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
APPENDIX F
Existing Typical Sections
Proposed Typical Sections
Existing and Proposed Structure Typical Sections
Plan Sheets
APPENDIX F
Existing Typical Sections
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DRAWN
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SECTION COUNTYTOTAL
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' 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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= DESIGNED REVISED
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DRAWN
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SECTION COUNTYTOTAL
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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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
NA
LANE LANE
HMA SURFACE COURSE
HMA RESURFACING
9"-6"-9" PCC PAVEMENT
AGGREGATE SHOULDER (TYP)
HMA SHOULDER (TYP)
RIGHT-TURN LANE
PR
OP
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TY
LIN
E (C
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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
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TY
LIN
E (C
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ED)
EX
RO
W
EX
PE
RM
EA
SE
PR
OP
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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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DRAWN
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SECTION COUNTYTOTAL
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' 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
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TY
LIN
E (C
OM
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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
APPENDIX F
Proposed Typical Sections
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DRAWN
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SECTION COUNTYTOTAL
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
NA
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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DRAWN
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SECTION COUNTYTOTAL
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'
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)
-
-
-
-
-
-
-
-
D366825-sht-typ-06.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-ty
p-06.d
gn
IL_pdf
_b
w.plt
cf
g
A.
SIM
MO
NS
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
-
-
-
-
-
-
-
-
D366825-sht-typ-07.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-ty
p-07.d
gn
IL_pdf
_b
w.plt
cf
g
A.
SIM
MO
NS
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
-
-
-
-
-
-
-
-
D366825-sht-typ-08.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-ty
p-08.d
gn
IL_pdf
_b
w.plt
cf
g
A.
SIM
MO
NS
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
-
-
-
-
-
-
-
-
D366825-sht-typ-09.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-ty
p-09.d
gn
IL_pdf
_b
w.plt
cf
g
A.
SIM
MO
NS
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
-
-
-
-
-
-
-
-
D366825-sht-typ-10.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-ty
p-10.d
gn
IL_pdf
_b
w.plt
cf
g
A.
SIM
MO
NS
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
-
-
-
-
-
-
-
-
D366825-sht-typ-11.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-ty
p-11.d
gn
IL_pdf
_b
w.plt
cf
g
A.
SIM
MO
NS
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
-
-
-
-
-
-
-
-
D366825-sht-typ-12.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-ty
p-12.d
gn
IL_pdf
_b
w.plt
cf
g
A.
SIM
MO
NS
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
APPENDIX F
Existing and Proposed Structure Typical Sections
-
-
-
-
-
-
-
-
D366825-sht-typ-struc-01.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-ty
p-struc-01.dgn
IL_pdf
_b
w.plt
cf
g
A.
SIM
MO
NS
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
-
-
-
-
-
-
-
-
D366825-sht-typ-struc-02.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-ty
p-struc-02.d
gn
IL_pdf
_b
w.plt
cf
g
A.
SIM
MO
NS
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%
APPENDIX F
Plan Sheets
-
-
-
-
-
-
-
-
D366825-sht-plnprf-01.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-01.dgn
IL_pdf
_b
w.plt
cf
g
A.
SIM
MO
NS
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
-
-
-
-
-
-
-
-
D366825-sht-plnprf-02.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-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
-
-
-
-
-
-
-
-
D366825-sht-plnprf-03.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-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
-
-
-
-
-
-
-
-
D366825-sht-plnprf-04.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-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:
-
-
-
-
-
-
-
-
D366825-sht-plnprf-05.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-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
-
-
-
-
-
-
-
-
D366825-sht-plnprf-06.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-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
-
-
-
-
-
-
-
-
D366825-sht-plnprf-07.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-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
-
-
-
-
-
-
-
-
D366825-sht-plnprf-08.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-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'
-
-
-
-
-
-
-
-
D366825-sht-plnprf-09.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-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
-
-
-
-
-
-
-
-
D366825-sht-plnprf-10.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-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
-
-
-
-
-
-
-
-
D366825-sht-plnprf-11.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-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
-
-
-
-
-
-
-
-
D366825-sht-plnprf-12.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-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
-
-
-
-
-
-
-
-
D366825-sht-plnprf-13.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-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)
-
-
-
-
-
-
-
-
D366825-sht-plnprf-14.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-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)
-
-
-
-
-
-
-
-
D366825-sht-plnprf-15.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-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
-
-
-
-
-
-
-
-
D366825-sht-plnprf-16.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-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)
-
-
-
-
-
-
-
-
D366825-sht-plnprf-17.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-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)
-
-
-
-
-
-
-
-
D366825-sht-plnprf-18.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-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)
-
-
-
-
-
-
-
-
D366825-sht-plnprf-19.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-19.d
gn
IL_pdf
_b
w.plt
cf
g
A.
SIM
MO
NS
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)
-
-
-
-
-
-
-
-
D366825-sht-plnprf-20.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-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
-
-
-
-
-
-
-
-
D366825-sht-plnprf-21.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-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
-
-
-
-
-
-
-
-
D366825-sht-plnprf-22.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-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
-
-
-
-
-
-
-
-
D366825-sht-plnprf-23.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-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
-
-
-
-
-
-
-
-
D366825-sht-plnprf-24.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-24.d
gn
IL_pdf
_b
w.plt
cf
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
-
-
-
-
-
-
-
-
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: