P693_Drawings_Final_Vol14.1_20241007-Part1.pdf

07-OCT-2024

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

10/17/2024

07-OCT-2024

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4 via email

D oD

D oD

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DoD

DoD

DoD

DoD

DoDDoD

DoD

DoD

DoD

D oD

DoD

D oD

SS

SS

ROUTE 9

NORTH GATE

ACCESS

PROJECT AREA

CONSTRUCTION

LAYDOWN AREA

ACCESS TO ANDERSEN

AIR FORCE BASE

EAM

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

1812861

AWK/DMK

KYM

JC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

DRAWFORM REVISION: 25 AUGUST 2020

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A/E Task Order No. N6274223F0328

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

AS NOTED

TFPSMMJDB

17323182

H A

U L

R O

U T

E A

N D

C O

N S

T R

U C

T

IO

N E

N T

R A

N C

E P

L A

N

A1

HAUL ROUTE AND CONSTRUCTION ENTRANCE PLAN

SCALE: 1" = 400'

800 16000

B O

N N

IS

B

L V

D

A. SEE SHEET 14GI-G-022 FOR CONSTRUCTION PLANNING.

B. SEE SHEET 14GI-G-023 FOR CONSTRUCTION LIMITS.

C. SEE SHEET 14GI-C-001 FOR CIVIL GENERAL NOTES.

D. SEE SHEET 14GI-C-002 FOR CIVIL LEGEND.

E. SEE SHEET 14GI-C-003 FOR CIVIL ABBREVIATIONS.

F. HAUL ROUTES ARE NOT FOR THE CONTRACTOR'S SOLE

USE AND WILL REQUIRE COORDINATION WITH THE

GOVERNMENT AND OTHER USERS

G. HAUL ROUTES MUST BE AS DIRECTED BY THE

CONTRACTING OFFICER. HAUL ROUTES SHOWN ON

THIS DRAWING ARE FOR INFORMATION ONLY AND MUST

BE VERIFIED WITH THE CONTRACTING OFFICER PRIOR

TO USE.

POWERS AVE

5TH ST

A R

C

LI

G H

T B

L V

D

MARIANAS BLVD

ARCLIG

HT BLVD

5TH ST

5TH ST

M A

R

IA

N A

S B

L V

D

M A

R

IA

N A

S B

LV

D

14GI-G-023

14GI-C-001

14GI-C-002

14GI-C-003

10/04/24

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

E

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EIEISEISEIS

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EISEISEISEIS

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B

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EDB

EDB

S S

S S

S S

S S

S S

S S

S S

UHH

UHH

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UHH

UHH

UHH

S TOP

S TOP

ST OP

ST OP

ST OP

S TOP

YIE LD

ST OP

S TO P

UHH

BURIED

CABL E

BCM

UHH

UHH

BCM

BCM

CONSTRUCTION ENTRANCE

SECURE STORAGE

AREA 0.9 ACRES

MINIMUM, SEE NOTE G.

SWITCHGEAR BUILDING

COMMAND CENTER

PO

W

ERS AVE

SANTA ROSA BLVD

BONNIS

B

LV

D

BONNIS BLVD

PO

W

ERS AVE

OMALLEY AVE

SECURITY FENCE WITH

BARBED WIRE (FE-6).

SEE SHEETS 14ST-C-506

THROUGH 14ST-C-507

FOR DETAILS

SECURITY FENCE WITHOUT BARB WIRE

(FE-5).SEE SHEETS 14ST-C-506 THROUGH

14ST-C-507 FOR DETAILS

MOBILE AVE.

NEW YORK AVE.

F

IF

T H

S T

F O

U R

T H

S T

GOVERNMENT

LAYDOWN AREA

SEE NOTE F.

MISSION SYSTEMS CONTRACTOR

LAYDOWN AREA SEE NOTE F.

CONTRACTOR

LAYDOWN AREA

SEE NOTE F.

FUTURE GENERAL PURPOSE

WAREHOUSE (BY OTHERS)

APPROXIMATE LOCATION FOR CONNECTION TO EXISTING

ELECTRIC AT MH 169-1. PROVIDE 250kva @208V

SECONDARY TRANSFORMER AND NEW SWITCHGEAR TO

CONNECT MEDIUM VOLTAGE LINES. FED FROM FEEDER 65.

CONNECTION TO EXISTING FIRE

HYDRANT FOR TEMPORARY WATER

SUPPLY

DIESEL GENERATOR YARD

FUEL TANKS

ENTRY CONTROL CANOPY

CONSTRUCTION TRAILER AREA FOR

GENERAL CONTRACTOR AND

CONSTRUCTION GOVERNMENT CONTRACT

ADMINISTRATION. SEE SPECIFICATIONS

FOR REQUIREMENTS. COORDINATE FINAL

LOCATION WITH CONTRACTING OFFICER.

W W

W W

W W W

EDB EDB EDB EDB EDB

E D

B E

D B

PROVIDE TEMPORARY ELECTRICAL

CONNECTION

PROVIDE A TEMPORARY WATER

CONNECTION

PROVIDE TEMPORARY ELECTRICAL

CONNECTION

PROVIDE A TEMPORARY

WATER CONNECTION

FUTURE FUEL TANKS

(BY OTHERS)

W

EDB

EDB

APPROXIMATE LOCATION FOR CONNECTION TO EXISTING

ELECTRIC. PROVIDE 250kva @208V SECONDARY

TRANSFORMER AND NEW SWITCHGEAR TO CONNECT

MEDIUM VOLTAGE LINES. FED FROM FEEDER 65.

PROVIDE TEMPORARY ELECTRICAL

CONNECTION

CONNECTION TO EXISTING FIRE

HYDRANT FOR TEMPORARY WATER

SUPPLY

PROVIDE A TEMPORARY

WATER CONNECTION

SECURITY FENCE WITH

BARB WIRE (FE-6). SEE

SHEETS 14ST-C-506

THROUGH 507 FOR

DETAILS

SECURE ENTRANCE

GATE

ENTRY CONTROL LOCATION. CONTRACTOR MUST PROVIDE

GRADING AND PERIMETER FENCING TO SUPPRORT THE

ENTRY CONTROL STRUCTURE.

SECURE GATE TO BE LOCATED ANY

WHERE ALONG INDICATED PERIMETER

DETENTION

BOUNDARY

DETENTION

PERIMETER

FENCE

OFF-SITE LAYDOWN AREA

EAM

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

JC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

DRAWFORM REVISION: 25 AUGUST 2020

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A/E Task Order No. N6274223F0328

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

A1 SCALE:

CONSTRUCTION PLANNING

1" = 150'

AS NOTED

TFPSMMJDB

17323183

C O

N S

T R

U C

T

IO

N P

L A

N N

IN

G

A. SEE SHEET 14GI-G-021 FOR HAUL ROUTE.

B. SEE SHEET 14GI-G-023 FOR CONSTRUCTION LIMITS.

C. SEE SHEET 14GI-C-001 FOR CIVIL GENERAL NOTES.

D. SEE SHEET 14GI-C-002 FOR CIVIL LEGEND.

E. SEE SHEET 14GI-C-003 FOR CIVIL ABBREVIATIONS.

F. OFF-SITE LAYDOWN AREA: CONTRACTOR MUST

PROVIDE THREE SEPARATE FENCED AREAS. PROVIDE

ONE (1) GATE FOR EACH AREA (TOTAL OF THREE (3)

GATES). THE AREA DEDICATED FOR GOVERNMENT AND

THE MISSION SYSTEMS CONTRACTOR MUST BE A

MINIMUM OF 2 ACRES EACH. THESE AREAS WILL BE

USED BY OTHERS DURING CONSTRUCTION. THE THIRD

AREA WILL BE FOR THE CONTRACTOR. CONTRACTOR

MUST PROVIDE AN AGGREGATE SURFACE FOR ALL

LAYDOWN AREAS THAT WILL SUPPORT PLANNED

EQUIPMENT AND MATERIALS REQUIRED FOR

CONSTRUCTION.

G. COORDINATE AND PREPARE THE SECURE STORAGE

AREA FOR THE SPECIAL USE SPACE CONSTRUCTION

SECURITY PLAN (CSP) REQUIREMENTS. PROVIDE A

SECURITY FENCE WITH BARBED WIRE (FE-6) AROUND

THE PERIMETER OF THE SECURE STORAGE AREA AND

PROVIDE TWO (2) GATES. COORDINATE THE FINAL

LOCATION OF THE GATES WITH THE CONTRACTING

OFFICER. PROVIDE A MATERIAL ON THE FENCE THAT

COMPLETELY OBSCURES VISION FROM THE OUTSIDE.

VISION SCREENING CAN BE ACCOMPLISHED WITH

PRIVACY SLATS INSTALLED, ALUMINUM SHEETING OR

OTHER MATERIAL THAT CAN COMPLETELY OBSCURES

VISION ONTO THE AREA. THIS AREA MUST BE GRADED

PER THE FINISH GRADE SHOWN ON THE GRADING

DRAWINGS. PROVIDE AN AGGREGATE SURFACE FOR

THE AREA TO SUPPORT HEAVY CONSTRUCTION

TRAFFIC. THIS AREA WILL BE USED BY OTHERS DURING

THE DURATION OF CONSTRUCTION. COORDINATE THE

WORK FOR THE SPECIAL USE SPACE WITHIN THE

COMMAND CENTER TO ALLOW A SHARED SPACE

WITHIN THE SECURE STORAGE AREA.

