VILLAGE OF ALGONQUIN SLEEPY HOLLOW ROAD...

FILE NAME: N:\ALGONQUIN\070273\070273.00089\Civil\CVR_070273_89ph2.sht

LOCATION

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CLIENT :

LOCATION / VICINITY MAP

WITH THE FOLLOWING:

COUNTY

CITY-TOWNSHIP

48 HOURS BEFORE YOU DIG.EXCLUDING SAT., SUN., & HOLIDAYS

IDOT STANDARDS

DATEENGINEER

______________________________

6/4/2

019

jlapaglia

CALL JULIE 811

847-658-2759

ALGONQUIN, ILLINOIS 60102

2200 HARNISH DRIVE

Village of Algonquin

VILLAGE OF ALGONQUIN

MCHENRY

ALGONQUINILLINOIS REGISTRATION No. 062-053708

EXPIRATION DATE: 11/30/2019

OF

ENGINEER

PROFESSIONAL

REGISTERED

062-053708

ILLINOIS

LE

E M. FELL

JERRY KAUTZ

Village Clerk:

ROBERT MITCHARD

Public Works Director:

TIM SCHLONEGER

Village Manager:

JIM STEIGERT

JOHN SPELLA

DEBBY SOSINE

JANIS JASPER

JERRY GLOGOWSKI

LAURA BREHMER

Village Trustees:

JOHN SCHMITT

Village President:

LOCATIONPROJECT

PROJECT # VoA15-04-16C

SLEEPY HOLLOW ROAD REHABILITATION

LEE M. FELL, PE

TITLE:

EXPIRATION DATE: 05/30/19

PROFESSIONAL DESIGN FIRM NO. 184-001175

NO. DATE NATURE OF REVISION CHKD.

