A - 100 Design Drawings.pdf

U

N

I

O

P

A

C

I

F

I

C

R

SPOFFORD

U N

I O

N

P

A C

I F

LAUGHLIN AFB

DEL RIO

BRACKETVILLE

R

G

A

N

D

E

T I T

L E

S

H E

E T

N T

S

M A

R

G-0.00

SHEET 01 OF 54

LAUGHLIN AIR FORCE BASE, TEXAS

REPAIR OVERRUNS ON CENTER RUNWAY

DEPARTMENT OF THE AIR FORCE

47TH CIVIL ENGINEER SQUADRON

LAUGHLIN AIR FORCE BASE, TEXAS

UPDATED BY 47 CES NOVEMBER 4, 2022

INITIALLY PREPARED JANUARY 30, 2015 BY: URS GROUP INC.

CONTRACT SOLICITATION NO.: FA 3099-26-R-001

BID SET

G

D r a w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

D e s c r i p t i o n D a t e

A c t i o n

R e v

DRAWING

NUMBER:

A

B

C

D

F i l e n a m e

P l o t d a t e

P l o t s c a l e

S y m b o l

L A

G E

P r o j e c t s I N

F R

A v i a t i o n P r o j e c t s L a u g h l i

F B

E

O v e r r u n s

C

A D

D

R A

W I N

G S

G

T

I T

E

E T d g l o t t e d

W e d n e s d a y

M a r c h

P

M b y

S o t o

S a n t o s

T r a c k i n g

N o

R E

P

AI

V E

R R

U N

S

N

T E

R

R

U N

W A

Y

L A

U G

H L

R

S

E

T

E X

A S

T

V

G

I N

E E

R

S

Q U

A D

R O

N

L A

U G

H L

R

S

E

T

E X

A S

U R

S

P

R O

J E

M

B E

R

P r o j e c t

I D

M X

D

C o n t r a c t

N o

R

U R

S

G

R O

U P

I N

C

A

M B

E R

G L E

N

B

L V

D

A U

S T

I N

T

E X

T E

X A

S

P

E

F

I R

M

B

T

S L

S

B G r a

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

D e s c r i p t i o n D a t e

A c t i o n

R e v

DRAWING

NUMBER:

A

B

C

D

F i l e n a m e

P l o t d a t e

P l o t s c a l e

S y m b o l

L A

G E

P r o j e c t s I N

F R

A v i a t i o n P r o j e c t s L a u g h l

E

O v e r r u n s

C

A D

D

R A

W I N

G S

G

S

U M

M A

Y

Q

U A

N T

I T

I E

S A

B B

R E

V I A

T I O

N S d o t t e d

W e d n e s d a y

M a r

P

M b y

B r u n j e s B r a n d t

E l l e n

T r a c k i n g

N o

R

EP

E

R R

U N

S

N

T E

R

R

U N

W A

Y

L A

U G

H L

R

S

E

T

E X

A S

V

G

I N

E E

R

S

Q U

A D

R O

N

L A

U G

H L

R

S

E

T

E X

A S

U R

S

P

R O

J E

M

B E

R

P r o j e c t

I D

M X

C o n t r a c t

N o

-R -0

U R

S

G

R O

U P

I N

C

A

M B

E R

G L E

N

B

L V

D

A U

S T

I N

T

E X

T E

X A

S

P

E

F

I R

M

B

T

I N

D E

X

A

B

R E

V I A

T I O

N S

S L

S

B G

N T

S

M A

R

G-1.01

SHEET 2 OF 54

E B

DRAWING INDEX

SHEET

1 G-0.00 TITLE SHEET

2 G-1.01 INDEX AND ABBREVIATIONS

3 G-1.02 GENERAL NOTES

4 G-1.03 CONSTRUCTION PHASING PLAN 13C PHASE 1

5 G-1.04 CONSTRUCTION PHASING PLAN 31C PHASE 2

6 G-1.05 TEMPORARY RDM LAYOUT

7 G-1.06 CONSTRUCTION PHASING DETAILS

8 G-1.07 SURVEY CONTROL PLAN

9 G-1.08 SOIL BORING LOCATION PLAN

10 G-1.09 SOIL BORING LOGS B-1 THRU B-6

11 G-1.10 SOIL BORING LOGS B-7 THRU B-12

12 C-1.01 EROSION CONTROL PLAN 13C

13 C-1.02 EROSION CONTROL PLAN 31C

14 C-1.03 EROSION CONTROL DETAILS

15 C-2.01 DEMOLITION PLAN 13C

16 C-2.02 DEMOLITION PLAN 31C

17 C-3.01 MARKING PLAN 13C THRESHOLD RELOCATION

18 C-3.02 MARKING PLAN 31C THRESHOLD RELOCATION

19 C-3.03 MARKING PLAN THRESHOLD FINAL

20 C-4.01 GEOMETRY AND PAVEMENT PLAN 13C

21 C-4.02 GEOMETRY AND PAVEMENT PLAN 31C

22 C-5.01 PLAN AND PROFILE 13C

23 C-5.02 PLAN AND PROFILE 31C

24 C-6.01 ARRESTING SYSTEM PLAN

25 C-10.01 TYPICAL PAVEMENT SECTIONS

26 C-10.02 PAVEMENT DEMOLITION 13C

27 C-10.03 PAVEMENT DEMOLITION 31C

28 C-10.04 PAVEMENT MARKING DETAILS SHEET 1 OF 3

29 C-10.05 PAVEMENT MARKING DETAILS SHEET 2 OF 3

30 C-10.06 PAVEMENT MARKING DETAILS SHEET 3 OF 3

31 C-10.07 MISCELLANEOUS DETAILS

32 C-10.08 CROSS SECTIONS 13C SHEET 1 OF 3

33 C-10.09 CROSS SECTIONS 13C SHEET 2 OF 3

34 C-10.10 CROSS SECTIONS 13C SHEET 3 OF 3

35 C-10.11 CROSS SECTIONS 31C SHEET 1 OF 3

36 C-10.12 CROSS SECTIONS 31C SHEET 2 OF 3

37 C-10.13 CROSS SECTIONS 31C SHEET 3 OF 3

38 E-1.01 ELECTRICAL DEMOLITION PLAN 13C

39 E-1.02 ELECTRICAL DEMOLITION PLAN 31C

40 E-2.01 ELECTRICAL LIGHTING PLAN 13C

41 E-2.02 ELECTRICAL LIGHTING PLAN 31C

42 E-2.03 ELECTRICAL ENLARGED LIGHTING PART PLAN

43 E-3.01 ELECTRICAL DETAIL 1

44 E-3.02 ELECTRICAL DETAIL 2

45 E-3.03 ELECTRICAL DETAIL 3

46 E-3.04 ELECTRICAL DETAIL 4

47 E-3.05 ELECTRICAL DETAIL 5

48 E-3.06 ELECTRICAL DETAIL 6

49 E-3.07 ELECTRICAL DETAIL 7

50 E-3.08 ELECTRICAL DETAIL 8

51 E-3.09 ELECTRICAL DETAIL 9

52 E-3.10 ELECTRICAL DETAIL 10

53 E-3.11 ELECTRICAL DETAIL 11

54 E-4.01

ELECTRICAL WIRING DIAGRAM-13C

G a

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

D e s c r i p t i o n D a t e

A c t i o n

R e v

DRAWING

NUMBER:

A

B

C

D

F i l e n a m e

P l o t d a t e

P l o t s c a l e

S y m b o l

L A

G E

P r o j e c t s I N

F R

A v i a t i o n P r o j e c t s L a u g h l

E

O v e r r u n s

C

A D

D

R A

W I N

G S

G

G

E N

E R

T

E S d o t t e d

W e d n e s d a y

M a r

P

M b y

S o t o

S a n t o s

T r a c k i n g

N o

R

EP

E

R R

U N

S

N

T E

R

R

U N

W A

Y

L A

U G

H L

R

S

E

T

E X

A S

V

G

I N

E E

R

S

Q U

A D

R O

N

L A

U G

H L

R

S

E

T

E X

A S

U R

S

P

R O

J E

M

B E

R

P r o j e c t

I D

M X

C o n t r a c t

N o

-R -0

U R

S

G

R O

U P

I N

C

A

M B

E R

G L E

N

B

L V

D

A U

S T

I N

T

E X

T E

X A

S

P

E

F

I R

M

B

T

G E

N E

R A

L

N

O T

E S

N T

S

M A

R

G-1.02

SHEET 3 OF 54

G

GENERAL NOTES:

1. THIS PROJECT MUST BE COMPLETED IN 245 CALENDAR DAYS.

2. WATER AND ELECTRICAL POWER IS NOT AVAILABLE TO THE CONTRACTOR ON SITE.

3. GEOTECHNICAL INVESTIGATION WAS PERFORMED AND REPORT PREPARED BY

ARIAS AND ASSOCIATES INC., SAN ANTONIO, TEXAS, OCTOBER 2014.

4. ENGINEERING SURVEY CONDUCTED BY MCGRAY AND MCGRAY LAND

SURVEYORS INC, AUSTIN, TEXAS, OCTOBER 2014

5. ACCESS IS PERMITTED BETWEEN 6:00 AM TO 6:00 PM ON WEEKDAYS ONLY

UNLESS OTHER ARRANGEMENTS ARE MADE WITH THE CONTRACTING OFFICER.

6. CALL TEXAS ONE-CALL AT 811 OR VISIT WWW.TEXAS811.ORG PRIOR TO

EXCAVATION.

7. THE LOCATIONS OF UNDERGROUND UTILITIES AND FACILITIES SHOWN ON THE

PLANS HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE BELIEVED

TO BE CORRECT. NO GUARANTEE IS MADE AS TO THEIR ACCURACY OR

COMPLETENESS. THE CONTRACTOR SHALL LOCATE AND IDENTIFY ALL

UNDERGROUND UTILITIES IN THE WORK AREA PRIOR TO CONSTRUCTION. ANY

UNDERGROUND UTILITIES LOCATED WHICH DO NOT APPEAR ON THE PLANS

SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER. ANY

DAMAGE TO UTILITIES CAUSED BY THE CONTRACTOR SHALL BE PROMPTLY

REPAIRED AT THE CONTRACTOR EXPENSE.

8. CONTRACTOR SHALL RETAIN THE SERVICES OF A PRIVATE UTILITY LOCATOR

SERVICE DURING THE EXECUTION OF THIS CONTRACT.

9. REFER TO SURVEY CONTROL PLAN, DRAWING G-1.07.

10. ALL MATERIALS SHALL BE DISPOSED OF OFFSITE.

SECURITY:

1. THE CONTRACTOR SHALL COMPLY WITH ALL SECURITY REGULATIONS AND

ACCESS REQUIREMENTS OF LAUGHLIN AFB.

2. THE CONTRACTOR SHALL COORDINATE SITE SECURITY WITH THE

CONTRACTING OFFICER.

3. VEHICLES AND HEAVY EQUIPMENT MUST TRAVEL ALONG PREDETERMINED

HAUL ROUTES AND PASS THROUGH ACCESS POINTS AS SHOWN ON THE

DRAWINGS.

4. ALL SECURITY REGULATIONS AND ACCESS REQUIREMENTS SHALL APPLY

EQUALLY TO THE CONTRACTOR AND ANY SUBCONTRACTORS.

5. ANY CONTRACTOR PERSONNEL FOUND TO BE IN VIOLATION OF SECURITY

REGULATIONS AND ACCESS REQUIREMENTS ARE SUBJECT TO DETAINMENT

AND SEARCH BY AIR FORCE SECURITY FORCES.

6. ALL CONTRACTOR EMPLOYEES SHALL UNDERGO A BACKGROUND CHECK.

7. ALL CONTRACTOR PERSONNEL WHO ARE DRIVING ON THE AIRFIELD SHALL

ATTEND FLIGHT LINE SECURITY AND DRIVERS TRAINING.