H. FENCE ALIGNMENTS AND COORDINATES FOR LAYDOWN

AREAS ARE SHOWN FOR REFERENCE ONLY. FINAL

ALIGNMENT MUST BE COORDINATED AND APPROVED

WITH THE CONTRACTING OFFICER.

I. RESTORE THE OFF-SITE LAYDOWN AREA BACK TO

PRE-DEVELOPMENT CONDITIONS AFTER

CONSTRUCTION IS COMPLETE. THE AGGREGATE

SURFACING FOR THE SECURE LAYDOWN AREA MUST

BE REMOVED AND AREA SEEDED AFTER

CONSTRUCTION IS COMPLETE.

J. CONTRACTOR MUST PROVIDE PROTECTION AND

SUFFICIENT COVER FOR TEMPORARY UTILITIES THAT

WILL ENCOUNTER HEAVY LOADS.

K. CONTRACTOR MUST PROVIDE A METER FOR

TEMPORARY UTILITIES.

L. AN APPLICATION MUST BE SUBMITTED AND APPROVED

PRIOR TO CONNECTION FOR TEMPORARY UTILITIES.

ALLOW 90 DAYS FOR THE APPROVAL PROCESS.

M. CONTRACTOR MUST PROVIDE A PERIMETER SECURITY

FENCE AROUND THE PROJECT SITE. THE FINAL GATE

LOCATIONS INDICATED ON THE PLAN MUST BE

COORDINATED WITH THE CONTRACTING OFFICER.

PROVIDE A MATERIAL ON THE FENCE THAT

COMPLETELY OBSCURES VISION FROM THE OUTSIDE.

VISION SCREENING CAN BE ACCOMPLISHED WITH

PRIVACY SLATS INSTALLED, ALUMINUM SHEETING OR

OTHER MATERIAL THAT CAN COMPLETELY OBSCURES

VISION ONTO THE AREA.

150 3000

14GI-G-021

14GI-G-023

14GI-C-001

14GI-C-002

14GI-C-003

14ST-C-506

14ST-C-506

14ST-C-506

14ST-C-507

14ST-C-507

10/04/24

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

FUTURE GENERAL PURPOSE

WAREHOUSE (BY OTHERS)+

COMMAND CENTER

POWER PLANT

CONSTRUCTION LIMITS

107 108

111 112

119120

143144

179180

184 185

CONSTRUCTION LIMIT TABLE

Point #

Northing

680280.69

679886.29

680086.42

680071.76

680112.32

680127.22

680366.35

680310.93

680335.24

680412.82

680521.03

681203.75

681445.76

Easting

391639.46

392442.27

392559.92

392589.25

392610.22

392589.58

392809.05

392901.40

392913.86

392855.61

392964.02

392402.29

392697.23

CONSTRUCTION LIMIT TABLE

Point #

Northing

682188.42

682394.83

682575.76

682288.72

682909.23

682877.82

683007.73

682981.89

682707.33

682647.36

682627.43

682690.38

682246.91

Easting

393156.74

392757.04

392576.03

391924.08

391648.48

391579.66

391521.08

391470.12

391609.88

391498.51

391518.44

391635.35

391830.90

CONSTRUCTION LIMIT TABLE

Point #

Northing

681915.59

681825.96

681873.13

681885.45

682486.93

682351.20

682306.44

682283.39

682327.73

682292.04

682216.66

682177.51

682260.33

Easting

391100.78

391182.36

391283.41

391278.20

392612.27

392749.61

392726.28

392779.29

392799.23

392886.59

392852.42

392926.41

392962.64

CONSTRUCTION LIMIT TABLE

Point #

Northing

682200.83

681630.93

681653.13

681594.07

681573.42

681515.19

681543.25

681500.25

681470.90

681240.54

680349.73

680536.80

680689.16

Easting

393109.58

392775.63

392738.41

392701.59

392738.49

392704.04

392674.60

392629.87

392657.70

392372.03

391622.55

391232.01

391291.38

CONSTRUCTION LIMIT TABLE

Point #

Northing

680719.81

680599.89

680620.90

680662.23

680683.48

680610.45

680711.39

681264.43

680898.10

680363.70

680685.90

680649.69

680560.38

Easting

391249.14

391194.49

391144.40

391161.74

391114.23

391080.70

390822.55

390590.74

389787.44

390033.38

390765.48

390793.79

391057.71

CONSTRUCTION LIMIT TABLE

Point #

Northing

680509.42

680436.67

680461.58

680283.39

680263.37

680206.85

679830.62

679391.61

678830.92

678918.37

679327.72

679832.10

679766.33

Easting

391034.31

391190.01

391200.46

391518.68

391507.06

391570.38

391422.93

391329.72

391310.54

390884.78

389911.12

388864.84

388790.84

CONSTRUCTION LIMIT TABLE

Point #

Northing

679795.07

679778.33

679718.72

679679.15

679724.07

679737.70

679698.71

679786.75

679300.33

678892.10

678797.95

679385.36

679824.75

Easting

388729.97

388393.89

388324.17

388365.20

388420.88

388717.97

388800.56

388894.54

389906.09

390878.51

391338.43

391356.41

391449.68

EAM

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

JC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

DRAWFORM REVISION: 25 AUGUST 2020

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A/E Task Order No. N6274223F0328

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

AS NOTED

TFPSMMJDB

17323184

C O

N S

T R

U C

T

IO

N L

IM

IT

S

A1

CONSTRUCTION LIMITS

SCALE: 1" = 300'

300 6000

SANTA ROSA BLVD

P O

W E

R S

A V

E

SANTA ROSA BLVD

BONNIS BLVD

BONNIS

B

LVD

A. SEE SHEET 14GI-G-021 FOR HAUL ROUTE.

B. SEE SHEET 14GI-G-022 FOR CONSTRUCTION PLANNING.

C. SEE SHEET 14GI-C-001 FOR CIVIL GENERAL NOTES.

D. SEE SHEET 14GI-C-002 FOR CIVIL LEGEND.

F. SEE SHEET 14GI-C-003 FOR CIVIL ABBREVIATIONS.

C A

R O

LIN

E

S A

V E

N U

E

14GI-G-021

14GI-G-022

14GI-C-001

14GI-C-002

14GI-C-003

10/04/24

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

EDB

EDB

EDB

EDB

EDB

EDB

EDB

E D

B EDB

EDB

EDB

EDB

EDB EDB EDB EDB EDB EDB EDB

FIRE HYDRANT (TYP)

POWER PLANT

COMMAND CENTER

FUTURE GENERAL PURPOSE

WAREHOUSE (BY OTHERS)

FIRE DEPARTMENT

ENTRANCE (TYP)

FIRE DEPARTMENT

CONNECTION (TYP)

DESIGNATED MUSTER LOCATION

FIRE DEPARTMENT SITE

ACCESS

FDFIRE DEPARTMENT ENTRANCE

P O

W E

R S

A V

E

BONNIS BLVD

OMALLEY AVE

278'

288'

76'237'

132'

WWWWWWWW

W

W W

W W

W W

W W

W

W W W W W W W

FF

F

21'

21'

37'

13'

POST INDICATOR VALVE (PIV)

21'

21'

FIRE

F

IR

E

R48'

R48'

R52'

R60'

R48'

R58'

R42'

R52'

33'

5'

5' 10'

TYPE IIB

CONSTRUCTION

T Y

P E

I

IB

C O

N S

T R

U C

T

IO

N

'-0

350'-0"

12'

ACCESS CONTROL POINT

EXIT DISCHARGE PATH TO

MUSTER LOCATION (TYP)

FUTURE BULK FUEL

STORAGE TANKS

FIRE DEPARTMENT SITE ACCESS

HYDRANT TO FDC: 142'-5"

293'-9"

BULK FUEL STORAGE TANKS

(30,000 GALLONS EACH)

HOSE LAY

DISTANCE (TYP)

TRANSFORMER

TRANSFORMER23'

5.5'

GENERATOR

ENCLOSURE

BUILDING CODE

PROPERTY LINE (TYP)

W W W

W

W

W W

W

W

W

BUILDING CODE

PROPERTY LINE (TYP)

TRANSFORMER

TRANSFORMER

5.5'

EAM

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

JC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

DRAWFORM REVISION: 25 AUGUST 2020

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A/E Task Order No. N6274223F0328

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

A1 SCALE:

FIRE PROTECTION CODE COMPLIANCE SITE PLAN

1" = 50'

AS NOTED

TFPSMMJDB

17323185

F

IR

E P

R O

T E

C T

IO

N

C O

D E

C O

M P

LI

A

N C

E S

IT

E

P L

A N

A. SEE SHEET 14GI-G-022 FOR CONSTRUCTION

PLANNING.

B. SEE SHEET 14GI-G-023 FOR CONSTRUCTION LIMITS.

C. SEE SHEET 14GI-C-001 FOR CIVIL GENERAL NOTES.

D. SEE SHEET 14GI-C-002 FOR CIVIL LEGEND.

E. SEE SHEET 14GI-C-003 FOR CIVIL ABBREVIATIONS.

F. DESIGNATED MUSTER AREA PROVIDED WITHIN THE

SECURE FENCE. MUSTER AREA OF 2,226 SF

PROVIDED, WHICH PROVIDES OVER 5 SF PER

PERSON OF CALCULATED OCCUPANT LOAD OF

SWITCHGEAR BUILDING AND COMMAND CENTER.

