Att1_1696746_Amd0005_DWGS_260605.pdf

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JFY 2022 PROJECT J-875, BATTLE STAFF TRAINING FACILITY, U. S. NAVSUPPACT MCB CAMP BLAZ, GUAM
Solicitation number
N62742-26-R-1306
Issued by

About this file

This file contains technical drawing documents and specifications for the JFY 2022 Project J-875 Battle Staff Training Facility at MCB Camp Blaz, Guam. The drawings include landscape plans, site furnishing details, HVAC mechanical controls, piping plans, and enlarged floor plans for a two-story reinforced concrete training facility. Key landscape specifications call for native Guam plant species comprising a minimum 50% of all plantings, with detailed plant material schedules identifying specific tree and shrub quantities and sizes (including Manila palms, Daok trees, A'abang, Panao, Fagot, Banalo, and Foxtail palms at 25-gallon size, plus various shrub species). Site improvements include soil preparation with organic soil conditioner, temporary on-grade irrigation systems during a one-year establishment period, root barriers, aluminum edging, concrete benches and trash/recycle receptacles, bike racks, and smoker posts. The HVAC systems shown include chilled water and hot water distribution piping for CRAC units, DOAS units, AHU units, and VAV boxes with direct digital control integration and monitoring capabilities. Mechanical systems feature multiple chillers (CH-01, CH-02), chilled water pumps (CHWP-1A through CHWP-2C), condensate overflow switches, and temperature control setpoints maintained at 75°F in occupied spaces. Construction coordination requirements emphasize verification of underground utilities, maintenance of access routes, green waste management with CRB infestation monitoring, soil chemical analysis prior to planting, and strict adherence to Guam's seismic and environmental building standards. The document revision history indicates multiple updates between April 27, 2026 and July 1, 2026, with the final authorization dated July 1, 2026.

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Other files

File Type Posted
26-1306 Note 12.pdf PDF
N62742-26-R-1306_AMD0006.pdf PDF
Att2_1696746_Amd0005_SPECS_260605.pdf PDF
N62742-26-R-1306_AMD0005.pdf PDF
26-1306 Note 11.pdf PDF
N62742-26-R-1306_AMD0004.pdf PDF
26-1306 Note 10.pdf PDF
26-1306 Note 9.pdf PDF
26-1306 Note 8.pdf PDF
26-1306 Note 7.pdf PDF
26-1306 Note 6.pdf PDF
N62742-26-R-1306_AMD0003.pdf PDF
26-1306 Note 5.pdf PDF
26-1306 Note 4.pdf PDF
Att1_1696746Amd0002dwg_260515r1_Signed.pdf PDF
N62742-26-R-1306_AMD0002.pdf PDF
Att2_1696746Amd0002spc_260515r1.pdf PDF
26-1306 Note 3.pdf PDF
26-1306 Note 2.pdf PDF
26-1306 Note 1.pdf PDF
N62742-26-R-1306_AMD0001.pdf PDF
ECC_CJA_Red.pdf PDF
Class JA King-Fisher Guam redact.pdf PDF
1696746_DWG_2of5.pdf PDF
MCBG Knox Box Class JA_Redacted.pdf PDF
1696746_DWG_5of5.pdf PDF
Class JA_Federal Signal_Redacted.pdf PDF
1696746_SPC.pdf PDF
1696746_DWG_3of5.pdf PDF
CJA_KabaMas GPMO_13Feb2025_Redacted1.pdf PDF
Schn_AMI_CJA_red.pdf PDF
1696746_DWG_1of5.pdf PDF
1696746_DWG_4of5.pdf PDF
Solicitation-N6274226R1306.pdf PDF
CJA_JCI DDC_Red.pdf PDF
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Text version

07/01/2026

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DRAWFORM REVISION: 25 AUGUST 2020

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SATISFACTORY TO

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FOR COMMANDER NAVFAC

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A/E INFO

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1696746

N62742-20-D-0001

AS NOTED

LK LK BT

KYM

B R

A D L E Y T . T A N I MUR A

EXP. 4/30/27

MAUG

ETACIFITREC

No. 015

CETIHCRA

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PACSDNAL E

RET

SI

GE

R

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B R

A D L E Y T . T A N I MUR A

EXP. 4/30/27

MAMUG

ETACIFITREC

No. 015

CETIHCRAR

T

PACSDNAL E

RET

SI

GE

R

E D

NATHANIEL PYRON,

MILCON PLANNER, DPPH

03/10/2026

A2 SCALE: 1" = 30'-0"

