AIRPORTS AUTHORITY

2

1 of 1

of 31

GN01.0001

SUMMARY OF QUANTITIES

&

INDEX TO SHEETS

PROJECT IDENTIFIER

VOLUME NUMBER

SHEET NUMBER

AIRPORTS AUTHORITY

METROPOLITAN WASHINGTON

AIRPORTS AUTHORITY


DESIGN DEPARTMENT

OFFICE OF ENGINEERING

REVISION DATE

DATE

NO.

WASHINGTON, D.C.WASHINGTON DULLES INTERNATIONAL AIRPORT

SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED

CONSULTING ENGINEERS

CRAWFORD MURPHY & TILLY, INC.

SPRINGFIELD, IL

IA1306GN01.0001.dgn 2/24/2014

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TAXILANE C RECONSTRUCTION

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Lic. No. 043615

SUMMARY OF QUANTITIES

ITEM

NUMBERDESCRIPTION OF OFFERED ITEM UNIT

QUANTITY

AS-BUILT

QUANTITY

LSMOBILIZATION

MAINTENANCE AND PROTECTION OF AIR TRAFFIC LS

D-705-5.1

UNDERCUT BACKFILL STONE

SOIL STABILIZATION FABRIC

SY

PAVEMENT MARKING REMOVAL SF

D-751-5.1

017113-1.1

017114-1.1

017114-1.2

017114-1.3

017114-1.4

BEAM BARRICADE

BUCKET BARRICADE

EA

EA

EA

P-621-5.1

PLAIN PCC TEST BATCHP-501-8.2 LS

LF

P-501-8.1

CLASS A BARRICADE

UNDERDRAIN CLEANOUT

SY

SF

GEOGRID FOR SUBGRADE STABILIZATION

D-751-5.2 UNDERDRAIN COLLECTION STRUCTURE

D-751-5.3 UNDERDRAIN DIRECT CONNECTION

SF

PROPOSAL

BASE

TEMPORARY PAVEMENT MARKINGP-620-5.2

P-620-5.1 PAVEMENT MARKING - WATERBORNE

SY

P-161-5.1

P-160-5.1

SY

SAFETY PLAN COMPLIANCE DOCUMENT

EA

EA

EA

D-751-5.5

SEQUENCE DESCRIPTION

INDEX TO SHEETS

1

2

3

4

5

6

7

8

9

10

11

13

14

17

19

20

22

23

25

26

28

29

31

COVER SHEET

GENERAL CONTRACT NOTES

MAINTENANCE OF TRAFFIC DETAILS

GN00.0001

GN01.0001

GN02.0001

GN02.0002

GN02.0003

GN03.0002

CV02.0101

CV03.0001

CV03.0301

CV04.0101

CV05.0001 JOINTING DETAILS 1

CV05.0002 JOINTING DETAILS 2

UNDERDRAIN DETAILSCV05.0301

CV05.0401

CV03.0201

CV02.0001

GENERAL PHASINGGN03.0001

CV03.0101

PAVEMENT MARKING 1

CV03.0302 PAVEMENT MARKING 2

EROSION CONTROL DETAILS

GN03.0003

CV03.0401

JOINT ELEVATIONS 1

CV03.0202 JOINT ELEVATIONS 2

CONTRACTOR'S ACCESS, HAULING & STORAGE PLAN

12

15

18

21

24

27

30

CV03.0203 JOINT ELEVATIONS 3

NAME

SHEET

16

GN03.0004

CV03.0303

SODDING SY

CV05.0501 SPALL REPAIR DETAILS

CV05.0201 PAVEMENT MARKING DETAILS 1

PAVEMENT MARKING DETAILS 2

CV04.0001

CV03.0304

TEMPORARY PAVEMENT MARKING 1


CV05.0502 SLAB REPLACEMENT DETAILS

CV05.0202

EROSION AND SEDIMENT CONTROL

DEMOLITION

PAVEMENT GEOMETRY

PAVEMENT JOINTING

DRAINAGE IMPROVEMENTS

6" PVC UNDERDRAIN PIPE

PHASING 2 BARRICADE LAYOUT



TYPICAL NEW PAVEMENT SECTIONS

017114-1.5 LS

UNSUITABLE SUBGRADE UNDERCUT EXCAVATION

P-152-4.1

P-152-4.2

SY

CY

BITUMINOUS SHOULDER REMOVAL AND REPLACEMENT

P-162-5.1

P-209-5.1

P-220-5.1 TON

P-301-5.1

17.5" PLAIN PCC PAVEMENT

P-751-5.4 CONNECT EXISTING UNDERDRAIN TO NEW UNDERDRAIN

CAP EXISTING UNDERDRAIN

STORMWATER POLLUTION PREVENTION LS

1

1

15

3

1

130

35

1

5

3

1

3

5

1

100

2,500

6,875

6,750

10,500

11,750

11,750

11,750

8,200

11,750

11,750

11,750

SY

SY

SY

EA

EA

329200-1.1

312514-1.1

TYPICAL EXISTING PAVEMENT SECTIONS AND DEMOLITION DETAILS

P-304-7.1

CEMENT-MODIFIED SUBGRADE (6")

CRUSHED AGGREGATE BASE COURSE (6")

CEMENT TREATED BASE COURSE FOR TAXIWAYS (6")

400

1,175

INDEX TO SHEETS & SUMMARY OF QUANTITIES

PAVEMENT REMOVAL, 42" DEPTH

SHEET NAME

1 of 1

of 31

1000

500

GN02.0001

T/W E

T/W Z

CO

NC

OU

RS

E

D

CO

NC

OU

RS

E

B


T/W

D

T/W

C

T/W

B

T/W

A

T/L

C

T/L

D

T/L E

R/W 01C-19C

T/W Y

7T/W Y6T/

W Y

5T/W Y4T/

W Y

3

3

NO

RT

H

SC

AL

E IN

FE

ET

0

9013

9032

T/W Y

T/W

Y8

T/W

Y9

T/W

Q

R/W 12-3

0

WORK AREA

T/W F

ABOVE GROUND IS 20 FEET

MAXIMUM HEIGHT OF EQUIPMENT

EXISTING UTILITIES

PAVEMENT DESIGN DATA

FAA AC 150/5320-6E USING FAARFIELD.

PAVEMENT DESIGNED IN ACCORDANCE WITH

RAMP IS 129.55.

RAMP CONTROL FREQUENCY FOR C/D

EXPENSE TO THE SATISFACTION OF THE COTR.

CONTRACTOR'S OPERATIONS SHALL BE RESTORED IMMEDIATELY AT THE CONTRACTOR'S

IMMEDIATELY NOTIFY THE COTR. ANY SUCH MAINS AND/OR SERVICES DISTURBED BY THE

INTERFERENCE IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL

011000-1.10 OF THE SPECIFICATIONS. IN THE EVENT AN UNEXPECTED UTILITY

INFORMATION AND ASSISTANCE IN LOCATING UTILITIES IN ACCORDANCE WITH SECTION

OPERATIONAL PLANS. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR DETAILED

PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE COTR OF HIS

OF ALL SUCH FACILITIES, INCLUDING SERVICE CONNECTIONS TO UNDERGROUND UTILITIES.

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ACTUAL LOCATION

THOSE TO BE ENCOUNTERED IN THE CONSTRUCTION.

MATERIAL OF EXISTING UNDERGROUND UTILITIES INDICATED ARE REPRESENTATIVE OF

GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT THE LOCATIONS, SIZE, AND TYPE OF

THE ACCURACY, COMPLETENESS, OR SUFFICIENCY OF THE INFORMATION. THERE IS NO

THE COTR NOR THE ENGINEER ASSUMES ANY RESPONSIBILITY WHATEVER IN RESPECT TO

OBTAINED FROM EXISTING RECORDS AND FIELD SURVEYS. NEITHER THE AUTHORITY NOR

THE LOCATION OF UNDERGROUND UTILITIES AS INDICATED ON THE PLANS HAS BEEN

ABBREVIATIONS

PORTLAND CEMENT CONCRETEPCC

HOT MIX ASPHALTHMA

CEMENT TREATED BASE COURSECTBC, CTB

CONTROLLED LOW STRENGTH MATERIALCLSM

AIRPLANE DESIGN GROUPADGSYSTEM AND WIRING.

MAINTENANCE AS WELL AS MAINTENANCE AND REPAIR OF TEMPORARY ELECTRICAL

24 HOUR CALL BASIS FOR EMERGENCY BARRICADE AND BARRICADE LIGHTING

AND PHONE NUMBER OF ONE OR TWO INDIVIDUALS WHO WILL BE AVAILABLE ON A

PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL SUBMIT TO THE COTR A NAME

CONTROL TOWER AND AIRPORT OPERATIONS.

PAVEMENT. THE COTR WILL COORDINATE ACCESS WITH THE AIR TRAFFIC

OR EQUIPMENT ENTERING THE OBJECT FREE AREA OF ANY ACTIVE AIRFIELD

THE CONTRACTOR SHALL COORDINATE WITH THE COTR PRIOR TO PERSONNEL

CONFORMING TO THE BARRICADE DETAILS SHOWN IN THESE PLANS.

PROMINENTLY MARKED WITH BARRICADES WITH STEADY-BURN RED LIGHTS

OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL BE

COORDINATE WITH THE COTR.

ABOVE THE GROUND. IF ADDITIONAL HEIGHT IS NEEDED, CONTRACTOR SHALL

THE MAXIMUM HEIGHT OF CONSTRUCTION EQUIPMENT SHALL NOT EXCEED 20 FEET

PLANS OR AS DIRECTED BY THE COTR.

BARRICADES SHALL CONFORM TO THE BARRICADE DETAINS SHOWN IN THESE

ALL WORK AREAS ON OR ADJACENT TO THE AOA SHALL BE IDENTIFIED. THE

TO PREVENT ITS MOVEMENT BY WIND, JET BLAST OR PROPELLER WASH.

STOCKPILED AND CONSTRUCTION MATERIALS SHALL BE CONSTRAINED IN A MANNER

AND/OR AT THE DIRECTION OF THE COTR.

AIRFIELD UTILITY OUTAGES SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS

LIES WITH THE COTR.

FINAL AUTHORITY IN THE APPROVAL OF CONSTRUCTION ACTIVITIES AND SEQUENCING

COTR AND OTHER CONTRACTORS WORKING IN CLOSE PROXIMITY TO THIS PROJECT.

THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE

AT THE CONTRACTOR'S STORAGE AREA SHOWN ON THE PLANS.

ALL MATERIALS AND EQUIPMENT SHALL BE STORED AND PARKED, WHEN NOT IN USE,

RUNWAYS AND SERVICE ROADS.

ANY HAULING OR OTHER OPERATIONS INVOLVING ACTIVE TAXIWAYS, APRONS,

(WET/DRY) EQUIPMENT COMPLETE WITH OPERATORS ON THE PROJECT DURING

OBJECTS, THE CONTRACTOR SHALL MAINTAIN MECHANICAL SWEEPER/VACUUM

FOR EXTREME DAMAGE TO AIRCRAFT ENGINES DUE TO THE INGESTION OF FOREIGN

RESULTING FROM THE CONTRACTOR'S OPERATIONS. BECAUSE OF THE POTENTIAL

IMMEDIATE CLEANING OF EARTH TRACKING AND SPILLS ON PAVED SURFACES

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EFFORT AND COST OF THE

AIRPORT ROADWAYS, TAXIWAYS AND APRONS.

SUCH THAT NO SPILLAGE OCCURS DURING TRANSIT ON THE STATE, MUNICIPAL, OR

DUMP TRUCKS SHALL USE LOAD COVERS AND SHALL BE LOADED BY THE CONTRACTOR

CONSTRUCTION.

PROVISIONS OF THE VIRGINIA FIRE PREVENTION CODE WILL BE ENFORCED DURING

TIMES.

ACCESS TO ALL FIRE HYDRANTS AND STAND PIPES SHALL BE MAINTAINED AT ALL

SITE ACCESS AND HAUL ROUTES.

MATERIALS SHALL REMAIN WITHIN THE LIMITS OF CONSTRUCTION AND WITHIN THE

ALL CONTRACTOR AND SUBCONTRACTOR PERSONNEL, VEHICLES, EQUIPMENT AND

VERTICAL DATUM OF 1988 (NAVD88).

PLANE SYSTEM (NAD83). VERTICAL CONTROL IS BASED ON THE NATIONAL AMERICAN

THE HORIZONTAL CONTROL ON THIS PROJECT IS BASED ON THE VIRGINIA STATE

FOR ALL INSPECTION REQUESTS, PERMIT REQUESTS, AND ACCESS CHANGE REQUESTS.

INTERNATIONAL AIRPORT. A MINIMUM OF 48 HOURS PRIOR NOTICE IS REQUIRED

AS REQUIRED FROM THE FIRE INSPECTOR'S OFFICE AT WASHINGTON DULLES

FUEL TANK PERMITS, HAZARDOUS MATERIAL STORAGE PERMITS AND OTHER PERMITS

CONTRACTOR SHALL OBTAIN BURN, WELD AND HOT FLAME PERMITS, PORTABLE

SPECIFICATIONS AND THE AUTHORITY'S CONSTRUCTION SAFETY MANUAL.

THE CONTRACTOR'S SAFETY EFFORTS, AS DEFINED IN SECTION 007300 OF THE

THE CONTRACTOR SHALL PROVIDE A FULL TIME SAFETY PROFESSIONAL TO MANAGE

DOCUMENT PER SECTION 017114.

DOCUMENTS. CONTRACTOR SHALL ALSO SUBMIT A SAFETY PLAN COMPLIANCE

CONSTRUCTION SAFETY MANUAL. THE SAFETY MANUAL IS INCLUDED IN THE CONTRACT

THE CONTRACTOR'S SAFETY PLAN SHALL BE IN CONFORMANCE WITH THE AUTHORITY

THE CONTRACTOR SHALL SUBMIT A SAFETY PLAN UPON NOTIFICATION OF AWARD.

AND COMPLY WITH THE REQUIREMENTS IN THESE PUBLICATIONS.

TO MAKE SURE ALL THE SUBCONTRACTORS, SUPPLIERS, VENDORS, ETC. RECEIVE

THE CONTRACT DOCUMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR

AIRPORTS AUTHORITY. THE ORDERS AND INSTRUCTIONS ARE CONTAINED IN

ORDERS AND INSTRUCTIONS PUBLISHED BY THE METROPOLITAN WASHINGTON

THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT VEHICLE OPERATIONAL

19.)

18.)

17.)

16.)

15.)

14.)

13.)

12.)

11.)

10.)

9.)

8.)

7.)

6.)

5.)

4.)

3.)

2.)

1.)


SPECIFIED TIME.

CONTRACTOR IF WORK IS NOT COMPLETED IN THE

LIQUIDATED DAMAGES WILL BE ASSESSED TO THE

COMPLETE ALL WORK WITHIN THE TIME ALLOTTED.

THROUGH THE COTR. THE CONTRACTOR SHALL

PAVEMENT CLOSURES WITH AIRPORT OPERATIONS

THE CONTRACTOR SHALL COORDINATE ALL AIRFIELD

AT

CT

PROJECT IDENTIFIER

VOLUME NUMBER

SHEET NUMBER

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

IA1306GN02.0001.dgn 2/24/2014

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01/ 29 / 14

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0:1

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SECTION 1


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Lic. No. 043615

SHEET NAME

ACS MONUMENT####

LEGEND

NUMBER

POINTNORTHING EASTING

9013

9032

MONUMENTS(VIRGINIA STATE PLANE COORDINATES)

7028484.873 11781119.333

7024326.128 11780334.696

ELEVATION

NGVD88

289.39

280.53

1 of 1

of 31

CONTRACTOR ACCESS AND HAUL ROAD NOTES

STORAGE PLAN

HAULING &

CONTRACTOR'S ACCESS,

GN02.0002

4

NO

RT

H

SC

AL

E IN

FE

ET

02

000

1000

LEGEND

DESIGNATED CONTRACTOR HAUL ROUTE

ROAD OFF LIMITS TO CONTRACTOR VEHICLES

PROJECT WORK AREA

CONTRACTOR STORAGE & STAGING AREAS

AND ASPHALT DELIVERIES

OPTIONAL HAUL ROUTE FOR CONCRETE

SECURITY NOTES

EROSION AND SEDIMENT CONTROL NOTES

WASTE SOIL DISPOSAL AREA NOTES STAGING AREA NOTES

CONCURRENT CONSTRUCTION PROJECTS

PROGRESS CLEANING

5.)

4.)

3.)

2.)

1.)

1.)

