W912QR22B0010_Plans-0001.pdf

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INDEX

DESIGN FILE SHEET NO. DESCRIPTION

ELECTRICAL

PA26_ES501.DWG

PA26_ES101.DWG

ES501

ES101

ELECTRICAL DETAILS

ELECTRICAL SITE PLAN - AREA 1

STRUCTURAL

PA26_S-003.DWG

PA26_S-002.DWG

PA26_S-001.DWG

S-003

S-002

S-001

BLAST DEFLECTOR ELEVATIONS AND FOUNDATION DETAILS

BLAST DEFLECTOR ELEVATIONS AND ANCHOR BOLT LAYOUT PLAN

STRUCTURAL NOTES

DESIGN FILE SHEET NO. DESCRIPTION

GENERAL

CIVIL

GC503

GC502

GC501

GC104

GC103

GC102

GC101B

GC101A

GC100

G-004

G-003

G-002

G-001

MISCELLANEOUS CONSTRUCTION DETAILS

TEMPORARY CONSTRUCTION FENCE DETAILS

LOW PROFILE BARRICADE, CLOSED TAXIWAY CROSS & ROPE AND BARREL FENCING DETAILS

CONSTRUCTION SAFETY AND PHASING PLAN SHEET 2 OF 2

CONSTRUCTION SAFETY AND PHASING PLAN SHEET 1 OF 2

PHASING PLAN - CAZ #2

PHASING PLAN - CAZ #1B

PHASING PLAN - CAZ #1A

OVERALL PHASING PLAN

BATCH PLANT & HAUL ROUTE LOCATION PLAN

PROJECT VICINITY MAP

INDEX OF DRAWINGS

COVER SHEET

PA26_CU501.DWG

PA26_CU204.DWG

PA26_CU203.DWG

PA26_CU202.DWG

PA26_CU201.DWG

PA26_CU102.DWG

PA26_CU101.DWG

PA26_CU100.DWG

PA26_CG502.DWG

PA26_CG501.DWG

PA26_CG403.DWG

PA26_CG402.DWG

PA26_CG401.DWG

PA26_CG103.DWG

PA26_CG102.DWG

PA26_CG101.DWG

PA26_CE501.DWG

PA26_CE101.DWG

PA26_CP503.DWG

PA26_CP502.DWG

PA26_CP501.DWG

PA26_CP403.DWG

PA26_CP402.DWG

PA26_CP401.DWG

PA26_CP201.DWG

PA26_CP103.DWG

PA26_CP102.DWG

PA26_CP101.DWG

PA26_CS503.DWG

PA26_CS502.DWG

PA26_CS501.DWG

PA26_CS103.DWG

PA26_CS102.DWG

PA26_CS101.DWG

PA26_CD201.DWG

PA26_CD103.DWG

PA26_CD102.DWG

PA26_CD101.DWG

CU501

CU204

CU203

CU202

CU201

CU102

CU101

CU100

CG502

CG501

CG403

CG402

CG401

CG103

CG102

CG101

CE501

CE101

CP503

CP502

CP501

CP403

CP402

CP401

CP201

CP103

CP102

CP101

CS503

CS502

CS501

CS103

CS102

CS101

CD201

CD103

CD102

CD101

PA26_GC503.DWG

PA26_GC502.DWG

PA26_GC501.DWG

PA26_GC104.DWG

PA26_GC103.DWG

PA26_GC102.DWG

PA26_GC101B.DWG

PA26_GC101A.DWG

PA26_GC100.DWG

PA26_G-004.DWG

PA26_G-003.DWG

PA26_G-002.DWG

PA26_G-001.DWG

WATER LINE DETAILS

WATER LINE PROFILE SHEET 4 OF 4

WATER LINE PROFILE SHEET 3 OF 4

WATER LINE PROFILE SHEET 2 OF 4

WATER LINE PROFILE SHEET 1 OF 4

UTILITY PLAN - AREA 2

UTILITY PLAN - AREA 1

OVERALL UTILITY PLAN

SUBDRAIN AND MISCELLANEOUS DRAINAGE DETAILS

AREA INLET DETAILS

SPOT ELEVATION PLAN - AREA 3

SPOT ELEVATION PLAN - AREA 2

SPOT ELEVATION PLAN - AREA 1

GRADING AND DRAINAGE PLAN - AREA 3

GRADING AND DRAINAGE PLAN - AREA 2

GRADING AND DRAINAGE PLAN - AREA 1

EROSION AND SEDIMENT CONTROL DETAILS

EROSION AND SEDIMENT CONTROL PLAN & NOTES

REINFORCEMENT DETAILS

JOINT SEALANT DETAILS

JOINT DETAILS

JOINT LAYOUT PLAN - AREA 3

JOINT LAYOUT PLAN - AREA 2

JOINT LAYOUT PLAN - AREA 1

PAVEMENT REPLACEMENT SECTIONS

PAVING PLAN - AREA 3

PAVING PLAN - AREA 2

PAVING PLAN - AREA 1

AIR FORCE TIE DOWN AND STATIC GROUND DETAILS

PAVEMENT MARKING DETAILS SHEET 2 OF 2

PAVEMENT MARKING DETAILS SHEET 1 OF 2

SITE PLAN - AREA 3

SITE PLAN - AREA 2

SITE PLAN - AREA 1

PAVEMENT REMOVAL SECTIONS

REMOVAL PLAN - AREA 3

REMOVAL PLAN - AREA 2

REMOVAL PLAN - AREA 1

EXISTING CONDITIONS

PA26_VF103.DWG

PA26_VF102.DWG

PA26_VF101.DWG

PA26_VF100.DWG

VF103

VF102

VF101

VF100

EXISTING CONDITIONS PLAN - AREA 3

EXISTING CONDITIONS PLAN - AREA 2

EXISTING CONDITIONS PLAN - AREA 1

TOPOGRAPHIC SURVEY INFORMATION PLAN

GEOTECHNICAL

PA26_B-302.DWG

PA26_B-301.DWG

PA26_B-101.DWG

B-302

B-301

B-101

SOIL BORING LOGS - SHEET 2 OF 2

SOIL BORING LOGS - SHEET 1 OF 2

BORING LOCATION PLAN

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EXISTING AIRFIELD GATE

HAUL ROUTE NOTE 4

EXISTING FENCE - SEE

POTENTIAL CONTRACTOR HAUL ROUTE

STAGING AREA NOTE 3

EXISTING FENCE - SEE

SEE HAUL ROUTE NOTE 3

EXISTING TURF

CENTERLINE ELEVATION

RELATIVE TO RUNWAY

HEIGHT CONTOURS

MAXIMUM EQUIPMENT

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STAGING AREA

CONTRACTOR

0 8

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NORTH

PLAN

A1

SCALE: 1" = 200' - 0"

PROJECT LOCATION PLAN

CONSTRUCTION CONDITION.

OF THE PROJECT AND THE BATCH PLANT AREA RETURNED TO ITS ORIGINAL PRE-

EQUIPMENT. ALL NEW IMPROVEMENTS SHALL BE REMOVED AT THE COMPLETION

MATERIALS TO PROVIDE A STABLE WORKING PLATFORM FOR CONSTRUCTION

LIMITED TO: GRADING, INSTALLING DRAINAGE SYSTEMS, IMPORTING AGGREGATE

PLANT AREA TO MEET HIS NEEDS. IMPROVEMENTS INCLUDE BUT ARE NOT

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IMPROVE THE BATCH

JACK-AND-BORE WATER LINE UNDER ANY EXISTING ROADS, AS REQUIRED.