PLAN

NORTH

LANDSCAPE PLAN

SECURITY CHAIN

LINK FENCE

(SEE CIVIL DWGS)

FAGOT

(TYP SYM)

SEE DET

PROJECT

BOUNDARY

COMBAT

OPERATIONS

CENTER (COC)

PAD WITH

TENTS (SEE

ARCH DWGS)

TRASH

DUMPSTER

PAD AND

ENCLOSURE

BIKE RACK

(TYP SYM)

SEE DET

FOXTAIL PALM

(TYP SYM)

SEE DET

LANDSCAPE NOTES

A PROVIDE 1" OF ORGANIC SOIL CONDITIONER AND

FERTILIZER, SPREAD AND TILL 4" DEEP INTO SOIL.

B PROVIDE TEMPORARY ON-GRADE IRRIGATION

SYSTEM DURING MAINTENANCE PERIOD, SEE

SHEET LP601 FOR TEMPORARY IRRIGATION NOTES.

C TURF AREAS, PAVEMENTS AND FACILITIES THAT

HAVE BEEN DAMAGED FROM PLANTING

OPERATIONS MUST BE RESTORED TO ORIGINAL

CONDITION AT THE CONTRACTOR'S EXPENSE. KEEP

CLEAN AT ALL TIMES AT LEAST ONE PAVED

PEDESTRIAN ACCESS ROUTE AND ONE PAVED

VEHICULAR ACCESS ROUTE TO EACH BUILDING.

CLEAN OTHER PAVING WHEN WORK IN ADJACENT

AREAS IS COMPLETE.

ABBREVIATIONS

ARCH ARCHITECTURAL

CRB COCONUT RHINOCEROS BEETLE

DET DETAIL

DIA DIAMETER

DWG DRAWING

DWGS DRAWINGS

ELEC ELECTRICAL

EXST EXISTING

FT FEET OR FOOT

LID LOW IMPACT DEVELOPMENT

MAX MAXIMUM

MECH MECHANICAL

MIN MINIMUM

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

SS STAINLESS STEEL

STRUC STRUCTURAL

TELECOM TELECOMMUNICATION

TYP SYM TYPICAL SYMBOL

UV ULTRAVIOLET

DAOK

(TYP SYM)

SEE DET

KEY PLAN

NOT TO SCALE

N

1" = 30'

30' 60'030'

GRAPHIC SCALE:

LP101

33-FT MIN NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN ANTITERRORISMR MT SR OR MRR MOR SROROR MMSSROR SSROOR MRR MMMSR SROO IRRORR SRRR SMMRROOR MMOORR IRR MMOORR MMMMSSSSRRRROOOO SSSRROO SRR SSSRROORR MMMMMMIIRRRROORRRR SSRRRRRR MMMMSSRRRROOOORRRRRR MMMMMMMMSSSSIIRRRROOOOOORR SSMMMMSSRRRROOOORR SSSSSSRRRROOOORRRR MMSSSSSSRRRROOOORRRR MMRR MMMMMMIIOORR RROORROO MMMMSSSSRRRRRRRR MMMMIIRRRRORR RROO MMMMSSSSSRRROORR SSSSSSRRRROOOORRRR SSMMMMMMMSSSSSRRRRROOOOORRRRRRR SSRROO SSRR MMRROORRRRRR MMSSSSSSSSSRRRRROOOO MMMMIIOORRRR MMRR MMMIRRRRRROORRR MMMIIOOORRRRRRRRRRRRR MMMMSSSSSSSMMMRRRRRRRROOOOOOOORRRRROOOOORRRO SSSSMMMMMRRRRRRRR MMMSSSRRR SSSOOORRRRROOO SSSOOORRRRRRRR MMMSSSSRRRROOOO SSSSRRRROOOO MMMMMMOOORRR IIRRRR SSSSRRRROOOORRR RRR MMMMOOOORRRR MMMMSSSSOO S UNOBSTRUCTEDC DBBBB TR DDCT DCCU T DDCTECUCUCUR DR DETTETU TR TRUR EERR EDDETU TCU TTCTCCU EERRRRR EDDDCCUCUU DDDDDDDDDDTTTTCCTTCCCCCCUURRRRR DDDDDEEEEECCCCCCUUUUUU TTTEETTTTTUUUU EEEERRRRRR DDDDDTTTTTTCCCCCCUUUUR EEEERRRRRRRRRR DDDDDDEECCCCCCUUUUUURRRRRRR DDEDDDDEEDDEETTTTTTTTTTTCCCCCCUUCCUUUU DDDDDDEEEEEECCCCCCUUUUUURRRRRR EETTTTTTTTTTUUUURRRRRR EEEEEETTTTTTCCUUUURRRRRRR EEEERRRR DDDDDDDDTTTTTTCCCCCCCCUUCCCCCCUUUUUU DDDDDDEEEEEERRRRRRRRRRR DDDDDDTTTTTTCCCCCCUUUUUUCCCCUUUU DDEEEEEEECCUURRRRRR DDDDEEETTTTTTTTTTUUUU EERRRRRR EEDDDDDDDDEEEEEEEECCCCCCUUUUUUUURRRRRRRRRRRR EETTTTTTCCUUUURRRRRR EEEERRRRRRRR EETTTTTTEETTUUUUU DDDDDTTTTTTCCCCCCRUUR DDR DDDDDDDDDDTTTTTTTTTTTCCCCCCCCCUUUUUUURRRRRRRRRR DDDEEEEEEEDDDDCCCCCCCCCUUUCCCCCUUUUUUUCCCCCUUUCCCUURRRRRUUURRR EEEEEEEEEDDDDDDDDEEEEEEERRRRRRRRRRRR TTTTTEEEUUUU TTTTCTTTTTUUUURRRRRRR TTTTTTUUUU EEETTTUU EEEEDDDDDDDDDTTTCCCCTTTCCCCCCUUUCCCCCCUUUURRRRR CCC DDDDUUUURRRR DDDDCCCCUUUURRRR DDDDEEEEEEEEEEEE DISTANCE FROMF MRA OC MFE R MOMFE ROORRROC MMEC MMORORRF OFREE FE MMMROFRE FECEEE MMMOORROFRFF OOCEC OMMMMMRRROOFFEEEE MMMMMMRRRRFFFEE MMMMMOOOOOORRRRRROOOOOOOORRRRRRRRFFFFFFEEEEEE MMMMMMMMOOFFFFFEEEECC OOCCEECCC OOOOMMMMMMMMRRRRRREEEEEE MMMMEEEE MMMMMMMMRRRRFF OOOOOOOORRRRRRFFFFFFFFFF MMMMOOOOOORRRRRREE RREE OOOOOOOOOORRRRRRFFFFFFEEEE MMOOOORRRRRFFFFEEEEEE OORRFF MMMMMMEEEE MMMMMMOORRRRFFFFFFFRRRRRR MMMMMMOOOOOOEECCCCCCCC MMMMMMOOFFFFFFEEEE RRRRRR MMOOOOEE MMOOOOOOOOOOOOOORRRRRRRRRFFFFFFF MMEEEEEEE MMMMMMMMOOOOOOOORRRRRRCCCCCCEECCC RRFF OOOORRRRFF OOFF MMEEEEEE MMMMEEEEEEE MMMOOOOOOORRROOOOOORRRRRRFFFFFFF MMMMRROORRFFFFFFEEEE MMMMMRRRFFFEEEECC MMMMMMOOORRRFFFEEEECCCCEEE MMMCCCC MMMMMOOOOOOOOOOMMMMRRRRRRRRRRRRRRRRRRRRRREEE OOOOOOOOMMMMMMEEEEEEEEE MMEEEE OOOORRRROOOFFFFRRRRFFF OOOORRRRFFFF MMMMMMEEEEEEEEEEEE OOOORRRRFFFF OOOORRRRRFFFF OOOORRRRFFFF MMMMMMMMMMMMMMMRRRFFFFEEE OOOFFRRRFFFFEEE OOOOOOOORRRRCCC RRRR MMMMEEEE RRRR MCCC MMMMMMOOOO BUILDINGD GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG

ROOT

BARRIER

(TYP SYM)

SEE DET

A'ABANG

(TYP SYM)

SEE DET

BERMUDA /

CENTIPEDE

GRASS MIX

(TYP SYM)

