V3 Companies
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone
630.724.9202 fax
www.v3co.com
Visio, Vertere, Virtute...
REFERENCE STANDARD DWG. NO.
SHEET 1 OF 2
DATE 8-18-94
Project
Designed
Checked
Approved
Date
Date
Date
IL-630
STABILIZED CONSTRUCTION ENTRANCE PLAN
NOTES:
1.Filter fabric shall meet the requirements of material specification
592 GEOTEXTILE, Table I or 2, Class , or and shall be placed
over the cleared area prior to the placing of rock.
2.Rock or reclaimed concrete shall meet one of the following IDOT coarse
aggregate gradation, CA-1, CA-2, CA-3 or CA-4 and be placed according
to construction specification 25 ROCKFILL using placement Method 1
and Class compaction.
3.Any drainage facilities required because of washing shall be
constructed according to manufacturers specifications.
4.If wash racks are used they shall be installed according to the
manufacturer’s specifications.
A
A
SIDE ELEVATION
Filter Fabric
Existing Ground
3’Existing
pavement
Mountable Berm
(Optional)
L = 5:1 Slope
B
B
Wash Rack
(Optional)
L =
Existing
Pavement
Existing
Ground
Coarse Aggregate
* Must Extend Full Width
Of Ingress And Egress
Operation.
Positive Drainage
To Sediment
Trapping Device.
PLAN VIEW
10’ Min
I II IV
III
Natural Resources Conservation Service
REFERENCE STANDARD DWG. NO.
SHEET 2 OF 2
DATE 8-18-94
Project
Designed
Checked
Approved
Date
Date
Date
IL-630
STABILIZED CONSTRUCTION ENTRANCE PLAN
14’ Min
Filter Fabric
SECTION A-A
6’- 7"
Reinforced Concrete Drain Space
SECTION B-B
Natural Resources Conservation Service
REFERENCE STANDARD DWG. NO.
SHEET 1 OF 2
DATE 11-20-01
Project
Designed
Checked
Approved
Date
Date
Date
IL-620
SILT FENCE PLAN
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
(Typ)
Fastener - Min. No. 10 Gage Wire
4 Per Post Required. (Typ.)
Filter Fabric
Filter Fabric
Compacted Backfill
6"
Min
FABRIC ANCHOR DETAIL
ELEVATION
I
Natural Resources Conservation Service
and site stabilization.
ATTACHING TWO SILT FENCES
Filter Fabric
Posts
Step 1
Step 2
Step 3
Filter Fabric
SILT FENCE
Checked
Approved
REFERENCE
Project
Designed Date
Date
Date
SHEET 2 OF 2
DATE 1-29-99
IL-620(W)
Place the end post of the second fence inside the end post of the first
fence.
Rotate both posts at least 180 degrees in a clockwise direction to create a tight
seal with the fabric material.
Drive both posts a minimum of 18 inches into the ground and
bury the flap.
NOTES:
1.
2.
3.
Natural Resources Conservation Service
STANDARD DWG. NO.
CHECK FOR DEBRIS IN
ADJOINING DETENTION
FACILITY, ESPECIALLY
THE OUTLET PIPE AND
SURROUNDING AREA
DAILY
INSPECT SITE TO ENSURE ALL
EROSION CONTROL MEASURES
ARE WORKING PROPERLY
ONCE A WEEK
INSPECTION TASK FREQUENCY OF INSPECTION
REMOVE SEDIMENT DEBRIS
TRANSPORTED OFF-SITE
WHERE VEHICLES ARE ENTERING
AND EXISTING THE SITE
ONCE A WEEK AND
WITHIN 24 HOURS OF END
OF A 0.5 IN OR
GREATER STORM
INSPECT, CLEAN OR REPLACE
INLET FILTER BASKETS
INSPECT, REPAIR, OR
REPLACE SILT FENCE
INSPECT, CLEAN OR
REPLACE CONSTRUCTION
ENTRANCE
ONCE A WEEK
ONCE A WEEK
ONCE A WEEK
OWNER
OWNER
OWNER
OWNER
OWNER
OWNER
RESPONSIBLE PARTIES
SOD - 100% KY BLUEGRASS AS PROVIDED BY CENTRAL SOD FARMS
SEED MIX
30% ANNUAL RYE
30% PERENNIAL RYE
20% KY BLUEGRASS
20% RED FESCUE
REFERENCE STANDARD DWG. NO.
