BLDREM_COVER.dgnCOUNTY
TITLE SHEET
6 3 0 )
CAROL STREAM, ILLINOIS
2280 WHITE OAK CIRCLE
PROJECT LOCATION
NORTHERLY FLANGE BOLT OF FIRE HYDRANT ON THE SOUTHWEST CORNER OF INCA BOULEVARD AND ARROWHEAD TRAIL
749.421
9-11 SWP1-3 STORM WATER POLLUTION PREVENTION PLAN
ORIGINAL PLAN DATE: 11/18/2011
GENERAL NOTES
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STABILIZED CONSTRUCTION ENTRANCE
CLEANING EXISTING INLETS
BUILDING REMOVAL NO. 2
BUILDING REMOVAL NO. 1
EXPLORATION TRENCH, SPECIAL
REMOVE EXISTING LIGHTING SYSTEM
VIDEO INSPECTION OF STORM SEWER
SEEDING (SPECIAL)
FURNISHED EXCAVATION
TEMPORARY FENCE
TREE REMOVAL (6 TO 15 UNITS DIAMETER)
L SUM
L SUM
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7 ’
R IV
D T R
N E T R
AZTEC DR
ADOBE CT
M O
H IC
A N
T R
A IL
LAKE GEORGE
TENNIS COURTS
NS
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BOXES TO BE REMOVED
TO BE REMOVED
30"
655 SQ YD
TO BE REMOVED
55 LF
REMOVED FROM THE RACEWAY/CONDUIT TO THE POINT OF SOURCE.
POINT OF SOURCE OF THE SERVICE. ALL WIRING TO BE REMOVED SHALL BE
UTILITIES TO LOCATE THEIR FACILITIES WITHIN THE PROJECT LIMITS AND TO THE
THE CONTRACTOR WILL BE REQUIRED TO COORDINATE WITH JULIE AND THE PUBLIC
(I.E. CABINET, TRANSFORMER, METER, ETC.) IS OUTSIDE THE DEMOLITION LIMITS.
CABLES OR ELECTRICAL CONDUCTORS TO THEIR POINT OF SOURCE IF THAT SOURCE
TO BE REMOVED OR ABANDONED. THE CONTRACTOR WILL FURTHER LOCATE THE
LIMITS OF THE DEMOLITION PROJECT FOR FACILITIES DESIGNATED ON THE PLANS
AND MAINTAINED BY PARK DISTRICT OR VILLAGE OF CAROL STREAM WITHIN THE
THE CONTRACTOR SHALL LOCATE ALL CABLES AND ELECTRICAL CONDUITS OWNED 3.
FILLING WITH FLOWABLE GROUT. SEE SPECIAL PROVISIONS.
STRUCTURE AND ABONDON ANY PIPES CONNECTED TO THE STRUCTURE BY
ARE DETERMINED NOT TO BE FUNCTIONAL, THE CONTRACTOR SHALL REMOVE THE
PLUG ANY PIPES CONNECTED TO THE STRUCTURE. IF SANTIARY MANHOLES
BE FUNCTIONAL, THE CONTRACTOR SHALL REMOVE THE STRUCTURE AND
CONNECTED TO THE STRUCTURE. IF STORM INLETS ARE DETERMINED NOT TO
CONTRACTOR SHALL CLEAN BOTH THE STRUCTURE AND ALL PIPES
AND/OR SANITARY MANHOLES ARE DETERMINED TO BE FUNCTIONAL, THE
BE INVESTIGATED TO DETERMINE IF FUNCTIONAL. IF STORM INLETS
STORM INLETS AND SANITARY MANHOLES TO BE REMOVED SHALL FIRST2.
THAN SIX (6) INCHES SHALL BE INCLUDED IN BUILDING REMOVAL NO. 1.
TREES BEING REMOVED ON THE PLAN WITH A DIAMETER OF LESS 1.
NOTES:
P
DATE :
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Y
DATE :
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W
N
S
EW
2 3 ’|
LIGHT POLE TYPE 3
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L A K E G E O R G E
LIMITS
FLOODWAY
PLAIN
SPECIFICATIONS.
