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Volume No. 3a of 3 FAP ROUTE 326 (IL 47) SECTION (109, 110 ...

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PROJECT REPORT Volume No. 3a of 3 FAP ROUTE 326 (IL 47) SECTION (109, 110)R KENDALL COUNTY Reconstruction of IL 47 to provide two (2) through lanes in each direction plus appropriate auxiliary turn lanes from approximately 2,000’ south of Caton Farm Road and extending north for 4.5 miles to approximately 700’ south of IL 71 in the City of Yorkville Phase I Job No. P-93-039-08 D-3 No. 2074 File No. 1931 PPS No. 3-04747-0010 Contract No. 66825 Prepared for District 3, Ottawa Bureau of Program Development District 3 Liaison: Kelly Vlastnik, P.E. By HR Green, Inc. 651 Prairie Point Drive – Suite 201 Yorkville, Illinois 60560 Final: October 2015
Transcript
Page 1: Volume No. 3a of 3 FAP ROUTE 326 (IL 47) SECTION (109, 110 ...

PROJECT REPORT

Volume No. 3a of 3

FAP ROUTE 326 (IL 47) SECTION (109, 110)R KENDALL COUNTY

Reconstruction of IL 47 to provide two (2) through lanes in each direction plus appropriate auxiliary turn lanes from approximately 2,000’ south of Caton Farm Road

and extending north for 4.5 miles to approximately 700’ south of IL 71 in the City of Yorkville

Phase I Job No. P-93-039-08 D-3 No. 2074 File No. 1931 PPS No. 3-04747-0010 Contract No. 66825

Prepared for

District 3, Ottawa

Bureau of Program Development District 3 Liaison: Kelly Vlastnik, P.E.

By

HR Green, Inc.

651 Prairie Point Drive – Suite 201 Yorkville, Illinois 60560

Final: October 2015

Page 2: Volume No. 3a of 3 FAP ROUTE 326 (IL 47) SECTION (109, 110 ...

APPENDIX F

Existing Typical Sections

Proposed Typical Sections

Existing and Proposed Structure Typical Sections

Plan Sheets

Page 3: Volume No. 3a of 3 FAP ROUTE 326 (IL 47) SECTION (109, 110 ...

APPENDIX F

Existing Typical Sections

Page 4: Volume No. 3a of 3 FAP ROUTE 326 (IL 47) SECTION (109, 110 ...

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12'8'2' 8' 2'12' 12'12' 4' 2' 4'2'

120' VARIES 80'-120'

2' 2'

32' & VARIES

20' & VARIES

1'

1'

VARIES VARIES

12'8'2' 8' 2'12' 12'12'

120'

2' 2'

VARIES 32'-12'12' 12'VARIES 12'-0' VARIES 12'-0'VAR 8'-11'2' 2'8'

32'

80'

326 KENDALL(109, 110) R

NA

12ILLINOIS ROUTE 47TYPICAL SECTIONS

1

EX

RO

W

EX

RO

W

LANELANE LANE LANE

EXISTING GROUND (TYP)

GRASS MEDIAN

MEDIAN BARRIER

HIGH TENSION CABLE

MOW STRIP

WEED CONTROL E

X

RO

W

EX

RO

W

EXISTING GROUND (TYP)

AGGREGATE SUBGRADE (TYP)

ILLINOIS ROUTE 47

EXISTING TYPICAL SECTION

ILLINOIS ROUTE 47

EXISTING TYPICAL SECTION

STA 6614+57.00 TO STA 6620+41.52

HMA SHOULDER (TYP)

AGGREGATE SHOULDER (TYP)

SUBBASE GRANULAR MATERIAL (TYP)

(TYP)

AGGREGATE SHOULDER

AGGREGATE SUBGRADE (TYP)

~ EX IL ROUTE 47

~ EX IL ROUTE 47

2%2% 2%

2%4%

4%

4%

4%

PCC SHOULDER (TYP)

EARTH SHOULDER (TYP)

PCC PAVEMENT (TYP)

HMA STABILIZED SUBBASE (TYP)

4'

2% 2%

PCC SHOULDER (TYP)

LANELANE LANE LANE

EXISTING GROUND (TYP)

EX

RO

W

EX

RO

W

AGGREGATE SUBGRADE (TYP)

ILLINOIS ROUTE 47

EXISTING TYPICAL SECTION

STA 6620+41.52 TO STA 6622+20.59AGGREGATE SHOULDER (TYP)

SUBBASE GRANULAR MATERIAL (TYP)

~ EX IL ROUTE 47

2%2% 2%

2%4% 4%

PCC SHOULDER (TYP)

EARTH SHOULDER (TYP)

PCC PAVEMENT (TYP)

HMA STABILIZED SUBBASE (TYP)

1.5% 1.5%

HMA BASE COURSE WIDENING (TYP)

HMA BINDER COURSE PCC BASE COURSE WIDENING (TYP)

9"-6"-9" PCC PAVEMENT

STA 6622+20.59 STA TO 6635+87.31

2% 2%

LANELANE LANE LANE

EARTH SHOULDER (TYP)

SUB-BASE GRANULAR MATERIAL(TYP)

1.5%

LEFT-TURN LANE

STRIPED MEDIAN/

1.5%

STRIPED MEDIAN

PIPE UNDERDRAINS (TYP)

PIPE UNDERDRAINS (TYP)

HMA SURFACE COURSE

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SHEETS

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CONTRACT NO.

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11'11'VARIES 0'-12'

VARIES 60'-40'

VARIES 12'-0'6' 3' 3' 6'

30'30'19.5' 55'

3' 11'11' 3'6' 6'

30' 30'VARIES 19.5'-2' VARIES 55'-40'

VAR. 0'-8' VAR. 6'-8'3'

VARIES 12'-11' VARIES 12'-11'

3'

30' & VARIES VARIES 30' TO 0' VARIES

326 KENDALL(109, 110) R

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LANE LANE

HMA SURFACE COURSE

HMA RESURFACING

9"-6"-9" PCC PAVEMENT

AGGREGATE SHOULDER (TYP)

HMA SHOULDER (TYP)

RIGHT-TURN LANE

PR

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12ILLINOIS ROUTE 47TYPICAL SECTIONS

LANE LANE

HMA SURFACE COURSE

HMA RESURFACING

9"-6"-9" PCC PAVEMENT

AGGREGATE SHOULDER (TYP)

HMA SHOULDER (TYP)

LEFT-TURN LANE

LANE LANE

HMA SURFACE COURSE

HMA RESURFACING

9"-6"-9" PCC PAVEMENT

AGGREGATE SHOULDER (TYP)

HMA SHOULDER (TYP)

STA 6635+87.31 TO STA 6642+76.00

STA 6689+31.56 TO STA 6761+45.00

ILLINOIS ROUTE 47

EXISTING TYPICAL SECTION

ILLINOIS ROUTE 47

EXISTING TYPICAL SECTION

ILLINOIS ROUTE 47

EXISTING TYPICAL SECTION

~ EX IL ROUTE 47

~ EX IL ROUTE 47

~ EX IL ROUTE 47

STA 6642+76.00 TO STA 6689+31.56

EX

RO

W

EX

PE

RM

EA

SE

EX

RO

W

PR

OP

ER

TY

LIN

E (C

OM

ED)

EX

RO

W

EX

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RM

EA

SE

PR

OP

ER

TY

LIN

E (C

OM

ED)

EX

RO

W

EX

RO

W

EX

RO

W

GROUND (TYP)

EXISTING

GROUND (TYP)

EXISTING

GROUND (TYP)

EXISTING

+1.5% +1.5% +1.5% +1.5%

+1.5% +1.5%

STA 6768+81.86 TO STA 6811+69.00

+1.5% +1.5%

EX

PE

RM

EA

SE

2

PCC BASE COURSE WIDENING (TYP)

HMA BASE COURSE WIDENING (TYP)

HMA BASE COURSE WIDENING

PCC BASE COURSE WIDENING (TYP)

PCC BASE COURSE WIDENING (TYP)

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SHEETS

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SHEET NO. OF SHEETS STA. TO STA. FED. ROAD DIST. NO. ILLINOIS FED. AID PROJECT

CONTRACT NO.

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12' 12'3'3' 3' 3'VARIES 0'-12'VAR. 6'-0' VAR. 6'-0'

VAR. 5'-6' VAR. 5'-8'

60' 60'

60'

3'11'VARIES 0'-12'11'VARIES 0'-12'3'-4'

11'11' 3'

60'

40' 30' 25' VARIES 24.5'-15'

12' 6'

326 KENDALL(109, 110) R

NA

ILLINOIS ROUTE 47TYPICAL SECTIONS

12 3

LANE LANE

AGGREGATE SHOULDER (TYP)

HMA SHOULDER (TYP)

HMA RESURFACING

HMA SURFACE COURSE

9"-6"-9" PCC PAVEMENT

LANE*

*

AREAGORE

AREAGORE

LANE LANE

HMA SURFACE COURSE

HMA RESURFACING

9"-6"-9" PCC PAVEMENTAGGREGATE SHOULDER (TYP)

HMA SHOULDER (TYP)

RIGHT-TURN LANE LEFT-TURN LANE

STA 6811+69.00 TO STA 6839+15.00

STA 6839+15.00 TO STA 6852+25.00

ILLINOIS ROUTE 47

EXISTING TYPICAL SECTION

ILLINOIS ROUTE 47

EXISTING TYPICAL SECTION

~ EX IL ROUTE 47

~ EX IL ROUTE 47

LANES, & STRIPED MEDIANS.

BI-DIRECTIONAL TURN LANE, LEFT-TURN

EX

RO

W

EX

RO

W

EX

RO

W

EX

RO

W

GROUND (TYP)

EXISTING

GROUND (TYP)

EXISTING

+1.5% +1.5% +1.5%

+2% +2% +2% +2% +2%

LANE LANE

HMA SURFACE COURSE

HMA RESURFACING

9"-6"-9" PCC PAVEMENT

RIGHT-TURN LANE

PR

OP

ER

TY

LIN

E (C

OM

ED)

STA 6761+45.00 TO STA 6768+81.86

ILLINOIS ROUTE 47

EXISTING TYPICAL SECTION

~ EX IL ROUTE 47

EX

RO

W

EX

RO

W

+1.5% +1.5%

EX

PE

RM

EA

SE

+1.5%

GROUND (TYP)

EXISTING

+1.5%

HMA BASE COURSE WIDENING

HMA BASE COURSE WIDENING (TYP)

HMA BASE COURSE WIDENING

PCC BASE COURSE WIDENING (TYP)

WIDENING (TYP)

PCC BASE COURSE

PCC BASE COURSE WIDENING (TYP)

GUTTER TYPE B-6.24

COMBINATION CONCRETE CURB &

AGGREGATE SHOULDER

HMA SHOULDER

Page 7: Volume No. 3a of 3 FAP ROUTE 326 (IL 47) SECTION (109, 110 ...

APPENDIX F

Proposed Typical Sections

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SHEETS

SHEET

NO.RTE.

SHEET NO. OF SHEETS STA. TO STA. FED. ROAD DIST. NO. ILLINOIS FED. AID PROJECT

CONTRACT NO.

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12'8'2'2' 8' 2' 2'

6" (TYP)

6" (TYP)

18" (TYP)

12' 12'12' VARIES 0'-12'

32'

VARIES 0-12'

2' MIN 2' MIN

4' 2' 4'2'

1'

1'

VARIES 0'-30'

VARIES 20'-8'

30' 30'

VARIES 85'-120'

12'8'2' 8' 2'12' 12'12'

32'

4' 2' 4'2'

VARIES 20'-8' VARIES 0'-12'VARIES 0'-12'

120' VARIES 80'-120'

2' 2'

326 KENDALL(109, 110) R

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ILLINOIS ROUTE 47TYPICAL SECTIONS

LANELANE LANE LANELEFT-TURN LANE

1:4

LEFT-TURN LANE

2%2%

1.5%

1:4

EXISTING GROUND (TYP)

2%2%

1.5%

~ EX IL ROUTE 47

4%

SHOULDER

PAVED

5%5%4%

5% 5%

SHOULDER

PAVED

1:3

*

1:3

*

*

~ PR IL ROUTE 47

& PLACE (TYP)

TOPSOIL FURNISH

4%

SHLDR

PAVED

4% 4%

SHLDR

PAVED

4% 4%4%

RUMBLE STRIP (TYP)

**

GRASS MEDIAN

4'

ILLINOIS ROUTE 47

PROPOSED TYPICAL SECTION

STA 6622+20.59 TO STA 6703+30.21

PROPOSED PAVEMENT (TYP)

AGGREGATE SUBGRADE (TYP)

TYPE B (TYP)

AGGREGATE SHOULDER,

MEDIAN BARRIER

HIGH TENSION CABLE

MOW STRIP

WEED CONTROL

PGLPGL

TYPE B (TYP)

AGGREGATE SHOULDER,

TYPE C (TYP)

SUBBASE GRANULAR MATERIAL,

EARTH SHOULDER (TYP)

EX

PE

RM

EA

SE

EX

RO

W

PR

RO

W

412

1:8** **1:8

VARY TO 1:5 (MAX) IF NECESSARY TO FACILITATE DRAINAGE.

IN AREAS WHERE THERE IS NO HTC BARRIER, SLOPE MAY

DRAINAGE.

WIDTH MAY INCREASE WHERE NECESSARY TO ACCOMMODATE

TURN LANES OR TAPERS.

WHERE GRASS MEDIAN IS 20' WIDE. IT SHALL NOT EXTEND INTO

CABLE BARRIER AND MOWING STRIP SHALL BE PROVIDED ONLY

NOTE:

LANELANE LANE LANE

EXISTING GROUND (TYP)

4%

SHLDR

PAVED

4% 4%

SHLDR

PAVED

4% 4%4%

RUMBLE STRIP (TYP)

GRASS MEDIAN

TYPE B (TYP)

AGGREGATE SHOULDER,

1:8** **1:8

EX

RO

W

EX

RO

W

ILLINOIS ROUTE 47

PROPOSED TYPICAL SECTION

LEFT-TURN LANE

1.5%4%4% 4%

PROPOSED PAVEMENT (TYP)

AGGREGATE SUBGRADE (TYP)

LEFT-TURN LANE

1.5%

STA 6614+57.00 TO STA 6622+20.59

**VARY TO 1:5 (MAX) IF NECESSARY TO FACILITATE DRAINAGE.

IN AREAS WHERE THERE IS NO HTC BARRIER, SLOPE MAY

2%2%

2%2%

~ EX/PR IL ROUTE 47

4%4%4%4%4%4%

EX PCC PAVEMENT (TYP)

EX HMA STABILIZED SUBBASE (TYP)

EX AGGREGATE SUBGRADE (TYP)

(TO BE REMOVED)

WEED CONTROL MOW STRIP

MEDIAN BARRIER AND 4'

EXISTING HIGH TENSION CABLE

EX EARTH SHOULDER (TYP)

EX AGGREGATE SHOULDER (TYP)

EX PCC SHOULDER (TYP)

MATERIAL (TYP)

EX SUBBASE GRANULAR

PIPE UNDERDRAINS (TYP)

EX PIPE UNDERDRAINS (TYP)

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SHEETS

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CONTRACT NO.

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12'8'2'2' 8' 2' 2'

6" (TYP)

6" (TYP) 18" (TYP)

12' 12'12' VARIES 0'-12'

32'

VARIES 0-12'

2' MIN 2' MIN

4' 2' 4'2'

1'

1'

VARIES 0'-30'

VARIES 20'-8'

25'30'

12'8'2'2' 8' 2' 2'

6" (TYP)

6" (TYP)18" (TYP)

12' 12'12'

2' MIN

2' MIN

25'30'VARIES 30'-15'

VARIES 32'-13'

VARIES 90'-75'

VARIES 90'-120'

326 KENDALL(109, 110) R

NA

ILLINOIS ROUTE 47TYPICAL SECTIONS

LANE LANE LANELEFT-TURN LANE LEFT-TURN LANE

EXISTING GROUND (TYP)

~ EX IL ROUTE 47

1:4

2%2%

1.5%

4%5%5%

1:4

2%2%

1.5%

4%5%

SHOULDER

PAVED LANE

SHOULDER

PAVED

5%

1:3

*

1:3

*

~ PR IL ROUTE 47

4%

SHLDR

PAVED

4% 4%

SHLDR

PAVED

4% 4%

RUMBLE STRIP (TYP)

GRASS MEDIAN

4'

ILLINOIS ROUTE 47

PROPOSED TYPICAL SECTION

STA 6703+30.21 TO STA 6748+99.87

& PLACE (TYP)

TOPSOIL FURNISH

EARTH SHOULDER (TYP)

TYPE B (TYP)

AGGREGATE SHOULDER,

TYPE C (TYP)

SUBBASE GRANULAR MATERIAL,

PR

RO

W

PGL PGL

AGGREGATE SUBGRADE (TYP)

PROPOSED PAVEMENT (TYP)

MOW STRIP

WEED CONTROL

MEDIAN BARRIER

HIGH TENSION CABLETYPE B (TYP)

AGGREGATE SHOULDER,

EX

PE

RM

EA

SE

EX

RO

W

512

LANE LANE LANE

EXISTING GROUND (TYP)

~ EX IL ROUTE 47

1:4

2%2%

4%5%5%

1:4

2%2%

4% 5%

SHOULDER

PAVED LANE

SHOULDER

PAVED

5%

1:3

*

1:3

*

~ PR IL ROUTE 47

RUMBLE STRIP (TYP)

*ILLINOIS ROUTE 47

PROPOSED TYPICAL SECTION

STA 6748+99.87 TO STA 6754+99.94

& PLACE (TYP)

TOPSOIL FURNISH

EARTH SHOULDER (TYP)

TYPE B (TYP)

AGGREGATE SHOULDER,

TYPE C (TYP)

SUBBASE GRANULAR MATERIAL,

PR

RO

W

PGL PGL

AGGREGATE SUBGRADE (TYP)

PROPOSED PAVEMENT (TYP)

EX

PE

RM

EA

SE

EX

RO

W

MEDIAN

4% 4%

(SEE TYPICAL SECTION ABOVE).

GRASS MEDIAN ENDS AT STA 6754+05.25

TO ACCOMMODATE DRAINAGE.

WIDTH MAY INCREASE WHERE NECESSARY

PAVED SHOULDER

MATERIAL, TYPE C

SUBBASE GRANULAR

*

**VARY TO 1:5 (MAX) IF NECESSARY TO FACILITATE DRAINAGE.

IN AREAS WHERE THERE IS NO HTC BARRIER, SLOPE MAY

DRAINAGE.

WIDTH MAY INCREASE WHERE NECESSARY TO ACCOMMODATE

TURN LANES OR TAPERS.

WHERE GRASS MEDIAN IS 20' WIDE. IT SHALL NOT EXTEND INTO

CABLE BARRIER AND MOWING STRIP SHALL BE PROVIDED ONLY

NOTE:

1:8** **1:8

***

***

PIPE UNDERDRAINS (TYP)

PIPE UNDERDRAINS (TYP)

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SHEETS

SHEET

NO.RTE.

SHEET NO. OF SHEETS STA. TO STA. FED. ROAD DIST. NO. ILLINOIS FED. AID PROJECT

CONTRACT NO.

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3'

2'

2'

3'

6" (TYP)

6" (TYP)

13' 12' 13' 12' 13'

3'

2'

2'

3'

6" (TYP)

6" (TYP)

13' 12' 13' 12' 13'

30' & VARIESVARIES 40'-60'

VARIES 60'-80'

60' 60'

VARIES 0'-85' VARIES 0'-110'

VARIES 55'-60'VARIES 15'-0'

326 KENDALL(109, 110) R

NA

LANE LANE LANE LANE LANE

2% 2% 2%2%5%

EXISTING GROUND (TYP)

1:31:3

1:4

1:3

5%

*

& PLACE (TYP)

TOPSOIL FURNISH

LANE LANE LANE LANE LANE

2% 2% 2%2%5%

EXISTING GROUND (TYP)

1:3

1:3

1:4

1:3

5%

*

& PLACE (TYP)

TOPSOIL FURNISH

ILLINOIS ROUTE 47

PROPOSED TYPICAL SECTION

STA 6754+99.94 TO STA 6809+01.72

ILLINOIS ROUTE 47

PROPOSED TYPICAL SECTION

STA 6809+01.72 TO STA 6852+25.00

ILLINOIS ROUTE 47TYPICAL SECTIONS

TYPE B-6.24 (TYP)

COMBINATION CONCRETE CURB & GUTTER AGGREGATE SUBGRADE

PGL

PR

RO

W

EX

RO

W

EX

RO

W

EX

PE

RM

EA

SE

~ EX/PR IL ROUTE 47

TYPE B-6.24 (TYP)

COMBINATION CONCRETE CURB & GUTTER

***

PROPOSED PAVEMENT

AGGREGATE SUBGRADE

PR

RO

W

EX

RO

W

EX

RO

W

PR

RO

W

** **

12 6

****

**

***

****

*

**

***

~ PR IL ROUTE 47 ~ EX IL ROUTE 47

****

PROPOSED PAVEMENT

2%

2% 2%

2%

PGL

****

*

***

*

*****

*****

LANES, & STRIPED MEDIANS.

BI-DIRECTIONAL TURN LANE, LEFT-TURN

STA 6823+00.

NO DITCH OR BACKSLOPE FROM STA 6817+20 TO

AND FROM STA 6831+50 TO STA 6840+00.

SLOPE IS 1:3 FROM STA 6806+50 TO STA 6812+50

PIPE UNDERDRAINS (TYP)

PIPE UNDERDRAINS (TYP)

LANES, & STRIPED MEDIANS.

BI-DIRECTIONAL TURN LANE, LEFT-TURN

(EXISTING ROW VARIES FROM 60' TO 91' IN THIS AREA).

NO EXISTING EASEMENT STA 6792+93.85 TO STA 6797+70.72

NO DITCH OR BACKSLOPE FROM STA 6762+00 TO STA 6765+50.

(STA 6754+99.94 TO STA 6768+20.00).

SLOPE VARIES FROM 1:4 TO 1:5 SOUTH OF AMENT ROAD

STA 6806+50 TO STA 6812+50.

SLOPE IS 1:3 FROM STA 6761+00 TO STA 6768+20 AND FROM

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SHEETS

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2'

2'

4' 4'

6" (TYP)

VARIES 0'-12'

2'

2'

3'

3' 2'

6" (TYP)

VARIES 12'-0' 20'

VARIES 11'-12' VARIES 11'-12'

VARIES 12'-11' VARIES 12'-11'

VARIES 75'-60'VARIES 60'-35'

11'11'VARIES VARIES11' 11' 2'3'3'2'

2'

VARIES 60' 60'35'

VARIES 17'-70' VARIES 60'-70'

60'VARIES

60'35'

326 KENDALL(109, 110) R

NA

1:31:3

1:3

LEFT-TURN LANE LANELANE

2% 2%2% 2%

~ CATON FARM ROAD (WEST)

1:4

GROUND (TYP)

EXISTING

& PLACE (TYP)

TOPSOIL FURNISH

PR

RO

W

EX

RO

W

EX

RO

W

1:3

1:3 1:3

LEFT-TURN LANE LANELANE

~ CATON FARM ROAD (EAST)

4% 6%

1:4

GROUND (TYP)

EXISTING

& PLACE (TYP)

TOPSOIL FURNISH

PR

RO

W

PR

RO

W

CATON FARM ROAD (EAST)

PROPOSED TYPICAL SECTION

CATON FARM ROAD (WEST)

PROPOSED TYPICAL SECTION

1:4

CLEAR ZONE

PR

RO

W

6%

PROPOSED PAVEMENT

AGGREGATE SUBGRADETYPE B (TYP)

AGGREGATE SHOULDER,

STA 104+50 TO STA 109+35

(LOCAL ROAD)

4%

PROPOSED PAVEMENT

AGGREGATE SUBGRADE

STA 111+65 TO STA 115+80

(MAJOR COLLECTOR)

TYPE B (TYP)

AGGREGATE SHOULDER,

PAVED SHOULDER (TYP)

CATON FARM ROADTYPICAL SECTIONS

1.5% 1.5% 1.5% 1.5%

CATON FARM ROAD (EAST)

EXISTING TYPICAL SECTION

STA 111+65 TO STA 115+80

(MAJOR COLLECTOR)

LANE LANE3'-5' 3'-5'LANELANE

GROUND (TYP)

EXISTING

GROUND (TYP)

EXISTING

~ CATON FARM ROAD (WEST) ~ CATON FARM ROAD (EAST)

+2% +2%+1.5% +1.5%

AGGREGATE SHOULDER (TYP)

CATON FARM ROAD (WEST)

EXISTING TYPICAL SECTION

STA 104+50 TO STA 109+35

(LOCAL ROAD)

EX

RO

W

EX

RO

W

HMA PAVEMENT

HMA SHOULDER (TYP)

12 7

6%

6%

EX

RO

W

EX

RO

W

0' AGGREGATE WITHIN THE IL 47 RADIUS RETURNS.

PROPOSED SHOULDERS SHALL BE 4' PAVED AND

NOTE:

0' AGGREGATE WITHIN THE IL 47 RADIUS RETURNS.

PROPOSED SHOULDERS SHALL BE 5' PAVED AND

NOTE:

PGL

PGL

EX

RO

W

EX

RO

W

SURFACE - TREATED

BITUMINOUS

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2'2'

4'2'

6" (TYP)

VARIES 0'-12'

2'

2'

4' 4'

6" (TYP)

VARIES 12'-0'VARIES 12'-11' VARIES 12'-11'

11' 11' 11' VARIESVARIES 11'4' 4' 2'2'

45' 45' 30' 30'

4' 2'VARIES 11'-12'VARIES 11'-12'

VARIES 45'-55' VARIES 45'-55'

VARIES 50'-30' VARIES 50'-30'

45'45'

30'30'

326 KENDALL(109, 110) R

NA

1:3 1:3

LEFT-TURN LANE LANELANE

1:4

GROUND (TYP)

EXISTING

& PLACE (TYP)

TOPSOIL FURNISH

PR

RO

W

PR

RO

W

1:31:3

LEFT-TURN LANE LANELANE

2% 2%2% 2%6%

1:4

GROUND (TYP)

EXISTING

& PLACE (TYP)

TOPSOIL FURNISH

PR

RO

W

PR

RO

W

1:4

WALKER ROAD (WEST)

PROPOSED TYPICAL SECTION

1:4

~ WALKER ROAD (WEST)

WALKER ROAD (EAST)

PROPOSED TYPICAL SECTION

~ WALKER ROAD (EAST)

WALKER ROADTYPICAL SECTIONS

0' AGGREGATE WITHIN THE IL 47 RADIUS RETURNS.