1 3/11/19 REVISED PER VILLAGE SCOPE UPDATE LMF

LMF2 4/22/19 REVISED PER VILLAGE COMMENTS

66-88 Cross Sections

Lighting Details

64-65 Lighting Improvements

Lighting Plan


Removal Plan


General Notes and Legend

56 Lighting Improvements

Details

55 Segmental Concrete Block Wall

General Plan and Elevation

54 Proposed Concrete Block Wall

Section and Detail

53 Segmental Concrete Block Wall

Rail Post Details

52 Proposed Boardwalk Structure

Sections and Details


General Plan and Elevation


46-49 Construction Details

40-45 ADA Ramp Grading Plans

34-39 Pavement Marking Plan

Proposed Island Improvements

33 Wynnfield Drive Intersection -

Proposed Island Improvements

32 Haverford Drive Intersection -

20-31 Proposed Roadway Plan and Profile

Removal Plan

14-19 Existing Conditions and

11-13 Alignment, Ties and Benchmarks

8-10 Detour Plans

6-7 Typical Sections

4-5 Earthwork Schedule

and Repair Descriptions

3 Summary of Quantities

2 General Notes

1 Cover Sheet

TYPICAL PAVEMENT MARKINGS

STD. TC 13 DISTRICT ONE

AND DRIVEWAYS

FOR SIDE ROADS, INTERSECTIONS,

STD. TC 10 TRAFFIC CONTROL AND PROTECTION

STD. BD 32 BUTT JOINT AND HMA TAPER DETAILS

DAY LABOR MAINTENANCE

STD. BLR 18-6 TRAFFIC CONTROL DEVICES -

DAY LABOR CONSTRUCTION

STD. BLR 17-4 TRAFFIC CONTROL DEVICES -

STD. 780001-05 TYPICAL PAVEMENT MARKINGS

STD. 701901-08 TRAFFIC CONTROL DEVICES

CLOSURE

STD. 701801-06 SIDEWALK, CORNER, OR CROSSWALK

INTERSECTION

STD. 701701-10 URBAN LANE CLOSURE, MULTILANE

UNDIVIDED

STD. 701501-06 URBAN LANE CLOSURE, 2L, 2W,

STD. 631011-10 TRAFFIC BARRIER TERMINAL, TYPE 2

STD. 630001-12 STEEL PLATE BEAM GUARDRAIL

AND GUTTER

COMBINATION CONCRETE CURB

STD. 606001-07 CONCRETE CURB TYPE B AND

STD. 604001-04 FRAME AND LIDS - TYPE 1

STD. 602701-02 MANHOLE STEPS

FLAT TOP SLAB

STD. 602601-07 PRECAST REINFORCED CONCRETE

STD. 602401-05 MANHOLE - TYPE A

STD. 602301-04 INLET - TYPE A

STD. 602001-02 CATCH BASIN - TYPE A

STD. 424021-05 DEPRESSED CORNER FOR SIDEWALKS

STD. 424016-05 MID-BLOCK CURB RAMPS FOR SIDEWALKS

SIDEWALKS

STD. 424001-11 PERPENDICULAR CURB RAMPS FOR

STD. 280001-07 TEMPORARY EROSION CONTROL SYSTEMS

AND PATTERNS

STD. 000001-07 STANDARD SYMBOLS, ABBREVIATIONS,

N.T.S.

MCHENRY COUNTY, ILLINOIS.

VILLAGE OF ALGONQUIN,

SLEEPY HOLLOW ROAD IN THE

THIS PROJECT IS LOCATED ON

AND MEANS/METHODS OF CONSTRUCTION

AS WELL AS SUPERVISION/DIRECTION

RESPONSIBLE FOR JOB SITE SAFETY,

THE CONTRACTOR SHALL BE SOLELY

LMF3 5/16/19 CONSTRUCTION SET REVISIONS

6 / 4 / 2019

CONSTRUCTION SET4 CONSTRUCTION SET REVISIONS LMF6/4/19

1

~

VARIES VARIES

R/

W

EXISTING TYPICAL SECTION

~

R/

W

2% MIN. (VARIES) 2% MIN. (VARIES)

PROPOSED TYPICAL SECTION

LEGEND

EXISTING GROUND

11

2

9

10

13

7A 8

R/

WR/

W

7A

4. THE HIGH SIDE OF THE ROADWAY SHALL BE PAVED FIRST.

3. FOR "PERCENT OF RAP" SEE DISTRICT ONE SPECIAL PROVISIONS.

MIXTURE IS 112 LBS/SY/IN.

1. THE UNIT WEIGHT USED TO CALCULATE ALL HOT-MIX ASPHALT SURFACE

SPECIAL PROVISIONS.

"AC TYPE" SHALL BE "PG 64-22" UNLESS MODIFIED BY DISTRICT ONE

SHALL BE "SBS/SBR PG 76-22" AND FOR NON-POLYMERIZED HMA THE

2. THE "AC TYPE" FOR POLYMERIZED HMA MIXES

NOTES:

VARIES: 28'-38'

VARIES: 28'-38'

43.5'43.5'

43.5'43.5'

2

3

4

5

6

7A

7B

8

9

ROADWAY CORE DETAILS

7B

16

12

15

8'

THICKNESS

ASPHALT TOTAL

THICKNESS

SURFACE

THICKNESS

BINDER

THICKNESS

SUBBASE

NUMBER

CORE

1

STRUCTURAL NUMBER

3:13:1

11

10

14

0.15 GAL/SQ YD

54.0 LBS/SQ YD

10-INCHES

8.0% - 9.5%

5.0%

95% OF MAXIMUM DRY DENSITY (TREATED)

7.6% (VERIFY AFTER INITIAL PULVERIZATION)

140.8 PCF (VERIFY AFTER INITIAL PULVERIZATION)

6

5

4

3

2

1

6"

3.5"

3"

3"

3"

2.5"

6"

3.5"

3"

2"

3"

2.5"

NP

NP

NP

NP

NP

NP

10"

6.5"

5.5"

7"

7"

6.5"

9.5"

6"

5"

3.5"

4.5"

9"

9.5"

6"

5"

3.5"

1.25"

6.5"

NP

NP

NP

NP

3.25"

2.5"

3.5"

6"

9"

12.5"

19.5"

7"

12

11

10

9

8

7

THICKNESS

SUBBASE

THICKNESS

BINDER

THICKNESS

SURFACE

THICKNESS

ASPHALT TOTAL

NUMBER

CORE

MULTI-USE PATH CORE DETAILS

8' VARIES

5'-15'

VARIES

5'

VARIES

17'-21'

VARIES

17'-21'

5'

EXISTING GROUND

5'-15'

15

14

13

4

4

16

18

16

9

10

1.5' MIN.

