REHABILITATION OF APRON I - pgairport.ca€¦ · 4 3 1 1a 2a 5 6 2 dh8-4 a320 a319 b737 700 600 800...

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DH8-4

A320

A319 B737

700

600

B737

800

B727

200

B1900

B737

800

B737

700

600

A320

A319

DH8-4

CRJDH8-4

DH8-1

DH8-2

DH8-3

B767-200

B757-200

B1900

B1900

B737

800

B727 200

DH8-1

DH8-2

DH8-3

DH8-4

CRJ

APRO

N I

A.T.B.

RUNW

AY 01

- 19

APRO

N III

TWY C

TAXIWAY DRUNWAY 06 - 24

RUNW

AY 15

- 33

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ISSUED DATE 16/05/25

TETRA TECH PROJECT NUMBER TRN.AIRP03038-01ISSUED FOR TENDER

SITE PLANPLAN OF CONSTRUCTION OPERATIONS - DAY TIME WORKPLAN OF CONSTRUCTION OPERATIONS - NIGHT TIME WORKMILLING / PAVING GRADING PLANCROSS SECTIONSSTORM PIPE REHABILITATION PLANPERMANENT PAINT MARKING PLANTEMPORARY PAINT MARKING PLANCONCRETE PANELS PLAN (PROVISIONAL WORK)CONCRETE PANELS DETAILS (PROVISIONAL WORK)

DRAWING LIST

C1.0C2.0C2.1C3.0C4.0C5.0C6.0C6.1C7.0C8.0

KEY PLAN0 500400300200100

Scale: 1: 10,000 (metres)

REHABILITATION OF APRON I

PROJECT LOCATION

CONTRACTOR'SSTAGING AREA 1

POTENTIAL CONTRACTOR'SSTAGING AREA 2

POTENTIAL CONTRACTOR'SSTAGING AREA 3

CONTRACTOR'S ESCORTED ACCESSROUTE ON AIRSIDE (TYP)

PROVISIONAL WORKCONTRACTOR'S ESCORTED ACCESSTO WORK SECTION A

MILLING/PAVING WORKCONTRACTOR'S ACCESSONTO AIRSIDE (TYP)

DISPOSAL SITE FOREXCAVATED

SALVAGEABLEGRAVELS

DISPOSAL SITE FOREXCAVATED

SALVAGEABLEGRAVELS

N

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B737

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B727

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800

APRON IAPRON IV

A.T.B.

APRON II

TAXI

WAY

C

RUNWAY 06 - 24

NORTHERNTHUNDERBIRD

PROVISIONAL WORKHMAC CRACK TREATMENT

FOR SELECTEDEX. HMAC CRACKS (TYP)

STORM PIPE REHABILITATION (TYP)SEE DWG C5.0

EXISTING PCC PANELS

PROVISIONAL WORKNEW PCC PANELSSEE DWG C7.0, C8.0

HMAC COLD MILL AND PAVESEE DWG C3.0

NEW PAINT MARKINGS (TYP)SEE DWG C7.0

MH 1

MH 2

MH 3MH 4MH 5MH 6

MH 7MH 8

B

C

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1

9

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EX. FIRE HYDRANT

4.5

DOT 511

CP 01

CP 02

Q400Q400

Q400

B737(AIRCRAFT NOT EXPECTED DURINGPROJECT DURATION)

PROJECT CONTROL POINTS

POINT #

1

2

3

DESCRIPTION

DOT 511

CP 01

CP 02

NORTHING

5973893.544

5973845.130

5973801.537

EASTING

521507.273

521590.980

521691.436

ELEVATION

679.860

677.801

677.594

*CONTROL POINTS ARE PROVIDED IN PROJECT COORDINATES.*

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DRAWINGPROJECT No.

of

SHEET No.DATE:

OFFICE

CLIENT

PROFESSIONAL SEALPERMIT

C1.0

704-TRN.AIRP03038 Kelowna KSA KSA

April, 2016 1 10 MER RMB 0


SITE PLAN

0 25m

Scale: 1:750 @ 22"x34"NUM DESCRIPTIONDATE APR

DRAWING STATUS

0 16/05/25 R.M.B. ISSUED FOR TENDERNUM DWN CKD DESCRIPTIONDATE APR

REVISIONS

STANDARD NOTES:1. ALL EXISTING UNDERGROUND UTILITIES TO BE FIELD LOCATED BY THE CONTRACTOR PRIOR TO EXCAVATION.2. ANY EXISTING UTILITIES DESTROYED DURING CONSTRUCTION ARE TO BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE CONTRACT.3. COORDINATES ARE PROVIDED FOR CONVENIENCE ONLY. ALL DIMENSIONS ON THE DRAWING TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION.4. THE ENGINEER IS TO BE NOTIFIED OF ANY CONFLICT BETWEEN COORDINATES AND DIMENSIONS.

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APRON I

APRON IV

A.T.B.

APRON II

RUNWAY 01 - 19APRON III

TAXI

WAY

C

TAXIWAY D

Q400

Q400

Q

4

0

0

Q

4

0

0

Q400

Q400

Q

4

0

0

Q

4

0

0

Q400

Q400

Q

4

0

0

Q

4

0

0

Q400

Q400

Q400 WITH 4.5mWINGTIP CLEARANCE

PROVISIONAL WORK1.8m HIGH SECURE TEMPORARYMODULOC FENCE C/WSTEADY BURN RED LIGHTS.


NORTHERNTHUNDERBIRDRCMP


AIRCRAFT STAND CLOSED (TYP)

NO AIRCRAFT / VEHICLEACCESS ACROSSAPRON I DURING

DAYTIME CONSTRUCTION(ESTIMATE 6 DAYS

CLOSURE)

LOW BARRIERS SPACED AT 3mINTERVALS C/W STEADY BURN RED LIGHTS (TYP).SUPPLIED BY OWNER. CONTRACTOR TO INSTALL

TO WITHSTAND JET BLAST, RELOCATE AS REQUIREDAND REMOVE AT CONSTRUCTION COMPLETION.

(122 LIGHTS REQUIRED)

TEMPORARY 150mm WIDEYELLOW LEAD-IN PAINT MARKINGS (TYP).

SEE DWG C6.1.

POTENTIAL CONTRACTOR'S STAGING AREA 2

CONTRACTOR'S ESCORTEDACCESS ROUTE TO STAGING

AREA. VEHICLES YIELD TOAIRCRAFT AT ALL TIMES.

3.0(TYP)

117.6

40.7


83.5

116.3

34.0

7

6

54 3 2A

1A

1

3A

A.T.C.TOWER

MILLING / PAVING WORKCONTRACTOR ACCESSROUTE TO AIRSIDE

CONTRACTOR'S ESCORTEDACCESS ROUTE TO PROVISIONALWORK SECTION A.

60.0m SPACING TO RUNWAY 01-19

TEMPORARY BLUE TAXIWAY EDGE LIGHT / MARKERPROVIDED AND INSTALLED BY THE AIRPORT (TYP)


NTAIR / RCMP / LIGHT AIRCRAFT ACCESS ROUTE

EDGE OF RESTRICTED AREA (TYP)ONE ESCORT PER EVERY TENCONTRACTOR PERSONNEL

EX. TAXIWAY EDGE LIGHT(TYP)

CONTRACTOR TO PROVIDE ACCESSCONTROL GUARD FOR ALL TIMESTHE GATE IS UNLOCKED.

SECTION B

SECTION A

INSTALL / REMOVE ORANGEREFLECTIVE DELINEATORS

TO PROTECT PARKED OVERNIGHTAIRCRAFT (TYP)

PHASE 2

PHASE 1

2

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DRAWINGPROJECT No.

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OFFICE

CLIENT


C2.0




PLAN OF CONSTRUCTION OPERATIONS

DAY TIME WORK

0 25m

Scale: 1:750 @ 22"x34"

DAYTIME MILLING / PAVING

DAYTIME EXCAVATION / GRAVELS / CONCRETE PANELS

LEGEND:

DENOTES AIRCRAFT STAND CLOSED 24 / 7 UNTILSECTION / PHASE IS COMPLETE AND RETURNED TO SERVICE#

TEMPORARY 1.8m HIGH SECURE FENCINGC/W RED LIGHTS

LOW BARRICADES C/W RED LIGHTS

M

CONTRACTOR VEHICLE ROUTE

AIRCRAFT ROUTE

M

ORANGE REFLECTIVE DELINEATORS

GENERAL REQUIREMENTS:

OPERATIONAL REQUIREMENTS1. CONTRACTOR SHALL CONTROL AND BE RESPONSIBLE FOR CONTRACTOR'S PERSONNEL / SUBCONTRACTORS.

