village of algonquin sleepy hollow road...
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FILE NAME: N:\ALGONQUIN\070273\070273.00089\Civil\CVR_070273_89ph2.sht
LOCATION
INDEX
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
60-63 Lighting Improvements
Removal Plan
57-59 Lighting Improvements
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
51 Proposed Boardwalk Structure
General Plan and Elevation
50 Proposed Boardwalk Structure
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. 152+29.35 - STA. 173+16.46OMISSION: STA. 114+74.41 - STA. 126+92.71
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
(3.5" TO 9.5" - SEE CORES BELOW)
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)
HOT-MIX ASPHALT SURFACE COURSE,
MIX "D", N50 (IL 9.5 mm), 2"
(SLEEPY HOLLOW ROAD)
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
847-658-2759
ALGONQUIN, ILLINOIS 60102
2200 HARNISH DRIVE
Village of Algonquin
LMF070273.00089
6/4/2019MEK
6 88
CLIENT:
DRAWING NO.
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TITLE:
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DWN.
N.T.S.
6/4/2019PLOT DATE:
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DATE:
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
HOT-MIX ASPHALT SURFACE COURSE,
4% @ 50 GYR.
ITEM VOIDS
NOTES:
4% @ 50 GYR.HOT-MIX ASPHALT BINDER COURSE
IL-19.0, N50 - 2.25"
(SLEEPY HOLLOW ROAD)
HOT-MIX ASPHALT SURFACE COURSE,
MIX "D", N50 (IL 9.5 mm), 2"
(SLEEPY HOLLOW ROAD)
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
STA. 126+92.71 - STA. 173+16.46OMISSION: STA. 114+74.41 - STA. 126+92.71
STA. 126+92.71 - STA. 173+16.46OMISSION: STA. 114+74.41 - STA. 126+92.71
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
(3.5" TO 19.5" - SEE CORES BELOW)
EXISTING AGGREGATE BASE COURSE
(3.5" TO 9.5" - SEE CORES BELOW)
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
847-658-2759
ALGONQUIN, ILLINOIS 60102
2200 HARNISH DRIVE
Village of Algonquin
LMF070273.00089
6/4/2019MEK
7 88
CLIENT:
DRAWING NO.
SHEET OF
TITLE:
NO. DATE NATURE OF REVISION
FILE NAME N:\ALGONQUIN\070273\070273.00089\Civil\TYP_02_070273_89ph2.sht
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SCALE:
DWN.
N.T.S.
6/4/2019PLOT DATE:
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7
847-658-2759
ALGONQUIN, ILLINOIS 60102
2200 HARNISH DRIVE
Village of Algonquin
LMF070273.00089
MEK
34 88
6/4/2019
CLIENT:
DRAWING NO.
SHEET OF
TITLE:
NO. DATE NATURE OF REVISION
FILE NAME N:\ALGONQUIN\070273\070273.00089\Civil\PMK_01_070273_89ph2.sht
CHKD.
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EDT
CHKD.
SCALE:
DWN.
20'
6/4/2019PLOT DATE:
jlapagliaCAD USER:
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DATE:
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
APPROXIMATE R.O.W. LINE
110+00 111
112 113
114 115+00
116
28'
28'
23'
13'
34'
LANEHIGHMEADOW
SLEEPY HOLLOW ROAD +32
332 LF (4" DOUBLE YELLOW) @ 2' O.C.
THERMOPLASTIC PAVEMENT MARKING LINE
+73
26 LF, 24" STOP BAR (WHITE)
THERMOPLASTIC PAVEMENT MARKING LINE
12" DIAGONALS (WHITE) @ 3' O.C., TYP.
THERMOPLASTIC PAVEMENT MARKING LINE
134 LF, 6" CROSSWALK (WHITE)
THERMOPLASTIC PAVEMENT MARKING LINE
18 LF, 24" STOP BAR (WHITE)
THERMOPLASTIC PAVEMENT MARKING LINE
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
847-658-2759
ALGONQUIN, ILLINOIS 60102
2200 HARNISH DRIVE
Village of Algonquin
LMF070273.00089
MEK
35 88
6/4/2019
CLIENT:
DRAWING NO.
