proposed highway plans - Kane County Department of Transportation

= 

FILE NAME 

l:\kaneco\0929603\draw\cadd_sheets\R_LAND_SIGN_PM_01.dgn 

1. 

2. 

3. 

4. 

5. 

6. 

7. 

LEGEND 

SEEDING, CLASS 2A ROADSIDE MIXTURE 

TOPSOIL FURNISH AND PLACE, 6" 

NITROGEN AND POTASSIUM FERTILIZER 

EROSION CONTROL BLANKET (SPECIAL) 

SEEDING, CLASS 4B WETLAND GRASS AND SEDGE MIXTURE 

TOPSOIL FURNISH AND PLACE, 6" 

NITROGEN AND POTASSIUM FERTILIZER 

EROSION CONTROL BLANKET (SPECIAL) 

PROPOSED SIGN PANEL, POST & ASSEMBLY 

4" WHITE SKIP-DASH 

(10’ LINE, 30’ SPACE) 

PAVEMENT MARKING NOTES: 

ALL PERMANENT PAVEMENT MARKINGS SHALL BE RECESSED 

POLYUREA UNLESS OTHERWISE NOTED. 

ALL RAISED REFLECTIVE PAVEMENT MARKER, ONE-WAY CRYSTAL 

(RRPM) SHALL BE CONSTRUCTED IN ACCORDANCE WITH KANE COUNTY 

STANDARD KC781001-04. 

\ RANDALL ROAD 

LETTERS AND SYMBOLS PAVEMENT MARKING SHALL BE PLACED IN 

ACCORDANCE WITH I.D.O.T. DISTRICT 1 STANDARD TC-16 

EXISTING PAVEMENT MARKINGS REMOVED DUE TO MAINTENANCE OF 

TRAFFIC SHALL BE REPLACED IN KIND. 

* 

* 

RAISED REFLECTIVE PAVEMENT MARKER, ONE WAY CRYSTAL (RPPM) 

McKEE ROAD 

OUTER LINES: 8" WHITE 

DIAGONALS: 12" WHITE 

CHANNELIZING PAVEMENT MARKINGS 

(SEE NOTE 5) 

RPPM ONE-WAY 

CRYSTAL (TYP) 

(SEE NOTE 2) 

+25 

+25 

TRIBUTARY 

REMAIN-1 

STA 52+10 

OFF 9’ LT 

PROPOSED-5 

PROPOSED-6 

STA 53+42 

OFF 65’ LT 

- 45^ FROM EDGE LINE AND SPACED AT 10’ C-C 

24" WHITE 

REMAIN-3 

STA 53+03 

OFF 77’ LT 

REMAIN-2 

STA 53+01 

OFF 41’ RT 

- MINIMUM OF 5 DIAGONALS (EQUALLY REDUCE SPACING AS NEEDED) 

12’ 

12’ 

12’ 

+71 

BEGIN RIGHT ADD 

LANE TAPER 

CHANNELIZING PAVEMENT MARKINGS FOR ISLANDS SHALL BE PLACED AS 

FOLLOWS: 

PEDESTRIAN CROSS WALK PAVEMENT MARKINGS SHALL BE 6" WHITE 

LINES SPACED @ 6’ C-C. THE CROSS WALK MARKINGS SHALL BE 

CENTERED ABOUT THE SIDEWALKS AND CURB RAMPS. 

24" WHITE STOP BAR PAVEMENT MARKINGS SHALL BE PARALLEL TO 

PEDESTRIAN CROSS WALK PAVEMENT MARKINGS. 

+11 

END RIGHT LANE 

DROP TAPER 

SOUTH DRIVE 

12’ 

- MCC 

- KDF 

+50 

12 

8. 

9. 

- 3/4/10 

+84 

SIGNING NOTES: 

ALL EXISTING SIGNS TO BE RELOCATED SHALL BE PLACED ON 

NEW POSTS. 

LETTERS AND SYMBOLS WHITE (TYP) 

(SEE NOTE 3) 

6" WHITE 

ALL SIGNS 48" AND WIDER SHALL REQUIRE TWO SIGN POSTS. 

10. ALL SIGNS WILL BE DIAMOND GRADE AZ. STOP SIGNS WILL BE A 

12. 