AT ALL TIMES IN ACCORDANCE WITH SECTION 007300 PARAGRAPH 1.12I.

CONTRACTOR SHALL PROVIDE SWEEPER/VACUUM EQUIPMENT ON THE AIRSIDE

IN ADDITION TO THE REQUIREMENTS OF SECTION 017300, PARAGRAPH 3.6, THE

NEEDED TO MAINTAIN THE CONDITION OF THE ON-SITE HAUL ROADS. PLACING

SHALL PLACE ADDITIONAL GRAVEL MATERIAL, APPROVED BY THE COTR, AS

HAUL ROADS THROUGHOUT THE DURATION OF THE PROJECT. THE CONTRACTOR

AND VIDEO. THE CONTRACTOR SHALL PRESERVE THE CONDITION OF THE

DOCUMENT THE CONDITION OF THE EXISTING HAUL ROADS WITH PICTURES

PRIOR TO ANY WORK COMMENCING, THE CONTRACTOR AND COTR SHALL

HAUL ROADS AS SHOWN ON THIS DRAWING.

ALL CONSTRUCTION TRAFFIC SHALL TRAVEL ON THE EXISTING ON-SITE

THE WORK SITE AND THE STAGING AREA.

THE CONTRACTOR SHALL PROVIDE EMPLOYEE TRANSPORTATION BETWEEN

STAGING AND STORAGE AREA.

STORAGE AREA. PERSONAL VEHICLES ARE NOT PERMITTED BEYOND THE

THE EMPLOYEES SHALL PARK IN THE DESIGNATED CONTRACTOR STAGING AND

GATE 313 SHALL BE THE ACCESS POINT FOR THE CONTRACTOR'S EMPLOYEES.

NOTE 8 FOR GATE HOURS AND RESTRICTIONS.

GATES 118 AND 127 MAY BE USED FOR EXITING CONSTRUCTION TRAFFIC. SEE

GATE 118 MAY BE USED FOR CONCRETE AND ASPHALT DELIVERIES.

GATE 313 SHALL BE THE PRIMARY ACCESS POINT FOR ALL CONSTRUCTION TRAFFIC.

5.)

4.)

3.)

2.)

1.)

9.)

8.)

7.)

6.)

GEOMETRY LOCATION

1

2

3

4

NORTHING EASTING

11778220.6247035491.795

11778220.5967034557.988

11777735.5767035491.809

11777735.5487034558.002

4

1 2

3

WASTE SOIL DISPOSAL AREA

GATE 225: UNMANNED GATE WITH CARD SWIPE. OPEN 24 HOURS, 7 DAYS PER WEEK.

NORTHBOUND TRAFFIC.

AND ESCORTED VEHICLE MAY FOLLOW. ESCORT ALSO REQUIRED FOR

GATE 126: UNMANNED GATE. SOUTHBOUND REQUIRES CARDSWIPE BY ESCORT

GATE 127: OPEN 6 AM TO 6 PM, MON-FRI. NO ESCORTED VEHICLES OR PERSONNEL.

GATES 118 & 313: OPEN 24 HRS, 7 DAYS PER WEEK, ESCORT GATE.

CLEAN OF DEBRIS AT ALL TIMES DURING HAULING OPERATIONS.

THE CONTRACTOR SHALL KEEP HAUL ROADS AND ACTIVE TAXIWAYS SWEPT

TO THE EMERGENCY RESPONSE TIME.

RESPONSE VEHICLES CAN OPERATE ON THESE ROADS WITHOUT DELAYS

THE ON-SITE HAUL ROADS SHALL BE SUCH THAT THE EMERGENCY

EXISTING ON-SITE HAUL ROADS AT ALL TIMES. THE CONTRACTOR USE OF

AIRPORT EMERGENCY VEHICLES MUST HAVE UNRESTRICTED USE OF THE

ADDITIONAL COMPENSATION SHALL BE MADE FOR THIS WORK.

ADDITIONAL GRAVEL SHALL BE INCLUDED IN THE CONTRACT COST AND NO

- TAXIWAY Z RECONSTUCTION, SECTION 2

- HYDRANT FUEL LINES REPAIR

- TRENCH DRAIN REPAIR

- MWAA PAVEMENT MAINTENANCE CONTRACT

THESE PROJECTS ARE LISTED BELOW:

THIS PROJECT BUT MAY AFFECT ACCESS AND STAGING.

ARE NOT IMMEDIATELY ADJACENT TO THE LIMITS OF

DULLES INTERNATIONAL AIRPORT. THE PROJECTS

WITH SEVERAL OTHER PROJECTS AT WASHINGTON

THIS PROJECT WILL BE CONSTRUCTED CONCURRENTLY

THE STAGING AREA.

SEE SPECIFICATION SECTION 015000, PARAGRAPH 3.6 FOR ADDITIONAL UTILITIES INFORMATION AT

UNSUITABLE SOILS SHALL NOT BE STORED AT THE STAGING SITE.

STORED AT THE CONTRACTOR'S STAGING AREA.

WHEN NOT IN USE FOR CONSTRUCTION OPERATIONS, ALL EQUIPMENT AND VEHICLES SHALL BE

VEHICLES ARE NOT PERMITTED BEYOND THE STAGING AREA.

ALL THE CONTRACTOR'S PERSONNEL SHALL PARK AT THE CONTRACTOR STAGING AREA. PERSONAL

NOT BE ERECTED IN THIS AREA.

HAVE AN AREA SET ASIDE WITHIN THE STAGING AREA EQUAL TO 20,000 SF. A BATCH PLANT SHALL

THE CONTRACTOR STAGING SITE SHALL BE AS SHOWN ON THE DRAWING. THE CONTRACTOR SHALL

SHALL BE COORDINATED THROUGH THE COTR.

REQUESTS FOR EXCEPTIONS TO THE POLICIES AND PROCEDURES OF THIS DOCUMENT

THE CONTENTS OF THE VEHICLE AND/OR TRAILER WHEN ARRIVING AT THE AOA GATE.

OPERATORS MUST HAVE IN THEIR POSSESSION A COMMERCIAL MANIFEST IDENTIFYING

IN ADVANCE WITH THE COTR, SO THAT THE GATE GUARDS MAY BE NOTIFIED. VEHICLE

AIRPORT BULLETIN IAD 4/8.1 REQUIRES ALL VEHICLE DELIVERIES TO BE COORDINATED

FROM THE AIRPORT AND FURTHER DISCIPLINARY ACTION.

FAILURE TO COMPLY WITH THESE RULES IS GROUNDS FOR IMMEDIATE REMOVAL

VEHICLES.

UNAUTHORIZED VEHICLES MAY ENTER ONLY UNDER ESCORT FROM AUTHORIZED

VALID SIDA DRIVER'S PERMITS MAY DRIVE UNESCORTED WITHIN THE SIDA.

AUTHORIZING THE VEHICLE FOR USE WITHIN THE SIDA. ONLY PERSONS HOLDING

NO. 3-2-2A, AND AN AUTHORITY-ISSUED STICKER FROM THE AIRPORT MANAGER

MATERIALS AS OUTLINED IN THE AUTHORITY'S ORDERS AND INSTRUCTIONS,

VEHICLES ENTERING THE SIDA MUST DISPLAY ALL NECESSARY IDENTIFICATION

COMPLY WITH THESE PROCEDURES.

AND CONTRACTORS ARE EXPECTED TO FAMILIARIZE THEMSELVES WITH AND

TO ENTERING. THE PROCEDURES WILL BE OUTLINED BY THE AIRPORT MANAGER,

VEHICLES ENTERING THE AOA ARE SUBJECT TO SEARCH AND INSPECTION PRIOR

AND INSTRUCTIONS, IAD 6-4-1D."

FOR ADDITIONAL INFORMATION REFER TO LATEST VERSION OF "AIRPORT ORDERS

TIMES BY A PERSON DISPLAYING AN AUTHORITY-ISSUED IDENTIFICATION CARD.

BE ESCORTED FOR NO MORE THAN 30 DAYS PROVIDED THEY ARE ESCORTED AT ALL

CARD ISSUED BY THE AUTHORITY. EMPLOYEES WITHOUT IDENTIFICATION CARD MAY

IDENTIFICATION DISPLAY AREA (SIDA) ARE REQUIRED TO DISPLAY AN IDENTIFICATION

AUTHORIZING ACCESS TO THE AOA. ALL PERSONS ENTERING THE SECURITY

REQUIRED TO CARRY AN IDENTIFICATION CARD ISSUED BY THE AUTHORITY

EACH PERSON ENTERING THE AIR OPERATIONS AREA (AOA) OF THE AIRPORT IS

6.)

5.)

4.)

3.)

2.)

1.)

ADDITIONAL REQUIREMENTS.

TO ASSOCIATED ITEMS. SEE SPECIFICATION ITEM P-152 AND 312514 FOR

AND ASSOCIATED EROSION CONTROL MEASURES SHALL BE INCIDENTIAL

DISTURBED AREAS AT THE WASTE SOIL AREA. COST OF HANDLING MATERIAL

IN THE AREA MATERIAL IS DUMPED AND PLACE TEMPORARY SEED ON ANY

SHALL BE RESPONSIBLE FOR PROVIDING EROSION CONTROL MEASURES

MATERIAL AT THE WASTE SOIL AREA AS DIRECTED BY COTR. CONTRACTOR

THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUMPING AND GRADING

PCC, CTB AND AGGREGATE BASE OFF OF AIRPORT PROPERTY.

THE CONTRACTOR SHALL DISPOSE OF ALL UNSUITABLE MATERIALS AND

ALLOWABLE ELEVATION IS 274.00 FEET.

TOWARDS THE WEST. MAXIMUM ALLOWABLE SLOPE IS 4H:1V. MAXIMUM

THAN 12" THICK AND CONTINUOUSLY GRADED TO PROMOTE DRAINAGE

PATTERN WITH COTR. SOIL SHALL BE SPREAD IN LOOSE LIFTS NO MORE

PARA 2.2.j. CONTRACTOR SHALL COORDINATE WASTE SOIL PLACEMENT

DEPOSITED IN ACCORDANCE WITH THE SPECIFICATION SECTION P-152

AT THE WASTE SOIL DISPOSAL AREA. MATERIALS SHALL BE SORTED AND

THE CONTRACTOR SHALL DISPOSE OF ALL SUITABLE WASTE MATERIALS

3.)

2.)

1.)

PREVENTION PLAN HAS BEEN SUBMITTED AND APPROVED BY THE COTR.

NO PAVEMENT DISTURBANCE SHALL OCCUR UNTIL A STORMWATER POLLUTION 3.)

DISCHARGE INTO A STORM SEWER INLET.

THROUGH A PORTABLE SEDIMENT REMOVAL/FILTRATION SYSTEM PRIOR TO

ALL WATER PUMPED OUT OF CONSTRUCTION AREAS SHALL BE DISCHARGED 2.)

REQUIREMENTS.

SEE SECTION 312514 FOR STORMWATER POLLUTION PREVENTION PLAN 1.)

X

CSW

CS

W

CS

W

CS

W

607

AT

CT

DE

TE

NTIO

N

PO

ND

PROJECT IDENTIFIER

VOLUME NUMBER

SHEET NUMBER

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

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SECTION 1


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RICHARD G. THUMA

Lic. No. 043615

WORK AREA

R/W 01C-19C

R/W 01R-19L

R/W 1

2-3

0

GATE 127

GATE 126

GATE 118

RO

UTE 5

0

FLIGHTLINE ROAD

RO

AD

FLIG

HTLIN

E

GATE 313

CO

NC

OU

RS

E A

CO

NC

OU

RS

E B

K2 K4K5K

3

F

K1

K8

STAGING AREA

CONTRACTOREDCBA

K

J

317

GATE

K

J

CO

NC

OU

RS

E D

CO

NC

OU

RS

E C

Z

Y

Y8

Y9

Y11

OFFICES

COTR

Y7Y5Y3Z Y1

Y2 Y4Y6

VAULT

LIGHTING

AIRFIELD

GATE 225

TX

Y.

Q

DISPOSAL AREA

WASTE SOILFU

TU

RE T

AXIW

AY W

FU

TU

RE T

AXIW

AY W

1

EAST LAGOON

SOUTHWEST LAGOON

LAGOON

NORTHWEST

SHEET NAME

5

1 of 1

of 31

GN02.0003

TRAFFIC DETAILS

MAINTENANCE OF

PROJECT IDENTIFIER

VOLUME NUMBER

SHEET NUMBER

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

IA1306GN02.0003.dgn 2/24/2014

JLR

DRH

AS SHOWN

01/ 29 / 14

5:4

1:2

2 P

M

IA1306

JGH

RGT

SECTION 1


MAP

GSE

AI

NIG

RIV

FOHTLAEW

N

OM

MO

C

PR

OF

ESSIONAL EN

GIN

EE

R

RICHARD G. THUMA

Lic. No. 043615

BOTH SIDES.

LENSE MUST BE FULLY VISIBLE FROM

LIGHT ATTACHED TO TOP OR SIDE.

RED STEADY BURN OMNI DIRECTIONAL

12"

GN03.0002

GN03.0002

GN03.0002

BATTERY

BUCKET BARRICADE

TOP OF BEAM OR

N.T.S.

OMNI DIRECTIONAL LIGHT DETAIL

OR BUCKET BARRICADE INSTALLATION PIN

LIGHT SHALL BE CLAMPED TO BEAM

(017114)

HIGH INTENSITY LIGHT PER BARRICADE.

ONE STEADY BURN OMNI DIRECTIONAL RED

CONTRACTOR SHALL FURNISH AND MOUNT

2.)

1.)

BEAM BARRICADE DETAILS

BEAM BARRICADE NOTES

N.T.S.

UPON CONTACT WITH AN AIRCRAFT OR ANY OF ITS COMPONENTS.

BARRICADE MUST BE OF LOW MASS AND EASILY COLLAPSIBLE

BY 100 MPH JET BLAST.

BARRICADE SHALL BE WEIGHTED TO WITHSTAND DISPLACEMENT

(ITEM 017114-1.2)

FRONT ELEVATION SIDE ELEVATION

ISOMETRIC

6"

(MA

X.)

6'

(MAX.)

AS APPROVED BY COTR

LOW PROFILE BARRICADE,

(MA

X.)

9"

(MAX.)

6"

9"

6'

EITHER SCOTCHLITE OR REFLECTIVE MATERIAL.

PLACED ON ALL FACES. MATERIAL SHALL BE

AND WHITE FLOURESCENT DIAGONAL SHALL BE

REFLECTIVE MATERIAL, ORANGE FLOURESCENT

DIRECTIONAL LIGHT

RED STEADY BURN OMNI

SELF ALIGNING LIGHT MOUNT

SELF CENTERING SIGN MOUNT

RED REFLECTIVE

NON-ACTIVE SIDE

STABILIZATION BOARD

MATERIAL: MDO PLYWOOD

RED REFLECTIVE SHEETING

WHITE BACK

RED

SIGN RETENTION MOUNT

WHITE LETTERS ON RED

RED LETTERS ON WHITE

WHITE BACK

ORANGE (FLORESCENT)

RED LENSE

WHITE REFLECTIVE

BALLAST WITH SAND FILL

STABILIZATION TUBE

(TYP.)

SIGN ALIGNING BRACKET

WHITE

REFLECTIVE SHEETING

ENGINEERING GRADE WHITE

2'-0"

2'-0"

STABILIZATION TUBE

MATERIAL: SCHEDULE 40 PVC

CLASS A BARRICADE

ELEVATED PROFILE

REFLECTIVE SHEETING

ENGINEERING GRADE

PLASTIC BODY

SAFETY YELLOW

WHITE (FLOURESCENT)

N.T.S.

ACTIVE SIDE

LIGHT (RED)

CONSTRUCTION

STEADY BURN

LIGHT (RED)

CONSTRUCTION

STEADY BURN

CONSTRUCTION LIGHT

(ITEM 017114-1.4)

CLASS A BARRICADE DETAILS

AIRCRAFT

MOVEMENT

AREA

AIRCRAFT

MOVEMENT

AREA

IN 0.09 ALUMINUM

3/8" STAGGERED CENTERS

PERFORATED 0.25" DIA. ON

A

STABILIZATION BOARD

B

N.T.S.

BUCKET BARRICADE DETAIL(ITEM 017114-1.3)

APPROVED BY COTR

FILLED WITH SAND OR AS

5 GALLON BUCKET PARTIALLY

OR REFLEXITE.

MATERIAL SHALL BE SCOTCHLITE

AROUND OUTSIDE OF BUCKET.

HORIZONTAL FLOURESCENT STRIPES

REFLECTIVE ORANGE AND WHITE

C

DGN02.0003

DGN02.0003

DGN02.0003

N.T.S.