2. ALL CONTRACTOR'S VEHICLES REQUIRED ON AIRSIDE FOR CONSTRUCTION ACTIVITIES SHALL BE EQUIPPEDWITH 360 DEGREE FLASHING AMBER BEACON.3. ALL CONTRACTOR'S PERSONNEL / SUB-CONTRACTORS ARE REQUIRED TO HAVE TEMPORARY RESTRICTEDAREA PASSES WHILE ON AIRSIDE.4. AIRSIDE ESCORT (A.E.) WILL BE PROVIDED BY THE AIRPORT. IT IS THE CONTRACTOR'S RESPONSIBILITY TOCOORDINATE AND SCHEDULE THE A.E. PROVIDE 72 HOURS NOTICE FOR SCHEDULING THE A.E. CONTACT THE PRINCEGEORGE AIRPORT'S SECURITY OFFICE.5. CONTRACTOR SHALL PROVIDE THE ACCESS CONTROL GUARD (ACG). ACG IS REQUIRED FOR ALL TIMES THEAIRSIDE ACCESS GATE IS UNLOCKED. THE PRINCE GEORGE AIRPORT WILL PROVIDE TRAINING FOR THECONTRACTOR'S ACG'S BEFORE CONSTRUCTION COMMENCES.6. CONTRACTOR'S CONSTRUCTION SAFETY SHALL MEET WORKERS COMPENSATION BOARD REGULATIONS ANDADVISE AND PROTECT PERSONNEL FROM NOISE AND POTENTIAL JET BLAST / PROP WASH OF ACTIVE AIRCRAFTOPERATIONS.7. ALL AIRPORT PAVEMENT SURFACES TO BE KEPT CLEAN OF CONSTRUCTION DEBRIS AND FOREIGN OBJECTDEBRIS (F.O.D.) CONTRACTOR IS RESPONSIBLE TO MAINTAIN & PROVIDE CLEAN PAVEMENT SURFACES. MECHANICALVACUUM SWEEPER SHALL BE REQUIRED EACH WORK SHIFT.8. NO SMOKING ALLOWED ON AIRSIDE.9. ALL F.O.D. POTENTIAL ITEMS AND GARBAGE MUST BE CONTAINED TO PREVENT FLYAWAY AND THEN DISPOSEDOFF-SITE AT THE END OF EACH WORK SHIFT.10. CONTRACTOR TO ARRANGE FOR LOCATES, SHUT DOWN AND LOCKOUT ELECTRICAL SYSTEMS PRIOR TO ANYSUBSURFACE WORK WITHIN 5M OF AIRPORT ELECTRICAL INFRASTRUCTURE. CONTRACTOR MUST RECEIVE PRIORAPPROVAL FROM THE AIRPORT IN ORDER TO SHUT DOWN ANY AIRPORT ELECTRICAL FACILITIES. CONTRACTOR MUSTCOORDINATE WITH THE AIRPORTS ELECTRICAL CONTRACTOR IN ORDER TO SCHEDULE ANY ELECTRICAL CIRCUITSHUTDOWNS AND START-UPS THAT MAY AFFECT ANY AIRPORT ELECTRICAL OR COMMUNICATION FACILITIES.11. ANY INTERRUPTION OF ELECTRICAL SYSTEMS OR NAVIGATIONAL AIDS REQUIRES A MINIMUM 72 HOURS PRIORNOTICE AND A SPECIFIC NOTAM.12. READ AND COMPLY WITH THE PCO INCLUDED AS PART OF THE SPECIFICATIONS.

WORK SECTION A - DAYTIME WORK:

SCOPE OF WORK:REMOVE EXISTING ASPHALT AND GRAVELS TO NEW SUBGRADE ELEVATIONS,INCLUDING EXCAVATION, CONSTRUCTION OF NEW CONCRETE PANELS, NEWASPHALT PAVING AND PAINT MARKINGS.OPERATIONAL REQUIREMENTS1. INSTALL SECURE, ENCLOSED 1.8M HIGH TEMPORARY MODULOK FENCING WITH

ONE LOCKABLE GATE AROUND NEW CONCRETE PANEL AREA FOR DURATION OFCONCRETE CONSTRUCTION. INSTALL TO WITHSTAND JET BLAST. INSTALL STEADYBURNING RED LIGHTS ON TEMPORARY FENCING. AIRPORT WILL SUPPLY THESOLAR RED LIGHTS. REMOVE FENCING AT CONSTRUCTION COMPLETION ANDRETURN RED LIGHTS TO OWNER.

2. ALL CONTRACTOR'S PERSONNEL / SUBCONTRACTORS SHALL BE ESCORTED BYTHE A.E. FOR ALL WORK ON AIRSIDE.WORK RESTRICTIONS:

1. NORMAL AIRCRAFT AND VEHICLE MOVEMENTS ARE OCCURRING ALONGSIDE THEWORK AREA.

2. CONTRACTOR MUST CONTROL DUST.3. NO STOCKPILES ALLOWED ABOVE EXISTING GRADES.

AIRPORT OPERATIONAL CHANGES REQUIRED:

1. SPECIAL OPERATIONS NOTICE NOTIFYING AIRPORT USERS OF CONSTRUCTIONACTIVITIES ON APRON I.

2. CLOSURE OF AIRCRAFT STANDS 1 AND 1A FOR THE DURATION OF WORK IN THISSECTION.

WORK SECTION B - DAYTIME WORK:

SCOPE OF WORK:REMOVE EXISTING ASPHALT BY COLD MILLING, NEW ASPHALT PAVING ON APRON I.OPERATIONAL REQUIREMENTS1. CONTRACTOR TO PLACE / MAINTAIN / REMOVE LOW ORANGE BARRIERS AND STEADY BURNING RED LIGHTS AS

SHOWN ON THE DRAWINGS. AIRPORT WILL SUPPLY THE LOW BARRIERS AND RED SOLAR LIGHTS.

2. ALL CONTRACTOR'S PERSONNEL / SUBCONTRACTORS SHALL BE ESCORTED BY THE A.E. FOR ALL WORK ONAIRSIDE.3. COMPLETE MILLING / PAVING / PAINTING IN PHASE 1 PRIOR TO COMMENCING PHASE 2 WORK. RE-ALIGNBARRIERS AND LIGHTS AT COMPLETION OF PHASE 1 TO ALLOW AIRCRAFT OPERATIONS IN PHASE 1.4. AIRCRAFT STANDS 5 AND 6 SHALL BE AVAILABLE FOR USE AFTER PHASE 1 IS COMPLETE.WORK RESTRICTIONS:

1. NORMAL AIRCRAFT AND VEHICLE MOVEMENTS ARE OCCURRING ALONGSIDE THE WORK AREA.

2. CONTRACTOR MUST CONTROL DUST.3. NO STOCKPILES ALLOWED ABOVE EXISTING GRADES.


1. SPECIAL OPERATIONS NOTICE NOTIFYING AIRPORT USERS OF CONSTRUCTION ACTIVITIES ON APRON I.

2. CLOSURE OF AIRCRAFT STANDS 5. 6 & 7 FOR THE DURATION OF WORK IN PHASE 1.3. CLOSURE OF AIRCRAFT STAND 7 FOR DURATION OF WORK IN PHASE 2. AIRCRAFT STANDS 5 AND 6 WILL BE OPENFOR PHASE 2 WORK.4. RELOCATION OF AIRCRAFT PARKING IN FRONT OF NORTHERN THUNDERBIRD TO THE SOUTH.5. NEW TEMPORARY APRON TAXIWAY CENTRELINE MARKING.

NUM DESCRIPTIONDATE APR

DRAWING STATUS


REVISIONS

RESTRICTED AREA


--

TEMPORARY TAXIWAY CLOSURE MARKER DETAIL1:250

℄ RUNWAY

1.5

9.0YELLOW FABRIC OR PLYWOODSECURED WITH SANDBAGS OR

AS ACCEPTED BY CONSULTANT

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APRON I

APRON IV

A.T.B.

APRON II

RUNWAY 01 - 19APRON III

TAXI

WAY

C

TAXIWAY D

Q

4

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NORTHERNTHUNDERBIRDRCMP

NO AIRCRAFT / VEHICLEACCESS ACROSSAPRON I DURING

DAYTIME CONSTRUCTION(ESTIMATE 6 DAYS

CLOSURE)

LOW BARRIERS SPACED AT3m INTERVALS C/W STEADY

BURN RED LIGHTS (TYP)SUPPLIED BY OWNER

(29 REQUIRED)

LOW BARRIERS SPACED AT3m INTERVALS C/W STEADY

BURN RED LIGHTS (TYP)SUPPLIED BY OWNER

(8 REQUIRED)REMOVE / REPLACE FOR

MIDNIGHT AIRCRAFT ARRIVALS

LOW BARRIERS SPACED AT3m INTERVALS C/W STEADYBURN RED LIGHTS (TYP)SUPPLIED BY OWNER(8 REQUIRED)REMOVE / REPLACE FORMIDNIGHT AIRCRAFT ARRIVALS

YELLOW TEMPORARY TAXIWAYCLOSURE MARKER SECUREDTO WITHSTAND JET BLAST.SUPPLY / INSTALL / REMOVE EACHNIGHT SHIFT.REMOVE / REPLACE FORMIDNIGHT AIRCRAFT ARRIVALS

YELLOW TEMPORARY TAXIWAYCLOSURE MARKER SECUREDTO WITHSTAND JET BLAST.SUPPLY / INSTALL / REMOVE EACHNIGHT SHIFT.REMOVE / REPLACE FORMIDNIGHT AIRCRAFT ARRIVALS

87.0

1A

1

A.T.C.TOWER

22.7

23.0

AIRCRAFT STAND CLOSED (TYP)

POTENTIAL CONTRACTOR'S STAGING AREA 2

CONTRACTOR'S ESCORTEDACCESS ROUTE TO STAGING

AREA. VEHICLES YIELD TOAIRCRAFT AT ALL TIMES.