BERMUDA /DMMMMM DA /AAA //AAAAA //AADAAA /AAAAAAAAA ////A //AAAAAAAADDAAAAAA //AAAAAAAAAA //////AAAAAA ////AAAAAA ////AAAAAAAAAA //AAAAAADDAAAA //AAAAAA ////AAAAAA ///AAAAAAA //AAAA //AAAAAAAA ////AAAADDAAAAAAAAAAAAAAAAA ///////AAAAAAAAAAAAAAA //////AAAAAAAAAAAA ////////AAAAAA ////AAAAAAAA CENTIPEDEPT EDEEEDEEDDDDDEEEDDEDEEDDDDDEEEEEEEEEEDDDDDDDDEEDDEEEEDDDDDDDDEEEEEEDDEEEEDDEEEEDDDDEEEEDDDDDDDDEEEEDDEEDDEEEEDDEEEEEDDDDDEEEEEEDDEEEEDDDDDDDDDEEEEEDDDDDEEDDDDDDDDEEEEEEEEEEEEEDDEEEDDDDDDDDDEEEEEEEDDDDDDDDDDEEEEEEEEEEDDDDDDDEEEEDDDDEEEE GRASS MIXS MS M XXXXXMMIXIXXMIXMMMM XXXXXXXXXMMMM XXXXXXIIIIXXXXMMMMMMMMM XXXXXXIIXXXXXXXXXMMMM XXIIXXIIXXXXXXMMMMMMMMM XXXXXXXXXMMMMM XXIIIXXXXXMMMMM XXIIIIIXXXXXMMMMMMMM XXXXXXXXXXMMMMMMMM XXXXXXXXXXXXXXMMM XXMMMMMIIIIIIIIIXXXXIIIIXXXXXXXXXXXXXMMMM XXXXMMMM XXXXMMMMM (TYP SYM)SYMS M)MMMM))MMMM)MMMMMMM))))MMMMMMMMMMM))MMMMMMMMMMMMMM))))))MM))))MMMMMMMMMMM))MM))))))))MMMMMMMMMMMMMMMM))MMMMMMMMMMMMMMMMMMMMMM))))MMMM))))))MMMMMMMM))))MMMMMMMMMMMMMMMMMMMMM))MMMM))MMMMMMM)))))))MMMMMMMMMMMMMMM

BANALO

(TYP SYM)

SEE DET

NANASO

(TYP SYM)

SEE DET

ALUMINUMUM UMMMMMUUMMMMUUUUUMMMMMMMMMUUUUMMMMMMMMMMUUUUUUUUMMMMMMMMMMMMMMMMMMUUUUMMMMMMMMMMMMUUUUUUUMMMMMMMMMMUUUUUUMMMMMMMMUUUUUUMMMMMMMMMUUUMMMMMMMMMMMUUUUUUUMMMMMMMMMMMMUUUUUMMUUMMMMMMMMMMMMMMMMMMMUUUUMMMMUUUUMMMMUUUU

EDGINGNNNNN

(TYP SYM)MS M))))MMMMM))))MMMMMM))))))))MMMMMMMMMM))))))))MMMMMMMM))MMMM))))))MMMMMMMMMMMMMM))))))))MMMMMMMM))))))))MMMMMMMMMMMMMMMMMMMMMMMMMMM))))))))))))MM))))))))))MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM)))))))))MMMMMMMMMMMM

SEE DETTD TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT

BERMUDA /

CENTIPEDE

GRASS MIX

(TYP SYM)

A4A4

LP501LP501LLLLLL T C2C2

LP501LP501LLLLLLL

T C4C4

LP501LP501LLLLL

TT C4C4

LP501LP501LLLLL

T C4C4

LP501LP501LLLLLL

T C4C4

LP501LP501LLLLLLL

T B4B4

LP501LP501LLLLLL

T C3C3

2LP502LP50222222LLLLLTTTT B3B3

LP501LP501LLLLL

ROOTR OTOTTT

BARRIERB R RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR (TYP SYM)P P MMM))MM)MMMMMMMMM)))MMMMMMMM))M))MMMMMMM)MMMMMMMMMM))))))MMMMMMMMM))MM))MMMMMMMMMMMMMMMMMMMMM))))))MMMMMMMMMM))MMMM))))MMMMMMMMMMMMM))))))))MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM)MMMMMMMMMMMM)))))))))))))MMMMM)))MMMMMMMMMMMMMMMMMMMMMMMMMM))))MMMM)MMMM))))MMMM SEE DETD TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT C1C1

