Atch_1a_Allied_Support_T-1_Sunshades_100__Design_Submittal.pdf

7 August 2018

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SG-00 COVER SHEET & DRAWING LIST

G-01 GENERAL NOTES & ABBREVIATIONS

G-02 CONTRACT LAYOUT PLAN

G-03 TEMPORARY TRAFFIC CONTROL PLAN - PHASE 1

G-04 TEMPORARY TRAFFIC CONTROL PLAN - PHASE 2

V-01 SURVEY CONTROL PLAN

C-01 EXISTING CONDITIONS PLAN

C-02 DEMOLITION PLAN - FIRST STREET

C-03 DEMOLITION PLAN - ROWS "T" & "S"

C-04 DEMOLITION PLAN - ROWS "R" & "Q"

C-05 DEMOLITION PLAN - ROW "P" & TAXIWAY "G"

C-06 GEOMETRY, PAVING AND JOINTING PLAN - FIRST STREET

C-07 GEOMETRY, PAVING AND JOINTING PLAN - ROWS "T" & "S"

C-08 GEOMETRY, PAVING AND JOINTING PLAN - ROWS "R" & "Q"

C-09 GEOMETRY, PAVING AND JOINTING PLAN - ROW "P"

C-10 PAVEMENT MARKING PLAN

C-11 GPU PAD DETAILS

C-12 MISCELLANEOUS DETAILS 1/2

C-13 MISCELLANEOUS DETAILS 2/2

C-14 JOINT DETAILS 1/2

C-15 JOINT DETAILS 2/2

C-16 CONCEPTUAL FUTURE SUNSHADE PLAN AND ELEVATION

E-01 GENERAL NOTES, ABBREVIATIONS & SCOPE OF WORK

E-02 EXISTING CONDITIONS PLAN

E-03 ELECTRICAL DEMOLITION PLAN - FIRST STREET

E-04 ELECTRICAL DEMOLITION PLAN - ROWS "T" & "S"

E-05 ELECTRICAL DEMOLITION PLAN - ROWS "R" & "Q"

E-06 ELECTRICAL DEMOLITION PLAN - ROW "P"

E-07 ELECTRICAL PLAN - FIRST STREET

E-08 ELECTRICAL PLAN - ROWS "T" & "S"

E-09 ELECTRICAL PLAN - ROWS "R" & "Q"

E-10 ELECTRICAL PLAN - ROW "P"

E-11 DUCT BANK DETAILS

E-12 JUNCTION CAN DETAILS

E-13 GPU DISTRIBUTION ONE LINE DIAGRAM

DRAWING LIST

ALLIED SUPPORT T-1A SUNSHADES

LAUGHLIN AIR FORCE BASE, TEXAS

PROJECT ID: MXDP 17-1007

CONTRACT NO: FA3099-13-D-0001 / FA3099-17-F-0033

100% SUBMITTAL

09/07/2018

4000'0 2000'

SCALE IN FEET

N

LOCATION MAP

PROJECT LOCATION

G-00

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LAUGHLIN AIR FORCE BASE, TEXAS

CIVIL

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ELECTRICAL

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DETAIL OR SECTION

IDENTIFICATION

NUMBER

SHEET ON WHICH

DETAIL OR SECTION

OF THE CONDITION IS

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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

AF AIR FORCE

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

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

COR CONTRACTING OFFICER

REPRESENTATIVE

CT CURRENT TRANSFORMER

CTR CENTER

CYL CYLINDER

D ISLAND

DAT DATUM

DBL DOUBLE

DCJ DOWELED CONSTRUCTION JOINT

DCJT DUMMY CONTROL JOINT

DD DIRECTIONAL DRILL

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)

EW EACH WAY

EX EXISTING

EXP EXPANSION

EXP BT EXPANSION BOLT

EXP JT EXPANSION JOINT

EXT EXTINGUISHER

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

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

LAFB LAUGHLIN AIR FORCE BASE

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

MUTCD MANUAL OF UNIFORM TRAFFIC

CONTROL DEVICES

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

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

T THICKNESS

T&B TOP AND BOTTOM

TBD TO BE DETERMINED

TBR TO BE REMOVED

TE THICKENED EDGE

TEMP TEMPORARY

TL TAXI LANE

TW TAXIWAY

TYP TYPICAL

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

C-05

C-05

DETAIL OR SECTION

IDENTIFICATION

NUMBER

SHEET ON WHICH

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CIVIL

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 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 IN 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 MANAGEMENT, 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 AND AIRFIELD 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 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 SWEEP ALL AIRFIELD PAVEMENTS AFFECTED BY HIS

OPERATIONS. METAL BRISTLES ARE NOT ALLOWED. THE AIRFIELD MANAGER MUST

APPROVE THE CONDITION OF PAVEMENT PRIOR TO REOPENING PAVEMENT TO

AIRCRAFT TRAFFIC.

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 IN ADVANCE.

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. THE PLAN MUST ALSO INCLUDE

SCHEDULE AND PROCEDURES SET TO REOPEN THE FACILITIES

TO AIRCRAFT TRAFFIC.

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M X

D P

7-

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

C

M

D ra w n by

C S

R ev ie w ed b y:

W

G

CIVIL

NOTES:

1. 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.

2. CONTRACTOR HAUL ROUTES ARE NOT

EXCLUSIVE AND SHALL NOT BE BLOCKED

AT ANY TIME.

80'0 40'

SCALE IN FEET

G-03

TE

M

P O

R A

R Y

T R

A

FF

IC

C

O N

TR

O

L P

LA

N

P

H A

S E

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\ S un sh ad es

\9

_C A

D _G

IS

\9

_C

A D

\D ra w in gs \M

X D

P

-1

7_ G

-0 to G

-0 4.

tte d:

F rid ay

, S ep te m be r 0

7, 1:

:1

P M b y

S m ith , C ur t

Tr ac ki ng

N o.

9/ 7/

M X

D P

-1

7_

G -0 to

G -0

4.

dw g

A

LL

IE

D

S U

P P

O R

T T-

1A S

U N

S H

A D

E S

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

7-

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

C

M

D ra w n by

C S

R ev ie w ed b y:

W

G

CIVIL

NOTES

1. WORK IN PHASE 1B REQUIRES

CLOSE COORDINATION WITH

AIRFIELD MANAGEMENT.

2. MINIMUM CLEARANCE DIMENSIONS

DEPICTED ARE EXISTING

CENTERLINE TO BARRICADE FACE.

3. REMOVE AND RELOCATE FIRST

STREET CENTERLINE PAVEMENT

MARKING PRIOR TO CONSTRUCTION.

MIN

32'

MIN

23'

PHASE 1B

PHASE 1 135' TW G

CL OFFSET

LEGEND

LOW LEVEL BARRICADE

AROUND PHASE BOUNDARY

PARKING POSITION CLOSURE

PVMT RECONSTRUCTION -

SEE "C" SERIES

FUTURE SUNSHADES

MUTCD

W20-4

MUTCD

W20-4

PERMANENTLY RELOCATED

"FIRST STREET" CL

G-04

TE

M

P O

R A

R Y

T R

A

FF

IC

C

O N

TR

O

L P

LA

N

P

H A

S E

80'0 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\ S un sh ad es

\9

_C A

D _G

IS

\9

_C

A D

\D ra w in gs \M

X D

P

-1

7_ G

-0 to G

-0 4.

tte d:

F rid ay

, S ep te m be r 0

7, 1:

:2

P M b y

S m ith , C ur t

Tr ac ki ng

N o.

