GENERAi NOTES WORK INCLUDED IN THIS SECTION CONSISTS OF MILLING, OVERLAYING THE WEARING SURFACE WITH HOT-MIX ASPHALT, AND PLACEMENT OF AGGREGATE SHOULDERS. THE WORK ALSO INCLUDES PAVEMENT PATCHING AND PAVEMENT MARKING PLUS ANY NECESSARY WORK TO COMPLETE THE SECTION. THE SECTION STARTS FROM NORTH OF 200TH AVE. IN EFFINGHAM COUNTY AND ENDS SOUTH OF BIBLE GROVE LANE INDEX OF SHEETS IN CLAY COUNTY.

SHEET NO. ITEM ANY REMOVAL OF EXISTING AGGREGATE SHOULDER TO ALLOW FOR POSITIVE DRAINAGE AND CONSTRUCTION OF THE HMA INLAY SHALL BE INCLUDED IN THE COST OF HOT-MIX ASPHALT SURFACE 1 COVER SHEET REMOVAL. 2 INDEX OF SHEETS, GENERAL NOTES & LIST OF STANDARDS 3 LOCATION MAP AGGREGATE SURFACE COURSE MATERIAL SHALL BE CRUSHED STONE OR CRUSHED CONCRETE. 4-5 SUMMARY OF QUANTITIES THE MATERIAL USED FOR AGGREGATE WEDGE SHOULDER, TYPE B SHALL BE CRUSHED STONE, CRUSHED 5 TYPICAL SECTIONS CONCRETE, OR RAP. 7 SCHEDULES 8 ENTRANCE DETAILS PAVEMENT MARKING SHALL BE APPLIED IN ACCORDANCE WITH SECTION 780 OF THE STANDARD 9 MISCELLANEOUS DETAILS SPECIFICATIONS. 10-13 TYPICAL APPLICATIONS OF PAVEMENT MARKING SHORT TERM PAVEMENT MARKING ON MILLED SURFACE AND BINDER SHALL BE PAINT. SHORT TERM PAVEMENT MARKING ON SURFACE SHALL BE TAPE.

THE FOLLOWING STANDARDS ARE A PART OF THESE PLANS AND ARE INCLUDED THE EXISTING PAVEMENT SHALL BE PATCHED IN ACCORDANCE WITH SECTION 442 OF THE STANDARD FOLLOWING THE LAST NUMBERED SHEET OF THE PLANS. SPECIFICATIONS AND THE SPECIAL PROVISIONS. THE QUANTITY OF PATCHING SHOWN ON THE PLANS IS AN ESTIMATE ONLY AND THE FINAL LOCATIONS AND QUANTITY SHALL BE DETERMINED BY THE STD. NO. DESCRIPTION ENGINEER IN THE FIELD. 000001-07 STANDARD SYMBOLS, ABBREVIATIONS, AND PATTERNS 001005 DECIMAL OF AN INCH AND OF A FOOT THE TOP 3/4 INCH OF THE PAY ITEM HOT-MIX ASPHALT SURFACE REMOVAL, 1 1/2 INCH AND 442201-03 CLASS C AND D PATCHES HOT-MIX ASPHALT SURFACE REMOVAL, 3 3/4 INCH CONTAINS PEA GRAVEL FROM A 2010 SEALCOAT PROJECT 567101-02 PERMANENT SURVEY MARKERS THIS MATERIAL WILL NOT BE ALLOWED TO BE USED AS RECYLED ASPHALT PAVEMENT (RAPI 701005-05 OFF-RD OPERATIONS, 2L, 2W, 15' TO 24" FROM PAVEMENT EDGE 701011-04 OFF-RD MOVING OPERATIONS, 2L, 2W, DAY ONLY 701201-05 LANE CLOSURE, 2L, 2W, DAY ONLY, FOR SPEEDS>= 45 701301-04 LANE CLOSURE, 2L, 2W, SHORT TIME OPERATIONS 701305-04 LANE CLOSURE, 2L, 2W, SLOW MOVING OPERATIONS DAY ONLY, FOR SPEEDS > = 45 MPH THE FOLLOWING RATES OF APPLICATION HAVE BEEN USED IN CALCULATING PLAN QUANTITIES: 701311-03 LANE CLOSURE 2L, 2W, MOVING OPERATIONS - DAY ONLY HOT MIX ASPHALT 112 LBS/SO YD/IN 701901-08 TRAFFIC CONTROL DEVICES BITUMINOUS MATERIALS TACK COAT 0.05 LB/SO FT (MILLED SURFACE! 780001-05 TYPICAL PAVEMENT MARKINGS BITUMINOUS MATERIALS TACK COAT 0. 025 LB/SO FT ( BINDER, SURFACE I 781001-04 TYPICAL APPLICATIONS RAISED REFLECTIVE PAVEMENT MARKERS GRANULAR MATERIAL 2. 05 TONS/CU YD

THE FOLLOWING Ml XTURE REQUIREMENTS ARE APPL !CABLE TO TH IS PROJECT:

APPL! CAT I ON AC/PG DESIGN AIR MIXTURE FRICTION TESTING VOIDS COMPOSIT I ON AGGREGATE PARAMETER

- BINDER COURSE PG 64-22 4. 0% © N=70 IL 9. 5FG N/A OCP - SURFACE COURSE PG 64 -22 4. 0% © N=70 IL 9. 5 MIXTURE C OCP

- INCIDENTAL SURFACE PG 64 -22 4. 0% © N=50 IL 9. 5 Ml XTURE C OC/OA - PAVEMENT PATCHING PG 64 -22 4. 0% lo N=70 IL 19. 0 N/A OC/OA

FILE NAME = USER NAME = steffenmk DESIGNED - REVISED - GENERAL NOTES & SECTION - STATE OF ILLINOIS pw:\ \planroom.dot.1ll1no1s.gov:PWIDOT\Docu ents\IDOT Off1ces\D1strict 7\ProJects\74464 C@IR!AWN\CADs-heets\D774464-sht-gennote.d nREVJSED 828 I IOGRS-2 • PLOT SCALE = 100.0000 ' / in. CHECKED - REVISED - DEPARTMENT OF TRANSPORTATION INDEX OF SHEETS I 13 I 2 •EFFINGHAM, CLAY CONTRACT NO. 74464 Default PLOT DATE = 3/13/2020 DATE REVISED - SCALE: I SHEET OF SHEETSI STA. TO STA. IILLINOISI F"ED. AID PROJECT EY MS 300N

