ord-d-als27l-c012.pdf

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M G re g o ry C

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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

12-NO. 6 REINFORCEMENT, EQUALLY SPACED, T AND B

7-NO. 6 REINFORCEMENT, EQUALLY SPACED, T AND B

OIL RESISTANT CAULK (TYP)

EXPANSION JOINT FILLED WITH

VAPOR BARRIER

6 MIL PLASTIC

55’-4"8"

3"

CL.

C L

T

Y P

3"

6X6X6/6 WWF

5’-4"6’-0"

NO. 4 @ 12" OC EACH WAY

2 - NO. 5 CONTINUOUSFOAM INSULATION

2" RIGID URETHANE

8"

C L

R

C L

R

12" 6"

12" 6"

9’-0"

LC

OIL RESISTANT CAULK (TYPICAL)

EXPANSION JOINT FILLED WITH

L

T

Y P

3"

CL.

3"

M

IN

4’-2"

7-NO. 6 REINFORCEMENT, EQUALLY SPACED, T AND B

12-NO. 6 REINFORCEMENT, EQUALLY SPACED, T AND B

C L

R

O.C. EACH WAY

NO. 4 BARS @ 12"

"6"

6X6X6/6 WWF WITH TOP OF SLAB

SHALL BE FLUSH

TOP OF STOOP

7’-10" 12’-0"

6X6X6/6 WWF

VAPOR BARRIER

6 MIL PLASTIC

FOAM INSULATION

2" RIGID URETHANE

(EACH FACE)

NO. 4 BENT BARS

C L

R

O.C. EACH WAY

NO. 4 BARS @ 12"

2 - NO. 5 CONTINUOUS

NO. 4 BENT BARS

6"

SECTION

C

GALVANIZED J-BOLT (TYPICAL)

5/8" DIAM. X 6" LONG

6X6X6/6 WWF

REINFORCED WITH

6" CONCRETE SLAB

6"3’-6"6"

"4

C

LOAD BANK OUTLINE

FOR GRADING

SEE CIVIL PLANS

DETAILS

PLANS FOR

GRADE SEE

FINISHED

PROCTOR (ASTM 1557)

COMPACT TO 95% MODIFIED

CRUSHED ROCK CA-6.

12" (MIN.) COMPACTED

LOAD BANK PAD

PLAN

SECTION

SECTION

18"

.0 ’6

11"

4’-6"

AT 12" O.C. (TYPICAL)

NO. 4 L-BARS 2’-0" X 2’-0"

2’-0"

6’-0"

IMPROVEMENT

PROPOSED SURFACE

SEE CIVIL PLANS FOR

5.0%

2’-0"

01’ 2’ 5’

SCALE: 1/2" = 1’-0"

1’

01’ 2’ 5’

SCALE: 1/2" = 1’-0"

1’

01’ 2’ 5’

SCALE: 1/2" = 1’-0"

1’

01’ 2’ 5’

SCALE: 1/2" = 1’-0"

1’

B

A

PER NOTE 7

1/2"x18" J-BOLT

B

D

A

5’-0" 4’-0"

6’-0" 8’-6" 8’-6"

12’-6"10’-0"10’-0"10’-0"9’-0"4’-6"6’-0"6’-0"

68’-0"

4’-6"

PLAN

8"

04’ 4’ 8’

SCALE: 1/4" = 1’-0"

NOTE 7 (TYPICAL)

I-BOLT PER

EXPANSION ANCHOR

STOOP (SEE SECTION A)

6" THICK CONCRETE

RESISTANT CAULK (TYPICAL)

PLACEMENT, FILLED WITH OIL

SAWCUT WITHIN 12 HOURS OF

CONTROL JOINT 1/8"W X 1-1/2"D

STOOP

CONCRETE

6" THICK

SEE SECTION A)

(TYPICAL,

STOOP

CONCRETE

SUPPORT

WING WALL TO

RESISTANT CAULK

FILLED WITH OIL

EXPANSION JOINT

(TYPICAL)

EDGE OF FOOTING

(TYPICAL)

FOUNDATION WALL

INSIDE EDGE OF

SECTION D)