SHEET OF
TITLE:
NO. DATE NATURE OF REVISION
FILE NAME N:\ALGONQUIN\070273\070273.00089\Civil\PMK_02_070273_89ph2.sht
CHKD.
DSGN.
EDT
CHKD.
SCALE:
DWN.
20'
6/4/2019PLOT DATE:
jlapagliaCAD USER:
PROJ. NO.
PMKMODEL:
DATE:
PAVEMENT MARKING PLAN
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.
THERMOPLASTIC PAVEMENT MARKING LINE
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
ALGONQUIN, ILLINOIS 60102
2200 HARNISH DRIVE
Village of Algonquin
LMF070273.00089
MEK
36 88
6/4/2019
CLIENT:
DRAWING NO.
SHEET OF
TITLE:
NO. DATE NATURE OF REVISION
FILE NAME N:\ALGONQUIN\070273\070273.00089\Civil\PMK_03_070273_89ph2.sht
CHKD.
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EDT
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SCALE:
DWN.
20'
6/4/2019PLOT DATE:
jlapagliaCAD USER:
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DATE:
PAVEMENT MARKING PLAN
36
APPROXIMATE R.O.W. LINE
APPROXIMATE R.O.W. LINE
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.
THERMOPLASTIC PAVEMENT MARKING LINE
+11
+36
88 LF, 6" CROSSWALK (WHITE)
THERMOPLASTIC PAVEMENT MARKING LINE
330 LF (4" DOUBLE YELLOW) @ 2' O.C.
THERMOPLASTIC PAVEMENT MARKING LINE
12" DIAGONALS (YELLOW) TYP.
THERMOPLASTIC PAVEMENT MARKING LINE
6" CROSSWALK (WHITE)
MARKING LINE - 100 LF,
THERMOPLASTIC PAVEMENT
22 LF, 24" STOP BAR (WHITE)
THERMOPLASTIC PAVEMENT MARKING LINE
12" DIAGONALS (WHITE) @ 3' O.C., TYP.
THERMOPLASTIC PAVEMENT MARKING LINE
+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
SYMBOLS, LETTERS AND ABBREVIATIONS, TYP.THERMOPLASTIC PAVEMENT MARKING LINE -
40'
115 LF, 6" (WHITE)THERMOPLASTIC PAVEMENT MARKING LINE
27 LF, 24" STOP BAR (WHITE)THERMOPLASTIC PAVEMENT MARKING LINE
57 LF (4" DOUBLE YELLOW) @ 2' O.C.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
92 LF, 6" CROSSWALK (WHITE)
THERMOPLASTIC PAVEMENT MARKING LINE
APPROXIMATE R.O.W. LINE
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.
THERMOPLASTIC PAVEMENT MARKING LINE
+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
ALGONQUIN, ILLINOIS 60102
2200 HARNISH DRIVE
Village of Algonquin
LMF070273.00089
MEK
37 88
6/4/2019
CLIENT:
DRAWING NO.
SHEET OF
TITLE:
NO. DATE NATURE OF REVISION
FILE NAME N:\ALGONQUIN\070273\070273.00089\Civil\PMK_04_070273_89ph2.sht
CHKD.
DSGN.
EDT
CHKD.
SCALE:
DWN.
20'
6/4/2019PLOT DATE:
jlapagliaCAD USER:
PROJ. NO.
