INTERSTATE 5

RUNWAY 16-34

S

A

N

TIA

M

H

IG

H

W

A

Y

PRICE ROAD SE

TAXIWAY A

A

I

R

P

O

R

T

KN

OX

B

UT

TE

R

D

R

O

A

D

INTERSTATE 5

S

R

20

APRON IMPROVEMENTS

VICINITY MAP

ALBANY MUNICIPAL AIRPORT

PROJECT AREA

AIP PROJECT NO. 3-41-0001-014

INDEX TO DRAWINGS

CITY OF ALBANY

Sheet List TableSheet Number Sheet Title

1 COVER SHEET

2 BID SCHEDULE AND LEGEND

3 SITE PLAN

4 CONSTRUCTION PLAN - PROJECT SPECIFIC CRITICAL AREAS

5 CONSTRUCTION PLAN - PHASE 1

6 CONSTRUCTION PLAN - PHASE 2

7 CONSTRUCTION PLAN - PHASE 3

8 CONSTRUCTION PLAN - PHASE 4

9 CONSTRUCTION PLAN GENERAL NOTES AND DETAILS

10 EROSION AND SEDIMENT CONTROL PLAN NOTES

11 EROSION AND SEDIMENT CONTROL PLAN

12 EROSION AND SEDIMENT CONTROL PLAN DETAILS

13 DEMOLITION PLAN

14 LAYOUT PLAN

15 PAVING AND GRADING PLAN

16 PAVEMENT DETAILS AND TYPICAL SECTION

17 PAVING DETAILS

18 TIE-DOWN DETAILS

19 DRAINAGE DETAILS

20 DRAINAGE DETAILS

21 MARKING PLAN

PROJECT MAP

0

SCALE IN FEET

300 600 1200

NO

RTH

PROJECT

SITE

NORTH

ALBANYOREGON

REENIG

N

E

OREGON

72693PEREGISTERED PROFESSIONAL

GOFF

EW VAUGHN

EXPIRES 6/30/2018

.

PROJECT NUMBER:

OF

SHEET NO.

SCALE:

DESIGN:

REVISION

NUMBER:

CHECKED:

DRAWN:

DATE:

REVISIONS: APPD.DATE

0

4/1

4/ 1

7 - 4

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APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street

Corvallis, OR 97333

541 754 0043

ALBANY MUNICIPAL AIRPORT

APRON IMPROVEMENTS

COVER SHEET

PRECISION APPROACH ENGINEERING, INC.

AIP PROJECT NO. 3-41-0001-014

APRIL 2017

CLH

JAW

GWV

0

AS SHOWN

ALB004

1

21

NOTE:

THIS DRAWING IS INTENDED TO BE PRINTED IN COLOR.

PRINTING IN BLACK AND WHITE MAY REDUCE READABILITY

AND ALTER ENTITY DEFINITION OR REPRESENTATION.

CONSTRUCTION

UNITDESCRIPTION

BID ITEM

ESTIMATED

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

NUMBER

QUANTITY QUANTITY

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

DEMOLITION

GEOTEXTILE FABRIC

AIRCRAFT TIE-DOWN ANCHOR

RETROREFLECTIVE MARKER

FULL DEPTH PAVEMENT REMOVAL

JOINT AND CRACK REPAIR

PAINT AND RUBBER REMOVAL

COLD MILLING

AIRCRAFT TIE-DOWN ANCHOR REMOVAL

UNCLASSIFIED EXCAVATION

UNSUITABLE EXCAVATION

SUBBASE COURSE

TEMPORARY EROSION CONTROL

INSTALLATION AND REMOVAL OF SILT FENCE

CRUSHED AGGREGATE BASE COURSE

BITUMINOUS SURFACE COURSE

BITUMINOUS PRIME COAT

BITUMINOUS TACK COAT

RUNWAY AND TAXIWAY MARKING

12-INCH REINFORCED CONCRETE PIPE

6-INCH PVC PIPE

PIPE CONNECTION TO EXISTING STRUCTURE

CHANNEL DRAIN

STORM DRAIN CATCH BASIN

HYDROSEEDING

LEGEND

ELECTRICAL LEGEND

NEWEXISTING

POH

P

CIVIL SYMBOLS LEGEND

1

0

1

EXISTING NEW

T

G

W W

SS SS

SD SD

SDSD

EDGE OF PAVEMENT

EDGE OF GRAVEL

CONTOUR

DITCH FLOW LINE

FENCE

STORM DRAIN

UNDER DRAIN

CULVERT

SANITARY SEWER

WATER

GAS

TELEPHONE

IRRIGATION

SLOPE SYMBOL

CATCH BASIN

STORM DRAIN MANHOLE

CLEANOUT

CULVERT END STRUCTURE

SURFACE FLOW DIRECTION

SANITARY MANHOLE

FIRE HYDRANT

WATER METER

WATER VAULT

WATER VALVE

IRRIGATION VALVE

TIE DOWN

SIGN

SURVEY CONTROL POINT

SURVEY FOUND MONUMENT

BRASS CAP

BENCHMARK

AIRPORT BEACON

SHRUBS

TREES

ABANDONED FEATURE LINE

DEMO FEATURE LINES

SS

HANDHOLE

POWER VAULT

DUCT MARKER

JUNCTION CAN

ELECTRICAL RISER

RUNWAY EDGE LIGHT AND THRESHOLD LIGHT

C = CLEAR

R = RED

G = GREEN

Y = YELLOW

O = OPAQUE

RUNWAY LIGHT IN PAVEMENT (FLUSH MOUNT)

REIL (RUNWAY END IDENTIFIER LIGHT)

PAPI (PRECISION APPROACH PATH INDICATOR)

TAXIWAY LIGHT (BLUE LENS)

TAXIWAY LIGHT IN PAVEMENT (FLUSH MOUNT)

RETROREFLECTIVE MARKER

POWER CIRCUIT / OVERHEAD

POWER UNDERGROUND

POWER POLE

GUY WIRE

STREET LIGHT

GUIDANCE SIGN

SS

JJ

IRR

UD

BASE BID SCHEDULE

PROJECT NUMBER:

OF

SHEET NO.

SCALE:

DESIGN:

REVISION

NUMBER:

CHECKED:

DRAWN:

DATE:

REVISIONS: APPD.DATE

0

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wg

APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street

Corvallis, OR 97333

541 754 0043

ALBANY MUNICIPAL AIRPORT

APRON IMPROVEMENTS

BID SCHEDULE AND LEGEND

PRECISION APPROACH ENGINEERING, INC.

AIP PROJECT NO. 3-41-0001-014

APRIL 2017

CLH

JAW

GWV

0

AS SHOWN

ALB004

2

21

REENIG

N

E

OREGON

72693PEREGISTERED PROFESSIONAL

GOFF

EW VAUGHN

EXPIRES 6/30/2018

.

LS

LS

LS

SY

EA

EA

SY

LF

SF

SY

EA

CY

CY

CY

LS

LF

CY

TON

TON

TON

SF

LF

LF

EA

LF

EA

SY

1

1

1

4,810

63

34

5,600

6,300

270

15,030

96

2,430

370

1,490

1

230

700

3,840

6

5

2,270

860

350

2

120

4

2,730

RUNWAY 16-34

KN

OX

B

UT

TE

R

OA

D

W

A

Y

INTERSTATE 5

S

A

N

TIA

M

H

IG

H

W

A

Y

(20)

PRICE ROAD SE

FBO BUILDING

TAXIWAY A

A

V

I

A

T

I

O

N

3 1 2

APRON REHABILITATION AND

TIE-DOWN RECONFIGURATION

TAXIWAY A1

TAXIWAY A2

TAXIWAY A3

WINDCONE

AIRCRAFT

FUELING

FACILITY

KN

O

X B

U

TT

E R

D

E

NO

RTH

0 100 200 400

SCALE IN FEET

SITE PLAN

SURVEY REFERENCE CONTROL POINTS TABLE

HORIZONTAL DATUM: NAD 83 OREGON STATE PLANE NORTH ZONE

COORDINATES SHOWN ARE INTERNATIONAL FEET

VERTICAL DATUM: NAVD 88

SURVEY NOTES:

1. HORIZONTAL AND VERTICAL CONTROL SURVEY REFERENCE POINTS ARE PROVIDED

FOR CONTROL OF THE PROJECT. ALL LAYOUT AND CONSTRUCTION SURVEYING

SHALL BE CONDUCTED BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE

STATE OF OREGON.

2. PRIOR TO BEGINNING ANY LAYOUT, THE CONTRACTOR'S SURVEYOR SHALL OCCUPY

ALL REFERENCE CONTROL POINTS SHOWN IN THE TABLE ON THIS SHEET AND

VERIFY DATA GIVEN. ANY DISCREPANCY SHALL IMMEDIATELY BE BROUGHT TO THE

ENGINEER'S ATTENTION FOR CLARIFICATION OR CORRECTION. NOTES SHOWING

CONFIRMATION OF THE HORIZONTAL AND VERTICAL CONTROL IN ACCORDANCE

WITH GENERAL PROVISION SECTION 50-06 SHALL BE PROVIDED TO THE ENGINEER

PRIOR TO STARTING CONSTRUCTION.

PROJECT FUNDING:

1. EXECUTION OF ALL WORK IN THIS CONTRACT IS CONTINGENT UPON THE CITY OF

ALBANY'S RECEIPT OF FEDERAL FUNDS. THESE FUNDS WILL NOT BE ASSURED UNTIL A

GRANT IS EXECUTED BETWEEN THE FAA AND THE CITY OF ALBANY AFTER THE

CONTRACT BID OPENING. GRANT EXECUTION IS EXPECTED TO OCCUR IN THE EARLY

SUMMER OF 2017. OWNER SHALL HAVE THE FINAL AUTHORITY REGARDING START

DATE OF CONSTRUCTION.

CONTRACTOR’S SUPERINTENDENT AND SAFETY OFFICER:

1. THE CONTRACTOR SHALL HAVE A FULL TIME SUPERINTENDENT ON THE PROJECT SITE

ANY TIME WORK IS BEING ACCOMPLISHED ON THE AIRPORT. THIS INCLUDES WORK

BEING PERFORMED BY SUBCONTRACTORS OR SERVICE PROVIDERS UNLESS

OTHERWISE APPROVED BY THE OWNER.

2. THE CONTRACTOR SHALL ASSIGN ONE PERSON TO BE THE SAFETY OFFICER DURING

THE PROJECT. THE SAFETY OFFICER SHALL BE ONSITE AT ALL TIMES WHEN WORK IS

OCCURRING IN THE AIR OPERATIONS AREA (AOA) WHEN THE AIRPORT IS OPEN UNLESS

OTHERWISE APPROVED BY THE OWNER. THE SAFETY OFFICER SHALL BE RESPONSIBLE

FOR THE EDUCATION AND TRAINING OF ALL PERSONNEL WHO WILL ACCESS AIRPORT

PROPERTY. THE OFFICER SHALL MAINTAIN RECORDS INDICATING THAT PERSONNEL

HAVE BEEN TRAINED AND ARE FAMILIAR WITH SAFETY RULES AND REGULATIONS

RELATED TO OPERATIONS AT THE AIRPORT DURING CONSTRUCTION. PERSONNEL

WHO VIOLATE SAFETY REQUIREMENTS MAY BE REMOVED FROM THE PROJECT AT THE

DISCRETION OF THE OWNER. THE SAFETY OFFICER SHALL ALSO BE RESPONSIBLE FOR

FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT. SEE CONSTRUCTION SAFETY AND

PHASING PLAN FOR ADDITIONAL REQUIREMENTS.

3. THE CONTRACTOR'S SUPERINTENDENT AND SAFETY OFFICER SHALL ATTEND THE

WEEKLY CONSTRUCTION MEETING.

CONSTRUCTION SCHEDULE:

1. THE CONTRACTOR SHALL PREPARE AND SUBMIT A "CONSTRUCTION SAFETY PLAN COMPLIANCE DOCUMENT" AND

"CONSTRUCTION SCHEDULE" TO THE ENGINEER AND OWNER FOR REVIEW A MINIMUM OF 10 DAYS PRIOR TO STARTING

CONSTRUCTION OR PRIOR TO THE PRE-CONSTRUCTION CONFERENCE, WHICHEVER OCCURS EARLIER. THE PLAN MUST

BE ACCEPTABLE TO THE OWNER PRIOR TO BEGINNING WORK.

2. THE CONTRACTOR SHALL PREPARE AND SUBMIT A "QUALITY CONTROL PROGRAM" TO THE ENGINEER AND OWNER FOR

REVIEW A MINIMUM 10 DAYS PRIOR TO STARTING CONSTRUCTION OR PRIOR TO THE PRE-CONSTRUCTION CONFERENCE,

WHICHEVER OCCURS EARLIER. THE PLAN MUST BE ACCEPTABLE TO THE OWNER PRIOR TO BEGINNING WORK, SEE

GENERAL PROVISIONS SECTION 100 FOR REQUIREMENTS.

3. THE CONSTRUCTION SCHEDULE SHALL BE REVISED ANY TIME AN ELEMENT OF WORK DOES NOT COINCIDE WITH THE

INITIAL TIME LINE PRESENTED OR IF REQUESTED BY THE ENGINEER OR OWNER.

BEFORE YOU DIG

CALL 48 HOURS

1

-

8

0

0

-

3

3

2

-

2

3

4

4

I

G

!

D

U

O

Y

E

R

OFE

B

L

L

A

C

-

P

O

T

S

RE

T

N

E

C

N

O

I

T

A

C

I

FI

TO

N

Y

T

I

L

I

T

U

N

O

G

ER

O

GENERAL NOTES:

1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL PROVISIONS, GENERAL REQUIREMENTS AND

CONSTRUCTION SAFETY AND PHASING PLAN SECTIONS OF THE CONTRACT DOCUMENT FOR REQUIREMENTS RELATING

TO CONSTRUCTION SAFETY, LAYOUT WORK, QUALITY CONTROL TESTING AND OTHER CONTRACT PROVISIONS.

2. THE CONTRACTOR, ENGINEER, OWNER, AND OTHER INVITED REPRESENTATIVES OR GUESTS WILL CONDUCT A

PRE-CONSTRUCTION MEETING PRIOR TO BEGINNING CONSTRUCTION IN ORDER TO DISCUSS PROJECT SCHEDULE,

CONSTRUCTION REQUIREMENTS, AIRFIELD IMPACTS, AND OTHER AGENDA ITEMS RELATED TO THE PROJECT.