PROPOSED SHOULDERS SHALL BE 6' PAVED AND

NOTE:

PROPOSED PAVEMENT

AGGREGATE SUBGRADE

TYPE B (TYP)

AGGREGATE SHOULDER,

PAVED SHOULDER (TYP)

STA 205+13 TO STA 209+28

(MAJOR COLLECTOR)

STA 211+70 TO STA 215+85

(LOCAL ROAD)

4%6%

PROPOSED PAVEMENT

AGGREGATE SUBGRADE

TYPE B (TYP)

AGGREGATE SHOULDER,

6%

WALKER ROAD (EAST)

EXISTING TYPICAL SECTION

WALKER ROAD (WEST)

EXISTING TYPICAL SECTION

STA 205+13 TO STA 209+28

(MAJOR COLLECTOR)

STA 211+70 TO STA 215+85

(LOCAL ROAD)

~ WALKER ROAD (WEST) ~ WALKER ROAD (EAST)

AGGREGATE SHOULDER (TYP)

LANE LANE

GROUND (TYP)

EXISTING

LANE LANE 1'-3'1'-3'

AGGREGATE SHOULDER (TYP)GROUND (TYP)

EXISTING

+2% +2%

HMA SHOULDER (TYP)

HMA PAVEMENT

+1.5% +1.5%

1.5% 1.5% 1.5% 1.5%

812

EX

RO

W

EX

RO

W

EX

RO

W

EX

RO

W

PGL

PGL

4% 6%

0' AGGREGATE WITHIN THE IL 47 RADIUS RETURNS.

PROPOSED SHOULDERS SHALL BE 4' PAVED AND

NOTE:

EX

RO

W

EX

RO

W

EX

RO

W

EX

RO

W

SURFACE - TREATED

BITUMINOUS

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2'2'

4'

6" (TYP)

VARIES 0'-12'

2'2'

6" (TYP)

VARIES 12'-0'

VARIES 11'-12' VARIES 11'-12'

VARIES 12'-11' VARIES 12'-11'

VARIES11'11'VARIES VARIES11'VARIES 11'

4'

30' 30' 30' 30'

30' 30'

30' 30'

4' 4'

VARIES 50'-30'VARIES 50'-30'

VARIES 30'-50' VARIES 30-50'

326 KENDALL(109, 110) R

NA

1:31:3

LEFT-TURN LANE LANELANE

2% 2%2% 2%

1:4

GROUND (TYP)

EXISTING

& PLACE (TYP)

TOPSOIL FURNISH

PR

RO

W

PR

RO

W

1:3

1:3

LEFT-TURN LANE LANELANE

2% 2%2% 2%

1:4

GROUND (TYP)

EXISTING

& PLACE (TYP)

TOPSOIL FURNISH

PR

RO

W

1:4

AMENT ROAD (WEST)

PROPOSED TYPICAL SECTION

1:4

~ AMENT ROAD (WEST)

AMENT ROAD (EAST)

PROPOSED TYPICAL SECTION

~ AMENT ROAD (EAST)

AMENT ROADTYPICAL SECTIONS

STA 305+25 TO STA 309+40

(LOCAL ROAD)

STA 311+60 TO STA 315+75

(LOCAL ROAD)

TYPE B (TYP)

AGGREGATE SHOULDER,AGGREGATE SUBGRADE

PROPOSED PAVEMENT

TYPE B (TYP)

AGGREGATE SHOULDER,

AGGREGATE SUBGRADE

PROPOSED PAVEMENT

6%

(LOCAL ROAD)

AMENT ROAD (WEST)

PROPOSED TYPICAL SECTION

STA 305+25 TO STA 309+40

(LOCAL ROAD)

AMENT ROAD (EAST)

PROPOSED TYPICAL SECTION

STA 311+60 TO STA 315+75

GROUND (TYP)

EXISTING

1'-3'LANE

+2%

LANE

+2%

1'-3'

~ AMENT ROAD (WEST)

2'-4'LANE

+2%

LANE

+2%

2'-4'

GROUND (TYP)

EXISTING

~ AMENT ROAD (EAST)

PROVIDED ALONG THE RADIUS RETURNS.

COMBINATION CONCRETE CURB & GUTTER TYPE B-6.24 SHALL BE

PROPOSED SHOULDERS TERMINATE AT THE IL 47 RADIUS RETURNS.

NOTE:

PROVIDED ALONG THE RADIUS RETURNS.

COMBINATION CONCRETE CURB & GUTTER TYPE B-6.24 SHALL BE

PROPOSED SHOULDERS TERMINATE AT THE IL 47 RADIUS RETURNS.

NOTE:

PR

RO

W

912

6%

EX

RO

W

EX

RO

W

EX

RO

W

EX

RO

W

EX

RO

W

EX

RO

W

EX

RO

W

EX

RO

W

6% 6%

PGL

PGL

*

*

* SLOPE IS 1:3 FROM STA 305+00 TO STA 305+75.

SURFACE - TREATED

BITUMINOUS

SURFACE - TREATED

BITUMINOUS

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SHEETS

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SHEET NO. OF SHEETS STA. TO STA. FED. ROAD DIST. NO. ILLINOIS FED. AID PROJECT

CONTRACT NO.

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6" (TYP)

40'

2'

6" (TYP)

30'30'

2'

12'12'

40'

40' 40'30' 30'

12' 12'

13' & VARIES 13' & VARIES

13' & VARIES 13' & VARIES

20'10'

326 KENDALL(109, 110) R

NA

LANE

2% 5%

GROUND (TYP)

EXISTING

& PLACE (TYP)

TOPSOIL FURNISH

EX

RO

W

EX

RO

W

1:41:3

LANE

5%

1:4

CURB & GUTTER TYPE B-6.24 (TYP)

COMBINATION CONCRETE

LANE

2%5%

GROUND (TYP)

EXISTING& PLACE (TYP)

TOPSOIL FURNISH

EX

RO

W

EX

RO

W

1:41:3

LANE

2%5%

1:4

CURB & GUTTER TYPE B-6.24 (TYP)

COMBINATION CONCRETE

BONNIE LANE

PROPOSED TYPICAL SECTION

(LOCAL ROAD)

BONNIE LANE

EXISTING TYPICAL SECTION

LANE LANE

EX

RO

W

EX

RO

W

+2% +2%

PROPOSED PAVEMENT

AGGREGATE SUBGRADE

PROPOSED PAVEMENT

AGGREGATE SUBGRADE

~ BONNIE LANE

STA 703+65 TO STA 704+50

STA 703+65 TO STA 704+50

~ BONNIE LANE

EX

RO

W

EX

RO

W

LANE LANE

+4% +4%

GROUND (TYP)

EXISTINGGROUND (TYP)

EXISTING

PR

TE

MP

EA

SE

PR

TE

MP

EA

SE

2%

1012

STA 400+50 TO STA 401+58

STA 400+50 TO STA 401+58

SURFACE - TREATED

BITUMINOUS

CONSERVATION DRIVE

EXISTING TYPICAL SECTION

CONSERVATION DRIVE

PROPOSED TYPICAL SECTION

~ CONSERVATION DRIVE

~ CONSERVATION DRIVE

(LOCAL ROAD)

(LOCAL ROAD)

(LOCAL ROAD)

CONSERVATION DRIVE & BONNIE LANETYPICAL SECTIONS

SURFACE - TREATED

BITUMINOUS

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15' 19'12.5' 12.5'

15' 19'12.5' 12.5'

15' 19'12.5' 12.5'

5'5'

6" (TYP)

6" (TYP)

5' 5'

5' 5'

VARIES VARIES

VARIES VARIES

VARIES VARIES

6" (TYP)

6" (TYP)

326 KENDALL(109, 110) R

NA

(LOCAL ROAD)

(LOCAL ROAD)

FAIRFAX WAY

PROPOSED TYPICAL SECTION

LANE LANELANE

GROUND (TYP)

EXISTING

EX

RO

W

EX

RO

W

LANE LANELANE

GROUND (TYP)

EXISTING

EX

RO

W

EX

RO

W

LANE LANELANE

GROUND (TYP)

EXISTING

EX

RO

W

EX

RO

W

~ FAIRFAX WAY

2%2%2%

1.5%1.5%

CURB & GUTTER TYPE B-6.12 (TYP)

COMBINATION CONCRETE

VAR.VAR.

VAR.VAR. VAR.

CURB & GUTTER TYPE B-6.12 (TYP)

COMBINATION CONCRETE

1.5%1.5%

2%2% 2%VAR.VAR.

LANDSCAPED MEDIAN

GRASS MEDIAN

GRASS MEDIAN

(LOCAL ROAD)

STA 500+60.00 TO STA 501+50.00 (FAIRFAX)

PROPOSED PAVEMENT (TYP)

AGGREGATE SUBGRADE (TYP)

PROPOSED PAVEMENT (TYP)

AGGREGATE SUBGRADE (TYP)

& PLACE (TYP)

TOPSOIL FURNISH

& PLACE (TYP)

TOPSOIL FURNISH

PCC SIDEWALK (TYP)

GUTTER TYPE B-6.24 (TYP)

COMBINATION CONCRETE CURB &

GUTTER TYPE B-6.24 (TYP)

COMBINATION CONCRETE CURB &

GUTTER TYPE B-6.12 (TYP)

COMBINATION CONCRETE CURB &

1112

STA 500+60.00 TO STA 501+50.00

STA 609+55.00 TO STA 610+35.00

~ FAIRFAX WAY & WINDETT RIDGE ROAD

FAIRFAX WAY & WINDETT RIDGE ROAD

EXISTING TYPICAL SECTION

STA 609+55.00 TO STA 610+35.00 (WINDETT)

~ WINDETT RIDGE ROAD

WINDETT RIDGE ROAD

PROPOSED TYPICAL SECTION

FAIRFAX WAY & WINDETT RIDGE ROADTYPICAL SECTIONS

TO REMAIN IN PLACE (TYP)

EXISTING PCC SIDEWALK

TO REMAIN IN PLACE (TYP)

EXISTING PCC SIDEWALK

PGL

PGL

PROVIDED WITH SIDEWALK RAMPS/LANDINGS.

A CROSSWALK ON FAIRFAX WAY WILL BE

SIDEWALKS SHALL BE EXTENDED TO IL 47.

NOTE:

NE CORNER FOR A FUTURE CROSSWALK.

A RAMP/LANDING WILL BE PROVIDED IN THE

BE PROVIDED WITH SIDEWALK RAMPS/LANDINGS.

A CROSSWALK ON WINDETT RIDGE ROAD WILL

SIDEWALKS SHALL BE EXTENDED TO IL 47.

NOTE:

HMA PAVEMENT HMA PAVEMENT

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CONTRACT NO.

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11'VARIES VARIES11'

2'

2'

6" (TYP)

4' VARIES 0'-12'

33' & VARIES 33' & VARIES

VARIES VARIES

33' & VARIES33' & VARIES

4'VARIES 11'-12' VARIES 11'-12'

326 KENDALL(109, 110) R

NA

LEGION ROADTYPICAL SECTIONS

LEGION ROAD

PROPOSED TYPICAL SECTION

(LOCAL ROAD)

(LOCAL ROAD)

LEGION ROAD

EXISTING TYPICAL SECTION

1'-3'

+2%

LANE

+2%

LANE

GROUND (TYP)

EXISTING

1'-3'

~ LEGION ROAD

~ LEGION ROAD

EX

RO

W

EX

RO

W

LANE LANE

2%2%

1:4

1:3

& PLACE (TYP)

TOPSOIL FURNISH

PR

RO

W

PR

RO

W

PROPOSED PAVEMENT

AGGREGATE SUBGRADE

GROUND (TYP)

EXISTING

1212

STA 602+50 TO STA 607+30

STA 602+50 TO STA 607+30

1:3

6%

TYPE B (TYP)

AGGREGATE SHOULDER,

*NO DITCH OR BACKSLOPE PRIOR TO STA 604+25.

*

*

LEFT-TURN LANE

2% 2%

EX

RO

W

EX

RO

W

PGL

6%

PROVIDED ALONG THE RADIUS RETURNS.

COMBINATION CONCRETE CURB & GUTTER TYPE B-6.24 SHALL BE

PROPOSED SHOULDERS TERMINATE AT THE IL 47 RADIUS RETURNS.

NOTE:

1:4 & VARIES

SURFACE - TREATED

BITUMINOUS

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APPENDIX F

Existing and Proposed Structure Typical Sections

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SHEETS

SHEET

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CONTRACT NO.

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6' 6'

12' 12'20' 12'

6" (TYP)

6" (TYP)

4' 4'2'2' 2' 2'

23.2'

18" (TYP)

12'

3' 3'

43.4' 51.0'

6'

20.4'20.1'

19.4'

6'

8'

16.4'

79.5'

75.6'74.6'

111.1'79.5'

87.9'

326 KENDALL(109, 110) R

NA

2

LANE LANE

HMA SURFACE COURSE

HMA RESURFACING

9"-6"-9" PCC PAVEMENT

LEFT-TURN LANE

~ EX IL ROUTE 47

GROUND (TYP)

EXISTING

+1.5% +1.5% +1.5%+1.5%

1

PCC BASE COURSE WIDENING (TYP)

LANELANE LANE LANELEFT-TURN LANE

~ PR IL ROUTE 47

1.5%2%

2%

1.5%2%

PROPOSED PAVEMENT (TYP)

AGGREGATE SUBGRADE (TYP)

5%5% 4%

& PLACE (TYP)

TOPSOIL FURNISH

TYPE C (TYP)

SUBBASE GRANULAR MATERIAL,

5% 5%

EX

RO

W

~ EX IL ROUTE 47

4%

SHLDR

PAVED

SHLDR

PAVED

STA 6635+97.37

SN 047-2010 (DOUBLE 8'x6')

EXISTING TYPICAL SECTION

STA 6635+97.37

(CULVERT SKEWED 0.44° LT AHEAD)

9•

"10•

"

SN 047-2010 (DOUBLE 8'x6')

PROPOSED TYPICAL SECTION

(CULVERT SKEWED 1.46° RT AHEAD)

12"12"

8" (T

YP)

FLOW

3' (T

YP)

HMA BASE COURSE WIDENING (TYP)

HMA SHOULDER (TYP)

AGGREGATE SHOULDER (TYP)

PR

OP

ER

TY

LIN

E (C

OM

ED) /

EX

PE

RM

EA

SE

ME

NT

0.00074%

FLUSH MEDIAN

10•

"

0.00074%

(TY

P)

(TY

P)

FLOW

12"

8"

(TY

P)

48'

PGL

2%

12"

PR

OP

ER

TY

LIN

E (C

OM

ED) /

EX

PE

RM

EA

SE

ME

NT

3' (T

YP)

1:6.4 1:5.6

1.50%0.25%

ELEV = 657.45

D/S FLOWLINE

ELEV = 657.52

U/S FLOWLINE

ELEV = 657.53

U/S FLOWLINE

ELEV = 657.41

D/S FLOWLINE

PGL

9•" (TYP)

TRIBUTARY TO WEST AUX SABLE CREEKSN 047-2010 (DOUBLE 8'x6')

STRUCTURE TYPICAL SECTIONS

EX

RO

W

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SHEETS

SHEET

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SHEET NO. OF SHEETS STA. TO STA. FED. ROAD DIST. NO. ILLINOIS FED. AID PROJECT

CONTRACT NO.

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3' 11'11' 3'6' 6'

12'12' 12' 12'4'2'4' 2' 8' 2' 2'8'2'2'

1'

1'

6" (TYP)

6" (TYP)

18" (TYP)

20'

5.6'

30' 25'

31.0' 29.4'

7'

72.6'72.5'

7'

24.5'

60'

326 KENDALL(109, 110) R

NA

2

LANE LANE

HMA SURFACE COURSE

HMA RESURFACING

9"-6"-9" PCC PAVEMENT

HMA SHOULDER (TYP)

~ EX IL ROUTE 47

EX

RO

W

EX

RO

W

+1.5% +1.5%

2

1:6.81:7.4

AGGREGATE SHOULDER (TYP)

LANELANE

PGL

2% 2%

LANE LANE

PGL

2%2%

SHLDR

PAVEDGRASS MEDIAN

SHLDR

PAVED

4%5% 5%

SHOULDER

PAVED

4%

SHOULDER

PAVED

5%5%

RUMBLE STRIP (TYP)

4'

~ PR IL ROUTE 47~ EX IL ROUTE 47

& PLACE (TYP)

TOPSOIL FURNISH

TYPE B (TYP)

AGGREGATE SHOULDER,

TYPE C (TYP)

SUBBASE GRANULAR MATERIAL,

EARTH SHOULDER (TYP)

PR

RO

W

PR

RO

W

MEDIAN BARRIER

HIGH TENSION CABLE

MOW STRIP

WEED CONTROL

TYPE B (TYP)

AGGREGATE SHOULDER,

PROPOSED PAVEMENT (TYP)

AGGREGATE SUBGRADE (TYP)

1:81:8

GROUND (TYP)

EXISTING

120'

STA 6702+46.50

WIDENING (TYP)

PCC BASE COURSE

4% 4% 4% 4%4%

EX

PE

RM

EA

SE

FLOW

SN 047-2006 (DOUBLE 12'x7')

EXISTING TYPICAL SECTION

(CULVERT SKEWED AT 0.40° RT AHEAD)

STA 6702+46.50

(CULVERT SKEWED AT 3.24° LT AHEAD)

SN 047-2006 (DOUBLE 12'x7')

PROPOSED TYPICAL SECTION

12"

9" (T

YP)

3' (T

YP)

10"

11"

FLOW

120'

10"

11"

(TY

P)

(TY

P)

(TY

P)

12"

12"

PR

OP

ER

TY

LIN

E (C

OM

ED)

12"

9" (T

YP)

0.14%

ELEV = 659.10

U/S FLOWLINE

ELEV = 659.00

D/S FLOWLINE

ELEV = 659.16

U/S FLOWLINE

ELEV = 658.92

D/S FLOWLINE

MIDDLE AUX SABLE CREEKSN 047-2006 (DOUBLE 12'x7')

STRUCTURE TYPICAL SECTIONS

0.31%

3' (T

YP)

145.4'

0.166%

0.166%

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APPENDIX F

Plan Sheets

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SHEETS

SHEET

NO.RTE.

SHEET NO. OF SHEETS STA. TO STA. FED. ROAD DIST. NO. ILLINOIS FED. AID PROJECT

CONTRACT NO.

SCALE:

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6615+00 6616+00 6617+00 6618+00 6619+00 6620+00 6621+00 6622+00 6623+006614+006613+006612+006611+006610+00

645

650

655

660

665

670

675

680

685

645

650

655

660

665

670

675

680

685

12'12'

20'

12'12'

12'12'12'

4'

12'12'

12'

4'

12'

20'

12'

12'12'

12'12'

12'

12'

12'

20'

6610+00 6615+00 6620+00

G

10"14"18"

14"

GV GVGV

661.81

+00 (LT)

-0.30% (LT)

-0.34%

EL

EV

ATIO

N 671.8

4

ST

A 6622

+20.0

0

BE

GIN

RE

CO

NS

TR

UC

TIO

N

+36.0

0

EL.

671.5

4

200.00' V.C.

+0.31% -0.35%

200.00' V.C.

K = 301+05.0

0

EL.

673.3

3

+05.0

0

EL.

673.2

9

VPI

ST

A 6617

+05.0

0

EL

EV

ATIO

N 673.6

4

-0.35%

GRADE LINE

EXISTING PROFILE

*

*

IL ROUTE 47 PROJECT (PER FINAL PLANS SEALED 07/14/14).

MATCHES THE PROPOSED PROFILE GRADE LINE FOR THE ADJACENT

SOUTH OF STATION 6622+20.00, THE EXISTING PROFILE GRADE LINE

671.7

4

671.5

7

671.9

0

671.5

8

671.7

4

672.0

5

672.2

1

672.3

7

672.5

3

672.6

8

672.8

4

673.0

0

673.1

5

673.3

1

673.4

3

673.4

7

673.4

3

673.3

1

673.1

3

672.9

6

672.7

8

672.6

1

672.4

3

672.2

6

672.0

8

671.9

1

671.7

3

671.5

6

326 KENDALL(109, 110) R

LEGENDEXISTING RIGHT-OF-WAY

EXISTING PROPERTY LINE

EXISTING EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED TEMPORARY EASEMENT

PROPOSED PERMANENT EASEMENT

CONSTRUCTION LIMITS

TREE REMOVAL

DITCH/CHANNEL FLOW DIRECTION

CORPORATE LIMIT

UNITED CITY OF YORKVILLE

Align:

PR47

Angle: 90.4

834

Sheet:

1

MATC

H LIN

E STA 6623+

00

ILLINOIS ROUTE 47

SCALE IN FEET

050 50 100

3

GRASS MEDIAN

4' PAVED SHOULDER

2' AGGREGATE SHOULDER

R=75'

R=4'

R=4'

R=75'

+87

STA. 6614+57 TO STA. 6623+00ILLINOIS ROUTE 47

PLAN AND PROFILE

125

OF PAVEMENT

EXISTING EDGE

MATC

H LIN

E STA 6623+

00

+32

+70

ST

A 6614

+57.0

0

IM

PR

OV

EM

EN

TS

BE

GIN

265' STORAGE

265' TAPER

+22

+87

265' STORAGE

IL ROUTE 47 PROJECT.

PROJECT WILL MATCH THE PROPOSED RIGHT-OF-WAY FOR THE ADJACENT

SOUTH OF CATON FARM ROAD, THE EXISTING RIGHT-OF-WAY FOR THIS

EXISTING BETWEEN STA 6625+27.66 AND STA 6633+78.53.

AND STA 6635+87.31. THE PROPOSED ALIGNMENT TRANSITIONS TO

IMPROVEMENTS TAPER BACK TO EXISTING BETWEEN STA 6622+20.59

SECTION OF IL ROUTE 47 BEGINS AT STA 6622+20.59. THE PROPOSED

FINAL PLANS SEALED JULY 14, 2014, THE PROPOSED FULL-WIDTH

IL ROUTE 47 PROJECT SOUTH OF CATON FARM ROAD. PER THOSE

THIS PROJECT WILL MATCH INTO THE PROPOSED GEOMETRY FOR THE

2.

1.

NOTES:

R=75'

ST

A 6622

+20.0

0

RE

CO

NS

TR

UC

TIO

N

BE

GIN

PE+64

~ EX/PR IL ROUTE 47

+40.5

7PCC SHOULDER

EXISTING 8'

AGG SHOULDER

EXISTING 2'

+40.5

7

AGG SHOULDER

EXISTING 2'

PAVED SHOULDER

EXISTING 4'

(TO BE REMOVED)

WEED CONTROL MOW STRIP

MEDIAN BARRIER AND 4'

EXISTING HIGH TENSION CABLE

PE+39

2' AGGREGATE SHOULDER

8' PAVED SHOULDER

2' AGGREGATE SHOULDER

8' PAVED SHOULDER

SE

CTIO

N

LIN

E

FE+64

FOX BROTHERS/YORKVILLE LLC

05-33-100-003

STEWART DOROTHY E LIVING TR

STEWART, JOHN E LIVING TRUST

05-33-200-009

STEWART DAVID L DEC LIV TR

05-33-200-007

COMMITMENT - STEWART PROPERTY:

THE FIELD ENTRANCE AT STA 6620+64 LT.

PROJECT TO THE SOUTH WILL PERPETUATE

AT STA 6620+64 RT. THE ADJACENT IL 47

THE EXISTING PRIVATE ENTRANCE LOCATED

A MEDIAN OPENING WILL BE PROVIDED AT

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ILLINOIS DEPARTMENT OF TRANSPORTATION

F.A.P.

SU

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OF

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CH

EC

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D

CA

DD

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E

NA

ME

PR

OFIL

ES

UR

VE

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D

PL

OT

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D

GR

AD

ES

CH

EC

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D

B.M.

NO

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D

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S

CH'K

D

BY

DA

TE

NO

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NO.

FILE NAME rbest=USER NAME

=PLOT SCALE

9/25/2015=PLOT DATE

= DESIGNED REVISED

REVISED

REVISED

REVISED

DRAWN

CHECKED

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.

SHEET NO. OF SHEETS STA. TO STA. FED. ROAD DIST. NO. ILLINOIS FED. AID PROJECT

CONTRACT NO.

SCALE:

plotla

bel.tbl

8810

0046

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

H

RG

PR

OJ.

CO

NT

AC

T:

HR

G

PR

OJ

EC

T

NO.:

D366825-sht-pln

prf-02.d

gn

IL_pdf

_b

w.plt

cf

g

A.

SIM

MO

NS

6623+00 6624+00 6625+00 6626+00 6627+00 6628+00 6629+00 6630+00 6631+00 6632+00 6633+00 6634+00

645

650

655

660

665

670

675

680

685

645

650

655

660

665

670

675

680

685

12'

12'

12'

12'

12'

20'

12'12'

16'

14'

12'12'

32'

12'12'

16'

20'

12'12'12'

4'

6625+00 6630+00

R30"

6"

24"

7"

GVGV

TPED

GV

TPED

DITCH PROFILE

PROPOSED RIGHT

DITCH PROFILE

PROPOSED LEFT

660.54

+67 (RT)

PI

ST

A 6634

+00

EL

EV 658.2

1 (L

T)

PI

ST

A 6634

+00

EL

EV 658.3

4 (R

T)

-0.30% (LT)

-0.30% (RT)

-0.30% (RT)

VPI STA. 6633+50.00

ELEVATION 668.00

-0.34% +0.30%

200.00' V.C.

+50.0

0

EL.

668.3

4

K = 308

*

*

*

ADJACENT IL ROUTE 47 PROJECT.

THE PROPOSED DITCH GRADES FOR THE

DITCH GRADES FOR THIS PROJECT MATCH

SOUTH OF STA 6634+00, THE PROPOSED

-0.34%

-0.30% (LT)

671.5

7

671.4

0

671.2

3

671.0

6

670.8

9

670.7

2

670.5

5

670.3

8

670.2

1

670.0

4

669.8

7

669.7

0

669.5

3

669.3

6

669.1

9

669.0

2

668.8

5

668.6

8

668.5

1

668.3

4

668.2

1

668.1

6

668.1

9

671.5

6

671.3

8

671.2

1

671.0

3

670.8

6

670.6

8

670.5

1

670.3

3

670.1

6

669.9

8

669.8

1

669.6

6

669.5

1

669.3

8

669.2

6

669.1

3

669.0

1

668.8

8

668.7

6

668.6

4

668.5

1

668.3

9

668.2

6

326 KENDALL(109, 110) R

LEGENDEXISTING RIGHT-OF-WAY

EXISTING PROPERTY LINE

EXISTING EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED TEMPORARY EASEMENT

PROPOSED PERMANENT EASEMENT

CONSTRUCTION LIMITS

TREE REMOVAL

DITCH/CHANNEL FLOW DIRECTION

CORPORATE LIMIT

UNITED CITY OF YORKVILLE

MATC

H LIN

E STA 6634+

00

MATC

H LIN

E STA 6634+

00

ILLINOIS ROUTE 47

SCALE IN FEET

050 50 100

3

265' STORAGE

265' TAPER

265' TAPER

~ EX IL ROUTE 47

~ PR IL ROUTE 47

+97

+35

2' AGGREGATE SHOULDER

8' PAVED SHOULDER

GRASS MEDIAN

4' PAVED SHOULDER

2' AGGREGATE SHOULDER

2' AGGREGATE SHOULDER

8' PAVED SHOULDER

+00

265' STORAGE

PE+12

STA. 6623+00 TO STA. 6634+00ILLINOIS ROUTE 47

PLAN AND PROFILE

225

PI STA. = 6628+95.06

R = 12,000.00'

T = 367.40'

L = 734.57'

E = 5.62'

e = NC (emax 6%)

T.R. = NA

S.E. RUN = NA

P.C. STA. = 6625+27.66

PROP. CURVE PR47-01

PC

ST

A 6625

+27.6

6

PC

C

ST

A 6632

+62.2

3

P.C.C. STA. = 6632+62.23

MATC

H LIN

E STA 6623+

00

WEED CONTROL MOW STRIP

MEDIAN BARRIER AND 4'

HIGH TENSION CABLE

+62

MATC

H LIN

E STA 6623+

00

110.00' LT

6625+71.11

110.00' RT

6627+21.14

FOX BROTHERS/YORKVILLE LLC

05-33-100-003

STEWART DOROTHY E LIVING TR

STEWART, JOHN E LIVING TRUST

05-33-200-009

STEWART DAVID L DEC LIV TR

05-33-200-007

STEWART TOD D & CINDY L

05-33-200-008

110.00' LT

6632+62.23

110.00' RT

6632+62.23

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ILLINOIS DEPARTMENT OF TRANSPORTATION

F.A.P.

SU

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NM

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OF

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Y

CH

EC

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D

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PR

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ES

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NO.

FILE NAME rbest=USER NAME

=PLOT SCALE

9/25/2015=PLOT DATE

= DESIGNED REVISED

REVISED

REVISED

REVISED

DRAWN

CHECKED

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.

SHEET NO. OF SHEETS STA. TO STA. FED. ROAD DIST. NO. ILLINOIS FED. AID PROJECT

CONTRACT NO.

SCALE:

plotla

bel.tbl

8810

0046

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

H

RG

PR

OJ.

CO

NT

AC

T:

HR

G

PR

OJ

EC

T

NO.:

D366825-sht-pln

prf-03.d

gn

IL_pdf

_b

w.plt

cf

g

A.

SIM

MO

NS

6634+00 6635+00 6636+00 6637+00 6638+00 6639+00 6640+00 6641+00 6642+00 6643+00 6644+00 6645+00 6646+00

645

650

655

660

665

670

675

680

685

645

650

655

660

665

670

675

680

685

12'

12'

20'

12'

12'

12'

12'

12'12'

20'

12'

12'

12'12'

4' 16'

20'

12'12'

12'

12'

16'

30'

85°15'19"

88°8'14"

24'

12'

12'

12'

32'

30'

30'

18"

FR

AM

E

RES.

ON

E

ST

OR

Y

36" 32"

30"

24"

SH

ED

CA

NO

PY

110

+00

310+00 315+00

6635+00 6640+00 6645+00

6635+00

658.55

+00 (LT)

657.88

+50 (RT)

DITCH PROFILE

PROPOSED LEFT

DITCH PROFILE

PROPOSED RIGHT

657.45

+00 (RT)

657.52

+00 (LT)

-0.35% (LT)

-0.44% (RT)

+0.30% (LT)

+0.25% (RT)

+0.25% (RT)

+0.30% (LT)

VPI

ST

A.

6638

+50.0

0

EL

EV

ATIO

N 669.5

0

+0.30% -0.30%

200.00' V.C.

VPI

ST

A.

6643

+50.0

0

EL

EV

ATIO

N 668.0

0

-0.30% +0.59%

200.00' V.C.

+50.0

0

EL.

668.3

0

+50.0

0

EL.

668.3

0

+50.0

0

EL.

668.5

9

K = 333

K = 225

ELEV = 668.93 (NB PGL)

~ CATON FARM ROAD (EAST) STA 111+00.00

~ ILLINOIS ROUTE 47 STA 6636+59.57

ELEV = 668.91 (SB PGL)

~ CATON FARM ROAD (WEST) STA 110+00.00

~ ILLINOIS ROUTE 47 STA 6636+56.31

PI

ST

A 6634

+00

EL

EV 660.0

5 (L

T)

EL.

669.2

0

+50.0

0

EL.

669.2

0

+50.0

0+3.

00% (

LT)

668.1

9

668.3

0

668.4

5

668.6

0

668.7

5

668.9

0

669.0

5

669.2

0

669.3

1

669.3

5

669.3

1

669.2

0

669.0

5

668.9

0

668.7

5

668.6

0

668.4

5

668.3

0

668.2

1

668.2

2

668.3

5

668.5

9

668.8

8

669.1

8

669.4

8

667.7

6

667.5

2

667.2

6

667.2

2

666.9

4

666.6

0

665.6

4

664.8

2

664.4

3

664.2

2

664.0

7

664.2

6

665.7

9

663.8

5

663.8

6

663.9

3

664.0

3

664.0

1

664.0

8

664.3

7

664.4

4

664.2

5

664.3

0

668.2

6

668.1

4

667.9

5

326 KENDALL(109, 110) R

LEGENDEXISTING RIGHT-OF-WAY

EXISTING PROPERTY LINE

EXISTING EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED TEMPORARY EASEMENT

PROPOSED PERMANENT EASEMENT

CONSTRUCTION LIMITS

TREE REMOVAL

DITCH/CHANNEL FLOW DIRECTION

CORPORATE LIMIT

UNITED CITY OF YORKVILLE

MATC

H LIN

E STA 6634+

00

MATC

H LIN

E STA 6646+

00

MATC

H LIN

E STA 6634+

00

MATC

H LIN

E STA 6646+

00

ILLINOIS ROUTE 47

R=55'

12' OFFSET

R=65'-400'

CATON FARM ROAD

DAOR MRAF NOTAC

5' OFFSET

R=55'-200'

SCALE IN FEET

050 50 100

3

265' STORAGE 265' TAPER

~ EX IL ROUTE 47

~ PR IL ROUTE 47

~ CATON FARM ROAD (WEST) STA 110+00.00

~ ILLINOIS ROUTE 47 STA 6636+56.31

~ CATON FARM ROAD (EAST) STA 111+00.00

~ ILLINOIS ROUTE 47 STA 6636+59.57

2' AGGREGATE SHOULDER

8' PAVED SHOULDER

GRASS MEDIAN

4' PAVED SHOULDER

2' AGGREGATE SHOULDER

2' AGGREGATE SHOULDER

8' PAVED SHOULDER

R=4'

R=75'

R=4'

R=75'

+65

+50

CE+88

STA. 6634+00 TO STA. 6646+00ILLINOIS ROUTE 47

PLAN AND PROFILE

25 3

PI STA. = 6636+29.13

R = 12,000.00'

T = 366.89'

L = 733.56'

E = 5.61'

e = NC (emax 6%)

T.R. = NA

S.E. RUN = NA

P.T. STA. = 6639+95.79

PROP. CURVE PR47-02

PT

ST

A 6639

+95.7

9

265' TAPER 265' STORAGE

+00

+35

10' OFFSET

R=60'-300'

P.C.C. STA. = 6632+62.23

+15

+80

BOX CULVERT (EXTENSION)

PR DOUBLE 8'X6'(TO BE REMOVED)

EX 48"X36" ELLIPTICAL

PR 48" RCP

(TO BE REMOVED)

EX 24" PIPE CULVERT

110.00' LT

6635+00.00

110.00' RT

6635+50.00

110.00' RT

6637+50.00

100.00' LT

6637+55.57

(SN 047-2010)

BOX CULVERT

EX DOUBLE 8'X6'

STA 6636+05 LT, ELEV 655.09

WEST HEADWALL, SN 047-2010.

CHISELED "X" ON NORTH END OF

BENCHMARK #1:

INVESTMENT LP

BIERMA AGRICULTURAL &

05-28-300-004

MPI-6 SOUTH YORKVILLE LLC

05-28-300-005

COMMONWEALTH EDISON

05-28-100-002

MARTHA SCHOMER, MANAGER

JMA KENDALL PROPERTY LLC

05-28-400-002

ASHLEY A DENNIS

05-28-400-005

100.00' LT

6639+95.79

110.00' RT

6639+95.79

23.70° RT AHEAD

PR 24" RCP

CANOPY TO BE REMOVED

EXISTING SHED AND

+00

+00

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EC

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D

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E

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ME

PR

OFIL

ES

UR

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PL

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TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

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NO

TA

T'N

S

CH'K

D

BY

DA

TE

NO

TE

BO

OK

NO.

FILE NAME rbest=USER NAME

=PLOT SCALE

9/25/2015=PLOT DATE

= DESIGNED REVISED

REVISED

REVISED

REVISED

DRAWN

CHECKED

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.

SHEET NO. OF SHEETS STA. TO STA. FED. ROAD DIST. NO. ILLINOIS FED. AID PROJECT

CONTRACT NO.

SCALE:

plotla

bel.tbl

8810

0046

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

H

RG

PR

OJ.

CO

NT

AC

T:

HR

G

PR

OJ

EC

T

NO.:

D366825-sht-pln

prf-04.d

gn

IL_pdf

_b

w.plt

cf

g

A.

SIM

MO

NS

6646+00 6647+00 6648+00 6649+00 6650+00 6651+00 6652+00 6653+00 6654+00 6655+00 6656+00 6657+00 6658+00 6659+00 6660+00

645

650

655

660

665

670

675

680

685

645

650

655

660

665

670

675

680

685

12'

12'

20'

12'

12'

16'

30'

30' 12'

12'

32'

12'

12'

24'

12'

12'

16'

24'

12'12'

12'

12'12'

4'

20' 32'

DITCH PROFILE

PROPOSED LEFT

DITCH PROFILE

PROPOSED RIGHT

PI

ST

A 6659

+00

EL

EV 663.2

5 (R

T)

+0.25% (RT)

+0.30% (LT)

+0.30% (LT)

+0.25% (RT) +0.60% (RT)

VPI

ST

A.

6648

+50.0

0

EL

EV

ATIO

N 670.9

5

+0.59% -0.30%

200.00' V.C.

VPI

ST

A.

6656

+00.0

0

EL

EV

ATIO

N 668.7

0

-0.30% +0.65%

200.00' V.C.

+50.0

0

EL.

670.3

6

+50.0

0

EL.

670.6

5

+00.0

0

EL.

669.0

0

+00.0

0

EL.

669.3

5PI

ST

A 6657

+00

EL

EV 665.9

0 (L

T)

PI

ST

A 6658

+00

EL

EV 664.0

0 (L

T)

-1.90% (LT) +0.55% (LT)

K = 225

K = 211

669.4

8

669.7

7

670.0

7

670.3

6

670.6

0

670.7

3

670.7

4

670.6

5

670.5

0

670.3

5

670.2

0

670.0

5

669.9

0

669.7

5

669.6

0

669.4

5

669.3

0

669.1

5

669.0

0

668.9

1

668.9

4

669.0

8

669.3

5

669.6

8

670.0

0

670.3

3

670.6

5

670.9

8

671.3

0

664.3

0

664.5

1

664.6

5

664.6

5

665.1

4

665.6

8

664.7

4

664.8

7

664.8

4

664.8

6

665.1

4

665.3

1

665.3

1

665.3

0

665.4

2

665.4

9

665.4

0

665.2

7

664.8

8

665.2

2

665.2

7

665.4

5

665.7

7

665.8

2

665.6

9

667.0

4

665.9

0

666.4

6

666.5

2

LEGENDEXISTING RIGHT-OF-WAY

EXISTING PROPERTY LINE

EXISTING EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED TEMPORARY EASEMENT

PROPOSED PERMANENT EASEMENT

CONSTRUCTION LIMITS

TREE REMOVAL

DITCH/CHANNEL FLOW DIRECTION

CORPORATE LIMIT

UNITED CITY OF YORKVILLE

10"

10"

10"

10"

10"10"

10"

10"

10"

10"

295+00 300+00 305+00

6650+00 6655+00 6660+00

326 KENDALL(109, 110) R

MATC

H LIN

E STA 6646+

00

MATC

H LIN

E STA 6660+

00

Align:

PR47

Angle: 91.5

687

Sheet:

3

MATC

H LIN

E STA 6660+

00

MATC

H LIN

E STA 6646+

00

ILLINOIS ROUTE 47

SCALE IN FEET

050 50 100

3

265' STORAGE

~ EX IL ROUTE 47

~ PR IL ROUTE 47

R=4'

2' AGGREGATE SHOULDER

8' PAVED SHOULDER

GRASS MEDIAN

4' PAVED SHOULDER

2' AGGREGATE SHOULDER

8' PAVED SHOULDER

2' AGGREGATE SHOULDER

R=75'

R=4'

R=75'

FE+00

STA. 6646+00 TO STA. 6660+00ILLINOIS ROUTE 47

PLAN AND PROFILE

25 4

PE+41

265' STORAGE 265' TAPER

+77

+42

FE+12

+65

+12

WETLAND AREA

PR 30" RCPWEED CONTROL MOW STRIP

MEDIAN BARRIER AND 4'

HIGH TENSION CABLE

(GUARDIAN PIPELINE)

EX 36" NATURAL GAS PIPELINE

(ENBRIDGE)

CRUDE OIL PIPELINE

EX 24" HIGH PRESSURE

(ANR PIPELINE)

EX NATURAL GAS PIPELINE

(TO BE REMOVED)

EX 2'X2' BOX CULVERT

110.00' RT

6655+00.00 95.00' RT

6656+00.00

89.86' LT

6651+91.54

100.00' LT

6651+91.54

MPI-6 SOUTH YORKVILLE LLC

05-28-300-005

COMMONWEALTH EDISON

05-28-100-002

MPI-6 SOUTH YORKVILLE LLC

05-28-300-003

MARTHA SCHOMER, MANAGER

JMA KENDALL PROPERTY LLC

05-28-400-002

HOME STATE BANK TRUST

05-28-200-004

SEE NOTE

OF MEASURE WILL BE DETERMINED IN PHASE II.

WETLAND SITE FROM IMPACTS DURING CONSTRUCTION. THE TYPE

EROSION CONTROL MEASURES SHALL BE PLACED TO PROTECT THE

NOTE:

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ILLINOIS DEPARTMENT OF TRANSPORTATION

F.A.P.

SU

RV

EY

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PL

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TE

D

BY

DA

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NO

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BO

OK

NO.

PL

AN

ALIG

NM

EN

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CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T'N

S

CH'K

D

BY

DA

TE

NO

TE

BO

OK

NO.

FILE NAME rbest=USER NAME

=PLOT SCALE

9/25/2015=PLOT DATE

= DESIGNED REVISED

REVISED

REVISED

REVISED

DRAWN

CHECKED

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.

SHEET NO. OF SHEETS STA. TO STA. FED. ROAD DIST. NO. ILLINOIS FED. AID PROJECT

CONTRACT NO.

SCALE:

plotla

bel.tbl

8810

0046

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

H

RG

PR

OJ.

CO

NT

AC

T:

HR

G

PR

OJ

EC

T

NO.:

D366825-sht-pln

prf-05.d

gn

IL_pdf

_b

w.plt

cf

g

A.

SIM

MO

NS

6660+00 6661+00 6662+00 6663+00 6664+00 6665+00 6666+00 6667+00 6668+00 6669+00 6670+00 6671+00 6672+00

650

655

660

665

670

675

680

685

690

650

655

660

665

670

675

680

685

690

12'

12'

32'

12'12'

20'

12'

12'12'

30'

30'

40'

12'

12'

16'

12' 12'

12'

12'

12'

12'

20'

24'

4'

32'

FR

AM

E

RES.

ON

E

ST

OR

Y

16"

2"

8"

2"

28"

36"8"

8"

16"

8"

16"

9"16"

3"

7"3"

40" 42" 18"

12"

10"

14"

GA

RA

GE

BA

RN

SH

ED

4"

12"

18"

28"

FR

AM

E

RES.

TW

O

ST

OR

Y

BA

RN

BA

RN

BA

RN

GA

RA

GE

24"

285+00 290+00

6660+00 6665+00 6670+00

DITCH PROFILE

PROPOSED LEFT

DITCH PROFILE

PROPOSED RIGHT

PI

ST

A 6668

+50

EL

EV 671.6

5 (L

T)

PI

ST

A 6665

+00

EL

EV 666.8

5 (R

T)

PI

ST

A 6668

+00

EL

EV 672.8

5 (R

T)

PI

ST

A 6672

+00

EL

EV 670.8

5 (R

T)

+0.60% (RT)

+0.60% (RT)

+2.00% (R

T)

-0.50% (RT)

-0.45% (LT)

-0.50% (RT)

VPI

ST

A.

6669

+00.0

0

EL

EV

ATIO

N 677.1

5

+0.65% -0.35%

200.00' V.C.

+00.0

0

EL.

676.5

0

+00.0

0

EL.

676.8

0

PI

ST

A 6665

+00

EL

EV 667.8

5 (L

T)

+1.09% (LT)

+1.09% (LT)

+0.55% (LT)

+0.55% (LT)

K = 200

671.3

0

671.6

3

671.9

5

672.2

7

672.6

0

672.9

3

673.2

5

673.5

8

673.9

0

674.2

3

674.5

5

674.8

8

675.2

0

675.5

2

675.8

5

676.1

7

676.5

0

676.7

6

676.9

0

676.9

1

676.8

0

676.6

3

676.4

5

676.2

7

676.1

0

666.5

2

666.8

3

667.0

9

667.4

7

667.8

6

667.9

4

668.3

3

668.8

6

669.2

6

669.8

7

670.3

6

670.7

2

671.4

1

672.4

8

673.9

6

674.9

4

675.8

5

674.3

8

673.1

2

672.8

5

674.8

2

672.3

5

672.3

4

672.3

4

672.2

8

326 KENDALL(109, 110) R

LEGENDEXISTING RIGHT-OF-WAY

EXISTING PROPERTY LINE

EXISTING EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED TEMPORARY EASEMENT

PROPOSED PERMANENT EASEMENT

CONSTRUCTION LIMITS

TREE REMOVAL

DITCH/CHANNEL FLOW DIRECTION

CORPORATE LIMIT

UNITED CITY OF YORKVILLE

MATC

H LIN

E STA 6660+

00

MATC

H LIN

E STA 6672+

00

Align:

PR47

Angle: 91.5

687

Sheet:

4

MATC

H LIN

E STA 6672+

00

MATC

H LIN

E STA 6660+

00

ILLINOIS ROUTE 47

SCALE IN FEET

050 50 100

3

265' STORAGE265' TAPER 195' TAPER

~ EX IL ROUTE 47

~ PR IL ROUTE 47

+90

+60

2' AGGREGATE SHOULDER

4' PAVED SHOULDER

GRASS MEDIAN

8' PAVED SHOULDER

2' AGGREGATE SHOULDER

8' PAVED SHOULDER

2' AGGREGATE SHOULDER

STA. 6660+00 TO STA. 6672+00ILLINOIS ROUTE 47

PLAN AND PROFILE

25 5

+50

+50

PE+95 PE+80

+60

+55

195' TAPER195' STORAGE

FE+75

R=75'

R=4'

R=4'

R=75'

+20

+65

(STA 6675+18 RT)

TO BE RELOCATED

EXISTING ENTRANCE

WEED CONTROL MOW STRIP

MEDIAN BARRIER AND 4'

HIGH TENSION CABLE

BE REMOVED

RESIDENCE TO

EXISTING

85.00' RT

6665+84.16

95.00' RT

6665+84.22

12'

COMMONWEALTH EDISON

05-28-100-002

MPI-6 SOUTH YORKVILLE LLC

05-28-100-003

MPI-6 SOUTH YORKVILLE LLC

05-28-300-003

HOME STATE BANK TRUST

05-28-200-004

LIPPOLD FAMILY TRUST

05-28-200-005

COMMITMENT - LIPPOLD PROPERTY:

BE PROVIDED FOR THE PRIVATE ENTRANCE LOCATED AT STA 6667+95 RT.

OTHER SIDE OF IL 47 (STA 6675+18 LT). A MEDIAN OPENING WILL ALSO

TO SERVICE THIS FIELD ENTRANCE AND THE PRIVATE ENTRANCE ON THE

RELOCATED TO STA 6675+18 RT. A MEDIAN OPENING WILL BE PROVIDED

THE EXISTING FIELD ENTRANCE NEAR STA 6667+20 RT WILL BE

TO BE SAVED

EXISTING TREE

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ILLINOIS DEPARTMENT OF TRANSPORTATION

F.A.P.

SU

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BO

OK

NO.

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ALIG

NM

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RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

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NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T'N

S

CH'K

D

BY

DA

TE

NO

TE

BO

OK

NO.

FILE NAME rbest=USER NAME

=PLOT SCALE

9/25/2015=PLOT DATE

= DESIGNED REVISED

REVISED

REVISED

REVISED

DRAWN

CHECKED

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.

SHEET NO. OF SHEETS STA. TO STA. FED. ROAD DIST. NO. ILLINOIS FED. AID PROJECT

CONTRACT NO.

SCALE:

plotla

bel.tbl

8810

0046

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

H

RG

PR

OJ.

CO

NT

AC

T:

HR

G

PR

OJ

EC

T

NO.:

D366825-sht-pln

prf-06.d

gn

IL_pdf

_b

w.plt

cf

g

A.

SIM

MO

NS

6672+00 6673+00 6674+00 6675+00 6676+00 6677+00 6678+00 6679+00 6680+00 6681+00 6682+00 6683+00 6684+00 6685+00

655

660

665

670

675

680

685

690

695

655

660

665

670

675

680

685

690

695

12'

12'12'

16'

12'12'

12'

20'

12'

12'

4'

12'

12'

32' 16'

12'

12'

30'

30'

12'

20'

24'

12'

12'

32'

30'

30'

270+00 275+00 280+00

6675+00 6680+00 6685+00

DITCH PROFILE

PROPOSED LEFT

DITCH PROFILE

PROPOSED RIGHT

PI

ST

A 6672

+50

EL

EV 669.8

5 (L

T)

PI

ST

A 6682

+00

EL

EV 668.7

5 (L

T)

PI

ST

A 6674

+00

EL

EV 669.1

5 (R

T)

PI

ST

A 6682

+00

EL

EV 668.5

0 (R

T)

-0.85% (RT)

-0.45% (LT)-0.85% (RT)

+1.25% (RT)+1.00% (LT)

+1.25% (RT)

+1.00% (LT)

VPI

ST

A.

6678

+00.0

0

EL

EV

ATIO

N 674.0

0

-0.35% +0.35%

200.00' V.C.

VPI

ST

A.

6684

+00.0

0

EL

EV

ATIO

N 676.1

0

+0.35% +0.72%

200.00' V.C.

+00.0

0

EL.

674.3

5

+00.0

0

EL.

674.3

5

+00.0

0

EL.

675.7

5

+00.0

0

EL.

676.8

2

PI

ST

A 6679

+05

EL

EV 667.4

5 (L

T)

+0.44% (LT)

-0.37% (LT) +0.44% (LT)

-0.37% (LT)

PI

ST

A 6678

+80

EL

EV 667.2

0 (R

T)

-0.41% (RT) +0.41% (RT)+0.41% (RT)

-0.41% (RT)

K = 286K = 535

676.1

0

675.9

2

675.7

5

675.5

8

675.4

0

675.2

3

675.0

5

674.8

8

674.7

0

674.5

2

674.3

5

674.2

2

674.1

7

674.2

2

674.3

5

674.5

2

674.7

0

674.8

8

675.0

5

675.2

3

675.4

0

675.5

8

675.7

5

675.9

5

676.1

9

676.4

9

676.8

2

672.2

8

672.0

9

671.8

3

671.7

3

671.3

8

671.2

8

670.9

7

670.5

0

670.0

5

669.8

8

669.7

2

669.4

4

669.3

0

669.2

9

669.2

9

669.3

1

669.3

9

669.7

0

670.1

3

670.5

3

671.0

2

671.4

1

671.8

7

672.5

1

673.1

5

673.8

3

675.0

9

326 KENDALL(109, 110) R

LEGENDEXISTING RIGHT-OF-WAY

EXISTING PROPERTY LINE

EXISTING EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED TEMPORARY EASEMENT

PROPOSED PERMANENT EASEMENT

CONSTRUCTION LIMITS

TREE REMOVAL

DITCH/CHANNEL FLOW DIRECTION

CORPORATE LIMIT

UNITED CITY OF YORKVILLE

MATC

H LIN

E STA 6672+

00

MATC

H LIN

E STA 6685+

00

Align:

PR47

Angle: 91.5

687

Sheet:

5

MATC

H LIN

E STA 6685+

00

MATC

H LIN

E STA 6672+

00

ILLINOIS ROUTE 47

SCALE IN FEET

050 50 100

3

195' STORAGE

265' STORAGE 265' TAPER

265' TAPER

~ EX IL ROUTE 47

~ PR IL ROUTE 47

+57

+22

+03

R=4'

GRASS MEDIAN

2' AGGREGATE SHOULDER

8' PAVED SHOULDER

4' PAVED SHOULDER

2' AGGREGATE SHOULDER

2' AGGREGATE SHOULDER

8' PAVED SHOULDER

R=75' R=4'

R=75'

PE+18

STA. 6672+00 TO STA. 6685+00ILLINOIS ROUTE 47

PLAN AND PROFILE

25 6

+92

FE+18

+55

WETLAND AREA

+55

WEED CONTROL MOW STRIP

MEDIAN BARRIER AND 4'

HIGH TENSION CABLE

(TO BE REMOVED)

EX 3'X2' BOX CULVERT

90.00' RT

6676+07.37

85.00' RT

6676+07.34

+50

COMMONWEALTH EDISON

05-28-100-002 MPI-6 SOUTH YORKVILLE LLC

05-28-100-003

LIPPOLD FAMILY TRUST

05-28-200-005

HOPKINS KATHLEEN A

05-28-200-006

11.55° LT AHEAD

PR 10'X4' BOX CULVERT

SEE NOTE

OF MEASURE WILL BE DETERMINED IN PHASE II.

