HomeMy WebLinkAboutC203 Amenity Area Plans-C20342'
*
*
*
*
* EX. 5' SIDEWAL
K
EX
. 5' SID
E
W
A
LK
EX. 5' SI DEWALK
EX. 5' SIDEW
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
6 BI
CY
CL
E PA
R
K
I
N
G
SP
A
C
E
S
@
2.5'x6'
29.
8'25'25'5.3'32.7'43'36.
7'
8'
8'
8'
6.5'8'8' 8'3.1'15.6'POOL
(1,050 sq.ft.)BATHHOUSEPICNIC
AREA
MULCH
PLAYGROUND
AREA
BI
KE
SHA
R
E
EASE
M
E
NT
CONNECT TO
EXISTING SIDEWALK FFE844.05' SIDEWALK×
EX. WATER
SERVICE LINE
C.O.
83 8
5' SIDEWALK
5' SIDEWALK5' SIDEWALK 0 +0 0
0 +2 2
438A
22 L.F. 12 " HDPE @ 1.00%
11.7
'
EX. CURB INLET #438
T.C.=841.94
12" R.C.P. S
INV.=835.50
14.7'14.7'1.5
'
1.5
'
42.
2
'
25'42.7'9'
6.3'6.3' 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
54.5'
9.4
'17.9'30
.
7
'
32.3'
30.4'
58.
2
'
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
4.1'A
A
D
C
CB
B
E
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
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 PLANC203
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 - C203Modified / By: September 29, 2020 10:04:51 AM / dmetzPlotted / By: October 6, 2020 8:55:10 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
EXISTING CONTOUR
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
870
S
848.0
870
W
> o o o KEY NOTES
5' CONCRETE SIDEWALK
POOL FENCE (SEE DETAIL ON SHEET C804)
SAFETY FENCE (SEE DETAIL ON SHEET 804)
RETAINING WALL (SEE DETAIL ON SHEET 804)
STREET LIGHT
(SEE DETAIL BELOW)
A
B
C
D
E
GENERAL NOTES:
1. ALL SSD (SUBSURFACE DRAINS) WILL
NEED TO BE 6" DOUBLE WALL SMOOTH
BORE PERFORATED (HDPE) PIPE. UNLESS
OTHERWISE NOTED.
2. ALL EXISTING OFF-SITE DRAIN TILES THAT
ARE ENCOUNTERED SHALL BE TIED INTO
THE PROPOSED STORM SEWER SYSTEM
WITH A POSITIVE OUTFLOW. ANY TILE
THAT IS ENCOUNTERED THAT IS
COMPLETELY ON-SITE MUST BE CRUSHED
AND ABANDONED.
3. ALL PADS SHALL BE TESTED TO ASSURE A
COMPACTION OF AT LEAST 95 PERCENT OF
THE MAXIMUM DRY DENSITY USING THE
STANDARD PROCTOR TEST METHOD.
4. CONTRACTOR SHALL VERIFY LOCATION
AND DEPTH OF ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION TO CONFIRM
THERE ARE NO CROSSING CONFLICTS.
CONFLICTS THAT ARE DISCOVERED AFTER
CONSTRUCTION BEGINS ARE SOLELY THE
CONTRACTOR'S RESPONSIBILITY.
5. UTILITY CROSSINGS UNDER PAVEMENT
(BORE/JACK & BORE). AVOID OPEN CUTS.
UTILITY CROSSINGS
CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING
UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE ARE NO
CROSSING CONFLICTS. CONFLICTS THAT ARE DISCOVERED AFTER
CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S
RESPONSIBILITY.
AMENITY BATHHOUSE 1698 SQ. FT.
CONCRETE POOL DECK 2155 SQ. FT.
AMENITY POOL 1050 SQ. FT.
5' CONCRETE WALK 150 L.F.
12/04/20