60.0m SPACING TO RUNWAY 01-19



NTAIR / RCMP / LIGHT AIRCRAFT ACCESS ROUTE

7.0

EX. TAXIWAY EDGE LIGHT(TYP)

EDGE OF RESTRICTED AREA (TYP)ONE ESCORT PER EVERY TEN

CONTRACTOR PERSONNEL

MIN.

6.5m

(TYP

)

PROVIDE COLD MILLED OR PAVED TRANSITION RAMPFOR ANY AREAS NOT PAVED EACH WORK SHIFT ANDFOR LATE ARRIVAL AIRCRAFT. SEE DETAIL DWG C3.0.

INSTALL TO WITHSTAND JET BLAST /REMOVE ORANGE REFLECTIVE

DELINEATORS TO PROTECT PARKEDOVERNIGHT AIRCRAFT (TYP)

SECTION C

MILLING / PAVING WORKCONTRACTOR ACCESSROUTE TO AIRSIDE

CONTRACTOR TO PROVIDE ACCESSCONTROL GUARD FOR ALL TIMESTHE GATE IS UNLOCKED.

CONTRACTOR TO SCHEDULESECTIONS A, B & C WORKS SOTHAT MILLING / PAVING WILL COINCIDEWITH PROVISIONAL CONCRETEPCC TRANSITIONAL RAMPS WORKS.

5

7

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APP

REV

STATUS

DRAWINGPROJECT No.

of

SHEET No.DATE:

OFFICE

CLIENT


C2.1




PLAN OF CONSTRUCTION OPERATIONS

NIGHT TIME WORK

0 25m

Scale: 1:750 @ 22"x34"

NIGHTTIME MILLING PAVING,STORM REHABILITATION

LEGEND:

#

LOW BARRICADES C/W RED LIGHTS

CONTRACTOR VEHICLE ROUTE

AIRCRAFT ROUTE

M M

ORANGE REFLECTIVE DELINEATORS

TEMPORARY 1.8m HIGH SECURE FENCINGC/W RED LIGHTS

WORK SECTION C - NIGHTTIME WORK (21:30* - 05:30):

SCOPE OF WORK:REMOVE EXISTING ASPHALT BY COLD MILLING, NEW ASPHALT PAVING ON APRON I. STORM PIPE REHABILITATIONMANHOLES 1 - 7.OPERATIONAL REQUIREMENTS1. INSTALL LOW BARRIERS AND STEADY BURNING RED LIGHTS ACROSS TAXIWAY C, TAXIWAY D AND SOUTH EDGE OF

APRON. REMOVE AT END OF EACH WORK SHIFT.

2. INSTALL TEMPORARY YELLOW TAXIWAY CLOSURE MARKING AT TAXIWAY C AND TAXIWAY D.3. ALL CONTRACTOR'S PERSONNEL / SUBCONTRACTORS SHALL BE ESCORTED BY THE A.E. FOR ALL WORK ON AIRSIDE.4. CONTRACTOR TO SUPPLY PORTABLE FLOODLIGHTING FOR MILLING / PAVING WORK AS ACCEPTED BY THECONSULTANT.WORK RESTRICTIONS:1. NORMAL AIRCRAFT AND VEHICLE MOVEMENTS ARE OCCURRING SOUTH OF APRON I.

2. DENOTES TWO ARRIVAL FLIGHTS ARE SCHEDULED AT APPROXIMATELY MIDNIGHT EACH NIGHT. CONTRACTOR TOSCHEDULE WORK SECTION AND SHALL MAKE AREA CLEAN AND SWEPT TO ALLOW THESE AIRCRAFT ONTO TWO OF THETHREE AIRCRAFT STANDS 2A - 4 FOR OVERNIGHT PARKING. PROPOSED PHASING OF WORK TO ACCOMMODATEAIRCRAFT ARRIVALS SHALL BE REVIEWED AND APPROVED BY OWNER.3. CONTRACTOR TO CONSTRUCT COLD MILLED TRANSITION RAMP OR PAVED TRANSITION RAMP TO ACCOMMODATELATE ARRIVAL AIRCRAFT AND/OR ANY AREAS NOT PAVED BY END OF WORK SHIFT.4. AIRCRAFT WILL BE PARKED ON APRON I OVERNIGHT. CONTRACTOR TO PLACE ORANGE REFLECTIVE DELINEATORSTO PROTECT / MARK THE TAILS OF PARKED AIRCRAFT DURING WORK HOURS.5. CONTRACTOR MUST CONTROL DUST.6. NO PILES ALLOWED ABOVE EXISTING GRADES.


1. SPECIAL OPERATIONS NOTICE NOTIFYING AIRPORT USERS OF CONSTRUCTION ACTIVITIES ON APRON I.

2. CLOSURE OF TAXIWAY C FOR NIGHT TIME WORK HOURS.3. PARTIAL CLOSURE OF TAXIWAY D, FROM WEST END OF APRON II TO APRON I FOR NIGHT TIME WORK HOURS.4. CLOSURE OF APRON I FOR THE WORK SHIFT IN THIS SECTION.


DRAWING STATUS


REVISIONS

DENOTES AIRCRAFT STAND CLOSED 24 / 7 UNTILSECTION / PHASE IS COMPLETE AND RETURNED TO SERVICE


RESTRICTED AREA

*

*

*

GENERAL REQUIREMENTS:

OPERATIONAL REQUIREMENTS1. CONTRACTOR SHALL CONTROL AND BE RESPONSIBLE FOR CONTRACTOR'S PERSONNEL / SUBCONTRACTORS.

2. ALL CONTRACTOR'S VEHICLES REQUIRED ON AIRSIDE FOR CONSTRUCTION ACTIVITIES SHALL BE EQUIPPEDWITH 360 DEGREE FLASHING AMBER BEACON.3. ALL CONTRACTOR'S PERSONNEL / SUB-CONTRACTORS ARE REQUIRED TO HAVE TEMPORARY RESTRICTEDAREA PASSES WHILE ON AIRSIDE.4. AIRSIDE ESCORT (A.E.) WILL BE PROVIDED BY THE AIRPORT. IT IS THE CONTRACTOR'S RESPONSIBILITY TOCOORDINATE AND SCHEDULE THE A.E. PROVIDE 72 HOURS NOTICE FOR SCHEDULING THE A.E. CONTACT THE PRINCEGEORGE AIRPORT'S SECURITY OFFICE.5. CONTRACTOR SHALL PROVIDE THE ACCESS CONTROL GUARD (ACG). ACG IS REQUIRED FOR ALL TIMES THEAIRSIDE ACCESS GATE IS UNLOCKED. THE PRINCE GEORGE AIRPORT WILL PROVIDE TRAINING FOR THECONTRACTOR'S ACG'S BEFORE CONSTRUCTION COMMENCES.6. CONTRACTOR'S CONSTRUCTION SAFETY SHALL MEET WORKERS COMPENSATION BOARD REGULATIONS ANDADVISE AND PROTECT PERSONNEL FROM NOISE AND POTENTIAL JET BLAST / PROP WASH OF ACTIVE AIRCRAFTOPERATIONS.7. ALL AIRPORT PAVEMENT SURFACES TO BE KEPT CLEAN OF CONSTRUCTION DEBRIS AND FOREIGN OBJECTDEBRIS (F.O.D.) CONTRACTOR IS RESPONSIBLE TO MAINTAIN & PROVIDE CLEAN PAVEMENT SURFACES. MECHANICALVACUUM SWEEPER SHALL BE REQUIRED EACH WORK SHIFT.8. NO SMOKING ALLOWED ON AIRSIDE.9. ALL F.O.D. POTENTIAL ITEMS AND GARBAGE MUST BE CONTAINED TO PREVENT FLYAWAY AND THEN DISPOSEDOFF-SITE AT THE END OF EACH WORK SHIFT.10. CONTRACTOR TO ARRANGE FOR LOCATES, SHUT DOWN AND LOCKOUT ELECTRICAL SYSTEMS PRIOR TO ANYSUBSURFACE WORK WITHIN 5M OF AIRPORT ELECTRICAL INFRASTRUCTURE. CONTRACTOR MUST RECEIVE PRIORAPPROVAL FROM THE AIRPORT IN ORDER TO SHUT DOWN ANY AIRPORT ELECTRICAL FACILITIES. CONTRACTOR MUSTCOORDINATE WITH THE AIRPORTS ELECTRICAL CONTRACTOR IN ORDER TO SCHEDULE ANY ELECTRICAL CIRCUITSHUTDOWNS AND START-UPS THAT MAY AFFECT ANY AIRPORT ELECTRICAL OR COMMUNICATION FACILITIES.11. ANY INTERRUPTION OF ELECTRICAL SYSTEMS OR NAVIGATIONAL AIDS REQUIRES A MINIMUM 72 HOURS PRIORNOTICE AND A SPECIFIC NOTAM.12. READ AND COMPLY WITH THE PCO INCLUDED AS PART OF THE SPECIFICATIONS.

