3_-_Attch_3_-_Appendix_B_East_Apron_Drawings.pdf

DRAWING INDEX

SHEET NO. FILE NUMBER TITLE

GENERAL

G001 COVER / DRAWING INDEX

GC101 TYM131002BGC101 CONSTRUCTION PHASING OVERVIEW

GC102 TYM131002BGC102 CONSTRUCTION PHASING PLAN-PHASE I

GC103 TYM131002BGC103 CONSTRUCTION PHASING PLAN-PHASE II

SURVEY

V-001 TYM131002BV-001 EXISTING CONDITIONS GENERAL NOTES AND SHEET INDEX MAP

V-101 TYM131002BV-101 EXISTING CONDITIONS PLAN LAYOUT 1

V-102 TYM131002BV-102 EXISTING CONDITIONS PLAN LAYOUT 2

V-103 TYM131002BV-103 EXISTING CONDITIONS PLAN LAYOUT 3

V-104 TYM131002BV-104 EXISTING CONDITIONS PLAN LAYOUT 4

GEOTECHNICAL

B-201 BORING LOGS

CIVIL

C-001 TYM131002BC-001 GENERAL NOTES

CD001 TYM131002BCD001

DEMOLITION GENERAL NOTES, SHEET INDEX MAP, AND DETAILS

CD101 TYM131002BCD101 DEMOLITION PLAN LAYOUT 1

CD102 TYM131002BCD102 DEMOLITION PLAN LAYOUT 2

CD103 TYM131002BCD103 DEMOLITION PLAN LAYOUT 3

CD104 TYM131002BCD104 DEMOLITION PLAN LAYOUT 4

CS001 TYM131002BCS001 CIVIL SITE LAYOUT GENERAL NOTES AND SHEET INDEX MAP

CS101 TYM131002BCS101 CIVIL SITE LAYOUT PLAN LAYOUT 1

CS102 TYM131002BCS102 CIVIL SITE LAYOUT PLAN LAYOUT 2

CS103 TYM131002BCS103 CIVIL SITE LAYOUT PLAN LAYOUT 3

CS104 TYM131002BCS104 CIVIL SITE LAYOUT PLAN LAYOUT 4

CS501 TYM131002BCS501 CIVIL SITE LAYOUT DETAILS

CP001 TYM131002BCP001 PAVING GENERAL NOTES AND SHEET INDEX MAP

CP401 TYM131002BCP401 JOINT LAYOUT PLAN LAYOUT 1

CP402 TYM131002BCP402 JOINT LAYOUT PLAN LAYOUT 2

CP403 TYM131002BCP403 JOINT LAYOUT PLAN LAYOUT 3

CP404 TYM131002BCP404 JOINT LAYOUT PLAN LAYOUT 4

CP451 TYM131002BCP451 PAVEMENT ELEVATIONS PLAN LAYOUT 1

CP452 TYM131002BCP452 PAVEMENT ELEVATIONS PLAN LAYOUT 2

CP453 TYM131002BCP453 PAVEMENT ELEVATIONS PLAN LAYOUT 3

CP454 TYM131002BCP454 PAVEMENT ELEVATIONS PLAN LAYOUT 4

CP501 TYM131002BCP501 TYPICAL PAVEMENT SECTION

CP502 TYM131002BCP502 PAVEMENT JOINT DETAILS - SHEET 1

CP503 TYM131002BCP503 PAVEMENT JOINT DETAILS - SHEET 2

CG-510 HAUL ROUTE

JOINT BASE SAN ANTONIO

TYMX131002BPROJECT NO:

100% SUBMITTAL

REPAIR/REPLACE SLABS

EAST APRON PH II

CONTRACT NO: FA8903-08-D-8781 Task Order 0205

PROJECT LOCATION

PROJECT LOCATION

San

FA3016-16-R-0022 ATTACHMENT 3

SCALE:

CONSTRUCTION PHASING

OVERVIEW

1"=100'

NEW PCC PAVEMENT

CONTRACTOR LAYDOWN AREA

RUNWAY 14L / 32R

T A

X I W

A Y

T A

X I W

SCALE:

CONSTRUCTION PHASING PLAN

PHASE I

1"=100'

NEW PCC PAVEMENT

BARRICADE

CONSTRUCTION AREA

CONTRACTOR

LAYDOWN AREA

AIRCRAFT

MOVEMENTS

HAUL ROUTE

RUNWAY 14L / 32R

A

X I W

T A

X I W

SCALE:

CONSTRUCTION PHASING PLAN

PHASE II

1"=100'

NEW PCC PAVEMENT

BARRICADE

CONSTRUCTION AREA

CONTRACTOR

LAYDOWN AREA

AIRCRAFT

MOVEMENTS

EXISTING CONDITIONS GENERAL NOTES

1. EXISTING CONDITIONS AND TOPOGRAPHIC INFORMATION SHOWN HAS

BEEN TAKEN FROM A SURVEY PREPARED BY BAIN MEDINA BAIN, INC

DATED 01-05-2015.

2. CONTRACTOR SHALL VERIFY ALL COORDINATES AND DIMENSIONAL

INFORMATION PRIOR TO CONSTRUCTION. BRING ANY DIFFERING

CONDITIONS WITH LAYOUT TO ATTENTION OF CONTRACTING OFFICER

PRIOR TO STARTING CONSTRUCTION.

3. THE LOCATION OF EXISTING UTILITIES AND SUNSHADES HAVE BEEN

OBTAINED FROM AVAILABLE SURVEYS AND RECORDS. THEREFORE,

LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. DEPTHS OF

MANY UTILITIES ARE UNKNOWN. THE VERIFICATION OF THE LOCATION OF

ALL UTILITIES AND STRUCTURES EITHER SHOWN OR NOT SHOWN ON

THESE PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

FIELD VERIFY LOCATION WITHOUT ADDITONAL COST TO THE

GOVERNMENT. IF ANY DIFFERING CONDITONS EXIST, THE CONTRACTOR

SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY AND TAKE

APPROPRIATE MEASURES TO PROTECT THE UTILITY AND ENSURE

CONTINUED SERVICE. DAMAGED CAUSED TO EXISTING UTILITIES SHALL

BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE

GOVERNMENT. THE CONTRACTOR SHALL VERIFY THE CONNECTION

POINTS OF NEW UTILITIES TO EXISTING UTILITIES PRIOR TO BEGINNING

CONSTRUCTION.

V-101 V-104

M

T C

H L

I N

E

S

E

S

H E

V

B E

G I N

N I N

G

O

F

P

R O

J E

C T

KEYMAP

EXISTING TAXIWAY A

CENTERLINE

EXISTING TAXILANE A

EDGE MARKING

EXISTING CONCRETE

PAVEMENT JOINT (TYP.)

EXISTING EAST APRON PAVEMENT

EXISTING TAXIWAY A

SCALE:

EXISTING CONDITONS PLAN

EAST APRON

1"=20'

ONE FOOT EXISTING CONTOURS

728.00

EXISTING CONCRETE PAVEMENT

JOINT PATTERN

NOTE:

1. REFER TO SHEET V-001 FOR EXISTING CONDITIONS

GENERAL NOTES AND SHEET INDEX MAP.

ONE TENTH FOOT EXISTING CONTOURS

728.10

EXISTING TAXILANE B

EDGE MARKING

EXISTING TAXILANE B

EDGE MARKING

EXISTING SE APRON EDGE OF

PAVEMENT

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXIWAY A

CENTERLINE

EXISTING

TAXIWAY B

SOIL BORING

KEYMAP

EXISTING CONDITONS PLAN

EAST APRON

1"=20'

M A

T C

H L

I N

E

S

E

M A

T C

H L

I N

E

S

E

EXISTING CONCRETE

PAVEMENT JOINT (TYP.)

ONE FOOT EXISTING CONTOURS

728.00

EXISTING CONCRETE PAVEMENT

JOINT PATTERN

NOTE:

1. REFER TO SHEET V-001 FOR EXISTING CONDITIONS

GENERAL NOTES AND SHEET INDEX MAP.

ONE TENTH FOOT EXISTING CONTOURS

728.10

EXISTING TAXIWAY A

CENTERLINE

EXISTING TAXILANE A

EDGE MARKING

EXISTING EAST APRON PAVEMENT

EXISTING TAXIWAY A

EXISTING TAXILANE A

EDGE MARKING

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXIWAY A

CENTERLINE

EXISTING TAXIWAY

CENTERLINE

EXISTING TAXIWAY

CENTERLINE

M

T C

H L I N

E

S

E

M A

T C

H L I N

E

S

E

KEYMAP

SCALE:

EXISTING CONDITONS PLAN

EAST APRON

1"=20'

ONE FOOT EXISTING CONTOURS

728.00

EXISTING CONCRETE PAVEMENT

JOINT PATTERN

NOTE:

1. REFER TO SHEET V-001 FOR EXISTING CONDITIONS

GENERAL NOTES AND SHEET INDEX MAP.