LP501LP501LLLLLL

10-FT CLEAR

FROM SECURITY

CHAIN LINK FENCE

20-FT CLEAR

FROM SECURITY

CHAIN LINK FENCE

MANILA PALM

(TYP SYM)

SEE DETT B4B4

LP501LP501LLLLLL

SECURITY CHAIN

LINK FENCE

(SEE CIVIL DWGS)

10-FT CLEAR

FROM SECURITY

CHAIN LINK FENCE

20-FT CLEAR

FROM SECURITY

CHAIN LINK FENCE

PANAO

(TYP SYM)

SEE DETTTTT C4C4

LP501LP501LLLLLL

EXST ELECEEEXEXEXXXXST EEEELEE CCCCCCCEECCCCCCEEECEEEECCCCEEECCCCCCCCCEEEEEECCCCCCCCEEEEEECCEECCCCEECCEEEEEECCCCCCEECCCCCCEEEECCCCEECCEEEEEEEEEECCCCCCCCCCCCEEEEEEEEEECCCCCCCCCCCCCEEEEEEEECCEEEEEECCCCCEEEEECCCEEEEEEEEEEECCCCCCCCCCCEEEECCCCCCCEEEEEEEEEEECCCCCCCCCCCCCCEECCEECCEEEEEEEECCCEEEEEEEEEEEEECCCCCCCCCCCCCCCCCEEEECCCCEEEECCCCEEEE ENCLOSUREEOLOOOLO U EREEREERERUUUURUUUUREERERRUU EERREERREEUUUUUU EEEEEERRRRRRRRRUUUU EEEEEERRRRRRUUUUUUU EEEERRRRUUUUUU EEEERRRREERRRRUUUURRRRUUUURRUUUU EEEEERREEEERRRRUUUUUU EEEERRRREERRRRUUUUURRRRUUUU EEEEERRRRRRRUUUUUURRUUUUUUUUUURRRRREEEEERRRUU EEEEEERRRRRUUUUUUUUUU EEEEEEEERRRREEEERRRRRRREEEERRRRRUUUUUUUUUUUURRRUUUUUUUUUUURRRREEERRREEEEEEERRREEEEERRRRUUUU EEERRRRUUUU

TRASH /

RECYCLE

RECEPTACLE

(TYP SYM)

SEE DETTT C4C4

2LP502LP50222222LLLLL

CONCRETE

BENCH

(TYP SYM)

SEE DETTT A4A4

2LP502LP502L 22222LLLLL

2-FT WIDE STONE

DIAPHRAGM (SEE

CIVIL DWGS)

ELEC ENCLOSURE

(SEE ELEC DWGS)

J-875

BATTLE STAFF

TRAINING FACILITY

SEE A2 / LP501

PLANTING AT

ENTRY

ENLARGEMENT

NANASO

(TYP SYM)

SEE DET

ALUMINUM

EDGING

(TYP SYM)

SEE DET

TTTT A4A4

LP501LP501LLLLLL

TT C2C2

LP501LP501LLLLL

NANASO

(TYP SYM)

SEE DET

5244 2

ALUMINUM

EDGING

(TYP SYM)

SEE DET

TTTT A4A4

LP501LP501LLLLLL

TTTT C2C2

LP501LP501LLLLLL

ROOTTTT

BARRIERR RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR

(TYP SYM)MS MM))MMM))M))MM))))MMMM))MMMM))))MMMMM))))))MMMMMM))))))MMMMMMMM))))MMMMMMMMMMMMMM))MM))))MM)))))))))MMMMMMMMMMMMMM))))))MMMM))))))MMMMMMMM

SEE DETTDDDD TTTTTTTT C1C1

LP501LP501LLLLL

ROOT

BARRIER

(TYP SYM)

SEE DETTTTT B3B3

LP501LP501LLLLLLL

C1C1

LP501LP501LLLLLL

A'ABANG

(TYP SYM)

SEE DETT C4C4

LP501LP501LLLLLLL

DRY SWALE

(SEE CIVIL

DWGS)

DRY SWALE

(SEE CIVIL

DWGS)

DETENTION

BASIN

(SEE CIVIL

DWGS)

