HomeMy WebLinkAbout09020016 Construction Plans for Primrose School, Carmel Science & Tech Park Blk7 Lot 3 pg. 10STORMWATER POLLUTION PREVENTION SCHEDULE
EROSION CONTROL MEASURE
MAINTENANCE
INSTALLATION SEQUENCE
TEMP. DIVERSION SWALE SILT TRAPS
AS NEEDED
PRIOR TO CLEARING AND GRADING
STONE ENTRANCE
AS NEEDED
PRIOR TO CLEARING AND GRADING
SILT FENCE
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
PRIOR TO CLEARING AND GRADING
EXISTING INLET PROTECTION
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
PRIOR TO CLEARING AND GRADING
TREE PROTECTION
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
PRIOR TO CLEARING AND GRADING
TEMPORARY DIVERSIONS
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
ALONG WITH ROUGH GRADING
TEMPORARY SEEDING
WATER AS NEEDED
AFTER ROUGH GRADING
PERMANENT SEEDING
WATER AS NEEDED
AFTER FINISH GRADING
EROSION CONTROL MATTING
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
AFTER FINISH GRADING
INLET PROTECTION
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
AFTER EACH INLET IS PLACED
SEED, SOD LANDSCAPE AROUND
WATER AS NEEDED
AFTER FINISHED GRADING AROUND FINISHED UNITS
FINISHED UNITS
REMOVAL OF INLET PROTECTION
N/A
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL OF SILT FENCE
N/A
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
CHILDREN'S DESIGN GROUP
ACWORTH, GEORGIA
DRAWN BY:
DCC
CHECKED BY:
BTB
SHEET TITLE:
STORMWATER POLLUTION
PREVENTION DETAILS
DRAWING FILES:
T: \7k \7425 \001 \dwg4803- C804.dwg
XREF: T:\7k\7425\001\dwgsVitletdwg
XREF: T:\7k\7425\001\dwgs\Arearnap.dog
XREF: T \7k \7425 \001 \dwgs \16R.dwg
XREF: T: \7k \7425 \001 \dwgs \18RRS.dwg
XREF: T: \7k\ 7425 \001 \dwgs \SizingQualityChart.dwg
XREF: T: \7k \7425 \001 \dwgs \SnoutSpec.dwg
XREF: T: \7k\ 7425\ 001\ dwgs \SnoutInstdltianinspection.dwg
SHEET NO.:
C c i,,„ 03
r
DATE:
04/17/09
PROJECT NO.:
7425.001
DRAWN BY:
DCC
CHECKED BY:
BTB
SHEET TITLE:
STORMWATER POLLUTION
PREVENTION DETAILS
DRAWING FILES:
T: \7k \7425 \001 \dwg4803- C804.dwg
XREF: T:\7k\7425\001\dwgsVitletdwg
XREF: T:\7k\7425\001\dwgs\Arearnap.dog
XREF: T \7k \7425 \001 \dwgs \16R.dwg
XREF: T: \7k \7425 \001 \dwgs \18RRS.dwg
XREF: T: \7k\ 7425 \001 \dwgs \SizingQualityChart.dwg
XREF: T: \7k \7425 \001 \dwgs \SnoutSpec.dwg
XREF: T: \7k\ 7425\ 001\ dwgs \SnoutInstdltianinspection.dwg
SHEET NO.:
C c i,,„ 03
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Soi Le ascriptions:
Br Brookston silty clay loam, Soil Description and Characteristics:
The main soil Matures that adversely affect engineering uses of this soil are a
seasonal high er table, high potential frost action, moderate shrink -swell potential
and moderate meability. This soil has severe limitations for building sites. The site
needs to be artificially drained and protected from flooding. Dwellings with basements
should not be constructed on this soil. This soil has severe limitations for local roads
and streets because of seasonal high water table and high potential frost action. The
base material for roads and streets should be replaced or strengthened with suitable
CrA Crosby silt loam, Soil Description and Characteristics:
The main soil Matures that adversely affect engineering uses of this soil are a
seasonal high er table, high potential frost action, moderate shrink -swell potential
and moderate permeability. This soil has severe limitations for building sites. The site
needs to be cially drained to prevent wetness from becoming a problem.
