Gallup_Construction_Set_Drawings.pdf

TEL

unkv

00000000000000

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0

X X

XX

X

0 0 0 0 0 0 0 0 0 0 0 0

0 0

0 0 unkv w unk

WEST RUNWAY END

ELEV.=6464.52'

CAUTION - NOTICE TO CONTRACTOR

THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF

EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS

UTILITY COMPANIES AND WHERE POSSIBLE, MEASUREMENTS IN THE FIELD. THE INFORMATION

IS PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR AND IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL NEW MEXICO 811 (1-800-321-2537)

AT LEAST 48 HOURS BEFORE ANY EXCAVATION / EMBANKMENT TO REQUEST FIELD LOCATION

OF UTILITIES.

GENERAL

NOTES,

LEGEND &

SURVEY

CONTROL

GENERAL NOTES

1. ESTIMATED QUANTITIES ARE CONSIDERED APPROXIMATE ONLY EXCEPT WHERE PLAN

QUANTITIES ARE SPECIFIED FOR PAYMENT. ACTUAL QUANTITIES SHALL BE

DETERMINED BY FIELD MEASUREMENT OR SPECIFICATIONS.

2. THE CONTRACTOR SHALL PROVIDE MATERIAL SUBMITTALS FOR THE ENGINEER'S

APPROVAL PRIOR TO ORDERING.

3. THE CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY CONSTRUCTION PERMITS

AS NECESSARY FOR THE PROJECT.

4. THE CONTRACTOR SHALL BE REQUIRED TO SUBMIT A WORK SCHEDULE AND

PROPOSED CONSTRUCTION METHODS AT THE PRE-CONSTRUCTION CONFERENCE.

5. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM AIRPORT MANAGEMENT AND THE

ENGINEER PRIOR TO ESTABLISHING CONSTRUCTION ACCESS OR HAUL ROADS.

EXISTING PAVEMENT SURFACES OTHER THAN AIRFIELD PAVEMENTS SHALL BE USED

TO THE MAXIMUM EXTENT POSSIBLE.

6. THE CONTRACTOR SHALL MINIMIZE DISTURBANCE INCLUDING RUTS PRODUCED BY

VEHICLES AND EQUIPMENT IN NON-PAVEMENT AREAS WITHIN ALL CONSTRUCTION

AREAS. ALL DISTURBED AREAS IN THESE LOCATIONS SHALL BE RECLAIMED AT NO

ADDITIONAL COST TO THE SPONSOR. DAMAGE CAUSED TO EXISTING AIRFIELD

PAVEMENTS, AIRFIELD CABLE CIRCUITS OR FACILITIES DURING CONSTRUCTION SHALL

BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE SPONSOR.

7. CONTRACTOR SHALL COORDINATE ALL ON-SITE WASTE MATERIAL DISPOSAL WITH

ENGINEER AND AIRPORT.

NOTES TO SURVEYOR:

1. THE PROJECT CONTROL IS A MODIFIED STATE PLANE COORDINATE SYSTEM.

2. ALL DISTANCE UNITS ARE IN FEET AT GROUND.

3. A BASE LINE WITH STATIONS AND OFFSETS HAS BEEN SET AT THE RUNWAY

CENTERLINE FOR PROJECT CONTROL. ALL INFORMATION FOR THIS PROJECT WILL

BE BASED ON THIS BASE LINE.

4. BEFORE ANY CONSTRUCTION OPERATIONS BEGIN, CONSTRUCTION SURVEYOR TO

RUN A TRAVERSE, LEVEL LOOP, AND VERIFY CONTROL. ANY DISCREPANCIES

SHALL BE RESOLVED WITH PROJECT ENGINEER.

5. FOR QUALITY CONTROL AND VERIFICATION PURPOSES, ANY WRITTEN SURVEY

INFORMATION SUPPLIED TO ACI SHALL BE IN STATION, OFFSET, ELEVATION

FORMAT.

AIRPORT LAYOUT & SURVEY CONTROL

SCALE IN FEET

600300

X X X

LEGEND

EXISTING ASPHALT PAVEMENT

EXISTING BUILDING

EXISTING RUNWAY EDGE LIGHT

EXISTING SURVEY CONTROL MONUMENT

EXISTING RETROREFLECTIVE MARKER

EXISTING WIND CONE

EXISTING SEGMENTED CIRCLE

EXISTING SPLICE BASE / PULL BOX

EXISTING AIRFIELD SIGN

EXISTING TREE

EXISTING UTILITY POLE

EXISTING UTILITY PEDESTAL

EXISTING AIRFIELD POWER CABLE(S)

EXISTING CULVERT

EXISTING CONCRETE DUCT BANK

EXISTING BARB WIRE FENCE

PROPOSED AIRFIELD POWER CABLE(S)

