Attach 36 - CASS Sys As-built.pdf

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LAUGHLIN, AFB

REPAIR CASS AIR

DISTRIBUTION SYSTEM

G-001

MECHANICAL/ELECTRIC

ENGINEER

ALDERSON &

ASSOCIATES

7700 TORINO

SAN ANTONIO, TEXAS

210-614-1110

FIRM NO. 1008

DEAN ALDERSON, PE

CIVIL ENGINEER

MATKIN HOOVER

8 SPENCER ROAD

BOERNE, TEXAS

830-24-0600

FIRM NO. F4512

JOSHUA VALENTA, PE

CATHODIC PROTECTION

CHAPMAN ENGINEERING

213 COMMERCE

BOERNE, TEXAS

830-816-3311

FIRM NO. F8140

CAL CHAPMAN, PE, NACE

INDEX OF DRAWINGS

PROJECT LOCATION

SCALE: 1"=50'

GI1001

SITE LOCATION MAP

SCALE: N.T.S

GI1001

AREA MAP

SCALE: N.T.S

GI1001

VICINITY MAP

R e p a i r

C

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D i s t r i b u t i o n

S y s t e m

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C-001

THE CONTRACTOR SHALL BE REQUIRED TO STAY WITHIN THE PROJECT WORK AREAS AS

DEFINED ON DWGS C-002 AND CS101-CS107.

1. LAFB WILL REMAIN IN OPERATION DURING CONSTRUCTION. AIRCRAFT WILL HAVE THE

RIGHT OF WAY AT ALL TIMES OUTSIDE OF CONSTRUCTION AREAS.

2. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND

REGULATIONS AND CONSTRUCTION PERMITS THAT ARE PERTINENT TO THIS WORK.

3. ALL DELIVERIES TO THE SITE SHALL BE THROUGH THE CONTRACTOR'S ACCESS LOCATIONS

AS SHOWN ON DWG C-002.

4. MAXIMUM SPEED LIMIT OF ALL VEHICLES AND EQUIPMENT SHALL BE AS POSTED.

5. GATES SHALL BE LOCKED AT ALL TIMES UNLESS MANNED BY A CONTRACTOR-PROVIDED

GATE GUARD OR A MILITARY GUARD. CONTRACTOR MUST ALSO COMPLY WITH ALL OTHER

ACCESS CONTROL REQUIREMENTS.

6. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL SET VERTICAL AND

HORIZONTAL CONTROL FROM THE INFORMATION GIVEN ON THE SURVEY CONTROL PLAN.

DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE D.O.R.

7. PRIOR TO STARTING EACH CONSTRUCTION PHASE, THE CONTRACTOR SHALL INSTALL

BARRICADES AS SHOWN ON DWGS CS101 THROUGH CS107. PRIOR TO STARTING

CONSTRUCTION, THE CONTRACTOR SHALL ALSO INSTALL EROSION CONTROL PROTECTION,

AS SHOWN ON DWG CG800.

8. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND ELEVATION OF ALL UTILITIES

KNOWN PRIOR TO THE START OF CONSTRUCTION. IN THE EVENT OF DAMAGE TO EXISTING

KNOWN UTILITIES AND CABLES THAT ARE TO REMAIN, THE C.O. SHALL BE NOTIFIED

IMMEDIATELY. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO KNOWN UTILITIES

IMMEDIATELY AND AT THE CONTRACTORS EXPENSE.

9. ALL REQUIRED UTILITIES FOR THE CONTRACTOR'S STAGING AREA SHALL BE ARRANGED BY

THE CONTRACTOR AT THE GOVERNMENTS EXPENSE DIRECTLY WITH THE APPROPRIATE

UTILITY AGENCY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE

AVAILABILITY OF UTILITIES AND TO ENCLOSE, SECURE AND SET UP HIS OPERATIONAL AREA.

ADDITIONALLY, THE CONTRACTOR SHALL REESTABLISH TO EXISTING CONDITIONS THE

STAGING AREA AT THE COMPLETION OF THE PROJECT. IF ANY SLOPES HAVE BEEN

CHANGED, THE CONTRACTOR SHALL REGRADE THE SITE TO ITS ORIGINAL CONDITION. ANY

DAMAGE TO EXISTING PAVEMENT, AIRFIELD LIGHTING OR OTHER EXISTING FACILITIES

CAUSED BY THE CONTRACTOR SHALL BE REPLACED BY THE CONTRACTOR AT THE

CONTRACTOR'S SOLE EXPENSE.

10. WASTE MATERIAL PRODUCED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE

DISPOSED OF OFF BASE.

11. THE CONTRACTOR SHALL CONTROL DUST FROM HIS OPERATION TO A LEVEL ACCEPTABLE

TO THE C.O. AT ALL TIMES. THE CONTRACTOR SHALL HAVE AVAILABLE VACUUM BROOMS,

WATERING TRUCKS AND OTHER EQUIPMENT NECESSARY TO CONTROL DUST AND DEBRIS

AT ALL TIMES. ALL METHODS FOR CONTROLLING DUST AND DEBRIS SHALL BE PER

SPECIFICATIONS. DUST AND DEBRIS CONTROL SHALL BE STRICTLY MONITORED DUE TO ITS

IMPACT ON AIRCRAFT SAFETY. FAILURE TO PROPERLY CONTROL DUST AND DEBRIS OR TO

RESPOND TO ANY REQUESTS TO DO SO WILL RESULT IN CONSTRUCTION ACTIVITIES BEING

STOPPED. IN ADDITION TO CONTINUAL DUST AND DEBRIS CLEANUP, THE CONTRACTOR

SHALL BE REQUIRED TO CLEAN TAXIWAYS AND APRON WITH A VACUUM SWEEPER PRIOR

TO OPENING TO AIRFIELD TRAFFIC. AN AVAILABLE VACUUM TRUCK SHALL BE REQUIRED AT

ALL TIMES TO SWEEP THE HAUL ROUTE AND ADJACENT WORK AREAS.

12. THE CONTRACTOR SHALL COOPERATE WITH EXISTING AND FUTURE CONTRACTORS

WORKING IN THE AREA. AT ALL TIMES THE CONTRACTOR SHALL COORDINATE HIS EFFORTS

TO MAINTAIN THE NECESSARY CONSTRUCTION ACCESS ROUTES AND TO ASSURE ALL

CONTRACTS CONTINUE ON A TIMELY BASIS.

13. THE CONTRACTOR SHALL PROVIDE AN EQUIPMENT PLAN FOR THE PROJECT DURATION.

THIS PLAN SHALL INDICATE THE LOCATION AND HEIGHT OF ALL CONSTRUCTION EQUIPMENT

IN ORDER TO DETERMINE THE IMPACT ON FAR PART 77 AIRPORT IMAGINARY SURFACES.

THE MAXIMUM ALLOWABLE STORED HEIGHT OF CONSTRUCTION EQUIPMENT OPERATING IN

THE PROJECT AREA AND LIMITATIONS REGARDING STOCKPILED MATERIALS IS GOVERNED

BY FAA ADVISORY CIRCULAR (AC) 150/5370-2, CURRENT EDITION. WHEN EQUIPMENT IS

EXPECTED TO PENETRATE THE FAR PART 77 SURFACES (FOR ANY RUNWAY IN OPERATION)

OR WHEN CRANES WILL BE USED ON SITE, THE CONTRACTOR SHALL NOTIFY THE C.O. AT

LEAST THIRTY DAYS PRIOR TO START OF CONSTRUCTION. PERMISSION TO USE CRANES

SHALL BE ISSUED BY THE C.O. BOOMS SHALL BE LOWERED OR LIGHTED WITH A 360 DEG

OBSTRUCTION LIGHT WHEN NOT IN OPERATION OR WHEN WORKING AT NIGHT.

14. THE CONTRACTOR SHALL COMPLY WITH ALL MARKING, LIGHTING AND PRECAUTIONARY

PROVISIONS ESTABLISHED BY FAA AC 150/5370-2, CURRENT EDITION.

15. PRIOR TO OPENING ANY AIRCRAFT PAVEMENT TO AIRFIELD TRAFFIC THE CONTRACTOR

SHALL REMOVE ALL MATERIALS AND FOREIGN OBJECTS AND DEBRIS FROM THE PAVEMENT

SURFACES. ONCE THE PAVEMENTS ARE CLEARED FOR AIRCRAFT OPERATION BY THE C.O.,

THE CONTRACTOR SHALL REMOVE THE BARRICADES.