9/ 7/

M X

D P

-1

7_

G -0 to

G -0

4.

dw g

A

LL

IE

D

S U

P P

O R

T T-

1A S

U N

S H

A D

E S

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

7-

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

C

M

D ra w n by

C S

R ev ie w ed b y:

W

G

CIVIL

LEGEND

LOW LEVEL BARRICADE

AROUND PHASE BOUNDARY

PARKING POSITION CLOSURE

MIN

32'

MIN

32'

135' TW G

CL OFFSET

PHASE 2 PVMT RECONSTRUCTION -

SEE "C" SERIES

FUTURE SUNSHADES

NOTES

1. MINIMUM CLEARANCE DIMENSIONS

DEPICTED ARE EXISTING

CENTERLINE TO BARRICADE FACE.

MUTCD

W20-4

MUTCD

W20-4

PERMANENTLY RELOCATED

"FIRST STREET" CL

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, TEXAS

SOUTH CENTRAL ZONE 4204, US SURVEY

FEET.

3. THE VERTICAL CONTROL IS TIED TO THE

NAVD 88.

SURVEY BENCHMARK

CP-13

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\ S un sh ad es

\9

_C A

D _G

IS

\9

_C

A D

\D ra w in gs \M

X D

P

-1

7_ V

-0 1.

tte d:

F rid ay

, S ep te m be r 0

7, 1:

:4

P M b y

S m ith , C ur t

Tr ac ki ng

N o.

9/ 7/

M X

D P

-1

7_

V -0

1.

dw g

A

LL

IE

D

S U

P P

O R

T T-

1A S

U N

S H

A D

E S

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

7-

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

C

M

D ra w n by

C S

R ev ie w ed b y:

W

CIVIL

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\ S un sh ad es

\9

_C A

D _G

IS

\9

_C

A D

\D ra w in gs \M

X D

P

-1

7_ C

-0 1.

tte d:

F rid ay

, S ep te m be r 0

7, 1:

:5

P M b y

S m ith , C ur t

Tr ac ki ng

N o.

9/ 7/

M X

D P

-1

7_

C -0

1.

dw g

A

LL

IE

D

S U

P P

O R

T T-

1A S

U N

S H

A D

E S

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

7-

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

C

M

D ra w n by

C S

R ev ie w ed b y:

W

G

CIVIL

NOTES

1. CONTRACTOR TO FIELD VERIFY ALL

UTILITIES.

LEGEND

FUTURE SUNSHADES

40'0 20'

SCALE IN FEET

C-02

D E

M O

LI

TI

O N

P

LA

N

FI

R

S T

S

TR

E E

T

PROVIDE DOUBLE SAWCUT

AT EX CONC PVMT JTS

SAWCUT EX ASPH

PVMT FULL DEPTH

SAWCUT EX ASPH

PVMT FULL DEPTH

M A

TC

H

LI

N

E

S E

E B

E

LO

W

M A

TC

H

LI

N

E

S E

E A

B O

V E

NORTHERN HALF OF FIRST ST

SOUTHERN HALF OF FIRST ST

SEE C-03

EX 8' X 4' STORMWATER BOX CULVERT - UIP

EX 36" RCP - UIP

E X

' X

' S

TO

R

M W

A

TE

R B

O X

C U

LV

E

R T

- U

IP

SEE C-04

EX 12' X 12' STORMWATER

JUNCTION BOX - UIP

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\ S un sh ad es

\9

_C A

D _G

IS

\9

_C

A D

\D ra w in gs \M

X D

P

-1

7_ C

-0 to C

-0 5.

tte d:

F rid ay

, S ep te m be r 0

7, 1:

:1

P M b y

S m ith , C ur t

Tr ac ki ng

N o.

9/ 7/

M X

D P

-1

7_

C -0 to

C -0

5.

dw g

A

LL

IE

D

S U

P P

O R

T T-

1A S

U N

S H

A D

E S

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

7-

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

C

M

D ra w n by

C S

R ev ie w ed b y:

W

G

CIVIL

R O

W "T

R O

W "S

R O

W "R

R O

W "P

R O

W "Q

SEE C-03

SEE C-05SEE C-04

EX PVMT MARKING - TBR

EX PVMT MARKING - TBR

EX 12' X 12' STORMWATER

JUNCTION BOX - UIP

PROVIDE DOUBLE SAWCUT

AT EX CONC PVMT JTS

PROVIDE DOUBLE SAWCUT

AT EX CONC PVMT JTS PROVIDE DOUBLE SAWCUT

AT EX CONC PVMT JTS

SAWCUT EX ASPH

PVMT FULL DEPTH

SAWCUT EX ASPH

PVMT FULL DEPTH

PROVIDE DOUBLE SAWCUT

AT EX CONC PVMT JTS

SUGGESTED DD PIT

(SIZE VAR)

SUGGESTED DD PIT

(SIZE VAR)

SUGGESTED DD PIT

(SIZE VAR)

SUGGESTED DD PIT

(SIZE VAR)

ASPH PVMT DEMOLITION

(FULL DEPTH)

CONC PVMT DEMOLITION

(FULL DEPTH)

LEGEND

NOTES

1. WARNING: EXISTING AIR PIPES ARE

CATHODICALLY PROTECTED -

LOCKOUT/TAGOUT SYSTEM BEFORE

DEMOLITION OR MODIFICATION.

2. CATHODIC PROTECTION SYSTEM SHALL

REMAIN OPERABLE TO THE EXTENT

PRACTICAL AFTER MODIFICATION.

3. REFER TO DWG C-13 FOR TYPICAL

EXISTING CONCRETE TRENCH DEMOLITION

SECTIONS.

4. SUBMIT WASTE DISPOSAL PLAN PRIOR TO

DEMOLITION.

5. REMOVE ALL EXISTING AIRCRAFT

TIE-DOWN OR GROUND POINTS AND ANY

ASSOCIATED PAVEMENT MARKINGS WITHIN

THE WORK AREA AS DIRECTED BY THE

CONTRACTING OFFICER'S

REPRESENTATIVE. FOR THE EMBEDDED

REBAR LOOP TIE-DOWN TYPE, TRIM THE

EXPOSED PORTION OF THE REBAR FLUSH

WITH THE SURFACE OF THE EXISTING

PAVEMENT WITH A CUTTING WHEEL AND

GRIND ANY SHARP EDGES TO LEAVE A

NEAT APPEARANCE WITHOUT DAMAGING

THE EXISTING CONCRETE PAVEMENT. FOR

THE RECESSED EYELET TIE-DOWN OR

BRASS CUP GROUND POINT TYPE, CORE

THE EXISTING PAVEMENT WITH A SIX-INCH

CORE BARREL AROUND THE CASTING

APPROXIMATELY SIX INCHES DEEP AND

FILL WITH APPROVED NON-SHRINK EPOXY

GROUT. COORDINATE THIS WORK WITH

THE CONTRACTING OFFICER'S

REPRESENTATIVE IN ADVANCE.

