SOW_Attachment_1_-_100__Design_Drawings_OPT.pdf

9 July 2018

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AG-00 COVER SHEET & DRAWING LIST

G-01 GENERAL NOTES & ABBREVIATIONS

G-02 CONTRACT LAYOUT PLAN

G-11 PHASE 1 - ELECTRICAL DIST (ALL RUNWAYS OPEN)

G-12 PHASE 2 - ELECTRICAL DIST (CENTER RUNWAY CLOSED)

G-13 PHASE 3 - ELECTRICAL DIST (OUTSIDE RUNWAY CLOSED)

G-14 PHASE 4 - PAVING AND EDGE LIGHTING (ALL RUNWAYS OPEN)

G-15 PHASE 5 - PAVING AND EDGE LIGHTING (CENTER RUNWAY CLOSED)

G-16 PHASE 6 - PAVING AND EDGE LIGHTING (OUTSIDE RUNWAY CLOSED)

V-01 SURVEY CONTROL PLAN

B-01 SOIL BORING LOCATION PLAN

B-02 SOIL BORING LOGS

C-01 EXISTING CONDITIONS PLAN

C-02 TEMPORARY STORM WATER POLLUTION PREVENTION PLAN

C-03 DEMOLITION PLAN

C-04 GEOMETRY & PAVING PLAN

C-05 GRADING PLAN & PROFILE

C-06 ACCESS ROAD PLAN & PROFILE

C-07 DRAINAGE PLAN & PROFILE

C-08 SUBDRAIN PLAN & PROFILE - 1/2

C-09 SUBDRAIN PLAN & PROFILE - 2/2

C-10 JOINT LAYOUT PLAN

C-11 SPOT ELEVATION PLAN

C-12 SIGNAGE & PAVEMENT MARKING PLAN

C-13 TYPICAL PAVEMENT SECTIONS

C-14 CROSS SECTIONS - 1/3

C-15 CROSS SECTIONS - 2/3

C-16 CROSS SECTIONS - 3/3

C-17 PAVEMENT MARKING DETAILS

C-18 SUBDRAIN DETAILS - 1/2

C-19 SUBDRAIN DETAILS - 2/2

C-20 JOINT DETAILS - 1/2

C-21 JOINT DETAILS - 2/2

C-22 MISCELLANEOUS DETAILS

E-10 ELECTRICAL GENERAL NOTES & ABBREVIATIONS

E-20 EXISTING CONDITIONS PLAN

E-30 OVERALL ELECTRICAL DEMOLITION PLAN

E-31 ELECTRICAL DEMOLITION PLAN - 1/4

E-32 ELECTRICAL DEMOLITION PLAN - 2/4

E-33 ELECTRICAL DEMOLITION PLAN - 3/4

E-34 ELECTRICAL DEMOLITION PLAN - 4/4

E-40 OVERALL ELECTRICAL LAYOUT PLAN

E-41 ELECTRICAL LAYOUT PLAN - 1/4

E-42 ELECTRICAL LAYOUT PLAN - 2/4

E-43 ELECTRICAL LAYOUT PLAN - 3/4

E-44 ELECTRICAL LAYOUT PLAN - 4/4

E-50 AIRFIELD CIRCUIT LAYOUTS

E-61 ELECTRICAL DETAILS - 1/5

E-62 ELECTRICAL DETAILS - 2/5

E-63 ELECTRICAL DETAILS - 3/5

E-64 ELECTRICAL DETAILS - 4/5

E-65 ELECTRICAL DETAILS - 5/5

E-70 ELECTRICAL SCHEDULES & ONE LINE DIAGRAM

DRAWING LIST

REPAIR TAXIWAY BRAVO

LAUGHLIN AIR FORCE BASE, TEXAS

PROJECT ID: MXDP 16-1053

CONTRACT NO: FA3099-13-D-0001 / FA3099-17-F-0044

100% SUBMITTAL

07/09/2018

4000'0 2000'

SCALE IN FEET

N

LOCATION MAP

PROJECT LOCATION

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LAUGHLIN AIR FORCE BASE, TEXAS

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CIVIL ELECTRICAL

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DETAIL OR SECTION

IDENTIFICATION

NUMBER

SHEET ON WHICH

DETAIL OR SECTION

OF THE CONDITION IS

DRAWN

TITLE1

SCALE:

SECTION / DETAIL SYMBOLS

AC ASPHALT CONCRETE

ACI AMERICAN CONCRETE INSTITUTE

ACM ASBESTOS CONTAINING MATERIAL

ADH ADHESIVE

ADJ ADJACENT, ADJOINING,

ADJUSTABLE

AFB AIR FORCE BASE

AGG AGGREGATE

ALT ALTERNATE

ALUM ALUMINUM

AMP AMPERE

ANCH ANCHOR

ANOD ANODIZE

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

AP ACCESS PANEL

APPROX APPROXIMATE

APZ ACCIDENT PROTECTION ZONE

ASPH ASPHALT

ATG ADJUST TO GRADE

AUX AUXILIARY

AVG AVERAGE

AWG AMERICAN WIRE GAUGE

BDRY BOUNDARY

BITUM BITUMINOUS

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BLW BELOW

BMP BEST MANAGEMENT PRACTICES

BM BENCHMARK

BTWN BETWEEN

BW BOTH WAYS

CAP CAPACITY

CB CATCH BASIN

CERT CERTIFIED

CFM CUBIC FEET PER MINUTE

CHFR CHAMFER

CHK CHECK

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CKT CIRCUIT

CL CENTER LINE

CLR CLEAR

CMP CORRUGATED METAL PIPE

CO CLEANOUT

CONC CONCRETE

CONN CONNECT

CONST CONSTRUCTION

CONT CONTINUOUS

CT CURRENT TRANSFORMER

CTR CENTER

CYL CYLINDER

D ISLAND

DAT DATUM

DBL DOUBLE

DCJ DOWELED CONSTRUCTION JOINT

DCJT DUMMY CONTROL JOINT

DEG DEGREE

DEMO DEMOLISH, DEMOLITION

DEPR DEPRESSION

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DIST DISTRIBUTION

DIV DIVISION

DN DOWN

DND DO NOT DISTURB

DOD DEPARTMENT OF DEFENSE

DWG DRAWING

DWL DOWEL

DWLD DOWELED

DWLS DOWELS

DWPJ DOWELED WEAKENED PLANE

JOINT

DWR DRAWER

E EAST

EA EACH

EJ EXPANSION JOINT

EL ELEVATION - GRADE OR BUILDING

EMERG EMERGENCY

EMH ELECTRIC MANHOLE

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE(D)

ETL ENGINEERING TECHNICAL LETTER

EW EACH WAY

EX EXISTING

EXP EXPANSION

EXP BT EXPANSION BOLT

EXP JT EXPANSION JOINT

FH FIRE HYDRANT

FJT FLUSH JOINT

FL FLOWLINE

FLEX FLEXIBLE

FOD FOREIGN OBJECT DEBRIS

FR FIRE RESISTANT

FT FEET

G GAS

GALV GALVANIZED

GEN GENERAL

GFE GOVERNMENT FURNISHED

EQUIPMENT

GI GALVANIZED IRON

GIP GALVANIZED IRON PIPE

GND GROUND

GOVT GOVERNMENT

GPM GALLONS PER MINUTE

GPU GROUND POWER UNIT

GR GRADE

GVL GRAVEL

HDPE HIGH-DENSITY POLYETHYLENE

HORIZ HORIZONTAL

HMA HOT MIX ASPHALT

HPT HIGH POINT

HS HIGH STRENGTH

HYDR HYDRAULIC

HZ HERTZ

I.D. INSIDE DIAMETER

INCL INCLUDE(ED)(ING)

INV INVERT

IP IRON PIPE

IRR IRREGULAR

J-BOX JUNCTION BOX

JCT JUNCTION

JF JOINT FILLER

JT JOINT

KOP KNOCKOUT PANEL

KV KILOVOLTS

KVA KILOVOLT AMPERES

KVAR KILOVOLT AMPERES REACTIVE

KW KILOWATT

L LENGTH

LF LINEAR FOOT

LPT LOW POINT

LT LEFT

LZ LANDING ZONE

MAX MAXIMUM

MET METAL

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MPa MEGAPASCALS

MW MONITORING WELL

N NORTH

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OPH OPPOSITE HAND

ORIG ORIGINAL

P PARKING

PCC PORTLAND CEMENT CONCRETE

PE POLYETHYLENE

PERF PERFORATED

PG PROFILE GRADE

PI POINT OF INTERSECTION

PLYWD PLYWOOD

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

QTY QUANTITY

R RADIUS, REINFORCED

ODD-SHAPED AND BLOCKOUT PCC

SLAB

RCP REINFORCED CONCRETE PIPE

RDR RUNWAY DISTANCE REMAINING

REBAR REINFORCING BAR

REINF REINFORCE

REQD REQUIRED

RT RIGHT

S SOUTH

SCHED SCHEDULE

SD STORM DRAIN

SHLDR SHOULDER

SHT SHEET

SPEC SPECIFICATIONS

SQ SQUARE

SSJ SLEEPER SLAB JOINT

STA STATION

STD STANDARD

STL STEEL

SWPPP STORM WATER POLLUTION

PREVENTION PLAN

T THICKNESS

T&B TOP AND BOTTOM

TBD TO BE DETERMINED

TBR TO BE REMOVED

TE THICKENED EDGE

TEMP TEMPORARY

TW TAXIWAY

TYP TYPICAL

UFC UNIFIED FACILITIES CRITERIA

UIP USE IN-PLACE

UON UNLESS OTHERWISE NOTED

UTIL UTILITY

V VOLT

VAR VARIABLE, VARIES

VIF VERIFY IN FIELD

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

WLXXX MONITORING WELL NUMBER

WPJ WEAKENED PLANE JOINT

WT WEIGHT

WV WATER VALVE

ABBREVIATIONS GENERAL NOTES

1. REFER TO DIVISION 01 IN SPECIFICATIONS. BRING ANY CONFLICT BETWEEN THOSE

GENERAL REQUIREMENTS AND THESE NOTES TO THE ATTENTION OF THE

CONTRACTING OFFICER.

2. THIS PROJECT MAY INCLUDE WORK ON LEAD CONTAINING MATERIALS WHICH ARE

HAZARDOUS TO PERSONNEL, REQUIRE SPECIAL DEMOLITION AND DISPOSAL

PROCEDURES, AND ARE SUBJECT TO ADDITIONAL REGULATIONS.

3. COMPLY WITH GUIDELINES IN UFC 3-260-01, APPENDIX B, SECTION 14, SPECIAL SAFETY

REQUIREMENTS DURING CONSTRUCTION, FOR SETBACK DISTANCES OF

CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL ESTABLISH, IN ADVANCE, A

SPECIFIC DEMARCATION OR HOLD LINE LOCATION FOR PERSONNEL AND EQUIPMENT

DURING THE TIMES OF WORK INTERRUPTION TO ENSURE THE SAFETY OF THE

CONTRACTOR AND AIRCRAFT OPERATIONS.

4. 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 REPRESENTATIVE, AIRFIELD OPERATIONS, AND ENGINEER. ANY

DAMAGE TO UTILITIES CAUSED BY THE CONTRACTOR SHALL BE PROMPTLY REPAIRED

AT THE CONTRACTOR'S EXPENSE.

