QOO ATCBI 100P_Drawings.pdf

NEW CONEX

STORAGE BUILDING

NEW UPS/COMMUNICATIONS

BUILDING

EXISTING EQUIPMENT

BUILDING

EXISTING ENGINE

GENERATOR BUILDING

VICINITY MAP

TRUE NORTH

SITE

TO ANSON, TX

TO ABILENE, TX

HWY 83

NO SCALE

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DATE

APVD

REVIEWED BY

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ISSUED BY DATE

APPROVED BY

DESIGNED

DRAWN

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FEDERAL AVIATION ADMINISTRATION

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ATO - TECHNICAL OPERATIONS SERVICE AREA

MGR: ENGINEERING

ENGINEERING SERVICES

PROJECT ENGINEER

RELEASED FOR:

PTSI Managed Services Inc.

100 W. Walnut Street Pasadena, CA 91124

Firm Registration:

COVER SHEET

GN

SP

AD

ANSON TX

LONG RANGE RADAR SUSTAINMENT PROJECT

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CONSTRUCTION

ATCBI

05/23/2023

#F-3009

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FOR OFFICIAL USE ONLY

FAA - LONG RANGE RADAR SUSTAINMENT PROJECT

QOO ATCBI BUILDING AND RADOME TOWER

ANSON, TEXAS

100% SUBMITTAL - MAY 23, 2023

REV

APPROVED

DATE

DESCRIPTION

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ATO - TECHNICAL OPERATIONS SERVICE AREA

MGR: ENGINEERING

ENGINEERING SERVICES

PROJECT ENGINEER

RELEASED FOR:

PTSI Managed Services Inc.

100 W. Walnut Street Pasadena, CA 91124

Firm Registration:

DRAW ING INDEX

GN

SP

AD

ANSON TX

LONG RANGE RADAR SUSTAINMENT PROJECT

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ATCBI

05/23/2023

#F-3009

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FOR OFFICIAL USE ONLY

SHEET

NUMBER SHEET NAME

GENERAL

QOO 1603186 G001 COVER SHEET

QOO 1603186 G002 DRAWING INDEX

CIVIL

QOO 1603186 C001 GENERAL NOTES, ABBREVIATIONS, AND LEGEND

QOO 1603186 CD101 DEMOLITION PLAN

QOO 1603186 C101 SITE PLAN

QOO 1603186 C102 HORIZONTAL CONTROL PLAN

QOO 1603186 C201 GRADING PLAN

QOO 1603186 C301 EROSION CONTROL PLAN

QOO 1603186 C501 UTILITY PLAN - 1

QOO 1603186 C502 UTILITY PLAN - 2

QOO 1603186 C601 COORDINATE TABLES

QOO 1603186 C801 DETAILS

QOO 1603186 C901 ELECTRICAL SITE PLAN

HAZMAT

QOO 1603186 H101 HAZMAT SITE PLAN

ARCHITECTURE

QOO 1603186 A001 GENERAL NOTES

QOO 1603186 A002 ABBREVIATIONS, LEGEND, MATERIAL SYMBOLS

QOO 1603186 A101 PROPOSED ARCHITECTURAL SITE PLAN

QOO 1603186 A112 EXISTING EQUIPMENT BUILDING FLOOR PLAN & EXTERIOR ELEVATIONS

QOO 1603186 A113 EXISTING ENGINE GENERATOR BUILDING FLOOR PLAN & ELEVATIONS

QOO 1603186 A114 NEW PREFAB COMM/UPS BUILDING FLOOR PLAN & ELEVATIONS

QOO 1603186 A115 NEW CONEX STORAGE BUILDING FLOOR PLAN & ELEVATIONS

QOO 1603186 A130 COMM/UPS BLDG, EQUIPMENT BLDG, E/G BLDG ROOF PLANS

QOO 1603186 A401 ENLARGED FLOOR PLAN AND TOILET ROOM FIXTURES

QOO 1603186 A600 STAIR DETAILS

QOO 1603186 A602 STAIR DETAILS

STRUCTURAL

QOO 1603186 S001 SYMBOLS & LEGEND, DESIGN CODE & STANDARDS, DESIGN LOADS & ABBREVIATIONS

QOO 1603186 S002 GENERAL STRUCTURAL NOTES

QOO 1603186 S003 SPECIAL INSPECTION SCHEDULE

QOO 1603186 S101 OVERALL FOUNDATION PLAN

QOO 1603186 S102 COMM/UPS BUILDING FLOOR PLAN

QOO 1603186 S601 STANDARD CONCRETE DETAILS

QOO 1603186 S602 SECTIONS AND DETAILS

QOO 1603186 S603 TYPICAL STAIR DETAILS

QOO 1603186 S701 3D VIEW

MECHANICAL

QOO 1603186 M001 LEGEND, SYMBOLS AND NOTES

QOO 1603186 MD111 MECHANICAL DEMOLITION ENLARGED FLOOR PLANS

QOO 1603186 MD112 MECHANICAL DEMOLITION ENLARGED FLOOR PLANS

QOO 1603186 M111 MECHANICAL ENLARGED FLOOR PLANS

QOO 1603186 M112 MECHANICAL ENLARGED FLOOR PLAN AND SECTIONS

QOO 1603186 M113 MECHANICAL ENLARGED FLOOR PLAN AND SECTIONS

QOO 1603186 M500 EQUIPMENT SCHEDULES

QOO 1603186 M600 DETAILS

QOO 1603186 M601 DETAILS

QOO 1603186 M801 AIR BALANCE DIAGRAM

PLUMBING

QOO 1603186 P001 LEGEND, SYMBOLS AND NOTES

QOO 1603186 PD111 PLUMBING DEMOLITION FLOOR PLANS

QOO 1603186 P111 PLUMBING ENLARGED FLOOR PLANS

QOO 1603186 P112 PLUMBING ENLARGED FLOOR PLANS

QOO 1603186 P113 PLUMBING ENLARGED FLOOR PLAN

QOO 1603186 P301 RADOME SECTION

QOO 1603186 P500 EQUIPMENT SCHEDULES

QOO 1603186 P600 DETAILS

QOO 1603186 x-p102 PLUMBING UTILITY PLAN

ELECTRICAL

QOO 1603186 E001 LEGEND, SYMBOLS, NOTES AND ABBREVIATIONS

QOO 1603186 ED101 ELECTRICAL DEMOLITION - LIGHTING PLAN OVERALL

QOO 1603186 ED121 ELECTRICAL DEMOLITION - POWER PLAN OVERALL

QOO 1603186 ED150 ELECTRICAL DEMOLITION - ENLARGE POWER AND CABLE TRAY PLAN

QOO 1603186 ED161 ELECTRICAL DEMOLITION - GROUNDING AND LIGHTNING PROTECTION PLAN - OVERALL

QOO 1603186 ED401 ELECTRICAL DEMOLITION - ENLARGED LIGHTING PLANS

QOO 1603186 ED402 ELECTRICAL DEMOLITION - EXISTING RADOME TOWER

QOO 1603186 ED411 ELECTRICAL DEMOLITION - ENLARGED POWER PLANS

QOO 1603186 ED801 ELECTRICAL DEMOLITION - SINGLE LINE DIAGRAM

QOO 1603186 E101 ELECTRICAL LIGHTING PLAN - OVERALL & LIGHTING FIXTURE SCHEDULE

QOO 1603186 E121 ELECTRICAL POWER PLAN - OVERALL

QOO 1603186 E150 ENLARGED CABLE TRAY PLAN - COMM/ UPS BUILDING

QOO 1603186 E151 CABLE TRAY SUPPORT - COMM/ UPS BUILDING AND EQUIPMENT BUILDING

QOO 1603186 E152 ENLARGE FLOOR PENETRATION

QOO 1603186 E153 RISER DIAGRAM - LIGHTING, POWER AND CONTROLS

QOO 1603186 E160 ELECTRICAL GROUNDING AND LIGHTNING PROTECTION PLAN - OVERALL

QOO 1603186 E161 ELECTRICAL GROUNDING - RADOME TOWER

QOO 1603186 E401 ENLARGED LIGHTING PLANS

QOO 1603186 E402 RADOME TOWER LIGHTING AND POWER

QOO 1603186 E403 PHOTOMETRICS - ENLARGE PLANS

QOO 1603186 E404 PHOTOMETRICS - ENLARGE PLANS

QOO 1603186 E411 ENLARGED POWER PLANS

QOO 1603186 E412 ENLARGED UPS/ COMM BUILDING EQUIPMENT LAYOUT

QOO 1603186 E501 PANELBOARD SCHEDULE

QOO 1603186 E502 PANELBOARD SCHEDULE

QOO 1603186 E503 PANELBOARD SCHEDULE

QOO 1603186 E602 STANDARD & MISCELLANEOUS DETAILS

QOO 1603186 E603 STANDARD & MISCELLANEOUS DETAILS

QOO 1603186 E801 SINGLE LINE DIAGRAM

QOO 1603186 XE501 PANELBOARD SCHEDULE

QOO 1603186 XE502 PANELBOARD SCHEDULE

QOO 1603186 XE503 PANELBOARD SCHEDULE

D R A W I N G I N D E X

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SHEET

NUMBER SHEET NAME

FIRE PROTECTION

QOO 1603186 F001 LEGEND, SYMBOLS AND NOTES

QOO 1603186 FD101 FIRE PROTECTION DEMOLITION SITE PLAN

QOO 1603186 FD102 FIRE PROTECTION DEMOLITION FLOOR PLANS

QOO 1603186 F101 FIRE PROTECTION OVERALL SITE PLAN

QOO 1603186 F102 FIRE LIFE SAFETY FLOOR PLANS

QOO 1603186 F501 FIRE ALARM FLOOR PLANS

QOO 1603186 F541 FIRE ALARM RISER DIAGRAM

QOO 1603186 F551 FIRE ALARM DETAILS

QOO 1603186 F552 FIRE ALARM DETAILS

QOO 1603186 F571 FIRE ALARM CALCULATIONS

QOO 1603186 C101 SITE PLAN

QOO 1603186 C102 HORIZONTAL CONTROL PLAN

QOO 1603186 C201 GRADING PLAN

QOO 1603186 C301 EROSION CONTROL PLAN

QOO 1603186 C501 UTILITY PLAN - 1

QOO 1603186 C502 UTILITY PLAN - 2

QOO 1603186 C601 COORDINATE TABLES

QOO 1603186 C801 DETAILS

QOO 1603186 C901 ELECTRICAL SITE PLAN

QOO 1603186 E602 STANDARD & MISCELLANEOUS DETAILS

QOO 1603186 E603 STANDARD & MISCELLANEOUS DETAILS

QOO 1603186 E801 SINGLE LINE DIAGRAM

QOO 1603186 XE501 PANELBOARD SCHEDULE

QOO 1603186 XE502 PANELBOARD SCHEDULE

QOO 1603186 XE503 PANELBOARD SCHEDULE

01 DETAILS - GROUNDING RD - FENCE

XE501 PANELBOARD SCHEDULE801 SINGLE LINE DIAGRAM

E604 E605 E606

STANDARD & MISCELLANEOUS DETAILS

SINGLE LINE DIAGRAM

STANDARD & MISCELLANEOUS DETAILS

STANDARD & MISCELLANEOUS DETAILS

SINGLE LINE DIAGRAMSTANDARD & MISCELLANEOUS DETAILS DRAWING CONTAINS RA

SEAL, ORIGINAL ON FILE

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GENERAL NOTES, LEGEND AND ABBREVIATIONS