3. OWNER WILL OBTAIN COVERAGE UNDER THE OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY CONSTRUCTION

STORMWATER PERMIT. COVERAGE WILL BE TRANSFERRED TO CONTRACTOR PRIOR TO BEGINNING CONSTRUCTION.

CONTRACTOR WILL ASSUME ALL RESPONSIBILITY FOR PERMIT COMPLIANCE INCLUDING BUT NOT LIMITED TO THE

FOLLOWING: SUPPLY A CERTIFIED EROSION AND SEDIMENT CONTROL LEAD, SITE INSPECTION, RECORDS, REPORTING,

AND TERMINATION OF COVERAGE. THE CONTRACTOR SHALL OBTAIN AND THE OWNER WILL PAY FOR ANY ADDITIONAL

PERMITS NECESSARY TO COMPLETE THIS PROJECT.

4. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND PROTECT ALL UTILITIES DURING THIS PROJECT. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE UTILITY NOTIFICATION CENTER TO LOCATE PUBLIC UTILITIES

AND FOR ANY ADDITIONAL UTILITY LOCATES INCLUDING HIRING A PRIVATE LOCATE SERVICE IF REQUIRED. ANY UTILITIES

DAMAGED IN CONJUNCTION WITH THE CONSTRUCTION ACTIVITIES SHALL BE REPLACED AND/OR REPAIRED BY THE

CONTRACTOR AS APPROVED BY THE OWNER.

5. ALL HAUL ROUTES SHALL BE MAINTAINED DURING CONSTRUCTION AND SHALL BE RESTORED TO ORIGINAL CONDITION BY

THE CONTRACTOR UPON COMPLETION OF THE PROJECT. VERIFY CONDITION WITH OWNER PRIOR TO CONSTRUCTION.

RESTORATION AND GRADING OF GRAVEL ACCESS ROADS SHALL BE CONDUCTED UPON COMPLETION OF USE BY THE

CONTRACTOR.

6. LIMITS OF WORK SHOWN ON THIS SHEET ARE APPROXIMATE AND SHOW GENERAL AREAS OF WORK. SEE SPECIFIC

SHEETS FOR ACTUAL LIMITS OF WORK.

NORTHING

365191.39

362535.55

366601.34

EASTING

7535931.33

7535845.21

7535977.06

POINT NO

1

2

3

ELEV

223.07

224.20

221.90

DESCRIPTION

PACS

SACS

SACS

PROJECT NUMBER:

OF

SHEET NO.

SCALE:

DESIGN:

REVISION

NUMBER:

CHECKED:

DRAWN:

DATE:

REVISIONS: APPD.DATE

0

4/1

4/ 1

7 - 4

:0

9p

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4-S

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Pla

n.d

wg

APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street

Corvallis, OR 97333

541 754 0043

ALBANY MUNICIPAL AIRPORT

APRON IMPROVEMENTS

SITE PLAN

PRECISION APPROACH ENGINEERING, INC.

AIP PROJECT NO. 3-41-0001-014

APRIL 2017

CLH

JAW

GWV

0

AS SHOWN

ALB004

3

21

REENIG

N

E

OREGON

72693PEREGISTERED PROFESSIONAL

GOFF

EW VAUGHN

EXPIRES 6/30/2018

.

NOTE:

THIS DRAWING IS INTENDED TO BE PRINTED IN COLOR.

PRINTING IN BLACK AND WHITE MAY REDUCE READABILITY

AND ALTER ENTITY DEFINITION OR REPRESENTATION.

FBO BUILDING

PHASE 1,2,3, AND 4 APPROXIMATE WORK

LIMITS. SEE CONSTRUCTION PLAN

DRAWINGS AND CONSTRUCTION PLAN

GENERAL NOTE 8, SHEET 9 FOR

ADDITIONAL REQUIREMENTS.

AIRCRAFT FUELING

FACILITY

CONTRACTOR STAGING

AREA (ALL PHASES)

AUTOMATED

VEHICLE GATE

60'

125'

RUNWAY 16-34 CENTERLINE

49'

89'

RUNWAY 16-34

TAXIWAY A

AV

IAT

ION

WA

Y

TAXIWAY A2

NO

RTH

0 30 60 120

SCALE IN FEET

RUNWAY SAFETY AREA (RSA)

RUNWAY OBJECT FREE AREA (OFA)

TAXIWAY SAFETY AREA (TSA)

TAXIWAY OBJECT FREE AREA (TOFA)

AIRFIELD CRITICAL AREAS LEGEND

PROJECT NUMBER:

OF

SHEET NO.

SCALE:

DESIGN:

REVISION

NUMBER:

CHECKED:

DRAWN:

DATE:

REVISIONS: APPD.DATE

0

4/1

4/ 1

7 - 4

:0

9p

m - JW

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pro

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00

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sin

g.d

wg

APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street

Corvallis, OR 97333

541 754 0043

ALBANY MUNICIPAL AIRPORT

APRON IMPROVEMENTS

CONSTRUCTION PLAN - PROJECT

SPECIFIC CRITICAL AREAS

PRECISION APPROACH ENGINEERING, INC.

AIP PROJECT NO. 3-41-0001-014

APRIL 2017

CLH

JAW

GWV

0

AS SHOWN

ALB004

4

21

REENIG

N

E

OREGON

72693PEREGISTERED PROFESSIONAL

GOFF

EW VAUGHN

EXPIRES 6/30/2018

.

NOTE:

THIS DRAWING IS INTENDED TO BE PRINTED IN COLOR.

PRINTING IN BLACK AND WHITE MAY REDUCE READABILITY

AND ALTER ENTITY DEFINITION OR REPRESENTATION.

PHASE 1 APPROXIMATE WORK LIMITS

WORK DURING THIS PHASE TO INCLUDE:

· DEMOLITION

· PAVEMENT GRINDING

· DRAINAGE IMPROVEMENTS

· CRACK SEAL

· FULL-DEPTH PAVEMENT DIGOUT

CONTRACTOR

STAGING AREA

AUTOMATED VEHICLE GATE

AIRCRAFT

FUELING

FACILITY

79'

CONTRACTOR'S ACCESS TO WORK LIMITS,

SEE NOTES 3, 4 AND 5

RUNWAY 16-34

TAXIWAY A

AV

IAT

ION

WA

Y

TAXIWAY A1

TAXIWAY A2

TAXIWAY A3

NO

RTH

0 50 100 200

SCALE IN FEET

PROJECT NUMBER:

OF

SHEET NO.

SCALE:

DESIGN:

REVISION

NUMBER:

CHECKED:

DRAWN:

DATE:

REVISIONS: APPD.DATE

0

4/1

4/ 1

7 - 4

:0

9p

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00

4-P

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sin

g.d

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APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street

Corvallis, OR 97333

541 754 0043

ALBANY MUNICIPAL AIRPORT

APRON IMPROVEMENTS

CONSTRUCTION PLAN - PHASE 1

PRECISION APPROACH ENGINEERING, INC.

AIP PROJECT NO. 3-41-0001-014

APRIL 2017

CLH

JAW

GWV

0

AS SHOWN

ALB004

5

21

REENIG

N

E

OREGON

72693PEREGISTERED PROFESSIONAL

GOFF

EW VAUGHN

EXPIRES 6/30/2018

.

NOTE:

THIS DRAWING IS INTENDED TO BE PRINTED IN COLOR.

PRINTING IN BLACK AND WHITE MAY REDUCE READABILITY

AND ALTER ENTITY DEFINITION OR REPRESENTATION.

ALL ELEMENTS OF WORK TO BE COMPLETED WITHIN THE TOTAL PROJECT CALENDAR DAY COUNT.

PHASE

1

2

3

4

AIR OPERATIONS AREA (AOA) IMPACT,

SEE GENERAL NOTE 3, SHEET 9

EAST APRON CLOSURE

EAST APRON AND CONNECTOR CLOSURE

EAST APRON AND CONNECTOR CLOSURE

WEST APRON CLOSURE

MAXIMUM NUMBER OF

CALENDAR DAYS

ALLOWED, SEE NOTE B

14

10

10

21

ALLOWABLE DAILY WORK PERIOD,

(LOCAL TIME), SEE NOTE A

24 HOURS

24 HOURS

24 HOURS

24 HOURS

WORK ELEMENTS TO COINCIDE WITH CLOSURE AREAS IDENTIFIED IN CONSTRUCTION PLANS

PROJECT CONSTRUCTION TIME

NOTES:

A. UNLESS OTHERWISE APPROVED BY THE ENGINEER.

B. TAXIWAYS, TAXILANES, AND AIR OPERATIONS AREA (AOA) IMPACTS WILL BE FOR THE NUMBER OF DAYS INDICATED.

C. IF THE CONTRACTOR FAILS TO COMPLETE ANY OF THE PHASES WITHIN THE SPECIFIED TIME PERIOD, LIQUIDATED

DAMAGES WILL BE ASSESSED. SEE SPECIFICATIONS.

PHASING NOTES

1. SEE CONSTRUCTION PLAN GENERAL NOTES, SHEET 9, FOR ADDITIONAL

REQUIREMENTS.

2. CONTRACTOR SHALL MAINTAIN AIRCRAFT ACCESS TO AIRCRAFT FUEL

FACILITY AT ALL TIMES DURING CONSTRUCTION.

3. CONTRACTOR ACCESS TO WORK AREAS REQUIRES CROSSING ACTIVE

APRON AREAS. CONTRACTOR MUST HAVE INITIAL APPROVAL FROM

OWNER PRIOR TO ANY VEHICLES ENTERING ACTIVE AREAS.

4. VEHICLES LOCATED IN OR CROSSING ACTIVE AREAS MUST HAVE A

WORKING TWO-WAY RADIO, BE UNDER THE SUPERVISION OF

CONTRACTOR FURNISHED FLAGGERS, OR BE ESCORTED BY A VEHICLE

WITH A RADIO. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

5. CONTRACTOR SHALL NOT LEAVE OR PLACE FOREIGN OBJECT DEBRIS

(FOD) ON OR NEAR ACTIVE AREAS. MATERIALS TRACKED ONTO ACTIVE

AREAS SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR.

LEGEND

AIRCRAFT OPERATIONS, SEE CONSTRUCTION PLAN GENERAL NOTE 8, SHEET 9.

CONSTRUCTION TRAFFIC, SEE CONSTRUCTION PLAN GENERAL NOTE 8, SHEET 9.

AIRFIELD SIGN TO BE SCREENED BY CONTRACTOR DURING THIS PHASE USING A

METHOD APPROVED BY THE ENGINEER.

PORTABLE LOW PROFILE BARRICADES WITH RED LIGHTS TO BE PLACED BY THE

CONTRACTOR DURING TAXIWAY, APRON AND/OR OTHER WORK AREA CLOSURES

THIS PHASE OR AS DIRECTED BY THE ENGINEER. BARRICADES TO BE PLACED

OUTSIDE OF TAXIWAY SAFETY AREAS FOR OPEN TAXIWAYS OR TAXILANES (SEE

PROJECT SPECIFIC AIRFIELD CRITICAL AREAS SHEET AND CONSTRUCTION

SAFETY AND PHASING PLAN TEXT). MAY REQUIRE ADJUSTMENT DURING

CONSTRUCTION ACTIVITIES, SEE CONSTRUCTION SAFETY AND PHASING PLAN

TEXT AND DETAIL .1

9

S

PHASE 2 APPROXIMATE WORK LIMITS

WORK DURING THIS PHASE TO INCLUDE:

· DEMOLITION

· PAVEMENT GRINDING

· FULL-DEPTH PAVEMENT REMOVAL

· PLACEMENT OF TAXIWAY CONNECTOR AGGREGATE

· SHOULDER GRADING

79'

CONTRACTOR

STAGING AREA

AUTOMATED VEHICLE GATE

AIRCRAFT

FUELING

FACILITY

S

CONTRACTOR'S ACCESS TO WORK LIMITS,

SEE NOTES 3, 4 AND 5

S

RUNWAY 16-34

TAXIWAY A

AV

IAT

ION

WA

Y

TAXIWAY A1

TAXIWAY A2

TAXIWAY A3

NO

RTH

0 50 100 200

SCALE IN FEET

ALL ELEMENTS OF WORK TO BE COMPLETED WITHIN THE TOTAL PROJECT CALENDAR DAY COUNT.

PHASE

1

2

3

4

AIR OPERATIONS AREA (AOA) IMPACT,

SEE GENERAL NOTE 3, SHEET 9

EAST APRON CLOSURE

EAST APRON AND CONNECTOR CLOSURE

EAST APRON AND CONNECTOR CLOSURE

WEST APRON CLOSURE

MAXIMUM NUMBER OF

CALENDAR DAYS

ALLOWED, SEE NOTE B

14

10

10

21

ALLOWABLE DAILY WORK PERIOD,

(LOCAL TIME), SEE NOTE A

24 HOURS

24 HOURS

24 HOURS

24 HOURS

WORK ELEMENTS TO COINCIDE WITH CLOSURE AREAS IDENTIFIED IN CONSTRUCTION PLANS

PROJECT CONSTRUCTION TIME

NOTES:

A. UNLESS OTHERWISE APPROVED BY THE ENGINEER.

B. TAXIWAYS, TAXILANES, AND AIR OPERATIONS AREA (AOA) IMPACTS WILL BE FOR THE NUMBER OF DAYS INDICATED.

C. IF THE CONTRACTOR FAILS TO COMPLETE ANY OF THE PHASES WITHIN THE SPECIFIED TIME PERIOD, LIQUIDATED

DAMAGES WILL BE ASSESSED. SEE SPECIFICATIONS.

PHASING NOTES

1. SEE CONSTRUCTION PLAN GENERAL NOTES, SHEET 9, FOR ADDITIONAL

REQUIREMENTS.

2. CONTRACTOR SHALL MAINTAIN AIRCRAFT ACCESS TO AIRCRAFT FUEL

FACILITY AT ALL TIMES DURING CONSTRUCTION.