ONE TENTH FOOT EXISTING CONTOURS

728.10

EXISTING CONCRETE

PAVEMENT JOINT (TYP.)

EXISTING TAXIWAY A

CENTERLINE

EXISTING TAXILANE A

EDGE MARKING

EXISTING EAST APRON PAVEMENT

EXISTING TAXIWAY A

EXISTING TAXILANE A

EDGE MARKING

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXIWAY A

CENTERLINE

EXISTING TAXIWAY

CENTERLINE

EXISTING TAXIWAY

CENTERLINE

EXISTING

TAXIWAY A3

EXISTING TAXIWAY

CENTERLINE

EXISTING

SUNSHADE

KEYMAP

EXISTING CONDITONS PLAN

EAST APRON

1"=20'

M A

T C

H L

I N

E

S

E

E N

D

O

F

P

R O

J E

C T

ONE FOOT EXISTING CONTOURS

728.00

EXISTING CONCRETE PAVEMENT

JOINT PATTERN

NOTE:

1. REFER TO SHEET V-001 FOR EXISTING CONDITIONS

GENERAL NOTES AND SHEET INDEX MAP.

ONE TENTH FOOT EXISTING CONTOURS

728.10

EXISTING CONCRETE

PAVEMENT JOINT (TYP.)

EXISTING TAXIWAY A

CENTERLINE

EXISTING TAXILANE A

EDGE MARKING

EXISTING EAST APRON PAVEMENT

EXISTING TAXIWAY A

EXISTING TAXILANE A

EDGE MARKING

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXIWAY A

CENTERLINE

EXISTING TAXIWAY

CENTERLINE

EXISTING TAXIWAY

CENTERLINE

EXISTING

TAXIWAY A3

EXISTING

SUNSHADE

EXISTING

SUNSHADE

EXISTING

SUNSHADE

NOTE:

SEE SURVEY SHEETS FOR BORING LOCATIONS.

GENERAL NOTES: GENERAL NOTES (CONTINUED):

SHEET WHERE DETAIL

IS DRAWN

DETAIL INDICATOR

CIVIL ABBREVIATION LIST

1. EROSION AND SEDIMENT CONTROL SHALL BE THE RESPONSIBILITY OF

THE CONTRACTOR. THE CONTRACTOR SHALL DEVELOP A SITE SPECIFIC

BEST MANAGEMENT PRACTICES (BMP) PLAN DESIGNED FOR THE

SPECIFIC METHOD(S) OF CONSTRUCTION PREFERRED BY THE

CONTRACTOR FOR EACH PHASE OF CONSTRUCTION. THE

CONTRACTOR'S BMP PLAN (SWPPP) SHALL MEET THE REQUIREMENTS OF

THE EPA, TEXAS COMMISSION OF ENVIRONMENTAL QUALITY (TCEQ), AND

PROJECT SPECIFICATIONS. THE CONTRACTOR'S BMP PLAN SHALL BE

DESIGNED TO MINIMIZE EROSION OF THE EXISTING SITE, ANY NEWLY

GRADED AREAS OF THE SITE, AND SHALL NOT ALLOW ANY SEDIMENT

FROM EXITING THE PROJECT SITE.

2. ALL BMP'S SHALL BE APPROVED BY THE RANDOLPH AFB

ENVIRONMENTAL OFFICE PRIOR TO IMPLEMENTATION AND INSTALLED

PER TEXAS DEPARTMENT OF ENVIRONMENTAL QUALITY (TDEQ)

REQUIREMENTS.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER APPLICATION

OF ALL BMP'S. THE CONTRACTOR MAY IMPLEMENT BMPS NOT LIMITED TO

THE BMPS PRESENTED AS NECESSARY TO INSURE COMPLIANCE WlTH

THE REQUIRED "GENERAL PERMIT(S) FOR CONSTRUCTION ACTIVITIES."

4. THE CONTRACTOR IS REQUIRED TO IMPLEMENT ANY ADDITIONAL BMP'S

REQUIRED OR AS DIRECTED BY THE CONTRACTING OFFICER.

5. THE CONTRACTOR SHALL FILE THE REQUIRED NOTICE OF INTENT (NOI) IN

ACCORDANCE WITH THE TEXAS POLLUTION DISCHARGE ELIMINATION

SYSTEM (TPDES) PERMIT APPLICATION PRIOR TO COMMENCEMENT OF

ANY CONSTRUCTION ACTIVITY AT RANDOLPH AFB. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO APPLY FOR THE TPDES COVERAGE.

6. THE CONTRACTOR IS RESPONSIBLE FOR SEDIMENT CONTROL AT ANY

OFF-SITE BORROW PITS AND DISPOSAL AREAS USED FOR THIS PROJECT

UNLESS DIRECTED OTHERWISE BY CONTRACTING OFFICER.

7. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN

SHALL BE MAINTAINED ON SITE AT ALL TIMES.

8. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT

CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING

ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION

IS ACHIEVED.

9. DURING ANY DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO

AN APPROVED FILTERING DEVICE LOCATED IN A WELL VEGETATED AREA.

10.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES

WEEKLY AND AFTER EACH RUNOFF-PRODUCING RAINFALL EVENT. ANY

NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS

OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.

11.THE CONTRACTOR SHALL ENSURE THAT ALL PCC PAVEMENT REMAIN

FREE OF SEDIMENTATION THROUGHOUT CONSTRUCTION.

12.THE COST OF PREPARING THE EROSION CONTROL PLAN, PERMITTING,

INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL EROSION CONTROL

MEASURES SHALL NOT BE MEASURED FOR PAYMENT AND SHALL BE

CONSIDERED INCIDENTAL TO THE PROJECT.

CONTRACTOR TO PROTECT ALL AIRFIELD

LIGHTING, INCLUDING IN-PAVEMENT LIGHTING,

AND NAVAID EQUIPMENT THROUGHOUT

CONSTRUCTION. ANY DAMAGE TO LIGHTING

OR NAVAID EQUIPMENT NOT MARKED FOR

REPAIR SHALL BE REPAIRED IMMEDIATELY AT

THE CONTRACTOR'S EXPENSE.

DETAIL NUMBER

AFB AIR FORCE BASE

BLDG BUILDING

BMP BEST MANAGEMENT PRACTICE

CONC CONCRETE

DIA DIAMETER

FAC FACILITY

FOD FOREIGN OBJECT DEBRIS

FT FEET

ID IDENTIFICATION

KSI KIPS PER SQUARE INCH

NOTAMS NOTICE TO AIRMEN

NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

PCC PORTLAND CEMENT CONCRETE

PCI PAVEMENT CONDITION INDEX

POV PRIVATELY OWNED VEHICLE

SWPPP STORMWATER POLLUTION PREVENTION PLAN

TYP TYPICAL

UFC UNIFIED FACILITIES CRITERIA

1. THE AIRFIELD WILL REMAIN OPERATIONAL DURING THE LIFE OF THE

CONTRACT. COORDINATE ALL WORK WITH AIRFIELD MANAGER AND

OPERATIONS PERSONNEL IN ORDER TO MINIMIZE THE IMPACT OF THIS

PROJECT ON STATION OPERATIONS. ALL CONSTRUCTION PHASING SHALL

BE COORDINATED WITH CONTRACTING OFFICER (CO), 502 CES, AND

AIRFIELD MANAGER (AFM).

2. MAINTAIN, BY SWEEPING, VACUUMING, AND/OR OTHER APPROVED MEANS,

ACTIVE AIRFIELD PAVEMENT (RUNWAYS, TAXIWAYS, AND PARKING

APRONS BEING UTILIZED BY AIRCRAFT), FREE OF CONSTRUCTION

MATERIALS, DIRT, ROCKS OR OTHER DEBRIS AT ALL TIMES DURING THE

LIFE OF THIS PROJECT. ALL TRUCKS MUST BE COVERED WHEN HAULING TO

MINIMIZE HAZARD FROM FALLING OBJECTS.

3. MAINTAIN A VACUUM TRUCK ON SITE DURING CONSTRUCTION AT ALL

TIMES.

4. CONTRACTOR'S ACCESS TO THE AIRFIELD SHALL BE RESTRICTED TO

THOSE AREAS WHERE WORK IS ON-GOING.

5. AREAS DISTURBED BY CONTRACTOR, WHICH ARE NOT PART OF THE

PROJECT, SHALL BE RETURNED TO THEIR ORIGINAL CONDITIONS AT

COMPLETION OF THE PROJECT AT NO ADDITIONAL COST TO THE

GOVERNMENT.

6. EQUIPMENT LAYDOWN AREAS AND HAUL ROUTES SHALL BE COORDINATED

WITH AND APPROVED BY THE CONTRACTING OFFICER AND AIRFIELD

MANAGER PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY

FENCING AND SECURING THE EQUIPMENT LAYDOWN AREAS. TEMPORARY

FENCING IS DEFINED AS 6' TALL LOCKABLE CHAIN LINK FENCE. AT THE

COMPLETION OF THIS PROJECT, THE AREAS UTILIZED BY THE

CONTRACTOR FOR LAYDOWN AND FOR CONSTRUCTION HAUL ROUTES

SHALL BE RETURNED TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL

COST TO THE GOVERNMENT.