C001

LEGEND AND SYMBOLS

EXISTING

GENERAL NOTES: EROSION CONTROL GENERAL NOTES:

DEMOLITION GENERAL NOTES:

GRADING GENERAL NOTES:

AFG ABOVE FINISHED GRADE

ARSR AIR ROUTE SURVEILLANCE RADAR

AVG AVERAGE

ATCT AIRPORT TRAFFIC CONTROL TOWER

BMP BEST MANAGEMENT PRACTICE

BOP BOTTOM OF PIPING

BOT BOTTOM

CIP CAST IN PLACE

CO CLEANOUT

CONC CONCRETE

CONN CONNECTION

COR CONTRACTING OFFICER'S REPRESENTATIVE

CU YD CUBIC YARD

DI DUCTILE IRON

DR DRAIN

DWGS DRAWINGS

DWL DOWEL

EA EACH

E/G EMERGENCY GENERATOR

EL ELEVATION

EQ EQUAL

EXST EXISTING

EXST GR EXISTING GRADE

F FIRE WATER SUPPLY

FAA FEDERAL AVIATION ADMINISTRATION

FDC FIRE DEPARTMENT CONNECTION

FIN GR FINISH GRADE

FLEX FLEXIBLE

FT FEET

FTG FOOTING, FITTING

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

HH HANDHOLE

HORIZ HORIZONTAL

HT HEIGHT

INV EL INVERT ELEVATION

LF LINEAR FEET

LONG LONGITUDINAL

LVL LEVEL

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

N NORTH

NA NOT APPLICABLE

NOM NOMINAL

OC ON CENTER

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

POC POINT OF CONNECTION

PB PULL BOX

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

R RADIUS

RCAG REMOTE CONTROL AIR/GROUND

RCP REINFORCED CONCRETE PIPE

RE RESIDENT ENGINEER

REIN REINFORCEMENT, REINFORCED

RET RETURN

REV REVISION

S SOUTH

SAN SANITARY

SF SQUARE FEET

SIM SIMILAR

SQ SQUARE

STD STANDARD

SYM SYMMETRICAL

THK THICK, THICKNESS

TOC TOP OF CONCRETE, TOP OF CURB

TYP TYPICAL

UTIL UTILITY

UG UNDERGROUND

VERT VERTICAL

W WEST, WIDTH

ABBREVIATIONS:

REVIEWED BY SUBMITTED BY

ISSUED BY DATE

APPROVED BY

DESIGNED

DRAWN

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DRAWING NO

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FEDERAL AVIATION ADMINISTRATION

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ATO - TECHNICAL OPERATIONS

MGR: ENGINEERING

ENGINEERING SERVICES

PROJECT ENGINEER

ANSON TX

LONG RANGE RADAR SUSTAINMENT PROJECT

1603186

QOO - 1603186 -

CENTRAL SERVICE AREA

C O

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ATCBI

05/23/2023

LN

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JCN REDLINE

DATE APVD

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FOR OFFICIAL USE ONLY

REV APPROVED

DATE DESCRIPTION

RELEASED FOR:

CONSTRUCTION

PTSI Managed Services Inc.

100 W. Walnut Street Pasadena, CA 91124 Firm Registration: #F-3009

OWNER FEDERAL AVIATION ADMINISTRATION

SSC CONTACT JOHN STUART 325-660-3862

LOCATION 5213 U.S. HIGHWAY 277, ANSON TEXAS

LATITUDE 32°42' 14" N

LONGITUDE 99° 52' 51" W

ELEVATION 1,810.37'

BASIS OF SURVEY UNITED STATES SURVEY FEET.

HORIZONTAL COORDINATES ARE IN THE TEXAS COORDINATE SYSTEM OF 1983, NORTH AMERICAN

DATUM OF 1983 (NAD83), NORTH CENTRAL ZONE.

VERTICAL ELEVATIONS ARE IN THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

SITE DATA:

1. LOCATIONS AND ELEVATIONS OF EXISTING FEATURES TO BE VERIFIED BY FIELD MEASUREMENTS PRIOR TO

CONSTRUCTION OF NEW WORK.

2. ALL DIMENSIONS TO BE VERIFIED IN THE FIELD. DISCREPANCIES, INCONSISTENCIES OR AMBIGUITIES FOUND BETWEEN THE DRAWINGS, SPECIFICATIONS AND SITE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE RESIDENT ENGINEER (RE) IN WRITING. THE RE WILL ADDRESS DISCREPANCIES, INCONSISTENCIES OR AMBIGUITIES IN WRITING.

ANY WORK COMPLETED AFTER DISCOVERY OF SUCH DISCREPANCIES, WITHOUT RE'S PRIOR WRITTEN AUTHORIZATION, WILL BE CONSIDERED TO BE COMPLETED AT RISK.

3. IF THERE IS ANY QUESTION REGARDING THESE PLANS, REQUEST AN INTERPRETATION BEFORE DOING ANY WORK. USE APPROPRIATE MEANS TO PROTECT THE PROJECT AND ADJACENT PROPERTY FROM EROSION AND SILTATION THAT RESULT FROM YOUR OPERATIONS. USE APPROPRIATE MEANS, (SANDBAGS, TEMPORARY DESILITING BASINS, DIKES, ETC.) AND MAINTAIN THESE MEANS UNTIL SUCH TIME THAT THE PROJECT IS

COMPLETED AND ACCEPTED BY FAA.

4. TAKE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITY LINES, PERMANENT STRUCTURES AND ANY OTHER EXISTING LINES THAT ARE NOT OF RECORD OR SHOWN ON THE PLANS. ANY UTILITIES OR STRUCTURES DAMAGED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED AND/OR REPLACED, UNLESS APPROVED BY THE RE. IF REPAIR AND/OR REPLACEMENT REQUIRED, REPLACE TO A

CONDITION EQUAL TO OR BETTER THAN THE EXISTING AND APPROVED BY THE RE.

5. SECURE ANY REQUIRED PERMITS FOR CONSTRUCTION PRIOR TO START OF CONSTRUCTION.

6. ALL FILL MATERIAL SHALL MEET REQUIREMENTS AS OUTLINED IN THE PROJECT SPECIFICATION SECTIONS

31 20 00 AND 32 11 23.

7. PROVIDE, OPERATE AND MAINTAIN THE CONSTRUCTION SITE LIGHTING NECESSARY TO ILLUMINATE THE SITE AREA ADEQUATELY FOR SAFE WORK. SUBMIT A LIGHTING PLAN TO THE RE FOR REVIEW AND APPROVAL PRIOR TO SITE SETUP AND USE. UPON COMPLETION OF CONSTRUCTION, REMOVE ALL SITE CONSTRUCTION LIGHTING. ALL AREAS AND SURFACES DISTURBED SHALL BE REPAIRED OR REPLACED TO A CONDITION EQUAL

OR BETTER THAN UNLESS APPROVED BY THE RE.

8. ALL UTILITY STRUCTURES IN VEHICULAR TRAFFIC AREAS ARE TO BE H-20 RATED.

9. MANHOLE RIM ELEVATION SHALL BE FLUSH WITH FINISH SURFACE, OR AS INDICATED ON PLANS.

10. COVERS AND CASTINGS OF MANHOLES AND STRUCTURES SHALL BE STAMPED PER THE APPROPRIATE UTILITY TYPE OR PER THE LOCAL STANDARDS, AND SHALL BE STAMPED PER THE ORIGIN OF MANUFACTURE.

11. ESSENTIAL AND PERTINENT INFORMATION REGARDING THE CONSTRUCTION AND COMPLETION OF WORK FOR THIS PROJECT IS CONTAINED IN THE CONTRACT DOCUMENTS AND SPECIFICATIONS. READ AND REVIEW THIS INFORMATION PRIOR TO PERFORMING ANY WORK. ANY DEFICIENT, INCOMPLETE OR INCORRECT WORK SHALL

BE REDONE TO MEET REQUIREMENTS AT NOT ADDITIONAL COST TO THE FAA.

12. DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES USED IN ACCORDANCE WITH SITE CONSTRUCTION, AND CONFORM TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND

REGULATIONS.

13. PROTECT JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND SHALL DEFEND; INDEMNIFY AND HOLD FAA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.

14. EXISTING VEHICULAR ACCESS TO SITE SHALL BE KEPT IN SERVICE DURING THE COURSE OF CONSTRUCTION.

PREPARE A PLAN SHOWING PROPOSED LOCATIONS OF STAGING, STORAGE OF MATERIALS, AND VEHICLES ON

SITE. SUBMIT PLAN TO THE RE FOR APPROVAL PRIOR TO START OF CONSTRUCTION.