11

16 16

16

BASE STABILIZATION, 10" (WITH CEMENT) NOTES:

SPECIFICATIONS.

IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS AS STATED BELOW AND IN THE

2. BASE STABILIZATION, 10" (WITH CEMENT) SHALL BE PERFORMED

1-INCH. THE CONTRACTOR SHALL ACCOUNT FOR THIS INCREASE IN ELEVATION.

FULL DEPTH RECLAMATION PROCESS WILL INCREASE PAVEMENT ELEVATION

1. IT HAS BEEN ESTIMATED THAT THE ADDITION OF THE CEMENT DURING THE

STA. 152+29.35 - STA. 173+16.46OMISSION: STA. 114+74.41 - STA. 126+92.71

STA. 107+00 - STA. 114+74.41


STA. 107+00 - STA. 114+74.41

16

17

18

19

PATHMULTI-USE

PATHMULTI-USE

14

19

176

6

TYPICAL SECTIONSBASE STABILIZATION

1'

CONSTRUCTION SEQUENCE:

4. BASE STABILIZATION, 10"

3. CURB AND GUTTER REPLACEMENT

2. CURB AND GUTTER REMOVAL

1. HOT-MIX ASPHALT SURFACE REMOVAL, 4"

APPLICATION RATE (PRIME COAT):

APPLICATION RATE (CEMENT):

TREATMENT DEPTH:

FIELD MOISTURE CONTENT:

ACTUAL TREATMENT RATE:

FIELD CONTROLS

MINIMUM COMPACTION REQUIREMENT:

OPTIMUM MOISTURE CONTENT:

MAXIMUM DRY DENSITY (TREATED):

BASE STABILIZATION DESIGN CRITERIA

GEOTECHNICAL FABRIC FOR GROUND STABILIZATION

(1' MINIMUM PER ENGINEER)

AGGREGATE SUBGRADE IMPROVEMENT

REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL

AND GUTTER REMOVAL AND REPLACEMENT, SPECIAL)

(INCIDENTAL TO COMBINATION CONCRETE CURB

-ANY NECESSARY FURNISHED EXCAVATION

-FERTILIZER NUTRIENTS

-EROSION CONTROL BLANKET (NETLESS / UN-NETTED)

-SEEDING, CLASS 2A

-TOPSOIL, FURNISH AND PLACE, 6"

LANDSCAPE RESTORATION:

AGGREGATE BASE COURSE, TYPE B, 6" (CA-6)

N50 - 2"

HOT-MIX ASPHALT SURFACE COURSE, MIX "D",

N50 - 2.25"

HOT-MIX ASPHALT BINDER COURSE, IL-19.0,

AGGREGATE BASE COURSE, TYPE B, 12"

PROPOSED CURB AND GUTTER)

EXCAVATION (INCLUDED IN THE COST OF THE

COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12

CURB AND GUTTER REMOVAL AND REPLACEMENT)

(INCIDENTAL TO COMBINATION CONCRETE

SUB-BASE GRANULAR MATERIAL, TYPE B, 4"

HOT-MIX ASPHALT SURFACE REMOVAL, 4"

PAVEMENT REMOVAL (8")

BASE STABILIZATION, 10" (WITH CEMENT)

EXISTING CURB AND GUTTER REMOVAL

EARTH EXCAVATION (16.25")

EXISTING SIDEWALK

EXISTING CURB AND GUTTER

(3.5" TO 19.5" - SEE CORES BELOW)

EXISTING AGGREGATE BASE COURSE


EXISTING HOT-MIX ASPHALT PAVEMENT HOT-MIX ASPHALT MIXTURE REQUIREMENTS

HOT-MIX ASPHALT SURFACE COURSE,

4% @ 50 GYR.

ITEM VOIDS

4% @ 50 GYR.HOT-MIX ASPHALT BINDER COURSE

IL-19.0, N50 - 2.25"

(SLEEPY HOLLOW ROAD)


MIX "D", N50 (IL 9.5 mm), 2"


MIX "D", N50 (IL 9.5 mm), 2"

3.5% @ 50 GYR.