REMOVE EX CONC PAD

(NOT PVMT) & PATCH EX PVMT

PENETRATIONS WITH CONC OR

GROUT AS DIRECTED BY COR

SUGGESTED DD PIT

(SIZE VAR)

(FIELD VERIFY)

C-03

D E

M O

LI

TI

O N

P

LA

N

R O

W S

"T

"S

40'0 20'

SCALE IN FEET

EX GPU PAD "T-8X"

ROW "T"

ROW "S"

SEE C-02

MODIFY AND ABANDON

EX TIE DOWN AND/OR GROUND

PIT IN-PLACE AND REMOVE

RELATED PVMT MARKING (TYP)

EX 8' X 4'

STORMWATER

BOX CULVERT

- UIP

EX 12' X 12' STORMWATER JUNCTION BOX - UIP

EX GPU PAD "T-5X"

DISCONNECT AND SALVAGE

EX GPU (TWO PER PAD)

DEMO EX CONC PAD,

DOUBLE SAWCUT CONC PVMT AT EX JTS,

DEMO CONC PVMT, DEMO AIR PIPE UTILITY DUCT

REFER TO ELECT DEMO PLANS

(TYP OF 4 AREAS THIS ROW)

REMOVE PORTION OF

EX CONC TRENCH PATCH FOR

RELOCATION OF GPU PAD

(TYP OF 4 AREAS THIS ROW)

EX GPU PAD "T-1X" EX GPU PAD "T-4X"

REMOVE PORTION OF

EX CONC TRENCH PATCH FOR

RELOCATION OF GPU PAD

(TYP OF 4 AREAS THIS ROW)

EX GPU PAD "S-8X"

DISCONNECT AND SALVAGE

EX GPU (TWO PER PAD)

DEMO EX CONC PAD,

DOUBLE SAWCUT CONC PVMT AT EX JTS,

DEMO CONC PVMT, DEMO AIR PIPE UTILITY DUCT

REFER TO ELECT DEMO PLANS

(TYP OF 4 AREAS THIS ROW)

EX GPU PAD "S-1X" EX GPU PAD "S-4X" EX GPU PAD "S-5X"

SEE C-02

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\ S un sh ad es

\9

_C A

D _G

IS

\9

_C

A D

\D ra w in gs \M

X D

P

-1

7_ C

-0 to C

-0 5.

tte d:

F rid ay

, S ep te m be r 0

7, 1:

:3

P M b y

S m ith , C ur t

Tr ac ki ng

N o.

9/ 7/

M X

D P

-1

7_

C -0 to

C -0

5.

dw g

A

LL

IE

D

S U

P P

O R

T T-

1A S

U N

S H

A D

E S

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

7-

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

C

M

D ra w n by

C S

R ev ie w ed b y:

W

G

CIVIL

EX PVMT MARKING - TBR

EX PVMT MARKING - TBR

MODIFY AND ABANDON

EX TIE DOWN AND/OR GROUND

PIT IN-PLACE AND REMOVE

RELATED PVMT MARKING (TYP)

E X

' X

' S

TO

R

M W

A

TE

R B

O X

C U

LV

E

R T

- U

IP

E X

' X

' S

TO

R

M W

A

TE

R B

O X

C U

LV

E

R T

- U

IP

ASPH PVMT DEMOLITION

(FULL DEPTH)

CONC PVMT DEMOLITION

(FULL DEPTH)

LEGEND

NOTES

1. WARNING: EXISTING AIR PIPES ARE

CATHODICALLY PROTECTED -

LOCKOUT/TAGOUT SYSTEM BEFORE

DEMOLITION OR MODIFICATION.

2. CATHODIC PROTECTION SYSTEM SHALL

REMAIN OPERABLE TO THE EXTENT

PRACTICAL AFTER MODIFICATION.

3. REFER TO DWG C-13 FOR TYPICAL

EXISTING CONCRETE TRENCH DEMOLITION

SECTIONS.

4. SUBMIT WASTE DISPOSAL PLAN PRIOR TO

DEMOLITION.

5. REMOVE ALL EXISTING AIRCRAFT

TIE-DOWN OR GROUND POINTS AND ANY

ASSOCIATED PAVEMENT MARKINGS WITHIN

THE WORK AREA AS DIRECTED BY THE

CONTRACTING OFFICER'S

REPRESENTATIVE. FOR THE EMBEDDED

REBAR LOOP TIE-DOWN TYPE, TRIM THE

EXPOSED PORTION OF THE REBAR FLUSH

WITH THE SURFACE OF THE EXISTING

PAVEMENT WITH A CUTTING WHEEL AND

GRIND ANY SHARP EDGES TO LEAVE A

NEAT APPEARANCE WITHOUT DAMAGING

THE EXISTING CONCRETE PAVEMENT. FOR

THE RECESSED EYELET TIE-DOWN OR

BRASS CUP GROUND POINT TYPE, CORE

THE EXISTING PAVEMENT WITH A SIX-INCH

CORE BARREL AROUND THE CASTING

APPROXIMATELY SIX INCHES DEEP AND

FILL WITH APPROVED NON-SHRINK EPOXY

GROUT. COORDINATE THIS WORK WITH

THE CONTRACTING OFFICER'S

REPRESENTATIVE IN ADVANCE.

REMOVE EX CONC PAD

(NOT PVMT) & PATCH EX PVMT

PENETRATIONS WITH CONC OR

GROUT AS DIRECTED BY COR

C-04

40'0 20'

SCALE IN FEET

ROW "R"

ROW "Q"

D E

M O

LI

TI

O N

P

LA

N

R O

W S

"R

"Q

EX GPU PAD "R-8X"

SEE C-02

MODIFY AND ABANDON

EX TIE DOWN AND/OR GROUND

PIT IN-PLACE AND REMOVE

RELATED PVMT MARKING (TYP)

MODIFY AND ABANDON

EX TIE DOWN AND/OR GROUND

PIT IN-PLACE AND REMOVE

RELATED PVMT MARKING (TYP)

EX GPU PAD "R-5X"

DISCONNECT AND SALVAGE

EX GPU (TWO PER PAD)

DEMO EX CONC PAD,

DOUBLE SAWCUT CONC PVMT AT EX JTS,

DEMO CONC PVMT, DEMO AIR PIPE UTILITY DUCT

REFER TO ELECT DEMO PLANS

(TYP OF 4 AREAS THIS ROW)

REMOVE PORTION OF

EX CONC TRENCH PATCH FOR

RELOCATION OF GPU PAD

(TYP OF 4 AREAS THIS ROW)

EX GPU PAD "R-1X" EX GPU PAD "R-4X"

REMOVE PORTION OF

EX CONC TRENCH PATCH FOR

RELOCATION OF GPU PAD

(TYP OF 4 AREAS THIS ROW)

EX GPU PAD "Q-8X"

DISCONNECT AND SALVAGE

EX GPU (TWO PER PAD)

DEMO EX CONC PAD,

DOUBLE SAWCUT CONC PVMT AT EX JTS,

DEMO CONC PVMT, DEMO AIR PIPE UTILITY DUCT

REFER TO ELECT DEMO PLANS

(TYP OF 4 AREAS THIS ROW)

EX GPU PAD "Q-1X" EX GPU PAD "Q-4X" EX GPU PAD "Q-5X"

SEE C-02

E X

6"

R C

P

U

IP

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\ S un sh ad es

\9

_C A

D _G

IS

\9

_C

A D

\D ra w in gs \M

X D

P

-1

7_ C

-0 to C

-0 5.

tte d:

F rid ay

, S ep te m be r 0

7, 1:

:4

P M b y

S m ith , C ur t

Tr ac ki ng

N o.