15. THE NORMAL ACTIVITIES WITHIN THE FACILITY SHALL CONTINUE DURING CONSTRUCTION. DEVISE A DETAILED WORK SCHEDULE AND CLOSELY COORDINATE WITH THE RE FOR ALL ACTIVITIES. USE CAUTION WHILE WORKING WITHIN THE EXISTING FACILITY (SITE AND BUILDINGS) AS NOT TO DISRUPT THE FUNCTIONS OF THIS

FAA FACILITY.

16. PROTECT ALL NEW AND EXISTING COMMUNICATION EQUIPMENT, ELECTRICAL AND MECHANICAL EQUIPMENT, BOTH INSIDE AND OUTSIDE THE BUILDING FROM DAMAGE.

17. MATERIALS SHALL BE NEATLY STORED AND PROTECTED AT ALL TIMES. UPON COMPLETION OF WORK.

RESTORE THIS AREA BACK TO ITS ORIGINAL PRE-CONSTRUCTION CONDITION.

18. ALL CONSTRUCTION MATERIAL SHALL BE PRE-ASSEMBLED TO AN OPTIMUM SIZE AND WEIGHT TO MINIMIZE ACTIVITIES WITH THE FACILITY. VERIFY ACCESS PATHWAYS WITH RE BEFORE START OF CONSTRUCTION.

19. PROVIDE ENCLOSED DUMPSTERS FOR DISPOSAL OF CONSTRUCTION DEBRIS WITHIN AREA DESIGNATED BY RE AT THE PRE-CONSTRUCTION MEETING. THE AREA AROUND THE DUMPSTERS SHALL BE KEPT CLEAN AND FREE OF EXCESS DEBRIS DURING CONSTRUCTION. REMOVE ALL CONSTRUCTION DEBRIS FROM SITE. ANY WASTE THAT CAN ATTRACT WILDLIFE SHALL BE REMOVED FROM THE SITE DAILY. FAA DUMPSTERS SHALL NOT

BE USED FOR CONSTRUCTION DEBRIS.

20. PROVIDE TEMPORARY UTILITIES DURING CONSTRUCTION. VERIFY TEMPORARY UTILITY LOCATIONS AND USE

AS PERMITTED BY RE.

21. PROVIDE SANITARY TOILET FACILITIES WITH WATER FOR THE WORKERS AND RE. ENSURE FACILITIES ARE

PROPERLY SECURED TO WITHSTAND WEATHER AND CONSTRUCTION ACTIVITIES.

22. PROVIDE TEMPORARY POWER FOR ALL CONSTRUCTION ACTIVITIES. CONSTRUCTION TOOLS SHALL BE POWERED FROM THE TEMPORARY POWER SOURCE ONLY. ALL POWER TOOLS SHALL BE PRE-APPROVED BY

THE RE.

23. ENSURE THAT ALL WALL PENETRATIONS, NEW AND EXISTING ARE WATERTIGHT. PROVIDE WATERTIGHT ASSEMBLY FOR OPENINGS REQUIRING NEW SEALANT APPLICATION. INFORM THE RE PRIOR TO INSTALLATION

OF WATERTIGHT ASSEMBLY.

24. SHUTDOWN AND CUTOVERS OF ENVIRONMENTAL AND ELECTRICAL SYSTEMS SHALL BE PERFORMED BY FAA

PERSONNEL. ALL PREPARATORY WORK FOR SHUTDOWN AND CUTOVER SHALL BE SCHEDULED AND

COORDINATED WITH THE RE A MINIMUM OF 30 DAYS IN ADVANCE.

1. NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE

RAPID CONSTRUCTION OF EMERGENCY DEVICES WHEN RAIN IS IMMINENT.

2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES.

3. IMPLEMENT ESTABLISHED BMPS CONFORMING TO FEDERAL AND STATE LAWS FOR ALL CONSTRUCTION ACTIVITIES

AS APPLICABLE.

4. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE RE.

5. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED IF THE UTILITY/SITE WORK HAS PROGRESSED

TO THE POINT WHERE THEY ARE NO LONGER NEEDED AND THE REMOVAL APPROVED BY THE RE.

6. GRADED AREAS ADJACENT TO FILL SLOPE LOCATED AT THE SITE PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. ALL LOOSE SOILS AND DEBRIS THAT MAY CREATE A POTENTIAL HAZARD TO OFF-SITE PROPERTY SHALL BE STABILIZED OR REMOVED FROM THE SITE ON A DAILY BASIS.

7. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY.

8. ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER EACH RAINSTORM AND BE

DISPOSED OF PROPERLY IN A MANNER TO BE DETERMINED BY THE RE.

9. AFTER A RAINSTORM, ALL BMPS SHALL BE INSPECTED AND RESTORED AS NECESSARY TO ENSURE EFFECTIVENESS.

10. PLACE ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE AND CONTAIN POLLUTANTS WITHIN THE SITE AS REQUIRED. ADDITIONAL DEVICES AS NEEDED SHALL BE INSTALLED TO RETAIN SEDIMENTS AND OTHER POLLUTANTS

ON SITE.

11. STORM WATER POLLUTION AND EROSION CONTROL DEVICES ARE TO BE MODIFIED, AS NEEDED, AS THE PROJECT PROGRESSES. PLANS REPRESENTING CHANGES MUST BE SUBMITTED FOR APPROVAL IF REQUESTED BY

APPROPRIATE AUTHORITIES.

12. EVERY EFFORT SHOULD BE MADE TO ELIMINATE THE DISCHARGE OF NON-STORM WATER FROM THE PROJECT SITE

AT ALL TIMES.

13. ERODED SEDIMENTS AND OTHER POLLUTANTS RESULTING FROM CONSTRUCTION ACTIVITIES MUST BE RETAINED ON-SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL

DRAINAGE COURSES, AND/OR WIND.

14. STOCKPILES OF EARTH AND OTHER CONSTRUCTION-RELATED MATERIALS MUST BE PROTECTED FROM BEING

TRANSPORTED FROM THE SITE BY WIND AND/OR WATER.

15. ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION RESULTING FROM CONSTRUCTION MUST BE

STABILIZED AS TO INHIBIT EROSION BY WIND AND/OR WATER.

16. FUELS, OILS, SOLVENTS, OR OTHER HAZARDOUS MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOILS AND SURFACE WATERS. ALL APPROVED SITE STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A

PROPER MANNER, SPILLS MAY NOT BE WASHED INTO THE SITE DRAINAGE SYSTEM.

17. TRASH AND CONSTRUCTION-RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO

PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND.

18. EROSION CONTROL PLAN IS TO BE USED FOR THE LOCATION AND CONSTRUCTION OF THE TEMPORARY EROSION CONTROL STRUCTURES AND DEVICES ONLY. DO NOT USE THIS PLAN AS A SITE GRADING PLAN OR FOR THE

CONSTRUCTION OF ANY PERMANENT IMPROVEMENTS.

19. DO NOT ALLOW ANY SILT OR SEDIMENT TO LEAVE THE CONSTRUCTION WORK AREAS. ANY TRACK-OUT OR DEPOSITION OF SILT OR SEDIMENT OUTSIDE THE CONSTRUCTION SITE SHALL BE CLEANED AND REMOVED ON A DAILY

BASIS.

20. DURING CONSTRUCTION, PREVENTATIVE MEASURES SHALL BE USED TO CONTROL FORESEEABLE DUST, EROSION, OR SEDIMENTATION PROBLEMS WHICH MAY ARISE AS WORK PROGRESSES.

21. REMOVE ALL SILT AND DEBRIS RESULTING FROM HIS WORK DEPOSITED IN DRAINAGE FACILITIES, ROADWAYS, AND

OTHER AREAS.

22. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AT THE END OF CONSTRUCTION, UNLESS OTHERWISE

NOTED.

23. THE STABILIZED EARTH ENTRANCE LOCATION, SHALL BE INSTALLED AND APPROVED BY THE RE.

1. CALL UNDERGROUND SERVICE ALERT AT LEAST TWO DAYS PRIOR TO EXECUTING DIGGING ACTIVITIES.

2. COORDINATE THE DISCONNECTION OF UTILITIES THROUGH THE OWNER'S REPRESENTATIVE. DEMOLITION SHALL NOT BEGIN UNTIL WRITTEN OWNER'S REPRESENTATIVE APPROVAL IS RECEIVED. ALL EXISTING UTILITIES ARE TO BE TERMINATED AT THEIR POINT OF CONNECTION TO THE MAINS. WHERE CONNECTIONS OF NEW UTILITIES TO EXISTING UTILITIES ARE SHOWN ON THE PLANS, EXPOSE THE EXISTING LINES AT THE PROPOSED CONNECTIONS TO VERIFY THE LOCATIONS, SIZES, MATERIAL TYPES AND DEPTHS PRIOR TO EXCAVATION OF THE NEW LINES.

3. TAKE ALL PRECAUTIONARY MEASURES TO PROTECT ALL UTILITY LINES, PERMANENT STRUCTURES AND ANY OTHER EXISTING FEATURES THAT ARE NOT OF RECORD OR SHOWN ON THE PLANS. ANY UTILITIES OR STRUCTURES DAMAGED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED AND/OR REPLACED, UNLESS APPROVED BY THE RE, TO A CONDITION EQUAL TO OR BETTER THAN EXISTING AND APPROVED BY THE RE.

4. RESTORE ANY MONUMENTATION AND/OR BENCHMARKS THAT ARE DISTURBED OR DESTROYED BY DEMOLITION OR CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY A

LICENSED SURVEYOR.

1. PROPOSED ELEVATIONS INDICATED ARE FOR TOP OF FINAL GRADE, PAVEMENT FINISH SURFACE OR STRUCTURE

FINISHED FLOOR UNLESS INDICATED OTHERWISE.

2. ELEVATION DENOTED AS "MATCH" ARE INTENDED TO MEET EXISTING GRADE ELEVATIONS. VERIFY ELEVATIONS AT

TIE-INS AND MATCH POINTS PRIOR TO BEGINNING CONSTRUCTION.