WETLAND SITE FROM IMPACTS DURING CONSTRUCTION. THE TYPE

EROSION CONTROL MEASURES SHALL BE PLACED TO PROTECT THE

NOTE:

COMMITMENT - LIPPOLD PROPERTY:

BE PROVIDED FOR THE PRIVATE ENTRANCE LOCATED AT STA 6667+95 RT.

OTHER SIDE OF IL 47 (STA 6675+18 LT). A MEDIAN OPENING WILL ALSO

TO SERVICE THIS FIELD ENTRANCE AND THE PRIVATE ENTRANCE ON THE

RELOCATED TO STA 6675+18 RT. A MEDIAN OPENING WILL BE PROVIDED

THE EXISTING FIELD ENTRANCE NEAR STA 6667+20 RT WILL BE

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ILLINOIS DEPARTMENT OF TRANSPORTATION

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OF

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CH

EC

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CA

DD

FIL

E

NA

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PR

OFIL

ES

UR

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PL

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D

GR

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ES

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EC

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D

B.M.

NO

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CH'K

D

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NO.

FILE NAME rbest=USER NAME

=PLOT SCALE

9/25/2015=PLOT DATE

= DESIGNED REVISED

REVISED

REVISED

REVISED

DRAWN

CHECKED

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.

SHEET NO. OF SHEETS STA. TO STA. FED. ROAD DIST. NO. ILLINOIS FED. AID PROJECT

CONTRACT NO.

SCALE:

plotla

bel.tbl

8810

0046

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

H

RG

PR

OJ.

CO

NT

AC

T:

HR

G

PR

OJ

EC

T

NO.:

D366825-sht-pln

prf-07.d

gn

IL_pdf

_b

w.plt

cf

g

A.

SIM

MO

NS

6685+00 6686+00 6687+00 6688+00 6689+00 6690+00 6691+00 6692+00 6693+00 6694+00 6695+00 6696+00 6697+00 6698+00 6699+00

655

660

665

670

675

680

685

690

695

655

660

665

670

675

680

685

690

695

12'

12'

12'

20'

12'

12'

16'

12'

12'12'

20'

12'

12'

4' 1

2'12'

32'

12'

12'

32'

12'12'

16'

30'

30'

89°40'4"

89°59'11"

35'

25'

FLAG

POLE

4"

4"

5"

5"

6"

10"10"

12"

36"

15"

13"

60"

GARAGE

FRAME

BRICK COMM.

ONE STORY

RES.

STORY

ONE

1"4"

16"

BRIC

K

CO

MM.

ON

E

ST

OR

Y

HOUSE

SHED

6"

X2

6"

X5

6"

30"

36"

48"

30"

PROPANE TANK

210

+00

255+00 260+00 265+00

6685+00 6690+00 6695+00

675.00

+50 (RT)

674.00

+50 (LT)

675.00

+00 (RT)

DITCH PROFILE

PROPOSED LEFT

DITCH PROFILE

PROPOSED RIGHT

PI

ST

A 6686

+00

EL

EV 673.5

0 (R

T)

EL

EV 674.2

5 (R

T)

EL

EV 670.2

5 (R

T)

+1.00% (LT)

+1.25% (RT)+0.60% (RT)

+0.60% (RT)

-0.30% (RT)

-1.00% (RT)

-1.60% (LT)

-1.60% (LT) -2.06% (LT)

(RT)

-1.88%

PI

ST

A 6698

+50

EL

EV 667.4

0 (L

T)

PI

ST

A 6692

+50

PI

ST

A 6696

+50

VPI

ST

A.

6692

+50.0

0

EL

EV

ATIO

N 682.2

5

+0.72% -1.70%

400.00' V.C.

VPI

ST

A.

6697

+50.0

0

EL

EV

ATIO

N 673.7

5

-1.70%-0.48%

200.00' V.C.

+50.0

0

EL.

680.8

0

+50.0

0

EL.

678.8

5

+50.0

0

EL.

675.4

5

+50.0

0

EL.

673.2

7

PI

ST

A 6692

+25

EL

EV 677.4

0 (L

T)

678.30

+00 (LT)

-0.40% (LT)

K = 165

K = 163

ELEV = 679.96 (NB PGL)

~ WALKER ROAD (EAST) ROAD STA 211+00.00

~ ILLINOIS ROUTE 47 STA 6689+32.95

ELEV = 679.95 (SB PGL)

~ WALKER ROAD (WEST) ROAD STA 210+00.00

~ ILLINOIS ROUTE 47 STA 6689+31.56

PI

ST

A 6686

+00

EL

EV 672.7

5 (L

T)

+0.50% (LT)

+0.50% (LT)

676.8

2

677.1

9

677.5

5

677.9

1

678.2

7

678.6

3

678.9

9

679.3

6

679.7

2

680.0

8

680.4

4

680.8

0

681.0

9

681.2

2

681.2

1

681.0

4

680.7

2

680.2

5

679.6

2

678.8

5

678.0

0

677.1

5

676.3

0

675.4

5

674.6

8

674.0

6

673.5

9

673.2

7

673.0

4

675.0

9

677.6

0

678.8

5

679.3

1

678.3

6

677.0

4

677.3

3

677.9

6

678.9

0

679.2

7

678.4

7

678.2

9

678.0

3

677.8

4

677.8

9

677.5

3

677.0

7

676.6

9

676.0

2

675.3

0

674.4

9

673.6

2

673.1

8

672.5

5

671.8

5

671.3

3

670.8

1

670.4

7

670.4

1

326 KENDALL(109, 110) R

LEGENDEXISTING RIGHT-OF-WAY

EXISTING PROPERTY LINE

EXISTING EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED TEMPORARY EASEMENT

PROPOSED PERMANENT EASEMENT

CONSTRUCTION LIMITS

TREE REMOVAL

DITCH/CHANNEL FLOW DIRECTION

CORPORATE LIMIT

UNITED CITY OF YORKVILLE

MATC

H LIN

E STA 6685+

00

MATC

H LIN

E STA 6699+

00

Align:

PR47

Angle: 91.8

673

Sheet:

6

MATC

H LIN

E STA 6699+

00

MATC

H LIN

E STA 6685+

00

ILLINOIS ROUTE 47

5' OFFSET

R=55'-200'

R=55'

12' OFFSET

R=65'-400'

WALKER ROAD

WALKER ROAD SCALE IN FEET

050 50 100

3

265' STORAGE

265' STORAGE 265' TAPER

~ PR IL ROUTE 47

~ EX IL ROUTE 47

~ WALKER ROAD (EAST) ROAD STA 211+00.00

~ ILLINOIS ROUTE 47 STA 6689+32.95

~ WALKER ROAD (WEST) ROAD STA 210+00.00

~ ILLINOIS ROUTE 47 STA 6689+31.56

+68

+95

+60

R=4'

GRASS MEDIAN

8' PAVED SHOULDER

4' PAVED SHOULDER

2' AGGREGATE SHOULDER

2' AGGREGATE SHOULDER

2' AGGREGATE SHOULDER

8' PAVED SHOULDER

R=75'R=4'

R=75'

CE+72

CE+84

STA. 6685+00 TO STA. 6699+00ILLINOIS ROUTE 47

PLAN AND PROFILE

25 7

PI STA. = 6699+06.04

R = 12,000.00'

T = 424.53'

L = 848.70'

E = 7.51'

e = NC (emax 6%)

T.R. = NA

S.E. RUN = NA

P.C. STA. = 6694+81.51

PC

ST

A 6694

+81.5

1

PROP. CURVE PR47-03

+30

+33

12' OFFSET

R=55'-300'

P.C.C. STA. = 6703+30.21

WEED CONTROL MOW STRIP

MEDIAN BARRIER AND 4'

HIGH TENSION CABLE

TB6.12 (TYP)

COMB CC&G

BE REMOVED

RESIDENCE TO

EXISTING

85.80' LT

6698+00.00

90.00' LT

6688+65.09

SPECIAL (TYP)

CC&G OUTLET

90.00' RT

6690+00.00

167.77' RT

6685+34.54

90.00' RT

6685+34.12

(TYP)

R=20'

90.00' RT

6699+00.00

90.00' LT

6689+29.14

MPI-6 SOUTH YORKVILLE LLC

05-28-100-003COMMONWEALTH EDISON

05-28-100-002

% KENNETH & EVA WALKER

WALKER ERIC & CORONADO KENDRA

05-21-300-006

KENDALL TOWNSHIP

05-21-300-012

% GARY BRETTHAUER

BRETTHAUER AGRICULTURAL PARTNERSHIP LP,

05-21-300-010

HOPKINS KATHLEEN A

05-21-400-002COMMONWEALTH EDISON

05-21-200-001

PRICE, DAVID & CATHY

05-28-200-001

HOPKINS KATHLEEN A

05-28-200-006

70.00' LT

6690+10.00

90.00' RT

6694+81.51

PIPELINE (BP PIPELINE)

EX 21" NATURAL GAS

Page 28: Volume No. 3a of 3 FAP ROUTE 326 (IL 47) SECTION (109, 110 ...

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DATE

ILLINOIS DEPARTMENT OF TRANSPORTATION

F.A.P.

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T'N

S

CH'K

D

BY

DA

TE

NO

TE

BO

OK

NO.

FILE NAME rbest=USER NAME

=PLOT SCALE

9/25/2015=PLOT DATE

= DESIGNED REVISED

REVISED

REVISED

REVISED

DRAWN

CHECKED

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.

SHEET NO. OF SHEETS STA. TO STA. FED. ROAD DIST. NO. ILLINOIS FED. AID PROJECT

CONTRACT NO.

SCALE:

plotla

bel.tbl

8810

0046

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

H

RG

PR

OJ.

CO

NT

AC

T:

HR

G

PR

OJ

EC

T

NO.:

D366825-sht-pln

prf-08.d

gn

IL_pdf

_b

w.plt

cf

g

A.

SIM

MO

NS

6699+00 6700+00 6701+00 6702+00 6703+00 6704+00 6705+00 6706+00 6707+00 6708+00 6709+00 6710+00 6711+00 6712+00

645

650

655

660

665

670

675

680

685

645

650

655

660

665

670

675

680

685

32'

12'12'

12'

12'

16'

12'

12'

32'

12'12'

32'

32'

120'

120'

85'

85'

245+00

250+00 6700+00

6705+00 6710+00

DITCH PROFILE

PROPOSED RIGHT

DITCH PROFILE

PROPOSED LEFT

PI

ST

A 6702

+50

EL

EV 659.1

5 (L

T)

PI

ST

A 6703

+50

EL

EV 660.0

5 (L

T)

PI

ST

A 6702

+50

EL

EV 659.0

0 (R

T)

PI

ST

A 6707

+50

EL

EV 664.7

5 (R

T)

-2.06% (LT)

-1.88% (RT)

-2.06% (LT)-1.88% (RT) +1.15% (RT)

+0.90% (LT)+0.30% (LT)

+1.15% (RT)

+0.30% (RT)

+0.30% (LT)

VPI

ST

A.

6706

+00.0

0

EL

EV

ATIO

N 669.7

0

-0.48% +0.40%

200.00' V.C.

VPI

ST

A.

6711+00.0

0

EL

EV

ATIO

N 671.7

0

+0.40% -0.40%

200.00' V.C.

+00.0

0

EL.

670.1

8

+00.0

0

EL.

670.1

0

+00.0

0

EL.

671.3

0

+00.0

0

EL.

671.3

0

K = 228

K = 250

673.0

4

672.8

0

672.5

6

672.3

2

672.0

8

671.8

4

671.6

1

671.3

7

671.1

3

670.8

9

670.6

5

670.4

1

670.1

8

669.9

9

669.9

2

669.9

5

670.1

0

670.3

0

670.5

0

670.7

0

670.9

0

671.1

0

671.3

0

671.4

5

671.5

0

671.4

5

671.3

0

670.4

1

670.4

4

670.5

6

670.6

2

670.7

4

670.7

6

670.6

2

670.5

4

670.5

9

670.6

4

670.5

7

670.4

7

670.4

5

670.4

8

670.3

0

669.9

7

669.6

1

669.2

6

668.9

6

668.5

4

668.1

5

667.8

5

667.5

6

667.4

9

667.2

8

667.1

1

667.1

6

326 KENDALL(109, 110) R

LEGENDEXISTING RIGHT-OF-WAY

EXISTING PROPERTY LINE

EXISTING EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED TEMPORARY EASEMENT

PROPOSED PERMANENT EASEMENT

CONSTRUCTION LIMITS

TREE REMOVAL

DITCH/CHANNEL FLOW DIRECTION

CORPORATE LIMIT

UNITED CITY OF YORKVILLE

MATC

H LIN

E STA 6699+

00

MATC

H LIN

E STA 6712

+00

Align:

PR47

Angle: 93.8

926

Sheet:

7

MATC

H LIN

E STA 6712

+00

MATC

H LIN

E STA 6699+

00

ILLINOIS ROUTE 47

SCALE IN FEET

050 50 100

3

265' TAPER

~ EX IL ROUTE 47

~ PR IL ROUTE 47

+47

2' AGGREGATE SHOULDER

4' PAVED SHOULDER

GRASS MEDIAN

8' PAVED SHOULDER

2' AGGREGATE SHOULDER

2' AGGREGATE SHOULDER

8' PAVED SHOULDER

SA

BLE CREEK

MID

DLE A

UX

STA. 6699+00 TO STA. 6712+00ILLINOIS ROUTE 47

PLAN AND PROFILE

25 8

PC

C

ST

A 6703

+30.2

1

PI STA. = 6707+54.74

R = 12,000.00'

T = 424.53'

L = 848.70'

E = 7.51'

e = NC (emax 6%)

T.R. = NA

S.E. RUN = NA

P.T. STA. = 6711+78.92

PROP. CURVE PR47-04

PT

ST

A 6711+78.9

2

P.C.C. STA. = 6703+30.21

WEED CONTROL MOW STRIP

MEDIAN BARRIER AND 4'

HIGH TENSION CABLE

95.65' RT

6706+00.00

120.00' RT

6703+30.21

120.00' RT

6701+50.00

120.00' LT

6701+50.00

105.00' LT

6706+00.00120.00' LT

6703+30.21

100.02' RT

6707+00.00

85.00' RT

6707+00.00

50.48' RT

6707+00.00

HOPKINS KATHLEEN A

05-21-400-002

HATTNER TRUST 1

05-21-400-005

COMMONWEALTH EDISON

05-21-200-001

% GARY BRETTHAUER

BRETTHAUER AGRICULTURAL PARTNERSHIP LP,

05-21-300-010

85.00' RT

6711+78.92

105.00' LT

6711+78.92

3.25° LT AHEAD

BOX CULVERT / SN 047-2006

PR DOUBLE 12'X7'

(TO BE REMOVED)

BOX CULVERT / SN 047-2006

EX DOUBLE 12'X7'

Page 29: Volume No. 3a of 3 FAP ROUTE 326 (IL 47) SECTION (109, 110 ...

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DATE

ILLINOIS DEPARTMENT OF TRANSPORTATION

F.A.P.

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T'N

S

CH'K

D

BY

DA

TE

NO

TE

BO

OK

NO.

FILE NAME rbest=USER NAME

=PLOT SCALE

9/25/2015=PLOT DATE

= DESIGNED REVISED

REVISED

REVISED

REVISED

DRAWN

CHECKED

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.

SHEET NO. OF SHEETS STA. TO STA. FED. ROAD DIST. NO. ILLINOIS FED. AID PROJECT

CONTRACT NO.

SCALE:

plotla

bel.tbl

8810

0046

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

H

RG

PR

OJ.

CO

NT

AC

T:

HR

G

PR

OJ

EC

T

NO.:

D366825-sht-pln

prf-09.d

gn

IL_pdf

_b

w.plt

cf

g

A.

SIM

MO

NS

6712+00 6713+00 6714+00 6715+00 6716+00 6717+00 6718+00 6719+00 6720+00 6721+00 6722+00 6723+00 6724+00 6725+00

650

655

660

665

670

675

680

685

690

650

655

660

665

670

675

680

685

690

12'

12'

12'

20'

12'12'

12'12'

12'

20'

12'12'

32'

12'12'

32'

12'12'

16'4'

16'

30'

30'

24'

24'

230+00 235+00 240+00

6715+00 6720+00 6725+00

DITCH PROFILE

PROPOSED LEFT

DITCH PROFILE

PROPOSED RIGHT

PI

ST

A 6720

+00

EL

EV 665.0

0 (L

T)

PI

ST

A 6720

+00

EL

EV 665.5

0 (R

T)

+0.30% (LT)

+0.50% (RT)

+0.30% (LT)

VPI

ST

A.

6716

+00.0

0

EL

EV

ATIO

N 669.7

0

-0.40% +0.40%

200.00' V.C.

+00.0

0

EL.

670.1

0

+00.0

0

EL.

670.1

0

+0.40% (LT)

K = 250

PI

ST

A 6715

+50

EL

EV 667.1

5 (R

T)

+0.30% (RT) -0.37% (RT)-0.37% (RT)

671.3

0

671.1

0

670.9

0

670.7

0

670.5

0

670.3

0

670.1

0

669.9

5

669.9

0

669.9

5

670.1

0

670.3

0

670.5

0

670.7

0

670.9

0

671.1

0

671.3

0

671.5

0

671.7

0

671.9

0

672.1

0

672.3

0

672.5

0

672.7

0

672.9

0

673.1

0

673.3

0

667.1

6

666.9

6

666.8

0

667.0

7

667.0

2

666.9

1

667.2

1

668.8

8

667.4

5

667.4

1

667.2

4

667.1

3

667.1

6

667.2

3

667.4

1

667.3

9

667.5

0

667.7

3

668.0

8

668.3

6

668.4

3

668.6

1

668.7

2

668.9

3

668.9

0

668.9

3

669.1

5

326 KENDALL(109, 110) R

LEGENDEXISTING RIGHT-OF-WAY

EXISTING PROPERTY LINE

EXISTING EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED TEMPORARY EASEMENT

PROPOSED PERMANENT EASEMENT

CONSTRUCTION LIMITS

TREE REMOVAL

DITCH/CHANNEL FLOW DIRECTION

CORPORATE LIMIT

UNITED CITY OF YORKVILLE

MATC

H LIN

E STA 6712+

00

MATC

H LIN

E STA 6725+

00

Align:

PR47

Angle: 91.5

687

Sheet:

8

MATC

H LIN

E STA 6725+

00

MATC

H LIN

E STA 6712

+00

ILLINOIS ROUTE 47

SCALE IN FEET

050 50 100

3

265' STORAGE

265' STORAGE 265' TAPER

~ EX IL ROUTE 47

~ PR IL ROUTE 47

+12

+89

+54

R=4'

GRASS MEDIAN

2' AGGREGATE SHOULDER

8' PAVED SHOULDER

4' PAVED SHOULDER

2' AGGREGATE SHOULDER

2' AGGREGATE SHOULDER

8' PAVED SHOULDER

R=75' R=4'

R=75'

FE+48

FE+48

+77

STA. 6712+00 TO STA. 6725+00ILLINOIS ROUTE 47

PLAN AND PROFILE

25 9

+24

WEED CONTROL MOW STRIP

MEDIAN BARRIER AND 4'

HIGH TENSION CABLE (36" EQ-RS RCP)

PR 45"x29" ELLIPTICAL

105.00' LT

6715+77.68

95.00' LT

6715+77.73

% GARY BRETTHAUER

BRETTHAUER AGRICULTURAL PARTNERSHIP LP,

05-21-300-010

MPI-6 SOUTH YORKVILLE LLC

05-21-100-001

AMENT, LOUISE MARIE TEST TR

05-21-200-003HATTNER TRUST 1

05-21-400-005

COMMONWEALTH EDISON

05-21-200-001

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DATE

ILLINOIS DEPARTMENT OF TRANSPORTATION

F.A.P.

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T'N

S

CH'K

D

BY

DA

TE

NO

TE

BO

OK

NO.

FILE NAME rbest=USER NAME

=PLOT SCALE

9/25/2015=PLOT DATE

= DESIGNED REVISED

REVISED

REVISED

REVISED

DRAWN

CHECKED

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.

SHEET NO. OF SHEETS STA. TO STA. FED. ROAD DIST. NO. ILLINOIS FED. AID PROJECT

CONTRACT NO.

SCALE:

plotla

bel.tbl

8810

0046

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

H

RG

PR

OJ.

CO

NT

AC

T:

HR

G

PR

OJ

EC

T

NO.:

D366825-sht-pln

prf-10.d

gn

IL_pdf

_b

w.plt

cf

g

A.

SIM

MO

NS

6725+00 6726+00 6727+00 6728+00 6729+00 6730+00 6731+00 6732+00 6733+00 6734+00 6735+00 6736+00 6737+00 6738+00

655

660

665

670

675

680

685

690

695

32'

12'

12'

12'12'

12'

12'

12'

20'

16'

16'

12'12'12'

20'

12'

12'

4'

30' 3

0'

12'

655

660

665

670

675

680

685

690

695

215+00 220+00 225+00

6725+00 6730+00 6735+00

DITCH PROFILE

PROPOSED RIGHT

DITCH PROFILE

PROPOSED LEFT

PI

ST

A 6727

+00

EL

EV 669.0

0 (R

T)

PI

ST

A 6730

+00

EL

EV 672.3

0 (R

T)

EL

EV 682.3

0 (R

T)

+0.50% (RT)

+1.10% (RT)

+1.67% (RT)

+1.40% (RT)

+1.67% (RT)

PI

ST

A 6736

+00

VPI

ST

A.

6728

+50.0

0

EL

EV

ATIO

N 674.7

0

+0.40%+1.62

%

200.00' V.C.

K = 164

+50.0

0

EL.

674.3

0

+50.0

0

EL.

676.3

2

PI

ST

A 6727

+00

EL

EV 667.8

0 (L

T)

PI

ST

A 6730

+00

EL

EV 670.8

0 (L

T)

+0.40% (LT)

+1.00% (LT)

PI

ST

A 6733

+00

EL

EV 676.8

0 (L

T)+2.0

0% (LT)

+1.60% (LT)

+1.60% (LT)

673.3

0

673.5

0

673.7

0

673.9

0

674.1

0

674.3

0

674.5

8

675.0

0

675.5

9

676.3

2

677.1

3

677.9

4

678.7

5

679.5

6

680.3

7

681.1

8

681.9

9

682.8

0

683.6

1

684.4

2

685.2

3

686.0

3

686.8

4

687.6

5

688.4

6

689.2

7

690.0

8

669.1

5

669.4

2

669.7

9

670.2

9

670.8

1

671.4

9

672.1

2

672.6

6

673.1

8

673.8

9

674.8

5

675.8

2

676.5

2

677.1

7

678.1

7

680.5

1

680.2

6

680.9

8

681.8

2

682.5

8

683.3

8

684.1

8

685.0

1

685.8

8

686.8

0

687.5

1

688.3

3

326 KENDALL(109, 110) R

LEGENDEXISTING RIGHT-OF-WAY

EXISTING PROPERTY LINE

EXISTING EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED TEMPORARY EASEMENT

PROPOSED PERMANENT EASEMENT

CONSTRUCTION LIMITS

TREE REMOVAL

DITCH/CHANNEL FLOW DIRECTION

CORPORATE LIMIT

UNITED CITY OF YORKVILLE

MATC

H LIN

E STA 6725+

00

MATC

H LIN

E STA 6738+

00

Align:

PR47

Angle: 91.5

687

Sheet:

9

MATC

H LIN

E STA 6738+

00

MATC

H LIN

E STA 6725+

00

ILLINOIS ROUTE 47

SCALE IN FEET

050 50 100

3

265' TAPER 265' STORAGE

265' STORAGE 265' TAPER

~ EX IL ROUTE 47

~ PR IL ROUTE 47

+67

+32

R=4'

R=75'

R=4'

R=75'

GRASS MEDIAN

2' AGGREGATE SHOULDER

8' PAVED SHOULDER

4' PAVED SHOULDER

2' AGGREGATE SHOULDER

2' AGGREGATE SHOULDER

8' PAVED SHOULDER

+97

PE+73

+44

STA. 6725+00 TO STA. 6738+00ILLINOIS ROUTE 47

PLAN AND PROFILE

25 10

+09

WEED CONTROL MOW STRIP

MEDIAN BARRIER AND 4'

HIGH TENSION CABLE

MPI-6 SOUTH YORKVILLE LLC

05-21-100-001

AMENT, LOUISE MARIE TEST TR

05-21-200-003AMENT I LLC

05-21-200-005

COMMONWEALTH EDISON

05-21-200-001

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DATE

ILLINOIS DEPARTMENT OF TRANSPORTATION

F.A.P.

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

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NO

TA

T'N

S

CH'K

D

BY

DA

TE

NO

TE

BO

OK

NO.

FILE NAME rbest=USER NAME

=PLOT SCALE

9/25/2015=PLOT DATE

= DESIGNED REVISED

REVISED

REVISED

REVISED

DRAWN

CHECKED

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.

SHEET NO. OF SHEETS STA. TO STA. FED. ROAD DIST. NO. ILLINOIS FED. AID PROJECT

CONTRACT NO.

SCALE:

plotla

bel.tbl

8810

0046

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

H

RG

PR

OJ.