3. CONTRACTOR ACCESS TO WORK AREAS REQUIRES CROSSING ACTIVE

APRON AREAS. CONTRACTOR MUST HAVE INITIAL APPROVAL FROM

OWNER PRIOR TO ANY VEHICLES ENTERING ACTIVE AREAS.

4. VEHICLES LOCATED IN OR CROSSING ACTIVE AREAS MUST HAVE A

WORKING TWO-WAY RADIO, BE UNDER THE SUPERVISION OF

CONTRACTOR FURNISHED FLAGGERS, OR BE ESCORTED BY A VEHICLE

WITH A RADIO. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

5. CONTRACTOR SHALL NOT LEAVE OR PLACE FOREIGN OBJECT DEBRIS

(FOD) ON OR NEAR ACTIVE AREAS. MATERIALS TRACKED ONTO ACTIVE

AREAS SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR.

PROJECT NUMBER:

OF

SHEET NO.

SCALE:

DESIGN:

REVISION

NUMBER:

CHECKED:

DRAWN:

DATE:

REVISIONS: APPD.DATE

0

4/1

4/ 1

7 - 4

:0

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APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street

Corvallis, OR 97333

541 754 0043

ALBANY MUNICIPAL AIRPORT

APRON IMPROVEMENTS

CONSTRUCTION PLAN - PHASE 2

PRECISION APPROACH ENGINEERING, INC.

AIP PROJECT NO. 3-41-0001-014

APRIL 2017

CLH

JAW

GWV

0

AS SHOWN

ALB004

6

21

REENIG

N

E

OREGON

72693PEREGISTERED PROFESSIONAL

GOFF

EW VAUGHN

EXPIRES 6/30/2018

.

NOTE:

THIS DRAWING IS INTENDED TO BE PRINTED IN COLOR.

PRINTING IN BLACK AND WHITE MAY REDUCE READABILITY

AND ALTER ENTITY DEFINITION OR REPRESENTATION.

LEGEND

AIRCRAFT OPERATIONS, SEE CONSTRUCTION PLAN GENERAL NOTE 8, SHEET 9.

CONSTRUCTION TRAFFIC, SEE CONSTRUCTION PLAN GENERAL NOTE 8, SHEET 9.

AIRFIELD SIGN TO BE SCREENED BY CONTRACTOR DURING THIS PHASE USING A

METHOD APPROVED BY THE ENGINEER.

PORTABLE LOW PROFILE BARRICADES WITH RED LIGHTS TO BE PLACED BY THE

CONTRACTOR DURING TAXIWAY, APRON AND/OR OTHER WORK AREA CLOSURES

THIS PHASE OR AS DIRECTED BY THE ENGINEER. BARRICADES TO BE PLACED

OUTSIDE OF TAXIWAY SAFETY AREAS FOR OPEN TAXIWAYS OR TAXILANES (SEE

PROJECT SPECIFIC AIRFIELD CRITICAL AREAS SHEET AND CONSTRUCTION

SAFETY AND PHASING PLAN TEXT). MAY REQUIRE ADJUSTMENT DURING

CONSTRUCTION ACTIVITIES, SEE CONSTRUCTION SAFETY AND PHASING PLAN

TEXT AND DETAIL .1

9

S

PHASE 3 APPROXIMATE WORK LIMITS

WORK DURING THIS PHASE TO INCLUDE:

· APRON PAVING

· TIE-DOWN INSTALLATION

· PAVEMENT MARKING

· INSTALL RETROREFLECTIVE MARKERS

79'

CONTRACTOR

STAGING AREA

AUTOMATED VEHICLE GATE

AIRCRAFT

FUELING

FACILITY

S

CONTRACTOR'S ACCESS TO WORK LIMITS,

SEE NOTES 3, 4 AND 5

RUNWAY 16-34

TAXIWAY A

AV

IAT

ION

WA

Y

TAXIWAY A1

TAXIWAY A2

TAXIWAY A3S

NO

RTH

0 50 100 200

SCALE IN FEET

ALL ELEMENTS OF WORK TO BE COMPLETED WITHIN THE TOTAL PROJECT CALENDAR DAY COUNT.

PHASE

1

2

3

4

AIR OPERATIONS AREA (AOA) IMPACT,

SEE GENERAL NOTE 3, SHEET 9

EAST APRON CLOSURE

EAST APRON AND CONNECTOR CLOSURE

EAST APRON AND CONNECTOR CLOSURE

WEST APRON CLOSURE

MAXIMUM NUMBER OF

CALENDAR DAYS

ALLOWED, SEE NOTE B

14

10

10

21

ALLOWABLE DAILY WORK PERIOD,

(LOCAL TIME), SEE NOTE A

24 HOURS

24 HOURS

24 HOURS

24 HOURS

WORK ELEMENTS TO COINCIDE WITH CLOSURE AREAS IDENTIFIED IN CONSTRUCTION PLANS

PROJECT CONSTRUCTION TIME

NOTES:

A. UNLESS OTHERWISE APPROVED BY THE ENGINEER.

B. TAXIWAYS, TAXILANES, AND AIR OPERATIONS AREA (AOA) IMPACTS WILL BE FOR THE NUMBER OF DAYS INDICATED.

C. IF THE CONTRACTOR FAILS TO COMPLETE ANY OF THE PHASES WITHIN THE SPECIFIED TIME PERIOD, LIQUIDATED

DAMAGES WILL BE ASSESSED. SEE SPECIFICATIONS.

PHASING NOTES

1. SEE CONSTRUCTION PLAN GENERAL NOTES, SHEET 9, FOR ADDITIONAL

REQUIREMENTS.

2. CONTRACTOR SHALL MAINTAIN AIRCRAFT ACCESS TO AIRCRAFT FUEL

FACILITY AT ALL TIMES DURING CONSTRUCTION.

3. CONTRACTOR ACCESS TO WORK AREAS REQUIRES CROSSING ACTIVE

APRON AREAS. CONTRACTOR MUST HAVE INITIAL APPROVAL FROM

OWNER PRIOR TO ANY VEHICLES ENTERING ACTIVE AREAS.

4. VEHICLES LOCATED IN OR CROSSING ACTIVE AREAS MUST HAVE A

WORKING TWO-WAY RADIO, BE UNDER THE SUPERVISION OF

CONTRACTOR FURNISHED FLAGGERS, OR BE ESCORTED BY A VEHICLE

WITH A RADIO. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

5. CONTRACTOR SHALL NOT LEAVE OR PLACE FOREIGN OBJECT DEBRIS

(FOD) ON OR NEAR ACTIVE AREAS. MATERIALS TRACKED ONTO ACTIVE

AREAS SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR.

PROJECT NUMBER:

OF

SHEET NO.

SCALE:

DESIGN:

REVISION

NUMBER:

CHECKED:

DRAWN:

DATE:

REVISIONS: APPD.DATE

0

4/1

4/ 1

7 - 4

:0

9p

m - JW

ad

e - P

:\A

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APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street

Corvallis, OR 97333

541 754 0043

ALBANY MUNICIPAL AIRPORT

APRON IMPROVEMENTS

CONSTRUCTION PLAN - PHASE 3

PRECISION APPROACH ENGINEERING, INC.

AIP PROJECT NO. 3-41-0001-014

APRIL 2017

CLH

JAW

GWV

0

AS SHOWN

ALB004

7

21

REENIG

N

E

OREGON

72693PEREGISTERED PROFESSIONAL

GOFF

EW VAUGHN

EXPIRES 6/30/2018

.

NOTE:

THIS DRAWING IS INTENDED TO BE PRINTED IN COLOR.

PRINTING IN BLACK AND WHITE MAY REDUCE READABILITY

AND ALTER ENTITY DEFINITION OR REPRESENTATION.

LEGEND

AIRCRAFT OPERATIONS, SEE CONSTRUCTION PLAN GENERAL NOTE 8, SHEET 9.

CONSTRUCTION TRAFFIC, SEE CONSTRUCTION PLAN GENERAL NOTE 8, SHEET 9.

AIRFIELD SIGN TO BE SCREENED BY CONTRACTOR DURING THIS PHASE USING A

METHOD APPROVED BY THE ENGINEER.

PORTABLE LOW PROFILE BARRICADES WITH RED LIGHTS TO BE PLACED BY THE

CONTRACTOR DURING TAXIWAY, APRON AND/OR OTHER WORK AREA CLOSURES

THIS PHASE OR AS DIRECTED BY THE ENGINEER. BARRICADES TO BE PLACED

OUTSIDE OF TAXIWAY SAFETY AREAS FOR OPEN TAXIWAYS OR TAXILANES (SEE

PROJECT SPECIFIC AIRFIELD CRITICAL AREAS SHEET AND CONSTRUCTION

SAFETY AND PHASING PLAN TEXT). MAY REQUIRE ADJUSTMENT DURING

CONSTRUCTION ACTIVITIES, SEE CONSTRUCTION SAFETY AND PHASING PLAN

TEXT AND DETAIL .1

9

S

PHASE 4 APPROXIMATE WORK LIMITS

WORK DURING THIS PHASE TO INCLUDE:

· DEMOLITION

· PAVEMENT GRINDING

· DRAINAGE IMPROVEMENTS

· CRACK SEAL

· FULL-DEPTH PAVEMENT DIGOUT

· APRON PAVING

· PAVEMENT MARKING

CONTRACTOR

STAGING AREA

AUTOMATED VEHICLE GATE

AIRCRAFT

FUELING

FACILITY

CONTRACTOR'S ACCESS TO WORK LIMITS,

SEE NOTES 3, 4 AND 5

RUNWAY 16-34

TAXIWAY A

AV

IAT

ION

WA

Y

TAXIWAY A1

TAXIWAY A2

TAXIWAY A3

NO

RTH

0 50 100 200

SCALE IN FEET

ALL ELEMENTS OF WORK TO BE COMPLETED WITHIN THE TOTAL PROJECT CALENDAR DAY COUNT.

PHASE

1

2

3

4

AIR OPERATIONS AREA (AOA) IMPACT,

SEE GENERAL NOTE 3, SHEET 9

EAST APRON CLOSURE

EAST APRON AND CONNECTOR CLOSURE

EAST APRON AND CONNECTOR CLOSURE

WEST APRON CLOSURE

MAXIMUM NUMBER OF

CALENDAR DAYS

ALLOWED, SEE NOTE B

14

10

10

21

ALLOWABLE DAILY WORK PERIOD,

(LOCAL TIME), SEE NOTE A

24 HOURS

24 HOURS

24 HOURS

24 HOURS

WORK ELEMENTS TO COINCIDE WITH CLOSURE AREAS IDENTIFIED IN CONSTRUCTION PLANS

PROJECT CONSTRUCTION TIME

NOTES:

A. UNLESS OTHERWISE APPROVED BY THE ENGINEER.

B. TAXIWAYS, TAXILANES, AND AIR OPERATIONS AREA (AOA) IMPACTS WILL BE FOR THE NUMBER OF DAYS INDICATED.

C. IF THE CONTRACTOR FAILS TO COMPLETE ANY OF THE PHASES WITHIN THE SPECIFIED TIME PERIOD, LIQUIDATED

DAMAGES WILL BE ASSESSED. SEE SPECIFICATIONS.

PHASING NOTES

1. SEE CONSTRUCTION PLAN GENERAL NOTES, SHEET 9, FOR ADDITIONAL

REQUIREMENTS.

2. CONTRACTOR SHALL MAINTAIN AIRCRAFT ACCESS TO AIRCRAFT FUEL

FACILITY AT ALL TIMES DURING CONSTRUCTION.

3. CONTRACTOR ACCESS TO WORK AREAS REQUIRES CROSSING ACTIVE

APRON AREAS. CONTRACTOR MUST HAVE INITIAL APPROVAL FROM

OWNER PRIOR TO ANY VEHICLES ENTERING ACTIVE AREAS.

4. VEHICLES LOCATED IN OR CROSSING ACTIVE AREAS MUST HAVE A

WORKING TWO-WAY RADIO, BE UNDER THE SUPERVISION OF

CONTRACTOR FURNISHED FLAGGERS, OR BE ESCORTED BY A VEHICLE

WITH A RADIO. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

5. CONTRACTOR SHALL NOT LEAVE OR PLACE FOREIGN OBJECT DEBRIS

(FOD) ON OR NEAR ACTIVE AREAS. MATERIALS TRACKED ONTO ACTIVE

AREAS SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR.

PROJECT NUMBER:

OF

SHEET NO.

SCALE:

DESIGN:

REVISION

NUMBER:

CHECKED:

DRAWN:

DATE:

REVISIONS: APPD.DATE

0

4/1

4/ 1

7 - 4

:0

9p

m - JW

ad

e - P

:\A

\A

LB

00

4-A

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he

ets\A

LB

00

4-P

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sin

g.d

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APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street

Corvallis, OR 97333

541 754 0043

ALBANY MUNICIPAL AIRPORT

APRON IMPROVEMENTS

CONSTRUCTION PLAN - PHASE 4

PRECISION APPROACH ENGINEERING, INC.

AIP PROJECT NO. 3-41-0001-014

APRIL 2017

CLH

JAW

GWV

0

AS SHOWN

ALB004

8

21

REENIG

N

E

OREGON

72693PEREGISTERED PROFESSIONAL

GOFF

EW VAUGHN

EXPIRES 6/30/2018

.

NOTE:

THIS DRAWING IS INTENDED TO BE PRINTED IN COLOR.

PRINTING IN BLACK AND WHITE MAY REDUCE READABILITY

AND ALTER ENTITY DEFINITION OR REPRESENTATION.

LEGEND

AIRCRAFT OPERATIONS, SEE CONSTRUCTION PLAN GENERAL NOTE 8, SHEET 9.

CONSTRUCTION TRAFFIC, SEE CONSTRUCTION PLAN GENERAL NOTE 8, SHEET 9.

AIRFIELD SIGN TO BE SCREENED BY CONTRACTOR DURING THIS PHASE USING A

METHOD APPROVED BY THE ENGINEER.