1 

panelSizes:MIN.:18x24,STD.:24x30,EXP.:36x48,FWY.:48x60 

levels:GSCOLORFILL|GSBWFILL|GSOUTLINE 

panelStyle:regulatory.ssi 

constructPanels:36|24|18 

constructPanelMode:0 

panelRoundCorners:0 

panelStation:none 

panelHeightLock:1 

legendMaterial:0 

panelWidthLock:1 

panelQuantity:1 

panelMaterial:0 

panelMounting:0 

panelStandard:0 

panelName:R4-7 

marginAlign:9 version:1 

R4-7 

11 

panelSizes:MIN.:18x18,STD.:24x24,SPCL.:30x30 














panelName:D9-2 




panelStyle:KaneCo3.ssi 











panelName:name 

marginAlign:9 panelSizes: version:1 

REMAIN-7 

STA 53+72 

OFF 78’ LT 

2 

MINIMUM OF 36" X 36". SIGN POSTS WILL BE TELSPAR STEEL 

POST 2" X 2" X 10’ USING THE V-LOC SOCKET SYSTEM BY TAPCO 

TRAFFIC PRODUCTS OR APPROVED EQUIVALENT. ALL POSTS WILL 

BE POWDER COATED "DARK BRONZE". 

LANDSCAPING NOTES: 

panelStyle:SignalIntersection.ssi.ssi 














marginAlign:9 panelSizes: 

SEE NOTE 10 

D9-2 

SEE NOTE 10 

W9-1(R) 

13 

14 

REMAIN-4 

STA 53+37 

OFF 16’ LT 


















+55 

END RIGHT TURN 

LANE TAPER 

4" WHITE 

+11 

BEGIN RIGHT TURN 

LANE TAPER 

6" WHITE 

ALL AREAS MARKED FOR SEEDING CLASS 2A OR SEEDING CLASS 4B 

WILL BE COVERED WITH EROSION CONTROL BLANKET (SPECIAL) 

(NORTH AMERICAN BRAND OR APPROVED EQUIVALENT). 

3 

panelSizes:BIKE:18x18,MIN.:24x24,STD.:30x30,EXP.:36x36,SPCL.:48x48 
















R1-1 

SEE NOTE 10 

"PROPOSED" = NEW SIGN 

AND ASSEMBLY TO BE 

PLACED 

"REMAIN" = EXISTING SIGN 

AND ASSEMBLY TO BE 

PROTECTED DURING 

CONSTRUCTION AND TO 

REMAIN 

SIGN LOCATION 

PROPOSED-5 

STA 55+55 

OFF 76’ LT 

15 

16 

PROPOSED-5 

STA 55+55 

OFF 76’ LT 

4 

panelSizes:MIN.:18x24,STD.:18x24,SPCL.:24x30 










panelName:R6-2R 






R6-2(R) 































5 

6 

SEE NOTE 10 




panelSizes:STD.:30x36 













GS43:1 

panelSizes:MIN.:24x24,STD.:24x24,SPCL.:30x30,EXP.:36x36,FWY.:48x48 
















SIGN NUMBER 

11. ALL NON-STANDARD SIGNS ARE DETAILED ON SHEET XX. 

13. THE EROSION CONTROL BLANKET (SPECIAL) AND PERMANENT 

SEEDING LIMITS SHOWN ON THIS PLAN ARE TO THE SAME 

R3-5(R) 

R3-2 

STATIONS AND OFFSETS DEPICTED IN THE EROSION CONTROL 

PLANS. 





panelStyle:warning.ssi 









marginAlign:9 

version:1 


panelName:W9-1 

SIGN LEGEND 

+62 

17 




panelStyle:warning.ssi 











panelName:W4-2 


W4-2(R) 

PROPOSED-9 

STA 57+50 

OFF 89’ LT 

7 

panelSizes:MIN.:30x30,STD.:30x30,EXP.:36x36,SPCL.:48x48 















marginAlign:9 version:1GS43:1 

4" WHITE 

REMAIN-8 

STA 56+12 

OFF 26’ LT 

18 




panelStyle:PACE.ssi 












R5-1 

SEE NOTE 10 

PROPOSED-5 

STA 57+00 

OFF 48’ RT 

+55 

BEGIN RIGHT TURN 

LANE TAPER 

8 




panelSizes:STD.:30x30 













SEE NOTE 10 

20 

19 



panelStyle:kaneCo2.ssi 













TREE CITY USA 

National Arbor D ay Foundation 
















SEE NOTE 10 



+11 

END RIGHT TURN LANE TAPER 

AND RIGHT ADD LANE TAPER 

9 

panelSizes:MIN.:18x24,STD.:24x30,EXP:36x48,FWY.:48x60 
















R2-1 

PROPOSED-10 

STA 59+72 

OFF 76’ LT 

+46 

BEGIN RIGHT LANE 

DROP TAPER 

22 

21 

PROPOSED-5 

STA 59+00 

OFF 55’ RT 































12’ 