SHEET 1 OF 1
DATE 9-15-93
Project
Designed
Checked
Approved
Date
Date
Date
IL-610
PIPE OUTLET TO FLAT AREA
NOTES:
1. The filter fabric shall meet the requirements in material
specifications 592 GEOTEXTILE Table 1 or 2, class .
2.
3. The riprap shall be placed according to construction specification
61 LOOSE ROCK RIPRAP. The rock may be equipment placed.
Geotextile
AA
PLAN
SECTION A-A
Pipe Outlet To Flat Area
No Well-defined Channel
following gradation: RR 3 or 4, Quality designation A.
I
Natural Resources Conservation Service
La
NOTE: CONTRACTORS COST FOR FURNISHING & PLACING REQUIRED RIP-RAP SHALL BE
CONSIDERED INCIDENTAL TO THE UNIT PRICE PER FLARED END SECTION.
The rock riprap shall meet the IDOT requirements for the
D La W1 W2 d IDOT RIP-RAP
(INCHES) (FT.) (FT.) (FT.) (INCHES) GRADATION QUANTITY
NUMBER (C.Y.)
12"
15"
24"
30"
42"
48"
6
8
8
10
12
14
3
4.5
6
7.5
10.5
12
15
15
20
20
20
20
3
3
4
4
4
4
6
8
10
12
14
16
1.5
2.5
4.0
6.0
7.6
12.1
DEVELOPMENT SOLUTIONS, INC.
ONE NORTH FRANKLLIN STREET
SUITE 3325
CHICAGO, ILLINOIS 60606
(312) 629-2800
R=11309.19’
A=87.99’(M)
CH=87.99’(M)
CB=N60%%d30’04"E(M)
8.01’
SET IRON PIPE
(SEE SURVEYOR’S
NOTE 3)
FOUND CONCRETE R.O.W. MARKER 2.15’
SOUTHEASTERLY
OF TRUE CORNER
(SEE SURVEYOR’S NOTE 2)
FOUND CONCRETE R.O.W. MARKER 2.0’ SOUTHEASTERLY OF TRUE
CORNER
THE SOUTHEASTERLY LINE OF I-55
FOUND REBAR 3.8’ EAST OF TRUE CORNER
(HELD NORTH-SOUTH)
OF TRUE CORNER
5.42’ EAST & 0.27’ SOUTH
FOUND R.O.W. MARKER
4.169 ACRES
181,590 SQUARE FEET
1
2154,517 SQUARE FEET
3.547 ACRES
637.0
640.3
634.0
638.0
1069
8"
1070
6"
1071
4"
1072
6"
1073
12"
1074
6"
1075
8"
1076
8"MS 1743
1077
6"1078
4"
1079
7"
1080
3"
1081
8"
1082
5"
1083
6"1084
4"
1085
5"
1086
6"
1087
7"
1088
7"1089
3" 1090
5"1091
5" 1092
5"
1093
4"
1094
7"1095
3"
1096
3"
1097
4"
1098
5"MS 1712
1099
3"
1100
5"1101
10"1102
5"
1103
3"1104
4"
1105
4"1106
4"
1107
4"
1108
6"
1109
4"1110
10"MS 1702
4"MS
1701
PARCEL 012
PER CASE 89ED15
TW=643.89
SIGN
SIGN
SIGN
ASPHALT
ASPHALT
ASPHALT
ASPHALT
FOUND CONCRETE
SEE NOTE 3
SET IRON PIPE
FENCE IS 1.0’ NORTHERLY
OF PROPERTY LINE
STORM STRUCTURE
RIM=636.93
IE=636.43(N)12"RCP
STORM STRUCTURE
RIM=639.91
IE=637.21(W)12"RCP
STORM STRUCTURE