3. EXTERIOR FINISHED GRADES AT BUILDING ENTRANCES AND DOORWAY THRESHOLDS SHALL BE MAXIMUM 1

4" BELOW

FINISHED FLOOR IF A VERTICAL THRESHOLD IS PROVIDED, AND SHALL BE MAXIMUM 1

2" BELOW BUILDING FINISHED

FLOOR IF A BEVELED THRESHOLD IS PROVIDED, UNLESS INDICATED OTHERWISE. ALL OTHER EXTERIOR GRADES

SHALL BE 6" BELOW ADJACENT FINISHED FLOOR GRADES UNLESS INDICATED OTHERWISE.

4. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. ANY DRAINAGE FEATURE OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER

SUBJECT TO THE APPROVAL OF THE RE.

5. SURFACES AROUND THE FACILITY SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND

PAVEMENTS.

6. REMOVE STANDING WATER FROM THE PROJECT WORK LIMITS AS NECESSARY TO PROTECT SUBGRADE, SUBBASE, AND/OR BASE COURSE OF NEW PAVEMENT, SURROUNDING PAVEMENT-TO-REMAIN, OR OTHER COMPLETED WORKS.

7. TOP ELEVATION OF ALL UTILITY STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH FINISH GRADE ELEVATION.

8. FINISHED GRADE SHALL BE SLOPED AT A UNIFORM SLOPE BETWEEN SPOT ELEVATIONS.

XXXX

XXXX

W

E

SS

FO

SF

PROPERTY BOUNDARY

EXISTING FENCE

EXISTING TELEPHONE LINE

EXISTING WATER LINE

EXISTING SEWER LINE

EXISTING STORM DRAIN LINE

EXISTING POWER LINE

EXISTING WATER VALVE

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING FIBER OPTIC LINE

EXISTING EDGE OF PAVEMENT

EXISTING FLOWLINE

EXISTING TREE LINE

X X X

(E)

(T)

(W)

(SS)

(SD)

(XXXX)

(XXXX)

(FO)

NEW

PROPOSED FLOW LINE

PROPOSED CONCRETE

FOUNDATION SLAB

PROPOSED CONCRETE SIDEWALK

AGGREGATE REPLACEMENT

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

GRADING DAYLIGHT LINE

PROPOSED WATER LINE

PROPOSED SEWER LINE

PROPOSED FIBER OPTIC LINE

PROPOSED POWER LINE

DEMOLITION

CLEAR AREA OF VEGETATION

AND TREES

EXISTING STRUCTURE TO BE

DEMOLISHED AND/OR REMOVED

ITEMS TO BE PROTECTED

IN PLACE

TEMPORARY (EROSION CONTROL)

TEMPORARY CONSTRUCTION

ENTRANCE

CONCRETE WASTE MANAGEMENT

INLET PROTECTION

TEMPORARY SILT FENCE

KN

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KEVIN NEEDHAM

131575

(SS)

(SS)

(T) (T)

(T) (T)

(T) (T)

(T) (T)

(T) (T)

(T) (T)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(T) (T)

(T)

(T

(T

(T

(T)

(FO

(FO

(FO

(FO

(F O

(F

O

(FO)

(FO)

(W) (W)

(W)

(W

(W

(W

(W

(T)

(T

(T

(T

(E) (E)(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E

(E) (E)

(E) (E)

(E) (E)

(E) (E)

(E) (E)

(E) (E)

(E) (E)

(E) (E)

(E) (E)

(E) (E)

(E)

(SD)

(W) (W)

(W) (W)

(W) (W)

(W) (W)

(W) (W)

(W) (W)

(E)

(E)

(E)

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

X

X

X

X

X

X

X

X

X

X

X X

X X

X X

X X

X X

X X

X

X X

X X

X X

X X X

X X

X X

X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

(1

0)

(1816)

(1817)

(1818)

(1819) (1

1)

(1822)

(1

2) (18

(1

3)

(1815)

(1820)

(1816)

(18

(18

(1819)

(1

1)

(18

(1825)

(1

2) (1

3)

(1

4)

(1826)

(W)

(T) (T)

(T) (T)

(T) (T)

(T) (T)

(T) (T)

(T) (T)

(T) (T)

(T) (T)

(T) (T)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(E) (E)

(E) (E)

(E) (E)

(E) (E)

(E) (E)

(E) (E)

(E) (E)

(E) (E)

(SD)

(SD)

(SD)

(E)

(E)

(E)

(E)

(E)

(W) (W)

(W) (W)

(W) (W)

(W) (W)

(W) (W)

(W) (W)

(W) (W)

(W) (W)

(T)

(T)

(T)

(T)

(T)

(W

(W

(W

(W

(W

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

X

X

X

X

X

X

X X

X

X

(1810)

(1815)

(1811)

(1811)

(1812)

(1813)

(1814)

(1816)

X

X

X

X X

X X

X X

X X

X X

X

X

KEYNOTES

DEMOLISH AND REMOVE EXISTING STORAGE BUILDING AND FOUNDATION.

DEMOLISH AND REMOVE EXISTING FTI/COMM BUILDING AND FOUNDATION.

PROTECT IN PLACE EXISTING EQUIPMENT BUILDING AND A/C UNITS.

PROTECT IN PLACE EXISTING E/G BUILDING.

PROTECT IN PLACE EXISTING CONCRETE SIDEWALK .

PROTECT IN PLACE EXISTING RADOME TOWER PIER.

PROTECT IN PLACE EXISTING TRANSFORMER PAD.

PROTECT IN PLACE EXISTING FUEL TANK PAD.

PROTECT IN PLACE EXISTING UNDERGROUND POWER LINE.

PROTECT IN PLACE EXISTING TELEPHONE LINE.

PROTECT IN PLACE EXISTING FIBER OPTIC LINE.

PROTECT IN PLACE EXISTING FENCE.

PROTECT IN PLACE EXISTING GATES.

CLEAR VEGETATION FOR A WIDTH OF 5 TO 10 FEET.

DEMOLISH EXISTING WATER VALVE.

DEMOLISH EXISTING WATER LINE.

PROTECT IN PLACE EXISTING STORM DRAIN OR STORM DRAIN STRUCTURE.

REMOVE EXISTING SEWER LINE.

PROTECT IN PLACE EXISTING SEPTIC TANK.

PROTECT IN PLACE EXISTING LEECH FIELD.

PROTECT IN PLACE EXISTING BOLLARD.

PROTECT IN PLACE EXISTING PULL BOX.

02.01 02.02 02.03 02.04 03.01 03.02 03.03 03.04 26.01 27.01 27.02 32.01 32.02 32.03 33.01 33.02 33.03 33.04 33.05 33.06

DEMOLITION PLAN

CD101

LEGEND

PROPERTY BOUNDARY

EXISTING FENCE

EXISTING TELEPHONE LINE

EXISTING WATER LINE

EXISTING SEWER LINE

EXISTING STORM DRAIN LINE

EXISTING TREE LINE

CLEAR AREA OF VEGETATION

AND TREES

EXISTING STRUCTURE TO BE

DEMOLISHED AND/OR

REMOVED

X X X

32.03

02.02

33.02

26.01

33.01

32.02

27.01

02.01

03.02

02.03

03.03

02.04

03.04

03.01

33.04

33.06

33.05

32.01

33.02

33.03

33.02

32.01

03.02

03.02

03.02

(E)

(T)

(W)

(SS)

(SD)

SCALE:CD101 1" = 20'

DEMOLITION PLAN - 2A6

20' 40'0'20'

SCALE: 1" = 20'

GENERAL NOTES

1. FOR ABBREVIATIONS, LEGEND, AND GENERAL NOTES, REFER TO SHEET C001.

2. BACKFILL EXCAVATED AREAS IN ACCORDANCE WITH SPECIFICATION SECTION 31 20 00.

3. EXISTING SITE CONDITIONS TO BE VERIFIED DURING CONSTRUCTION.

4. THE EXISTING FTI/COMM BUILDING AND CABLING TO ANTENNAS CANNOT BE REMOVED UNTIL AFTER THE NEW

COMM/UPS BUILDING AND CABLES ARE INSTALLED, AND ELECTRONIC EQUIPMENT IS RELOCATED TO THE NEW COMM/UPS BUILDING. COORDINATE WITH SSC BEFORE REMOVAL AND INSTALLATION OF ELECTRONIC

EQUIPMENT AND CABLES.

5. REMOVE EXISTING AGGREGATE AND STOCKPILE ON SITE PRIOR TO GRADING OPERATIONS. REUSE

AGGREGATE AND REPLACE AS NEEDEDIN KIND PER TX DTOR REQUIREMENTS.

ACCESS ROAD

EXISTING

FENCE

ACCESS ROAD

EXISTING

PULL BOX

EXISTING

CONC. STAMP

EXISTING

CONC. STAMP

EXISTING

CONC. STAMP

EXISTING

TREE LINE

EXISTING

TREE LINE

EXISTING

DRAINAGE

STRUCTURE

EXISTING

CONC. STAMP

EXISTING EDGE

OF PAVEMENT

SCALE:CD101 1" = 20'

DEMOLITION PLAN - 1D6

EXISTING

FENCE

EXISTING

FENCE

KEY MAP

D6

A6

EXISTING

FLOWLINE

200' 400'0'200'

SCALE: 1" = 200'

32.03

32.03

32.01

EXISTING

DRAINAGE

STRUCTURE

33.02 26.01

32.03

REVIEWED BY SUBMITTED BY

ISSUED BY DATE

APPROVED BY

DESIGNED

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MGR: ENGINEERING

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PROJECT ENGINEER

ANSON TX

LONG RANGE RADAR SUSTAINMENT PROJECT

1603186

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CENTRAL SERVICE AREA

C O

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DATE APVD

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

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REV APPROVED

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RELEASED FOR:

CONSTRUCTION

PLAN NORTH

PTSI Managed Services Inc.