12’ 

12’ 

12’ 

12’ 

12’ 

12’ 

12’ 

12’ 

6" WHITE 

24" WHITE 

6" WHITE 


(SEE NOTE 5) 

10 



6" WHITE 

8" WHITE 





24" WHITE 

6" WHITE 



6" WHITE 


(SEE NOTE 5) 

REMAIN-8 

STA 60+50 

OFF 26’ LT 

12" WHITE DIAGONALS @ 45^ AND 50 FOOT C-C 
















SEE NOTE 10 

SEE NOTE 10 

REMAIN-8 

STA 130+35 

OFF 27’ RT 

23 

















R8-3 

4" WHITE 

REMAIN-11 

REMAIN-12 

STA 126+40 

OFF 73’ RT 

+79 

+86 

18’ 



RANDALL ROAD & FABYAN PARKWAY 

LANDSCAPING, SIGNING & PAVEMENT MARKING 

SCALE: 1"=50’ SHEET NO. 1 OF 2SHEETS STA. 50+00.00 TO STA. 65+00.00 

18’ 

4’ 

+50 

4’ 

12’ 

+99 

+03 

+49 

+47 

+35 

+27 

+17 

\ FABYAN PARKWAY +62 

+51 

+50 

+98 

+00 

+09 

+27 

+80 

12’ 12’ 12’ 12’ 12’ 12’ 12’ 

10’ 

10’ 

10’ 

+62 

+11 

+27 

+33 

10’ 

12’ 12’ 12’ 12’ 12’ 12’ 12’ 

18’ 

+55 

4’ 

4’ 

+80 

+73 

+80 

18’ 

+90 

6" WHITE 

PROPOSED-1 

STA 128+00 

OFF 3’ RT 

50’ 50’ 100’ 

0 

SCALE: 1" = 50’ 


(SEE NOTE 5) 




(SEE NOTE 5) 

PROPOSED-5 

6" WHITE 

STA 64+50 

OFF 86’ LT 

50+00 55+00 60+00 65+00 

c Copyright CMT, Inc. 

CRAWFORD, MURPHY & TILLY, INC. 

CONSULTING ENGINEERS 

License No. 184-000613 

USER NAME = Jeff Sedig 

PLOT SCALE = 100.0000 ’ / IN. 

PLOT DATE = 9/1/2010 

DESIGNED - PWK 

DRAWN 

CHECKED 

DATE 

REVISED - 

REVISED 

REVISED 

REVISED 

- 

- 

- 

ONLY 

ONLY ONLY 

KANE COUNTY 

DIVISION OF TRANSPORTATION 

ONLY 

ONLY ONLY 

ONLY 

ONLY ONLY 

ONLY 

ONLY 

ONLY ONLY 

ONLY 

125+00 130+00 

ONLY 

ONLY ONLY 

ONLY 

ONLY ONLY 

F.A.P 

RTE. 

24" WHITE 

6" WHITE 



6" WHITE 

PROPOSED-13 

PROPOSED-14 

STA 127+25 

OFF 43’ LT 

12’ 

12’ 

12’ 

12’ 

12’ 

12’ 

12’ 

12’ 

12’ 

REMAIN-1 

STA 63+10 

OFF 4’ LT 

6" WHITE 

24" WHITE 

8" WHITE 

TREE 

REPLACE. 

IN KIND 



PROPOSED-5 

STA 126+50 

OFF 43’ LT 

+61 

PROPOSED-15 

PROPOSED-16 

STA 64+50 

OFF 43’ RT 

PROPOSED-9 

STA 64+00 

OFF 43’ RT 


(SEE NOTE 5) 

SECTION COUNTY 

336 01-00269-00-CH KANE 

ILLINOIS FED. AID PROJECT 

ONLY 

TOTAL 

SHEETS 

130 

CONTRACT NO. 

ONLY 

ONLY 

MATCHLINE STA. 65+00.00 

SHEET 

NO. 

59

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proposed highway plans - Kane County Department of Transportation

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