plans for proposed kendall federal-aid highway

JO DAVIESSWINNEBAGO

CARROLLOGLE

BOONE MC HENRY LAKE

DE KALBKANE

COOK

DU PAGE

WHITESIDE LEE

WILL

KENDALL

GRUNDY

LA SALLE

KANKAKEE

HENRY BUREAU

PUTNAM

ROCK ISLAND

MERCER

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ND

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SO

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STARK

MARSHALL

PEORIA

LIVINGSTON

IROQUOIS

FORDMC LEANFULTONMC DONOUGH

WARREN

TAZEWELL

HANCOCK

ADAMS

SCHUYLER

BROWNCASS

MASON

LOGANDE WITT

MENARD

CHAMPAIGN VERMILION

DOUGLAS

PIATT

MACON

SANGAMONMORGAN

SCOTT

CHRISTIAN

PIKE

GREENE

JERSEY

MACOUPIN

CA

LH

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N

SHELBY

MOULTRIE

MONTGOMERY

COLES

EDGAR

CLARK

CUMBERLAND

JASPER CRAWFORDEFFINGHAM

CLAYRICHLAND LAWRENCE

WAYNE

ED

WA

RD

S

WA

BA

SH

BOND

FAYETTE

MARIONCLINTON

WASHINGTONJEFFERSON

MADISON

ST. CLAIR

MONROE

RANDOLPHPERRY

FRANKLIN

HAMILTON WHITE

SALINE GALLATINJACKSON

WILLIAMSON

JOHNSON POPE

HARDIN

MASSACPULASKI

ALE

XA

NDER

UNION

WOODFORD

LOCATION OF SECTION INDICATED THUS: -

STATE OF ILLINOIS

DEPARTMENT OF TRANSPORTATION

STEPHENSON

SECTION COUNTY

ILLINOIS

TOTAL

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Know what'sbelow.before you dig.Call

R

CALL 811

EXCAVATION

INFORMATION FOR

LOCATION

UTILITY

JOINT

J.U.L.I.E.

TRAFFIC DATA

DESIGN DESIGNATION

PRINTED BY THE AUTHORITYOF THE STATE OF ILLINOIS

ILLINOIS PROFESSIONAL DESIGN FIRM #184-001322

Phone: 815.385.1778 | Toll Free: 800.728.7805 | Fax: 815.385.1781 | HRGreen.com

420 NORTH FRONT STREET, SUITE 100 | McHENRY, ILLINOIS 60050

PROJECT LENGTH

PLANS FOR PROPOSEDFEDERAL-AID HIGHWAY

FOR LIST OF HIGHWAY STANDARDS SEE SHEET NO. 2

FOR INDEX OF SHEETS, SEE SHEET NO. 2

CONTRACT NO.

18-00069-00-RS

SPEED POSTED DESIGN SPEEDROADWAY

T41

N

35 MPH

PROJECT MANAGER: A. CHAUDHRY

PROJECT ENGINEER: B. HARTMAN

0

0

0

0

0

50'

50'

50'

50'

10' 20' 30'

100'

100'

100'

100'

100' 200' 300'

1''= 20'

1''= 30'

1''= 40'

1''= 50'

1''= 10'

1''= 100'

FULL SIZE PLANS HAVE BEEN PREPARED USING STANDARD

ON REDUCED PLANS, THE ABOVE SCALES MAY BE USED.

ENGINEERING SCALES. REDUCED SIZED PLANS WILL NOT

CONFORM TO STANDARD SCALES. IN MAKING MEASUREMENTS

35 MPH

SECTION: 18-00069-00-RS

SEAL

EXPIRES: 11-30-19

BENJAMIN D. HARTMAN, P.E.

062-061659

HARTMAN

BENJAMIN D.

ST

AT

E OF ILLIN

O

IS

LIC

EN

SE

D P

ROFESSIONA

L E

NGIN

EE

R

CONTRACT NO. XXXXX

XXXXX

1341346

FROM WEST OF ROHLWING ROAD TO DEVON AVENUE

RO

HL

WIN

G R

OA

D

NERGE ROAD

FAU 1346 (NERGE ROAD)

NERGE ROAD

DEVON AVENUE

I-290

IL Rte 390

YWKP NOTLIMAH

COOK COUNTY

NERGE ROAD

STA. 102+61.00PROJECT BEGINS

N.T.S.

COOK COUNTY, ILLINOIS

PROJECT LOCATION MAP

PROJECT:

C-91-

RESURFACING AND SIDEWALK RAMP IMPROVEMENTS

COOK

STA. 200+95.00PROJECT LIMITS

ROHLWING RD

STA. 218+15.00PROJECT LIMITS

ROHLWING RD

STA. 129+43.00PROJECT ENDS

AGENCY RESPONSIBLE FOR LETTING

APPROVED 20

20

20PASSED

DISTRICT ONE ENGINEER OF LOCAL ROADS AND STREETS

REGIONAL ENGINEER

BASED ON LIMITED REVIEWRELEASING FOR BID

DIRECTOR OF PUBLIC WORKS, ELK GROVE VILLAGE

R11ER10E

ELK GROVE TOWNSHIP

8,600 VPD (2014)

17,700 VPD (2017)

14,100 VPD (2014)

TRAFFIC

DEVON AVENUE

ROHLWING ROAD (IL 53)

NERGE ROAD

ADT:

40 MPH40 MPHROHLWING ROAD

45 MPH45 MPHDEVON AVENUE

FAU 1346 (DEVON AVENUE) - MINOR ARTERIAL

FAU 2578 (ROHLWING ROAD) - MINOR ARTERIAL

FAU 1346 (NERGE ROAD) - MINOR ARTERIAL

ELK GROVE VILLAGE

FEDER

AL AID PR

OG

RA

M

EN

GIN

EER: C

AR

MEN

E. R

AM

OS, P.E., S

CH

AU

MB

UR

G, IL

NET AND GROSS LENGTH OF PROJECT= 4,402 FEET = 0.834 MILES

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SECTION NO.

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Illinois Professional Design Firm

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ILLINOIS FED. AID PROJECTFED. ROAD DIST. NO.

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SHEET OF SHEETS


STATE OF ILLINOIS

INDEX OF SHEETS

STATE STANDARDS

DISTRICT ONE DETAILS

AC

DMS

BH

3518-00069-00-SW

N.T.S.

INDEX OF SHEETS AND STATE STANDARDS

1346

11

2COOKNERGE ROAD

1 COVER SHEET

2 INDEX OF SHEETS AND LIST OF HIGHWAY STANDARDS

3 GENERAL NOTES

4 SUMMARY OF QUANTITIES

6 TYPICAL SECTIONS

6 ALIGNMENT & TIES

7 - 8 ROADWAY PLANS

10 - 20 TRAFFIC SIGNAL PLANS

21 - 26 SIDEWALK RAMP DETAILS

27 - 35 DISTRICT ONE DETAILS

STANDARD NO. LIST OF DESCRIPTION

BD-08 DETAILS FOR FRAMES AND LIDS ADJUSTMENT WITH MILLING

BD-22 PAVEMENT PATCHING FOR HMA SURFACED PAVEMENT

BD-24 CURB OR CURB AND GUTTER REMOVAL AND REPLACEMENT

BD-32 BUTT JOINT AND HMA TAPER DETAILS

TC-10 TRAFFIC CONTROL AND PROTECTION FOR

SIDE ROADS, INTERSECTIONS, AND DRIVEWAYS

TC-13 DISTRICT ONE TYPICAL PAVEMENT MARKINGS

TC-16 SHORT TERM PAVEMENT MARKING LETTERS AND SYMBOLS

TC-22 ARTERIAL ROAD INFORMATION SIGN

TS-05 DISTRICT 1 - STANDARD TRAFFIC SIGNAL DESIGN DETAILS

TS-07 DISTRICT 1 - DETECTOR LOOP INSTALLATION DETAILS FOR ROADWAY RESURFACING

05/09/19

886001-01

886006-01

DETECTOR LOOP INSTALLATIONS

TYPICAL LAYOUTS FOR DETECTION LOOPS

STANDARD NO. LIST OF DESCRIPTION

000001-07 STANDARD SYMBOLS, ABBREVIATIONS AND PATTERNS

001006-00 DECIMAL OF AN INCH AND OF A FOOT

280001-07 TEMPORARY EROSION CONTROL SYSTEMS

442201-03 CLASS C AND D PATCHES

701001-02 OFF-ROAD OPERATIONS, 2L, 2W, MORE THAN 15' (4.5 M) AWAY

701006-05 OFF-ROAD OPERATIONS, 2L, 2W, 15' (4.5 M) TO 24" (600 MM) FROM PAVEMENT EDGE

701301-04 LANE CLOSURE, 2L, 2W, SHORT TIME OPERATIONS

701311-03 LANE CLOSURE, 2L, 2W, MOVING OPERATIONS - DAY ONLY

701501-06 URBAN LANE CLOSURE, 2L, 2W, UNDIVIDED

701901-08 TRAFFIC CONTROL DEVICES

720001-01 SIGN PANEL MOUNTING DETAILS

720006-04 SIGN PANEL ERECTION DETAILS

728001-01 TELESCOPING STEEL SIGN SUPPORT

780001-05 TYPICAL PAVEMENT MARKINGS

- 5

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SHEET OF SHEETS


STATE OF ILLINOIS

THE STANDARD SPECIFICATIONS.

DEPARTMENT OF TRANSPORTATION, APRIL 1, 2016. ALL WORK TO BE COMPLETED IN ACCORDANCE WITH

MEAN "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" ADOPTED BY THE ILLINOIS

ALL REFERENCES TO "STANDARD SPECIFICATIONS" IN THESE GENERAL NOTES SHALL BE INTERPRETED TO1.

ALL REFERENCES TO "ENGINEER" SHALL BE INTERPRETED TO MEAN THE RESIDENT ENGINEER.2.

ENGINEER SHALL BE FINAL AND CONCLUSIVE.

TO THE TRUE MEANING OF THE CONSTRUCTION PLANS OR SPECIFICATIONS, THE DECISION OF THE

HAVE PROCEEDED AT HIS OWN RISK. IN THE EVENT OF ANY DOUBT OR QUESTION ARISING WITH RESPECT

DISCREPANCIES. FAILING TO SECURE SUCH INSTRUCTIONS, THE CONTRACTOR WILL BE CONSIDERED TO

FROM THE ENGINEER PRIOR TO PROCEEDING WITH ANY PART OF THE WORK AFFECTED BY OMISSIONS OR

SPECIFICATIONS AND/OR SPECIAL DETAILS, THE CONTRACTOR SHALL SECURE WRITTEN INSTRUCTIONS

FULL RESPONSIBILITY. IN THE EVENT OF DISAGREEMENT BETWEEN THE CONSTRUCTION PLANS, STANDARD

REPORT THEM TO THE ENGINEER BEFORE DOING ANY WORK, OTHERWISE THE CONTRACTOR ASSUMES

ANY DISCREPANCIES FROM WHAT IS SHOWN ON THE CONSTRUCTION PLANS, HE MUST IMMEDIATELY

CONDITIONS AFFECTING THEIR WORK WITH THE ACTUAL CONDITIONS AT THE JOB SITE. IF THERE ARE

PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND3.

ON THE PROJECT.

IT IS THE CONTRACTOR' S RESPONSIBILITY TO ASCERTAIN EXISTING FIELD CONDITIONS PRIOR TO BIDDING4.

NOTIFICATION IS REQUIRED).

INFORMATION FOR EXCAVATION) AT 8-1-1 FOR FIELD LOCATIONS OF BURIED UTILITIES (48 HOURS

BEFORE STARTING ANY EXCAVATION, THE CONTRACTOR SHALL CALL "JULIE" (JOINT UTILITY LOCATION5.