7. THE CONTRACTOR SHALL TAKE ADEQUATE PROTECTIVE MEASURES TO

ENSURE THAT EXISTING PAVEMENT SURFACES ARE NOT DAMAGED FROM

TRACK MARKS OR ANY OTHER POSSIBLE SOURCE WHEN EQUIPMENT IS

BEING MOVED DURING AND AFTER WORK IS BEING CONDUCTED.

PAVEMENT THAT IS DAMAGED DUE TO CONTRACTOR'S OPERATIONS

INCLUDING UNDERMINING SHALL BE REPLACED AT THE CONTRACTOR'S

EXPENSE.

8. ANY MARKINGS DISTURBED, REMOVED OR DEFACED DURING

CONSTRUCTION SHALL BE REPLACED; WHITE REFLECTIVE MARKINGS FOR

RUNWAYS, YELLOW REFLECTIVE MARKINGS ON TAXIWAYS AND RED

WARNING STRIPES FOR AUTHORIZED SPOTS/ PARKING BLOCKS OR

REPLACE IN THE COLOR OF THE DISTURBED MARKING.

9. THE CONTRACTOR SHALL REMOVE DEBRIS/TRASH FROM THE STATION

PROMPTLY AND DISPOSE OF AT AN OFF-STATION DUMP SITE IN

ACCORDANCE WITH FEDERAL, STATE, AND LOCAL AGENCIES LAWS AND

REGULATIONS.

10. ALL MATERIALS AND EQUIPMENT REMOVED AND NOT REUSED SHALL

BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED

FROM GOVERNMENT PROPERTY.

11. LOCATION OF EXISTING UTILITIES ARE SHOWN APPROXIMATELY. USE

CAUTION WHEN EXCAVATING NEAR UTILITIES TO PREVENT DAMAGE. FIELD

VERIFY, CONTACT PUBLIC WORKS AND SCAN FOR THE LOCATION OF

EXISTING UTILITIES PRIOR TO ANY EXCAVATIONS.

12. THE CONTRACTOR SHALL COMPLETE THE DIG PERMIT FROM PUBLIC

WORKS AS REQUIRED AT LEAST 15 DAYS PRIOR TO EXCAVATIONS.

13. UTILITY OUTAGES REQUIRE A 15 DAY NOTIFICATION PRIOR TO THE OUTAGE.

14. FINISH GRADING SHALL PROVIDE POSITIVE DRAINAGE TOWARDS EXISTING

DRAINAGE FEATURES. GRADING SHALL NOT RESULT IN LOW SPOTS THAT

HOLD WATER.

15. ALL DIMENSIONS AND ELEVATIONS ARE IN FEET UNLESS OTHERWISE

INDICATED.

16. ANY DIFFERING CONDITIONS BETWEEN THESE DRAWINGS AND THE ACTUAL

FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER BEFORE COMMENCING WORK.

17. AIRCRAFT OPERATIONS SHALL HAVE THE RIGHT OF WAY AT ALL TIMES.

18. A 4-HOUR AIRFIELD VEHICLE OPERATORS TRAINING COURSE IS REQUIRED

FOR ANYONE DRIVING ON THE AIRFIELD. THIS CLASS WILL ALSO COVER

PROPER AIRFIELD/ TOWER COMMUNICATIONS. THE AIRFIELD MANAGER IS

THE POINT OF CONTACT FOR THIS CLASS.

19. APPROPRIATE NOTICE TO AIRMEN (NOTAMS) WILL BE ISSUED BY THE

AIRFIELD MANAGER FOR ALL RUNWAY, TAXIWAY AND APRON CLOSURES.

20. ALL DESIGNATED SAFETY REQUIREMENTS SHALL BE IN PLACE PRIOR TO

STARTING WORK.

21. CONSTRUCTION VEHICLES AND EQUIPMENT SHALL HAVE AUTOMATIC

SIGNALING DEVICES TO SOUND AN ALARM WHEN MOVING IN REVERSE.

22. OPEN TRENCHES, EXCAVATIONS, AND STOCKPILED MATERIALS AT THE

CONSTRUCTION SITE(S) SHALL BE PROMINENTLY MARKED WITH ORANGE

23. FLAGS AND LIGHTED WITH FLASHING YELLOW LlGHT UNITS DURING HOURS

OF RESTRICTED VISlBlLITY AND/OR DARKNESS. STOCKPILED MATERIALS

WILL BE CONSTRAINED IN A MANNER TO PREVENT DISLOCATION THAT MAY

RESULT FROM AIRCRAFT JET BLAST OR WIND. MATERIAL SHOULD NOT BE

STORED NEAR AIRCRAFT OPERATING AREAS OR PAVEMENT AREAS.

24. MAKE NOTIFICATIONS WITH TEXAS ONE CALL AND THE BASE PRIOR TO

DIGGING/ EXCAVATIONS BY DIALING 811.

25. THE CONTRACTOR SHALL HAVE A PERSON ON CALL 24 HOURS A DAY FOR

EMERGENCY MAINTENANCE OF AIRPORT HAZARD LIGHTING AND

BARRICADES. MARK CONSTRUCTION WITH BARRICADES AROUND

PERIMETER AS APPROVED BY AIRFIELD MANAGER.

26. ALL VEHICLES SHALL DISPLAY THE AIRFIELD PASSES AT ALL TIMES

27. ACCESS TO THE PROJECT FOR ALL CONTRACTOR PERSONNEL, VEHICLES

AND EQUIPMENT IS ILLUSTRATED ON SHEET GC-110. ACCESS ROUTES MAY

BE SUBJECT TO CHANGE BASED ON OPERATIONAL REQUIREMENTS ON

BASE OR ON THE AIRFIELD. POTENTIAL SCHEDULE IMPACTS SHALL BE

COORDINATED WITH THE CONTRACTING OFFICER.

28. LOCATION OF CONTRACTOR'S STAGING AREA SHALL BE WITHIN THE

PROJECT WORK AREA AS SHOWN ON SHEET GC-110. WHEN NOT ENGAGED

IN CONSTRUCTION ACTIVITY THE CONTRACTOR'S CONSTRUCTION

EQUIPMENT AND VEHICLES SHALL BE PARKED IN THE CONTRACTOR'S

STAGING AREA.

29. ALL HAUL ROADS SHALL BE MAINTAINED SUCH THAT UNOBSTRUCTED

ACCESS WILL BE PROVIDED AT ALL TIMES FROM THE ROAD TO THE

STAGING AREA AND FROM THE STAGING AREA TO THE WORK SITE AND

FACILITATE GOVERNMENT ACCESS TO THE BASE AT ALL TIMES.

30. COORDINATE ACTIVITIES THROUGHOUT THE PROJECT IN A MANNER THAT

ALLOWS EMERGENCY ACCESS TO ALL EXISTING ROADWAYS AT ALL TIMES

WITHOUT DELAYS TO EMERGENCY VEHICLE'S RESPONSE TIME.

31. MAINTAIN THE ACCESS ROUTE TO BE FREE FROM DEBRIS AT ALL TIMES

CAUSED FROM CONSTRUCTION ACTIVITY ON A DAILY BASIS.

32. STAGING AREA AND ANY OTHER AREAS DlSTURBED BY THE CONTRACTOR

DURING CONSTRUCTION SHALL BE RESTORED TO ORIGINAL OR BETTER

CONDITION OF EXISTING SITE, SUBJECT TO THE APPROVAL OF THE

CONTRACTING OFFICER.

33. COORDINATE WITH CONTRACTING OFFICER ANY GOVERNMENT-OWNED

EQUIPMENT REQUIRING RELOCATION TO COMPLETE WORK.

34. AIRFIELD DRIVER AND CONTROLLED ACCESS TRAINING.

35. CONSTRUCTION WAIVER MUST BE APPROVED PRIOR TO STARTING

CONSTRUCTION.

36. PHASING PLAN REQUIREMENTS, DO NOT IMPACT MORE THAN TWO

SHELTERS AT ANY TIME UNLESS APPROVED BY AIRFIELD MANAGER.

SOIL SUBGRADE

BASE COURSE

I N

I T

I A

L

S

W

C

U T

E X

I S

T I N

G

J O

I N

T

F I N

A L

S

W

U T

DO NOT DAMAGE EDGE

PAVEMENT TO REMAIN

N.T.S.

EXISTING DOWEL BAR

TYPICAL SAWCUT SECTION FOR REMOVAL OF

EXISTING DOWELED PAVEMENT

FINAL REMOVAL ZONE

INITIAL REMOVAL ZONE

*NOTE: IF EXISTING JOINT IS A

CONTRACTION JOINT THEN AN

ADDITIONAL SAWCUT WILL BE

REQUIRED TO GET A SMOOTH

FACE.