FGN03.0002

TAXIWAY EDGE LIGHT COVER

12" DIA. PVC PIPE

HOLES (TYP. OF 4)

2" DIA. VENTILATION 30"

JETBLAST OR 100 MPH WINDS AND REMAIN ERECT AND STABLE.

THE FLAG POLES SHALL BE ADEQUATELY SECURED TO WITHSTAND

TOP OF THE FLAG IS 4 FEET ABOVE THE GROUND.

THE CONTRACTOR SHALL SECURE THE FLAG POLES SO THAT THE

AS SHOWN ON THE PLANS OR AS DIRECTED BY THE COTR.

THE CONTRACTOR SHALL ERECT THE FLAG LINE AT THE LOCATIONS

SPACE FLAG POLES ON 25 FOOT CENTERS.

4.)

3.)

2.)

1.)

FLAG LINE NOTES

N.T.S.

E FLAG LINE DETAIL

GN03.0002

SEE NOTE 4 SEE NOTE 4

EXISTING GROUND LINE

PAINTED ORANGE

PVC PIPE OR WOOD LATHE

FLAG POLE 2" SCHEDULE 40

ORANGE PLASTIC FLAG

20" x 20" FLUORESCENT

SECURE FLAG TO POLE

4'

25'

LIGHT

OMNI DIRECTIONAL

RED STEADY BURN

GN03.0004

GN03.0003, GN03.0004

SHEET NAME

6

1 of 1

of 31

NORTH

SCALE IN FEET

0

T/L C

CONCOURSE B

T/L D

T/W Z

100 200

T/W Y

GN03.0001

GENERAL PHASING

PHASING SCHEDULE

DESCRIPTION

WORK AREAPHASE

PLAN SHEET

PHASINGDAYS*

1

PHASES

CONCURRENT

WORK HOURS

ALLOWED

NOTES

START DATE

2

DAYS * = MAXIMUM DURATION IN CONSECUTIVE CALENDAR DAYS.

PHASE

1

2

3

TAXIWAY STATUS

NONE NTP N/ASUBMITTAL PHASE

MOBILIZATION /NO RESTRICTIONS 45

NONE

NONE

NTP + 45

OPEN OPEN

GN03.0002

3 NONE GN03.0003

4

NO RESTRICTIONS

NO RESTRICTIONS

31

31

31 GN03.0004

NTP + 76

CLOSED

138'

50'

144.4'

18'

75'

163'

WEST

EAST

134.8'

NO RESTRICTIONS

4

OPEN

OPEN

T/W Y7

T/W DT/W D

T/W Y

7

MIDDLE

OPEN

OPEN

OPEN

OPEN

OPEN

T/L C T/W Y7 T/W Z T/L D & T/W D

NTP + 107

OPEN

6).

5.)

4.)

3.)

2.)

1.)

B-78 B-76B-74 B-72 B-70

B-66 B-64 B-62

AIRCRAFT JET BLAST EFFECTS.

DEVELOP APPROPRIATE PROCEDURES TO ADDRESS

JET BLASTS. IF NECESSARY, THE CONTRACTOR SHALL

COGNIZANT OF AIRCRAFT ACTIVITIES AND THE EFFECTS OF

PRODUCING FOD. CONTRACTOR PERSONNEL SHALL BE

TO PREVENT OBJECTS FROM BECOMING DISLODGED AND

MATERIALS AND EQUIPMENT SHALL BE CAREFULLY MANAGED

AIRCRAFT JET BLAST WITHIN THE CONSTRUCTION AREA.

CONTRACTOR SHALL BE AWARE OF THE POTENTIAL FOR

OF THE PAVEMENT REMOVAL AND EXCAVATION TASK.

PRIOR TO BEGINING EXCAVCATION AND AT THE COMPLETION

CONTRACTOR SHALL COORDINATE WITH THE COTR 3 DAYS

- B62- B70

- B64- B72- B76

- B66- B74- B78

PHASE 4PHASE 3PHASE 2

AND EXCAVATION TASKS FOR EACH PHASE:

GATES UNTIL THE COMPLETION OF THE PAVEMENT REMOVAL

THE AIRLINES WILL TUG-IN AIRCRAFT TO THE FOLLOWING

LEAST 3 DAYS PRIOR TO CHANGING PHASES.

MARKING, LIGHTING AND SIGNAGE CHANGES WITH COTR AT

CONTRACTOR SHALL COORDINATE ALL BARRICADE LAYOUT,

NEXT PHASE.

CALENDAR DAYS MAY NOT BE CARRIED FORWARD INTO THE

IF PHASE IS COMPLETED AHEAD OF SCHEDULE, REMAINING

ISSUANCE OF THE NOTICE TO PROCEED (NTP).

WITH THIS PROJECT WITHIN 138 CALENDAR DAYS FROM THE

THE CONTRACTOR SHALL COMPLETE ALL WORK ASSOCIATED

NORTH SIDE: ADG III WITH WINGWALKERS

EAST SIDE: NO RESTRICTIONS

WEST SIDE: ADG III ONLY

NORTH SIDE: ADG III WITH WINGWALKERS

EAST SIDE: NO RESTRICTIONS

WEST SIDE: NO RESTRICTIONS

WESTBOUND: NO ADG VI

OPEN


OPEN


OPEN

PROJECT IDENTIFIER

VOLUME NUMBER

SHEET NUMBER

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

IA1306GN03.0001.dgn 2/24/2014

JLR

DRH

AS SHOWN

01/ 29 / 14

5:4

1:4

9 P

M

IA1306

JGH

RGT

SECTION 1


MAP

GSE

AI

NIG

RIV

FOHTLAEW

N

OM

MO

C

PR

OF

ESSIONAL EN

GIN

EE

R

RICHARD G. THUMA

Lic. No. 043615

NO

RT

H

CONC. D

T/L E

01

C-1

9C

T/W Y

T/W Z

T/W W4

CONC. B

T/L C

T/L D

T/W Y

7

T/W Y

6

KEY PLAN

300+00 305+00 310+00 315+00 320+00

SHEET NAME

PHASE 3 PHASE 4PHASE 2

7

1 of 1

of 31

NORTH

SCALE IN FEET

0

CONCOURSE B

T/L D

100 200

CONCOURSE D

GN03.0002

NORTH

SCALE IN FEET

0

T/W Z

100 200

T/W Y

12'

45'

50'

25'T/L C

NOTES

T/W Y

7

T/W D T/W D

T/W Y7

PHASE 2 BARRICADE LAYOUT

138'

144'

FELT PER THE SCHEDULE ON THIS SHEET.

BE TEMPORARILY DISCONNECTED OR COVERED WITH BLACK

EXISTING SIGNS DIRECTING TRAFFIC INTO WORK AREA SHALL

SHALL BE COVERED PER DETAIL F ON GN02.0003.

EXISTING TAXIWAY EDGE LIGHTS INSIDE BARRICADE LIMITS

LAYOUTS.

SEE CV03.0303 AND CV03.0304 FOR TEMPORARY MARKING

DEFINED BY THE BEAM BARRICADES.

ALLOWED WITHIN THE WORK LIMITS OF THE WORK AREA.

WHILE WORKING, MEN, EQUIPMENT AND MATERIALS ARE

WHEN PHASE HAS BEEN COMPLETED.

TEMPORARY SERVICE ROAD MARKINGS SHALL BE REMOVED

SHALL BE RESTORED WHEN PHASE HAS BEEN COMPLETED.

SHALL BE REMOVED AT LOCATIONS SHOWN. MARKINGS

EXISTING CENTERLINE AND SERVICE ROAD MARKINGS

6.)

5.)

4.)

3.)

2.)

1.)

TEMPORARY STOP BAR

STOP BAR

REMOVE AND REPLACE

B-62B-64B-66B-70B-72B-74

B-76B-78

TEMPORARY STOP BAR

PROJECT IDENTIFIER

VOLUME NUMBER

SHEET NUMBER

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

IA1306GN03.0002.dgn 2/24/2014

JLR

DRH

AS SHOWN

01/ 29 / 14

5:4

2:1

7 P

M

IA1306

JGH

RGT

SECTION 1


MAP

GSE

AI

NIG

RIV

FOHTLAEW

N

OM

MO

C

PR

OF

ESSIONAL EN

GIN

EE

R

RICHARD G. THUMA

Lic. No. 043615

PHASING 2

S3-4

2

S3-45

S3-4

0

S3-41

STO

P

STOP

NO

RT

H

CONC. D

T/L E

01

C-1

9C

T/W Y

T/W Z

T/W W4

CONC. B

T/L C

T/L D

T/W Y

7

T/W Y

6

KEY PLAN

LEGEND

S3-45(SEE TABLE AND NOTE 6)GUIDANCE SIGN

(SEE NOTE 5)TAXIWAY EDGE LIGHT COVER

POSITION MARKINGTEMPORARY INTERMEDIATE HOLD

WITHOUT BLACK BORDERTEMPORARY TAXILANE CENTERLINE

TEMPORARY TAXILANE CENTERLINE

ROADWAY MARKINGSREMOVE AND REPLACE EXISTING

TAXIWAY DASHED EDGE MARKINGREMOVE AND REPLACE EXISTING

TAXIWAY CENTERLINE MARKINGREMOVE AND REPLACE EXISTING

EXISTING SERVICE ROAD MARKING

TEMPORARY SERVICE ROAD MARKING

HAUL ROUTE

WORK AREA

300+00 305+00 310+00 315+00 320+00

SHEET NAME

FLAG LINE

BUCKET BARRICADE (10' CENTERS)

BEAM BARRICADE (10' CENTERS)

CLASS A BARRICADE

8

1 of 1

of 31

NORTH

SCALE IN FEET

0

CONCOURSE B

100 200

CONCOURSE D

NORTH

SCALE IN FEET

0

T/L C

CONCOURSE B

T/L D

T/W Z

100 200

T/W Y

CONCOURSE D

GN03.0003

12'

50'

25'

75'

50'

50'

CENTERLINE

TEMPORARY TAXILANE

NOTES

T/W Y

7

T/W D T/W D

T/W Y7

4.)

3.)

2.)

1.)


144'

LAYOUTS.



ALLOWED WITHIN THE WORK LIMITS OF THE WORK AREA,


OF THE PHASE UNLESS NEEDED FOR THE NEXT PHASE.

TEMPORARY MARKINGS SHALL BE REMOVED AT THE END

COMPLETED.

MARKINGS SHALL BE RESTORED WHEN PHASE HAS BEEN

AT THE LOCATIONS SHOWN. REMOVED SERVICE ROAD

EXISTING SERVICE ROAD MARKINGS SHALL BE REMOVED138'

B-74 B-72B-70

B-66 B-64

B-78 B-76

HOLD LINE

TEMPORARY INTERMEDIATE

BLACK BORDER

CENTERLINE WITHOUT

TEMPORARY TAXILANE

PROJECT IDENTIFIER

VOLUME NUMBER

SHEET NUMBER

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

IA1306GN03.0003.dgn 2/24/2014

JLR

DRH

AS SHOWN

01/ 29 / 14

5:4

2:4

8 P

M

IA1306

JGH

RGT

SECTION 1


MAP

GSE

AI

NIG

RIV

FOHTLAEW

N

OM

MO

C

PR

OF

ESSIONAL EN

GIN

EE

R

RICHARD G. THUMA

Lic. No. 043615

NO

RT

H

CONC. D

T/L E

01

C-1

9C

T/W Y

T/W Z

T/W W4

CONC. B

T/L C

T/L D

T/W Y

7

T/W Y

6

KEY PLAN

LEGEND

(SEE TABLE AND NOTE 6)GUIDANCE SIGN










HAUL ROUTE

WORK AREA

300+00 305+00 310+00 315+00 320+00

SHEET NAME

B-62

FLAG LINE



CLASS A BARRICADE

9

1 of 1

of 31

NORTH

SCALE IN FEET

0

CONCOURSE B

T/L D

100 200

CONCOURSE D

NORTH

SCALE IN FEET

0

T/L C

CONCOURSE B

T/W Z

100 200

T/W Y

CONCOURSE D

GN03.0004

12'

50'

25' 75'

T/W Y

7

T/W Y7

T/W DT/W D

NOTES


144'

138'

LAYOUTS.



ALLOWED WITHIN THE WORK LIMITS OF THE WORK AREA,


REMOVED AT THE CONCLUSION OF THE PHASE.

ALL TEMPORARY MARKINGS SHALL BE COMPLETELY

3.)

2.)

1.)

B-62B-64

B-66B-70B-72B-74

B-76B-78

HOLD POSITION MARKING


BLACK BORDER

CENTERLINE WITHOUT

TEMPORARY TAXILANE

PROJECT IDENTIFIER

VOLUME NUMBER

SHEET NUMBER

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

IA1306GN03.0004.dgn 2/24/2014

JLR

DRH

AS SHOWN

01/ 29 / 14

5:4

3:1

3 P

M

IA1306

JGH

RGT

SECTION 1


MAP

GSE

AI

NIG

RIV

FOHTLAEW

N

OM

MO

C

PR

OF

ESSIONAL EN

GIN

EE

R

RICHARD G. THUMA

Lic. No. 043615

NO

RT

H

CONC. D

T/L E

01

C-1

9C

T/W Y

T/W Z

T/W W4

CONC. B

T/L C

T/L D

T/W Y

7

T/W Y

6

KEY PLAN

LEGEND

S3-45(SEE TABLE AND NOTE 6)GUIDANCE SIGN










HAUL ROUTE

WORK AREA

300+00 305+00 310+00 315+00 320+00

SHEET NAME

FLAG LINE



CLASS A BARRICADE

CO CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

1 of 1

of 31

CV02.0001

10

T/L C

CONCOURSE B

T/L D

NORTH

SCALE IN FEET

0 50 100

EROSION AND SEDIMENT CONTROL

NOTES

SHEET GN02.0002.

SEE "EROSION AND SEDIMENT CONTROL NOTES"1.)

10'

NEW SODDING

PROJECT IDENTIFIER

VOLUME NUMBER

SHEET NUMBER

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

IA1306CV02.0001.dgn 2/24/2014

JLR

DRH

AS SHOWN

01/ 29 / 14

5:4

4:0

7 P

M

IA1306

JGH

RGT

SECTION 1


MAP

GSE

AI

NIG

RIV

FOHTLAEW

N

OM

MO

C

PR

OF

ESSIONAL EN

GIN

EE

R

RICHARD G. THUMA

Lic. No. 043615

CO

CO

CO

CO

CO COCO CO

CO CO

(R)

NO

RT

H

CONC. D

T/L E

01

C-1

9C

T/W Y

T/W Z

T/W W4

CONC. B

T/L C

T/L D

T/W Y

7

T/W Y

6

KEY PLAN

EXISTING INLET

LIMITS OF DISTURBANCE

EXISTING STORM SEWER

EXISTING PERFORATED UNDERDRAIN PIPE

EXISTING NON-PERFORATED UNDERDRAIN PIPE

EXISTING CLEANOUT

PUD

UD

CO

LEGEND

SODDING

EXISTING MANHOLE

A

MH

14" SAN 8" FM14" SAN

SAN MH8" SAN 8" SAN 8" SAN

SAN MH

8" SAN8" SAN

8" SAN

3 - 6" JE

T F

UE

L

15"

RC

P S

TO

RM

15"

RC

P S

AN

12"

RCP

MM

310+00301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 311+00 312+00 313+00

PUD PUD PUD PUD PUD

PUD PUDPUD PUD PUD

PUD PUD PUD

PUD PUD PUD

PUD

UD

UD

UD

UD

UD

UD

PUDPUD

PU

D

PU

D

UD

SHEET NAME

CO CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

1 of 1

of 31

CV02.0101

11

T/L C

CONCOURSE B

T/L D

NORTH

SCALE IN FEET

0 50 100

DEMOLITION

NOTES

2CV04.0001

2CV04.0001

2CV04.0001

1CV04.0001

3

65

4

2

1

3

6

4

5

E: 11779979.546

N: 7029750.275

STA. 301+63.20

E: 11781029.626

N: 7029750.245

STA. 312+13.28

PHASE 2 PHASE 3 PHASE 4

ST

A. 3

05+38.1

2

ST

A. 3

08+63.1

8

GEOMETRY LOCATION

1

STATION OFFSET

2

3

4

5

6

301+63.23 74.82' LT

301+88.26 74.86' LT

301+88.26 49.88' LT

312+13.26 50.00' LT

312+13.29 50.08' RT

301+63.23 50.12' RT

2CV04.0001

CV04.0001

4

AT THE CONCLUSION OF EACH WORK SHIFT.