0+050

0+06

3.109

0+09

3.641

0+08

8.803 0+08

7.497

0+04

9.358

0+05

3.852

-0.91

%

-0.56%

-0.30%

-0.065

-0.065

-0.065

-0.065

-0.065

-0.065

-0.065

-0.065

-0.065

-0.065

-0.065

-0.065

-0.065

-0.065

-0.065

-0.065

-0.065

-0.065

-0.065

-0.065

-0.065

-0.065

-0.065

-0.065

-0.065

-0.065

-0.065

-0.065

-0.065

-0.060

-0.031

-0.051

-0.065

-0.065

-0.065

-0.062

-0.041

-0.032

-0.055

-0.065

-0.065

-0.051

-0.026

-0.038

-0.054

-0.065

-0.065

-0.041

-0.028

-0.022

-0.039

-0.065

-0.065

-0.062

-0.046

-0.053

-0.065

-0.065

-0.065

-0.065

-0.065

-0.060

-0.065

-0.065

-0.043

-0.065

-0.065

-0.065

-0.84%

-0.94%

-1.00%

-1.24%

-0.92

%

-1.00%

-1.00

%

-1.01

%

2.0(TYP)

5.0(TYP)

-0.065

VARIABLE DEPTH MILLING LIMIT

STN.

0+05

0

STN.

0+09

5

-0.98

%-0.065

-0.065

-0.065

-0.065

-0.065

-0.065

-0.065

-0.065

-0.065

-0.060

-0.059

HIGH POINT

MH 3

0+0000+0500+1000+1500+2000+2500+270

0+00

0.000

0+27

0.024

0+01

3.621

0+26

6.988

0+22

0.939

0+24

7.172

0+15

1.588

0+15

7.121

0+06

3.109

0+09

3.641

0+08

8.803

0+15

2.962

0+21

6.528

0+14

7.151

0+21

0.078

0+21

5.144

0+08

7.497

0+04

9.358

0+05

3.852

APRON I

APRON IV

APRON II

TAXI

WAY

C

NORTHERNTHUNDERBIRD

PROVISIONAL WORKHMAC CRACK TREATMENT FOR

SELECTED EX. HMAC CRACKS (TYP).ACTUAL LOCATIONS TO BE

DETERMINED BY CONSULTANT.(SEE DETAIL '2' THIS DRAWING)

EX. PCC PANELS

65mm DEPTH HMAC COLDMILL AND PAVE

680.0

-0.68% -0.

62%

-0.86

%

-1.06

%

-0.77%

679.01

2678

.405

678.44

6

678.55

4

678.74

8

677.83

1

678.03

6

677.79

2678

.500

678.26

0

679.93

4

679.53

9679

.329

679.22

6679

.167

679.325678

.262

678.56

9

678.99

6

679.533

678.24

8

678.38

7

MH 1EX. CONC. RIMEL. 678.248

MATCH EX. PCCPANELS (TYP)

SAWCUT INTO 2015 REHABILITATION WORKS,CLEAN EDGE AND TACK PRIOR TO PAVING (TYP)

EX. 2015 HMAC REHABILITATION EDGE (TYP)

PROVISIONAL WORK19 NEW PCC PANELSSEE DWG C7.0

HIGH POINT

ASPHALT SWALEASPHALT SWALE

0.100 (TYP)

HIGHEST POINT OFCONC. MH CORNEREL. 679.173

679.31

1

EX. CONTOURS (TYP)

30.22

2

87.464

117.6

10

EX. MANHOLENOT SURVEYED

35.044

151.490

-1.00%

-1.70%

-1.50%

-1.72%

-1.66%

-1.20%

-0.98%

-0.72% -0.82%

-1.06%

-0.38% -0.86%

-0.91

%

-0.56%

-1.45%

-1.09%

-0.67%-1.01% -0.65% -0.30%

678.0

678.05

0

678.24

3

678.30

3

678.34

0

678.64

6

678.998 678.998678.582 678.582

678.267678.267

678.34

0

-0.84%

-0.94%-1.00%

-1.24%

-0.92

%-1.00%

-1.00

%

-1.01

%

VARIABLE DEPTH MILLING TOINCREASE SLOPES TO MH 3.

SEE INSET

-0.98

%

678.5

679.0679.5

HIGHEST POINT OFCONC. MH 5 CORNER

EL. 678.998

HIGHEST POINT OFCONC. MH 4 CORNER

EL. 678.582 HIGHEST POINT OFCONC. MH 3 CORNER

EL. 678.267

MILLING DEPTH LESS THAN65mm TO ACCOMMODATE 65mm

THICKNESS OF NEW HMAC TOTOP OF CONC. MH


THICKNESS OF NEW HMAC TOTOP OF CONC. MH

-0.72%

EX. CONCRETE LOAD TRANSFERRAMP UNDER HMAC (TYP)

MIN.

6.5m

PROVIDE COLD MILLED OR PAVED TRANSITION RAMPFOR ANY AREAS NOT PAVED EACH WORK SHIFT ANDFOR LATE ARRIVAL AIRCRAFT. SEE DETAIL '1' THIS DWG.

COLD MILL / PAVE BETWEEN SECTIONS'B' AND 'C' TO PROVIDE 0.050m OVERLAP

COLD MILLING / PAVING NOT REQUIREDIF PROVISIONAL WORK FOR NEW PCC PANELS

IS AWARDED BY CHANGE ORDER.(APPROX. 756m²)

MH 2

SEE DWG C4.0 FORALIGNMENT

GEOMETRY TABLE

SWALE ALIGNMENT PROFILE

677

678

680

682

677

678

680

682

0+020

677.8

967

7.893

0+040

678.1

167

8.107

0+060

678.2

967

8.289

0+08067

8.26

678.2

560+100

678.3

067

8.298

0+120

678.3

867

8.383

0+140

678.4

967

8.492

0+160

678.6

367

8.633

0+180

678.7

667

8.765

0+200

678.9

067

8.896

0+220

679.0

467

9.045

0+240

679.2

567

9.251

0+260

679.4

6

0+01

3.621

677

.826

0+04

9.358

678

.205

0+05

3.852

678

.245

0+06

3.109

678

.340

0+08

7.497

678

.267

0+08

8.803

678

.267

0+09

3.641

678

.282

0+14

7.151

678

.544

0+15

1.588

678

.582

0+15

2.962

678

.582

0+15

7.121

678

.616

0+21

0.078

678

.963

0+21

5.144

678

.998

0+21

6.528

678

.998

0+22

0.939

679

.064

0+24

7.172

679

.325

26.23265mm MILLING DEPTH

4.4125.066


4.1594.437


4.837

24.388 9.257 40.23165mm MILLING DEPTH

HIGH

POI

NT

10.8629.970

39.790MILLING DEPTH LESS THAN65mm TO ACCOMMODATE 65mm

THICKNESS OF NEW HMAC TOTOP OF CONC. MH 5


THICKNESS OF NEW HMAC TOTOP OF CONC. MH 4

MILLING DEPTH LESS THAN 65mmTO ACCOMMODATE 65mm THICKNESS

OF NEW HMAC AND INCREASE SLOPES TO MH 3.

MH 3

0

V 1:50 (metres)

5 10 15 20 25mH 1:500 (metres)

0 0.5 1 1.5 2 2.5m

-0.77% -0.55% -0.45% -0.29% -0.24%-0.24% -0.45%-0.67%-0.83%-0.85%-0.81%-0.74%

-0.65%-0.76%-0.54%-0.66%-0.69%-1.49%

-0.96%-1.16% -0.82% -1.05%

-0.31% 0.30% -1.03% -0.67% -1.00% -0.84% -1.06% -0.99% -1.18% -0.99%

0+000

1.0

0.0500.0

65

COLD MILL ALONG EXISTINGASPHALT CRACKS, SWEEP,CLEAN, TACK AND PAVEWITH NEW HMAC.

EX. HMAC SURFACE

HMAC AFTER 65mmMILLING

2-

HMAC CRACK TREATMENT DETAILN.T.S.