100 W. Walnut Street Pasadena, CA 91124 Firm Registration: #F-3009

27.02

EXISTING POWER LINE

EXISTING WATER VALVE

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING FIBER OPTIC LINE

EXISTING EDGE OF PAVEMENT

EXISTING FLOWLINE

ITEMS TO BE PROTECTED

IN PLACE

(XXXX)

(XXXX)

(FO)

33.01

TX STATE HIG

HW

AY 83

FRO

NTAG

E RO

AD

33.07 33.08

33.03

32.01

32.01

32.01 33.08

33.08

33.08

33.08

33.08

33.07

33.07

33.07

(TYP)

(TYP)

(TYP)

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KEVIN NEEDHAM

X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

X

X

X

X

X

X

X

X

X

X

X X

X X

X X

X X

X X

X X

X

X X

X X

X X

X X X

X X

X X

X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X X

X X

X X

X X

X X

X

X

BM2

BM1

SITE PLAN

C101

SCALE:C101 1" = 20'

SITE PLAN - 2A6

20' 40'0'20'

SCALE: 1" = 20'

PROPOSED

COMM/UPS

BUILDING

EXISTING DOUBLE

SWING GATE

EXISTING

FENCE

EXISTING

FENCE

EXISTING

FENCE

EXISTING

FENCE

EXISTINGE/GBUILDING

EXISTING

EQUIPMENT

BUILDING

EXISTING

TRANSFORMER

PAD

EXISTING RADOME

TOWER PIER

03.05

GENERAL NOTES

LEGEND

PROPERTY BOUNDARY

PROPOSED CONCRETE FOUNDATION SLAB

PROPOSED CONCRETE SIDEWALK

AGGREGATE REPLACEMENT

EXISTING FENCE

EXISTING TREE LINE

EXISTING EDGE OF PAVEMENT

EXISTING FLOW LINE

PROPOSED FLOW LINE

X X X

1. FOR ABBREVIATIONS, LEGEND, AND GENERAL NOTES, REFER TO SHEET C001.

2. BACKFILL EXCAVATED AREAS IN ACCORDANCE WITH SPECIFICATION SECTION 31 20 00.

3. EXISTING SITE CONDITIONS TO BE VERIFIED DURING CONSTRUCTION.

KEYNOTES

CONSTRUCT CONCRETE PAD PER DETAIL A8/C801.

CONSTRUCT SIDEWALK PER DETAIL A8/C801.

REPLACE AGGREGATE IN KIND PER TX DOT REQUIREMENTS IN THE AREAS CLEARED DURING THE

DEMOLITION PHASE.

03.05

32.05

EXISTING FUEL

TANK PAD

EXISTING

FENCE

EXISTING

FENCE

EXISTING

PULL BOXES

EXISTING

PULL BOX

EXISTING

PULL BOX

EXISTING

CONC. STAMP

EXISTING

CONC. STAMP

EXISTING

BOLLARDS

PROPOSED

CONEX

STORAGE

EXISTING

CONC. STAMP

EXISTING

BOLLARDS

EXISTING

DRAINAGE

STRUCTURE

EXISTING

BOLLARDS

EXISTING

PULL BOXES

EXISTING

TREE LINE

EXISTING

TREE LINE

EXISTING

DRAINAGE

STRUCTURE

EXISTING

CONC. STAMP

EXISTING EDGE

OF PAVEMENT

TX STATE HIG

HW

AY 83

SCALE:C101 1" = 20'

SITE PLAN - 1D6

EXISTING

FENCE

EXISTING

FENCE

EXISTING

FENCE

EXISTING

PULL BOX

EXISTING DOUBLE

SWING GATE

KEY MAP

D6

A6

NEW FLOWLINE

REFER TO

DETAIL G8/C801

EXISTING

PULL BOX

EXISTING

PULL BOX

PROPOSED

COMM/UPS

BUILDING

SCALE:C101 1" = 10'

ENLARGED VIEWD4

D4

PR

OPO

SE

D

CONEX

ST

ORAG

E

EXISTING

EQUIPMENT

BUILDING

EXISTING

SIDEWALK

EXISTING

EMERGENCY

GENERATOR

BUILDING

SEE ENLARGED

VIEW D4/C101

EXISTING

PULL BOX

10' 20'0'10'

SCALE: 1" = 10'

200' 400'0'200'

SCALE: 1" = 200'

32.05

32.05

EXISTING

A/C

03.05

EXISTING

FLOWLINE

03.05

32.05

ACCESS ROAD

ACCESS ROAD

EXISTING

FLOWLINE

EXISTING

FLOWLINE

EXISTING

DRAINAGE

STRUCTURE

REVIEWED BY SUBMITTED BY

ISSUED BY DATE

APPROVED BY

DESIGNED

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ATO - TECHNICAL OPERATIONS

MGR: ENGINEERING

ENGINEERING SERVICES

PROJECT ENGINEER

ANSON TX

LONG RANGE RADAR SUSTAINMENT PROJECT

1603186

QOO - 1603186 -

CENTRAL SERVICE AREA

C O

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ATCBI

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DATE APVD

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FOR OFFICIAL USE ONLY

REV APPROVED

DATE DESCRIPTION

RELEASED FOR:

CONSTRUCTION

PLAN NORTH

PTSI Managed Services Inc.

100 W. Walnut Street Pasadena, CA 91124 Firm Registration: #F-3009

32.06

32.06

32.06

32.06

32.06

CONCRETE

PARKING PAD

EXISTING

SIDEWALK

PROPOSED

FLOW LINE

PROPOSED

FLOW LINE

PROPOSED

FLOW LINE

FRO

NTAG

E RO

AD

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X X

X X

X X

X X

X X

X X

X X

X X

X X

X

X

X

X

X

X

X

X

X

X

X

X X

X X

X X

X X

X X

X X

X

X X

X X

X X

X X X

X X

X X

X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

919.87'

41.78'

159.50'

200.30'

202.37'

28.72'

79.67'

221.91'

41.78'

18.87'

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

X

X

X

X

X

X

X X

X

X

919.87'

41.78'

BM1

X

X

X

X X

X X

X X

X X

X X

X

X

12091417

919.87'

919.87'

41.78'

41.78'

159.50'

200.30'

202.37'

28.72'

42.00'

3.00' 7.00'

8.00'

.50

4.0 0'

.50

10.00'

.00

.00

1.00'

MIN

79.67'

BM2

BM1

221.91'

7.5 0'

4.0 0'

7.5 0'

4.00'

22.12'

15.00'

4.88'

4.00'

44.93'

15.00'

29.93'

41.78'

18.87'

1.00'MIN

12091417

42.00'

3.00' 7.00'

8.00'

.50

4.0 0'

.50

10.00'

.00

.00

1.00'MIN

BM2

7.5 0'

4.0 0'

7.5 0'

4.00'

22.12'

15.00'

4.88'

4.00'

44.93'

15.00'

29.93'

1.00'MIN

HORIZONTAL CONTROL PLAN

C102

GENERAL NOTES

LEGEND

PROPERTY BOUNDARY

PROPOSED CONCRETE FOUNDATION SLAB

PROPOSED CONCRETE SIDEWALK

AGGREGATE REPLACEMENT

EXISTING FENCE

EXISTING TREE LINE

EXISTING EDGE OF PAVEMENT

EXISTING FLOW LINE

PROPOSED FLOW LINE

X X X

SCALE:C102 1" = 20'

HORIZONTAL CONTROL PLAN - 2A6

20' 40'0'20'

SCALE: 1" = 20'

PROPOSED

COMM/UPS

BUILDING

EXISTING

EQUIPMENT

BUILDING

PROPOSED

CONEX

STORAGE

TX STATE HIG

HW

AY 83

SCALE:C102 1" = 20'

HORIZONTAL CONTROL PLAN - 1D6

PROPOSED

COMM/UPS

BUILDING

SCALE:C102 1" = 10'

ENLARGED VIEWD4

PR

OPO

SE

D

CONEX

ST

ORAG

E

EXISTING

EQUIPMENT

BUILDING

EXISTING

EMERGENCY

GENERATOR

BUILDING

10' 20'0'10'

SCALE: 1" = 10'

ACCESS ROAD

ACCESS ROAD

GENERAL NOTES

1. FOR ABBREVIATIONS, LEGEND, AND GENERAL NOTES, REFER TO SHEET C001.

2. BACKFILL EXCAVATED AREAS IN ACCORDANCE WITH SPECIFICATION SECTION 31 20 00.

3. EXISTING SITE CONDITIONS TO BE VERIFIED DURING CONSTRUCTION.

4. FOR COORDINATE TABLES REFER TO SHEET C601.

EXISTINGE/GBUILDING

REVIEWED BY SUBMITTED BY

ISSUED BY DATE

APPROVED BY

DESIGNED

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12345678

IS

SU

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F

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ATO - TECHNICAL OPERATIONS

MGR: ENGINEERING

ENGINEERING SERVICES

PROJECT ENGINEER

ANSON TX

LONG RANGE RADAR SUSTAINMENT PROJECT

1603186

QOO - 1603186 -

CENTRAL SERVICE AREA

C O

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C

TI

O N

ATCBI

05/23/2023

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DATE APVD

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FOR OFFICIAL USE ONLY

REV APPROVED

DATE DESCRIPTION

RELEASED FOR:

CONSTRUCTION

PLAN NORTH

PTSI Managed Services Inc.

100 W. Walnut Street Pasadena, CA 91124 Firm Registration: #F-3009

KEY MAP

D6

A6

D4

200' 400'0'200'

SCALE: 1" = 200'

SURVEY CONTROL POINTS

POINT

BM1

BM2

NORTHING

6942110.204

6941916.230

EASTING

1544759.112

1543758.291

ELEVATION

1,810.37'

1,822.09'

DESCRIPTION

TEMPORARY BENCHMARK - MAG NAIL WITH WASHER

TEMPORARY BENCHMARK - MAG NAIL WITH WASHER

LOCATION 5213 U.S. HIGHWAY 277, ANSON TEXAS

LATITUDE 32°42' 14" N

LONGITUDE 99° 52' 51" W

ELEVATION 1,810.37'

BASIS OF SURVEY UNITED STATES SURVEY FEET.

HORIZONTAL COORDINATES ARE IN THE TEXAS COORDINATE SYSTEM OF 1983, NORTH

AMERICAN DATUM OF 1983 (NAD83), NORTH CENTRAL ZONE.