G. REQUIRED FIRE SEPARATION DISTANCE BETWEEN

GENERATOR ENCLOSURES:

NFPA 30: MINIMUM 5 FEET

NFPA 37: MINIMUM 5 FEET

IBC GROUP U: SEPARATION GREATER THAN 10

FEET, NO RATED CONSTRUCTION REQUIRED

PROVIDED: 5 FEET

H. REQUIRED BULK FUEL STORAGE TANK SEPARATION:

NFPA 30: MINIMUM 5 FEET

PROVIDED: 5 FEET

I. TRANSFORMER SEPARATION DISTANCE

REQUIREMENTS:

LESS FLAMMABLE LIQUID TYPE LESS THAN 10,000

GALLONS: 5 FEET FROM NON-COMBUSTIBLE WALL

ACTUAL DISTANCE (WORST CASE): 5 FEET 6 INCHES.

J. ALL FACILITIES MEET OR EXCEED THE FIRE

SEPARATION DISTANCES OF THE APPLICABLE IBC

OCCUPANCY GROUP:

COMMAND CENTER: 37 FEET FROM POWER PLANT.

SEPARATION DISTANCE GREATER THAN 30 FEET

FOR GROUP B AND GROUP F-1 OCCUPANCIES,

EXTERIOR RATED WALLS NOT REQUIRED.

POWER PLANT: 23 FEET FROM NEAREST

GENERATOR ENCLOSURE. SEPARATION DISTANCE

GREATER THAN 10 FEET FOR GROUP F-1

OCCUPANCIES, EXTERIOR RATED WALLS NOT

REQUIRED.

GENERATOR ENCLOSURE: 12 FEET FROM

ADJACENT GENERATOR ENCLOSURE. SEPARATION

DISTANCE GREATER THAN 10 FEET FOR GROUP U

OCCUPANCIES, EXTERIOR RATED WALLS NOT

REQUIRED.

50 1000

14GI-G-022

14GI-G-023

14GI-C-001

14GI-C-002

14GI-C-003

10/17/2024

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

A. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE

PLOTTED FROM RECORD DRAWINGS AND INTERPOLATION

OF PHYSICAL EVIDENCE ON THE SITE AND ARE SUBJECT TO

FIELD VERIFICATION. SEE GENERAL NOTES A AND C.

B. LOCATIONS FOR WORK MUST BE CHECKED AND

COORDINATED WITH EXISTING CONDITIONS IN THE FIELD

BEFORE COMMENCING CONSTRUCTION UNDER THIS

SECTION OR OTHER SECTIONS.

C. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC.

THEY DO NOT SHOW EVERY OFFSET, BEND, OR ELBOW

REQUIRED FOR INSTALLATION IN THE SPACE PROVIDED.

THEY DO NOT SHOW EVERY DIMENSION, COMPONENT

PIECE, OR FITTING REQUIRED TO COMPLETE THE PROJECT.

PROVIDE A COMPLETE AND WORKING SYSTEM.

D. COORDINATE A UTILITY LOCATE 7 DAYS PRIOR TO

BEGINNING ANY UTILITY CONSTRUCTION FOR LOCATION

MARK-UP OF EXISTING UTILITIES. ALSO COORDINATE THE

UTILITY LOCATE WITH CONTRACTING OFFICER FOR UTILITY

WORK. INFORM CONTRACTING OFFICER IMMEDIATELY IF

LOCATE INDICATES THAT EXISTING TYPE AND LOCATION OF

EXISTING UTILITIES ARE DIFFERENT THAN SHOWN ON

DRAWINGS.

E. LOCATE, PROTECT, AND AVOID DISRUPTION OF ABOVE AND

BELOW GRADE UTILITIES DURING CONSTRUCTION.

F. CONCRETE THRUST BLOCKING IS REQUIRED ON PRESSURE

LINE BENDS AND FITTINGS.

G. EXISTING UTILITIES AND TIE-IN POINTS ARE CONSIDERED

ACTIVE UNLESS OTHERWISE NOTED.

H. CONFIRM UTILITY VALVE VAULTS, VALVES, METERS, AND

OTHER PUBLIC UTILITY APPURTENANCES WITH

CONTRACTING OFFICER PRIOR TO BEGINNING WORK.

I. CENTER FULL PIPE SECTION OF EACH TYPE AT UTILITY

CROSSINGS.

J. PERFORM AND MAINTAIN INCIDENTAL SEWAGE BYPASS

PUMPING OR DIVERSION WORK THAT WILL BE REQUIRED

TO ACCOMPLISH THE CONSTRUCTION WORK.

K. ALL EXISTING UTILITIES, WHETHER OR NOT SHOWN ON THE

DRAWINGS, MUST BE PROTECTED AT ALL TIMES BY THE

CONTRACTOR DURING CONSTRUCTION. THE CONTRACTOR

IS RESPONSIBLE FOR DAMAGE TO GOVERNMENT UTILITY

SYSTEM RESULTING FROM CONSTRUCTION OPERATIONS:

DAMAGE MUST BE REPORTED IMMEDIATELY TO THE

CONTRACTING OFFICER APPROPRIATE GOVERNMENT

REPRESENTATIVE. DAMAGE TO THE EXISTING UTILITY

SYSTEMS MUST BE REPAIRED BY THE CONTRACTOR AT

THE CONTRACTOR'S EXPENSE WITH NO COST TO THE

GOVERNMENT. SEWER REPAIR PERFORMED BY THE

CONTRACTOR MUST BE INSPECTED BY THE NAVFACMAR

PWD UTILITIES VIA THE CONTRACTING OFFICER'S

REPRESENTATIVE PRIOR TO BACKFILLING.

L. THE CONTRACTOR IS RESPONSIBLE FOR REGULATORY

FINES OR PENALTIES THAT MAY BE IMPOSED BY

ENVIRONMENTAL REGULATORY AGENCIES (NAVFACMAR EV

AND/OR EPA) IN THE EVENT OF SEWAGE OVERFLOW OR

SPILL RESULTING FROM CONSTRUCTION OPERATIONS.

M. REIMBURSE THE GOVERNMENT FOR EMERGENCY

RESPONSE EFFORT THAT MAY BE REQUIRED BY

GOVERNMENT FORCES TO MITIGATE THE ADVERSE

EFFECTS OF SEWAGE OVERFLOW OR SPILL RESULTING

FROM THE CONTRACTOR'S OPERATIONS.

N. THE CONTRACTOR MUST ENSURE THAT LOOSE MATERIAL,

TOOLS AND EQUIPMENT FROM CONSTRUCTION

OPERATIONS ARE APPROPRIATELY REMOVED FROM THE

SEWER COLLECTION SYSTEM. DAMAGE TO DOWNSTREAM

LIFT STATION EQUIPMENT RESULTING FROM NEGLIGENCE

WILL BE ASSESSED TO THE CONTRACTOR.

O. PRIOR TO SECURING POTABLE WATER OUTAGES IN MAINS

OR SERVICE CONNECTIONS, THE CONTRACTOR MUST

FIRST PROVIDE AND MAINTAIN A BACKUP SEAL WATER

PROVISION TO LUBRICATE PUMP SEALS AT THE AFFECTED

SEWER LIFT STATION SHOWN ON THE PLAN. COORDINATE

ACCESS TO THE AFFECTED LIFT STATION, AT LEAST 3 DAYS

IN ADVANCE OF THE OUTAGE, WITH THE NAVFACMAR BOSC

WASTEWATER MANAGER (PHONE: 671-339-1794) VIA THE

CONTRACTING OFFICER'S REPRESENTATIVE.

P. ADJUST MANHOLE FRAMES AND COVERS TO THE DESIGN

FINISH GRADE AND ENSURE THE ADJUSTMENTS PREVENT

SURFACE RUNOFF INFLOW. MARK COVERS AS SEWER.

Q. UPON COMPLETION OF THE SEWER CONSTRUCTION, MAKE

ADVANCE ARRANGEMENTS (3 WORKING DAYS MINIMUM),

THROUGH THE CONTRACTING OFFICER'S

REPRESENTATIVE, WITH NAVFACMAR PWD UTILITIES

WATER/WASTEWATER SUPERINTENDENT (PHONE:

671-339-2397) FOR FINAL ACCEPTANCE INSPECTION OF THE

SEWER CONSTRUCTION.

R. CONSTRUCTION DEWATERING INTO THE SEWER

COLLECTION SYSTEM IS PROHIBITED.

S. UPON COMPLETION OF CONSTRUCTION, SEDIMENT FROM

SWALES AND BASINS MUST BE REMOVED PRIOR TO

CONSTRUCTION OF PERMANENT BMPS.

T. A TRACER WIRE AND TEST STATION MUST BE PROVIDED

FOR ALL NON METALLIC UTILITIES EXCEPT FOR STORM AND

SANITARY SEWER LINES.

U. VALVE COVER COLLARS THAT ARE IN PAVEMENT MUST

MATCH THE PAVEMENT DETAIL SECTION.

V. UTILITIES MUST REMAIN IN SERVICE AND MUST BE

REROUTED PRIOR TO DEMOLITION.

