HomeMy WebLinkAboutC300 Erosion Control Plan-C303T.P.
TV.P.SA3 N RIMMM
M
MM
MM
TV.P.Golfview DriveAPARTMENT BUILDINGAPARTMENT BUILDINGELECTRIC
BOX
APARTMENT BUILDING
SAND
TRAP
848
849850851851847848843
842
84684784
7
847847
847847 84784884884884884984984
9 8498
3
5
83
1
83
2
83
3
83
4
83
6
8
3
7
83
8
8
3
9
8
2
5
83
0
8
2
4
8
2
6
8
2
7
8
2
8
8
2
9
83
1
8
2
2
82
3
836840838835834840849
SA3 N RIMT.P. SA3 N RIMSA3 N RIMT.P.
T.P.
20' Gas Line Easement
Record 264, Pg. 354
Amended by
Record 301, Pg. 645
(NOT TO BE VACATED)
20'
20'
20'20'20' Gas Line Easement
Record 264, Pg. 354
Amended by
Record 301, Pg. 645
MOHAWK WB LLC
MOHAWK WB LLC
MOHAWK WB LLC
AUMANS
ADDITION
*
*
*
*
* *
* *
*
*
*
*
*
**
8
2
0
821
8
1
7
8
1
8
819
8
4
0
8
4
1
8
4
2
8" TEE
8" TEE8" TEE
22.5°
BEND
11.25°
BEND
8" VALVE
8" VALVE
8" VALVE
8" VALVE
8" VALVE
8" VALVE
TEMP. HYDRANT
TEMP. HYDRANT
TEMP. HYDRANT
8" VALVE
8" D.I.8" D.I.8" D.I.8" D.I.
HYDRANT
HYDRANT
8" VALVE
TEMP.
HYDRANT
11.25°
BEND
8" TEE
8" D.I.8" VALVE
84
0
83
7
838
83
9
841
842
83
5
83
2
83
3
83
4
83
6
83
0
828
829
83
1
826
827
825 8 24
822 823820821
817818
819
8
4
2
842843844APARTMENT BUILDINGAP
A
R
T
M
E
N
T
BU
I
L
DI
NG
PVMT
PVMT
PVMT
PVMT
Gol fvie w Drive Kinzer AvenueKinzer AvenueE. Auman Dr.East Auman Drive74
75
76
77
78
79
80 EX. 5' SIDEWAL
K
EX . 5 ' SIDEW
A
L
K
E X. 5' S IDEWALK
EX . 5 ' SIDEW
A
L
K
EX. SANITARY
MANHOLE
TC=833.41'
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
EX. 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. 4' MH #806
T.C.=844.42
8" S.D.R. 35 P.V.C N
INV.=836.88
8" S.D.R. 26 P.V.C S
INV.=835.25
8" S.D.R. 35 P.V.C E
INV.=836.88
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. YARD INLET #435A
T.C.=843.96
36" R.C.P. E
INV.=838.49
27" R.C.P. N
INV.=838.49
EX. CURB INLET #445
T.C.=843.85
15" R.C.P. N
INV.=838.65
15" R.C.P. SW
INV.=838.75
EX. CURB INLET #444
T.C.=843.61
12" R.C.P. N
INV.=840.33
EX. CURB INLET #468
T.C.=843.48
15" R.C.P. S
INV.=838.96
15" R.C.P. NE
INV.=838.86
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. YARD INLET #469
T.C.=842.59
15" R.C.P. N
INV.=839.19
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
SA3 N
RI
M 10' BIKE LANE74
75
76
77
78
79
80
74
75
76
77
78
79
80
C.A.#10
13,981 sq.ft.
C.A.#12
5,019 sq.ft.C.A.#131,644 sq.ft.BLOCK "D"13,587 sq.ft.BLOCK "E"
15,416 sq.ft.
C.A.#9
714 sq.ft.
74
75
76
77
78
79
80
> o o o > o o o > o o o > o o o > o o o > o o o > o o o W W W W WWWW W W W W W W W W W W
W W W
WW W W W W WWWW WWWWW WW W10' ASPHALT PATH 10' ASPHALT PATHSEE INTERSECTION DETAILS
FOR ELEVATIONS AND
SLOPE DIRECTION OF PATH
S
D
811A
811
805
804A
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
845.7
122
845.3
123
845.2
124
845.6
125 844.6
126
844.6
127
845.6
128
845.8
129
846.1
130
846.4
131
845.1
132
844.6
133
845.0
134
845.5
135 845.0
136
844.8
137
844.6
138
844.3
139 844.1
140
844.1
141
844.6
142
845.2
143
844.3
167
844.6
166
845.1
165
845.5
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-
846.2
110 112-
846.7
113 115-
846.9
116118-
845.8
119121-
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
845.8845.3845.8 846.4 847.0 847.1 846.5 845.9 846.3
844.9 845.7 846.5 846.4 846.2846.5
846.1 845.7
846.0
846.3
845.8846.3
845.4846.3
846.2
845.0
843.7 844.0 844.3844.7845.0 845.4845.6
845.3 845.2
844.9844.4 844.8 844.6 844.5 844.3 844.1 844.3 844.4
845.0845.3
844.8 844.1
845.8846.0 846.2 846.2 845.9
845.5 845.5 845.3 845.1 845.0
845.1
844.7
844.5 845.0
844.7 844.2
844.3844.6
844.9 844.3
845.4 844.5
844.9845.9
846.7
844.3
844.9 846.3
845.5
841.3
H.P.> o o o> o o o> o o o> o o o> o o o> o o o845.5
845.3
843.5
846.2 845.8 846.4 847.0 846.9 846.3 845.7 845.2 845.7 844.9 843.8846.1
H.P.
