HomeMy WebLinkAboutC300 Erosion Control Plan-C302SA3 N RIMSA3 N
RI
M
SA3 N
RI
M
SAND
TRAPS
SAND
TRAPS
SAND
TRAP855853854853853
8
5
2 851849
852 852 85085085084984884784
5
851851852852852853853847
847847
848849T.P.
T.P.SA3 N
RI
M T.P.
T.P.
R40
R20X3R24
R3 0 R18
R3 0R20R2 4
R24R24
X2
R36R12
X2 R48R24_PINER18_PI
NER8X5_MAPLER6
R8X4R6X6R6X2R8R8X2R8X2R6C LUSTE
R
R6C LUSTE
R
R24MOHAWK WB LLC
*
*
**
**
12"x8"
TEE
TEMP. HYDRANT
TEMP. HYDRANT
8" VALVE 12" D.I.HYDRANT
HYDRANT
HYDRANT
8" VALVE
East City Center Drive
Kinzer AvenueEast Auman DriveEX. 10' ASPHALT PATH
EX. 10' ASPHALT PATHEX. 5' SIDEWALKEX. 10' BIKE LANEEX. 5' SIDEWALKEX. 10' BIKE LANEEX. 5' SIDEWALKEX. 10' BIKE LANE64
65
67
68
69
Lot 90
70
71
72
73
74
EX. 4' MH #807
T.C.=849.59
8" S.D.R. 35 P.V.C S
INV.=841.92
EX. 4' MH #806
EX. MANHOLE #414A
T.C.=850.92
15" R.C.P. S
INV.=844.19
12" R.C.P. N
INV.=844.29
12" R.C.P. W
INV.=845.64
EX. CURB INLET #418
T.C.=851.00
12" R.C.P. S
INV.=846.81
EX. CURB INLET #417
T.C.=851.23
12" R.C.P. N
INV.=846.49
12" R.C.P. E
INV.=846.39
EX. CURB INLET #420
T.C.=849.53
12" R.C.P. E
INV.=845.56
EX. CURB INLET #419
T.C.=849.71
12" R.C.P. W
INV.=845.34
12" R.C.P. S
INV.=845.24
EX. CURB INLET #459
T.C.=849.02
12" R.C.P. SW
INV.=845.10
EX. MANHOLE #414
T.C.=848.72
15" R.C.P. N
INV.=843.50
15" R.C.P. S
INV.=843.40
12" R.C.P. W
INV.=843.80
EX. CURB INLET #416
T.C.=848.58
12" R.C.P. E
INV.=844.48
EX. CURB INLET #415
T.C.=848.63
12" R.C.P. W
INV.=844.00
12" R.C.P. E
INV.=843.90
EX. CURB INLET #458
T.C.=848.32
12" R.C.P. NE
INV.=844.35
12" R.C.P. W
INV.=844.25
EX. CURB INLET #456
T.C.=847.87
12" R.C.P. E
INV.=843.11
24" R.C.P. S
INV.=841.34
24" R.C.P. N
INV.=841.44
EX. CURB INLET #457
T.C.=847.83
24" R.C.P. S
INV.=841.97
EX. CURB INLET #426
T.C.=845.78
15" R.C.P. E
INV.=840.46
18" R.C.P. SE
INV.=840.36
EX. CURB INLET #413
T.C.=845.74
15" R.C.P. N
INV.=840.90
15" R.C.P. W
INV.=840.80
EX. MANHOLE #453
T.C.=844.67
24" R.C.P. N
INV.=839.80
27" R.C.P. S
INV.=839.70
12" R.C.P. E
INV.=839.80
EX. CURB INLET #454
T.C.=844.89
12" R.C.P. W
INV.=840.38
SF S
F
SFSFSFTEMP. SOIL
STOCKPILE BLOCK "F" 13,929 sq.ft.BLOCK "G"7,400 sq.ft.67
68
69
70
71
72
73
74
North Li ne, N.W. 1/4, Sec.31-T18N-R4E
N.E. Cor., N.W.1/4
Sec. 3 1-T1 8N-R4 E
Found Ha rris o n Mon u..