UTILITY COMPANY THROUGH THE CONTRACTING OFFICER. CONTRACTOR SHALL

SHALL COORDINATE ACCESS TO FIRE HYDRANT WITH PITTSBURGH ARS AND THE

AND MEANS OF CONVEYING WATER TO THE BATCH PLANT SITE. CONTRACTOR

CIVIL ENGINEERING. THE CONTRACTOR SHALL PROVIDE HIS OWN CONNECTION

THE WATER CONSUMPTION AND REPORT THE WATER USAGE TO PITTSBURGH ARS

FLOW PREVENTER DOWNSTREAM OF THE EXISTING FIRE HYDRANT TO MEASURE

REQUIREMENTS, THE CONTRACTOR SHALL INSTALL A WATER METER AND BACK

THE LINE FOR USE AT THE BATCH PLANT SITE. IN ADDITION TO UTILITY OWNER

INFORMATION ON THE EXISTING WATER LINE AND TO REQUEST CONNECTING TO

THE CONTRACTOR SHALL CONTACT THE UTILITY OWNER DIRECTLY FOR

2. WATER MAY BE AVAILABLE FOR CONTRACTOR USE AT THE LOCATION SHOWN.

CONTRACTOR SHALL PROVIDE HIS OWN POWER SOURCE.

FOR THE BATCH PLANT AND OTHER FACILITIES. IF NOT AVAILABLE, THE

REQUIRED TO PROVIDE HIS OWN TRANSFORMER TO PROVIDE USABLE POWER

THE SIZE OF THE EXISTING TRANSFORMER. THE CONTRACTOR SHALL BE

CONTRACTOR SHALL CONTACT THE ELECTRIC UTILITY COMPANY TO DETERMINE

REIMBURSE THE UTILITY COMPANY DIRECTLY FOR ALL POWER CONSUMED. THE

IF POWER IS AVAILABLE, THE CONTRACTOR SHALL INSTALL A METER AND

1. POWER MAY BE AVAILABLE FOR CONTRACTOR USE AT THE LOCATION SHOWN.

BATCH PLANT LOCATION NOTES

REQUIREMENTS ON THE APRON.

13. SEE PHASING PLAN SHEETS FOR HAUL ROUTE LOCATION AND FENCING

OPERATE CONTINUOUSLY DURING CONTRACTOR HAULING OPERATIONS.

MANUFACTURED TO CLEAN AIRFIELD PAVEMENTS. THE VACUUM TRUCK SHALL

CONTAINED PAVEMENT VACUUMING TRUCK WHICH IS SPECIFICALLY

SWEPT AND VACUUMED CLEAN. THE CONTRACTOR SHALL PROVIDE A SELF-

THE CONTRACTOR'S CONSTRUCTION EQUIPMENT SHALL BE CONTINUOUSLY

CONTRACTOR'S VEHICLES. ALL ACTIVE AIRFIELD PAVEMENTS TRAFFICKED BY

CONTROL ON ALL AIRFIELD PAVEMENT THAT IS TRAVERSED BY THE

12. THE CONTRACTOR SHALL PERFORM DAILY FOD (FOREIGN OBJECT DEBRIS)

THE CONTRACTOR'S HEAVY EQUIPMENT.

AREA, HAUL ROUTE, AND CONSTRUCTION FREE ZONE ARE OFF LIMITS TO ALL OF

11. ALL AREAS ON PITTSBURGH ARB OTHER THAN THE CONTRACTOR'S STAGING

AND USACE TO THE USACE STATING THAT THE ROAD HAS BEEN ACCEPTED.