EXISTING BEACON

PROPOSED RUNWAY EDGE LIGHT

PROPOSED SPLICE BASE / PULL BOX

PROPOSED PAPI

PROPOSED REIL

PROPOSED COUNTERPOISE CABLE

0.00

EXISTING TAXIWAY EDGE LIGHT

EXISTING PAD MOUNTED TRANSFORMER

EXISTING SPOT ELEVATION

EXISTING AREA LIGHT

EXISTING FIRE HYDRANT

EXISTING WATER VALVE

EXISTING PAPI / VASI

EXISTING REIL

0 0 0 EXISTING CHAIN LINK FENCE

EXISTING WILDLIFE FENCE

PROPOSED GROUND CONTOUR (1' INTERVAL)10

PROPOSED CONCRETE ENCASED DUCT BANK

PROPOSED TAXIWAY EDGE LIGHT

PROPOSED CULVERT w/END SECTIONS

PROPOSED BEACON AND TOWER

X X

99.99

5025 EXISTING GROUND CONTOUR (5' INTERVAL)

PROPOSED ASPHALT PAVEMENT

PROPOSED FINISHED GRADE ELEVATION

PROPOSED BARBED WIRE FENCE

PROPOSED ASPHALT/CONCRETE REMOVAL

EXISTING SECTION CORNER

EXISTING ROAD SIGN(S)

EXISTING GUY

EXISTING PROPERTY CORNER PIN/CAP

EXISTING MANHOLE / CLEAN-OUT

EXISTING AWOS/ASOS/UNICOM

PROPOSED LIGHTED WIND CONE

PROPOSED ELECTRIC TRANSFORMER

PROPOSED SEGMENTED CIRCLE

PROPOSED BUILDING

PROPOSED TIEDOWN ANCHOR

PROPOSED SURVEY MONUMENT

PROPOSED WILDLIFE FENCE

w w up

EXISTING WATER LINE

EXISTING UNDERGROUND POWER OR TELE. LINE

PROPOSED TAXIWAY RETROREFLECTIVE MARKER

p p EXISTING OVERHEAD POWER CABLE fO EXISTING FIBER OPTIC CABLE

PROPOSED AWOS

PROPOSED AREA LIGHT (S)

PROPOSED AIRFIELD SIGN

ss

W

EXISTING SANITARY SEWER LINE

PROPOSED ROCK RIPRAP

PROPOSED SUPPLEMENTAL WIND CONE

EXISTING CONCRETE PAVEMENT

PROPOSED CONCRETE PAVEMENT

0 0 PROPOSED CHAIN LINK FENCE

PROPOSED WATERLINE

SS PROPOSED SANITARY SEWER LINE

PROPOSED SEEDING AREA

PROPOSED SEDIMENT LOG

PROPOSED SILT FENCE

PROPOSED SWALE DIRECTION>

EXISTING GRAVEL

NOTE: LEGEND APPLIES TO ALL SHEETS IN THIS PLAN SET, IS GENERIC, AND NOT ALL SYMBOLS MAY BE IN PLAN SHEETS.

EXISTING UNDERDRAIN W/ CLEAN-OUT

PROPOSED FIRE HYDRANT

PROPOSED SANITARY SEWER CLEAN-OUT

PROPOSED WATER VALVE

PROPOSED STORM DRAIN INLET

PROPOSED MANHOLE

PROPOSED PERFORATED UNDERDRAIN W/ CLEAN-OUT

PROPOSED GRADING AREA

G PROPOSED GAS LINE

SD PROPOSED STORM DRAIN LINE

sd EXISTING STORM DRAIN LINE g g EXISTING GAS LINE

EXISTING WETLANDS

> > EXISTING SWALE DIRECTION

EXISTING TIEDOWN ANCHOR

EXISTING AREA INLET / CATCH BASIN

PROPOSED GRAVEL

P PROPOSED UNDERGROUND POWER/TELE

PROPOSED UTILITY POLE

t t EXISTING UNDERGROUND COMMUNICATION LINE

PROPOSED NON-PERFORATED UNDERDRAIN

sd et sdi ss tpep fp

EXISTING UTILITY METERem gm wm cb te

ET

SDI

SD SS

Sheet:

Checked:

Approved:

Drawn:

ACI No.

File Name:

Date:

N o.

R ev is io n D at e

By

247024101

1.2

G

AL

LU

P

M U

N

IC

IP

AL

A

IR

PO

R

T G

AL

LU

P, N

EW

M

EX

IC

O

AI

P

N o.

-3

5-

-0

-2

03/2024

LKB

GCL / AM

TJA

R

EH

AB

IL

IT

AT

E R

U N

W

AY

/2

247024

Know what's below.

Call before you dig.

STA 11+00.00, C/L STA 29+87.92, 197.44' RT

STA 70+24.03, 512.58' LT

RUNWAY 24 END

STA 84+12.00, CL

STA 69+85.63, 684.53' RT

TAXIWAY A

RUNWAY 6/24

TWY A5 TWY A4 TWY A3 TWY A2 TWY A1

AutoCAD SHX Text S:\_New Mexico\Gallup\Project Files\Active Projects\247024 Gallup Runway 6-24 Crack Seal and Seal Coat\CAD\dwg\247024101.dwg 3/19/2024 2:10:27 PM MCOATS 3/19/2024 2:10:27 PM MCOATS3/19/2024 2:10:27 PM MCOATS MCOATSMCOATS

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0

X X

XX

X

0 0 0 0 0 0 0 0 0 0 0 0

0 0

0 0 unkv w unk

MARKING

REMOVAL

PLAN

Sheet:

Checked:

Approved:

Drawn:

ACI No.

File Name:

Date:

N o.

R ev is io n D at e

By

247024102

2.1

G

AL

LU

P

M U

N

IC

IP

AL

A

IR

PO

R

T G

AL

LU

P, N

EW

M

EX

IC

O

AI

P

N o.

-3

5-

-0

-2

03/2024

LKB

GCL / AM

TJA

R

EH

AB

IL

IT

AT

E R

U N

W

AY

/2

247024

MARKING REMOVAL KEY MAP

SCALE IN FEET

600300

TAXIWAY A

RUNWAY 6/24

TWY A5 TWY A4 TWY A3 TWY A2 TWY A1

SCALE IN FEET

10050

RUNWAY 6/24

2.1

1 MARKING REMOVAL PLAN

TW

Y

A5

TW

Y

A4

2.2

RUNWAY EDGE

MARKING REMOVAL

2.2

RUNWAY CENTERLINE

MARKING REMOVAL

(TYP.)

2.2

RUNWAY NUMERAL

REMOVAL

2.2

AIMING POINT

MARKING REMOVAL

2.1

2.1

2.1

2.2

2.2

THRESHOLD BAR &

RUNWAY EDGE

MARKING REMOVAL

2.2

RUNWAY CENTERLINE

MARKING REMOVAL

(TYP.)

2.2

TAXIWAY CENTERLINE

REMOVAL (TYP.)2

2.2

TAXIWAY CENTERLINE

& EDGE MARKING

REMOVAL (TYP.)

LIMITS OF REMOVAL

(TYP.)

SCALE IN FEET

10050

RUNWAY 6/24

2.1

2 MARKING REMOVAL PLAN

TW

Y

A3

2.2

RUNWAY EDGE

MARKING REMOVAL

2.2

RUNWAY CENTERLINE

MARKING REMOVAL

(TYP.)

2.2

TAXIWAY CENTERLINE

REMOVAL (TYP.) LIMITS OF REMOVAL

(TYP.)

SCALE IN FEET

10050

RUNWAY 6/24

2.1

3 MARKING REMOVAL PLAN

TW

Y

A2

2.2

RUNWAY EDGE

MARKING REMOVAL

2.2

RUNWAY CENTERLINE

MARKING REMOVAL

(TYP.)

2.2

TAXIWAY CENTERLINE

REMOVAL (TYP.) LIMITS OF REMOVAL

(TYP.)

S:\_New Mexico\Gallup\Project Files\Active Projects\247024 Gallup Runway 6-24 Crack Seal and Seal Coat\CAD\dwg\247024102.dwg 2/12/2024 1:19:58 PM JIM.SMITH 2/12/2024 1:19:58 PM JIM.SMITH2/12/2024 1:19:58 PM JIM.SMITH JIM.SMITHJIM.SMITH

MARKING

REMOVAL

PLAN &

DETAILS

Sheet:

Checked:

Approved:

Drawn:

ACI No.

File Name:

Date:

N o.

R ev is io n D at e

By

247024102

2.2

G

AL

LU

P

M U

N

IC

IP

AL

A

IR

PO

R

T G

AL

LU

P, N

EW

M

EX

IC

O

AI

P

N o.

-3

5-

-0

-2

03/2024

LKB

GCL / AM

TJA

R

EH

AB

IL

IT

AT

E R

U N

W

AY

/2

247024

2.2

RUNWAY EDGE

MARKING REMOVAL

2.2

RUNWAY CENTERLINE

MARKING REMOVAL

(TYP.)

2.2

RUNWAY NUMERAL

REMOVAL

2.2

AIMING POINT

MARKING REMOVAL

2.2

THRESHOLD BAR &

RUNWAY EDGE

MARKING REMOVAL

2.2

TAXIWAY CENTERLINE

REMOVAl

LIMITS OF REMOVAL

(TYP.)