PORTABLE LOW PROFILE BARRICADES WITH RED LIGHTS TO BE PLACED BY THE

CONTRACTOR DURING TAXIWAY, APRON AND/OR OTHER WORK AREA CLOSURES

THIS PHASE OR AS DIRECTED BY THE ENGINEER. BARRICADES TO BE PLACED

OUTSIDE OF TAXIWAY SAFETY AREAS FOR OPEN TAXIWAYS OR TAXILANES (SEE

PROJECT SPECIFIC AIRFIELD CRITICAL AREAS SHEET AND CONSTRUCTION

SAFETY AND PHASING PLAN TEXT). MAY REQUIRE ADJUSTMENT DURING

CONSTRUCTION ACTIVITIES, SEE CONSTRUCTION SAFETY AND PHASING PLAN

TEXT AND DETAIL .1

9

S

PROJECT NUMBER:

OF

SHEET NO.

SCALE:

DESIGN:

REVISION

NUMBER:

CHECKED:

DRAWN:

DATE:

REVISIONS: APPD.DATE

0

4/1

4/ 1

7 - 4

:0

9p

m - JW

ad

e - P

:\A

\A

LB

00

4-A

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nts\0

40

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LB

00

4-P

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sin

g.d

wg

APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street

Corvallis, OR 97333

541 754 0043

ALBANY MUNICIPAL AIRPORT

APRON IMPROVEMENTS

CONSTRUCTION PLAN GENERAL

NOTES AND DETAILS

PRECISION APPROACH ENGINEERING, INC.

AIP PROJECT NO. 3-41-0001-014

APRIL 2017

CLH

JAW

GWV

0

AS SHOWN

ALB004

9

21

CONSTRUCTION PLAN GENERAL NOTES

1. EXCEPT FOR CLOSURES NOTED, AIRPORT AND AIR OPERATIONS AREAS (AOAS) TO REMAIN OPEN

TO AIRCRAFT OPERATIONS DURING ENTIRE COURSE OF WORK. SEE SPECIFICATIONS AND

CONSTRUCTION SAFETY AND PHASING PLAN (CSPP) TEXT FOR ADDITIONAL REQUIREMENTS.

CONTRACTOR SHALL COORDINATE WORK TO ASSURE MINIMUM INCONVENIENCE TO AIRPORT

OPERATIONS. IN ALL CIRCUMSTANCES SAFETY SHALL TAKE PRECEDENCE.

2. AIRCRAFT ACCESS TO THE APRON AREAS TO BE MAINTAINED AT ALL TIMES.

3. WORK WITHIN THE TAXIWAY/TAXILANE OBJECT FREE AREA (TOFA) OR TAXIWAY/TAXILANE SAFETY

AREA (TSA) WILL REQUIRE CLOSURE OR RESTRICTED USE OF IMPACTED TAXIWAY. SEE AIRFIELD

CRITICAL AREAS DRAWING FOR LIMITS. SEE CSPP TEXT FOR ADDITIONAL REQUIREMENTS.

4. THE CONTRACTOR SHALL PROVIDE SUFFICIENT LEAD TIME FOR REQUIRED NOTIFICATIONS WITH

PROJECT STAKEHOLDERS AND THE FEDERAL AVIATION ADMINISTRATION. THIS WILL REQUIRE

SUBMITTAL OF A PRELIMINARY SCHEDULE TO INCLUDE START DATES FOR INDIVIDUAL PHASES AND

DATES FOR AIRPORT FACILITIES IMPACTS WITHIN 10 CALENDAR DAYS AFTER NOTICE OF CONTRACT

AWARD. A REVISED "CONSTRUCTION SCHEDULE" WILL BE PREPARED IN CONJUNCTION WITH THE

PRE-CONSTRUCTION MEETING. THE CONTRACTOR SHALL NOTIFY THE OWNER WITH REQUESTS

FOR NOTICES TO AIRMEN (NOTAMS) 48 HOURS PRIOR TO IMPLEMENTATION. CONTRACTOR SHALL

COORDINATE WITH ENGINEER FOR CONSTRUCTION RELATED AOA CLOSURES. CLOSURES ARE

SUBJECT TO APPROVAL BY THE OWNER. SEE CSPP TEXT FOR ADDITIONAL REQUIREMENTS.

5. CONTRACTOR SHALL DELINEATE LOCATION OF TOFA AT TRAFFIC ACCESS POINTS, AND PROVIDE

OTHER FIELD DELINEATION TO SEPARATE CONSTRUCTION ACTIVITIES FROM AIRPORT OPERATIONS

AS DIRECTED BY THE ENGINEER. DELINEATION WITHIN THE ROFA AND TOFA SHALL BE LOW

PROFILE AND SHALL NOT PRESENT A HAZARD TO AIRCRAFT. CONES, STAKES, OR OTHER METHODS

AS APPROVED BY THE ENGINEER MAY BE USED OUTSIDE THE ROFA AND TOFA.

6. BARRICADES, LIGHTS, AND OTHER CONSTRUCTION CONTROL DEVICES FURNISHED, PLACED, AND

MAINTAINED BY THE CONTRACTOR SHALL BE PROVIDED AT VARIOUS LOCATIONS, AS NECESSARY

TO ADEQUATELY SEPARATE CONSTRUCTION ACTIVITIES FROM THE AOA. BARRICADES SHOWN ON

THE DRAWINGS ARE FOR REFERENCE AND THE NUMBER AND LOCATION OF BARRICADES MAY

CHANGE TO MEET SAFETY REQUIREMENTS. SEE CSPP PARAGRAPH 220.B.1 FOR ADDITIONAL

REQUIREMENTS.

7. PRIOR TO REOPENING A CLOSED TAXIWAY, TAXILANE, OR APRON AREA FOR OPERATIONS THE

CONTRACTOR SHALL PROVIDE ADEQUATE TIME FOR THE ENGINEER OR OWNER TO INSPECT FOR

CLEANLINESS AND CONFORMANCE TO REGULATIONS INCLUDING GRADING REQUIREMENTS OF THE

TAXIWAY/TAXILANE SAFETY AREA (TSA). THE TIME NEEDED FOR INSPECTION AND POSSIBLE

NECESSARY CORRECTIVE ACTION SHALL BE INCLUDED WITHIN THE ALLOWED CLOSURE PERIOD.

8. WORK AREAS SHOWN IN PHASING PLANS ARE APPROXIMATE. SEE APPROPRIATE DRAWINGS FOR

SPECIFIC WORK LIMITS. CONTRACTOR SHALL COORDINATE ALL WORK ELEMENTS COMPATIBLE

WITH INTENDED PHASE UNLESS OTHERWISE APPROVED BY THE ENGINEER OR OWNER. AIRCRAFT

OPERATIONS ROUTES SHOWN ARE APPROXIMATE AND ARE NOT LIMITED TO LOCATIONS SHOWN.

CONTRACTOR SHALL REMAIN CLEAR OF AIRCRAFT OPERATIONS AT ALL TIMES.

9. CONTRACTOR SHALL NOT BLOCK VEHICLE ACCESS ROADS OR GATES AT ANY TIME.

10. LOCATION OF THE CONTRACTOR'S STAGING AREAS ARE APPROXIMATE. VERIFY LIMITS AND

LOCATIONS WITH ENGINEER PRIOR TO MOBILIZATION.

11. ALL VEHICLES NOT ESSENTIAL FOR CONSTRUCTION, INCLUDING CONTRACTOR-EMPLOYEE

VEHICLES SHALL REMAIN OUTSIDE OF AIR OPERATIONS AREA. PARKING SHALL BE CONFINED TO

THE CONTRACTOR'S STAGING AREA.

12. ALL PORTIONS OF WORK NOT COVERED BY PAYMENT UNDER A SPECIFIC BID ITEM OR LISTED AS

INCIDENTAL TO A BID ITEM SHALL BE CONSIDERED INCIDENTAL TO THE MOBILIZATION BID ITEM.

13. THE CONTRACTOR SHALL USE AND MONITOR THE AIRPORT'S COMMON TRAFFIC ADVISORY

FREQUENCY (CTAF), 122.800 MHZ. SEE CSPP TEXT FOR ADDITIONAL REQUIREMENTS.

14. CONTRACTOR SHALL SCREEN EXISTING GUIDANCE SIGNS LEADING TO CLOSED AREAS USING

METHODS APPROVED BY ENGINEER. CONTRACTOR SHALL SUBMIT GUIDANCE SIGN SCREENING

PLAN FOR ENGINEER REVIEW AND APPROVAL PRIOR TO IMPLEMENTATION.

SIDE VIEW

TOP VIEW

96"

NOTES:

1. PROVIDE BARRICADE CAPABLE OF BEING FILLED WITH WATER OR SAND. IF ALTERNATE

METHOD OF ANCHORING IS USED IT SHALL NOT CAUSE DAMAGE TO PAVEMENT.

2. BARRICADE TO BE CAPABLE OF BEING DEPLOYED BY ONE PERSON WHEN EMPTY.

3. CONTRACTOR SHALL MAINTAIN ALL LIGHTS IN WORKING ORDER FOR THE DURATION OF

THE PROJECT. CONTRACTOR SHALL REPLACE FLAGS AS NECESSARY OR AS DIRECTED

BY THE ENGINEER DUE TO DETERIORATION.

4. BARRICADES TO BE PROVIDED BY THE CONTRACTOR ARE INCIDENTAL TO THE

MOBILIZATION BID ITEM AND ARE PROPERTY OF THE CONTRACTOR UPON COMPLETION

OF THE PROJECT.

RED

FLASHING

LIGHT, TYP

ORANGE

FLAG

10"

MAX

PORTABLE PLASTIC BARRICADE DETAIL 1

9

NTS

REENIG

N

E

OREGON

72693PEREGISTERED PROFESSIONAL

GOFF

EW VAUGHN

EXPIRES 6/30/2018

.

PROJECT NUMBER:

OF

SHEET NO.

SCALE:

DESIGN:

REVISION

NUMBER:

CHECKED:

DRAWN:

DATE:

REVISIONS: APPD.DATE

0

4/1

4/ 1

7 - 4

:1

0p

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sio

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tro

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wg

APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street

Corvallis, OR 97333

541 754 0043

ALBANY MUNICIPAL AIRPORT

APRON IMPROVEMENTS

EROSION AND SEDIMENT

CONTROL PLAN NOTES

PRECISION APPROACH ENGINEERING, INC.

AIP PROJECT NO. 3-41-0001-014

APRIL 2017

CLH

JAW

GWV

0

AS SHOWN

ALB004

10

21

REENIG

N

E

OREGON

72693PEREGISTERED PROFESSIONAL

GOFF

EW VAUGHN

EXPIRES 6/30/2018

.

STANDARD NOTES (DEQ 1200-C PERMIT) INSPECTION FREQUENCY

1. Hold a pre-construction meeting of project construction personnel that includes the inspector to discuss

erosion and sediment control measures and construction limits. (Schedule A.8.c.i.(3))

2. All inspections must be made in accordance with DEQ 1200-C permit requirements. (Schedule A.12.b and

Schedule B.1)

3. Inspection logs must be kept in accordance with DEQ’s 1200-C permit requirements. (Schedule B.1.c and

B.2)

4. Retain a copy of the ESCP and all revisions on site and make it available on request to DEQ, Agent, or the

local municipality. During inactive periods of greater than seven (7) consecutive calendar days, the above

records must be retained by the permit registrant but do not need to be at the construction site. (Schedule

B.2.c)

5. All permit registrants must implement the ESCP. Failure to implement any of the control measures or

practices described in the ESCP is a violation of the permit. (Schedule A 8.a)

6. The ESCP must be accurate and reflect site conditions. (Schedule A.12.c.i)

7. Submission of all ESCP revisions is not required. Submittal of the ESCP revisions is only under specific

conditions. Submit all necessary revision to DEQ or Agent within 10 days. (Schedule A.12.c.iv. and v)

8. Phase clearing and grading to the maximum extent practical to prevent exposed inactive areas from

becoming a source of erosion. (Schedule A.7.a.iii)

9. Identify, mark, and protect (by construction fencing or other means) critical riparian areas and vegetation

including important trees and associated rooting zones, and vegetation areas to be preserved. Identify

vegetative buffer zones between the site and sensitive areas (e.g., wetlands), and other areas to be

preserved, especially in perimeter areas. (Schedule A.8.c.i.(1) and (2))

10. Preserve existing vegetation when practical and re-vegetate open areas. Re-vegetate open areas when

practicable before and after grading or construction. (Schedule A.7.a.v)

11. Maintain and delineate any existing natural buffer within the 50-feet of waters of the state. (Schedule

A.7.b.i.and (2(a)(b))

12. Install perimeter sediment control, including storm drain inlet protection as well as all sediment basins,

traps, and barriers prior to land disturbance. (Schedule A.8.c.i.(5))

13. Control both peak flow rates and total stormwater volume, to minimize erosion at outlets and downstream

channels and streambanks. (Schedule A.7.c)

14. Control sediment as needed along the site perimeter and at all operational internal storm drain inlets at all

times during construction, both internally and at the site boundary. (Schedule A.7.d.i)

15. Establish concrete truck and other concrete equipment washout areas before beginning concrete work.

(Schedule A.8.c.i.(6))

16. Apply temporary and/or permanent soil stabilization measures immediately on all disturbed areas as

grading progresses. Temporary or permanent stabilizations measures are not required for areas that are

intended to be left unvegetated, such as dirt access roads or utility pole pads.(Schedule A.8.c.ii.(3))

17. Establish material and waste storage areas, and other non-stormwater controls. (Schedule A.8.c.i.(7))

18. Prevent tracking of sediment onto public or private roads using BMPs such as: construction entrance,

graveled (or paved) exits and parking areas, gravel all unpaved roads located onsite, or use an exit tire

wash. These BMPs must be in place prior to land-disturbing activities. (Schedule A 7.d.ii and A.8.c.i(4))

19. When trucking saturated soils from the site, either use water-tight trucks or drain loads on site. (Schedule

A.7.d.ii.(5))

20. Control prohibited discharges from leaving the construction site, i.e., concrete wash-out, wastewater from

cleanout of stucco, paint and curing compounds. (Schedule A.6)

21. Use BMPs to prevent or minimize stormwater exposure to pollutants from spills; vehicle and equipment

fueling, maintenance, and storage; other cleaning and maintenance activities; and waste handling

activities. These pollutants include fuel, hydraulic fluid, and other oils from vehicles and machinery, as well

as debris, fertilizer, pesticides and herbicides, paints, solvents, curing compounds and adhesives from

construction operations. (Schedule A.7.e.i.(2))

22. Implement the following BMPs when applicable: written spill prevention and response procedures,

employee training on spill prevention and proper disposal procedures, spill kits in all vehicles, regular

maintenance schedule for vehicles and machinery, material delivery and storage controls, training and

signage, and covered storage areas for waste and supplies. (Schedule A. 7.e.iii.)