9/ 7/

M X

D P

-1

7_

C -0 to

C -0

5.

dw g

A

LL

IE

D

S U

P P

O R

T T-

1A S

U N

S H

A D

E S

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

7-

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

C

M

D ra w n by

C S

R ev ie w ed b y:

W

G

CIVIL

EX PVMT MARKING - TBR

EX PVMT MARKING - TBR

E X

6"

R C

P

U

IP

EX 8' X 4'

STORMWATER

BOX CULVERT

- UIP

EX 12' X 12' JUNCTION BOX - UIP

ASPH PVMT DEMOLITION

(FULL DEPTH)

CONC PVMT DEMOLITION

(FULL DEPTH)

LEGEND

NOTES

1. WARNING: EXISTING AIR PIPES ARE

CATHODICALLY PROTECTED -

LOCKOUT/TAGOUT SYSTEM BEFORE

DEMOLITION OR MODIFICATION.

2. CATHODIC PROTECTION SYSTEM SHALL

REMAIN OPERABLE TO THE EXTENT

PRACTICAL AFTER MODIFICATION.

3. REFER TO DWG C-13 FOR TYPICAL

EXISTING CONCRETE TRENCH DEMOLITION

SECTIONS.

4. SUBMIT WASTE DISPOSAL PLAN PRIOR TO

DEMOLITION.

5. REMOVE ALL EXISTING AIRCRAFT

TIE-DOWN OR GROUND POINTS AND ANY

ASSOCIATED PAVEMENT MARKINGS WITHIN

THE WORK AREA AS DIRECTED BY THE

CONTRACTING OFFICER'S

REPRESENTATIVE. FOR THE EMBEDDED

REBAR LOOP TIE-DOWN TYPE, TRIM THE

EXPOSED PORTION OF THE REBAR FLUSH

WITH THE SURFACE OF THE EXISTING

PAVEMENT WITH A CUTTING WHEEL AND

GRIND ANY SHARP EDGES TO LEAVE A

NEAT APPEARANCE WITHOUT DAMAGING

THE EXISTING CONCRETE PAVEMENT. FOR

THE RECESSED EYELET TIE-DOWN OR

BRASS CUP GROUND POINT TYPE, CORE

THE EXISTING PAVEMENT WITH A SIX-INCH

CORE BARREL AROUND THE CASTING

APPROXIMATELY SIX INCHES DEEP AND

FILL WITH APPROVED NON-SHRINK EPOXY

GROUT. COORDINATE THIS WORK WITH

THE CONTRACTING OFFICER'S

REPRESENTATIVE IN ADVANCE.

REMOVE EX CONC PAD

(NOT PVMT) & PATCH EX PVMT

C-05

D E

M O

LI

TI

O N

P

LA

N

R O

W "P

T A

X

IW

A Y

"G

40'0 20'

SCALE IN FEET

ROW "P"

EX GPU PAD "P-8X"

SEE C-02

MODIFY AND ABANDON

EX TIE DOWN AND/OR GROUND

PIT IN-PLACE AND REMOVE

RELATED PVMT MARKING (TYP)

EX GPU PAD "P-5X"

DISCONNECT AND SALVAGE

EX GPU (TWO PER PAD)

DEMO EX CONC PAD,

DOUBLE SAWCUT CONC PVMT AT EX JTS,

DEMO CONC PVMT, DEMO AIR PIPE UTILITY DUCT

REFER TO ELECT DEMO PLANS

(TYP OF 4 AREAS THIS ROW)

EX GPU PAD "P-1X" EX GPU PAD "P-4X"

E X

6"

R C

P

U

IP

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\ S un sh ad es

\9

_C A

D _G

IS

\9

_C

A D

\D ra w in gs \M

X D

P

-1

7_ C

-0 to C

-0 5.

tte d:

F rid ay

, S ep te m be r 0

7, 1:

:0

P M b y

S m ith , C ur t

Tr ac ki ng

N o.

9/ 7/

M X

D P

-1

7_

C -0 to

C -0

5.

dw g

A

LL

IE

D

S U

P P

O R

T T-

1A S

U N

S H

A D

E S

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

7-

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

C

M

D ra w n by

C S

R ev ie w ed b y:

W

G

CIVIL

EX PVMT MARKING - TBR

EX TL CL PVMT MARKING - TBR -

TYP OF ALL CL PVMT MARKINGS

THIS SIDE OF TW G CL

TAXIWAY "G"

80'0 40'

SCALE IN FEET

EX TW CL PVMT MARKING - UIP

REMOVE PORTION OF

EX CONC TRENCH PATCH FOR

RELOCATION OF GPU PAD

(TYP OF 4 AREAS THIS ROW)

ASPH PVMT DEMOLITION

(FULL DEPTH)

CONC PVMT DEMOLITION

(FULL DEPTH)

LEGEND

NOTES

1. WARNING: EXISTING AIR PIPES ARE

CATHODICALLY PROTECTED -

LOCKOUT/TAGOUT SYSTEM BEFORE

DEMOLITION OR MODIFICATION.

2. CATHODIC PROTECTION SYSTEM SHALL

REMAIN OPERABLE TO THE EXTENT

PRACTICAL AFTER MODIFICATION.

3. REFER TO DWG C-13 FOR TYPICAL

EXISTING CONCRETE TRENCH DEMOLITION

SECTIONS.

4. SUBMIT WASTE DISPOSAL PLAN PRIOR TO

DEMOLITION.

5. REMOVE ALL EXISTING AIRCRAFT

TIE-DOWN OR GROUND POINTS AND ANY

ASSOCIATED PAVEMENT MARKINGS WITHIN

THE WORK AREA AS DIRECTED BY THE

CONTRACTING OFFICER'S

REPRESENTATIVE. FOR THE EMBEDDED

REBAR LOOP TIE-DOWN TYPE, TRIM THE

EXPOSED PORTION OF THE REBAR FLUSH

WITH THE SURFACE OF THE EXISTING

PAVEMENT WITH A CUTTING WHEEL AND

GRIND ANY SHARP EDGES TO LEAVE A

NEAT APPEARANCE WITHOUT DAMAGING

THE EXISTING CONCRETE PAVEMENT. FOR

THE RECESSED EYELET TIE-DOWN OR

BRASS CUP GROUND POINT TYPE, CORE

THE EXISTING PAVEMENT WITH A SIX-INCH

CORE BARREL AROUND THE CASTING

APPROXIMATELY SIX INCHES DEEP AND

FILL WITH APPROVED NON-SHRINK EPOXY

GROUT. COORDINATE THIS WORK WITH

THE CONTRACTING OFFICER'S

REPRESENTATIVE IN ADVANCE.