Dwellings with basements should not be constructed on this soil. This soil has severe
limitations for al roads and streets because of seasonal high water table and high
potential frost lion. The base material for roads and streets should be replaced or
strengthened with suitable material.
Note: Soil Descriptions and Characteristics shown were taken from the Soil Survey of
Hamilton County, Indiana USDA Soil Conservation Service.
Recommendations and methods to overcome soil limitations:
Limitations for local roads, streets and dwellings because of seasonal high water table
and high potential frost action can be overcome by the use of curb underdrains,
sub -base strengthening or lime stabilization. Swales which sever the surface drainage
can also help. High water tables can be overcome with respect to basement
construction with the use of perimeter foundation drains and sump pumps. Refer to
the site construction drawings and details for specific information related to the
proposed infrastructure improvements on this site.
/12R
PLAN
Installation:
Install Basket Curb /n /et Protection As Soon As Inlet Boxes Are Installed
(New Development) Or Prior To Land Disturbing Activities (Existing
Development).
if Necessary, Adapt Basket Dimensions To Fit Inlet Box Dimensions.
Remove The Grate And Install The Basket. Cut And Instal/ A Piece Of
Filter Fabric Large Enough To Line The Inside Of The Basket, And Extend
,4t Least 5 Inches Beyond The Frame. Replace The Grate.
Maintenance:
Inspect After Each Storm Event And Remove Sediment. Remove Tracked
On Sediment From The Street (But Not By Flushing With Water) To
Reduce The Sediment Load On This Curb In /et Practice.
BASKET CURB /NLET PROTECT/0N
Not To Scale
DANDY SACK
Installation and Maintenance Guidelines
Installation: Remove the grate from catch basin. If using
optional oil absorbents; place absorbent pillow in unit. Stand
the grate on end. Move the top lifting straps out of the way
and place the grate into the Dandy Sack® so that the grate is
below the top straps and above the lower straps. Holding the
lifting devices, insert the grate into the inlet.
Maintenance: Remove all accumulated sediment and debris from
vicinity of unit after each storm event. After each storm event
and at regular intervals, look into the Dandy Sack If the
containment area is more than 1/3 full of sediment, the unit
must be emptied. To empty unit, lift the unit out of the inlet
using the lifting straps and remove the grate. If using optional
oil absorbents; replace absorbent when near saturation.
DANDY SACK
STANDARD FABRIC IS
AN ORANGE WOVEN
MONOFILAMENT
DUMPING STRAP
ALLOWS FOR EASY
REMOVAL OF CONTENTS
PAVED AREA INLET PROTECTION
NOT TO SCALE
SOILS LEGEND DESCRIPTIONS:
Soil maps from the United States Department of Agriculture, Soil
Conservation Service, identify Brookston and Crosby type soils on the
subject property.
END VIEW
WOOD POST
METAL BRACKET
(SEE POST DETAIL)
2' STONE SHOULDER
PAVEMENT
2 WOOD OR
METAL STAKES
(TYP) PER BALE
SIGN TO INDICATE THE
LOCATION OF THE
CONCRETE WASH AREA.
STAKED
STRAW BALE
COMPACTED
SOIL TO
PREVENT
PIPING
v 400
SOILS MAP
PAINTED, GALVANIZED
ALUMINUM
PLATFORM
BRACKET
2
HARDWARE
NOMINAL 4'x4' POST
(TREATED)
NPDES POSTING BOX (MAILBOX)
MIN. SIZE 10 "w x 18'd
POST DETAIL
NOT TO SCALE
12' MIN.
PLAN
MIN.