VERTICAL ELEVATIONS ARE IN THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

FRO

NTAG

E RO

AD

KN

DRAWING CONTAINS PE

SEAL, ORIGINAL ON FILE

KEVIN NEEDHAM

1821.67

FG

1819.28

FL

1821.52

FG

1821.55

FG

1820.81

FL

1820.69

FL

1821.02

FL-HP

1821.51

FG

1821.58

FG

1821.05

FL

1821.23

FS

1821.23

FS

1821.45

FG

1821.40

FL

1821.30

FL

1820.96

FL-HP

1821.19

FL-HP

1818.59

FL

1818.43

FL

1820.87

FL

1820.19

FL 1819.75

FL

1820.59

FL-GB

1821.55

FG

1821.58

FG

(1

0)

(1818)

(18

(1821)

(1825)

(1

2) (1

3)

(1

4)

(1826)

1821 1822

(1818.40)

INV

(1817.71)

INV

-7.

-1 .02

-1.50%

-1.00%

-1 .5

0%

-1.77%

-1.50%

3:1

-1.50%

-1 .02

-1.77%

1821.45

FG

(1821.38)

FS

(1821.40)

FS

1821.55

FG

3:1

3:1

-2.77%

-5.65%

-3.69%

-6 .0

9%

9:1

-2 .01

-2 .00

1820.06

FL

1821.36

FL

1821.16

FL

(1821.26)

EG

1821.40

FL

(1821.44)

EG

(1821.51)

EG

(1821.19)

EG

(1820.44)

EG

1821.48

FG

1821.67

FG

1821.45

FG

1821.50

FG

1821.95

FS

1821.95

FS

(1821.39)

FS

1821.83

FS

1821.66

FG

1821.51

FG

1821.83

FS

1821.59

FG

1821.83

FS

1821.83

FS

1821.52

FG

1822.00

FS

1822.00

FS

1822.00

FS

1822.00

FS

1821.59

FG

GRADING PLAN

C201

REVIEWED BY SUBMITTED BY

ISSUED BY DATE

APPROVED BY

DESIGNED

DRAWN

CHECKED

DRAWING NO

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DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

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12345678

IS

SU

ED

F

O R

ATO - TECHNICAL OPERATIONS

MGR: ENGINEERING

ENGINEERING SERVICES

PROJECT ENGINEER

ANSON TX

LONG RANGE RADAR SUSTAINMENT PROJECT

1603186

QOO - 1603186 -

CENTRAL SERVICE AREA

C O

N

ST

R U

C

TI

O N

ATCBI

05/23/2023

LN

LN

EAH

JCN REDLINE

DATE APVD

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FOR OFFICIAL USE ONLY

REV APPROVED

DATE DESCRIPTION

RELEASED FOR:

CONSTRUCTION

PLAN NORTH

PTSI Managed Services Inc.

100 W. Walnut Street Pasadena, CA 91124 Firm Registration: #F-3009

PROPERTY BOUNDARY

PROPOSED CONCRETE FOUNDATION SLAB

PROPOSED CONCRETE SIDEWALK

EXISTING FLOW LINE

PROPOSED FLOW LINE

EXISTING FENCE

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

GRADING DAYLIGHT LINE

GRADEBREAK LINE

(XXXX)

(XXXX)

GENERAL NOTES

LEGEND

1. FOR ABBREVIATIONS, LEGEND, AND GENERAL NOTES, REFER TO SHEET C001.

2. BACKFILL EXCAVATED AREAS IN ACCORDANCE WITH SPECIFICATION SECTION 31 20 00.

3. EXISTING SITE CONDITIONS TO BE VERIFIED DURING CONSTRUCTION.

4. REMOVE EXISTING AGGREGATE AND STOCKPILE ON SITE PRIOR TO GRADING OPERATIONS.

REUSE AGGREGATE AND REPLACE AS NEEDED IN KIND PER TX DTOR REQUIREMENTS.

KEY MAP

200' 400'0'200'

SCALE: 1" = 200'

XXXX

PROPERTY BOUNDARY

EXISTING

TRANSFORMER

PAD

SCALE:C201 1" = 10'

GRADING PLANA6

EXISTING

PULL BOX

EXISTING

DRAINAGE

STRUCTURE

EXISTING

FENCE

A6

PROPOSED

COMM/UPS

BUILDING

FF: 1822.00

PR

OPO

SE

D

CONEX

ST

ORAG

E

FF

: 1

1.9

EXISTING

EQUIPMENT

BUILDING

EXISTINGE/GBUILDING

EXISTING

PULL BOX

10' 20'0'10'

SCALE: 1" = 10'

EXISTING

A/C

EXISTING

PULL BOX

EXISTING

PULL BOX

XXXX

KN

DRAWING CONTAINS PE

SEAL, ORIGINAL ON FILE

KEVIN NEEDHAM

X X

X X

X

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

(18

(1

5)

(1818)

(18

(1

1)

(18

(1821)

(1

2)

(1

2)

(1

2) (1

3)

(18

(1826)

18201819

2118221822

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

X

X

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

EROSION CONTROL PLAN

C301

31.05

REVIEWED BY SUBMITTED BY

ISSUED BY DATE

APPROVED BY

DESIGNED

DRAWN

CHECKED

DRAWING NO

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REV

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DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

A

B

C

D

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F

G

H

12345678

IS

SU

ED

F

O R

ATO - TECHNICAL OPERATIONS

MGR: ENGINEERING

ENGINEERING SERVICES

PROJECT ENGINEER

ANSON TX

LONG RANGE RADAR SUSTAINMENT PROJECT

1603186

QOO - 1603186 -

CENTRAL SERVICE AREA

C O

N

ST

R U

C

TI

O N

ATCBI

05/23/2023

LN

LN

EAH

JCN REDLINE

DATE APVD

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FOR OFFICIAL USE ONLY

REV APPROVED

DATE DESCRIPTION

RELEASED FOR:

CONSTRUCTION

PLAN NORTH

PTSI Managed Services Inc.

100 W. Walnut Street Pasadena, CA 91124 Firm Registration: #F-3009

1. FOR ABBREVIATIONS, LEGEND, AND GENERAL NOTES, REFER TO SHEET C001.

2. BACKFILL EXCAVATED AREAS IN ACCORDANCE WITH SPECIFICATION SECTION 31 20 00.

3. EXISTING SITE CONDITIONS TO BE VERIFIED DURING CONSTRUCTION.

4. PROVIDE NECESSARY EROSION CONTROL MEASURES FOR THE INSTALLATION OF UTILITIES.

5. PROVIDE SILT FENCE AS REQUIRED FOR VEGETATION CLEARING.

INSTALL TEMPORARY CONSTRUCTION ENTRANCE PER DETAIL D5/C801.

INSTALL SILT FENCE PER DETAIL F5/C801.

INSTALL CONCRETE WASTE MANAGEMENT AREA PER DETAIL A5/C801.

INSTALL INLET PROTECTION PER DETAIL C3/C801.

31.04

31.05

31.06

SF

ACREAGE SUMMARY

DISTURBED AREA 0.165 ACRES

TOTAL AREA 1.849 ACRES

31.04

X X X

(XXXX)

(XXXX)

GENERAL NOTES

LEGEND

KEYNOTES

KEY MAP

200' 400'0'200'

SCALE: 1" = 200'

XXXX

PROPERTY BOUNDARY

EXISTING

TRANSFORMER

PAD

SCALE:C301 1" = 10'

EROSION CONTROL PLANA6

EXISTING

PULL BOX

EXISTING

DRAINAGE

STRUCTURE

EXISTING

FENCE

A6

PROPOSED

COMM/UPS

BUILDING

PR

OPO

SE

D

CONEX

ST

ORAG

E

EXISTING

EQUIPMENT

BUILDING

EXISTINGE/GBUILDING

EXISTING

PULL BOX

10' 20'0'10'

SCALE: 1" = 10'

EXISTING

A/C

EXISTING

PULL BOX

EXISTING

PULL BOX

XXXX

31.05

31.05

31.05

31.06

31.07

31.07

PROPERTY BOUNDARY

PROPOSED CONCRETE FOUNDATION SLAB

PROPOSED CONCRETE SIDEWALK

EXISTING FLOW LINE

PROPOSED FLOW LINE

EXISTING FENCE

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

TEMPORARY SILT FENCE

GRADING DAYLIGHT LINE

TEMPORARY CONSTRUCTION ENTRANCE

CONCRETE WASTE MANAGEMENT

INLET PROTECTION

31.05

31.05

31.05

KN

DRAWING CONTAINS PE

SEAL, ORIGINAL ON FILE

KEVIN NEEDHAM

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

X X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

X

X

X

(SS)

(T)

(T) (T)

(T) (T)

(T) (T)

(T) (T)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(T) (T)

(T) (T)

(T) (T)

(T

(T

(T

(T

(T

(T

(T)

(T)

(FO

(FO

(FO

(FO

(FO

(FO

(FO

(FO

(F O

(F

O

(F O

(F

O

(FO)

(FO)

(FO)

(FO)

(T)

(T)

(T

(T

(T

(T

(T

(T

(T)

(E)

(E) (E)(E)(E)(E)

(E)

(E) (E)

(E) (E)

(E) (E)

(E) (E)

(E) (E)

(E) (E)

(E) (E)

(E) (E)

(E) (E)

(E) (E)

(E) (E)

(SD)

(SD)

(SD)

SS

SS

SS

SS

SS

SS

W

W

W

W

W W

W

W

W

W

W W

W W

W W

W W

W W

(E)

(E)

(E) (E)

(E)

(E

E

E

E

E

E

E

E

E

FO

R25.00'

SEE GENERAL NOTE 7

R40.00'SEE GENERAL NOTE 7

INV ELEV:

1820.58

INV ELEV:

1819.83

X

X

X

X X

X X

X X

X X

X X

X

X

(T) (T)

(T) (T)

(FO)

(FO)

(FO)

(FO)

(E)

(E) (E)

(E) (E)

(E)

W W

W W

R25.00'

SEE GENERAL NOTE 7

R40.00'SEE GENERAL NOTE 7

INV ELEV:

1820.58

INV ELEV:

1819.83

UTILITY PLAN - 1

C501

REVIEWED BY SUBMITTED BY

ISSUED BY DATE

APPROVED BY

DESIGNED

DRAWN

CHECKED

DRAWING NO

JCN

REV

12345678

A

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F

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DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

A

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C

D

E

F

G

H

12345678

IS

SU

ED

F

O R

ATO - TECHNICAL OPERATIONS

MGR: ENGINEERING

ENGINEERING SERVICES

PROJECT ENGINEER

ANSON TX

LONG RANGE RADAR SUSTAINMENT PROJECT

1603186

QOO - 1603186 -

CENTRAL SERVICE AREA

C O

N

ST

R U

C

TI

O N

ATCBI

05/23/2023

LN

LN

EAH

JCN REDLINE

DATE APVD

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FOR OFFICIAL USE ONLY

REV APPROVED

DATE DESCRIPTION

RELEASED FOR:

CONSTRUCTION

PLAN NORTH

PTSI Managed Services Inc.