23. Use water, soil-binding agent or other dust control technique as needed to avoid wind-blown soil.

(Schedule A 7.a.iv)

24. The application rate of fertilizers used to reestablish vegetation must follow manufacturer’s

recommendations to minimize nutrient releases to surface waters. Exercise caution when using

time-release fertilizers within any waterway riparian zone. (Schedule A.9.b.iii)

25. If an active treatment system (for example, electro-coagulation, flocculation, filtration, etc.) for sediment or

other pollutant removal is employed, submit an operation and maintenance plan (including system

schematic, location of system, location of inlet, location of discharge, discharge dispersion device

design, and a sampling plan and frequency) before operating the treatment system. Obtain plan approval

before operating the treatment system. Operate and maintain the treatment system according to

manufacturer’s specifications. (Schedule A.9.d)

26. Temporarily stabilize soils at the end of the shift before holidays and weekends, if needed. The registrant is

responsible for ensuring that soils are stable during rain events at all times of the year. (Schedule A 7.b)

27. As needed based on weather conditions, at the end of each workday soil stockpiles must be stabilized or

covered, or other BMPs must be implemented to prevent discharges to surface waters or conveyance

systems leading to surface waters. (Schedule A 7.e.ii.(2))

28. Construction activities must avoid or minimize excavation and bare ground activities during wet weather.

(Schedule A.7.a.i)

29. Sediment fence: remove trapped sediment before it reaches one third of the above ground fence height

and before fence removal. (Schedule A.9.c.i)

30. Other sediment barriers (such as biobags): remove sediment before it reaches two inches depth above

ground height and before BMP removal. (Schedule A.9.c.i)

31. Catch basins: clean before retention capacity has been reduced by fifty percent. Sediment basins and

sediment traps: remove trapped sediments before design capacity has been reduced by fifty percent and

at completion of project. (Schedule A.9.c.iii& iv)

32. Within 24 hours, significant sediment that has left the construction site, must be remediated. Investigate

the cause of the sediment release and implement steps to prevent a recurrence of the discharge within the

same 24 hours. Any in-stream clean-up of sediment shall be performed according to the Oregon Division

of State Lands required timeframe. (Schedule A.9.b.i)

33. The intentional washing of sediment into storm sewers or drainage ways must not occur. Vacuuming or dry

sweeping and material pickup must be used to cleanup released sediments. (Schedule A.9.b.ii)

34. The entire site must be temporarily stabilized using vegetation or a heavy mulch layer, temporary seeding,

or other method should all construction activities cease for 30 days or more. (Schedule A.7.f.i)

35. Provide temporary stabilization for that portion of the site where construction activities cease for 14 days or

more with a covering of blown straw and a tackifier, loose straw, or an adequate covering of compost

mulch until work resumes on that portion of the site. (Schedule A.7.f.ii)

36. Do not remove temporary sediment control practices until permanent vegetation or other cover of exposed

areas is established. Once construction is complete and the site is stabilized, all temporary erosion

controls and retained soils must be removed and disposed of properly, unless doing so conflicts with local

requirements. (Schedule A.8.c.iii(1) and D.3.c.ii and iii)

STANDARD NOTES (cont.)

SITE CONDITION

1. ACTIVE PERIOD

2. PRIOR TO THE SITE BECOMING

INACTIVE OR IN ANTICIPATION OF

SITE INACCESSIBILITY.

3. INACTIVE PERIODS GREATER

THAN FOURTEEN (14)

CONSECUTIVE CALENDAR DAYS

4. PERIODS DURING WHICH THE SITE

IS INACCESSIBLE DUE TO

INCLEMENT WEATHER.

5. PERIODS DURING WHICH

DISCHARGE IS UNLIKELY DUE TO

FROZEN CONDITIONS.

MINIMUM FREQUENCY

DAILY WHEN STORMWATER RUNOFF, INCLUDING

RUNOFF FROM SNOWMELT, IS OCCURRING

AT LEAST ONCE EVERY TWO (2) WEEKS, REGARDLESS

OF WHETHER STORMWATER IS OCCURRING

ONCE TO ENSURE THAT EROSION AND SEDIMENT

CONTROL MEASURES ARE IN WORKING ORDER. ANY

NECESSARY MAINTENANCE AND REPAIR MUST BE

MADE PRIOR TO LEAVING THE SITE

ONCE EVERY MONTH

IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A

RELEVANT AND ACCESSIBLE DISCHARGE POINT OR

DOWNSTREAM LOCATION

MONTHLY. RESUME MONITORING IMMEDIATELY UPON

MELT, OR WHEN WEATHER CONDITIONS MAKE

DISCHARGES LIKELY.

SD

S

D

SD SD SD SD SD SD SD SD SD SD SD SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

S

D

S

D

S

D

SD

SD

SD

SD

SD

SD

SD

SD

S

D

S

D

S

D

S

D

APPROXIMATE PROJECT WORK LIMITS

EROSION AND SEDIMENT CONTROL PLAN

PROJECT NUMBER:

OF

SHEET NO.

SCALE:

DESIGN:

REVISION

NUMBER:

CHECKED:

DRAWN:

DATE:

REVISIONS: APPD.DATE

0

4/1

4/ 1

7 - 4

:1

0p

m - JW

ad

e - P

:\A

\A

LB

00

4-A

pro

n Im

pro

ve

me

nts\0

40

0C

AD

\D

WG

\S

he

ets\A

LB

00

4-E

ro

sio

nC

on

tro

l.d

wg

APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street

Corvallis, OR 97333

541 754 0043

ALBANY MUNICIPAL AIRPORT

APRON IMPROVEMENTS

EROSION AND SEDIMENT

CONTROL PLAN

PRECISION APPROACH ENGINEERING, INC.

AIP PROJECT NO. 3-41-0001-014

APRIL 2017

CLH

JAW

GWV

0

AS SHOWN

ALB004

11

21

REENIG

N

E

OREGON

72693PEREGISTERED PROFESSIONAL

GOFF

EW VAUGHN

EXPIRES 6/30/2018

.

STANDARD PRACTICE CODING SYSTEM:

IP

PS

BB BIOFILTER BAGS, SEE DETAIL

STORM DRAIN INLET PROTECTION, SEE DETAIL

SEDIMENT FENCE, SEE DETAIL

DUST CONTROL

CONSTRUCTION ENTRANCE, SEE DETAIL

PERMANENT SEEDING

(SEE SPECIFICATIONS T-901)

DIRECTION OF FLOW

1. SEED USED FOR HYDROSEEDING COMPOSED OF T-901 MIX SPECIFICATIONS UNLESS OTHERWISE AUTHORIZED.

2. AREAS OF HYDROSEEDING SHOWN WILL BE PAID UNDER HYDROSEEDING BID ITEM. ALL OTHER AREAS DISTURBED BY

THE CONTRACTOR WILL REQUIRE HYDROSEEDING AND WILL BE AT THE CONTRACTOR'S EXPENSE.

3. EROSION CONTROL ITEMS TO BE PLACED BASED ON PROJECT PHASING AND AS DIRECTED BY THE ENGINEER.

4. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEASURES THAT MAY BE REQUIRED BY THE CONTRACTORS MEANS

AND METHODS OF CONSTRUCTION AS NEEDED TO CONTROL EROSION AND SEDIMENT AT THE CONSTRUCTION SITE

AND TO PREVENT VIOLATION OF SURFACE WATER QUALITY, GROUND WATER QUALITY, OR SEDIMENT MANAGEMENT

STANDARDS AND SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES AND

STANDARDS. CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR PERMIT COMPLIANCE AND APPLICABLE

REQUIREMENTS INDICATED ON SHEET 10.

5. EXISTING CATCH BASINS AND INLETS TO BE PROTECTED PRIOR TO DEMOLITION. NEWLY INSTALLED CATCH BASINS

AND INLETS TO BE PROTECTED UNTIL CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.

6. PUBLIC RIGHTS-OF-WAY AND AIRCRAFT OPERATIONS AREAS SHALL BE KEPT IN A CLEAN AND SERVICEABLE

CONDITION AT ALL TIMES. IN THE EVENT MATERIALS ARE INADVERTENTLY DEPOSITED ON ROADWAYS, TAXIWAYS OR

APRONS THE MATERIAL SHALL BE PROMPTLY REMOVED.

NOTES

SF

CE

1

12

NO

RTH

0 30 60 120

SCALE IN FEET

DC

4

12

5

12

2

12

BB

IP

SF

TYP

DC

CE

TYP

BIO FILTER BAG,

FOR CROSS SECTION

SEE DETAIL3

12

5

0

'

F

L

O

W

A

SECTION A-A'

A'

ELEVATION

8' MAX.

POSTS, SAME SPACING

2"x2" WOOD POSTS

ALTERNATE: STEEL FENCE

FABRIC

EXPOSURE

2'-6" MIN.

BURY BOTTOM OF FILTER MATERIAL

IN MIN. 6" DEEP BY 6" WIDE TRENCH

NOTES:

1. INSTALLATION SHALL FOLLOW THE

MANUFACTURER'S RECOMMENDATIONS.

2. POSTS SHALL BE INSTALLED SO THAT A

MIN. OF 3'-0" EXTENDS ABOVE THE

GROUND WITH A MIN. OF 2'-0"

EMBEDMENT.

3. FILTER FABRIC SHALL BE PURCHASED IN

A CONTINUOUS ROLL TO AVOID JOINTS.

4. SPLICE JOINTS AT SUPPORT POSTS

ONLY, WITH A MIN. 6" OVERLAP.

5. SEDIMENT FENCE SHALL BE HIGH

VISIBILITY ORANGE FENCE.

GEOTEXTILE INSERT

GEOTEXTILE

INSERT SEWN FLAP

REBAR

FLOW

FLOW

FLOW

TYPE A

TYPE B

BURY IN NATIVE

GROUND

NOTES:

1. STAKING OF BAGS MAY BE REQUIRED USING (2) 1"X2"

WOOD STAKES OR APPROVED EQUAL PER BAG

BIO FILTER BAG DITCHES AND SWALES 2

12

NTS

INLET PROTECTION 5

12

NTS

BIO FILTER BAG SECTION 3

12

NTS

SEDIMENT FENCE DETAIL 4

12

NTS

BIO-FILTER BAG

SEDIMENT BARRIER,

TYP.

CATCH BASIN OR

INLET STRUCTURE

NOTES:

1. PT 'A' MUST BE 6" MIN HIGHER THAN PT 'B'

PT 'A'

6" OVERLAP TYP

RADIUS = 25' MIN.

A

P

P

R

O

V

E

D

A

C

C

E

S

S

P

O

I

N

T

P

R

O

V

I

D

E

F

U

L

L

W

I

D

T

H

O

F

I

N

G

R

E

S

S

/

E

G

R

E

S

S

A

R

E

A

6" MIN.

DEPTH

6

5

'

GRAVEL CONSTRUCTION ENTRANCE 1

12

NTS

CRUSHED AGGREGATE

BASE SHOULDER MATERIAL

SUBGRADE REINFORCEMENT

GEOTEXTILE FABRIC

PROJECT NUMBER:

OF

SHEET NO.

SCALE:

DESIGN:

REVISION

NUMBER:

CHECKED:

DRAWN:

DATE:

REVISIONS: APPD.DATE

0

4/1

4/ 1

7 - 4

:1

0p

m - JW

ad

e - P

:\A

\A

LB

00

4-A

pro

n Im

pro

ve

me

nts\0

40

0C

AD

\D

WG

\S

he

ets\A

LB

00

4-E

ro

sio

nC

on

tro

l.d

wg

APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street

Corvallis, OR 97333

541 754 0043

ALBANY MUNICIPAL AIRPORT

APRON IMPROVEMENTS

EROSION AND SEDIMENT

CONTROL PLAN DETAILS

PRECISION APPROACH ENGINEERING, INC.

AIP PROJECT NO. 3-41-0001-014

APRIL 2017

CLH

JAW

GWV

0

AS SHOWN

ALB004

12

21

REENIG

N

E

OREGON

72693PEREGISTERED PROFESSIONAL

GOFF

EW VAUGHN

EXPIRES 6/30/2018

.

PT 'B'

2'-6" MIN.

FABRIC

EXPOSURE

6" MIN.

1'-0" MIN.

BURY FOR FABRIC

S

L

O

P

E

FABRIC

6" MIN

TRENCH

REINFORCING NETTING, IF

RECOMMENDED BY MFG

TRENCH BACKFILL

POST

FILTER FABRIC MATERIAL,

36" WIDE ROLLS MINIMUM.

ATTACH TO POSTS, SEE NOTE 5

RUNWAY 16-34

FBO BUILDING

TAXIWAY A

SD

SD

S

D

S

D

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD

SD

SD

SD

S

D

S

D

S

D

S

D

S

D

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

DAIRPORT RD

TA

XIW

AY

A

2

EXISTING STORM

DRAIN PIPE TO BE

REMOVED, TYP

EXISTING STORM DRAIN

MANHOLE TO BE REMOVED

LIMITS OF PARTIAL DEPTH

PAVEMENT REMOVAL, TYP

TIE-DOWN ANCHOR

TO BE REMOVED, TYP,

SEE DETAIL4

18

10'

TYP

EXISTING ELECTRICAL SYSTEM TO

REMAIN IN PLACE PROTECT

DURING CONTRUCTION, TYP

EXISTING STORM DRAIN

SYSTEM TO REMAIN,

PROTECT DURING

CONTRUCTION, TYP

EXISTING STORM DRAIN CATCH

BASIN TO BE REMOVED

RETROREFLECTIVE MARKERS

TO BE REMOVED, TYP

EXISTING STORM DRAIN CATCH

BASIN TO BE REMOVED

NO

RTH

FULL DEPTH PAVEMENT REMOVAL

APPROXIMATE LIMITS OF 1/2" - 3"± PARTIAL DEPTH

PAVEMENT REMOVAL BY COLD MILLING

1/2" DEPTH PAVEMENT REMOVAL BY COLD MILLING

EXISTING STORM DRAIN TO BE REMOVED

PAVEMENT MARKING REMOVAL

STRUCTURE TO BE REMOVED

TIE-DOWN ANCHORS TO BE REMOVED,

SEE DETAIL

1. LIMITS OF PAVEMENT REMOVAL ARE APPROXIMATE. CONTRACTOR SHALL

LAYOUT LIMITS WITH SURVEY AND FIELD VERIFY WITH ENGINEER PRIOR TO

REMOVAL. SEE APRON LAYOUT PLAN FOR LIMITS AND GRADING SHEETS

FOR ADDITIONAL INFORMATION.