LIMIT

OF

HMAC

OVE

RLAY

OR E

XIST

ING

SURF

ACE

NOTE:LONGITUDINAL SLOPE OF TEMPORARY RAMP SHALL NOT EXCEED 1.0%MEASURED WITH REFERENCE TO THE HIGHER SURFACE

1-

TEMPORARY TRANSVERSE TRANSITION RAMPN.T.S.

MILLED SURFACEIF RAMP ISNEW HMAC

6.5m MIN. TRANSITION RAMP 65mm

NO TACK IF RAMP IS NEW HMACTO BE REMOVED LATER

1.0m TACK

K:\704-T

RN

.A

IR

P03038 - Y

XS

P

RIN

CE

G

EO

RG

E\D

esig

n\T

RN

-A

IR

P03038 Y

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C

3.0-G

RA

DIN

G.d

wg

[C

3.0

] M

ay 24, 2016 - 2:09:09 p

m (B

Y: R

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KI, M

IK

E)

DES

DWN

CKD

APP

REV

STATUS

DRAWINGPROJECT No.

of

SHEET No.DATE:

OFFICE

CLIENT


C3.0




MILLING / PAVING GRADING PLAN

0 25m

Scale: 1:500 @ 22"x34"

OPTIONAL WORK - NEW PCC PANELS

MILL / PAVE HMAC

LEGEND:

0 10m

Scale: 1:200 @ 22"x34"

MILLING DEPTHS INSET


DRAWING STATUS


REVISIONS

678.40

5678

.050

DESIGN SPOT ELEVATION

EXISTING SPOT ELEVATION


MANHOLE

0+230.000

676

678

680

682

676

678

680

682

0 10 20 30 40 50 600-10-20-30-40-50-60

OFF:

0.00m

ELE

V:67

9.153

OFF:

7.86m

R E

LEV:

679.2

40

OFF:

15.74

m R

ELE

V:67

9.329

OFF:

23.53

m R

ELE

V:67

9.405

OFF:

31.18

m R

ELE

V:67

9.491

OFF:

39.07

m R

ELE

V:67

9.576

OFF:

43.05

m R

ELE

V:67

9.625

OFF:

47.29

m R

ELE

V:67

9.688

OFF:

52.09

m R

ELE

V:67

9.756

OFF:

54.21

m R

ELE

V:67

9.787

OFF:

0.00m

ELE

V:67

9.153

OFF:

-4.67

m L

ELEV

:679.1

71

OFF:

-8.70

m L

ELEV

:679.1

77

OFF:

-14.9

1m L

ELE

V:67

9.187

OFF:

-18.9

6m L

ELE

V:67

9.194

OFF:

-26.0

6m L

ELE

V:67

9.221

OFF:

-29.0

7m L

ELE

V:67

9.215

OFF:

-34.4

9m L

ELE

V:67

9.174

OFF:

-37.7

1m L

ELE

V:67

9.189

OFF:

-42.3

3m L

ELE

V:67

9.200

OFF:

-47.5

8m L

ELE

V:67

9.197

OFF:

-52.7

7m L

ELE

V:67

9.205

OFF:

-58.6

7m L

ELE

V:67

9.245

OFF:

-62.4

2m L

ELE

V:67

9.276

OFF:

-63.3

3m L

ELE

V:67

9.287

1.24%0.83% 0.68% -0.03%0.37% -0.04% 0.02%0.38% 0.48% -0.76% -0.20% 0.38% 0.22%0.15% 0.13% 0.22% 0.16% 0.41%0.34%0.86%0.75% 1.28% 1.19% 1.10% 1.11% 0.92% 0.85% 1.26% 1.30% 0.97% 1.09%1.58%1.36%1.54%1.48%1.38%1.36%1.57%

0+040.000

676

678

680

682

676

678

680

682

0 10 20 30 40 50 600-10-20-30-40-50-60

OFF:

0.00m

ELE

V:67

8.107

OFF:

7.10m

R E

LEV:

678.1

54

OFF:

13.02

m R

ELE

V:67

8.208

OFF:

16.09

m R

ELE

V:67

8.230

OFF:

20.51

m R

ELE

V:67

8.258

OFF:

22.61

m R

ELE

V:67

8.281

OFF:

0.00m

ELE

V:67

8.107

OFF:

-3.51

m L

ELEV

:678.1

12

OFF:

-10.7

2m L

ELE

V:67

8.204

OFF:

-14.3

4m L

ELE

V:67

8.245

OFF:

-17.9

2m L

ELE

V:67

8.296

OFF:

-22.8

1m L

ELE

V:67

8.351

OFF:

-27.1

9m L

ELE

V:67

8.419

OFF:

-31.2

6m L

ELE

V:67

8.458

OFF:

-36.2

6m L

ELE

V:67

8.505

OFF:

-39.4

4m L

ELE

V:67

8.541

OFF:

-44.6

8m L

ELE

V:67

8.592

OFF:

-48.0

5m L

ELE

V:67

8.638

OFF:

-52.6

6m L

ELE

V:67

8.680

OFF:

-55.7

4m L

ELE

V:67

8.684

OFF:

-55.9

7m L

ELE

V:67

8.685

0.06%0.11% 0.95% 1.69%1.22%0.87% 1.12% 1.11% 0.90%1.11%0.94% 1.57% 1.13% 1.66% 1.16%1.10% 1.48% 0.81%0.13%0.18%-0.18% 0.90% 0.91% 0.66%0.58%0.71%1.17%

EDGE

OF

NEW

PCC

EDGE

OF

NEW

PCC

OFF:

-52.3

4mL E

LEV:

678.6

77

OFF:

-5.96

mL E

LEV:

678.1

34

0+063.109

676

678

680

682

676

678

680

682

0 10 20 30 40 50 600-10-20-30-40-50-60

OFF:

0.00m

ELE

V:67

8.340

OFF:

3.49m

R E

LEV:

678.3

18

OFF:

7.30m

R E

LEV:

678.3

15

OFF:

11.36

m R

ELE

V:67

8.332

OFF:

14.79

m R

ELE

V:67

8.338

OFF:

18.07

m R

ELE

V:67

8.354

OFF:

21.55

m R

ELE

V:67

8.376

OFF:

23.17

m R

ELE

V:67

8.394

OFF:

0.00m

ELE

V:67

8.340

OFF:

-4.65

m L

ELEV

:678.3

17

OFF:

-11.3

8m L

ELE

V:67

8.378

OFF:

-17.0

9m L

ELE

V:67

8.430

OFF:

-17.5

5m L

ELE

V:67

8.426

0.94% 0.83% 0.91% -0.50% -0.92%-0.31%-0.32%0.58%0.14%0.49%0.07%0.23% 0.49% 0.64%1.36%

HIGH

POI

NT

EDGE

OF

EX. P

CC

0+152.275

676

678

680

682

676

678

680

682

0 10 20 30 40 50 600-10-20-30-40-50-60

OFF:

0.00m

ELE

V:67

8.582

OFF:

3.07m

R E

LEV:

678.6

02

OFF:

10.33

m R

ELE

V:67

8.664

OFF:

18.28

m R

ELE

V:67

8.719

OFF:

22.41

m R

ELE

V:67

8.746

OFF:

26.59

m R

ELE

V:67

8.771

OFF:

33.08

m R

ELE

V:67

8.801

OFF:

40.61

m R

ELE

V:67

8.840

OFF:

43.86

m R

ELE

V:67

8.850

OFF:

48.31

m R

ELE

V:67

8.864

OFF:

53.39

m R

ELE

V:67

8.856

OFF:

53.91

m R

ELE

V:67

8.855

OFF:

0.00m

ELE

V:67

8.582

OFF:

-3.57

m L

ELEV

:678.5

97

OFF:

-7.45

m L

ELEV

:678.6

13

OFF:

-11.2

6m L

ELE

V:67

8.628

OFF:

-17.1

7m L

ELE

V:67

8.654

OFF:

-17.1

8m L

ELE

V:67

8.654

0.45% 0.42% 0.39% 0.40% 0.62% 0.90% 1.23% 0.68% 0.73% 0.68% 0.70%0.59% 0.59% 0.52% 0.45% 0.39% 0.59% 0.30% 0.32% -0.17%

EDGE

OF

EX. P

CC

K:\704-T

RN

.A

IR

P03038 - Y

XS

P

RIN

CE

G

EO

RG

E\D

esig

n\T

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-A

IR

P03038 Y

XS

C

4.0-S

EC

TIO

NS

.d

wg

[C

4.0

] M

ay 24, 2016 - 3:21:20 p

m (B

Y: R

UD

NIS

KI, M

IK

E)

DES

DWN

CKD

APP

REV

STATUS

DRAWINGPROJECT No.

of

SHEET No.DATE:

OFFICE

CLIENT


C4.0




CROSS SECTIONS

0 25

Vertical Scale 1:50 (meters)

5 10 15 20

0 2.50.5 1 1.5 2

Horizontal Scale 1:500 (meters)


DRAWING STATUS


REVISIONS

SEE DWG C3.0 FOR CHAINAGE PROFILE

BASELINE ALIGNMENT GEOMETRY TABLE


N

E

W

F

E

C

7

3

A

4 3

1

1A

2A

5

6

2

D

H

8

-

4

A

3

2

0

A

3

1

9

B

7

3

77

0

06

0

0

B

7

3

7

8

0

0

B

7

2

7

2

0

0

B1900

B

7

3

7

8

0

0

B

7

3

77

0

0

6

0

0

A

3

2

0

A

3

1

9

D

H

8

-

4

C

R

J

D

H

8

-

4

D

H

8

-

1

D

H

8

-

2

D

H

8

-

3

B

7

6

7

-

2

0

0

B

7

5

7

-

2

0

0

B1900

B1900

B7

37

80

0

B727

20

0

D

H

8

-

1

D

H

8

-

2

D

H

8

-

3

D

H

8

-

4

C

R

J

APRON I

APRON IV

A.T.B.