IF INLET IS DETERMINED TO BE FUNTIONAL AND
TEMPORARY INLET FILTER SHALL BE PLACED ONLY
NOTES:
(SEE NOTES)
METHOD 2, 2.7 ACRE
SEEDING (SPECIAL) W/ MULCH
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IO N
CONTRACTOR CERTIFICATION
CONTRACTOR CERTIFICATION
"I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERAL NATIONAL POLLUTANT
DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT (ILR10) THAT AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED WITH
INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION"
GENERAL CONTRACTOR
EROSION WHEN PERMANENT SEEDING IS NOT DESIRED
PROVIDES QUICK TEMPORARY COVER TO CONTROL
PERMANENT SEEDING
EROSION, FILTERS SEDIMENT FROM WATER. MAY BE
PROVIDES PERMANENT VEGETATIVE COVER TO CONTROL
DORMANT SEEDING
ARE REQUIRED.
SAME AS PERMANENT SEEDING EXCEPT IS DONE DURING
SODDING
QUICK PERMANENT COVER TO CONTROL EROSION. QUICK
PLANTS, TREES, & SHRUBS
ADDITION TO PERMANENT VEGETATION. MAY BE USED AS
PROVIDES GROUND COVER, SHRUBS AND TREES IN
SOIL COVER
VEGETATION AND PRESERVES MOISTURE. PROVIDES
PERMANENT SEEDING. CONTROLS UNWANTED
BLANKET
CONCENTRATED RUNOFF (DITCHES) OR IN AREAS THAT
SEEDING ON STEEP SLOPES, AREAS OF PERIODIC
PROTECTS AND PRESERVES MOISTURE FOR PERMANENT
AGGREGATE COVER
AND AREAS WHERE VEGETATION CANNOT BE
PROVIDES SOIL COVER ON ROADS AND PARKING LOTS
PAVING
DIVERSIONS
CHANNEL DIVERSION WHEN EXCESS SOIL IS NOT AVAILABLE.
TYPICALLY USED AT TOP OR BASE OF SLOPES. USED
COMBINATION DIVERSION OUT OF CHANNEL IS USED TO BUILD THE RIDGE.
TYPICALLY USED ANYWHERE ON A SLOPE. SOIL TAKEN
CURB AND GUTTER
SPECIAL CASE OF DIVERSION USED IN CONJUNCTION
BENCHES
WORKING ON CUT SLOPES TO SHORTEN LENGTH OF
SPECIAL CASE OF DIVERSION CONSTRUCTED WHEN
WATERWAYS
LOCATION. MAY BE USED TO DRAIN DEPRESSIONAL
PROVIDES MEANS OF CONVEYING RUNOFF TO DESIRED
STABILIZATION
STREAMBANK
STRUCTURAL
VEGETATIVE CHANNEL VELOCITY OF FLOW IS NOT EXTREMELY FAST.
PROVIDED ADDED STABILITY TO CHANNEL. USED WHEN
STABILIZATION
STREAMBANK
VEGETATIVE
APPEARANCE.
LINED CHANNEL
USED WHEN VEGETATION WILL NOT PROTECT THE
DITCH CHECKS
BEING VEGETATED.
A DITCH TO MINIMIZE SOIL EROSION PRIOR TO THE DITCH
USED IN DITCHES TO RETARD THE VELOCITY OF WATER IN
DRAINAGE
ENCLOSED
STORM SEWER SEDIMENT BASIN OR IN CONJUNCTION WITH A WATERWAY.
CAN BE USED TO CONVEY SEDIMENT LADEN WATER TO
UNDERDRAIN
SLOPE STABILITY. USED TO CARRY BASE FLOW IN
GROUNDWATER FOR BETTER VEGETATION GROWTH AND
USED TO LOWER WATER TABLE AND INTERCEPT
SPILLWAYS
DROP INLET SPILLWAY LARGE VERTICAL DROPS CAN BE ACCOMMODATED.
SAME AS PIPE SPILLWAY EXCEPT LARGER FLOWS AND
WEIR SPILLWAY FLOWS MUCH GREATER THAN PIPE STRUCTURES.
USED FOR RELATIVELY SMALL VERTICAL DROPS AND
BOX INLET WEIR SPILLWAY ACCOMMODATED BECAUSE OF LOWER WEIR LENGTH.
SAME AS WEIR SPILLWAY EXCEPT LARGER FLOWS CAN BE
OUTLETS LINED APRON OF FLOW DISCHARGING FROM STRUCTURES.
