HomeMy WebLinkAboutC300 Erosion Control Plan-C301T.P.
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TV.P.Golfview DriveAPARTMENT BUILDINGAPARTMENT BUILDINGELECTRIC
BOX
APARTMENT BUILDING
SAND
TRAP
848
84985085185184784884
3
842
84684784
7
847847
847847 84784884884884884984984
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
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836840838835834840849
T.P.
T.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
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*
*
*
*
*
**
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
83
8
83
9
841
842
83
5
8
3
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
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E
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BU
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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
EX. 5' S IDEWALK
EX . 5 ' SIDEWA
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
10' BIKE LANESFSFSFSF SFSF
SFSF SF SF SF
SF SF SF SF
SFSFSFSF
SF SFSFSF
SF
SF
SF
SFSF SF
SFSFSFSFSFSFSFSFSF SF SFSFSF SF SFS
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SFSFSFSFSF 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: 317.849.5942INITIAL STORM WATER POLL. & PREV.PLANC301
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"
SF SF SF
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\C300 Erosion Control Plan.dwg - C301Modified / By: September 29, 2020 8:57:03 AM / dmetzPlotted / By: October 6, 2020 8:58:25 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
9.) GENERAL CONSTRUCTION SEQUENCE
1. The contractor shall schedule a Pre-construction meeting with the City of Carmel prior to any constructing on
the site being started. The contractor and/or developer shall notify IDEM and the City of Carmel 48 hours
prior to start of construction.
2. Following the required pre-construction meeting the contractor shall construct the “posting information
center” on the Northeast side of the proposed construction entrance. The location of the posting information
center is shown on Sheet C300 & C302. The posting information center is the location where a copy of the
approved IDEM Rule 5 Permit, Approved SWPP Plan, signed O&M Manual and Maintenance Logs are to be
located. The contractor shall proceed to construct the construction entrance after all posting requirements
have been met.
3. Immediately following the installation of the construction entrance, the contractor shall construct the
maintenance and refueling area. Please refer to the maintenance and refueling area detail on Sheet C307.
4. After the maintenance and refueling area is constructed, the contractor shall construct the concrete washout
area per the specifications on Sheet C307. Concrete washout shall not be required if concrete truck is
equipped with self-contained chute system, similar to system provided by Enviroguard, or approved equal.
5. Prior to any earth moving the contractor shall install all silt fence as shown on Sheet C300 - C305. The
details and specifications for silt fence installation are located on Sheet C307.
6. The contractor shall protect all existing inlets with drop inlet protection baskets and fiber mats as shown on
Sheet C300 - C303. The details and specifications for the drop inlet baskets and fiber mats on Sheet C307.
7. When the “existing” site/construction limits are completely stabilized, the contractor shall start stripping the
existing top soil within the construction limits.
9. The contractor shall proceed to grade the site. The material to grade the site shall be excavated per the
proposed cut & fills as shown on Sheet C200 - C202, & C204.
10. The Contractor shall install the proposed erosion control blanket in all swales as shown on Sheet C304 &
C305. The details and specifications for the erosion control blanket can be found on Sheet C308.
11. Contractor shall excavate around the existing sanitary manholes #805 & #807 and expose the proposed
connection point for the gravity sanitary sewer for this project.
12. The proposed storm sewer and sanitary sewer shall be installed concurrently with each other when crossings
are encountered.
13. Contractor shall install water main. The trench area shall be seeded and mulched immediately following the
installation of the water main.
14. The contractor shall prepare the sub-grade for the proposed road system. If lime stabilization is the method
chosen, dust shall be kept to a minimum. Dust shall be removed from the construction vehicles prior to
leaving the site.
15. Contractor shall install all concrete roll curb.
16. Contractor shall install all asphalt pavement.
17. Contractor shall have all other appropriate utilities installed. It is ultimately the responsibility of the
contractor to ensure that the trench area is seeded and mulched immediately following the installation of each
utility.
18. The contractor shall permanent seed all areas between the back of curb and the constructed pads and all other
areas that are illustrated on Sheets C304 & C305. The seed mixture and rate can be found on Sheet C304 &
C305.
19. The contractor shall schedule a site inspection with the City of Carmel to ensure that the site is stabilized.
After the inspector approves the site conditions the contractor shall remove all temporary erosion control
practices.
20. The post-construction erosion control practices then become the responsibility of the developer of this
project.
21. The developer of this project shall continue to monitor this site for good house keeping on the
post-construction BMP's until a NOT is filed with IDEM.
12/04/20