5. CONTRACTOR SHALL RETAIN THE SERVICES OF A PRIVATE UTILITY LOCATOR SERVICE

DURING THE EXECUTION OF THIS CONTRACT. LAUGHLIN AFB ELECTRICAL SHOP MAY BE

ABLE TO LOCATE AIRFIELD LIGHTING AND COMMUNICATION FACILITIES.

6. FLOWABLE FILL, IF REQUIRED, SHALL MEET THE REQUIREMENTS OF SECTION 03 99 99.

7. PLANT PRE-CAST CONCRETE STRUCTURES ARE REQUIRED FOR DRAINAGE AND

AIRFIELD LIGHTING IMPROVEMENTS DEPICTED ON THE DRAWINGS. DIMENSIONS

SPECIFIED ON THE DRAWINGS ARE APPROXIMATE INTERNAL DIMENSIONS. EXTERNAL

DIMENSIONS, WALL THICKNESSES, INTERNAL REINFORCEMENT AND FABRICATION

DETAILS MAY VARY. THE CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS AND

STRUCTURAL CALCULATIONS SIGNED BY A REGISTERED PROFESSIONAL ENGINEER TO

THE GOVERNMENT FOR APPROVAL PRIOR TO INSTALLATION. STRUCTURES SHALL

MEET THE LOAD CRITERIA IN PARAGRAPH 5-11.1 IN UFC 3-260-01. THE DESIGN LOAD IS

“TRAFFIC AREA A” AND “LIGHT AIRFIELD TYPE” PER TABLE 3-1 UFC 3-260-02 WHICH

INCLUDES THE F-15 AND C-17 AIRCRAFT, EITHER OF WHICH MAY BE “CRITICAL ASSIGNED

AIRCRAFT”. DUCTILE IRON CASTINGS OR STEEL LIDS SHALL BE HEAVY-DUTY AIRPORT

TYPE. PRE-CAST CONCRETE STRUCTURES SHALL COMPLY WITH RELEVANT

PROVISIONS OF SECTION 03 42 13.00 10, PLANT PRE-CAST CONCRETE PRODUCTS FOR

BELOW GRADE CONSTRUCTION. ELECTRICAL STRUCTURES SHALL ALSO COMPLY WITH

CHAPTER 12 IN UFC 3-535-01, WHICH INCLUDES REQUIREMENTS ON LABELING,

SPRING-LOADED LIDS, WATER SEALANT, PENETRATIONS, STUB-OUTS, CABLE RACKS,

FLOOR SHAPE, AND GROUND ROD HOLES.

SECURITY

1. THE CONTRACTOR SHALL ENSURE COMPLIANCE WITH ALL SECURITY REGULATIONS

AND ACCESS REQUIREMENTS FOR ALL CONTRACTOR PERSONNEL ENTERING THE

PROJECT SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BADGING AND

TRAINING REQUIRED FOR BASE AND AIRFIELD ACCESS.

2. CLOSE COORDINATION WITH BASE, AIRFIELD OPERATIONS, AND SECURITY OPERATIONS

IS A REQUIREMENT OF THE CONTRACT.

3. CONTRACTOR VEHICLES SHALL ABIDE BY BASE TRAFFIC REGULATIONS INCLUDING

SPEED LIMITS AND RESTRICTIONS ON CELL PHONE USAGE. COMMERCIAL VEHICLES

AND HEAVY EQUIPMENT MUST TRAVEL ALONG PREDETERMINED HAUL ROUTES AND

PASS THROUGH SECURITY ACCESS POINTS AS SHOWN ON THE DRAWINGS.

4. ACCESS TO AREAS IN CLOSE PROXIMITY TO THE AIRFIELD SHALL BE STRICTLY

CONTROLLED AT ALL TIMES. TEMPORARY AIRFIELD ACCESS POINTS ARE SUBJECT TO

ADJUSTMENT ACCORDING TO THE STAGES OF CONSTRUCTION. ALL CONTRACTOR

PERSONNEL SHALL REMAIN INFORMED OF ACTIVE AND CLOSED AIRFIELD ACCESS

POINTS.

5. ALL AIRFIELD SECURITY RULES AND REGULATIONS SHALL APPLY EQUALLY TO THE

CONTRACTOR AND ANY SUBCONTRACTORS EMPLOYED ON THE PROJECT.

6. ALL CONTRACTOR PERSONNEL SHALL BE BRIEFED ON FOD, APPROVED HAUL ROUTES,

AND RESTRICTED AREAS.

7. CONTRACTOR VEHICLES PERMITTED TO TRAVEL WITHIN THE AIRFIELD MUST PROPERLY

DISPLAY IDENTIFICATION IF REQUESTED BY THE GOVERNMENT.

8. A CURRENT DRIVER’S LICENSE AS WELL AS AIRFIELD DRIVER TRAINING AND

CERTIFICATION FROM AIRFIELD MANAGEMENT ARE REQUIRED TO DRIVE ON THE

AIRFIELD PER AF 13-213 AND AFI 13-213 LAFB SUPPLEMENT 1.

9. VISITORS TO THE PROJECT SITE MUST BE ACCOMPANIED BY AN APPROVED SPONSOR

AT ALL TIMES.

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

REGULATIONS AND ACCESS RESTRICTIONS ARE SUBJECT TO DETAINMENT AND SEARCH

BY AIR FORCE SECURITY FORCES.

PERMITS

1. CONTRACTOR SHALL WORK WITH THE CONTRACTING OFFICER TO NOTIFY THE

ENVIRONMENTAL ENGINEERING FLIGHT AT LAUGHLIN AFB AT LEAST 30 DAYS PRIOR TO

BRINGING ANY RADIOACTIVE MATERIALS ONTO LAUGHLIN AFB. SUCH MATERIALS

INCLUDE, BUT ARE NOT LIMITED TO, INSTRUMENTS THAT CONTAIN RADIOACTIVE

SOURCES FOR TESTING SOIL COMPACTION. THE APPROVAL OF THE ENVIRONMENTAL

ENGINEERING FLIGHT IS REQUIRED BEFORE ANY RADIOACTIVE MATERIALS CAN BE

BROUGHT ONTO THE BASE.

2. CONTRACTOR SHALL OBTAIN AN AF IMT 103, BASE CIVIL ENGINEERING WORK

CLEARANCE REQUEST (DIGGING PERMIT) FROM THE CONTRACTING OFFICER

REPRESENTATIVE PRIOR TO ANY EXCAVATION. PERMIT SHALL BE COMPLETED AND

RETURNED TO THE CONTRACTING OFFICER REPRESENTATIVE.

3. CALL TEXAS 811 PRIOR TO EXCAVATION.

ENVIRONMENTAL

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

(ARTIFACTS, BURIALS) BE 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, THE GOVERNMENT WILL BE RESPONSIBLE FOR

CONTACTING THE STATE HISTORIC PRESERVATION DIVISION, IF REQUIRED; TO ASSESS

THE SIGNIFICANCE OF THE FIND AND RECOMMEND AN APPROPRIATE MITIGATION

MEASURE IF NECESSARY.

2. DURATION OF TEMPORARY STOCKPILE SHALL NOT EXCEED THREE (3) MONTHS. IF THE

STOCKPILING WORK INVOLVES CONTAMINATED SOIL AND/OR HAZARDOUS MATERIAL,

THEN ALL STOCKPILING WORK SHALL BE DONE IN CONFORMANCE WITH APPLICABLE

STATE AND FEDERAL REQUIREMENTS. CONTACT THE SOLID AND HAZARDOUS WASTE

BRANCH OF THE TEXAS DEPARTMENT OF STATE HEALTH SERVICES FOR MORE

INFORMATION.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE WITH THE APPLICABLE

PROVISIONS OF THE WATER QUALITY AND WATER POLLUTION CONTROL STANDARDS

CONTAINED IN THE TEXAS TCEQ TPDES CGP TXR150000.

4. 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 THE AIR POLLUTION CONTROL STANDARDS CONTAINED IN THE

TEXAS TCEQ TPDES CGP TXR150000.

5. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY IF SUSPECTED

CONTAMINATED SOILS ARE ENCOUNTERED DURING EXCAVATION. SUSPECTED

CONTAMINATED SOILS MAY EXHIBIT STAINING, DISCOLORATION OR STRONG ODORS

THAT ARE UNUSUAL WHEN COMPARED TO THE SURROUNDING SOIL.

6. WASTE SLURRY FROM CONCRETE TRUCK WASHOUT MAY NOT BE DISPOSED OF ON THE

INSTALLATION. THE CONTRACTOR SHALL CAPTURE WASTE SLURRY FROM CONCRETE

TRUCK WASHOUT AND DISPOSE OF IT OFF THE INSTALLATION. THE COST TO CAPTURE

AND DISPOSE OF WASTE SLURRY FROM CONCRETE TRUCK WASHOUT WILL BE

CONSIDERED AN INCIDENTAL AND NO SEPARATE PAYMENT WILL BE MADE.

FOREIGN OBJECT DAMAGE (FOD)

1. THE CONTRACTOR SHALL SUBMIT A DETAILED FOD CONTROL PLAN TO THE

GOVERNMENT FOR APPROVAL PRIOR TO CONSTRUCTION.

2. THE CONTRACTOR SHALL PROVIDE SAFETY BARRICADES AROUND THE PERIMETER OF

ALL WORK AREAS ON THE AIRFIELD. FINAL LOCATION OF THE BARRICADES SHALL BE

APPROVED BY THE CONTRACTING OFFICER AND BY THE AIRFIELD MANAGER.

OPERATIONAL REQUIREMENTS MAY REQUIRE BARRICADES AT OTHER LOCATIONS.

BARRICADES WILL NEED TO BE RELOCATED AS THE WORK PROGRESSES OR DUE TO

OPERATIONAL CHANGES DETERMINED BY THE AIRFIELD MANAGER.

3. CONTRACTOR SHALL PRACTICE FOD PREVENTION TECHNIQUES AS DIRECTED BY THE

AIRFIELD MANAGER.

4. THE CONTRACTOR SHALL CHECK AND MAINTAIN BARRICADES DAILY AS DIRECTED BY

THE AIRFIELD MANAGER.

5. THE CONTRACTOR SHALL VACUUM ALL AIRFIELD PAVEMENTS AFFECTED BY HIS

OPERATIONS. THE AIRFIELD MANAGER MUST APPROVE THE CONDITION OF PAVEMENT

PRIOR TO REOPENING PAVEMENT TO AIRCRAFT TRAFFIC.

C-05

C-05

DETAIL OR SECTION

IDENTIFICATION

NUMBER

SHEET ON WHICH

DETAIL OR SECTION

OF THE CONDITION IS

DRAWN

C M

WORK AFFECTING LAUGHLIN AFB OPERATIONS

1. THE CONTRACTOR SHALL COORDINATE THE CLOSURE OF ANY

RUNWAY, TAXIWAY, OR APRON WITH THE CONTRACTING

OFFICER REPRESENTATIVE AND AIRFIELD MANAGER.

2. THE CONTRACTOR SHALL PROVIDE, IN WRITING, NOTICE TO THE

CONTRACTING OFFICER REPRESENTATIVE THEIR INTENT TO

CLOSE ANY RUNWAY, TAXIWAY, OR APRON. SEE

SPECIFICATIONS FOR ADDITIONAL INFORMATION. THE

CONTRACTOR SHALL SUBMIT A WORK PLAN WITH THE NOTICE,

DEPICTING LOCATION OF THE CLOSURE BARRICADES, LIGHTS,

ETC. THIS PLAN MUST HAVE APPROVAL FROM THE AIRFIELD

MANAGER BEFORE CLOSURE CAN TAKE PLACE. PLAN WILL ALSO

INCLUDE SCHEDULE AND PROCEDURES SET TO REOPEN THE

FACILITIES TO AIRCRAFT TRAFFIC.