A. CONTOUR INTERVAL IS 1.0 FT.

B. CATCH BASINS MUST HAVE INLET PROTECTION DURING

CONSTRUCTION ACTIVITIES.

C. PROVIDE EROSION CONTROL MEASURES AS INDICATED ON

THE PLANS AND AS FIELD CONDITIONS WARRANT PRIOR TO

COMMENCING CONSTRUCTION ACTIVITIES. REPAIRS OR

MODIFICATIONS TO THE MEASURES MUST BE MADE IF

CONTROL MEASURES PROVE INEFFECTIVE OR IF

ADDITIONAL CONTROL MEASURES ARE NECESSARY.

D. MINIMIZE UNNECESSARY CLEARING AND GRADING FROM

CONSTRUCTION SITES. CLEARING AND GRADING MUST

ONLY BE PERFORMED WITHIN AREAS NEEDED TO BUILD

THE PROJECT, INCLUDING STRUCTURES, UTILITIES, ROADS,

RECREATIONAL AMENITIES, POST-CONSTRUCTION STORM

WATER MANAGEMENT FACILITIES, AND RELATED

INFRASTRUCTURE. CLEARING MUST ONLY BE SCHEDULED

DURING THE DRY SEASON IF POSSIBLE. MASS CLEARING

DURING THE WET SEASON MUST BE AVOIDED.

E. WHENEVER PRACTICABLE AND FEASIBLE, CONSTRUCTION

MUST BE PHASED TO LIMIT DISTURBANCE TO ONLY ONE

AREA OF ACTIVE CONSTRUCTION AT A TIME.

F. DISTURBED AREAS MUST BE STABILIZED AS SOON AS

FEASIBLY POSSIBLE AFTER CONSTRUCTION IS COMPLETED

WITHIN A DESIGNATED CONSTRUCTION AREA, AND ON NO

CASE LONGER THAN 14 DAYS AFTER COMPLETION OF

ACTIVE CONSTRUCTION.

G. PERIMETER SEDIMENT CONTROLS MUST BE APPLIED TO

RETAIN OR FILTER CONCENTRATED RUNOFF FROM

DISTURBED AREAS TO TRAP OR RETAIN SEDIMENT BEFORE

IT LEAVES THE CONSTRUCTION SITE. UPLAND RUNOFF

MUST BE DIVERTED AROUND EXCAVATIONS WHERE

POSSIBLE.

H. SEDIMENT TRAPPING AND SETTLING DEVICES MUST BE

EMPLOYED TO TRAP AND/OR RETAIN SUSPENDED

SEDIMENTS AND ALLOW TIME FOR THEM TO SETTLE OUT IN

CASES WHERE PERIMETER SEDIMENT CONTROLS (E.G. SILT

FENCE) ARE DEEMED INEFFECTIVE IN TRAPPING

SUSPENDED SEDIMENTS ON-SITE.

I. CONSTRUCTION SITE MANAGERS (OR SUPERINTENDENTS)

MUST PROVIDE DOCUMENTATION THAT THEY HAVE

RECEIVED ADEQUATE TRAINING IN THE APPLICATION AND

MAINTENANCE OF EROSION AND SEDIMENT CONTROL

PRACTICES.

J. CONSTRUCTION SITE MANAGERS MUST PARTICIPATE IN A

PRE-CONSTRUCTION MEETING WITH APPLICABLE

AUTHORITY TO REVIEW THE PROVISIONS OF THE EROSION

AND SEDIMENT CONTROL PLAN AND MAKE ANY FIELD

ADJUSTMENT NECESSARY TO IMPLEMENT THE INTENT OF

THE PLAN TO MINIMIZE EROSION AND MAXIMIZE SEDIMENT

RETENTION ON-SITE THROUGHOUT THE CONSTRUCTION

PROCESS.

K. CONSTRUCTION MUST BE SCHEDULED TO MINIMIZE SOIL

EXPOSURE IN THE RAINY SEASON (JULY 1 - NOV. 30) AND

DURING PERIODS OF CORAL SPAWNING.

L. EROSION AND SEDIMENT CONTROL PRACTICES MUST BE

AGGRESSIVELY MAINTAINED THROUGHOUT PHASES OF

CONSTRUCTION. EROSION AND SEDIMENT CONTROL PLANS

MUST HAVE AN ENFORCEABLE OPERATION AND

MAINTENANCE AGREEMENT TO ENSURE THAT PRACTICES

ARE MAINTAINED DURING THE CONSTRUCTION PROCESS.

UTILITY NOTESGENERAL NOTES

A. IT IS EXPECTED THAT THE ACTUAL LOCATION OF EXISTING

UTILITIES MAY VARY FROM THAT SHOWN ON THE PLANS.

VARIATIONS IN LOCATION AND DEPTH MUST BE BROUGHT TO

THE ATTENTION OF THE CONTRACTING OFFICER IMMEDIATELY

SO THAT THE LOCATION OF UTILITIES MAY BE CHECKED WITH

THE DESIGN. NOTIFY CONTRACTING OFFICER PRIOR TO ANY

WORK COMMENCING FOR ANY EXCAVATION OR POTHOLING.

B. UPON COMPLETION OF THE CONSTRUCTION PROJECT, THE

PROJECT AREA MUST BE FREE OF DEBRIS AND UNUSED

MATERIAL. DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES

MUST BE RESTORED TO AN "AS GOOD" CONDITION AS

DETERMINED BY THE CONTRACTING OFFICER.

C. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE

CONTRACTING OFFICER OF ANY DISCREPANCY OR CONFLICT

FOUND IN THE FIELD PRIOR TO OR DURING THE COURSE OF

CONSTRUCTION AND MUST NOT PROCEED WITH

CONSTRUCTION UNTIL THE CONTRACTING OFFICER

RESOLVES THE SAID DISCREPANCY OR CONFLICT. THE

CONTRACTOR MUST VERIFY AND CHECK ALL DIMENSIONS AND

DETAILS SHOWN ON THE DRAWING PRIOR TO THE START OF

CONSTRUCTION. ANY DISCREPANCIES MUST BE IMMEDIATELY

BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER

FOR CLARIFICATION.

D. UNLESS OTHERWISE NOTED, ALL EXISTING PAVEMENT,

UTILITY LINES, AND OTHER IMPROVEMENTS DAMAGED OR

UNDERMINED AS A RESULT OF THE CONTRACTOR'S

OPERATIONS, MUST BE RECONSTRUCTED OR REPLACED BY

THE CONTRACTOR AT HIS OWN EXPENSE TO MATCH EXISTING

CONDITIONS.

E. THE CONTRACTOR MUST OBTAIN AN EXCAVATION PERMIT

PRIOR TO COMMENCING ANY EXCAVATIONS.

F. ALL DISTURBED AREAS MUST BE RETURNED TO PRE-EXISTING

CONDITIONS UNLESS OTHERWISE NOTED.

G. PROVIDE ADVANCED NOTIFICATION/APPROVAL FROM THE

INSTALLATION PRIOR TO CLOSING/INTERRUPTING

ROADS/TRAFFIC/UTILITIES, ETC. A MINIMUM OF 30 DAYS

NOTICE MUST BE PROVIDED.

H. CLEAR AND GRUB AND REMOVE ALL WEEDS, STUMPS, ROOTS,

ROCKS, CONCRETE DEBRIS AND TRASH.

I. ALL GREEN WASTE GENERATED FROM CLEARING AND

GRUBBING TASKS AND CONSTRUCTION ACTIVITIES SHALL BE

MANAGED, PROCESSED, AND REUSED ON SITE. CONTRACTOR

WILL BE REQUIRED TO PREPARE A GREEN WASTE

MANAGEMENT PLAN THAT WILL BE INCLUDED IN THEIR

OVERALL WASTE MANAGEMENT PLAN. CONTRACTOR IS

REQUIRED TO MONITOR GREEN WASTE PILES WEEKLY FOR

CRB INFESTATION. IF THERE IS AN INFESTATION, THE PILES

MUST GO THROUGH A GRINDER/SHREDDER PRIOR TO

RESUMING COMPOSTING ACTIVITIES.

J. CONTRACTOR SHALL OBTAIN ANY NECESSARY DIG PERMITS

15 CALENDAR DAYS PRIOR TO THE START OF EXCAVATION.

K. TO AID IN THE PREVENTION OF ACCIDENTAL INTRODUCTIONS

OF NON-NATIVE SPECIES OR INVASIVE SPECIES,

CONTRACTORS WILL BE REQUIRED TO DEVELOP A HAZARD

ANALYSIS AND CRITICAL CONTROL POINT (HACCP) PLAN

WHICH WILL IDENTIFY RISKS AND POTENTIAL PATHWAYS FOR

INVASIVE SPECIES AND WILL OUTLINE PROCEDURES FOR

CONTROLLING AND REMOVING RISKS IDENTIFIED. THIS PLAN

WILL BE APPROVED BY THE INSTALLATION'S NATURAL

RESOURCE MANAGER OR BIOLOGICAL MONITOR.

EROSION CONTROL NOTES

A. CONSTRUCTION STAKING MUST BE PERFORMED BY A

LICENSED SURVEYOR.

B. GRADES BETWEEN SPOT ELEVATIONS MUST HAVE UNIFORM

SLOPE UNLESS OTHERWISE INDICATED. MAINTAIN POSITIVE

DRAINAGE AWAY FROM BUILDING WALLS AND DOORS.