SCALE IN FEET

10050

RUNWAY 6/24

2.2

1 MARKING REMOVAL PLAN

TW

Y

A1

2.2

2 MARKING REMOVAL PATTERNS

NOT TO SCALE

THRESHOLD

BARS

AIMING POINT

MARKINGS

RUNWAY

NUMERALS

RWY CENTERLINE MARKING

NOTES:

ALL MARKING REMOVAL TO EXTEND 6"

BEYOND EXISTING MARKING EDGE

(INCLUDING BLACK OUTLINE IF PRESENT).

MARKING REMOVAL

LIMITS

MARKING REMOVAL

LIMITS

MARKING REMOVAL

LIMITS

MARKING REMOVAL

LIMITS

1.5' WHITE

CENTERLINE MARKING

RWY EDGE MARKING

MARKING REMOVAL

LIMITS

1.5' WHITE EDGE

MARKINGRUNWAY EDGE

TAXIWAY CENTERLINE MARKING

6" (T

YP

MARKING REMOVAL

LIMITS

6" YELLOW TAXIWAY

CENTERLINE STRIPE

6" T

YP

6" T

YP

6" T

YP

6" TYP.6" TYP.

TAXIWAY EDGE MARKING

MARKING REMOVAL

LIMITS

DOUBLE 6" YELLOW

TAXIWAY EDGE STRIPES 6"

(T

YP

S:\_New Mexico\Gallup\Project Files\Active Projects\247024 Gallup Runway 6-24 Crack Seal and Seal Coat\CAD\dwg\247024102.dwg 2/12/2024 1:19:58 PM JIM.SMITH 2/12/2024 1:19:58 PM JIM.SMITH2/12/2024 1:19:58 PM JIM.SMITH JIM.SMITHJIM.SMITH

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0

X X

XX

X

0 0 0 0 0 0 0 0 0 0 0 0

0 0

0 0 unkv w unk

+00

+00

+00

+00

+00

+00

+00

+00

+00

+00

+00

+00

+00

+00

PC 20+74.14,

4.75' LT

PC 21+94.14,

4.75' LT

+00

+00

+00

+00

+00

+00

+00

+00

+00

+00

+00

+00

+00

+00

+00

MARKING

PLAN

Sheet:

Checked:

Approved:

Drawn:

ACI No.

File Name:

Date:

N o.

R ev is io n D at e

By

247024103

3.1

G

AL

LU

P

M U

N

IC

IP

AL

A

IR

PO

R

T G

AL

LU

P, N

EW

M

EX

IC

O

AI

P

N o.

-3

5-

-0

-2

03/2024

LKB

GCL / AM

TJA

R

EH

AB

IL

IT

AT

E R

U N

W

AY

/2

247024

MARKING KEY MAP

SCALE IN FEET

600300

TAXIWAY A

TWY A5 TWY A4 TWY A3 TWY A2 TWY A1

SCALE IN FEET

10050

RUNWAY 6/24

3.1

1 MARKING PLAN

TW

Y

A5

TW

Y

A4

3.1

3.1

3.3

LIMITS OF PAVEMENT MAINTENANCE

(TYP.)

3.4 RUNWAY NUMERALS

3.4

AIMING POINT

MARKING

3.4 THRESHOLD BARS

3.4

STRIPING SEPARATION

(TYP.)

3.4

RUNWAY CENTERLINE

MARKING (TYP.)

3.4

RUNWAY EDGE

MARKING

200'

R=

'R=60'

MATCH EXISTING 6" YELLOW

(TYP.)

20' 150' 40' 37'63' 120'

(TYP.)

80'

(TYP.)

120'

(TYP.)

80'

(TYP.)

LIMITS OF PAVEMENT

MAINTENANCE @

EDGE OF PAVEMENT

END YELLOW AT BLACK

RUNWAY EDGE MARKING

(TYP.)

3' (T

YP

6" YELLOW W/ 6" BLACK OUTLINE

200'

3.4

TAXIWAY EDGE

MARKING (TYP.)

SCALE IN FEET

10050

RUNWAY 6/24

3.1

2 MARKING PLAN

3.4

RUNWAY CENTERLINE

MARKING (TYP.)

3.4

RUNWAY EDGE

MARKING

120'

(TYP.)

80'

(TYP.)

120'

(TYP.)

80'

(TYP.)

LIMITS OF PAVEMENT

MAINTENANCE @

EDGE OF PAVEMENT

3.4

TAXIWAY EDGE

MARKING (TYP.)

MATCH EXISTING 6" YELLOW

(TYP.)

END YELLOW AT BLACK

RUNWAY EDGE MARKING

(TYP.)