ROAD RELEASE SIGNED BY THE ENTITY IN CHARGE OF THE ROAD, CONTRACTOR

THAT MAY REQUIRE MAJOR REPAIRS. CONTRACTOR SHALL PROVIDE A HAUL

PRIOR TO FINAL HAUL ROAD INSPECTION FOR PURPOSE OF DISCUSSING AREAS

CONTRACTOR AND USACE. THE CONTRACTOR MAY SCHEDULE AN INSPECTION

AN INSPECTION SHALL TAKE PLACE WITH THE ENTITY IN CHARGE OF THE ROAD,

THE HAUL ROADS HAVE BEEN RESTORED TO ORIGINAL OR BETTER CONDITION,

WHILE WORKING ON THE PROJECT. UPON COMPLETION OF PROJECT AND AFTER

SUBMITTED TO THE USACE. THE CONTRACTOR SHALL MAINTAIN ALL ROADS

DETAILED REPORT AND EITHER VIDEO RECORDED OR PHOTOGRAPHED AND

AND USACE. INSPECTION WILL BE DOCUMENTED BY THE CONTRACTOR WITH

PRE-HAUL ROAD INSPECTION WITH ENTITY IN CHARGE OF ROAD, CONTRACTOR

10. ALL ROADS USED FOR HAULING, EITHER ON OR OFF BASE, SHALL REQUIRE A

PASSABLE AT ALL TIMES.

9. THE CONTRACTOR SHALL MAINTAIN THE HAUL ROUTE SO IT REMAINS

TO ENSURE SAFE OPERATIONS.

OTHER BASE PERSONNEL. COORDINATION WITH ALL USERS WILL BE REQUIRED

8. THE HAUL ROUTE WILL BE USED BY AIRPORT SECURITY PERSONNEL AND

COORDINATE ALL HAULING ACTIVITIES WITH ACAA AIRPORT OPERATIONS.

FLAGGERS WILL BE REQUIRED AT THE LOCATIONS SHOWN ON THIS SHEET.

7. THE HAUL ROUTE WILL IMPACT THE RUNWAY 28-L/10-R SAFETY AREA.

RUTS, AND SOFT YIELDING SPOTS.

ALL HAUL ROUTES BACK TO ORIGINAL CONDITION BY REPAIRING POTHOLES,

6. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL RESTORE

ORIGINAL PRE-CONSTRUCTION CONDITION.

REMOVED AT THE COMPLETION OF THE PROJECT AND RETURNED TO ITS

PASSAGE OF CONSTRUCTION EQUIPMENT. ALL NEW IMPROVEMENTS SHALL BE

WIDENING OF UNIMPROVED PORTIONS OF THE HAUL ROUTE TO ALLOW FOR SAFE

GRADING; INSTALLING CULVERTS, IMPORTING AGGREGATE MATERIALS FOR

ROUTE TO MEET HIS NEEDS. IMPROVEMENTS INCLUDE, BUT ARE NOT LIMITED TO:

5. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO IMPROVE THE HAUL

THE GATE SHALL BE REMOVED AND THE PERMANENT FENCE REINSTALLED.

NECESSARY FOR AIRPORT OPERATIONS. AT THE COMPLETION OF THE PROJECT,

AIRFIELD OPERATIONS SO THAT AIRFIELD PERSONNEL CAN UTILIZE THE GATE AS

UNLESS THE HAUL ROUTE IS IN USE BY THE CONTRACTOR. PROVIDE A KEY TO

UTILIZED FOR THEIR HAULING OPERATIONS. THE GATE SHALL REMAIN LOCKED

CONTRACTOR SHALL PROVIDED A GATE GUARD AT ALL TIMES THAT THE GATE IS

CONTRACTOR SHALL CONSTRUCT A TEMPORARY GATE AT THIS LOCATION. THE

ROAD ADJACENT TO THE AIRFIELD ACCESS GATE WILL BE UTILIZED. THE

4. IN ORDER TO FACILITATE CONSTRUCTION TRAFFIC MOVEMENTS, THE EXISTING

LOCATION.

SHALL CONSTRUCT A 30-FOOT WIDE HAUL ROAD, OF HIS OWN DESIGN, AT THIS

THE STAGING AREA AND THE EXISTING APRON) IS TURF. THE CONTRACTOR

3. APPROXIMATELY 500-FEET OF THE PROPOSED HAUL ROUTE SHOWN (BETWEEN

SITE.

CONCRETE AND OTHER CONSTRUCTION MATERIALS TO THE CONSTRUCTION

ROUTE TO ENSURE SAFE VEHICLE OPERATIONS AND TIMELY DELIVERY OF

2.THE CONTRACTOR SHALL DEVELOP A TRAFFIC CONTROL PLAN FOR THE HAUL

VEGETATION.

