ord-d-ald09r-g015.pdf

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REVDRAWING NO

DATE JCN

APPROVED BY

ISSUED BY

CHECKED

DRAWN

DESIGNED

SUBMITTED BY

REVIEWED BY

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV

DATE

APPROVED

DESCRIPTION JCN

DATE

REDLINE

APVD

A

ALL AROUND

4" EXPANSION JOINT/3

VARIES 0% TO 3%

VARIES 0% TO 3%

(TYP)

VARIES

(SEE NOTE 1)

1.5%

.5

3:13:1

GRADE (TYP)

PROPOSED

EXISTING OR

11"

FOUNDATION

BUILDING

FLOOR

FINISHED

BUILDING

STOOP

CONCRETE

PROPOSED

T

Y P

STRIP

REFLECTIVE

FILL

CONCRETE

CONC. TOP

FORM ROUND

4" DIA. (SCHD. 40) STEEL PIPE

ADDITIVES

UV INHIBITORS AND ANTI-STATIC

POLYETHYLENE (HDPE) SLEEVE WITH

HIGH VISIBILITY YELLOW, HIGH-DENSITY

OR PVMT

FIN. GRADE

1’-8" DIA.

CONC. FOOTING

M

IN

1" BELOW TOP OF POST

REFLECTIVE STRIP POSITIONED

3" x 9" HIGH INTENSITY SILVER

FLATTENED ON TOP WITH ONE

ORANGE POST

ROUND BY 48" TALL

2 1/2" MIN. DIAMETER

REINFORCEMENT TUBE

1 3/4" DIA INTERIOR

5"

3"

2’-0" 13’-0" AND VARIES

6’-6" AND VARIES 6’-6" AND VARIES

1’-0"

2’-0" 20’-0" AND VARIES

6’-6" AND VARIES6’-6" AND VARIES

2’-0"

2’-0"

3’-0"

1.

2.

PROPOSED GRADE UNLESS OTHERWISE DIRECTED.

EDGE OF PAVEMENT MUST MATCH ADJACENT FINAL, EXISTING, OR

A

1.

AS SHOWN ON PLAN VIEW.

PIPE BOLLARDS SHALL BE SPACED

6" 6"

DRIVABLE SOIL ANCHOR

LOCK INTO 18" TALL

(TYP)

DELINEATOR

FLEXIBLE

BITUMINOUS SURFACE COURSE, 1 1/2"

BITUMINOUS PRIME COAT

COMPACTED SUBGRADE

(TYP)

EARTH BACKFILL

GRADE (TYP)

PROPOSED

EXISTING OR

(TYP)

DELINEATOR

FLEXIBLE

GRADE

PROPOSED

SEE NOTE 3

SEE NOTE 3

GEOFABRIC FOR GROUND STABILIZATION, WOVEN

COMPACTED SUBGRADE

GEOFABRIC FOR GROUND STABILIZATION, WOVEN

(SUPPLIED BY AIRPORT)

6" COMPACTED ASPHALT MILLINGS

COMPACTED SUBGRADE

(TYP)

PROPOSED GRADE

EXISTING ORSEE NOTE 3

(TYP)

DELINEATOR

FLEXIBLE

PROTECTION COURSE

6" COMPACTED FROST

PROTECTION COURSE

6" COMPACTED FROST

WOVEN

STABILIZATION,

FOR GROUND

GEOFABRIC

GRADES SHOWN IN PLANS

AND DOWN TO PROPOSED

MATCH CONCRETE STOOP

GRADE AGGREGATE TO

WITHOUT STOOP

PROPOSED GRADE

PLANS AND DETAILS)

STOOP (SEE FOUNDATION

PROPOSED CONCRETE

ACCESS ROAD AND WALKWAY NOTES:

NOTES:

SECTION APROPOSED NAVAIDS FACILITY

FAA UNPAVED ACCESS ROAD

NOT TO SCALE

B

G021

NOT TO SCALE

A

G021

NOT TO SCALE

C

G021

NOT TO SCALE

F

G021

NOT TO SCALE

E

G021

NOT TO SCALE

D

G021

FLEXIBLE DELINEATOR

FAA PAVED ACCESS ROAD

PIPE BOLLARD

MILLINGS WALKWAY

FACILITY DOUBLE DOOR LOADING AREAS

GRADING DETAIL AT NAVAIDS

- SEE PLANS FOR DETAILS**

- OR AS SHOWN ON PLANS*

**VAR

BITUMINOUS BASE COURSE, 2-1/2"

FAA RE FOR APPROVAL.

SAFETY AREAS. CONTRACTOR MUST SUBMIT CATALOG CUTS TO

OF MARKER IS INSIDE THE RUNWAY OR TAXIWAY OBJECT FREE OR

MAXIMUM 50’ INTERVALS AND IN SUCH A MANNER THAT NO PART

PLAN DRAWINGS. CONTRACTOR MUST INSTALL MARKERS AT

(INCIDENTAL TO FROST PROTECTION COURSE) AS SHOWN ON THE

CONTRACTOR MUST INSTALL 48" TALL FLEXIBLE DELINEATORS

E D

M

IS

S

U E

D F

O R

NAVAIDS

IL

07/24/2019 1898272

ORD-D-ALD09R-G015

C O

N S

T R

U C

T

IO

N

ENGINEERING SERVICES

ALD

CHICAGO O’HARE INTERNATIONAL AIRPORTCHICAGO

PROJECT ENGINEER MGR: ENGINEERING

o rd -d -a ld r-g .d g n

THIS DRAWING PRODUCED ON THE AGL REGION MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS CENTRAL SERVICE AREA

RUNWAY 9R-27L NAVAIDS

NAVAIDS ACCESS ROAD DETAILS

RC