HomeMy WebLinkAboutC200 Site Development Plan-C202Golfview DriveAPARTMENT BUILDINGAPARTMENT BUILDING84784884
3
842
84684784784884884984984
9 8498
3
5
8
3
1
8
3
2
8
3
3
8
3
4
8
3
6
8
3
7
8
3
8
8
3
9
8
2
5
8
3
0
8
2
4
8
2
6
8
2
7
8
2
8
8
2
9
8
3
1
8
2
2
8
23
836840838835834840847 847
849 849
C.O. EX. SANITARY
MANHOLE
TC=831.85'
10" CLAY
INV.=827.71' N
8" CLAY
INV.=827.71' S
EX. SANITARY
MANHOLE
TC=839.22'
10" CLAY
INV.=833.32' SW
INV.=833.32' N
6" CLAY
INV.=834.52' S
20' Gas Line Easement
Record 264, Pg. 354
Amended by
Record 301, Pg. 645
(NOT TO BE VACATED)
20'
2 0 '
20'20'20' Gas Line Easement
Record 264, Pg. 354
Amended by
Record 301, Pg. 645
MOHAWK WB LLC
MOHAWK WB LLC
*
*
*
*
*
8
2
0
82
1
8
1
7
8188
19
8
4
0
8
4
1
8
4
2
84
0
83
7
8
3
8
8
3
9
841
842
83
5
8
32 8
3
3
83
4
8
3
6
83
0
828
829
8
3
1
826
827
825 824
822 823820821
817818
819
8
4
2
842843844APARTMENT BUILDINGAP
A
R
TME
N
T
BU
I
L
D
I
N
G
PVMT
PVMT
PVMT
Golfvi ew Dr ive Kinzer AvenueKinzer AvenueEX . 5' SIDEWALK EX
. 5' SID
E
W
A
L
K
EX . 5' SI D EWA LK
EX
. 5' SID
E
W
A
L
K
EX. SANITARY
MANHOLE
TC=833.41'
8" CLAY
INV.=826.41' S
10" CLAY
INV.=826.29' W
INV.=825.96' N
INV.= 824.24' E
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
NGEX. 4' MH #805
T.C.=845.97
8" S.D.R. 26 P.V.C N
INV.=833.92
8" S.D.R. 26 P.V.C E
INV.=833.72
EX. 4' MH #810
T.C.=845.42
8" S.D.R. 35 P.V.C SE
INV.=837.87
EX. TEMP. C.O. #1
TO BE REPLACED WITH MANHOLE
T.C.=844.14
8" S.D.R. 35 P.V.C. N
INV.=832.60
EX. CURB INLET #44
T.C.=838.52
12" R.C.P. NE
INV.=836.17
EX. CURB INLET #467
T.C.=845.17
12" R.C.P. N
INV.=839.25
EX. YARD INLET #481
T.C.=844.61
15" R.C.P. N
INV.=839.00
EX. CURB INLET #444
T.C.=843.61
12" R.C.P. N
INV.=840.33
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. CURB INLET #431B
T.C.=842.75
15" R.C.P. NE
INV.=838.15
12" R.C.P. W
INV.=838.25
EX. CURB INLET #439
T.C.=842.10
12" R.C.P. NE
INV.=837.84
EX. YARD INLET #466
T.C.=841.98
12" R.C.P. S
INV.=838.75
12" R.C.P. E
INV.=838.65
EX. CURB INLET #438
T.C.=841.94
12" R.C.P. S
INV.=835.50
EX. CURB INLET #461A
T.C.=838.42
12" R.C.P. NE
INV.=833.80
EX. END SECTION
48" R.C.P. N
INV.=832.93
EX. OUTLET CONTROL #401
T.C.=839.34
15" R.C.P. E
INV.=831.32
EX. END SECTION
12" R.C.P. E
INV.=833.10
EX. END SECTION
21" R.C.P. SE
INV.=832.76
EX. END SECTION
12" R.C.P. N
INV.=833.06
10' BIKE LANEMATCHLINE " "SHEET BC201MATCHLINE " "SHEET CC202POOL
(1,050 sq.ft.)BATHHOUSEPICNIC
AREA
MULCH
PLAYGROUND
AREA
BI
KE
S
H
A
R
E
E
A
S
E
M
E
NT
CONNECT TO
EXISTING
SIDEWALK FFE 844.05' SIDEWALK×
EX. WATER
SERVICE LINE
C.O.