RA 2

1 L U C A S PROJECT BEGINS 23 24 19 20 21 22 23 9 24 T 6 N STA 437+94.50 R

0 C

7

EBERLE 12 12

708 200N

0 708 1 WINTERROWD CR 8

Y R

D

28 8 26 25 30 29 27 26 C D S 2 25 U CA 8

LU M

P

A F

100N E R 35 36 N STA EQUATION E

31 O 32 33 34 35 P E 36 T STA 525+00 BK=

L S

S

0

9 1

T E 1

A 8

T M J

I I STA 524+00 AH

L L

00N 3 1 Y

2 T 3 4 N

6 U 5 2 1 O

C

2000N 9 10

8

2

0 1 11 12 8 8 7 8 11

P 12

A

F T 5 N

1900N

16 15 17 14 13 13 18 14 BIBLE GROVE 798 798 8

798 798 8 PROJECT ENDS

R

E 8 P STA 707+50.00

2 S 1800N B I A B L E J

23 24 23 24 19 E 22

0

20 E

0

E 21 0

9

0 0

1

0 G R O V E 0 1

2

JASPER 2

0

1

8 29 26 28

26 5

0

30 4 25 7 27 29 2 L 25 30 I T T 28 L E

P 801 INGRAHAM A N T 801 H 16 E R 35 16 33

F.A.P. TOTAL SHEET FILE NAME = USER NAME = steffenmk DESIGNED - REVISED - SECTION COUNTY RTE. SHEETS NO. pw:\\planroom.dot.illinois.gov:PWIDOT\Documents\IDOT Offices\District 7\Projects\74464\CADData\CADsheets\D774464-sht-typical.dgnDRAWN - REVISED - STATE OF ILLINOIS LOCATION MAP 828 106RS-2 * 13 3 PLOT SCALE = 100.0000 ' / in. CHECKED REVISED - - DEPARTMENT OF TRANSPORTATION *Effingham, Clay CONTRACT NO.74464 Default PLOT DATE = 3/13/2020 DATE - REVISED - SCALE: SHEET OF SHEETS STA. TO STA. ILLINOIS FED. AID PROJECT

CONSTRUCTION TYPE CODE CONSTRUCTION TYPE CODE

SUMMARY OF QUANTITIES SUMMARY OF QUANTITIES TOTAL EFFINGHAM CLAY TOTAL EFFINGHAM CLAY 0005 0005 0005 0005 CODE NO ITEM UNIT QUANTITIES CODE NO ITEM UNIT QUANTITIES

40200800 AGGREGATE SURFACE COURSE, TYPE B TON 89 53 36 67000500 ENGINEER'S FIELD OFFICE, TYPE B CAL MO 3 1.2 1.8

40600290 BITUMINOUS MATERIALS (TACK COAT) POUND 44642 18179 26463 67100100 MOBILIZATION L SUM 1 0 .4 0 .6

40600990 TEMPORARY RAMP SQ YD 36 .6 18.3 18.3 70100450 TRAFFIC CONTROL AND PROTECTION, STANDARD L SUM 1 0 .4 0 .6

701201

40602970 HOT-MIX ASPHALT BINDER COURSE IL-9.5FG, TON 6481 2639 3842

N70 70100460 TRAFFIC CONTROL AND PROTECTION, STANDARD L SUM 1 0 .4 0 .6

701306

40604052 HOT-MIX ASPHALT SURFACE COURSE,IL-9.5 MIX "C" TON 7407 3016 4391

N70 70300100 SHORT TERM PAVEMENT MARKING FOOT 8117 3305 4812

40800050 INCIDENTAL HOT-MIX ASPHALT SURFACING TON 65 30 35 70300150 SHORT TERM PAVEMENT MARKING REMOVAL SQ FT 902 367 535

44000155 HOT-MIX ASPHALT SURFACE REMOVAL, 1 1/2" SQ YD 65403 26932 38471 70300220 TEMPORARY PAVEMENT MARKING - LINE 4" FOOT 60173 24571 35602

44000164 HOT-MIX ASPHALT SURFACE REMOVAL, 3 3/4" SQ YD 733 733 78001110 PAINT PAVEMENT MARKING - LINE 4" FOOT 60173 24571 35602 n g d . q o s - t h s -

4 44201798 CLASS D PATCHES, TYPE I, 13 INCH SQ YD 5 5 78100100 RAISED REFLECTIVE PAVEMENT MARKER EACH 338 138 200 6 4 4 7 7 D \ s t e e h s D A C \

a X0326440 SURFACE REMOVAL, VARIABLE DEPTH (SPECIAL) SQ YD 488 286 202

t 44201803 CLASS D PATCHES, TYPE II, 13 INCH SQ YD 86 56 30 a D D A C \ 4 6 4 4 7 \ s t c e j

o 44201807 CLASS D PATCHES, TYPE III, 13 INCH SQ YD 18 18 X4060995 TEMPORARY RAMP, SPECIAL SQ YD 248 73 175 r P \ 7

t c i r t s i D \ s e c i f f O

44201809 CLASS D PATCHES, TYPE IV, 13 INCH SQ YD 31 31 X7010237 CHANGEABLE MESSAGE SIGN, SPECIAL CAL DA 28 14 14 T O D I \ s t n e m u c o D \ T

O 48102100 AGGREGATE WEDGE SHOULDER, TYPE B TON 3007 1219 1788 Z0033700 LONGITUDINAL JOINT SEALANT FOOT 27056 11018 16038 D I W P : v o g . s i o n i l l i . t o d . m o o r n a l p \ \ : t l w u F.A. TOTAL SHEET p USER NAME = steffenmk a DESIGNED - REVISED - f SECTION COUNTY : e RTE. SHEETS NO.

E D

M DRAWN - REVISED - : STATE OF ILLINOIS SUMMARY OF QUANTITIES A 828 106RS-2 * 13 4 L N E

PLOT SCALE = 100.0000 ' / in.