2. SEE DEMOLITION SPECIFICATIONS FOR REQUIREMENTS RELATED TO ITEMS

REMOVED AND/OR SALVAGED.

3. ALL PAVEMENT TO BE REMOVED BY COLD-MILLING UNLESS OTHERWISE

APPROVED. ALL GRINDINGS GENERATED DURING PAVEMENT REMOVAL

SHALL BE DISPOSED OF OFFSITE. SEE SPECIFICATIONS.

4. THE PAVEMENT MILLING OPERATION SHALL PRODUCE A PAVEMENT

SURFACE WHICH IS TRUE TO REQUIRED GRADE AND UNIFORM WHEN

MEASURED WITH 12-FOOT STRAIGHTEDGE. AREAS THAT DISPLAY ABRUPT

TRANSITIONS OR RIDGES IN EXCESS OF ½” SHALL BE RE-MILLED TO

PROVIDE A SMOOTH TRANSITION. PAVEMENT MILLING WILL BE MEASURED

BY THE SQUARE YARD OF THE FINAL MILLED SURFACE AREA REGARDLESS

OF THE NUMBER OF PASSES REQUIRED TO ACHIEVE ACCEPTABLE RESULTS.

5. GRADE CONTROL DURING COLD MILLING OPERATION IS REQUIRED. COLD

MILLING DEPTH WILL VARY, SEE SPECIFICATIONS.

6. ALL ELEMENTS OF DEMOLITION UNLESS OTHERWISE NOTED WILL BE

DISPOSED OF OFFSITE AND CONSIDERED INCIDENTAL TO THE DEMOLITION

BID ITEM.

7. DEMOLITION SHALL BE LIMITED TO APPROXIMATE WORK AREAS IDENTIFIED

IN THE CONSTRUCTION PLAN SHEETS FOR EACH PHASE UNLESS

OTHERWISE APPROVED BY THE ENGINEER.

8. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. SEE GENERAL NOTE 4,

SHEET 3 FOR CONTRACTOR REQUIREMENTS.

DEMOLITION NOTES LEGEND

PROJECT NUMBER:

OF

SHEET NO.

SCALE:

DESIGN:

REVISION

NUMBER:

CHECKED:

DRAWN:

DATE:

REVISIONS: APPD.DATE

0

4/1

4/ 1

7 - 4

:1

0p

m - JW

ad

e - P

:\A

\A

LB

00

4-A

pro

n Im

pro

ve

me

nts\0

40

0C

AD

\D

WG

\S

he

ets\A

LB

00

4-D

em

o.d

wg

APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street

Corvallis, OR 97333

541 754 0043

ALBANY MUNICIPAL AIRPORT

APRON IMPROVEMENTS

DEMOLITION PLAN

PRECISION APPROACH ENGINEERING, INC.

AIP PROJECT NO. 3-41-0001-014

APRIL 2017

CLH

JAW

GWV

0

AS SHOWN

ALB004

13

21

REENIG

N

E

OREGON

72693PEREGISTERED PROFESSIONAL

GOFF

EW VAUGHN

EXPIRES 6/30/2018

.

0 20 40 80

SCALE IN FEET

4

18

RUNWAY 16-34

FBO BUILDING

TAXIWAY A

AIRPORT RD

N 365583.59

E 7535831.21

N 365447.20

E 7535825.24

N 365499.92

E 7535835.34

N 365501.74

E 7535849.40

N 365499.08

E 7535863.32

N 365466.76

E 7535867.51

N 365573.62

E 7535870.83

N 365541.06

E 7535864.59

N 365539.24

E 7535850.53

N 365541.90

E 7535836.61

N 364878.14

E 7535808.03

N 364730.21

E 7535803.55

N 364782.93

E 7535813.65

N 364784.75

E 7535827.71

N 364782.08

E 7535841.64

N 364745.40

E 7535846.39

N 364856.62

E 7535849.15

N 364824.06

E 7535842.91

N 364822.24

E 7535828.85

N 364824.91

E 7535814.92

N 364699.55

E 7535802.63

N 364705.35

E 7535610.96

N 365588.68

E 7535662.85

531'9 EQUAL SPACES

472'8 EQUAL SPACES

N 364793.03

E 7535738.51

N 364887.51

E 7535741.36

TA

XIW

AY

A

2

N 364978.20

E 7535752.19

N 365508.96

E 7535768.24

TIE-DOWN TYPE B, TYP, SEE DETAIL 3

18

TIE-DOWN TYPE A, TYP,

SEE DETAIL .2

18

N 364950.13

E 7535704.29

TAXILANE CENTERLINE

N 365421.92

E 7535718.56

TAXILANE CENTERLINE

N 365546.42

E 7535661.58

N 365546.90

E 7535645.33

N 365083.22

E 7535622.39

N 365082.93

E 7535632.03

NO

RTH

PROJECT NUMBER:

OF

SHEET NO.

SCALE:

DESIGN:

REVISION

NUMBER:

CHECKED:

DRAWN:

DATE:

REVISIONS: APPD.DATE

0

4/1

4/ 1

7 - 4

:1

0p

m - JW

ad

e - P

:\A

\A

LB

00

4-A

pro

n Im

pro

ve

me

nts\0

40

0C

AD

\D

WG

\S

he

ets\A

LB

00

4-L

ayo

ut.d

wg

APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street

Corvallis, OR 97333

541 754 0043

ALBANY MUNICIPAL AIRPORT

APRON IMPROVEMENTS

LAYOUT PLAN

PRECISION APPROACH ENGINEERING, INC.

AIP PROJECT NO. 3-41-0001-014

APRIL 2017

CLH

JAW

GWV

0

AS SHOWN

ALB004

14

21

REENIG

N

E

OREGON

72693PEREGISTERED PROFESSIONAL

GOFF

EW VAUGHN

EXPIRES 6/30/2018

.

0 20 40 80

SCALE IN FEET

1. SEE MARKING PLAN FOR TAXILANE CENTERLINE LAYOUT.

2. SEE PAVING AND GRADING PLAN FOR STORM SYSTEM LAYOUT.

3. LOCATION AND LIMITS OF PAVEMENT CRACK SEALING AS DIRECTED

BY THE ENGINEER, SEE DETAIL .

LAYOUT NOTES

2

17

MATCH EXISTING, TYP,

SEE DETAIL1

17

LIMITS OF FULL DEPTH TAXIWAY

CONNECTOR PAVEMENT, TYP,

SEE DETAIL 3

16

NEW TAXIWAY CONNECTOR,

SEE TYPICAL SECTION .4

16

APRON OVERLAY AND

PAVEMENT DIGOUT AREAS,

TYP, SEE DETAILS AND .2

16

3

17

RUNWAY 16-34

FBO BUILDING

TAXIWAY A

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

DAIRPORT RD

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

TA

XIW

AY

A

2

CONNECT TO EXISTING

STORM DRAIN STRUCTURE,

VERIFY LOCATION WITH

ENGINEER

.2.

2

.4

.6

.8

2

2

3

2

2

4

2

2

4

.

6

.

8

.

2

.

4

.

6

.

8

.

2

.

2

.

2

.

4

2

2

3

2

2

4

.

2

.

4

.

6

.

8

.

2

.

4

223

.8

.2

.

4

.6

.

6

SD CB

N 365099.20

E 7535767.65

RIM 223.18

12" RCP (IN) IE 220.60 (NE)

12" RCP (IN) IE 220.60 (SW)

12" RCP (OUT) IE 220.50 (S)

SD CB

N 364956.35

E 7535763.34

RIM 222.40

12" RCP (IN) IE 219.90 (N)

12" RCP (IN) IE 219.90 (SW)

12" RCP (OUT) IE 219.85 (S)

SD CB

N 365046.95

E 7535637.32

RIM 223.60

12" RCP (IN) IE 220.87 (SW)

6" PVC (IN) IE 220.87 (N)

12" RCP (OUT) IE 220.77 (NE)

1

1

2

2

1

2

MATCH EXISTING GRADE

MATCH EXISTING

GRADE

MATCH EXISTING GRADE

5% TYP

10'

TYP

SLOPE VARIES, TYP

SD CB

N 364861.16

E 7535711.94

RIM 222.60

12" RCP (OUT) IE 220.30 (NE)

N 365373.56

E 7535668.74

RIM 224.70

IE 223.70

N 365492.60

E 7535672.34

RIM 224.80

IE 223.80

3

1

N 365047.32

E 7535674.29

HP 223.90

N 365000.10

E 7535647.33

HP 223.90

N 364737.31

E 7535634.99

HP 223.70

N 364893.43

E 7535734.49

HP 223.10

.

4

2

INSTALL CHANNEL DRAIN,

SEE DETAIL .1

19

2

2

3

2

2

4

2

2

5

.

2

.

4

.

6

.

8

.

2

.

4

.

6

.8

.

8

.6

.4

.

8

225

225

CONNECT TO EXISTING PIPE,

INCIDENTAL TO STORM DRAIN

CATCH BASIN BID ITEM

N 364660.02

E 7535818.74

FL 223.00

N 364744.12

E 7535825.62

FL 223.33

N 364841.15

E 7535827.20

FL 223.20

N 364878.42

E 7535824.99

FL 222.90

N 365316.13

E 7535835.99

FL 223.09

N 365403.96

E 7535839.29

FL 223.20

N 365466.35

E 7535846.93

FL 223.41

N 365560.59

E 7535850.82

FL 223.80

N 365611.39

E 7535845.40

FL 222.81

NO

RTH

PROJECT NUMBER:

OF

SHEET NO.

SCALE:

DESIGN:

REVISION

NUMBER:

CHECKED:

DRAWN:

DATE:

REVISIONS: APPD.DATE

0

4/1

4/ 1

7 - 4

:1

0p

m - JW

ad

e - P

:\A

\A

LB

00

4-A

pro

n Im

pro

ve

me

nts\0

40

0C

AD

\D

WG

\S

he

ets\A

LB

00

4-P

avin

g.d

wg

APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street

Corvallis, OR 97333

541 754 0043

ALBANY MUNICIPAL AIRPORT

APRON IMPROVEMENTS

PAVING AND GRADING PLAN

PRECISION APPROACH ENGINEERING, INC.

AIP PROJECT NO. 3-41-0001-014

APRIL 2017

CLH

JAW

GWV

0

AS SHOWN

ALB004

15

21

REENIG

N

E

OREGON

72693PEREGISTERED PROFESSIONAL

GOFF

EW VAUGHN

EXPIRES 6/30/2018

.

0 20 40 80

SCALE IN FEET

CONNECT TO EXISTING

STORM DRAIN STRUCTURE

LEGEND

INSTALL NEW 12" RCP PIPE, SEE DETAIL

INSTALL NEW CATCH BASIN, SEE DETAIL

INSTALL NEW 6" PVC PIPE, SEE DETAIL

1

2

1

20

2

20

3

1

20

BITUMINOUS SURFACE COURSE, PAVEMENT

OVERLAY DEPTH VARIES, CONSTRUCT IN

LIFTS (0.17'MIN, 0.25 MAX, PRELEVEL 0.17 MAX)

AS REQUIRED, TACK BETWEEN LIFTS, SEE

SPECIFICATIONS

EXISTING ASPHALT,

DEPTH VARIES

EXISTING SUBBASE

NEW APRON OVERLAY ON ASPHALT

PAVEMENT SECTION 2

16

NTS

EXISTING PAVEMENT

SECTION, DEPTH

VARIES

FINISH GRADE

EXISTING PAVEMENT REMOVED

BY COLD MILLING, SEE NOTE 1

NOTES:

1. REMOVE EXISTING SURFACE PAVEMENT MARKING, CRACK SEALANT, AND

PAVEMENT FOR A NOMINAL DEPTH OF 0.5 INCHES OR AS REQUIRED TO

MEET FINISH GRADE AND ALLOW FOR A MINIMUM 2 INCH BITUMINOUS

SURFACE COURSE LIFT.

2. CONTRACTOR SHALL DEVELOP PAVING PLAN ILLUSTRATING PANEL SIZE

AND OVERLAY LIFT THICKNESS THAT WILL MINIMIZE NEED FOR PRE-LEVEL

COURSE. CONTRACTOR SHALL PROVIDE PLAN TO ENGINEER FOR

EVALUATION A MINIMUM 7 DAYS PRIOR TO PAVING.

NEW PAVEMENT SECTION DETAIL 1

16

NTS

3" BITUMINOUS SURFACE

COURSE, SEE SPECIFICATIONS

5" CRUSHED AGGREGATE

BASE COURSE

8" SUBBASE COURSE

OVERLAY TO TAXIWAY FULL DEPTH

PAVEMENT CONNECTION DETAIL 3

16

NTS

1

16

SAWCUT AND REMOVE

EXISTING ASPHALT, MAINTAIN

VERTICAL EDGE, SEE NOTE 1

FINISH GRADE, SEE PAVING

AND GRADING PLAN

NEW FULL DEPTH

PAVEMENT SECTION,

SEE DETAIL .

COMPACT EXISTING SUBGRADE AS

REQUIRED, SEE SPECIFICATIONS

MULTIPLE LIFTS, 3" MAX THICKNESS

EXISTING PAVEMENT

SECTION, DEPTH

VARIES

12"

20'

PAVEMENT OVERLAY

TRANSITION FROM OVERLAY SECTION

TO FULL DEPTH PAVEMENT

CONSTRUCTION, VERIFY LIMITS WITH

ENGINEER

EXISTING ASPHALT,

DEPTH VARIES

NEW

PAVE

MENT

SECT

ION

COMPACT EXISTING SUBGRADE

GEOTEXTILE FABRIC

APPLY PRIME COAT ON PREPARED

BASE COURSE, SEE SPECIFICATIONS

NOTES:

1. MAINTAIN VERTICAL SAWCUT EDGE. RECUT IF NECESSARY AT

CONTRACTORS EXPENSE. CLEAN AND TACK COAT EDGE PRIOR TO PAVING.