APRON II

TAXI

WAY

C

MH 1

MH 2

MH 3MH 4MH 5MH 6

MH 7MH 8

NORTHERNTHUNDERBIRD

PRESSURE GROUT ALL LEAKING JOINTSAND CIRCUMFERENTIAL CRACKS.TEST AND SEAL ALL JOINTS.

PRESSURE GROUT ALL LEAKING JOINTSAND CIRCUMFERENTIAL CRACKS.TEST AND SEAL ALL JOINTS.

PRESSURE GROUT CIRCUMFERENTIAL CRACKS.TEST AND SEAL ALL JOINTS.PRESSSURE GROUT ALL LEAKING JOINTS

AND SECTIONAL POINT REPAIR ONLONGITUDINAL CRACKS. TEST AND SEAL

ALL JOINTS.

APPROX. 59.823m

APPROX. 63.564m APPROX. 64.140m

APPROX. 22.632m

APPROX. 60.626m

K:\704-T

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[C

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ay 25, 2016 - 6:58:43 am

(B

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APP

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STATUS

DRAWINGPROJECT No.

of

SHEET No.DATE:

OFFICE

CLIENT


C5.0




STORM PIPE REHABILITATION PLAN

0 25m

Scale: 1:500 @ 22"x34"

1. PROTECT / PREVENT SUSPENDED PARTICLES / DELETERIOUS SUBSTANCESFROM ENTERING THE STORM SEWER SYSTEM.

NOTES:


DRAWING STATUS


REVISIONS


--

AIRSIDE VEHICLE CORRIDOR PAINT MARKING DETAIL1:250

7.5 (TYP) 4.5 (TYP) 150mm WIDE WHITE PAINT

7.5

3

A

4 3

2A

B

7

3

7

8

0

0

B

7

3

7 7

0

0

6

0

0

A

3

2

0

A

3

1

9

D

H

8

-

4

C

R

J

D

H

8

-

4

D

H

8

-

1

D

H

8

-

2

D

H

8

-

3

B

7

6

7

-

2

0

0

B

7

5

7

-

2

0

0

D

H

8

-

1

D

H

8

-

2

D

H

8

-

3

D

H

8

-

4

C

R

J

N

E

W

F

E

C

5

6

7

1A

1

2 A

3

2

0

A

3

1

9

B

7

3

7

7

0

0

6

0

0

B

7

3

7

8

0

0

B1900

B1900

B1900

B7

37

800

APRON I

APRON IV

A.T.B.

APRON II

TAXI

WAY

C

NORTHERNTHUNDERBIRD

EXISTING PCC PANELS

NEW VEHICLE CORRIDOR PAINT MARKINGSSEE DETAIL THIS DRAWING

NEW 150mm WIDE WHITEPASSENGER WALKWAY MARKINGS

NEW 150MM WIDE WHITEPASSENGER WALKWAY MARKINGS

NEW OP-STAND TRIANGLE / TEXTMARKINGS TO MATCH EX. MARKINGSSEE DETAIL THIS DRAWING

R11.250 R11.250

R15.000R15.0

00

R11.250R15.0

00

R11.250R15.000

R11.250R15.000 8.5284.8

45

6.7105.946 R18.750

70.654

3.496

47.271

152.22712

.736

9.646

2.0

2.0

1

2

34

5

6

7

8

9

10

11

12

13

14

1516

17

18

19

20 21

2223

24

25

2627

28

29

30 31

32

33

34 35

36

37

38

39

40

4142

4344

4546

474849

5051

5253

54

5556

57

MATCH NEW PAINT TOEX. PAINT MARKINGS

MATCH NEW PAINT TOEX. PAINT MARKINGS MATCH NEW PAINT TO

EX. PAINT MARKINGS MATCH NEW PAINT TOEX. PAINT MARKINGS

SEE PAINT LAYOUT COORDINATE TABLEFOR STOP BAR TEXT

26.00

0

5859

--

OP-STAND DESIGNATOR MARKING1:200

TOP POINT OFTRIANGLE

APPROX. 3.0

MATCH EX. DIMENSIONS

150mm WIDE YELLOW

APPR

OX. 2

.0

--

STOP BAR DETAIL1:150

NOTE:APPLY GLASS BEADSIN YELLOW PAINT.

1.500

0.300

0.1500.200

YELLOW STOP BAR

YELLOW LEAD-INLINE C/W BLACKOUTLINE

YELLOW TEXT ONBLACK BACKGROUND.

TEXT FACES PILOT.(SEE TABLE FOR TEXT)

0.1 (TYP

)

0.3 (TYP

)

MATCH EXISTING

PAINT LAYOUT COORDINATE TABLE

POINT #

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

NORTHING

5973819.170

5973817.475

5973785.752

5973781.687

5973778.707

5973779.909

5973779.035

5973769.902

5973632.883

5973632.000

5973616.826

5973628.412

5973627.554

5973612.265

5973656.558

5973655.047

5973642.120

5973643.000

5973588.575

5973592.226

5973613.366

5973614.385

5973593.955

5973590.720

5973600.613

5973604.723

5973605.743

5973604.696

5973644.720

5973638.509

EASTING

521641.453

521641.893

521650.129

521651.184

521651.958

521660.521

521662.004

521677.509

521563.602

521565.105

521590.925

521530.467

521531.917

521557.745

521503.376

521502.496

521494.959

521486.102

521577.809

521591.950

521604.307

521602.586

521590.643

521578.114

521561.444

521560.398

521558.678

521554.564

521487.122

521542.769

DESCRIPTION / TEXT

OS 1-TRIANGLE BASE

OS 1-LEAD-IN LINE

OS 1-STOP BAR

OS 1-STOP BAR

OS 1-STOP BAR

OS 1A-TRIANGLE BASE

OS 1A-LEAD-IN LINE

OS 1A-STOP BAR

OS 5-TRIANGLE BASE

OS 5-LEAD-IN LINE

OS 5-STOP BAR

OS 6-TRIANGLE BASE

OS 6-LEAD-IN LINE

OS 6-STOP BAR

OS 7-TRIANGLE BASE

OS 7-LEAD-IN LINE

OS 7-STOP BAR

WALKWAY

WALKWAY

WALKWAY

WALKWAY

WALKWAY

WALKWAY

WALKWAY

WALKWAY

WALKWAY

WALKWAY

WALKWAY

WALKWAY

VEHICLE CORRIDOR

PAINT LAYOUT COORDINATE TABLE

POINT #

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

NORTHING

5973769.682

5973775.391

5973778.224

5973782.913

5973791.975

5973783.723

5973786.556

5973775.426

5973774.449

5973755.937

5973773.951

5973767.114

5973767.980

5973756.850

5973762.559

5973701.677

5973695.968

5973685.634

5973679.043

5973680.253

5973669.699

5973675.408

5973634.674

5973771.375

5973775.403

5973775.807

5973769.957

5973762.587

5973764.341

EASTING

521620.012

521610.318

521621.206

521619.986

521625.377

521627.525

521638.412

521636.774

521643.412

521640.704

521645.746

521641.737

521635.854

521634.215

521624.521

521588.670

521598.364

521593.918

521590.070

521586.790

521582.895

521573.201

521549.214

521657.945

521656.901

521658.862

521660.378

521640.451

521639.979

DESCRIPTION / TEXT

VEHICLE CORRIDOR

RADIUS CENTRE

VEHICLE CORRIDOR

VEHICLE CORRIDOR

VEHICLE CORRIDOR

VEHICLE CORRIDOR

RADIUS CENTRE

VEHICLE CORRIDOR

VEHICLE CORRIDOR

RADIUS CENTRE

VEHICLE CORRIDOR

VEHICLE CORRIDOR

VEHICLE CORRIDOR

RADIUS CENTRE

VEHICLE CORRIDOR

VEHICLE CORRIDOR

RADIUS CENTRE

VEHICLE CORRIDOR

VEHICLE CORRIDOR

VEHICLE CORRIDOR

RADIUS CENTRE

VEHICLE CORRIDOR

VEHICLE CORRIDOR

WALKWAY

WALKWAY

WALKWAY

WALKWAY

OS 2-TRIANGLE BASE

OS 2-LEAD-IN LINE

STOP BAR TEXT

POINT #

4

5

8

11

LEFT SIDE

B737600700

B737800

B1900

B1900

RIGHT SIDE

A320A319

DH8-4

14 B1900

17 B737800

K:\704-T

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6.0-P

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T.d

wg

[C

6.0] M

ay 24, 2016 - 3:06:55 p

m (B

Y: R

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KI, M

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DES

DWN

CKD

APP

REV

STATUS

DRAWINGPROJECT No.