16. IF BASE SECURITY REQUIREMENTS CHANGE DURING THE COURSE OF THE PROJECT, BASE

ACCESS AND SECURITY REQUIREMENTS FOR THE CONTRACTOR MAY BE REVISED.

17. ANY RADIOS THAT THE CONTRACTOR WISHES TO UTILIZE MUST BE COORDINATED WITH

THE CONTRACTING OFFICER TO ENSURE FREQUENCIES ARE ACCEPTABLE.

18. THE CONTRACTOR SHALL STORE MATERIALS AND EQUIPMENT ONLY IN THE DESIGNATED

STAGING AREAS OR IN THE PROJECT AREA.

19. CONTRACTOR SHALL REGRADE AND SEED THE STAGING AREA AT THE COMPLETION OF THE

PROJECT, AS NECESSARY TO RESTORE TO PRE-PROJECT CONDITIONS.

20. THE CONTRACTOR SHALL NOT ALLOW ANY WORKERS OR EQUIPMENT ON ANY ACTIVE BASE

PAVEMENT, NOR SHALL THE CONTRACTOR DISRUPT OR HINDER TRAFFIC ON ANY ROADWAY

WITHIN THE LIMITS OF LAFB WITHOUT WRITTEN CONSENT OF THE C.O.

21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THE STAGING AREA AT ALL

TIMES.

22. ACCESS AND HAUL ROUTES SHALL BE ESTABLISHED BY THE CONTRACTOR AND APPROVED

BY THE C.O.. THE CONTRACTOR SHALL ONLY USE THE HAUL ROUTE APPROVED BY THE C.O.

USE OF UNAUTHORIZED HAUL ROUTES WILL NOT BE ACCEPTABLE. THE HAUL TRUCKS MUST

BE COVERED AT ALL TIMES. IN THE EVENT THAT ANY FOREIGN OBJECT, SPILLAGE, DEBRIS,

OR DUST BUILDS UP AS A RESULT OF HAULING OPERATIONS, THE CONTRACTOR SHALL BE

REQUIRED TO IMMEDIATELY CLEAN AND REMOVE THE MATERIAL. HAUL ACROSS ACTIVE

TAXIWAYS OR APRONS IS STRICTLY PROHIBITED WITHOUT PRIOR APPROVAL OF THE

CONTROL TOWER AND C.O.. TAXIWAY AND RUNWAY CROSSINGS WILL REQUIRE

EXPERIENCED, TRAINED FLAG PERSONS WHO WILL BE REQUIRED TO MONITOR THE

GROUND CONTROL RADIO AT ALL TIMES.

23. CONTRACTORS STAGING AREA SHALL BE LOCATED IN POSITION SHOWN. THE EXACT LIMITS

OF THE CONTRACTOR'S PARKING AND STAGING AREA FOR MATERIAL, STOCKPILING, OFFICE

TRAILERS, AND PARKING FOR WORKERS' VEHICLES PUBLIC SHALL BE ESTABLISHED BY THE

CONTRACTOR WITH THE APPROVAL OF THE C.O.. THE CONTRACTOR SHALL ADVISE ALL

MATERIAL SUPPLIERS OF THE DELIVERY ROUTES TO BE USED FOR THE DELIVERY OF

EQUIPMENT, MATERIALS, OR SUPPLIES. MATERIALS AND EQUIPMENT NOT IN USE SHALL BE

STORED OR PARKED IN AREAS DESIGNATED BY THE C.O. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR RESTRICTING THEIR EQUIPMENT AND PERSONNEL TO THE IMMEDIATE

VICINITY OF CONSTRUCTION AND TO AUTHORIZED AREAS AND SHALL TAKE SUCH

PRECAUTIONS, AT THEIR OWN EXPENSE, AS ARE NECESSARY TO ASSURE COMPLIANCE

WITH THESE REQUIREMENTS. THE C.O. MAY DIRECT THAT DEBRIS PROBLEMS DURING

CONSTRUCTION NOT CORRECTED BY THE CONTRACTOR BE CORRECTED BY OTHERS AT

THE EXPENSE OF THE CONTRACTOR. NO OPEN TOP DUMPSTERS ARE ALLOWED IN THE

PROJECT OR STAGING AREA.

24. CONTRACTOR SHALL PROVIDE CONSTRUCTION ACCESS CONTROL PERSONNEL FOR

CONSTRUCTION ACCESS AT ENTRY CONTROL POINT TO DIRECT CONSTRUCTION TRAFFIC

TO SPECIFIC CONSTRUCTION PHASE AREA, AND TO ENSURE PERSONS ENTERING SITE ARE

AWARE OF REQUIRED AIRCRAFT CLEARANCES. A BASE ESCORT SHALL BE REQUIRED FOR

ALL VEHICLES FROM THE ENTRY CONTROL POINT TO EACH CONSTRUCTION PHASE, UNLESS

CLEARED BY BASE OPERATIONS. PERSONNEL AT THE ENTRY CONTROL POINT SHALL ALSO

CHECK VEHICLES ENTERING THE APRON FOR FOD AND DEBRIS ON THE TIRES AND OTHER

PARTS OF THE VEHICLES. ALL FOD SHALL BE REMOVED PRIOR TO ENTERING THE APRON

AREA.

25. SEE SHEET C-002 FOR SPECIFIC DETAILS ON CONSTRUCTION ACCESS TO WORK AREAS AND

CONSTRUCTION PHASING.

26. A FREE ZONE HAS BEEN APPROVED FOR THIS PROJECT. PRIOR TO BEGINNING WORK EACH

DAY, THE CONTRACTOR IS REQUIRED TO ACTIVATE THE FREE ZONE BY CALLING 47 SFS/S3

AT EXT. 5100 AND 47 OSS/OSAM AT EXT. 5308

27. A FREE ZONE HAS BEEN APPROVED FOR THIS PROJECT. PRIOR TO ENDING WORK EACH

DAY, THE CONTRACTOR IS REQUIRED TO DEACTIVATE THE FREE ZONE BY CALLING 47

SFS/S3 AT EXT. 5100 AND 47 OSS/OSAM AT EXT. 5308

28. ALL VEHICLES WILL YIELD TO TOWED AIRCRAFT, AIRCRAFT TAXIING, AND EMERGENCY

RESPONDERS WITH LIGHTS FLASHING

29. PROVIDE GOVERNMENT FOURTEEN (14) CALENDAR DAY NOTICE BEFORE MOVING TO NEXT

PHASE. ACTUAL TRANSITION WILL BE DONE ON WEEKENDS/NON-FLYING PERIODS TO

FACILITATE TAXIWAY AND TOW LANE RELOCATIONS

GENERAL NOTES:

AC

APPROX

AWG

C/L

CASS

CLR

cm

CMP

C.O.

CU

CY

DEG

DIA, Ø

DWG

DWGS

E

EA

EL, ELEV

EOP

E.W.

EXST

FOD

FT

GALV

ID

I.E.

IN

K

KMPH

KV

L

LAFB

LBS

LF

LO

LT

m

MAX

MH

MIN

mm

MPH

MUTCD

N N.O.

NTS

O.C.

OD

O.F.A.

OFF

PC

PCC

PROP

PSI

R

RCP

REQ'D

RGL

RSA

RT

R/W S

SCH

SF

STD.

SPEC

ST

STA

SY

TEMP

T/W

TYP

VERT

W/

WWF

ASPHALT CONCRETE

APPROXIMATELY

AMERICAN WIRE GAGE

CENTERLINE

CENTRALIZED AIRCRAFT SUPPORT SYSTEM

CLEARANCE

CENTIMETERS

CORRUGATED METAL PIPE

CONTRACTING OFFICER

COPPER

CUBIC YARD

DEGREE

DIAMETER

DRAWING

DRAWINGS

CONSTRUCTION SAFETY NOTES:

1. THE INTENT OF THE PROJECT PHASING IS TO REDUCE THE CONTRACTOR'S IMPACT ON AIRFIELD

OPERATIONS. CONSTRUCTION ACTIVITIES FOR THIS PROJECT OCCUR INSIDE THE AIRFIELD

BOUNDARY AND THE CONTRACTOR SHALL ACQUAINT ALL SUPERVISORS AND EMPLOYEES WITH

AIRFIELD ACTIVITIES AND OPERATIONS THAT ARE INHERENT AT THIS AIRFIELD AND SHALL

CONDUCT ALL CONSTRUCTION ACTIVITIES TO CONFORM TO ALL ROUTINE AND EMERGENCY AIR

TRAFFIC REQUIREMENTS AND GUIDELINES ON SAFETY.

