stabilized construction entrance plan...1.temporary sediment fence shall be installed prior to any...

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


SHEET 2 OF 2

DATE 8-18-94

Project

Designed

Checked

Approved

Date

Date

Date

IL-630


14’ Min

Filter Fabric

SECTION A-A

6’- 7"

Reinforced Concrete Drain Space

SECTION B-B



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


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


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.


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


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


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


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



SHEET 1 OF 2

DATE 8-18-94

Project

Designed

Checked

Approved

Date

Date

Date

IL-630


NOTES:


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



SHEET 2 OF 2

DATE 8-18-94

Project

Designed

Checked

Approved

Date

Date

Date

IL-630


14’ Min

Filter Fabric

SECTION A-A

6’- 7"

Reinforced Concrete Drain Space

SECTION B-B



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


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.


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


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


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.

stabilized construction entrance plan...1.temporary sediment fence shall be installed prior to any...

Documents