845.5 844.9844.2
1 00 L.F. SW
A
L
E
@ 1.80%165 L.F. SWALE @ 1.46%232 L.F. SWALE @ 0.84%
276 L.F. SWALE @ 0.85%> o o o > o o o > o o o > o o o > o o o5' SIDEWALK5' B.L.5' B.L.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.40' SETBACK
MADELYN DRIVE (Private) STEINBECK PLACE
(Private)
STEINBECK PLACE
(Private) ASTOR LANE(Private)LAGERFIELD DRIVE
(Public) TEMPLETON DRIVE(Public)MADELYN(Private)VALENTINE DRIVE(Private)31'
D.U.&S.S.E.VA LE NTINEDRIVE(Private) 5' SIDEWALK
5' SIDEWALK
5' SIDEWALK5' SIDEWALK
5' SIDEWALK
5' SIDEWALK5' SIDEWALK 5' SIDEWALK
5' SIDEWALK
5 ' SI D E WAL K5' SIDEWALK
5' S
ID
E
W
A
L
K
5 ' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK
21' I.E.E.
B-B
31'
D.U.&S.S.E.
36'
D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.31'
D.U.&S.S.E.
21' I.E.E.
B-B 21' I.E.E.B-B21 ' I.E.E.B-B21' I.E.E.
B-B
21 ' I .E .E.
B-B
21' I.E.E.B-B×
×
× ×
× ×
×
× ×
×
×
× ×
W
W
W
W
W
W
W WWWW WW W W WWW WWWW WWWWW845.0
M.E.
845.2
M.E.844.6H.P.> o o o > o o o > o o o > o o o> o o o> o o o79 L.F. SWALE @ 1.23%217 L.F. SWALE @ 1.00%
842.3
MANHOLE 487A TO BE
TIED INTO EX. PIPE 8438428418408398388378365' SIDEWALK 5' SIDEWALK
5' SIDEWALK 5' SIDEWALK
5' SIDEWALK
SEE AMENITY AREA PLAN C204
FOR SIDEWALK CONNECTION.
W W
×
845.3 845.2
21' I.E.E.
B-B
20'
B-B
20'
(TYP.)9'(TYP.)20'(TYP.)9'(TY
P.)
20'(TYP.
)9 '(TYP.)30'B-B8'(TYP.)8'(TYP.)20'(TYP.)9'
(TYP.)> o o o> o o o>
SECTION 3
SECTION 2
SECTION 3
SECTION 2
469A
474
476
475
481
477
487A
478
479
482
483
472B
472A
435A
436A
485
486
487
469
488
486A
488A
489
484
488B
485A
485B
462
478A
16
17
18
19
T.C.=844.69
T.C.=844.05
T.C.=846.02
T.C.=845.65
T.C.=843.00
T.C.=842.80
845.3
M.E.
843.3
845.1845.0
5' SIDEWALKSF SFSFSF SFSF
SFSF SF SF SF
SF SF SF SF
SFSF SFSF
SF SFSFSF
SF
SF
SF
SFSF SF
SFSFSFSFSFSFSFSFSF SF SFSFSF SF SFS
F
S
F
S
F
S
F
SFSFSFSFSF
ÜSF SFSF SF SF SFSF SF SFSFSFSF SF SF SF SF SFSFSF
S
F
S
F
SF
SFSFSFSFSFSFSF SF SF SFSFSFSF SFSFSFSF SF SF SF SF SF SF SF SF SF SFSFSFSF SF SF SF SFSF SFSF SFSF SFSFSFSFSFSFSFSFSFSFSF SFSF SF SFS
F
SF SF SF SF SF SFPOOL
(1,050 sq.ft.)BATHHOUSEPICNIC
AREA
MULCH
PLAYGROUND
AREA
BI
KE
SHA
RE
EA
S
E
M
E
N
T
CONNECT TO
EXISTING
SIDEWALK FFE844.0×
C.O.
8 38
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
0+00
0+22 438A
22 L.F. 12" HDPE @ 1 .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: 317.849.5942TEMP. STORM WATER POLL. & PREV. PLANC303
1" = 50 FT
LEGEND
Denotes Silt Fence
Denotes Construction Limits
Temporary "Coconut Fiber Mat" or
Below Grade " Drop Inlet Protection Basket"
Temporary "Drop Inlet Protection Basket", "Sediment Control Devices"
ÜA9. Specific Points Where Stormwater Discharge Will Leave this Site:
This site will discharge to proposed lake and outlet to existing ditch,
ultimately to Cool Creek.
SF SF SF
65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIP HAMILTON COUNTY, INDIANA03/20/2019DP
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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\C300 Erosion Control Plan.dwg - C303Modified / By: September 29, 2020 8:57:03 AM / dmetzPlotted / By: October 6, 2020 8:59:08 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 FOR EROSION CONTROL ONLY.
THIS SHEET TO BE USED
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
TIM BERRY
PHONE: (317) 564-7301
NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT.
ANY DISCHARGE OF CONTAMINATED WATER DUE TO
DEWATERING SHALL OUTLET THROUGH EXISTING
VEGETATION OR FILTER BAGS THAT WILL NOT
ADVERSELY IMPACT STORM WATER QUALITY.
NOTE:
1. ANY ADDITIONAL EROSION CONTROL MEASURES MAY BE
REQUIRED IN THE FIELD BY THE INSPECTOR.
2. IF SITE REMAINS INACTIVE FOR A PERIOD OF 2 WEEKS, THEN
STABILIZATION IS REQUIRED TO TAKE PLACE IN THE FORM OF
TEMPORARY SEEDING, MULCH, OR SPRAY ON POLYMER.
3. CONTRACTOR TO STAY WITHIN CONSTRUCTION LIMITS TO
MAINTAIN VEGETATIVE BUFFER AREAS.
12/04/20