D CHECKED REVISED E - - DEPARTMENT OF TRANSPORTATION *EFFINGHAM,CLAY CONTRACT NO. NO. 74464 L O I M F PLOT DATE = 3/13/2020 DATE - REVISED - SCALE: SHEET OF SHEETS STA. TO STA. ILLINOIS FED. AID PROJECT

CONSTRUCTION TYPE CODE SUMMARY OF QUANTITIES TOTAL EFFINGHAM CLAY 0005 0005 CODE NO ITEM UNIT QUANTITIES

Z0049799 PROTECTING OR RESETTING SURVEY MARKERS EACH 4 2 2 n g d . q o s - t h s - 4 6 4 4 7 7 D \ s t e e h s D A C \ a t a D D A C \ 4 6 4 4 7 \ s t c e j o r P \ 7

t c i r t s i D \ s e c i f f O

T O D I \ s t n e m u c o D \ T O D I W P : v o g . s i o n i l l i . t o d . m o o r n a l p \ \ : t l w u F.A. TOTAL SHEET p USER NAME = steffenmk a DESIGNED - REVISED - f SECTION COUNTY : e RTE. SHEETS NO.

E D

M DRAWN - REVISED - : STATE OF ILLINOIS SUMMARY OF QUANTITIES A 828 106RS-2 * 13 5 L N E

PLOT SCALE = 100.0000 ' / in.

D CHECKED REVISED E - - DEPARTMENT OF TRANSPORTATION *EFFINGHAM,CLAY CONTRACT NO. 74464 L O I M F PLOT DATE = 3/13/2020 DATE - REVISED - SCALE: SHEET OF SHEETS STA. TO STA. ILLINOIS FED. AID PROJECT

PROPOSED TYPICAL SECTION

6' 22' 6'

~

4" PAINT PAVEMENT MARKING 4" PAINT PAVEMENT MARKING

‰"/FT

AGGREGATE WEDGE SHOULDERS, TYPE B

EXISTING 5" HOT MIX ASPHALT HOT-MIX ASPHALT SURFACE COURSE, MIX "C" N70 2"

EXISTING CRUSHED STONE BASE HOT-MIX ASPHALT BINDER COURSE IL 9.5 FG WITH A-3 TREATMENT N70, 1ƒ"

HOT-MIX ASPHALT SURFACE REMOVAL 1•" STA 437+94.5 TO STA 525+00 STATION EQUATION - STA 525+00 = STA 524+00

STA 524+00.0 TO STA 547+12.0 LONGITUDINAL JOINT SEALANT (TOP OF BINDER COURSE) STA 547+12.0 TO STA 692+40.0 STA 695+40.0 TO STA 707+50.0

PROPOSED TYPICAL SECTION

6' 22'

~

4" PAINT PAVEMENT MARKING 4" PAINT PAVEMENT MARKING

‰"/FT

AGGREGATE WEDGE SHOULDERS, TYPE B EXISTING PCC PAVEMENT FOR BIBLE GROVE ROAD EXISTING 5" HOT MIX ASPHALT

HOT-MIX ASPHALT SURFACE EXISTING CRUSHED STONE BASE COURSE, MIX "C" N70 2" WITH A-3 TREATMENT

HOT-MIX ASPHALT BINDER COURSE IL 9.5 FG N70, 1ƒ"

HOT-MIX ASPHALT SURFACE REMOVAL 3ƒ"

STA 692+40 TO STA 695+40

LONGITUDINAL JOINT SEALANT (TOP OF BINDER COURSE)

F.A.P. TOTAL SHEET FILE NAME = USER NAME = steffenmk DESIGNED - REVISED - SECTION COUNTY RTE. SHEETS NO. pw:\\planroom.dot.illinois.gov:PWIDOT\Documents\IDOT Offices\District 7\Projects\74464\CADData\CADsheets\D774464-sht-typical.dgnDRAWN - REVISED - STATE OF ILLINOIS TYPICALS 828 106RS-2 * 13 6 PLOT SCALE = 100.0000 ' / in. CHECKED REVISED - - DEPARTMENT OF TRANSPORTATION *Effingham, Clay CONTRACT NO.74464 Default PLOT DATE = 3/13/2020 DATE - REVISED - SCALE: SHEET OF SHEETS STA. TO STA. ILLINOIS FED. AID PROJECT

PAVING SCHEDULE 1

- - 0 7 S N L L L

, A A A E , E I V V C " S R B O O E A C R E M M Y F " T E E E P U G E R O A D P R R M 0 V STATION TO STATION LENGTH WIDTH AREA U X C 7 M E Y A R R S I N ) W T E E R O U

SURVEY MARKER SCHEDULE M R S T C C S

E A E , , A A Y A U

G

M G O T R F F R D O N G H , N F N C E R R A A I N

Y E I 5 I G D U U " R T I S

T S B . M K E L S S 4 O T C R

R 9 U C R " / P N U E T E

A - T A A 2 A 3 M U U O G T E K

E O O M L I T H M / M - G O S R C C H I B ( A S H 1 H 3 T R E A P R M FT FT SQ FT TON TON POUND TON SQ YD SQ YD SQ YD LOCATION OFFSET DESCRIPTION EACH M

+/- 439+68 0 DESTROYED DISK/STUB 1 A 437+94.5 525+00.0 8705.50 22 191521 2383.4 2085.5 14364.1 958.8 21280.1 18.3 H G

1/2 I PIN WITH PAINT PANEL (COULD BE N +/- 494+00 0 SECTION CORNER OR P.I. FROM PLANS @ 1 I F

494+04.1) F 524+00.0 547+12.0 2312.00 22 50864 633.0 553.9 3814.8 259.7 5651.6 E

+/- 547+12 40' RT IRON PIN 1 547+12.0 692+40.0 14528.00 22 319616 3977.4 3480.3 23971.2 1634.5 35512.9 +/- 599+87 0 LARGE 12" SPIKE NAIL BENT 1 692+40.0 692+75.0 35.00 22 770 9.6 8.4 57.8 4.0 85.6