CO

NT

AC

T:

HR

G

PR

OJ

EC

T

NO.:

D366825-sht-pln

prf-11.d

gn

IL_pdf

_b

w.plt

cf

g

A.

SIM

MO

NS

6738+00 6739+00 6740+00 6741+00 6742+00 6743+00 6744+00 6745+00 6746+00 6747+00 6748+00 6749+00 6750+00 6751+00

670

675

680

685

690

695

700

705

710

670

675

680

685

690

695

700

705

710

32'

12'

12'

12'12'

16'

30'

24'

12'12'

12'12'

30'

32'

12'12'

12'

12' 205+00 210+00 215+00

6740+00 6745+00 6750+00

DITCH PROFILE

PROPOSED RIGHT

DITCH PROFILE

PROPOSED LEFT

PI

ST

A 6741+00

EL

EV 689.3

0 (R

T)

+0.50% (RT)

VPI

ST

A.

6741+50.0

0

EL

EV

ATIO

N 695.7

5

+1.62%

+0.30%

300.00' V.C.

K = 227

+00.0

0

EL.

693.3

2

+00.0

0

EL.

696.2

0

PI

ST

A 6744

+50

EL

EV 691.0

5 (R

T)

PI

ST

A 6744

+00

EL

EV 691.6

0 (L

T)

+0.30% (LT)

+0.30% (RT)

+1.40% (RT)

+0.30% (LT)

+0.30% (RT)

PI

ST

A 6740

+00

EL

EV 688.0

0 (L

T)

+1.20% (LT)

PI

ST

A 6742

+00

EL

EV 690.4

0 (L

T)

+0.60% (LT)

+1.60% (LT)

690.0

8

690.8

9

691.7

0

692.5

1

693.3

2

694.0

8

694.7

2

695.2

6

695.6

8

696.0

0

696.2

0

696.3

5

696.5

0

696.6

5

696.8

0

696.9

5

697.1

0

697.2

5

697.4

0

697.5

5

697.7

0

697.8

5

698.0

0

698.1

5

698.3

0

698.4

5

698.6

0

688.3

3

689.0

4

689.6

8

690.4

3

691.0

6

691.6

2

692.0

6

692.7

0

693.2

7

693.6

8

694.0

5

694.3

4

694.4

4

694.5

5

694.6

8

694.7

2

694.9

2

695.0

9

695.2

5

695.4

6

695.4

0

695.5

2

695.8

3

696.0

4

696.3

1

696.6

2

696.7

8

326 KENDALL(109, 110) R

LEGENDEXISTING RIGHT-OF-WAY

EXISTING PROPERTY LINE

EXISTING EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED TEMPORARY EASEMENT

PROPOSED PERMANENT EASEMENT

CONSTRUCTION LIMITS

TREE REMOVAL

DITCH/CHANNEL FLOW DIRECTION

CORPORATE LIMIT

UNITED CITY OF YORKVILLE

MATC

H LIN

E STA 6738+

00

MATC

H LIN

E STA 6751+

00

Align:

PR47

Angle: 91.4

785

Sheet:

10

MATC

H LIN

E STA 6738+

00

MATC

H LIN

E STA 6751+

00

ILLINOIS ROUTE 47

SCALE IN FEET

050 50 100

3

~ EX IL ROUTE 47

~ PR IL ROUTE 47

GRASS MEDIAN

2' AGGREGATE SHOULDER

8' PAVED SHOULDER

4' PAVED SHOULDER

2' AGGREGATE SHOULDER

2' AGGREGATE SHOULDER

8' PAVED SHOULDER

FE+68

STA. 6738+00 TO STA. 6751+00ILLINOIS ROUTE 47

PLAN AND PROFILE

25 11

PI STA. = 6751+99.97

R = 12,000.00'

T = 300.09'

L = 600.06'

E = 3.75'

e = NC (emax 6%)

T.R. = NA

S.E. RUN = NA

P.C. STA. = 6748+99.87

PROP. CURVE PR47-05

PC

ST

A 6748

+99.8

7

+74

P.R.C. STA. = 6754+99.94WEED CONTROL MOW STRIP

MEDIAN BARRIER AND 4'

HIGH TENSION CABLE

600' TAPER (63:1)

600' TAPER (63:1)

SE

CTIO

N

LIN

E

MPI-6 SOUTH YORKVILLE LLC

05-21-100-001

MPI-6 SOUTH YORKVILLE LLC

05-16-300-003

ROSS AMENT

DBRNC PARTNERSHIP LP

05-16-400-003

AMENT, J ROBERT CHAR REM TRUST

05-21-200-004

COMMONWEALTH EDISON

05-16-200-001

95.00' LT

6748+99.87

COMMONWEALTH EDISON

05-21-200-001

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DATE

ILLINOIS DEPARTMENT OF TRANSPORTATION

F.A.P.

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

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D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

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UR

E

NO

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T'N

S

CH'K

D

BY

DA

TE

NO

TE

BO

OK

NO.

FILE NAME rbest=USER NAME

=PLOT SCALE

9/25/2015=PLOT DATE

= DESIGNED REVISED

REVISED

REVISED

REVISED

DRAWN

CHECKED

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.

SHEET NO. OF SHEETS STA. TO STA. FED. ROAD DIST. NO. ILLINOIS FED. AID PROJECT

CONTRACT NO.

SCALE:

plotla

bel.tbl

8810

0046

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

H

RG

PR

OJ.

CO

NT

AC

T:

HR

G

PR

OJ

EC

T

NO.:

D366825-sht-pln

prf-12.d

gn

IL_pdf

_b

w.plt

cf

g

A.

SIM

MO

NS

6751+00 6752+00 6753+00 6754+00 6755+00 6756+00 6757+00 6758+00 6759+00 6760+00 6761+00 6762+00 6763+00 6764+00

680

685

690

695

700

705

710

715

720

680

685

690

695

700

705

710

715

720

35'

13'12'13'

12'

13'

6.5'

24'

12'

12'

12'

12'

13'

12'

13'

12'

13' 60'

60'

3"

3"

6"

8"

24"

24"

24"

36"

15"

CHURCH

BRICK

190+00

195+00

200+00

6755+00 6760+00

DITCH PROFILE

PROPOSED RIGHT

DITCH PROFILE

PROPOSED LEFT

VPI

ST

A.

6754

+99.9

4

EL

EV

ATIO

N 699.8

0

+0.30% +0.40%

PI

ST

A 6752

+00

EL

EV 693.3

0 (R

T)

PI

ST

A 6752

+00

EL

EV 694.0

0 (L

T)

+0.50% (LT)

+0.30% (LT)

+0.30% (RT)

+0.50% (LT)

699.00

+50 (LT) 699.50

+00 (RT)

699.75

+50 (LT)

+0.94% (RT)

PI

ST

A 6757

+00

EL

EV 698.0

0 (R

T)

+0.94% (RT)+0.30% (RT)

+0.50% (LT)

PI

ST

A 6761+00

EL

EV 698.5

0 (L

T)

+1.00% (LT)

698.6

0

698.7

5

698.9

0

699.0

5

699.2

0

699.3

5

699.5

0

699.6

5

699.8

0

700.0

0

700.2

0

700.4

0

700.6

0

700.8

0

701.0

0

701.2

0

701.4

0

701.6

0

701.8

0

702.0

0

702.2

0

702.4

0

702.6

0

702.8

0

703.0

0

703.2

0

703.4

0

696.7

8

696.8

6

697.2

5

697.7

9

698.3

0

698.6

0

699.0

2

699.4

1

699.7

6

700.0

0

700.1

6

700.3

5

700.5

2

700.6

8

700.8

2

700.9

3

701.0

6

701.1

9

701.3

4

701.4

7

701.6

0

701.7

5

701.8

7

701.9

4

702.0

4

702.1

8

702.3

5

326 KENDALL(109, 110) R

LEGENDEXISTING RIGHT-OF-WAY

EXISTING PROPERTY LINE

EXISTING EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED TEMPORARY EASEMENT

PROPOSED PERMANENT EASEMENT

CONSTRUCTION LIMITS

TREE REMOVAL

DITCH/CHANNEL FLOW DIRECTION

CORPORATE LIMIT

UNITED CITY OF YORKVILLE

MATC

H LIN

E STA 6751+

00

MATC

H LIN

E STA 6764+

00

Align:

PR47

Angle: 90.3

364

Sheet:

11

MATC

H LIN

E STA 6764+

00

MATC

H LIN

E STA 6751+

00

ILLINOIS ROUTE 47

SCALE IN FEET

050 50 100

3

~ PR IL ROUTE 47

~ EX IL ROUTE 47

2' AGGREGATE SHOULDER

4' PAVED SHOULDER

GRASS MEDIAN

8' PAVED SHOULDER

2' AGGREGATE SHOULDER

2' AGGREGATE SHOULDER

8' PAVED SHOULDER

COMB CC&G TB6.24

FE+90

STA. 6751+00 TO STA. 6764+00ILLINOIS ROUTE 47

PLAN AND PROFILE

25 12

COMB CC&G TB6.24

PR

C

ST

A 6754

+99.9

4

PI STA. = 6758+00.03

R = 12,000.00'

T = 300.09'

L = 600.06'

E = 3.75'

e = NC (emax 6%)

T.R. = NA

S.E. RUN = NA

P.T. STA. = 6761+00.00

PROP. CURVE PR47-06

PT

ST

A 6761+00.0

0

CE+87

P.R.C. STA. = 6754+99.94

600' TAPER (63:1)

600' TAPER (63:1)

(BDE FIGURE 17-2.B)

INTO CURB AND GUTTER

PAVED SHOULDER TRANSITION

~ EX/PR IL ROUTE 47

95.00' LT

6751+00.00

75.00' LT

6753+00.00

65.00' LT

6761+36.22

65.00' LT

6755+47.62

75.00' LT

6755+47.10

LUTHERAN PARSONAGE

CROSS EVANGELICAL LUTHRN CHRCH

05-16-300-009

% ARTHUR HILLER

HILLER FAMILY LTD PARTNERSHIP,

05-16-100-014MPI-6 SOUTH YORKVILLE LLC

05-16-300-003

ROSS AMENT

DBRNC PARTNERSHIP LP

05-16-400-003

COMMONWEALTH EDISON

05-16-200-001

55.00' LT

6761+36.34

65.00' LT

6761+00.0075.00' LT

6754+99.94

60.00' RT

6761+00.0060.00' RT

6757+54.44

Page 33: Volume No. 3a of 3 FAP ROUTE 326 (IL 47) SECTION (109, 110 ...

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DATE

ILLINOIS DEPARTMENT OF TRANSPORTATION

F.A.P.

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T'N

S

CH'K

D

BY

DA

TE

NO

TE

BO

OK

NO.

FILE NAME rbest=USER NAME

=PLOT SCALE

9/25/2015=PLOT DATE

= DESIGNED REVISED

REVISED

REVISED

REVISED

DRAWN

CHECKED

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.

SHEET NO. OF SHEETS STA. TO STA. FED. ROAD DIST. NO. ILLINOIS FED. AID PROJECT

CONTRACT NO.

SCALE:

plotla

bel.tbl

8810

0046

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

H

RG

PR

OJ.

CO

NT

AC

T:

HR

G

PR

OJ

EC

T

NO.:

D366825-sht-pln

prf-13.d

gn

IL_pdf

_b

w.plt

cf

g

A.

SIM

MO

NS

6764+00 6765+00 6766+00 6767+00 6768+00 6769+00 6770+00 6771+00 6772+00 6773+00 6774+00 6775+00 6776+00 6777+00

690

695

700

705

710

715

720

725

730

690

695

700

705

710

715

720

725

730

12'

13'

13'

12'

13'

12'13'

13'

12'

13'

12'13'

12'13'

13'12'13'

12'

13'

6.5'

6.5'

19'

13'

12'

FL

AG

PO

LE

3"

3"4"

4"

5"

5"

6"

6"

6"

6"

6"8" 8"

8"8"

8"

8"8"

8"

8"

8"

8"

8"

10"

10"

12"12"

12"12"

12"

12"

12"

12"

24"

24"

24"

36"

15"

15" 15"

18"

18"

16"

2"

2"

2"

27" 27"26"

26"

20"

20"38"

FRAME RES.

TWO STORY

FRAME RES.TWO STORY

FRAME RES.ONE STORY

310

+00

180+00 185+00 6765+00 6770+00 6775+00

DITCH PROFILE

PROPOSED LEFT

DITCH PROFILE

PROPOSED RIGHT

VPI

ST

A.

6767

+50.0

0

EL

EV

ATIO

N 704.8

0

+0.40%+1.50

%

150.00' V.C.

K = 136

+75.0

0

EL.

704.5

0

+25.0

0

EL.

705.9

3

VPI

ST

A.

6775

+00.0

0

EL

EV

ATIO

N 716.0

5

+1.50%

+0.47%

300.00' V.C.

K = 291

+50.0

0

EL.

713.8

0

+50.0

0

EL.

716.7

6

PI

ST

A 6775

+50

EL

EV 711.2

0 (R

T)

PI

ST

A 6774

+50

EL

EV 710.2

0 (L

T)

+1.48% (LT)

+0.40% (LT)

+0.40% (RT)

+1.05% (RT)

699.25

+50 (RT)701.40

+20 (LT)

702.60

+20 (RT)

704.90

+50 (RT)

702.80

+50 (LT)

PI

ST

A 6766

+00

EL

EV 701.5

0 (R

T)

+0.50% (RT) +1.48% (LT)

+1.05% (RT)

ELEV = 706.78

~ AMENT ROAD (WEST) STA 310+00.00

~ ILLINOIS ROUTE 47 STA 6768+81.86

ELEV = 706.87

~ AMENT ROAD (EAST) STA 311+00.00

~ ILLINOIS ROUTE 47 STA 6768+87.70

700.90

+80 (LT)

700.62

+60 (LT)

+0.50% (LT)

+0.30% (LT)

(RT)

+4.50%

703.4

0

703.6

0

703.8

0

704.0

0

704.2

0

704.4

0

704.6

2

705.0

1

705.5

7

706.3

0

707.0

5

707.8

0

708.5

5

709.3

0

710.0

5

710.8

0

711.5

5

712.3

0

713.0

5

713.8

0

714.5

1

715.1

3

715.6

6

716.1

1

716.4

8

716.7

6

716.9

9

702.3

5

702.5

0

702.6

3

702.8

2

703.1

2

703.5

4

704.0

5

704.6

4

705.2

9

706.0

4

706.8

7

707.7

1

708.5

6

709.4

1

710.2

4

711.0

3

711.7

5

712.4

4

713.0

7

713.6

7

714.2

3

714.7

6

715.2

8

715.7

8

716.2

3

716.6

2

716.9

3

326 KENDALL(109, 110) R

LEGENDEXISTING RIGHT-OF-WAY

EXISTING PROPERTY LINE

EXISTING EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED TEMPORARY EASEMENT

PROPOSED PERMANENT EASEMENT

CONSTRUCTION LIMITS

TREE REMOVAL

DITCH/CHANNEL FLOW DIRECTION

CORPORATE LIMIT

UNITED CITY OF YORKVILLE

MATC

H LIN

E STA 6764+

00

MATC

H LIN

E STA 6777+

00

Align:

PR47

Angle: 91.5

687

Sheet:

12

MATC

H LIN

E STA 6777+

00

MATC

H LIN

E STA 6764+

00

ILLINOIS ROUTE 47

AMENT ROAD

AMENT ROAD

SCALE IN FEET

050 50 100

3

200' TAPER 185' STORAGE

185' STORAGE 200' TAPER

BI-DIRECTIONAL TURN LANE

~ AMENT ROAD (EAST) STA 311+00.00

~ ILLINOIS ROUTE 47 STA 6768+87.70

~ AMENT ROAD (WEST) STA 310+00.00

~ ILLINOIS ROUTE 47 STA 6768+81.86

+43

+43

+29

+29

COMB CC&G TB6.24

COMB CC&G TB6.24

SYSTEM

EXISTING SEPTIC

SYSTEM

EXISTING SEPTIC

EXISTING WELLS (2)

PE+12

+28

+44

PE+10

STA. 6764+00 TO STA. 6777+00ILLINOIS ROUTE 47

PLAN AND PROFILE

25 13

R=55'

R=55'

10' OFFSET

R=55'-300'

10' OFFSET

R=55'-300'

~ EX/PR IL ROUTE 47

PR 24" RCP

75.00' LT

6769+81.40

60.00' RT

6769+75.00

79.50' RT

6768+74.44

(TO BE REMOVED)

EX 4'X3' BOX CULVERT

(TO BE REMOVED)

EX 24" PIPE CULVERT

70.00' RT

6768+09.46

70.00' RT

6768+74.37

79.50' RT

6769+56.89

89°50'36"

89°35'10"

STA 6769+18 RT, ELEV 706.49

JUST NORTH OF AMENT ROAD.

BRASS PLAQUE ON EAST SIDE OF IL 47,

BENCHMARK #2:

COLLINS, ALBERT JR & CARYN

05-16-100-021

LUTHERAN PARSONAGE

CROSS EVANGELICAL LUTHRN CHRCH

05-16-300-009 COLLINS ALBERT JR & CARYN

05-16-100-022COLLINS, ALBERT JR & CARYN

05-16-100-021

COLLINS, ALBERT JR & CARYN

05-16-100-007

COMMONWEALTH EDISON

05-16-200-001

DHUSE FAMILY FARMS LP

05-16-200-009

RICHARD MARKER

OAK BROOK BANK

05-16-400-002

55.00' LT

6767+85.68

60.00' RT

6768+00.00PE+89

(STA 6765+89 RT)

TO BE RELOCATED

EXISTING ENTRANCE

MAILBOX TURNOUT (TYP)

Page 34: Volume No. 3a of 3 FAP ROUTE 326 (IL 47) SECTION (109, 110 ...

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ILLINOIS DEPARTMENT OF TRANSPORTATION

F.A.P.

SU

RV

EY

ED

PL

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TE

D

BY

DA

TE

NO

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BO

OK

NO.

PL

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ALIG

NM

EN

T

CH

EC

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D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T'N

S

CH'K

D

BY

DA

TE

NO

TE

BO

OK

NO.

FILE NAME rbest=USER NAME

=PLOT SCALE

9/25/2015=PLOT DATE

= DESIGNED REVISED

REVISED

REVISED

REVISED

DRAWN

CHECKED

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.

SHEET NO. OF SHEETS STA. TO STA. FED. ROAD DIST. NO. ILLINOIS FED. AID PROJECT

CONTRACT NO.

SCALE:

plotla

bel.tbl

8810

0046

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

H

RG

PR

OJ.

CO

NT

AC

T:

HR

G

PR

OJ

EC

T

NO.:

D366825-sht-pln

prf-14.d

gn

IL_pdf

_b

w.plt

cf

g

A.

SIM

MO

NS

6777+00 6778+00 6779+00 6780+00 6781+00 6782+00 6783+00 6784+00 6785+00 6786+00 6787+00 6788+00 6789+00 6790+00 6791+00

700

705

710

715

720

725

730

735

740

700

705

710

715

720

725

730

735

740

13'12'

13'12'13'

13'12'

13'12'13'

6.5'

24'35'

13'

24'

6.5'

15'

FLAG

POLE

4"

8"

8"

8"

8"

10" 12"

12" 12"

12"

ST

EE

L

BUIL

DIN

GO

NE

ST

OR

Y

165+00 170+00

175+00 6780+00 6785+00 6790+00

DITCH PROFILE

PROPOSED RIGHT

DITCH PROFILE

PROPOSED LEFT

PI

ST

A 6780

+00

EL

EV 713.8

0 (R

T)

+0.60% (RT)

+1.20% (RT)

VPI

ST

A.

6788

+00.0

0

EL

EV

ATIO

N 722.1

7

+0.47% +1.32%

150.00' V.C.

K = 176

+25.0

0

EL.

721.8

2

+75.0

0

EL.

723.1

6

PI

ST

A 6784

+00

EL

EV 716.2

0 (R

T)

PI

ST

A 6786

+50

EL

EV 717.3

0 (R

T)

PI

ST

A 6788

+50

EL

EV 718.6

0 (R

T)

+0.65% (RT)

PI

ST

A 6778

+00

EL

EV 712.2

0 (R

T)

PI

ST

A 6778

+00

EL

EV 711.6

0 (L

T)

PI

ST

A 6788

+50

EL

EV 718.7

5 (L

T)

+0.90% (LT)

+1.25% (LT)

+0.80% (RT)

+0.40% (RT)

+0.40% (LT)

717.00

+00 (LT)

715.00

+00 (LT) +0.70% (LT)

+0.60% (RT)

+0.90% (LT)

PI

ST

A 6784

+00

EL

EV 717.0

0 (L

T)

-2.00% (LT)

PI

ST

A 6785

+30

EL

EV 714.5

0 (R

T)

-1.31% (RT)+2.3

3% (RT)

716.9

9

717.2

3

717.4

6

717.7

0

717.9

3

718.1

7

718.4

0

718.6

4

718.8

7

719.1

1

719.3

5

719.5

8

719.8

2

720.0

5

720.2

9

720.5

2

720.7

6

720.9

9

721.2

3

721.4

6

721.7

0

721.9

5

722.3

3

722.8

5

723.4

9

724.1

5

724.8

2

725.4

8

726.1

4

716.9

3

717.1

7

717.3

8

717.6

1

717.8

1

718.0

1

718.2

1

718.3

4

718.4

3

718.5

4

718.7

1

718.8

7

719.0

2

719.1

7

719.3

0

719.4

6

719.6

7

719.9

1

720.2

8

720.7

1

721.1

7

721.6

7

722.2

3

722.8

4

723.4

5

724.0

9

724.7

7

725.4

3

726.1

0

326 KENDALL(109, 110) R

LEGENDEXISTING RIGHT-OF-WAY

EXISTING PROPERTY LINE

EXISTING EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED TEMPORARY EASEMENT

PROPOSED PERMANENT EASEMENT

CONSTRUCTION LIMITS

TREE REMOVAL

DITCH/CHANNEL FLOW DIRECTION

CORPORATE LIMIT

UNITED CITY OF YORKVILLE

MATC

H LIN

E STA 6777+

00

MATC

H LIN

E STA 6791+

00

Align:

PR47

Angle: 92.0

938

Sheet:

13

MATC

H LIN

E STA 6791+

00

MATC

H LIN

E STA 6777+

00

ILLINOIS ROUTE 47

SCALE IN FEET

050 50 100

3

BI-DIRECTIONAL TURN LANE

COMB CC&G TB6.24

COMB CC&G TB6.24

CE+56CE+03

PE+98

STA. 6777+00 TO STA. 6791+00ILLINOIS ROUTE 47

PLAN AND PROFILE

25 14

FE+38

PI STA. = 6795+38.08

R = 5,390.63'

T = 810.07'

E = 60.53'

e = NC (emax 6%)

T.R. = NA

S.E. RUN = NA

P.C. STA. = 6787+28.02

PC

ST

A 6787

+28.0

2

PROP. CURVE PR47-07

L = 1,608.10'

P.C.C. STA. = 6803+36.12

+00

~ EX/PR IL ROUTE 47

(TO BE REMOVED)

EX 2'X2' BOX CULVERT

+75

+25

(TO BE REMOVED)

EX DOUBLE 45"X29" ELLIPTICAL

+65

60.00' RT

6784+00.00

70.00' RT

6784+00.00

250.00' RT

6785+50.00

250.00' RT

6784+50.00

70.00' RT

6786+50.00

70.00' RT

6786+00.00

10'

70.00' RT

6785+00.00

60.00' RT

6786+50.00

STA 6785+40 LT, ELEV 721.45

FACILITY, SOUTHWEST OF GATE.

BRASS PLAQUE AT IDOT MAINTENANCE

BENCHMARK #3:

% ARTHUR HILLER

HILLER FAMILY LTD PARTNERSHIP,

05-16-100-014

STATE OF IL DEPT OF TRANS

05-16-100-006

GRAINCO FS INC

05-16-100-005

COMMONWEALTH EDISON

05-16-200-001

DHUSE FAMILY FARMS LP

05-16-200-007

DHUSE FAMILY FARMS LP

05-16-200-009

75.00' LT

6787+28.0215.00° RT AHEAD

BOX CULVERT

PR DOUBLE 12'X3'

MAILBOX TURNOUT (TYP)

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ILLINOIS DEPARTMENT OF TRANSPORTATION

F.A.P.

SU

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PL

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TE

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BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

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D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T'N

S

CH'K

D

BY

DA

TE

NO

TE

BO

OK

NO.

FILE NAME rbest=USER NAME

=PLOT SCALE

9/25/2015=PLOT DATE

= DESIGNED REVISED

REVISED

REVISED

REVISED

DRAWN

CHECKED

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.

SHEET NO. OF SHEETS STA. TO STA. FED. ROAD DIST. NO. ILLINOIS FED. AID PROJECT

CONTRACT NO.

SCALE:

plotla

bel.tbl

8810

0046

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

H

RG

PR

OJ.

CO

NT

AC

T:

HR

G

PR

OJ

EC

T

NO.:

D366825-sht-pln

prf-15.d

gn

IL_pdf

_b

w.plt

cf

g

A.

SIM

MO

NS

6791+00 6792+00 6793+00 6794+00 6795+00 6796+00 6797+00 6798+00 6799+00 6800+00 6801+00 6802+00 6803+00

710

715

720

725

730

735

740

745

750

710

715

720

725

730

735

740

745

750

13'12'

13'12'13'

13'12'

13'12'13'

6.5'

35'

6.5'

35'

3"4"

4"

5"5"

6"

6"6"

8"

10"

11"12"12"

150+00

155+00

160+00

6795+00 6800+00

DITCH PROFILE

PROPOSED RIGHT

DITCH PROFILE

PROPOSED LEFT

PI

ST

A 6793

+00

EL

EV 724.0

0 (R

T)

PI

ST

A 6799

+00

EL

EV 733.0

0 (R

T)

+1.50% (RT)

+0.50% (RT)

VPI

ST

A.

6800

+00.0

0

EL

EV

ATIO

N 738.0

4

+1.32%+0.67%

+25.0

0

EL.

737.0

5

+75.0

0

EL.

738.5

5

150.00' V.C.

