" R.C.P. NE
INV.=837.04
EX. CURB INLET #429
T.C.=843.04
18" R.C.P. NE
INV.=837.22
18" R.C.P. SW
INV.=837.32
EX. CURB INLET #437
T.C.=842.68
42" R.C.P. W
INV.=835.04
42" R.C.P. E
INV.=834.94
EX. CURB INLET #440A
T.C.=842.95
18" R.C.P. SW
INV.=838.10
18" R.C.P. NE
INV.=838.00
SCALE: 1"=20' HOR.
1"=2' VERT.
834
840
834
840
12'' HDPE W
INV.=840.08
12'' RCP S
INV.=835.50 EX. CURB INLET #EX. 438STA. 0+00TC=843.48Pool Inlet #438ASTA. 0+22TC=843.7022 L.F. 1.00%
12" HDPE
UP INV.=840.30
DOWN INV.=840.08 DATE MARK REVISIONS BYCERTIFIED: S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, A ROUTESURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942AMENITY AREA - SITE DEVELOPMENT PLANC204
1" = 20 FT
65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIP HAMILTON COUNTY, INDIANA03/20/2019DP
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File Name: S:\65840BKM-S3\DWG\C203 Amenity Area Plans.dwg - C204Modified / By: September 29, 2020 10:04:51 AM / dmetzPlotted / By: October 6, 2020 8:55:15 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTS ADG05/08/19 REVISED PER TAC COMMENTS ADG09/27/19 REVISED PER CLIENT COMMENTS DSM10/16/19 REVISED PER CITY OF CARMEL COMMENTS DSM12/12/19 REVISED PER CITY OF CARMEL COMMENTS DSM12/30/19 REVISED PER CLIENT COMMENTS DSM01/13/20 REVISED SWALE PER CARMEL COMMENTS DSM04/16/20 RAISED SITE 0.80 FT FOR DIRT BALANCE ADG09/24/20 LEGEND
Denotes Construction Limits
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED GRADE
PROPOSED CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATER LINE
PROPOSED SWALE
PROPOSED 5' SIDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS ALONG
ALL COMMON AREAS)
Ù ADA RAMP TO BE INSTALLED
S
848.0
870
W
> o o o12/04/20