ALL ELEVATIONS SHOWN ON THE PLANS ARE ON THE NAVD88 DATUM.6.

INCLUDED IN THE COST OF THE ITEM BEING REMOVED.

RESULT IN A CLEAN STRAIGHT EDGE IN THE PORTION REMAINING. THIS WORK SHALL BE CONSIDERED

SAW CUTTING WILL BE REQUIRED FOR ALL REMOVAL ITEMS AND SHALL BE TO FULL DEPTH AND SHALL7.

SPECIFICATIONS AND AS DIRECTED BY THE ENGINEER.

OUTSIDE THE LIMITS OF THE RIGHT OF WAY ACCORDING TO ARTICLE 202.03 OF THE STANDARD

ABANDONED UNDERGROUND UTILITIES THAT CONFLICT WITH CONSTRUCTION SHALL BE DISPOSED OF8.

OTHERWISE NOTED.

THE ELEVATIONS SHOWN ON THE PLANS ARE FINISHED GRADES OF PROPOSED PAVEMENT, UNLESS9.

STORM SEWERS, SANITARY SEWER, AND UTILITIES

RELOCATION, ADJUSTMENT, OR PROTECTION IS NECESSARY.

COOPERATE WITH ALL UTILITY OWNERS IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS IF UTILITY

CONSTRUCTION TO DETERMINE THE LOCATION OF ALL UTILITY EQUIPMENT. THE CONTRACTOR SHALL

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE OWNERS OF ALL UTILITIES PRIOR TO1.

EXACT LOCATION IS TO BE DETERMINED IN THE FIELD BY THE CONTRACTOR.

AND ANY OTHER PUBLIC OR PRIVATE UTILITIES AS SHOWN ON THE PLANS IS APPROXIMATE AND THEIR

THE LOCATION OF EXISTING DRAINAGE STRUCTURES, STORM SEWERS, WATER MAINS, SANITARY SEWERS,2.

DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE ENGINEER.

UTILITIES EVEN THOUGH THEY MIGHT NOT BE SHOWN ON THE PLANS. ANY UTILITY PROPERTY DAMAGED

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UNDERGROUND AND SURFACE3.

ALL UTILITY COMPANIES SHALL BE NOTIFIED AT LEAST 3 DAYS PRIOR TO THE START OF CONSTRUCTION.4.

ROADWAY CENTERLINE.

OFFSET LOCATIONS GIVEN IN THE PLANS FOR STRUCTURES, EDGE OF PAVEMENT, ETC. ARE FROM THE5.

ACCEPTANCE OF THE IMPROVEMENT, ALL DRAINAGE STRUCTURES SHALL BE FREE OF DIRT AND DEBRIS.

NATURAL FLOW OF WATER, SHALL BE REMOVED AT THE CLOSE OF EACH WORKING DAY. PRIOR TO

ANY LOOSE MATERIAL DEPOSITED IN THE FLOW LINE OF DRAINAGE STRUCTURES, WHICH OBSTRUCTS THE6.

DRAINAGE FACILITIES.

DISCHARGE THE STORM WATER FLOW RATES NORMALLY ACCEPTED AND RELEASED BY THE EXISTING

CATCH BASINS. THE CONTRACTOR SHALL PROVIDE FACILITIES WHICH HAVE THE CAPACITY TO RECEIVE AND

IN AN OPERATING CONDITION, TEMPORARY OUTLETS AND CONNECTIONS FOR ALL DRAINS, SEWERS, AND

WHEN EXISTING DRAINAGE FACILITIES ARE DISTURBED, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN,7.

BY THE CONTRACTOR PRIOR TO THE USE OF THE WATER.

APPROVAL FROM THE AGENCY HAVING JURISDICTION FOR THE SOURCE OF THE WATER MUST BE RECEIVED

FROM AN APPROVED SOURCE. IF THIS WATER IS FROM A SOURCE OTHER THAN HIS YARD, WRITTEN

OBTAIN AND TRANSPORT THIS WATER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING WATER

STRICTLY PROHIBITED. THE CONTRACTOR SHALL PROVIDE A WATER TRUCK AND DRIVER AS REQUIRED TO

THE INDISCRIMINATE USE OF FIRE HYDRANTS, EXISTING STREAMS, CREEKS, WETLANDS, OR PONDS IS8.

SIGNING AND STRIPING

SEE IDOT DISTRICT ONE DETAILS AND PLAN SHEETS FOR PAVEMENT MARKING DETAILS.1.

SIGNS SHALL NOT BE MOVED OR COVERED UNTIL PROGRESS OF WORK NECESSITATES IT.2.

WORKMANLIKE MANNER AND BE VISIBLE TO THE TRAFFIC FOR WHICH IT IS INTENDED.

DURATION OF THE TEMPORARY SETTING AND MUST BE RE-ERECTED AT A TEMPORARY LOCATION IN A

CONSTRUCTION OPERATIONS. ALL SUCH SIGNS MUST BE MAINTAINED STRAIGHT AND CLEAN FOR THE

THE CONTRACTOR WILL BE REQUIRED TO TEMPORARILY RESET ALL SUCH SIGNS THAT INTERFERE WITH HIS3.

STANDARD SPECIFICATIONS.

PROPER SIGN ELEVATIONS. THIS WORK SHALL BE COMPLETED IN ACCORDANCE WITH SECTION 729 OF THE

LONGER POSTS MAY BE REQUIRED AT SOME TEMPORARY OR PERMANENT SIGN LOCATIONS TO MAINTAIN4.

ALL SIGNS SHALL BE INSTALLED IN PERMANENT LOCATIONS AS THE ROADWAY IS COMPLETED. 5.

NEEDED.

TRAVEL AT YOUR OWN RISK." THE CONTRACTOR SHALL REMOVE THE SIGNS AND REINSTALL THEM AS

PARKWAY TWENTY-FOUR (24) HOURS PRIOR TO STARTING WORK. THE SIGNS SHALL READ "FRESH OIL,

NEEDED FOR THE PROJECT. THE CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY SIGNS IN THE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING "FRESH OIL" SIGNS (48"X48" MINIMUM) AS6.

SEDIMENTATION AND EROSION CONTROL

MANUAL (WWW.AISWCD.ORG/IUM) UNLESS STATED OTHERWISE.

CONTROL MEASURES SHALL MEET THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE ILLINOIS URBAN1.

TRAFFIC OR OTHER DISTURBANCE UNTIL FINAL STABILIZATION IS ACHIEVED.

DEVELOPMENT SITE THAT ARE NOT TO BE DISTURBED SHALL BE PROTECTED FROM CONSTRUCTION

SOIL DISTURBANCE SHALL BE CONDUCTED IN SUCH A MANNER AS TO MINIMIZE EROSION. AREAS OF THE2.

THE USE OF TEMPORARY OR PERMANENT MEASURES.

SOIL STABILIZATION MEASURES SHALL CONSIDER THE TIME OF YEAR, DEVELOPMENT SITE CONDITIONS AND3.

STABILIZATION BY SEEDING SHALL INCLUDE TOPSOIL PLACEMENT AND FERTILIZATION, AS NECESSARY.4.

INITIAL, TEMPORARY SOIL STABILIZATION.

NATIVE SEED MIXTURES SHALL INCLUDE RAPID-GROWING ANNUAL GRASSES OR SMALL GRAINS TO PROVIDE5.

OUTFALL CHANNEL, AS NECESSARY TO PREVENT EROSION.

DEVICES SHALL BE PLACED AT CONCENTRATED DISCHARGE LOCATIONS AND ALONG THE LENGTH OF ANY

OFFSITE PROPERTY SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION. VELOCITY DISSIPATION6.

SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE DISTURBANCE OF TRIBUTARY AREAS.7.

RESUME AFTER 14 DAYS, A TEMPORARY STABILIZATION METHOD MAY BE USED.

IN AREAS WHERE CONSTRUCTION ACTIVITY HAS TEMPORARILY CEASED AND WILL PRACTICABLE; AND B)

MEASURES IS PRECLUDED BY SNOW COVER, STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS

WHERE THE INITIATION OF STABILIZATION EXCEPTIONS TO THESE TIME FRAMES ARE SPECIFIED BELOW: A)

NOT LATER THAN 14 CALENDAR DAYS FROM THE INITIATION OF STABILIZATION WORK IN AN AREA.

CESSATION OF EARTH DISTURBING ACTIVITIES AND SHALL BE COMPLETED AS SOON AS POSSIBLE, BUT

DISTURBED AREAS SHALL BE INITIATED WITHIN 1 WORKING DAY OF PERMANENT OR TEMPORARY

SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION OF

PORTION OF THE DEVELOPMENT SITE, OR TEMPORARILY CEASED ON ANY PORTION OF THE DEVELOPMENT

GRADING, EXCAVATING OR OTHER EARTH DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED ON ANY

STABILIZATION OF DISTURBED AREAS SHALL BE INITIATED IMMEDIATELY WHENEVER ANY CLEARING,8.

COMBINATION WITH SEEDING, OR AN EQUIVALENT CONTROL MEASURE.

THAN 3:1 SHALL BE STABILIZED WITH STAKED IN PLACE SOD, EROSION CONTROL BLANKET IN

DISTURBANCE OF STEEP SLOPES SHALL BE MINIMIZED. AREAS OR EMBANKMENTS HAVING SLOPES STEEPER9.

BE PROVIDED AT THE BASE OF SOIL STOCKPILES.

AND WHERE RUNOFF WILL FLOW IN A SHEET FLOW MANNER. PERIMETER EROSION CONTROL SHALL ALSO

RUNOFF FROM DISTURBED AREAS, WHERE THE TRIBUTARY AREA IS GREATER THAN 5,000 SQUARE FEET,

PERIMETER CONTROL MEASURES SHALL BE PROVIDED DOWNSLOPE AND PERPENDICULAR TO THE FLOW OF10.

PROTECTION AND STRAW BALE DITCH CHECKS ARE NOT ACCEPTABLE CONTROL MEASURES.

AN EQUIVALENT CONTROL MEASURE, SHALL BE REQUIRED FOR ALL CHANNELS. FILTER FABRIC INLET

ALLOWING RUNOFF TO ENTER THE INLET SHALL BE REQUIRED FOR ALL STORM SEWERS. CHECK DAMS, OR

DOWNSLOPE FROM DISTURBED AREAS. INLET PROTECTION THAT REDUCES SEDIMENT LOADING, WHILE

THE STORMWATER MANAGEMENT SYSTEM SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION11.

OFFICER SHALL BE NOTIFIED PRIOR TO THE COMMENCEMENT OF DEWATERING ACTIVITIES.

CONTROL MEASURE (E.G., SEDIMENT TRAP OR AN EQUIVALENT CONTROL MEASURE). THE ENFORCEMENT

IF DEWATERING SERVICES ARE USED, DISCHARGES SHALL BE ROUTED THROUGH AN EFFECTIVE SEDIMENT12.

SHALL BE PERMANENTLY STABILIZED.

MEASURES ARE NO LONGER NECESSARY. TRAPPED SEDIMENT SHALL BE REMOVED AND DISTURBED AREAS

AFTER FINAL STABILIZATION OF THE DEVELOPMENT SITE IS ACHIEVED OR AFTER THE TEMPORARY

ALL TEMPORARY SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS13.

MATS, OR AN EQUIVALENT CONTROL MEASURE.

WORK DAY. SOIL AND MATERIALS STOCKPILED IN IWMC OR BUFFER AREAS SHALL BE PLACED ON TIMBER

STOCKPILED SOIL AND MATERIALS SHALL BE REMOVED FROM FLOOD HAZARD AREAS AT THE END OF EACH14.

DEVELOPMENT SITE TO PRECIPITATION AND TO STORMWATER.