600'0 300'

SCALE IN FEET

G-02

C O

N

TR

A C

T

LA

Y O

U T

P

LA

N

LEGEND

HAUL ROUTE

NOTES:

1. CROSSING AN ACTIVE RUNWAY EDGE OR

BEING WITHIN 100 FEET FROM AN ACTIVE

RUNWAY WITHOUT SPECIFIC

AUTHORIZATION IS A SERIOUS OFFENCE

WHICH MAY RESULT IN SEVERE PENALTIES

LEVIED BY THE GOVERNMENT

REGARDLESS OF THE CIRCUMSTANCES.

THE CONTRACTOR WILL BE HELD

ACCOUNTABLE FOR THE ACTIONS OF

SUBCONTRACTORS AND SUPPLIERS. THE

CONTRACTOR SHALL ADVISE ALL TRUCK

DRIVERS MAKING DELIVERIES TO THE

PROJECT SITE TO FOLLOW DESIGNATED

HAUL ROUTES AND MAINTAIN SITUATIONAL

AWARENESS AT ALL TIMES.

2. WORK WITHIN 100 FEET OF AN ACTIVE

RUNWAY OR REMOVAL OF THE PAVED

SURFACE WITHIN 100 FEET OF AN ACTIVE

RUNWAY OR EXCAVATIONS WITHIN 100

FEET OF AN ACTIVE RUNWAY ARE NOT

PERMITTED AND REQUIRE A CLOSURE.

3. PROVIDE SILT FENCE OR STRAW WATTLE

AROUND CONTRACTOR STAGING AREA PER

THE APPROVED SWPPP. RESTORE THIS

AREA TO ITS ORIGINAL CONDITION AND

SEED AT END OF PROJECT.

4. CONTRACTOR HAUL ROUTES ARE NOT

EXCLUSIVE AND SHALL NOT BE BLOCKED

AT ANY TIME.

D at e:

S ub m itt ed b y:

D es cr ip tio n

D at e A ct io n

R ev

DRAWING

NUMBER:

A

B

C

D

2 3 4 5

Fi le n am e:

P lo t d at e:

P lo t s ca le

S ym bo l

C :\U se rs

\c ur t.s m ith \D es kt op \A

E C

O M

P ro je ct s\

TW

B \D ra w in gs

\M X

D P

-1

3_

G -0

2.

tte d:

S un da y, J ul y

, 2

2:

:0

P

M b y Sm ith , C ur t

Tr ac ki ng

N o.

7/ 8/

M X

D P

-1

3_

G -0

2.

dw g

R E

P A

IR

T

A X

IW

A

Y B

R A

V O

LA

U

G H

LI

N

A

IR

F O

R C

E B

A S

E , T

E X

A S

TH

C O

N

TR

A C

TI

N

G F

LI

G

H T/

LG

C

B

A

LA

B

A M

A A

V E

, B

LD

G

LA

U

G H

LI

N

A

FB

, T E

X A

S

U R

S /A

E C

O M

P R

O

JE

C T

N U

M B

E R

: 6

P ro je ct

ID

M X

D P

6-

C on tra ct

N o:

FA

9-

-D

-0

FA

9-

-F -0

U R

S G

R O

U P

, I N

C

A M

B E

R G

LE

N

B

LV

D

A U

S

TI

N , T

E X

A S

2-

9-

TE

X A

S P

E F

IR

M

F -1

E X

P

1/

/2

D es ig ne d by

D ra w n by

C S

R ev ie w ed b y:

W

G

200'0 100'

SCALE IN FEET

G-11

D at e:

S ub m itt ed b y:

D es cr ip tio n

D at e A ct io n

R ev

DRAWING

NUMBER:

A

B

C

D

2 3 4 5

Fi le n am e:

P lo t d at e:

P lo t s ca le

S ym bo l

C :\U se rs

\c ur t.s m ith \D es kt op \A

E C

O M

P ro je ct s\

TW

B \D ra w in gs

\M X

D P

-1

3_

G -1 to

G -1

3.

tte d:

S un da y, J ul y

, 2

2:

:2

P

M b y S m ith

, C ur t

Tr ac ki ng

N o.

7/ 8/

M X

D P

-1

3_

G -1 to

G -1

3.

dw g

R E

P A

IR

T

A X

IW

A

Y B

R A

V O

LA

U

G H

LI

N

A

IR

F O

R C

E B

A S

E , T

E X

A S

TH

C O

N

TR

A C

TI

N

G F

LI

G

H T/

LG

C

B

A

LA

B

A M

A A

V E

, B

LD

G

LA

U

G H

LI

N

A

FB

, T E

X A

S

U R

S /A

E C

O M

P R

O

JE

C T

N U

M B

E R

: 6

P ro je ct

ID

M X

D P

6-

C on tra ct

N o:

FA

9-

-D

-0

FA

9-

-F -0

U R

S G

R O

U P

, I N

C

A M

B E

R G

LE

N

B

LV

D

A U

S

TI

N , T

E X

A S

2-

9-

TE

X A

S P

E F

IR

M

F -1

E X

P

1/

/2

D es ig ne d by

D ra w n by

C S

R ev ie w ed b y:

W

G

PHASE 1 - ELECTRICAL DIST

(ALL RUNWAYS OPEN)

P H

A S

E

E

LE

C

TR

IC

A L

D

IS

T (A

LL

R

U N

W A

Y S

O P

E N

C M

LOW LEVEL BARRICADE

PHASE BOUNDARY

LEGEND

HAUL ROUTE

C-22

NOTES

1. CROSSING AN ACTIVE RUNWAY EDGE OR BEING WITHIN 100 FEET FROM

AN ACTIVE RUNWAY WITHOUT SPECIFIC AUTHORIZATION IS A SERIOUS

OFFENCE WHICH MAY RESULT IN SEVERE PENALTIES LEVIED BY THE

GOVERNMENT REGARDLESS OF THE CIRCUMSTANCES. THE

CONTRACTOR WILL BE HELD ACCOUNTABLE FOR THE ACTIONS OF

SUBCONTRACTORS AND SUPPLIERS. THE CONTRACTOR SHALL ADVISE

ALL TRUCK DRIVERS MAKING DELIVERIES TO THE PROJECT SITE TO

FOLLOW DESIGNATED HAUL ROUTES AND MAINTAIN SITUATIONAL

AWARENESS AT ALL TIMES.

2. STANDARD WORK HOURS ARE 7:30 AM TO 4:30 PM, MONDAY THROUGH

FRIDAY. IF THE CONTRACTOR MUST WORK OUTSIDE THESE HOURS,

ARRANGEMENTS MUST BE MADE WITH THE CONTRACTING OFFICER ONE

WEEK IN ADVANCE. REFER TO SECTION 01-4.

3. FLYING HOURS ARE 7:30 AM TO 8:00 PM MONDAY THROUGH FRIDAY, 3:00

PM TO 7:00 PM ON SUNDAY, AND CERTAIN EVENINGS. REFER TO SECTION

01-4.

4. THE WORK IN PHASES 2, 3, 5 AND 6 MUST BE ACCOMPLISHED OUTSIDE OF

FLYING HOURS OR DURING A RUNWAY CLOSURE SCHEDULED WITH THE

CONTRACTOR THREE WEEKS IN ADVANCE.

5. WORK IN PHASES 2, 3, 5 AND 6 IS PERMITTED 24 HOURS PER DAY, 7 DAYS

PER WEEK IF THE CORRESPONDING RUNWAY'S CLOSED.

6. BIDDERS SHOULD ASSUME THAT ALL PHASES WILL BE SEQUENTIAL AND

NO PHASES WILL BE CONCURRENT.

7. TIME IS OF THE ESSENCE DURING A RUNWAY CLOSURE. THE

CONTRACTOR SHALL SUBMIT A DETAILED SCHEDULE FOR EACH PHASE

REQUIRING A RUNWAY CLOSURE AND WORK EXPEDITIOUSLY TO

COMPLETE THE WORK AS AGREED.

8. ELECTRICAL DISTRIBUTION CONSTRUCTION SHALL BE PHASED AROUND A

CABLE CUTOVER SCHEDULED WITH THE GOVERNMENT IN ADVANCE TO

MINIMIZE THE AMOUNT TIME THE AIRFIELD LIGHTING SYSTEM IS NOT

OPERATION.

9. IT IS NOT ACCEPTABLE TO LEAVE OPEN TRENCHES OR EXCAVATIONS

WITHIN 100 FEET OF AN ACTIVE RUNWAY. IT IS NOT ACCEPTABLE TO

STORE EQUIPMENT OR MATERIALS WITHIN 100 FEET OF AN ACTIVE

RUNWAY. CAUTION MUST BE TAKEN TO AVOID CASTING DUST OR FOD ON

AN ACTIVE RUNWAY.

10. PLACE BARRICADES AT LOCATIONS SHOWN OR AS DIRECTED BY THE

AIRFIELD MANAGER.

11. BARRICADES ARE NOT TO BE PLACED CLOSER THAN 100' FROM AN

ACTIVE RUNWAY EDGE.

12. PLACE BARRICADES END-TO-END.

13. BARRICADES ARE CONTRACTOR PROVIDED PER 4/C-22.

14. THE CONTRACTOR SHALL RETAIN THE SERVICES OF A VACUUM-TYPE

STREET SWEEPER TO ENSURE ALL ADJACENT AIRFIELD PAVEMENTS ARE

COMPLETELY CLEAR OF FOD PRIOR TO REOPENING.

15. REGARDING ANY TEMPORARY CONSTRUCTION WATER CONNECTION, THE

CONTRACTOR SHALL USE A BACKFLOW PREVENTER, THE CONTRACTOR

PROCURE A 4-INCH QUICK RELEASE FIRE HYDRANT CAP, AND AT THE END

OF CONSTRUCTION THE CONTRACTOR SHALL REMOVE THE BACKFLOW

PREVENTER.

16. REGARDING THE NEED FOR ANY TEMPORARY CONSTRUCTION

ELECTRICAL POWER, THE CONTRACTOR SHALL CONTACT THE RIO

GRANDE ELECTRIC COOPERATIVE (RGEC).

PERIOD OF PERFORMANCE BY PHASE

PHASE 0 90 DAYS

PHASE 1 14 DAYS

PHASE 2 14 DAYS

PHASE 3 5 DAYS

PHASE 4 60 DAYS

PHASE 5 45 DAYS

PHASE 6 45 DAYS

SCHEDULED RUNWAY CLOSURE

G-12

D at e:

S ub m itt ed b y:

D es cr ip tio n

D at e A ct io n

R ev

DRAWING

NUMBER:

A

B

C

D

2 3 4 5

Fi le n am e:

P lo t d at e:

P lo t s ca le

S ym bo l

C :\U se rs

\c ur t.s m ith \D es kt op \A

E C

O M

P ro je ct s\

TW

B \D ra w in gs

\M X

D P

-1

3_

G -1 to

G -1

3.

tte d:

S un da y, J ul y

, 2

2:

:2

P

M b y S m ith

, C ur t

Tr ac ki ng

N o.