2. VEHICLE IDENTIFICATION - ALL CONTRACTOR VEHICLES WITHIN THE AIRFIELD PROPERTY SHALL DISPLAY IN FULL VIEW ABOVE THE VEHICLE A 3' X 3' [0.91m X 0.91m] OR LARGER ORANGE AND WHITE CHECKERED FLAG, EACH CHECK BEING 1' [0.30m] SQUARE. A FLASHING BEACON IN ACCORDANCE WITH FAA AC 150/5210-58 MAY BE USED INSTEAD OF FLAG. COMPANY LOGOS MUST BE CONSPICUOUSLY PLACED ON EACH SIDE OF ALL VEHICLES OPERATING ON THE AIRFIELD. ALL

VEHICLES OPERATING INSIDE THE AIRFIELD PROPERTY DURING THE HOURS OF DARKNESS

SHALL BE EQUIPPED WITH A FLASHING AMBER (YELLOW) DOME-TYPE LIGHT MOUNTED ON TOP OF

THE VEHICLE AND OF SUCH INTENSITY TO CONFORM TO LOCAL CODES FOR MAINTENANCE AND

EMERGENCY VEHICLES. ONLY VEHICLES MARKED WITH THE CONTRACTORS NAME WILL BE

ALLOWED IN THE CONSTRUCTION AREA.

3. GROUND CONTROL - NO ACTIVE AIRFIELD PAVEMENT CROSSINGS BY ANY OF THE CONTRACTOR'S

VEHICLES ARE ALLOWED WITHOUT AIRPORT OPERATIONS ESCORT OR APPROPRIATE FLAGGING

CONTROLS.

4. PAVEMENT CLOSURES - NO RUNWAY, TAXIWAY, APRON OR AIRFIELD ROADWAY SHALL BE

CLOSED WITHOUT APPROVAL OF THE AIRPORT. A MINIMUM OF FOURTEEN (14) WORKING DAYS

NOTICE OF REQUESTED CLOSING IS REQUIRED.

5. OPEN FLAME - OPEN FLAME, WELDING OR TORCH CUTTING OPERATIONS ARE PROHIBITED

UNLESS ADEQUATE FIRE AND SAFETY PRECAUTIONS HAVE BEEN TAKEN AND THE PROCEDURE IS

APPROVED BY THE BASE. NO DEBRIS BURNING WILL BE ALLOWED.

6. STOCKPILE EROSION AND DUST CONTROL - STOCKPILED MATERIAL AND OPEN EXCAVATIONS

SHALL BE TREATED IN SUCH A MANNER AS TO PREVENT MOVEMENT RESULTING FROM AIRCRAFT

BLAST OR WIND.

7. DEBRIS CONTROL - DEBRIS, WASTE AND LOOSE MATERIAL SHALL NOT BE ALLOWED ON ACTIVE AIRCRAFT MOVEMENT AREAS. IF OBSERVED TO BE ON ACTIVE AIRCRAFT MOVEMENT AREAS, THE

MATERIAL SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR UNDER ESCORT OF BASE

OPERATIONS. CONTRACTOR TO FURNISH FOD BUCKETS IN WORK AREA.

8. BECAUSE THE CONSTRUCTION IS ON OR NEAR ACTIVE RUNWAYS, TAXIWAYS, AND APRONS, ALL

CONSTRUCTION ACTIVITIES SHALL BE CONDUCTED IN A MANNER ACCEPTABLE TO THE

CONTRACTING OFFICER AND THE UNITED STATES AIR FORCE (USAF) TO PROVIDE ACCEPTABLE

LEVELS OF SAFETY FOR ALL AIRPORT OPERATIONS.

9. LIGHTED BARRICADES ARE REQUIRED AS NOTED ANYTIME THE CONTRACTOR IS WORKING OR

WHILE A PORTION OF THE PAVEMENT IS CLOSED. A MINIMUM OF 90% OF THE LIGHTS SHALL BE OPERATIONAL AT EACH BARRICADE LOCATION. ANY LIGHTS FOUND NON-OPERATIONAL SHALL BE

REPAIRED WITHIN 24 HOURS.

10. ALL EXCAVATION, PROTECTION AND OTHER WORK ELEMENTS IN THE AREA OF EXISTING

UTILITIES SHALL BE COORDINATED THROUGH THE C.O.. THE CONTRACTOR IS RESPONSIBLE FOR

LOCATING ALL UTILITIES NOT BEING DEMOLISHED AND PROTECTING THEM.

11. PARKING FOR THE CONTRACTOR'S EMPLOYEES SHALL BE IN THE STAGING AREAS SHOWN ON

DWG G-4 OR AS DETERMINED AT THE PRE-CONSTRUCTION CONFERENCE. IN CASES WHERE

REMOTE PARKING BECOMES NECESSARY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR

TRANSPORTATION OF HIS EMPLOYEES TO AND FROM THE PROJECT SITE.

12. ANY GOVERNMENT OR BASE FACILITY DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED

AND/OR REPLACED AS DIRECTED BY THE C.O. AT THE CONTRACTOR'S EXPENSE.

13. MATERIALS AND EQUIPMENT STORAGE SHALL BE LOCATED AS SHOWN ON DWG C-002.

14. NO EXPLOSIVES WILL BE PERMITTED ON THE JOB SITE.

15. BASE TRAFFIC WILL CONTINUE TO USE THE AREAS NOT CLOSED FOR EACH PARTICULAR PHASE.

CONTRACTORS WORK SHALL NOT INTERFERE WITH ANY BASE OPERATIONS IN ACTIVE AREAS.

CONTRACTOR SHALL CONDUCT WORK IN CONFORMANCE WITH THE REQUIREMENTS OF THE C.O.

AND BASE PERSONNEL AT ALL TIMES.

16. THE MAXIMUM HEIGHT OF STORED CONSTRUCTION EQUIPMENT INCLUDING TRUCKS WITH BEDS RAISED SHALL NOT EXCEED 16 FEET [4.87m].

17. THE CONTRACTOR SHALL POST SAFETY AND PHASING PLAN IN A CLEARLY VISIBLE LOCATION

INSIDE THE CONSTRUCTION TRAILER.

18. CONTRACTOR TO HAVE AIR FORCE SPECIFIED TYPE FIRE EXTINGUISHERS IN WORK AREA.

ABBREVIATIONS:

EASTING

EACH

ELEVATION

EDGE OF PAVEMENT

EACH WAY

EXISTING

FOREIGN OBJECT DEBRIS

FEET

GALVANIZED

INSIDE DIAMETER

INVERT ELEVATION

INLET

K-VALUE

KILOMETERS PER HOUR

KILOVOLT

LENGTH

LAUGHLIN AIR FORCE BASE

POUNDS

LINEAR FEET

LOW POINT

LEFT

METER

MAXIMUM

MANHOLE

MINIMUM

MILLIMETER

MILES PER HOUR

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

NORTHING

NUMBER

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OBJECT FREE AREA

OFFSET

POINT OF CURVATURE

PORTLAND CEMENT CONCRETE

PROPOSED

POUNDS PER SQUARE INCH

RADIUS

REINFORCED CONCRETE PIPE

REQUIRED

RUNWAY GUARD LIGHT

RUNWAY SAFETY AREA

RIGHT

RUNWAY

SLOPE

SCHEDULE

SQUARE FEET

STANDARD

SPECIFICATION

STREET

STATION

SQUARE YARD

TEMPORARY

TAXIWAY

TYPICAL

VERTICAL

WITH

WELDED WIRE FABRIC

SCALE(S) AS NOTED ON THIS SHEET ARE BASED ON A FULL SIZE 24X36 SHEET

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THIS RECORD DRAWING HEREIN REFLECTS TO THE BEST OF THE DESIGN ENGINEER'S

KNOWLEDGE THE APPROXIMATE LOCATION OF THE CONSTRUCTED WORK USING

INFORMATION AS PROVIDED BY THE CONTRACTOR(S), WHO REPRESENTED THAT ALL

FIELD CHANGES AND OTHER DEVIATIONS FROM THE APPROVED CONSTRUCTION

DRAWINGS ARE INCLUDED.