K = 230

PI

ST

A 6793

+50

EL

EV 725.0

0 (L

T)

PI

ST

A 6796

+50

EL

EV 726.5

0 (L

T)

PI

ST

A 6799

+00

EL

EV 732.5

0 (L

T)

PI

ST

A 6801+00

EL

EV 733.3

0 (L

T)

+0.50% (LT)

+2.40% (

LT)

+0.40% (LT)

+0.80% (LT)

+1.20% (RT)

+1.25% (LT)

726.1

4

726.8

0

727.4

6

728.1

2

728.7

8

729.4

4

730.1

1

730.7

7

731.4

3

732.0

9

732.7

5

733.4

1

734.0

7

734.7

4

735.4

0

736.0

6

736.7

2

737.3

7

737.9

2

738.3

6

738.7

1

739.0

5

739.3

8

739.7

2

740.0

5

726.1

0

726.7

7

727.4

7

728.1

5

728.7

7

729.3

7

730.0

1

730.7

1

731.4

1

732.0

8

732.7

0

733.3

2

734.0

2

734.7

4

735.4

1

736.1

0

736.7

1

737.2

3

737.7

2

738.1

8

738.6

1

738.9

9

739.3

6

739.6

8

739.9

4

326 KENDALL(109, 110) R

LEGENDEXISTING RIGHT-OF-WAY

EXISTING PROPERTY LINE

EXISTING EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED TEMPORARY EASEMENT

PROPOSED PERMANENT EASEMENT

CONSTRUCTION LIMITS

TREE REMOVAL

DITCH/CHANNEL FLOW DIRECTION

CORPORATE LIMIT

UNITED CITY OF YORKVILLE

MATC

H LIN

E STA 6791+

00

MATC

H LIN

E STA 6803+

00

Align:

PR47

Angle:

101.8

997

Sheet:

14

MATC

H LIN

E STA 6803+

00

MATC

H LIN

E STA 6791+

00

ILLINOIS ROUTE 47

SCALE IN FEET

050 50 100

3

BI-DIRECTIONAL TURN LANE

COMB CC&G TB6.24

COMB CC&G TB6.24

CE+09

STA. 6791+00 TO STA. 6803+00ILLINOIS ROUTE 47

PLAN AND PROFILE

25 15

CE+00

R=25'

PI STA. = 6795+38.08

R = 5,390.63'

T = 810.07'

E = 60.53'

e = NC (emax 6%)

T.R. = NA

S.E. RUN = NA

P.C. STA. = 6787+28.02

PROP. CURVE PR47-07

L = 1,608.10'

P.C.C. STA. = 6803+36.12

~ EX/PR IL ROUTE 47

(TO BE REMOVED)

EX 2'X2' BOX CULVERT

R=25'

TB6.12 (TYP)

COMB CC&G

GRAINCO FS INC

05-16-100-005

GRAINCO FS INC

05-16-100-004

GRAINCO FS INC

05-09-300-007

GRAINCO FS INC

05-09-300-006

RON KUHN

WEST SUBURBAN BANK

05-09-300-015

COMMONWEALTH EDISON

05-16-200-001

KONICEK, DALE L

05-09-400-002

JOHNSON GERALD W & DIANE E

05-09-400-005JOHNSON GERALD W & DIANE E

05-16-200-006

UNITED CITY OF YORKVILLE

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DATE

ILLINOIS DEPARTMENT OF TRANSPORTATION

F.A.P.

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

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NO

TA

T'N

S

CH'K

D

BY

DA

TE

NO

TE

BO

OK

NO.

FILE NAME rbest=USER NAME

=PLOT SCALE

9/25/2015=PLOT DATE

= DESIGNED REVISED

REVISED

REVISED

REVISED

DRAWN

CHECKED

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.

SHEET NO. OF SHEETS STA. TO STA. FED. ROAD DIST. NO. ILLINOIS FED. AID PROJECT

CONTRACT NO.

SCALE:

plotla

bel.tbl

8810

0046

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

H

RG

PR

OJ.

CO

NT

AC

T:

HR

G

PR

OJ

EC

T

NO.:

D366825-sht-pln

prf-16.d

gn

IL_pdf

_b

w.plt

cf

g

A.

SIM

MO

NS

6803+00 6804+00 6805+00 6806+00 6807+00 6808+00 6809+00 6810+00 6811+00 6812+00 6813+00 6814+00 6815+00 6816+00

715

720

725

730

735

740

745

750

755

715

720

725

730

735

740

745

750

755

13'12'

13'12'13'

13'12'

13'12'13'

84°56'47"

24'

6.5'

6.5'

24'

35'

49.5'

86°30'51"

4"

4"

4"

4"4"

4"4"

4"4"

4"8"

8"

500

+00

140+00 145+00

150+00

6805+00

6810+00

6815+00

400

+00

734.40

+00 (RT)

DITCH PROFILE

PROPOSED RIGHT

DITCH PROFILE

PROPOSED LEFT

736.00

+00 (RT)

736.40

+00 (RT)

VPI

ST

A.

6805

+50.0

0

EL

EV

ATIO

N 741.7

3

+0.67% -0.39%

+75.0

0

EL.

741.2

3

+25.0

0

EL.

741.4

4

150.00' V.C.

K = 141

+0.50% (RT)

+0.80% (LT)-0.40% (LT)

736.90

+50 (LT) 738.15

+50 (LT)

ELEV = 737.76

~ FAIRFAX WAY STA 500+00.00

~ ILLINOIS ROUTE 47 STA 6815+61.61

PI

ST

A 6813

+80

EL

EV 733.8

0 (R

T)

-0.33% (RT) +0.50% (RT)

-0.33% (RT)

PI

ST

A 6812

+00

EL

EV 735.9

5 (L

T)

-0.40% (LT)

PI

ST

A 6814

+00

EL

EV 734.4

5 (L

T)

-0.75% (LT)

ELEV = 741.49

~ CONSERVATION DRIVE STA 402+00.00

~ ILLINOIS ROUTE 47 STA 6806+08.96

740.0

5

740.3

9

740.7

2

741.0

6

741.3

7

741.5

3

741.5

1

741.3

4

741.1

4

740.9

5

740.7

5

740.5

5

740.3

6

740.1

6

739.9

7

739.7

7

739.5

7

739.3

8

739.1

8

738.9

8

738.7

9

738.5

9

738.4

0

738.2

0

738.0

0

737.8

1

737.6

1

737.4

2

739.9

4

740.1

6

740.3

6

740.5

2

740.6

4

740.7

1

740.6

8

740.6

2

740.5

5

740.4

1

740.2

5

740.1

1

739.9

3

739.7

6

739.6

4

739.5

1

739.3

0

739.1

3

739.0

1

738.8

1

738.5

2

738.2

7

738.1

3

737.9

8

737.7

6

737.5

2

737.2

3

737.0

0

326 KENDALL(109, 110) R

LEGENDEXISTING RIGHT-OF-WAY

EXISTING PROPERTY LINE

EXISTING EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED TEMPORARY EASEMENT

PROPOSED PERMANENT EASEMENT

CONSTRUCTION LIMITS

TREE REMOVAL

DITCH/CHANNEL FLOW DIRECTION

CORPORATE LIMIT

UNITED CITY OF YORKVILLE

MATC

H LIN

E STA 6803+

00

MATC

H LIN

E STA 6816

+50

MATC

H LIN

E STA 6816

+50

MATC

H LIN

E STA 6803+

00

ILLINOIS ROUTE 47

R=30'

2.5' OFFSET

R=45'-200'

SCALE IN FEET

050 50 100

3

BI-DIRECTIONAL TURN LANE

FAIR

FA

X

WA

Y

~ FAIRFAX WAY STA 500+00.00

~ ILLINOIS ROUTE 47 STA 6815+61.61

COMB CC&G TB6.24

COMB CC&G TB6.24

PE+74

FE+36

+98

STA. 6803+00 TO STA. 6816+50ILLINOIS ROUTE 47

PLAN AND PROFILE

25 16

PI STA. = 6811+84.92

R = 5,443.29'

T = 848.80'

E = 65.78'

e = NC (emax 6%)

T.R. = NA

S.E. RUN = NA

P.T. STA. = 6820+20.16

PROP. CURVE PR47-08

L = 1,684.04'

+28

P.C.C. STA. = 6803+36.12

WETLAND AREA

WETLAND AREA

+00

+70

~ EX/PR IL ROUTE 47

MULTI-USE PATH

EXISTING 10'

70.00' RT

6810+34.01

70.00' RT

6814+75.90

80.00' LT

6812+87.15

75.00' LT

6812+86.94

STA 6815+03 RT, ELEV 738.27

OF IL 47 AND FAIRFAX WAY.

HYDRANT BOLT IN SOUTHEAST QUADRANT

CHISELED "X" ON SOUTHWEST FIRE

BENCHMARK #4:

RON KUHN

WEST SUBURBAN BANK

05-09-300-015KLEINWACHTER HERBERT & PAMELA

OLD 2ND NATIONAL BANK

05-09-300-009

KLEINWACHTER HERBERT & PAMELA

OLD 2ND NATIONAL BANK

05-09-300-003

GRAVES KATHRYN E REVOC TRUST

05-09-300-014

KONICEK, DALE L

05-09-400-002

% MAXIMUM PROPERTY MANAGEMENT

WINDETT RIDGE COMMUNITY ASSN,

05-09-381-001

COMMONWEALTH EDISON

05-09-176-001

6803

+36.1

2

PC

C

ST

A

75.00' LT

6803+36.12

SEE NOTE

SEE NOTE

UNITED CITY OF YORKVILLE

OF MEASURE WILL BE DETERMINED IN PHASE II.

WETLAND SITE FROM IMPACTS DURING CONSTRUCTION. THE TYPE

EROSION CONTROL MEASURES SHALL BE PLACED TO PROTECT THE

NOTE:

UNITED CITY OF YORKVILLE

~ CONSERVATION DRIVE STA 402+00.00

~ ILLINOIS ROUTE 47 STA 6806+08.96

DRIV

E

CO

NSER

VATIO

N

75.00' LT

6807+05.50

75.00' LT

6805+02.90

WALZ, GEORGE A. & EVELYN K. TR

05-09-376-002

MAILBOX TURNOUT (TYP)

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F.A.P.

SU

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FILE NAME rbest=USER NAME

=PLOT SCALE

9/25/2015=PLOT DATE

= DESIGNED REVISED

REVISED

REVISED

REVISED

DRAWN

CHECKED

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.

SHEET NO. OF SHEETS STA. TO STA. FED. ROAD DIST. NO. ILLINOIS FED. AID PROJECT

CONTRACT NO.

SCALE:

plotla

bel.tbl

8810

0046

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

H

RG

PR

OJ.

CO

NT

AC

T:

HR

G

PR

OJ

EC

T

NO.:

D366825-sht-pln

prf-17.d

gn

IL_pdf

_b

w.plt

cf

g

A.

SIM

MO

NS

6817+00 6818+00 6819+00 6820+00 6821+00 6822+00 6823+00 6824+00 6825+00 6826+00 6827+00 6828+00

720

725

730

735

740

745

750

755

760

720

725

730

735

740

745

750

755

760

12'13'

13'

12'

13'

12'13'

13'

12'

13'

12'

13'

13'1

2'13'

12'

13'

13'

6.5'

6.5'

6.5'

6.5'

24'24'

3"3"

3"

3"

3"

3"

3"

4"

4"

4"

4"

4" 4"

4"

4"

4"

4"

4"

4"

4"

4"4"

4"

4" 4"4"

4"

4"

4"

4"

4"

4"

4"4"

4"

4"

4"

4"

4"

4"

5"8"

12"

30"

18"

13"

20"

22"

3"

6"

3"

3"4"

4"

125+00 130+00 135+00 6820+00

6825+00

731.35

+00 (RT)

DITCH PROFILE

PROPOSED LEFT

DITCH PROFILE

PROPOSED RIGHT

-0.50% (RT)

735.50

+50 (RT)

735.15

+20 (RT)

+2.50% (

RT)

+2.50% (

RT)

VPI

ST

A.

6823

+50.0

0

EL

EV

ATIO

N 734.6

7

-0.39%+2.

69%

+50.0

0

EL.

735.4

5

+50.0

0

EL.

740.0

5

400.00' V.C.

K = 130

PI

ST

A 6817

+00

EL

EV 733.2

5 (L

T)

PI

ST

A 6819

+50

EL

EV 729.7

5 (L

T)

PI

ST

A 6825

+00

EL

EV 734.2

5 (L

T)

-0.40% (LT)

-1.40% (LT)

EL

EV 732.0

0 (L

T)

PI

ST

A 6824

+00

+2.75% (

LT)

+2.25% (L

T)

+0.50% (LT)

737.4

2

737.2

2

737.0

2

736.8

3

736.6

3

736.4

3

736.2

4

736.0

4

735.8

5

735.6

5

735.4

5

735.3

5

735.4

5

735.7

3

736.2

1

736.8

8

737.7

5

738.8

0

740.0

5

741.3

9

742.7

4

744.0

8

745.4

3

746.7

7

748.1

2

737.0

0

736.8

2

736.6

7

736.4

9

736.2

8

736.1

1

735.9

5

735.7

7

735.6

2

735.4

5

735.3

6

735.4

0

735.5

7

735.8

8

736.3

6

737.0

6

737.9

1

738.8

8

739.9

7

741.2

0

742.5

9

744.0

0

745.3

8

746.7

0

747.8

6

326 KENDALL(109, 110) R

LEGENDEXISTING RIGHT-OF-WAY

EXISTING PROPERTY LINE

EXISTING EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED TEMPORARY EASEMENT

PROPOSED PERMANENT EASEMENT

CONSTRUCTION LIMITS

TREE REMOVAL

DITCH/CHANNEL FLOW DIRECTION

CORPORATE LIMIT

UNITED CITY OF YORKVILLE

MATC

H LIN

E STA 6816

+50

MATC

H LIN

E STA 6828+

50

Align:

PR47

Angle:

125.7

861

Sheet:

16

MATC

H LIN

E STA 6828+

50

MATC

H LIN

E STA 6816

+50

ILLINOIS ROUTE 47

SCALE IN FEET

050 50 100

3

185' STORAGE200' TAPER

200' TAPER

BI-DIRECTIONAL TURN LANE

+13

+13

+43

+43

COMB CC&G TB6.24

COMB CC&G TB6.24

FE+50 PE+05

STA. 6816+50 TO STA. 6828+50ILLINOIS ROUTE 47

PLAN AND PROFILE

25 17

PT

ST

A 6820

+20.1

6

WETLAND AREA

~ EX/PR IL ROUTE 47

(TO BE REMOVED)

BOX CULVERT

EX DOUBLE 2'X2'

PI STA. = 6811+84.92

R = 5,443.29'

T = 848.80'

E = 65.78'

e = NC (emax 6%)

T.R. = NA

S.E. RUN = NA

P.T. STA. = 6820+20.16

PROP. CURVE PR47-08

L = 1,684.04'

P.C.C. STA. = 6803+36.12

(TO BE REMOVED)

EX 3'X2' BOX CULVERT

PR 7'X4' BOX CULVERT

SCHNEIDER J RAY & BEVERLY

OLD 2ND NATIONAL BANK

05-09-153-002GRAVES KATHRYN E REVOC TRUST

05-09-300-014

% MAXIMUM PROPERTY MANAGEMENT

WINDETT RIDGE COMMUNITY ASSN,

05-09-160-003

80.00' LT

6820+20.16

SEE NOTE

OF MEASURE WILL BE DETERMINED IN PHASE II.

WETLAND SITE FROM IMPACTS DURING CONSTRUCTION. THE TYPE

EROSION CONTROL MEASURES SHALL BE PLACED TO PROTECT THE

NOTE:UNITED CITY OF YORKVILLE

UNITED CITY OF YORKVILLE

NEXT GENERATION DEVELOPMENT, LLC

05-09-176-007

MAILBOX TURNOUT (TYP)

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FILE NAME rbest=USER NAME

=PLOT SCALE

9/25/2015=PLOT DATE

= DESIGNED REVISED

REVISED

REVISED

REVISED

DRAWN

CHECKED

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.

SHEET NO. OF SHEETS STA. TO STA. FED. ROAD DIST. NO. ILLINOIS FED. AID PROJECT

CONTRACT NO.

SCALE:

plotla

bel.tbl

8810

0046

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

H

RG

PR

OJ.

CO

NT

AC

T:

HR

G

PR

OJ

EC

T

NO.:

D366825-sht-pln

prf-18.d

gn

IL_pdf

_b

w.plt

cf

g

A.

SIM

MO

NS

6829+00 6830+00 6831+00 6832+00 6833+00 6834+00 6835+00 6836+00 6837+00 6838+00 6839+00 6840+00 6841+00 6842+00

725

730

735

740

745

750

755

760

765

725

730

735

740

745

750

755

760

765

13'12'

13'12'13'

12'

13'

13'12'13'

12'13'

12'

13'

13'

13'12'

13'13'12'

6.5'

6.5'

6.5'

6.5'

85°30'38"

89°43'2"

85°44'8"

24'

15'

12'

12'

20'

26'

5'

25'

20'

5'

SHE

D

3"

3"

3"

3"

3"3"

3"

3"

3"

3"

3"3"

3"

3"

3"

4"

4" 4"

4"

4"4" 4"

4"

4"

4"

4"4"

4"

4"

4"4"

4"4"

4"4"

4"

4"4"

4"

4"4"

4"4"

4"

4"4"

4"

4"

4"

5"

6"

6"

6"

6" 6

"

6"

6"

6"

6"

6"

6"

6"

6"

6"

6"6

"6"

6"

6"

6"

6"

8"

8"

8"

8"

8"

8"

8"

8"

8"

8"8"

9"

9"

10"

10"

10"

10"

10"10

"

10"

10"

10"

11"

12"

12"

12"

12"12"

12"

12"

12"12"

12"

12"

12"

12"

12"

12"12"

24"

30"

36" 36

"

15"

15"

15"

15"

15"

18"

18"

18"

18"

2"

28"

40"

40"

40"

14"

14"

27"27"

27"

20"

20"

20"

20"

20"

20"38"

48"48"

48"

50"

34"

21"

52"

BRIC

K

CO

MM.

ON

E

ST

OR

Y

BRIC

K

CO

MM.

TW

O

ST

OR

Y

ME

TA

L

GA

R.

ON

E

ST

OR

Y

FR

AM

E

RES.

TW

O

ST

OR

Y4"

4"

4"

3"

4"3"

4"

4" 4"

4"

4"

4"

FLAG

POLE

36"

FRAME RES.

ONE STORY

FRAME RES.

ONE STORY

GARAGE

FRAME RES.

TWO STORY

FRAME RES.

TW

O ST

ORY

FR

AM

E

RES.

TW

O ST

OR

Y

610

+00

115+00 120+00 6830+00 6835+00 6840+00

748.85

+00 (RT)

746.00

+00 (LT)

744.85

+00 (LT)

DITCH PROFILE

PROPOSED RIGHT

DITCH PROFILE

PROPOSED LEFT

PI

ST

A 6834

+50

EL

EV 745.0

0 (L

T)

PI

ST

A 6842

+00

EL

EV 744.0

0 (R

T)

+2.50% (

RT)

743.25

+50 (RT)

+0.40% (LT)

741.00

+00 (RT)

+1.09% (RT)

PI

ST

A 6840

+00

EL

EV 738.5

0 (L

T)

PI

ST

A 6841+00

EL

EV 739.5

0 (L

T)

+1.00% (LT)

+2.90% (

LT)

VPI

ST

A.

6830

+50.0

0

EL

EV

ATIO

N 753.5

0

+2.69%

-0.56%

VPI STA. 6840+00.00

ELEVATION 748.20

+50.0

0

EL.

752.3

8

+50.0

0

EL.

748.1

2

400.00' V.C.

K = 123

PI

ST

A 6832

+50

EL

EV 748.0

0 (L

T)

-1.50% (LT)

-0.50% (LT)

748.00

+00 (LT)

ELEV = 752.23

~ LEGION ROAD STA 608+00.00

~ ILLINOIS ROUTE 47 STA 6830+89.22

ELEV = 749.56

~ BONNIE LANE STA 705+00.00

~ ILLINOIS ROUTE 47 STA 6837+55.87

-0.56% +0.65%

150.00' V.C.

K = 124

+25.0

0

EL.

748.6

2

+75.0

0

EL.

748.6

9

ELEV = 752.26

~ WINDETT RIDGE ROAD STA 609+00.00

~ ILLINOIS ROUTE 47 STA 6830+93.58

748.50

+50 (LT)

748.75

+50 (RT)

PI

ST

A 6835

+00

EL

EV 741.7

5 (R

T)

-2.00% (RT)

+1.00% (RT)

PI

ST

A 6838

+75

EL

EV 742.0

0 (L

T)

-3.80% (LT)

PI

ST

A 6839

+25

EL

EV 741.0

0 (L

T)

-2.00% (LT)

PI

ST

A 6839

+50

EL

EV 740.0

0 (L

T)

PI

ST

A 6839

+75

EL

EV 737.0

0 (L

T)

(LT)

-12.0

0%

(LT)+6

.00%

(LT)

-4.00%

PI

ST

A 6838

+90

EL

EV 731.5

0 (R

T)

-5.00% (RT)

+4.03

% (RT)

+4.03

% (RT)

+2.75% (

LT)

748.1

2

749.3

6

750.4

0

751.2

4

751.8

8

752.3

1

752.5

4

752.5

6

752.3

8

752.1

1

751.8

3

751.5

5

751.2

7

750.9

9

750.7

1

750.4

3

750.1

5

749.8

7

749.5

9

749.3

2

749.0

4

748.7

6

748.5

0

748.4

3

748.5

5

748.8

5

749.1

7

749.5

0

749.8

2

747.8

6

748.8

5

749.7

5

750.5

2

751.1

4

751.6

3

751.9

3

752.1

1

752.1

7

752.1

2

751.9

2

751.6

3

751.3

0

750.9

7

750.6

2

750.3

0

749.9

7

749.6

6

749.3

9

749.1

8

749.0

0

748.7

8

748.5

9

748.5

8

748.6

6

748.8

1

749.0

1

749.2

7

749.6

1

326 KENDALL(109, 110) R

LEGENDEXISTING RIGHT-OF-WAY

EXISTING PROPERTY LINE

EXISTING EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED TEMPORARY EASEMENT

PROPOSED PERMANENT EASEMENT

CONSTRUCTION LIMITS

TREE REMOVAL

DITCH/CHANNEL FLOW DIRECTION

CORPORATE LIMIT

UNITED CITY OF YORKVILLE

MATC

H LIN

E STA 6828+

50

MATC

H LIN

E STA 6842+

50

Align:

PR47

Angle:

126.3

870

Sheet:

17

MATC

H LIN

E STA 6842+

50

MATC

H LIN

E STA 6828+

50

LEGION ROAD

R=30'

ILLINOIS ROUTE 47

SCALE IN FEET

050 50 100

3

185' STORAGE

185' STORAGE 200' TAPER

200' TAPER 185' STORAGE

+33

+33

+33

+33

BI-DIRECTIONAL TURN LANE

~ LEGION ROAD STA 608+00.00

~ ILLINOIS ROUTE 47 STA 6830+89.22 BO

NNIE LA

NE

~ BONNIE LANE STA 705+00.00

~ ILLINOIS ROUTE 47 STA 6837+55.87

COMB CC&G TB6.24

COMB CC&G TB6.24

SYSTEM

EXISTING SEPTIC

EXISTING WELL

FE+97

PE+91

PE+08

PE+91

+28

+48

+18

+14

STA. 6828+50 TO STA. 6842+50ILLINOIS ROUTE 47

PLAN AND PROFILE

25 18

+50

CE

+15

CE+12

R=50'

10' OFFSET

R=55'-300'

R=50'

+28.5

(TO BE REMOVED)

EX 2'X2' BOX CULVERT

~ EX/PR IL ROUTE 47

RID

GE R

OA

D

WIN

DETT

~ WINDETT RIDGE ROAD STA 609+00.00

~ ILLINOIS ROUTE 47 STA 6830+93.58

(TO BE REMOVED)

EX 4'X3' BOX CULVERT

65.00' LT

6832+66.04

110.00' RT

6837+25.00

70.00' RT

6840+82.21

60.00' LT

6839+45.55

85.00' LT

6839+43.02

70.00' RT

6831+99.7170.00' RT

6836+32.78

60.00' LT

6836+43.30

65.00' LT

6836+38.19

65'

BRUCKI RAYMOND E & SHIRLEY A

05-09-152-006POTTINGER NELSON R

05-09-151-001

PROVENZANO, RICHARD C

05-09-101-006

MANAGEMENT

% MAXIMUM PROPERTY

COMMUNITY ASSN,

WINDETT RIDGE

05-09-159-008

& JENSEN GENEVIEVE K TRUST

CLAYTON HOWARD S REVOC LIVING TRUST

05-09-176-006

DOUGLAS H & ROGER J CLAYTON.

CLAYTON PHYLISS E REV LIV TR

05-09-154-001

110.00' RT

6840+86.05

% SCHNEIDER J RAY & BEVERLY

OLD 2ND NATIONAL BANK

05-09-153-002

BGM GROUP INC

05-09-151-006

+90

29.00° LT AHEAD

PR 8'X4' BOX CULVERT

CLAYTON, PHYLISS E REVOC LIVING TRUST 1

05-09-152-008

UNITED CITY OF YORKVILLEUNITED CITY OF YORKVILLE

UNITED CITY OF YORKVILLE

THE EXTENT POSSIBLE.

LANE WILL BE AVOIDED TO

CORNER OF IL 47 AND BONNIE

PARKING LOT IN THE NORTHWEST

IMPACTS TO THE EXISTING

80.00' LT

6829+36.84

BGM GROUP INC PROPERTY:

COMMITMENT -

RYLAND GROUP INC

05-09-160-001 NELSON, DAVID & LYNN

05-09-159-006

MAILBOX TURNOUT (TYP)

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NO.

PL

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ALIG

NM

EN

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EC

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D

RT.

OF

WA

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CH

EC

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D

CA

DD

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E

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ME

PR

OFIL

ES

UR

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YE

D

PL

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TE

D

GR

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ES

CH

EC

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D

B.M.

NO

TE

D

ST

RU

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T'N

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CH'K

D

BY

DA

TE

NO

TE

BO

OK

NO.

FILE NAME rbest=USER NAME

=PLOT SCALE

9/25/2015=PLOT DATE

= DESIGNED REVISED

REVISED

REVISED

REVISED

DRAWN

CHECKED

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.

