HomeMy WebLinkAboutC4.0.SWPPPYbvA
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PROPOSED BUILDING
22,440 SF ±
54 ON-SITE SPACES
13 STREET SPACES
R/WR/WR/W
FFE =906.90±NO PARKINGPICK-UPCONCRETE WASHOUT BMP
LINED ROLLOFF CONTAINER
OR SEE DETAIL 04/C4.1CONTRACTOR RESPONSIBLE TO KEEP ROAD & PARKINGSPACES FREE OF DUST/DEBRIS/MUD AT ALL TIMESCONSTRUCTION LIMITS TO MATCH
SOUTH PROPERTY/FENCE LINE
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SWPP & PERMIT
POSTING
INFORMATION
V
POST-CONSTRUCTION
BMP - 5' Ø FIRST DEFENSE
HC SWQU
ANCHORED PORT-O-LET LOCATION
50' MIN. FROM STORM INLETS
PRIMARY CONSTRUCTION ENTRANCE
PER DETAIL 03/C4.1
TEMP ALTERNATE
CONSTRUCTION ENTRANCE
HARLESTON STREET
PETIGRU STREETCONTRACTOR RESPONSIBLE TO KEEP ROAD & PARKINGSPACES FREE OF DUST/DEBRIS/MUD AT ALL TIMESCONTRACTOR RESPONSIBLE TO KEEP ROAD & PARKING
SPACES FREE OF DUST/DEBRIS/MUD AT ALL TIMES
NO
CONSTRUCTION
TRAFFIC
NO
CONSTRUCTION
TRAFFICCONTRACT
OR RESPONSIBLE T
O KEEP ROAD & PARKIN
G
SPACES FREE OF DUST/DEBRIS/
MUD AT ALL TI
MES
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LALA
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LALALA
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DASHED LINE DENOTES
CONSTRUCTION LIMITS (1.44± ACRES)
LALA
05/15/2024
GENERAL NOTES
CONTRACTOR TO KEEP EXISTING PAVEMENT SURROUNDING THE SITE (I.E.
HARLESTON & PETTIGRU) "BROOM CLEAN" AND FREE OF SOIL OR
AGGREGATE THAT MIGHT BE BROUGHT OFF-SITE.
DEPENDING ON THE CONSTRUCTION SEASON, MOISTURE CONTENT AND
PROPERTIES OF THE SOILS ON SITE, CHEMICAL MODIFICATIONS AND/OR LIME
STABILIZATION MAY BE REQUIRED. SEE SHEET C9.0 FOR SPECIFICATIONS.
ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBER GASKET
CONFORMING TO ASTM C 443
CONTRACTOR (NOT THE PROJECT SITE OWNER) WILL BE RESPONSIBLE FOR
THE DISPOSAL OF ANY SOIL, MATERIALS, ETC. NO OFF-SITE BORROWS OR
STOCKPILES WILL BE NEEDED FOR THIS PROJECT.
CONTRACTOR NOTE
NO EARTH DISTURBING ACTIVITY MAY
COMMENCE WITHOUT AN APPROVED STORM
WATER MANAGEMENT PERMIT.
DEVELOPMENT SUMMARY
TOTAL SITE AREA = 1.21 ACRES +/-
TOTAL DISTURBED AREA = 1.44 ACRES +/-
GENERAL NOTES
ADDITIONAL EROSION CONTROL
MEASURES MAY BE REQUIRED IN
THE FIELD BY THE INSPECTOR
MULCHING NOTE
FERTILIZER NOTE
SEEDING NOTE
1. EROSION CONTROL PLAN MUST BE EXECUTED
BEFORE COMMENCING WITH CONSTRUCTION.
2. ALL EROSION CONTROL MATERIAL NEEDS TO
BE APPROVED BY THE CITY INSPECTORS PRIOR
TO INSTALLATION.
EROSION CONTROL NOTES
SCALE: 1" = 100'
SOILS MAP
CONTROL CONTACT:
EROSION
SOILS DESCRIPTIONS & LIMITATIONS
EROSION CONTROL NOTES
SILT SOCK SPECIFICATION
Size :8” diameter
Definition:
A silt sock is a tubular-shaped material comprised of a fabric exterior filled
with wood chips or compost. The material used in the sock is an
environmentally safe material. The silt sock fabric comes in rolls of 600 –
1000 feet.
The silt sock is typically laid on the top of the ground along the down-slope
areas and along side-slope areas as required to contain & reduce erosion.
The silt sock is either lapped or butted at the ends to create a continuous line
of defense. Staking the sock is not usually required. The first water to contact
the sock is absorbed “staking” the sock in place by its weight alone. In
greater sloped areas the sock may be secured in place by stakes or other
supports.
Care and Maintenance
The following silt sock conditions require maintenance:
··Deformation due to drive-over or dragging. Action required: Re-contour
by hand if applicable. If not, see applicable repair methods below.
··Sock rolling due to hydraulic force. Action required: Reposition and stake.
··Loss of ground contact. Action required: Fill in depressions and
back-grout with chips from damaged section.
··Sediment accumulation of ½ sock height. Action required: Remove by
hand or install a second row of sock positioned on top of or up slope of
the original sock
The following silt sock conditions require repair:
··Holes, rips or tears of the sock. Action required: Small holes or narrow
rips shorter than 12 inches may be stitched closed using plastic zip-ties.
Tears longer than 12 inches require the sock be replaced.
··Pinch or localized diameter reduction of more than ½ the original
diameter. Action required: Install new section of sock upslope of the
damaged section.
PROJECT NUMBER
DRAWING NUMBER
SHEET OF
SCALE:
DATE:
DWN BY:
CHKD. BY:CIVIL SITE GROUP, INC.GROUP, INC.PROF
E
SS
ION A L E NG INEERIND
IA NA
PE10910647
STATE OF
-oNREGIS TER
E
DBR IA N S CR
O
SSACG.065
C4.0INDIANAPOLIS, INDIANA 46225425 W SOUTH STREET, STE 100ALDERSON COMMERCIAL GROUP, INC.STORMWATER POLLUTION PREVENTION PLANROBEY SURGERY CENTER & CLINICSE CORNER OF HARLESTON ST & PETIGRU DRCARMEL, IN 46033REVISION RECORD
FLOOD NOTE
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LEGEND:
CHRIS HOFFEE
ALDERSON COMMERCIAL GROUP, INC.
425 W. SOUTH STREET, STE. 100
INDIANAPOLIS, INDIANA 46225
(317) 889-3800
TOPOGRAPHIC & BOUNDARY NOTE PRELI
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