8. SECURITY COORDINATION WITH AIRFIELD OPERATION WILL BE ESTABLISHED IN

THE FREE ZONE PACKAGE WHICH WILL BE PROCESSED BY THE GOVERNMENT.

PRIOR TO CONSTRUCTION, AIRFIELD TRAINING WILL BE PROVIDED TO ALL

PERSONNEL DRIVING WITHIN THE AIRFIELD PERIMETER. TRAINING WILL DETAIL

ALL ACCESS PROCEDURES AND POLICES.

9. THE MAXIMUM WEIGHT LIMIT FOR ALL ROADS ON THE SITE IS THE LOAD LIMIT

ON PUBLIC ROADS.

10. ALL VEHICLES MUST REMAIN ON THE ROADWAYS SHOWN AND MUST NOT

DEVIATE FROM THE APPROVED ROUTE UNLESS APPROVED BY THE

CONTRACTING OFFICER.

11. PRIVATELY OWNED VEHICLES WILL NOT BE ALLOWED IN THE WORK AREAS.

THE CONTRACTOR'S EMPLOYEE PARKING SHALL BE AS SHOWN ON DRAWING

G-1.03 AND G-1.04. THE CONTRACTOR IS RESPONSIBLE FOR TRANSPORTING

EMPLOYEES FROM THE P.O.V. PARKING AREA TO THE WORK AREA IN COMPANY

VEHICLES.

12. THE CONTRACTOR SHALL PROVIDE THE CONTRACTING OFFICER WITH A LIST

OF PERSONNEL PERMITTED TO ENTER THE GATE.

13. ANY COSTS TO SECURE THE WORK AREA DURING CONSTRUCTION WILL BE AT

THE CONTRACTOR'S EXPENSE.

14. ALL CONTRACTOR VEHICLES SHALL DISPLAY A LARGE COMPANY SIGN ON BOTH

SIDES OF THE VEHICLE AT ALL TIMES.

15. CONTRACTOR VEHICLES SHALL BE EQUIPPED WITH YELLOW FLASHING LIGHT

AND 3'X3' ORANGE AND WHITE CHECKERED FLAG.

FOREIGN OBJECT DAMAGE (FOD):

1. CONTRACTOR SHALL PRACTICE STANDARD FOD PREVENTION TECHNIQUES.

2. THE CONTRACTOR SHALL VACUUM ALL PAVEMENTS TO THE SATISFACTION OF

THE CONTRACTING OFFICER PRIOR TO REOPENING PAVEMENT TO AIRCRAFT

TRAFFIC.

ENVIRONMENTAL:

1. IF HISTORIC SITES (WALLS, PLATFORMS, PAVEMENTS, MOUNDS) OR REMAINS

(ARTIFACTS, BURIALS) ARE ENCOUNTERED DURING CONSTRUCTION

ACTIVITIES, WORK SHALL CEASE IMMEDIATELY IN THE VICINITY OF THE FIND

AND THE AREA SHALL BE PROTECTED FROM FURTHER DAMAGE. THE

CONTRACTOR SHALL IMMEDIATELY CONTACT THE CONTRACTING OFFICER.

2. ALL MATERIAL MILLED OR EXCAVATED FROM THE SITE SHALL BE DISPOSED OF

OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL

REGULATIONS.

3. CONTRACTOR IS RESPONSIBLE FOR CONFORMANCE WITH THE APPLICABLE

PROVISIONS OF THE WATER QUALITY AND WATER POLLUTION CONTROL

STANDARD CONTAINED IN THE TEXAS COMMISSION OF ENVIRONMENTAL

QUALITY (TCEQ) GENERAL PERMIT TXR150000.

4. THE CONTRACTOR SHALL PROVIDE TEMPORARY MEASURES TO ENSURE THAT

NO WATER WILL COLLECT IN EXCAVATED AREAS.

5. THE CONTRACT SHALL PREPARE A DUST CONTROL, FOD CONTROL PLAN FOR

SUBMITTAL TO THE CONTRACTING OFFICER . THE PLAN SHALL INCLUDE THE

USE OF SWEEPERS AND FOD REMOVAL FROM VEHICLES TIRES. CONTRACTOR

SHALL PREPARE A SPILL PREVENTION PLAN FOR SUBMITTAL TO THE

CONTRACTING OFFICER FOR FUEL STORAGE IN STAGING AND STORAGE

AREAS.

6. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AREA

AND SURROUNDING AREA FREE FROM DUST NUISANCE. THE CONTRACTOR

SHALL BE IN COMPLIANCE WITH TEXAS STATE LAW REGARDING AIR POLLUTION

CONTROL STANDARDS.

7. THE CONTRACTOR SHALL CONTROL DUST AND DEBRIS ON THE ACCESS AND

HAUL ROADS. CONTRACTOR SHALL MAINTAIN A SWEEPER VEHICLE ON SITE AT

ALL TIMES THROUGHOUT THE DURATION OF CONSTRUCTION.

SAFETY NOTES.

1. OPEN TRENCHES AND EXCAVATIONS SHALL BE PROMINENTLY MARKED IN

ACCORDANCE WITH SECTION 14 OF UFC 3-260-01.

2. THE PRIME CONTRACTOR SHALL HAVE AN ENGLISH SPEAKING JOB

SUPERINTENDENT ON SITE AT ALL TIMES WORK IS IN PROGRESS. THIS PERSON

SHALL BE FAMILIAR WITH ALL TYPES OF CONSTRUCTION BEING PERFORMED

AND SUBCONTRACTED ACTIVITIES.

3. THE CONTRACTOR IS EXCLUSIVELY RESPONSIBLE FOR MAINTAINING SAFETY

AND SECURITY OF CONSTRUCTION PERSONNEL AT ALL TIMES.

4. THE CONTRACTOR SHALL COMPLY WITH ANY INSTRUCTION ISSUED BY THE

CONTRACTING OFFICER IN THE EVENT OF AN EMERGENCY.

STAGING AND LAYDOWN AREAS:

1. THE CONTRACTOR'S STAGING AND LAYDOWN AREA SHALL BE AT THE

LOCATION SHOWN ON DRAWING G-1.03 AND G-1.04 OF THE PLANS. MATERIAL

STORAGE REQUIRES APPROVAL BY THE CONTRACTING OFFICER.

2. ALL EQUIPMENT AND MATERIALS MUST BE RETURNED TO THE STAGING AREA

AT THE END OF EACH WORK DAY UNLESS APPROVED BY THE CONTRACTING

OFFICER.

3. THE STAGING AREA MUST BE RETURNED TO ITS ORIGINAL CONDITION AT THE

END OF THE PROJECT.

4. ANY PAVEMENT, ROADWAY OR DRIVE, DAMAGE DURING CONSTRUCTION MUST

BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE

CONTRACTING OFFICER. NO ADDITIONAL COMPENSATION WILL BE MADE TO

THE CONTRACTOR FOR THIS WORK.

S L

S

B G

E B

ABBREVIATIONS:

ABC AGGREGATE BASE COURSE

AC ACRE, ASPHALTIC CONCRETE, ASPHALT CORE

ADS APPROCH DEPARTURE SURFACE

AFB AIR FORCE BASE

ASPH ASPHALT

BOT BOTTOM

CF CUBIC FOOT

CH FAT CLAY

CL CENTERLINE, LEAN CLAY

CO CLEANOUT

CY CUBIC YARD

CZ CLEARZONE

DIA DIAMETER

DO DELIVERY ORDER

EA EACH

ELEV ELEVATION

EX EXISTING

FIN FINISHED

FOD FOREIGN OBJECT DEBRIS

FT FOOT

GAL GALLON

GALV GALVANIZED

GB GRAB SAMPLE

GCA GRADED-CRUSHED AGGREGATE BASE COURSE

HDPE HIGH-DENSITY POLYETHYLENE

HMA HOT MIX ASPHALT

HOR HORIZONTAL

LF LINEAR FOOT

LL LIQUID LIMIT

LS LUMP SUM

LT LEFT

MAX MAXIMUM

MIN MINIMUM

RSU

RT

SF

SS

STA

SW

TEMP

TBR

TWY

TYP

UIP

UON

VAR

VERT

WC

WWM

M&O

N NORTH, NORTHING, NUMBER OF BLOWS

NAVD NORTH AMERICAN VERTICAL DATUM

NTS NOT TO SCALE

OFF OFFSET

OGM OPEN GRADED MATERIAL

OVEREX OVER EXCAVATION

PCC

PERF

PG

PI

PL

POV

PVC

R

RCM

RCP

RDM

RR

PORTLAND CEMENT CONCRETE

PERFORATED

PROFILE GRADE

PLASTICITY INDEX

PLASTIC LIMIT

PRIVATELY OWNED VEHICLE

POLYVINYL CHLORIDE

RADIUS

RUNWAY CLOSURE MARKER

REINFORCED CONCRETE PIPE

RUNWAY DISTANCE MARKER

RAILROAD

REMOTE SUPERVISORY UNIT

RIGHT

SILT FENCE, SQUARE FOOT

SPLIT SPOON

STATION

STRAW WATTLE

TEMPORARY

TO BE REMOVED

TAXIWAY

TYPICAL

USE IN PLACE

UNLESS OTHERWISE NOTED

VARIES

VERTICAL

WATER CONTENT

WELDED WIRE MESH

MILL AND OVERLAY

1000' OVERRUN 1200' TEMPORARY 7652' OVERRUN

200'

A D

S A

D S

A D

S

A

D

S

A

D

S

A

D

S

A

D

S

A

D

S

A

D

S

A

D

S

A

D

S

A

D

S

A

D

S

A

D

S

A

D

S

P S

P S

P S

P S

PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS

P S

P S

P S

P S

PSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPS

C Z

CZCZCZCZCZCZ

C Z

C Z

C Z

C Z

C Z

C Z

CZ CZ CZ CZ CZ CZ

C Z

209+52

99+00

100+00

110+00

120+00 130+00 140+00 150+00 160+00 170+00 180+00 190+00 200+00

1000'

SEE NOTE 6 SEE NOTE 7SEE NOTE 5

D r a

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

D e s c r i p t i o n D a t e

A c t i o n

R e v

DRAWING

NUMBER:

A

B

C

D

F i l e n a m e

P l o t d a t e

P l o t s c a l e

S y m b o l

L A

G E

P r o j e c t s I N

F R

A v i a t i o n P r o j e c t s L a u g h l

E

O v e r r u n s

C

A D

D

R A

W I N

G S

G

C

O N

S T

R U

C T

I O

N

L

A Y

O U

T

P

L A

N P

H A

S I N

G

P

L A

N d o t t e d

W e d n e s d a y

M a r

P

M b y

S o t o

S a n t o s

T r a c k i n g

N o

R

EP

E

R R

U N

S

N

T E

R

R

U N

W A

Y

L A

U G

H L

R

S

E

T

E X

A S

V

G

I N

E E

R

S

Q U

A D

R O

N

L A

U G

H L

R

S

E

T

E X

A S

U R

S

P

R O

J E

M

B E

R

P r o j e c t

I D

M X

C o n t r a c t

N o

-R -0

U R

S

G

R O

U P

I N

C

A

M B

E R

G L E

N

B

L V

D

A U

S T

I N

T

E X

T E

X A

S

P

E

F

I R

M

B

T

C O

N S

T R

U C

T I O

N

P

H A

S I N

G

P L A

N

A

T

S

M A

R

G-1.03

SHEET 4 OF 54

PHASE 1 - RWY 13C OVERRUN

PRIMARY SURFACE

LEGEND

APPROACH DEPARTURE SURFACE

CLEAR ZONE

ACCESS AND HAUL ROUTE

EXISTING FEATURES

PRIMARY SURFACE

TAXIWAY CLEARANCE

CONSTRUCTION WORK AREA

BARRICADES

ADS

RWY 13C-31C

PHASE 1 NOTES

ORIGINAL RUNWAY LENGTH

8,852 FEET

TEMPORARY RELOCATED THRESHOLD

1,200 FEET

RUNWAY LENGTH

7,652 FEET

TAKEOFF DISTANCE AVAILABLE 13C-31C

7,652 FEET

TAKEOFF RUNWAY AVAILABLE 13C-31C

7,652 FEET

LANDING DISTANCE AVAILABLE 13C-31C

7,652 FEET

13C GLIDESLOPE NOT ACTIVE

31C GLIDESLOPE NOT ACTIVE

13C LOCALIZER ACTIVE

31C LOCALIZER NOT ACTIVE

13C PAPI NOT ACTIVE

31C PAPI ACTIVE

31C APPROACH LIGHTS NOT ACTIVE

13C APPROACH (RELOCATED THRESHOLD)