SHEET NO. OF SHEETS STA. TO STA. FED. ROAD DIST. NO. ILLINOIS FED. AID PROJECT

CONTRACT NO.

SCALE:

plotla

bel.tbl

8810

0046

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

H

RG

PR

OJ.

CO

NT

AC

T:

HR

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PR

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NO.:

D366825-sht-pln

prf-19.d

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IL_pdf

_b

w.plt

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g

A.

SIM

MO

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6843+00 6844+00 6845+00 6846+00 6847+00 6848+00 6849+00 6850+00 6851+00 6852+00 6853+00

725

730

735

740

745

750

755

760

765

725

730

735

740

745

750

755

760

765

12'

13'

13'

13'12'

12'

13'

13'1

3'12'

13'12'

13'12'13'

6.5' 6.5' 6.5'

13'

14'30'

14'

3"

3"

3"

3"

3"

3"

3"

3"

4"4"4"4"4"

4"

4"4"4"4"

4"

4"

4"

4"

5"

6"

6"

6"

6"

7"

7"

7"7"8"8"

8"

8"

8"

10"

10"

10"

10"

10"

10"

10"

10"10"

12"

12"

24"

24"

32"

30"

30"

36"

36"

15" 15"

15"

15"15"15"

15"

18"

18"

2"2"

2"

2"

2"

2"

2"2"2"

2"

27"

20"

20"

20"

20"

20"

20"

20"

20"

22"

25"

25"FRAME RES.ONE STORY

FL

AG

POLE

100+00

105+00

110+00 6845+00

6850+00

6855+00

3"

3"

3"3"

3"

3"

3"

4"

4"

4"

4"

4"

4"

4"

4"4"4"4"

4"

4"

6"6"

6"6"

6"

6"

7"

7"

8"8"

8"

10"

12"

12"

15"

16"

2"

2"

2"

METAL COMM.

TWO STORY

BRICK COMM.ONE STORY

RIM = 752.88EX WV

FL = 747.35EX CMP

FL = 746.28

EX CMP

RIM = 752.74EX WV

RIM = 750.00EX CB

RIM = 750.06EX CB

RIM = 750.43EX MH

RIM = 745.19EX SAN

FL = 743.46

EX CMP

FL = 746.11

EX CMP

CONNECTIONUNKNOWNCONNECTION

UNKNOWN

15"

15"

RIM = 751.89EX VALVE VAULT

749.75

+50 (LT) 751.50

+00 (LT)

746.80

+30 (RT)

747.70

+30 (LT)

DITCH PROFILE

PROPOSED RIGHT

DITCH PROFILE

PROPOSED LEFT

PI

ST

A 6851+00

PI

ST

A 6847

+50

EL

EV 750.0

0 (R

T)

+1.09% (RT)

+0.50% (LT)+2.0

0% (LT)

+1.09% (RT)

+0.50% (RT)

751.00

+50 (RT)

751.00

+00 (RT)

-0.75% (LT)-1.77% (LT)

-0.75% (LT)

*

PI

ST

A 6843

+50

EL

EV 746.7

5 (L

T)

PI

ST

A 6845

+50

EL

EV 747.7

5 (L

T)

*

-1.00% (RT)

-2.46% (RT)

*

EL

EV 750.0

0 (L

T/

RT)

VPI

ST

A 6848

+25.0

0

EL

EV

ATIO

N 753.5

6

+0.65% -0.40%

150.00' V.C.

K = 143

VPI

ST

A 6851+66.5

1

EL

EV

ATIO

N 752.1

9

-0.40% -2.78%

400.00' V.C.

K = 168

+50.0

0

EL.

753.0

7

+00.0

0

EL.

753.2

6

+66.5

1

EL.

752.9

9

+66.5

1

EL.

746.6

3

EL

EV

ATIO

N 749.9

7

ST

A 6852

+25.0

0

EN

D

RE

CO

NS

TR

UC

TIO

N

**

**

**

PHASE I PLANS DATED MAY 19, 2014.

OBTAINED FROM IL ROUTE 47

749.8

2

750.1

5

750.4

7

750.8

0

751.1

2

751.4

5

751.7

7

752.1

0

752.4

2

752.7

4

753.0

7

753.3

1

753.3

7

753.2

6

753.0

6

752.8

2

752.4

5

751.9

3

751.2

5

750.4

3

749.6

1

749.9

7

750.3

3

750.6

4

750.9

4

751.3

0

751.6

8

752.0

6

752.4

2

752.7

5

753.0

8

753.2

8

753.3

0

753.2

5

753.1

0

752.8

0

752.4

3

751.9

1

751.2

4

750.4

1

749.4

7

748.3

5

747.0

8

745.7

0

326 KENDALL(109, 110) R

LEGENDEXISTING RIGHT-OF-WAY

EXISTING PROPERTY LINE

EXISTING EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED TEMPORARY EASEMENT

PROPOSED PERMANENT EASEMENT

CONSTRUCTION LIMITS

TREE REMOVAL

DITCH/CHANNEL FLOW DIRECTION

CORPORATE LIMIT

UNITED CITY OF YORKVILLE

MATC

H LIN

E STA 6842+

50

Align:

PR47

Angle:

124.7

560

Sheet:

18

MATC

H LIN

E STA 6842+

50

ILLINOIS ROUTE 47

SA

RA

VA

NOS

DRIV

E SCALE IN FEET

050 50 100

3

200' TAPER 185' STORAGE

BI-DIRECTIONAL TURN LANE

+73

+73

COMB CC&G TB6.24

COMB CC&G TB6.24

PE+82

PE+68 CE+77

+58

+67

STA. 6842+50 TO STA. 6852+50ILLINOIS ROUTE 47

PLAN AND PROFILE

25 19

PC

ST

A 6851+73.7

8

PE+14

TO BE REMOVED

EXISTING ENTRANCE

ST

A 6852

+25.0

0

EN

D

RE

CO

NS

TR

UC

TIO

N

OF PAVEMENT

EXISTING EDGE

PI STA. = 6857+29.88

R = 1,909.24'

T = 556.10'

E = 79.34'

e = NC (emax 6%)

T.R. = NA

S.E. RUN = NA

P.C. STA. = 6851+73.78

P.T. STA. = 6862+56.04

PROP. CURVE PR47-09

L = 1,082.26'

IL 47 PLANS (SOUTH TO NORTH) STA 6852+78.54

IL 71 PLANS (NORTH TO SOUTH) STA 100+00.00 =

STATIONING CORRELATION:

PCC SIDEWALK

EXISTING 5' PCC SIDEWALK

EXISTING 5'

~ EX/PR IL ROUTE 4770.00' RT

6845+02.06

STA 6849+78.54. THE PROPOSED ALIGNMENT MATCHES EXISTING.

PROPOSED IMPROVEMENTS TAPER BACK TO EXISTING BETWEEN STA 6852+17.88 AND

PROPOSED FULL-WIDTH SECTION OF IL ROUTE 47 BEGINS AT STA 6852+17.88. THE

PROJECT TO THE NORTH. PER THOSE PHASE I PLANS DATED MAY 19, 2014, THE

THIS PROJECT WILL MATCH INTO THE PROPOSED GEOMETRY FOR THE IL ROUTE 71

NOTE:

60.00' LT

6843+78.17

85.00' LT

6843+99.87

60.00' RT

6845+02.06

TB6.24

EXISTING CC&G

STA 6846+37 RT, ELEV 751.37

HYDRANT BOLT ON EAST SIDE OF IL 47.

CHISELED "X" ON SOUTHWEST FIRE

BENCHMARK #5:

& ROSE

ASHLEY A DENNIS

05-09-101-005

KOHNEN, KEVIN

05-09-101-004

NELSON MEMORIAL SERVICES PC

05-09-101-015

MARTINEZ RICK D & FRITZI A

05-08-226-003

EDWARD SCHMITT JR

ARCHLAND PROPERTY II LP

05-08-227-007

% MEYER THOMAS VP-FINANCE

MORRIS HOSPITAL

05-09-102-004POTTINGER NELSON R

05-09-151-001 B & K ENTREPRENEURS LLC

05-08-227-012

STAGECOACH CROSSINGS ASSOCIATION

05-08-227-016

RESTORATION ASSET MANAGEMENT LLC

05-08-227-011

UNITED CITY OF YORKVILLE

UNITED CITY OF YORKVILLE

MAILBOX TURNOUT (TYP)

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ILLINOIS DEPARTMENT OF TRANSPORTATION

F.A.P.

SU

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EY

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PL

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TE

D

BY

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TE

NO

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BO

OK

NO.

PL

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ALIG

NM

EN

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EC

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RT.

OF

WA

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EC

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D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

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D

GR

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ES

CH

EC

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D

B.M.

NO

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BO

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FILE NAME rbest=USER NAME

=PLOT SCALE

9/25/2015=PLOT DATE

= DESIGNED REVISED

REVISED

REVISED

REVISED

DRAWN

CHECKED

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.

SHEET NO. OF SHEETS STA. TO STA. FED. ROAD DIST. NO. ILLINOIS FED. AID PROJECT

CONTRACT NO.

SCALE:

plotla

bel.tbl

8810

0046

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

H

RG

PR

OJ.

CO

NT

AC

T:

HR

G

PR

OJ

EC

T

NO.:

D366825-sht-pln

prf-20.d

gn

IL_pdf

_b

w.plt

cf

g

A.

SIM

MO

NS

111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00

650

660

665

670

675

680

685

655

685

680

675

670

665

660

650

24'

16'

22'

11'

11'

12'12'12' 12'

12'

12'

11'

11'

88°8'14"

85°16'15"

6'

6'

655

645645

24'

10'

11'

11'

4"8" 9"12"

FRAME RES.

ONE STORY

36"

32"

30"

24"

115+00 105+00

110+00

315

+00

6635

+00

6635

+00

(NB

PG

L)

EL

EV

ATIO

N 668.9

3

VPI

ST

A.

111+16.0

1

657.35

+00 (RT)

658.00

+00 (LT)

656.05

+00 (RT)

659.65

+00 (LT)

DITCH PROFILE

PROPOSED RIGHT

DITCH PROFILE

PROPOSED LEFT

(NB

EO

P)

+4.00

% (LT)

660.00

+50 (LT)

660.75

+25 (LT)

VPI

ST

A.

111+40.0

2

EL

EV

ATIO

N 668.4

5

-2.00% -1.68%

VPI

ST

A 112

+50.0

0

EL

EV

ATIO

N 666.6

0

-1.68% -0.60%

-0.40% (LT)

-0.26% (RT)

-0.26% (RT)

EL

EV

= 664.6

2

ST

A 115

+80.0

0

EN

D

RE

CO

NS

TR

UC

TIO

N

150.00' V.C.

K = 139

+75.0

0

EL.

667.8

6

+25.0

0

EL.

666.1

5

667.1

9

666.4

4

665.8

6

665.8

4

665.8

7

665.7

4

665.4

9

665.2

4

665.0

3

664.7

8

664.5

0

664.2

7

664.1

7

664.0

9

663.8

8

668.2

8

667.4

6

666.8

0

666.3

2

666.0

0

665.7

0

665.4

0

665.1

0

664.8

0

NOGAP

5

50

600

10000.000000

PRWCTNF

825

668.6

3

668.4

1

668.1

6

667.8

8

667.4

8

666.9

0

666.4

3

666.2

5

666.1

8

666.1

6

666.1

5

666.1

4

666.5

4

667.1

9

667.2

1

667.8

8

667.6

3

667.4

2

667.3

0

667.2

6

667.3

0

667.4

2

667.6

3

667.8

8

668.1

3

668.3

8

666.60

+00 (LT)

658.95

+00 (RT)

657.60

+10 (RT)

658.55

+10 (LT)

DITCH PROFILE

PROPOSED RIGHT

DITCH PROFILE

PROPOSED LEFT

(SB

EO

P)

EL

EV

ATIO

N 668.4

3

(SB

PG

L)

EL

EV

ATIO

N 668.9

1

VPI

ST

A.

109

+83.9

4

EL

EV

= 667.8

8

ST

A 104

+50.0

0

BE

GIN

RE

CO

NS

TR

UC

TIO

N

+1.99%

-0.26% (RT)-0.26% (RT)

VPI

ST

A 106

+50.0

0

EL

EV

ATIO

N 666.8

8

-0.50% +0.50%

300.00' V.C.

K = 300

VPI

ST

A 109

+59.8

6

+0.50%

+00.0

0

EL.

667.6

3

+00.0

0

EL.

667.6

3

PI

ST

A 107

+50

EL

EV 660.1

5 (L

T)

-1.84% (LT)

-1.00% (LT)

326 KENDALL(109, 110) R

LEGENDEXISTING RIGHT-OF-WAY

EXISTING PROPERTY LINE

EXISTING EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED TEMPORARY EASEMENT

PROPOSED PERMANENT EASEMENT

CONSTRUCTION LIMITS

TREE REMOVAL

DITCH/CHANNEL FLOW DIRECTION

CORPORATE LIMIT

UNITED CITY OF YORKVILLE

ILLINOIS ROUTE 47

ILLINOIS ROUTE 47

~ CATON FARM ROAD (EAST) STA 111+00.00

~ ILLINOIS ROUTE 47 STA 6636+59.57

~ CATON FARM ROAD (WEST) STA 110+00.00

~ ILLINOIS ROUTE 47 STA 6636+56.31

SCALE IN FEET

050 50 100

3

FE+87 PE+84 CE+32

SHOULDER

PAVED

EXISTING

SHOULDER

AGG

EXISTING

ROAD (WEST)

~ CATON FARM

ROAD (EAST)

~ CATON FARM

+65

115' STORAGE300' TAPER

115' STORAGE240' TAPER

+80

10' OFFSET

R=60'-300'

12' OFFSET

R=65'-400'

5' OFFSET

R=55'-200'

R=55'

4' AGGREGATE SHOULDER

4' AGGREGATE SHOULDER

2' AGGREGATE SHOULDER

3' PAVED SHOULDER

3' PAVED SHOULDER

2' AGGREGATE SHOULDER

~ EX IL ROUTE 47

25 20

STA 104+50.00 TO STA 115+80.00CATON FARM ROADPLAN AND PROFILE

PROP. CURVE PRWCTNF-1

PI STA. = 106+51.41

R = 10,000.00'

T = 229.61'

L = 459.15'

E = 2.64'

P.C. STA. = 104+21.80

P.T. STA. = 108+80.95

PC

ST

A 104

+21.8

0e = NC (emax 6%)

T.R. = NA

S.E. RUN = NA

CATON FARM ROAD

ST

A 115

+80.0

0

EN

D

RE

CO

NS

TR

UC

TIO

N

OF PAVEMENT

EXISTING EDGE

OF PAVEMENT

EXISTING EDGE

PI

ST

A 115

+87.2

8

~ PR IL ROUTE 47

+15

+50

PT

ST

A 108

+80.9

5

+35

+80

+20

ST

A 104

+50.0

0

BE

GIN

RE

CO

NS

TR

UC

TIO

N

179°51'23"

50.00' LT

104+50.00

17.03' LT

103+50.00

60.00' RT

103+50.00

70.00' RT

104+50.0070.00' RT

108+50.00

50.00' LT

106+50.00

70.00' LT

107+50.0070.00' LT

108+68.2760.00' LT

112+50.00

60.00' LT

113+25.00

50.00' LT

113+75.00

35.00' LT

116+50.00

75.00' RT

113+00.0060.00' RT

117+00.00

50.00' LT

115+87.28

BIERMA AGRICULTURAL & INVESTMENT LP

05-28-300-004

FOX BROTHERS/YORKVILLE LLC,

05-33-100-003

ASHLEY A DENNIS

05-28-400-005

STEWART DOROTHY E LIVING TR

STEWART, JOHN E LIVING TRUST

05-33-200-009

75.00' RT

115+87.28

Page 41: Volume No. 3a of 3 FAP ROUTE 326 (IL 47) SECTION (109, 110 ...

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PR

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FILE NAME rbest=USER NAME

=PLOT SCALE

9/25/2015=PLOT DATE

= DESIGNED REVISED

REVISED

REVISED

REVISED

DRAWN

CHECKED

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.

SHEET NO. OF SHEETS STA. TO STA. FED. ROAD DIST. NO. ILLINOIS FED. AID PROJECT

CONTRACT NO.

SCALE:

plotla

bel.tbl

8810

0046

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

H

RG

PR

OJ.

CO

NT

AC

T:

HR

G

PR

OJ

EC

T

NO.:

D366825-sht-pln

prf-21.dgn

IL_pdf

_b

w.plt

cf

g

A.

SIM

MO

NS

203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00

660

665

670

675

680

685

690

695

700

660

665

670

675

680

685

690

695

700

24' 12'

12'

12'

12'

12'

12'

6'

6'

11'

11'

11'

11'

89°40'4" 89°59'11"

30'12'

24'

6"

10"

10"

12"

24"

30"

36"

40"

60"

BRIC

K

CO

MM.

ON

E

ST

OR

Y

HO

US

E

6"

40"

30"

205+00 210+00 215+00

265

+00

6690

+00

326 KENDALL(109, 110) R

675.45

+50 (RT)

DITCH PROFILE

PROPOSED RIGHT

DITCH PROFILE

PROPOSED LEFT674.25

+25 (RT)

676.00

+00 (LT)

(SB

PG

L)

EL

EV

ATIO

N 679.9

5

VPI

ST

A.

209

+84.0

0(S

B

EO

P)

EL

EV

= 679.2

9

ST

A 205

+13.0

0

BE

GIN

RE

CO

NS

TR

UC

TIO

N

676.75

+75 (LT)

676.00

+50 (LT) +1.00%

VPI

ST

A 209

+60.0

0

EL

EV

ATIO

N 679.4

6

+1.00% +2.04%

675.75

+00 (LT)

VPI

ST

A 206

+75.0

0

EL

EV

ATIO

N 679.7

8

+0.30% -0.81%

150.00' V.C.

K = 135

VPI

ST

A 208

+50.0

0

EL

EV

ATIO

N 678.3

6

-0.81%

200.00' V.C.

K = 110

+1.00%

+00.0

0

EL.

679.5

5

+50.0

0

EL.

679.1

7+50.0

0

EL.

679.1

7

+50.0

0

EL.

679.3

6

+0.57% (LT)

PI

ST

A 208

+25

EL

EV 675.2

5 (L

T)

-1.00% (LT) +1.00% (LT)

PI

ST

A 207

+00

EL

EV 676.7

0 (R

T)

+0.50% (RT)

PI

ST

A 208

+25

EL

EV 674.7

5 (R

T)

-1.56% (RT) -0.50% (RT)

675.05

+00 (LT)

675.50

+00 (RT)

DITCH PROFILE

PROPOSED RIGHT

DITCH PROFILE

PROPOSED LEFT

672.85

+00 (RT)

672.00

+00 (LT)

(NB

PG

L)

EL

EV

ATIO

N 679.9

6

VPI

ST

A.

211+16.0

0

EL

EV

= 675.5

0

ST

A 215

+85.0

0

EN

D

RE

CO

NS

TR

UC

TIO

N

VPI

ST

A 211+40.0

0

EL

EV

ATIO

N 679.4

8

VPI

ST

A 211+40.0

0

EL

EV

ATIO

N 679.4

8

-2.00%-0.89%

-0.89%

PI

ST

A 214

+00

EL

EV 672.6

0 (L

T)

-1.23% (LT)

-0.30% (LT)

-0.66% (RT)

-0.66% (RT)

679.1

7

679.0

3

679.1

2

679.1

9

679.2

6

679.3

7

679.4

7

679.5

6

679.5

9

679.5

4

679.5

2

679.4

7

679.5

2

679.4

9

679.2

2

679.4

0

679.5

5

679.6

1

679.4

8

679.1

7

678.8

8

678.8

1

678.9

7

679.3

6

679.3

9

678.9

4

678.5

0

678.0

5

677.6

0

677.1

5

676.7

1

676.2

6

675.8

1

679.2

3

678.5

1

678.4

3

678.1

1

677.7

0

677.2

4

676.7

6

676.3

7

676.0

6

675.7

5

675.3

8

674.8

7

674.2

9

673.8

3

673.5

7

LEGENDEXISTING RIGHT-OF-WAY

EXISTING PROPERTY LINE

EXISTING EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED TEMPORARY EASEMENT

PROPOSED PERMANENT EASEMENT

CONSTRUCTION LIMITS

TREE REMOVAL

DITCH/CHANNEL FLOW DIRECTION

CORPORATE LIMIT

UNITED CITY OF YORKVILLE

3

SCALE IN FEET

050 50 100

ILLINOIS ROUTE 47

ILLINOIS ROUTE 47

~ WALKER ROAD (EAST) STA 211+00.00

~ ILLINOIS ROUTE 47 STA 6689+32.95

~ WALKER ROAD (WEST) STA 210+00.00

~ ILLINOIS ROUTE 47 STA 6689+31.56

SHOULDER

EXISTING AGG

CE+04 PE+85 SHOULDER

EXISTING AGG

115' STORAGE

300' TAPER

300' TAPER

+70

+28

+13

+85

R=55'

5' OFFSET

R=55'-200'

12' OFFSET

R=65'-400' ROAD (EAST)

~ WALKER

~ PR IL ROUTE 47

~ EX IL ROUTE 47

2' AGGREGATE SHOULDER

4' PAVED SHOULDER

4' PAVED SHOULDER 4' AGGREGATE SHOULDER

2' AGGREGATE SHOULDER

25 21

WALKER ROAD

OF PAVEMENT

EXISTING EDGE

OF PAVEMENT

EXISTING EDGE

STA 205+13.00 TO STA 215+85.00WALKER ROAD

PLAN AND PROFILE

PI

ST

A 204

+00.0

0

PI

ST

A 216

+00.0

0

12' OFFSET

R=55'-300'

115' STORAGE

179°49'19"

179°54'26"

SHOULDER

EXISTING PAVED

ST

A 205

+13.0

0

BE

GIN

RE

CO

NS

TR

UC

TIO

N

ST

A 215

+85.0

0

EN

D

RE

CO

NS

TR

UC

TIO

N

SHOULDER

4' AGGREGATE

~ WALKER ROAD (WEST)

50.00' RT

212+67.71

50.00' RT

215+50.00

30.00' RT

216+50.00

30.00' LT

216+50.00

50.00' LT

215+50.00

50.00' LT

212+00.00

55.00' RT

205+50.0045.00' RT

204+50.00

55.00' LT

205+50.00

55.00' LT

209+00.00

45.00' LT

204+50.00

FE+40

55.00' RT

208+90.22

55.00' RT

209+00.00

1.96' RT

208+90.49

% GARY BRETTHAUER

BRETTHAUER AGRICULTURAL PARTNERSHIP LP,

05-21-300-010

% GARY BRETTHAUER

BRETTHAUER AGRI PARTNERSHIP,

05-21-300-013

% KENNETH & EVA WALKER

WALKER, ERIC &, CORONADO, KENDRA

05-21-300-006

MPI-6 SOUTH YORKVILLE LLC

05-28-100-003 HOPKINS, KATHLEEN A

05-21-400-006

HOPKINS KATHLEEN A

05-21-400-002

PRICE, DAVID & CATHY

05-28-200-001

PR 24" RCP

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DATE

ILLINOIS DEPARTMENT OF TRANSPORTATION

F.A.P.

SU

RV

EY

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PL

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TE

D

BY

DA

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NO

TE

BO

OK

NO.

PL

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NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

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RU

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NO

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T'N

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D

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DA

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BO

OK

NO.

FILE NAME rbest=USER NAME

=PLOT SCALE

9/25/2015=PLOT DATE

= DESIGNED REVISED

REVISED

REVISED

REVISED

DRAWN

CHECKED

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.

SHEET NO. OF SHEETS STA. TO STA. FED. ROAD DIST. NO. ILLINOIS FED. AID PROJECT

CONTRACT NO.

SCALE:

plotla

bel.tbl

8810

0046

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

H

RG

PR

OJ.

CO

NT

AC

T:

HR

G

PR

OJ

EC

T

NO.:

D366825-sht-pln

prf-22.d

gn

IL_pdf

_b

w.plt

cf

g

A.

SIM

MO

NS

303+00 304+00 305+00 306+00 307+00 308+00 309+00 310+00 311+00 312+00 313+00 314+00 315+00 316+00 317+00 318+00

685

690

695

700

705

710

715

720

685

690

695

700

705

710

715

720

725725

12'

12'

12'

6'

11'

11'11'

11' 12'

12'

12'

24' 12'

28'24'

89°35'10"

89°50'36"

6'

LEGENDEXISTING RIGHT-OF-WAY

EXISTING PROPERTY LINE

EXISTING EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED TEMPORARY EASEMENT

PROPOSED PERMANENT EASEMENT

CONSTRUCTION LIMITS

TREE REMOVAL

DITCH/CHANNEL FLOW DIRECTION

CORPORATE LIMIT

UNITED CITY OF YORKVILLE

3"

4"

4"

4"

5"

6"

6"

6"

8"

8"

8"

8"

8"

8"

8"

8"12"

12"

12"

12"

24"

24"

15"

18"

18"

18"

18"

18"

16"

2"

13"26"

20"

20"

20"20"

315+00 305+00 310+00

185

+00

6770

+00

703.00

+00 (RT)

703.50

+50 (LT)

DITCH PROFILE

PROPOSED RIGHT

DITCH PROFILE

PROPOSED LEFT

701.75

+00 (RT)

EL

EV

= 705.2

0

ST

A 305

+25.0

0

BE

GIN

RE

CO

NS

TR

UC

TIO

N

(~ IL 47)

EL

EV

ATIO

N 706.7

8

VPI

ST

A.

310

+00.0

0

VPI

ST

A.

309

+93.5

0

EL

EV

ATIO

N 706.6

5

VPI

ST

A 309

+68.5

0

EL

EV

ATIO

N 706.1

4

+2.04%+2.0

4%+2.0

0%

(SB

EO

P)

702.50

+25 (LT)

VPI

ST

A 307

+75.0

0

EL

EV

ATIO

N 703.7

5

-0.58% +1.24%

300.00' V.C.

K = 165

+25.0

0

EL.

704.6

2

+25.0

0

EL.