RIM=639.90
IE=636.44(E)12"RCP
IE=636.24(S)12"RCP
STORM STRUCTURE
RIM=641.10
IE=636.77(N)12"RCP
STORM STRUCTURE
RIM=640.91
IE=637.84(S)12"RCP
STORM STRUCTURE
RIM=645.82
IE=634.73(N)48"RCP
IE=634.61(S)48"RCP
STORM STRUCTURE
RIM=651.02
IE=635.80(N,S)48"RCP
BENCHMARK #1
REFERENCE BENCHMARK
BENCHMARK #3
BOX CULVET
IE=639.53
INLET
CURB GRATE
2’ DIA. CONCRETE
RIM=646.57
IE=642.89(S)12"
INLET
CURB GRATE
2’ DIA. CONCRETE
RIM=650.13
IE=643.68(S)12"
INLET
CURB GRATE
2’ DIA. CONCRETE
RIM=651.48
IE=648.33(S)12"
48" FES
IE=634.59
R 651.9 652.6x
652.4 xx 652.9
653.6 x
653.3 x
x 653.6
x 653.2651.5
x
652.2x
653.6 x
x 653.1
x 653.6653.6 x
653.6 x
653.1x
R 652.4
652.2x
652.1x
652.6x
651.6x
R 651.5
R 651.9
R 651.9
R 652.4
653.2x
x 653.2
651.9x
R 651.7
651.8x
652.6x
R 652.7
652.9x 653.2
x
x 653.4
x 654.4
x 654.3
653.5x
651.9x
652.0x
x 652.3
652.4x
652.6 x
652.6x
652.2 x
653.0x
652.9x
652.7x
x
652.9x
R 651.9
652.8x
x 654.3
R 651.9
R 652.1
652.0x
652.3 x
652.8x
x 652.5
x 652.9
x
652.9
x
652.3 x
651.5 x
651.2 x
x651.2
R 651.1
xxx
652.3 652.8 652.6
652.1 xx
652.0
x x xx
652.4
652.5
652.9
653.0
x652.6 653.0
x
652.5
x
652.3
x
x
652.5x
653.1
x 653.6
x 653.1
F/F
653.6
653.1 x
653.1 x
653.1 x
653.1 x
649
x 652.7
648
V
TP
V3 Companies
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone
630.724.9202 fax
www.v3co.com
Visio, Vertere, Virtute...
0
FEETSCALE
1"=40’
40 40 80
INLET BASKET
FILTER (TYP.)
SILT FENCE (TYP.)
CONSTRUCTION ENTRANCE
FUTURE SIGNAL BY OTHERS
NOTES:
1. SEE SHEET C3.2 FOR STORMWATER
POLLUTION PREVENTION NOTES AND DETAILS
2. SEE WEBER TOWN CENTER DRAWINGS PREPARED BY V3 COMPANIES OF ILLINOIS
FOR INFORMATION REGARDING OVERALL DEVELOPMENT IMPROVEMENTS.
RIP-RAP (TYP.)
SEE SHEET C3.2
FOR DETAIL
V3 Companies
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone
630.724.9202 fax
www.v3co.com
Visio, Vertere, Virtute...
REFERENCE STANDARD DWG. NO.
SHEET 1 OF 2
DATE 8-18-94
Project
Designed
Checked
Approved
Date
Date
Date
IL-630
STABILIZED CONSTRUCTION ENTRANCE PLAN
NOTES:
1.Filter fabric shall meet the requirements of material specification
592 GEOTEXTILE, Table I or 2, Class , or and shall be placed
over the cleared area prior to the placing of rock.