7/ 8/

M X

D P

-1

3_

G -1 to

G -1

3.

dw g

R E

P A

IR

T

A X

IW

A

Y B

R A

V O

LA

U

G H

LI

N

A

IR

F O

R C

E B

A S

E , T

E X

A S

TH

C O

N

TR

A C

TI

N

G F

LI

G

H T/

LG

C

B

A

LA

B

A M

A A

V E

, B

LD

G

LA

U

G H

LI

N

A

FB

, T E

X A

S

U R

S /A

E C

O M

P R

O

JE

C T

N U

M B

E R

: 6

P ro je ct

ID

M X

D P

6-

C on tra ct

N o:

FA

9-

-D

-0

FA

9-

-F -0

U R

S G

R O

U P

, I N

C

A M

B E

R G

LE

N

B

LV

D

A U

S

TI

N , T

E X

A S

2-

9-

TE

X A

S P

E F

IR

M

F -1

E X

P

1/

/2

D es ig ne d by

D ra w n by

C S

R ev ie w ed b y:

W

G

PHASE 2 - ELECTRICAL DIST

(CENTER RW CLOSED)

P H

A S

E

E

LE

C

TR

IC

A L

D

IS

T (C

E N

TE

R

R U

N W

A Y

C

LO

S E

D

C M

200'0 100'

SCALE IN FEET

LOW LEVEL BARRICADE

PHASE BOUNDARY

LEGEND

HAUL ROUTE

C-22

NOTES

1. CROSSING AN ACTIVE RUNWAY EDGE OR BEING WITHIN 100 FEET FROM

AN ACTIVE RUNWAY WITHOUT SPECIFIC AUTHORIZATION IS A SERIOUS

OFFENCE WHICH MAY RESULT IN SEVERE PENALTIES LEVIED BY THE

GOVERNMENT REGARDLESS OF THE CIRCUMSTANCES. THE

CONTRACTOR WILL BE HELD ACCOUNTABLE FOR THE ACTIONS OF

SUBCONTRACTORS AND SUPPLIERS. THE CONTRACTOR SHALL ADVISE

ALL TRUCK DRIVERS MAKING DELIVERIES TO THE PROJECT SITE TO

FOLLOW DESIGNATED HAUL ROUTES AND MAINTAIN SITUATIONAL

AWARENESS AT ALL TIMES.

2. STANDARD WORK HOURS ARE 7:30 AM TO 4:30 PM, MONDAY THROUGH

FRIDAY. IF THE CONTRACTOR MUST WORK OUTSIDE THESE HOURS,

ARRANGEMENTS MUST BE MADE WITH THE CONTRACTING OFFICER ONE

WEEK IN ADVANCE. REFER TO SECTION 01-4.

3. FLYING HOURS ARE 7:30 AM TO 8:00 PM MONDAY THROUGH FRIDAY, 3:00

PM TO 7:00 PM ON SUNDAY, AND CERTAIN EVENINGS. REFER TO SECTION

01-4.

4. THE WORK IN PHASES 2, 3, 5 AND 6 MUST BE ACCOMPLISHED OUTSIDE OF

FLYING HOURS OR DURING A RUNWAY CLOSURE SCHEDULED WITH THE

CONTRACTOR THREE WEEKS IN ADVANCE.

5. WORK IN PHASES 2, 3, 5 AND 6 IS PERMITTED 24 HOURS PER DAY, 7 DAYS

PER WEEK IF THE CORRESPONDING RUNWAY'S CLOSED.

6. BIDDERS SHOULD ASSUME THAT ALL PHASES WILL BE SEQUENTIAL AND

NO PHASES WILL BE CONCURRENT.

7. TIME IS OF THE ESSENCE DURING A RUNWAY CLOSURE. THE

CONTRACTOR SHALL SUBMIT A DETAILED SCHEDULE FOR EACH PHASE

REQUIRING A RUNWAY CLOSURE AND WORK EXPEDITIOUSLY TO

COMPLETE THE WORK AS AGREED.

8. ELECTRICAL DISTRIBUTION CONSTRUCTION SHALL BE PHASED AROUND A

CABLE CUTOVER SCHEDULED WITH THE GOVERNMENT IN ADVANCE TO

MINIMIZE THE AMOUNT TIME THE AIRFIELD LIGHTING SYSTEM IS NOT

OPERATION.

9. IT IS NOT ACCEPTABLE TO LEAVE OPEN TRENCHES OR EXCAVATIONS

WITHIN 100 FEET OF AN ACTIVE RUNWAY. IT IS NOT ACCEPTABLE TO

STORE EQUIPMENT OR MATERIALS WITHIN 100 FEET OF AN ACTIVE

RUNWAY. CAUTION MUST BE TAKEN TO AVOID CASTING DUST OR FOD ON

AN ACTIVE RUNWAY.

10. PLACE BARRICADES AT LOCATIONS SHOWN OR AS DIRECTED BY THE

AIRFIELD MANAGER.

11. BARRICADES ARE NOT TO BE PLACED CLOSER THAN 100' FROM AN

ACTIVE RUNWAY EDGE.

12. PLACE BARRICADES END-TO-END.

13. BARRICADES ARE CONTRACTOR PROVIDED PER 4/C-22.

14. THE CONTRACTOR SHALL RETAIN THE SERVICES OF A VACUUM-TYPE

STREET SWEEPER TO ENSURE ALL ADJACENT AIRFIELD PAVEMENTS ARE

COMPLETELY CLEAR OF FOD PRIOR TO REOPENING.

15. REGARDING ANY TEMPORARY CONSTRUCTION WATER CONNECTION, THE

CONTRACTOR SHALL USE A BACKFLOW PREVENTER, THE CONTRACTOR

PROCURE A 4-INCH QUICK RELEASE FIRE HYDRANT CAP, AND AT THE END

OF CONSTRUCTION THE CONTRACTOR SHALL REMOVE THE BACKFLOW

PREVENTER.

16. REGARDING THE NEED FOR ANY TEMPORARY CONSTRUCTION

ELECTRICAL POWER, THE CONTRACTOR SHALL CONTACT THE RIO

GRANDE ELECTRIC COOPERATIVE (RGEC).

PERIOD OF PERFORMANCE BY PHASE

PHASE 0 90 DAYS

PHASE 1 14 DAYS

PHASE 2 14 DAYS

PHASE 3 5 DAYS

PHASE 4 60 DAYS

PHASE 5 45 DAYS

G-13

P H

A S

E

E

LE

C

TR

IC

A L

D

IS

T (O

U

TS

ID

E

R U

N W

A Y

C

LO

S E

D

D at e:

S ub m itt ed b y:

D es cr ip tio n

D at e A ct io n

R ev

DRAWING

NUMBER:

A

B

C

D

2 3 4 5

Fi le n am e:

P lo t d at e:

P lo t s ca le

S ym bo l

C :\U se rs

\c ur t.s m ith \D es kt op \A

E C

O M

P ro je ct s\

TW

B \D ra w in gs

\M X

D P

-1

3_

G -1 to

G -1

3.

tte d:

S un da y, J ul y

, 2

2:

:3

P

M b y S m ith

, C ur t

Tr ac ki ng

N o.

7/ 8/

M X

D P

-1

3_

G -1 to

G -1

3.

dw g

R E

P A

IR

T

A X

IW

A

Y B

R A

V O

LA

U

G H

LI

N

A

IR

F O

R C

E B

A S

E , T

E X

A S

TH

C O

N

TR

A C

TI

N

G F

LI

G

H T/

LG

C

B

A

LA

B

A M

A A

V E

, B

LD

G

LA

U

G H

LI

N

A

FB

, T E

X A

S

U R

S /A

E C

O M

P R

O

JE

C T

N U

M B

E R

: 6

P ro je ct

ID

M X

D P

6-

C on tra ct

N o:

FA

9-

-D

-0

FA

9-

-F -0

U R

S G

R O

U P

, I N

C

A M

B E

R G

LE

N

B

LV

D

A U

S

TI

N , T

E X

A S

2-

9-

TE

X A

S P

E F

IR

M

F -1

E X

P

1/

/2

D es ig ne d by

D ra w n by

C S

R ev ie w ed b y:

W

G

PHASE E3 - ELECTRICAL DIST

(OUTSIDE RW CLOSED)

C M

200'0 100'

SCALE IN FEET

LOW LEVEL BARRICADE

PHASE BOUNDARY

LEGEND

HAUL ROUTE

C-22

NOTES

1. CROSSING AN ACTIVE RUNWAY EDGE OR BEING WITHIN 100 FEET FROM

AN ACTIVE RUNWAY WITHOUT SPECIFIC AUTHORIZATION IS A SERIOUS

OFFENCE WHICH MAY RESULT IN SEVERE PENALTIES LEVIED BY THE

GOVERNMENT REGARDLESS OF THE CIRCUMSTANCES. THE

CONTRACTOR WILL BE HELD ACCOUNTABLE FOR THE ACTIONS OF

SUBCONTRACTORS AND SUPPLIERS. THE CONTRACTOR SHALL ADVISE

ALL TRUCK DRIVERS MAKING DELIVERIES TO THE PROJECT SITE TO

FOLLOW DESIGNATED HAUL ROUTES AND MAINTAIN SITUATIONAL

AWARENESS AT ALL TIMES.

2. STANDARD WORK HOURS ARE 7:30 AM TO 4:30 PM, MONDAY THROUGH

FRIDAY. IF THE CONTRACTOR MUST WORK OUTSIDE THESE HOURS,

ARRANGEMENTS MUST BE MADE WITH THE CONTRACTING OFFICER ONE

WEEK IN ADVANCE. REFER TO SECTION 01-4.

3. FLYING HOURS ARE 7:30 AM TO 8:00 PM MONDAY THROUGH FRIDAY, 3:00

PM TO 7:00 PM ON SUNDAY, AND CERTAIN EVENINGS. REFER TO SECTION

01-4.

4. THE WORK IN PHASES 2, 3, 5 AND 6 MUST BE ACCOMPLISHED OUTSIDE OF

FLYING HOURS OR DURING A RUNWAY CLOSURE SCHEDULED WITH THE

CONTRACTOR THREE WEEKS IN ADVANCE.

5. WORK IN PHASES 2, 3, 5 AND 6 IS PERMITTED 24 HOURS PER DAY, 7 DAYS

PER WEEK IF THE CORRESPONDING RUNWAY'S CLOSED.

6. BIDDERS SHOULD ASSUME THAT ALL PHASES WILL BE SEQUENTIAL AND

NO PHASES WILL BE CONCURRENT.

7. TIME IS OF THE ESSENCE DURING A RUNWAY CLOSURE. THE

CONTRACTOR SHALL SUBMIT A DETAILED SCHEDULE FOR EACH PHASE

REQUIRING A RUNWAY CLOSURE AND WORK EXPEDITIOUSLY TO

COMPLETE THE WORK AS AGREED.

8. ELECTRICAL DISTRIBUTION CONSTRUCTION SHALL BE PHASED AROUND A

CABLE CUTOVER SCHEDULED WITH THE GOVERNMENT IN ADVANCE TO

MINIMIZE THE AMOUNT TIME THE AIRFIELD LIGHTING SYSTEM IS NOT

OPERATION.

9. IT IS NOT ACCEPTABLE TO LEAVE OPEN TRENCHES OR EXCAVATIONS

WITHIN 100 FEET OF AN ACTIVE RUNWAY. IT IS NOT ACCEPTABLE TO

STORE EQUIPMENT OR MATERIALS WITHIN 100 FEET OF AN ACTIVE

RUNWAY. CAUTION MUST BE TAKEN TO AVOID CASTING DUST OR FOD ON

AN ACTIVE RUNWAY.