JOSHUA VALENTA, P.E. #114592

MATKIN HOOVER ENGINEERING & SURVEYING, TBPE FIRM NO. F-4512

DATE: JUNE 30, 2016

XX

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C-002

SCALE: 1"=200'

0 100' 200' 300' 400'

ENTRY ACCESS POINT #2

ENTRY ACCESS POINT #3

ENTRY ACCESS POINT #4

ENTRY ACCESS POINT #5 AND

NON-POTABLE WATER STAND

TO NORTH ENTRANCE

AND VISITORS CENTER

RUNWAY 13R-31L

SECOND STREETSECOND STREET

C

A

L

I

F

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A

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LIBERTY DRIVE

FOURTH STREET

FOURTH STREET

FOURTH STREET

LIBERTY DRIVE

C O

L O

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E

L A

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H L

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P

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V O

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TAXIWAY GOLF

LEGEND

SILT FENCE

HAUL ROUTE

SECONDARY HAUL ROUTE

(DURING FRONT

GATE CLOSURE)

TAXIWAY GOLF

AIRCRAFT PARKING APRON

TO WEST GATE

X X X

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ENTRY ACCESS POINT #1

CONTRACTING OFFICE

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CONTRACTOR LAY-DOWN

/STORAGE AREA

CONSTRUCTION ENTRANCE

THIS RECORD DRAWING HEREIN REFLECTS TO THE BEST OF THE DESIGN ENGINEER'S

KNOWLEDGE THE APPROXIMATE LOCATION OF THE CONSTRUCTED WORK USING

INFORMATION AS PROVIDED BY THE CONTRACTOR(S), WHO REPRESENTED THAT ALL

FIELD CHANGES AND OTHER DEVIATIONS FROM THE APPROVED CONSTRUCTION

DRAWINGS ARE INCLUDED.

JOSHUA VALENTA, P.E. #114592

SDx

SDx

SDx

SDx

SDx

SDx

SDx

SDx

SDx SDx SDx

SDx SDx

SCALE(S) AS NOTED ON THIS SHEET ARE BASED ON A FULL SIZE 24X36 SHEET

654321

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SCALE: 1"=100'

0 50' 100' 150' 200'

W

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PAVEMENT TO BE REMOVED

EXISTING JOINTS

LEGEND

WATER MAIN

EXISTING STORM DRAIN SYSTEM

EXISTING PAVEMENT MARKINGS

E R

O S

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FIRST STREET

TAXIWAY GOLF

TAXIWAY GOLF

CASS

EQUIPMENT

BUILDING

SEDIMENT LOG (2, C-502)

50 LF TYP.

50 LF TYP.

LAYDOWN AREA

FIRST STREET

LIMITS OF CONSTRUCTION

1. WRITTEN CONSTRUCTION NOTIFICATION MUST BE GIVEN TO THE APPROPRIATE TCEQ

REGIONAL OFFICE NO LATER THAN 48 HOURS PRIOR TO COMMENCEMENT OF THE REGULATED

ACTIVITY. INFORMATION MUST INCLUDE THE DATE ON WHICH THE REGULATED ACTIVITY WILL

COMMENCE, THE NAME OF THE APPROVED PLAN FOR THE REGULATED ACTIVITY, AND THE NAME

OF THE PRIME CONTRACTOR AND THE NAME AND TELEPHONE NUMBER OF THE CONTACT PERSON.

2. ALL CONTRACTORS CONDUCTING REGULATED ACTIVITIES ASSOCIATED WITH THIS PROJECT

MUST BE PROVIDED WITH COMPLETE COPIES OF THE APPROVED WATER POLLUTION ABATEMENT

PLAN AND THE TCEQ LETTER INDICATING THE SPECIFIC CONDITIONS OF ITS APPROVAL. DURING

THE COURSE OF THESE REGULATED ACTIVITIES, THE CONTRACTORS ARE REQUIRED TO KEEP

ON-SITE COPIES OF THE APPROVED PLAN AND APPROVAL LETTER.

3. IF ANY SENSITIVE FEATURE IS DISCOVERED DURING CONSTRUCTION, ALL REGULATED

ACTIVITIES NEAR THE SENSITIVE FEATURE MUST BE SUSPENDED IMMEDIATELY. THE

APPROPRIATE TCEQ REGIONAL OFFICE MUST BE IMMEDIATELY NOTIFIED OF ANY SENSITIVE

FEATURES ENCOUNTERED DURING CONSTRUCTION. THE REGULATED ACTIVITIES NEAR THE

SENSITIVE FEATURE MAY NOT PROCEED UNTIL THE TCEQ HAS REVIEWED AND APPROVED THE

METHODS PROPOSED TO PROTECT THE SENSITIVE FEATURE FROM ANY POTENTIALLY ADVERSE

IMPACTS TO WATER QUALITY.

4. NO TEMPORARY ABOVEGROUND HYDROCARBON AND HAZARDOUS SUBSTANCE STORAGE

TANK SYSTEM IS INSTALLED WITHIN 150 FEET OF A DOMESTIC, INDUSTRIAL, IRRIGATION, OR

PUBLIC WATER SUPPLY WELL, OR OTHER SENSITIVE FEATURE.

5. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT

MUST BE REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE OFFSITE IMPACTS TO WATER

QUALITY (E.G., FUGITIVE SEDIMENT IN STREET BEING WASHED INTO SURFACE STREAMS OR

SENSITIVE FEATURES BY THE NEXT RAIN).

6. SEDIMENT MUST BE REMOVED FROM SEDIMENT TRAPS OR SEDIMENTATION PONDS NOT LATER

THAN WHEN DESIGN CAPACITY HAS BEEN REDUCED BY 50%. A PERMANENT STAKE MUST BE

PROVIDED THAT CAN INDICATE WHEN THE SEDIMENT OCCUPIES 50% OF THE BASIN VOLUME.

7. LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION CHEMICALS EXPOSED TO STORMWATER

SHALL BE PREVENTED FROM BECOMING A POLLUTANT SOURCE FOR STORMWATER DISCHARGES

(E.G., SCREENING OUTFALLS, PICKED UP DAILY).

TEXAS COMMISSION ON ENVIRONMENTAL QUALITY

WATER POLLUTION ABATEMENT PLAN

GENERAL CONSTRUCTION NOTES

8. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE

SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN

NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE

SITE HAS TEMPORARILY OR PERMANENTLY CEASED. WHERE THE INITIATION OF STABILIZATION

MEASURES BY THE 14TH DAY AFTER CONSTRUCTION ACTIVITY TEMPORARY OR PERMANENTLY

CEASE IS PRECLUDED BY WEATHER CONDITIONS, STABILIZATION MEASURES SHALL BE INITIATED

AS SOON AS PRACTICABLE. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS

TEMPORARILY CEASED, AND EARTH DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 21 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF SITE.

IN AREAS EXPERIENCING DROUGHTS WHERE THE INITIATION OF STABILIZATION MEASURES BY THE

14TH DAY AFTER CONSTRUCTION ACTIVITY HAS TEMPORARILY OR PERMANENTLY CEASED IS

PRECLUDED BY SEASONAL ARID CONDITIONS, STABILIZATION MEASURES SHALL BE INITIATED AS

SOON AS PRACTICABLE.

9. THE FOLLOWING RECORDS SHALL BE MAINTAINED AND MADE AVAILABLE TO THE TCEQ UPON

REQUEST: THE DATES WHEN MAJOR GRADING ACTIVITIES OCCUR; THE DATES WHEN

CONSTRUCTION ACTIVITIES TEMPORARILY OR PERMANENTLY CEASE ON A PORTION OF THE SITE;

AND THE DATES WHEN STABILIZATION MEASURES ARE INITIATED.

10. APPROXIMATE SLOPES WILL REMAIN IDENTICAL TO EXISTING CONTOURS

11. STABILIZATION WILL OCCUR BY REPLACEMENT OF CONCRETE PAVEMENT IN THE LIMITS OF

CONSTRUCTION

FLOW LINES

T A

X I W

A

V O

STORM DRAIN INLET

CONSTRUCTION ENTRANCE

CONSTRUCTION LAYDOWN AREA

CONSTRUCTION ENTRANCE

THIS RECORD DRAWING HEREIN REFLECTS TO THE BEST OF THE DESIGN ENGINEER'S

KNOWLEDGE THE APPROXIMATE LOCATION OF THE CONSTRUCTED WORK USING

INFORMATION AS PROVIDED BY THE CONTRACTOR(S), WHO REPRESENTED THAT ALL

FIELD CHANGES AND OTHER DEVIATIONS FROM THE APPROVED CONSTRUCTION

DRAWINGS ARE INCLUDED.