YES

13C DEPARTURE (RELOCATED THRESHOLD)

YES

31C APPROACH YES

31C DEPARTURE YES

13C ARRESTING SYSTEM YES

31C ARRESTING SYSTEM NO

TAXIWAY A * OPEN

TAXIWAY J OPEN

T

W

J

W

Y

B

T W

Y

C

T W

Y

F

T

CLEAR ZONE

3,000' X 3,000'

APPROACH AND DEPARTURE

SURFACE 50 TO 1 SLOPE

CZ

PS

THRESHOLD

RELOCATION

LOCALIZER

31C

LOCALIZER

13C

ENTRY POINT #1

G

NOTES:

1. TAXIWAY A CLEARANCE AREA REDUCED FROM 400' WIDE TO 145' WIDE FOR PHASE 1 CONSTRUCTION.

2. SEE DRAWING C-3.01 FOR PHASE 1 TEMPORARY MARKING PLAN.

3. SEE DRAWING G-1.06 FOR CONSTRUCTION PHASING DETAILS.

4. SEE DRAWING G1.05 FOR TEMPORARY RDM LAYOUT.

5. DISCONNECT EXISTING RUNWAY EDGE LIGHTS AND RUNWAY END INDICATOR LIGHTS BY TEMPORARY

JUMPER (TYP). SEE DRAWING E-3.05 FOR DETAILS.

6. EXISTING RUNWAY LIGHTS WITH AMBER/WHITE LENSES, USE IN PLACE.

7. TEMPORARILY REPLACE EXISTING RUNWAY EDGE LIGHT LENSES WITH SPLIT AMBER/WHITE LENSES.

8. TEMPORARY RUNWAY CLOSURE MARKINGS TO BE PLACED ON RUNWAY DESIGNATING MARKINGS WHEN

RUNWAY IS CLOSED FOR MARKING; TEMPORARY MARKING AND MARKING REMOVAL ACTIVITIES ONLY.

9. ACTIVITIES THAT REQUIRE A CLOSURE OF RUNWAY 13C-31C SHALL BE SCHEDULED FOR NON-OPERATIONAL

TIMES DURING WEEKENDS AND HOLIDAYS.

10. A FREE ZONE SHALL BE ESTABLISHED DURING CONSTRUCTION TO INCLUDE THE OVERRUN

CONSTRUCTION AREAS AND DEFINED HAUL ROUTES. THE CONTRACTOR SHALL SUPPLY AND MAINTAIN ALL

BARRICADES, MARKINGS, FLAGS SIGNS, AND BOUNDARY MARKERS REQUIRED FOR THE FREE ZONE AT NO

ADDITIONAL COST TO THE GOVERNMENT.

11. THE AIRFIELD MANAGER SHALL BE CONTACTED AND A NOTAM ISSUED FOR DISABLED APPROACH LIGHTS, GLIDESLOPE, LOCALIZERS AND PAPI SYSTEM.

12. BARRICADES AND RUNWAY/TAXIWAY CLOSED MARKERS INCIDENTAL TO WORK IN CONTROLLED AREAS.

13. BASE BID WORK INCLUDES REPAIR BY REPLACING DOUBLE BITUMINOUS SURFACE TREATMENT (DBST) ON PAVEMENT SECTION O06C STA. 100+00.00 TO STA. 108+00.00 AND ASPHALT MILL AND OVERLAY (M&O) ON PAVEMENT SECTION O07C STA. 108+00.00 TO STA. 110+00.00. ALTERNATE 2 INCLULDES RECONSTRUCTION

OF PAVEMENT SECTIONS O06C AND O07C FROM STA. 100+00.00 TO STA. 110+00.00.

BARRICADE

PHASE DURATION WORK HOURS

G-1.06

RUNWAY CLOSURE MARKING

TAXIWAY CLOSURE MARKING

EMPLOYEE PARKING AREA

PHASE 1 RUNWAY 13 OVERRUN

STAGING AND STORAGE AREA

RWY 13L-31R

TWY G

RWY 13R-31L

INSTALL TEMPORARY THRESHOLD

LIGHTS PER DETAILS, DWG. E-3.05

13C GLIDESLOPE

31C GLIDESLOPE

TEMPORARY

RELOCATED

THRESHOLD

MARKING

TEMPORARY FIXED

DISTANCE MARKING

CONSTRUCTION SCHEDULE

SEE NOTE 10

SEE NOTE 8

SEE NOTE 9

STABILIZED

CONSTRUCTION

ENTRANCE

C-1.03

REDUCE TWY

CLR 145'

STAGING AND

STORAGE AREA

G-1.06

G-1.06

13C ARRESTING

SYSTEM

31C ARRESTING

SYSTEM

1 70 DAYS 0730 - 1630

MOBILIZATION 59 DAYS 0730 - 1630

MAXIMUM

EQUIPMENT

HEIGHT IN

WORK AREA = 20'

* WHEN WORKING OUTSIDE REDUCED TAXIWAY

CLEARANCE AREA 145'

S L

S

B G

E B

ALTERNATE 2

SEE NOTE 13

SEE DRAWING G1.05 FOR TEMPORARY RDM LAYOUT.

1000' OVERRUN1200' TEMPORARY7652' OVERRUN

200'

C Z

CZ CZ CZ CZ CZ CZ

C Z

C Z

C Z

C Z

C Z

C Z

CZCZCZCZCZCZ

C Z

A D

S A

D S

A D

S

A

D

S

A

D

S

A

D

S

A

D

S

A

D

S

A

D

S

A

D

S

A

D

S

A

D

S

A

D

S

A

D

S

A

D

S

P S

P S

P S

P S

PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS

P S

P S

P S

P S

PSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPS

209+52 100+00 110+00 120+00 130+00 140+00 150+00 160+00 170+00 180+00 190+00 200+00

1200' TEMPORARY1000' SEE NOTE 61000' SEE NOTE 7

D r a

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

D e s c r i p t i o n D a t e

A c t i o n

R e v

DRAWING

NUMBER:

A

B

C

D

F i l e n a m e

P l o t d a t e

P l o t s c a l e

S y m b o l

L A

G E

P r o j e c t s I N

F R

A v i a t i o n P r o j e c t s L a u g h l

E

O v e r r u n s

C

A D

D

R A

W I N

G S

G

C

O N

S T

R U

C T

I O

N

L

A Y

O U

T

P

L A

N P

H A

S E

I N

G

P

L A

N d o t t e d

W e d n e s d a y

M a r

P

M b y

S o t o

S a n t o s

T r a c k i n g

N o

R

EP

E

R R

U N

S

N

T E

R

R

U N

W A

Y

L A

U G

H L

R

S

E

T

E X

A S

V

G

I N

E E

R

S

Q U

A D

R O

N

L A

U G

H L

R

S

E

T

E X

A S

U R

S

P

R O

J E

M

B E

R

P r o j e c t

I D

M X

C o n t r a c t

N o

-R -0

U R

S

G

R O

U P

I N

C

A

M B

E R

G L E

N

B

L V

D

A U

S T

I N

T

E X

T E

X A

S

P

E

F

I R

M

B

T

C O

N S

T R

U C

T I O

N

P

H A

S I N

G

P L A

N

A

T

S

M A

R

G-1.04

SHEET 5 OF 54

PHASE 2 - RWY 31C OVERRUN

PRIMARY SURFACE

RWY 13C-31C

T

W

Y

B

T W

Y

C

T W

Y

F

T

CLEAR ZONE

3,000' X 3,000'

APPROACH AND DEPARTURE

SURFACE 50 TO 1 SLOPE

THRESHOLD

RELOCATION

LOCALIZER

13C

LOCALIZER

13C

PHASE 2 NOTES

ORIGINAL RUNWAY LENGTH

8,852 FEET

TEMPORARY RELOCATED THRESHOLD

1,200 FEET

RUNWAY LENGTH

7,652 FEET

TAKEOFF DISTANCE AVAILABLE 13C-31C

7,652 FEET

TAKEOFF RUNWAY AVAILABLE 13C-31C

7,652 FEET

LANDING DISTANCE AVAILABLE 13C-31C

7,652 FEET

13C GLIDESLOPE NOT ACTIVE

31C GLIDESLOPE NOT ACTIVE

13C LOCALIZER NOT ACTIVE

31C LOCALIZER ACTIVE

13C PAPI ACTIVE

31C PAPI NOT ACTIVE

31C APPROACH LIGHTS NOT ACTIVE

13C APPROACH (RELOCATED THRESHOLD)

YES

13C DEPARTURE (RELOCATED THRESHOLD)

YES

31C APPROACH YES

31C DEPARTURE YES

13C ARRESTING SYSTEM NO

31C ARRESTING SYSTEM YES

TAXIWAY H CLOSED

TAXIWAY G * OPEN

TAXIWAY F OPEN

EMPLOYEE PARKING AREA

G

RWY 13L-31R

RWY 13R-31L

TWY-G

LEGEND

APPROACH DEPARTURE SURFACE

CLEAR ZONE

ACCESS AND HAUL ROUTE

EXISTING FEATURES

PRIMARY SURFACE

TAXIWAY CLEARANCE

CONSTRUCTION WORK AREA

BARRICADES

ADS

CZ

PS

G-1.06

RUNWAY CLOSURE MARKING

TAXIWAY CLOSURE MARKING

EMPLOYEE PARKING AREA

PHASE 2A RUNWAY 31C OVERRUN

PHASE 2B RUNWAY 31C OVERRUN

STAGING AND STORAGE AREA

INSTALL TEMPORARY THRESHOLD

LIGHTS PER DETAILS, DWG. E-3.05

PHASE DURATION WORK HOURS

2A 60 DAYS 0730 - 1630

CONSTRUCTION SCHEDULE

SEE NOTE 8

SEE NOTE 10

T

SEE NOTE 9

BARRICADES

(TYP)

NOTES:

1. TAXIWAY G CLEARANCE AREA REDUCED FROM 400' WIDE TO 145' WIDE FOR PHASE 2A AND 2B CONSTRUCTION.

2. SEE DRAWING G-3.02 FOR PHASE 2 TEMPORARY MARKING PLAN.

3. SEE DRAWING G-1.05 FOR CONSTRUCTION PHASING DETAILS.

4. SEE DRAWING G1.06 FOR TEMPORARY RDM LAYOUT.

5. DISCONNECT EXISTING RUNWAY EDGE LIGHTS AND RUNWAY END INDICATOR LIGHTS BY TEMPORARY

JUMPER (TYP). SEE DRAWING E-3.05 FOR DETAILS.

6. EXISTING RUNWAY LIGHTS WITH AMBER/WHITE LENSES, USE IN PLACE.

7. TEMPORARILY REPLACE EXISTING RUNWAY EDGE LIGHT LENSES WITH SPLIT AMBER/WHITE LENSES

IN LAST 1000 FEET.