2.Rock or reclaimed concrete shall meet one of the following IDOT coarse
aggregate gradation, CA-1, CA-2, CA-3 or CA-4 and be placed according
to construction specification 25 ROCKFILL using placement Method 1
and Class compaction.
3.Any drainage facilities required because of washing shall be
constructed according to manufacturers specifications.
4.If wash racks are used they shall be installed according to the
manufacturer’s specifications.
A
A
SIDE ELEVATION
Filter Fabric
Existing Ground
3’Existing
pavement
Mountable Berm
(Optional)
L = 5:1 Slope
B
B
Wash Rack
(Optional)
L =
Existing
Pavement
Existing
Ground
Coarse Aggregate
* Must Extend Full Width
Of Ingress And Egress
Operation.
Positive Drainage
To Sediment
Trapping Device.
PLAN VIEW
10’ Min
I II IV
III
Natural Resources Conservation Service
REFERENCE STANDARD DWG. NO.
SHEET 2 OF 2
DATE 8-18-94
Project
Designed
Checked
Approved
Date
Date
Date
IL-630
STABILIZED CONSTRUCTION ENTRANCE PLAN
14’ Min
Filter Fabric
SECTION A-A
6’- 7"
Reinforced Concrete Drain Space
SECTION B-B
Natural Resources Conservation Service
REFERENCE STANDARD DWG. NO.
SHEET 1 OF 2
DATE 11-20-01
Project
Designed
Checked
Approved
Date
Date
Date
IL-620
SILT FENCE PLAN
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
(Typ)
Fastener - Min. No. 10 Gage Wire
4 Per Post Required. (Typ.)
Filter Fabric
Filter Fabric
Compacted Backfill
6"
Min
FABRIC ANCHOR DETAIL
ELEVATION
I
Natural Resources Conservation Service
and site stabilization.
ATTACHING TWO SILT FENCES
Filter Fabric
Posts
Step 1
Step 2
Step 3
Filter Fabric
SILT FENCE
Checked
Approved
REFERENCE
Project
Designed Date
Date
Date
SHEET 2 OF 2
DATE 1-29-99
IL-620(W)
Place the end post of the second fence inside the end post of the first
fence.
Rotate both posts at least 180 degrees in a clockwise direction to create a tight
seal with the fabric material.
Drive both posts a minimum of 18 inches into the ground and
bury the flap.
NOTES:
1.
2.
3.
Natural Resources Conservation Service
STANDARD DWG. NO.REFERENCE STANDARD DWG. NO.
SHEET 1 OF 1
DATE 9-15-93
Project
Designed
Checked
Approved
Date
Date
Date
IL-610
PIPE OUTLET TO FLAT AREA
NOTES:
1. The filter fabric shall meet the requirements in material
specifications 592 GEOTEXTILE Table 1 or 2, class .
2.
3. The riprap shall be placed according to construction specification
61 LOOSE ROCK RIPRAP. The rock may be equipment placed.
Geotextile
AA
PLAN
SECTION A-A
Pipe Outlet To Flat Area
No Well-defined Channel
following gradation: RR 3 or 4, Quality designation A.
I
Natural Resources Conservation Service
La
NOTE: CONTRACTORS COST FOR FURNISHING & PLACING REQUIRED RIP-RAP SHALL BE
CONSIDERED INCIDENTAL TO THE UNIT PRICE PER FLARED END SECTION.
The rock riprap shall meet the IDOT requirements for the
D La W1 W2 d IDOT RIP-RAP
(INCHES) (FT.) (FT.) (FT.) (INCHES) GRADATION QUANTITY
NUMBER (C.Y.)