(MULTI-USE PATH)**

BE LOW AIR VOID MIXTURE (3.5% AIR VOIDS; PG58-22/58-28)

**MULTI-USE PATH HOT-MIX ASPHALT SURFACE COURSE SHALL

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6

EXISTING TYPICAL SECTION

LEGEND

HOT-MIX ASPHALT MIXTURE REQUIREMENTS

4. THE HIGH SIDE OF THE ROADWAY SHALL BE PAVED FIRST.

3. FOR "PERCENT OF RAP" SEE DISTRICT ONE SPECIAL PROVISIONS.

MIXTURE IS 112 LBS/SY/IN.

1. THE UNIT WEIGHT USED TO CALCULATE ALL HOT-MIX ASPHALT SURFACE

SPECIAL PROVISIONS.

"AC TYPE" SHALL BE "PG 64-22" UNLESS MODIFIED BY DISTRICT ONE

SHALL BE "SBS/SBR PG 76-22" AND FOR NON-POLYMERIZED HMA THE

2. THE "AC TYPE" FOR POLYMERIZED HMA MIXES


4% @ 50 GYR.

ITEM VOIDS

NOTES:

4% @ 50 GYR.HOT-MIX ASPHALT BINDER COURSE

IL-19.0, N50 - 2.25"



MIX "D", N50 (IL 9.5 mm), 2"


TYPICAL SECTIONSROADWAY WIDENING

GRANULAR MATERIAL, TYPE B, 4".

DOES NOT INCLUDE THE EXCAVATION FOR THE PROPOSED SUB-BASE

5. THE EARTH EXCAVATION QUANTITIES SHOWN IN THE CROSS SECTIONS STA. 123+70.64 - STA. 152+29.35

MIX "D", N50 (IL 9.5 mm), 2"

THICKNESS

ASPHALT TOTAL

THICKNESS

SURFACE

THICKNESS

BINDER

THICKNESS

SUBBASE

NUMBER

CORE

6

5

4

3

2

1

6"

3.5"

3"

3"

3"

2.5"

6"

3.5"

3"

2"

3"

2.5"

NP

NP

NP

NP

NP

NP

10"

6.5"

5.5"

7"

7"

6.5"

9.5"

6"

5"

3.5"

4.5"

9"

9.5"

6"

5"

3.5"

1.25"

6.5"

NP

NP

NP

NP

3.25"

2.5"

3.5"

6"

9"

12.5"

19.5"

7"

12

11

10

9

8

7

THICKNESS

SUBBASE

THICKNESS

BINDER

THICKNESS

SURFACE

THICKNESS

ASPHALT TOTAL

NUMBER

CORE

ROADWAY CORE DETAILSMULTI-USE PATH CORE DETAILS

~

VARIES VARIES

R/

W

~

R/

W

2% MIN. (VARIES) 2% MIN. (VARIES)

EXISTING GROUND

6

11

2

9

10

7A 8

R/

WR/

W

7A

VARIES: 28'-38'

VARIES: 28'-38'

43.5'43.5'

43.5'43.5'

7B

8'

1

3:13:1

1.5' MIN.

8' VARIES

5'-15'

VARIES

5'

VARIES

1.5' MIN.

VARIES

5'

EXISTING GROUND

13

14

PROPOSED TYPICAL SECTION

3'-18'

6'-21'

5'-12'

4

16

9

10

4

6

11

12

12

WIDENING WIDENING

5

5



1

2

3

4

5

6

7A

7B

8

9

12

11

10

15

14

13

16

17

18

19

PATHMULTI-USE

16

19

16

15

16

16

1418

17

TO THE BASE STABILIZATION PROCESS TO ENSURE A UNIFORM BASE.