SHALL BE THOROUGHLY CLEANED AND VACUUM SWEPT

CONTRACTOR SHALL CLEAN UP SLURRY WORK AREAS

ALLOWED DURING THE HOURS OF 11:00PM TO 6:00AM.

DEMOLITION WITH COTR APPROVAL. SAWCUT SHALL BE

CONTRACTOR SHALL BE ALLOWED EARLY SAWCUTS FOR

SHALL BE REPAIRED AT NO COST TO THE AUTHORITY.

CONTRACTOR'S ACTIVITIES THAT DAMAGE PAVEMENT

AVOID DAMAGING EXISTING PAVEMENT TO REMAIN.

CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO

AND / OR DAMAGING UTILITES.

THEIR PAVEMENT BREAKING ACTIVITIES TO AVOID BREAKING

BREAKING PCC PAVEMENT. CONTRACTOR SHALL ADJUST

CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO

DURING DEMOLITION AND RECONSTRUCTION ACTIVITIES.

CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE

AS REQUIRED.

OF REMOVAL. ADJUST DIMENSIONING TO NEAREST JOINT

INTENT OF DESIGN IS THE EXISTING JOINTS ARE THE LIMITS

SHEET CV04.0001 FOR PAVEMENT REMOVAL DETAIL. THE

DOUBLE SAWCUT ALONG ALL LIMITS OF REMOVAL. SEE

5.)

4.)

3.)

2.)

1.)

C

C

C

C

C

A

U/C

ASPH

TEMPORARY MIDFIELD SERVICE BULDING

TAXIWAY C

TAXIWAY D

TAXIWAY D

TAXIWAY D

TR

TR

PROJECT IDENTIFIER

VOLUME NUMBER

SHEET NUMBER

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

IA1306CV02.0101.dgn 2/24/2014

JLR

DRH

AS SHOWN

01/ 29 / 14

5:4

4:4

0 P

M

IA1306

JGH

RGT

SECTION 1


MAP

GSE

AI

NIG

RIV

FOHTLAEW

N

OM

MO

C

PR

OF

ESSIONAL EN

GIN

EE

R

RICHARD G. THUMA

Lic. No. 043615

CO

CO

CO

CO

MARKER

DUCT

EMH

EMH

PANEL

ELEC

SWITCH

CO COCO CO

CO CO

PANELELEC

EMH (R)

NO

RT

H

CONC. D

T/L E

01

C-1

9C

T/W Y

T/W Z

T/W W4

CONC. B

T/L C

T/L D

T/W Y

7

T/W Y

6

KEY PLAN

GEOMETRY LOCATIONS#

EXISTING UNDERDRAIN CLEANOUT

EXISTING STORM SEWER

EXISTING GAS LINE

EXISTING ELECTRICAL LINE

EXISTING SANITARY LINE

EXISTING WATER LINE

LEGEND

CUT SECTION

CAN BE FOUND

CUT SECTION DETAIL

SHEET NUMBER WHERECV##.####

X

CO

CV##.####

DETAIL

DETAIL CAN BE FOUND

SHEET NUMBER WHERE

X

REPLACEMENT (P-160)

SHOULDER REMOVAL AND

(P-152)

PAVEMENT REMOVAL, 42" DEPTH

A

MH

14" SAN 8" FM14" SAN

SAN MH8" SAN 8" SAN 8" SAN

SAN MH

8" SAN8" SAN

8" SAN

3 - 6" JE

T F

UE

L

15"

RC

P S

TO

RM

15"

RC

P S

AN

12"

RCP

M

310+00301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 311+00 312+00 313+00

SHEET NAME

1 of 1

of 31

CV03.0001

12

T/L C

CONCOURSE B

T/L D

NORTH

SCALE IN FEET

0 50 100

PAVEMENT GEOMETRY

6

4

5

1CV04.0101

1

2

3

2

3

65

4

E: 11781029.626

N: 7029750.245

STA. 312+13.28

E: 11779979.546

N: 7029750.275

STA. 301+63.20

EXISTING GRADE

MATCH TO

EXISTING GRADE

MATCH TO

EXISTING GRADE

MATCH TO

EXISTING GRADE

MATCH TO

GEOMETRY LOCATION

1

STATION OFFSET

2

3

4

5

6

301+63.23 74.82' LT

301+88.26 74.86' LT

301+88.26 49.88' LT

312+13.26 50.00' LT

312+13.29 50.08' RT

301+63.23 50.12' RT

PHASE 2

ST

A. 3

05+18.2

0

PHASE 3 PHASE 4

ST

A. 3

08+58.2

0

355' 340' 355'

CV04.0001

4

C

C

C

C

C

A

U/C

ASPH


TR

TR

PROJECT IDENTIFIER

VOLUME NUMBER

SHEET NUMBER

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

IA1306CV03.0001.dgn 2/24/2014

JLR

DRH

AS SHOWN

01/ 29 / 14

5:4

5:0

6 P

M

IA1306

JGH

RGT

SECTION 1


MAP

GSE

AI

NIG

RIV

FOHTLAEW

N

OM

MO

C

PR

OF

ESSIONAL EN

GIN

EE

R

RICHARD G. THUMA

Lic. No. 043615

NO

RT

H

CONC. D

T/L E

01

C-1

9C

T/W Y

T/W Z

T/W W4

CONC. B

T/L C

T/L D

T/W Y

7

T/W Y

6

KEY PLAN

GEOMETRY LOCATIONS#

VARIABLE DEPTH PCC PAVEMENT

LEGEND

CUT SECTION

CAN BE FOUND

CUT SECTION DETAIL

SHEET NUMBER WHERECV##.####

X

CV##.####

DETAIL

DETAIL CAN BE FOUND

SHEET NUMBER WHERE

X

NEW 5" BITUMINOUS SURFACE COURSE (P-405)

SHOULDER REMOVAL AND REPLACMENT (P-160)

310+00301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 311+00 312+00 313+00

SHEET NAME

13

1 of 1

of 31

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

CV03.0101

T/L C

CONCOURSE B

T/L D

NORTH

SCALE IN FEET

0 50 100

PAVEMENT JOINTING

17 SPACES AT 20' = 340' 17 SPACES AT 20' = 340' 17 SPACES AT 20' = 340'

5 SPACES AT 20' = 100'

CV05.0001

B DCV05.0001

ACV05.0001

SCV05.0001

CCV05.0001

PHASE 2 PHASE 3 PHASE 4

ST

A. 3

05+18.2

0

ST

A. 3

08+58.2

0

SJCV05.0001

5 S

PA

SE

S A

T 2

5' = 1

25'

4 S

PA

CE

S A

T 2

5' = 1

00'

RCV05.0002

C

C

C

C

C

A

U/C

ASPH


TAXIWAY C

TAXIWAY D

TAXIWAY D

TAXIWAY D

TR

TR

PROJECT IDENTIFIER

VOLUME NUMBER

SHEET NUMBER

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

IA1306CV03.0101.dgn 2/24/2014

JLR

DRH

AS SHOWN

01/ 29 / 14

5:4

5:2

6 P

M

IA1306

JGH

RGT

SECTION 1


MAP

GSE

AI

NIG

RIV

FOHTLAEW

N

OM

MO

C

PR

OF

ESSIONAL EN

GIN

EE

R

RICHARD G. THUMA

Lic. No. 043615

NO

RT

H

CONC. D

T/L E

01

C-1

9C

T/W Y

T/W Z

T/W W4

CONC. B

T/L C

T/L D

T/W Y

7

T/W Y

6

KEY PLAN

CV##.####

R

LEGEND

DETAIL

DETAIL CAN BE FOUND

SHEET NUMBER WHERE

X

NEW CLEANOUT

WIRE FABRIC REINFORCEMENT

TYPE C DOWELED CONTRACTION JOINT

WITH DOWELS

TYPE D LONGITUDINAL CONSTRUCTION JOINT

SPECIAL DOWELED CONSTRUCTION JOINT

TYPE A THICKENED EDGE ISOLATION JOINT

WITH DOWELS

THICKENED EDGE ISOLATION JOINT

THICKENED EDGE PCC PAVEMENT

310+00301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 311+00 312+00 313+00

SHEET NAME

287.74

287.74

288.01

288.01

287.94

287.94

287.84

287.84

287.97

287.97

287.60

287.62

288.06

288.06

287.52

287.52

287.62

287.62

287.74

287.75

287.63

287.66

287.52

287.57

287.48

287.48

287.41

287.39

287.34

287.34

287.29

287.30

287.26

287.26

287.23

287.25

287.21

287.23

287.20

287.23

287.21

287.23

287.24

287.23

287.28

287.28

287.32

287.32

287.35

287.35

287.37

287.38

287.95

287.95

287.90

287.89

287.83

287.81

287.87

287.85

287.81

287.77

287.72

287.70

287.79

287.76

287.71

287.67

287.61

287.61

287.69

287.67

287.61

287.59

287.54

287.54

287.63

287.60

287.55

287.52

287.47

287.46

287.59

287.57

287.50

287.50

287.41

287.41

287.56

287.55

287.46

287.48

287.37

287.39

287.53

287.54

287.43

287.45

287.35

287.37

287.53

287.52

287.43

287.44

287.33

287.36

287.54

287.54

287.44

287.44

287.32

287.35

287.55

287.53

287.46

287.44

287.34

287.35

287.57

287.55

287.47

287.44

287.36

287.35

287.59

287.56

287.49

287.46

287.39

287.35

287.61

287.58

287.51

287.48

287.41

287.38

287.62

287.59

287.53

287.51

287.43

287.42

287.65

287.62

287.55

287.53

287.45

287.45

287.67

287.65

287.57

287.57

287.47

287.48

287.66

287.67

287.55

287.55

288.01

288.01

287.93

287.93

287.85

287.85

287.78

287.78

287.71

287.70

287.68

287.68

287.67

287.67

287.66

287.66

287.66

287.66

287.65

287.65

287.66

287.66

287.67

287.67

287.68

287.68

287.69

287.69

287.70

287.70

287.73

287.73

287.76

287.76

287.43

287.43

287.42

287.42

287.36

287.36

287.28

287.28

287.21

287.21

287.17

287.17

287.12

287.12

287.11

287.11

287.10

287.10

287.11

287.11

287.12

287.12

287.14

287.14

287.18

287.18

287.22

287.22

287.26

287.26

287.2

287.4

287.6

288

287.8

287.4

287.6

287.2

287.4

287.6

14

1 of 1

of 31

NORTH

SCALE IN FEET

0 20 40

JOINT ELEVATIONS 1

CV03.0201

T/L C

MA

TC

H T

O S

HE

ET C

V03.0

202

PROJECT IDENTIFIER

VOLUME NUMBER

SHEET NUMBER

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

IA1306CV03.0201.dgn 2/24/2014

JLR

DRH

AS SHOWN

01/ 29 / 14

5:4

5:5

3 P

M

IA1306

JGH

RGT

SECTION 1


MAP

GSE

AI

NIG

RIV

FOHTLAEW

N

OM

MO

C

PR

OF

ESSIONAL EN

GIN

EE

R

RICHARD G. THUMA

Lic. No. 043615

NO

RT

H

CONC. D

T/L E

01

C-1

9C

T/W Y

T/W Z

T/W W4

CONC. B

T/L C

T/L D

T/W Y

7

T/W Y

6

KEY PLAN

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

SPOT ELEVATIONS

280

280

LEGEND

280

280

280.55 (NE

W)

280.30 (EXIS

TIN

G)

302+00 303+00 304+00 305+00

SHEET NAME

287.39

287.41

287.41

287.43

287.42

287.45

287.44

287.46

287.46

287.47

287.48

287.49

287.50

287.51

287.52

287.53

287.54

287.56

287.56

287.58

287.58

287.61

287.61

287.63

287.63

287.65

287.66

287.68

287.69

287.71

287.72

287.73

287.75

287.77

287.78

287.81

287.69

287.68

287.59

287.59

287.49

287.51

287.72

287.70

287.61

287.61

287.51

287.53

287.74

287.73

287.63

287.63

287.53

287.55

287.77

287.76

287.65

287.66

287.55

287.57

287.79

287.81

287.68

287.67

287.57

287.58

287.82

287.85

287.70

287.72

287.59

287.60

287.85

287.89

287.72

287.76

287.61

287.64

287.88

287.92

287.75

287.80

287.63

287.67

287.92

287.93

287.78

287.82

287.66

287.69

287.95

287.97

287.81

287.84

287.68

287.71

287.98

288.00

287.84

287.87

287.71

287.74

288.01

288.03

287.87

287.90

287.74

287.77

288.05

288.07

287.90

287.94

287.77

287.80

288.08

288.10

287.94

287.97

287.79

287.83

288.11

288.12

287.97

287.98

287.83

287.85

288.13

288.15

288.00

288.01

287.86

287.87

288.16

288.19

288.03

288.03

287.89

287.90

288.18

288.22

288.06

288.06

287.92

287.92

287.80

287.80

287.84

287.84

287.87

287.87

287.90

287.90

287.93

287.93

287.96

287.96

288.00

288.00

288.03

288.03

288.06

288.06

288.09

288.09

288.12

288.12

288.16

288.16

288.19

288.19

288.22

288.22

288.25

288.25

288.28

288.28

288.31

288.31

288.33

288.33

287.28

287.28

287.28

287.28

287.30

287.30

287.32

287.32

287.35

287.35

287.37

287.37

287.40

287.40

287.42

287.42

287.43

287.43

287.45

287.45

287.46

287.46

287.48

287.48

287.52

287.52

287.54

287.54

287.57

287.57

287.59

287.59

287.60

287.60

287.63

287.63

288

287.4

287.6

287.8

287.2

287.4

287.6

287.8

288

287.8

288.2

288

287.6

287.8

15

1 of 1

of 31

NORTH

SCALE IN FEET

0 20 40

JOINT ELEVATIONS 2

CV03.0202

T/L C

MA

TC

H T

O S

HE

ET C

V03.0

201

MA

TC

H T

O S

HE

ET C

V03.0

203

PROJECT IDENTIFIER

VOLUME NUMBER

SHEET NUMBER

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

IA1306CV03.0202.dgn 2/24/2014

JLR

DRH

AS SHOWN

01/ 29 / 14

5:4

6:2

5 P

M

IA1306

JGH

RGT

SECTION 1


MAP

GSE

AI

NIG

RIV

FOHTLAEW

N

OM

MO

C

PR

OF

ESSIONAL EN

GIN

EE

R

RICHARD G. THUMA

Lic. No. 043615

NO

RT

H

CONC. D

T/L E

01

C-1

9C

T/W Y

T/W Z

T/W W4

CONC. B

T/L C

T/L D

T/W Y

7

T/W Y

6

KEY PLAN





SPOT ELEVATIONS

280

280

LEGEND

280

280

280.55 (NE

W)

280.30 (EXIS

TIN

G)

305+00 306+00 307+00 308+00

SHEET NAME

288

288.2

288.4

288.6

288

287.8

288.2

288.4

288

288.2

288.4

288.6

288.64

288.64

288.48

288.48

288.26

288.26

287.81

287.83

287.85

287.86

287.88

287.89

287.91

287.92

287.94

287.96

287.98

287.98

288.01

288.00

288.03

288.02

288.05

288.05

288.08

288.08

288.09

288.12

288.11

288.15

288.12

288.17

288.13

288.18

288.15

288.20

288.18

288.21

288.21

288.24

288.09

288.08

287.96

287.95

288.23

288.24

288.11

288.10

287.99

287.97

288.26

288.26

288.13

288.12

288.02

288.00

288.29

288.30

288.15

288.16

288.04

288.04

288.32

288.34

288.18

288.20

288.07

288.08

288.35

288.38

288.20

288.24

288.09

288.10

288.38

288.41

288.22

288.27

288.11

288.13

288.41

288.45

288.25

288.30

288.13

288.17

288.44

288.48

288.28

288.35

288.15

288.22

288.47

288.50

288.31

288.39

288.17

288.25

288.50

288.54

288.34

288.44

288.19

288.29

288.53

288.57

288.37

288.47

288.22

288.32

288.55

288.60

288.40

288.49

288.24

288.35

288.58

288.63

288.43

288.51

288.27

288.36

288.61

288.67

288.46

288.54

288.30

288.38

288.64

288.69

288.49

288.56

288.33

288.39

288.36

288.36

288.38

288.38

288.41

288.41

288.43

288.43

288.46

288.46

288.49

288.49

288.52

288.52

288.56

288.56

288.59

288.59

288.62

288.63

288.66

288.66

288.69

288.69

288.72

288.72

288.75

288.75

288.78

288.78

288.80

288.80

288.80

288.80

287.65

287.65

287.68

287.68

287.72

287.72

287.75

287.75

287.80

287.80

287.83

287.83

287.85

287.85

287.87

287.87

287.91

287.91

287.96

287.96

288.00

288.00

288.01

288.01

288.01

288.01

288.00

288.00

288.02

288.02

288.05

288.05

288.07

288.07

288.20

288.22

288.37

288.40

288.52

288.55

288.67

288.68

288.07

288.07

288.77

288.77

16

1 of 1

of 31

NORTH

SCALE IN FEET

0 20 40

JOINT ELEVATIONS 3

CV03.0203

T/L C

MA

TC

H T

O S

HE

ET C

V03.0

202

PROJECT IDENTIFIER

VOLUME NUMBER

SHEET NUMBER

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

IA1306CV03.0203.dgn 2/24/2014

JLR

DRH

AS SHOWN

01/ 29 / 14

5:4

6:4

8 P

M

IA1306

JGH

RGT

SECTION 1


MAP

GSE

AI

NIG

RIV

FOHTLAEW

N

OM

MO

C

PR

OF

ESSIONAL EN

GIN

EE

R

RICHARD G. THUMA

Lic. No. 043615

NO

RT

H

CONC. D

T/L E

01

C-1

9C

T/W Y

T/W Z

T/W W4

CONC. B

T/L C

T/L D

T/W Y

7

T/W Y

6

KEY PLAN





SPOT ELEVATIONS

280

280

LEGEND

280

280

280.55 (NE

W)