12"
15"
24"
30"
42"
48"
6
8
8
10
12
14
3
4.5
6
7.5
10.5
12
15
15
20
20
20
20
3
3
4
4
4
4
6
8
10
12
14
16
1.5
2.5
4.0
6.0
7.6
12.1
CHECK FOR DEBRIS IN
ADJOINING DETENTION
FACILITY, ESPECIALLY
THE OUTLET PIPE AND
SURROUNDING AREA
DAILY
INSPECT SITE TO ENSURE ALL
EROSION CONTROL MEASURES
ARE WORKING PROPERLY
ONCE A WEEK
INSPECTION TASK FREQUENCY OF INSPECTION
REMOVE SEDIMENT DEBRIS
TRANSPORTED OFF-SITE
WHERE VEHICLES ARE ENTERING
AND EXISTING THE SITE
ONCE A WEEK AND
WITHIN 24 HOURS OF END
OF A 0.5 IN OR
GREATER STORM
INSPECT, CLEAN OR REPLACE
INLET FILTER BASKETS
INSPECT, REPAIR, OR
REPLACE SILT FENCE
INSPECT, CLEAN OR
REPLACE CONSTRUCTION
ENTRANCE
ONCE A WEEK
ONCE A WEEK
ONCE A WEEK
OWNER
OWNER
OWNER
OWNER
OWNER
OWNER
RESPONSIBLE PARTIES
SOD - 100% KY BLUEGRASS AS PROVIDED BY CENTRAL SOD FARMS
SEED MIX
30% ANNUAL RYE
30% PERENNIAL RYE
20% KY BLUEGRASS
20% RED FESCUE
BCBC
PARCEL 012
PER CASE 89ED15
FENCE CORNER IS 0.9’ NORTH
OF PROPERTY CORNER
N02°36’43"W
11.92’
PEDESTAL
SIGN
EMEMEM
1246
1281
TW=643.89
TW=643.40
SIGN
SIGN
SIGN
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
FOUND CONCRETE
SEE NOTE 3
SET IRON PIPE
HEADWALL
FENCE IS 1.0’ NORTHERLY
OF PROPERTY LINE
FOUND 5/8" REBAR (HELD)
FENCE IS 1.1’ NORTHERLY AND 0.15’
EASTERLY OF PROPERTY CORNER
BACK OF CURB 0.13’
EAST OF LINE
BACK OF CURB
0.05’ EASTERLY OF
PROPERTY LINE
BACK OF CURB
0.25’ EASTERLY OF
PROPERTY LINE
BACK OF CURB
0.62’ EASTERLY OF
PROPERTY LINE
BACK OF CURB 0.18’
EAST OF LINE
BACK OF CURB
0.27’ EASTERLY OF
PROPERTY LINE
BRICK TRASH ENCLOSURE
EMEMEM
BC644.08
FL643.62
637.0
640.3
634.0
638.0
V
RASMUSSEN
COLLEGE
25,000 SQ. FT.
FUTURE
EXPANSION
10,000 SQ. FT.
TPLOT 3
EXISTING CAR WASH
R 651.9 652.6x
652.4 xx 652.9
653.6 x
653.3 x
x 653.6
x 653.2651.5
x
652.2x
653.6 x
x 653.1
x 653.6653.6 x
653.6 x
653.1x
R 652.4
652.2x
652.1x
652.6x
651.6x
R 651.5
R 651.9
R 651.9
R 652.4
653.2x
x 653.2
651.9x
R 651.7
651.8x
652.6x
R 652.7
652.9x 653.2
x
x 653.4
x 654.4
x 654.3
653.5x
651.9x
652.0x
x 652.3
652.4x
652.6 x
652.6x
652.2 x
653.0x
652.9x
652.7x
x
652.9x
R 651.9
652.8x
x 654.3
R 651.9
R 652.1
652.0x
652.3 x
652.8x
x 652.5
x 652.9
x
652.9
x
652.3 x
651.5 x
651.2 x
x651.2
R 651.1
xxx
652.3 652.8 652.6
652.1 xx
652.0
x x xx
652.4
652.5
652.9
653.0
x652.6 653.0
x
652.5
x
652.3
x
x
652.5x
653.1
x 653.6
x 653.1
F/F
653.6
653.1 x
653.1 x
653.1 x
653.1 x
649
x 652.7
648
SSSSSSSS
R=11309.19’
A=87.99’(M)
CH=87.99’(M)
CB=N60%%d30’04"E(M)
P.U. & D.E. 8.01’
N01°19’04"W
21.00’
P.U. & D.E.