JOSHUA VALENTA, P.E. #114592

SD

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SCALE(S) AS NOTED ON THIS SHEET ARE BASED ON A FULL SIZE 24X36 SHEET

654321

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IDENTIFICATION

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SCALE: 1"=100'

0 50' 100' 150' 200'

W

SD

EXISTING PAVEMENT

EXISTING JOINTS

PAVEMENT TO BE REMOVED/REPAVED

LEGEND

WATER MAIN

STORM DRAIN

EXISTING PAVEMENT MARKINGS

O V

E R

A L

L

S

I T

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P

L A

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CS100

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FIRST STREET FIRST STREET

TAXIWAY GOLF

TAXIWAY GOLF

47' (TYP)

T A

X I W

A

V O

CASS

EQUIPMENT

BUILDING

VAULT BB

VAULT AA

VAULT Z VAULT Y

VAULT X

VAULT W

VAULT V

VAULT T

VAULT S

VAULT R VAULT Q

VAULT P

CASS BB1

CASS BB2

CASS BB3

CASS AA1

CASS AA2

CASS AA3

CASS AA4

CASS Z1

CASS Z2

CASS Z3

CASS Z4

CASS Z5

CASS Y1

CASS Y2

CASS Y3

CASS Y4

CASS Y5

CASS X1

CASS X2

CASS X3

CASS X4

CASS X5

CASS W1

CASS W2

CASS W3

CASS W4

CASS W5

CASS V1

CASS V2

CASS V3

CASS V4

CASS V5

CASS U1

CASS U2

CASS U3

CASS U4

CASS U5

RECTIFIER T1

RECTIFIER T2

RECTIFIER T3

RECTIFIER T4

RECTIFIER S1

RECTIFIER S2

RECTIFIER S3

RECTIFIER S4

RECTIFIER R4

RECTIFIER R3

RECTIFIER R2

RECTIFIER R1

RECTIFIER Q1

RECTIFIER Q2

RECTIFIER Q3

RECTIFIER Q4

RECTIFIER P4

RECTIFIER P3

RECTIFIER P2

RECTIFIER P1

CAPTURE AREA TYPICAL

(BARRICADES)

VAULT U

25' (TYP)

25' (TYP)

NOTE:

PHASING SHOWN IS REPRESENTATIVE ONLY. CONTRACTOR AND CONTRACTING OFFICER

SHALL COORDINATE IN FIELD. INTENT IS TO BARRICADE TWO ROWS, COMPLETE ONE,

BEGIN THE SECOND, AND CAPTURE THE THIRD AS THE COMPLETED FIRST ROW IS

RETURNED TO SERVICE AND THE THIRD ROW BECOMES AVAILABLE FROM MAINTENANCE.

TYPICAL MEASUREMENTS (25' AND 47') SHALL BE HELD IN ALL PHASING. NO MORE THAN

TWO ROWS SHALL BE CAPTURED SIMULTANEOUSLY. COORDINATE WITH AIRFIELD

MANAGEMENT FOR NOTICE, TIMING, AND PRIOR NOTICE NEEDS. PHASING ORDER IS

SUBJECT TO GOVERNMENT COORDINATION. ALL TRANSITIONS WILL BE PER IAW

CONTRACT REQUIREMENTS AND PREVIOUS STATED NOTES.

JOINT TO MATCH EXISTING

(TYP) (12, C-501)

25' (TYP)

25' (TYP)

THIS RECORD DRAWING HEREIN REFLECTS TO THE BEST OF THE DESIGN ENGINEER'S

KNOWLEDGE THE APPROXIMATE LOCATION OF THE CONSTRUCTED WORK USING

INFORMATION AS PROVIDED BY THE CONTRACTOR(S), WHO REPRESENTED THAT ALL

FIELD CHANGES AND OTHER DEVIATIONS FROM THE APPROVED CONSTRUCTION

DRAWINGS ARE INCLUDED.

JOSHUA VALENTA, P.E. #114592

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W W

W W

W W

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VAULT P

# 5000

VAULT Q

# 5001

SCALE(S) AS NOTED ON THIS SHEET ARE BASED ON A FULL SIZE 24X36 SHEET

654321

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IDENTIFICATION

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SCALE: 1"=20'

0 10' 20' 30' 40'

S I T

E

P

L A

N

A

P R

W

P

Q

CS101

RECTIFIER P 1 RECTIFIER P 3

RECTIFIER P 4

PAVEMENT

PAVEMENT TO BE REMOVED/REPAVED

EXISTING JOINTS

LEGEND

TIE DOWN

RECTIFIER

MANHOLE

CLEANOUT/ACCESS

GROUNDING POINT

WATER MAIN

STORM DRAIN

W

SD

EXISTING PAVEMENT MARKINGS

T A

X I W

G

L

F

APRON ROW P

RECTIFIER P 2

CAPTURE AREA (BARRICADES)

INDIVIDUAL PHASE BOUNDARY

RING AND COVER

JUNCTION BOX

RING AND COVER

JUNCTION BOX

RING AND COVER

JUNCTION BOX

NOTE:

COORDINATE SYSTEM USED IS TEXAS STATE PLANE SOUTH CENTRAL ZONE 4204.

VERTICAL DATUM IS NAVD88.

F I R

R

E E

T

RECTIFIER Q 1

RECTIFIER Q 2

RECTIFIER Q 3

RECTIFIER Q 4

STORM DRAIN INLET

ENTRY POINT

RING AND COVER

JUNCTION BOX

RING AND COVER

JUNCTION BOX

RING AND COVER

JUNCTION BOX

RING AND COVER

JUNCTION BOX

VAULT CONTROL TABLE

DESCRIPTION

VAULT P

VAULT Q

DRAWING

CS101

CS101

POINT #

NORTHING

13685189.3100

13685319.5705

EASTING

1399830.0077

1399704.8758

APRON ROW Q

APRON ROW R

APRON ROW O

47' (TYP)

12.69'

47' (TYP)

9.4'

25' (TYP)

25' (TYP)

9.75'

RING AND COVER

JUNCTION BOX

RING AND COVER

JUNCTION BOX

NOTE:

PHASING SHOWN IS REPRESENTATIVE ONLY. CONTRACTOR AND CONTRACTING OFFICER

SHALL COORDINATE IN FIELD. INTENT IS TO BARRICADE TWO ROWS, COMPLETE ONE,

BEGIN THE SECOND, AND CAPTURE THE THIRD AS THE COMPLETED FIRST ROW IS

RETURNED TO SERVICE AND THE THIRD ROW BECOMES AVAILABLE FROM MAINTENANCE.

TYPICAL MEASUREMENTS (25' AND 47') SHALL BE HELD IN ALL PHASING. NO MORE THAN

TWO ROWS SHALL BE CAPTURED SIMULTANEOUSLY. COORDINATE WITH AIRFIELD

MANAGEMENT FOR NOTICE, TIMING, AND PRIOR NOTICE NEEDS. PHASING ORDER IS

SUBJECT TO GOVERNMENT COORDINATION. ALL TRANSITIONS WILL BE PER IAW

CONTRACT REQUIREMENTS AND PREVIOUS STATED NOTES.

JOINT TO MATCH EXISTING

(TYP) (12, C-501)

THIS RECORD DRAWING HEREIN REFLECTS TO THE BEST OF THE DESIGN ENGINEER'S

KNOWLEDGE THE APPROXIMATE LOCATION OF THE CONSTRUCTED WORK USING

INFORMATION AS PROVIDED BY THE CONTRACTOR(S), WHO REPRESENTED THAT ALL

FIELD CHANGES AND OTHER DEVIATIONS FROM THE APPROVED CONSTRUCTION

DRAWINGS ARE INCLUDED.

JOSHUA VALENTA, P.E. #114592

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VAULT R

# 5002

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# 5003

SCALE(S) AS NOTED ON THIS SHEET ARE BASED ON A FULL SIZE 24X36 SHEET

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Z:\PROJECTS\2655 - laughlin cass\As-Built\C\07 SITE PLAN, APRON ROWS R & S.dwg

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CS102

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F I R

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APRON ROW R

LEGEND

RECTIFIER R 1

RECTIFIER R 2 RECTIFIER R 4

STORM DRAIN INLET

EXISTING PAVEMENT

PAVEMENT TO BE REMOVED

EXISTING JOINTS

TIE DOWN

RECTIFIER

MANHOLE

BOLLARD

CLEANOUT/ACCESS

GROUNDING POINT

WATER MAIN

STORM DRAIN

W

SD

EXISTING PAVEMENT MARKINGS

CAPTURE AREA (BARRICADES)

INDIVIDUAL PHASE BOUNDARY

RING AND COVER

JUNCTION BOX

RING AND COVER

JUNCTION BOX

RING AND COVER

JUNCTION BOX

RING AND COVER

JUNCTION BOX

RING AND COVER

JUNCTION BOX

NOTE:

COORDINATE SYSTEM USED IS TEXAS STATE PLANE SOUTH CENTRAL ZONE 4204.