RUNWAY 6/24

3.2

3.2

3.3

CRACK SEAL, SEAL

COAT LIMITS (TYP)

CRACK SEAL, SEAL

COAT LIMITS (TYP)

3.4

CRACK SEAL, SEAL

COAT ASPHALT TO

LIMITS SHOWN (TYP)

3.4

CRACK SEAL, SEAL

COAT ASPHALT TO

LIMITS SHOWN (TYP)

S:\_New Mexico\Gallup\Project Files\Active Projects\247024 Gallup Runway 6-24 Crack Seal and Seal Coat\CAD\dwg\247024103.dwg 3/14/2024 9:22:20 AM MCOATS 3/14/2024 9:22:20 AM MCOATS3/14/2024 9:22:20 AM MCOATS MCOATSMCOATS

+00

+00

+00

+00

+00

+00

+00

+00

+00

+00

+00

+00

+00

+00

+00

PC 43+51.67,

4.75' LT

PC 44+71.67,

4.75' LT

+00

+00

+00

+00

+00

+00

+00

+00

+00

+00

+00

+00

+00

+00

PC 60+52.70,

4.75' LT

PC 61+72.70,

4.75' LT

MARKING

PLAN

Sheet:

Checked:

Approved:

Drawn:

ACI No.

File Name:

Date:

N o.

R ev is io n D at e

By

247024103

3.2

G

AL

LU

P

M U

N

IC

IP

AL

A

IR

PO

R

T G

AL

LU

P, N

EW

M

EX

IC

O

AI

P

N o.

-3

5-

-0

-2

03/2024

LKB

GCL / AM

TJA

R

EH

AB

IL

IT

AT

E R

U N

W

AY

/2

247024

RUNWAY 6/24

3.2

1 MARKING PLAN

3.4

RUNWAY CENTERLINE

MARKING (TYP.)

3.4

RUNWAY EDGE

MARKING

120'

(TYP.)

80'

(TYP.)

120'

(TYP.)

80'

(TYP.)

TW

Y

A3

LIMITS OF PAVEMENT MAINTENANCE

(TYP.) 2

3.4

STRIPING SEPARATION

(TYP.)

200'

R=

'R=60'

MATCH EXISTING 6" YELLOW

(TYP.)END YELLOW AT BLACK

RUNWAY EDGE MARKING

(TYP.)

6" YELLOW W/ 6" BLACK OUTLINE

200'

SCALE IN FEET

10050

LIMITS OF PAVEMENT

MAINTENANCE @

EDGE OF PAVEMENT

120' 80'120' 52.03'80'

CENTRAL PORTION OF RUNWAY - DIMENSIONS CHANGE

RUNWAY 6/24

3.2

2 MARKING PLAN

3.4

RUNWAY CENTERLINE

MARKING (TYP.)

3.4

RUNWAY EDGE

MARKING

120'

(TYP.)

80'

(TYP.)

120'

(TYP.)

80'

(TYP.)

TW

Y

A2

LIMITS OF PAVEMENT MAINTENANCE

(TYP.) 2

3.4

STRIPING SEPARATION

(TYP.)

200'

R=

'R=60'

MATCH EXISTING 6" YELLOW

(TYP.)END YELLOW AT BLACK

RUNWAY EDGE MARKING

(TYP.)

6" YELLOW W/ 6" BLACK OUTLINE

200'

SCALE IN FEET

10050

LIMITS OF PAVEMENT

MAINTENANCE @

EDGE OF PAVEMENT

CRACK SEAL, SEAL

COAT LIMITS (TYP)

CRACK SEAL, SEAL

COAT LIMITS (TYP)

3.4

CRACK SEAL, SEAL

COAT ASPHALT TO

LIMITS SHOWN (TYP)

3.4

CRACK SEAL, SEAL

COAT ASPHALT TO

LIMITS SHOWN (TYP)

S:\_New Mexico\Gallup\Project Files\Active Projects\247024 Gallup Runway 6-24 Crack Seal and Seal Coat\CAD\dwg\247024103.dwg 3/14/2024 9:22:20 AM MCOATS 3/14/2024 9:22:20 AM MCOATS3/14/2024 9:22:20 AM MCOATS MCOATSMCOATS

+00

+00

+00

+00

+00

+00

+00

+00

+00

+00

+00

+00

+00

+00

+00

+00

+00

+00

+00

+00

MARKING

PLAN

Sheet:

Checked:

Approved:

Drawn:

ACI No.

File Name:

Date:

N o.

R ev is io n D at e

By

247024103

3.3

G

AL

LU

P

M U

N

IC

IP

AL

A

IR

PO

R

T G

AL

LU

P, N

EW

M

EX

IC

O

AI

P

N o.

-3

5-

-0

-2

03/2024

LKB

GCL / AM

TJA

R

EH

AB

IL

IT

AT

E R

U N

W

AY

/2

247024

RUNWAY 6/24

TW

Y

A1

3.4RUNWAY NUMERALS

3.4

AIMING POINT

MARKING 4

3.4THRESHOLD BARS6

3.4

RUNWAY CENTERLINE

MARKING (TYP.)