HAUL ROUTE, THIS WILL NOT BE POSSIBLE DUE TO EXISTING GRADES AND

ALLOW FOR TWO WAY CONSTRUCTION TRAFFIC. ALONG SOME AREAS OF THE

CONDITION. THE CONTRACTOR WILL NEED TO IMPROVE THE UNPAVED AREA TO

1. THE EXISTING HAUL ROUTE IS A ONE-LANE ASPHALT ROAD IN GOOD

HAUL ROUTE NOTES

LEGEND

POTENTIAL CONTRACTOR HAUL ROUTE

BATCH PLANT LOCATION

POTENTIAL CONCRETE

CONSTRUCTION AREA

400'0 200'

STAGING AREA LOCATION NOTES

AND THE PERMENANT FENCE REINSTALLED.

TEMPORARY GATE SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT

STAGING AREA. SEE SHEET GC502 FOR GATE LOCKING REQUIREMENTS. THE

3. THE CONTRACTOR SHALL INSTALL A TEMPORARY SWING GATE TO ACCESS THE

AREA.

LOCKING GATE AROUND THE ENTIRE PERIMETER OF THE CONTRACTOR STAGING

2. THE CONTRACTOR SHALL INSTALL A CHAIN LINK SECURITY FENCE WITH

CONSTRUCTION CONDITION.

PROJECT AND THE STAGING AREA RETURNED TO ITS ORIGINAL PRE-

ALL NEW IMPROVEMENTS SHALL BE REMOVED AT THE COMPLETION OF THE

TO PROVIDE A STABLE WORKING PLATFORM FOR CONSTRUCTION EQUIPMENT.

GRADING, INSTALLING DRAINAGE SYSTEMS, IMPORTING AGGREGATE MATERIALS

AREA TO MEET HIS NEEDS. IMPROVEMENTS INCLUDE BUT ARE NOT LIMITED TO:

1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IMPROVE THE STAGING

DURING HAULING OPERATIONS- SEE NOTE 7

FLAGGER REQUIRED AT THIS LOCATION

PLANT LOCATION NOTE 2

EXISTING FIRE HYDRANT - SEE BATCH

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AND REPLACED PRIOR TO COMPLETION

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FENCE

EXISTING SECURITY

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EXISTING SLIDING

MARKING

TAXILANE CENTERLINE

NEW TEMPORARY

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SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

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IN

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C E

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IF

IE

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III

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STAGING AREA

CONTRACTOR

C-

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R =

R = 9 0'

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DOUBLE

NORTH

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A1

SCALE: 1" = 100' - 0"

CAZ #1A PHASING PLAN

MANAGER AND THE CONTRACTING OFFICER.

FIRE DEPARTMENT ACCESS. COORDINATE THE LOCATION WITH THE AIRFIELD

11. CONTRACTOR SHALL PROVIDE AMINIMUM 12' WIDE GAP IN THE FENCING FOR

CONTRACTING OFFICER.

COORDINATE BARRICADE LOCATIONS WITH THE AIRFIELD MANAGER, THROUGH THE

WORK TO PREVENT AIRCRAFT OR PERSONNEL FROM ENTERING THE REPAIR AREA.

PROFILE BARRICADES AROUND THE WORK ZONE AT ALL TIME DURING THE REPAIR

THROUGH THE CONTRACTING OFFICER. THE CONTRACTOR SHALL INSTALL LOW

OPERATIONS. COORDINATE THE WORK TIMELINE WITH AIRFIELD OPERATIONS,

SHALL BE COMPLETELY REPAIRED WITHIN 10 DAYS OF BEGINNING REMOVAL

10. THE CONCRETE REPAIR AREAS OUTSIDE OF THE CONTRACTOR FREE ZONE

OPERATIONS AND THE CONTRACTING OFFICER.