280.30 (EXIS

TIN

G)

309+00 310+00 311+00 312+00

SHEET NAME

17

1 of 1

of 31

T/L C

CONCOURSE B

T/L D

NORTH

SCALE IN FEET

0 50 100

PAVEMENT MARKING 1

MA

TC

H T

O S

HE

ET C

V03.0

302

CV03.0301

EDGE STRIPE

TAXIWAY DASHED

37.5'

37.5'

(BOTH SIDES)

MARKING WITH EXISTING

ALIGN NEW NON-MOVEMENT

EXISTING CENTERLINE MARKING

CENTERLINE MARKING WITH

ALIGN NEW TAXIWAY

301+63.2

5

302+88.2

5

ACV05.0201 AREA MARKING

NON-MOVEMENT

CV05.0201MARKING

CENTERLINE

TAXIWAY C

CV05.0201

BPOSITION MARKING

INTERMEDIATE HOLDING

FCV05.0201EDGE MARKING

SERVICE ROAD

ECV05.0201

HCV05.0202

NOTES

SEE NOTE 1

GEOMETRY LOCATION

1

STATION OFFSET

0.00

1

EXISTING SERVICE ROAD ALIGNMENT.

TAXIWAY EDGE MARKING. MATCH

MARKING SHALL EXTEND TO DASHED

37.5'

301+64.75

MARKING

RAMP CONTROL

CV05.0201

D

37.5'

305+63.2

0

MARKING

SKIP DASH

SERVICE ROAD

12'

12'

JCV05.0202

MARKING

STOP BAR

12'

12'

50'

50'

AT THE TERMINATION OF ALL MARKINGS.

MATCH NEW PAVEMENT MARKING TO EXISTING ALIGNMENT

AREA MARKING 25 FEET ONTO EXISTING PAVEMENT.

EXTEND INTERMEDIATE HOLD POSITION AND NON-MOVEMENT

NEW PAVING IS COMPLETE.

THE COTR. NEW MARKINGS SHALL NOT BE APPLIED UNTIL

RECONSTUCTION LIMITS SHALL BE COORDINATED WITH

TO REPLACE THE EXISTING MARKINGS. ACCESS OUTSIDE

RECONSTRUCTION LIMITS, UNLESS OTHERWISE STATED,

MARKINGS SHALL EXTEND MINIMUM 25' BEYOND THE

3.)

2.)

1.)

GCV05.0201STRIPE

EDGE

TAXIWAY

KCV05.0202

KCV05.0202

PROJECT IDENTIFIER

VOLUME NUMBER

SHEET NUMBER

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

IA1306CV03.0301.dgn 2/24/2014

JLR

DRH

AS SHOWN

01/ 29 / 14

5:4

7:1

8 P

M

IA1306

JGH

RGT

SECTION 1


MAP

GSE

AI

NIG

RIV

FOHTLAEW

N

OM

MO

C

PR

OF

ESSIONAL EN

GIN

EE

R

RICHARD G. THUMA

Lic. No. 043615

NO

RT

H

CONC. D

T/L E

01

C-1

9C

T/W Y

T/W Z

T/W W4

CONC. B

T/L C

T/L D

T/W Y

7

T/W Y

6

KEY PLAN

78

#

78

LEGEND

GEOMETRY LOCATIONS

RAMP CONTROL MARKING

WORK LIMITS

CENTERLINE MAKING

NEW SERVICE ROAD SKIP DASH

NEW SERVICE ROAD EDGE MARKING

PAVEMENT MARKING

REMOVE AND REPLACE EXISTING

NEW TAXIWAY DASHED EDGE STRIPE

NEW TAXIWAY EDGE STRIPE

NEW TAXIWAY CENTERLINE STRIPE

NEW NON-MOVEMENT AREA MARKING

MARKING

NEW INTERMEDIATE HOLD POSITION

300+00 301+00 302+00 303+00 304+00 305+00 306+00 307+00

SHEET NAME

18

1 of 1

of 31

T/L C

CONCOURSE B

T/L D

NORTH

SCALE IN FEET

0 50 100

PAVEMENT MARKING 2

MA

TC

H T

O S

HE

ET C

V03.0

301

CV03.0302

MARKING

CENTERLINE

TAXIWAY

CV05.0201

C

CV05.0201

DEDGE STRIPE

TAXIWAY DASHED

NOTES

GEOMETRY LOCATION

1

STATION OFFSET

0.00

2.)

1.)

AT THE TERMINATION OF ALL MARKINGS.

MATCH NEW PAVEMENT MARKINGS TO EXISTING ALIGNMENT

NEW PAVING IS COMPLETE.

THE COTR. NEW MARKINGS SHALL NOT BE APPLIED UNTIL

RECONSTUCTION LIMITS SHALL BE COORDINATED WITH

TO REPLACE THE EXISTING MARKINGS. ACCESS OUTSIDE

RECONSTRUCTION LIMITS, UNLESS OTHERWISE STATED,

MARKINGS SHALL EXTEND MINIMUM 25' BEYOND THE

312+13.28

SEE NOTES 1 AND 2

1

37.5'

37.5'

314+97.4

5

312+88.2

8

311+08.7

0

309+33.2

0

307+38.7

0

37.5' 37.5' 37.5'

PROJECT IDENTIFIER

VOLUME NUMBER

SHEET NUMBER

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

IA1306CV03.0302.dgn 2/24/2014

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7:5

1 P

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IA1306

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SECTION 1


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Lic. No. 043615

NO

RT

H

CONC. D

T/L E

01

C-1

9C

T/W Y

T/W Z

T/W W4

CONC. B

T/L C

T/L D

T/W Y

7

T/W Y

6

KEY PLAN

#

78

LEGEND

GEOMETRY LOCATIONS

RAMP CONTROL MARKING

WORK LIMITS

CENTERLINE MAKING

NEW SERVICE ROAD SKIP DASH

NEW SERVICE ROAD EDGE MARKING

PAVEMENT MARKING

REMOVE AND REPLACE EXISTING

NEW TAXIWAY DASHED EDGE STRIPE

NEW TAXIWAY EDGE STRIPE

NEW TAXIWAY CENTERLINE STRIPE

NEW NON-MOVEMENT AREA MARKING

MARKING

NEW INTERMEDIATE HOLD POSITION

310+00307+00 308+00 309+00 311+00 312+00 313+00 314+00 315+00 316+00

SHEET NAME

19

1 of 1

of 31

NORTH

SCALE IN FEET

0

CONCOURSE B

T/L D

100 200

CONCOURSE D

CV03.0303

NORTH

SCALE IN FEET

0

T/W Z

100 200

T/L C

NOTES

CONCOURSE B

T/L C

T/L D

CONCOURSE D


3

5

2

6

7

9

8

4

150'

R

150'

R

60'

100'

R

11GEOMETRY LOCATION

1

STATION OFFSET

2

3

4

5

6

7

8

10

9302+25.75

303+18.69 63.10' LT

304+11.63 26.19' LT

304+11.63 126.19' LT

302+25.75 150.00' RT

303+73.16

305+20.57 94.50' RT

305+20.57 244.50' RT

310+02.13 126.19' LT

0.00'

122.25'' RT

PHASE 2 PHASE 3

SEE NOTE 1

SEE NOTE 2

138'

65'

12'

12'

76'

64'

CV05.0202STOP BAR

TEMPORARY1

STATION OFFSET

11

12

13

100'

R

12

10

13

303+10.59 47.07' LT

310+02.13

310+95.07

311+09.40

26.19' LT

63.10' LT

38.19' LT

MARKING

SERVICE ROAD

TEMPORARY FCV05.0201

SKIP MARKING

SERVICE ROAD

TEMPORARY ECV05.0201

B

CCV05.0201

CV05.0201

J

STOP BAR

TEMPORARY JCV05.0202

MARKING WITHOUT BLACK BORDER

TEMPORARY TAXIWAY CENTERLINE

3 AND 4.

SHALL BE PAINTED ONCE AND USED FOR BOTH PHASE

TEMPORARY INTERMEDIATE HOLD POSITION MARKING

WILL NOT INCLUDE BLACK BORDER.

GROUP III AIRCRAFT. TAXILANE CENTERLINE

TAXILANE CENTERLINE OFFSET FOR AIRPLANE

DASHED EDGE STRIPE

ABUT TEMPORARY CENTERLINE MARKING TO TAXIWAY

3.)

2.)

1.)

SEE NOTE 3

HOLDING POSITION MARKING


PROJECT IDENTIFIER

VOLUME NUMBER

SHEET NUMBER

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

IA1306CV03.0303.dgn 2/24/2014

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8:1

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SECTION 1


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Lic. No. 043615

LEGEND

POSITION MARKING

TEMPORARY INTERMEDIATE HOLD

WITHOUT BLACK BORDER





WORK AREA

300+00 305+00 310+00300+00 305+00 310+00

NO

RT

H

CONC. D

T/L E

01

C-1

9C

T/W Y

T/W Z

T/W W4

CONC. B

T/L C

T/L D

T/W Y

7

T/W Y

6

KEY PLAN

STO

P

STOP

SHEET NAME

1 of 1

of 31

NORTH

SCALE IN FEET

0

CONCOURSE B

T/L D

100 200

CONCOURSE D

CV03.0304

20

NORTH

SCALE IN FEET

0

T/W Z

100 200

T/W Y

T/L C

NOTES

T/W Y

7

T/W D T/W D

T/W Y7100'

R

100'

R

8

1

5305+82.32 100.00' LT

306+60.80

306+75.26 63.10' LT

307+68.20 126.19' LT

307+68.20 26.19' LT

313+52.38 126.19' LT

314+45.32

313+52.38 26.19' LT

314+59.95 37.82' LT

315+38.26 100.00' LT

PHASE 4


HOLD POSITION MARKING


SEE NOTE 1

100'

R

100'

R

10

138'

3

4

2

6

7

9

304+14.10

38.04' LT

63.10' LT



150'

R15

0'

R

12

14

13

15

11

SEE NOTE 1

304+14.10 150.00' RT

305+61.51 122.25' RT

307+08.92 94.50' RT

306+10.95 208.08' RT

0.00

GEOMETRY LOCATION

1

STATION OFFSET

2

3

4

5

6

7

10

9

STATION OFFSET

11

12

13

8

14

15

2.)

1.)

SEE NOTE 2

BCV05.0201

PROJECT IDENTIFIER

VOLUME NUMBER

SHEET NUMBER

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

IA1306CV03.0304.dgn 2/24/2014

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SECTION 1


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RICHARD G. THUMA

Lic. No. 043615

NO

RT

H

CONC. D

T/L E

01

C-1

9C

T/W Y

T/W Z

T/W W4

CONC. B

T/L C

T/L D

T/W Y

7

T/W Y

6

KEY PLAN

LEGEND

POSITION MARKING

TEMPORARY INTERMEDIATE HOLD






WORK AREA

300+00 305+00 310+00 315+00 320+00

3 AND 4.

SHALL BE PAINTED ONCE AND USED FOR BOTH PHASE

TEMPORARY INTERMEDIATE HOLD POSITION MARKING

DASHED EDGE STRIPE.

ABUT TEMPORARY CENTERLINE MARKING TO TAXIWAY

SHEET NAME

CO CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

1 of 1

of 31

MH

8" FM14" SAN

SAN MH8" SAN 8" SAN

SAN MH8" SAN

3 - 6" JE

T F

UE

L

15"

RC

P S

TO

RM

15"

RC

P S

AN

12"

RCP

M

CO

CO

CO

CO

CO COCO CO

CO CO

CMH

(R)

PROJECT IDENTIFIER

VOLUME NUMBER

SHEET NUMBER

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

IA1306CV03.0401.dgn 2/24/2014

JLR

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AS SHOWN

01/ 29 / 14

5:4

9:0

9 P

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IA1306

JGH

RGT

SECTION 1


MAP

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ESSIONAL EN

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RICHARD G. THUMA

Lic. No. 043615

NO

RT

H

CONC. D

T/L E

01

C-1

9C

T/W Y

T/W Z

T/W W4

CONC. B

T/L C

T/L D

T/W Y

7

T/W Y

6

KEY PLAN

PUD

UD

CV##.####

PUD

UD

DC-#

CO

DETAIL

DETAIL CAN BE FOUND

SHEET NUMBER WHERE

X

CO-#

CS-#

WORK LIMITS OF CONCRETE AND BITUMINOUS

EXISTING CLEANOUT

NEW DIRECT CONNECTION

NEW COLLECTION STRUCTURE

NEW CLEANOUT

EXISTING COMMUNICATION LINE

EXISTING WATER LINE

EXISTING ELECTRICAL LINE

EXISTING GAS LINE

EXISTING STORM SEWER PIPE

EXISTING NON-PERFORATED UNDERDRAIN PIPE

EXISTING PERFORATED UNDERDRAIN PIPE

NEW NON-PERFORATED UNDERDRAIN PIPE

NEW PERFORATED UNDERDRAIN PIPE

LEGEND

310+00301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 311+00 312+00 313+00

PUD PUD PUD PUD PUD

PUD PUDPUD PUD PUD

PUD PUD PUD

PUD PUD PUD

PUD

UD

UD

UD

UD

UD

PUDPUD

PU

D

PU

D

UD

PUDCS#3

PUD PUD PUD PUD PUD

PUD PUDPUD PUD PUD PUD

CO#3 CO#2 CO#1

CO#4CO#5

PUD PUD PUD

PUD PUD PUD

CS#1

UD

DC#1

PU

D

PU

D

CS#2

CV03.0401

21

T/L C

CONCOURSE B

T/L D

NORTH

SCALE IN FEET

0 50 100

DRAINAGE IMPROVEMENTS

NOTES

SEE NOTE 1SEE NOTE 1

332'

PVC PIPE

350'

PVC PIPE

332'

PVC PIPE

332'

PVC PIPE

350'

PVC PIPE

332'

PVC PIPE

118'

PVC PIPE

94'

PVC PIPE

BCV05.0301(TYP. OF 7)

CLEANOUT

UNDERDRAIN

ACV05.0301STRUCTURE

COLLECTION

CV05.0301

CCONNECTION

DIRECT

CV05.0301

FCV05.0301

F

CV05.0301

G

CV05.0301

G

4.)

3.)

2.)

1.)

UNDERDRAIN

CAP EXISTING

TO NEW UNDERDRAIN

CONNECT EXISTING

UNDERDRAIN

CAP EXISTING

TO NEW UNDERDRAIN

CONNECT EXISTING EXCAVATED AT NO ADDITIONAL COST.

UNDERDRAIN TRENCH EXCAVATION. ROCK SHALL BE

CONTRACTOR WILL LIKELY ENCOUNTER ROCK DURING

PRESENT.

SHALL NOTIFY COTR PROMPTLY IF ANY CONFLICTS ARE

TO VERIFY DEPTH OF EXISTING UTILITIES. CONTRACTOR

CONTRACTOR SHALL EXPOSE ALL UD AND UTILITY CROSSINGS

PRIOR TO STARTING UNDERDRAIN (UD) INSTALLATION,

CONSTRUCTION.

INVERTS AND STRUCTURES ELEVATIONS PRIOR TO

CONTRACTOR SHALL VERIFY EXISTING CABLES, UTILITIES,

SUCCEEDING PHASE.