RESTORE

EXISTING

GRASS

(TYP SYM)

OUTLET

CONTROL

STRUC

(SEE CIVIL

DWGS)

STONE CHECK DAM

(SEE CIVIL DWGS)

RIPRAP

(SEE CIVIL

DWGS)

RESTORE

EXISTING

GRASS

(TYP SYM)

RIPRAP

(SEE CIVIL

DWGS)

DRY SWALE

(SEE CIVIL DWGS)

FIRE LANE

FIRE LANE

FI

R

E

LA

N E

LP101

17321828

LA

ND

SC

AP

E

PL

AN

BA

SE

A

ND

O

PT

IO

NS

SAND

FILTER (SEE

CIVIL DWGS)

SIGNGN

(SEE CIVILEE V LLV LLVVVVIIVVV LVV LV LLLLVVVVVV LLLLLLLVV LIIVV LLVV LLVVVVVV LLLLIIVVVV LLVV LLLLVV LLVV LLVVV LLVVIIIILLLLLLLLVVVVVVVV LLLLLLLLVVVVVV LLLLIIVVVV LLVVV LLLLLVVVVVVIIVVVVVIILLLLLVVVVVV LLLLVVVVVVVV LLLLLLLLLLVV LLVV LLVVVVVVVVIIIIVVVVIIIVVVV LLLLLLLVVVV LLLLVVVV LLLLVVVV

DWGS)WGGS

PROJECT

BOUNDARY

4/

/2

AD

DE

D

CA

LL

OU

T

FO

R

OP

TI

ON

IT

EM

#3

OPTION ITEM #3 1

OPTION

ITEM #1

OPTION

ITEM #2

6/

/2

UP

DA

TE

D

DE

TA

IL

BU

BB

LE

R

EF

ER

EN

CE

A

SS

ESS

ESS

ESS

ESS

ESS

ESS

ESS

ESS

ESS

ESS

ESS

ESS

ESS

ESS

ESS

ESS ESS ESSS

CU CU CU CU CU CU

WWWW

W W

WW

ESS

ESS

ESS

ESES

ESS

ESS

ESS

ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ES

ESS

ESS

ES

ESS

ESS

ESS

ESESESESSSSSS

ESES

ESS

EC

EC

EC

EC EC EC EC EC E

WW

WWWWWWWWWWWWWWWWWW

WW

D

EP

AR

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EN

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Y

A

B

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1 2 3 4 5

1 2 3 4 5

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B

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N

AV

AL

F

AC

IL

IT

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S

EN

G

IN

EE

R

IN

G

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M

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PT

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N

DA

TE

AP

PR

DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L

FA

CI

LT

IE

S

EN

G

IN

EE

RI

NG

C O

M M

AN

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NA

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MA

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PA

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N

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Z, G

UA

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JF

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P

RO

JE

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BA

TT

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S

TA

FF

T

RA

IN

IN

G

F

AC

IL

IT

Y

DKS/DMK

KYM

RYO

1696746

N62742-20-D-0001

AS NOTED

LK LK BT

KYM

B R

A D L E Y T . T A N I MUR A

EXP. 4/30/27

MAUG

ETACIFITREC

No. 015

CETIHCRA

T

PACSDNAL E

RET

SI

GE

R

E D

B R

A D L E Y T . T A N I MUR A

EXP. 4/30/27

MAMUG

ETACIFITREC

No. 015

CETIHCRAR

T

PACSDNAL E

RET

SI

GE

R

E D

NATHANIEL PYRON,

MILCON PLANNER, DPPH

03/10/2026

CONCRETE BENCH

NOTE: REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS, SEE PLANS FOR LOCATIONS.

TOP VIEW

FRONT VIEW SIDE VIEW

CORE DRILL

HOLE IN FIELD

1/2"-13 UNC S/S

THREADED ROD,

ALL WEATHER

EPOXY IN PLACE

ENLARGEMENT

6'-0"

3"

2' -0

1'

-6

1'-0"

1/2" DIA INSERTS

MATERIAL: CONCRETE

COLOR / FINISH: SEAT - SAND TAN, SMOOTH

LEGS - SAND TAN, LIGHT SAND BLASTED

LP101A4

SCALE: NTS

TRASH / RECYCLE RECEPTACLE

2' -8

25-1/2"

SIDE VIEWFRONT VIEW

1'-10"

1'-2"

19 1/2"

/4

12 3/4"

(4) 3/8-16 UNC

S/S INSERTS

1 1/4" DIA

DRAIN HOLE

BOTTOM VIEW

MATERIAL: CONCRETE, RIGID PLASTIC HOOD

COLOR / FINISH: SAND TAN, LIGHT SAND BLASTED

NOTE: REFER TO MANUFACTURER'S INSTALLATION

INSTRUCTIONS, THIS RECEPTACLE TYPE

WITH 5" DIA OPENING TO BE PLACED WITHIN

THE AT ZONE, SEE PLANS FOR LOCATIONS.