WEEKEND SHALL BE COORDINATED WITH THE AIRFIELD MANAGER, AIRFIELD

NON-FLYING WEEKEND BETWEEN 1700 FRIDAY AND 0600 ON MONDAY. THE

9. THE ASPHALT REPAIR AREAS SHALL BE REMOVED AND REPLACED OVER ONE

CONSTRUCTION ACTIVITIES WITHIN CAZ #1A.

8. FOUR AIRCRAFT PARKING POSITIONS WILL BE AVAILABLE FOR USE DURING

CROSS DETAILS AND ROPE & BARREL FENCING DETAILS.

7. SEE SHEET GC501 FOR LOW PROFILE BARRICADE DETAILS, CLOSED TAXIWAY

6. SEE SHEET GC502 FOR SECURITY FENCING DETAILS.

OBJECT FREE AREA (TOFA).

5. THE CONTRACTORS HAUL ROUTE SHALL BE OUTSIDE OF THE TAXIWAY ECHO

OFFICER.

SECURITY FORCES AND THE AIRFIELD MANAGER, THROUGH THE CONTRACTING

AIRCRAFT. COORDINATE LOCATIONS OF ANY REQUIRED ACCESS GATES WITH

PARKING POSITION CENTERLINE TO PROVIDE 50' WINGTIP CLEARANCE TO A PARKED

CAPABILITY, THE BARRIERS SHALL BE A MINIMUM OF 135' FROM THE ADJACENT

THROUGH THE CONTRACTING OFFICER. IN ORDER TO MAINTAIN FULL OPERATIONAL

TO BE COORDINATE WITH SECURITY FORCES AND THE AIRFIELD MANAGER

BEGINNING ANY WORK WITHIN CAZ #1A. EXACT LOCATION OF SECURITY FENCING

4. BARRIER MOUNTED SECURITY FENCING SHALL BE INSTALLED PRIOR TO

NEW SUBDRAIN SYSTEM AND REMARKING THE EXISTING APRON.

CONSTRUCTING NEW ASPHALT AND CONCRETE PAVEMENT SECTIONS; INSTALLING A

STORM DRAIN PIPING AND AREA INLETS; REMOVING EXISTING SUBDRAIN PIPING;

EXISTING CONCRETE AND ASPHALT PAVEMENT SECTIONS; REMOVING EXISTING

3. WORK WITHIN CAZ #1A INCLUDES BUT IS NOT LIMITED TO: REMOVING THE

NOTES.

2. SEE SHEETS GC103 AND GC104 FOR CONSTRUCTION SAFETY AND PHASING PLAN

1. SEE SHEET G-004 FOR PROPOSED BATCH PLANT AND HAUL ROUTE INFORMATION.

CONSTRUCTION AREA ZONECAZ

POTENTIAL CONTRACTOR HAUL ROUTE

400'0 200'

GENERAL SHEET NOTES

LEGEND

SHEET KEYNOTES

NOTES 9 & 10.

4. ASPHALT AND CONCRETE REPAIR AREAS TO BE INLCUDED IN PHASE 1A - SEE

3. ROPE & BARREL FENCING - SEE NOTE 7

2. LOW PROFILE BARRICADES - SEE NOTE 7

1. BARRIER MOUNTED SECURITY FENCING - SEE NOTES 4 & 6

CAZ #1A

PHASE 1A APRON REPAIR AREA

PHASE 1A ASPHALT REPAIR AREA

DURING CONTRACTOR HAULING OPERATIONS

FLAGGER REQUIRED AT THIS LOCATION

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

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S I Z

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M A

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IP

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SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

C E

R T

IF

IE

D F

IN

A

L S

E T

C-

A Gl ob em as te r

III

C

A

G lo b e m a s te r

III

C-

A Gl ob em as te r

III

C

A

G lo b e m a s te r

III

C-

A Gl ob em as te r

III

C

A

G lo b e m a s te r

III

STAGING AREA

CONTRACTOR

GATE

DOUBLE

NORTH

PLAN

A1

SCALE: 1" = 100' - 0"

CAZ #2 PHASING PLAN

AIRFIELD MANAGER AND THE CONTRACTING OFFICER.