BE REMOVED AND UNDERDRAIN PIPE RECONNECTED DURING

AT THE LIMITS OF EACH CONSTRUCTION PHASE. CAP SHALL

UNDERDRAIN PIPES SHALL BE CAPPED AT UPSTREAM SIDE

CV05.0301

F

UNDERDRAIN

CAP NEW

UNDERDRAIN

CAP NEW

CV05.0301

F

CV05.0301

GTO NEW UNDERDRAIN

CONNECT EXISTING

94'

PVC PIPE

18'

PVC PIPE

18'

PVC PIPE

SHEET NAME

2737

287.45

L EDGE

STATION OFFSETNO.

CS#1

CO#1

CO#2

CO#3

GEOMETRY LOCATION

RIM INVERT

47.0' RT

CS#2

CO#4

CO#5

CS#3

DC#1

311+95.26

308+63.20 47.0' RT

305+13.20 47.0' RT

301+81.23 47.0' RT

311+95.26 47.0' LT

308+63.20 47.0' LT

305+13.20 47.0' LT

301+81.23 47.0' LT

301+62.18 158.35' LT

288.79

288.33 283.56

287.77 281.69

287.98 280.86

288.09

287.63 282.86

287.28

280.33

STRUCTURE

BURIED

287.65 280.62 S

281.16 E

IN

280.62 N

OUT

STORM OUT

283.39 W

283.98 N

OUT

283.69 W

OUT

283.75 S

IN

281.99

1 of 1

of 3122

CV04.0001

AND DEMOLITION DETAILS

PAVEMENT SECTIONS

TYPICAL EXISTING

PROJECT IDENTIFIER

VOLUME NUMBER

SHEET NUMBER

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

IA1306CV04.0001.dgn 2/24/2014

JLR

DRH

AS SHOWN

01/ 29 / 14

5:4

9:2

9 P

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IA1306

JGH

RGT

SECTION 1


MAP

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RICHARD G. THUMA

Lic. No. 043615

GENERAL DEMOLITION NOTES

3.)

2.)

1.)

N.T.S.

3CV04.0001

SEE NOTE 2

FLUSH (IF PRESENT)

CUT DOWELS OR TIE BARS

SAWCUT FOR STRESS RELIEF

INITIAL FULL-DEPTH VERTICAL

NOTES

PAVEMENT TO REMAIN

EXISTING P.C.C.

REMOVAL (P-152)

P.C.C. PAVEMENT

AS DIRECTED BY THE COTR

EXCAVATION (P-152) (IF NEEDED)

UNSUITABLE SUBGRADE UNDERCUT

(P-152 PAVEMENT REMOVAL)

AGGREGATE BASE REMOVAL

SUBGRADE AND/OR

TO REMAIN

EXISTING BASE COURSE

N.T.S.

15"

(NO

MIN

AL)

(NO

MIN

AL)

TO

TA

L R

EM

OV

AL

(P-152 PAVEMENT REMOVAL)

BASE COURSE

CEMENT TREATED

TO 18" MAX.

8" MIN.

NOTE 4

SEE

15"

9"

18"

42"

2

CV02.0101

N.T.S.

1

REMOVAL

TREATED BASE TO REMAIN

EXISTING 9" CEMENT

CV04.0001

CV04.0001

CV04.0001

PRIOR TO REMOVAL

REMOVAL LIMITS

PERIMETER OF

DOUBLE SAWCUT

CV04.0001UNDERCUT

ADDITIONAL

PRIOR TO REMOVAL

REMOVAL LIMITS

PERIMETER OF

DOUBLE SAWCUT

PAVEMENT TO REMAIN

EXISTING 15" P.C.C.

TREATED BASE TO REMAIN

EXISTING 9" CEMENT

TO BE REMOVED

EXISTING SUBGRADE

PAVEMENT TO REMAIN

EXISTING 15" P.C.C.

4 SPACES AT 25' = 100'

2

2

2

3

CV02.0101

STA. 301+63.20 TO 312+13.28

EXISTING PAVEMENT SECTION & REMOVAL LIMITS

PAVEMENT TO BE REMOVED

EXISTING 14" - 24" P.C.C.

BASE COURSE TO BE REMOVED

EXISTING 0" - 9" CEMENT TREATED

12"

(MIN.)

2"

(MIN.)

4"

(MIN.)

BEDDING MATERIAL

NEW GRANULAR

(D-705)

UNDERDRAIN PIPE

NON-PERFORATED

INSTALLATION

WIDTH AS NEEDED FOR PIPE

FILL TRENCH WITH CLSM (P-153)

7'

HMA PLACEMENT

JUST PRIOR TO REMOVAL AND

FINAL HMA CUT BOTH SIDES

(MIN.)

IN TWO LIFTS

NEW 5" HMA (P-405)

N.T.S.CV02.0101

4

CV03.0001

20" LONG AT 15" O.C.

1.5" DIA. SMOOTH DOWELS

THIS SHEET

REMOVAL DETAIL

SEE 42" PAVEMENT

42"

HMA FOR PIPE TRENCHING

INITIAL CUT THROUGH

FOR UNDERDRAIN (P-160)

SHOULDER REMOVAL AND REPLACEMENT

AT JOINT (MINIMUM 24" DEEP)

SECOND VERTICAL SAWCUT

5.)

4.)

3.)

2.)

1.)

BELOW EXISTING PAVEMENT SURFACE.

OF ALL MATERIALS, REGARDLESS OF TYPE, TO 42" DEPTH

SHOULD BE EXPECTED. ITEM P-152-4.1 INCLUDES REMOVAL

VARIABILITY IN PAVEMENT AND UNDERLYING LAYERS

CONTRACTOR TO DETERMINE DISTANCE.

COTR.

TO REMOVE UNSUITABLE SOILS, AS DIRECTED BY THE

ADDITIONAL SUBGRADE UNDERCUT MAY BE NEEDED

UNDERNEATH PAVEMENT TO REMAIN IN PLACE.

PREVENT LOSS OF CTB, AGGREGATE OR SOIL FROM

CONTRACTOR SHALL TAKE ACTION AS NEEDED TO

PAVEMENT DEMOLITION.

AS INDICATED PRIOR TO COMMENCEMENT OF ANY

TWO VERTICAL FULL-DEPTH SAWCUTS SHALL BE MADE

PAVEMENTS.

TO MANAGE RUNOFF INTO HIS WORK AREA FROM ADJACENT

OF MATERIAL. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE

SUITABLE MATERIAL PRIOR TO PLACING THE NEXT COURSE

CONTRACTOR SHALL REPLACE ANY SATURATED AREAS WITH

SATURATION BY CREATING SUMPS FOR PUMPING WATER. THE

ALL EXPOSED SUBGRADE FROM RAIN AND WEATHER

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING

THE CONTRACTOR'S EXPENSE.

IMMEDIATELY TO THE SATISFACTION OF THE COTR AND AT

RECONSTRUCTION. ANY DAMAGE SHALL BE REPAIRED

UTILITIES FROM DAMAGE DURING DEMOLITION AND

THE CONTRACTOR SHALL PROTECT ALL UNDERLYING

UTILITIES PRIOR TO BEGINNING DEMOLITION.

THE CONTRACTOR SHALL LOCATE AND MARK ALL UNDERLYING

1.)

NOTES

PCC PAVEMENT REMOVAL (P-152) FOR PAVEMENT.

OTHER MATERIALS. ALL REMOVALS TO 42" DEPTH WILL BE CONSIDERED

USING BITUMINOUS PAVEMENT, PCC PAVEMENT, FOAM INJECTION OR

SOME PORTIONS OF THE TAXIWAY HAVE BEEN PREVIOUSLY REPAIRED

SHOULDER CTB

EXISTING

PE

R S

EC

TIO

N 1,

CV04.0

101

NE

W 4

2" P

AV

EM

EN

T S

TR

UC

TU

RE

AS DIRECTED BY COTRUNDERCUT LIMITS AND DEPTH

6" CEMENT MODIFIED SUBGRADE

P-161 SOIL STABILIZATION FABRIC

P-162 GEOGRID FOR SUBGRADE STABILIZATION

BACKFILL STONE

P-220 UNDERCUT

4"-6"

AND REPLACEMENT DETAIL

UNSUITABLE SOIL UNDERCUT

NOTES

2.)

1.)

MINIMUM 18" OVERLAP ON SHEETS OF P-161 FABRIC.

COVER WITH P-161 FABRIC AND FILL REMAIN EXCAVATION WITH P-220 STONE.

LAYER (4"-6") OF P-220 STONE. ROLL STONE TO SEAT INTO GEOGRID, THEN

AFTER EXCAVATION, PLACE GEOGRID IN BOTTOM AND COVER WITH THIN

STABILIZATION FABRIC

STONE WRAPPED IN SOIL

P-220 UNDERCUT BACKFILL

VARIES (6" MIN.)

42" PAVEMENT REMOVAL DETAIL (P-152)

SHEET NAME

23

1 of 1

of 31

CV04.0101

TYPICAL NEW PAVEMENT SECTIONS

PROJECT IDENTIFIER

VOLUME NUMBER

SHEET NUMBER

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

IA1306CV04.0101.dgn 2/24/2014

JLR

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AS SHOWN

01/ 29 / 14

5:5

0:0

0 P

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IA1306

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SECTION 1


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FOHTLAEW

N

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PR

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ESSIONAL EN

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RICHARD G. THUMA

Lic. No. 043615

CURING COMPOUND (P-304)

NEW CONCRETE

BASE COURSE FOR TAXIWAYS (P-304-7.1)

NEW 6" CEMENT TREATED

BASE COURSE (P-209)

NEW 6" AGGREGATE

DETAIL THIS SHEET

SEE UNDERDRAIN

CV03.0001 N.T.S.

CV05.0001

CV04.0101

CV05.0001

BARS

REINFORCING

BARS

REINFORCING

BASE COURSE (P-209)

NEW 6" AGGREGATE

BASE COURSE (P-304-7.1)

NEW 6" CEMENT TREATED

2"

N.T.S.

NEW UNDERDRAIN DETAIL

3'

1

2

CV04.0101

5 SPACES AT 20' = 100'

SUBGRADE (P-301)

NEW 6" CEMENT MODIFIED

STA. 301+63.20 TO 312+13.28

NEW PAVEMENT SECTIONSUBGRADE (P-301)

NEW 6" CEMENT MODIFIED

B

2

B

P.C.C. PAVEMENT (P-501)

NEW 17.5" PLAIN

SOIL STABILIZATION FABRIC (P-161)

STONE (P-220) WRAPPED IN

NEW 12.25" UNDERCUT BACKFILL

SOIL STABILIZATION FABRIC (P-161)

STONE (P-220) WRAPPED IN

NEW 12.25" UNDERCUT BACKFILL

UNDERDRAIN (D-705)

NEW 6" PVC

(4'-4"

MINIM

UM)

VA

RIA

BLE

SOIL STABILIZATION FABRIC

FILTER CLOTH

BACKFILL (D-705)

NEW POROUS

4"

MIN

6"

6"

INTERLAYER (P-221)

NEW 0.25" CHOKE STONE

N.T.S.

PIPE TRENCH IN NON-PAVED AREA

NON-PERFORATED SUBDRAIN OUTLET

VARIABLE

VA

RIA

BLE (3'

MIN.)

PVC PIPE

6" NON-PERFORATED

UNDISTURBED SOIL

TO 95% OF DENSITY OF THE ADJACENT

COMPACTED BACKFILL COMPACTED

EXISTING / PROPOSED GRADE

AND SOD (AS DIRECTED)

PROVIDE 6" MINIMUM TOPSOIL

3CV03.0402

SHEET NAME

24

1 of 1

of 31

CV05.0001

JOINTING DETAILS 1

PROJECT IDENTIFIER

VOLUME NUMBER

SHEET NUMBER

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

IA1306CV05.0001.dgn 2/24/2014

JLR

DRH

AS SHOWN

01/ 29 / 14

5:5

0:2

9 P

M

IA1306

JGH

RGT

SECTION 1


MAP

GSE

AI

NIG

RIV

FOHTLAEW

N

OM

MO

C

PR

OF

ESSIONAL EN

GIN

EE

R

RICHARD G. THUMA

Lic. No. 043615

SYMBOL

d

T/2 + d/2

d

T/2 + d/2T/2 + d/2

d

T

THIS SIDE POURED FIRST

CO

NS

TR

UC

TIO

N J

OIN

TS

CO

NT

RA

CTIO

N J

OIN

TS

T

COATED DOWEL BAR

PAINTED OR EPOXY COATED DOWEL BAR

PAINTED OR EPOXY

T

SEE NOTE 5

INSTALL DOWEL BAR

PRIOR TO PAVING

LUBRICATE THIS SIDE

DOWEL BAR

DRILL AND EPOXY

EXISTING PAVEMENT

DOWEL BAR

DRILL AND EPOXY

PRIOR TO PAVING

LUBRICATE THIS SIDE

(MIN.)

DOWEL BAR SCHEDULE

T DIAMETER LENGTH SPACING

t

T+T/4

T

JOINT SEALER

ITEM P-605 SILICONE

"43

RE

CO

MM

EN

DA

TIO

N

MA

NU

FA

CT

UR

ER

PE

R J

OIN

T S

EA

L

SYMBOL SYMBOL

SYMBOL

18"20"1 1/2"

1 5/8"

1/2" + 1/16"

3/8" BELOW PAVEMENT 1/2" + 1/16"

ITEM P-501.

BEVELING INCIDENTAL TO

SIDES OF WIDENED SUWCUT.

1/4" BEVELED EDGE BOTH

1 5/8" (MIN.)

PRIOR TO PAVING.

LUBRICATE FREE END

COATED DOWEL BAR.

PAINTED OR EPOXY

1/4"

MATERIAL

PREMOLDED COMPRESSIBLE

3/4" NON-EXTRUDING

3/8" BELOW PAVEMENT

JOINT FILLER

3/4" EXPANSION

T/2 + d/2

d

THIS SIDE POURED FIRST

COATED DOWEL BAR

PAINTED OR EPOXY

SEE NOTE 5

INSTALL DOWEL BAR

PRIOR TO PAVING

LUBRICATE THIS SIDE

SYMBOL

NOT LESS THAN 10'

TO NEAREST JOINT BUT

PAVEMENTBELOW 3/8"

SIDES

BOTH

RADIUS

FORMED

1/4" - 3/8"

ROD

BACKER

TO ITEM P-501.

BEVELING INCIDENTAL

WIDENED SAWCUT.

BOTH SIDES OF

1/4" BEVELED EDGE

THICKNESS MINIMUM

ONE-QUARTER SLAB

INITIAL SAWCUT TO

N.T.S.

N.T.S. N.T.S. N.T.S.

N.T.S.

N.T.S.

T T

CV03.0101

C

CV03.0101 CV03.0101

SCV03.0101

CV03.0101

J1CV05.0001

1.)

NOTE

SA

WC

UT

PAVEMENT

1/4" BELOW

SEE NOTE 1

P.C.C. PAVEMENT

EXISTING BASE COURSE

CONCRETE PAVEMENT

NEW BITUMINOUS

N.T.S.

SEALING FILLER

ITEM P-605 JOINT

SJ AND BITUMINOUS PAVEMENT

JOINT BETWEEN P.C.C. PAVEMENT

SEALING JOINT SHALL BE INCLUDED IN THE COST OF ITEM P-405.

THE ENTIRE LENGTH OF PROJECT. COST OF SAWING AND

CONCRETE PAVEMENT SHALL BE SAWED AND SEALED ALONG

JOINT BETWEEN P.C.C. PAVEMENT AND BITUMINOUS

1/4"

INSTALLATION.

DURING & AFTER CONCRETE PLACEMENT.

JOINT NOTES

A.

B.

ALL EXPOSED JOINT EDGES SHALL BE EDGED WITH AN APPROVED

THE INITIAL SAWCUT FOR ALL LONGITUDINAL AND TRANSVERSE

CONTRACTION JOINTS SHALL BE SAWED AS SOON AS POSSIBLE,

ALL DOWEL BARS SHALL BE SECURELY HELD IN PLACE BY MEANS

OF A DOWEL BAR ASSEMBLY WHICH WILL INSURE THAT THEY

WILL REMAIN PARALLEL TO THE PAVEMENT LANES. THE DOWEL

BAR ASSEMBLIES SHALL BE APPROVED BY THE COTR PRIOR TO

SUPPORT PINS OR OTHER APPROVED METHODS TO PREVENT SHIFTING

DOWEL BARS SHALL BE INSTALLED IN BUTT JOINTS BY ONE OF THE

FOLLOWING METHODS:

SET IN FORMS OR DOWEL BASKETS PRIOR TO P.C.C. PAVING.