SIDE VIEW
PLATFORM
PAINTED, GALVANIZED
ALUMINUM HARDWARE
BRACKET
NPDES POSTING BOX (MAILBOX)
MIN. SIZE 10'w x 18 "d
NOTES:
1. NPDES POSTING BOX SHALL
CONTAIN ALL APPROVED NPDES
PERMIT DOCUMENTS, PLANS, SPECS
AND OPERATION AND MAINTENANCE
MANUALS.
NPDES SWP3 POSTING DETAIL
NOT TO SCALE
NOTES:
1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON
SITE.
2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA,
AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE
WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.
3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS
NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE.
4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND
DISPOSED OF AT AN APPROVED WASTE SITE.
5. WHEN THE CONCRETE WASHOUT ARE IS REMOVED, THE DISTURBED AREA SHALL BE
SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE
INSPECTOR.
WASHOUT AREA LENGTH 20'
WASHOUT AREA WIDTH 15'
METAL PINS OR
STAPLES TO SECURE
THE POLYETHYLENE TO
THE STRAW BALES
STRAW BALE
ENTRENCHED 4"
INTO GROUND
POLYETHYLENE LINING 10 MIL THICK LINING TO
EXTEND OVER THE BALES METAL PINS OR STAPLES
TO SECURE THE POLYETHYLENE TO THE
STRAW BALES
COMPACTED SOIL
TO PREVENT PIPING
PROFILE v
NOTE: CONTRACTOR SHALL PROVIDE ADDITIONAL WASHOUT
STRUCTURES OR LARGER STRUCTURES IF REQURIED
ABOVE GROUND CONCRETE
WASHOUT AREA
NOT TO SCALE
POLYETHYLENE LINING
10 MIL THICK LINING
TO EXTEND OVER THE
BALES
FLOW
BINDINGS FOR
STRAW BALES
TO BE PLACED
PARALLEL TO
GROUND
STRAW BALE
ENTRENCHED 4'
INTO GROUND
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2' -3' COARSE
AGGREGATE
6' (MIN)
GEOTEXIILE FABRIC TO STABILIZE
FOUNDATION (ESPECIALLY IMPORTANT
WHERE WETNESS IS ANTICIPATED)
/N.
TEMPORARY CONSTRUCTION ENTRANCE
SILT FENCE SHALL BE A MACHINE PRODUCED, NON -WOVEN GEOTEXTILE OF 100%
POLYPROPYLENE MEETING THE PHYSICAL PROPERTIES BELOW.
ALL STAKES SHALL BE 2" X 2" HARDWOOD 36' TALL WITH 24" TALL LATH
STAPLED TO STAKES OVER FABRIC AS REINFORCEMENT.
ALL SILT FENCE SHALL BE PREFABRICATED BY THE SUPPLIER. NO FIELD ASSEMBLY
WILL BE ACCEPTED.
FABRIC WEIGHT 4 OZ /SYD
GRAB STRENGTH WARP 125 LBS.
ELONGATION WARP 50
TRAPEZOIDAL TEAR STRENGTH 50 LBS.
BURST STRENGTH 200 PSI
UV RESISTANCE 70
A.O.S 50 -80
SLURRY FLOW RATE 225 GPM /SQ. FT
SEDIMENT RETENTION 75
SILT FENCE MATERIAL
FENCE POST
FENCE POST SHOULD
BE BURIED 1' BELOW
GROUND SURFACE
24"
CROSSBARS
SILT FENCE MATERIAL
NOT TO SCALE
SILT FENCE DETAIL
NOT TO SCALE
NOTE:
1. SEE SILT FENCE DETAIL FOR MATERIAL
SPECIFICATIONS.
2. SILT FENCE SHALL BE PREASSEMBLED
BY SUPPUER.
SILT FENCE
X
NOT TO SCALE
7 STAKES 0 5' O.C.
SILT FENCE MATERIAL SHOULD
BE BURIED 8" BELOW
GROUND SURFACE.