10. PLACE BARRICADES AT LOCATIONS SHOWN OR AS DIRECTED BY THE

AIRFIELD MANAGER.

11. BARRICADES ARE NOT TO BE PLACED CLOSER THAN 100' FROM AN

ACTIVE RUNWAY EDGE.

12. PLACE BARRICADES END-TO-END.

13. BARRICADES ARE CONTRACTOR PROVIDED PER 4/C-22.

14. THE CONTRACTOR SHALL RETAIN THE SERVICES OF A VACUUM-TYPE

STREET SWEEPER TO ENSURE ALL ADJACENT AIRFIELD PAVEMENTS ARE

COMPLETELY CLEAR OF FOD PRIOR TO REOPENING.

15. REGARDING ANY TEMPORARY CONSTRUCTION WATER CONNECTION, THE

CONTRACTOR SHALL USE A BACKFLOW PREVENTER, THE CONTRACTOR

PROCURE A 4-INCH QUICK RELEASE FIRE HYDRANT CAP, AND AT THE END

OF CONSTRUCTION THE CONTRACTOR SHALL REMOVE THE BACKFLOW

PREVENTER.

16. REGARDING THE NEED FOR ANY TEMPORARY CONSTRUCTION

ELECTRICAL POWER, THE CONTRACTOR SHALL CONTACT THE RIO

GRANDE ELECTRIC COOPERATIVE (RGEC).

PERIOD OF PERFORMANCE BY PHASE

PHASE 0 90 DAYS

PHASE 1 14 DAYS

PHASE 2 14 DAYS

PHASE 3 5 DAYS

PHASE 4 60 DAYS

PHASE 5 45 DAYS

80'0 40'

SCALE IN FEET

G-14

D at e:

S ub m itt ed b y:

D es cr ip tio n

D at e A ct io n

R ev

DRAWING

NUMBER:

A

B

C

D

2 3 4 5

Fi le n am e:

P lo t d at e:

P lo t s ca le

S ym bo l

C :\U se rs

\c ur t.s m ith \D es kt op \A

E C

O M

P ro je ct s\

TW

B \D ra w in gs

\M X

D P

-1

3_

G -1 to

G -1

6.

tte d:

S un da y, J ul y

, 2

2:

:5

P

M b y S m ith

, C ur t

Tr ac ki ng

N o.

7/ 8/

M X

D P

-1

3_

G -1 to

G -1

6.

dw g

R E

P A

IR

T

A X

IW

A

Y B

R A

V O

LA

U

G H

LI

N

A

IR

F O

R C

E B

A S

E , T

E X

A S

TH

C O

N

TR

A C

TI

N

G F

LI

G

H T/

LG

C

B

A

LA

B

A M

A A

V E

, B

LD

G

LA

U

G H

LI

N

A

FB

, T E

X A

S

U R

S /A

E C

O M

P R

O

JE

C T

N U

M B

E R

: 6

P ro je ct

ID

M X

D P

6-

C on tra ct

N o:

FA

9-

-D

-0

FA

9-

-F -0

U R

S G

R O

U P

, I N

C

A M

B E

R G

LE

N

B

LV

D

A U

S

TI

N , T

E X

A S

2-

9-

TE

X A

S P

E F

IR

M

F -1

E X

P

1/

/2

D es ig ne d by

D ra w n by

C S

R ev ie w ed b y:

W

G

EX SIGN

"ACTIVE RW

CONTACT TOWER

BEFORE PROCEEDING" -

TYP OF BOTH SIDES

EX SIGN

"ACTIVE RW

CONTACT TOWER

BEFORE PROCEEDING" -

TYP OF BOTH SIDES

P H

A S

E

P

A V

IN

G

A N

D E

D G

E L

IG

H

TI

N

G (A

LL

R

U N

W A

Y S

O P

E N

PHASE 4 - PAVING AND

EDGE LIGHTING

(ALL RUNWAYS OPEN)

C M

LOW LEVEL BARRICADE

PHASE BOUNDARY

LEGEND

APPROX GRADING LIMITS

C-22

HAUL ROUTE

PERIOD OF PERFORMANCE BY PHASE

PHASE 0 90 DAYS

PHASE 1 14 DAYS

PHASE 2 14 DAYS

PHASE 3 5 DAYS

PHASE 4 60 DAYS

PHASE 5 45 DAYS

PHASE 6 45 DAYS

SCHEDULED RUNWAY CLOSURE

NOTES

1. CROSSING AN ACTIVE RUNWAY EDGE OR BEING WITHIN 100 FEET FROM

AN ACTIVE RUNWAY WITHOUT SPECIFIC AUTHORIZATION IS A SERIOUS

OFFENCE WHICH MAY RESULT IN SEVERE PENALTIES LEVIED BY THE

GOVERNMENT REGARDLESS OF THE CIRCUMSTANCES. THE

CONTRACTOR WILL BE HELD ACCOUNTABLE FOR THE ACTIONS OF

SUBCONTRACTORS AND SUPPLIERS. THE CONTRACTOR SHALL ADVISE

ALL TRUCK DRIVERS MAKING DELIVERIES TO THE PROJECT SITE TO

FOLLOW DESIGNATED HAUL ROUTES AND MAINTAIN SITUATIONAL

AWARENESS AT ALL TIMES.

2. STANDARD WORK HOURS ARE 7:30 AM TO 4:30 PM, MONDAY THROUGH

FRIDAY. IF THE CONTRACTOR MUST WORK OUTSIDE THESE HOURS,

ARRANGEMENTS MUST BE MADE WITH THE CONTRACTING OFFICER ONE

WEEK IN ADVANCE. REFER TO SECTION 01-4.

3. FLYING HOURS ARE 7:30 AM TO 8:00 PM MONDAY THROUGH FRIDAY, 3:00

PM TO 7:00 PM ON SUNDAY, AND CERTAIN EVENINGS. REFER TO SECTION

01-4.

4. THE WORK IN PHASES 2, 3, 5 AND 6 MUST BE ACCOMPLISHED OUTSIDE OF

FLYING HOURS OR DURING A RUNWAY CLOSURE SCHEDULED WITH THE

CONTRACTOR THREE WEEKS IN ADVANCE.

5. WORK IN PHASES 2, 3, 5 AND 6 IS PERMITTED 24 HOURS PER DAY, 7 DAYS

PER WEEK IF THE CORRESPONDING RUNWAY'S CLOSED.

6. BIDDERS SHOULD ASSUME THAT ALL PHASES WILL BE SEQUENTIAL AND

NO PHASES WILL BE CONCURRENT.

7. TIME IS OF THE ESSENCE DURING A RUNWAY CLOSURE. THE

CONTRACTOR SHALL SUBMIT A DETAILED SCHEDULE FOR EACH PHASE

REQUIRING A RUNWAY CLOSURE AND WORK EXPEDITIOUSLY TO

COMPLETE THE WORK AS AGREED.

8. ELECTRICAL DISTRIBUTION CONSTRUCTION SHALL BE PHASED AROUND A

CABLE CUTOVER SCHEDULED WITH THE GOVERNMENT IN ADVANCE TO

MINIMIZE THE AMOUNT TIME THE AIRFIELD LIGHTING SYSTEM IS NOT

OPERATION.

9. IT IS NOT ACCEPTABLE TO LEAVE OPEN TRENCHES OR EXCAVATIONS

WITHIN 100 FEET OF AN ACTIVE RUNWAY. IT IS NOT ACCEPTABLE TO

STORE EQUIPMENT OR MATERIALS WITHIN 100 FEET OF AN ACTIVE

RUNWAY. CAUTION MUST BE TAKEN TO AVOID CASTING DUST OR FOD ON

AN ACTIVE RUNWAY.

10. PLACE BARRICADES AT LOCATIONS SHOWN OR AS DIRECTED BY THE

AIRFIELD MANAGER.

11. BARRICADES ARE NOT TO BE PLACED CLOSER THAN 100' FROM AN

ACTIVE RUNWAY EDGE.

12. PLACE BARRICADES END-TO-END.

13. BARRICADES ARE CONTRACTOR PROVIDED PER 4/C-22.

14. THE CONTRACTOR SHALL RETAIN THE SERVICES OF A VACUUM-TYPE

STREET SWEEPER TO ENSURE ALL ADJACENT AIRFIELD PAVEMENTS ARE

COMPLETELY CLEAR OF FOD PRIOR TO REOPENING.

15. REGARDING ANY TEMPORARY CONSTRUCTION WATER CONNECTION, THE

CONTRACTOR SHALL USE A BACKFLOW PREVENTER, THE CONTRACTOR

PROCURE A 4-INCH QUICK RELEASE FIRE HYDRANT CAP, AND AT THE END

OF CONSTRUCTION THE CONTRACTOR SHALL REMOVE THE BACKFLOW

PREVENTER.

16. REGARDING THE NEED FOR ANY TEMPORARY CONSTRUCTION

ELECTRICAL POWER, THE CONTRACTOR SHALL CONTACT THE RIO

GRANDE ELECTRIC COOPERATIVE (RGEC).

G-1580'0 40'

SCALE IN FEET

D at e:

S ub m itt ed b y:

D es cr ip tio n

D at e A ct io n

R ev

DRAWING

NUMBER:

A

B

C

D

2 3 4 5

Fi le n am e:

P lo t d at e:

P lo t s ca le

S ym bo l

C :\U se rs

\c ur t.s m ith \D es kt op \A

E C

O M

P ro je ct s\

TW

B \D ra w in gs

\M X

D P

-1

3_

G -1 to

G -1

6.

tte d:

S un da y, J ul y

, 2

2:

:0

P

M b y S m ith

, C ur t

Tr ac ki ng

N o.

7/ 8/

M X

D P

-1

3_

G -1 to

G -1

6.

dw g

R E

P A

IR

T

A X

IW

A

Y B

R A

V O

LA

U

G H

LI

N

A

IR

F O

R C

E B

A S

E , T

E X

A S

TH

C O

N

TR

A C

TI

N

G F

LI

G

H T/

LG

C

B

A

LA

B

A M

A A

V E

, B

LD

G

LA

U

G H

LI

N

A

FB

, T E

X A

S

U R

S /A

E C

O M

P R

O

JE

C T

N U

M B

E R

: 6

P ro je ct

ID

M X

D P

6-

C on tra ct

N o:

FA

9-

-D

-0

FA

9-

-F -0

U R

S G

R O

U P

, I N

C

A M

B E

R G

LE

N

B

LV

D

A U

S

TI

N , T

E X

A S

2-

9-

TE

X A

S P

E F

IR

M

F -1

E X

P

1/

/2

D es ig ne d by

D ra w n by

C S

R ev ie w ed b y:

W

G

EX SIGN

"ACTIVE RW

CONTACT TOWER

BEFORE PROCEEDING" -

TYP OF BOTH SIDES

EX SIGN

"ACTIVE RW

CONTACT TOWER

BEFORE PROCEEDING" -

TYP OF BOTH SIDES

P H

A S

E

P

A V

IN

G

A N

D E

D G

E L

IG

H

TI

N

G (C

E N

TE

R

R U

N W

A Y

C

LO

S E

D

PHASE 5 - PAVING AND

EDGE LIGHTING

(CENTER RW CLOSED)

C M

LOW LEVEL BARRICADE

PHASE BOUNDARY

LEGEND

APPROX GRADING LIMITS

C-22

HAUL ROUTE

PERIOD OF PERFORMANCE BY PHASE

PHASE 0 90 DAYS

PHASE 1 14 DAYS

PHASE 2 14 DAYS

PHASE 3 5 DAYS

PHASE 4 60 DAYS

PHASE 5 45 DAYS

PHASE 6 45 DAYS

SCHEDULED RUNWAY CLOSURE

NOTES

1. CROSSING AN ACTIVE RUNWAY EDGE OR BEING WITHIN 100 FEET FROM

AN ACTIVE RUNWAY WITHOUT SPECIFIC AUTHORIZATION IS A SERIOUS

OFFENCE WHICH MAY RESULT IN SEVERE PENALTIES LEVIED BY THE

GOVERNMENT REGARDLESS OF THE CIRCUMSTANCES. THE

CONTRACTOR WILL BE HELD ACCOUNTABLE FOR THE ACTIONS OF

SUBCONTRACTORS AND SUPPLIERS. THE CONTRACTOR SHALL ADVISE

ALL TRUCK DRIVERS MAKING DELIVERIES TO THE PROJECT SITE TO

FOLLOW DESIGNATED HAUL ROUTES AND MAINTAIN SITUATIONAL

AWARENESS AT ALL TIMES.