PMKMODEL:
DATE:
PAVEMENT MARKING PLAN
37
APPROXIMATE R.O.W. LINE
139 140+00 141 142 143 144ONLY
ONLY
34'
34'
25'
CIRCLEFOSTER
SLEEPY HOLLOW ROAD
ENTRANCESCHOOL
COMMUNITY WESTFIELD
+52
+39
+69
130 LF (4" DOUBLE YELLOW) @ 2' O.C.THERMOPLASTIC PAVEMENT MARKING LINE
SYMBOLS, LETTERS AND ABBREVIATIONS, TYP.THERMOPLASTIC PAVEMENT MARKING LINE -
SYMBOLS, LETTERS AND ABBREVIATIONS, TYP.THERMOPLASTIC PAVEMENT MARKING LINE -
+92
370 LF (4" DOUBLE YELLOW) @ 2' O.C.THERMOPLASTIC PAVEMENT MARKING LINE
12" DIAGONALS (YELLOW) TYP.THERMOPLASTIC PAVEMENT MARKING LINE
+19
131 LF, 6" (WHITE)THERMOPLASTIC PAVEMENT MARKING LINE
130 LF, 6" (WHITE)THERMOPLASTIC PAVEMENT MARKING LINE
- 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
APPROXIMATE R.O.W. LINE
APPROXIMATE R.O.W. 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
25 LF, 24" STOP BAR (WHITE)THERMOPLASTIC PAVEMENT MARKING LINE
15 LF, 24" STOP BAR (WHITE)THERMOPLASTIC PAVEMENT MARKING LINE
6" CROSSWALK (WHITE)MARKING LINE - 67 LF, THERMOPLASTIC PAVEMENT
+87
TYP.SYMBOLS, LETTERS AND ABBREVIATIONS, THERMOPLASTIC PAVEMENT MARKING LINE,
110 LF, 6" (WHITE)THERMOPLASTIC PAVEMENT MARKING LINE
+00
6", 2' DASH, 6' SKIP (WHITE) THERMOPLASTIC PAVEMENT MARKING LINE
12" DIAGONALS (YELLOW) TYP.THERMOPLASTIC PAVEMENT MARKING LINE
720 LF (4" DOUBLE YELLOW) @ 2' O.C.THERMOPLASTIC PAVEMENT MARKING LINE
+20
54 LF, 4" (YELLOW), PARKING STALLS
THERMOPLASTIC PAVEMENT MARKING LINE
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
ALGONQUIN, ILLINOIS 60102
2200 HARNISH DRIVE
Village of Algonquin
LMF070273.00089
MEK
38 88
6/4/2019
CLIENT:
DRAWING NO.
SHEET OF
TITLE:
NO. DATE NATURE OF REVISION
FILE NAME N:\ALGONQUIN\070273\070273.00089\Civil\PMK_05_070273_89ph2.sht
CHKD.
DSGN.
EDT
CHKD.
SCALE:
DWN.
20'
6/4/2019PLOT DATE:
jlapagliaCAD USER:
PROJ. NO.
PMKMODEL:
DATE:
PAVEMENT MARKING PLAN
38
APPROXIMATE R.O.W. LINE
151 152 153 154 155+00 156
ONLY
ONLY
28'
28'
28'
13' 22'
22' 14'
DRIVEWYNNFIELD
SLEEPY HOLLOW ROAD
+29
179 LF (4" DOUBLE YELLOW) @ 2' O.C.THERMOPLASTIC PAVEMENT MARKING LINE
14 LF, 24" STOP BAR (WHITE)THERMOPLASTIC PAVEMENT MARKING LINE
50 LF, 6" (WHITE)THERMOPLASTIC PAVEMENT MARKING LINE
SYMBOLS, LETTERS AND ABBREVIATIONS, TYP.THERMOPLASTIC PAVEMENT MARKING LINE -
22 LF, 24" STOP BAR (WHITE)THERMOPLASTIC PAVEMENT MARKING LINE
64 LF, 6" (WHITE)THERMOPLASTIC PAVEMENT MARKING LINE
24 LF, 24" STOP BAR (WHITE)THERMOPLASTIC PAVEMENT MARKING LINE
12" DIAGONALS (WHITE) @ 3' O.C., TYP.THERMOPLASTIC PAVEMENT MARKING LINE 104 LF, 6" CROSSWALK (WHITE)
THERMOPLASTIC PAVEMENT MARKING LINE
68 LF, 6" CROSSWALK (WHITE)THERMOPLASTIC PAVEMENT MARKING LINE
6" CROSSWALK (WHITE)MARKING LINE - 140 LF, THERMOPLASTIC PAVEMENT
73 LF, 6" CROSSWALK (WHITE)THERMOPLASTIC PAVEMENT MARKING LINE
15 LF, 24" STOP BAR (WHITE)THERMOPLASTIC PAVEMENT MARKING LINE
+37
313 LF (4" DOUBLE YELLOW) @ 2' O.C.THERMOPLASTIC PAVEMENT MARKING LINE
31'
APPROXIMATE R.O.W. LINE
APPROXIMATE R.O.W. LINE
157 158 159 160+00 161 162
28'
28'
SLEEPY HOLLOW ROAD
600 LF (4" DOUBLE YELLOW) @ 2' O.C.THERMOPLASTIC PAVEMENT MARKING LINE
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
ALGONQUIN, ILLINOIS 60102
2200 HARNISH DRIVE
Village of Algonquin
LMF070273.00089
MEK
39 88
6/4/2019
CLIENT:
DRAWING NO.