TOTAL 4 Y A 692+75.0 695+05.0 230.00 22 5060 63.0 55.1 379.5 13.1 562.2 L C 695+05.0 695+40.0 35.00 22 770 9.6 8.4 57.8 4.0 85.6

695+40.0 707+50.0 1210.00 22 26620 331.3 289.9 1996.5 132.7 2957.8 18.3

TOTAL= 7407 6481 44642 3007 65403 733 36.6

ENTRANCE SCHEDULE L L L A A A I I I E E E C C C C C C , , , E E E A A A T T T L L L H H H B B B P P P F F F A A A A A A T T T

S S S R R R L L L V V V P P P L L L E E E ) ) )

U U U G G G H H H O O O E E E A A A P P P L L L , , , N S N S N S P P P M M M D D D T T T Y Y Y A A A P P P

I I I S S S E E E N N

N N N T T T I I I M M M

C C C A A A R R R O O E E E E E E

E E E E C C C A A A A A A

I I L L L D D D , , , D P D P E E E R R R E E E F F F X X X E E E T T B B B I I I E E E I Y I Y P P P

R T R T R T I I I C C C A A A A A C C C S S S S T S T S S S Y Y Y U U U A A A M M M A A A T T I I I N N N R R R ( ( ( R R R S G S G S G - - - F F F S S R R R I I I U U U A A A E E E T T T R R R A A A O O O R R R R R R O O O U U U V V V C C C O O O G G G H H H S S S P P P G G G M M M A A A E E E T T T

PAVEMENT MARKING SCHEDULE TON TON SQ YD SQ YD TON TON SQ YD SQ YD TON TON SQ YD SQ YD

- 7.4 70.0 18.4 LT 526+58 FE 1.4 RT 651+57 FE 1.1

G

N 5.9 56.1 14.4 RT 530+33 FE 1.1 LT 651+57 FE 1.1 I T T K T

N N R N 1.4 LT 533+50 FE 1.4 RT 653+50 PRA 5.0 12.2 E E A E " E

M M M M 4 V 1.1 RT 537+48 FE 1.6 LT 653+50 PRA 4.4 10.0 E E L E I R T E T E V V V A A A N A N C K STATION TO STATION V 6.5 RT 547+12 PRA 5.4 51.7 14.0 LT 655+98 FE 1.4 E P P O E P I R

M M L L A

M M E E F M 4.4 LT 547+12 PRA 5.4 51.7 14.0 LT 664+98 FE 0.9 R R R Y - E V E E A R R T T T P " A N G G G 6 RT 548+20 FE 1.1 RT 664+98 FE 0.9 H N N 4 R N D E

T T I T I T O I E M 4.4 LT 560+58 FE 1.1 RT 669+97 FE 1.5 R K R K N E P K S E G N R R I N M R I O O V E E H A H A A I A A A 1.1 LT 570+92 FE 1.1 LT 671+19 FE 1.1 L S M S M P L T M R P

FEET FT SQ FT FT FT EACH 0.8 RT 572+97 FE 0.9 RT 676+84 FE 0.9

8705.0 2611.7 290.2 19429.9 19429.9 109 1.4 LT 573+37 FE 1.4 RT 683+07 FE 1.0 437+95.0 525+00.0

2312.0 693.6 77.1 5142.0 5142.0 29 1.1 RT 579+63 FE 0.9 LT 683+07 PE 4.6 524+00.0 547+12.0

16038.0 4811.4 534.6 35601.5 35601.5 200 1.3 LT 579+63 FE 1.1 RT 689+21 FE 1.0 547+12.0 707+50.0

TOTAL 27055 8117 902 60173 60173 338 5.2 49.4 12.7 RT 586+49 FE 0.9 RT 692+75 PRA 88.9

6.1 58.3 12.9 LT 578+02 FE 1.4 RT 697+39 FE 1.1

7 RT 593+10 FE 1.4 RT 704+01 1.0

1.6 RT 599+88 PRA 5.4 51.1 12.9 RT 707+34 PRA 3.9 36.7 10.0

1.4 LT 600+00 PRA 6.6 62.8 17.3 LT 707+34 PRA 3.9 10.0

1.4 RT 613+50 FE 1.6

1.4 LT 619+19 FE 1.9 Total 65 89 488 248

3.8 LT 631+10 FE 1.9

1.6 LT 645+69 FE 1.4

CE=COMMERCIAL ENTRANCE MBT= MAILBOX TURNOUT

PRA= PUBLIC ROAD APPROACH

F.A.P. TOTAL SHEET FILE NAME = USER NAME = steffenmk DESIGNED - REVISED - SECTION COUNTY RTE. SHEETS NO. pw:\\planroom.dot.illinois.gov:PWIDOT\Documents\IDOT Offices\District 7\Projects\74464\CADData\CADsheets\D774464-sht-schedules.dgnDRAWN - REVISED - STATE OF ILLINOIS SCHEDULES 828 106RS-2 * 13 7 PLOT SCALE = 100.0000 ' / in. CHECKED REVISED - - DEPARTMENT OF TRANSPORTATION *Effingham, Clay CONTRACT NO.74464 Default PLOT DATE = 3/13/2020 DATE - REVISED - SCALE: SHEET OF SHEETS STA. TO STA. ILLINOIS FED. AID PROJECT