PAVEMENT REMOVAL TYPICAL PLAN

N.T.S.

24" MIN. WIDE

SECTION A-A

FINAL REMOVAL

N.T.S.

ZONE INITIAL REMOVAL ZONE

LEGEND

24" MIN.

EXISTING CONC. PAVEMENT

TO REMAIN.

EXISTING BASE

COURSE

EXISTING SOIL

SUBGRADE

FINAL CONC. PAVEMENT

REMOVAL ZONE

INITIAL CONC. PAVEMENT

REMOVAL ZONE

CONTRACTOR TO REMOVE EXISTING

CONCRETE TO INITIAL SAW CUT.

CONTRACTOR TO REMOVE

EXISTING CONCRETE TO INITIAL

SAW CUT AT EXISTING JOINT.

24" MIN.

(NOTE 8)

PAVEMENT TO BE

DEMOLISHED

EXISTING PORTLAND

CEMENT CONCRETE

PAVEMENT

SAW CUT EXISTING

PANEL TO REMOVE KEY

VOID

SAW CUT EXISTING

KEY PROTRUSION

EXISTING PORTLAND

CEMENT CONCRETE

PAVEMENT

N.T.S.

TYPICAL SAWCUT SECTION FOR REMOVAL OF

EXISTING KEYED PAVEMENT

6" MIN.

A

FINAL SAW LINE

M

I N

24" MIN.

EXISTING

JOINT

A

INITIAL SAW

LINE

EXPANSION

JOINT SAW

LINE SEE

NOTE 22

CD101 CD104CD102

GENERAL DEMOLITION NOTES

1. EXISTING CONDITIONS AND TOPOGRAPHIC INFORMATION SHOWN HAS BEEN TAKEN FROM A SURVEY PREPARED BY BAIN

MEDINA BAIN, INC DATED 01-05-2015.

2. "DEMOLISH" SHALL MEAN TO REMOVE AN OBJECT IN ITS ENTIRETY. RESTORE GRADES AND SURFACE IMPROVEMENTS TO

MATCH EXISTING CONDITIONS OR PER REQUIREMENTS OF NEW WORK, WHICHEVER IS APPLICABLE.

3. ADEQUATE PROTECTIVE MEASURES SHALL BE TAKEN TO ENSURE THAT EXISTING PAVEMENT SURFACES TO REMAIN ARE

NOT DAMAGED.

4. ATTENTION IS BROUGHT TO THE FACT THAT LOCATION OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE

SURVEYS AND RECORDS. THEREFORE LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY AND DEPTHS OF MANY

UTILITIES ARE UNKNOWN. THE VERIFICATION OF THE LOCATION OF ALL UTILITIES AND STRUCTURES EITHER SHOWN OR

NOT SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. FIELD VERIFY LOCATION WITHOUT

ADDITIONAL COST TO THE GOVERNMENT. IF ANY DIFFERING CONDITIONS EXIST, THE CONTRACTOR SHALL NOTIFY THE

CONTRACTING OFFICER IMMEDIATELY.

5. ALL TOPSOIL AND EXCAVATED MATERIAL SHALL BE STOCKPILED IN AN APPROVED LAY DOWN AREA DURING CONSTRUCTION

OUTSIDE THE RUNWAY CLEAR ZONE. EXCESS OR UNUSABLE TOPSOIL SHALL BE DISPOSED OF OFF-SITE IN A MANNER THAT

IS LEGAL AND CONSISTENT WITH ALL LOCAL, STATE, FEDERAL, AND BASE REQUIREMENTS.

6. COORDINATE ALL RUNWAY, TAXIWAY, AND APRON CLOSURES WITH CONTRACTING OFFICER, 502 CES, AND AIRFIELD

OPERATIONS .

7. LIMITS OF ALL PAVEMENT REMOVAL SHALL BE FULL DEPTH SAW CUT.

8. THE JOINT BETWEEN THE REMOVAL AREA AND ADJOINING PAVEMENT TO REMAIN SHALL FIRST BE CUT FULL DEPTH WITH A

STANDARD DIAMOND-TYPE CONCRETE SAW. NEXT, A FULL DEPTH SAW CUT SHALL BE MADE PARALLEL TO THE JOINT AT

LEAST 24" FROM THE JOINT AND AT LEAST 6" FROM THE END OF ANY DOWELS. SEE SPECIFICATION SECTION 32 13 11.

9. ALL CONCRETE PAVEMENT REMOVAL SHALL BE FULL DEPTH SAW CUT INTO PIECES SMALL ENOUGH TO BE LIFTED TO AVOID

DAMAGE TO THE BASE COURSE AND/OR SOIL SUBGRADE TO REMAIN. ANY DAMAGE TO THE BASE COURSE AND/OR SOIL

SUBGRADE TO REMAIN SHALL BE REPAIRED BY THE CONTRACTOR AT THEIR EXPENSIVE.

10. NO SAW CUTS MAY EXTEND BEYOND INITIAL SAW CUT LINE.

11. INITIAL SAW CUT DEPTH SHALL NOT PENETRATE THE BASE COURSE.

12. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCTION WASTE AND DEBRIS FROM THE SITE IN

A MANNER THAT IS LEGAL AND CONSISTENT WITH ALL LOCAL, STATE, FEDERAL, AND BASE REQUIREMENTS.

13. THE CONTRACTOR SHALL SUBMIT THEIR PAVEMENT REMOVAL METHOD TO THE CONTRACTING OFFICER, 502 CES, AND

AIRFIELD OPERATIONS FOR REVIEW PRIOR TO CONSTRUCTION. THIS METHOD SHALL NOT USE HIGH CRANES THAT WILL

VIOLATE THE AIRPORT IMAGINARY AIR SURFACES OR EQUIPMENT THAT WILL DAMAGE THE BASE COURSE AND/OR SOIL

SUBGRADE TO REMAIN. USE OF IMPACT EQUIPMENT THAT MAY DAMAGE THE SUBGRADE IS NOT CONSIDERED ACCEPTABLE.

DAMAGE TO THE SUBGRADE WILL SLOW CONSTRUCTION PROGRESS THUS IMPACTING THE SCHEDULE.

14. CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES AND LANDSCAPING NOT MARKED FOR DEMOLITION. ANY ITEM

DAMAGED DURING THE PERFORMANCE OF THE WORK WILL BE RESTORED TO THE ORIGINAL CONDITION, OR REPLACED

WITH NEW AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL TAKE PRECAUTIONS TO NOT OVERLOAD PAVEMENTS

WHICH WILL REMAIN.

15. THE CONTRACTOR SHALL NOTE THAT THE EXISTING CONCRETE PAVEMENT AND MISCELLANEOUS NON-STANDARD SIZE

APRON SLABS (SLABS NOT SQUARE) MAY INCLUDE REINFORCING STEEL.

16. EXISTING PAVEMENT TO BE DEMOLISHED AND REMOVED IS 12.5" THICK SEE TYPICAL SECTION SHEET CP501.

17. CONCRETE PAVEMENT REMOVAL LIMITS SHALL BE TO CLOSEST JOINT.

18. EXISTING PAVEMENT MATERIALS TO BE REMOVED AND RECYCLED SHALL BE STOCKPILED AT CONTRACTOR'S STAGING

AREA.

19. PAVEMENT MATERIALS THAT CONTRACTOR DOES NOT INTEND TO RECYCLE FOR THIS PROJECT SHALL BE HAULED OFFSITE

AND RECYCLED ELSEWHERE.

20. ERADICATE ALL EXISTING PAVEMENT MARKINGS NOTED ON PLAN SHEETS PRIOR TO PAINTING. ANY JOINT SEALANT

DAMAGED BY ERADICATION OF STRIPING SHALL BE REPLACED PRIOR TO NEW STRIPING.

21. CONTRACTOR SHALL PROTECT ALL EXISTING PAVEMENT MARKINGS TO REMAIN. ANY PORTION OF EXISTING PAVEMENT

MARKINGS TO REMAIN REMOVED SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.

22. WHEN CALLED FOR ON PLANS, CONTRACTOR WILL MAKE ADDITIONAL 3/4 INCH CUT TO ALLOW EXPANSION JOINT FACE TO

ALIGN WITH CONSTRUCTION JOINT FACE.

DEMOLISH EXISTING

APRON PAVEMENT

N:13740929.54

E:2200878.33

N:13740955.57

E:2200863.36

N:13740961.92

E:2200874.00

N:13740917.01

E:2200856.62

N:13740904.16

E:2200864.05

N:13740897.97

E:2200853.61

N:13741285.65

E:2200626.82

N:13741311.19

E:2200669.73

LIMITS OF DISTURBANCE

EXISTING TAXIWAY A

CENTERLINE

EXISTING EAST APRON PAVEMENT

EXISTING TAXIWAY A

EXISTING TAXILANE B

EDGE MARKING

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXIWAY A

CENTERLINE

ADDITIONAL EXPANSION

JOINT SAW CUT

INCH.