PARCEL 012 PER CASE 89ED15
THE SOUTHERLY LINE OF PARCEL 0012 PER CASE 89ED15
SET CONCRETE
MONUMENT
SET IRON PIPE
(SEE SURVEYOR’S
NOTE 3)
FOUND CONCRETE R.O.W. MARKER 2.15’
SOUTHEASTERLY
OF TRUE CORNER
(SEE SURVEYOR’S NOTE 2)
FOUND CONCRETE R.O.W. MARKER 2.0’ SOUTHEASTERLY OF TRUE
CORNER
THE SOUTHEASTERLY LINE OF I-55
FOUND REBAR 3.8’ EAST OF TRUE CORNER
(HELD NORTH-SOUTH)
OF TRUE CORNER
5.42’ EAST & 0.27’ SOUTH
FOUND R.O.W. MARKER
SET CONCRETE
MONUMENT
4.169 ACRES
181,590 SQUARE FEET
1
2154,517 SQUARE FEET
3.547 ACRES
145,498 SQUARE FEET
3.340 ACRES
3
0
FEETSCALE
1"=50’
50 50 100
V3 Companies
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone
630.724.9202 fax
www.v3co.com
Visio, Vertere, Virtute...
OVERFLOW AREAS OF
VEGETATED SWALES TO
BE STABILIZED IMMEDIATELY
AFTER CONSTRUCTED
EXISTING WETLAND BOUNDARY
COFFER DAM TO BE
INSTALLED
APPROXIMATELY 5
FEET UPSTREAM OF
PROPOSED CROSSING.
SEE SHEET C3.2 AND C3.3
FOR NOTES AND DETAILS.
RIP-RAP, SEE
SHEET C3.2 FOR
DETAIL
SILT FENCE (TYP.)
SEE SHEET C3.2
FOR DETAIL
INLET FILTER BASKET (TYP.)
SEE SHEET C3.2 FOR DETAIL
NOTES:
1. SEE SHEETS C3.2 AND C3.3 FOR STORMWATER POLLUTION PREVENTION NOTES AND DETAILS.
2. EROSION CONTROL SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE
WITH VILLAGE OF ROMEOVILLE, IEPA AND NPDES REQUIREMENTS.
3 THE REQUIRED STORMWATER MANAGEMENT SHALL BE PROVIDED BY
FEE-IN-LIEU-OF(FILO) DETENTION IN ACCORDANCE WITH THE VILLAGE
OF ROMEOVILLE REQUIREMENTS.
4. INLET BASKET FILTERS SHALL BE PLACED AT ALL OPEN- LID STRUCTURES WITHIN
PAVEMENT.
5. EXISTING GRADING AND UTILITY INFORMATION SHOWN IS BASED ON BEST
AVAILABLE RECORDS AT THIS TIME. SITE CONTRACTOR WILL BE RESPONSIBLE
FOR FIELD VERIFYING EXISTING CONDITIONS DURING CONSTRUCTION.
6. STORM WATER RUNOFF FROM PROPOSED IMPROVEMENTS ON LOTS DIRECTLY
ADJACENT TO VEGETATED SWALES SHALL BE CONVEYED INTO VEGETATED
SWALES WITH STORM SEWER SIZED PER VILLAGE REQUIREMENTS.
7. LOTS 2 & 3 TO BE SEEDED, REFER TO LANDSCAPE PLANS FOR DETAILS.
8. SEE RASMUSSEN COLLEGE DRAWINGS PREPARED BY V3 COMPANIES OF ILLINOIS
FOR ADDITIONAL DETAILS REGARDING DEVELOPMENT OF LOT 1.