HERBICIDES, DETERGENTS, VEHICLE FLUIDS, SANITARY WASTE, AND OTHER MATERIALS PRESENT ON THE

PRODUCTS, CONSTRUCTION WASTES, TRASH, LANDSCAPE MATERIALS, FERTILIZERS, PESTICIDES,

WATER, AND OTHER WASH WATER; AND B) MINIMIZE THE EXPOSURE OF BUILDING MATERIALS, BUILDING

A) MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL WASH

THE DEVELOPMENT SITE. AT A MINIMUM, CONTROL MEASURES SHALL BE IMPLEMENTED IN ORDER TO:

EFFECTIVE CONTROL MEASURES SHALL BE UTILIZED TO MINIMIZE THE DISCHARGE OF POLLUTANTS FROM15.

MAINTAINED FREE OF CONSTRUCTION MATERIAL DEBRIS.

DEBRIS UPON OR INTO ANY DEVELOPMENT SITE, CHANNEL, OR IWMC. THE DEVELOPMENT SITE SHALL BE

THE DUMPING, DEPOSITING, DROPPING, THROWING, DISCARDING OR LEAVING OF CONSTRUCTION MATERIAL

DEBRIS GENERATED DURING THE DEVELOPMENT PROCESS. THE APPLICANT SHALL NOT CAUSE OR PERMIT

ADEQUATE RECEPTACLES SHALL BE PROVIDED FOR THE DEPOSITING OF ALL CONSTRUCTION MATERIAL16.

OF THE INSTALLED CONTROL MEASURES.

CONTROL MEASURES, BASED ON DEVELOPMENT SITE SPECIFIC CONSIDERATIONS AND THE EFFECTIVENESS

THE ENFORCEMENT OFFICER MAY REQUIRE ADDITIONAL OR ALTERNATE SOIL EROSION AND SEDIMENT17.

1346

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GENERAL NOTES

18-00069-00-SW

11N.T.S.

GENERAL NOTES 3

COOKNERGE ROAD

05/09/19

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SHEET OF SHEETS

CODE TOTAL

NO. ITEM UNIT QUANTITY

20101000 TEMPORARY FENCE FOOT 50

20101200 TREE ROOT PRUNING EACH 2

20101300 TREE PRUNING (1 TO 10 INCH DIAMETER) EACH 1

20101350 TREE PRUNING (OVER 10 INCH DIAMETER) EACH 1

20200100 EARTH EXCAVATION CU YD 57

21101615 TOPSOIL FURNISH AND PLACE, 4" SQ YD 358

25000400 NITROGEN FERTILIZER NUTRIENT POUND 5

25000600 POTASSIUM FERTILIZER NUTRIENT POUND 5

25200110 SODDING, SALT TOLERANT SQ YD 358

25200200 SUPPLEMENTAL WATERING UNIT 11

28000510 INLET FILTERS EACH 15

31101000 SUBBASE GRANULAR MATERIAL, TYPE B TON 72

40600290 BITUMINOUS MATERIALS (TACK COAT) POUND 20,705

40600400 MIXTURE FOR CRACKS, JOINTS, AND FLANGEWAYS TON 47

40600827 POLYMERIZED LEVELING BINDER (MACHINE METHOD), IL-4.75, N50 TON 1,800

40600982 HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT SQ YD 216

40603340 HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N70 TON 3,599

42400800 DETECTABLE WARNINGS SQ FT 80

44000160 HOT-MIX ASPHALT SURFACE REMOVAL, 2 3/4" SQ YD 30,674

44000500 COMBINATION CURB AND GUTTER REMOVAL FOOT 886


STATE OF ILLINOIS

CODE TOTAL


44000600 SIDEWALK REMOVAL SQ FT 7,482

44201761 CLASS D PATCHES, TYPE I, 10 INCH SQ YD 156

44201765 CLASS D PATCHES, TYPE II, 10 INCH SQ YD 156

44201769 CLASS D PATCHES, TYPE III, 10 INCH SQ YD 313

44201771 CLASS D PATCHES, TYPE IV, 10 INCH SQ YD 388

60266600 VALVE BOXES TO BE ADJUSTED EACH 6

* 60605300 COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.24 (MODIFIED) FOOT 886

66900200 NON-SPECIAL WASTE DISPOSAL CU YD 19

66900530 SOIL DISPOSAL ANALYSIS EACH 2

66901001 REGULATED SUBSTANCES PRE-CONSTRUCTION PLAN LSUM 1

66901002 ON-SITE MONITORING OF REGULATED SUBSTANCES CAL DA 10

66901003 REGULATED SUBSTANCES FINAL CONSTRUCTION REPORT LSUM 1

67100100 MOBILIZATION L SUM 1

70102620 TRAFFIC CONTROL AND PROTECTION, STANDARD 701501 L SUM 1

70102640 TRAFFIC CONTROL AND PROTECTION, STANDARD 701801 L SUM 1

70300100 SHORT TERM PAVEMENT MARKING FOOT 6,481

70300150 SHORT TERM PAVEMENT MARKING REMOVAL SQ FT 2,160

+ 78000100 THERMOPLASTIC PAVEMENT MARKING - LETTERS AND SYMBOLS SQ FT 592

+ 78000200 THERMOPLASTIC PAVEMENT MARKING - LINE 4" FOOT 6,481

+ 78000400 THERMOPLASTIC PAVEMENT MARKING - LINE 6" FOOT 2,901

SPECIAL PROVISION*

SPECIALTY ITEM+

COOK1346

AC

DMS

BH

3518-00069-00-SW

21N.T.S.

NERGE ROAD

SUMMARY OF QUANTITIES 4

05/09/19

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SECTION NO.

# 184-001322


HRGreen.comCOUNTY


TOTAL

SHEETS

SHEET

NO.F.A.U

RTE.

STA. TO STA.

bhartmaUSER NAME =

PLOT SCALE =

PLOT DATE = 5/30/2019

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

CONTRACT NO.

SCALE:

180938

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

H

RG

PR

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CO

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AC

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HR

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NO.:

180938-sht-su

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PL

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NO

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BO

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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.

SHEET OF SHEETS

+ 78000650 THERMOPLASTIC PAVEMENT MARKING - LINE 24" FOOT 289

+ 78100100 RAISED REFLECTIVE PAVEMENT MARKER EACH 254

78300200 RAISED REFLECTIVE PAVEMENT MARKER REMOVAL EACH 254

+ 81028200 UNDERGROUND CONDUIT, GALVANIZED STEEL, 2" DIA. FOOT 16

*+ 85000200 MAINTENANCE OF EXISTING TRAFFIC SIGNAL INSTALLATION EACH 2

+ 87301215 ELECTRIC CABLE IN CONDUIT, SIGNAL NO. 14 2C FOOT 419

+ 87301900 ELECTRIC CABLE IN CONDUIT, EQUIPMENT GROUNDING CONDUCTOR, NO. 6 1C FOOT 177

+ 87800100 CONCRETE FOUNDATION, TYPE A FOOT 4

+ 87900200 DRILL EXISTING HANDHOLE EACH 1

+ 88102717 PEDESTRIAN SIGNAL HEAD, LED, 1-FACE, BRACKET MOUNTED WITH COUNTDOWN TIMER EACH 10

*+ 88600600 DETECTOR LOOP REPLACEMENT FOOT 1,655

+ 88800100 PEDESTRIAN PUSH-BUTTON EACH 2

*+ 89502375 REMOVE EXISTING TRAFFIC SIGNAL EQUIPMENT EACH 2

*+ 89502376 REBUILD EXISTING HANDHOLE EACH 2

XX001621 BRICK PAVER REMOVAL SQ FT 1,435

*+ XX008910 PAVEMENT MARKING, SPECIAL SQ FT 3,683

* X4240430 PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH, SPECIAL SQ FT 8,054

* X4240800 DETECTABLE WARNINGS (SPECIAL) SQ FT 60

* X6030310 FRAMES AND LIDS TO BE ADJUSTED (SPECIAL) EACH 25

* X8760055 PEDESTRIAN PUSH-BUTTON POST, TYPE A EACH 1


STATE OF ILLINOIS

CODE TOTAL


* Z0013798 CONSTRUCTION LAYOUT L SUM 1

* Z0017400 DRAINAGE & UTILITY STRUCTURES TO BE ADJUSTED EACH 65

* Z0030850 TEMPORARY INFORMATION SIGNING SQ FT 104

* Z0033700 LONGITUDINAL JOINT SEALANT FOOT 14,366

REMOVE AND REPLACE LAWN SPRINKLER SYSTEM FOOT 100

* Z0076600 TRAINEES HOUR

* Z0076604 TRAINEES TRAINING PROGRAM GRADUATE HOUR

CODE TOTAL


SPECIAL PROVISION*

SPECIALTY ITEM+

COOK1346

AC

DMS

BH

3518-00069-00-SW

22N.T.S.

NERGE ROAD

SUMMARY OF QUANTITIES 5

05/09/19

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HRGreen.comCOUNTY


TOTAL

SHEETS

SHEET

NO.F.A.U

RTE.

STA. TO STA.

bhartmaUSER NAME =

PLOT SCALE =

PLOT DATE = 5/30/2019

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

CONTRACT NO.

SCALE:

180938

PE

N

TA

BL

E:

PL

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DRIV

ER:

FIL

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NA

ME:

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NO.:

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OF

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NA

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PR

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ES

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D

PL

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B.M.

NO

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D

ST

RU

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NO

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T'N

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CH'K

D

BY

DA

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NO

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BO

OK

NO.

SHEET OF SHEETS


STATE OF ILLINOIS

AC

DMS

BH

3518-00069-00-SW

N.T.S.

1346

A

B1

C

D

E

1

2

3

PROPOSED TYPICAL SECTIONEXISTING TYPICAL SECTION

EXISTING LEGEND PROPOSED LEGEND

MIXTURE TYPE

RESURFACING

@ Ndes

AIR VOIDS

HOT-MIX ASPHALT MIXTURE REQUIREMENTS

F

11

6COOKNERGE ROAD

TYPICAL SECTIONS

12' 12' 12' 12'VAR. 4'-16'

LT LANE

MEDIAN /

D F A B1 F D

¡

EX

100' ROW

EX R

OW

EX R

OW

CONTRACTOR SHALL MILL BEFORE PATCHING.

USE OF RECYCLED MATERIALS SEE SPECIAL PROVISIONS.

64-22" UNLESS MODIFIED BY DISTRICT ONE SPECIAL PROVISIONS. FOR

76-22" AND FOR NON-POLYMERIZED HMA THE "AC TYPE" SHALL BE "PG

THE "AC TYPE" FOR POLYMERIZED HMA MIXES SHALL BE "SBS/SBR PG

IS 112 LBS/SQ YD/IN

THE UNIT WEIGHT TO CALCULATE ALL HMA SURFACE MIXTURE QUATITIES

A B1 EE G G

G

H

POLYMERIZED LEVELING BINDER, IL-4.75, N50 3.5% @ 50 GYR.

4% @ 70 GYR.