C. SAFE CONSTRUCTION PRACTICES MUST BE UTILIZED.

ADEQUATE SHORING, BRACING, TIES, AND SUPPORTS MUST

BE USED TO PROVIDE PROPER TEMPORARY INTEGRITY

DURING CONSTRUCTION.

D. LOCATIONS OF UNDERGROUND UTILITIES ARE FROM

RECORD INFORMATION AND AS-BUILT DRAWINGS AND

SURVEY. FIELD-VERIFY LOCATIONS AND INVERTS PRIOR TO

BEGINNING CONSTRUCTION.

E. DITCHES, SWALES, GUTTERS, ETC. ARE CONSIDERED

ACTIVE STORM CONVEYANCES UNLESS OTHERWISE

INDICATED. ADDRESS STORM WATER DRAINAGE AND

DEWATERING OF WORK AREAS DURING CONSTRUCTION.

F. DURING WET WEATHER PERIODS, SEQUENCE

CONSTRUCTION IN A MANNER THAT MINIMIZES IMPACT ON

OPEN EARTHWORK AND COMPACTION OPERATIONS.

G. SEED DISTURBED AREAS IN ACCORDANCE WITH SPEC

SECTION 32 92 19. AREAS THAT ARE SEEDED MUST BE

WATERED AT INTERVALS TO OBTAIN A MOIST SOIL

CONDITION. FREQUENCY OF WATERING AND QUANTITY OF

WATER MUST BE SUCH THAT IT PROVIDES AN ADEQUATE

AMOUNT FOR ESTABLISHING A GOOD STAND OF GRASS.

RUN-OFF, PUDDLING, AND WILTING MUST BE PREVENTED.

GRADING NOTES

UTILITY NOTES (CONT'D)

A. PROVIDE PIS MANAGEMENT INCLUDING RELOCATION PER

SECTION 02 61 13.00 14 EXCAVATION AND HANDLING OF

CONTAMINATED MATERIAL.

B. SECTION 02 61 13.00 14 PROVIDES A SOIL INVESTIGATION

REPORT. CONDUCT ADDITIONAL SOIL SAMPLING AND

ANALYSIS AT THE CONTRACTOR'S DISCRETION AND

EXPENSE IF NECESSARY. ASSUME THE PIS IS ALSO

IMPACTED WITH LEAD.

C. UNLESS THE SOIL INVESTIGATION REPORT OR

CONTRACTOR'S ADDITIONAL SOIL TESTING RESULTS

INDICATE OTHERWISE, THE MINIMUM PIS BOUNDARY IS AS

FOLLOWS:

1. SOILS BELOW EXISTING BUILDING SLABS AT 0-2 FT

BELOW BUILDING FOUNDATION.

2. 0-10 FT LATERAL DISTANCE AREAS FROM THE EDGE OF

BUILDING FOOTPRINTS AT 0-2 FT BELOW GROUND

SURFACE (BGS).

D. RELOCATE THE PIS AS SHOWN IN DRAWINGS 14ST-CG104,

14ST-CG106, 14ST-CG107 & 14ST-CG109. PROVIDE SOIL

WRAP WITH 20-MIL GEOMEMBRANE AND COVER IMPACTED

SOIL, REFER TO A4/14ST-C-543. PROVIDE A HARDSCAPE

OR CLEAN SOIL CAP AS FOLLOWS:

1. ASPHALT OR CONCRETE COVERED AREAS: NO

MINIMUM; NO CLEAN SOIL COVER REQUIREMENT.

2. LANDSCAPE AREAS: MINIMUM 0.5 FT OF CLEAN SOIL

WITH VEGETATED COVER.

3. DO NOT BACKFILL/RELOCATE PIS IN AREAS WITH

UTILITIES WHERE FUTURE EXCAVATION OR TRENCHING

ACTIVITIES WILL INADVERTENTLY EXPOSE WORKERS

TO PIS.

E. PROVIDE MINIMUM 0.5 FT OF CLEAN SOIL OR MATERIAL

COVER FOR ALL LANDSCAPE AREAS AND INFILTRATION

BASIN. AFTER FINAL GRADING IS COMPLETED, CONDUCT A

CONFIRMATION MULTI-INCREMENTAL SOIL SAMPLING FOR

ALL LANDSCAPED AREAS AND STORMWATER DETENTION

BASIN. THE SAMPLING DEPTH WILL BE LIMITED TO 0-0.5 FT

BGS.

F. PROVIDE A SUMMARY OF SOIL TESTING RESULTS

INCLUDING CONFIRMATION SAMPLING WITH SAMPLING

LOCATIONS WITHIN 5 WORKING DAYS UPON RECEIVING THE

LABORATORY ANALYTICAL RESULTS. IF CONFIRMATION

RESULTS ARE ABOVE THE SOIL SCREENING LEVELS, THE

CONTRACTOR MUST BE RESPONSIBLE FOR COMPLETING

NECESSARY WORKS INCLUDING EXCAVATION AND

RELOCATION OF THE IMPACTED SOIL AND ADDITIONAL

GRADING WORK.

G. SUBMIT A CLOSURE REPORT WITHIN 14 CALENDAR DAYS OF

COMPLETING WORK AT THE SITE. INCLUDE ANY SAMPLING

RESULTS, DRAWINGS FOR LOCATIONS AND DEPTHS WHERE

PIS HAVE BEEN DEPOSITED, AND ANY UPDATES TO

MITIGATION MEASURES NEEDED BASED ON THE

CONFIRMATION SOIL RESULTS.

PESTICIDE IMPACTED SOIL (PIS) NOTES

A. PROTECT THE ENVIRONMENTAL RESOURCES DURING THE

ENTIRE DURATION OF THE CONTRACT. COMPLY WITH

FEDERAL, STATE, AND LOCAL REGULATIONS AND

INSTALLATION REQUIREMENTS PERTAINING TO

ENVIRONMENTAL PROTECTION, INCLUDING WATER, AIR,

SOLID WASTE, HAZARDOUS WASTE AND SUBSTANCES,

SILICA, OILY SUBSTANCES, AND NOISE POLLUTION.

B. COMPLY WITH ALL REQUIREMENTS SPECIFIED IN SECTION

01 57 19.00 14 TEMPORARY ENVIRONMENTAL CONTROLS, 01

57 19.01 14 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL

CONTROLS, AND SECTION 01 74 19.00 14 CONSTRUCTION

WASTE MANAGEMENT AND DISPOSAL.

C. BUILDINGS OR STRUCTURES TO BE DEMOLISHED CONTAIN

HAZARDOUS MATERIALS, MOLD, AND CONTAMINATED SOIL.

PROVIDE HAZARD COMMUNICATION AND TRAINING TO THE

WORKERS AND SUBCONTRACTORS. SITE WORKERS MUST

BE INFORMED OF THE PRESENCE OF HAZARDOUS

MATERIALS, MOLD, AND CONTAMINATED SOIL. ANTICIPATE

SILICA HAZARDS FOR CONCRETE WORK..

ENVIRONMENTAL AND WORKER PROTECTION

AS NOTED

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OF

EPROJECT NO.:

DRAWFORM REVISION: 25 AUGUST 2020

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A/E Task Order No. N6274223F0328

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

10/04/202410/00/04/2024

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

TOP - SECTION IDENTIFICATION

BOTTOM - DRAWING ON WHICH SECTION IS DRAWN

TOP - SECTION IDENTIFICATION LETTER

TOP - DETAIL OR ASSEMBLY IDENTIFICATION

BOTTOM - DRAWING ON WHICH DETAIL IS DRAWN

GENERAL SYMBOLS:

SECTION CUT

SECTION TITLE

DETAIL INDICATION

DETAIL TITLE

TOP - DETAIL OR ASSEMBLY IDENTIFICATION NUMBER

SCALE: 1' = 10'

DETAIL TITLE

SCALE: 1'=30'

SECTION TITLE

FIRE HYDRANT

ISOLATION VALVE

DOUBLE CLEANOUT

SPOT ELEVATION

LEGEND, CONT.