2. STANDARD WORK HOURS ARE 7:30 AM TO 4:30 PM, MONDAY THROUGH

FRIDAY. IF THE CONTRACTOR MUST WORK OUTSIDE THESE HOURS,

ARRANGEMENTS MUST BE MADE WITH THE CONTRACTING OFFICER ONE

WEEK IN ADVANCE. REFER TO SECTION 01-4.

3. FLYING HOURS ARE 7:30 AM TO 8:00 PM MONDAY THROUGH FRIDAY, 3:00

PM TO 7:00 PM ON SUNDAY, AND CERTAIN EVENINGS. REFER TO SECTION

01-4.

4. THE WORK IN PHASES 2, 3, 5 AND 6 MUST BE ACCOMPLISHED OUTSIDE OF

FLYING HOURS OR DURING A RUNWAY CLOSURE SCHEDULED WITH THE

CONTRACTOR THREE WEEKS IN ADVANCE.

5. WORK IN PHASES 2, 3, 5 AND 6 IS PERMITTED 24 HOURS PER DAY, 7 DAYS

PER WEEK IF THE CORRESPONDING RUNWAY'S CLOSED.

6. BIDDERS SHOULD ASSUME THAT ALL PHASES WILL BE SEQUENTIAL AND

NO PHASES WILL BE CONCURRENT.

7. TIME IS OF THE ESSENCE DURING A RUNWAY CLOSURE. THE

CONTRACTOR SHALL SUBMIT A DETAILED SCHEDULE FOR EACH PHASE

REQUIRING A RUNWAY CLOSURE AND WORK EXPEDITIOUSLY TO

COMPLETE THE WORK AS AGREED.

8. ELECTRICAL DISTRIBUTION CONSTRUCTION SHALL BE PHASED AROUND A

CABLE CUTOVER SCHEDULED WITH THE GOVERNMENT IN ADVANCE TO

MINIMIZE THE AMOUNT TIME THE AIRFIELD LIGHTING SYSTEM IS NOT

OPERATION.

9. IT IS NOT ACCEPTABLE TO LEAVE OPEN TRENCHES OR EXCAVATIONS

WITHIN 100 FEET OF AN ACTIVE RUNWAY. IT IS NOT ACCEPTABLE TO

STORE EQUIPMENT OR MATERIALS WITHIN 100 FEET OF AN ACTIVE

RUNWAY. CAUTION MUST BE TAKEN TO AVOID CASTING DUST OR FOD ON

AN ACTIVE RUNWAY.

10. PLACE BARRICADES AT LOCATIONS SHOWN OR AS DIRECTED BY THE

AIRFIELD MANAGER.

11. BARRICADES ARE NOT TO BE PLACED CLOSER THAN 100' FROM AN

ACTIVE RUNWAY EDGE.

12. PLACE BARRICADES END-TO-END.

13. BARRICADES ARE CONTRACTOR PROVIDED PER 4/C-22.

14. THE CONTRACTOR SHALL RETAIN THE SERVICES OF A VACUUM-TYPE

STREET SWEEPER TO ENSURE ALL ADJACENT AIRFIELD PAVEMENTS ARE

COMPLETELY CLEAR OF FOD PRIOR TO REOPENING.

15. REGARDING ANY TEMPORARY CONSTRUCTION WATER CONNECTION, THE

CONTRACTOR SHALL USE A BACKFLOW PREVENTER, THE CONTRACTOR

PROCURE A 4-INCH QUICK RELEASE FIRE HYDRANT CAP, AND AT THE END

OF CONSTRUCTION THE CONTRACTOR SHALL REMOVE THE BACKFLOW

PREVENTER.

16. REGARDING THE NEED FOR ANY TEMPORARY CONSTRUCTION

G-1680'0 40'

SCALE IN FEET

D at e:

S ub m itt ed b y:

D es cr ip tio n

D at e A ct io n

R ev

DRAWING

NUMBER:

A

B

C

D

2 3 4 5

Fi le n am e:

P lo t d at e:

P lo t s ca le

S ym bo l

C :\U se rs

\c ur t.s m ith \D es kt op \A

E C

O M

P ro je ct s\

TW

B \D ra w in gs

\M X

D P

-1

3_

G -1 to

G -1

6.

tte d:

S un da y, J ul y

, 2

2:

:1

P

M b y S m ith

, C ur t

Tr ac ki ng

N o.

7/ 8/

M X

D P

-1

3_

G -1 to

G -1

6.

dw g

R E

P A

IR

T

A X

IW

A

Y B

R A

V O

LA

U

G H

LI

N

A

IR

F O

R C

E B

A S

E , T

E X

A S

TH

C O

N

TR

A C

TI

N

G F

LI

G

H T/

LG

C

B

A

LA

B

A M

A A

V E

, B

LD

G

LA

U

G H

LI

N

A

FB

, T E

X A

S

U R

S /A

E C

O M

P R

O

JE

C T

N U

M B

E R

: 6

P ro je ct

ID

M X

D P

6-

C on tra ct

N o:

FA

9-

-D

-0

FA

9-

-F -0

U R

S G

R O

U P

, I N

C

A M

B E

R G

LE

N

B

LV

D

A U

S

TI

N , T

E X

A S

2-

9-

TE

X A

S P

E F

IR

M

F -1

E X

P

1/

/2

D es ig ne d by

D ra w n by

C S

R ev ie w ed b y:

W

G

LOW LEVEL BARRICADE

PHASE BOUNDARY

LEGEND

EX SIGN

"ACTIVE RW

CONTACT TOWER

BEFORE PROCEEDING" -

TYP OF BOTH SIDES

EX SIGN

"ACTIVE RW

CONTACT TOWER

BEFORE PROCEEDING" -

TYP OF BOTH SIDES

APPROX GRADING LIMITS

C-22

P H

A S

E

P

A V

IN

G

A N

D E

D G

E L

IG

H

TI

N

G (O

U

TS

ID

E

R U

N W

A Y

C

LO

S E

D

PHASE 6 - PAVING AND

EDGE LIGHTING

(OUTSIDE RW CLOSED)

C M

HAUL ROUTE

PERIOD OF PERFORMANCE BY PHASE

PHASE 0 90 DAYS

PHASE 1 14 DAYS

PHASE 2 14 DAYS

PHASE 3 5 DAYS

PHASE 4 60 DAYS

PHASE 5 45 DAYS

PHASE 6 45 DAYS

SCHEDULED RUNWAY CLOSURE

NOTES

1. CROSSING AN ACTIVE RUNWAY EDGE OR BEING WITHIN 100 FEET FROM

AN ACTIVE RUNWAY WITHOUT SPECIFIC AUTHORIZATION IS A SERIOUS

OFFENCE WHICH MAY RESULT IN SEVERE PENALTIES LEVIED BY THE

GOVERNMENT REGARDLESS OF THE CIRCUMSTANCES. THE

CONTRACTOR WILL BE HELD ACCOUNTABLE FOR THE ACTIONS OF

SUBCONTRACTORS AND SUPPLIERS. THE CONTRACTOR SHALL ADVISE

ALL TRUCK DRIVERS MAKING DELIVERIES TO THE PROJECT SITE TO

FOLLOW DESIGNATED HAUL ROUTES AND MAINTAIN SITUATIONAL

AWARENESS AT ALL TIMES.

2. STANDARD WORK HOURS ARE 7:30 AM TO 4:30 PM, MONDAY THROUGH

FRIDAY. IF THE CONTRACTOR MUST WORK OUTSIDE THESE HOURS,

ARRANGEMENTS MUST BE MADE WITH THE CONTRACTING OFFICER ONE

WEEK IN ADVANCE. REFER TO SECTION 01-4.

3. FLYING HOURS ARE 7:30 AM TO 8:00 PM MONDAY THROUGH FRIDAY, 3:00

PM TO 7:00 PM ON SUNDAY, AND CERTAIN EVENINGS. REFER TO SECTION

01-4.

4. THE WORK IN PHASES 2, 3, 5 AND 6 MUST BE ACCOMPLISHED OUTSIDE OF

FLYING HOURS OR DURING A RUNWAY CLOSURE SCHEDULED WITH THE

CONTRACTOR THREE WEEKS IN ADVANCE.

5. WORK IN PHASES 2, 3, 5 AND 6 IS PERMITTED 24 HOURS PER DAY, 7 DAYS

PER WEEK IF THE CORRESPONDING RUNWAY'S CLOSED.

6. BIDDERS SHOULD ASSUME THAT ALL PHASES WILL BE SEQUENTIAL AND

NO PHASES WILL BE CONCURRENT.

7. TIME IS OF THE ESSENCE DURING A RUNWAY CLOSURE. THE

CONTRACTOR SHALL SUBMIT A DETAILED SCHEDULE FOR EACH PHASE

REQUIRING A RUNWAY CLOSURE AND WORK EXPEDITIOUSLY TO

COMPLETE THE WORK AS AGREED.

8. ELECTRICAL DISTRIBUTION CONSTRUCTION SHALL BE PHASED AROUND A

CABLE CUTOVER SCHEDULED WITH THE GOVERNMENT IN ADVANCE TO

MINIMIZE THE AMOUNT TIME THE AIRFIELD LIGHTING SYSTEM IS NOT

OPERATION.

9. IT IS NOT ACCEPTABLE TO LEAVE OPEN TRENCHES OR EXCAVATIONS

WITHIN 100 FEET OF AN ACTIVE RUNWAY. IT IS NOT ACCEPTABLE TO

STORE EQUIPMENT OR MATERIALS WITHIN 100 FEET OF AN ACTIVE

RUNWAY. CAUTION MUST BE TAKEN TO AVOID CASTING DUST OR FOD ON

AN ACTIVE RUNWAY.

10. PLACE BARRICADES AT LOCATIONS SHOWN OR AS DIRECTED BY THE

AIRFIELD MANAGER.

11. BARRICADES ARE NOT TO BE PLACED CLOSER THAN 100' FROM AN

ACTIVE RUNWAY EDGE.