FIELD ENTRANCE PRIVATE ENTRANCE COMMERCIAL ENTRANCE PUBLIC ROAD APPROACH

LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION C C B C

EDGE OF PROPOSED AGGREGATE SHOULDER

EDGE OF PROPOSED HOT-MIX C C B C EDGE OF PAVEMENT ASPHALT SHOULDER

LENGTH LENGTH PROPOSED RESURFACING EXISTING AGGREGATE PROPOSED RESURFACING SURFACE

EXISTING PAVEMENT AGGREGATE SURFACE COURSE, TYPE B EXISTING PAVEMENT PROPOSED HOT-MIX ASPHALT SHOULDER

PROPOSED HOT-MIX ASPHALT SHOULDER

PROPOSED AGGREGATE WEDGE SHOULDER SECTION C-C

AGGREGATE SURFACE COURSE, TYPE B EXISTING AGGREGATE SURFACE SECTION B-B " n g d ‚ . l i

a t 2 " e

d HMA RESURFACING - WIDTH OF TURNOUT (Y) • t PROPOSED RESURFACING LENGTH h

s EXISTING OIL & CHIP, HMA - 1 4

6 OR PCC SURFACE 4 4 7 7 D \ EXISTING PAVEMENT s 3 ƒ" t e e h s D A C

\ AGGREGATE SURFACE a t a COURSE, TYPE B SURFACE REMOVAL, VARIABLE D

D HMA SURFACE REMOVAL, 1 •" A FEATHERED TO MEET DEPTH (SPECIAL) C \ PROPOSED HOT-MIX 4 EXISTING SURFACE 6

4 ASPHALT SHOULDER 4 INCIDENTAL HOT-MIX 7 \ s t ASPHALT SURFACE c PROPOSED AGGREGATE WEDGE SHOULDERS e

j EXISTING PAVEMENT o r P \ 7

t c i r

t TYPICAL SECTION AT MAILBOX TURNOUT s i SECTION C-C D \ s

e NOTE: SEE STANDARD 406201 FOR MAILBOX TURNOUT DETAILS c i f f O

T O D I \ s t n e NOTES m u c

o LENGTH = 10' UNLESS OHTERWISE NOTED ON PLANS D \ T O D I

W THE THICKNESS OF THE HOT-MIX ASPHALT SHOULDERS THROUGH P : v

o AGGREGATE COMMERCIAL ENTRANCES AND PUBLIC ROADS SHALL g . s i BE 10". THE COST OF THE EXTRA THICKNESS SHALL BE INCLUDED WITH o n i l l

i THE HOT-MIX ASPHALT SHOULDERS PAY ITEM. . t o d . m o o r n a l p \ \ : t l w u F.A. TOTAL SHEET p USER NAME = steffenmk a DESIGNED - REVISED - f SECTION COUNTY : e RTE. SHEETS NO.

E D

M DRAWN - REVISED - : STATE OF ILLINOIS RURAL ENTRANCE SCHEDULE AND MAILBOX TURNOUT DETAILS A 828 106 RS-2 * 13 8 L N E PLOT SCALE = 100.0000 ' / in. D CHECKED REVISED E - - DEPARTMENT OF TRANSPORTATION *EFFINGHAM, CLAY CONTRACT NO. 74464 L O WITH SHOULDERS I M F PLOT DATE = 3/13/2020 DATE - REVISED - SCALE: SHEET OF SHEETS STA. TO STA. ILLINOIS FED. AID PROJECT

HOT-MIX ASPHALT SURFACE HOT-MIX ASPHALT SURFACE REMOVAL (1•") REMOVAL (3ƒ")

45' 1 : 240

MILLING TRANSITION DETAIL

STA 692+40 TO STA 692+85 STA 694+95 TO STA 695+40

TRANSITION INCLUDED WITH HMA REMOVAL 3ƒ"

HOT-MIX ASPHALT SURFACE COURSE, MIXTURE C, N70, 2"

45'

1 : 240

1•" 2" 3ƒ" 1ƒ"

ƒ"

EXISTING BITUMINOUS RESURFACING HMA BINDER COURSE, IL-9.5FG N70, 1ƒ"

HMA SURFACE REMOVAL, 1•"

PAVING DETAIL

STA 437+94.5 TO STA 438+39.5 STA 707+05 TO STA 707+50

F.A.P. TOTAL SHEET FILE NAME = USER NAME = steffenmk DESIGNED - REVISED - SECTION COUNTY RTE. SHEETS NO. pw:\\planroom.dot.illinois.gov:PWIDOT\Documents\IDOT Offices\District 7\Projects\74464\CADData\CADsheets\D774464-sht-detail.dgnDRAWN - REVISED - STATE OF ILLINOIS MISCELLANEOUS DETAILS 828 106RS-2 * 13 9 PLOT SCALE = 100.0000 ' / in. CHECKED REVISED - - DEPARTMENT OF TRANSPORTATION *EFFINGHAM, CLAY CONTRACT NO.74464 Default PLOT DATE = 3/13/2020 DATE - REVISED - SCALE: SHEET OF SHEETS STA. TO STA. ILLINOIS FED. AID PROJECT

2" (50)

TWO LANE/TWO WAY PAVEMENT MARKING LEGEND

10' 30' 10' (3.05 m) (9.15 m) (3.05 m) 1 4" (100) SKIP-DASH (YELLOW) 8 EDGE OF PAVEMENT

2 4" (100) SOLID (YELLOW) 12" (300) 45° 10' (3.05 m) 10' (3.05 m) TRAFFIC

(TYP.) 30' (9.15 m) (TYP.) 3 12" (300) DIAGONAL (YELLOW) (TYPICAL) TRAFFIC ~ PAVEMENT 4" (100) AS SHOWN AS SHOWN 4 4" (100) DOUBLE YELLOW (NARROW) 8" (200) CTS. IN THE PLANS IN THE PLANS 4" (100) YELLOW 1 8 5 12" (300) SOLID WHITE *80' (24.4 m)

6 RESERVED 10' 30' 10' EDGE STRIPE TO END (3.05 m) (9.15 m) (3.05 m) 7 6" (150) SKIP-DASH (WHITE) AT RADIUS SIDEROAD C 2 OR 4 80' (24.4 m) O.C. 8 4" (100) SOLID (WHITE) TRAFFI * 45° 9•" (240) 12" 3•" (90) SIDESTREET 15" (380) 7" (180) (300) (NOT STRIPED) 9 12" (300) DIAGONAL (WHITE) 45° 12" ~ PAVEMENT 1•" (40) (300) TRAFFI 80' (24.4 m) O.C. 10 6" (150) SOLID (WHITE) C * 1 ~ STRIPE (TYP.) 4 ~ PAVEMENT

11 24" (600) STOP BAR (WHITE) SINGLE NO PASSING DOUBLE NO PASSING

12 8" (200) SOLID (WHITE)

REDUCE TO 40' (12.2 m) O.C. ON * 13 4" (100) PARKING WHITE CURVES WITH POSTED OR ADVISORY

SPEEDS OF 45 mph (70 km/h) OR LESS. ) 0 24" " 12" 0 2 1 3

(600) ( (300)

2" (50) 2" (50) 2" (50) MIN. MIN. STRIPE(S) MARKER

AVOID RESURFACING OR PAVING JOINTS SEE ARTICLES 780.04 AND 781.03(a) R R O O T T TYPICAL PAVEMENT MARKERS LEGEND

N N I I G G O O N N I I J J TWO-WAY AMBER MARKER C C

A A G G F F N N I I R R V V U U ONE-WAY AMBER MARKER

A RELATIONSHIP OF STRIPES, A S S P P E E

R MARKERS AND JOINTS R ONE-WAY CRYSTAL MARKER

RAISED REFLECTIVE PAVEMENT MARKERS 3 @ 40' O.C. 3 @ 40' O.C. (12.2 m) (12.2 m)

40' (12.2 m) 40' O.C. O.C. (TYP.) (12.2 m) 3 MARKERS MIN. FOR TURN LANE BAY (TYP.) ** . C . O

) m

2 .