START EXPANSION

JOINT SAW CUT

ADDITIONAL EXPANSION

JOINT SAW CUT

INCH.

END EXPANSION

JOINT SAW CUT

BEGIN EXPANSION

JOINT SAW CUT

APRON CONCRETE PAVEMENT REMOVAL

PAVEMENT MARKING REMOVAL

M A

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S

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D

KEYMAPKEYMAP

B E

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N I N

G

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SCALE:

DEMOLITION PLAN

EAST APRON

1"=20'

NOTE:

1. REFER TO SHEET CD501 FOR DEMOLITION GENERAL NOTES,

SHEET INDEX MAP, AND DETAILS.

ONE FOOT EXISTING CONTOURS

728.00

EXISTING CONCRETE PAVEMENT

JOINT PATTERN

ONE TENTH FOOT EXISTING CONTOURS

728.10

APRON CONCRETE PAVEMENT

REMOVE EXISTING PAVEMENT

MARKING TO POINT OF CURVE

PAVEMENT MARKING REMOVAL

PAVEMENT MARKING REMOVAL

N:13741298.61

E:2200619.20

N:13741324.15

E:2200662.18

N:13741713.28

E:2200376.54

N:13741738.84

E:2200419.58

REMOVE EXISTING PAVEMENT

MARKING TO POINT OF CURVE

LIMITS OF DISTURBANCE

EXISTING TAXIWAY A

CENTERLINE

EXISTING EAST APRON PAVEMENT

EXISTING TAXIWAY A

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXIWAY A

CENTERLINE

ADDITIONAL EXPANSION

JOINT SAW CUT

INCH.

M A

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H L

I N

E

S

E

M A

T C

H L

I N

E

S

E

KEYMAP

SCALE:

DEMOLITION PLAN

EAST APRON

1"=20'

APRON CONCRETE PAVEMENT REMOVAL

PAVEMENT MARKING REMOVAL

NOTE:

1. REFER TO SHEET CD501 FOR DEMOLITION GENERAL NOTES,

SHEET INDEX MAP, AND DETAILS.

ONE FOOT EXISTING CONTOURS

728.00

EXISTING CONCRETE PAVEMENT

JOINT PATTERN

APRON PAVEMENT

PAVEMENT MARKING

REMOVAL

PAVEMENT MARKING REMOVAL

PAVEMENT MARKING

REMOVAL

N:13741726.74

E:2200368.79

N:13741751.60

E:2200412.15

N:13742102.13

E:2200149.26

N:13742140.96

E:2200184.37

REMOVE EXISTING PAVEMENT

MARKING TO POINT OF CURVE

REMOVE EXISTING PAVEMENT

MARKING TO POINT OF CURVE

LIMITS OF DISTURBANCE

EXISTING TAXIWAY A

CENTERLINE

EXISTING EAST APRON PAVEMENT

EXISTING TAXIWAY A

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXIWAY A

CENTERLINE

EXISTING

TAXIWAY A3

EXISTING

SUNSHADE

N:13742115.40

E:2200140.76

SAWCUT THROUGH EXISTING

PAVEMENT TO REMAIN

ADDITIONAL EXPANSION

JOINT SAW CUT

INCH.

BEGIN EXPANSION

JOINT SAW CUT

ADDITIONAL EXPANSION

JOINT SAW CUT

INCH.

END EXPANSION

JOINT SAW CUT

REMOVE EXISTING PAVEMENT

MARKING TO POINT OF CURVE

M A

T C

H L

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E

S

E

M A

T C

H L I N

E

S

E

KEYMAP

SCALE:

DEMOLITION PLAN

EAST APRON

1"=20'

APRON CONCRETE PAVEMENT REMOVAL

PAVEMENT MARKING REMOVAL

NOTE:

1. REFER TO SHEET CD501 FOR DEMOLITION GENERAL NOTES,

SHEET INDEX MAP, AND DETAILS.

ONE FOOT EXISTING CONTOURS

728.00

EXISTING CONCRETE PAVEMENT

JOINT PATTERN

N:13742529.00

E:2199899.50

N:13742554.50

E:2199942.48

DEMOLISH EXISTING

APRON PAVEMENT

PAVEMENT MARKING REMOVAL

PAVEMENT MARKING REMOVAL

N:13742193.75

E:2200153.51

REMOVE EXISTING PAVEMENT

MARKING TO POINT OF CURVE

REMOVE EXISTING PAVEMENT

MARKING TO POINT OF CURVE

LIMITS OF DISTURBANCE

EXISTING TAXIWAY A

CENTERLINE

EXISTING EAST APRON PAVEMENT

EXISTING TAXIWAY A

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXIWAY A

CENTERLINE

EXISTING

TAXIWAY A3

EXISTING

SUNSHADE

EXISTING

SUNSHADE

EXISTING

SUNSHADE

SAWCUT THROUGH EXISTING

PAVEMENT TO REMAIN

N:13742242.32

E:2200066.65

N:13742257.03

E:2200058.61

ADDITIONAL EXPANSION

JOINT SAW CUT

INCH.

END EXPANSION JOINT

SAW CUT

E N

D

O

F

P

R O

J E

C T

KEYMAPKEYMAP

PAVEMENT MARKING

REMOVAL

SCALE:

DEMOLITION PLAN

EAST APRON

1"=20'

M A

T C

H L

I N

E

S

E

REMOVE EXISTING PAVEMENT

MARKING TO POINT OF CURVE

APRON CONCRETE PAVEMENT REMOVAL

PAVEMENT MARKING REMOVAL

NOTE:

1. REFER TO SHEET CD501 FOR DEMOLITION GENERAL NOTES,

SHEET INDEX MAP, AND DETAILS.

ONE FOOT EXISTING CONTOURS

728.00

EXISTING CONCRETE PAVEMENT

JOINT PATTERN

CS101 CS104

N:13740929.54

E:2200878.33

N:13740955.57

E:2200863.36

N:13740961.92

E:2200874.00

N:13740917.01

E:2200856.62

N:13740904.16

E:2200864.05

N:13740897.97

E:2200853.61

LIMITS OF APRON

REPLACEMENT

LIMITS OF APRON

REPLACEMENT

15.00' (TYP)

MATCH EXISTING

PAVEMENT GRADE

MATCH EXISTING

PAVEMENT GRADE

PAVEMENT JOINT LINES

(TYP)

CP502

CP501

N:13740923.40

E:2200867.69

EXISTING TAXIWAY A

CENTERLINE

EXISTING SE APRON PAVEMENT

EXISTING TAXIWAY A

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXIWAY A

CENTERLINE

M A

T C

H L

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S

E

KEYMAP

B E

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N I N

G

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P

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SCALE:

CIVIL SITE LAYOUT PLAN

EAST APRON

1"=20'

PCC PAVEMENTPCC PAVEMENTPCC PAVEMENT

PAVEMENT CENTERLINE MARKING

NOTE:

1. REFER TO SHEET CS001 FOR CIVIL SITE LAYOUT GENERAL

NOTES AND SHEET INDEX MAP.

C7

CP501

CS501

F5

CP502

CP501

LIMITS OF APRON

REPLACEMENT

N:13741713.29

E:2200376.56

TAXIWAY/TAXILANE

CENTERLINE MARKING (TYP)

N:13741298.61

E:2200619.20

LIMITS OF APRON

REPLACEMENT

PAVEMENT JOINT LINES

(TYP)

EXISTING TAXIWAY A

CENTERLINE

EXISTING EAST APRON PAVEMENT

EXISTING TAXIWAY A

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXIWAY A

CENTERLINE

M A

T C

H L I N

E

S

E

M A

T C

H L

I N

E

S

E

KEYMAP

SCALE:

CIVIL SITE LAYOUT PLAN

EAST APRON

1"=20'

NOTE:

1. REFER TO SHEET CS001 FOR CIVIL SITE LAYOUT GENERAL

NOTES AND SHEET INDEX MAP.

PCC PAVEMENTPCC PAVEMENTPCC PAVEMENT

PAVEMENT CENTERLINE MARKING

CS501

F5

LIMITS OF APRON

REPLACEMENT

N:13742140.67

E:2200126.05

TAXIWAY/TAXILANE

CENTERLINE MARKING (TYP)

N:13741729.09

E:2200367.41

EXISTING TAXIWAY A

CENTERLINE

EXISTING EAST APRON PAVEMENT

EXISTING TAXIWAY A

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXIWAY A

CENTERLINE

EXISTING

TAXIWAY A3

EXISTING

SUNSHADE

M A

T C

H L

I N

E

S

E

M A

T C

H L

I N

E

S

E

KEYMAP

SCALE:

CIVIL SITE LAYOUT PLAN

EAST APRON

1"=20'

NOTE:

1. REFER TO SHEET CS001 FOR CIVIL SITE LAYOUT GENERAL

NOTES AND SHEET INDEX MAP.