3.4

RUNWAY EDGE

MARKING

20'150'40'40' 60'120'

(TYP.)

80'

(TYP.)

120'

(TYP.)

80'

(TYP.)

LIMITS OF PAVEMENT

MAINTENANCE @

EDGE OF PAVEMENT

MATCH EXISTING 6" YELLOW

(TYP.)

END YELLOW AT BLACK

RUNWAY EDGE MARKING

(TYP.)

RUNWAY 6/24

3.3

1 MARKING PLAN

3.4

RUNWAY CENTERLINE

MARKING (TYP.)

3.4

RUNWAY EDGE

MARKING

120'

(TYP.)

80'

(TYP.)

SCALE IN FEET

10050

LIMITS OF PAVEMENT

MAINTENANCE @

EDGE OF PAVEMENT

3.3

2 MARKING PLAN

SCALE IN FEET

10050

LIMITS OF PAVEMENT MAINTENANCE

(TYP.)

CRACK SEAL, SEAL

COAT LIMITS (TYP)

CRACK SEAL, SEAL

COAT LIMITS (TYP)

3.4

CRACK SEAL, SEAL

COAT ASPHALT TO

LIMITS SHOWN (TYP)

3.4

CRACK SEAL, SEAL

COAT ASPHALT TO

LIMITS SHOWN (TYP)

S:\_New Mexico\Gallup\Project Files\Active Projects\247024 Gallup Runway 6-24 Crack Seal and Seal Coat\CAD\dwg\247024103.dwg 3/14/2024 9:22:20 AM MCOATS 3/14/2024 9:22:20 AM MCOATS3/14/2024 9:22:20 AM MCOATS MCOATSMCOATS

5'

5'

5'

3'

6'

7'

20'

5'

15'

5'

25'15'

10'

5'

20'

15'

10' 10'

30'30'

MARKING

DETAILS

Sheet:

Checked:

Approved:

Drawn:

ACI No.

File Name:

Date:

N o.

R ev is io n D at e

By

247024103

3.4

G

AL

LU

P

M U

N

IC

IP

AL

A

IR

PO

R

T G

AL

LU

P, N

EW

M

EX

IC

O

AI

P

N o.

-3

5-

-0

-2

03/2024

LKB

GCL / AM

TJA

R

EH

AB

IL

IT

AT

E R

U N

W

AY

/2

247024

3.4

2 STRIPING SEPARATION

NOT TO SCALE

RUNWAY CENTERLINE

MARKING WHITE

6" BLACK

OUTLINE (TYP)

6" BLACK

OUTLINE (TYP)

TAXIWAY CENTERLINE

MARKING YELLOW

6"6" 6"

3.4

3 YELLOW TAXIWAY EDGE MARKING

NOT TO SCALE

6" SPACE BETWEEN

INSIDE EDGES OF 6"

SOLID YELLOW STRIPE

6"

R U

N W

AY

E

N D

3.4

5 AIMING POINT MARKING

NOT TO SCALE

RUNWAY CENTERLINE

WHITE

WHITE

6" BLACK OUTLINE

6" BLACK OUTLINE

3.4

6 RUNWAY CENTERLINE MARKING W/ EDGE MARKING

NOT TO SCALE

RUNWAY CENTERLINE

3' WHITE RUNWAY

CENTERLINE MARKING

6" BLACK OUTLINE (TYP.)

NOTE: ALL DIMENSIONS ARE TO WHITE.

3.4

4 THRESHOLD BARS DETAIL

NOT TO SCALE

RUNWAY CENTERLINEWHITE

(TYP.)

RUNWAY EDGE6" BLACK OUTLINE

3.4

1 RUNWAY NUMERALS

NOT TO SCALE

NOTES:

- NUMERALS ARE WHITE

- VERTICAL STRIPES ARE 5' WIDE

- HORIZONTAL STRIPES ARE 10' WIDE

- DIAGONAL STRIPES ARE 5' WIDE

- ALL DIMENSIONS ARE TO THE EDGE OF WHITE

- 6" BLACK OUTLINE

NOTE: ALL DIMENSIONS ARE TO WHITE.NOTE: ALL DIMENSIONS ARE TO WHITE.

6" BLACK OUTLINE

(TYP.)

3' S

PA

C

E

6"

1,020'150'

120'

(UNLESS OTHERWISE NOTED ON PLANS)

1.

5'

0.

150'

5.

5.

5.

5.

5.

5.

.5

.5

3' WHITE RUNWAY EDGE

MARKING (TYP.)

6" SOLID

YELLOW

STRIPE

6" SOLID

BLACK

OUTLINE

6"

3.4

7 P-101 CRACK SEALING

NOT TO SCALE

1/2"

3/4" 1/8" TO 1/2"

RECESS

1-1/2"

MAX.

1/8" TO 1/4"

RECESS

1/2" - 1-1/2"

1-1/2"

MAX.