EXISTING NEW

COORDINATE LOCATION CALLOUT

SURVEY CONTROL POINTS

SANITARY SEWER MANHOLE

LEGEND:

EXISTING NEW

CONSTRUCTION LIMITS

MAJOR CONTOUR

MINOR CONTOUR

OVERHEAD ELECTRIC LINE

SANITARY SEWER LINE

UNDERGROUND ELECTRIC LINE

FLOW DIRECTION ARROW/ BUILDING ACCESS PATH

STORM DRAIN

STORM SEWER MANHOLE

WATER METER

WATER VALVE

SS SS

OE

BORE HOLE

D

STORM SEWER INLET CB

ROADWAY CENTERLINE

RESTRICTED AREA BOUNDARY FENCE W/ CABLE REINFORCEMENT

SILT FENCE SF

STRAW WATTLE

BUILDING FOOTPRINT OUTLINE

UTILITY BOX

TREE

VEGETATION LINE

WATER LINE W

E

HELECTRICAL HANDHOLE

A

C -5

E1 C-311

CLEAR ZONE

TRANSFORMER

LIGHTPOLE

S

SDX

OUTLET STRUCTURE

CO CO

COMMUNICATIONS MANHOLE

E1

F1

FFIRE PROTECTION LINE

COMMUNICATIONS HANDHOLE T

CMH

POST INDICATOR VALVE

SSx

NON-POTABLE WATER

SURVEY LIMITS

TREE REMOVAL & CLEAR AND GRUB

S

NPW

RIP RAP

SUBGRADE

GRADED CRUSHED AGGREGATE

ASPHALT PAVEMENT

AGGREGATE PAVEMENT

COMPACTED SOIL ACCESS ROAD/95% COMPACTED SUBGRADE

RESTRICTED AREA BOUNDARY FENCE

CJB

FIELD CAMERA TOWER

FIXED CAMERA

CAMERA JUNCTION BOX

CARD READER

BUILDING/FOUNDATION OUTLINE

ELECTRICAL MANHOLE EMH

ENVIRONMENTAL STUDY AREA (EIS) BOUNDARY (PROVIDED FOR REFERENCE ONLY) EIS

SD

SINGLE CLEANOUT CO

CONCRETE PAVEMENT/ SIDEWALK

LIGHT CIRCUIT DUCTBANK

POWER DUCTBANK PDB

LDB

ELECTRICAL DUCTBANK EDB

COMMUNICATIONS DUCTBANK CDB

SECURITY DUCTBANK XDB

PIPE HEADWALL

SECURITY FENCE

WIDE AREA MNS SPEAKER

UTILITY LINE REMOVAL

BULK SAMPLING LOCATION

CUX

X X X XX X X X

WATER MANHOLE

EUx

Wx

EMH

EBBx

AS NOTED

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EPROJECT NO.:

DRAWFORM REVISION: 25 AUGUST 2020

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A/E Task Order No. N6274223F0328

SHEET NAMING CONVENTION

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

10/04/24

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

AS NOTED

TFPSMMJDB

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B B

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V

IA

T

IO

N S

EAM

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

JC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

DRAWFORM REVISION: 25 AUGUST 2020

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A/E Task Order No. N6274223F0328

ABBREVIATIONS

L ANGLE

A/C AIR CONDITIONING

A/C UNIT AIR CONDITIONING UNIT

AB ANCHOR BOLT

ABV ABOVE

AC ALTERNATING CURRENT

ACC ACCESSIBLE

ACI AMERICAN CONCRETE INSTITUTE

ACR ACRYLIC PLASTIC

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACSR ALUMINUM CABLE STEEL REINFORCED

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

ADDM ADDENDUM

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, ADJUSTABLE

ADO AUTOMATIC DOOR OPERATOR

AFF ABOVE FINISHED FLOOR

AGGR AGGREGATE

AHR ANCHOR

AHU AIR HANDLING UNIT

AI AREA INLET

AIC AMPERE INTERRUPTING CAPACITY

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

A.L. ACTIVE LEAF

ALT ALTERNATE

ALUM ALUMINUM

AMB AMBIENT

AMP AMPERE

ANOD ANODIZE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPD APPROVED

APPROX APPROXIMATE

ARCH ARCHITECT

ARI AMERICAN REFRIGERATION INSTITUTE

ASB ASBESTOS

ASC ABOVE SUSPENDED CEILING

ASPH ASPHALT

ATC ACOUSTICAL TILE CEILING

AUTO AUTOMATIC

AVG AVERAGE

AWG AMERICAN WIRE GAUGE

AWT ACOUSTICAL WALL TREATMENT

BB BULLETIN BOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BEJ BRICK EXPANSION JOINT

BEV BEVEL

BITUM BITUMINOUS

BJT BED JOINT

BL BUILDING LINE

BLDG BUILDING

BLW BELOW

BM BENCHMARK

BO BOTTOM OF

BOT BOTTOM

BP BACK PLASTER(ED)

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRG PL BEARING PLATE

BRK BRICK

BRKT BRACKET

BRZ BRONZE

BS BOTH SIDES

BSMT BASEMENT

Btu BRITISH THERMAL UNIT BtuH BTU PER HOUR

BTWN BETWEEN

BUR BUILT-UP ROOFING

BW BOTH WAYS

CAB CABINET

CAP CAPACITY

CB CATCH BASIN

CCT CUBICLE CURTAIN TRACK

CCTV CLOSED CIRCUIT TELEVISION

CE COVER ELEVATION

CEM CEMENT

CEM PLAS CEMENT PLASTER

CER CERAMIC

CFI CONDUCTIVE FLOORING

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CH BD CHALKBOARD

CHFR CHAMFER

CHIM CHIMNEY

CHK CHECK

CHR PL CHROME PLATED

CI CAST IRON

CI CURB INLET

CIP CAST-IN-PLACE

CIRC CIRCULAR

CJ CONTROL JOINT

CJ CONSTRUCTION JOINT

CKT CIRCUIT

CKT BRKR CIRCUIT BREAKER

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLGL CLEAR GLASS

CLL CONTRACT LIMIT LINE

CLO CLOSET

CLOS CLOSURE

CLR CLEAR(ANCE)

CLWG CLEAR WIRED GLASS

cm CENTIMETER(S)

CMP CORRUGATED METAL PIPE

CMPST COMPOSITE

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CNL CONDUCTIVE NEOPRENE LATEX

CNR CORNER

CNTR COUNTER

CO CLEANOUT

CO2 CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBUSTION

COMPT COMPARTMENT

CONC CONCRETE

CONN CONNECT

CONSTR CONSTRUCTION

CONT CONTINUE

CONTR CONTRACTOR

CORR CORRIDOR

COV COVER

CPRS COMPRESSIBLE

CPT CARPET

CRCMF CIRCUMFERENCE

CRES CORROSIVE RESISTANT STEEL

CRG CROSS GRAIN

CRS COURSE(S)

CS CAST STONE

CSK COUNTERSUNK

CSMT CASEMENT

CT CERAMIC TILE

CT CURRENT TRANSFORMER

C TO C CENTER TO CENTER

CTR CENTER

CU CONDENSING UNIT

Cu COPPER

CU FT CUBIC FEET

CUH CABINET UNIT HEATER

CU YD CUBIC YARDS

CV CEILING VENT

CVH CONDUCTIVE VINYL HOMOGENEOUS (SHEET TYPE)

CW COLD WATER

CYL CYLINDER

d PENNY (AS IN NAIL - 10D)

DAT DATUM

DB DRY BULB

DBL DOUBLE

DBL ACT DR DOUBLE ACTING DOOR

DCJ DOWELED CONTROL JOINT

DCJT DUMMY CONTROL JOINT

DEG DEGREE

DEMO DEMOLITION

DEPR DEPRESSION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DH DUCT HEATER

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISC DISCONNECT

DISP DISPENSER

DISTR PNL DISTRIBUTION PANEL

DIV DIVISION

DL DEAD LOAD

DMPF DAMPPROOFING

DMPR DAMPER

DMT DEMOUNTABLE

DN DOWN

DR DOOR

DR DRAIN

DRB DRAINBOARD

DR CL DOOR CLOSER

DS DOUBLE STRENGTH (GLASS)

DS DOWNSPOUT

DT DRAIN TILE

DVTL DOVETAIL

DWG DRAWING

DWLS DOWELS

DWR DRAWER

DWTR DUMBWAITER

DX DIRECT EXPANSION

E EAST

EA EACH

EAT ENTERING AIR TEMPERATURE

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION - GRADE OR BUILDING

ELEC ELECTRIC

EM EXPANDED METAL

EMD ESTIMATED MAXIMUM DEMAND

EMER EMERGENCY

ENCL ENCLOSE(URE)

ENTR ENTRANCE, ENTERING

EP ELECTRICAL PANELBOARD

EPRF EXPLOSION PROOF

EPY EPOXY COATING

EQ EQUAL

EQUIP EQUIPMENT

ESCAL ESCALATOR

EST ESTIMATE(D)

EWC ELECTRIC WATER COOLER

EWT ENTERING WATER TEMPERATURE

EXC EXCAVATE

EXH EXHAUST

EXH A EXHAUST AIR

EXST EXISTING

EXP EXPANSION

EXP EXPOSED

EXP BT EXPANSION BOLT

EXT EXTERIOR

F FAHRENHEIT

FA FIRE ALARM

FA FRESH AIR

FAC FIRE APPARATUS CLOSET

FAI FRESH AIR INTAKE

F BRK FIRE BRICK

FC FOOT CANDLE

FC BRK FACE BRICK

FCG FACING

FCJ FLOOR CONSTRUCTION JOINT

FCO FLOOR CLEANOUT

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDMPR FIRE DAMPER

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER BRACKET

FEC FIRE EXTINGUISHER CABINET

FF FACTORY FINISH

FGL FIBERGLASS

FH FIRE HYDRANT

FH FLAT HEAD

FHC FIRE HOSE CABINET

FHMS FLAT HEAD MACHINE SCREW

FHR FIRE HOSE RACK

FHS FIRE HOSE STATION

FHWS FLAT HEAD WOOD SCREW

FIG FIGURE

FIN FINISH

FIN FLR FINISH FLOOR

FIXT FIXTURE

FJT FLUSH JOINT

FLASH FLASHING

FLR FLOOR

FLEX FLEXIBLE

FLG FLOORING

FLR PL FLOOR PLATE

FLUOR FLUORESCENT

FN FENCE

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FP FIRE PARTITION

FP FIREPROOF

FPM FEET PER MINUTE

FR FIRE RESISTANT

FR FRAME

FRG FORGED

FRMG FRAMING

FRT FIRE-RETARDANT

FS FULL SIZE

FSTNR FASTEN(ER)