PCC PAVEMENTPCC PAVEMENTPCC PAVEMENT

PAVEMENT CENTERLINE MARKING

N:13742529.00

E:2199899.50

N:13742554.50

E:2199942.48

LIMITS OF APRON

REPLACEMENT

TAXIWAY/TAXILANE

CENTERLINE MARKING (TYP)

CS501

F5

EXISTING TAXIWAY A

CENTERLINE

EXISTING TAXIWAY A

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXIWAY A

CENTERLINE

EXISTING

TAXIWAY A3

EXISTING

SUNSHADE

EXISTING

SUNSHADE

EXISTING

SUNSHADE

EXISTING EAST APRON PAVEMENT

M A

T C

H L I N

E

S

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E N

D

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F

P

R O

J E

C T

KEYMAP

SCALE:

CIVIL SITE LAYOUT PLAN

EAST APRON

1"=20'

M A

T C

H L

I N

E

S

E

NOTE:

1. REFER TO SHEET CS001 FOR CIVIL SITE LAYOUT GENERAL

NOTES AND SHEET INDEX MAP.

PCC PAVEMENTPCC PAVEMENTPCC PAVEMENT

PAVEMENT CENTERLINE MARKING

DOUBLE 6" WIDE

NON-REFLECTIVE BLACK LINES

6" REFLECTIVE

YELLOW LINE

PAVEMENT MARKING NOTES:

1. ALL PAINTED MARKINGS SHALL BE RETROREFLECTIVE

AND YELLOW EXCEPT AS OTHERWISE INDICATED ON

PLANS. ALL PAVEMENT MARKINGS SHALL BE OUTLINED

WITH 6-INCH WIDE NON-REFLECTIVE BLACK PAINT

EXCEPT ON ASPHALT.

2. NEW PCC PAVEMENTS SHALL BE ALLOWED TO CURE

FOR THIRTY(30) DAYS PRIOR TO APPLICATIONS OF

PERMANENT MARKINGS.

3. SURFACE PREPERATION AND PAINT APPLICATION

SHALL BE IN ACCORIDANCE WITH SPECIFICATION

SECTION 32 17 24.00.

4. IMMEDIATELY PRIOR TO THE APPLICATION OF PAINT

ALL SURFACES SHALL BE DRY AND FREE FROM DIRT,

GREASE, OIL, LAITANCE, RUBBER OR OTHER FOREIGN

MATERIAL WHICH WOULD REDUCE THE BOND BETWEEN

THE PAINT AND THE PAVEMENT.

5. GLASS BEADS SHALL BE APPLIED TO THE PERMANENT

PAINT AT THE RATE DESIGNED IN THE SPECIFICATIONS.

GLASS BEADS ONLY USED FOR REFLECTIVE STRIPING.

6. NEW MARKINGS TO MATCH EXISTING MARKINGS AND

EXTEND A MINIMUM OF 10 FEET BEYOND THE LIMITS OF

CONSTRUCTION.

7. ANY MARKINGS THAT ARE NOT PAINTED CORRECTLY

WITH RESPECT TO LOCATION, DIMENSIONS, OR

PROPER ALIGNMENT SHALL BE REMOVED AND

REPAINTED AT NO ADDITIONAL COST TO THE

GOVERNMENT.

8. APRON MARKINGS SHALL ONLY BE REMOVED AND

REPLACED IN AREAS OF REPAIR. CONTRACTOR SHALL

REPLACE EXACTLY WHAT IS EXISTING UNLESS

OTHERWISE DIRECTED BY THE CONTRACTING

OFFICER. COST OF THESE MARKINGS SHALL NOT BE

MEASURED SEPARATELY FOR PAYMENT AND SHALL BE

CONSIDERED INCIDENTAL TO THE REPAIRS.

9. CONTRACTOR SHALL SURVEY MARKINGS IN AREAS OF

REPAIRS PRIOR TO CONSTRUCTION, INCLUDING

MEASUREMENTS, COLOR, AND WHETHER OR NOT

MARKINGS ARE REFLECTIVE.

SCALE:

F5

CS501 N.T.S.

TAXIWAY/TAXILANE CENTERLINE MARKINGS

GENERAL PAVING NOTES

1. NO CHANGES IN THE JOINTING PATTERN SHALL BE MADE WITHOUT THE

WRITTEN APPROVAL OF THE DESIGN ENGINEER.

2. SEE JOINT DETAIL SHEETS CP502 AND CP503.

3. SEE SHEET CP501 FOR TYPICAL SECTIONS.

4. USE TYPE D JOINT FOR ALL CONSTRUCTION JOINTS EXCEPT EXPANSION

JOINTS.

5. WHEN CONTRACTOR PLACES TRANSVERSE TYPE D JOINT DUE TO

PLACING SEQUENCE, LEAVE OUT TRANSVERSE DOWEL FROM EACH END

TO AVOID INTERFERENCE WITH LONGITUDINAL DOWELS. SEE DETAIL A8

ON SHEET CP503.

6. SLIPFORM PAVER PAN SHALL FIT BETWEEN PILOT LANES. EITHER

ADJUST PAN OR INCREASE SPACING BETWEEN PILOT LANES. IN NO CASE

SHALL PAN EXTEND OVER PILOT LANES WHEN PAVING FILL-IN LANES.

INDICATE METHOD TO USE ON PAVING PLAN SUBMITTAL.

7. REDUCE FREQUENCY OF OUTSIDE VIBRATORS FOR FILL IN LANES WHEN

MACHINE PAVING. START WITH LOWEST SETTING AND INCREASE UNTIL

CONSOLIDATION IS UNIFORM WITHOUT EXCEEDING SURFACE PASTE

TOLERANCE.

8. ALL CONCRETE SURFACES AT JOINTS SHALL BE FLUSHED CLEAN WITH

WATER AND VACUUMED BOTH AFTER INITIAL SAW CUT AND AFTER FINAL

SAW CUT, PRIOR TO SLURRY DRYING. RE-APPLY CURING COMPOUND TO

JOINT AFTER INITIAL SAW CUT.

9. ALL JOINTS BETWEEN CONCRETE PAVEMENTS AND ASPHALT SHOULDERS

SHALL BE SEALED PER DETAILS.

10. JOINT SEALS DAMAGED BY CONTRACTOR IN SLABS TO REMAIN SHALL BE

REMOVED, CLEANED AND RE-SEALED TO NEXT JOINT.

11. ELEVATIONS SHOWN FOR THE EXISTING EDGE OF PAVEMENT SHALL BE

FIELD VERIFIED BY THE CONTRACTOR. IF THE ELEVATIONS DIFFER FROM

THOSE SHOWN ON THE PLANS BY MORE THAN 1/4", NOTIFY THE

CONTRACTING OFFICER IMMEDIATELY.

CP451 CP454

CP404

N:13740961.92

E:2200874.00

N:13740955.57

E:2200863.36

N:13741285.89

E:2200655.60

N:13740923.40

E:2200867.69

N:13740904.16

E:2200864.05

N:13740897.97

E:2200853.61

MATCH EXISTING

JOINT PATERN (TYP)

MATCH EXISTING

JOINT PATERN (TYP)

N:13740936.58

E:2200830.88

N:13740987.61

E:2200859.01

BEGIN EXPANSION JOINT

BEGIN EXPANSION JOINT

END EXPANSION JOINT

N:13740929.54

E:2200878.33

EXISTING TAXIWAY A

CENTERLINE

EXISTING SE APRON PAVEMENT

EXISTING TAXIWAY A

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXIWAY A

CENTERLINE

M A

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H L I N

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S

E

P

KEYMAP

B E

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N I N

G

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F

P

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J E

C T

SCALE:

JOINT LAYOUT PLAN

EAST APRON

1"=20'

NOTE:

1. REFER TO SHEET CP001 FOR GENERAL PAVING NOTES AND

SHEET INDEX MAP.

DOWELED EXPANSION JOINT -

TYPE B

SAWED CONTRACTION

JOINT - TYPE C

NEW DOWELED CONSTRUCTION

JOINT - TYPE D

CP502

C8

CP502

F8

CP502

F4

DOWELED CONSTRUCTION JOINT AT

EXISTING PAVEMENT - TYPE X

CP502

C4

N:13741726.36

E:2200397.91

N:13741324.48

E:2200633.09

MATCH EXISTING

JOINT PATERN (TYP)

MATCH EXISTING

JOINT PATERN (TYP)

EXISTING TAXIWAY A

CENTERLINE

EXISTING EAST APRON PAVEMENT

EXISTING TAXIWAY A

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXIWAY A

CENTERLINE

M A

T C

H L I N

E

S

E

M A

T C

H L I N

E

S

E

KEYMAP

SCALE:

JOINT LAYOUT PLAN

EAST APRON

1"=20'

NOTE:

1. REFER TO SHEET CP001 FOR GENERAL PAVING NOTES AND

SHEET INDEX MAP.