8. TEMPORARY RELOCATE TAXIWAY G CENTERLINE 10' TO THE SOUTH FOR PHASE 2A AND 10' TO THE NORTH

FOR PHASE 2B SEE DRAWING C-3.02.

9. TEMPORARY RUNWAY CLOSURE MARKINGS TO BE PLACED ON RUNWAY DESIGNATING MARKINGS WHEN RUNWAY

IS CLOSED FOR MARKING; TEMPORARY MARKING AND MARKING REMOVAL ACTIVITIES ONLY.

10. A FREE ZONE WILL BE ESTABLISHED DURING CONSTRUCTION TO INCLUDE THE OVERRUN

CONSTRUCTION AREAS AND DEFINED HAUL ROUTES. THE CONTRACTOR SHALL SUPPLY AND MAINTAIN ALL BARRICADES, MARKINGS, FLAGS, SIGNS, AND OTHER BOUNDARY MARKERS AT NO ADDITIONAL COST TO THE

GOVERNMENT.

11. A FLAG MAN SHALL BE PROVIDED TO DIRECT ALL CONSTRUCTION TRAFFIC CROSSING TAXIWAY G.

12. THE AIRFIELD MANAGER SHALL BE CONTACTED AND A NOTAM ISSUED FOR DISABLED APPROACH LIGHTS, GLIDESLOPE, LOCALIZERS AND PAPI SYSTEM.

13. BARRICADES AND RUNWAY/TAXIWAY CLOSURE MARKERS ARE INCIDENTAL TO WORK IN CONTROLLED AREAS.

14. BASE BID WORK INCLUDES ASPHALT MILL AND OVERLAY (M&O) ON PAVEMENT SECTIONS T16A, O08C, O10C, O09C FROM STA 198+56.20 TO STA 204+27.66 AND FROM STA 205+44.23 TO STA 208+54.16. ALTERNATE 1 WORK INCLUDES RECONSTRUCTION OF PAVEMENT SECTION O10C FROM STA 203+50 TO STA 204+27.66 AND FROM STA

205+44.23 TO STA 206+47.00.

SEE NOTE 9

STABILIZED

CONSTRUCTION

ENTRANCE

G-1.06

G-1.06

G-1.06

ENTRY POINT #5

13C ARRESTING

SYSTEM

31C ARRESTING

SYSTEM

2B 42 DAYS 0730 - 1630

CLOSE OUT 14 DAYS 0730 - 1630

FLAGMAN REQUIRED

SEE NOTE 11

STAGING AND

STORAGE AREA

MAXIMUM

EQUIPMENT

HEIGHT IN

WORK AREA = 20'

WHEN WORKING OUTSIDE REDUCED TAXIWAY

CLEARANCE AREA 145'

ALTERNATE 1

SEE NOTE 14

S L

S

B G

7 6 5 4 3 2

65432

C

C

C

EXISTING - 8852'

13C THRESHOLD RELOCATED - 7652'

RUNWAY 13C-31C RDM LAYOUTS

NOT TO SCALE

G-1.05

C

7 6 5 4 3 2

65432

7 6 5 4 3 2

65432

7 6 5 4 3 2

65432

C

31C THRESHOLD RELOCATED - 7652'

C

6 5 4 3 2

65432

6 5 4 3 2

65432

D r a

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

D e s c r i p t i o n D a t e

A c t i o n

R e v

DRAWING

NUMBER:

A

B

C

D

F i e a m e

P l o t d a t e

P l o t s c a l e

S y m b o l

U P r o j e c t s U

U

S A

C E

C

A D

E

L E

C S

H E

E T

S G d o t t e d

W e d n e s d a y

M a r

P

M b y

M a i s c h

B r i a n

T r a c k i n g

N o

G d w g

R

EP

E

R R

U N

S

N

T E

R

R

U N

W A

Y

L A

U G

H L

R

S

E

T

E X

A S

T

H

C

I V

I L

E

N G

I N

E E

R

S

Q U

A D

R O

N

L A

U G

H L

R

S

E

T

E X

A S

U R

S

P

R O

J E

M

B E

R

P r o j e c t

I D

M X

C o n t r a c t

N o

-R -0

U R

S

G

R O

U P

I N

C

A

M B

E R

G L E

N

B

L V

D

A U

S T

I N

T

E X

T E

X A

S

P

E

F

I R

M

B

T

1000' TYP

NOTES:

1. TEMPORARILY RELOCATE EXISTING RDM SIGN LEGEND PANELS

FOR RUNWAY 13C-31C AS REQUIRED.

2. IF PANELS CANNOT BE REMOVED AND REINSTALLED, FABRICATE

OPAQUE BLACK COVERS WITH WHITE NUMERALS AND SECURELY

ATTACH TO EXISTING RDM SIGNS FOR RUNWAY 13C-31C.

3. RDM SHALL MEET REQUIREMENTS OF UFC 3-535-01 SECTION 9-6.

4. REFER TO CONSTRUCTION PHASING PLANS, G-1.03 AND G-1.04.

5. RDM SIGN WORK SHALL BE CLOSELY COORDINATED WITH THE

AIRFIELD MANAGER.

6. PROVIDE TEMPORARY OPAQUE BLACK SIGN FACE PANELS AS

SHOWN.

T E

M P

O R

A R

Y

R

M

Y O

U T

SHEET 6 OF 54

G-1.05

1200'

1200'

LEGEND:

RDM SIGN FACE

RDM SIGN FACE, BLACK

B R

M

B R

M

K L

B a

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

D e s c r i p t i o n D a t e

A c t i o n

R e v

DRAWING

NUMBER:

A

B

C

D

F i l e n a m e

P l o t d a t e

P l o t s c a l e

S y m b o l

L A

G E

P r o j e c t s I N

F R

A v i a t i o n P r o j e c t s L a u g h l

E

O v e r r u n s

C

A D

D

R A

W I N

G S

G

C

O N

S T

R U

C T

I O

N

P

H A

S I N

G

D

E T

A I L

S d o t t e d

W e d n e s d a y

M a r

P

M b y

S o t o

S a n t o s

T r a c k i n g

N o

R

EP

E

R R

U N

S

N

T E

R

R

U N

W A

Y

L A

U G

H L

R

S

E

T

E X

A S

V

G

I N

E E

R

S

Q U

A D

R O

N

L A

U G

H L

R

S

E

T

E X

A S

U R

S

P

R O

J E

M

B E

R

P r o j e c t

I D

M X

C o n t r a c t

N o

-R -0

U R

S

G

R O

U P

I N

C

A

M B

E R

G L E

N

B

L V

D

A U

S T

I N

T

E X

T E

X A

S

P

E

F

I R

M

B

T

C O

N S

T R

U C

T I O

N

P

H A

S I N

G

D

E T

A I L S

N T

S

M A

R

G-1.06

SHEET 7 OF 54

RED FLASHING LIGHTS

8' SEPARATION

MULTI-BARRIER

8'-0"

BARRICADE NOTES:

1. BARRICADES SHALL BE SPACED 8' MAXIMUM SEPARATION, OR AS INSTRUCTED BY THE

CONTRACTING OFFICER.

2. INSTALL WHERE INDICATED ON PHASING PLANS OR IN LOCATIONS APPROVED BY THE

CONTRACTING OFFICER.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING, MOVING, LIGHTING AND

MAINTAINING THE BARRICADES DURING CONSTRUCTION OF THE ENTIRE PROJECT.

BARRICADE LINES MUST BE MAINTAINED AT ALL TIMES.

4. INSTALL A MINIMUM OF 2 RED HIGH INTENSIVE FLASHING 12 VOLT LIGHT FLASHING LIGHTS

EQUALLY SPACED PER EACH 8' LONG BARRICADE.

5. 1 FLAG NO MORE THAN 18" SQUARE AND NO MORE THAN 30" HIGH SHALL BE AFFIXED FOR

EACH SPAN OF BARRICADES. FLAG SHALL BE AVIATION ORANGE (FED-STD-595, NO. 12197).

6. CONTRACTOR SHALL USE WATER-FILLED LOW PROFILE BARRICADES DESIGNED FOR

AIRPORT USE, SUCH AS MANUFACTURED BY MULTI-BARRIER, MODEL NO. AR10X96 OR

APPROVED EQUAL.

FLAG 18"X18"

M

A X

HIGHLY REFLECTIVE DIAGONAL

ALTERNATING ORANGE AND

WHITE STRIPES (BOTH SIDES)

AR 10X96

LOW PROFILE CONSTRUCTION BARRICADE

NOT TO SCALE

G-1.06

TEMPORARY RUNWAY AND TAXIWAY

CLOSURE MARKER

NOT TO SCALE

G-1.06

RUNWAY CENTERLINE

TEMPORARY RUNWAY AND TAXIWAY CLOSURE MARKING NOTES:

1. TEMPORARY RUNWAY AND TAXIWAY CLOSURE MARKINGS

MAY BE CONSTRUCTED OF DOUBLE-LAYERED PAINTED

SNOW FENCE, COLORED PLASTIC, PAINTED SHEETS OF

PLYWOOD, OR SIMILAR MATERIALS APPROVED BY THE

ENGINEER.

2. TEMPORARY RUNWAY AND TAXIWAY CLOSURE MARKINGS

MUST BE PROPERLY CONFIGURED AND SECURED TO

PREVENT MOVEMENT BY PROP WASH, JET BLAST, OR

OTHER WIND CURRENTS UP TO 110 MPH.

3. CONTRACTOR MAY ALSO USE PREFABRICATED

APPROPRIATE SIZED TEMPORARY RUNWAY OR TAXIWAY

CLOSURE MARKINGS AS PRODUCED BY NEUBERT AERO

CORPORATION, OR APPROVED EQUAL.

YELLOW PANELS

TAXIWAY CENTERLINE

YELLOW PANELS

G

S L

S

B G

99+00100+00 110+00 120+00 130+00 140+00 150+00

160+00 170+00 180+00 190+00 200+00 209+52

D r a

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

D e s c r i p t i o n D a t e

A c t i o n

R e v

DRAWING

NUMBER:

A

B

C

D

F i l e n a m e

P l o t d a t e

P l o t s c a l e

S y m b o l

L A

G E

P r o j e c t s I N

F R

A v i a t i o n P r o j e c t s L a u g h l

E

O v e r r u n s

C

A D

D

R A

W I N

G S

G

S

U R

V E

Y

C

O N

T R

A

N d o t t e d

W e d n e s d a y

M a r

P

M b y

S o t o

S a n t o s

T r a c k i n g

N o

R

EP

E

R R

U N

S

N

T E

R

R

U N

W A

Y

L A

U G

H L

R

S

E

T

E X

A S

V

G

I N

E E

R

S

Q U

A D

R O

N

L A

U G

H L

R

S

E

T

E X

A S

U R

S

P

R O

J E

M

B E

R

P r o j e c t

I D

M X

C o n t r a c t

N o

-R -0

U R

S

G

R O

U P

I N

C

A

M B

E R

G L E

N

B

L V

D

A U

S T

I N

T

E X

T E

X A

S

P

E

F

I R

M

B

T

S U

R V

N

T R

O L

P

L A

N

N T

S

M A

R

G-1.07

SHEET 8 OF 54

M A

T C

H

L

I N

E

S

M A

T C

H

L

I N

E

S

TWY G1

T

W

Y

B

T

RWY 13C-31C

T W

Y

C

T

W

Y

C

RWY 13C-31C

T

W

Y

D

RWY 13C-31C

RWY 13C-31C

T W

Y

F

T

W

Y

F

T W

Y

B

T W

Y

A

RWY 13R-31L RWY 13R-31L

TWY G

T

TWY G

RWY 13R-31L

T

TWY G

TWY G

G

OVERRUN

CONSTRUCTION

AREA

PT. NO.110

LAFB CP-13C

PT. NO.118

LAFB CP-31C

OVERRUN

CONSTRUCTION

AREA

SURVEY CONTROL POINTS

POINT NO. NORTHING EASTING ELEVATION DESCRIPTION

11 13679479.08 1402441.16 1071.43' CTRL: LAFB CP-11

14 13681450.11 1401688.63 1079.18' CTRL: LAFB CP-14

NOTES:

1. CONTRACTOR SHALL VERIFY PROJECT CONTROL PRIOR TO CONSTRUCTION.

2. HORIZONTAL CONTROL = NAD 83 TEXAS STATE PLANE SOUTH CENTRAL ZONE.

3. VERTICAL CONTROL = NORTH AMERICAN VERTICAL DATUM (NAVD) 88.

LEGEND:

EXISTING FEATURES

CONSTRUCTION AREA

SURVEY CONTROL POINT

BASELINE CONTROL POINT

RWY 13L-31RRWY 13L-31R

RWY 13L-31R RWY 13L-31R

BASELINE CONTROL POINTS

POINT NO. NORTHING EASTING DESCRIPTION

1 13686289.05 1398316.01 STA 99+00

2 13678298.41 1405950.60 STA 209+52

RUNWAY 13C OVERRUN STA 99+00 TO STA 155+00

RUNWAY 31C OVERRUN STA 155+00 TO STA 209+52

PT. NO.120

LAFB CP-31R

PT. NO.119

LAFB CP-31L

PT. NO.14

LAFB CP-14

PT. NO.127

LAFB CP-DLFD

PT. NO.11

LAFB CP-11

PT. NO.109

LAFB CP-13

PT. NO.112

LAFB CP-13R

PT. NO.111

LAFB CP-13L

109 13683448.990 1399777.88 1068.03' CTRL: LAFB CP-13

110 13685493.72 1399075.90 1082.04' CTRL: LAFB CP-13C

111 13685756.65 1400207.99 1078.69' CTRL: LAFB CP-13L

112 13684900.56 1398951.33 1076.99' CTRL: LAFB CP-13R

118 13679093.75 1405190.71 1067.63' CTRL: LAFB CP-31C

119 13680388.58 1403262.62 1077.96' CTRL: LAFB CP-31L

120 13679744.10 1405951.81 1064.09' CTRL: LAFB CP-31R

127 13680796.03 1401665.61 1076.38' CTRL: LAFB CP-DLFD

106 13683049.31 1396543.24 1092.14' CTRL: BASE STATION

126 13683065.42 1405394.54 1072.14' CTRL: LAFB CP-DLFC

125 13686028.15 1401206.48 1088.66' CTRL: LAFB CP-DLFB

NOTE: NOT IN WORK AREA*

S L

S

B G

99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00

198+00 199+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 209+52

D r a

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

D e s c r i p t i o n D a t e

A c t i o n

R e v

DRAWING

NUMBER:

A

B

C

D

F i l e n a m e

P l o t d a t e

P l o t s c a l e

S y m b o l

L A

G E

P r o j e c t s I N

F R

A v i a t i o n P r o j e c t s L a u g h l

E

O v e r r u n s

C

A D

D

R A

W I N

G S

G

S

O

R

I N

G

L

O C

A T

I O

N

P

L A

N d o t t e d

W e d n e s d a y

M a r

P

M b y

S o t o

S a n t o s

T r a c k i n g

N o

R

EP

E

R R

U N

S

N

T E

R

R

U N

W A

Y

L A

U G

H L

R

S

E

T

E X

A S

V

G

I N

E E

R

S

Q U

A D

R O

N

L A

U G

H L

R

S

E

T

E X

A S

U R

S

P

R O

J E

M

B E

R

P r o j e c t

I D

M X

C o n t r a c t

N o

-R -0

U R

S

G

R O

U P

I N

C

A

M B

E R

G L E

N

B

L V

D

A U

S T

I N

T

E X

T E

X A

S

P

E

F

I R

M

B

T

S O

I L

B

O R

I N

G

L O

C A

T I O

N

P

L A

N

N T

S

M A

R

G-1.08

SHEET 9 OF 54

G

RUNWAY 13C OVERRUN STA 99+00 TO STA 111+20

RUNWAY 31C OVERRUN STA 197+25 TO STA 209.52

NOTES:

1. ALL DISTANCES ARE EXPRESSED IN FEET, UNLESS

OTHERWISE NOTED.

2. CONTRACTOR SHALL VERIFY ALL FIELD

CONDITIONS AND MEASUREMENTS AND

ADVISE OWNER OF ANY DIFFERENCES.

3. REFER TO DRAWING G-1.07 FOR SURVEY

CONTROL PLAN.

4. REFER TO DRAWING G-1.09 AND G-1.10 FOR

BORING LOGS.

LEGEND:

EXISTING FEATURES

SOIL BORING

RUNWAY 13C OVERRUN

RWY 13C

RWY 31C OVERRUN

RWY 31C

T

W

Y

G

M A

T C

H

L

I N

E

S

M A

T C

H

L

I N

E

S

B-5

B-4

B-3

B-2

B-1

B-6

B-7

B-8

B-9

B-10

B-12

B-11

S L

S

B G a

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

D e s c r i p t i o n D a t e

A c t i o n

R e v

DRAWING

NUMBER:

A

B

C

D

F i l e n a m e

P l o t d a t e

P l o t s c a l e

S y m b o l

L A

G E

P r o j e c t s I N

F R

A v i a t i o n P r o j e c t s L a u g h l

E

O v e r r u n s

C

A D

D

R A

W I N

G S

G

S

O

R

I N d o t t e d

W e d n e s d a y

M a r

P

M b y

S o t o

S a n t o s

T r a c k i n g

N o

R

EP

E

R R

U N

S

N

T E

R

R

U N

W A

Y

L A

U G

H L

R

S

E

T

E X

A S

V

G

I N

E E

R

S

Q U

A D

R O

N

L A

U G

H L

R

S

E

T

E X

A S

U R

S

P

R O

J E

M

B E

R

P r o j e c t

I D

M X

C o n t r a c t

N o

-R -0

U R

S

G

R O

U P

I N

C

A

M B

E R

G L E

N

B

L V

D

A U

S T

I N

T

E X

T E

X A

S

P

E

F

I R

M

B

T

S O

I L

B

O R

I N

G

L O

T

H R

U

B

N T

S

M A

R

G-1.09

SHEET 10 OF 54

G

S L

S

B G a

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

D e s c r i p t i o n D a t e

A c t i o n

R e v

DRAWING

NUMBER:

A

B

C

D

F i l e n a m e

P l o t d a t e

P l o t s c a l e

S y m b o l

L A

G E

P r o j e c t s I N

F R

A v i a t i o n P r o j e c t s L a u g h l

E

O v e r r u n s

C

A D

D

R A

W I N

G S

G

S

O

R

I N d o t t e d

W e d n e s d a y

M a r

P

M b y

S o t o

S a n t o s

T r a c k i n g

N o

R

EP

E

R R

U N

S

N

T E

R

R

U N

W A

Y

L A

U G

H L

R

S

E

T

E X

A S

V

G

I N

E E

R

S

Q U

A D

R O

N

L A

U G

H L

R

S

E

T

E X

A S

U R

S

P

R O

J E

M

B E

R

P r o j e c t

I D

M X

C o n t r a c t

N o

-R -0

U R

S

G

R O

U P

I N

C

A

M B

E R

G L E

N

B

L V

D

A U

S T

I N

T

E X

T E

X A

S

P

E

F

I R

M

B

T

S O

I L

B

O R

I N

G

L O

T

H R

U

B

N T

S

M A

R

G-1.10

SHEET 11 OF 54

G

S L

S

B G

SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW

W

S W

S W

S W

SW SW SW SW SW SW SW SW SW SW SW SW SW

SW SW

38'

100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00

1078.0

.0

1082.0

1081.5

1081.5

1079.5

1080.0

.0

D r a

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

D e s c r i p t i o n D a t e

A c t i o n

R e v

DRAWING

NUMBER:

A

B

C

D

F i l e n a m e

P l o t d a t e

P l o t s c a l e

S y m b o l

L A

G E

P r o j e c t s I N

F R

A v i a t i o n P r o j e c t s L a u g h l

E

O v e r r u n s

C

A D

D

R A

W I N

G S

C

E

R O

S I O

N

C

O N

T R

A

N d o t t e d

W e d n e s d a y

M a r

P

M b y

S o t o

S a n t o s

T r a c k i n g

N o

R

EP

E

R R

U N

S

N

T E

R

R

U N

W A

Y

L A

U G

H L

R

S

E

T

E X

A S

V

G

I N

E E

R

S

Q U

A D

R O

N

L A

U G

H L

R

S

E

T

E X

A S

U R

S

P

R O

J E

M

B E

R

P r o j e c t

I D

M X

C o n t r a c t

N o

-R -0

U R

S

G

R O

U P

I N

C

A

M B

E R

G L E

N

B

L V

D

A U

S T

I N

T

E X

T E

X A

S

P

E

F

I R

M

B

T

E R

O S

I O

N

C

O N

T R

O L

P

L A

N

C

N T

S

M A

R

C-1.01

SHEET 12 OF 54

RUNWAY 13C OVERRUN STA 99+00 TO STA 111+20

RUNWAY 13C OVERRUN

RWY 13C

LEGEND:

EXISTING FEATURES

EXISTING CONTOURS

PROPOSED FEATURES

GRADING LIMITS

STRAW WATTLE

SILT FENCE

FLOW DIRECTION ARROWS

SEEDING AND MULCHING

SILT FENCE INLET

PROTECTION

SF

SW

C

STRAW WATTLE

C-1.03

SF

SF

M A

T C

H

L

I N

E

S

NOTES:

1. REFER TO EROSION CONTROL DETAILS ON

DRAWING C-1.03.

2. TOTAL DISTURBED AREA = 6.4 ACRES

3. MULCH AND SEED DISTURBED AREAS PER

SECTION 32 92 19.

4. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING

TEMPORARY EROSION AND SEDIMENT CONTROL

MEASURES. REFER TO SPECIFIC MAINTENANCE

NOTES FOR EACH MEASURE AS IDENTIFIED IN

DETAILS.

5. CONTRACTOR SHALL REMOVE TEMPORARY

DRAINAGE AND EROSION CONTROLS AFTER

VEGETATION IS REESTABLISHED OR AS DIRECTED

BY THE ENGINEER.

6. PROVIDE TEMPORARY DIVERSION DITCHES AS

REQUIRED TO ENSURE THAT WATER FLOWS TO

THE STORM DRAIN SYSTEM.

7. STRIP 4-INCHES OF TOPSOIL IN GRADED AREAS

AND STAGING AREAS AND STOCKPILE ONSITE

PER SECTION 31 00 00.

8. PLACE 4-INCHES OF TOPSOIL ON ALL AREAS TO

BE SEEDED PER SECTION 31 00 00.

9. STABILIZED CONSTRUCTION ENTRANCES SEE

DRAWINGS G-1.03 AND G-1.04.

10. CONTRACTOR SHALL PREPARE A SWPPP IN

CONFORMANCE WITH TCEQ GENERAL PERMIT

TXR 150000.

11. TEMPORARY EROSION CONTROLS ARE

INCIDENTAL TO SECTION 01-9 ENVIRONMENTAL

PROTECTION

12. BASE BID WORK INCLUDES REPAIR BY REPLACING

DOUBLE BITUMINOUS SURFACE TREATMENT

(DBST) ON PAVEMENT SECTION O06C STA. 100

+00.00 TO STA. 108+00.00 AND ASPHALT MILL AND

OVERLAY (M&O) ON PAVEMENT SECTION O07C

STA. 108+00.00 TO STA. 110+00.00.