838
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
0+00
0+22 438A
22 L .F. 12" HDPE
@ 1 .00%
844.0
843.6
843.6
844.0
842.9
842.2
842.8
842.5
842.2
MFPG 841.57MLAG 841.57MFPG 841.57MLAG 841.57MFPG 841.57 MLAG 841.57 MFPG 841.57MLAG 841.57MFPG841.57MLAG841.57MFPG841.57MLAG841.57MFPG845.1MLAG845.1 MFPG 845.1MLAG845.1 MFPG 845.2MLAG845.2MFPG 844.0MLAG 844.0MFPG 843.9
MLAG 843.9 MFPG 843.9
MLAG 843.9 MFPG 843.9
MLAG 843.9 MFPG 843.9
MLAG 843.9
MFPG 845.2
MLAG 845.2
MFPG 845.2
MLAG 845.2 MLAG843.9MFPG 843.9MFPG 843.9
MLAG 843.9
MFPG 843.9
MLAG 843.9
MFPG 847.25
MLAG 847.25 MFPG 846.45
MLAG 846.45 MFPG 846.05MLAG 846.05MFPG 846.75MLAG846.75MFPG 845.65
MLAG 845.65
MFPG 846.15
MLAG 846.15 MFPG 845.75
MLAG 845.75 MFPG845.45
MLAG 845.45 MFPG845.05
MLAG 845.05 MFPG844.75
MLAG844.75 MFPG 844.45
MLAG 844.45
MFPG845.75 MLAG845.75 MFPG 845.2
MLAG 845.2
MFPG846.35MLAG846.35MFPG844.75MLAG844.75MFPG841.57MLAG841.57MFPG841.57MLAG841.57MFPG841.57MLAG841.57MFPG841.57MLAG841.57MFPG841.57MLAG841.57MFPG841.57MLAG841.57MFPG841.57MLAG841.57MFPG841.57MLAG841.57MFPG845.85MLAG 845.85MFPG 846.05MLAG 846.05MFPG 846.05MLAG 846.05MFPG 845.95MLAG 845.95MFPG 845.65MLAG 845.65MFPG 845.25MLAG 845.25MFPG846.35MLAG846.35MFPG845.85MLAG845.85MFPG 844.0
MLAG 844.0
MFPG 843.3MLAG 843.3MFPG 843.3MLAG 843.3MFPG 845.45MLAG 845.45MFPG 843.65MLAG 843.65MFPG 843.85MLAG 843.85MF
P
G
84
1
.
57
MLAG
84
1.
57
MF
P
G
84
1
.
5
7
MLAG
84
1
.
57
MF
P
G
84
1
.
57
MLAG
84
1.57
MF
P
G
84
1
.
57
MLAG
84
1
.
57
MF
P
G
84
1
.
5
7
MLAG
84
1
.
57
MF
P
G
84
4.
0
5
M LAG
84
4
.
05
MF
P
G
84
4
.
2
5
ML
AG
84
4.
25
MF
P
G84
4
.
4
5
ML
A
G
84
4
.45
MF
P
G
84
4
.
45
ML
A
G
84
4
.
4
5
MF
P
G
84
4
.
95
ML
A
G
84
4
.
9531 ' D.U.&S.S.E.31'
D.U.&S.S.E.21' I.E.E.21' I.E.E.
21' I.E.E.21' I.E.E.VAR. D.U.&
L.M.A.E.&P.A.E.
VAR. D.U.&
L.M.A.E.&P.A.E.
& B.M.P.E.
VAR. D.U.&
L.M.A.E.&P.A.E.
VAR.
D.U.&
L.M.A.E.&
P.A.E.5' B.L.5' BL5' BL 5' BL 1
4
'
B.L.5' BL31 ' D .U.&S.S.E.VAR. D.U.&
L.M.A.E.&P.A.E.& B.M.P.E.
10' P.A.E.10' P.A.E. 10' P.A.E.5' D.&U.E.
5' D.&U.E.