1/4"

RECESS

GREATER THAN 1-1/2"

EXISTING ASPHALTIC

PAVEMENT

EXISTING BASE

COURSE

EXISTING

SUBBASE

ROUTED RESERVOIR

FILLED WITH CRACK

SEAL

EXISTING ASPHALTIC

PAVEMENT

EXISTING BASE

COURSE

EXISTING

SUBBASE

PREFILL WITH SAND OR

APPROVED MATERIAL

ROUGH SIDED

CRACK SEAL

EXISTING ASPHALTIC

PAVEMENT

EXISTING BASE

COURSE

EXISTING

SUBBASE

FILL CRACK WITH

MASTIC FILLER TO

WITHIN 1/4" OF

EXISTING SURFACE

CRACKS 1/8" - 1/2" TREATMENT CRACKS 1/2" - 1-1/2" TREATMENT CRACKS LARGER THAN 1-1/2" TREATMENT

S:\_New Mexico\Gallup\Project Files\Active Projects\247024 Gallup Runway 6-24 Crack Seal and Seal Coat\CAD\dwg\247024103.dwg 3/14/2024 9:22:20 AM MCOATS 3/14/2024 9:22:20 AM MCOATS3/14/2024 9:22:20 AM MCOATS MCOATSMCOATS

TOFA TOFA TOFA TOFA TOFA

TOFA TOFA TOFA TOFA TOFA

TSA TSA TSA TSA TSA TSA

0000000000000

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0

X X

XX

X

ROFZ ROFZ ROFZ ROFZ ROFZ

ROFZ ROFZ ROFZ ROFZ ROFZ

ROFA ROFA ROFA ROFA ROFA ROFA

ROFA ROFA ROFA ROFA ROFA ROFA

RSA RSA RSA RSA RSA RSA

RSA RSA RSA RSA RSA RSA

0 0 0 0 0 0 0 0 0 0 0 0

0 0

0 0 unkv

TSA TSA TSA TSA TSA

w unk

1 2

WORK AREA COORDINATES

POINT #

ELEVATION

6461'

6471'

6471'

6461'

6469'

6469'

6469'

6469'

LATITUDE

N035°30'29.66"

N035°30'51.38"

N035°30'49.96"

N035°30'28.23"

N035°30'33.83"

N035°30'32.20"

N035°30'31.36"

N035°30'33.00"

LONGITUDE

W108°48'07.74"

W108°46'35.76"

W108°46'35.26"

W108°48'07.24"

W108°48'06.95"

W108°48'06.37"

W108°48'09.92"

W108°48'10.49"

LATITUDE AND LONGITUDES (LAT/LONG) DELINEATION OF THE

CONSTRUCTION AREA AND CONTRACTOR STAGING AREA LIMITS

0'

R

SA

0'

R O

FZ

0'

R O

FA

LOW PROFILE

BARRIER

NOTES:

1. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE

CAUSED BY CONSTRUCTION ACTIVITIES TO HAUL ROUTES.

ANY DAMAGE SHALL BE REPAIRED BY THE CONTRACTOR

AT NO EXPENSE TO THE SPONSOR.

ROFA

ROFZ

RSA

LEGEND

CONTRACTOR STAGING AREA

DETAIL #

SHEET #

LOW PROFILE BARRIER

CONTRACTOR HAUL ROUTE

PHASE I WORK AREA

RSA

ROFZ

ROFA ROFA = RUNWAY OBJECT FREE AREA

ROFZ = RUNWAY OBSTACLE FREE ZONE

RSA = RUNWAY SAFETY AREA

ELEVATIONS NEAR RUNWAY WERE OBTAINED FROM

CONSTRUCTION SURVEY. ELEVATIONS NEAR STAGING

AREA WERE OBTAINED FROM GOOGLE EARTH.

RUNWAY

CLOSURE CROSS

TOFA

TSA

TOFA = TAXIWAY OBJECT FREE AREA

TSA = TAXIWAY SAFETY AREA

SCALE IN FEET

600300

TAXIWAY A

TWY A5 TWY A4 TWY A3 TWY A2 TWY A1

RUNWAY 6/24

CONTRACTOR STAGING AREA &

MILLING STOCKPILE AREA

CONTRACTOR

HAUL ROUTE

HIGHWAY 64

EXISTING GATE

RUNWAY

CLOSURE CROSS

' T

SA

4'

T O

FA

Checked:

Approved:

Drawn:

ACI No.

File Name:

Date:

N o.

R ev is io n D at e

By

Sheet: of:

247024150

247024

1 1

CONSTRUCTION

SAFETY &

PHASING

PLAN

G

AL

LU

P

M U

N

IC

IP

AL

A

IR

PO

R

T G

AL

LU

P, N

EW

M

EX

IC

O

R

EH

AB

IL

IT

AT

E R

U N

W

AY

/2

AI

P N o.