LINE INSIDE OF SILT FENCE
WTH HOG PANEL WIRE OR 6 x
6 10/10 W.W.F. ON ALL FOUR
SIDES.
BEEHIVE INLET OR
DRAINAGE COVER
SILT FENCE EXTENDS 6"
BELOW FINISHED GRADE
INLET PROTECTION SILT FENCE
w/ HOG PANEL WIRE
NOT TO SCALE
X
OUND SURFACE
LATHS
TYPICAL TOPSOIL STOCKPILE
MATCH EXISTING
GRADE
MATCH EXISTING
GRADE
1=
10'± TO EXISTING
INLET #EX5
EXISTING INLET
tEX5
2:1 SLOPE
lV
SECTION B -B (END TAPER)
1=TT TTi
2'
10" D50
RIP -RAP
SECTION A -A
NOT TO SCALE
2:1 SLOPE
ONE FOOT THICK STONE
FACE OF No 5 STONE --dr'
MATCH EXISTING
GRADE
TEMPORARY SEDIMENT BASIN
FLOW
Wheat or Rye
Oats
Annual Ryegrass
Non Irrigated*
Irrigated
Dormant
Seeding
Wheat or Rye
Species
Temporary Seeding and Stablization Dates
MEM Sep Oct
•uu•uuii� AIM
MN/
Permanent Seeding Date
Jon
Feb
Mar
Apr
May
/7/ MEM ELT,
Irrigation needed during this period. To control
erosion at times other than in the shaded areas,
use mulch.
Late summer seeding dates may be extended 5 days
if mulch is applied.
Increase seeding application by 50%.
Temporary Seedings
Kind of Seed 1000 Sq. Ft. Acre Remarks
Spring Oats 2.3 lbs. 3 bu. Cover seed 1' deep
Annual ryegrass 1 Ib. 40 lbs. Cover seed 1/4 "deep*
Not necessary where mulch is applied.
NOTE: Mulch shall be applied with all seed.
Seedbed Preparation
Apply lime to raise the pH to the level needed for species being
seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per
1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to
test. Application of 150 lbs. of ammonium nitrate on areas low in organic
matter and fertility will greatly enhance vegetative growth.
Work the fertilizer and lime into the soil to a depth of 2 -3 inches
with a harrow, disk or rake operated across the slope as much as possible.
Seeding
Select a seed mixture based on projected use of the area (Figure 5 -2),
while considering best seeding dotes. See Figure 5 -3 this sheet. If toler-
ances are a problem, such as salt tolerance of seedings adjacent to streets
and highways, see Figure 5 -4 this sheet before final selection. Mulch shall be
applied with all seed.
Level and Sloping, Open Areas
Steep Banks and Cuts
FIGURE 5-3
4. Tall Fescue 15 .4
Kentucky Bluegrass 25 .6
5. Tall Fescue
Emerald Crownvetch
3.5 lbs. 2 bu. Cover seed 1" to
1 1/2' deep
Figure 5 -2: Permanent Seed Mixtures
Seeding Rate Suitable pH
Ibs /acre Ibs /1000
sq. ft.
Site Suitability*
well
Droughty Drained Wet
1. Tall Fescue 35 .8 5.5 -8.3 2 1
2. Tall Fescue 25 .6 5.5 -8.3 1
Red Clover 5 .12
3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1
Creeping Red Fescue 15 .4
1 Preferred 2 Will Tolerate Inoculate
5.8 -7.5 2 1
35 .8 5.5 -8.3 2 1
10 .25
Lawns and High Maintenance Areas
6. Kentucky Bluegrass 40 .9 5.8 -7.5
Creeping Red Fescue 40 .9
7. Perennial Ryegross 170 4.0 5.0 -7.5
(Turf Type)
8. Tall Fescue 170 4.0 5.5 -8.3
2 1
2
2
2 1 2
with specific Inoculatt.
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DATE: 04/17/09
THIS DRAWNG AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2009)
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrision
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7200
www.schneidercorp.com
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