705.6

0

+1.24%

-1.75% (LT)

702.50

+25 (LT)

703.00

+75 (LT)

-1.00% (LT)

+1.00% (LT)

-0.50% (RT)

-0.50% (RT)

700.00

+50 (LT)

-0.50% (RT)702.75

+50 (RT)

703.00

+50 (RT)

701.50

+25 (LT)

707.0

0

706.5

2

706.0

3

705.5

8

705.3

4

705.0

6

704.9

1

704.8

6

704.8

7

704.6

7

704.7

0

704.8

8

704.9

6

705.4

2

706.5

3

NOGAP

5

50

650

30000.000000

PRWAMNT

825

706.7

8

705.0

5

704.7

6

704.4

9

704.3

6

704.3

7

704.5

3

704.8

5

705.3

1

705.9

1

702.80

+50 (RT)

702.50

+50 (LT)

DITCH PROFILE

PROPOSED RIGHT

DITCH PROFILE

PROPOSED LEFT

EL

EV

= 708.3

2

ST

A 315

+75.0

0

EN

D

RE

CO

NS

TR

UC

TIO

N

(~ IL 47)

EL

EV

ATIO

N 706.8

7

VPI

ST

A.

311+00

VPI

ST

A.

311+06.5

0

EL

EV

ATIO

N 706.7

4V

PI

ST

A 311+31.5

0

-2.00%

EL

EV

ATIO

N 706.2

4

(NB

EO

P)

705.00

+75 (RT)

706.60

+00 (LT)-2.00%

-0.50%

VPI

ST

A 312

+50.0

0

EL

EV

ATIO

N 705.6

5

-0.50% +1.22%

200.00' V.C.

K = 116

VPI

ST

A 315

+00.0

0

EL

EV

ATIO

N 708.7

0

+1.22% -0.51%

150.00' V.C.

K = 87

+50.0

0

EL.

706.1

5

+50.0

0

EL.

706.8

7

+25.0

0

EL.

707.7

8

+75.0

0

EL.

708.3

2

PI

ST

A 312

+50

EL

EV 703.0

0 (L

T)

+0.50% (LT) +1.03% (LT)

+1.03% (LT)

+0.52% (RT)+0.52% (RT)

706.6

6

706.8

2

706.9

0

706.9

0

707.2

1

707.8

7

708.2

8

708.5

3

708.6

3

708.4

9

708.1

8

707.8

9

707.3

5

706.5

0

705.6

4

706.8

7

706.1

5

706.0

1

706.0

8

706.3

7

706.8

7

707.4

8

708.0

5

708.3

8

708.4

1

326 KENDALL(109, 110) R

3

SCALE IN FEET

050 50 100

ILLINOIS ROUTE 47

ILLINOIS ROUTE 47

~ AMENT ROAD (WEST) STA 310+00.00

~ ILLINOIS ROUTE 47 STA 6768+81.86

~ AMENT ROAD (EAST) STA 311+00.00

~ ILLINOIS ROUTE 47 STA 6768+87.70

+75

ROAD (EAST)

~ AMENT

ROAD (WEST)

~ AMENT

+25

+40

300' TAPER

CE+79 PE+55

CE+05FE+64

+60

~ IL ROUTE 47

25 22

4' AGGREGATE SHOULDER

AMENT ROAD

OF PAVEMENT

EXISTING EDGE

ST

A 305

+25.0

0

BE

GIN

RE

CO

NS

TR

UC

TIO

N

ST

A 315

+75.0

0

EN

D

RE

CO

NS

TR

UC

TIO

N

OF PAVEMENT

EXISTING EDGE

10' OFFSET

R=55'-300'

R=55'

10' OFFSET

R=55'-300'

R=55'

STA 305+25.00 TO STA 315+75.00AMENT ROAD

PLAN AND PROFILE

TO BE REMOVED

EXISTING ENTRANCE

SPECIAL (TYP)

CC&G OUTLET

115' STORAGE300' TAPER

115' STORAGE

SHOULDER

4' AGGREGATE SHOULDER

4' AGGREGATE

30.00' LT

304+50.00

50.00' LT

305+50.00

50.00' RT

309+06.38

50.00' LT

309+00.00

50.00' LT

312+00.00

50.00' LT

315+50.00

30.00' LT

316+50.00

30.00' RT

316+50.00

50.00' RT

315+50.00

50.00' RT

312+00.00

SHOULDER

4' AGGREGATE50.00' RT

305+75.00

30.00' RT

305+50.00

COLLINS, ALBERT JR & CARYN

05-16-100-021

COLLINS, ALBERT JR & CARYN

05-16-100-022

DHUSE FAMILY FARMS LP

05-16-200-009

RICHARD MARKER

OAK BROOK BANK

05-16-400-002

LUTHERAN PARSONAGE

CROSS EVANGELICAL LUTHRN CHRCH

05-16-300-009

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DATE

ILLINOIS DEPARTMENT OF TRANSPORTATION

F.A.P.

SU

RV

EY

ED

PL

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TE

D

BY

DA

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BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

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NO

TA

T'N

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CH'K

D

BY

DA

TE

NO

TE

BO

OK

NO.

FILE NAME rbest=USER NAME

=PLOT SCALE

9/25/2015=PLOT DATE

= DESIGNED REVISED

REVISED

REVISED

REVISED

DRAWN

CHECKED

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.

SHEET NO. OF SHEETS STA. TO STA. FED. ROAD DIST. NO. ILLINOIS FED. AID PROJECT

CONTRACT NO.

SCALE:

plotla

bel.tbl

8810

0046

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

H

RG

PR

OJ.

CO

NT

AC

T:

HR

G

PR

OJ

EC

T

NO.:

D366825-sht-pln

prf-23.d

gn

IL_pdf

_b

w.plt

cf

g

A.

SIM

MO

NS

401+00 402+00400+00 500+00 501+00 502+00

720

725

730

735

740

745

750

755

760

720

725

730

735

740

745

750

755

760

13'

13'

84°56'47" 25'

15'

19'

86°3

0'5

1"

(~ IL 47)

EL

EV

ATIO

N 741.4

9

VPI

ST

A.

402

+00.0

0

VPI

ST

A 401+10.0

0

EL

EV

ATIO

N 740.5

8

-2.18%+0.50%

100.00' V.C.

K = 37

VPI

ST

A 401+68.4

4

EL

EV

ATIO

N 740.8

7

VPI

ST

A 401+93.4

9

EL

EV

ATIO

N 741.3

6

+1.96%

+2.00%

+60.0

0

EL.

741.6

7

+60.0

0

EL.

740.8

3

-0.60% (LT)

738.25

+50 (LT)739.00

+25 (LT)

EL

EV

= 741.8

9

ST

A 400

+50.0

0

BE

GIN

RE

CO

NS

TR

UC

TIO

N

742.6

8

741.8

9

740.9

2

740.1

7

740.6

6

741.8

9

741.0

1

740.7

9

741.4

9

VPI

ST

A.

500

+07.1

9

EL

EV

ATIO

N 737.6

0

-2.00%

VPI

ST

A.

500

+32.2

8

EL

EV

ATIO

N 737.0

9

-2.03%

(NB

EO

P)

EL

EV

= 733.9

6

ST

A 501+50.0

0

EN

D

RE

CO

NS

TR

UC

TIO

N

(~ IL 47)

EL

EV

ATIO

N 737.7

3

VPI

ST

A.

500

+00.7

0

-2.00%

VPI

ST

A 500

+50.0

0

EL

EV

ATIO

N 736.7

4

-2.77%

737.4

0

735.8

9

734.9

6

733.9

6

732.7

2

731.8

5

736.7

4

735.3

5

733.9

6

LEGENDEXISTING RIGHT-OF-WAY

EXISTING PROPERTY LINE

EXISTING EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED TEMPORARY EASEMENT

PROPOSED PERMANENT EASEMENT

CONSTRUCTION LIMITS

TREE REMOVAL

DITCH/CHANNEL FLOW DIRECTION

CORPORATE LIMIT

UNITED CITY OF YORKVILLE

BRIC

K

CO

MM.

ON

E

ST

OR

Y

6"

12"

6805

+00

400+00

4"

4"

4"

4"

4"

4"

4"

4"

4"

4"

4"

4"

4"

8"

8"

500+00

6815

+00

326 KENDALL(109, 110) R

ILLINOIS ROUTE 47

ILLINOIS ROUTE 47

3~ IL ROUTE 47

+58

R=45'

5' OFFSET

R=45'-200'

COMB CC&G TB6.24

COMB CC&G TB6.24

25 23

ST

A 400

+50.0

0

BE

GIN

RE

CO

NS

TR

UC

TIO

N

3

SCALE IN FEET

050 50 100

ILLINOIS ROUTE 47

ILLINOIS ROUTE 47

~ IL ROUTE 47

R=30'

5' OFFSET

R=45'-200'

+60

COMB CC&G TB6.24

R=7.5'

COMB CC&G TB6.12

TB6.24

COMB CC&G

CC&G

EXISTING

~ FAIRFAX WAY

PI STA. = 502+49.78

L = 158.02'

E = 8.53'

T.R. = NA

S.E. RUN = NA

P.C. STA. = 501+69.33

P.T. STA. = 503+27.35

PC

ST

A 501+69.3

3

PT S

TA 503+27.3

5

PROP. CURVE PRFRFX-1

R = 375.00'

T = 80.44'

OF PAVEMENT

EXISTING EDGE

ST

A 501+50.0

0

EN

D

RE

CO

NS

TR

UC

TIO

N

e = NC

CO

M

ED

TRANSITION (TYP.)

10' COMB CC&G

PCC SIDEWALK

EXISTING 5'

PCC SIDEWALK

EXISTING 5'

WAY

FAIRFAX

(TYP)

PCC SIDEWALK

PROPOSED 5'

GRAVES KATHRYN E REVOC TRUST

05-09-300-014

% MAXIMUM PROPERTY MANAGEMENT

WINDETT RIDGE COMMUNITY ASSN,

05-09-381-001

UNITED CITY OF YORKVILLE

SEE NOTE

OF MEASURE WILL BE DETERMINED IN PHASE II.

WETLAND SITE FROM IMPACTS DURING CONSTRUCTION. THE TYPE

EROSION CONTROL MEASURES SHALL BE PLACED TO PROTECT THE

NOTE:

AREA

WETLAND

CONSERVATION DRIVE & FAIRFAX WAYPLAN AND PROFILE

CONSERVATION DRIVE

~ ILLINOIS ROUTE 47 STA 6806+08.96

~ CONSERVATION DRIVE STA 402+00.00

~ CONSERVATION DRIVE

~ ILLINOIS ROUTE 47 STA 6815+61.61

~ FAIRFAX WAY STA 500+00.00

UNITED CITY OF YORKVILLE39.27' LT

401+00.00

40.06' RT

401+00.00

WALZ, GEORGE A. & EVELYN K. TR

05-09-376-002

KONICEK, DALE L

05-09-400-002

RON KUHN

WEST SUBURBAN BANK

05-09-377-001

NEXT GENERATION DEVELOPMENT LLC

05-09-176-007

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DATE

ILLINOIS DEPARTMENT OF TRANSPORTATION

F.A.P.

SU

RV

EY

ED

PL

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TE

D

BY

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NO

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BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

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TE

D

GR

AD

ES

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EC

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B.M.

NO

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RU

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D

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BO

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NO.

FILE NAME rbest=USER NAME

=PLOT SCALE

9/25/2015=PLOT DATE

= DESIGNED REVISED

REVISED

REVISED

REVISED

DRAWN

CHECKED

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.

SHEET NO. OF SHEETS STA. TO STA. FED. ROAD DIST. NO. ILLINOIS FED. AID PROJECT

CONTRACT NO.

SCALE:

plotla

bel.tbl

8810

0046

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

H

RG

PR

OJ.

CO

NT

AC

T:

HR

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PR

OJ

EC

T

NO.:

D366825-sht-pln

prf-24.d

gn

IL_pdf

_b

w.plt

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g

A.

SIM

MO

NS

601+00 602+00 603+00 604+00 605+00 606+00 607+00 608+00 609+00 610+00601+00 602+00 603+00 604+00 605+00 606+00 607+00 608+00 609+00 610+00

735735

740

745

750

755

760

765

770

775

740

745

750

755

760

765

770

775

12'12'12'

6'

85°30'38" 89°43'2"

25'

15'

19'

11'

11'

12'

11'

11'

(SB

EO

P)

EL

EV

= 767.0

7

ST

A 602

+50.0

0

BE

GIN

RE

CO

NS

TR

UC

TIO

N

(~ IL 47)

EL

EV

ATIO

N 752.2

3

VPI

ST

A.

608

+00.0

0

765.20

+00 (LT)

PI

ST

A 604

+00

EL

EV 762.0

0 (L

T)

PI

ST

A 606

+50

(LT/RT)

-2.00%

-5.00% (RT)

-4.80% (LT)

-1.60% (LT)

EL

EV 750.0

0 (L

T/

RT)

761.25

+25 (RT)

748.50

+25 (LT/RT)

VPI

ST

A 604

+00.0

0

EL

EV

ATIO

N 765.9

1

-0.77%

-5.00%

300.00' V.C.

K = 71

VPI

ST

A 607

+00.0

0

EL

EV

ATIO

N 750.9

1-5.00%

+0.99%

120.00' V.C.

K = 20

VPI

ST

A 607

+68.4

0

EL

EV

ATIO

N 751.5

9

VPI

ST

A 607

+93.4

8

EL

EV

ATIO

N 752.1

0

+2.03% +1.9

9%

+50.0

0

EL.

767.0

7

+50.0

0

EL.

758.4

1

+40.0

0

EL.

753.9

1

+60.0

0

EL.

751.5

1

771.4

1

769.9

9

768.5

5

767.6

1

767.0

7

766.8

1

766.6

8

766.3

7

765.2

7

763.2

4

760.7

9

757.8

4

754.8

4

752.3

5

751.0

1

751.5

5

767.0

7

766.5

1

765.6

0

764.3

3

762.7

1

760.7

4

758.4

1

755.9

1

753.4

4

751.8

1

751.4

3

752.2

3

VPI

ST

A.

609

+06.4

6

EL

EV

ATIO

N 752.1

8

VPI

ST

A.

609

+31.4

6

EL

EV

ATIO

N 751.6

8

(NB

EO

P)

-2.01%

-2.00%

EL

EV

= 748.7

0

ST

A 610

+35.0

0

EN

D

RE

CO

NS

TR

UC

TIO

N

(~ IL 47)

EL

EV

ATIO

N 752.3

1

VPI

ST

A.

608

+99.9

6

-2.00%

EL

EV

ATIO

N 751.4

1

VPI

ST

A 609

+45.0

0

-3.01%

751.6

4

751.0

4

749.4

8

752.3

1

751.0

9

749.4

8

751.6

4

751.0

4

749.4

8

748.2

9

746.8

0

745.3

7

LEGENDEXISTING RIGHT-OF-WAY

EXISTING PROPERTY LINE

EXISTING EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED TEMPORARY EASEMENT

PROPOSED PERMANENT EASEMENT

CONSTRUCTION LIMITS

TREE REMOVAL

DITCH/CHANNEL FLOW DIRECTION

CORPORATE LIMIT

UNITED CITY OF YORKVILLE

3"

3"

3"

3"

4"4"

4"

4"

4"

4"

4"

4"

4"

5"

6"

6"

6"

8"

15"

FRA

ME

RES.

TW

O STORY

4" 4"

4"

3"

4"

3"

4"

4"

4"

4"4"

4"

8"

10"

10"

2"

3"

2"

4"

4"

4"

6"

8"

4"

12"

6"

4"

36"

12" 4"

24"

36"

4"

4"

8"

8"

36"

36"

24"

8"

28" 6"

30"

4"

12"

FRA

ME RES.

TW

O STORY

605+00 610+00

6830

+00

(SB

EO

P)

EL

EV

= 767.0

7

ST

A 602

+50.0

0

BE

GIN

RE

CO

NS

TR

UC

TIO

N

(~ IL 47)

EL

EV

ATIO

N 752.2

3

VPI

ST

A.

608

+00.0

0

765.20

+00 (LT)

PI

ST

A 604

+00

EL

EV 762.0

0 (L

T)

PI

ST

A 606

+50

(LT/RT)

-2.00%

-5.00% (RT)

-4.80% (LT)

-1.60% (LT)

EL

EV 750.0

0 (L

T/

RT)

761.25

+25 (RT)

748.50

+25 (LT/RT)

VPI

ST

A 604

+00.0

0

EL

EV

ATIO

N 765.9

1

-0.77%

-5.00%

300.00' V.C.

K = 71

VPI

ST

A 607

+00.0

0

EL

EV

ATIO

N 750.9

1-5.00%

+0.99%

120.00' V.C.

K = 20

VPI

ST

A 607

+68.4

0

EL

EV

ATIO

N 751.5

9

VPI

ST

A 607

+93.4

8

EL

EV

ATIO

N 752.1

0

+2.03% +1.9

9%

+50.0

0

EL.

767.0

7

+50.0

0

EL.

758.4

1

+40.0

0

EL.

753.9

1

+60.0

0

EL.

751.5

1

771.4

1

769.9

9

768.5

5

767.6

1

767.0

7

766.8

1

766.6

8

766.3

7

765.2

7

763.2

4

760.7

9

757.8

4

754.8

4

752.3

5

751.0

1

751.5

5

767.0

7

766.5

1

765.6

0

764.3

3

762.7

1

760.7

4

758.4

1

755.9

1

753.4

4

751.8

1

751.4

3

752.2

3

VPI

ST

A.

609

+06.4

6

EL

EV

ATIO

N 752.1

8

VPI

ST

A.

609

+31.4

6

EL

EV

ATIO

N 751.6

8

(NB

EO

P)

-2.01%

-2.00%

EL

EV

= 748.7

0

ST

A 610

+35.0

0

EN

D

RE

CO

NS

TR

UC

TIO

N

(~ IL 47)

EL

EV

ATIO

N 752.3

1

VPI

ST

A.

608

+99.9

6

-2.00%

EL

EV

ATIO

N 751.4

1

VPI

ST

A 609

+45.0

0

-3.01%

751.6

4

751.0

4

749.4

8

752.3

1

751.0

9

749.4

8

751.6

4

751.0

4

749.4

8

748.2

9

746.8

0

745.3

7

326 KENDALL(109, 110) R

3

SCALE IN FEET

050 50 100

ILLINOIS ROUTE 47

ILLINOIS ROUTE 47

LEGION ROADROAD

WINDETT RIDGE

~ LEGION ROAD STA 608+00.00

~ ILLINOIS ROUTE 47 STA 6830+89.22

115' STORAGE

+15

ROAD

~ LEGION

10' OFFSET

R=55'-300'

R=30'

R=50'

+30

RIDGE ROAD

~ WINDETT

TB6.24

COMB CC&G

COMB CC&G TB6.24

R=7.5'

PE+98

25 24

PI STA. = 610+97.01

L = 134.89'

E = 5.78'

T.R. = NA

S.E. RUN = NA

P.C. STA. = 610+28.73

P.T. STA. = 611+63.62

PT

ST

A 611+63.6

2

PROP. CURVE PRWNDT-1

R = 400.00'

T = 68.27

ST

A 602

+50.0

0

BE

GIN

RE

CO

NS

TR

UC

TIO

N

OF PAVEMENT

EXISTING EDGE

OF PAVEMENT

EXISTING EDGE

+55

CC&G TB6.12

EXISTING

+75

e = NC

ST

A 610

+35.0

0

EN

D

RE

CO

NS

TR

UC

TIO

N

SHOULDER

4' AGGREGATE

PCC SIDEWALK

EXISTING 5'

240' TAPER

~ WINDETT RIDGE ROAD STA 609+00.00

~ ILLINOIS ROUTE 47 STA 6830+93.58

(TYP)

PCC SIDEWALK

PROPOSED 5'

R=50'

COMB CC&G TB6.12

~ EX/PR IL ROUTE 47

610

+28.7

3

PC

ST

A

TRANSITION (TYP)

10' COMB C&G

LEGION ROAD & WINDETT RIDGE ROADPLAN AND PROFILE

SPECIAL (TYP)

CC&G OUTLET

33.00' LT

601+50.00

50.00' LT

602+50.00

50.00' LT

604+00.00

96.87' LT

607+07.30

50.00' RT

604+50.00

65.08' RT

606+87.56

(TO BE REMOVED)

EX 12" PIPE CULVERT

4' AGGREGATE SHOULDER

33.00' RT

603+84.55

50.00' RT

603+84.08

TB6.24

COMB CC&G

CLAYTON, PHYLISS E REVOC LIVING TRUST 1,

05-09-152-008% MAXIMUM PROPERTY MANAGEMENT

WINDETT RIDGE COMMUNITY ASSN,

05-09-159-008

NELSON, DAVID & LYNN

05-09-159-006

RYLAND GROUP INC

05-09-160-001

% MAXIMUM PROPERTY MANAGEMENT

WINDETT RIDGE COMMUNITY ASSN,

05-09-160-003

% SCHNEIDER J RAY & BEVERLY

OLD 2ND NATIONAL BANK

05-09-153-002CRAWFORD, KELLY

05-09-153-001

BRUCKI, RAYMOND E TR

05-09-300-013

YORKVILLE

UNITED CITY OF

UNITED CITY OF YORKVILLE

COMMITMENT - BRUCKI PROPERTY:

TO THE BRUCKI TREES.

WITHIN THE EXISTING RIGHT-OF-WAY IN ORDER TO AVOID IMPACTS

PRIVATE ENTRANCE LOCATED AT STA 603+98 RT, WILL BE KEPT

GRADING ALONG THE SOUTH SIDE OF LEGION ROAD, WEST OF THE

Page 45: Volume No. 3a of 3 FAP ROUTE 326 (IL 47) SECTION (109, 110 ...

-

-

-

-

-

-

-

-

D366825-sht-plnprf-25.dgn

DATE

ILLINOIS DEPARTMENT OF TRANSPORTATION

F.A.P.

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T'N

S

CH'K

D

BY

DA

TE

NO

TE

BO

OK

NO.

FILE NAME rbest=USER NAME

=PLOT SCALE

9/25/2015=PLOT DATE

= DESIGNED REVISED

REVISED

REVISED

REVISED

DRAWN

CHECKED

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.

SHEET NO. OF SHEETS STA. TO STA. FED. ROAD DIST. NO. ILLINOIS FED. AID PROJECT

CONTRACT NO.

SCALE:

plotla

bel.tbl

8810

0046

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

H

RG

PR

OJ.

CO

NT

AC

T:

HR

G

PR

OJ

EC

T

NO.:

D366825-sht-pln

prf-25.d

gn

IL_pdf

_b

w.plt

cf

g

A.

SIM

MO

NS

700+00 701+00 702+00 703+00 704+00 705+00

735

740

745

750

755

760

765

730

725

735

740

745

750

755

760

765

730

725

85°44'8"

13'

26'

20'

24'

13'

12'

12'

5'

20'

3"

4"

4"

4"

4"

4"

4"

6"

6"

6"

6"6"

6"

6"

6"

6"

8"

8"

8"

8"

8"

8"8"

9"

10"

10"

10"

10"

11"

12"

12"

12"

12"

12"

12"

24"

24"24"

24"

30"

36"

36"

36"

36"

15"

18"

18"

2"

2"

28"

28"

40"

40"

40"

14"

14"

26"

20"

20"

20"

20"

38"

38"

48"

48" 48"

48"

50"

50"

34"

34"

29"

45"

BRICK COMM.

ONE STORY

BRICK COMM.

TWO STORY

METAL GAR.

ONE STORY

FL

AG

PO

LE

36" F

RA

ME

RES.

ON

E

ST

OR

Y

GA

RA

GE

700+00

115

+00

(SB

EO

P)

EL

EV

= 749.0

7

ST

A 703

+65.0

0

BE

GIN

RE

CO

NS

TR

UC

TIO

N

(~ IL 47)

EL

EV

ATIO

N 749.5

6

VPI

ST

A.

705

+00.0

0

VPI

ST

A 704

+15.0

0

EL

EV

ATIO

N 748.4

2

-1.29% +0.99%

100.00' V.C.

K = 44

VPI

ST

A 704

+68.4

1

EL

EV

ATIO

N 748.9

5

+1.99%

VPI

ST

A 704

+93.4

8

EL

EV

ATIO

N 749.4

3

+1.91%

+65.0

0

EL.

749.0

7

+65.0

0

EL.

748.9

2

757.1

6

755.8

0

754.3

3

753.3

7

752.3

3

750.9

4

749.9

3

749.3

2

748.4

8

747.9

2

749.3

6

748.7

7

748.8

2

749.5

6

748.7

5

748.7

9

326 KENDALL(109, 110) R

LEGENDEXISTING RIGHT-OF-WAY

EXISTING PROPERTY LINE

EXISTING EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED TEMPORARY EASEMENT

PROPOSED PERMANENT EASEMENT

CONSTRUCTION LIMITS

TREE REMOVAL

DITCH/CHANNEL FLOW DIRECTION

CORPORATE LIMIT

UNITED CITY OF YORKVILLE

3

SCALE IN FEET

050 50 100

ILLINOIS ROUTE 47

ILLINOIS ROUTE 47

BONNIE LANE

BONNIE LANEPLAN AND PROFILE

~ BONNIE LANE STA 705+00.00

~ ILLINOIS ROUTE 47 STA 6837+55.87

+50

5' OFFSET

R=45'-200'

R=30'

TB6.24 (TYP)

COMB CC&G

~ BONNIE LANE

~ IL ROUTE 47

25 25

OF PAVEMENT

EXISTING EDGE

ST

A 703

+65.0

0

BE

GIN

RE

CO

NS

TR

UC

TIO

N

CE+12

CE+14

BRICK COMM.

ONE STORY

BRICK COMM.

TWO STORY

METAL GAR.

ONE STORY

+90

+80

BGM GROUP INC

05-09-151-006

DOUGLAS H & ROGER J CLAYTON.

CLAYTON PHYLISS E REV LIV TR

05-09-154-001

BRUCKI RAYMOND E & SHIRLEY A

05-09-152-006& JENSEN GENEVIEVE K TRUST

CLAYTON HOWARD S REVOC LIVING TRUST

05-09-176-006

THE EXTENT POSSIBLE.

CORNER OF IL 47 AND BONNIE LANE WILL BE AVOIDED TO

IMPACTS TO THE EXISTING PARKING LOT IN THE NORTHWEST

COMMITMENT - BGM GROUP INC PROPERTY:


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