PATCHING

4% @ 70 GYR.CLASS D PATCH (HMA BINDER IL-19 mm)

12' 12' 12' 12'VAR. 4'-16'

LT LANE

MEDIAN /

¡

EX

100' ROW

EX R

OW

EX R

OW

DEGGD E 1 2 3 1 2 3

* * * *

AS DIRECTED BY THE ENGINEER

SPOT REMOVAL AND REPLACEMENT*

VAR. 1.5% - 2.5%VAR. 1.5% - 2.5%2.0% 2.0%

EXISTING TYPICAL SECTION

12' 12' 12' 12'

D F A B2 F DC

¡

EX

100' ROW

EX R

OW

EX R

OW

A B2C EE I G

VAR. 1.5% - 2.5%VAR. 1.5% - 2.5%

I

LANE

LT

EXISTING TYPICAL SECTION

12'12'12'12'

DFAB2FD C

¡

EX

100' ROW

EX R

OW

EX R

OW

AB2 CE EIG

VAR. 1.5% - 2.5% VAR. 1.5% - 2.5%

LANE

LT

H

NERGE ROAD: STA. 112+07.64 TO STA. 119+21.15

0-12'

0-12'

4'-12'

PROPOSED TYPICAL SECTION

12' 12' 12' 12'

D B DC

¡

EX

100' ROW

EX R

OW

EX R

OW

BC EE I

LANE

LT

PROPOSED TYPICAL SECTION

12'12'12'12'

DBD C

¡

EX

100' ROW

EX R

OW

EX R

OW

B CE EI

LANE

LT

NERGE ROAD: STA. 112+07.64 TO STA. 119+21.15

0-12'

0-12'

4'-12'

2.0%

1 2 3 1 2 3

1.5% - 2.0%





* *

**

2.0%

1 2 3

1.5% - 2.0%

1 2 3

4'-12'4'-12'

05/09/19

NERGE ROAD: STA. 105+46.42 TO STA. 112+07.64; STA. 121+89.17 TO STA. 129+43.00NERGE ROAD: STA. 105+46.42 TO STA. 112+07.64; STA. 121+89.17 TO STA. 129+43.00

ROHLWING ROAD: STA. 200+95.00 TO STA. 218+15.00

NERGE ROAD: STA. 102+61.00 TO STA. 105+46.42, STA. 119+21.15 TO STA. 121+89.17

ROHLWING ROAD: STA. 200+95.00 TO STA. 218+15.00

NERGE ROAD: STA. 102+61.00 TO STA. 105+46.42, STA. 119+21.15 TO STA. 121+89.17

CORRUGATED MEDIAN

STABILIZED MEDIAN SURFACE

EXISTING COMB. CONC. CURB AND GUTTER, TYPE M-2.12

HOT-MIX ASPHALT SURFACE REMOVAL, 2-3/4"

EXISTING COMB. CONC. CURB AND GUTTER, TYPE B-6.24

EXISTING PCC SIDEWALK

EXISTING AGGREGATE BASE COURSE, 4"±

EXISTING HOT-MIX ASPHALT BASE, 8"±

EXISTING PORTLAND CEMENT BASE, 10"±

EXISTING HOT-MIX ASPHALT PAVEMENT, 3"-4"±

B2 POLYMERIZED LEVELING BINDER (M.M.), IL-4.75, N50; 1"

BITUMINOUS MATERIALS (TACK COAT)

HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N70; 2"

HMA SURFACE COURSE, MIX "D", N70; (IL-9.5 mm)

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TOTAL

SHEETS

SHEET

NO.F.A.U

RTE.

STA. TO STA.

bhartmaUSER NAME =

PLOT SCALE =

PLOT DATE = 5/30/2019

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

CONTRACT NO.

SCALE:

180938

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

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NO.:

180938-sht-

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NM

EN

T

CH

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D

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OF

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CH

EC

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D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

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EC

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D

B.M.

NO

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T'N

S

CH'K

D

BY

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NO

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NO.

SHEET OF SHEETS


STATE OF ILLINOIS

300 310

200

210

100

110

12

0

110+00

12

0+00

STA. 311+87.00

PROJECT ENDS

CURVE EX_NERGE-1

'X' CUT

C.P. #1

'X' CUT

C.P. #2

POLE

LIGHT

POLE

LIGHT

POLE

LIGHT

'X' CUT

C.P. #5

POLE

POWER

BENCHMARKS

T = 413.83'

L = 742.47'

e = _____

T.R. = _____

S.E. RUN = _____

N: 1941032.89

N: 1940844.23

N: 1940430.41

E: 1066868.85

E: 1067237.18

E: 1067236.13

COOK1346

AC

DMS

BH

35

ELEVATION = 722.19 (NAVD 88)

AND DEVON AVENUE.

HANDHOLE LOCATED AT THE NORTHEAST CORNER OF NERGE ROAD

BENCHMARK 5: CHISELED SQUARE IN SOUTHEAST CORNER OF DOUBLE


THE SOUTHEAST CORNER OF NERGE ROAD AND BONAVENTURE DRIVE.

BENCHMARK 4: SOUTHWEST BOLT ON HYDRANT LOCATED AT


NORTHWEST CORNER OF NERGE ROAD AND CHARLELA LANE.

BENCHMARK 3: ARROW BOLT ON HYDRANT LOCATED AT THE


THE NORTHWEST CORNER OF ROHLWING ROAD AND NERGE ROAD.

BENCHMARK 2: NORTHEAST BOLT ON HYDRANT LOCATED AT


THE SOUTHWEST CORNER OF MITCHELL TRAIL AND BRADLEY LANE.

BENCHMARK 1: SOUTHEAST BOLT ON HYDRANT LOCATED AT

BM #1

BM #2

BM #3

BM #4

BM #5

EXIST. CURVE EX_NERGE-1

R = 675.00'

E = 116.76'

P.C. STA. = 118+02.84

P.T. STA. = 125+45.32

PI STA. = 122+16.67

STA. 102+61.00

PROJECT BEGINS

E: 1065264.25

N: 1941854.78

STA. 100+00.00

POINT ON ALIGNMENT

E: 1066342.80

N: 1942289.91

STA. 218+52.35

POINT ON ALIGNMENT

E: 1066335.85

N: 1940437.57

STA. 200+00.00

POINT ON ALIGNMENT

E: 1066514.17

N: 1940013.08

STA. 300+00.00

POINT ON ALIGNMENT

E: 1068144.49

N: 1940001.48

STA. 316+30.37

POINT ON ALIGNMENT

PC STA. 118+02.84

PT STA. 125+45.32

C.P. #1

C.P. #2

C.P. #3

C.P. #4

C.P. #5

18-00069-00-SW

11N.T.S.

NERGE ROAD

ALIGNMENTS, TIES AND BENCHMARKS 7

STA. 107+92.78, 45.7' LT.

ELEV: 723.17

E: 1065990.67

N: 1941534.00

CONTROL POINT #1

STA. 109+90.90, 42.2' LT.

ELEV: 719.80

E: 1066165.41

N: 1941440.57

CONTROL POINT #2

STA. 113+37.30, 46.9' RT.

ELEV: 717.30

E: 1066433.11

N: 1941203.35

CONTROL POINT #3

STA. 119+32.69, 50.7' LT.

ELEV: 715.15

E: 1067009.35

N: 1941002.86

CONTROL POINT #4

STA. 128+80.39, 46.8' LT.

ELEV: 722.05

E: 1067282.08

N: 1940095.21

CONTROL POINT #5

POLE

LIGHT

55.0'

18.9' CORNER

FENCE

18.6'

POLE

POWER

POLE

LIGHT

60.9'

108.7'

119.4'

HYDRANT

'X' CUT

C.P. #3

POLE

POWER

MANHOLE

20.3'

17.6'

37.2'

'X' CUT

C.P. #4

POLE

LIGHT

9.5'

47.0'

16.2'

MANHOLE

HYDRANT

POLE

LIGHT

55.6'

30.8'

12.0'

STA. 302+18.00

PROJECT BEGINS

STA. 200+95.00

PROJECT BEGINS

STA. 218+15.00

PROJECT ENDS

STA. 307+20.91 DEVON AVE

STA. 129+67.77 NERGE RD =

S 62° 52' 41.13" E

S 0° 08'

42.2

0"

W

S 89° 35' 32.58" E

N 0° 12'

54.3

0" E

N 0° 12'

54.3

0" E

05/09/19

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SECTION NO.

# 184-001322


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TOTAL

SHEETS

SHEET

NO.F.A.U

RTE.

STA. TO STA.

bhartmaUSER NAME =

PLOT SCALE =

PLOT DATE = 5/30/2019

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

CONTRACT NO.

SCALE:

180938

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

H

RG

PR

OJ.

CO

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AC

T:

HR

G

PR

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EC

T

NO.:

180938-sht-rd

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EN

T

CH

EC

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D

RT.

OF

WA

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CH

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PR

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B.M.

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T'N

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NO.

SHEET OF SHEETS

ONLY

ONLY

ONLY

ONLYONLY

ONLY

ONLY

ONLY

210+00

100+00 105+00 110+00


STATE OF ILLINOIS

ONLY

ONLY

ONLYONLY

ONLY

115

+00

120+00

125+00

0 50 100 150

SCALE IN FEET

0 50 100 150

SCALE IN FEET

RO

HL

WIN

G R

OA

D

MIT

CH

ELL T

RAIL

NERGE ROAD

NERGE ROAD

MA

TC

H LIN

E S

TA.

114

+00

MA

TC

H LIN

E ST

A. 114+

00

COOK1346

AC

DMS

BH

35

DE

VO

N A

VE

NU

E

211"=50'

STA. 102+61.00

PROJECT BEGINS

NERGE ROAD

MIT

CH

ELL T

RAIL

CH

AR

LELA LN

BO

NA

VE

NT

UR

E D

R

(SKIP-DASH, 10'-30', W)(TYP)

THPL PVT MK LINE 4

(SOLID, DBL Y)(TYP)

THPL PVT MK LINE 4


THPL PVT MK LINE 6

LTR & SYM (TYP)

THPL PVT MK

EXIST. ¡ NERGE ROAD

EXIST. ¡ ROHLWING ROAD

EXIST. ¡ DEVON AVENUE


(SOLID, W)(TYP)

THPL PVT MK LINE 24


THPL PVT MK LINE 6

LTR & SYM (TYP)

THPL PVT MK

(SOLID, DBL Y)(TYP)

THPL PVT MK LINE 4

(SOLID, W)(TYP)

THPL PVT MK LINE 6

(SOLID, W)(TYP)

THPL PVT MK LINE 6

12'

12'

11'

12'

12'

11'

11'

12'

12'

11'

12'

12' 12'

12'

12'

12'

12'

12'

12'

12'

12'

12'

12'

12'

12'

12'

12'

11'

12'

12'

11'

12'

12'

92' STORAGE

125' STORAGE

125' STORAGE

STORAGE 155'

155' STORAGE

155' STORAGE

147' STORAGE

60' STORAGE

188' STORAGE

162' STORAGE

345' STORAGE

100' LANE TAPER LINE






82' LANE TAPER LINE

82' LANE TAPER LINE




THPL PVT MK LINE 4

@ 80' C-C (TYP)REFLECTIVE PVT MARKERSONE WAY WHITE RAISED

STA. 129+43.00

PROJECT BEGINS

T = 413.83'

L = 742.47'

e = _____

T.R. = _____

S.E. RUN = _____

N: 1941032.89

N: 1940844.23

N: 1940430.41

E: 1066868.85

E: 1067237.18

E: 1067236.13

EXIST. CURVE EX_NERGE-1

R = 675.00'

E = 116.76'

P.C. STA. = 118+02.84

P.T. STA. = 125+45.32

PI STA. = 122+16.67

TO REMAIN (TYP)

EXIST. RAISED MEDIAN

TO REMAIN (TYP)

EXIST. RAISED MEDIAN

18-00069-00-SW 8

ROADWAY PLAN

PVMT MRK SPECIAL (TYP.)


05/09/19

73'

80'

14'

41'

66'

40'

57'

25'

26'

63'

76'

-HMA SURFACE COURSE, MIX "D", N70; 2"

-POLYMERIZED LEVELING BINDER, IL-4.75, N50; 1"

HOT-MIX ASPHALT RESURFACING




(STA 108+14 TO STA 111+44)

SIDEWALK REM AND REPL

+14

+44

+53

+85


(STA 109+53 TO STA 110+85)

SIDEWALK REM AND REPL

plotla

bel.tbl

-

-

-

-

-

-

-

-DATE

SECTION NO.