THICKER PAVEMENT.

ON BOTH SIDES OF THE EXPANSION JOINT SHALL BE BASED ON THE

PAVEMENT THICKNESSES THE THICKNESS OF THE THICKENED EDGES

WHEN EXPANSION JOINT IS CONSTRUCTED BETWEEN TWO DIFFERENT

ALL TIE BARS AND MESH SHALL BE SECURELY HELD IN PLACE BY

DRILL HARDENED P.C.C. AND EPOXY BARS IN PLACE.

1.)

2.)

3.)

4.)

5.)

6.)

TOOL HAVING A RADIUS OF 1/4" TO 3/8".

BUT WITHOUT RAVELING.

EX

PA

NSIO

N A

ND S

LIP J

OIN

TS

SPECIAL DOWELED CONSTRUCTION JOINTOPTIONAL TYPE E DOWELED (BUTT)TYPE E DOWELED (BUTT)

BACKER ROD MATERIAL

1/2"

AS N

EE

DE

D

1/4"x1/4" BEVELED EDGE

N.T.S.

SYMBOL

FIRMLY IN PLACE DURING PLACEMENT OF THE SECOND SLAB.

TO THE BOTTOM OF THE FIRST SLAB, AND SHALL BE HELD

FIBERBOARD SHALL BE INSTALLED TO ENSURE FULL CONTACT

NOTE:

EDGE ISOLATION JOINT

TYPE A THICKENED

T2

4

NEAREST JOINT

15"

7.5"3.75"

3.75"

6"

6"6"

TO PAVING

DOWEL BAR, LUBRICATE PRIOR

PAINTED OR EPOXY COATED

SEE NOTE 5

INSTALL DOWEL BAR

DOWEL BAR

DRILL AND EPOXY

SLAB

PCC

EXISTING

MATERIAL

PREMOLDED COMPRESSIBLE

3/4" NON-EXTRUDING

(4 REQUIRED)

STOP BAR 3" FROM JOINTS

CONTINUOUS BETWEEN JOINTS

1" DIA. REINFORCING BARS

CV03.0101

A

D D

B

CV03.0101

THICKENED EDGE ISOLATION JOINT WITH DOWELS

ISOLATION JOINT SEALANT

SEALANT

PREFORMED JOINT

ITEM P-604 6 CELL

TYPE C DOWELED CONTRACTION JOINT

SEALANT

PREFORMED JOINT

ITEM P-604 6 CELL

22"

17.5" = T2

17.5" OPERATIONS

DURING PAVING

IN PROPER ALIGNMENT

SUPPORT DOWEL BARS

SHEET NAME

25

1 of 1

of 31

CV05.0002

JOINTING DETAILS 2

PROJECT IDENTIFIER

VOLUME NUMBER

SHEET NUMBER

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



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Lic. No. 043615

A

A

20", SEE NOTE 1

CONSTRUCTION JOINT

DOWELED LONGITUDINAL

CV03.0101

CV05.0502

3" (MIN.)

JOINT

PAVEMENT

3" (MIN.)

PLAN

N.T.S.

WIRE FABRIC NOTES

TYPICAL WIRE FABRIC REINFORCEMENT

MINIMUM WWF LAP IS 18 INCHES.

SHALL BE PLACED WITHIN 3 INCHES OF THE STRUCTURE.

WHEN A STRUCTURE IS LOCATED WITHIN A PANEL WIRE FABRIC

T/4 + 1" AS SHOWN.

WIRE FABRIC SHALL BE PLACED AT THE VERTICAL POSITION OF

AS "R" ON THE JOINTING PLAN DRAWINGS.

PANELS TO BE REINFORCED WITH WIRE FABRIC ARE DENOTED

4.)

3.)

2.)

1.)

R

P.C.C. PAVEMENT

T/4+1"

ELEVATION

6" (MAX.)

3" (MIN.)

T

FLAT STOCK

WELDED WIRE FABRIC

PAVEMENT JOINT

P.C.C. PAVEMENT IN BOTH DIRECTIONS.

SQ. INCHES PER FOOT WIDTH OF

SO AREA OF FABRIC TO BE 0.10

6x6 W6/W6 OR OTHER COMBINATION

WELDED WIRE FABRIC FLAT STOCK.

14"

20"

WIRE CHAIR

TOP SPACER BAR

WIRE SPACER

TOP SPACER BAR

BOTTOM SPACER BAR

H

T/2

#9 GA. WIRE SPACER BAR ARC WELDED TO THE BOTTOM OF

TOP SPACER BAR. (MAY BE MECHANICALLY ATTACHED IN

SEE NOTES 2 AND 3

CHAIR

DOWEL BAR DIAMETER, LENGTH AND SPACING SHALL BE AS

SHOWN ON THE DOWEL BAR SCHEDULE.

DOWELS SHALL BE PAINTED OR EPOXY COATED FULL LENGTH

THE FREE END OF THE DOWEL IMMEDIATELY PRIOR TO PAVING.

N.T.S.

DOWEL SPACING NOTES

N.T.S.

N.T.S.

DOWEL BASKET ASSEMBLY NOTES

DOWEL END)

CAP WILL BE INSTALLED ON THE FREE

AN EXPANSION JOINT, THE EXPANSION

TO TOP SPACER BARS (IF USED AT

DOWELS ARC WELDED ALTERNATIVELY

SEE NOTE 1.

5'-0" APART.

#9 GA. WIRE SPACER

SPACER BARS (2 PER ASSEMBLY)

#0 GA. WIRE TOP AND BOTTOM

BARS (SEE DETAIL, THIS SHEET)

TO TOP AND BOTTOM SPACER

#0 GA. WIRE CHAIRS WELDED

IN JOINTING DETAILS

SPACING AS SHOWN

= SHOWS RESISTANCE WELDING

= SHOWS ARC WELDING

TOP SPACER BARS

BARS ARC WELDED TO

ALTERNATE DOWEL(SEE NOTES 2 AND 3)

DOWEL

(SEE NOTES 2 AND 3)

DOWEL

CONTRACTION JOINT

DOWELED TRANSVERSE

WHERE DOWEL BASKETS ARE USED ALONG THICKENED EDGE

SLABS, DOWEL SUPPORT BASKETS SHALL BE TAPERED TO

POSITION THE DOWELS AT THE SAME DISTANCE BELOW THE

PAVEMENT SURFACE THROUGHOUT.

1.)

2.)

3.)

4.)

N.T.S.

LIEU OF WELDING) 3 REQUIRED PER UNIT.

(TYP. BOTH SIDES)

18"

18" (TYP.)

STEEL DOWEL @ 18" O.C.

1 1/2" DIA. x 20" SOLID

CHAIR DETAIL SECTION A-A

DOWEL BASKET ASSEMBLY DETAIL AT INTERSECTING JOINTS

DOWEL SPACING REQUIREMENTS

SPACER BAR

BOTTOM

ASSEMBLY)

8 STAKES PER

ASSEMBLY. (MIN. OF

EACH SIDE OF

TO 15" APART ON

DRIVE STAKES 12"

12"

12"

CONSTRUCTION JOINT.

DO NOT INSTALL DOWEL BARS WITHIN 10" OF A LONGITUDINAL

1.)

OF DOWEL. A LUBRICANT BOND BREAKER SHALL BE APPLIED TO

SHEET NAME

26

1 of 1

of 31

CV05.0201


PROJECT IDENTIFIER

VOLUME NUMBER

SHEET NUMBER

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

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Lic. No. 043615

N.T.S.

REFLECTIVE LINE

SOLID YELLOW

EDGE OF TAXIWAY

ALIGNED WITH

6" BLACK BORDER

TAXIWAY DASHED EDGE STRIPE

APRON

TAXIWAY

CV03.0301

A CV03.0301

B

CV03.0301

CCV03.0301

D

CV03.0302

CV03.0301

E

CV03.0303

CV03.0301

F

CV03.0303

3' 3' 3'

15' 25' 15'

6"

6"

6"

10' 30' 10'

6"

6"

6"

6"

6"

3' 3' 3'

GCV03.0301

CV03.0303

CV03.0303

CV03.0302

TAXIWAY EDGE STRIPE

REFLECTIVE LINE

SOLID YELLOW

EDGE OF TAXIWAY

ALIGNED WITH

6" BLACK BORDER

6"

6"

6"

OF THE PHASE IN WHICH IT IS APPLIED.

TEMPORARY MARKINGS SHALL BE COMPLETELY REMOVED AT THE COMPLETION

BORDER, UNLESS OTHERWISE INDICATED IN THE PLANS.

TEMPORARY MARKINGS WILL BE PAINTED ACCORDING TO DETAILS WITH THE 6" BLACK

FROM COTR.

TEMPLATE FOR NUMBERS, STOP BARS AND RAMP CONTROL SPOTS ARE AVAILABLE

FULL APPLICATION RATE SHALL BE USED FOR SECOND APPLICATION.

APPLICATION AFTER PROJECT COMPLETION. FULL SURFACE PREPARATION AND

PHASE COMPLETION AND APPLIED AT A 50% FULL APPLICATION RATE. SECOND

NEW MARKINGS WILL RECEIVE TWO APPLICATIONS. INITIAL APPLICATION AFTER

THE REPAIR AREA. REFERENCE THIS SHEET FOR MARKING DETAILS.

LOCATION AND CONFIGURATION. MARKINGS SHALL EXTEND MINIMUM 5 FEET BEYOND

REPLACE DAMAGED/REMOVED MARKINGS WITH NEW MARKINGS OF THE SAME COLOR,

N.T.S.

N.T.S. N.T.S.

N.T.S.

N.T.S.

REFLECTIVE LINE

SOLID WHITE

BLACK BACKGROUND

OF MARKING

CENTERLINE

6" EACH

5 SPACES AT

TAXIWAY CENTERLINE

REFLECTIVE LINE

SOLID YELLOW

BLACK BACKGROUND

REFLECTIVE LINE

SOLID YELLOW

BLACK LINE

BLACK LINE

OF MARKING

CENTERLINE

6" 12"

REFLECTIVE LINE

SOLID WHITE

6" BLACK LINE

6" BLACK LINE

EDGE OF PAVEMENT

6" BLACK BORDER

REFLECTIVE LINE

SOLID YELLOW

6"

6"

12"

SERVICE ROAD SKIPDASH CENTERLINE MARKING

TAXIWAY CENTERLINE MARKING

SERVICE ROAD EDGE MARKING

INTERMEDIATE HOLDING POSITION MARKINGNON-MOVEMENT AREA MARKING

6" TYP.

PAVEMENT MARKING NOTES

5.)

4.)

3.)

2.)

1.)

N.T.S.

SHEET NAME

27

1 of 1

of 31

CV05.0202


PROJECT IDENTIFIER

VOLUME NUMBER

SHEET NUMBER

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



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Lic. No. 043615

N.T.S.

NOTE

1.) TEMPLATE FOR NUMBERS IS AVAILABLE FROM COTR.

HCV03.0301

78

78

OF TRAVEL

DIRECTION

OUTBOUND

HOLDING POSITION MARKINGS

STANDARD INTERMEDIATE

NUMERALS

LOCATION

6" BLACK BORDER

REFLECTIVE NUMERALS

6" WIDE BLACK

REFLECTIVE YELLOW FILLED CIRCLE

20"

20"

38"

9"

20"

9"

24"

24"

8'

6"

6"

20"

20"

20"

6"

20"

20"

6"

=8"

R

=14"

R=14"

R=1

4"

R

=8"

R

6"

6"

29"

20"

=8"

R

N.T.S.

J

NOTES

STOP BAR MARKING

RAMP CONTROL MARKER

N.T.S.

6" EACH

5 SPACES AT POSITION MARKING

INTERMEDIATE HOLD

NON-MOVEMENT OR

BLACK BACKGROUND

SOLID YELLOW REFLECTIVE

SOLID YELLOW REFLECTIVE

BLACK BACKGROUND

MARKING

INTERMEDIATE HOLD POSITION

OF NON-MOVEMENT MARKING OR

BLACK MARKING ON BOTH SIDES

TAXIWAY EDGE MARKING ABUTS

K HOLD POSITION MARKING DETAILAT NON-MOVEMENT / INTERMEDIATETAXIWAY EDGE STRIPE INTERUPTIONS

10'-0"

4'

CV03.0301

CV03.0304

CV03.0303

CV03.0301

EDGE OF PCC PAVEMENT

TEMPLATE FOR STOP BARS IS AVAILABLE FROM COTR.

AT LEAST 6 INCHES IN WIDTH.

MARKINGS SHALL BE OUTLINED WITH A BLACK BORDER

ALL MARKINGS ARE WHITE REFLECTIVE.

3.)

2.)

1.)

9'-0"

4'-0" (M

IN.)

MARKER

RAMP CONTROL

CENTERLINE MARKING

EDGE OF YELLOW TAXIWAY

3' MIN. 7' MAX. FROM

TAXIWAY CENTERLINE MARKING

SHEET NAME

28

1 of 1

of 31

CV05.0301

UNDERDRAIN DETAILS

PROJECT IDENTIFIER

VOLUME NUMBER

SHEET NUMBER

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

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Lic. No. 043615

NOTE

IN BITUMINOUS SHOULDER.

SEE DETAIL E THIS SHEET FOR CASTING DETAIL

NOTE

LID SHALL BE BOLTED TO FRAME.

2" CLR.

3" CLR.

6"

VA

RIE

S

12" DIA.

8"

2 1/2"

(TY

P.)

9" (MIN.)

UNDERDRAIN CLEANOUT DETAIL

UNDERDRAIN CASTING DETAIL #6 BAR DETAIL

CV03.0401

CV03.0401

A

CV05.0301

CV03.0401

CV05.0301

1'-6" DIA.

HOLD IN PLACE

#4 STAKES TO

(3) #6 BAR HOOPS

C

D E

B


BASE COURSE (P-304)

6" CEMENT TREATED

THIS SHEET.

SEE #6 BAR DETAIL E ON

(3) #6 BARS EVENLY SPACED.SEE DETAIL D ON THIS SHEET.

TO UNDERDRAIN CASTING DETAIL.

FRAME AND COVER CONFORMING

2" CLR.

3" CLR.

THIS SHEET.

SEE #6 BAR DETAIL E,

(3) #6 BARS EVENLY SPACED.

SEE DETAIL D ON THIS SHEET.

TO UNDERDRAIN CASTING DETAIL.

FRAME AND COVER CONFORMING

6"

N.T.S.

INVERT

COMPRESSION FITTING

COLLAR (P-610)

STRUCTURAL CONCRETE

PIPE (D-705)

AS 6" PERFORATED P.V.C.

PIPE (D-705) TO BE PAID FOR

6" NON-PERFORATED P.V.C.

CONCRETE INLET

BOND BREAKER AROUND PIPE

#30 FELT OR OTHER APPROVED

PVC PIPE

6" NON PERFORATED

UPSTREAM

INVERT

"+" FOR TWO PIPES

"T" FOR ONE PIPE

FLOW

OR "T"

90 DEGREE BEND

(SE

E U

ND

ER

DR

AIN S

CH

ED

ULE)

VA

RIE

S

INVERT

LID THICKNESS

1" (MIN.)

LID

DIAMETER LID

EQUIVALENT

NEENAH OR

FRAME & LID

WITHIN CASTING

PVC PIPE

6" PVC PIPE

(TYP.)

DIAMETER LID

LID THICKNESS

1" (MIN.)

FLOW

WYE FITTING

45 DEGREE

OF UNDER DRAIN LINE

CAP IF AT THE BEGINNING

PVC PIPE

6" PERFORATED

FLOW

MARKING TAPE

UNDERDRAIN LINE

45 DEGREE BEND

IF SPECIFIED

WELDED WIRE FABRIC

PVC PIPE

6" NON PERFORATED

BOND BREAKER AROUND PIPE

#30 FELT OR OTHER APPROVED

INVERT

(SE

E U

ND

ER

DR

AIN S

CH

ED

ULE)

IN STRUCTURE WALL

CORE OPENING

N.T.S.

N.T.S.

N.T.S. N.T.S.

IF SPECIFIED

WELDED WIRE FABRIC


BASE COURSE (P-304)

6" CEMENT TREATED

MARKING TAPE

UNDERDRAIN LINE

DIRECT CONNECTION DETAIL

UNDERDRAIN COLLECTION STRUCTURE DETAIL

CAP

PIPE

UNDERDRAIN

6" PERFORATED

PLAN VIEWCLEANOUT FRAME

ON UNDERDRAIN

CENTER HOOP

FN.T.S.CV03.0401

AS APPROVED BY COTR

SEAL CAP TO PIPE

NOTE

CV03.0401 N.T.S.