13. ALTERNATE 2 INCLULDES RECONSTRUCTION OF

PAVEMENT SECTIONS O06C AND O07C FROM STA.

100+00.00 TO STA. 110+00.00.

S L

S

B G

.0

.0

.0

1066.0

.0

1063.0

1065.0

.0

.0

1064.0

.0

.5

SW SW SW SW

S W

S W

S W

SW SW SW

SW SW

S

W

S

W

SW

SW

SW

SW

SW SW SW

198+00 199+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00

60'

D r a

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

D e s c r i p t i o n D a t e

A c t i o n

R e v

DRAWING

NUMBER:

A

B

C

D

F i l e n a m e

P l o t d a t e

P l o t s c a l e

S y m b o l

L A

G E

P r o j e c t s I N

F R

A v i a t i o n P r o j e c t s L a u g h l

E

O v e r r u n s

C

A D

D

R A

W I N

G S

C

E

R O

S I O

N

C

O N

T R

A

N d o t t e d

W e d n e s d a y

M a r

P

M b y

S o t o

S a n t o s

T r a c k i n g

N o

R

EP

E

R R

U N

S

N

T E

R

R

U N

W A

Y

L A

U G

H L

R

S

E

T

E X

A S

V

G

I N

E E

R

S

Q U

A D

R O

N

L A

U G

H L

R

S

E

T

E X

A S

U R

S

P

R O

J E

M

B E

R

P r o j e c t

I D

M X

C o n t r a c t

N o

-R -0

U R

S

G

R O

U P

I N

C

A

M B

E R

G L E

N

B

L V

D

A U

S T

I N

T

E X

T E

X A

S

P

E

F

I R

M

B

T

E R

O S

I O

N

C

O N

T R

O L

P

L A

N

C

N T

S

M A

R

C-1.02

SHEET 13 OF 54

RWY 31C OVERRUN

T

RUNWAY 31C OVERRUN STA 197+25 TO STA 209+52

RWY 31C

C

SILT FENCE INLET

PROTECTION 10'X10'

C-1.03

LEGEND:

EXISTING FEATURES

EXISTING CONTOURS

PROPOSED FEATURES

GRADING LIMITS

STRAW WATTLE

SILT FENCE

FLOW DIRECTION ARROWS

SEEDING AND MULCHING

SILT FENCE INLET

PROTECTION

ALTERNATE 1

SF

SW

SF

SF

STRAW WATTLE

C-1.03

STRAW WATTLE

C-1.03

M A

T C

H

L

I N

E

S

S

F

S

F

NOTES:

1. REFER TO EROSION CONTROL DETAILS ON

DRAWING C-1.03.

2. TOTAL DISTURBED AREA = 5.6 ACRES

3. MULCH AND SEED DISTURBED AREAS PER SECTION

32 92 19.

4. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING

TEMPORARY EROSION AND SEDIMENT CONTROL

MEASURES. REFER TO SPECIFIC MAINTENANCE

NOTES FOR EACH MEASURE AS IDENTIFIED IN

DETAILS.

5. CONTRACTOR SHALL REMOVE TEMPORARY

DRAINAGE AND EROSION CONTROLS AFTER

VEGETATION IS REESTABLISHED OR AS DIRECTED

BY THE ENGINEER.

6. PROVIDE TEMPORARY DIVERSION DITCHES AS

REQUIRED TO ENSURE THAT WATER FLOWS TO

THE STORM DRAIN SYSTEM.

7. STRIP 4-INCHES OF TOPSOIL IN GRADED AREAS

AND STOCKPILE ONSITE PER SECTION 31 00 00.

8. PLACE 4-INCHES OF TOPSOIL ON ALL AREAS TO BE

SEEDED PER SECTION 31 00 00.

9. STABILIZED CONSTRUCTION ENTRANCES SEE

DRAWINGS G-1.03 AND G-1.04.

10. CONTRACTOR SHALL PREPARE A SWPPP IN

CONFORMANCE WITH TCEQ GENERAL PERMIT

TXR150000.

11. TEMPORARY EROSION CONTROLS ARE INCIDENTAL

TO SECTION 01-9 ENVIRONMENTAL PROTECTION.

12. BASE BID WORK INCLUDES ASPHALT MILL AND

OVERLAY (M&O) ON PAVEMENT SECTIONS T16A,

O08C, O10C, O09C FROM STA 198+56.20 TO STA 204

+27.66 AND FROM STA 205+44.23 TO STA 208+54.16.

13. ALTERNATE 1 WORK INCLUDES RECONSTRUCTION

OF PAVEMENT SECTION O10C FROM STA 203+50 TO

STA 204+27.66 AND FROM STA 205+44.23 TO STA 206

+47.00.

BASE BID (SEE NOTE 12) /

ALTERNATE 1 (SEE NOTE 13)

BASE BID (SEE NOTE 12) BASE BID (SEE NOTE 12)

S L

S

B G a

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

D e s c r i p t i o n D a t e

A c t i o n

R e v

DRAWING

NUMBER:

A

B

C

D

F i l e n a m e

P l o t d a t e

P l o t s c a l e

S y m b o l

L A

G E

P r o j e c t s I N

F R

A v i a t i o n P r o j e c t s L a u g h l

E

O v e r r u n s

C

A D

D

R A

W I N

G S

C

E

R O

S I O

N

C

O N

T R

T

A I L

S d o t t e d

W e d n e s d a y

M a r

P

M b y

S o t o

S a n t o s

T r a c k i n g

N o

R

EP

E

R R

U N

S

N

T E

R

R

U N

W A

Y

L A

U G

H L

R

S

E

T

E X

A S

V

G

I N

E E

R

S

Q U

A D

R O

N

L A

U G

H L

R

S

E

T

E X

A S

U R

S

P

R O

J E

M

B E

R

P r o j e c t

I D

M X

C o n t r a c t

N o

-R -0

U R

S

G

R O

U P

I N

C

A

M B

E R

G L E

N

B

L V

D

A U

S T

I N

T

E X

T E

X A

S

P

E

F

I R

M

B

T

E R

O S

I O

N

C

O N

T R

O L

D

E T

A I L S

N T

S

M A

R

C-1.03

SHEET 14 OF 54

C

10' - 0" MAX. SPACING WITH BACKUP SUPPORT

FLOW

4"

M

I N

6' - 0" MAX. SPACING WITHOUT BACKUP SUPPORT

B

SECTION

B

P

A

N

P

A

N

9" DIAMETER

STRAW WATTLE

O

R

L E

S S

M

I N

T

R E

N C

H

T

Y P

4'4' 4'

1-1/8" X 1-1/8" X 30"

WOOD STAKES

NOTES:

1. OVERLAP ENDS OF STRAW WATTLE BY 2'.

2. STRAW WATTLE AEC

EXISTING INLET

SILT FENCE

SEE DETAIL 2,

ON THIS SHEET

INSTALL WIRE

FENCE SUPPORT

FOR THE GEOTEXTILE

2'X4' - W1 X W1

GEOTEXTILE FOR

TEMPORARY SILT

FENCE

M

I N

POST

GEOTEXTILE

BACKUP SUPPORT

COMPACTED

NATIVE SOIL

BURY GEOTEXTILE

IN TRENCH

1 STRAW WATTLE DETAIL

NOT TO SCALE

C-1.03

2 SILT FENCE DETAIL

NOT TO SCALE

4 SILT FENCE PEN DETAIL

NOT TO SCALE

N

N

8" MIN.

DEPTH

STABILIZED CONSTRUCTION

ENTRANCE DETAIL

NOT TO SCALE

R=25' MIN

4"-8" QUARRY SPALLS

(SEE NOTE 1)

GRADE TO PREVENT

RUNOFF FROM LEAVING

SITE

SUBGRADE

REINFORCEMENT

GEOTEXTILE

E

X

I

S

T

I

V

E

M

E

N

T

P

R

O

V

E

D

A

C

C

E

I

N

T

NOTE:

1. QUARRY ROCK MUST BE PLACED TO A DEPTH

OF 8 INCHES, AND MUST MEET THE FOLLOWING

SPECIFICATIONS:

4”-8”/40%-70% PASSING

2”-4” ROCK/30%-40% PASSING, AND

-2” ROCK/10%-20% PASSING.

C-1.03

C-1.03

C-1.03

S L

S

B G

100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00

D r a

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

D e s c r i p t i o n D a t e

A c t i o n

R e v

DRAWING

NUMBER:

A

B

C

D

F i l e n a m e

P l o t d a t e

P l o t s c a l e

S y m b o l

L A

G E

P r o j e c t s I N

F R

A v i a t i o n P r o j e c t s L a u g h l

E

O v e r r u n s

C

A D

D

R A

W I N

G S

C

D

E M

O L

I T

I O

N

P

L A

N d o t t e d

W e d n e s d a y

M a r

P

M b y

S o t o

S a n t o s

T r a c k i n g

N o

R

EP

E

R R

U N

S

N

T E

R

R

U N

W A

Y

L A

U G

H L

R

S

E

T

E X

A S

V

G

I N

E E

R

S

Q U

A D

R O

N

L A

U G

H L

R

S

E

T

E X

A S

U R

S

P

R O

J E

M

B E

R

P r o j e c t

I D

M X

C o n t r a c t

N o

-R -0

U R

S

G

R O

U P

I N

C

A

M B

E R

G L E

N

B

L V

D

A U

S T

I N

T

E X

T E

X A

S

P

E

F

I R

M

B

T

D E

M O

L I T

I O

N

P

L A

N

C

N T

S

M A

R

C-2.01

SHEET 15 OF 54

RUNWAY 13C OVERRUN STA 99+00 TO STA 111+20

C-10.02

EX ALSF LIGHT BAR IN

PAVEMENT TO BE REMOVED

SEE DRAWING E-1.01

TYP OF 9 STATIONS

LEGEND:

EX LOCALIZER

PROTECT

EX BASE CANS

AND PCC SLAB

TO BE REMOVED

(TYP OF 10 STATION)

EX BAK 15 ARRESTING

SYSTEM PROTECT

EXISTING BAK-15 ARRESTING SYSTEM

PROTECT IN PLACE

EX APPROACH

LIGHT STATION

TO BE REMOVED

SEE DRAWING E1.01

RWY 13C

SAWCUT PCC/AC

EX ELECTRICAL

MANHOLE PROTECT

EX TRANSFORMER

ELECTRICAL PANEL

PROTECT

EX THRESHOLD

LIGHT BAR

PROTECT

EX THRESHOLD

LIGHT BAR

PROTECT

RUNWAY 13C OVERRUN

NOTES:

1. CONTRACTOR SHALL VERIFY ALL FIELD

CONDITIONS AND MEASUREMENTS AND

ADVISE OWNER OF ANY DIFFERENCES.

2. REFER TO DRAWING C-3.01 FOR MARKING

PLAN THRESHOLD 13C RELOCATION.

3. REFER TO DRAWING C-10.02 FOR PAVEMENT

DEMOLITION 13C.

4. REFER TO DRAWING E-1.01 FOR ELECTRICAL

DEMOLITION.

5. CONCRETE SLABS SHALL BE REMOVED TO

A MINIMUM DEPTH OF 3.0' BELOW

GRADE, EXCAVATED AREAS SHALL BE

BACKFILLED AND COMPACTED IN

ACCORDANCE WITH SPECIFICATION

SECTION 31 00 00 EARTHWORK.

6. DEMOLITION SHALL BE PERFORMED IN

ACCORDANCE WITH SPECIFICATION

SECTION 02 41 00.

7. LABEL, DISCONNECT AND REMOVE ARRESTING

SYSTEM 3-PHASE POWER CABLE AND

COMMUNICATION WIRE HARNESS FROM

TERMINAL. REINSTALL CABLES IN NEW

DUCTBANK PER DRAWING C-6.01.