# 184-001322


HRGreen.comCOUNTY


TOTAL

SHEETS

SHEET

NO.F.A.U

RTE.

STA. TO STA.

bhartmaUSER NAME =

PLOT SCALE =

PLOT DATE = 5/30/2019

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

CONTRACT NO.

SCALE:

180938

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.:

180938-sht-rd

wy-02.d

gn

IL_pdf

_b

w.plt

cf

g

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.

SHEET OF SHEETS

ONLY

ONLY

ONLY

ONLY ONLY ONLY

ONLY

ONLY

200+00 205+00 210+00

110+00

115+00


STATE OF ILLINOIS

215+00

0 50 100 150

SCALE IN FEET

MA

TC

H LIN

E S

TA.

214

+00

MA

TC

H LIN

E S

TA.

214

+00

COOK1346

AC

DMS

BH

35

ROHLWING ROAD

ROHLWING ROAD

NE

RG

E R

OA

D

221"=50'

STA. 200+95.00

PROJECT LIMIT


THPL PVT MK LINE 4

(SOLID, DBL Y)(TYP)

THPL PVT MK LINE 4


THPL PVT MK LINE 6

LTR & SYM (TYP)

THPL PVT MK

(SOLID, W)(TYP)

THPL PVT MK LINE 24

(SOLID, W)(TYP)

THPL PVT MK LINE 6

(SOLID, W)(TYP)

THPL PVT MK LINE 6

11'

12'

12'

12'

12'

12'

12'

11'

11'

12'

12'

11'

12'

12'

11'

207' LANE TAPER LINE240' STORAGE

370' STORAGE

350' STORAGE



@ 80' C-C (TYP)REFLECTIVE PVT MARKERSONE WAY WHITE RAISED

STA. 218+15.00

PROJECT LIMIT

EXIST. ¡ ROHLWING ROAD


18-00069-00-SW 9

ROADWAY PLAN


05/09/19

ROHLWING ROAD




180938-sht-det_ts05a.dgn

CLIE

NT:

PR

OJ

EC

T

CO

NT

AC

T:

CO

MP

AN

Y

NA

ME:

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ER:

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5/30/2019

10:5

3:1

4

AM

180938-sht-det_ts05a.d

gn

IL_pdf

_b

w.plt

cf

g

plotla

bel.tbl

U

1346 3518-00069-00-SW COOK

TS S

HT N

O. 1

10

180938-sht-det_ts05b.dgn

CLIE

NT:

PR

OJ

EC

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NT

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T:

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AN

Y

NA

ME:

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5/30/2019

10:5

3:2

5

AM

180938-sht-det_ts05b.d

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IL_pdf

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w.plt

cf

g

plotla

bel.tbl

U

1346 35 1118-00069-00-SW COOK

TS S

HT N

O. 2

180938-sht-det_ts05c.dgn

CLIE

NT:

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ME:

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N

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$P

ROJ

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T_

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AC

T$

$C

LIE

NT$

5/30/2019

10:5

3:3

6

AM

180938-sht-det_ts05c.d

gn

IL_pdf

_b

w.plt

cf

g

plotla

bel.tbl

U

1346 35 1218-00069-00-SW COOK

TS S

HT N

O. 3

180938-sht-det_ts05d.dgn

CLIE

NT:

PR

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CO

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AC

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AN

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NA

ME:

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N

TA

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$P

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T_

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AC

T$

$C

LIE

NT$

5/30/2019

10:5

3:4

7

AM

180938-sht-det_ts05d.d

gn

IL_pdf

_b

w.plt

cf

g

plotla

bel.tbl

U

1346 35 1318-00069-00-SW COOK

TS S

HT N

O. 4

180938-sht-det_ts05e.dgn

CLIE

NT:

PR

OJ

EC

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CO

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AC

T:

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Y

NA

ME:

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TA

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5/30/2019

10:5

3:5

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bel.tbl

U

1346 35 1418-00069-00-SW COOK

TS S

HT N

O. 5

180938-sht-det_ts05f.dgn

CLIE

NT:

PR

OJ

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CO

NT

AC

T:

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AN

Y

NA

ME:

DA

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LO

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ED:

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N

TA

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EC

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AC

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$C

LIE

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5/30/2019

10:5

4:1

1

AM

180938-sht-det_ts05f.d

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IL_pdf

_b

w.plt

cf

g

plotla

bel.tbl

U

1346 35 1518-00069-00-SW COOK

TS S

HT N

O. 6

180938-sht-det_ts05g.dgn

CLIE

NT:

PR

OJ

EC

T

CO

NT

AC

T:

CO

MP

AN

Y

NA

ME:

DA

TE P

LO

TT

ED:

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DRIV

ER:

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N

TA

BL

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AC

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LIE

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5/30/2019

10:5

4:2

3

AM

180938-sht-det_ts05g.d

gn

IL_pdf

_b

w.plt

cf

g

plotla

bel.tbl

U

1346 35 1618-00069-00-SW COOK

TS S

HT N

O. 7

plotla

bel.tbl

-

-

-

-

-

-

-

-DATE

SECTION NO.

# 184-001322


HRGreen.comCOUNTY


TOTAL

SHEETS

SHEET

NO.F.A.U

RTE.

STA. TO STA.

bhartmaUSER NAME =

PLOT SCALE =

PLOT DATE = 5/30/2019

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

CONTRACT NO.

SCALE:

180938

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.:

180938-sht-ts-01.dgn

IL_pdf

_b

w.plt

cf

g

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.

SHEET OF SHEETS


STATE OF ILLINOIS

ONLY

ONLY

ONLY

ONLY

ONLYONLY

ONLY

207

208

209

210

+00

109

110+00

111

112

113

114

115+00

0 20

SCALE IN FEET

40 60

NERGE ROAD

RO

HL

WIN

G R

OA

D

COOK1346

AC

DMS

BH

35

11"=20'

18-00069-00-SW

REMOVAL AND RELOCATION NOTES:

SHALL BE REFLECTED IN THE CONTRACT BID PRICE.

THEIR EXPENSE. THE SALVAGE VALUE OF THE REMOVED EQUIPMENT

SHALL BE DISPOSED OF BY THEM OUTSIDE THE RIGHT-OF-WAY AT

THE FOLLOWING ITEMS SHALL BE REMOVED BY THE CONTRACTOR AND

R

R

R

R

R

R

R

R

REPLACEMENT (TYP.)

DETECTOR LOOP

TS S

HT N

O. 8

NERGE ROAD AND ROHLING ROAD (ILLINOIS ROUTE 53)TRAFFIC SIGNAL INSTALLATION PLAN

REMOVE EXISTING TRAFFIC SIGNAL EQUIPMENT AND

17

05/09/19

TS 01

4

R

R

PEDESTRIAN PUSH BUTTONEACH2

PEDESTRIAN SIGNAL HEADEACH8

16'-UC-2"

APPROX. STA. 113+02.9, 51.8' RT

POST, TYPE A

PEDESTRIAN PUSH-BUTTON

DRILL EX HANDHOLE

plotla

bel.tbl

-

-

-

-

-

-

-

-DATE

SECTION NO.

# 184-001322


HRGreen.comCOUNTY


TOTAL

SHEETS

SHEET

NO.F.A.U

RTE.

STA. TO STA.

bhartmaUSER NAME =

PLOT SCALE =

PLOT DATE = 5/30/2019

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

CONTRACT NO.

SCALE:

180938

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.:

180938-sht-tscab-01.dgn

IL_pdf

_b

w.plt

cf

g

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.

SHEET OF SHEETS


STATE OF ILLINOIS

1+ 8 =D

5+ 4 =B

LETTER

OVERLAP

PHASE

PERMISSIVE

PHASE

PROTECTED

PHASE DESIGNATION:

RIGHT TURN OVERLAP

PREEMPTION SEQUENCE

PROPOSED EMERGENCY VEHICLE

PROPOSED CONTROLLER SEQUENCE

PEDESTRIAN PHASE

OVERLAP

PROTECTED PHASE

PROTECTED/PERMITTED PHASE

LEGEND:

OL

3

4

3

4

6 1

4

25

8

3

4

7

S

C

M

PM

P

M

P M

P

(NOT TO SCALE)

CABLE PLAN

C

D

(RO

HL

WIN

G

RD)

IL RTE 53

NERGE RDR

Y

G

Y

G

Y

R

G

R

Y

G

Y

G

R

Y

G

C

D

C

D C

DR

Y

G

Y

G

R

Y

GY

G

R

Y

GY

G

R

Y

G

Y

G

CD

SAMPLING (SYSTEM) DETECTORS

EX. INTERSECTION AND

R

Y

G

Y

G

Y

R

G

R

Y

G

Y

G

R

Y

G

C DC

D

R

Y

G

Y

G

R

Y

G Y

G

R

Y

G Y

G

R

Y

G

Y

G

C

D

F

24

F

24

1

1

1#6

2#6

1#6

#1

6

#1

6

2 2

2 2 2

2

2

2

2

2

2

22

222

2

2

2

2

2

3

3 3 3 3

3

333

3

5 5

55 7 7

7

7

7

7

77

7

7

7

7

3#20

#3

20

SAMPLING (SYSTEM) DETECTORS

EX. INTERSECTION AND

TRACER CABLE

EX.

BIESTERFIELD RD

EX. INTERCONNECT TO

TRACER CABLE

EX.

DEVON AVE

EX. INTERCONNECT TO

2

(RO

HL

WIN

G

RD)

IL

RT

E 53

NERGE RD

8D

OL

BOL

6 2

NERGE RD

(RO

HL

WIN

G

RD)

IL

RT

E 53

TYPE

PERMISSIVE ARROW

PED. SIGNAL

CONTROLLER

UPS

VIDEO SYSTEM

BLANK-OUT SIGN

FLASHER

STREET NAME SIGN

SIGNAL (RED)

(YELLOW)

(GREEN)

LAMPS

NO. OF

WATTAGE

LED

OPERATION

%

WATTAGE

TOTAL

ELECTRICAL SERVICE REQUIREMENTS

TRAFFIC SIGNAL

LUMINAIRE

ENERGY COSTS TO:

ILLINOIS DEPARTMENT OF TRANSPORTATION

ENERGY SUPPLY: CONTACT: TIM TAMASON

COMPANY:

PHONE:

ACCOUNT NUMBER:

(815) 477-5258

COMMONWEALTH EDISON

---

16

16

16

24

8

1

-

-

-

-

-

-

11 50

20 5

12 45

10 10

20

25

25 5 -

- 50 -

50 -

- - -

100

150

120

100

100

100

100

88.0

16.0

86.4

24.0

160.0

100.0

-

-

474.4TOTAL =

SCHAUMBURG, IL 60196-1096

201 WEST CENTER COURT

COOK1346

AC

DMS

BH

35 18

SCHEDULE OF QUANTITIES

TS S

HT N

O. 9

18-00069-00-SW

2N.T.S.

NERGE ROAD AND ROHLING ROAD (ILLINOIS ROUTE 53)VEHICLE PREEMPTION SEQUENCE, AND SCHEDULE OF QUANTITIES

CABLE PLAN, PHASE DESIGNATION DIAGRAM, EMERGENCY

05/09/19

TS 02

4

P

2

2

ITEM DESCRIPTION UNIT TOTAL

UNDERGROUND CONDUIT, GALVANIZED STEEL, 2" DIA. FOOT 16

ELECTRIC CABLE IN CONDUIT, SIGNAL NO. 14 2C FOOT 419

ELECTRIC CABLE IN CONDUIT, EQUIPMENT GROUNDING CONDUCTOR, NO. 6 1C FOOT 177

CONCRETE FOUNDATION, TYPE A FOOT 4

DRILL EXISTING HANDHOLE EACH 1

PEDESTRIAN SIGNAL HEAD, LED, 1-FACE, BRACKET MOUNTED WITH COUNTDOWN TIMER EACH 8

DETECTOR LOOP REPLACEMENT FOOT 870

PEDESTRIAN PUSH-BUTTON EACH 2

REMOVE EXISTING TRAFFIC SIGNAL EQUIPMENT EACH 1

PEDESTRIAN PUSH-BUTTON POST, TYPE A EACH 1

plotla

bel.tbl

-

-

-

-

-

-

-

-DATE

SECTION NO.