PROJECT NUMBER:

OF

SHEET NO.

SCALE:

DESIGN:

REVISION

NUMBER:

CHECKED:

DRAWN:

DATE:

REVISIONS: APPD.DATE

0

4/1

4/ 1

7 - 4

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APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street

Corvallis, OR 97333

541 754 0043

ALBANY MUNICIPAL AIRPORT

APRON IMPROVEMENTS

PAVEMENT DETAILS AND TYPICAL

SECTION

PRECISION APPROACH ENGINEERING, INC.

AIP PROJECT NO. 3-41-0001-014

APRIL 2017

CLH

JAW

GWV

0

AS SHOWN

ALB004

16

21

REENIG

N

E

OREGON

72693PEREGISTERED PROFESSIONAL

GOFF

EW VAUGHN

EXPIRES 6/30/2018

.

CLEAN AND TACK COAT SURFACE

C

L

TAXIWAY FULL DEPTH PAVEMENT

TYPICAL SECTION 4

16

NTS

VARIESSEE LAYOUT PLAN

VARIESSEE LAYOUT PLAN

NEW FULL DEPTH PAVEMENT

SECTION, SEE DETAIL .

TAXIWAY

COMPACT EXISTING SUBGRADE,

SEE SPECIFICATIONS

MATCH EXISTING

GROUND, TYP

1

16

1' TYP

FINISH GRADE AT CENTERLINE

V

A

R

I

E

S

SLOPE VARIES, SEE GRADING PLAN, TYP

SHOULDER GRADING

SEE GRADING PLAN FOR

DISTANCE AND SLOPE

SHOULDER GRADING

SEE GRADING PLAN FOR

DISTANCE AND SLOPE

SHOULDER WIDTH VARIES

1' TYP

V

A

R

I

E

S

SHOULDER WIDTH VARIES

REMOVE 6" TOPSOIL UNDER ALL AREAS

OF CUT AND FILL OUTSIDE AREAS OF

PAVEMENT. TOPSOIL STRIPPINGS

SHALL BE STOCKPILED ONSITE AND

APPLIED TO SURFACE OF NONPAVED

AREAS DURING FINISH GRADING, TYP.

EXISTING GROUND

SEE LAYOUT PLAN FOR LOCATION

T + 1/4"

T = W + 3/8"

STEP 2

1/8" TYP

STEP 1

W

EXISTING CONDITION

NOTES:

1. CRACKS TO BE SEALED WILL BE DETERMINED BY ENGINEER.

2. AFTER THE PAVEMENT SURFACE IS REMOVED BY COLD MILLING, THE EXISTING

CRACKS SHALL BE THOROUGHLY CLEANED WITH COMPRESSED AIR OR BY OTHER

APPROVED METHODS. EXISTING SEALANT LOOSENED OR PARTIALLY REMOVED

SHALL BE ENTIRELY REMOVED AND THE CRACK EVALUATED FOR RESEALING.

3. FRESHLY LAID SEALANT ABOVE SURFACE LEVEL SHALL BE REMOVED PRIOR TO

OVERLAY. EXCESS SEALANT ADJACENT TO CRACK SHALL BE REMOVED BY GRINDING

OR BY METHOD DEMONSTRATED TO REMOVE SEALANT WITHOUT SIGNIFICANT

DISTRESS TO THE PAVEMENT.

SAWCUT OR ROUT

AND CLEAN CRACK

TOP OF EXISTING

PAVEMENT, TYP

REMOVE EXISTING AC PAVEMENT BETWEEN

2" AND ZERO POINT OVERLAY DEPTH BY

GRINDING OR OTHER APPROVED METHODS.

REPLACE WITH BITUMINOUS SURFACE

COURSE. SEE NOTE 2

2" M

IN

O

VE

RLA

Y

DE

PT

H O

R A

S

SH

OW

N O

N P

LA

NS

WHEN EXISTING PAVEMENT THICKNESS IS GREATER THAN 2"±

AND REMAINING PAVEMENT WILL SUPPORT CONSTRUCTION

EQUIPMENT AS DIRECTED BY THE ENGINEER

2" M

IN

O

VE

RLA

Y

DE

PT

H O

R A

S

SH

OW

N O

N P

LA

NS

SAWCUT AND REMOVE EXISTING AC PAVEMENT

BETWEEN 2" AND ZERO POINT OVERLAY DEPTH.

REPLACE WITH BITUMINOUS SURFACE COURSE

WHEN EXISTING PAVEMENT

THICKNESS IS APPROX 2"± OR LESS

SEAL JOINT

EXISTING ASPHALT

PAVEMENT

SEAL JOINT

EXISTING ASPHALT

PAVEMENT

NOTES:

1. MAINTAIN VERTICAL SAWCUT EDGE. RECUT IF NECESSARY AT

CONTRACTORS EXPENSE. CLEAN AND TACK COAT EDGE PRIOR

TO PAVING

2. CONTRACTOR SHALL SURVEY 2" OVERLAY LINE AND LAYOUT ON

PAVEMENT. VERIFY LIMITS WITH ENGINEER AFTER LAYOUT,

PRIOR TO SAWCUTTING OR GRINDING.

TRANSITION ZONE NOTCH DETAIL 1

17

NTS

REGRADE AND RECOMPACT EXISTING BASE COURSE IF

DISTURBED. IF BASE MATERIAL IS REMOVED DURING PAVEMENT

REMOVAL, THE CONTRACTOR SHALL REPLACE WITH BITUMINOUS

SURFACE COURSE AT NO ADDITIONAL COST TO THE OWNER

PAVEMENT CRACK SEALING DETAIL 2

17

NTS

TRANSITION NOTCH WITH

PARTIAL DEPTH ASPHALT PAVEMENT REMOVAL

TRANSITION NOTCH WITH

FULL DEPTH PAVEMENT REMOVAL

APPLY BACKER ROD

IF REQUIRED FOR

DEEP CRACKS

PAVEMENT DIGOUT DETAIL 3

17

NTS

NOTES:

1. DIGOUT SIZE AND LOCATIONS WILL VARY THROUGHOUT THE PROJECT AREA DEPENDING

ON EVALUATION DURING CONSTRUCTION. LIMITS OF PAVEMENT REMOVAL SHALL BE

DETERMINED BY THE ENGINEER. PRIOR TO SAWCUTTING VERIFY LIMITS IN THE FIELD

WITH THE ENGINEER.

2. ADDITIONAL EXCAVATION BELOW THE DEPTH SHOWN MAY BE REQUIRED AS DIRECTED

BY ENGINEER. PAID UNDER UNSUITABLE EXCAVATION BID ITEM. SEE SPECIFICATIONS.

3. SEE SPECIFICATIONS FOR MATERIAL TESTING REQUIREMENTS.

PROJECT NUMBER:

OF

SHEET NO.

SCALE:

DESIGN:

REVISION

NUMBER:

CHECKED:

DRAWN:

DATE:

REVISIONS: APPD.DATE

0

4/1

4/ 1

7 - 4

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APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street

Corvallis, OR 97333

541 754 0043

ALBANY MUNICIPAL AIRPORT

APRON IMPROVEMENTS

PAVING DETAILS

PRECISION APPROACH ENGINEERING, INC.

AIP PROJECT NO. 3-41-0001-014

APRIL 2017

CLH

JAW

GWV

0

AS SHOWN

ALB004

17

21

REENIG

N

E

OREGON

72693PEREGISTERED PROFESSIONAL

GOFF

EW VAUGHN

EXPIRES 6/30/2018

.

APPLY JOINT SEALANT

SEE NOTE 1

SEE NOTE 1

NTS

NOTE:

CONTRACTOR TO SAWCUT NEW P-401 BITUMINOUS PAVEMENT

TO PROVIDE RESERVOIR FOR SEALANT MEETING ASTM D-6690.

CLEAN AND DRY ALL SURFACES PRIOR TO FILLING, TYPICAL.

SEE SPECIFICATIONS. JOINT SEALING SHALL BE CONSIDERED

INCIDENTAL TO BITUMINOUS SURFACE COURSE BID ITEM.

1 1

/2

" ±1

/4

"

PCC

AC

3/4"±1/8"

17

4

NTS

ASPHALTIC JOINT SEAL DETAIL

SEALANT RESERVOIR,

SEE NOTE

BITUMINOUS

SURFACE COURSE

NEW PCC

SEALANT

EXISTING ASPHALT

PAVEMENT

DEPTH VARIES,

MATCH EXISTING

EXISTING BASE COURSE (DEPTH VARIES)

EXISTING AC (DEPTH VARIES)

BITUMINOUS SURFACE COURSE

EXISTING GRADE

5" CRUSHED

AGGREGATE

BASE COURSE

GEOTEXTILE FABRIC

COMPACTED SUBGRADE, SEE SPECIFICATIONS

NEW BITUMINOUS SURFACE

COURSE OVERLAY

FINISH GRADE AS

SHOWN ON PLANS

12" OR AS DIRECTED. TO BE

PERFORMED ON COMPLETION

OF CRUSHED AGGREGATE

BASE COURSE PLACEMENT

SAWCUT AND REMOVE EXISTING PAVEMENT,

CLEAN AND TACK PRIOR TO PAVING. IF

UNDERMINING OR EDGE DAMAGE TO THE

EXISTING PAVEMENT OCCURS, EXISTING

PAVEMENT SHALL BE RESAWCUT AND

REMOVED AT CONTRACTORS EXPENSE

8" SUBBASE

COURSE

1

18

79'

51'-0

"

49'-0"

13'-8

"

TIE DOWN

C

L

NOTES:

1. CONTRACTOR SHALL IMPLEMENT MEASURES DURING CONSTRUCTION TO PREVENT UNDERMINING OR

EDGE DAMAGE TO THE EXISTING PAVEMENT TO REMAIN. IF UNDERMINING OR EDGE DAMAGE OCCURS,

THE CONTRACTOR SHALL USE AN ENGINEER APPROVED METHOD TO PLACE AND COMPACT MATERIAL

OR REPAIR EDGE DAMAGE AT THE CONTRACTOR'S EXPENSE. MAY REQUIRE MULTIPLE SAW CUTS.

PLAN

SECTION

36"

24"

1/2"

6"

3" C

LR

8"

24"

NOTES:

1. ANCHOR MUST WITHSTAND

TENSION OF 11,000 LBS MINIMUM,

CONTRACTOR TO PROVIDE

DOCUMENTATION.

39'-6

"

39'-6" 24'-6"

18'-0

"

AIRCRAFT TIE-DOWN ANCHOR DETAIL 1

18

NTS

AIRCRAFT TIE-DOWN TYPE A DETAIL 2

18

NTS

AIRCRAFT TIE-DOWN TYPE B DETAIL 3

18

NTS

EXISTING TIE-DOWN REMOVAL DETAIL 4

18

NTS

AIRCRAFT TIE-DOWN ANCHOR,

TYP, SEE DETAIL

YELLOW STRIPE,

6" WIDE, TYP

REMOVE ENTIRE TIE-DOWN AND PCC USING

METHOD APPROVED BY ENGINEER, CORE OR

CUT EXISTING PAVEMENT (SAW KERFS SHALL

NOT OVERLAP) AS REQUIRED TO PREVENT

DAMAGE TO ADJACENT PAVEMENT

PLACE CRUSHED AGGREGATE BASE COURSE,

FOLLOWED BY MINIMUM 2" OF BITUMINOUS

SURFACE COURSE OR AS OTHERWISE

APPROVED BY THE ENGINEER.

EXISTING PAVEMENT,

DEPTH VARIES, PROTECT

DURING CONSTRUCTION

EXISTING AIRCRAFT TIE-DOWN

ANCHOR, DIMENSIONS VARY

RECOMPACT EXISTING SUBGRADE TO FIRM

UNYIELDING CONDITION IF DISTURBED

REMOVE EXISTING PAVEMENT BY

APPROVED METHODS, VERIFY WITH

ENGINEER, REMOVAL SHALL NOT

DAMAGE ADJACENT PAVEMENT

EXISTING

PAVEMENT

SECTION

SEAL EDGE, TYP,

SEE DETAIL .

TROWELED DEPRESSION

5/8" MIN DIAMETER

STAINLESS STEEL ROD

1 1/2" DIAMETER EYE TO BE

WELDED CLOSED

P-610 CONCRETE

UNDISTURBED EARTH, TYP

AIRCRAFT TIE-DOWN

ANCHOR, TYP, SEE

DETAIL

YELLOW STRIPE,

6" WIDE, TYP

NEAT VERTICAL CUT,

CLEAN CUT FACE, TYP

NEW BITUMINOUS SURFACE

COURSE PAVEMENT

OVERLAY, DEPTH VARIES

EXISTING PAVEMENT,

DEPTH VARIES, PROTECT

DURING CONSTRUCTION

NEW BITUMINOUS SURFACE

COURSE PAVEMENT

OVERLAY, DEPTH VARIES

SEAL EDGE, TYP

REFERENCE POINT AS

SHOWN ON PLANS

REFERENCE POINT AS

SHOWN ON PLANS

1

18

PROJECT NUMBER:

OF

SHEET NO.

SCALE:

DESIGN:

REVISION

NUMBER:

CHECKED:

DRAWN:

DATE:

REVISIONS: APPD.DATE

0

4/1

4/ 1

7 - 4

:1

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S.d

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APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street

Corvallis, OR 97333

541 754 0043

ALBANY MUNICIPAL AIRPORT

APRON IMPROVEMENTS

TIE-DOWN DETAILS

PRECISION APPROACH ENGINEERING, INC.

AIP PROJECT NO. 3-41-0001-014

APRIL 2017

CLH

JAW

GWV

0

AS SHOWN

ALB004

18

21

REENIG

N

E

OREGON

72693PEREGISTERED PROFESSIONAL

GOFF

EW VAUGHN

EXPIRES 6/30/2018

.

4

17

PROJECT NUMBER:

OF

SHEET NO.