REMOVE EX CONC PAD

(NOT PVMT) & PATCH EX PVMT

SCALE IN FEET

C-06

G E

O M

E

TR

Y , P

A V

IN

G

, A N

D

JO

IN

TI

N G

P

LA

N

FI

R

S T

S

TR

E E

T

LEGEND

16-INCH CONC

TRENCH PATCH

NOTES

1. REFER TO DRAWING C-13 FOR PAVEMENT

PATCH DETAILS.

2. REFER TO DRAWING C-14 & C-15 FOR

JOINT DETAILS.

6-INCH ASPH

ROAD PATCH

M A

TC

H

LI

N

E

S E

E B

E

LO

W

M A

TC

H

LI

N

E

S E

E A

B O

V E

NORTHERN HALF OF FIRST ST

SOUTHERN HALF OF FIRST ST

SEE C-07SEE C-07

EX 8' X 4' STORMWATER BOX CULVERT

EX 36" RCP

EX 12' X 12'

STORMWATER

JUNCTION BOX

EX 12' X 12' STORMWATER

JUNCTION BOX

SEE C-08 SEE C-09

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\ S un sh ad es

\9

_C A

D _G

IS

\9

_C

A D

\D ra w in gs \M

X D

P

-1

7_ C

-0 to C

-0 9.

tte d:

F rid ay

, S ep te m be r 0

7, 1:

:2

P M b y

S m ith , C ur t

Tr ac ki ng

N o.

9/ 7/

M X

D P

-1

7_

C -0 to

C -0

9.

dw g

A

LL

IE

D

S U

P P

O R

T T-

1A S

U N

S H

A D

E S

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

7-

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

C

M

D ra w n by

C S

R ev ie w ed b y:

W

G

CIVIL

R O

W "T

R O

W "S

R O

W "R

R O

W "P

R O

W "Q

E X

' X

' S

TO

R

M W

A

TE

R B

O X

C U

LV

E

R T

EX 8' X 4' STORMWATER BOX CULVERT

SEE C-08

13-INCH NOMINAL CONC

APRON EXTENSION

C-13

C-13

C-13

A PCC-AC JT

A

C-14

TE JT

DWLD CONST JT

DWLD CONTRACTION JT

REINF SLAB

C-15

B

D

F

R

B

C-14

D

C-14

F

C-14

ASPH BUTT JT

(TYP)

ASPH BUTT JT

(TYP)

TRENCH PATCH

CONTRACTION JTG

C-14

C-07

G E

O M

E

TR

Y , P

A V

IN

G

, A N

D

JO

IN

TI

N G

P

LA

N

R O

W S

"T

"S

40'0 20'

SCALE IN FEET

ROW "T"

ROW "S"

RELOCATED

GPU PAD "T1-R"

RELOCATED

GPU PAD "T4-R"

RELOCATED

GPU PAD "T5-R"

E X

' X

' S

TO

R

M W

A

TE

R B

O X

C U

LV

E

R T

EX 8' X 4'

STORMWATER

BOX CULVERT

EX STORMWATER 12' X 12' JUNCTION BOX

GPU SHIFT 78' ± GPU SHIFT 63' ± GPU SHIFT 48' ± GPU SHIFT 33' ±

FUTURE BLDG COLUMN (TYP)

FUTURE BLDG COLUMN (TYP)

GPU SHIFT 49' ± GPU SHIFT 34' ±GPU SHIFT 63' ±GPU SHIFT 78' ±

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\ S un sh ad es

\9

_C A

D _G

IS

\9

_C

A D

\D ra w in gs \M

X D

P

-1

7_ C

-0 to C

-0 9.

tte d:

F rid ay

, S ep te m be r 0

7, 1:

:3

P M b y

S m ith , C ur t

Tr ac ki ng

N o.

9/ 7/

M X

D P

-1

7_

C -0 to

C -0

9.

dw g

A

LL

IE

D

S U

P P

O R

T T-

1A S

U N

S H

A D

E S

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

7-

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

C

M

D ra w n by

C S

R ev ie w ed b y:

W

G

CIVIL

E X

' X

' S

TO

R

M W

A

TE

R B

O X

C U

LV

E

R T

RELOCATED

GPU PAD "S1-R"

RELOCATED

GPU PAD "S4-R"

RELOCATED

GPU PAD "S5-R"

RELOCATED

GPU PAD "S8-R"

FIRE EXT

MARKING TYP

RELOCATED

GPU PAD "T8-R"

FIRE EXT

MARKING TYP

EX 36" RCP

INSTALL MULTIPLE TIE DOWN/GROUND RECEPTACLES (TYP)

C-12

INSTALL MULTIPLE TIE DOWN/GROUND RECEPTACLES (TYP)

C-12

TYP

C-13

TYP

GPU PAD CONTROL POINTS

GPU DESIGNATION STATION OFFSET

T1-R 12+15.00 0.00

T4-R 12+15.00 122.00 LT

T5-R 12+15.00 244.00 LT

T8-R 12+15.00 366.00 LT

S1-R 13+35.00 0.00

S4-R 13+35.00 122.00 LT

S5-R 13+35.00 244.00 LT

S8-R 13+35.00 366.00 LT

C-13

LEGEND

16-INCH CONC

TRENCH PATCH

NOTES

1. REFER TO DRAWING C-13 FOR PAVEMENT

PATCH DETAILS.

2. REFER TO DRAWING C-14 & C-15 FOR

JOINT DETAILS.

6-INCH ASPH

ROAD PATCH

13-INCH NOMINAL CONC

APRON EXTENSION

C-13

C-13

C-13

A PCC-AC JT

A

C-14

TE JT

DWLD CONST JT

DWLD CONTRACTION JT

REINF SLAB

C-15

B

D

F

R

B

C-14

D

C-14

F

C-14

TRENCH PATCH

CONTRACTION JTG

C-08

40'0 20'

SCALE IN FEET

ROW "R"

ROW "Q"

G E

O M

E

TR

Y , P

A V

IN

G

, A N

D

JO

IN

TI

N G

P

LA

N

R O

W S

"R

"Q

E X

6"

R C

P E

X

6" R

C P

GPU SHIFT 80' ± GPU SHIFT 65' ± GPU SHIFT 50' ± GPU SHIFT 35' ±

GPU SHIFT 50' ± GPU SHIFT 35' ±GPU SHIFT 65' ±GPU SHIFT 80' ±

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\ S un sh ad es

\9

_C A

D _G

IS

\9

_C

A D

\D ra w in gs \M

X D

P

-1

7_ C

-0 to C

-0 9.

tte d:

F rid ay

, S ep te m be r 0

7, 1:

:5

P M b y

S m ith , C ur t

Tr ac ki ng

N o.