(AGGREGATE BASE COURSE, TYPE B, 12") SHALL BE PLACED PRIOR

6. ALL MATERIALS REQUIRED TO WIDEN THE ROADWAY

1'

CONSTRUCTION SEQUENCE:

4. BASE STABILIZATION, 10"

3. CURB AND GUTTER REPLACEMENT

(AGGREGATE BASE COURSE, TYPE B, 12")

4. PLACE WIDENING MATERIALS

2. CURB AND GUTTER REMOVAL

1. HOT-MIX ASPHALT SURFACE REMOVAL, 4"

0.15 GAL/SQ YD

54.0 LBS/SQ YD

10-INCHES

8.0% - 9.5%

5.0%

95% OF MAXIMUM DRY DENSITY (TREATED)

7.6% (VERIFY AFTER INITIAL PULVERIZATION)

140.8 PCF (VERIFY AFTER INITIAL PULVERIZATION)

APPLICATION RATE (PRIME COAT):

APPLICATION RATE (CEMENT):

TREATMENT DEPTH:

FIELD MOISTURE CONTENT:

ACTUAL TREATMENT RATE:

FIELD CONTROLS

MINIMUM COMPACTION REQUIREMENT:

OPTIMUM MOISTURE CONTENT:

MAXIMUM DRY DENSITY (TREATED):

BASE STABILIZATION DESIGN CRITERIA

GEOTECHNICAL FABRIC FOR GROUND STABILIZATION

AGGREGATE SUBGRADE IMPROVEMENT

REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL

AND GUTTER REMOVAL AND REPLACEMENT, SPECIAL)

(INCIDENTAL TO COMBINATION CONCRETE CURB

-ANY NECESSARY FURNISHED EXCAVATION

-FERTILIZER NUTRIENTS

-EROSION CONTROL BLANKET (NETLESS / UN-NETTED)

-SEEDING, CLASS 2A

-TOPSOIL, FURNISH AND PLACE, 6"

LANDSCAPE RESTORATION:

AGGREGATE BASE COURSE, TYPE B, 6" (CA-6)

N50 - 2"

HOT-MIX ASPHALT SURFACE COURSE, MIX "D",

N50 - 2.25"

HOT-MIX ASPHALT BINDER COURSE, IL-19.0,

AGGREGATE BASE COURSE, TYPE B, 12"

PROPOSED CURB AND GUTTER)

EXCAVATION (INCLUDED IN THE COST OF THE

COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12

CURB AND GUTTER REMOVAL AND REPLACEMENT)

(INCIDENTAL TO COMBINATION CONCRETE

SUB-BASE GRANULAR MATERIAL, TYPE B, 4"

HOT-MIX ASPHALT SURFACE REMOVAL, 4"

PAVEMENT REMOVAL (8")

BASE STABILIZATION, 10" (WITH CEMENT)

EXISTING CURB AND GUTTER REMOVAL

EARTH EXCAVATION (16.25")

EXISTING SIDEWALK

EXISTING CURB AND GUTTER


EXISTING AGGREGATE BASE COURSE


EXISTING HOT-MIX ASPHALT PAVEMENT

3.5% @ 50 GYR.

(MULTI-USE PATH)**

BE LOW AIR VOID MIXTURE (3.5% AIR VOIDS; PG58-22/58-28)

**MULTI-USE PATH HOT-MIX ASPHALT SURFACE COURSE SHALL

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LMF070273.00089

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PAVEMENT MARKING PLAN

34

APPROXIMATE R.O.W. LINE

104 105+00

106 107

108 109

110+00STA. 107+00

PROJECT BEGINS

28'

DRIV

EH

OLLO

WSID

E

SLEEPY HOLLOW ROAD

300 LF (4" DOUBLE YELLOW) @ 2' O.C.

THERMOPLASTIC PAVEMENT MARKING LINE


110+00 111

112 113

114 115+00

116

28'

28'

23'

13'

34'

LANEHIGHMEADOW

SLEEPY HOLLOW ROAD +32



+73

26 LF, 24" STOP BAR (WHITE)


12" DIAGONALS (WHITE) @ 3' O.C., TYP.


134 LF, 6" CROSSWALK (WHITE)




OMISSION BEGINS

0 20

SCALE 1" = 20'

40

0 20

SCALE 1" = 20'

40

MATC

H LIN

E STA. 11

0+

00

MATC

H LIN

E STA. 11

0+

00

MATC

H LIN

E STA. 11

6+

00

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35

116 117

118 119

120+00 121 122

SLEEPY HOLLOW ROAD

PARKWAYLONGMEADOW

VP

122 123 124 125+00 126 127

34'

SLEEPY HOLLOW ROAD

+40

12" DIAGONALS (YELLOW) TYP.