PROTECTS DOWNSTREAM CHANNEL FROM HIGH VELOCITY
BASINS
SEDIMENT
BASIN
USED WHERE TOPOGRAPHY LENDS ITSELF TO
BASIN
DOWNSTREAM IN CASE OF FAILURE AND WHEN EXCESS
USED WHERE EMBANKMENT COULD CAUSE A HAZARD
BASIN
TS
PS
DS
SO
GC
M
AG
EB
P
RD
CD
CG
B
BC
DC
VC
VS
LC
ST
UD
SS
W
BS
LA
ES
CS
XS
SSS
SDC
DIS
VEGETATIVE FILTER
FILTER SEDIMENT FROM RUNOFF. SIZE MUST BE
USED ALONG DRAINAGEWAYS OR PROPERTY LINES TO
FILTER FABRIC USED FOR ROADWAY CURB INLETS.
SILT FENCE FILTER SEDIMENT FROM RUNOFF.
USED ALONG DRAINAGE WAYS OR PROPERTY LINES TO
DUST CONTROL
CONTROL
BF
VF
FF
SF
DT
SE
142.5 LBS/ACRE
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NOTES:
1.Temporary sediment fence shall be installed prior to any grading work
in the area to be protected. They shall be maintained throughout the
construction period and removed in conjunction with the final grading
2.Filter fabric shall meet the requirements of material specification
592 Geotextile Table 1 or 2, Class with equivalent opening size of
at least 30 for nonwoven and 50 for woven.
3.Fence posts shall be either standard steel post or wood post with a
minimum cross-sectional area of 3.0 sq. in.
5’ Max
4 Per Post Required. (Typ.)
Filter Fabric
Filter Fabric
IL-620(W)
Drive both posts a minimum of 18 inches into the ground and bury the flap.
seal with the fabric material.
Rotate both posts at least 180 degrees in a clockwise direction to create a tight
Place the end post of the second fence inside the end post of the first fence.
3.
2.
1.
NOTES:
LOCK.
BAG SECURED TO BASE RIM WITH A STAINLESS STEEL BAND AND
POLYPROPYLENE GEOTEXTILE REINFORCED WITH POLYESTER MESH.
SEDIMENT BAG: BAG FABRICATED FROM 4 OZ./SQ.YD. NON-WOVEN
STOCK. ALL STEEL CONFORMING TO ASTM-A36.
AND SUSPENSION BRACKETS FABRICATED FROM 1"x" FLAT
BASE RIM FABRICATED FROM 1"x"x" CHANNEL. HANDELS
FRAME: TOP FLANGE FABRICATED FROM 1"x1"x" ANGLE.
NOTES:
M in
15’’ Min
Filter Fabric
SECTION A-A
4. IF WASH RACKS ARE USED THEY SHALL BE INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS.
TO MANUFACTURERS SPECIFICATIONS.
3. ANY DRAINAGE FACILTIES REQUIRED BECASUE OF WASHING SHALL BE CONSTRCUTED ACCORDING
ENTRANCE.
CA-2, CA-3 OR CA-4 AND BE PLACED ACCORDING TO SPECIAL PROVISION " STABILIZED CONSTRCUTION
2. AGGREGATE FILL SHALL MEET ONE OF THE FOLLOWING IDOT COARSE AGGREGATE GRADATIONS, CA-1,
AND SHALL BE PALCED OVER THE CLEARED SUBGRADE AREA PRIOR TO PLACING THE ROCK.
1. FILTER FABRIC SHALL MEE THE REQUIREMENTS OF ARTICLE 1080.03 OF THE STANDARD SPECIFICATIONS
NOTES:
ANY OTHER MATERIAL AS APPROVED BY THE ENGINEER/INSPECTOR.
THE FENCE MAY BE EITHER 40" HIGH SNOW FENCE, 40" PLASTIC WEB FENCING OR3.
MINIMUM CROSS SECTIONAL AREA OF 3.0 SQ. IN.
FENCE POSTS SHALL BE EITHER STANDARD STEEL POSTS OR WOOD POSTS WITH A2.
ANY TREE.
THE TREE TO BE SAVED AND IN NO CASE CLOSER THAN 5 FEET TO THE TRUNK OF
THE FENCE SHALL BE LOCATED A MINIMUM OF 1 FOOT OUTSIDE THE DRIP LINE OF1.
A L