9/ 7/

M X

D P

-1

7_

C -0 to

C -0

9.

dw g

A

LL

IE

D

S U

P P

O R

T T-

1A S

U N

S H

A D

E S

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

7-

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

C

M

D ra w n by

C S

R ev ie w ed b y:

W

G

CIVIL

RELOCATED

GPU PAD "R1-R"

RELOCATED

GPU PAD "R4-R"

RELOCATED

GPU PAD "R5-R"

FUTURE BLDG COLUMN (TYP)

FUTURE BLDG COLUMN (TYP)

RELOCATED

GPU PAD "R8-R"

RELOCATED

GPU PAD "Q1-R"

RELOCATED

GPU PAD "Q4-R"

RELOCATED

GPU PAD "Q5-R"

RELOCATED

GPU PAD "Q8-R"

FIRE EXT

MARKING TYP

FIRE EXT

MARKING TYP

EX 8' X 4'

STORMWATER

BOX CULVERT EX STORMWATER 12' X 12' JUNCTION BOX

INSTALL MULTIPLE TIE DOWN/GROUND RECEPTACLES (TYP)

C-12

INSTALL MULTIPLE TIE DOWN/GROUND RECEPTACLES (TYP)

C-12

TYP

C-13

GPU PAD CONTROL POINTS

GPU DESIGNATION STATION OFFSET

R1-R 15+15.00 0.00

R4-R 15+15.00 122.00 LT

R5-R 15+15.00 244.00 LT

R8-R 15+15.00 366.00 LT

Q1-R 16+35.00 0.00

Q4-R 16+35.00 122.00 LT

Q5-R 16+35.00 244.00 LT

Q8-R 16+35.00 366.00 LT

TYP

C-13

LEGEND

16-INCH CONC

TRENCH PATCH

NOTES

1. REFER TO DRAWING C-13 FOR PAVEMENT

PATCH DETAILS.

2. REFER TO DRAWING C-14 & C-15 FOR

JOINT DETAILS.

6-INCH ASPH

ROAD PATCH

13-INCH NOMINAL CONC

APRON EXTENSION

C-13

C-13

C-13

A PCC-AC JT

A

C-14

TE JT

DWLD CONST JT

DWLD CONTRACTION JT

REINF SLAB

C-15

B

D

F

R

B

C-14

D

C-14

F

C-14

TRENCH PATCH

CONTRACTION JTG

C-09

G E

O M

E

TR

Y , P

A V

IN

G

, A N

D

JO

IN

TI

N G

P

LA

N

R O

W "P

40'0 20'

SCALE IN FEET

ROW "P"

E X

6"

R C

P

GPU SHIFT 80' ± GPU SHIFT 66' ± GPU SHIFT 51' ± GPU SHIFT 36' ±

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\ S un sh ad es

\9

_C A

D _G

IS

\9

_C

A D

\D ra w in gs \M

X D

P

-1

7_ C

-0 to C

-0 9.

tte d:

F rid ay

, S ep te m be r 0

7, 1:

:0

P M b y

S m ith , C ur t

Tr ac ki ng

N o.

9/ 7/

M X

D P

-1

7_

C -0 to

C -0

9.

dw g

A

LL

IE

D

S U

P P

O R

T T-

1A S

U N

S H

A D

E S

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

7-

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

C

M

D ra w n by

C S

R ev ie w ed b y:

W

G

CIVIL

RELOCATED

GPU PAD "P1-R"

RELOCATED

GPU PAD "P4-R"

RELOCATED

GPU PAD "P5-R"

FUTURE BLDG COLUMN (TYP)

RELOCATED

GPU PAD "P8-R"

FIRE EXT

MARKING TYP

INSTALL MULTIPLE TIE DOWN/GROUND RECEPTACLES (TYP)

C-12

TYP

GPU PAD CONTROL POINTS

GPU DESIGNATION STATION OFFSET

P1-R 18+15.00 0.00

P4-R 18+15.00 122.00 LT

P5-R 18+15.00 244.00 LT

P8-R 18+15.00 366.00 LT

C-13

LEGEND

16-INCH CONC

TRENCH PATCH

NOTES

1. REFER TO DRAWING C-13 FOR PAVEMENT

PATCH DETAILS.

2. REFER TO DRAWING C-14 & C-15 FOR

JOINT DETAILS.

6-INCH ASPH

ROAD PATCH

13-INCH NOMINAL CONC

APRON EXTENSION

C-13

C-13

C-13

A PCC-AC JT

A

C-14

TE JT

DWLD CONST JT

DWLD CONTRACTION JT

REINF SLAB

C-15

B

D

F

R

B

C-14

D

C-14

F

C-14

TRENCH PATCH

CONTRACTION JTG

SCALE IN FEET

C-10

P A

V E

M E

N T

M A

R K

IN

G

P

LA

N

NOTES

1. PAVEMENT SHALL BE PREPARED BEFORE

APPLICATION OF THE PAVEMENT

MARKING PER SECTION 32 17 23.

2. REFER TO DRAWING C-12 FOR PAVEMENT

MARKING DETAILS.

3. PAVEMENT MARKINGS SHALL BE IN

ACCORDANCE WITH ETL 04-2 CHANGE 1,

STANDARD AIRFIELD PAVEMENT MARKING

SCHEMES.

4. REQUEST CAD FILES FROM ENGINEER

FOR DETAILED PAVEMENT MARKING

LAYOUT INFORMATION.

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\ S un sh ad es

\9

_C A

D _G

IS

\9

_C

A D

\D ra w in gs \M

X D

P

-1

7_ C

-1 0.

tte d:

F rid ay

, S ep te m be r 0

7, 1:

:1

P M b y

S m ith , C ur t

Tr ac ki ng

N o.

9/ 7/

M X

D P

-1

7_

C -1

0.

dw g

A

LL

IE

D

S U

P P

O R

T T-

1A S

U N

S H

A D

E S

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

7-

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

C

M

D ra w n by

C S

R ev ie w ed b y:

W

CIVIL

12.0'

1.

0'

1.0'

3" M

A X

SALVAGED EX/GFE

HOBART GPU-400

(TYP)

3.0'±4.0'±

1.0'

1.

0'

4.

0'

2.

0'

3.0'±

2.

0'

RELOCATED EX GPU RECEPTACLES WIREWAY,

CONDUIT SEAL OFF FITTING STEEL EQUIPMENT RACK

AND ASSOCIATED SERVICE MODULE

REMOVE AND DISPOSE OF ORIGINAL AIR EQUIPMENT

FIBER-REINF CONC

ELECTRICAL EQUIPMENT

SUPPORT PAD (SECTION 03 30 53)

EX JOINTED

CONC PVMT-UIP

EX CONC JT -

LOCATION VARIES

(TYP)

REPLACEMENT

CONC TRENCH PATCH

(SECTION 32 13 14.13)

EXTEND 2" GRS PVC COATED CONDUIT

FROM NEW DUCT BANK SECTION TO

NEW SEAL OFF FITTING

(SEE ELECTRICAL DRAWINGS)

3.5'±

(F O

R B

ID

P

U R

P O

S E

S O

N

LY

APPROVED

EXPANSION BOARD

(TYP)

.2

5"

EXISTING RELOCATED HOBART

GPU-400 GROUND POWER EQUIPMENT

MOUNT TO CONCRETE PAD PER

MANUFACTURER'S INSTRUCTIONS

NEW CONDUIT

SEAL OFF FITTING

PROPOSED EQUIPMENT RACK ANCHOR BOLT (TYP)