100 W. Walnut Street Pasadena, CA 91124 Firm Registration: #F-3009

ACCESS ROAD

CENTERLINE

PROPERTY BOUNDARY

EXISTING

TRANSFORMER

PAD

EXISTING LEECH FIELD

EXISTING SEPTIC TANK

GENERAL NOTES

1. FOR ABBREVIATIONS, LEGEND, AND GENERAL NOTES, REFER TO SHEET C001.

2. BACKFILL EXCAVATED AREAS IN ACCORDANCE WITH SPECIFICATION SECTION 31 20 00.

3. EXISTING SITE CONDITIONS TO BE VERIFIED DURING CONSTRUCTION.

4. REMOVE AND REPLACE EXISTING AGGREGATE SURFACE TO PROVIDE POSITIVE DRAINAGE AWAY FROM SITE.

5. PERFORM GROUND PENETRATING RADAR PRIOR TO DEMOLITION ACTIVITY TO VERIFY EXISTING UTILITIES AND

AVOID UTILITY CONFLICTS.

6. HAND DIGGING MUST BE PERFORMED WHEN EXCAVATING WITHIN 5 FEET OF AN UNDERGROUND CABLE.

7. ALL CHANGES IN WATERLINE DIRECTION IS TO BE MADE BY BENDING PIPE IN THE FIELD. MINIMUM BENDING

RADIUS FOR DR-9 HDPE IS 5 FEET.

8. INSPECT, CLEAN, AND SERVICE EXISTING SEPTIC TANK.

9. INSTALL WATER LINE BELOW FROST DEPTH PER LOCAL REQUIREMENTS.

10. PROVIDE MINIMUM 5-FOOT SEPARATION BETWEEN WATER LINE AND EXISTING UTILITIES.

11. FOR CONTINUATION OF PLUMBING AND WATER AT COMM/UPS BUILDING, REFER TO P112.

12. FOR ACTUAL ELECTRICAL AND COMMUNICATION LINES LAYOUT AND DESIGN, REFER TO ELECTRICAL SITE PLAN

C901.

KEYNOTES

INSTALL NEW ELECTRICAL LINE. REFER TO ELECTRICAL DRAWINGS C901 FOR ADDITIONAL INFORMATION.

INSTALL NEW 3/4" WATER LINE.

INSTALL NEW WATER VALVE PER DETAIL E3/C801.

INSTALL NEW 4" SEWER LINE.

INSTALL NEW SEWER CLEANOUT PER DETAIL C2/C801.

INSTALL NEW FIBER OPTIC LINE. REFER TO ELECTRICAL DRAWINGS C901 FOR ADDITIONAL INFORMATION.

01.00 02.00 03.00 04.00 05.00 06.00

M

AT

C H

LI

N

E

A6 /C

E

W

PROPERTY BOUNDARY

PROPOSED WATER LINE

PROPOSED SEWER LINE

PROPOSED FIBER OPTIC LINE

PROPOSED ELECTRICAL LINE

EXISTING FENCE

EXISTING POWER LINE

EXISTING TELEPHONE LINE

EXISTING WATER LINE

EXISTING SEWER LINE

EXISTING STORM DRAIN LINE

EXISTING FIBER OPTIC LINE

SS

X X X

FO

(E)

(T)

(W)

(SS)

(SD)

SCALE:C501 1" = 10'

UTILITY PLAN - 1A6

LEGEND

EXISTING

PULL BOX

EXISTING

DRAINAGE

STRUCTURE

EXISTING

FENCE

KEY MAP

A6

PROPOSED

COMM/UPS

BUILDING

PR

OPO

SE

D

CONEX

ST

ORAG

E

EXISTING

EQUIPMENT

BUILDINGEXISTINGE/GBUILDING

EXISTING

PULL BOX

10' 20'0'10'

SCALE: 1" = 10'

200' 400'0'200'

SCALE: 1" = 200'

02.00

EXISTING A/C

04.00

03.00

EXISTING

PULL BOX

EXISTING

PULL BOX

EXISTING

FENCE

EXISTING

FENCE

EXISTING

POWER LINE

EXISTING

SEWER LINE

EXISTING 8"

STORM DRAIN

EXISTING

POWER LINE

01.00

05.00

MATCH EXISTING

INVERT ELEVATION

01.00

EXISTING

POWER LINE

06.00

(FO)

KN

DRAWING CONTAINS PE

SEAL, ORIGINAL ON FILE

KEVIN NEEDHAM

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

(T) (T)

(T) (T)

(T) (T)

(T) (T)

(T) (T)

(T) (T)

(T) (T)

(T) (T)

(T) (T)

(T) (T)

(T)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(E) (E)

(E) (E)

(E) (E)

(E) (E)

(E) (E)

(E) (E)

(E) (E)

(E) (E)

(E) (E)

(E) (E)

(E)

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

X

X

X

X X

X X

X X

X X

X X

X

X

(T) (T)

(T) (T)

(FO)

(FO)

(FO)

(FO)

(E)

(E) (E)

(E) (E)

(E)

W W

W W

R25.00'

SEE GENERAL NOTE 7

R40.00'SEE GENERAL NOTE 7

INV ELEV:

1820.58

INV ELEV:

1819.83

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

X

X

X

X

X

X

X X

X

X

(W)

(T) (T)

(T) (T)

(T) (T)

(T) (T)

(T) (T)

(T) (T)

(T) (T)

(T) (T)

(T) (T)

(T)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(E) (E)

(E) (E)

(E) (E)

(E) (E)

(E) (E)

(E) (E)

(E) (E)

(E) (E)

(E)

(SD)

(SD)

(SD)

(E)

(E)

(E)

(E)

(E)

(T)

(T)

(T)

(T)

(T)

(W

(W

(W

(W

(W

W W

W W

W W

W W

W W

W W

W W

W W

W

UTILITY PLAN - 2

C502

REVIEWED BY SUBMITTED BY

ISSUED BY DATE

APPROVED BY

DESIGNED

DRAWN

CHECKED

DRAWING NO

JCN

REV

12345678

A

C

D

E

F

G

H

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

A

B

C

D

E

F

G

H

12345678

IS

SU

ED

F

O R

ATO - TECHNICAL OPERATIONS

MGR: ENGINEERING

ENGINEERING SERVICES

PROJECT ENGINEER

ANSON TX

LONG RANGE RADAR SUSTAINMENT PROJECT

1603186

QOO - 1603186 -

CENTRAL SERVICE AREA

C O

N

ST

R U

C

TI

O N

ATCBI

05/23/2023

LN

LN

EAH

JCN REDLINE

DATE APVD

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FOR OFFICIAL USE ONLY

REV APPROVED

DATE DESCRIPTION

RELEASED FOR:

CONSTRUCTION

PLAN NORTH

PTSI Managed Services Inc.

100 W. Walnut Street Pasadena, CA 91124 Firm Registration: #F-3009

500' 1000'0'500'

SCALE: 1" = 500'

ACCESS ROAD

ACCESS ROAD

M

AT

C H

LI

N

E

A6 /C

M

AT

C H

LI

N

E

E6 /C

LEGEND

W

PROPERTY BOUNDARY

PROPOSED WATER LINE

EXISTING FENCE

EXISTING POWER LINE

EXISTING TELEPHONE LINE

EXISTING WATER LINE

EXISTING EDGE OF PAVEMENT

EXISTING FIBER OPTIC LINE

X X X

GENERAL NOTES

PROPERTY BOUNDARY

02.00

PROPERTY BOUNDARY02.00

SCALE:C502 1" = 20'

UTILITY PLAN - 2AA6

SCALE:C502 1" = 20'

UTILITY PLAN - 2BE6

(E)

(T)

(W)

PROPERTY BOUNDARY

08.00

PROPERTY BOUNDARY

KEY MAP

A6

200' 400'0'200'

SCALE: 1" = 200'

EXISTING

PULL BOX

EXISTING EDGE

OF PAVEMENT

TX STATE HIG

HW

AY 83 FRO

NTAG

E RO

AD

EXISTING

FENCE

EXISTING

FENCE

EXISTING

PULL BOX

E6

EXISTING

FENCE

EXISTING

FENCE

EXISTING

TELEPHONE

LINE

EXISTING

UNDERGROUND

POWER LINE

EXISTING

TELEPHONE

LINE

EXISTING

POWER LINE

KEYNOTES

INSTALL NEW 3/4" WATER LINE.

INSTALL NEW WATER METER PER LOCAL JURISDICTION REQUIREMENTS.

02.00

08.00

1. FOR ABBREVIATIONS, LEGEND, AND GENERAL NOTES, REFER TO SHEET C001.

2. BACKFILL EXCAVATED AREAS IN ACCORDANCE WITH SPECIFICATION SECTION 31 20 00.

3. EXISTING SITE CONDITIONS TO BE VERIFIED DURING CONSTRUCTION.

4. REMOVE AND REPLACE EXISTING AGGREGATE SURFACE TO PROVIDE POSITIVE DRAINAGE AWAY FROM SITE.

5. PERFORM GROUND PENETRATING RADAR PRIOR TO DEMOLITION ACTIVITY TO VERIFY EXISTING UTILITIES AND

AVOID UTILITY CONFLICTS.