STOOP (SEE

CONCRETE

FINISHED GRADE

CRUSHED ROCK

COMPACTED

6" DEPTH OF

COMPACTED SUBGRADE

COMPACTED FILL ON

GEOTEXTILE FABRIC

IMPROVEMENT

PROPOSED SURFACE

SEE CIVIL PLANS FOR

GEOTEXTILE FABRIC

COMPACTED SUBGRADE

COMPACTED FILL ON

AT 12" O.C. (TYPICAL)

NO. 4 L-BARS 2’-0" X 2’-0"

IMPROVEMENT

PROPOSED SURFACE

SEE CIVIL PLANS FOR

GEOTEXTILE FABRIC

COMPACTED SUBGRADE

COMPACTED FILL ON

MUST BE 3000 PSF MINIMUM

SOIL BEARING CAPACITY

(SEE NOTE 8)

ENTRANCE

CONDUIT

(SEE SECTION A)

STOOP

CONCRETE

TO SUPPORT

WING WALL

N

3"

SEE ORD-D-ALD09R-G027

STOOP (TYPICAL)

TO SUPPORT CONCRETE

6" THICK WING WALL

E D

M

IS

S

U E

D F

O R

NAVAIDS

IL

10/31/2019 1898272

ORD-D-ALS27L-C012

O

N S

T R

U C

T

IO

N

ENGINEERING SERVICES

ALS

CHICAGO O’HARE INTERNATIONAL AIRPORTCHICAGO

PROJECT ENGINEER MGR: ENGINEERING

o rd -d -a ls l-c .d g n

THIS DRAWING PRODUCED ON THE AGL REGION MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS CENTRAL SERVICE AREA

1.

1.

2.

3.

4.

10 PSFMECHANICAL ALLOWANCE:

30 PSF (COMPONENTS)WIND LOAD:

25 PSF (MWFRS)WIND LOAD:

30 PSFSNOW LOAD:

150 PSFFLOOR LIVE LOAD: fY = 60 KSI (EPOXY COATED)REINFORCEMENT:

f ’C = 3,000 PSI @ 28 DAYSCONCRETE:

5.

NOTES:

2.

3.

4.

5.

6.

7.

8.

DESIGN CRITERIA:

RUNWAY 27L ALSF-2 / 9R LOCALIZER

FOUNDATION PLAN AND SECTIONS

KE

RC

HOUSING.

FILL THE UNUSED PORTION OF CONDUIT PENETRATION AT THE LOAD BANK TO PREVENT RODENT

AROUND PERIMETER.

SECURE DOUBLE SILL PLATE TO FOUNDATION USING 1/2" X 18" J-BOLT ANCHORS 3’ OC MAX

DO NOT REMOVE INSULLATION BEHIND CONDUIT.

CONCRETE SURFACE.

PLACED AGAINST SOIL. ALL OTHER REINFORCEMENT SHALL BE A MINIMUM 1 1/2" CLEAR FROM

REINFORCEMENT SHALL BE A MINIMUM 3" CLEAR FROM CONCRETE SURFACE FOR CONCRETE

FINISH EXPOSED VERTICAL CONCRETE SURFACES WITH SELF LEVELING TOPING FOR EXTERNAL USE.

POLYETHYLENE VAPOR BARRIER.

INTERIOR FLOOR SLAB SHALL BE 6" THICK, REINFORCED WITH 6X6X6/6 WWF OVER A .006"

SEE SUBSTATION SITE PLAN FOR TOP OF FOUNDATION ELEVATION.

OR SHAPED PER OSHA REQUIREMENTS.

SPECIFICATIONS FOR EXCAVATION AND BACKFILL REQUIREMENTS. EXCAVATION SHALL BE SHORED

EXCAVATED MATERIAL AROUND FOUNDATION. REFER TO SECTION P-152 AND P-157 OF THE

AND PLACE CRUSHED ROCK ON THE INSIDE OF THE FOUNDATION WALLS. BACKFILL AND COMPACT

FORMWORK FROM FOUNDATION WALLS. AFTER FORMWORK IS REMOVED, INSTALL RIGID INSULATION

CONTRACTOR SHALL ALLOW CONCRETE TO CURE FOR AT LEAST 48 HOURS PRIOR TO REMOVING