per H.C.S . Ti e s
Auman Drive East67
68
69
70
71
72
73
74
67
68
69
70
71
72
73
74
W W W W W W W W
WW W W W W W W W W W W W W W W W W W W WWW W W WW W W W W W W
W W W W W W W W W10' ASPHALT PATH10' ASPHALT PATH10' ASPHALT PATH10' ASPHALT PATH 10' ASPHALT PATH SEE INTERSECTION DETAILS
FOR ELEVATIONS AND
SLOPE DIRECTION OF PATH
SEE INTERSECTION DETAILS
FOR ELEVATIONS AND
SLOPE DIRECTION OF PATH
SEE INTERSECTION DETAILS
FOR ELEVATIONS AND
SLOPE DIRECTION OF PATH SD
822 820
821
819
817
807
816
812
143
846.1
144
165
845.5
164
846.0
163
846.5
162
847.0
161
847.5
160
848.0
159
848.4
158
848.9
157
848.6
147
846.9
145
847.8
146
851.0
148
852.3
149
853.6
150
854.6
221
850.2
156
850.9
155
851.6
154
852.4
153
853.1
152
853.8
151
854.3
222
854.1
223
854.0
224
853.8
225
853.6
226
854.0
219
854.2
220
849.9
178
849.9
177
850.1
176
850.3
175
850.4
174
850.6
173
850.8
172
851.0
171
851.2
170
851.4
169
851.4
168
853.4
236853.3
235
853.5
234
853.8
233
853.9
232
854.1
231
854.1
230
853.4
216
853.4
217
853.6
218
853.1
229
853.2
228
853.4
227
848.9
850.1
179 182-
850.6
183 186-
851.1
187 189-
851.5
190193-
851.6
239
851.6
238
851.9
237
852.4
194 196-
852.4
197 200-
853.1
201 203-
855.0
213 215-
854.6
210212-
853.6
204 206-
844.9845.9
845.3846.4
846.8 845.7
846.1847.3
847.8 846.6
847.1848.3
848.8 847.6
848.0849.2
848.3
847.7
849.8848.6
848.9
847.2 848.1
847.0
846.8
850.1849.9
851.2 850.6
851.0852.0
852.7 851.3
851.6853.4
854.1 851.9
854.6 852.3
854.7 852.5
854.5 852.6
854.3 852.8
854.1 853.0
853.4
853.9
853.5 854.5
854.2 853.6
853.4 854.8
854.9854.7
849.2
849.6
850.8
851.5
852.0
852.1
847.2
846.3
851.3850.8
852.1 852.5
853.8853.4
854.3 854.2
853.6 853.9
853.1 853.7
854.5 854.0
847.7
849.6
849.2
849.4
851.4
849.4
849.8
850.4
850.5
850.7
850.9
851.1
851.3
851.5
851.7
851.8
851.8
853.2
852.9
852.7
852.4
851.8
851.9
851.7
850.8
850.5
850.2
849.9 851.7851.9
853.3
852.9
852.6
852.3
852.1
852.4
851.8
852.6 851.0
851.7
851.2
853.3
852.1
853.8
853.8853.9
853.4
854.5
854.5854.6
854.9855.3
854.5 854.8
855.7
853.6 854.0
853.8 853.4
853.3
853.1
853.6
853.4
853.4 852.8
853.5 854.0 853.8 853.6 853.4 853.2
852.3 852.6
854.6 854.4 854.3 854.1 853.8 853.6
852.5
M.E.853.4
M.E.
853.2
M.E.
852.3
M.E.
853.3
M.E.
853.4
207 209-> o o o > o o o> o o o> o o o > o o o5' SIDEWALK
5' SIDEWALK
5' SIDEWALK 5' SIDEWALK
5' SIDEWALK
5' SIDEWALK5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 10' PATH5' B.L.5' B.L.5' B.L. 5' B.L. 5' B.L. 5' B.L. 5' B.L. 5' B.L. 5' B.L. 5' B.L.5' B.L.5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E. 5' B.L. & U.E. 5' B.L. & U.E. 5' B.L. & U.E. 5' B.L. & U.E.40' SETBACK CROSSWALK
VAR. D.U.S.
&L.M.A.E.
VAR. D.U.S.
&L.M.A.E.
VAR. D.U.S.
&L.M.A.E.&
P.A.E.5' D.&U.E.GILDER DRIVE
(Private)ASTOR LANE(Private)MADELYN DRIVE(Private)BARRYMORE DRIVE
(Public)MADELYN DRIVE (Private) TEMPLETON DRIVE(Public)TEMPLETON DRIVE(Public)MADELYN DRIVE (Private) TEMPLETON DRIVE(Public) POWELL WAY
(Private)MADELYN DRIVE (Private) DRIVE TEMPLETON DRIVE(Public)MADELYN DRIVE (Private) ASTOR LANE(Private)ASTOR LANE(Private)91.5' R/W50' R/W5' SIDEWALK 5' SIDEWALK
5' SIDEWALK 5' SIDEWALK
45.75' R/W EX. 45.75' HALF R/W
91.5' R/W
91.5' R/W5' SIDEWALK5' SIDEWALK
5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
31'
D.U.&S.S.E.
31'
D.U.&S.S.E.
31'
D.U.&S.S.E.31' 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-B21' I.E.E.
B-B
21' I.E.E.
B-B
20' I.E.E.
B-B
21' I.E.E.
B-B
21' I.E.E.B-B21' I.E.E.
B-B
21' I.E.E.
B-B
×
×
× × ××
× × × ×
×
×
× ×
× ×
×
×
× ×
×
×
× ×
× ×
× ×
× ×
847.3
M.E.