FT FEET

FTG FOOTING

FURG FURRING

FUT FUTURE

FW FIRE WATER

FWC FABRIC WALL COVERING

G NATURAL GAS

GA GAGE

GAL GALLON(S)

GALV GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN GENERAL

GF GROUND FACE

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFE GOVERNMENT-FURNISHED EQUIPMENT

GFE/CI GOVERNMENT-FURNISHED EQUIPMENT CONTRACTOR INSTALLED

GI GALVANIZED IRON

GIP GALVANIZED IRON PIPE

GKT GASKET(ED)

GL GLASS

GL BLK GLASS BLOCK

GLF GLASS FIBER

GLZ GLAZING

GLZ CMU GLAZED CONCRETE MASONRY UNITS

G GROUND

GOVT GOVERNMENT

GPM GALLONS PER MINUTE

GPT GYPSUM TILE

GRAN GRANITE

GR LN GRADE LINE

GRTG GRATING

GST GLAZED STRUCTURAL TILE

GSU GLAZED STRUCTURAL UNITS

GT GROUT

GWT GLAZED WALL TILE

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

HB HOSE BIBB

HC HOLLOW CORE

HCD HALON CONTAINMENT DAMPER

HCP HANDICAPPED

HD HEAD

HD HEAVY DUTY

HDBD HARDBOARD

HD JT HEAD JOINT

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HES HIGH EARLY-STRENGTH CEMENT

HEX HEXAGON

HH HANDHOLE

HK HOOK(S)

HM HOLLOW METAL

HNDRL HANDRAIL

HORIZ HORIZONTAL

HP HIGH PRESSURE

HP HORSEPOWER

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH

HSGYP HIGH-STRENGTH GYPSUM PLASTER

HSKPG HOUSEKEEPING

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING, VENTILATING AND AIR CONDITIONING

HYDR HYDRAULIC

Hz HERTZ

IC INTERCOM

ID INSIDE DIAMETER

IESNA ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA

ILK INTERLOCK

IN INCH

INCIN INCINERATOR

INCL INCLUDED

INSF INSULATING FILL

INSUL INSULATION

INT INTERIOR

INTM INTERMEDIATE

INV INVERT

IP IRON PIPE

IPS IRON PIPE SIZE

I.P.S. INSIDE PIPE SIZE

J-BOX JUNCTION BOX

JCT JUNCTION

JST JOIST

JT JOINT

KIP KILOPOUND (1000 POUNDS)

KIT KITCHEN

KOP KNOCKOUT PANEL

KPL KICKPLATE

km KILOMETER kV KILOVOLTS kVA KILOVOLT AMPERES kVAR KILOVOLT AMPERES REACTIVE kW KILOWATT

KWY KEYWAY

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAT LEAVING AIR TEMPERATURE

LAU LAUNDRY

LAV LAVATORY

LB LAG BOLT

LB POUND

LBL LABEL

LBR LUMBER

LC LIGHT CONTROL

LD LOAD

LDG LOADING

LG LENGTH

LH LEFT HAND(ED)

LIN LINEAR

LKR LOCKER

LL LIVE LOAD

LLD LEAD-LINED DOOR

LM LUMEN

LMST LIMESTONE

LNTL LINTEL

LONG LONGITUDINAL

LP LIGHTPROOF

LPD LIGHTPROOF DOOR

LPL LIGHTPROOF LOUVER

LPT LOW POINT

LR LIVING ROOM

LS LAWN SPRINKLER

LT LIGHT

LT WT LIGHTWEIGHT

LTG LIGHTING

LTNG LIGHTNING

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

LWT LEAVING WATER TEMPERATURE

m METER(S)

M&B MATCHED AND BEADED

MACH MACHINE

MAS MASONRY

MATL MATERIAL(S)

MAX MAXIMUM

MB MACHINE BOLTS

MBR MEMBER

MC MEDICINE CABINET

MCJ MASONRY CONTROL JOINT

MCO METAL-CASED OPENING

MDS METAL DIVIDER STRIP

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MED MEDIUM

MEMB MEMBRANE

MES METAL EDGE STRIP

MFD METAL FLOOR DECKING

MFG MANUFACTURING

MFR MANUFACTURER

MG MOTOR GENERATOR

MGT MATTE-GLAZED TILE

MH MANHOLE

MI MALLEABLE IRON

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

ML METAL LATH

ML MONOLITHIC

MLDG MOULDING

MLWK MILLWORK

mm MILLIMETER(S)

MNIC MATERIAL NOT IN CONTRACT (INSTALLATION BY CONTRACTOR)

MO MASONRY OPENING

MOD MODULAR

MOD. MODIFIED

MOT MOTOR

MP MOVABLE PARTITION

MR MOP RECEPTOR

MRB MARBLE BASE

MRD METAL ROOF DECKING

MS MACHINE SCREWS

MT METAL THRESHOLD

MT MOUNT

MTD MOUNTED

MTFR METAL FURRING

MTL METAL

MVBL MOVABLE

MULL MULLION

N NORTH

NAT NATURAL

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

Ni NICKEL

NIC NOT IN CONTRACT

NL NAILABLE

N.L. NEOPRENE LATEX

NM NONMETALLIC

NO NORMALLY OPEN

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

OA OUTSIDE AIR

OBSC OBSCURE

OBW OBSERVATION WINDOW

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFC OFFICE

OGL OBSCURE GLASS

OH OVERHEAD

OHMS OVALHEAD MACHINE SCREW

OHWS OVALHEAD WOOD SCREW

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OS & Y OUTSIDE SCREW AND YOKE

OWGL OBSCURE WIRED GLASS

P POLE

PA PUBLIC ADDRESS

PAR PARALLEL

PB PANIC BAR

PBD PARTICLE BOARD

PBS PUSH BUTTON STATION

PC PIECE

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCP CEMENT PLASTER (PORTLAND)

PD PAVEMENT DRAIN

PED PEDESTAL

PERF PERFORATE(D)

PERIM PERIMETER

PH PHASE

PHAR PHARMACY

PI POINT OF INTERSECTION

PIPU PREFAB ISOLATION POWER UNIT

PIV POST INDICATING VALVE

PL PLATE

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLAT PLATFORM

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLG PILING

PL GL PLATE GLASS

PLYWD PLYWOOD

PNL PANEL

PT PAINT(ED)

POL POLISHED

PORC PORCELAIN

PORT PORTABLE

PPGL POLISHED PLATE GLASS

PPM PARTS PER MILLION

PR PAIR

PREFAB PREFABRICATE(D)

PREFIN PREFINISHED

PREFMD PREFORMED

PRKG PARKING

PROJ PROJECT

PRV PRESSURE-REGULATING VALVE

PS PIPE SPACE

P.S. PRESSED STEEL

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PNEUMATIC TUBE

PT. POINT

PT CONC POST-TENSIONED CONCRETE

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

PV PAVED

PVC POLYVINYL CHLORIDE

PVG PAVING

PW PASS WINDOW

QT QUARRY TILE

QT. QUART

QTR QUARTER

1/4 RND QUARTER ROUND

QTY QUANTITY

R RADIUS

R RANGE

R RISER

RA RETURN AIR

RAB RABBETED

RA GR RETURN AIR GRILLE

RAR RETURN AIR REGISTER

RB RUBBER BASE, RESILIENT BASE

RBL RUBBLE STONE

RBR RUBBER

RC REMOTE CONTROL

RCP REINFORCED CONCRETE PIPE

RCVR RECEIVER

RD ROOF DRAIN

RDG INS RIGID INSULATION

RECPT RECEPTACLE

REC ROOM RECREATION ROOM

RECT RECTIFIER

REF REFERENCE

REFL REFLECT

REFR REFRIGERATION

REG REGISTER

REG REGLET

REINF REINFORCE

REM REMOVE(ABLE)

REQD REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION

RFG ROOFING

RH RELATIVE HUMIDITY

RH RIGHT HAND

RH ROOF HATCH

RK RACK

RLG RAILING

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RP RETRACTABLE PARTITION

RPM REVOLUTIONS PER MINUTE

RPRT RAISED PATTERN RUBBER TILE

RTF RUBBER TILE FLOOR

RVS REVERSE

RVT RIVET

RWC RAINWATER CONDUCTOR

S SOUTH

SA SUPPLY AIR

SB SPLASH BLOCK

S.B. SECURITY BARS

SC SOLID CORE

SCHED SCHEDULE

SCRN SCREEN

SCT STRUCTURAL CLAY TILE

SD STORM DRAIN

SDI STEEL DOOR INSTITUTE

SECT SECTION

SEQ SEQUENCE

SFGL SAFETY GLASS

SFTU STRUCTURAL FACING TILE UNIT

SFU STRUCTURAL FACING UNIT

SG SHEET GLASS

SHLDR SHOULDER

SHT SHEET

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SKLT SKYLIGHT

SLNT SEALANT

SLV SLEEVE

SM SHEET METAL

SMS SHEET METAL SCREWS

SOV SHUT OFF VALVE

SPC SPACER

SPCL SPECIAL

SPD SOUNDPROOF DOOR

SPEC SPECIFICATION

SPF SOUNDPROOF

SP FIN SPECIAL FINISH

SPH SPACE HEATER

SPKR SPEAKER

SQ SQUARE

SQHD SQUARE HEAD

S&R SHELF AND ROD

SS SERVICE SINK

SS STANDING SEAM (ROOF)