6. HAND DIGGING MUST BE PERFORMED WHEN EXCAVATING WITHIN 5 FEET OF AN UNDERGROUND CABLE.

7. ALL CHANGES IN WATERLINE DIRECTION IS TO BE MADE BY BENDING PIPE IN THE FIELD. MINIMUM BENDING RADIUS

FOR DR-9 HDPE IS 5 FEET.

8. INSPECT, CLEAN, AND SERVICE EXISTING SEPTIC TANK.

9. INSTALL WATER LINE BELOW FROST DEPTH PER LOCAL REQUIREMENTS.

10. PROVIDE MINIMUM 5-FOOT SEPARATION BETWEEN WATER LINE AND EXISTING UTILITIES.

11. FOR CONTINUATION OF PLUMBING AND WATER AT COMM/UPS BUILDING, REFER TO P112.

12. FOR ACTUAL ELECTRICAL AND COMMUNICATION LINES LAYOUT AND DESIGN, REFER TO ELECTRICAL SITE PLAN

C901.

(FO)

KN

DRAWING CONTAINS PE

SEAL, ORIGINAL ON FILE

KEVIN NEEDHAM

COORDINATE TABLES

C601

REVIEWED BY SUBMITTED BY

ISSUED BY DATE

APPROVED BY

DESIGNED

DRAWN

CHECKED

DRAWING NO

JCN

REV

12345678

A

C

D

E

F

G

H

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

A

B

C

D

E

F

G

H

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IS

SU

ED

F

O R

ATO - TECHNICAL OPERATIONS

MGR: ENGINEERING

ENGINEERING SERVICES

PROJECT ENGINEER

ANSON TX

LONG RANGE RADAR SUSTAINMENT PROJECT

1603186

QOO - 1603186 -

CENTRAL SERVICE AREA

C O

N

ST

R U

C

TI

O N

ATCBI

05/23/2023

LN

LN

EAH

JCN REDLINE

DATE APVD

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FOR OFFICIAL USE ONLY

REV APPROVED

DATE DESCRIPTION

RELEASED FOR:

CONSTRUCTION

PTSI Managed Services Inc.

100 W. Walnut Street Pasadena, CA 91124 Firm Registration: #F-3009

PROJECT BOUNDARY

ID NORTHING EASTING DESCRIPTION

1000 6942101.89713 1544739.88714 PROJECT BOUNDARY

1001 6942061.71036 1544758.80130 PROJECT BOUNDARY

1002 6941975.86683 1543842.94416 PROJECT BOUNDARY

1003 6942017.36727 1543838.04547 PROJECT BOUNDARY

1004 6941995.77847 1543618.08895 PROJECT BOUNDARY

1005 6941797.67593 1543659.44051 PROJECT BOUNDARY

1006 6941817.15600 1543858.79100 PROJECT BOUNDARY

BUILDING CORNERS

ID NORTHING EASTING DESCRIPTION

1100 6941917.54511 1543788.91214 BLDG CORNER

1101 6941893.54940 1543820.85984 BLDG CORNER

1102 6941885.16313 1543814.56096 BLDG CORNER

1103 6941909.15884 1543782.61327 BLDG CORNER

1104 6941895.46259 1543754.00540 BLDG CORNER

1105 6941879.29106 1543742.23758 BLDG CORNER

1106 6941883.99819 1543735.76897 BLDG CORNER

1107 6941900.16972 1543747.53678 BLDG CORNER

FOUNDATION COORDINATES

ID NORTHING EASTING DESCRIPTION

1200 6941918.96325 1543788.69887 FOUNDATION CONCRETE

1201 6941893.73974 1543822.28123 FOUNDATION CONCRETE

1202 6941883.74499 1543814.77423 FOUNDATION CONCRETE

1203 6941908.96850 1543781.19187 FOUNDATION CONCRETE

1204 6941916.48559 1543769.30356 FOUNDATION CONCRETE

1205 6941921.19271 1543762.83495 FOUNDATION CONCRETE

1206 6941900.97830 1543748.12517 FOUNDATION CONCRETE

1207 6941901.56669 1543747.31660 FOUNDATION CONCRETE

1208 6941883.77800 1543734.37200 FOUNDATION CONCRETE

1209 6941877.89409 1543742.45777 FOUNDATION CONCRETE

1210 6941895.68278 1543755.40236 FOUNDATION CONCRETE

1211 6941896.27117 1543754.59379 FOUNDATION CONCRETE

SIDEWALK COORDINATES

ID NORTHING EASTING DESCRIPTION

1300 6941877.74814 1543810.27004 SIDEWALK CONCRETE

1301 6941886.75610 1543798.27693 SIDEWALK CONCRETE

1302 6941889.55463 1543800.37888 SIDEWALK CONCRETE

1303 6941907.53503 1543776.43993 SIDEWALK CONCRETE

1304 6941891.16426 1543764.22823 SIDEWALK CONCRETE

1305 6941893.54436 1543761.01337 SIDEWALK CONCRETE

1306 6941913.14190 1543775.63544 SIDEWALK CONCRETE

1307 6941911.37073 1543777.99355 SIDEWALK CONCRETE

1308 6941924.56380 1543787.90279 SIDEWALK CONCRETE

1309 6941919.22787 1543795.00701 SIDEWALK CONCRETE

1310 6941922.02640 1543797.10897 SIDEWALK CONCRETE

1311 6941913.01844 1543809.10208 SIDEWALK CONCRETE

1312 6941910.21991 1543807.00012 SIDEWALK CONCRETE

1313 6941896.93806 1543824.68347 SIDEWALK CONCRETE

FLOWLINE COORDINATES

ID NORTHING EASTING DESCRIPTION

1401 6941958.29044 1543797.79989 FLOWLINE

1402 6941950.12373 1543805.24991 FLOWLINE

1403 6941846.48209 1543818.05738 FLOWLINE

1404 6941831.54813 1543798.11839 FLOWLINE

1405 6941847.84687 1543776.41029 FLOWLINE

1406 6941824.54300 1543765.99300 FLOWLINE

1407 6941880.73544 1543831.41635 FLOWLINE

1408 6941875.17763 1543814.97144 FLOWLINE

1409 6941876.28597 1543808.06594 FLOWLINE

1410 6941898.43156 1543776.44748 FLOWLINE

1411 6941899.20540 1543773.20315 FLOWLINE

1412 6941932.06564 1543785.41028 FLOWLINE

1413 6941914.36237 1543772.13497 FLOWLINE

1414 6941893.96579 1543757.72553 FLOWLINE

1415 6941875.69685 1543744.26086 FLOWLINE

1416 6941874.86608 1543738.60733 FLOWLINE

1417 6941877.02669 1543735.65891 FLOWLINE

1418 6941894.41200 1543736.85400 FLOWLINE

1419 6941926.89900 1543761.19400 FLOWLINE

WATER LINE COORDINATES

ID NORTHING EASTING DESCRIPTION

2000 6941921.02205 1543792.61825 WATER

2001 6941934.96719 1543803.09236 WATER

2002 6941962.90517 1543810.91705 WATER

2003 6941981.35648 1543809.10213 WATER

2004 6942008.67952 1543831.49306 WATER

2005 6942097.58983 1544720.01959 WATER METER

SEWER LINE COORDINATES

ID NORTHING EASTING DESCRIPTION

2100 6941915.93175 1543781.41930 SEWER

2101 6941917.99720 1543779.01181 SEWER CLEANOUT

2102 6941950.93950 1543726.18500 SEWER SEPTIC

SITE BENCHMARK COORDINATES

ID NORTHING EASTING DESCRIPTION

BM1 6942110.20400 1544759.11200 SITE BENCHMARK

BM2 6941916.23000 1543758.29100 SITE BENCHMARK

KN

DRAWING CONTAINS PE

SEAL, ORIGINAL ON FILE

KEVIN NEEDHAM

JOINT SPACING FOR STRAIGHT RUNS

CONTRACTION JOINT SPACING

TRANSVERSE LONGITUDINAL

6' 6' NOT REQUIRED 48' MAX

6' (T

YP

U .N

.O

1" D

EP

TH

W

AL

K D

EP

TH

1" M

IN

IM

U M

1/8"

MINIMUM

WALK WIDTH

3/16"

SIDEWALK BANDED JOINT DETAIL PLAN VIEW

SECTION A-A

SECTION B-B

"W" 1/2"

4"

4"

4"

4"

NOTE:

1. EXPANSION JOINTS SHALL NOT BE REQUIRED

BETWEEN CURBS THAT ABUT THE SIDEWALK

LONGITUDINALLY.

2. SEE SPECIFICATION 32 13 13.

WALK

WIDTH

EXPANSION

JOINT

SPACING

1/4" PER FOOT

5' 5' NOT REQUIRED 40' MAX

EXPANSION JOINT

SAWED CONTRACTION JOINT

SAWED CONTRACTION

JOINT W/O BAND (TYP)

MEDIUM BROOM FINISH (TYP)

3" SMOOTH TROWELED BAND

FINISH (TYP)

EXPANSION

JOINT (TYP)

JOINT SEALANT

1W BACKER ROD

PREMOLDED

EXPANSION JOINT

FILLER

4" PORTLAND CEMENT

CONCRETE (PCC)

4" AGGREGATE BASE

COURSE (SPEC 32 05 16)

COMPACTED

SUBGRADE

COMPACTED

SUBGRADE

SAWED CONTRACTION JOINT

EXPANSION JOINT

4" PORTLAND CEMENT

CONCRETE (PCC)

4" AGGREGATE BASE COURSE

(SPEC 32 05 16)

1/8" R

(TYP)

1/8" R

(TYP)

8' 8' NOT REQUIRED 48' MAX

UNPAVED AREA

12"

(TYP)

1.

5"

PCC SIDEWALK

CONCRETE PAVEMENT

COARSE AGGREGATE BASE

COMPACTED SUBGRADE

FINISH GRADE

5' MAX

" M

IN

" M

IN

" M

IN

FRONT VIEW SECTION VIEW

FILTER FABRIC MATERIAL USE WIRE

RINGS OR CLIPS TO ATTACH TO

WOOD STAKE OR BAR

2"X2" WOOD STAKE

OR #3 BAR

NA…