# 184-001322


HRGreen.comCOUNTY


TOTAL

SHEETS

SHEET

NO.F.A.U

RTE.

STA. TO STA.

bhartmaUSER NAME =

PLOT SCALE =

PLOT DATE = 5/30/2019

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

CONTRACT NO.

SCALE:

180938

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.:

180938-sht-ts-02.d

gn

IL_pdf

_b

w.plt

cf

g

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.

SHEET OF SHEETS


STATE OF ILLINOIS

ONLYONLY

305+00 306 307 308 309 310+00

128

129

0 20

SCALE IN FEET

40 60

DEVON AVENUE

NE

RG

E R

OA

D

COOK1346

AC

DMS

BH

35

1"=20'

18-00069-00-SW 19

REMOVAL AND RELOCATION NOTES:

SHALL BE REFLECTED IN THE CONTRACT BID PRICE.

THEIR EXPENSE. THE SALVAGE VALUE OF THE REMOVED EQUIPMENT

SHALL BE DISPOSED OF BY THEM OUTSIDE THE RIGHT-OF-WAY AT

THE FOLLOWING ITEMS SHALL BE REMOVED BY THE CONTRACTOR AND

PEDESTRIAN SIGNAL HEADEACH2

R

R

REPLACEMENT (TYP.)

DETECTOR LOOP

TS S

HT N

O. 10

NERGE ROAD AND DEVON AVENUETRAFFIC SIGNAL INSTALLATION PLAN

REMOVE EXISTING TRAFFIC SIGNAL EQUIPMENT AND

05/09/19

TS 03

43

plotla

bel.tbl

-

-

-

-

-

-

-

-DATE

SECTION NO.

# 184-001322


HRGreen.comCOUNTY


TOTAL

SHEETS

SHEET

NO.F.A.U

RTE.

STA. TO STA.

bhartmaUSER NAME =

PLOT SCALE =

PLOT DATE = 5/30/2019

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

CONTRACT NO.

SCALE:

180938

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.:

180938-sht-tscab-02.d

gn

IL_pdf

_b

w.plt

cf

g

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.

SHEET OF SHEETS


STATE OF ILLINOIS

7+ 6 =C

5+ 4 =B

LETTER

OVERLAP

PHASE

PERMISSIVE

PHASE

PROTECTED

PHASE DESIGNATION:

RIGHT TURN OVERLAP

PREEMPTION SEQUENCE

PROPOSED EMERGENCY VEHICLE

PROPOSED CONTROLLER SEQUENCE

PEDESTRIAN PHASE

OVERLAP

PROTECTED PHASE

PROTECTED/PERMITTED PHASE

LEGEND:

OL

4

3

3

6

2

5

S

C

M

M

M

P

P

(NOT TO SCALE)

CABLE PLAN

Y RG

CD

RYG

YG

RYG

YG

R Y G

Y G

C D

R Y G

Y G

1#6

2#6

1#6

#1

6

2

22

2

3

3

3

3

5

5

5

7

7

7

7

5

5

3#20

#3

20

TRACER CABLE

EX.

2

6C

OL

COOK1346

AC

DMS

BH

35 20

SCHEDULE OF QUANTITIES

1#6

22

5 YR G

R Y G

RYG

2

R

Y

G

R

Y

G

55

R

Y

G

DEVON AVE

NER

GE R

D

R

Y

G

1

24F

ROHLWING RD

EX. INTERCONNECT TO

B

OL 74

NE

RG

E

RD

DEVON AVE

DEVON AVE

NE

RG

E

RD

TYPE

PERMISSIVE ARROW

PED. SIGNAL

CONTROLLER

UPS

VIDEO SYSTEM

BLANK-OUT SIGN

FLASHER

STREET NAME SIGN

SIGNAL (RED)

(YELLOW)

(GREEN)

LAMPS

NO. OF

WATTAGE

LED

OPERATION

%

WATTAGE

TOTAL

ELECTRICAL SERVICE REQUIREMENTS

TRAFFIC SIGNAL

LUMINAIRE

ENERGY COSTS TO:

ILLINOIS DEPARTMENT OF TRANSPORTATION

ENERGY SUPPLY: CONTACT: TIM TAMASON

COMPANY:

PHONE:

ACCOUNT NUMBER:

(815) 477-5258

COMMONWEALTH EDISON

---

12

12

12

8

2

1

-

-

-

-

-

-

11 50

20 5

12 45

10 10

20

25

25 5 -

- 50 -

50 -

- - -

100

150

120

100

100

100

100

66.0

12.0

64.8

8.0

40.0

100.0

-

-

290.8TOTAL =

SCHAUMBURG, IL 60196-1096

201 WEST CENTER COURT

TS S

HT N

O. 11

18-00069-00-SW

N.T.S.

NERGE ROAD AND DEVON AVENUEVEHICLE PREEMPTION SEQUENCE, AND SCHEDULE OF QUANTITIES

CABLE PLAN, PHASE DESIGNATION DIAGRAM, EMERGENCY

ITEM DESCRIPTION UNIT TOTAL

PEDESTRIAN SIGNAL HEAD, LED, 1-FACE, BRACKET MOUNTED WITH COUNTDOWN TIMER EACH 2

DETECTOR LOOP REPLACEMENT FOOT 785

REMOVE EXISTING TRAFFIC SIGNAL EQUIPMENT EACH 1

05/09/19

TS 04

44

plotla

bel.tbl

-

-

-

-

-

-

-

-DATE

SECTION NO.

# 184-001322


HRGreen.comCOUNTY


TOTAL

SHEETS

SHEET

NO.F.A.U

RTE.

STA. TO STA.

bhartmaUSER NAME =

PLOT SCALE =

PLOT DATE = 5/30/2019

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

CONTRACT NO.

SCALE:

180938

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.:

180938-sht-s

wra

mps-01.dgn

IL_pdf

_b

w.plt

cf

g

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.

SHEET OF SHEETS


STATE OF ILLINOIS

A POINT

LEGEND

(0.0

%)

(4.6%)

(1.9

%)

7.2%

0.0

%

1.9% 1.5%

4.2

%

2.9

%

(6.3%)

(3.5

%) 4.0%

4.3% 0.9

%

1.9%

3.4

%

3.3

%

(2.5%)

(1.4

%)

(1.9%)

1.5%

1.7

%

1.9%1.8

%

3.9

%

3.2

%

(2.1%)

R

POINT DESCRIPTION NERGE ROAD

POINT STATION OFFSET REMARK

MEET EX

MEET EX

724.02

724.02

723.02

722.77

722.94

722.51

722.33

722.96

722.86

722.96

722.65

722.46

721.74

46.7' LT

41.9' LT

47.1' LT

48.0' LT

49.3' LT

56.6' LT

56.4' LT

40.5' LT

44.2' LT

46.6' LT

66.4' LT107+80.2

107+33.8

107+31.5

107+26.6

107+30.4

107+26.5

107+24.3

107+22.9

107+21.2

107+09.4

107+09.4A

B

C

D

E

F

G

H

I

J

K

L

M

721.99

722.33

722.42

722.44

722.38

722.38

722.50

722.50

722.50

723.02

722.91

66.1' LT

47.3' LT

49.0' LT

49.6' LT

44.6' LT

46.6' LT

48.6' LT

41.4' LT

45.1' LT

41.3' LT

46.6' LT107+90.1

107+88.1

107+84.7

107+81.6

107+84.5

107+79.3

107+77.6

107+80.5

107+79.6

107+75.0

107+84.1N

O

P

Q

R

S

T

U

V

W

X

ELEVATION

MEET EX



MEET EX

MEET EX

724.60

724.77

723.68

723.65

723.62

723.70

723.62

723.62

723.59

724.25

724.15

723.31

723.38

45.9' RT

50.7' RT

47.4' RT

44.6' RT

47.2' RT

51.0' RT

50.9' RT

50.9' RT

50.7' RT

67.0' RT

66.9' RT

49.4' RT

51.4' RT107+74.5

107+76.1

107+30.0

107+26.0

107+34.5

107+28.4

107+29.7

107+25.6

107+31.6

107+28.3

107+24.3

107+00.9

107+01.0A

B

C

D

E

F

G

H

I

J

K

L

M

723.38

723.44

723.54

724.04

724.12

723.24

723.46

723.05

723.27

723.29

722.99

52.5' RT

54.0' RT

52.1' RT

69.6' RT

70.0' RT

45.7' RT

48.9' RT

40.6' RT

40.5' RT

41.7' RT

41.7' RT108+13.5

107+97.9

107+97.8

107+90.1

107+83.6

107+80.3

107+84.3

107+80.4

107+85.0

107+80.2

107+80.0N

O

P

Q

R

S

T

U

V

W

X

ELEVATION

MEET EX

723.1049.8' RT108+14.0Y MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

F

H

J

K

L

B

A C

D

E

I

NERGE ROAD

MN

T

X

W

V

U

S

O

P

Q

MIT

CH

ELL T

RAIL

MIT

CH

ELL T

RAIL

NERGE ROAD

C

D

E

I

H

GF

J K

A

B

L

M

N

O

P

Q R

Y

X

W

V

U

T

S

COOK1346

AC

DMS

BH

35 2118-00069-00-SW

611"=10'

SIDEWALK RAMP DETAILS

SCALE IN FEET

05 5 10

SCALE IN FEET

05 5 10

G

BENCHMARK INFO

ELEV: 719.71

SOUTHWEST CORNER OF MITCHELL TRAIL AND BRADLEY LANE

SOUTHEAST BOLT ON FIRE HYDRANT LOCATED AT THE

05/09/19

ADA RAMP GENERAL NOTES

1.

2.

3.

DET WARN

DET WARN

8.3%

8.3%

1.5

%

1.5%

5.0

%

1.5%

107+23.8 44.4' LT

107+29.4 48.4' LT

DET WARN

DET WARN

DET WARN

DET WARN

DET WARN

DET WARN

1.5%

Y

Z

Z

Y

107+05.4

46.7' LT

41.9' LT

724.10

724.08

EX SW

EX SW

REQUIREMENTS.

ALL PEDESTRIAN PUSH-BUTTON LOCATIONS SHALL MEET ADA/PROWAG

CONSTRUCTION.

CONTRACTOR SHALL CONTACT CCDOTH AT 312-603-1730 BEFORE

CONTRACTOR IS REQUIRED BEFORE THE SIDEWALK CONSTRUCTION. THE

COORDINATION BETWEEN THE ELECTRICAL CONTRACTOR AND SIDEWALK

THE PAY ITEM "PEDESTRIAN PUSH-BUTTON"

POLE SHALL BE PLUGGED. THIS SHALL BE INCLUDED IN THE COST OF

REQUIREMENTS, THE EXISTING HOLES IN THE POST AND/OR MAST ARM

IF PEDESTRIAN PUSH-BUTTON ARE CHANGED DUE TO ADA/PROWAG

1.5%

2.0%

107+05.4

NERGE ROAD AT MITCHELL TRAIL

DETECTABLE WARNINGS (SPECIAL)

plotla

bel.tbl

-

-

-

-

-

-

-

-DATE

SECTION NO.