3/8" DIA

INSERTS

CORE DRILL

HOLE IN FIELD

3/8"-16 UNC S/S

THREADED ROD,

ALL WEATHER

EPOXY IN PLACE

ENLARGEMENT

5" DIA

OPENING

SCALE: NTS

C4 LP101

BICYCLE RACK

SCALE: NTS LP101C3

NOTE: REFER TO MANUFACTURER'S INSTALLATION

INSTRUCTIONS, SEE PLANS FOR LOCATIONS. SEE

CIVIL DWG CS505 FOR BIKE RACK PAD DETAIL.

30"

" M

IN

27 5/8"

CONC

SLAB

ANCHOR ROD

CONC FOOTING

2 3/8" DIA

STAINLESS

STEEL

TUBING

LP502

17321830

SI

TE

F

UR

NI

SH

IN

G

D

ET

AI

LS

A

ND

O

PT

IO

NS

LP101

OPTION ITEM #2

SCALE: 1/8" = 1'-0"

LP101

OPTION ITEM #1

SCALE: 1/8" = 1'-0"C1

A1

GENERATOR

BUILDING

PAVILION

(SEE ARCH

DWGS)

FUEL

STORAGE

YARD

SMOKER POST

(TYP SYM)

SEE DETTT A3A3

2LP502LP502L 22222LLLL

NANASO

(TYP SYM)

SEE DET

ALUMINUM

EDGING

(TYP SYM)

SEE DET

TT A4A4

LP501LP501LLLLL

TRASH /

RECYCLE

RECEPTACLE

(TYP SYM)

SEE DET

S

TT C4C4

2LP502LP502222222LLLLL

CONCRETE

BENCH

(TYP SYM)

SEE DETTTT A4A4

2LP502LP502L 22222LLLLL

RUBBLE MULCH

(TYP SYM)

SEE DET

EE

B1B1

LP501LP501LLLLL

TT C2C2

LP501LP501LLLLL

FOXTAIL PALM

(TYP SYM)

SEE DETT B4B4

LP501LP501LLLLLL

NOTE: REFER TO MANUFACTURER'S INSTALLATION

INSTRUCTIONS, SEE PLANS FOR LOCATIONS.

3' -4

SMOKER POST (SS),

2-1/2" DIA,

FREESTANDING

CONC SLAB

12" DIA BASE,

10 LBS

SMOKER POST (FREESTANDING)