SST STAINLESS STEEL

STA STATION

STD STANDARD

STG SEATING

STL STEEL

STOR STORAGE

ST PR STATIC PRESSURE

STR STRINGER

STRUCT STRUCTURAL

STWY STAIRWAY

SUB FL SUBFLOOR

SUSP SUSPENDED

SV SHEET VINYL

SW SWITCH

SWBD SWITCHBOARD

SYMM SYMMETRICAL

SYNTH SYNTHETIC

SYS SYSTEM

T TREAD

TAN TANGENT

TB TOWEL BAR

TC TERRA COTTA

TEL TELEPHONE

TEMP TEMPERATURE

TEMP TEMPORARY

TER TERRAZZO

TERM TERMINAL

T&G TONGUE AND GROOVE

TGL TOGGLE

TH TRUSS HEAD

THK THICK(NESS)

THRES THRESHOLD

TK BD TACKBOARD

TKS TACKSTRIP

TO TOP OF

TOL TOLERANCE

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPTN TOILET PARTITION

TRANS TRANSOM

TRANS TRANSVERSE

TSTAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

UC UNIT COOLER

UGND UNDERGROUND

UH UNIT HEATER

UL UNDERWRITERS LABORATORIES

UNEX UNEXCAVATED

UNFIN UNFINISHED

UPS UNINTERRUPTABLE POWER SUPPLY

UR URINAL

UTIL UTILITY

UV UNIT VENTILATOR

V VOLT

VAR VARNISH

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VCT VITRIFIED CLAY TILE

VD VAULT DOOR

VENT VENTILATOR(TION)

VERT VERTICAL

VEST VESTIBULE

VF VINYL FABRIC

VG VERTICAL GRAIN

VH VINYL HOMOGENEOUS

VJ V-JOINT(ED)

VNR VENEER

VOL VOLUME

VR VAPOR RETARDER

VRM VERMICULITE

VS VENT STACK

V.T. VOLTAGE TRANSFORMER

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W WEST

W/ WITH

WB WET BULB

WBL WOOD BLOCKING

WC WATER CLOSET

W/C WHEELCHAIR

WCO WOOD-CASED OPENING

WD WOOD

WD WOOD DOOR

WDSP WASTE DISPOSER

WDW WINDOW

WF WIDE FLANGE

WGL WIRED GLASS

WH WALL HUNG

WH WATER HEATER

WHB WHEEL BUMPER

WHM WATT-HOUR METER

WI WROUGHT IRON

WKSH WORK SHOP

WM WIRE MESH

W/O WITHOUT

WP WATERPROOF(ING)

WP WEATHERPROOF

WP WORKING POINT

WR WASTE RECEPTACLE

WRB WARDROBE

WS WATERSTOP

W.S. WASTE STACK

WSCT WAINSCOT

WT WEIGHT

WTH WIDTH

W/W WALL TO WALL

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

WWR WELDED WIRE REINFORCEMENT

XFMR TRANSFORMER

YD YARD

YD YARD DRAIN

POV PRIVATELY OWNED VEHICLE

BMP BEST MANAGEMENT PRACTICE

EIS ENVIRONMENTAL IMPACT STUDY

AVE AVENUE

BLVD BOULEVARD

FDC FIRE DEPARTMENT CONNECTION

ST STREET

SHEET NAMING CONVENTION

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

REU REMOVABLE EQUIPMENT UNITS

10/04/24

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

10-04-202410-04-

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

10/03/2024

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

S T

A T E

O F M I SSO

U R I

P R O F E

SS ION A L E N

G I N

E E R

NUMBER

028892

RANDALL

SCOTT

KENT

10/03/2024

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

S T

A T E

OF M I SSO

U R I

P R O F E

SS I ON A L E N

G

IN

E E R

NUMBER

028892

RANDALL

SCOTT

KENT

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

10/03/202410/0//00/0//0/0003///////////20220002020200202202002002 2424242222424242424222242242424410100000000000/0//0//00000000/00003/33/3/33333//333////202022202002020002222000000242

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

COMM

COMM

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TMH

TMH

CMH

CMH

CMH

CMH

GTA HH

GTAHH

CHH

TP

TPE D

S TOP

S TOP

STOP

STOP

STOP

STOP

YIELD

STOP

STOP

TPE D

TM H

CROS S-WA LK

TP

CUX

CUX

CUX

CUX

EU X

EU X

EU XCU X

CU X

CU X

CU X

CU X

CUX

E D

B x

E D

B x

E D

B x

E D

B x

EDBx

EDBx

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E D

B x

E D

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E D

B x

EDBx

EDBx

EDBx

EDBx

EDBx

EAM

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

JC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

DRAWFORM REVISION: 25 AUGUST 2020

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A/E Task Order No. N6274223F0328

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

AS NOTED

KAHKQPATG

17323210

S

IT

E E

L E

C T

R

IC

A L

U T

IL

IT

Y D

E M

O

LI

T

IO

N P

L A

N

O V

E R

A

LL

SITE ELECTRICAL UTILITY DEMOLITION KEY PLAN

1" = 100'SCALE: A1 0 100 200

A. MAINTAIN ELECTRICAL SERVICE TO STRUCTURES

OUTSIDE THIS SCOPE OF WORK. COORDINATE UTILITY

OUTAGES WITH 36TH CIVIL ENGINEER SQUADRON, IN

WRITING, AT LEAST 15 DAYS PRIOR TO ANY SCHEDULED

OUTAGE.

B. LOCATIONS OF EXISTING PATHWAYS AND FEATURES

ARE BASED ON EXISTING RECORDS. CONFIRM

PATHWAYS AND FEATURES PRIOR TO COMMENCEMENT

OF WORK.

C. CONSULT WITH CONTRACTING OFFICER FOR DISPOSAL

OR RETURN OF EQUIPMENT THAT IS DEMOLISHED

WITHIN THIS SCOPE OF WORK.

D. REFER TO DRAWINGS 14GI-E-001 THROUGH 14GI-E-003

FOR ELECTRICAL LEGENDS, ABBREVIATIONS, AND

GENERAL NOTES.

E. REFER TO SHEETS 14ST-CD100 - 14ST-CD109 FOR CIVIL

DEMOLITION PLANS AND FULL EXTENTS OF DEMOLITION

SCOPE.

PANEL A02

ED112

PANEL B01

ED114

PANEL B03

ED116

PANEL C01

ED117

PANEL C02

ED118

PANEL C03

ED119

PANEL A03

ED113

PANEL A01

ED111

PANEL B02

ED115

ANDREW T. GARDNER

OF TE XASS

TATE

ALNOISSE

F O

R P

ENGIN

E

E R

NSEDECIL

130901

XASA

S

TA

TEXAS REGISTERED ENGINEERING FIRM F-2966

10-04-2024

14ST-CD100 14ST-CD109

14GI-E-001 14GI-E-003

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

CDB

CDB

CDB

CDB

CDB

CDB

CDB

CDB

CDB

CDB

CDB

CDB

CDB

CDB

CDB

CDB

CDB

C

CDB

CDB

C D

B

C D

B

C D

B

C D

B

C D

B

C D

B C

D B

C D

B C

D B

C D

B C

D B

C D

B C

D B

C D

B C

D B

EDB

EDB

EDB

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N S

A N

S A

N

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SA

N

S D x

S D x

SDx SDx

SD

x

SD

x

S D x

S D x

S D x

SDx

SDx

SDx

SDx

SDx

SDx

SDx x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

SDx

SDx

E D

B x

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EISE

IS

E

IS

E

IS

E

IS

E

IS

E

IS

E

IS

E

IS

E

IS

E

IS

E

IS

IS

EIS

EIS

EIS

EIS

E

IS

E

IS

E

E D

B

E D

B

E D

B

E D

B

E D

B

E D

B

E D

B

EDBx

EDBx

EDBx

EDBx

EDBx

EDBx

EDBx

EDBx

EDBx

EDBx

EDBx

EDBx

EDBx

EDBx

EDBx

EDBx

EDB

EDB

EDB

EDB

EDB

EDB

EDB

EDB

E D

B E

D B

E D

B E

D B

E D

B E

D B

E D

B E

D B

E D

B E

D

B BURIE

CABL

S D

X

S D

X

S D

X

S D

X

SDX

SDX

SDX

SDX

SDX

SDX

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

E U

X

S S

X

S S

X

W X

W X

W X

W X

W X

W X

S X

S S

X

S S

X

S S

X

SS X

EAM

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

JC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

DRAWFORM REVISION: 25 AUGUST 2020

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A/E Task Order No. N6274223F0328

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

AS NOTED

KAHKQPATG

17323211

S

IT

E E

L E

C T

R

IC

A L

U T

IL

IT

Y D

E M

O

LI

T

IO

N P

L A

N

P A

N E

L A

SITE ELECTRICAL UTILITY DEMOLITION PLAN - PANEL A01

1" = 20'SCALE: A1 0 20 40

SEE A1/14ST-ED112 FOR CONTINUATION

A. MAINTAIN ELECTRICAL SERVICE TO STRUCTURES

OUTSIDE THIS SCOPE OF WORK. COORDINATE UTILITY

OUTAGES WITH 36TH CIVIL ENGINEER…