1 ** (

' 4

40' O.C. 40' O.C. (12.2 m) (12.2 m)

NOT TO SCALE

STRIPED SIDEROAD Note: All dimensions are in INCHES OR SIDESTREET ** REDUCE SPACING IF NECESSARY TO ASSURE (millimeters) unless otherwise shown. MARKERS AT CORNER POINTS. DISTRICT 7 DETAIL NO. 78000001

F.A.P. TOTAL SHEET FILE NAME = USER NAME = steffenmk DESIGNED - REVISED - SECTION COUNTY PAVEMENT MARKING AND RAISED REFLECTIVE PAVEMENT MARKERS RTE. SHEETS NO. pw:\\planroom.dot.illinois.gov:PWIDOT\Documents\IDOT Offices\District 7\Projects\74464\CADData\CADsheets\D774464-sht-detail.dgnDRAWN - REVISED - STATE OF ILLINOIS 828 106RS-2 * 13 10 PLOT SCALE = 100.0000 ' / in. CHECKED REVISED (RURAL & URBAN APPLICATIONS) - - DEPARTMENT OF TRANSPORTATION *EFFINGHAM, CLAY CONTRACT NO. 74664

PLOT DATE = 3/13/2020 DATE - REVISED - SCALE: SHEET NO. 1 OF 4 SHEETS STA. TO STA. ILLINOIS FED. AID PROJECT

URBAN LEFT TURN D A O R

E

D 15'-25' (4.6 m - 7.6 m) I . ) S OR AS SHOWN IN PLANS COMMERCIAL ENTRANCE

N 22' - 26' 20' MIN. m I

PLACE THE ARROW 18' (5.5 m) BACK FROM STOP BAR

M (6.7 m - 7.9 m) (6.1 m) 4 . PLACE ANOTHER ARROW EVEN WITH THE BEGINNING ' 2 ( 8 OF THE SOLID WHITE LINE. SPACE ADDITIONAL ARROWS EVENLY UP TO 80' (24.4 m) MAXIMUM SPACING. N S 12" 12" W EDGE OF PAVEMENT 80' (24.4 m) O.C. N 13 O * A 24" (300) (300) H L (600) S P 80' (24.4 m) MAXIMUM SPACING; ALSO 18'

15'

S N (4.6 m) NO LESS THAN 2 ARROWS WILL BE USED (5.5m) I A N S W N 7 O A 40' (12.2 m) H L S

P O.C. (TYP.)

4 S N I A N N S S W W N N O O A A 10 H

1 H L 30' (9.1 m) 2 L S S P 1 P

10 11 S S N N I I A A N S W N O 40' (12.2 m) O.C. A 40' (12.2 m) O.C. (TYP.) H L MIN. S P 3 MARKERS MIN. FOR

4' 7 TURN LANE BAY (TYP.) S N (1.2m) I A ** N S W N O A LENGTH AS SHOWN IN THE PLANS H L S P

S EDGE OF PAVEMENT N I A

D PRIVATE ENTRANCE A O R

E D I S *REDUCE TO 40 FEET (12.2 METERS) SPACING ON CURVES WHERE ADVISORY SPEEDS ARE 10 MPH (15 km/h) LOWER THAN POSTED SPEEDS. CROSSWALK WIDTH 6' (1.8m) OR AS SHOWN IN THE PLANS **DOUBLE LANE LINE MARKERS SHALL BE SPECIFIED AND SPACED AS SHOWN IN HIGHWAY STANDARD 781001 FOR MULTI-LANE DIVIDED AND UNDIVIDED 5 HIGHWAYS. ) m ' 8 6

PAVEMENT MARKING LEGEND . 1 (

GENERAL NOTES 10' 30' 10' (3.05 m) (9.15 m) (3.05 m) 1 4" (100) SKIP-DASH (YELLOW) 1. TURN ARROW PAIRS SHALL BE PLACED AT 250'(75 m) 24" SPACE TYP. 12" WHITE TYP. INTERVALS AND SHALL BE EVENLY SPACED BETWEEN (600) (300) BOTH ENDS OF THE BIDIRECTIONAL LEFT TURN LANE. 2 4" (100) SOLID (YELLOW) 12" (300) USE A MINIMUM OF TWO PAIRS PER BLOCK. 45° TRAFFIC CROSSWALK DETAIL 2. THE SOLID YELLOW PAVEMENT MARKINGS 2 SHOULD 3 12" (300) DIAGONAL (YELLOW) GENERALLY START OR END NEAR THE RADIUS POINT (DECATUR CITY LIMITS ONLY) TRAFFIC 4" (100) OF EACH STREET RETURN EXCEPT WHERE ONE OR BOTH ENDS WOULD INCLUDE STOP BARS. 4 4" (100) DOUBLE YELLOW (NARROW) 8" (200) CTS. 3. THE SKIP-DASH PAVEMENT MARKINGS 1 OR 7 SHOULD 5 12" (300) SOLID WHITE BE CENTERED BETWEEN BOTH ENDS OF EACH CITY BLOCK AND SHALL BE PLACED SO THEY LINE UP ACROSS FROM EACH OTHER. 6 RESERVED 2'-2" 10' 30' 10' 4. USE LARGE ARROW SIZE FOR BOTH RURAL AND URBAN (660) (9.15 m) LOCATIONS. (SEE LAST PAGE OF SECTION 780x FOR (3.05 m) (3.05 m) 2'-11" 7 6" (150) SKIP-DASH (WHITE) SYMBOLS TABLE) (890)