C

C-10.02

SAWCUT PCC

EX ALSF LIGHT BAR IN

PAVEMENT TO BE REMOVED

SEE DWG E-1.01

NET ANCHORS, DUCT

BANKS AND CABLING

TO BE REMOVED.

SEE NOTE 7.

M A

T C

H

L

I N

E

S

EX ANCHOR CHAIN MOVE

AS NEEDED FOR GRADING

(INCIDENTAL)

EX ANCHOR CHAIN MOVE

AS NEEDED FOR GRADING

(INCIDENTAL)

EX ALSF LIGHT BAR

TO BE REMOVED

SEE DRAWING E-1.01

EX BASE CANS

TO BE REMOVED

(TYP OF 10)

REMOVE DBST

(ALTERNATE 2: DEMO

ASPHALT OVERRUN

SECTION)

MILL/REMOVE ASPHALT

(ALTERNATE 2: DEMO

ASPHALT OVERRUN

SECTION)

DEMO MISCELLANEOUS

CONCRETE

FULL DEPTH SAWCUT

EXISTING FEATURES

COORDINATE POINT

C-10.02

C-10.02

POINT NO. DESCRIPTION STATION OFFSET

1 CORNER POINT 100+07.86

108+48.07 75.72'

108+51.27

109+95.45

109+95.45

108+51.27

108+48.07

100+09.11

2 CORNER POINT

3 CORNER POINT

4 CORNER POINT

5 CORNER POINT

6 CORNER POINT

7 CORNER POINT

8 CORNER POINT

COORDINATE POINTS TABLE

75.36'

84.75'

77.01'

75.77'

85.47

75.02'

73.04'

EX CONCRETE PAD

TO BE REMOVED

EX SURVEY MONUMENTS

TO BE REMOVED (TYP 21)

EX ILS GROUND CHECK MARKER

REMOVE AND REPLACE

EX CONCRETE PAD

TO BE REMOVED

(TYP BOTH SIDES)

EX ABANDONED NET

ANCHORS AND DUCT BANK

TO BE REMOVED

C-10.07

S L

S

B G

198+00 199+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00

12 13

D r a

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

D e s c r i p t i o n D a t e

A c t i o n

R e v

DRAWING

NUMBER:

A

B

C

D

F i l e n a m e

P l o t d a t e

P l o t s c a l e

S y m b o l

L A

G E

P r o j e c t s I N

F R

A v i a t i o n P r o j e c t s L a u g h l

E

O v e r r u n s

C

A D

D

R A

W I N

G S

C

D

E M

O L

I T

I O

N

P

L A

N d o t t e d

W e d n e s d a y

M a r

P

M b y

S o t o

S a n t o s

T r a c k i n g

N o

R

EP

E

R R

U N

S

N

T E

R

R

U N

W A

Y

L A

U G

H L

R

S

E

T

E X

A S

V

G

I N

E E

R

S

Q U

A D

R O

N

L A

U G

H L

R

S

E

T

E X

A S

U R

S

P

R O

J E

M

B E

R

P r o j e c t

I D

M X

C o n t r a c t

N o

-R -0

U R

S

G

R O

U P

I N

C

A

M B

E R

G L E

N

B

L V

D

A U

S T

I N

T

E X

T E

X A

S

P

E

F

I R

M

B

T

D E

M O

L I T

I O

N

P

L A

N

C

N T

S

M A

R

C-2.02

SHEET 16 OF 54

RWY 31C OVERRUN

T

RUNWAY 31C OVERRUN STA 197+25 TO STA 209+52

RWY 31C

EX BAK-15 ARRESTING

SYSTEM PROTECT

EX BAK-15 ARRESTING

SYSTEM PROTECT

SAWCUT

EX THRESHOLD

LIGHT BAR

PROTECT

EX THRESHOLD

LIGHT BAR

PROTECT

EX RUNWAY

EDGE LIGHT

PROTECT

(TYP OF 14)

EX ELECTRICAL

MANHOLE PROTECT

EX TAXIWAY EDGE

LIGHTS PROTECT

C-10.03

LEGEND:

C-10.03

DEMO MISCELLANEOUS

CONCRETE

FULL DEPTH SAWCUT

C

C-10.03

SAWCUT

O

U L D

E R

O

U L D

E R

EX TAXIWAY G

12" PCC PROTECT

IN-PAVEMENT

LIGHTING STATION

(TO BE REMOVED)

EX TRANSFORMER

AND ELECTRICAL

PANEL PROTECT

C-10.03

NET ANCHORS AND DUCT BANK

TO BE REMOVED SEE NOTE 7

EX SURVEY

MONUMENTS

TO BE REMOVED

(TYP OF 21)

ABANDONED

NET ANCHORS

AND DUCT BANK

(TO BE REMOVED)

EX TAXIWAY EDGE

LIGHT PROTECT (TYP)

EX CONCRETE PAD

AND ANCHOR CHAIN

PROTECT (TYP OF 2)

EX CONCRETE

REMOVE

(TYP BOTH SIDES)

M A

T C

H

L

I N

E

S

EXISTING FEATURES

EX ANCHOR CHAIN MOVE

AS NEEDED FOR GRADING

(INCIDENTAL)

EX ANCHOR CHAIN MOVE

AS NEEDED FOR GRADING

MILL/REMOVE ASPHALT

(ALTERNATE 1: DEMO

ASPHALT OVERRUN

SECTION)

MILL ASPHALT

OVERRUN SECTION

MILL ASPHALT

OVERRUN SECTION

MILL/REMOVE ASPHALT

OVERRUN SECTION

C-10.03

COORDINATE POINT

C-10.03 C-10.03

C-10.03

C-10.03

POINT NO. DESCRIPTION STATION OFFSET

9 CORNER POINT 198+56.20

10 CORNER POINT

11 CORNER POINT

12 CORNER POINT

13 CORNER POINT

14 CORNER POINT

15 CORNER POINT

16 CORNER POINT

COORDINATE POINTS TABLE

74.85'

17 CORNER POINT

18 CORNER POINT

19 CORNER POINT

20 CORNER POINT

EX LIGHT CANS

(TO BE REMOVED)

EX LIGHT CANS

(TO BE REMOVED)

EX LIGHT CANS

TO BE REMOVED

(TYP BOTH SIDES)

SEE DWG E-1.02

SAWCUT

NOTES:

1. CONTRACTOR SHALL VERIFY ALL FIELD

CONDITIONS AND MEASUREMENTS AND

ADVISE OWNER OF ANY DIFFERENCES.

2. REFER TO DRAWING C-3.02 FOR MARKING

PLAN THRESHOLD 31C RELOCATION.

3. REFER TO DRAWING C-10.03 FOR PAVEMENT

DEMOLITION SECTIONS 31C.

4. REFER TO DRAWING E-1.02 FOR ELECTRICAL

DEMOLITION.

5. CONCRETE SLABS SHALL BE REMOVED TO

A MINIMUM DEPTH OF 3.0' BELOW

GRADE, EXCAVATED AREAS SHALL BE

BACKFILLED AND COMPACTED IN

ACCORDANCE WITH SPECIFICATION

SECTION 31 00 00 EARTHWORK.

6. DEMOLITION SHALL BE PERFORMED IN

ACCORDANCE WITH SPECIFICATION

SECTION 02 41 00.

7. LABEL, DISCONNECT AND REMOVE ARRESTING

SYSTEM 3-PHASE POWER CABLE AND

COMMUNICATION SYSTEM WIRE HARNESS

FROM TERMINAL. REINSTALL CABLES IN NEW

DUCTBANK PER DRAWING C-6.01.

EXISTING ILS

GROUND CHECK

MARKER REMOVED

AND REPLACED

C-10.07

SAWCUT

SAWCUT

203+50.00 74.72'

204+27.66 74.41'

204+27.66 84.61'

205+44.23 84.89'

74.31'205+44.23

74.31'205+98.05

74.11'206+47.00

77.65'206+47.00

74.38'208+54.16

78.65'208+54.16

85.32'205+99.46

203+50.00 76.58'

203+50.00 84.18'

CORNER POINT

CORNER POINT

CORNER POINT 198+56.20 76.07'

SAWCUT

BASE BID - MILL/REMOVE ASPHALT

(ALTERNATE 1 - DEMO ASPHALT SECTION)

S L

S

B G

99+00 100+00 110+00 120+00 130+00 140+00 150+00

1200.00' 1000.00'

99+00 100+00 110+00 120+00 130+00 140+00 150+00

D r a

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

D e s c r i p t i o n D a t e

A c t i o n

R e v

DRAWING

NUMBER:

A

B

C

D

F i l e n a m e

P l o t d a t e

P l o t s c a l e

S y m b o l

L A

G E

P r o j e c t s I N

F R

A v i a t i o n P r o j e c t s L a u g h l

E

O v e r r u n s

C

A D

D

R A

W I N

G S

C

M

A R

K I N

G

P

L A

N

T

H R

E S

H O

R

E L

O C

A T

I O

N d o t t e d

W e d n e s d a y

M a r

P

M b y

S o t o

S a n t o s

T r a c k i n g

N o

R

EP

E

R R

U N

S

N

T E

R

R

U N

W A

Y

L A

U G

H L

R

S

E

T

E X

A S

V

G

I N

E E

R

S

Q U

A D

R O

N

L A

U G

H L

R

S

E

T

E X

A S

U R

S

P

R O

J E

M

B E

R

P r o j e c t

I D

M X

C o n t r a c t

N o

-R -0

U R

S

G

R O

U P

I N

C

A

M B

E R

G L E

N

B

L V

D

A U

S T

I N

T

E X

T E

X A

S

P

E

F

I R

M

B

T

M A

R K

I N

G

P

L A

N

R

E S

H O

L D

R E

L O

C A

T I O

N

N T

S

M A

R

C-3.01

SHEET 17 OF 54

LEGEND:

TEMP MARKINGS

DEMO EXISTING MARKINGS

EXISTING FEATURES

NOTES

1. TEMPORARY DEMOLITION OF EXISTING MARKINGS ON HMA

TO BE PERFORMED BY WATER BLASTING OR AS APPROVED

BY THE ENGINEER.

2. TEMPORARY DEMOLITION OF EXISTING MARKINGS ON PCC

TO BE PERFORMED BY WATER BLASTING OR AS APPROVED

BY THE ENGINEER.

3. ALL TEMPORARY MARKINGS SHOWN SHALL BE

COMPLETELY REMOVED AT THE END OF EACH PHASE AND

PERMANENT MARKING ESTABLISHED IN ACCORDANCE

WITH DRAWING C-3.03.

4. SEE DRAWING C-10.04 FOR TEMPORARY MARKING DETAILS.

5. SEE DRAWING C-10.05 FOR PERMANENT MARKING DETAILS.

6. SEE DRAWING E-3.05 FOR TEMPORARY ELECTRICAL.3

7. TEMPORARY MARKINGS SHALL BE APPLIED AT HALF OF

THE PERMANENT APPLICATION RATE.