VERTICAL DATUM IS NAVD88.

VAULT CONTROL TABLE

DESCRIPTION

VAULT R

VAULT S

DRAWING

CS102

CS102

POINT #

NORTHING

13685406.3040

13685536.7444

EASTING

1399622.2989

1399497.7199

F I R

R

E E

T

APRON ROW S

RECTIFIER S 2

RECTIFIER S 3

RECTIFIER S 4

RECTIFIER S 1

ENTRY POINT

RING AND COVER

JUNCTION BOX

RING AND COVER

JUNCTION BOX

RING AND COVER

JUNCTION BOX

RING AND COVER

JUNCTION BOX

APRON ROW T

RECTIFIER R 3

APRON ROW Q

47' (TYP)

10.73'

47' (TYP)

12.75'

NOTE:

PHASING SHOWN IS REPRESENTATIVE ONLY. CONTRACTOR AND CONTRACTING OFFICER

SHALL COORDINATE IN FIELD. INTENT IS TO BARRICADE TWO ROWS, COMPLETE ONE,

BEGIN THE SECOND, AND CAPTURE THE THIRD AS THE COMPLETED FIRST ROW IS

RETURNED TO SERVICE AND THE THIRD ROW BECOMES AVAILABLE FROM MAINTENANCE.

TYPICAL MEASUREMENTS (25' AND 47') SHALL BE HELD IN ALL PHASING. NO MORE THAN

TWO ROWS SHALL BE CAPTURED SIMULTANEOUSLY. COORDINATE WITH AIRFIELD

MANAGEMENT FOR NOTICE, TIMING, AND PRIOR NOTICE NEEDS. PHASING ORDER IS

SUBJECT TO GOVERNMENT COORDINATION. ALL TRANSITIONS WILL BE PER IAW

CONTRACT REQUIREMENTS AND PREVIOUS STATED NOTES.

25' (TYP)

25' (TYP)

JOINT TO MATCH EXISTING

(TYP) (12, C-501)

THIS RECORD DRAWING HEREIN REFLECTS TO THE BEST OF THE DESIGN ENGINEER'S

KNOWLEDGE THE APPROXIMATE LOCATION OF THE CONSTRUCTED WORK USING

INFORMATION AS PROVIDED BY THE CONTRACTOR(S), WHO REPRESENTED THAT ALL

FIELD CHANGES AND OTHER DEVIATIONS FROM THE APPROVED CONSTRUCTION

DRAWINGS ARE INCLUDED.

JOSHUA VALENTA, P.E. #114592

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VAULT T

# 5004

VAULT U

# 5005

SCALE(S) AS NOTED ON THIS SHEET ARE BASED ON A FULL SIZE 24X36 SHEET

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CS103

LEGEND

F I R

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RECTIFIER T 1

RECTIFIER T 2

RECTIFIER T 3

RECTIFIER T 4

APRON ROW T

EXISTING PAVEMENT

PAVEMENT TO BE REMOVED /REPAVED

EXISTING JOINTS

TIE DOWN

RECTIFIER

CASS UNIT

MANHOLE

BOLLARD

CLEANOUT/ACCESS

GROUNDING POINT

WATER MAIN

STORM DRAIN

W

SD

EXISTING PAVEMENT MARKINGS

CAPTURE AREA (BARRICADES)

INDIVIDUAL PHASE BOUNDARY

RING AND COVER

JUNCTION BOX

RING AND COVER

JUNCTION BOX

RING AND COVER

JUNCTION BOX

RING AND COVER

JUNCTION BOX

NOTE:

COORDINATE SYSTEM USED IS TEXAS STATE PLANE SOUTH CENTRAL ZONE 4204.

VERTICAL DATUM IS NAVD88.

CURB

STORM DRAIN INLET

CASS U 1

CASS U 2

CASS U 5

T A

X I W

L

F

ENTRY POINT

PHASE TRENCHING

WITH STEEL SHEETING

TRENCH CROSSING TO

ALLOW TRAFFIC

THROUGHFARE

VAULT CONTROL TABLE

DESCRIPTION

VAULT T

VAULT U

DRAWING

CS103

CS103

POINT #

NORTHING

13685623.3349

13685753.3464

EASTING

1399414.6881

1399290.3261

LEAVE FENCE IN PLACE

OR REPLACE IF NEEDED

APRON ROW U

APRON ROW V

APRON ROW S

47' (TYP)

12.61'

47' (TYP)

10.63'

25' (TYP)

25' (TYP)

CASS U 3 CASS U 4

8" AWNING POST

NOTE:

PHASING SHOWN IS REPRESENTATIVE ONLY. CONTRACTOR AND CONTRACTING OFFICER

SHALL COORDINATE IN FIELD. INTENT IS TO BARRICADE TWO ROWS, COMPLETE ONE,

BEGIN THE SECOND, AND CAPTURE THE THIRD AS THE COMPLETED FIRST ROW IS

RETURNED TO SERVICE AND THE THIRD ROW BECOMES AVAILABLE FROM MAINTENANCE.

TYPICAL MEASUREMENTS (25' AND 47') SHALL BE HELD IN ALL PHASING. NO MORE THAN

TWO ROWS SHALL BE CAPTURED SIMULTANEOUSLY. COORDINATE WITH AIRFIELD

MANAGEMENT FOR NOTICE, TIMING, AND PRIOR NOTICE NEEDS. PHASING ORDER IS

SUBJECT TO GOVERNMENT COORDINATION. ALL TRANSITIONS WILL BE PER IAW

CONTRACT REQUIREMENTS AND PREVIOUS STATED NOTES.

FIRE HYDRANT

LIGHT POLE

CASS EQUIPMENT

BUILDING

COORDINATE WITH MECHANICAL

FOR CONTINUATION

JOINT TO MATCH EXISTING

(TYP) (12, C-501)

THIS RECORD DRAWING HEREIN REFLECTS TO THE BEST OF THE DESIGN ENGINEER'S

KNOWLEDGE THE APPROXIMATE LOCATION OF THE CONSTRUCTED WORK USING

INFORMATION AS PROVIDED BY THE CONTRACTOR(S), WHO REPRESENTED THAT ALL

FIELD CHANGES AND OTHER DEVIATIONS FROM THE APPROVED CONSTRUCTION

DRAWINGS ARE INCLUDED.

JOSHUA VALENTA, P.E. #114592

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VAULT V

# 5006

VAULT W

# 5007

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CS104

BALLARD POST

FIRE HYDRANT

LIGHT POLE

LEGEND

T A

X I W

L

F

F I R

R

E E

T

EXISTING PAVEMENT

PAVEMENT TO BE REMOVED/REPAVED

EXISTING JOINTS

TIE DOWN

CASS UNIT

MANHOLE

CLEANOUT/ACCESS

GROUNDING POINT

WATER MAIN

STORM DRAIN

W

SD

EXISTING PAVEMENT MARKINGS

CAPTURE AREA (BARRICADES)

INDIVIDUAL PHASE BOUNDARY

NOTE:

COORDINATE SYSTEM USED IS TEXAS STATE PLANE SOUTH CENTRAL ZONE 4204.

VERTICAL DATUM IS NAVD88.

APRON ROW V

CASS V 1

CASS V 2

CASS V 3

CASS V 4

CASS V 5

APRON ROW W

CASS W 1

CASS W 2

CASS W 4

CASS W 5

CASS W 3

ENTRY POINT

VAULT CONTROL TABLE

DESCRIPTION

VAULT V

VAULT W

DRAWING

CS104

CS104

POINT #

NORTHING

13685839.8211

13685969.9240

EASTING

1399207.8328

1399083.0794

APRON ROW U

APRON ROW X

25' (TYP)

25' (TYP)

47' (TYP)

9.56'

47' (TYP)

12.39'

NOTE:

PHASING SHOWN IS REPRESENTATIVE ONLY. CONTRACTOR AND CONTRACTING OFFICER

SHALL COORDINATE IN FIELD. INTENT IS TO BARRICADE TWO ROWS, COMPLETE ONE,

BEGIN THE SECOND, AND CAPTURE THE THIRD AS THE COMPLETED FIRST ROW IS

RETURNED TO SERVICE AND THE THIRD ROW BECOMES AVAILABLE FROM MAINTENANCE.