DOWELED EXPANSION JOINT -

TYPE B

SAWED CONTRACTION

JOINT - TYPE C

NEW DOWELED CONSTRUCTION

JOINT - TYPE D

CP502

C8

CP502

F8

CP502

F4

DOWELED CONSTRUCTION JOINT AT

EXISTING PAVEMENT - TYPE X

N:13742153.40

E:2200147.86

N:13741752.61

E:2200382.61

N:13741881.53

E:2200278.29

N:13742140.96

E:2200184.32

BEGIN EXPANSION JOINT

END EXPANSION JOINT

EXISTING TAXIWAY A

CENTERLINE

EXISTING EAST APRON PAVEMENT

EXISTING TAXIWAY A

EXISTING TAXILANE A

EDGE MARKING

EXISTING TAXILANE A

EDGE MARKING

EXISTING TAXIWAY A

CENTERLINE

EXISTING

TAXIWAY A3

EXISTING

SUNSHADE

M A

T C

H L

I N

E

S

E

M A

T C

H L I N

E

S

E

KEYMAP

SCALE:

JOINT LAYOUT PLAN

EAST APRON

1"=20'

NOTE:

1. REFER TO SHEET CP001 FOR GENERAL PAVING NOTES AND

SHEET INDEX MAP.

DOWELED EXPANSION JOINT -

TYPE B

SAWED CONTRACTION

JOINT - TYPE C

NEW DOWELED CONSTRUCTION

JOINT - TYPE D

CP502

C8

CP502

F8

CP502

F4

DOWELED CONSTRUCTION JOINT AT

EXISTING PAVEMENT - TYPE X

N:13742528.60

E:2199928.73

N:13742179.41

E:2200133.02

N:13742267.88

E:2200110.07

EXISTING TAXIWAY A

CENTERLINE

EXISTING TAXIWAY A

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXIWAY A

CENTERLINE

EXISTING

TAXIWAY A3

EXISTING

SUNSHADE

EXISTING

SUNSHADE

EXISTING

SUNSHADE

EXISTING EAST APRON PAVEMENT

M A

T C

H L I N

E

S

E

E N

D

O

F

P

R O

J E

C T

KEYMAP

SCALE:

JOINT LAYOUT PLAN

EAST APRON

1"=20'

NOTE:

1. REFER TO SHEET CP001 FOR GENERAL NOTES AND SHEET

INDEX MAP.

DOWELED EXPANSION JOINT -

TYPE B

SAWED CONTRACTION

JOINT - TYPE C

NEW DOWELED CONSTRUCTION

JOINT - TYPE D

CP502

C8

CP502

F8

CP502

F4

DOWELED CONSTRUCTION JOINT AT

EXISTING PAVEMENT - TYPE X

MATCH EXISTING

PAVEMENT ELEVATION

MATCH EXISTING

PAVEMENT ELEVATION

MATCH EXISTING

PAVEMENT ELEVATION

EXISTING TAXIWAY A

CENTERLINE

EXISTING SE APRON PAVEMENT

EXISTING TAXIWAY A

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXIWAY A

CENTERLINE

KEYMAP

SCALE:

PAVEMENT ELEVATION PLAN

EAST APRON

1"=20'

M A

T C

H L

I N

E

S

E

B E

G I N

N I N

G

O

F

P

R O

J E

C T

PROPOSED PAVEMENT ELEVATION

EXISTING CONTOURS

PROPOSED CONTOURS

PROPOSED PCC SLAB

NOTE:

1. REFER TO SHEET CP001 FOR GENERAL PAVING NOTES AND

SHEET INDEX MAP.

EXISTING PCC SLAB

MATCH EXISTING

PAVEMENT ELEVATION

MATCH EXISTING

PAVEMENT ELEVATION

EXISTING TAXIWAY A

CENTERLINE

EXISTING EAST APRON PAVEMENT

EXISTING TAXIWAY A

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXIWAY A

CENTERLINE

M A

T C

H L I N

E

S

E

M A

T C

H L

I N

E

S

E

KEYMAP

SCALE:

PAVEMENT ELEVATION PLAN

EAST APRON

1"=20'

PROPOSED PAVEMENT ELEVATION

EXISTING CONTOURS

PROPOSED CONTOURS

NOTE:

1. REFER TO SHEET CP001 FOR GENERAL PAVING NOTES AND

SHEET INDEX MAP.

PROPOSED PCC SLAB

MATCH EXISTING

PAVEMENT ELEVATION

MATCH EXISTING

PAVEMENT ELEVATION

EXISTING TAXIWAY A

CENTERLINE

EXISTING EAST APRON PAVEMENT

EXISTING TAXIWAY A

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXIWAY A

CENTERLINE

EXISTING

TAXIWAY A3

EXISTING

SUNSHADE

M A

T C

H L

I N

E

S

E

M A

T C

H L I N

E

S

E

KEYMAP

SCALE:

PAVEMENT ELEVATION PLAN

EAST APRON

1"=20'

PROPOSED PAVEMENT ELEVATION

EXISTING CONTOURS

PROPOSED CONTOURS

NOTE:

1. REFER TO SHEET CP001 FOR GENERAL PAVING NOTES AND

SHEET INDEX MAP.

EXISTING TAXIWAY A

CENTERLINE

EXISTING TAXIWAY A

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXILANE A

EDGE OF PAVEMENT

EXISTING TAXIWAY A

CENTERLINE

EXISTING

TAXIWAY A3

EXISTING

SUNSHADE

EXISTING

SUNSHADE

EXISTING

SUNSHADE

EXISTING EAST APRON PAVEMENT

M A

T C

H L I N

E

S

E

E N

D

O

F

P

R O

J E

C T

KEYMAP

SCALE:

PAVEMENT ELEVATION PLAN

EAST APRON

1"=20'

PROPOSED PAVEMENT ELEVATION

EXISTING CONTOURS

PROPOSED CONTOURS

NOTE:

1. REFER TO SHEET CP001 FOR GENERAL PAVING NOTES AND

SHEET INDEX MAP.

4 SLABS @ 12.5' = 50.0'

VAR

IE

S

PAVEMENT MATERIAL SPECIFICATIONS

ITEM SECTION DESCRIPTION

12.5" CONCRETE PAVEMENT FOR AIRFIELD AND

OTHER HEAVY-DUTY PAVEMENTS

EXISTING SUBBASE

EXISTING 12.5" CONCRETE PAVEMENT

SCALE:

C7

CP501 N.T.S.

TYPICAL APRON SECTION

MATCH EXISTING

PANEL ELEVATION

MATCH EXISTING

PANEL ELEVATION

NEW PORTLAND CEMENT

CONCRETE PAVEMENT

INITIAL

SAW-CUT

T

NEW PORTLAND CEMENT

CONCRETE PAVEMENT

JOINT FILLER

T

1/2"

1/2 LENGTH ±

NEW PORTLAND CEMENT

CONCRETE PAVEMENT

EXISTING PORTLAND CEMENT

CONCRETE PAVEMENT

d/2T/2

T = THICKNESS OF PAVEMENT

d = DOWEL DIAMETER

TOLERANCE: 1/8" MAX PER FOOT

90°(VERTICAL AND HORIZONTAL)

OF DOWEL

SEE DOWEL NOTES

SHEET CP503

JOINT WITH CURING COMPOUND

COAT EXPOSED FACE OF BUTT

1/2"

1/2 LENGTH ±

T

TOLERANCE: 1/8" MAX PER FOOT

90°(VERTICAL AND HORIZONTAL)

OF DOWEL

SEE DOWEL NOTES

SHEET CP505

INITIAL

FILL IN

NEW PORTLAND CEMENT

CONCRETE PAVEMENT

T = THICKNESS OF PAVEMENT

d = DOWEL DIAMETER d/2T/2 d/2

EXISTING

PAVEMENT

DRILLED HOLE W/ BAR

EPOXIED IN

T = THICKNESS OF PAVEMENT

d = DOWEL DIAMETER

NEW PORTLAND CEMENT

CONCRETE PAVEMENT

SEE DOWEL NOTES

SHEET CP503

T

T/2

1/2"

1/2 LENGTH ±

MATERIAL SCHEDULE

ITEM SIZE SECTION REMARKS

DOWELS, 12.5" PCC 1" DIA. X 20" LONG @ 15" O.C. 32 13 11, PARAGRAPH 2.8 EPOXY COATED, INCLUDING ENDS

DOWEL EPOXY

RESIN

AS REQUIRED

32 13 11, PARAGRAPH 2.9

SELECT CLASS B OR C PER ASTM

C881/ C881M

FIELD MOLDED

JOINT SEALANT

AS REQUIRED 32 01 19

SILICONE, SELF LEVELING

JOINT FILLER

BOARD

3/4" WIDTH X DEPTH

REQUIRED

32 13 11, PARAGRAPH 2.6

SEE INSTALLATION NOTES

3/4"

DRILLED HOLE W/ BAR

EPOXIED IN

T/4

5' MIN

EXPANSION CAP,

SLIP FIT

3"

1"

2"

SCALE:

SAWED CONTRACTION JOINT - TYPE C

F8

CP502 N.T.S SCALE:

NEW DOWELED CONSTRUCTION JOINT - TYPE D

F4

CP502 N.T.S

SCALE:

AT EXISTING PAVEMENT - TYPE X

DOWELED CONSTRUCTION JOINT

C4

CP502 N.T.S

CP503

E9

CP503

E5

CP503

C9

CP503

E5

SCALE:

DOWELED EXPANSION JOINT - TYPE B

C8

CP502 N.T.S

PAVEMENT EDGE

"DOG LEG" JOINT

* SEE PLANS FOR DOWEL TYPE

TRANSVERSE JOINT

LONGITUDINAL JOINT

M

I

N

JOINTS ARE RADIAL TO CURVE

DEFORMED

DOWELS

(SEE PAVEMENT

JOINT PLAN)

SECOND SAWCUT

BACKER ROD-

DIAMETER EQUAL

TO JOINT WIDTH

PLUS 1/8"

D*

W*

1/16" (MIN)-

1/4" (MAX)**

INITIAL SAWCUT (1/8" WIDE)

T/4

CRACK

SECOND SAWCUT

BACKER ROD-

DIAMETER EQUAL

TO JOINT WIDTH

PLUS 1/8"

BUTTED JOINT

POURED JOINT SEALANT (BACKER MATERIAL) POURED JOINT SEALANT (BACKER MATERIAL)

POURED JOINT SEALANT (BACKER MATERIAL)

PAVEMENT

SURFACE

BACKER ROD AND/OR

SEPARATING TAPE

PREMOLDED JOINT FILLER

FOR FULL DEPTH OF SLAB

1/16" (MIN)-

1/4" (MAX)**

PAVEMENT

SURFACE

LINE

LONGITUDINAL JOINT

D

D/2

TRANSVERSE

JOINT LINE

D I R

E C

T I O

N

O F

V

I N

G

NOTE:

SEE MATERIAL SCHEDULE SHEET CP502 FOR

SIZE, LENGTH AND DIMENSIONAL INFORMATION.

d d

10" MIN.

DOWEL (TYP)

L

W*

W*

POURED JOINT

SEAL

D*

D*

1/16" (MIN)-

1/4" (MAX)**

PAVEMENT

SURFACE

3/4"

MIN.

POURED JOINT

SEAL

*(SEE POURED JOINT

SEALANT NOTE 1)

*(SEE POURED JOINT

SEALANT NOTE 1)

*(SEE POURED JOINT

SEALANT NOTE 1)

**(SEE POURED JOINT

SEALANT NOTE 2)

**(SEE POURED JOINT

SEALANT NOTE 2)

**(SEE POURED JOINT

SEALANT NOTE 2)

SCALE:

CONTRACTION JOINT

E9

CP503 N.T.S SCALE:

CONSTRUCTION JOINT

E5

CP503 N.T.S

SCALE:

EXPANSION JOINT

C9

CP503 N.T.S

SCALE:

SKEWED DOWEL INSTALLATION

A10

CP503 N.T.S SCALE:

DOWEL SPACING AT JOINT CORNERS

A8

CP503 N.T.S

1. WIDTH OF SEALANT RESERVOIR SHALL BE 1/2-IN. TO 5/8-IN.

DEPTH OF SEALANT SHALL BE (1.0 TO 1.5 X W) FOR POURED

SEALANT; 0.5 W FOR SILICONE SEALANT.

2. TOP OF SEALANT SHALL BE 1/4-IN. TO 1/16-IN. BELOW TOP OF

PAVEMENT SURFACE. IN AREAS TO BE GROOVED, THE JOINT SEAL

SHALL BE RECESSED BELOW THE DEPTH OF THE GROOVES.

3. FOR ALL JOINTS THE BACKER ROD MATERIAL SHALL BE

COMPATIBLE WITH THE COLD POURED SEALANT AND SLIGHTLY

OVERSIZED TO PREVENT MOVEMENT DURING THE JOINT SEALANT

OPERATION.

4. IRREGULAR, UN-EVEN, OR ROUNDED JOINTS THAT ARE TOO WIDE

TO BE 100% SHAPED BY SAW CUT DIMENSION IN DETAIL SHALL

HAVE A LARGER SEAL INSTALLED. CONTRACTOR SHALL FIRST

DETERMINE THE NEW RESERVOIR DIMENSIONS, SIZE OF THE SEAL

TO BE APPROXIMATELY TWICE THE JOINT WIDTH, THEN MAKE

SUBMITTAL TO THE CONTRACTIOR PRIOR TO SHAPING THE

RESERVOIR. LARGER SEAL INSTALLATION SHALL BE FULL LENGTH

OF THE EFFECTED SLABS, TERMINATING AT INTERSECTING JOINTS.

5. SEALS WITHOUT PROPER RECESS, OR OTHERWISE IMPROPERLY

INSTALLED, SHALL BE REPLACED WITH NEW SEAL FROM PLANNED

JOINT TO PLANNED JOINT.

POURED JOINT SEALANT NOTES:

1. LONGITUDINAL AND TRANSVERSE JOINTS SHALL BE SAWED AS

INDICATED.

2. TRANSVERSE CONSTRUCTION JOINTS SHALL BE PERMITTED ONLY

WHERE PAVING OPERATIONS STOP FOR THE DAY. OTHER

TRANSVERSE CONSTRUCTION JOINTS SHALL BE USED ONLY WHEN

APROVED BY THE CONTRACTING OFFICER.

3. JOINT CONFIGURATION SHALL MEET JOINT SEAL MANUFACTURER'S

SPECIFICATIONS. (EXCEPT AS NOTED ON PLANS AND IN

SPECIFICATIONS.)

4. DOWELS FOR CONSTRUCTION JOINTS SHALL BE CAST IN PLACE.

5. THE WIDTH OF THE JOINTS SHALL BE CORRECTED FOR 68°F.

6. SEE TYPICAL SECTIONS FOR PAVEMENT THICKNESS.

7. SEE SPECIFICATION SECTIONS 32 01 19 FOR CLEANING AND SEAL

INSTALLATION PROCEDURES.

8. "T" = THICKNESS OF NEW CONCRETE PAVEMENT. EXISTING

CONCRETE MAY BE THICKER THAN NEW CONCRETE. SAWCUT

FULL-DEPTH VERTICAL FACE IN EXISTING CONCRETE WHERE NEW

CONCRETE PLANNED.

9. IF CONTRACTOR ELECTS TO PAVE DOUBLE LANES, DOWEL BARS

ARE STILL REQUIRED AT THE MID POINT JOINT.

JOINT NOTES:

NOTES FOR DOWEL BAR HOLE

DRILLING AND INSTALLATION:

1. DOWEL SLEEVES OR INSERTS ARE NOT PERMITTED.

2. DRILLING AND INSTALLATION METHOD SHALL BE CAPABLE OF

MAINTAINING DRILL HOLES AND EMBEDDED BARS: (A) PARALLEL TO

THE CONCRETE SURFACE AND (B) NORMAL TO THE JOINT LINE,

WITHIN SECTION 32 13 11 TOLERANCES. USE GANG DRILL WITH 3 OR

MORE DRILLS. HOLE DIAMETER TO BE APPROXIMATELY 1/8" LARGER

THAN DOWEL. MINIMUM CURE TIME FOR DRILLING NEW CONCRETE

PER SECTION 32 13 11.

3. AFTER THE DRILLING IS COMPLETE AND PRIOR TO INSTALLATION OF

DOWELS, THE HOLES SHALL BE THOROUGHLY CLEANED BY HIGH

PRESSURE AIR TO REMOVE DRILLING DUST, CONCRETE CHIPS, AND

ANY MATERIAL DETRIMENTAL TO BONDING.

4. INSERT EPOXY INTO BACK OF DOWEL HOLE BY INJECTION NOZZLE

WITH SUFFICENT EPOXY PLACED SO A SLIGHT AMOUNT IS FORCED

OUT WHEN DOWEL IS INSERTED AND TAPPED INTO CORRECT

POSITION. EPOXY SHALL BE SOLID AROUND BARS WITH NO VOIDS.

INSTALL METAL OR PLASTIC DOWEL RINGS TO RETAIN EPOXY.

SUBMIT PROPOSED EPOXY INFORMATION FOR APPROVAL PRIOR TO

STARTING WORK.

5. CONTRACTOR SHALL RETAIN DRILL BIT MANUFACTURER'S

REPRESENTATIVE TO TRAIN THE DRILLING CREW AND MAKE

ADJUSTMENTS AS REQUIRED TO THE COMPRESSOR AND DRILL RIG

TO PRODUCE DRILL HOLES WITH MINIMAL EDGE SPALLING.

MAXIMUM EDGE SPALLING ON FACE IS PER SPECIFICATION SECTION

32 13 11.

00 500' 1000'

SCALE 1"=500'

HAUL

ROUTE

LAYDOWN

NOTE:

COORDINATE

WITH BASE

OPERATIONS

SECURITY

CHECK POINT