# 184-001322


HRGreen.comCOUNTY


TOTAL

SHEETS

SHEET

NO.F.A.U

RTE.

STA. TO STA.

bhartmaUSER NAME =

PLOT SCALE =

PLOT DATE = 5/30/2019

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

CONTRACT NO.

SCALE:

180938

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.:

180938-sht-s

wra

mps-02.d

gn

IL_pdf

_b

w.plt

cf

g

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.

SHEET OF SHEETS


STATE OF ILLINOIS

5'

7'

12'


MEET EX

MEET EX

DT WARN

718.55

718.43

718.35

718.29

718.45

717.44

717.44

717.44

717.41

717.35

717.35

717.26

717.17

A

B

C

D

E

F

G

H

I

J

K

L

M

A POINT

DETECTABLE WARNINGS

LEGEND

8'

9'

5'

11'

6'

0.0

%

1.9%

2.0%

2.0

%

3.2

%

(0.6%)

(0.0

%)

3.3%

0.0%

1.9

%

0.5%

1.9

%

4.4%

4.2

%

2.0

%

0.1%

0.0

% 0.2

%

2.0

% 0.0

%

4.7

%

4.0

%

(2.0

%)

(1.6

%)

716.96

716.96

717.08

716.92

716.92

717.10

717.10

717.03

717.41

717.31

717.52

717.49

N

O

P

Q

R

S

T

U

V

W

X

Y

ELEVATION

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX


MEET EX

MEET EX

717.87

717.87

717.58

717.45

717.45

717.45

717.47

717.47

717.58

717.66

717.49

718.02

717.87

76.2' LT

79.3' LT

72.2' LT

65.8' LT

59.8' LT

66.2' LT

61.0' LT

50.2' LT

46.8' LT

39.3' LT208+20.1

208+18.6

208+41.3

208+37.9

208+43.8

208+51.9

208+57.0

208+47.5

208+51.1

208+58.6A

B

C

D

E

F

G

H

I

J

K

L

M

717.68

717.44

717.44

717.37

717.37

717.66

717.67

717.67

717.66

718.22

718.12

47.3' LT

32.6' LT

30.3' LT

31.9' LT

47.8' LT

48.0' LT

43.1' LT

48.1' LT

43.2' LT207+88.3

207+88.4

207+99.8

208+00.2

208+02.9

208+00.7

208+03.4

208+10.8

208+10.5N

O

P

Q

R

S

T

U

V

W

X

ELEVATION

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

NERGE ROAD

RO

HL

WIN

G R

OA

D (I

L 53)

B

C

D

E

A

FI

G

H

K

J

M

N

O

Q

R

S

T

P

L

U

W

Y

X

V

ROHLWING ROAD (IL 53)

NERGE ROAD

A

B

C

I

J

D

E

G

H

K

L

N

T

U

W

X

V

S

R

Q

P

O

M

6'

(1.8

%)

6'

(2.0

%)

(1.8%)

SCALE IN FEET

05 5 10

SCALE IN FEET

05 10 10

COOK1346

AC

DMS

BH

35 2218-00069-00-SW

621"=10'


F

BENCHMARK INFO

ELEV: 719.503

NORTWEST CORNER OF NERGE ROAD AND ROHLWING ROAD

NORTHEAST BOLT ON FIRE HYDRANT LOCATED AT THE

6'

GG

JJ

NN

RR

1.5

%

0.7%

2.0%

1.0

%

5'

6'

8'

8'

(1.7

%)

1.1%

1.5

%

1.5%

1.8

%

4.6%

0.3%

1.5%

1.6%

OO

QQ

HH

EE

0.9%

717.44

717.36

716.99

716.95

GG

JJ

NN

RR

DT WARN

DT WARN

DT WARN

DT WARN

DT WARN

DT WARN

DT WARN

717.49

717.51

717.47

717.40

EE

HH

OO

QQ

DT WARN

DT WARN

DT WARN

DT WARN

DT WARN

DT WARN

DT WARN

DT WARN

1.7%

2.0

%

1.6%

0.7

%

3.4

%

6.3

%

209+63.9 88.3 LT

209+57.5 91.4 LT

209+54.6 84.5 LT

209+59.0 75.9 LT

209+61.2 82.2 LT

209+59.7 66.0 LT

209+54.0 65.1 LT

209+51.8 64.6 LT

209+61.3 61.9 LT

209+55.8 59.7 LT

209+53.8 58.5 LT

209+65.6 55.7 LT

209+59.6 49.4 LT

209+69.3 44.3 LT

209+68.2 42.1 LT

209+72.7 50.3 LT

209+73.6 40.1 LT

209+74.4 42.1 LT

209+76.8 41.3 LT

209+77.1 42.2 LT

209+77.6 48.4 LT

209+83.5 47.5 LT

209+83.3 42.5 LT

209+89.1 47.7 LT

209+89.4 42.8 LT

209+56.0 65.4 LT

209+57.6 60.7 LT

209+70.2 46.1 LT

209+75.1 44.0 LT

208+54.4 68.0 LT

208+55.2 67.3 LT

208+50.1 61.6 LT

208+48.7 62.9 LT

208+53.6 68.5 LT

208+09.2 36.8 LT

208+02.1 34.4 LT

208+02.7 32.5 LT

208+09.9 34.9 LT

05/09/19

0.5

%

1.6%

1.5%

0.7

%

4.6%

2.4%

POINT DESCRIPTION ROHLWING ROAD


NERGE ROAD AT ROHLWING ROAD

plotla

bel.tbl

-

-

-

-

-

-

-

-DATE

SECTION NO.

# 184-001322


HRGreen.comCOUNTY


TOTAL

SHEETS

SHEET

NO.F.A.U

RTE.

STA. TO STA.

bhartmaUSER NAME =

PLOT SCALE =

PLOT DATE = 5/30/2019

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

CONTRACT NO.

SCALE:

180938

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.:

180938-sht-s

wra

mps-03.d

gn

IL_pdf

_b

w.plt

cf

g

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.

SHEET OF SHEETS


STATE OF ILLINOIS

8'

6'

A POINT

DETECTABLE WARNINGS

LEGEND

5'

4'

7'

13'

6'

6'

(1.3

%)

2.4

%

1.9

%

1.5%

1.9

%

5.1

%

0.5

%

1.9%

0.3

%

1.9%

2.9

%

3.3

%

(1.1%)

(0.3%)

(1.3

%)

3.5%

1.7%

0.0

%

2.4

%

1.2%

0.2

%1.9%

2.0%

(1.9%)

(0.5

%)


MEET EX717.07

716.99

716.59

716.59

716.70

716.82

716.70

716.70

717.35

717.02

717.29

717.14

717.14

76.1' RT

73.9' RT

59.4' RT

63.7' RT

58.1' RT

53.4' RT

52.3' RT

43.2' RT

48.6' RT

38.3' RT209+25.6

209+26.3

209+11.8

209+13.7

208+98.4

209+05.0

208+99.5

208+93.3

208+85.1

208+90.7A

B

C

D

E

F

G

H

I

J

K

L

M

717.16

717.16

717.31

717.53

717.62

37.4' RT

47.7' RT

39.1' RT

47.1' RT209+43.9

209+43.9

209+33.1

209+32.9N

O

P

Q

R

ELEVATION


MEET EX717.68

717.78

717.41

717.41

717.31

716.92

716.99

716.98

716.84

716.84

716.81

716.81

716.80

44.0' RT

49.0' RT

42.2' RT

40.9' RT

47.5' RT

47.6' RT

50.7' RT

54.6' RT

42.6' RT

45.9' RT

48.8' RT207+80.8

207+77.8

207+72.7

207+73.1

207+67.8

207+69.4

207+64.3

207+64.7

207+64.5

207+52.0

207+51.4A

B

C

D

E

F

G

H

I

J

K

L

M

716.77

716.77

716.81

716.81

716.87

716.77

717.10

717.15

54.1' RT

59.8' RT

65.7' RT

60.2' RT

71.9' RT

69.9' RT207+74.5

207+77.9

207+79.6

207+81.5

207+89.1

207+85.8N

O

P

Q

R

S

T

U

ELEVATION

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

(0.5

%)

NERGE ROAD

RO

HL

WIN

G R

OA

D (I

L 53)

NERGE ROAD

RO

HL

WIN

G R

OA

D (I

L 53)

Q R

O

N

P

K

L

M

J

I

F

E

H

G

D

C

B

A

A

B

C

D

I

J

F

E

G

H

S

U

T

R

Q

P

N

O

M

L

K

6'

6'

COOK1346

AC

DMS

BH

35 23

SCALE IN FEET

05 5 10

SCALE IN FEET

05 5 10

18-00069-00-SW

631"=10'


BENCHMARK INFO

ELEV: 719.503

NORTWEST CORNER OF NERGE ROAD AND ROHLWING ROAD

NORTHEAST BOLT ON FIRE HYDRANT LOCATED AT THE

OO

LL

HH

DD

7'

8'

2.0

%

7'

6'

DT WARN

DT WARN

DT WARN

DT WARN

DT WARN

DT WARN

DT WARN

DT WARN

II

LL

OO

QQ

0.6

%

0.7

%

0.8%

7.7

%

716.87

716.77

716.77

716.83

II

LL

OO

QQ

DT WARN

DT WARN

DT WARN

DT WARN

717.16

717.31

717.53

717.62

DD

HH

LL

OO

DT WARN

DT WARN

DT WARN

DT WARN

(2.0%)

3.8

%

2.0

%

209+33.1 39.8 RT

209+33.1 41.8 RT

209+26.5 42.6 RT

209+26.1 40.6 RT

208+99.6 54.6 RT

209+01.0 56.0 RT

208+96.1 61.6 RT

208+94.5 60.4 RT

207+71.8 44.1 RT

207+70.7 45.8 RT

207+75.9 49.0 RT

207+77.0 47.3 RT

207+84.2 54.9 RT

207+87.7 60.5 RT

207+85.9 61.4 RT

207+82.6 56.1 RT

05/09/19

0.3

%

1.4%

7.4

%0.5

%

1.5%

2.0%

3.2%

0.7

%



NERGE ROAD AT ROHLWING ROAD

plotla

bel.tbl

-

-

-

-

-

-

-

-DATE

SECTION NO.

# 184-001322


HRGreen.comCOUNTY


TOTAL

SHEETS

SHEET

NO.F.A.U

RTE.

STA. TO STA.

bhartmaUSER NAME =

PLOT SCALE =

PLOT DATE = 5/30/2019

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

CONTRACT NO.

SCALE:

180938

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.:

180938-sht-s

wra

mps-04.d

gn

IL_pdf

_b

w.plt

cf

g

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.