SHEET OF
TITLE:
NO. DATE NATURE OF REVISION
FILE NAME N:\ALGONQUIN\070273\070273.00089\Civil\PMK_06_070273_89ph2.sht
CHKD.
DSGN.
EDT
CHKD.
SCALE:
DWN.
20'
6/4/2019PLOT DATE:
jlapagliaCAD USER:
PROJ. NO.
PMKMODEL:
DATE:
PAVEMENT MARKING PLAN
39
APPROXIMATE R.O.W. LINE
163 164 165+00 166 167 168
ONLY
ONLY
28'
28'
28'
22' 15'
21'14'
28'
DRIVEHAVERFORD
SLEEPY HOLLOW ROAD+64
214 LF (4" DOUBLE YELLOW) @ 2' O.C.THERMOPLASTIC PAVEMENT MARKING LINE
SYMBOLS, LETTERS AND ABBREVIATIONS, TYP.THERMOPLASTIC PAVEMENT MARKING LINE -
50 LF, 6" (WHITE)THERMOPLASTIC PAVEMENT MARKING LINE
22 LF, 24" STOP BAR (WHITE)THERMOPLASTIC PAVEMENT MARKING LINE
12" CROSSWALK (WHITE) @ 3' O.C., TYP.THERMOPLASTIC PAVEMENT MARKING LINE,
50 LF, 6" (WHITE)THERMOPLASTIC PAVEMENT MARKING LINE
21 LF, 24" STOP BAR (WHITE)THERMOPLASTIC PAVEMENT MARKING LINE
+67
294 LF (4" DOUBLE YELLOW) @ 2' O.C.THERMOPLASTIC PAVEMENT MARKING LINE
186 LF, 6" CROSSWALK (WHITE)THERMOPLASTIC PAVEMENT MARKING LINE
12" CROSSWALK (WHITE) @ 3' O.C., TYP.THERMOPLASTIC PAVEMENT MARKING LINE,
APPROXIMATE R.O.W. LINE
169 170+00 171 172 173 174
ONLYONLY
STA. 173+16.41
PROJECT ENDS
28'
37'
16'
16'
SLEEPY HOLLOW ROAD
120 LF, 6" (WHITE)THERMOPLASTIC PAVEMENT MARKING LINE
SYMBOLS, LETTERS AND ABBREVIATIONS, TYP.THERMOPLASTIC PAVEMENT MARKING LINE -
+71
+94
35 LF, 24" STOP BAR (WHITE)THERMOPLASTIC PAVEMENT MARKING LINE
12" DIAGONALS (YELLOW) TYP.THERMOPLASTIC PAVEMENT MARKING LINE
734 LF (4" DOUBLE YELLOW) @ 2' O.C.THERMOPLASTIC PAVEMENT MARKING LINE
+50
RO
AD
CO
UN
TY LIN
E
12" DIAGONALS (WHITE) @ 3' O.C., TYP.THERMOPLASTIC PAVEMENT MARKING LINE
154 LF, 6" CROSSWALK (WHITE)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