CONTRACTOR IS RESPONSIBLE FOR PREPARING

TEMPLATE FOR INSTALLING ANCHOR BOLTS AT

LOCATIONS APPROPRIATE FOR EACH EQUIPMENT RACK

1/4" HDPE SHEET UNDER ENTIRE PAD

FOR ISOLATION-SHAPE PRODUCTS "220X48X96_BLACK_HDPE"

OR APPROVED EQUAL

EX JOINTED CONC PVMT-UIP

PROVIDE 1" DEEP SAWCUT OVER

ALL PVMT JTS IMMEDIATELY AFTER

INITIAL SET AND SEAL WITH SILICONE

SIMILAR TO 5/C-14

PROVIDE 1" DEEP SAWCUT OVER

ALL PVMT JTS IMMEDIATELY

AFTER INITIAL JT AND

SEAL WITH SILICONE

#4 BARS @ 12" OC

EACH WAY

REPLACEMENT

THRU CONDUITS

REPLACE EX 20'± 400 HZ GPU AIRCRAFT POWER CABLE

WITH NEW 50' "SINGLE JACKET" 400 HZ CABLE

MANUFACTURED BY HOBART OR APPROVED EQUAL - TYP

(CONFIRM PART NUMBER WITH AIRFIELD

MANAGER BEFORE ORDERING)

16" CONC PATCH

C-13

3" M

A X

NO. 6 AWG COPPER SAFETY

GROUND BOND TO GPU

ENCLOSURE/WIREWAY

(TYP OF 3 FOR EACH GPU STATION)

B4

E-11

(TYP)

GROUND ROD (TYP)

REPLACEMENT

CONDUIT W/ STUBUP

STAKEOUT

REFERENCE

POINT

C-11

G P

U P

A D

D E

TA

IL

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\ S un sh ad es

\9

_C A

D _G

IS

\9

_C

A D

\D ra w in gs \M

X D

P

-1

7_ C

-1 to C

-1 5.

tte d:

F rid ay

, S ep te m be r 0

7, 1:

:2

P M b y

S m ith , C ur t

Tr ac ki ng

N o.

9/ 7/

M X

D P

-1

7_

C -1 to

C -1

5.

dw g

A

LL

IE

D

S U

P P

O R

T T-

1A S

U N

S H

A D

E S

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

7-

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

C

M

D ra w n by

C S

R ev ie w ed b y:

W

G

CIVILTWIN GPU PAD DETAIL

SCALE: NTS

EXISTING GPU PAD INSTALLATION

SCALE: NTS

C-02 TO

C-05

C-06 TO

C-09

ATTENTION BIDDERS: THIS CONTRACT

REQUIRES REPLACEMENT OF FORTY (40)

400 HZ GPU CABLE SETS, ONE FOR EACH

GPU. INCLUDE THIS COST IN BID.

RED

2"

YELLOW

4" WIDE WHITE LINE10

4" WIDE WHITE LINE

SERVICE DRIVE MARKING

IN SOME LOCATIONS

TL CL

25' 15' 25'

6" BLACK (TYP)

6" YELLOW W/

GLASS BEADS (TYP)

6" WIDE YELLOW LINE

W/ GLASS BEADS

6" WIDE

BLACK BORDER

6" WIDE TW EDGE

STRIPE YELLOW

W/ GLASS BEADS

CONC SIDE

6" WIDE

BLACK BORDER

EDGE OF APRON PVMT

ASPH SIDE

VERIFY PREFERRED OFFSET OF

BLACK BORDER WITH AIRFIELD

MANAGER PRIOR TO PAINTING

3.5'

2.

5'

4" WIDE WHITE LINE

4" C

LE

A

R

VERIFY COLORS W/ AIRFIELD MANAGER PRIOR TO PAINTING.

TL WINGTIP CLEARANCE

PVMT MARKING

15' 15'

7.

5'

.5

.5

10' 10'

15' 15'

NOSE

WHEEL

TIE DOWN (TYP)

.5

11'

NOTE

1. SEVEN (7) LOCATIONS PER

AIRCRAFT.

2. APPLIES TO ALL SEVEN (7)

POSITIONS PER ROW.

APPROVED

HOUSING

COPPER GROUND ROD

AND EYELET

APPROVED NON SHRINK

EPOXY GROUT

APPROVED NON SHRINK

EPOXY GROUT

6" DIA CORE HOLE

EX CONC

COPPER SLEEVE

COMPRESSED

ON ROD

3/4" DIA COPPER GROUND ROD

GROUND

1"

4"

1" 6"

APPROVED EYELET

APPROVED HOUSING

A P

P R

O X

2"

NOTE

SUBMIT ALL COMPONENTS TO AIRFIELD

MANAGER FOR APPROVAL PRIOR

TO CONSTRUCTION.

C-12

M

IS

C E

LL

A

N E

O U

S D

E

TA

IL

S

/2

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\ S un sh ad es

\9

_C A

D _G

IS

\9

_C

A D

\D ra w in gs \M

X D

P

-1

7_ C

-1 to C

-1 5.

tte d:

F rid ay

, S ep te m be r 0

7, 1:

:2

P M b y

S m ith , C ur t

Tr ac ki ng

N o.

9/ 7/

M X

D P

-1

7_

C -1 to

C -1

5.

dw g

A

LL

IE

D

S U

P P

O R

T T-

1A S

U N

S H

A D

E S

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

7-

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

C

M

D ra w n by

C S

R ev ie w ed b y:

W

G

CIVIL

RED FLASHING LIGHTS

8' SEPARATION

MULTI-BARRIER AR 10X96

8'-0"

NOTES

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

CONTRACTING OFFICER OR AIRFIELD MANAGER.

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

OFFICER OR AIRFIELD MANAGER.

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 FLASHING LIGHTS EQUALLY SPACED PER EACH 8' LONG BARRICADE.

FLASHING LIGHTS MUST BE AT LEAST FIVE CANDELAS EFFECTIVE INTENSITY AND FLASH AT A RATE OF

FROM 55 TO 160 FLASHES PER MINUTE PER AF ETL 04-2 PARAGRAPH 9.2.1.

5. CONTRACTOR SHALL USE WATER-FILLED LOW PROFILE BARRICADES DESIGNED FOR AIRPORT USE, SUCH AS MANUFACTURED BY MULTI-BARRIER, MODEL NO. AR10X96 OR APPROVED EQUAL.

HIGHLY REFLECTIVE DIAGONAL

ALTERNATING ORANGE AND

WHITE STRIPES (BOTH SIDES)

OR APPROVED EQUAL

1 LOW PROFILE CONSTRUCTION BARRICADE

G-03 TO

G-06

SERVICE VEHICLE DRIVE LANE MARKING7

SCALE: NTSC-10

TAXIWAY CENTERLINE MARKING DETAIL

C-10

SCALE: NTS

TIE DOWN/GROUND RECEPTACLE

PAVEMENT MARKING DETAIL8

SCALE: NTSC-10

FIRST STREET CENTERLINE MARKING DETAIL

C-10

SCALE: NTS

TAXILANE WINGTIP CLEARANCE PAVEMENT MARKING5

SCALE: NTSC-10

TYPICAL T-1A TIE DOWN/GROUND

RECEPTACLE LAYOUT

C-12

SCALE: NTS

COMBINATION TIE-DOWN/GROUND RECEPTACLE DETAIL

C-12

SCALE: NTSSCALE: NTS

APRON EDGE PAVEMENT MARKING DETAIL

C-10

SCALE: NTS

FIRE EXTINGUISHER

STORAGE MARKING10

SCALE: NTSC-10

CATHODICALLY PROTECTED

6" DIA STEEL AIR PIPE

EX ELECT CONDUITS - UIP

FLOWABLE FILL

U N

K N

O W

N

.2

5"

U N

K N

O W

N

EX ELECT CONDUITS - UIP

EX ORIG PVMT

EX CONC TRENCH/PATCH

CIRCA 2015 - TBR

CONST BUTT JT (TYP)

GEOTEXTILE

NOTE

ALL DIMENSIONS ARE

APPROXIMATE. FIELD VERIFY.

