HomeMy WebLinkAbout07050001 Westmont Sec. 1, Large Plan pg. 05r•1
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THIS SHEET TO BE USED
FOR EROSION CONTROL ONLY.
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
KENNETH R. BRASSEUR
PLATINUM PROPERTIES L.L.C.
PHONE: (317) 818-2900
Denotes Construction Limits
SF Denotes Silt Fence
A9. Specific Points Where Stormwater Discharge Will Leave this Site:
An outlet pipe in Pond #1 and the Existing Pond.
Temporary "Coconut Fiber Mat" or
Below Grade "Drop Inlet Protection Basket"
0 Temporary 'Drop Inlet Protection Basket "Sediment Control Devices
Q SNOUT hood to be installed.
CONFIGURATION DETAIL
1' PVC ANTI.SIPHON
PIPE ADAPTER
REMOVABLE
f \CCE33 PO
I
Iu4OUN11N0 FLAN GE 4
OUTLET PIPE (HIDDEN)
FRONT VIEW SIDE VIEW
SNOUT OIL WATER DEBRIS SEPARATOR
1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES SHALL BE
AS MANUFACTURED BY:
BEST MANAGEMENT PRODUCTS, INC.
53 MT, ARCHER RD.
LYME, CT 06371
(860) 434 -0277, (860) 4344195 FAX
TOLL FREE: (800) 504 -8008 OR (888) 354 -7585
WEB SITE: www.tlastmp.com
OR PRE APPROVED EQUAL
2. ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN COMPOSITE WITH
ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125' LAMINATE THICKNESS,
3. ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT, A MOUNTING FLANGE,
AND AN ANTI -SIPHON VENT AS DRAWN. (SEE CONFIGURATION DETAIL)
4, THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE SIZE AS
PER MANUFACTURER'S RECOMMENDATION.
6. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A DISTANCE EQUAL TO 112 THE
OUTLET PIPE DIAMETER WITH A MINIMUM DISTANCE OF 6 FOR PIPES <12' ID.
6. THE ANTI SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3' AND A MAXIMUM OF
24' ACCORDING TO STRUCTURE CONFIGURATION.
7. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE FINISHED
SMOOTH AND FREE OF LOOSE MATERIAL.
8. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH 318' STAINLESS
STEEL BOLTS AND OIL RESISTANT GASKET AS SUPPLIED BY MANUFACTURER. I(SEE
INSTALLATION DETAIL)
9. INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER SUPPLIED
INSTALLATION KIT.
INSTALLATION KIT SHALL INCLUDE:
A. INSTALLATION INSTRUCTIONS
B. PVC ANTI SIPHON VENT PIPE AND ADAPTER
C. OIL RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING
D. 318' STAINLESS STEEL BOLTS
E. ANCHOR SHIELDS
US Patent 6126817
The following is a list in sequence of construction
activities to control soil erosion:
Seedbed Preparation for Permanent Seeding
1. The contractor shall schedule a Pre construction
10.Additional seeding and erosion control measures
meeting with the City of Carmel prior to any
may be required during construction as specified
1. Test soil to determine pH and nutrient levels.
construction on the site being started. Contractor
by Engineer or City of Carmel. Payment for
(Contact you county SWCD or Cooperative Extension
office for assistance and soils information, including
and /or Developer to notify IDEM and City of Carmel
additional erosion control measures shall be at the
available testing services.)
48 hours prior to construction beginning.
contractor expense. Payment for additional
2. The construction entrance installed.
rip —rap (not shown on plans) and seeding shall be
2. If soil pH is unsuitable for the species to be
3.Maintenance and Refueling area constructed
paid for on a unit basis.
seeded, apply lime according to test recommendations.
4. Posting information area shall be constructed. All
11. Contractor shall install all sanitary sewers, storm
3. Fertilize as recommended by the soil test. If testing
items, as outlined in the in the O &M manual for
sewers, subsurface drains, curbs, pavement and
was not done, consider applying 400 -600 lbs. /acre of
Post Constuction water quality measures shall be
water mains. Disturbed areas will be stabilized
12 -12 -12 analysis, or equivalent, fertilizer.
placed in this area.
after the storm and sanitary are installed.
5. Perimeter Silt fencing to be installed.
Disturbed areas will be stabilized after curbs, SSD
4. Till the soil to obtain a uniform seedbed, working
6. Grade the site (sides of swales, mounds and
and pavement are completed unless utilities are
the fertilizer and lime into the soil 2 -4 in. deep with
ponds to be stabilized with erosion control
starting construction within 15 days of completing
a disk or rake operated across the slope.
blankets and to be seeded and mulched
the curbs. Stabilize disturbed areas after the
immediately upon completion). If the site remains
utilities are installed.
inactive for a period of 15 days, stabilization is
12. Complete Landscaping and seeding all remaining
required to take place in the form of temporary
disturbed areas and remove all BMP's when areas are
NOTE
seeding, mulch or spray on palimar. For
stabilized.
1 ANY ADDITIONAL EROSION CONTROL MEASURES MAY
temporary seeding, the contractor shall utilize a
13. Contractor to sweep streets at least twice per
BE REQUIRED IN THE FIELD BY THE INSPECTOR
fast growing seed of either oats, annual
week during construction season or after a storm
ryegrass, wheat or rye depending on time of
event.
year. Disturbed areas should be kept to a
14. Perimeter protection for each lot should be
2. IF SITE REMAINS INACTIVE FOR A PERIOD OF 2
minimum at all times.
installed before excavation of basement /foundation
WEEKS, THEN STABILIZATION IS REQUIRED TO TAKE
7. Concrete washout area to be constructed.
has begun. perimeter protection on lots shall remain
PLACE IN THE FORM OF TEMPORARY SEEDING MULCH
8. Storm inlets are to be protected immediately after
in place until the lot is stabilized with at least 70% SCALE: 1 80'
installation with Drop Inlet Protection.
cover. all trash and construction debris shall be
OR SPRAY ON PALIMAR
9. Contractor shall control mud accumulation on all
disposed properly into an enclosed waste receptacle.
streets surrounding project by installing stone
See sheet C302 for individual lot control plan.
surface at all locations where construction traffic
leaves the site. Dust shall be kept to a minimum
by utilizing sprinkling, Calcium Chloride, Vegetative
cover, spray on adhesives or other approved
methods
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DRAWN BY: CHECKED BY:
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SHEET NO.
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