OMISSION ENDS

0 20

SCALE 1" = 20'

40

MATC

H LIN

E STA. 11

6+

00

MATC

H LIN

E STA. 12

2+

00

MATC

H LIN

E STA. 12

2+

00

MATC

H LIN

E STA. 12

7+

50

0 20

SCALE 1" = 20'

40

TO BE INSTALLED BY KCDOT UNDER SEPARATE CONTACT.

PROPOSED PAVEMENT MARKINGS AT LONGMEADOW PARKWAY INTERSECTION

NOTE:

847-658-2759


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128 129 130+00 131 132 133

ON

LY

ONLYONLY

34'

34'

34'

44'

SLEEPY HOLLOW ROAD

DRIVEBARRETT

APPROXIMATE WETLAND LIMITS

12" CROSSWALK (WHITE) @ 3' O.C., TYP.


+11

+36





12" DIAGONALS (YELLOW) TYP.


6" CROSSWALK (WHITE)

MARKING LINE - 100 LF,

THERMOPLASTIC PAVEMENT



12" DIAGONALS (WHITE) @ 3' O.C., TYP.


+49

(YELLOW) TYP.MARKING LINE - 12" DIAGONALSTHERMOPLASTIC PAVEMENT

(YELLOW) TYP.MARKING LINE - 12" DIAGONALSTHERMOPLASTIC PAVEMENT

+34

266 LF (4" DOUBLE YELLOW) @ 2' O.C.THERMOPLASTIC PAVEMENT MARKING LINE

SYMBOLS, LETTERS AND ABBREVIATIONS, TYP.THERMOPLASTIC PAVEMENT MARKING LINE -

100 LF, 6" (WHITE)THERMOPLASTIC PAVEMENT MARKING LINE

DRIVE

CROSSING

CREEKS


40'


27 LF, 24" STOP BAR (WHITE)THERMOPLASTIC PAVEMENT MARKING LINE


S1-1, R1-5B, AND W16-7P SIGNS

SOLAR POWER INSTALLATION WITH

FLASHING BEACON, POST MOUNTED,

(WHITE) @ 3' O.C., TYP.

MARKING LINE 12" DIAGONALS

THERMOPLASTIC PAVEMENT




133 134 135+00 136 137 13834' 34'

SLEEPY HOLLOW ROAD

836 LF (4" DOUBLE YELLOW) @ 2' O.C.THERMOPLASTIC PAVEMENT MARKING LINE 12" DIAGONALS (YELLOW) TYP.


+68

0 20

SCALE 1" = 20'

40

0 20

SCALE 1" = 20'

40

MATC

H LIN

E STA. 12

7+

50

MATC

H LIN

E STA. 13

3+

00

MATC

H LIN

E STA. 13

3+

00

MATC

H LIN

E STA. 13

8+

50

847-658-2759


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37


139 140+00 141 142 143 144ONLY

ONLY

34'

34'

25'

CIRCLEFOSTER

SLEEPY HOLLOW ROAD

ENTRANCESCHOOL

COMMUNITY WESTFIELD

+52

+39

+69




+92


12" DIAGONALS (YELLOW) TYP.THERMOPLASTIC PAVEMENT MARKING LINE

+19



- 22 LF, 24" STOP BAR (WHITE)THERMOPLASTIC PAVEMENT MARKING LINE

6" CROSSWALK (WHITE)MARKING LINE - 64 LF, THERMOPLASTIC PAVEMENT

24" STOP BAR (WHITE)MARKING LINE - 22 LF, EPOXY PAVEMENT

12" DIAGONALS (WHITE) @ 3' O.C., TYP.EPOXY PAVEMENT MARKING LINE

134 LF, 6" CROSSWALK (WHITE)EPOXY PAVEMENT MARKING LINE



145+00 146 147 148 149 150+00ON

LY34'

34'

30'