5. LANE LINE EXTENSIONS SHALL BE THE SAME COLOR ) ) ) " " m " 0 0

C 7 8 4" (100) SOLID (WHITE) AFFI AND WIDTH AS THE LANE LINE BEING EXTENDED. 7 TR 0 9 9 - -

45° ) ' 0 ' - 7 7 ' ( ( 2 12" 8 2 m " . 6

1 (300) 0 (

9 12" (300) DIAGONAL (WHITE) 0 2'-2" R. - ' 45° 12" 8 . 6

(300) (660) 1 ( TRAFF 10 6" (150) SOLID (WHITE) IC 8'-0" 16'-0" 8'-0" )

" 2'-2"

0 (2.4 m) (4.8 m) (2.4 m) 0

11 24" (600) STOP BAR (WHITE) 0 (660) - ' 6' TYP. 3 8'-0" ( 1 (1.8 m) (2.4 m) 3'-4" R. 12 8" (200) SOLID (WHITE) 24" TYP. 24" TYP. (1.02 m) TYPICAL DOUBLE (600) (600) LEFT ARROW TURN ARROWS (WHITE) 13 4" (100) PARKING WHITE REVERSE FOR RIGHT ARROW

) NOT TO SCALE AREA = 15.6 SQ. FT. (1.47 m2 ) 0

" LANE LINE EXTENSIONS 24" 12" 0 2 Note: All dimensions are in INCHES

1 (WHITE) 3

(600) ( (300) (millimeters) unless otherwise shown.

DISTRICT 7 DETAIL NO. 78000001

F.A.P. TOTAL SHEET FILE NAME = USER NAME = steffenmk DESIGNED - REVISED - SECTION COUNTY PAVEMENT MARKING AND RAISED REFLECTIVE PAVEMENT MARKERS RTE. SHEETS NO. pw:\\planroom.dot.illinois.gov:PWIDOT\Documents\IDOT Offices\District 7\Projects\74464\CADData\CADsheets\D774464-sht-detail.dgnDRAWN - REVISED - STATE OF ILLINOIS 828 106RS-2 * 13 11 PLOT SCALE = 100.0000 ' / in. CHECKED REVISED (RURAL & URBAN APPLICATIONS) - - DEPARTMENT OF TRANSPORTATION *EFFINGHAM, CLAY CONTRACT NO. 74464

PLOT DATE = 3/13/2020 DATE - REVISED - SCALE: SHEET NO. 2 OF 4 SHEETS STA. TO STA. ILLINOIS FED. AID PROJECT

ISLAND PAVEMENT MARKING LEGEND

10' 30' 10' (3.05 m) (9.15 m) (3.05 m) 1 4" (100) SKIP-DASH (YELLOW)

GENERAL NOTES 2 4" (100) SOLID (YELLOW) 12" (300) 45°

L TRAFFIC

EDGE OF E E

V 1. RAISED AND CORRUGATED MEDIANS SHALL BE OUTLINED 3 12" (300) DIAGONAL (YELLOW) N

PAVEMENT A E

A WITH 2 IF PRESENT. R T

L TRAFFIC

T 4" (100) U

O H F R G 2. SOME OF THE INFORMATION INCLUDED WITH THIS 4 4" (100) DOUBLE YELLOW (NARROW) 8" (200) CTS. O

U

O Y DETAIL MAY NOT BE APPLICABLE TO THIS IMPROVEMENT. N R 1 R

( 8 O

5 H ' A .5 I 5 12" (300) SOLID WHITE T D T

m 3. PAVEMENT MARKINGS ARE TO BE EXTENDED THROUGH N

) C F O E

O OMISSIONS WHEN APPLICABLE. C

R R

A E I 6 RESERVED D E S D 10' 30' 10' I G U 4. FINAL PAVEMENT MARKINGS SHALL BE IN PLACE PRIOR S 45° D I (3.05 m) (9.15 m) (3.05 m) N E A TO PLACING ANY RAISED REFLECTIVE PAVEMENT MARKERS. P S 7 6" (150) SKIP-DASH (WHITE) L A S N H S O W 5. THE FOLLOWING CRITERIA SHALL BE USED FOR SELECTING N THE DIAGONAL PAVEMENT MARKING SPACING: 8 4" (100) SOLID (WHITE) TRAFFIC 45° 12" (300) 9 <30 MPH (<50 km/h) 15' (4.5 m) 9 12" (300) DIAGONAL (WHITE) 12" 30-45 MPH (50-75 km/h 20' (6.0 m) 45° (300) >45 MPH (>75 km/h 30' (9.0 m) TRAFF 10 6" (150) SOLID (WHITE) IC 12

11 24" (600) STOP BAR (WHITE)

45° 12 8" (200) SOLID (WHITE)

EDGE OF THROUGH LANE 10' 13 4" (100) PARKING WHITE

(3.0m) ) 0 24" " 12" 0 2 1 3

PRIMARY ROUTE (600) ( (300) DIRECTION OF TRAVEL

RURAL LEFT TURN STRIPING

8 18' BEGIN DIAGONAL WHEN 36" (900) (5.5m) 4 200' R 8 (61 m) 4 4 10 * 1 2' (600 mm) R * 8

3 3 45° 500' (164 m) MIN. NO PASSING ZONE

8 4

4 15' - 25' (4.6 m - 7.6 m) OR AS SHOWN IN PLANS 8

STRIPED SIDEROAD OR SIDESTREET SEE GENERAL NOTE #5 * PLACE AN ARROW 18' (5.5 m) BACK FROM STOP BAR. PLACE ANOTHER ARROW EVEN WITH THE BEGINNING OF THE SOLID WHITE LINE. SPACE ADDITIONAL ARROWS EVENLY UP TO 80' (24.4 m) MAXIMUM SPACING. USE MINIMUM OF 2 ARROWS.

NOT TO SCALE

Note: All dimensions are in INCHES (millimeters) unless otherwise shown.