MATCH THE ORIGINAL FENCE LOCATION AND CONDITION. COORDINATE WITH THE

AT THE COMPLETION OF WORK WITHIN CAZ #2, REINSTALL THE SECURITY FENCE TO

OPERATION AND MAINTENENCE ACTIVITIES DUIRNG CONSTRUCTION WITHIN CAZ #2.

12. REMOVE AS MUCH OF THE EXISTING FENCE AS REQUIRED TO FACILITATE

MANAGER AND THE CONTRACTING OFFICER.

FIRE DEPARTMENT ACCESS. COORDINATE THE LOCATION WITH THE AIRFIELD

11. CONTRACTOR SHALL PROVIDE A MINIMUM 12' WIDE GAP IN THE FENCING FOR

10. SEE VOLUME 2 FOR CAZ #2 REQUIREMENTS.

CONSTRUCTION ACTIVITIES WITHIN CAZ #2.

9. THREE AIRCRAFT PARKING POSITIONS WILL BE AVAILABLE FOR USE DURING

ACCESS ROAD, TOPSOIL (4-INCHES) AND SEED THE DISTURBED AREA.

1557. AFTER COMPLETION OF ALL WORK WITHIN CAZ #2, REMOVE THE TEMPORARY

ABC / 12" COMPACTED SUBGRADE. COMPACT THE SUBGRADE TO 95% OF ASTM D

8. NEW TEMPORARY ACC ACCESS ROAD PAVEMENT SECTION SHALL BE 3" ACC / 12"

CROSS DETAILS AND ROPE & BARREL FENCING DETAILS.

7. SEE SHEET GC501 FOR LOW PROFILE BARRICADE DETAILS, CLOSED TAXIWAY

NON-BARRIER MOUNTED SECURITY FENCING.

6. SEE SHEET GC502 FOR BARRIER MOUNTED SECURITY FENCING DETAILS AND

OBJECT FREE AREA (TOFA).

5. THE CONTRACTORS HAUL ROUTE SHALL BE OUTSIDE OF THE TAXIWAY ECHO

CONTRACTING OFFICER.

GATES WITH SECURITY FORCES AND THE AIRFIELD MANAGER, THROUGH THE

THE CONTRACTING OFFICER. COORDINATE LOCATIONS OF ANY REQUIRED ACCESS

BE COORDINATE WITH SECURITY FORCES AND THE AIRFIELD MANAGER THROUGH

BEGINNING ANY WORK WITHIN CAZ #2. EXACT LOCATION OF SECURITY FENCING TO

4. BARRIER MOUNTED SECURITY FENCING SHALL BE INSTALLED PRIOR TO

SYSTEM AND REMARKING THE EXISTING APRON.

NEW ASPHALT AND CONCRETE PAVEMENT SECTIONS; INSTALLING A NEW SUBDRAIN

PIPING AND AREA INLETS; REMOVING EXISTING SUBDRAIN PIPING; CONSTRUCTING

CONCRETE AND ASPHALT PAVEMENT SECTIONS; REMOVING EXISTING STORM DRAIN

3. WORK WITHIN CAZ #2 INCLUDES BUT IS NOT LIMITED TO: REMOVING THE EXISTING

NOTES.

2. SEE SHEETS GC103 AND GC104 FOR CONSTRUCTION SAFETY AND PHASING PLAN

1. SEE SHEET G-004 FOR PROPOSED BATCH PLANT AND HAUL ROUTE INFORMATION.

CONSTRUCTION AREA ZONECAZ

CONTRACTOR HAUL ROUTE

400'0 200'

GENERAL SHEET NOTES

LEGEND

SHEET KEYNOTES

3. ROPE AND BARREL FENCING - SEE NOTE 7.

2. TEMPORARY SECURITY FENCING - SEE NOTES 4 & 6

1. BARRIER MOUNTED SECURITY FENCING - SEE NOTES 4 & 6

CAZ #2

PHASE 2 APRON REPAIR AREA

PHASE 2 ASPHALT REPAIR AREA

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