FLOW

UNDERDRAIN CAP DETAIL

G EXISTING TO NEW UNDERDRAIN CONNECTION DETAIL

3'

P.C.C REMOVAL LIMITS

PVC PIPE (D-705)

NEW 6" PERFORATED

UPSTREAM

INVERT

INVERT

VA

RIA

BLE

"T" OR WYE FITTING

MEET FITTING

BEND TO

UNDERDRAIN PIPE AS APPROVED BY COTR.

A SMOOTH UNIFORM FLOW LINE IS OBTAINED TO NEW

1. CONNECTION SHALL BE WATERTIGHT AND MADE SO

DOWNSTREAM

ALLOW CONNECTION.

ENOUGH EXISTING PIPE TO

UNDERDRAIN PIPE. REMOVE

EXISTING 6" PERFORATED

SHEET NAME

29

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CV05.0401

EROSION CONTROL DETAILS

PROJECT IDENTIFIER

VOLUME NUMBER

SHEET NUMBER

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

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Lic. No. 043615

EROSION CONTROL NOTES

SILT FENCE

FILTER CLOTH

ENTRANCE

CONSTRUCTION

A

A

B B

WASTE SOIL AREA

WHERE NEEDED AT

THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE

PROPERTY

LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE

UNAVOIDABLE, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT

POST, WITH A MINIMUM 6-INCH OVERLAP, AND SECURELY SEALED.

WHEN WIRE SUPPORT IS USED, STANDARD-STRENGTH FILTER CLOTH MAY BE USED.

APART. THE WIRE MESH FENCE MUST BE FASTENED SECURELY TO THE UPSLOPE SIDE

OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST ONE INCH LONG, TIE WIRES

OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF TWO

INCHES AND SHALL NOT EXTEND MORE THAN 34 INCHES ABOVE THE ORIGINAL GROUND

SURFACE. THE STANDARD-STRENGTH FABRIC SHALL BE STAPLED OR WIRED TO THE

WHEN WIRE SUPPORT IS NOT USED, EXTRA-STRENGTH FILTER CLOTH SHALL BE

USED. POSTS FOR THIS TYPE OF FABRIC SHALL BE PLACED A MAXIMUM OF 6-FEET

APART. THE FILTER FABRIC SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF

THE POSTS USING ONE INCH LONG (MINIMUM) HEAVY-DUTY WIRE STAPLES OR TIE WIRES

IF A SILT FENCE IS TO BE CONSTRUCTED ACROSS A DITCH LINE OR SWALE, THE

MEASURE MUST BE OF SUFFICIENT LENGTH TO ELIMINATE ENDFLOW, AND THE PLAN

CONFIGURATION SHALL RESEMBLE AN ARC OR HORSESHOE WITH THE ENDS ORIENTED

UPSLOPE. EXTRA-STRENGTH FILTER FABRIC SHALL BE USED FOR THIS APPLICATION

WITH A MAXIMUM 3-FOOT SPACING OF POSTS. ALL OTHER REQUIREMENTS OF NOTE

#5 APPLY.

THE FILTER FABRIC.

SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE.

BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.

SF

STANDARD SYMBOL

N.T.S.

N.T.S.

STANDARD SYMBOL

N.T.S.

GROUND

UNDISTURBEDFLOW

24" (MIN.)

SILT FENCE DETAILS

SECTION

SILT FENCE INSTALLATION

POSTS FOR THIS TYPE OF INSTALLATION SHALL BE PLACED A MAXIMUM OF 10-FEET

WIRE FENCE AND 8 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH.

AND 8 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH.

THE 4-INCH BY 4-INCH TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER

34" (MAX.)

16" (MIN.) TO

SECTION B-B

SECTION A-A

PLAN VIEW

SIDE ELEVATION

70' (MIN.)

70' (MIN.)

TEMPORARY STONE CONSTRUCTION ENTRANCE

METHOD

TEST

BAG

DEWATERING

GRAB TENSILE STRENGTH (LBS)D4632

ASTM200200 120

GRAB TENSILE ELONGATION (%)D4632

ASTM

MULLEN BURST STRENGTH (LBS)D3786

ASTM400190

D4833

ASTM---

D4751

ASTM---

D4491

ASTM---

D4355

ASTM---

D4533

ASTM

15

40

40-80

75

10

80

40

140

90

75

15

250

10

70

60

PUNCTURE STRENGTH (LBS)

(% STRENGTH RETAINED)

UV RESISTANCE AT 500 HRS.

FLOW RATE (GAL./MIN./SQ.FT.)

EXISTING GROUND FILTER CLOTH

PAVEMENT

EXISTING

5:1

(OPTIONAL)

MOUNTABLE BERM

6" (MIN.)

EXISTING GROUND

PAVEMENT

EXISTING

10' (M

IN.)

10' (M

IN.)

CE

12' (M

IN.)*

(OPTIONAL)

WASHRACK

TRAPPING DEVICE

TO SEDIMENT

POSITIVE DRAINAGE10' (MIN.)OPERATION.

OF INGRESS AND EGRESS

MUST EXTEND FULL WIDTH

12' (MIN.)

3" (MIN.)

6'-7"

REINFORCED CONCRETE DRAIN SPACE

(U.S. STANDARD SIEVE)

APPARENT OPENING SIZE

DEWATERING BAG

FILTERED WATER

PUMP DISCHARGE HOSE

WATER PUMP

FLOW

TIE DOWN STRAP

DEWATERING BAG DETAIL

8" MINIMUM INTO TRENCH

FILTER FABRIC EXTENDS

WITH FILTER CLOTH COVER

(MAX. 6" MESH SPACING)

( 14 GAUGE MIN.)

WOVEN WIRE FENCE (OPTIONAL)

4"x4" TRENCH (BACKFILLED)

2" MINIMUM INTO TRENCH

WIRE FENCE EXTENDS

*-

COARSE AGGREGATE

VDOT #1

FILTER CLOTH (TABLE A)

TRAPEZOID TEAR STRENGTH (LBS)

BATCH PLANT SITE

IF REQUIRED AT

6.)

5.)

4.)

3.)

2.)

1.)

5.)

4.)

3.)

2.)

1.)

SEDIMENT DEPOSITS.

REMAIN IN PLACE TO CONFORM WITH THE EXISTING GRADE. PREPARE AND SEED THESE

AFTER SILT FENCE IS NO LONGER REQUIRED, DRESS ANY SEDIMENT DEPOSITS THAT

DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER.

REMOVE SEDIMENT DEPOSITS AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN

PROMPTLY.

EXPECTED USABLE LIFE AND THE BARRIER IS STILL NECESSARY, REPLACE THE FABRIC

SHOULD FILTER FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE

RUNS AND UNDERCUTTING.

PAY CLOSE ATTENTION TO THE REPAIR OF DAMAGED SILT FENCE RESULTING FROM END

LEAST DAILY DURING PROLONGED RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.

INSPECT EROSION CONTROL MEASURES IMMEDIATELY AFTER EACH RAINFALL AND AT

TABLE A - FILTER FABRIC REQUIREMENTS

3" (MIN.)

SHEET NAME

30

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CV05.0501

SPALL REPAIR DETAILS

PROJECT IDENTIFIER

VOLUME NUMBER

SHEET NUMBER

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

IA1306CV05.0501.dgn 2/24/2014

JLR

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AS SHOWN

01/ 29 / 14

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RICHARD G. THUMA

Lic. No. 043615

CONCRETE PAVEMENT JOINT

LIMITS OF DISTRESSED AREA

SAWCUT 3" DEPTH

DISTRESSED AREA

REMOVAL TO CORRECT

LIMITS OF P.C.C.

DISTRESSED AREA

PAVEMENT JOINT

EXISTING CONCRETE

3"

(MIN.)

3"

DISTRESSED AREA

EXISTING CONCRETE JOINT




N.T.S.

PARTIAL DEPTH SPALL REPAIR

90o

3"

90o

SAWCUT

" WIDE SAWCUT21

3"

1"

4"

(MIN.)

REMOVE P.C.C.

SAWCUT 3" DEPTH

ADHESIVE EPOXY

AND FILL WITH

CLEAN OVERCUTS

1.)

2.)

3.)

4.)

5.)

6.)

7.)

8.)

RE

PAIR

DE

PT

H O

F

3" (M

IN.)

3"

DISTRESSED AREA




N.T.S.

90o

3"

(MIN.)

PAVEMENT JOINT

EXISTING CONCRETE

DISTRESSED AREA

DISTRESSED AREA

REMOVAL TO CORRECT

LIMITS OF P.C.C.

(TYP.)

90o

3"

3"

90o

3"

SAWCUT EACH SIDE

4"

(MIN.)

1"

SAWCUT SOCKET

" WIDE 21

REMOVE P.C.C.

JOINT LINES

SOCKET ALONG EXISTING

EXPANSION JOINT CAP INTO

INSERT FIBERBOARD WITH

ADHESIVE EPOXY

AND FILL WITH

CLEAN OVERCUTS

B B

FOR FIBERBOARD

BLADES TO CREATE SOCKET

" STACKED DIAMOND21

SAWCUT MIN. 4" DEEP WITH

PARTIAL DEPTH SPALL REPAIR NOTES

NOTE 9

NOTE 9

EXISTING JOINT LINES

JOINT CAP INTO SOCKET ALONG

INSERT FIBERBOARD WITH EXPANSION

PARTIAL DEPTH SPALL REPAIR SPANNING ACROSS JOINTS

STEP 2

STEP 3

STEP 4

(SECTION A-A)

STEP 1

STEP 2

STEP 3

STEP 4

(SECTION B-B)

STEP 1

A A

VIEW

PLANVIEW

PLAN

CREATE SOCKET FOR FIBERBOARD

" STACKED BLADES TO21


CREATE SOCKET FOR FIBERBOARD

" STACKED BLADES TO21


APPLY PRIMER

LIMITS OF REMOVAL

MINIMUM 3" DEEP AT

VERTICAL SAWCUT

DEPTH OF REPAIR

3" (MIN.)

APPLY PRIMER

MATERIAL (P-510)

RAPID-SETTING PATCH

REPLACE WITH NEW

SHEET CV05.0101.

AS SHOWN ON JOINTING DETAILS 1,

RE-ESTABLISH JOINT SEAL

SHEET CV05.0101.

ON JOINTING DETAILS 1,

RE-ESTABLISH JOINT SEAL AS SHOWN

PATCH MATERIAL (P-510)

REPLACE WITH NEW RAPID-SETTING

REMOVE EXPANSION JOINT CAP AND SEAL JOINT.

TO CURE.

FILL AREA WITH PCC PATCH OR RAPID-SETTING PATCH AND ALLOW PATCH

REPAIRED.

MANUFACTURER) TO THE ENTIRE SURFACE OF THE AREA TO BE

APPLY PRIMER (AS RECOMMENDED BY RAPID-SETTING PATCH MATERIAL

THE AREA TO BE REPAIRED.

EXPOSE SOUND CONCRETE (3" MINIMUM DEPTH OF REPAIR) WITHIN

REMOVE ALL CONCRETE AND LOOSE MATERIAL AS NECESSARY TO

SQUARE WITH ADJACENT JOINTS, FORMING A RECTANGULAR PATCH AREA.

FROM THE EDGE OF THE DISTRESSED AREA. SAWCUTS MUST BE

MAKE VERTICAL SAW CUT A MINIMUM OF 3" DEEP APPROXIMATELY 3"

9.)

10.)

LESS THAN 18 INCHES, EXTEND PATCH TO SLAB CORNER.

CONTINUOUS. IF DISTANCE BETWEEN SPALL REPAIR AND SLAB CORNER IS

IF LESS SPACE IS REQUIRED, PATCHES SHOULD BE COMBINED AND

MINIMUM DISTANCE BETWEEN ADJACENT EDGE SPALL PATCHES IS 2 FEET.

COTR APPROVAL.

JOINT DETAIL MAY BE MODIFIED BY SHOP DRAWING SUBMITTAL SUBJECT TO

DEPENDING ON THE PROPERTIES OF THE RAPID SETTING PATCH MATERIALS,

BY THE END OF THE WORK SHIFT.

REMOVAL. HOWEVER, ALL SAWCUT SLURRY AND DUST MUST BE REMOVED

SAWCUTS MAY BE MADE A MAXIMUM 24 HOURS PRIOR TO PAVEMENT

FILLED WITH EPOXY.

SAW CUT OVERCUTS SHALL BE THOROUGHLY CLEANED AND COMPLETELY

CONTRACTOR.

REPAIR SHALL NOT BE PAID FOR BUT SHALL BE THE RESPONSIBILITY OF THE

BY THE CONTRACTOR'S OPERATIONS AS DIRECTED BY THE COTR. THE

THIS REPAIR METHOD SHALL BE USED TO CORRECT SMALL SPALLS CAUSED

SHEET NAME

31

1 of 1

of 31

CV05.0502

SLAB REPLACEMENT DETAILS

PROJECT IDENTIFIER

VOLUME NUMBER

SHEET NUMBER

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

IA1306CV05.0502.dgn 2/24/2014

JLR

DRH

AS SHOWN

01/ 29 / 14

5:5

3:1

4 P

M

IA1306

JGH

RGT

SECTION 1


MAP

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RICHARD G. THUMA

Lic. No. 043615

PLAN SECTION A-A

STEP 1

STEP 2

DOWEL BAR LAYOUT DETAIL PANEL REPLACEMENT DETAIL

CRACK, AS SHOWN IN DETAILS 1 AND 2.

PLACE 2 LAYERS OF TWO #6 REBAR, 3' LONG CENTERED ON THE

WHERE A LONGITUDINAL CRACK EXISTS IN AN ADJACENT PANEL,

COMPLETELY FILLED WITH EPOXY.

SAW CUT OVERCUTS SHALL BE THOROUGHLY CLEANED AND

PLACED AT THE CONTRACTION JOINT BETWEEN THE PANELS.

CONCURRENTLY, A DOWEL BAR BASKET ASSEMBLY SHALL BE

AT LOCATIONS WHERE TWO ADJACENT PANELS ARE REPLACED

BUT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

DIRECTED BY THE COTR. THE REPAIR SHALL NOT BE PAID FOR

SLABS CAUSED BY THE CONTRACTOR'S OPERATIONS AS

THIS REPAIR METHOD SHALL BE USED TO CORRECT CRACKED 4.

3.

2.

1.

CV05.0502 CV05.0502

CV05.0002

(TYP. ALL SIDES)

STEEL DOWELS @ 15" O.C.

1 1/2 DIA. x 20" SOLID

PAVEMENT (P-501)

PLACE NEW 17.5" P.C.C.

SEE SHEET CV05.0001

REPLACEMENT PANEL.

AROUND ALL EDGES OF

RESTORE JOINT SEALANT

EXISTING JOINT

15" P.C.C. PAVEMENT

BREAK AND REMOVE

INITIAL SAWCUT

SECOND SAWCUT

SECOND: ALONG JOINT

INITIAL: 18" FROM JOINT

TWO SAWCUTS FULL DEPTH-

T/2

T

(MIN.)

18"

CENTER OF SLAB IS REMOVED

TO EXISTING PAVEMENT AFTER

LIFT OUT PIECES ADJACENT

TO AVOID CRACK.

OR DELETE DOWEL

ADJUST SPACING

SIDE OF CRACK.

5" MINIMUM EITHER

(MIN.)

18"(MIN.)

18"

JOINT

TRANSVERSE

JOINT

LONGITUDINAL CRACK

LONGITUDINAL

(MIN.)

"21

7

(MIN.)

"21

7

OF DOWEL ONLY.

AND OIL EXPOSED HALF

DRILLED SOCKET. PAINT

EPOXY DOWEL BARS INTO

PANEL

REPLACEMENT

FULL DEPTH SLAB REPLACEMENT NOTES

N.T.S. N.T.S.

BASE COURSE, CTB AND SOIL

REMOVE 11" AGGREGATE

SUBGRADE AS DIRECTED BY COTR

IF NEEDED, REMOVE UNSUITABLE

MIN. 26"

RE

MO

VA

L

COURSE (P-209)

PLACE 6" AGGREGATE BASE

DIRECTED BY COTR

GEOTEXTILE FABRIC AS

BACKFILL STONE WRAPPED IN

IF NEEDED, PLACE UNDERCUT

NOTE 3

6" 6"(MIN.)

3" CLR.

(MIN.)

3" CLR.

NOTE 3

1 2

R

AA

SHEET NAME

AIRPORTS AUTHORITY

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