12. PLACE BARRICADES END-TO-END.

13. BARRICADES ARE CONTRACTOR PROVIDED PER 4/C-22.

14. THE CONTRACTOR SHALL RETAIN THE SERVICES OF A VACUUM-TYPE

STREET SWEEPER TO ENSURE ALL ADJACENT AIRFIELD PAVEMENTS ARE

COMPLETELY CLEAR OF FOD PRIOR TO REOPENING.

15. REGARDING ANY TEMPORARY CONSTRUCTION WATER CONNECTION, THE

CONTRACTOR SHALL USE A BACKFLOW PREVENTER, THE CONTRACTOR

PROCURE A 4-INCH QUICK RELEASE FIRE HYDRANT CAP, AND AT THE END

OF CONSTRUCTION THE CONTRACTOR SHALL REMOVE THE BACKFLOW

PREVENTER.

16. REGARDING THE NEED FOR ANY TEMPORARY CONSTRUCTION

600'0 300'

SCALE IN FEET

V-01

S U

R V

E Y

C O

N

TR

O L

P

LA

N

LEGEND

NOTES

1. EXISTING FIELD SURVEYS FOR THE

PROJECT AREA WERE PERFORMED BY

MCGRAY & MCGRAY IN OCTOBER 2017.

2. THE HORIZONTAL CONTROL ON THIS

PROJECT IS TIED TO THE NAD 83/93,

TEXAS SOUTH CENTRAL ZONE, US

SURVEY FEET.

3. THE VERTICAL CONTROL IS TIED TO THE

NAVD 88.

SURVEY BENCHMARK

PROJECT SURVEY CONTROL DATA

BENCHMARK NO. NORTHING EASTING ELEVATION

CP-13 13,683,448.988 1,399,778.353 1,068.03

CP-13C 13,685,493.719 1,399,075.905 1,082.04

CP-13R 13,684,900.564 1,398,951.335 1,076.99

CP-14 13,681,450.110 1,401,688.631 1,079.18

D at e:

S ub m itt ed b y:

D es cr ip tio n

D at e A ct io n

R ev

DRAWING

NUMBER:

A

B

C

D

2 3 4 5

Fi le n am e:

P lo t d at e:

P lo t s ca le

S ym bo l

C :\U se rs

\c ur t.s m ith \D es kt op \A

E C

O M

P ro je ct s\

TW

B \D ra w in gs

\M X

D P

-1

3_

V -0

1.

tte d:

S un da y, J ul y

, 2

2:

:2

P

M b y Sm ith , C ur t

Tr ac ki ng

N o.

7/ 8/

M X

D P

-1

3_

V -0

1.

dw g

R E

P A

IR

T

A X

IW

A

Y B

R A

V O

LA

U

G H

LI

N

A

IR

F O

R C

E B

A S

E , T

E X

A S

TH

C O

N

TR

A C

TI

N

G F

LI

G

H T/

LG

C

B

A

LA

B

A M

A A

V E

, B

LD

G

LA

U

G H

LI

N

A

FB

, T E

X A

S

U R

S /A

E C

O M

P R

O

JE

C T

N U

M B

E R

: 6

P ro je ct

ID

M X

D P

6-

C on tra ct

N o:

FA

9-

-D

-0

FA

9-

-F -0

U R

S G

R O

U P

, I N

C

A M

B E

R G

LE

N

B

LV

D

A U

S

TI

N , T

E X

A S

2-

9-

TE

X A

S P

E F

IR

M

F -1

E X

P

1/

/2

D es ig ne d by

D ra w n by

C S

R ev ie w ed b y:

W

G

SCALE IN FEET

B-01

S O

IL

B

O R

IN

G

L O

C A

TI

O

N P

LA

N

D at e:

S ub m itt ed b y:

D es cr ip tio n

D at e A ct io n

R ev

DRAWING

NUMBER:

A

B

C

D

2 3 4 5

Fi le n am e:

P lo t d at e:

P lo t s ca le

S ym bo l

C :\U se rs

\c ur t.s m ith \D es kt op \A

E C

O M

P ro je ct s\

TW

B \D ra w in gs

\M X

D P

-1

3_

B -0

1.

tte d:

S un da y, J ul y

, 2

2:

:4

P

M b y Sm ith , C ur t

Tr ac ki ng

N o.

7/ 8/

M X

D P

-1

3_

B -0

1.

dw g

R E

P A

IR

T

A X

IW

A

Y B

R A

V O

LA

U

G H

LI

N

A

IR

F O

R C

E B

A S

E , T

E X

A S

TH

C O

N

TR

A C

TI

N

G F

LI

G

H T/

LG

C

B

A

LA

B

A M

A A

V E

, B

LD

G

LA

U

G H

LI

N

A

FB

, T E

X A

S

U R

S /A

E C

O M

P R

O

JE

C T

N U

M B

E R

: 6

P ro je ct

ID

M X

D P

6-

C on tra ct

N o:

FA

9-

-D

-0

FA

9-

-F -0

U R

S G

R O

U P

, I N

C

A M

B E

R G

LE

N

B

LV

D

A U

S

TI

N , T

E X

A S

2-

9-

TE

X A

S P

E F

IR

M

F -1

E X

P

1/

/2

D es ig ne d by

D ra w n by

C S

R ev ie w ed b y:

W

G

KEY PLAN

SCALE 1"=4000'

B-02

S O

IL

B

O R

IN

G

L O

G S

D at e:

S ub m itt ed b y:

D es cr ip tio n

D at e A ct io n

R ev

DRAWING

NUMBER:

A

B

C

D

2 3 4 5

Fi le n am e:

P lo t d at e:

P lo t s ca le

S ym bo l

C :\U se rs

\c ur t.s m ith \D es kt op \A

E C

O M

P ro je ct s\

TW

B \D ra w in gs

\M X

D P

-1

3_

B -0

2.

tte d:

S un da y, J ul y

, 2

2:

:4

P

M b y Sm ith , C ur t

Tr ac ki ng

N o.

7/ 8/

M X

D P

-1

3_

B -0

2.

dw g

R E

P A

IR

T

A X

IW

A

Y B

R A

V O

LA

U

G H

LI

N

A

IR

F O

R C

E B

A S

E , T

E X

A S

TH

C O

N

TR

A C

TI

N

G F

LI

G

H T/

LG

C

B

A

LA

B

A M

A A

V E

, B

LD

G

LA

U

G H

LI

N

A

FB

, T E

X A

S

U R

S /A

E C

O M

P R

O

JE

C T

N U

M B

E R

: 6

P ro je ct

ID

M X

D P

6-

C on tra ct

N o:

FA

9-

-D

-0

FA

9-

-F -0

U R

S G

R O

U P

, I N

C

A M

B E

R G

LE

N

B

LV

D

A U

S

TI

N , T

E X

A S

2-

9-

TE

X A

S P

E F

IR

M

F -1

E X

P

1/

/2

D es ig ne d by

D ra w n by

C S

R ev ie w ed b y:

W

G

SCALE IN FEET

C-01

E X

IS

TI

N G

C O

N D

IT

IO

N S

P

LA

N

D at e:

S ub m itt ed b y:

D es cr ip tio n

D at e A ct io n

R ev

DRAWING

NUMBER:

A

B

C

D

2 3 4 5

Fi le n am e:

P lo t d at e:

P lo t s ca le

S ym bo l

C :\U se rs

\c ur t.s m ith \D es kt op \A

E C

O M

P ro je ct s\

TW

B \D ra w in gs

\M X

D P

-1

3_

C -0

1.

tte d:

S un da y, J ul y

, 2

2:

:1

P

M b y Sm ith , C ur t

Tr ac ki ng

N o.

7/ 8/

M X

D P

-1

3_

C -0

1.

dw g

R E

P A

IR

T

A X

IW

A

Y B

R A

V O

LA

U

G H

LI

N

A

IR

F O

R C

E B

A S

E , T

E X

A S

TH

C O

N

TR

A C

TI

N

G F

LI

G

H T/

LG

C

B

A

LA

B

A M

A A

V E

, B

LD

G

LA

U

G H

LI

N

A

FB

, T E

X A

S

U R

S /A

E C

O M

P R

O

JE

C T

N U

M B

E R

: 6

P ro je ct

ID

M X

D P

6-

C on tra ct

N o:

FA

9-

-D

-0

FA

9-

-F -0

U R

S G

R O

U P

, I N

C

A M

B E

R G

LE

N

B

LV

D

A U

S

TI

N , T

E X

A S

2-

9-

TE

X A

S P

E F

IR

M

F -1

E X

P

1/

/2

D es ig ne d by

D ra w n by

C S

R ev ie w ed b y:

W

G

KEY PLAN

SCALE 1"=4000'

EX ELECT VAULT

EX ELECT VAULT

EX PAD MOUNTED SWITCH

EX STORM INLET

FL=1066.94

EX STORM INLET

FL (NE)=1065.80

FL (SE)=1064.23

EX STORM INLET

FL=1062.81

EX ELECT VAULT

EX ELECT VAULT

EX RUNWAY RDR SIGN

EX SIGN

"ACTIVE RW

CONTACT TOWER

BEFORE PROCEEDING" -

TYP OF BOTH SIDES

EX SIGN

"ACTIVE RW

CONTACT TOWER

BEFORE PROCEEDING" -

TYP OF BOTH SIDES

EX 18" RCP

EX 18" RCP

NOTE

1. REFER TO ELECTRICAL PLANS FOR WORK

ON ELECTRIC DISTRIBUTION AND EDGE

LIGHTING.

SCALE IN FEET

C-02

TE

M

P O

R A

R Y

S

TO

R M

W A

TE

R

P O

LL

U

TI

O

N P

R E

V E

N

TI

O N

P

LA

N

D at e:

S ub m itt ed b y:

D es cr ip tio n

D at e A ct io n

R ev

DRAWING

NUMBER:

A

B

C

D

2 3 4 5

Fi le n am e:

P lo t d at e:

P lo t s ca le

S ym bo l

C :\U se rs

\c ur t.s m ith \D es kt op \A

E C

O M

P ro je ct s\

TW

B \D ra w in gs

\M X

D P

-1

3_

C -0

2.

tte d:

S un da y, J ul y

, 2

2:

:2

P

M b y Sm ith , C ur t

Tr ac ki ng

N o.

7/ 8/

M X

D P

-1

3_

C -0

2.

dw g

R E

P A

IR

T

A X

IW

A

Y B

R A

V O

LA

U

G H

LI

N

A

IR

F O

R C

E B

A S

E , T

E X

A S

TH

C O

N

TR

A C

TI

N

G F

LI

G

H T/

LG

C

B

A

LA

B

A M

A A

V E

, B

LD

G

LA

U

G H

LI

N

A

FB

, T E

X A

S

U R

S /A

E C

O M

P R

O

JE

C T

N U

M B

E R

: 6

P ro je ct

ID

M X

D P

6-

C on tra ct

N o:

FA

9-

-D

-0

FA

9-

-F -0

U R

S G

R O

U P

, I N

C

A M

B E

R G

LE

N

B

LV

D

A U

S

TI

N , T

E X

A S

2-

9-

TE

X A

S P

E F

IR

M

F -1

E X

P

1/

/2

D es ig ne d by

D ra w n by

C S

R ev ie w ed b y:

W

G

KEY PLAN

SCALE 1"=4000'

LEGEND NOTES

1. DETAILED STORMWATER POLLUTION

PREVENTION PLAN TO BE PREPARED BY

THE CONTRACTOR AS PART OF THE TCEQ

TPDES CGP TXR150000 APPLICATION.