PHASE 1 TEMPORARY MARKING, STA 99+00 TO STA 155+00

PHASE 1 EXISTING MARKING DEMOLITION, STA 99+00 TO STA 155+00

RWY 13C-31C

RWY 13C-31C

CONSTRUCTION

AREA

C

M A

T C

H

L

I N

E

S

M

A T

N

E

S

CONSTRUCTION AREA

T

W

Y

B

T W

Y

C

TEMP RELOCATED

THRESHOLD WHITE

WITH BEADS

STA 121+95.92

TEMP FIXED DISTANCE MARKINGS

WHITE WITH BEADS (TYP BOTH SIDES)

TEMP ARROW ON EXIST

CENTERLINE MARKING

YELLOW, WITH BEADS

(TYP OF 5)

TEMP DISPLACED THRESHOLD

ARROW HEADS YELLOW

WITH BEADS (TYP OF 4)

DEMO TRIPLE

TOUCHDOWN ZONE

MARKINGS

(TYP BOTH SIDES)

DEMO FIXED

DISTANCE

MARKINGS

(TYP BOTH SIDES)

DEMO SINGLE

TOUCHDOWN

ZONE MARKINGS

(TYP BOTH SIDES)

DEMO RUNWAY

CENTERLINE DASH

MARKING 1 BAR

CONSTRUCTION

AREA

T

W

Y

B

T W

Y

C

RWY 13R-31L

RWY 13R-31L

DEMO 3' WIDE

THRESHOLD

DEMO SINGLE

TOUCHDOWN

ZONE MARKINGS

(TYP BOTH SIDES)

DEMO DOUBLE

TOUCHDOWN

ZONE MARKINGS

(TYP BOTH SIDES)

DEMO DOUBLE

TOUCHDOWN

ZONE MARKINGS

(TYP BOTH SIDES)

C10.04

C10.04

C10.04

C10.04

S L

S

B G

1200.00'1000.00'

160+00 170+00 180+00 190+00 200+00 209+52

D r a

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

D e s c r i p t i o n D a t e

A c t i o n

R e v

DRAWING

NUMBER:

A

B

C

D

F i l e n a m e

P l o t d a t e

P l o t s c a l e

S y m b o l

L A

G E

P r o j e c t s I N

F R

A v i a t i o n P r o j e c t s L a u g h l

E

O v e r r u n s

C

A D

D

R A

W I N

G S

C

M

A R

K I N

G

P

L A

N

T

H R

E S

H O

R

E L

O C

A T

I O

N d o t t e d

W e d n e s d a y

M a r

P

M b y

S o t o

S a n t o s

T r a c k i n g

N o

R

EP

E

R R

U N

S

N

T E

R

R

U N

W A

Y

L A

U G

H L

R

S

E

T

E X

A S

V

G

I N

E E

R

S

Q U

A D

R O

N

L A

U G

H L

R

S

E

T

E X

A S

U R

S

P

R O

J E

M

B E

R

P r o j e c t

I D

M X

C o n t r a c t

N o

-R -0

U R

S

G

R O

U P

I N

C

A

M B

E R

G L E

N

B

L V

D

A U

S T

I N

T

E X

T E

X A

S

P

E

F

I R

M

B

T

M A

R K

I N

G

P

L A

N

R

E S

H O

L D

R E

L O

C A

T I O

N

N T

S

M A

R

C-3.02

SHEET 18 OF 54

PHASE 2 TEMPORARY MARKING, STA 155+00 TO STA 209+52

PHASE 2 EXISTING MARKING DEMOLITION, STA 155+00 TO STA 209+52

C

M A

T C

H

L

I N

E

S

M A

T C

H

L

I N

E

S

T W

Y

F

T

T

RWY 13R-31L

T W

Y

F

T

T

RWY 13R-31L

TEMP RELOCATED

THRESHOLD WHITE

WITH BEADS

STA 186+51.58

TEMP FIXED DISTANCE

MARKINGS WHITE

WITH BEADS

(TYP BOTH SIDES)

TEMP ARROW ON

EXISTING CENTERLINE

YELLOW, WITH BEADS

(TYP OF 5)

TEMP DISPLACED

THRESHOLD ARROW

HEADS YELLOW,

WITH BEADS

DEMO DOUBLE

TOUCHDOWN

ZONE MARKINGS

(TYP BOTH SIDES)

DEMO RUNWAY

CENTERLINE DASH

MARKING 1 BAR

DEMO FIXED

DISTANCE

MARKINGS

(TYP BOTH SIDES)

DEMO TRIPLE

TOUCHDOWN

ZONE MARKINGS

(TYP BOTH SIDES)

DEMO DOUBLE

TOUCHDOWN

ZONE MARKINGS

(TYP BOTH SIDES)

DEMO SINGLE

TOUCHDOWN

ZONE MARKINGS

(TYP BOTH SIDES)

DEMO SINGLE

TOUCHDOWN

ZONE MARKINGS

(TYP BOTH SIDES)

CONSTRUCTION

AREA

CONSTRUCTION

AREA

ALTERNATE 1

TEMP TWY G

CENTERLINE

PHASE 2B

ALTERNATE 1

TEMP TWY G

CENTERLINE

PHASE 2A

C10.04

C10.04

C10.04

C10.04

C10.04

C10.04

LEGEND:

TEMP MARKINGS

DEMO EXISTING MARKINGS

EXISTING FEATURES

NOTES

1. TEMPORARY DEMOLITION OF EXISTING MARKINGS ON HMA TO BE

PERFORMED BY WATER BLASTING OR AS APPROVED BY THE

ENGINEER.

2. TEMPORARY DEMOLITION OF EXISTING MARKINGS ON PCC TO BE

PERFORMED BY WATER BLASTING OR AS APPROVED BY THE

ENGINEER.

3. ALL TEMPORARY MARKINGS SHOWN SHALL BE COMPLETELY REMOVED

AT THE END OF EACH PHASE AND PERMANENT MARKING ESTABLISHED

IN ACCORDANCE WITH DRAWING C-3.03.

4. SEE DRAWING C-10.04 FOR TEMPORARY MARKING DETAILS.

5. SEE DRAWING C-10.05 FOR PERMANENT MARKING DETAILS.

6. SEE DRAWING E-3.05 FOR TEMPORARY ELECTRICAL.

7. TEMPORARY MARKINGS SHALL BE APPLIED AT HALF OF THE

PERMANENT APPLICATION RATE.

8. ALTERNATE 1 CONSTRUCTION STA 203+50.00 TO STA 204+27.66 AND

STA 205+44.23 TO STA 206+47.00

CONSTRUCTION AREA

ALTERNATE 1

ALTERNATE 1

(SEE NOTE 8)

ALTERNATE 1

(SEE NOTE 8)

S L

S

B G

E B

REMOVE

CHEVRONS

BASE BID

99+00 100+00 110+00 120+00 130+00 140+00 150+00

D r a

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

D e s c r i p t i o n D a t e

A c t i o n

R e v

DRAWING

NUMBER:

A

B

C

D

F i l e n a m e

P l o t d a t e

P l o t s c a l e

S y m b o l

L A

G E

P r o j e c t s I N

F R

A v i a t i o n P r o j e c t s L a u g h l

E

O v e r r u n s

C

A D

D

R A

W I N

G S

C

M

A R

K I N

G P

L A

N

T

H R

E S

H O

N

A L d o t t e d

W e d n e s d a y

M a r

P

M b y

S o t o

S a n t o s

T r a c k i n g

N o

R

EP

E

R R

U N

S

N

T E

R

R

U N

W A

Y

L A

U G

H L

R

S

E

T

E X

A S

V

G

I N

E E

R

S

Q U

A D

R O

N

L A

U G

H L

R

S

E

T

E X

A S

U R

S

P

R O

J E

M

B E

R

P r o j e c t

I D

M X

C o n t r a c t

N o

-R -0

U R

S

G

R O

U P

I N

C

A

M B

E R

G L E

N

B

L V

D

A U

S T

I N

T

E X

T E

X A

S

P

E

F

I R

M

B

T

M A

R K

I N

G

P

L A

N

T

H R

E S

H O

N

A L

N T

S

M A

R

C-3.03

SHEET 19 OF 54

M A

T C

H

L

I N

E

S

RUNWAY 13C-31C, STA. 155+00 TO 209+52

LEGEND

EXISTING FEATURES

MARKINGS

M A

T C

H

L

I N

E

S

RUNWAY 13C-31C, STA. 99+00 TO 155+00

NOTES

1. PERMANENT MARKINGS SHALL COMPLY WITH AFI 32-1042

STANDARDS FOR MARKING AIRFIELDS AND ETL 04-2 STANDARD

AIRFIELD PAVEMENT MARKING SCHEMES.

2. ALTERNATE 1 CONSTRUCTION STA 203+50.00 TO 204+27.66 AND

STA 205+44.23 TO STA 206+47.00.

RWY 13C-31C

T

RWY 13R-31L

T W

Y

C

T W

Y

B

T W

Y

C

T W

Y

B

RWY 13C-31C

RWY 13R-31L

RWY 13C-31C

RWY 13R-31L

T W

Y

F

T

W

Y

F

T

W

Y

D

T

W

Y

A

C

FIXED DISTANCE

MARKINGS WHITE,

WITH BEADS

(TYP BOTH SIDES)

DOUBLE TOUCHDOWN

ZONE MARKINGS

WHITE, WITH BEADS

(TYP BOTH SIDES)

EX RUNWAY DESIGNATION

MARKINGS UIP-PROTECT

EX THRESHOLD

MARKINGS

UIP-PROTECT

3' WIDE CHEVRON,

YELLOW WITHOUT

BEADS (TYP OF 10)

4' WIDE DISPLACED

THRESHOLD BAR

WHITE, WITH BEADS

DISPLACED THRESHOLD

ARROW HEADS YELLOW,

WITH BEADS (TYP OF 4)

TAXIWAY EDGE STRIPE

YELLOW, WITH BEADS

ALTERNATE 1

C10.05

C10.05

C10.05

C10.05

C10.06

SUPPLEMENTAL

DEMARCATION

BAR, YELLOW,

WITH BEADS

C10.06

SINGLE TOUCHDOWN

ZONE MARKINGS

WHITE, WITH BEADS

(TYP BOTH SIDES)

C10.05

TAXIWAY

CENTERLINE

MARKING YELLOW

WITH BEADS

EX RUNWAY SIDE

STRIPE MARKING

UIP-PROTECT

RUNWAY CENTERLINE

MARKING (5 BARS)

WHITE, WITH BEADS

DOUBLE TOUCHDOWN

ZONE MARKINGS

WHITE, WITH BEADS

(TYP BOTH SIDES)

C10.05

SINGLE TOUCHDOWN

ZONE MARKINGS

WHITE, WITH BEADS

(TYP BOTH SIDES)

C10.05

SINGLE TOUCHDOWN

ZONE MARKINGS

WHITE, WITH BEADS

(TYP BOTH SIDES)

C10.05

SINGLE TOUCHDOWN

ZONE MARKINGS

WHITE, WITH BEADS

(TYP BOTH SIDES)

C10.05

TRIPLE TOUCHDOWN

ZONE MARKINGS

WHITE, WITH BEADS

(TYP BOTH SIDES)

DOUBLE TOUCHDOWN

ZONE MARKINGS

WHITE, WITH BEADS

(TYP BOTH SIDES)

C10.05

DOUBLE TOUCHDOWN

ZONE MARKINGS

WHITE, WITH BEADS

(TYP BOTH SIDES)

C10.05

FIXED DISTANCE

MARKINGS WHITE,

WITH BEADS

(TYP BOTH SIDES)

C10.05

C10.05

TRIPLE TOUCHDOWN

ZONE MARKINGS

WHITE, WITH BEADS

(TYP BOTH SIDES)

EX RUNWAY SIDE

STRIPE MARKING

UIP-PROTECT

EX THRESHOLD

MARKINGS

UIP-PROTECT

C10.06

C10.06

RUNWAY CENTERLINE

MARKING (5 BARS)

WHITE, WITH BEADS

C10.06

CHEVRON, YELLOW

WITHOUT BEADS

(TYP OF 8) BASE BID

TAXIWAY CENTERLINE

MARKING YELLOW,

WITH BEADS

ALTERNATE 1

C10.06

C10.06

ALTERNATE 1

(SEE NOTE 2)

S L

S

B G

1000' OVERRUN

100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00

D r a

D e s…