LANESTONE RIDGE

ENTRANCESCHOOL

COMMUNITY WESTFIELD

SLEEPY HOLLOW ROAD

39 LF, 6" (WHITE)MARKING LINETHERMOPLASTIC PAVEMENT

(4" DOUBLE YELLOW) @ 2' O.C.MARKING LINE - 39 LF THERMOPLASTIC PAVEMENT

24" STOP BAR (WHITE)MARKING LINE - 22 LF, THERMOPLASTIC PAVEMENT

88 LF, 6" CROSSWALK (WHITE)THERMOPLASTIC PAVEMENT MARKING LINE




+87

TYP.SYMBOLS, LETTERS AND ABBREVIATIONS, THERMOPLASTIC PAVEMENT MARKING LINE,


+00

6", 2' DASH, 6' SKIP (WHITE) THERMOPLASTIC PAVEMENT MARKING LINE



+20

54 LF, 4" (YELLOW), PARKING STALLS


18'

9'

18'

24" STOP BAR (WHITE)MARKING LINE - 22 LF, EPOXY PAVEMENT

(WHITE) @ 3' O.C., TYP.MARKING LINE - 12" DIAGONALSEPOXY PAVEMENT

126 LF, 6" CROSSWALK (WHITE)EPOXY PAVEMENT MARKING LINE

31'

11'

11'

11'

0 20

SCALE 1" = 20'

40

0 20

SCALE 1" = 20'

40

MATC

H LIN

E STA. 13

8+

50

MATC

H LIN

E STA. 14

4+

50

MATC

H LIN

E STA. 14

4+

50

MATC

H LIN

E STA. 15

5+

50

LMF4 6/4/19 FIELD REVISIONS DUE TO WOW FIBER LOCATION

4

847-658-2759


2200 HARNISH DRIVE


LMF070273.00089

MEK

38 88

6/4/2019

CLIENT:

DRAWING NO.

SHEET OF

TITLE:



CHKD.

DSGN.

EDT

CHKD.

SCALE:

DWN.

20'

6/4/2019PLOT DATE:

jlapagliaCAD USER:

PROJ. NO.

PMKMODEL:

DATE:


38


151 152 153 154 155+00 156

ONLY

ONLY

28'

28'

28'

13' 22'

22' 14'

DRIVEWYNNFIELD

SLEEPY HOLLOW ROAD

+29








12" DIAGONALS (WHITE) @ 3' O.C., TYP.THERMOPLASTIC PAVEMENT MARKING LINE 104 LF, 6" CROSSWALK (WHITE)






+37


31'



157 158 159 160+00 161 162

28'

28'

SLEEPY HOLLOW ROAD


MATC

H LIN

E STA. 15

0+

50

MATC

H LIN

E STA. 15

6+

50

0 20

SCALE 1" = 20'

40

MATC

H LIN

E STA. 15

6+

50

MATC

H LIN

E STA. 162+

50

0 20

SCALE 1" = 20'

40

4

LMF4 6/4/19 FIELD REVISIONS DUE TO WOW FIBER LOCATION

847-658-2759


2200 HARNISH DRIVE


LMF070273.00089

MEK

39 88

6/4/2019

CLIENT:

DRAWING NO.

SHEET OF

TITLE:



CHKD.

DSGN.

EDT

CHKD.

SCALE:

DWN.

20'

6/4/2019PLOT DATE:

jlapagliaCAD USER:

PROJ. NO.

PMKMODEL:

DATE:


39


163 164 165+00 166 167 168

ONLY

ONLY

28'

28'

28'

22' 15'

21'14'

28'

DRIVEHAVERFORD

SLEEPY HOLLOW ROAD+64





12" CROSSWALK (WHITE) @ 3' O.C., TYP.THERMOPLASTIC PAVEMENT MARKING LINE,



+67



12" CROSSWALK (WHITE) @ 3' O.C., TYP.THERMOPLASTIC PAVEMENT MARKING LINE,


169 170+00 171 172 173 174

ONLYONLY

STA. 173+16.41

PROJECT ENDS

28'

37'

16'

16'

SLEEPY HOLLOW ROAD



+71

+94




+50

RO

AD

CO

UN

TY LIN

E

12" DIAGONALS (WHITE) @ 3' O.C., TYP.THERMOPLASTIC PAVEMENT MARKING LINE


0 20

SCALE 1" = 20'

40

MATC

H LIN

E STA. 16

2+

50

MATC

H LIN

E STA. 16

8+

50

MATC

H LIN

E STA. 16

8+

50

0 20

SCALE 1" = 20'

40

VILLAGE OF ALGONQUIN SLEEPY HOLLOW ROAD...

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