10' D.&.U.E. 10' D.&.U.E.15' D.&.U.E. 15' D.&.U.E. 15' D.&.U.E. 15' D.&.U.E.5' BL5' B
L
5' BL
5' BL 5' BL
5' BL 5' BL 5' BL 5' BL
5' BL 5' BL5' BL5' BL 5' BL5' BL5' BL 15' D.&.U.E.15' D.&.U.E.15' D.&.U.E.10' D.&.U.E.5.5' P.A.E.VAR.
B.M.P .E.
VAR.
S.L.E.
10'
> o o o > o o o > o o o > o o o
W W W W W W W W W W WWWWW
W WW WW W804A
813
814
815
841.2
88
841.2
87
841.5
86
841.8
85
842.1
84
842.4
83
842.6
82
842.9
81
843.2
80
843.5
79
844.6
78
844.8
77
845.0
76
844.8
75
844.6
74
844.4
73
844.3
72
844.3
71
844.4
70
845.0
134
845.5
135 845.0
136
844.8
137
844.6
138
844.3
139 844.1
140
844.1
141
844.4
8991-
844.8
9294-
845.1
95 97-
844.7
98 100-
844.5
101 103 -845.1
104 106 -
845.6
107109 -
841.5
842.2
841.5
840.6
841.8
842.4
842.7
842.1
842.2
842.9
843.1
842.5
842.2
842.8
843.1
843.5
843.7
843.4
843.0
843.0
844.2
844.1844.2844.9
845.1 844.0
844.2
845.3
844.2845.2
844.9 844.0
844.5
844.8
844.6844.1
843.8
844.5
844.8844.0
843.9
843.9
844.8
845.0845.5
844.1
845.6845.6
845.0
844.1
845.1
844.7
844.1
843.6
845.8845.3 845.8 846.4
844.9 845.7 846.5
843.7844.0 844.3844.7845.0845.4845.6
845.3 845.2
844.9 844.4 844.8 844.6 844.5 844.3 844.1 844.3 844.4
844.5
841.3
H.P.> o o
o
> o o o> o o o> o o o> o o o> o o o845.3
843.5
846.3 845.7 845.2 845.7845.2 843.8
100 L.F. SW
A
LE @ 1.80%165 L.F. SWALE @ 1.46%276 L.F. SWALE @ 1.01%SIDEWALK5' SIDEWALK10' BIKE LANESTEINBECK PLACE
(Private) VALENTINE DRIVE(Private)VAL ENT INE DRI VE(Private)5' SIDEWALK
5' SIDEWALK
5' SI DEWA
L
K 5' SIDEWALK5' S
IDE
W
A
L
K
5 ' SI DEW
A
L
K 5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK
×
×
W
W
W
W
W
W WWWW W W W WW WWW WWWW W WWW W844.6 H.P.> o o o> o o o > o o o > o o o > o o o> o o o 79 L.F. SWALE @ 1.23%217 L.F. SWALE @ 1.00%842.3
MANHOLE 487A TO BE
TIED INTO EX. PIPE 843842841840839838837 8365' SIDEWALK 5' SIDEWALK
5' SIDEWALK
SEE AMENITY AREA PLAN C204
FOR SIDEWALK CONNECTION.
×
20'
(TYP.)9'(TYP.)20'(TYP.)9'(TY
P
.
)
20'(TYP .)9' (TYP.)o o o> o o o> o o o> o o o> o o o
SECTION 3
SECTION 2
481
487A
482
483
485
486
487
488
486A
488A
489
484
488B
485A
485B
520
462
16
17
18
19
T.C.=844.69
T.C.=844.05
T.C.=843.00
T.C.=842.80
843.3
5' SIDEWALK 8835834C.O.
C.O.
C.O.C.O.
C.O.
C.O.