-3 5-

-0

-2

03/2024

LKB

GCL / AM

TJA

LOW PROFILE

BARRIER

O

BS

TA

C

LE

FR

EE

Z

O N

E

O

BS

TA

C

LE

FR

EE

Z

O N

E

RUNWAY 6/24

50' 50'

O

BJ

EC

T

FR

EE

A R

EA

200'

500' ROFA

150' RSA

R U

N W

AY

SA

FE

TY

A R

EA

R U

N W

AY

SA

FE

TY

A R

EA

O

BJ

EC

T

FR

EE

A R

EA

400' ROFZ

200'

3 SAFETY AREAS

NOT TO SCALE

ALL STATIONARY CONSTRUCTION EQUIPMENT AND STOCKPILES

MUST REMAIN CLEAR OF ANY OPEN RUNWAY OBJECT FREE AREA.

ALL CONSTRUCTION EQUIPMENT AND TRAFFIC MUST REMAIN

CLEAR OF ANY OPEN RUNWAY OBSTACLE FREE ZONE.

TAXIWAY A

17.5' 17.5'

ALL CONSTRUCTION EQUIPMENT, STOCKPILES, AND TRAFFIC

MUST REMAIN CLEAR OF ANY OPEN TAXIWAY OBJECT FREE AREA.

O

BJ

EC

T

FR

EE

A R

EA

131' TOFA

79' TSA

TA

XI

W

AY

SA

FE

TY

A

R

EA

TA

XI

W

AY

SA

FE

TY

A

R

EA

O

BJ

EC

T

FR

EE

A R

EA

4 SAFETY AREAS

NOT TO SCALE

4'

NOTES:

1. BARRIER SHALL BE SHERWIN INDUSTRIES, 10" x 96" LOW PROFILE AIRPORT BARRIER, AS SHOWN, OR APPROVED

EQUAL.

2. THE ENTIRE AREA OF ORANGE AND WHITE STRIPES SHALL BE REFLECTORIZED WITH SMOOTH SURFACE TYPE

REFLECTIVE SHEETING.

3. LIGHTS MUST BE MOUNTED ON BARRIERS AND SPACED AT NO MORE THAN 10 FT.

4. THE BARRIERS SHALL BE WEIGHTED AGAINST PROPWASH AND CAPABLE OF WITHSTANDING UP TO 100 M.P.H. WIND

FORCES.

5. FLASHING RED CAUTION LIGHTS SHALL BE BATTERY OPERATED AND SHALL MAINTAIN SUCH INTENSITY SO AS TO BE

READILY IDENTIFIED FROM DISTANCES OF AT LEAST 200 FEET DURING DARKNESS.

6. THE CONTRACTOR SHALL CHECK ALL BARRIERS AND LIGHTS EACH DAY BEFORE LEAVING THE AIRPORT TO ENSURE LIGHTS ARE WORKING PROPERLY AND MAY NOT LEAVE WITHOUT ALL BARRIERS AND LIGHTS BEING IN PROPER

WORKING ORDER.

8'

" M

AX

BATTEN TO KEEP

FLAG EXTENDED

20" MIN. X 20" MIN. FLAGS - ALTERNATING

ORANGE AND WHITE, ONE FLAG PER

BARRIER. SUPPORTS SHALL BE

VERTICAL AND FRANGIBLE.

FLASHING RED

CAUTION

LIGHTS

REFLECTIVE ORANGE

(BOTH SIDES)

REFLECTIVE WHITE

(BOTH SIDES)

2 LOW PROFILE SAFETY BARRIER

NOT TO SCALE

5 RUNWAY CLOSURE CROSS

NOT TO SCALE

60'

8'

26'

NOTE:

2 EACH REQUIRED PER CLOSED RUNWAY- INCIDENTAL. TO BE APPLIED

OVER RUNWAY NUMERALS ON RUNWAY OR AT RUNWAY ENDS PRIOR TO

RUNWAY CLOSURE. CROSSES TO BE CONSTRUCTED OF PLYWOOD OR

OTHER FLAT MATERIALS WHICH SHALL BE SECURELY FASTENED TO

PAVEMENT AND/OR ADEQUATELY WEIGHTED WITH SAND BAGS.

RUNWAY ℄

CROSS TO BE

AVIATION YELLOW,

LOCATED OFF OF

RUNWAY END

1 AIRFIELD PLAN

S:\_New Mexico\Gallup\Project Files\Active Projects\247024 Gallup Runway 6-24 Crack Seal and Seal Coat\CAD\dwg\247024150.dwg 3/19/2024 2:09:48 PM MCOATS 3/19/2024 2:09:48 PM MCOATS3/19/2024 2:09:48 PM MCOATS MCOATSMCOATS