HomeMy WebLinkAboutC300 Storm Water Poll. & Prev. Plan-C300P.W.P.
P.W.P.
P.W.P.
P.W.P.P.W.P.S00°20'13"W 2631.74'E. LINE, SE. 1/4, SEC. 34, T.18N., R.3E.TC=860.88'
IE N. 18" PVC=839.99'
IE S. 18" PVC=839.91'
TC=857.24'
IE N. & S. 18" PVC=838.99'
IE 12" CMP=855.77'IE 12" CMP=855.94'
FOUND REBAR W/ CAP
STAMPED "WEIHE"
0.3' N. & 24.8' W. OF COR.ASPHALTCLARI
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12'11'88.0'9'WOODED
AREA SPRING MILL ROAD(PUBLIC - VARIABLE R/W)21.0' PAVEMENT WIDTH
CULTIVATED
FIELD ASPHALTASPHALTONE STORY
WOOD FRAME &
LIMESTONE HOUSE
WOOD
SHED
WOOD
SHED 860.81860.81860.57
T.P.860.60860.88860.54860.84860.12860.33859.49859.69858.75858.23858.34858.00857.84857.76857.93
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HAMLET DRIVEOTTO LANEEX. MH. #JG839
T.C.=855.69
8" S.D.R. 35 P.V.C N
INV.=844.18
8" S.D.R. 35 P.V.C E
INV.=844.08
EX. MH. #JG838
T.C.=857.74
8" S.D.R. 35 P.V.C W
INV.=842.47
8" S.D.R. 35 P.V.C N
INV.=842.37
EX. MH. #JG840
T.C.=856.93
8" S.D.R. 35 P.V.C N
INV.=845.73
8" S.D.R. 35 P.V.C W
INV.=845.81
8" S.D.R. 35 P.V.C S
INV.=845.63
EX. MH. #JG847
T.C.=857.31
8" S.D.R. 35 P.V.C W
INV.=847.53
8" S.D.R. 35 P.V.C S
INV.=847.33
10' B.L.
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.L.10' U.E.30' R.D.E.&U.E.15' D.&U.E.15' D.&U.E.30' R.D.E.10' D
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10' D&U.E.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.SEA BIRD WA
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HAMLET BMP
DRY
DETENTION
BASIN
2 YEAR=852.14
10 YEAR=853.10
100 YEAR=854.63
TOP OF BANK=854.8
EX. MH. #JG837
T.C.=857.18
ADJUST TC=858.10
8" S.D.R. 35 P.V.C S
INV.=841.28
10" S.D.R. 35 P.V.C E
INV.=841.08 EX. 10' PATHEX. 10' PATH854.85854.40
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EX. 50' 1/2 R/W
EX. 58' R/W50' R/W
CONSTRUCTION
DUMPSTER
CONCRETE
WASH OUT
AREA
FUEL OIL TAN
(DOUBLE WALL)
PORT-O-LET
EARTHWORK CONTRACTOR
SHALL INSTALL 20' x 150'
MIN. STONE ACCESS DRIVE
PRIOR TO CONSTRUCTION.
POSTING
SIGN
LOCATION DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY 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: 317.849.5942INTIAL STORM WATER POLL. & PREV. PLANC300
40'20'40'0
1" = 40 FT
60160HAM-S2THE HAMLET at JACKSONS GRANTADG BAH CARMELHAMILTON COUNTY, INDIANA01/16/19DP
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HVADIRJ .ADNINAI EEG NIRENOILA NS
FEPRO STATE OF
S
SECTION 2File Name:S:\60160HAM-S2\DWG\C300 Storm Water Poll. & Prev. Plan.dwg - C300Modified / By:July 1, 2019 1:53:36 PM / kmitchellPlotted / By:July 1, 2019 2:10:54 PM / Kenny Mitchell03/12/19JAWREVISED PER TAC COMMENTSAPPROVAL PENDING - NOT FOR CONSTRUCTION07/01/19KJJMMOVED SANITARY STRUCTURE #JGH202PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
DOUG WAGNER
PHONE: (317) 770-1818
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
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.
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&C301. 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 C304.
4.After the maintenance and refueling area is constructed, the contractor shall construct the concrete washout area per the
specifications on Sheet C304. 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-C302. The details and
specifications for silt fence installation are located on Sheet C304.
6.The contractor shall protect all existing inlets with drop inlet protection baskets and/or fiber mats as shown on Sheet
C300-C302. The details and specifications for the drop inlet baskets and fiber mats on Sheet C304.
7.When the “existing” site/construction limits are completely stabilized, 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-C201.
8.Contractor shall cut proposed swales.
9.Upon completion of swales the contractor shall install the proposed erosion control blanket in all swales as shown on Sheet
C302. The details and specifications for the erosion control blanket can be found on Sheet C305.
10.The proposed storm sewer and sanitary sewer shall be installed concurrently with each other when crossings are
encountered.
11.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.
12.Contractor shall install all concrete curb.
13.Contractor shall install water main. The trench area shall be seeded and mulched immediately following the installation of
the water main.
14.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.
15.Contractor shall install all asphalt pavement.
16.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 C302. The seed mixture and rate can be found on Sheet C304.
17.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.
18.The post-construction erosion control practices then become the responsibility of the developer of this project.
19.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.
20.The O&M Manual for this project will have to be transferred to the HOA before the NOT can be released for this project.