EX. STORM INLET
TC=805.60'
INV.=803.40' E
EX. SANITARY
MANHOLE
TC=834.32'
8" CLAY
INV.=829.72' N
6" CLAY
INV.=829.72' E
EX. SANITARY
MANHOLE
TC=832.61'
8" CLAY
INV.=829.30' N
INV.=829.30' S
6" CLAY
INV.=829.30' E
EX. SANITARY
MANHOLE
TC=833.15'
8" CLAY
INV.=828.66' N
INV.=828.66' S
EX. SANITARY
MANHOLE
TC=831.85'
10" CLAY
INV.=827.71' N
8" CLAY
INV.=827.71' S
EX. SANITARY
MANHOLE
TC=839.22'
10" CLAY
INV.=833.32' SW
INV.=833.32' N
6" CLAY
INV.=834.52' S
20'842MOHAWK WB LLC
GOLFVIEW DRIVE
SAND
TRAPS
Gol fvi ew Dri ve Kinzer AvenueEX. SANITARY
MANHOLE
TC=833.41'
8" CLAY
INV.=826.41' S
10" CLAY
INV.=826.29' W
INV.=825.96' N
INV.= 824.24' E
EX. SANITARY
MANHOLE
TC=832.53'
10/12" CLAY
INV.=823.92' W
10/12" CLAY
INV.=821.69' S
I
N
D
I
A
N
T
R
A
I
L
D
R
I
V
E
EX. SANITARY
MANHOLE
TC=829.32'
INV.=821.27' NW
INV.=821.62' SW
INV.=821.27' E
APARTMENT BUILDINGEX. CURB INLET #44
T.C.=838.52
12" R.C.P. NE
INV.=836.17
EX. CURB INLET #461A
T.C.=838.42
12" R.C.P. NE
INV.=833.80
EX. END SECTION
21" R.C.P. SE
INV.=832.76
MATCHLINE " "SHEETCC202MFPG 841.57MLAG 841.57MFPG841.57MLAG841.57MFPG841.57MLAG841.57MFPG 841.57MLAG 841.57MFPG 841.57MLAG841.57MFPG843.3MLAG843.3MFPG843.3MLAG 843.3MFPG 845.45 MLAG845.45MFPG 843.65MLAG 843.65843.8584
1
.
5
7
84
1
.
5
7
80' R/W
80 ' R/W5' BL
VAR. D.U.&
L.M.A.E.&P.A.E.& B.M.P.E.5' BLVAR. B.M.P.E.VAR. B.M.P.E.VA R. B.M.P .E.
VAR.
B.M.P .E.W841.2
88
841.2
87
841.5
86
841.8
85
842.1
84
841.5
842.2
841.5
840.6
841.8
842.4
842.7
842.1
842.2
842.2
5' SIDEWALK5' SIDEWALK10' BIKE LANE5' SIDEWALK5' SIDEWALK10' BIKE LANE5' S IDEWA
L
K 5' SIDEWALK5' SIDEWALK
W
W
W
W
W
W WWWSEE INTERSECTION DETAILS
FOR ELEVATIONS AND
SLOPE DIRECTION OF PATH
> o o o> o o o > o o o > o o o > o o o> o o o> o o o> o o o> o o o> o o o > o o o > o o o > o o o > o o o> o o o> o o o> o o o
32± L .F .
OPEN CUT SWALE - 687 L.F. 6" S.S.D.@ 0.38%488
488A
488B
523
522
521
520
462
526
525 524
527
529
528
PROPOSED SWALE
2 YEAR ELEV.= 831.74
10 YEAR ELEV.= 832.40
100 YEAR ELEV.= 832.68 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: 317.849.5942SITE DEVELOPMENT PLANC202ADDED CONCRETE SWALE AND STORM SEWER 07/10/19 ADG65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIP HAMILTON COUNTY, INDIANA03/20/2019DP
I
T
E
S
G
E
E
O
TS R
P
RTE WLE
D EHVADI R
J .ADNINAI EEG NIRENOILA NSFEPROSTATE OF
S
File Name: S:\65840BKM-S3\DWG\C200 Site Development Plan.dwg - C202Modified / By: November 18, 2020 7:33:03 AM / kmitchellPlotted / By: November 18, 2020 8:08:42 AM / Kenny MitchellGRAMERCY 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 REVISED FFE MLAG & MFPG ELEVATIONS KJJM11/17/20 1" = 50 FT
REFER TO SHEETS C200 FOR LEGEND & NOTES.
REFER TO SHEET C201 FOR LOT BUILDING ELEVATIONS
AND DRIVE SLOPES TABLE.
REFER TO SHEET C605 FOR STORM SEWER TABLES.1 1
NOT TO SCALE
3' - 0"
SWALE CROSS SECTION
6" SSD
No.8 CRUSHED STONE
SLOPE
= 3:1SLOPE
= 3:1
6"12"L C
12/04/20