FLOWABLE FILL - TBR

CONCRETE ENCASED

UTILITY BANK - TBR

(F O

R B

ID

P

U R

P O

S E

S O

N

LY

SEAL PER DETAIL 1/C-14 (TYP)

APPROVED

EXPANSION BOARD

(TYP)

REPLACEMENT 16-INCH CONC PATCH

(SECTION 32 13 14.13)

TWO COATS OF

PARAFFIN CURING

COMPOUND AS

BOND BREAKER

.2

5"

5" T

Y P

#4 BARS @ 12" OC

EACH WAY

VAR - APPROX 4' TYP - UP TO 25'

VERIFY

DEPTH

IN FIELD

TO

G

P U

V

IA

S E

A L

O

FF

FI

TT

IN

G

REPLACEMENT

THRU CONDUITS

EX ELECT

CONDUITS

REPLACEMENT

CONDUIT W/ STUBUP

NOTE

1. SAW CUT TRANSVERSE CONTRACTION JOINTS TO MATCH

EXISTING PATTERN PER DETAIL G/C-14.

2. REFER TO ROW "P" GPU'S CONDUIT SCHEMATIC ON SHEET

E-10 FOR SECTION A-A'

3. GPU PAD NOT SHOWN FOR CLARITY.

DOUBLE FULL DEPTH SAWCUT

EX PCC APRON

PVMT - UIP

EX SUBGRADE - UIP

6" GRADED-CRUSHED

AGG BASE COURSE

13" PCC PVMT

6" HOT MIX ASPH PVMT

8" GRADED-CRUSHED

AGG BASE COURSE

FULL DEPTH SAWCUT

VARVAR

3'

(TYP) 14' TO 19' (TYP) 14' TO 19' (TYP)

EX ASPH ROADWAY

5' (TYP)

DUCT BANK IN SOME LOCATIONS-

SEE ELECT DWGS

JOINTS PER DRAWING C-14.

A D / BF

EX OR NEW PVMTJOINT SEALANT

SUNSHADE COLUMN (STEEL "I" BEAM)

2" T

O

" R E

V E

A L

A B

O V

E E

X P

V M

T

REBAR CAGE

BOND BREAKER

24" TO 36"

A P

P R

O X

2'

EMBEDDED THREADED RODS

NOTE

ALL DIMENSIONS AREPER

SUNSHADE MANUFACTURER.

NO ACTION REQUIRED CORNER RELIEF PATCH

FULL DIAMOND RELIEF PATCHHALF DIAMOND RELIEF PATCH

C-13

M

IS

C E

LL

A

N E

O U

S D

E

TA

IL

S

/2

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\ S un sh ad es

\9

_C A

D _G

IS

\9

_C

A D

\D ra w in gs \M

X D

P

-1

7_ C

-1 to C

-1 5.

tte d:

F rid ay

, S ep te m be r 0

7, 1:

:3

P M b y

S m ith , C ur t

Tr ac ki ng

N o.

9/ 7/

M X

D P

-1

7_

C -1 to

C -1

5.

dw g

A

LL

IE

D

S U

P P

O R

T T-

1A S

U N

S H

A D

E S

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

7-

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

C

M

D ra w n by

C S

R ev ie w ed b y:

W

G

CIVIL

EXISTING CONCRETE TRENCH

SCALE: NTS

2 16-INCH CONCRETE TRENCH PATCH - SECTION 'A-A'

SCALE: NTS

C-02 TO

C-05

C-06 TO

C-09

APRON EXTENSION PAVEMENT SECTION

(13-INCH NOMINAL CONCRETE WITH 6-INCH ASPHALT ROAD PATCH)

SCALE: NTS

C-06

CONCEPTUAL FOUNDATION DETAIL

SCALE: NTS

C-13

NOT IN CONTRACT

SUGGESTED TREATMENT FOR BUILDING COLUMNS NEAR

EXISTING CONCRETE AIRFIELD PAVEMENT JOINT

SCALE: NTS

C-13

NOT IN CONTRACT

.5

TO NEAREST JT

BUT NOT LESS

THAN 5'

TO NEAREST JT

BUT NOT LESS

THAN 5'

C-14

6.

5"

1/

2"

C-14

C-15

2 & 3

DWL BAR. SEE

C-14

5 C-15

TOP & BOTTOM

SPACERS

ANCHOR BASKETS

TO AGG BASE

SPREADER WIRE

"VEE" LEG CHAIR.

SEE DETAIL

DWL BAR. SEE

6.

5"

1/

2"

3/4" ±1/8"

HOT POUR ASTM D 6690

PER SPEC

SEALANT RECESSED

1/16" TO 1/4" BELOW

TOP OF PVMT

ASPH PVMT

HEAT RESISTANT

NON MOISTURE

ABSORPTIVE, NON

REACTIVE BACKER ROD

TO FIT SNUG IN JT

PCC PVMT 3/4" TO 1 1/8"

PCC PVMT

EX AGG

BASE

EX AGG BASE

ASPH SHLDR OR

EX ASPH PVMT

C-14

1/2"

1/8" TO 1/4"

CONTRACTOR SHALL PLACE

TEMP 3/8" BACKER ROD IN ALL

INITIAL SAW CUTS IMMEDIATELY

FOLLOWING SAWING TO KEEP

MATERIAL FROM ENTERING SAW

JT.

3"

3/4" (± 1/8")

NON-EXTRUDED PREMOLDED

COMPRESSIBLE MATERIAL

ASTM D-1751 OR 1752

BACKER ROD

3/4" TO 1-1/8"

SEAL 1/16"-1/4"

BELOW SURFACE, TYP

HOT POUR

ASTM D 6690

JT SEALANT

PER SPEC

HEAT RESISTANT

NON MOISTURE ABSORPTIVE,

NON REACTIVE BACKER ROD

TO FIT SNUG IN JT

3"

FINAL SAWCUT DEPTH AS

RECOMMENDED BY JT

SEAL MANUFACTURER

1/8" MIN

INITIAL

SAWCUT

SAWCUT COMPLETED JOINT

CONST JT

1/2" TO 5/8"

SAWCUT COMPLETED JOINT

CONST JT

1/2" TO 5/8"1/2" TO 5/8" 1/2" TO 5/8"

FINAL SAWCUT DEPTH AS

RECOMMENDED BY JT

SEAL MANUFACTURER

AS RECOMMENDED

BY JT SEAL…