DISTRICT 7 DETAIL NO. 78000001

F.A.P. TOTAL SHEET FILE NAME = USER NAME = steffenmk DESIGNED - REVISED - SECTION COUNTY PAVEMENT MARKING AND RAISED REFLECTIVE PAVEMENT MARKERS RTE. SHEETS NO. pw:\\planroom.dot.illinois.gov:PWIDOT\Documents\IDOT Offices\District 7\Projects\74464\CADData\CADsheets\D774464-sht-detail.dgnDRAWN - REVISED - STATE OF ILLINOIS 828 106RS-2 * 13 12 PLOT SCALE = 100.0000 ' / in. CHECKED REVISED (RURAL & URBAN APPLICATIONS) - - DEPARTMENT OF TRANSPORTATION *EFFINGHAM, CLAY CONTRACT NO. 74464

PLOT DATE = 3/13/2020 DATE - REVISED - SCALE: SHEET NO. 3 OF 4 SHEETS STA. TO STA. ILLINOIS FED. AID PROJECT

PAVEMENT MARKINGS AT RAILROAD-HIGHWAY GRADE CROSSING PAVEMENT MARKING LEGEND

10' 30' 10' APPROXIMATELY 15' (4.5 m) 4 (9.15 m) OR 8' (2.4 m) BACK FROM (3.05 m) (3.05 m) 8' (2.4 m) OR 1 4" (100) SKIP-DASH (YELLOW) AND PARALLEL TO GATE, AS DIRECTED BY IF PRESENT. THE ENGINEER. 2 4" (100) SOLID (YELLOW) 12" (300) 45° TRAFFIC

3 12" (300) DIAGONAL (YELLOW) TRAFFIC 11 4" (100) 4 4 4" (100) DOUBLE YELLOW (NARROW) 8" (200) CTS. ) ) m ' m '

0

1 5 12" (300) SOLID WHITE 6 . 8 2 . 6 1 ( 4 ( 6 RESERVED 11 11 11 10' 30' 10' (3.05 m) (9.15 m) (3.05 m) 6" STD. R 1 ) 7 6" (150) SKIP-DASH (WHITE) 00 * (4

8 4" (100) SOLID (WHITE) TRAFFIC 10' 15' USE TABLE 2C-4 FROM THE 45° NOTES 12" (3.05 m) (4.5 m) MUTCD MANUAL FOR THIS DISTANCE (300) 9 12" (300) DIAGONAL (WHITE) LANE ~ 12" 25' 25' THE TRAVERSE SPREAD OF THE "X" 45° (300) (7.6 m) (7.6 m) * Minimum Distance MAY VARY ACCORDING TO LANE WIDTH. TRAFF 400' for 55 MPH 10 6" (150) SOLID (WHITE) IC 50' 250' for 45 MPH ON MULTI-LANE ROADS, THE STOP LINES (15.2 m) 100' for 35 MPH or Less SHALL EXTEND ACROSS ALL APPROACH LANES AND SEPARATE RXR SYMBOLS SHALL 11 24" (600) STOP BAR (WHITE) BE PLACED ADJACENT TO EACH OTHER IN EACH LANE. 12 8" (200) SOLID (WHITE) WHEN THE PAVEMENT MARKING SYMBOL IS USED, A PORTION OF THE SYMBOL 13 4" (100) PARKING WHITE SHOULD BE LOCATED DIRECTLY ADJACENT

TO THE ADVANCE WARNING SIGN (W10-1) ) 0 AS PLACED BY TABLE II-1, CONDITION B 24" " 12" 0 2 1 OF THE MUTCD. 3

(600) ( (300)

RAILROAD CROSSING WITH INTERCONNECT ONLY RAILROAD CROSSING WITH INTERCONNECT AND PRE-SIGNALS

15' FROM NEAR RAIL 15' FROM NEAR RAIL 8' FROM PARALLEL TO GATE 8' FROM PARALLEL TO GATE IF PRESENT IF PRESENT

11 (RR STOP LINE) 11 (RR STOP LINE)

GENERAL NOTES 12 12 4

12 1. SUPPLEMENTAL PAVEMENT MARKINGS TO BE INSTALLED ONLY ON APPROACHES TO INTERSECTIONS CONTROLLED BY TRAFFIC SIGNALS WHICH ARE INTERCONNECTED 11 11 WITH THE RAILROAD WARNING SIGNALS. ' 4 ' 8 8 (RR STOP LINE)11 12 2. EXTEND PAVEMENT MARKINGS TO THE INTERSECTION ONLY WHERE NEAR-SIDE 45° 45° TRAFFIC SIGNALS ARE USED.

10'

CAUTION NEAR-SIDE TRAFFIC SIGNAL

XX FT STOP NO BETWEEN HERE ON (R10-6) TURN (R10-11) TRACKS AND GREATER THAN 81' RED ON RED HIGHWAY

DO NOT DO NOT DO NOT STOP STOP STOP ON ON ON TRACKS TRACKS TRACKS

(R8-8) (R8-8) (R8-8) NOT TO SCALE

Note: All dimensions are in INCHES SUPPLEMENTAL PAVEMENT MARKING TREATMENT FOR RAILROAD-HIGHWAY GRADE CROSSING (millimeters) unless otherwise shown.

DISTRICT 7 DETAIL NO. 78000001

F.A.P. TOTAL SHEET FILE NAME = USER NAME = steffenmk DESIGNED - REVISED - SECTION COUNTY PAVEMENT MARKING AND RAISED REFLECTIVE PAVEMENT MARKERS RTE. SHEETS NO. pw:\\planroom.dot.illinois.gov:PWIDOT\Documents\IDOT Offices\District 7\Projects\74464\CADData\CADsheets\D774464-sht-detail.dgnDRAWN - REVISED - STATE OF ILLINOIS 828 106RS-2 * 13 13 PLOT SCALE = 100.0000 ' / in. CHECKED REVISED (RURAL & URBAN APPLICATIONS) - - DEPARTMENT OF TRANSPORTATION *EFFINGHAM, CLAY CONTRACT NO. 74464

PLOT DATE = 3/13/2020 DATE - REVISED - SCALE: SHEET NO. 4 OF 4 SHEETS STA. TO STA. ILLINOIS FED. AID PROJECT