SHEET OF SHEETS


STATE OF ILLINOIS

119

A POINT

DETECTABLE WARNINGS

LEGEND

(3.0%)

5.4

% 5.1

%

1.8%

1.9

%

2.0%

1.9%

1.6%

(1.3

%)

(0.8

%)

6.1%

(2.1

%)

0.5%

2.0

%

0.0

%

2.0%

0.0

%2.0%

1.4%

(0.7

%)

3.4

%

2.8

%

(0.3%

)



MEET EX

MEET EX

715.71

715.68

714.84

714.77

714.92

714.85

715.80

715.68

714.69

714.69

714.75

714.75

48.7' LT

44.8' LT

45.4' LT

45.6' LT

49.4' LT

49.7' LT

65.8' LT

66.1' LT

45.4' LT

45.3' LT

50.3' LT

50.1' LT118+75.6

118+77.0

118+76.9

118+75.4

118+69.3

118+65.6

118+70.6

118+66.9

118+70.7

118+68.0

118+55.1

118+54.9A

B

C

D

E

F

G

H

I

J

K

L

ELEVATION



MEET EX714.85

714.85

714.94

715.43

715.44

715.02

714.82

714.82

714.94

714.94

714.80

714.88

50.6' LT

50.4' LT

50.8' LT

65.2' LT

65.4' LT

50.9' LT

45.7' LT

46.5' LT

46.7' LT

46.9' LT

47.2' LT

51.1' LT119+51.0

119+51.1

119+26.7

119+23.9

119+18.2

119+17.1

119+26.6

119+24.0

119+20.3

119+22.8

119+17.0

119+15.4A

B

C

D

E

F

G

H

I

J

K

L

ELEVATION

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

CH

AR

LELA LA

NE

NERGE ROAD

CH

AR

LELA LA

NE

NER

GE R

OAD

D

E

C

F

A

B

G

H

I

J

K

L

I

J

K

L

D

C

E

A

B

G

H

F

COOK1346

AC

DMS

BH

35 24

SCALE IN FEET

05 5 10

SCALE IN FEET

05 5 10

18-00069-00-SW

641"=10'


BENCHMARK INFO

ELEV: 717.70

NORTHWEST CORNER OF NERGE ROAD AND CHARLELA LANE

ARROW BOLT ON FIRE HYDRANT LOCATED AT THE

05/09/19

NERGE ROAD AT CHARLELA LANE

plotla

bel.tbl

-

-

-

-

-

-

-

-DATE

SECTION NO.

# 184-001322


HRGreen.comCOUNTY


TOTAL

SHEETS

SHEET

NO.F.A.U

RTE.

STA. TO STA.

bhartmaUSER NAME =

PLOT SCALE =

PLOT DATE = 5/30/2019

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

CONTRACT NO.

SCALE:

180938

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.:

180938-sht-s

wra

mps-05.d

gn

IL_pdf

_b

w.plt

cf

g

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.

SHEET OF SHEETS


STATE OF ILLINOIS

(2.0%)

4.5

%

4.3

%

1.8%

0.6

%

0.7%

1.8

% 0.4%

0.2%

2.0

%

1.2%

(2.8

%)

(1.8%)

0.0

% 0.0%

3.3%

3.9%

1.6

%



MEET EX

MEET EX

714.83

714.91

714.10

714.17

714.07

714.10

714.07

714.07

714.00

714.00

714.25

714.14

45.4' LT

49.4' LT

44.9' LT

49.0' LT

44.6' LT

49.0' LT

44.6' LT

44.0' LT

49.0' LT

48.9' LT

70.7' LT

70.4' LT124+79.6

124+76.0

124+83.6

124+82.3

124+80.6

124+79.0

124+77.7

124+77.2

124+74.0

124+72.8

124+58.1

124+57.8A

B

C

D

E

F

G

H

I

J

K

L

ELEVATION



MEET EX716.16

716.20

715.09

715.09

715.09

715.09

714.90

714.99

715.09

715.42

715.48

44.1' LT

48.1' LT

44.3' LT

48.2' LT

44.2' LT

43.6' LT

48.5' LT

48.3' LT

48.3' LT

58.5' LT

58.3' LT125+35.7

125+32.2

125+31.9

125+29.6

125+28.1

125+31.2

125+32.7

125+35.7

125+35.8

125+49.8

125+49.9A

B

C

D

E

F

G

H

I

J

K

ELEVATION

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

BONAVENTURE DRIVE

NE

RG

E R

OA

DN

ER

GE R

OA

D

BONAVENTURE DRIVE

SCALE IN FEET

05 5 10

SCALE IN FEET

05 5 10

COOK1346

AC

DMS

BH

35 2518-00069-00-SW

651"=10'


AB

K

LF

IJ

H

G

E

CD

H

G

F

I

JE

D K

C

BA

A POINT

DETECTABLE WARNINGS

LEGEND

BENCHMARK INFO

ELEV: 716.92

CORNER OF NERGE ROAD AND BONAVENTURE DRIVE

SOUTHWEST BOLT ON HYDRANT LOCATED AT THE SOUTHEAST

2.0

%

2.0

%

4.1

%

05/09/19

7.5

%

7.3

%

NERGE ROAD AT BONAVENTURE DRIVE

plotla

bel.tbl

-

-

-

-

-

-

-

-DATE

SECTION NO.

# 184-001322


HRGreen.comCOUNTY


TOTAL

SHEETS

SHEET

NO.F.A.U

RTE.

STA. TO STA.

bhartmaUSER NAME =

PLOT SCALE =

PLOT DATE = 5/30/2019

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

CONTRACT NO.

SCALE:

180938

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.:

180938-sht-s

wra

mps-06.d

gn

IL_pdf

_b

w.plt

cf

g

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.

SHEET OF SHEETS


STATE OF ILLINOIS

(0.5%)

0.4

%

1.2

%

1.9%

1.6

%

1.4

%

1.9%

1.2%

6.7

%

0.9

%

3.7%

4.0%

(1.2

%)

(3.8

%)

1.1%

(2.1%)



MEET EX

MEET EX

723.00

722.81

722.60

722.60

721.95

722.26

722.20

721.82

721.78

723.11

723.03

58.8' RT

58.7' RT

46.7' RT

49.4' RT

39.1' RT

49.4' RT

45.5' RT

37.7' RT

36.5' RT

49.5' RT

45.5' RT128+97.2

128+97.2

129+13.1

129+12.7

129+12.2

129+12.2

129+18.0

129+19.8

129+24.7

129+25.9

129+21.0A

B

C

D

E

F

G

H

I

J

K

L

ELEVATION



MEET EX722.07

722.09

721.97

722.06

721.85

721.86

721.96

721.36

721.47

721.42

43.1' LT

47.1' LT

43.6' LT

47.6' LT

44.5' LT

45.2' LT

50.0' LT

50.0' LT

55.1' LT

58.1' LT129+22.1

129+10.6

129+15.8

129+05.2

129+07.2

129+07.8

128+99.6

129+00.0

128+91.5

128+91.2A

B

C

D

E

F

G

H

I

J

K

L

ELEVATION

MEET EX

MEET EX

MEET EX

MEET EX

721.54

722.17

722.10

61.1' LT

76.5' LT

75.4' LT129+28.5

129+22.4

129+15.0M

N

O

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

MEET EX

NE

RG

E R

OA

D

DEVON AVENUE

NE

RG

E R

OA

D

DEVON AVENUE

SCALE IN FEET

05 5 10

SCALE IN FEET

05 5 10

COOK1346

AC

DMS

BH

35 26

K L

G

DA

BC

E

F

J

I

H

A B

DC

F

E

I

J

K

L

N

O

M

G

18-00069-00-SW

661"=10'


A POINT

LEGEND

BENCHMARK INFO

ELEV: 722.19

ROAD AND DEVON AVENUE

HANDHOLE LOCATED AT NORTHEAST CORNER OF NERGE

CHISELED SQUARE IN SOUTHEAST CORNER OF DOUBLE

4.3% 0.0

%

4.4

%

1.5%

1.5

%

7.1

%

05/09/19

ADA RAMP GENERAL NOTES

CCDOTH AT 312-603-1730 BEFORE CONSTRUCTION.

REQUIRED BEFORE THE SIDEWALK CONSTRUCTION. THE CONTRACTOR SHALL CONTACT

COORDINATION BETWEEN THE ELECTRICAL CONTRACTOR AND SIDEWALK CONTRACTOR IS

ALL PEDESTRIAN PUSH-BUTTON LOCATIONS SHALL MEET ADA/PROWAG REQUIREMENTS.

BE INCLUDED IN THE COST OF THE PAY ITEM "PEDESTRIAN PUSH-BUTTON"

EXISTING HOLES IN THE POST AND/OR MAST ARM POLE SHALL BE PLUGGED. THIS SHALL

IF PEDESTRIAN PUSH-BUTTON ARE CHANGED DUE TO ADA/PROWAG REQUIREMENTS, THE

1.

2.

3.

M

N

O

M

N

O

DET WARN

DET WARN

DET WARN

DET WARN

P

QP

Q

DET WARN

DET WARN

DET WARN

DET WARN

H

721.39

721.45

1.5%

1.5%

721.42

721.48

721.98

722.06

722.06

722.14

PQ

1.5%

P

Q 722.98

723.04129+01.2 49.5' RT

129+01.2 45.5' RT

129+17.9 40.7' RT

129+12.8 42.5' RT

129+17.8 42.7' RT

129+12.9 40.5' RT

129+14.8 51.0' LT

129+20.8 59.0' LT

129+13.4 52.4' LT

129+19.0 60.0' LT

NERGE ROAD AT DEVON AVENUE

DETECTABLE WARNINGS (SPECIAL)

180938-sht-det_bd08.dgn

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bel.tbl

U

1346 35 2718-00069-00-SW COOK


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ME:

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5/30/2019

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4:5

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AM


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IL_pdf

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1346 35 2818-00069-00-SW COOK


CLIE

NT:

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T

CO

NT

AC

T:

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MP

AN

Y

NA

ME:

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5/30/2019

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5:0

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AM


gn

IL_pdf

_b

w.plt

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plotla

bel.tbl

U

1346 35 2918-00069-00-SW COOK

REGARDLESS OF PAVEMENT COMPOSITION (9" MIN.) TO THE DEPTH OF THE ADJACENT PAVEMENT,

THE THICKNESS OF THE GUTTER SHALL BE EQUIVALENT

WITH TOPSOIL, 4"

CONCRETE CURB AND GUTTER, OF THE TYPE SPECIFIED

INCLUDED IN THE COST OF COMBINATION

SUITABLE BACKFILL MATERIAL

CONCRETE CURB AND GUTTER, OF THE TYPE SPECIFIED

DRIVEWAYS, AND MEDIANS. (INCLUDED IN THE COST OF COMBINATION

PROPOSED 3/4" PREFORMED EXPANSION JOINT AT CONCRETE SIDEWALKS,

THIS WORK SHALL BE INCLUDED IN THE COST OF THE CURB AND GUTTER REMOVAL.

8" AT 24" CENTERS IN ACCORDANCE WITH THE ARTICLE 420.05(B) OF THE STANDARD SPECIFICATIONS.

WHICH ARE DAMAGED OR MISSING SHALL BE REPLACED WITH #6 TIE BARS, 24" LONG, EMBEDDED

TIE BARS CAN BE USED IN TYING THE NEW CURB AND GUTTER TO THE EXISTING PAVEMENT. ANY TIE BARS

PAVEMENT REMAINING IN PLACE, THE CONTRACTOR SHALL PERFORM THE REMOVAL SO THAT THE EXISTING

WHERE EXISTING CURB AND GUTTER IS TO BE REMOVED AND REPLACE ADJACENT TO EXISTING CONCRETE

SODDING WITH TOPSOIL FURNISH AND PLACE 4" WILL BE PAID FOR SEPARATELY

COST OF COMBINATION CURB AND GUTTER REMOVAL

CUTTING AND REMOVING LONGITUDINAL BARS SHALL BE INCLUDED IN THE

COMBINATION CONCRETE CURB AND GUTTER, OF THE TYPE SPECIFIED.

REMOVAL AND REPLACEMENT 4" OR LESS IS INCLUDED IN THE COST OF


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NA

ME:

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5/30/2019

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1346 35 3018-00069-00-SW COOK

180938-sht-det_tc10.dgn

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NT

AC

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AN

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NA

ME:

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5/30/2019

10:5

5:2

2

AM

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U

1346 35 3118-00069-00-SW COOK


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ME:

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U

1346 35 3218-00069-00-SW COOK


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5/30/2019

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1346 35 3418-00069-00-SW COOK

180938-sht-det_ts07.dgn

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1346 35 3518-00069-00-SW COOK

plans for proposed kendall federal-aid highway

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