of

SHEET No.DATE:

OFFICE

CLIENT


C6.0




PERMANENT PAINT MARKING PLAN

0 25m

Scale: 1:500 @ 22"x34"

NOTES:

1. ALL COORDINATES DENOTE CENTRE OF PAINT.


DRAWING STATUS


REVISIONS


7

3

A

4 3

1

1A

2A

5

6

2

D

H

8

-

4

A

3

2

0

A

3

1

9

B

7

3

7

7

0

0

6

0

0

B

7

3

7

8

0

0

B

7

2

7

2

0

0

B1900

B

7

3

7

8

0

0

B

7

3

7 7

0

0

6

0

0

A

3

2

0

A

3

1

9

D

H

8

-

4

C

R

J

D

H

8

-

4

D

H

8

-

1

D

H

8

-

2

D

H

8

-

3

B

7

6

7

-

2

0

0

B

7

5

7

-

2

0

0

B1900

B1900

B7

37

800

B7

27

20

0

D

H

8

-

1

D

H

8

-

2

D

H

8

-

3

D

H

8

-

4

C

R

J

N

E

W

F

E

C

APRON I

APRON IV

A.T.B.

APRON II

TAXI

WAY

C

NORTHERNTHUNDERBIRD

EXISTING PCC PANELS

TEMPORARY 150mm WIDE YELLOWLEAD-IN PAINT MARKINGS (TYP)

1

23

4

5

6

7

8

9

10

1112

13

1415

16 17

1819

20

21

22 23

R20.000

R20.000

R20.000

48.068 17.867

14.40

2

11.123

10.778

29.94

2

13.781

17.822

ERADICATE PAINT ON NON-REHABILITATED ASPHALTAT COMPLETION OF 'SECTION B' PAVING.SEE PCO DRAWINGS.

R20.000

R20.000

R20.000

R17.144

TEMPORARY PAINT LAYOUT COORDINATE TABLE

POINT #

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

NORTHING

5973808.330

5973793.021

5973775.833

5973780.756

5973770.310

5973759.530

5973754.606

5973738.672

5973722.737

5973732.753

5973717.287

5973675.851

5973665.811

5973650.766

5973707.247

5973692.253

5973751.841

5973773.937

5973759.201

5973802.953

5973798.029

5973813.352

5973825.123

EASTING

521574.874

521600.607

521590.381

521609.766

521612.419

521615.157

521595.772

521607.859

521619.946

521602.634

521593.686

521569.321

521586.639

521573.461

521611.004

521597.768

521632.805

521629.186

521620.425

521624.763

521605.379

521607.679

521614.844

DESCRIPTION

TEMP LINE

TEMP LINE

RADIUS CENTRE

TEMP LINE

TEMP LINE

TEMP LINE

RADIUS CENTRE

TEMP LINE

RADIUS CENTRE

TEMP LINE

TEMP LINE

TEMP LINE

RADIUS CENTRE

TEMP LINE

RADIUS CENTRE

TEMP LINE

TEMP LINE

RADIUS CENTRE

TEMP LINE

RADIUS CENTRE

TEMP LINE

TEMP LINE

TEMP LINE

K:\704-T

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[C

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ay 24, 2016 - 3:08:00 p

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Y: R

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DWN

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APP

REV

STATUS

DRAWINGPROJECT No.

of

SHEET No.DATE:

OFFICE

CLIENT


C6.1




TEMPORARY PAINT MARKING PLAN

0 25m


DRAWING STATUS


REVISIONS


APRON I

-0.56%

678.40

5

678.44

6

678.55

4

678.74

8

677.83

1

678.24

8

678.38

7

A B C

D E F

G H I

J K

L M

N O

P Q

R S

6.000 6.000 6.000

6.000

6.000

5.000

5.000

6.094

6.094

6.101

6.101

6.000 6.000

678.68

4

678.62

1

1.000

1.000

1.000

1.000

NEW 1.0M CONCRETE TRANSITION RAMP (TYP).SEE DETAIL 'E' DWG C8.0

CONSTRUCT NEW PCC PANELS.SEE DETAIL THIS DWG AND DWG C8.0.

(TYP)

SAWCUT AND JOINT SEALPCC / HMAC JOINTS (TYP).SEE DETAIL 'F' DWG C8.0

SAWCUT EX. HMAC FULL DEPTHTO PROVIDE CLEAN JOINT ANDEXCAVATE GRAVELS (TYP).SEE DETAIL 'E' DWG C8.0.

REMOVE EX. HMAC AND DISPOSE OFF SITE.EXCAVATE / SALVAGE EX. GRAVELS ANDSTOCKPILE ON-SITE FOR FUTURE USEBY OWNER. SEE COVER PAGE FORDISPOSAL SITE.

REMOVE EX. HMAC AND DISPOSE OFF SITE.EXCAVATE / SALVAGE EX. GRAVELS FOR RE-USEAS ACCEPTED BY CONSULTANT.

SAWCUT FULL DEPTH ANDPROTECT EXISTING PANELS AND

REMOVE EX. HMAC AND PCCFULL DEPTH (TYP)

678.5

0.900

APPR

OX.

0.900APPROX.

APPROX. EDGE OF EX. PCCLOAD TRANSFER RAMP

UNDER HMAC.

NEW 25mm CERAMAR EXPANSION BOARDAT EX. PCC / NEW PCC JOINT

678.30

3

678.34

0

678.38

2

678.32

4678

.275

678.22

3

678.13

7

678.19

1

678.24

9

678.32

6

678.24

3678

.172

678.11

1678

.050

678.64

6

678.70

5

678.64

5678

.597

678.52

9

678.57

8

678.51

3678

.468

678.48

7678

.408

678.45

3

TYPICAL LONGITUDINAL JOINT.SEE DETAIL 'C' DWG C8.0.

TYPICAL TRANSVERSE PCC JOINTSEE DETAIL 'D' DWG C8.0

SAWCUT AND JOINT SEALPCC / PCC JOINTS (TYP).SEE DETAIL 'F' DWG C8.0

A-

A-

ALIGN NEW TRANSVERSE JOINTWITH EX. JOINT (TYP)

APPR

OXIM

ATE

E

XIST

ING

JO

INT

S

PACI

NGS

EXISTING 350mm THICK PCC PANELS







B-

B-

SEE DETAIL 'C'

SEE DETAIL 'D'

MATCH EX. JOINT SPACING(TYP)

--

SECTION 'A'N.T.S.

EX. APPROX. 215mm HMAC

EX. APPROX. 310mmGRANULAR BASE

EX. APPROX. 720mm GRANULAR SUBBASE

EX. 300mm PCC

EX. APPROX. MIN.150mmGRANULAR BASE UNDER PCC

EX.250mm

PCC

EX. 50-60mm HMAC

--

SECTION 'B'N.T.S.


EX. APPROX. 310mmGRANULAR BASE

EX. APPROX. 720mm GRANULAR SUBBASE

EX. 350mm PCC

EX. APPROX.100mm HMACEX. APPROX.170mm PCCEX. APPROX.50mm R.A.P.

EX. APPROX. MIN.150mmGRANULAR BASE UNDER PCC

K:\704-T

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[C

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ay 25, 2016 - 8:06:15 am

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STATUS

DRAWINGPROJECT No.

of

SHEET No.DATE:

OFFICE

CLIENT


C7.0




CONCRETE PANELS PLAN

(PROVISIONAL WORK)

0 5m

Scale: 1:150 @ 22"x34"

PROVISIONAL WORK - NEW PCC PANELS

MILL / PAVE HMAC

LEGEND:

DETAIL 'C' - 6.100 & 5.000m LONGITUDINAL JOINT DOWEL SPACINGN.T.S.

LONG

ITUD

INAL

JOIN

T

EX. J

OINT

APP

ROX.

5000

EX. J

OINT

APP

ROX.