2. PLACEMENT OF STORMWATER BEST

MANAGEMENT PRACTICES (BMP) DEVICES

IS SCHEMATIC ONLY.

3. TYPE OF BEST MANAGEMENT PRACTICES

(BMP) DEVICES IS SUGGESTED ONLY.

4. TEMPORARY EROSION CONTROL DEVICES

ARE TO BE SECURED AND ROUTINELY

INSPECTED.

5. ADDITIONAL EROSION CONTROL DEVICES,

BEYOND THE INITIAL DEVICES DEPICTED

ON THIS PLAN, MUST BE ADDED AS

CONSTRUCTION PROGRESSES, SUCH AS

DITCH CHECKS IN SWALES, ETC.

6. EROSION CONTROL MATTING IN SWALES IS

SUGGESTED.

SILT FENCE/

STRAW WATTLE

1 2

C-22C-22

SILT FENCE PEN

OR SEDIMENT SOCK

3 OR 5

C-22

EX STORM INLET

FL=1066.94

INSTALL SILT FENCE PEN

OR SEDIMENT SOCK

EX STORM INLET

FL (NE)=1065.80

FL (SE)=1064.23

INSTALL SILT FENCE PEN

OR SEDIMENT SOCK

EX STORM INLET

FL=1062.81

INSTALL SILT FENCE PEN

OR SEDIMENT SOCK

APPROX

GRADING LIMITS

DO NOT PLACE

TEMP EROSION CONTROL

DEVICES WITHIN 100'

OF THE EDGE OF RW

DO NOT PLACE

TEMP EROSION CONTROL

DEVICES WITHIN 100'

OF THE EDGE OF RW

APPROX GRADING LIMITS

C-22

C-22 C-22

INSTALL SILT FENCE

IN DITCH CHECK

CONFIGURATION

AFTER GRADING - TYP

C M

3 OR 5

3 OR 5 3 OR 5

SCALE IN FEET

C-03

D E

M O

LI

TI

O N

P

LA

N

D at e:

S ub m itt ed b y:

D es cr ip tio n

D at e A ct io n

R ev

DRAWING

NUMBER:

A

B

C

D

2 3 4 5

Fi le n am e:

P lo t d at e:

P lo t s ca le

S ym bo l

C :\U se rs

\c ur t.s m ith \D es kt op \A

E C

O M

P ro je ct s\

TW

B \D ra w in gs

\M X

D P

-1

3_

C -0

3.

tte d:

S un da y, J ul y

, 2

8:

:1

P

M b y Sm ith , C ur t

Tr ac ki ng

N o.

7/ 8/

M X

D P

-1

3_

C -0

3.

dw g

R E

P A

IR

T

A X

IW

A

Y B

R A

V O

LA

U

G H

LI

N

A

IR

F O

R C

E B

A S

E , T

E X

A S

TH

C O

N

TR

A C

TI

N

G F

LI

G

H T/

LG

C

B

A

LA

B

A M

A A

V E

, B

LD

G

LA

U

G H

LI

N

A

FB

, T E

X A

S

U R

S /A

E C

O M

P R

O

JE

C T

N U

M B

E R

: 6

P ro je ct

ID

M X

D P

6-

C on tra ct

N o:

FA

9-

-D

-0

FA

9-

-F -0

U R

S G

R O

U P

, I N

C

A M

B E

R G

LE

N

B

LV

D

A U

S

TI

N , T

E X

A S

2-

9-

TE

X A

S P

E F

IR

M

F -1

E X

P

1/

/2

D es ig ne d by

D ra w n by

C S

R ev ie w ed b y:

W

G

KEY PLAN

SCALE 1"=4000'

LEGEND

ASPH PVMT DEMOLITION

(APPROX 5" HMA WITH APPROX 11" AGG BASE)

NOTES

1. SUBMIT WASTE DISPOSAL PLAN TO THE

GOVERNMENT FOR APPROVAL PRIOR TO

DEMOLITION.

EX ELECT VAULT -

SEE ELECT DEMO PLAN

EX ELECT VAULT -

SEE ELECT DEMO PLAN

EX PAD MOUNTED

SWITCH - SEE ELECT

DEMO PLAN

EX STORM INLET - TBR

FL=1066.94

EX STORM INLET - TBR

FL (NE)=1065.80

FL (SE)=1064.23

EX STORM INLET - UIP

FL=1062.81

EX ELECT VAULT -

SEE ELECT DEMO PLAN

EX RW RDR SIGN -

SEE ELECT DEMO PLAN

EX ELECT VAULT -

SEE ELECT DEMO PLAN

SALVAGE EX CUSTOM STOP SIGN,

POSTS AND MOUNTING HARDWARE

AND DELIVER TO GOVT. REMOVE

AND DISPOSE OF EX CONC PAD.

TYP OF BOTH SIDES.

EX 18" RCP - TBR

(THIS REACH ONLY)

EX 18" RCP - UIP

PROTECT

SAWCUT EX RW PVMT

FULL DEPTH 10 FEET FROM

EDGE TO ACCOMMODATE

TRANSITION SECTION

(TYP OF BOTH RUNWAYS)

SALVAGE EX CUSTOM STOP SIGN,

POSTS AND MOUNTING HARDWARE

AND DELIVER TO GOVT. REMOVE

AND DISPOSE OF EX CONC PAD.

TYP OF BOTH SIDES.

C M

EX RW EDGE LIGHTS (TYP) -

SEE ELECT DEMO PLAN

EX RW EDGE LIGHTS (TYP) -

SEE ELECT DEMO PLAN

SCALE IN FEET

C-04

G E

O M

E

TR

Y

P A

V

IN

G P

LA

N

D at e:

S ub m itt ed b y:

D es cr ip tio n

D at e A ct io n

R ev

DRAWING

NUMBER:

A

B

C

D

2 3 4 5

Fi le n am e:

P lo t d at e:

P lo t s ca le

S ym bo l

C :\U se rs

\c ur t.s m ith \D es kt op \A

E C

O M

P ro je ct s\

TW

B \D ra w in gs

\M X

D P

-1

3_

C -0

4.

tte d:

S un da y, J ul y

, 2

2:

:5

P

M b y Sm ith , C ur t

Tr ac ki ng

N o.

7/ 8/

M X

D P

-1

3_

C -0

4.

dw g

R E

P A

IR

T

A X

IW

A

Y B

R A

V O

LA

U

G H

LI

N

A

IR

F O

R C

E B

A S

E , T

E X

A S

TH

C O

N

TR

A C

TI

N

G F

LI

G

H T/

LG

C

B

A

LA

B

A M

A A

V E

, B

LD

G

LA

U

G H

LI

N

A

FB

, T E

X A

S

U R

S /A

E C

O M

P R

O

JE

C T

N U

M B

E R

: 6

P ro je ct

ID

M X

D P

6-

C on tra ct

N o:

FA

9-

-D

-0

FA

9-

-F -0

U R

S G

R O

U P

, I N

C

A M

B E

R G

LE

N

B

LV

D

A U

S

TI

N , T

E X

A S

2-

9-

TE

X A

S P

E F

IR

M

F -1

E X

P

1/

/2

D es ig ne d by

D ra w n by

C S

R ev ie w ed b y:

W

G

KEY PLAN

SCALE 1"=4000'

LEGEND

CONC PVMT

NOTES

1. REFER TO DRAWING C-05 FOR GRADING

PLAN & PROFILE AND C-07 FOR DRAINAGE

PLAN & PROFILE.

2. REFER TO DRAWING C-13 FOR TYPICAL

PAVEMENT SECTIONS.

ASPH PVMT

C-19

C-19

C-13

C-13

SCALE IN FEET

C-05

G R

A D

IN

G

P

LA

N

P R

O

FI

LE

D at e:

S ub m itt ed b y:

D es cr ip tio n

D at e A ct io n

R ev

DRAWING

NUMBER:

A

B

C

D

2 3 4 5

Fi le n am e:

P lo t d at e:

P lo t s ca le

S ym bo l

C :\U se rs

\c ur t.s m ith \D es kt op \A

E C

O M

P ro je ct s\

TW

B \D ra w in gs

\M X

D P

-1

3_

C -0

5.

tte d:

S un da y, J ul y

, 2

2:

:1

P

M b y Sm ith , C ur t

Tr ac ki ng

N o.

7/ 8/

M X

D P

-1

3_

C -0

5.

dw g

R E

P A

IR

T

A X

IW

A

Y B

R A

V O

LA

U

G H

LI

N

A

IR

F O

R C

E B

A S

E , T

E X

A S

TH

C O

N

TR

A C

TI

N

G F

LI

G

H T/

LG

C

B

A

LA

B

A M

A A

V E

, B

LD

G

LA

U

G H

LI

N

A

FB

, T E

X A

S

U R

S /A

E C

O M

P R

O

JE

C T

N U

M B

E R

: 6

P ro je ct

ID

M X

D P

6-

C on tra ct

N o:

FA

9-

-D

-0

FA

9-

-F -0

U R

S G

R O

U P

, I N

C

A M

B E

R G

LE

N

B

LV

D

A U

S

TI

N , T

E X

A S

2-

9-

TE

X A

S P

E F

IR

M

F -1

E X

P

1/

/2

D es ig ne d by

D ra w n by

C S

R ev ie w ed b y:

W

G

10'0 5'

VERT: SCALE IN FEET

80'0 40'

HORIZ: SCALE IN FEET

C M

NOTES

1. SEED ALL DISTURBED AREAS AFTER GRADING

IS COMPLETE PER SECTION 32 92 19.

2. PROVIDE 1.5-INCH DROP AT OUTSIDE EDGE OF

SHOULDER PER TYPICAL SECTION.

SCALE IN FEET

C-06

A C

C E

S S

R O

A D

P

LA

N

P R

O

FI

LE

D at e:

S ub m itt ed b y:

D es cr ip tio n

D at e A ct io n

R ev

DRAWING

NUMBER:

A

B

C

D

2 3 4 5

Fi le n am e:

P lo t d at e:

P lo t s ca le

S ym bo l

C :\U se rs

\c ur t.s m ith \D es kt op \A

E C

O M

P ro je ct s\

TW

B \D ra w in gs

\M X

D P

-1

3_

C -0

6.

tte d:

S un da y, J ul y

, 2

2:

:2

P

M b y Sm ith , C ur t

Tr ac ki ng

N o.

7/ 8/

M X

D P

-1

3_

C -0

6.

dw g

R E

P A

IR

T

A X

IW

A

Y B

R A

V O

LA

U

G H

LI

N

A

IR

F O

R C

E B

A S

E , T

E X

A S

TH

C O

N

TR

A C

TI

N

G F

LI

G

H T/

LG

C

B

A

LA

B

A M

A A

V E

, B

LD

G

LA

U

G H

LI

N

A

FB

, T E

X A

S

U R

S /A

E C

O M

P R

O

JE

C T

N U

M B

E R

: 6

P ro je ct

ID

M X

D P

6-

C on tra ct

N o:

FA

9-

-D

-0

FA

9-

-F -0

U R

S G

R O

U P

, I N

C

A M

B E

R G

LE

N

B

LV

D

A U

S

TI

N , T

E X

A S

2-

9-

TE

X A

S P

E F

IR

M

F -1

E X

P

1/

/2

D es ig ne d by

D ra w n by

C S

R ev ie w ed b y:

W

G

10'0 5'

VERT: SCALE IN FEET

80'0 40'

HORIZ: SCALE IN FEET

SCALE IN FEET

C-07

D…