TYPICAL MEASUREMENTS (25' AND 47') SHALL BE HELD IN ALL PHASING. NO MORE THAN

TWO ROWS SHALL BE CAPTURED SIMULTANEOUSLY. COORDINATE WITH AIRFIELD

MANAGEMENT FOR NOTICE, TIMING, AND PRIOR NOTICE NEEDS. PHASING ORDER IS

SUBJECT TO GOVERNMENT COORDINATION. ALL TRANSITIONS WILL BE PER IAW

CONTRACT REQUIREMENTS AND PREVIOUS STATED NOTES.

JOINT TO MATCH EXISTING

(TYP) (12, C-501)

THIS RECORD DRAWING HEREIN REFLECTS TO THE BEST OF THE DESIGN ENGINEER'S

KNOWLEDGE THE APPROXIMATE LOCATION OF THE CONSTRUCTED WORK USING

INFORMATION AS PROVIDED BY THE CONTRACTOR(S), WHO REPRESENTED THAT ALL

FIELD CHANGES AND OTHER DEVIATIONS FROM THE APPROVED CONSTRUCTION

DRAWINGS ARE INCLUDED.

JOSHUA VALENTA, P.E. #114592

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VAULT X

# 5008

VAULT Y

# 5009

SCALE(S) AS NOTED ON THIS SHEET ARE BASED ON A FULL SIZE 24X36 SHEET

654321

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CS105

LEGEND

EXISTING PAVEMENT

PAVEMENT TO BE REMOVED/REPAVED

EXISTING JOINTS

TIE DOWN

CASS UNIT

MANHOLE

GROUNDING POINT

WATER MAIN

STORM DRAIN

W

SD

EXISTING PAVEMENT MARKINGS

CAPTURE AREA (BARRICADES)

INDIVIDUAL PHASE BOUNDARY

NOTE:

COORDINATE SYSTEM USED IS TEXAS STATE PLANE SOUTH CENTRAL ZONE 4204.

VERTICAL DATUM IS NAVD88.

VAULT CONTROL TABLE

DESCRIPTION

VAULT X

VAULT Y

DRAWING

CS105

CS105

POINT #

NORTHING

13686056.5200

13686186.8045

EASTING

1399000.6780

1398875.1664

T A

X I W

L

F

F I R

R

E E

T

APRON ROW X

STORM DRAIN INLET

CASS X 1

CASS X 3

CASS X 4

CASS X 5

CASS X 2

APRON ROW Y

STORM DRAIN INLET

CASS Y 1 CASS Y 3

CASS Y 4

CASS Y 5

CASS Y 2

ENTRY POINT

APRON ROW W

APRON ROW Z

47' (TYP)

14.73'

25' (TYP)

25' (TYP)

47' (TYP)

10.6'

NOTE:

PHASING SHOWN IS REPRESENTATIVE ONLY. CONTRACTOR AND CONTRACTING OFFICER

SHALL COORDINATE IN FIELD. INTENT IS TO BARRICADE TWO ROWS, COMPLETE ONE,

BEGIN THE SECOND, AND CAPTURE THE THIRD AS THE COMPLETED FIRST ROW IS

RETURNED TO SERVICE AND THE THIRD ROW BECOMES AVAILABLE FROM MAINTENANCE.

TYPICAL MEASUREMENTS (25' AND 47') SHALL BE HELD IN ALL PHASING. NO MORE THAN

TWO ROWS SHALL BE CAPTURED SIMULTANEOUSLY. COORDINATE WITH AIRFIELD

MANAGEMENT FOR NOTICE, TIMING, AND PRIOR NOTICE NEEDS. PHASING ORDER IS

SUBJECT TO GOVERNMENT COORDINATION. ALL TRANSITIONS WILL BE PER IAW

CONTRACT REQUIREMENTS AND PREVIOUS STATED NOTES.

JOINT TO MATCH EXISTING

(TYP) (12, C-501)

THIS RECORD DRAWING HEREIN REFLECTS TO THE BEST OF THE DESIGN ENGINEER'S

KNOWLEDGE THE APPROXIMATE LOCATION OF THE CONSTRUCTED WORK USING

INFORMATION AS PROVIDED BY THE CONTRACTOR(S), WHO REPRESENTED THAT ALL

FIELD CHANGES AND OTHER DEVIATIONS FROM THE APPROVED CONSTRUCTION

DRAWINGS ARE INCLUDED.

JOSHUA VALENTA, P.E. #114592

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

W

W

W

VAULT Z

# 5010

VAULT AA

# 5011

SCALE(S) AS NOTED ON THIS SHEET ARE BASED ON A FULL SIZE 24X36 SHEET

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SCALE: 1"=20'

0 10' 20' 30' 40'

S I T

E

P

L A

N

A

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W

Z

CS106

LEGEND

T A

X I W

L

F

F I R

R

E E

T

EXISTING PAVEMENT

PAVEMENT TO BE REMOVED/REPAVED

EXISTING JOINTS

TIE DOWN

CASS UNIT

MANHOLE

GROUNDING POINT

WATER MAIN

STORM DRAIN

W

SD

EXISTING PAVEMENT MARKINGS

CAPTURE AREA (BARRICADES)

INDIVIDUAL PHASE BOUNDARY

NOTE:

COORDINATE SYSTEM USED IS TEXAS STATE PLANE SOUTH CENTRAL ZONE 4204.

VERTICAL DATUM IS NAVD88.

STORM DRAIN INLET

APRON ROW Z

CASS Z 2

CASS Z 3

CASS Z 5

CASS Z 1

CASS Z 4

ENTRY POINT

APRON ROW AA

CASS AA 1 CASS AA 2

CASS AA 3

CASS AA 4

ENTRY POINT

VAULT CONTROL TABLE

DESCRIPTION

VAULT AA

VAULT Z

DRAWING

CS106

CS106

POINT #

NORTHING

13686434.4480

13686272.9536

EASTING

1398696.4730

1398793.5300

APRON ROW Y

47' (TYP)

47'

APRON ROW BB

47' (TYP)

25' (TYP)

47' (TYP)

45.16'

7.75'

25' (TYP)

NOTE:

PHASING SHOWN IS REPRESENTATIVE ONLY. CONTRACTOR AND CONTRACTING OFFICER

SHALL COORDINATE IN FIELD. INTENT IS TO BARRICADE TWO ROWS, COMPLETE ONE,

BEGIN THE SECOND, AND CAPTURE THE THIRD AS THE COMPLETED FIRST ROW IS

RETURNED TO SERVICE AND THE THIRD ROW BECOMES AVAILABLE FROM MAINTENANCE.

TYPICAL MEASUREMENTS (25' AND 47') SHALL BE HELD IN ALL PHASING. NO MORE THAN

TWO ROWS SHALL BE CAPTURED SIMULTANEOUSLY. COORDINATE WITH AIRFIELD

MANAGEMENT FOR NOTICE, TIMING, AND PRIOR NOTICE NEEDS. PHASING ORDER IS

SUBJECT TO GOVERNMENT COORDINATION. ALL TRANSITIONS WILL BE PER IAW

CONTRACT REQUIREMENTS AND PREVIOUS STATED NOTES.

JOINT TO MATCH EXISTING

(TYP) (12, C-501)

THIS RECORD DRAWING HEREIN REFLECTS TO THE BEST OF THE DESIGN ENGINEER'S

KNOWLEDGE THE APPROXIMATE LOCATION OF THE CONSTRUCTED WORK USING

INFORMATION AS PROVIDED BY THE CONTRACTOR(S), WHO REPRESENTED THAT ALL

FIELD CHANGES AND OTHER DEVIATIONS FROM THE APPROVED CONSTRUCTION

DRAWINGS ARE INCLUDED.

JOSHUA VALENTA, P.E. #114592

S D

S D

S D

S D

S D

VAULT BB

# 5012

SCALE(S) AS NOTED ON THIS SHEET ARE BASED ON A FULL SIZE 24X36 SHEET

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0 10' 20' 30' 40'

S I T

E

P

L A

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W

S

B

CS107

LEGEND

T A

X I W

L

F

F I R

R

E E

T

EXISTING PAVEMENT

PAVEMENT TO BE REMOVED/REPAVED

EXISISTING JOINTS

TIE DOWN

CASS UNIT

MANHOLE

GROUNDING POINT

WATER MAIN

STORM DRAIN

W

SD

EXISTING PAVEMENT MARKINGS

CAPTURE AREA (BARRICADES)

INDIVIDUAL PHASE BOUNDARY

NOTE:

COORDINATE SYSTEM USED IS TEXAS STATE PLANE SOUTH CENTRAL ZONE 4204.

VERTICAL DATUM IS NAVD88.