6100

TRANSVERSEJOINT

PCC TRANSVERSE JOINT

NEW PCC PANEL350mm THICK


380m

m DO

WEL

SPA

CING

380m

m DO

WEL

SPA

CING

6000 (TYP)

220m

mNE

W D

OWEL

S AT

380m

m SP

ACIN

GEX

. PCC

PAN

ELS

- FEM

ALE

KEYW

AY

15 S

PACE

S (1

6 DOW

ELS)

12 S

PACE

S (1

3 DOW

ELS)

EXISTINGPCC

PANELS

200m

m

EX. P

CC P

ANEL

S - F

EMAL

E KE

YWAY

NEW

DOW

ELS

AT 38

0mm

SPAC

ING

200m

m

NEW EPOXY COATED SMOOTHSTEEL DOWELS (OWNER SUPPLIED)

PCC CONSTRUCTION JOINT

PCC LONGITUDINAL JOINT

NEW DOWEL BASKETS C/WEPOXY COATED SMOOTH STEEL DOWELS

(OWNER SUPPLIED)


DRAWING STATUS


REVISIONS

678.40

5678

.050

DESIGN SPOT ELEVATION

EXISTING SPOT ELEVATION

220m

m

DETAIL 'D' - 6.000 TRANSVERSE / LONGITUDINAL JOINT DOWEL SPACINGN.T.S.

LONG

ITUD

INAL

JOIN

T

LONG

ITUD

INAL

JOIN

T

NEW

JOIN

T 60

00 15

SPA

CES

(16 D

OWEL

S)

TRANSVERSEJOINT

TRANSVERSEJOINT

NEW JOINT 6000 380mm SPACING, 13 SPACES (14 DOWELS)

200m

m20

0mm

530mm


NEW EPOXY COATED SMOOTHSTEEL DOWELS (OWNER SUPPLIED)

PCC CONSTRUCTION JOINT

PCC LONGITUDINAL JOINT

PCC TRANSVERSE JOINT

NEW DOWEL BASKETS C/WEPOXY COATED SMOOTH STEEL DOWELS

(OWNER SUPPLIED)

275mm


ALL DOWELS, BASKETSAND TIE BARS SUPPLIED

BY OWNER

330m

m 380m

m

330m

m

380m

m

38mm

75mm175

GENERAL NOTES:

ALL DIMENSIONS IN mm. AND ±3mm UNLESS NOTED OTHERWISEWIRE-CARBON STEEL PER ASTM A-310 GR. 1005 ALL WIRE INTERSECTIONS TO BE RESISTANCE WELDED.WIRE TENSILE STRENGTH IS TO BE 415 MPa MIN.DOWELS ARE TO BE PARALLEL TO EACH OTHER ±3mm AND PARALLEL TO THE ADJACENT SURFACE ±3mm

KEYNOTES:1. EPOXY COATED DOWEL RESISTANCE WELD ALTERNATING END OF DOWELS TO BASKET ASSEMBLY.2. #3 GA. (5.5mm DIA.) WIRE3. #7 GA. (4.5mm DIA.) WIRE, SPACER WIRE CUT @ CENTRELINE AFTER FASTENING ASSEMBLY TO GBC4. BASKET ASSEMBLY TO BE SECURELY FASTENED TO GBC5. PROVIDE 4mm CLEAR AROUND DOWEL TO ENSURE EASE OF ASSEMBLY IN THE FIELD6. BASKET SHALL BE 1140mm IN LENGTH (TOTAL) c/w 3 DOWEL PER BASKET.

175

DOWELS AND BASKETS ARE OWNER SUPPLIED.DETAIL INCLUDED FOR INFORMATION ONLY

DOWEL BASKET DETAILN.T.S.

AC7.0

380mm(TYP) 190mm(TYP)

END OF 1140mm BASKETNEW 350mm THICK PCC PANEL

JOINT DETAILN.T.S.

NOTES:ALL DIMENSIONS ARE IN mmUNLESS OTHERWISE NOTED

KEYNOTES:1. SAWCUT NEW JOINT TO BE DONE ONE CUT WHICH INCLUDES THE 6x6 CHAMFER. SEAL WITH CRAFCO ROADSAVER SILICONE SL JOINT SEAL AS PER SEALANT MANUFACTURERS SPECIFICATIONS.2. DIAMETER AND LENGTH OF DRILL HOLE FOR EPOXY

COATED SMOOTH DOWELS AS RECOMMENDED BY EPOXYMANUFACTURER. ENSURE NO VOIDS.

3. 30mm∅ x 510mm LONG @ 380 o.c. EPOXY COATED SMOOTHDOWEL BAR. PAINT EXPOSED STEEL WITH EPOXY.GREASE FREE END OF SMOOTH DOWEL PRIOR TOPLACING NEW CONCRETE.

4. PROTECT EX.PCC PANEL EDGES / KEYWAY DURINGREMOVALS OF UNDERLYING CONCRETE LOAD TRANSFERRAMP.

5. PROTECT EX.PCC PANELS AND UNDERLYING COMPACTEDGRANULAR GRAVELS FROM BEING UNDERMINED.

32

BACKER ROD

PCC

6 x 6CHAMFER

10

PCC/HMAC

ALL PCC-PCC &HMAC JOINTS TO BE

SEALED AS NOTEDSEE KEYNOTE 1 KE

YNOT

E 1

NEW PCC LONGITUDINAL JOINTN.T.S.

NEW 350mm THICK NON-REINFORCEDPORTLAND CEMENT CONCRETE

OP-STAND PAD


OP-STAND PAD

KEYNOTE 2KEYNOTE 3

CC7.0

NEW PCC TO EX. PCC JOINT CONSTRUCTION JOINTN.T.S.

BC7.0


OP-STAND PAD

EXIS

TING

PCC

VARI

ABLE

THI

CKNE

SS 'T

'

REMOVE LOOSE MATERIALCOMPACT AND FILL DEPRESSIONWITH GRANULAR BASE MATERIALS

TO BE CONFIRMEDDURING CONSTRUCTION

KEYNOTE 3

REMOVE LOOSE MATERIALCOMPACT AND FILL DEPRESSION

WITH GRANULAR BASE MATERIALS

F-

VARIABLE DEPTH NON-REINFORCEDPORTLAND CEMENT CONCRETE

OP-STAND PAD

T/2

KEYNOTE 2KEYNOTE 5

KEYNOTE 4

175

350

PCC - PCC CONTRACTIONJOINT DETAIL

N.T.S.

NOTE 1EXCEPT FOR INITIAL 3mm WIDE CONTRACTION SAWCUT,

THE NEW JOINT SAWCUT TO BE DONE IN ONE CUTWHICH INCLUDES THE 6x6 CHAMFER.

JOINT SEALANT AS PER SEALANT MANUFACTURERSSPECIFICATIONS.

REMOVE LOOSE MATERIALCOMPACT AND FILL

DEPRESSION WITH GRANULARBASE MATERIALS

NEW NON-REINFORCEDPORTLAND CEMENT CONCRETE

OP-STAND PAD

NOTES:ALL DIMENSIONS ARE IN mmUNLESS OTHERWISE NOTED

NEW NON-REINFORCEDPORTLAND CEMENT CONCRETE

OP-STAND PAD

350

175

INSTALL OWNER SUPPLIEDDOWELS IN WIRE BASKETS.SEE DETAIL 'E' THIS SHEET

90mm

SAW

CUT

PCC PCC

3mm

SAW

CUT

NOTE:90mm DEPTH, 3mm WIDESAWCUT TO BE DONE ASSOON AS POSSIBLE TOPREVENT CRACKING.

DC7.0

PCC TRANSVERSE JOINTN.T.S.

ALL PCC-PCC JOINTSTO BE SEALED.

SEE DETAIL 'F' THIS DWG.

EC7.0

CONCRETE TRANSITION RAMP DETAILN.T.S.

65mm

125m

m

1000mm

NEW 350mm PCC

175m

m

380mm 380mm

20mm x 760mm LONG EPOXYCOATED DEFORMED STEEL TIE

BAR @ 760mm CENTER TOCENTER SPACING

BEND TO PROVIDEMIN. 75mm CLEARANCE

NEW PCC NEW ASPHALT

SEE DETAIL 'F'PAVE MAXIMUM 75mm

COMPACTED LIFTS

MILL AND PAVE

EX. GRANULAR BASE APPROX. 310mm THICK

EX. GRANULAR SUBBASE APPROX. 740mm THICK


NEW 65mm HMAC

SAWCUT EX. HMAC FULL DEPTHAND EXCAVATE VERTICALLY.USE FACE OF HMAC / EXCAVATIONAS THE FORM TO PLACECONCRETE TRANSITION RAMP.

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APP

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STATUS

DRAWINGPROJECT No.

of

SHEET No.DATE:

OFFICE

CLIENT


C8.0




CONCRETE PANELS DETAILS

(PROVISIONAL WORK)

0 5m


DRAWING STATUS


REVISIONS

REHABILITATION OF APRON I - pgairport.ca€¦ · 4 3 1 1a 2a 5 6 2 dh8-4 a320 a319 b737 700 600 800...

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