SCALE:

DESIGN:

REVISION

NUMBER:

CHECKED:

DRAWN:

DATE:

REVISIONS: APPD.DATE

0

4/1

4/ 1

7 - 4

:1

0p

m - JW

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S.d

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APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street

Corvallis, OR 97333

541 754 0043

ALBANY MUNICIPAL AIRPORT

APRON IMPROVEMENTS

DRAINAGE DETAILS

PRECISION APPROACH ENGINEERING, INC.

AIP PROJECT NO. 3-41-0001-014

APRIL 2017

CLH

JAW

GWV

0

AS SHOWN

ALB004

19

21

REENIG

N

E

OREGON

72693PEREGISTERED PROFESSIONAL

GOFF

EW VAUGHN

EXPIRES 6/30/2018

.

3/4" ±1/8"

BOND BREAKER

1/4" RADIUS OR CHAMFER, TYP

NON-EXTRUDING PREMOLDED

COMPRESSIBLE MATERIAL

ASTM D-1751 OR 1752

SEALANT MATERIAL

1/4"-3/8" BELOW

SURFACE

3/4"

1/8"

EXPANSION JOINT

INSTALLATION DETAIL 2

19

NTS

NOTE: WORK IS INCIDENTAL TO CHANNEL DRAIN BID ITEM.

0.01'

TY

P

NOTES:

1. PROVIDE SHOP DRAWINGS FOR CHANNEL DRAIN CONFIGURATION, TYPE, SIZE, SLOPE, AND OUTLET

STRUCTURES FOR APPROVAL BY THE ENGINEER.

2. PROVIDE TRANSVERSE EXPANSION JOINT AT MAXIMUM 9' INTERVALS ALIGNED WITH CHANNEL DRAIN

SECTION JOINTS OR AS DIRECTED BY THE ENGINEER, TYP, SEE DETAIL .

3. VERIFY SLOPE DIRECTION AND GRADES WITH ENGINEER PRIOR TO BEGINNING CONSTRUCTION.

4. THE NOMINAL CLEAR OPENING SHALL BE APPROXIMATELY 4". PRECAST UNITS SHALL BE

MANUFACTURED WITH AN INVERT SLOPE OF 0.5% OR AS APPROVED BY ENGINEER. UNITS SHALL HAVE

HORIZONTAL CAST IN ANCHORING KEYS ON OUTSIDE WALL TO BOND TO SURROUNDING PAVEMENT.

VARI

ES

6" MINTYP

6"M

IN

6"M

IN

LOCKABLE CORROSION RESISTANT

DUCTILE IRON GRATE

TOOL EDGES OF CONCRETE, TYP

SEE NOTE 3

FINISH GRADE, SEE

GRADING SHEETS, TYP

DRAIN AS PRODUCED BY ACO POLYMER

PRODUCTS, INC., (LOAD CLASS E) OR

APPROVED EQUAL. INSTALL PER MFG.'S

RECOMMENDATIONS.

P-610 CONCRETE

CONSTANT DIMENSION

ALL SIDES, 9" MINIMUM

INSTALL LONGITUDINAL JOINT

SEAL, TYP, SEE DETAIL .4

17

SEE NOTE 4

CHANNEL DRAIN DETAIL 1

19

NTS

2

19

COMPACTED SUBGRADE

PER SPECIFICATIONS

PAID FOR UNDER "CHANNEL DRAIN "

BID ITEMPAID FOR UNDER

RESPECTIVE BID ITEMSPAID FOR UNDER

RESPECTIVE BID ITEMS

CRUSHED AGGREGATE BASE COURSE,

COMPACT PER SPECIFICATIONS

NEW FULL DEPTH PAVEMENT

SECTION, SEE DETAIL1

16

EXISTING PAVEMENT

SECTION, DEPTH VARIES

BITUMINOUS SURFACE COURSE

OVERLAY, SEE DETAIL .

2

16

CATCH BASIN DETAIL 2

20

NTS

NOTES:

1. DIMENSIONS OF CATCH BASIN MAY CHANGE, WITH ENGINEER'S APPROVAL, IF

REQUIRED FOR COMPATIBILITY WITH FRAME AND GRATE OR DUE TO PIPE SIZE.

2. GRATE SHALL BE BOLTED TO FRAME PER MANUFACTURER'S RECOMMENDATION.

3. CONSTRUCT LONGITUDINAL JOINT SEAL ALL SIDES, SEE DETAIL .

SECTION

PLAN

FINISH GRADE

ANGLE FRAME TO FIT GRATE OR

APPROVED EQUAL

12"

MIN

DEPT

H VA

RIES

8"

8"8" 3'-0"

WELD 1/2" DIA X 4" HEADED ANCHOR

STUD FRAME AT EACH CORNER

4'-4"

REINFORCING STEEL PER

MANUFACTURERS RECOMMENDATIONS

AS R

EQUI

RED

BY P

IPE

SIZE

24"

MIN

COORDINATES AS SHOWN

ON PLANS, IF APPLICABLE

8"

6" MIN

PIPE AS SHOWN ON PLANS

ALL PIPE CONNECTIONS

TO BE WATER TIGHT

PIPE TO BE FLUSH WITH INSIDE

FACE OF STRUCTURE

LIMIT OF CRUSHED

AGGREGATE BASE COURSE

6"

PLACE 6" MIN CRUSHED AGGREGATE

BASE COURSE, COMPACTED, INCIDENTAL

TO STORM DRAIN CATCH BASIN BID ITEM

6"

ALL COMPONENTS SHALL BE

CAPABLE OF SUPPORTING 40-KIP

LOAD MINIMUM

PIPE AS SHOWN ON

PLANS

1 1/2"

CLR

12"12"

PIPE AS SHOWN ON

PLANS

6"

BITUMINOUS SURFACE

COURSE TRENCH PATCH

BITUMINOUS SURFACE COURSE

MATCH EXISTING

PAVEMENT DEPTH

ADDITIONAL

SAWCUT, SEE

NOTE 2 AND 3

INITIAL SAWCUT, SEE NOTE 1

NOTES:

1. INITIAL SAWCUT TO PROVIDE AREA OF PAVEMENT

REMOVAL FOR TRENCHING AND BACKFILL.

2. ADDITIONAL SAWCUT INTENDED TO COMPENSATE

FOR PAVEMENT UNDERMINING,

VERIFY WITH ENGINEER PRIOR TO SAW CUTTING.

3. BACKFILL TO WITHIN 10" OF EXISTING SURFACE

PRIOR TO MAKING ADDITIONAL SAWCUT.

4. ALL NATIVE MATERIAL SHALL BE REMOVED WITH A

SMOOTH EDGE BUCKET TO MINIMIZE SUBGRADE

DISTURBANCE.

5. STRIP AND STOCKPILE NATIVE TOP SOIL PRIOR TO

TRENCHING, PLACE AND COMPACT TO A DENSE

AND UNYIELDING CONDITION AS APPROVED BY THE

ENGINEER PRIOR TO HYDROSEEDING.

ELEM

ENTS

OF

WOR

K PA

ID U

NDER

RESP

ECTI

VE P

IPE

BID

ITEM

ELEM

ENTS

OF

WOR

K PA

IDUN

DER

BITU

MINO

USSU

RFAC

E CO

URSE

BID

ITEM

CLEAN AND

TACK ALL

SURFACES

6"

NON-PAVEDEXISTING PAVEMENT

NATIVE

MATERIAL, SEE

NOTE 4 AND 5

4"

MIN

PIPE

BACKFILL

(SEE SPECS)

PIPE BEDDING

(SEE SPECS)

PIPE OD + 12" MINPIPE ID + 24" MAX

SPRINGLINE

STORM DRAIN PIPE INSTALLATION DETAIL 1

20

NTS

PIPE BEDDING

(SEE SPECS)

CRUSHED

AGGREGATE

BASE COURSE

PIPE AS SHOWN

ON PLANS

HYDROSEED ALL AREAS OF

DISTURBANCE, INCIDENTAL TO

RESPECTIVE BID ITEM

PIPE AS SHOWN ON PLANS

PIPE OD + 12" MINPIPE ID + 24" MAX

6"

NEW PAVEMENT

SECTION, SEE

DETAIL

ELEM

ENTS

OF

WOR

KPA

ID U

NDER

RESP

ECTI

VE P

IPE

BID

ITEM

ELEM

ENTS

OF

WOR

KPA

ID U

NDER

RESP

ECTI

VE B

ID IT

EM

NEW PAVEMENT

PIPE BEDDING

(SEE SPECS)

CRUSHED

AGGREGATE

BASE COURSE

1

16

GEOTEXTILE FABRIC

COMPACT TO

100% OF ASTM

D-698

COMPACT TO 100% OF ASTM D-698

GEOTEXTILE FABRIC

AS REQUIRED

SEE DRAINAGE PLAN

PROJECT NUMBER:

OF

SHEET NO.

SCALE:

DESIGN:

REVISION

NUMBER:

CHECKED:

DRAWN:

DATE:

REVISIONS: APPD.DATE

0

4/1

4/ 1

7 - 4

:1

1p

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S.d

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APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street

Corvallis, OR 97333

541 754 0043

ALBANY MUNICIPAL AIRPORT

APRON IMPROVEMENTS

DRAINAGE DETAILS

PRECISION APPROACH ENGINEERING, INC.

AIP PROJECT NO. 3-41-0001-014

APRIL 2017

CLH

JAW

GWV

0

AS SHOWN

ALB004

20

21

REENIG

N

E

OREGON

72693PEREGISTERED PROFESSIONAL

GOFF

EW VAUGHN

EXPIRES 6/30/2018

.

PIPE OD + 12" MINPIPE ID + 24" MAX

4

17

RUNWAY 16-34

FBO BUILDING

TAXIWAY A

AIRPORT RD

N 365519.46

E 7535884.10

N 365521.55

E 7535814.98

N 364804.55

E 7535793.30

R25'

R25'

R25'

R25'

R25'

531'9 EQUAL SPACES

64'

472'8 EQUAL SPACES

N 364793.03

E 7535738.51

N 364887.51

E 7535741.36

TA

XIW

AY

A

2

N 364978.20

E 7535752.19

N 365508.96

E 7535768.24

R25'TYP

TIE-DOWN TYPE B, SEE DETAIL

3

18

TIE-DOWN TYPE A, SEE DETAIL .2

18

CENTERLINE STRIPE, 6" WIDE,

YELLOW, TYP

7'TYP

7'TYP

4 EQUAL SPACES50' 50'

CENTERLINE STRIPE, 6" WIDE,

YELLOW, TYP

RETROREFLECTIVE MARKER,

TYP, SEE SPECIFICATIONS

N 365421.92

E 7535718.56

N 364950.13

E 7535704.29

MATCH EXISTING

N 365600.12±

E 7535698.06±

MATCH EXISTING

N 365544.45±

E 7535884.85±

MATCH EXISTING

N 365494.47±

E 7535883.34±

N 364802.46

E 7535862.64

MATCH EXISTING

N 364827.44±

E 7535863.40±

MATCH EXISTING

N 364777.47±

E 7535861.89±

R25'TYP

R25'

TYP

R25'TYP

R25' R25'

N 365599.36

E 7535723.05

N 364713.18

E 7535765.52

N 364715.89

E 7535675.86

NO

RTH

0 30 60 120

SCALE IN FEET

MARKING PLAN

PROJECT NUMBER:

OF

SHEET NO.

SCALE:

DESIGN:

REVISION

NUMBER:

CHECKED:

DRAWN:

DATE:

REVISIONS: APPD.DATE

0

4/1

4/ 1

7 - 4

:1

1p

m - JW

ad

e - P

:\A

\A

LB

00

4-A

pro

n Im

pro

ve

me

nts\0

40

0C

AD

\D

WG

\S

he

ets\A

LB

00

4-M

arkin

gP

la

n.d

wg

APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street

Corvallis, OR 97333

541 754 0043

ALBANY MUNICIPAL AIRPORT

APRON IMPROVEMENTS

MARKING PLAN

PRECISION APPROACH ENGINEERING, INC.

AIP PROJECT NO. 3-41-0001-014

APRIL 2017

CLH

JAW

GWV

0

AS SHOWN

ALB004

21

21

REENIG

N

E

OREGON

72693PEREGISTERED PROFESSIONAL

GOFF

EW VAUGHN

EXPIRES 6/30/2018

.

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*

31*

365545.20

365520.21

365520.79

365545.78

365546.54

365547.29

365572.28

365574.37

365549.39

365550.14

365532.94

365533.77

365515.57

365509.98

365491.78

365492.54

364741.64

364740.88

364738.17

364737.41

364779.56

364778.81

364803.80

364803.21

364778.22

364828.20

364828.79

364829.54

365496.56

365495.80

365495.22

7535859.86

7535859.11

7535839.97

7535840.73

7535815.74

7535790.75

7535791.51

7535722.29

7535721.54

7535696.55

7535695.98

7535670.99

7535688.13

7535682.19

7535699.33

7535674.34

7535651.63

7535676.62

7535766.28

7535791.27

7535792.54

7535817.53

7535818.28

7535837.66

7535836.90

7535838.41

7535819.04

7535794.05

7535814.23

7535839.21

7535858.35

PT NO. NORTHING EASTING

MARKING CENTERLINE

LOCATION COORDINATES

* = RADIUS POINT

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

365574.39

365547.35

365547.83

365590.40

365591.22

365446.43

365493.63

365493.15

365466.41

365416.43

365315.10

365163.78

365012.47

364911.14

364861.16

364830.35

364830.83

364878.49

364692.34

364729.44

364776.64

364776.16

364745.08

364714.93

364801.78

364859.83

364909.81

365011.14

365162.44

365313.75

365415.07

365465.06

365518.77

365573.04

7535863.85

7535858.67

7535842.90

7535837.38

7535810.44

7535832.22

7535841.26

7535857.03

7535860.50

7535859.04

7535856.09

7535851.69

7535847.29

7535844.34

7535842.89

7535836.99

7535821.21

7535815.04

7535809.41

7535810.53

7535819.57

7535835.35

7535839.37

7535838.18

7535885.11

7535886.86

7535888.38

7535891.44

7535896.02

7535900.60

7535903.94

7535905.17

7535906.80

7535908.44

PT NO. NORTHING EASTING

RETROREFLECTIVE MARKER

LOCATION COORDINATES