846.6
853.2
852.6
107 L.F. SWALE @ 1.00% 107 L.F. SWALE @ 1.00%818
5' SIDEWALK
5' SIDEWALK
SIDEWALK ADJACENT TO
CURB. SEE DETAIL C802 50' R/W8'
(TYP.)22'(TYP.)20'
B-B
20'
B-B
20'
B-B
20'
B-B
20'
B-B 20'
B-B
20'
B-B
20'
B-B20'B-B30'B-B50' R/W30'B-B20'B-B20'(TYP.)9'
(TYP.)
20'
(TYP.)9'(TYP.)9'
(TYP.) 20'(TYP.)9'
(TYP.)
8'
(TYP.) 8'(TYP.)8'(TYP.)8'
(TYP.)22'(TYP.)8'(TYP.)5' B.L. & U.E.5' B.L. & U.E.
5' B.L. & U.E. 5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E.SECTION 4
SECTION 3
SECTION 4
SECTION 3
510
509
507
504
506 503
513 508 514
502A
498
497
511
517
499
496
502B
518
502
417
512
501 495
500
493
492
457
491
453494
502C 5' B.L. 5' B.L. 5' B.L. 5' B.L. 5' B.L. T.C.=847.71
T.C.=854.67
T.C.=853.57
T.C.=854.99 T.C.=853.60
T.C.=853.11
T.C.=852.14
5' SIDEWALK5' SIDEWALKSF SF SF SF SFSF SF SFSF SF SF SFSF SF SF SFSFSFSF SFSFSFSF SFSF SF SF
SFSF SFSF SF SF SF SF SF SF SF
S
F
S
F
SF SFSF SF SF SFSFSFSFSFSFSFSF SFSFSF SFSF SFSF
SF SF SF SF
SF
SF
S
F
SFSFSF SFEARTHWORK CONTRACTOR
SHALL INSTALL 20' x 150'
MIN. STONE ACCESS DRIVE
PRIOR TO CONSTRUCTION
POSTING SIGN
LOCATION
CONCRETE
WASHOUT AREA
CONSTRUCTION
DUMPSTER
FUEL OIL TANK
(DOUBLE WALL)
PORT-O-LET
SF SFSFSF SF SF SF SF SF SF SF SFSF SF SF SF SF SFSF SFSF SF SF
SF SF SF SF SF SF SF SFSF SF S FSFSF
SF SF SF SF SF SFSF SF SF SF SF SF SF SF S
F
SF SF SF SF SFSFSF SF SF SF SF SF SF SFSF SF SF SF SF SF SF SFSF SFSF SF SF SF SF SFSFSFSF SF SFSFSFSF SF SF SF SF SF SFSFSFSFSFSFSF SF SF SF SF SF SF
SFSFSF SF SF SF SF SF SF SFSF SF SF SFSF SFSFSF SF SF SFSFSF SF SF SF8
3
9
838835834SA3 N RIMSA3 N
RI
M
SA3 N
RI
M
T.P.SA3 N RIM833.65833.84835.30835.00T.P.833.02833.22 SA3 N RIM832.38832.56SA3 N RIMC.O. SA4
C.O. SA4 T.P.
C.O. SA4TV.P.
R4R18
TV.P.SA3 N
RI
M
R18R1 8R1 2R12
R4R4 R4R 4
R20
X3
T.P.R4R4C.O.SA4C.O.SA4
T.P.
T.P.
C.O.SA4R4EX. 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
8
4
0
GOLFVIEW DRIVE
SAND
TRAPS
Dr ive 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
ND
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
SA3 N RIMC.A.#9
714 sq.ft. 841.2
88
841.2
87
841.5
86
841.5
842.2
841.5
840.6
841.8
842.1
842.2
842.2
5' SIDEWALK5' SIDEWALK10' BIKE LANEKINZER AVENUE(Public)KINZER AVENUE(Public)5' SIDEWALK5' SIDEWALK10' BIKE LANE5' SI DEWA
L
K5' SIDEWALK5' SIDEWALK
W
W
W
W
W W WW WSEE 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
C
U
T
SWALE - 687 L.F. 6" S.S.D.@ 0.38%488
488A
488B
523
522
521
520
462
526
525 524
527
529
528
SFSFSFSF SF SF SFSF SF SFSFSF SFSFSFSF SFSFSF SFSFSFSF
SFSF SFSFSFSFSFSFSFSF SF SF SFSFSFSF SF SF SF SFSFSFSFSFSFSF SF SF SFDATE 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. PLANC302
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
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\C300 Erosion Control Plan.dwg - C302Modified / By: September 29, 2020 8:57:03 AM / dmetzPlotted / By: October 6, 2020 8:58:52 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.
Denotes temporary seeding & mulching.
Seeding rate:
Seeding mixture:
50#/acre
100% perennial rye
12/04/20