APRON ROW BB

CASS BB 1 CASS BB 2

CASS BB 3

ENTRY POINT

VAULT CONTROL TABLE

DESCRIPTION

VAULT BB

DRAWING

CS107

POINT #

NORTHING

13686520.1244

EASTING

1398614.3051

APRON ROW CC

47' (TYP)

47' (TYP)

25' (TYP)

NOTE:

PHASING SHOWN IS REPRESENTATIVE ONLY. CONTRACTOR AND CONTRACTING OFFICER

SHALL COORDINATE IN FIELD. INTENT IS TO BARRICADE TWO ROWS, COMPLETE ONE,

BEGIN THE SECOND, AND CAPTURE THE THIRD AS THE COMPLETED FIRST ROW IS

RETURNED TO SERVICE AND THE THIRD ROW BECOMES AVAILABLE FROM MAINTENANCE.

TYPICAL MEASUREMENTS (25' AND 47') SHALL BE HELD IN ALL PHASING. NO MORE THAN

TWO ROWS SHALL BE CAPTURED SIMULTANEOUSLY. COORDINATE WITH AIRFIELD

MANAGEMENT FOR NOTICE, TIMING, AND PRIOR NOTICE NEEDS. PHASING ORDER IS

SUBJECT TO GOVERNMENT COORDINATION. ALL TRANSITIONS WILL BE PER IAW

CONTRACT REQUIREMENTS AND PREVIOUS STATED NOTES.

THIS RECORD DRAWING HEREIN REFLECTS TO THE BEST OF THE DESIGN ENGINEER'S

KNOWLEDGE THE APPROXIMATE LOCATION OF THE CONSTRUCTED WORK USING

INFORMATION AS PROVIDED BY THE CONTRACTOR(S), WHO REPRESENTED THAT ALL

FIELD CHANGES AND OTHER DEVIATIONS FROM THE APPROVED CONSTRUCTION

DRAWINGS ARE INCLUDED.

JOSHUA VALENTA, P.E. #114592

REAR OF

AIRCRAFT

TIEDOWN AND GROUNDING ROD LAYOUT

1. ORIENTATION OF LAYOUT VARIES FROM ROW TO ROW. SEE

PROPOSED TIEDOWN PLAN FOR ORIENTATION FOR EACH

ROW.

2. GROUNDING RODS WILL BE INDICATED WITH WHITE PAINTED

CIRCLE ON CONCRETE.

NOTES:

FRONT OF AIRCRAFT

NTS

m

1.00' [0.30m]

8.00'

[2.44m]

INNER WHITE FUEL OPERATIONS SAFETY LINE

m

8.00'

[2.44m]

1.00' [0.10m] x 3.00' [0.91m]

PAINTED NOSE WHEEL MARKING

WITH 6" BLACK OUTLINE

SEE INSET A

6" [152.40mm] SOLID YELLOW CENTERLINE

MARKING WITH 6" [152.40mm] BLACK OUTLINE

GROUNDING

POINTS SEE

m

TIEDOWNS SEE.

m

R O

Z

A

A B

B m

R O m

R O

Z

A

A B

B m

R O

4" [101.60mm] - ID

5" [0.12m]

MIN

TIEDOWN DETAIL

1. ORIENTATE EYE-BOLT PARALLEL TO AIRCRAFT CENTERLINE.

2. ANCHORS ARE NOT DESIGNED AS AIRCRAFT THRUST ANCHORS.

NOTES:

NTS

m

T

H I C

K

C

O N

C R

E T

E

N

E W m

T

H I C

K

C

O N

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5/8"X5" [0.15mX0.13m] GALVANIZED

OVAL EYE-BOLT (5" [0.13m] MIN./7" [0.18m]

MAX. SHANK LENGTH) JOSLYN #9408 OR CHANCE

#29958 OR APPROVED EQUAL. IF NECESSARY,

CUT SHANK TO LENGTH

MINIMUM COMPRESSIVE STRENGTH

5,000 PSI CONCRETE OR GROUT

R0.75'

[0.02m]

GROUNDING ROD EYE AND SLEEVE ASSEMBLY DETAIL

GROUND ROD PENETRATION END DETAIL

R m

NTS

NTS

m m m

COPPER SLEEVE

COMPRESSED ON ROD

3/4" [.02m] X 10' [3.04m] COPPER, COPPER

CLAD STEEL, GALVANIZED STEEL

OR COPPER ZINC-SILICON ALLOY

6" [0.15m]

MAX

m

GROUNDING ROD PAVEMENT RECESS DETAIL

SECTION BSECTION A

NTS

PAVEMENT

EDGES ROUNDED

ANCHOR

SEE

APPROX

3-1/4" [0.82m] R

A

B

INSET A

1' x 3' [0.30m x 0.91m]

NOSE WHEEL MARKING

6" [0.15m] YELLOW

TAXIWAY CENTERLINE

MARKING

MEASURING POINT AT

CENTER OF BLOCK

6" [0.15m] BLACK

OUTLINE (TYP)

SCALE(S) AS NOTED ON THIS SHEET ARE BASED ON A FULL SIZE 24X36 SHEET

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PREMOULDED EXPANSION

JOINT FILLER CONFORMING TO

ASTM D1751 OR D1752

Z

Z

LONGITUDINAL EXPANSION JOINT

USE AROUND BLDGS, STRUCTURES, AND SURFACE INLETS

3/4"

3/4"

1.25*Hd

5'MIN.

SILICONE SEALER

PREMOULDED SLIP JOINT

FILLER CONFORMING TO ASTM

D1751 OR D1752

Z

Z

SLIP JOINT

USE AT PAVEMENT JOINTS

1/4" MINIMUM

3/4"

1.25*Hd

5'MIN.

SILICONE SEALER

TAXIWAY CENTERLINE MARKING

NTS

GEOMETRIC CENTERLINE

6" [.15m] WIDE

BLACK BORDER

6" [.15m] SOLID

YELLOW STRIPE

FINAL SAWCUT FOR JOINT

SEALANT RESERVOIR

W = 1/2" MIN. TO 5/8" MAX.

FINAL SAWCUT DEPTH FOR SEAL AS

REQUIRED FOR SEALANT RECESS AND

BACKER MATERIAL

W

1/2" TO 15/16" (SEE NOTE 1)

W = 1/2" MIN. TO 5/8" MAX.

1/8" TO 1/4"

ASTM D-5893

JOINT SEALER

BUTTED JOINT

NON-MOISTURE ABSORBTIVE NONREACTIVE BACKER

MATERIAL. DIAMETER OF BACKER MATERIAL = W = 1 +1/8"

BACKER

MATERIAL

COMPLETED JOINT

DEPTH OF SAWCUT 1.5" REQUIRED

FOR SEALANT, SEALANT RECESS

AND BACKER MATERIAL

CONSTRUCTION JOINT

SAWCUT

CONSTRUCTION JOINT - ELASTOMERIC SEALANT

N.T.S.

C-501

C I V

N

E R

T

A I L

S

S

H E

DOUBLE SAW CUT

N.T.S.

8" 10"

EXISTING CONCRETE

EDGE TO REMAIN.

ENSURE SMOOTH

JOINT FACE

EXISTING CONCRETE

PAVEMENT TO REMAIN

1'

EXISTING CONCRETE

TO BE DEMOLISHED

DOUBLE (2) FULL

DEPTH SAWCUTS

SURFACE COURSE

BASE COURSE

COMPACTED NATURAL SUBGRADE

LAYER/ COURSE MATERIAL THICKNESS

CONCRETE PAVEMENT

BASE LAYER

95% COMPACTEDCOMPACTED NATURAL SUBGRADE

BASE COURSE

SURFACE COURSE 12" MIN

6" MIN

6" MIN

PAVEMENT DETAIL

N.T.S.

EXISTING

PAVEMENT

INITIAL 1/8"

SAWCUT

1/8"R

Z

Hd

1/4 Hd (1"min)

3/4"

1/2"

SILICONE SEALER

CONTRACTION JOINT

NTS

THIS RECORD DRAWING HEREIN REFLECTS TO THE BEST OF THE DESIGN ENGINEER'S

KNOWLEDGE THE APPROXIMATE LOCATION OF THE CONSTRUCTED WORK USING

INFORMATION AS PROVIDED BY THE CONTRACTOR(S), WHO REPRESENTED THAT ALL

FIELD CHANGES AND OTHER DEVIATIONS FROM THE APPROVED CONSTRUCTION

DRAWINGS ARE INCLUDED.

JOSHUA VALENTA, P.E. #114592

SCALE(S) AS NOTED ON THIS SHEET ARE BASED ON A FULL SIZE 24X36 SHEET

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