SCALE: NTS LP101A3

1A

6/

/2

UP

DA

TE

D

DE

TA

IL

BU

BB

LE

R

EF

ER

EN

CE

TREES

BOTANICAL NAME COMMON NAME SIZE REMARKS

12 ADONIDIA MERRILLII MANILA PALM 25 GAL 1-1/2" - 2" CAL MIN, 8'-10' OVERALL HT, 3'-5' SPD, 5'-6'

STRAIGHT BROWN TRUNK HT

1 CALOPHYLLUM INOPHYLLUM DAOK 25 GAL 2" CAL MIN, 8`-10` OVERALL HT, 6`-8` SPD, 5`-6`

CLEAR STRAIGHT TRUNK

11 EUGENIA REINWARDTIANA A'ABANG 25 GAL 2" CAL MIN, 8'-10' OVERALL HT, 8'-10' SPD, 6'-8' CLEAR

STRAIGHT TRUNK

6 GUETTARDA SPECIOSA PANAO 25 GAL 1-1/2" - 2" CAL MIN,, 6'-8' OVERALL HT, 5'-7' SPD, 3'-4'

CLEAR STRAIGHT TRUNK

5 NEISOSPERMA OPPOSITIFOLIA FAGOT 25 GAL 2" CAL MIN, 7`-8` OVERALL HT, 5`-7` SPD, 3`-4` CLEAR

STRAIGHT TRUNK

8 THESPESIA POPULNEA BANALO 25 GAL 1-1/2" - 2" CAL MIN, 8`-10` OVERALL HT, 8`-10` SPD, 6`-8` CLEAR STRAIGHT TRUNK

5 WODYETIA BIFURCATA FOXTAIL PALM 25 GAL 2" CAL MIN, 10'-12' OVERALL HT, 4'-6' SPD, 6'-7'

STRAIGHT BROWN TRUNK HT

SHRUBS

10 CORDYLINE FRUTICOSA 'GREEN' GREEN TI 3 GAL 24" - 36" HT, FULL VARIED STALKS

6 CORDYLINE FRUTICOSA 'RED' RED TI 3 GAL 24" - 36" HT, FULL VARIED STALKS

8 DRACAENA MARGINATA DRACAENA 5 GAL 36" - 42" HT, FULL, VARIED STALKS

71 SCAEVOLA SERICEA NANASO 3 GAL 18" - 24" HT, FULL, 30" OC

GROUND COVERS

164,030 SF CYNODON DACTYLON /

EREMOCHLOA OPHIUROIDES BERMUDA / CENTIPEDE GRASS MIX SEED HYDROSEED

11,012 SF CYNODON DACTYLON /

EREMOCHLOA OPHIUROIDES BERMUDA / CENTIPEDE GRASS MIX SEED HYDROSEED (GRASS RESTORATION)

MISCELLANEOUS

164,620 SF SOIL PREPARATION (1" LAYER ORGANIC SOIL CONDITIONER OR APPROVED SUBSTITUTE / COMPOST, ROTOR-TILL 4" DEEP INTO SOIL), DOES NOT INCLUDE DRAINAGE SWALE AREAS

-710 SF

2,032.3 CY ON-SITE SCREENED TOPSOIL (4" LAYER), DOES NOT INCLUDE DRAINAGE SWALE AREAS-8.8 CY

840 LF ROOT BARRIER (24" DEPTH), CHEMICAL-TYPE FABRIC WITH PERMANENTLY ATTACHED HERBICIDE-FILLED TIME-RELEASE NODULES

245 LF ALUMINUM EDGING (3/16" X 5.5", EXTRUDED ALUMINUM, MILL FINISH, BLACK)

440 SF

(11 CY)

RENATURALIZED RUBBLE HARVESTED FROM SITE, 6" MIN - 8" MAX DIA

2 EA CONCRETE BENCH (BACKLESS): 72" W X 24" D, COLOR: SAND TAN SMOOTH (SEAT), SAND TAN LIGHT SAND BLASTED (LEGS)5 EA

1 EA CONCRETE TRASH RECEPTACLE: 20" W X 43" H, COLOR: SAND TAN LIGHT SAND BLASTED WITH RIGID PLASTIC HOOD1 EA

1 EA CONCRETE RECYCLE RECEPTACLE: 20" W X 43" H, COLOR: SAND TAN LIGHT SAND BLASTED WITH RIGID PLASTIC HOOD1 EA

1 EA SMOKER POST, FREESTANDING, STAINLESS STEEL: 2-1/2" DIA X 40" HT

PLANT MATERIAL SCHEDULE

OPTION

ITEM #1

OPTION

ITEM #2SYMBOL BASE

-710 SF

-1,700 SF

-21 CY

60 LF

100 SF

(2.5 CY)

-1,700 SF

PERMEABLE FILTER FABRIC100 SF440 SF

119,965 SF -700 SF

1,481 CY -8.6 CY

-1,620 SF

-20 CY

156,453 SF -700 SF -1,620 SF

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G

S

YS

TE

M

S C

O M

M

AN

D

DES DRW

SY

M

DE

SC

RI

PT

IO

N

DA

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AP

PR

DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L

FA

CI

LT

IE

S

EN

G

IN

EE

RI

NG

C O

M M

AN

D

P

AC

IF

IC

NA

VF

AC

P

AC

IF

IC

MA

KA

LA

PA

, H

AW

AI

I

U.

S.

N

AV

SU

PP

AC

T

MC

B

CA

MP

B

LA

Z, G

UA

M

JF

Y

P

RO

JE

CT

J -8

BA

TT

LE

S

TA

FF

T

RA

IN

IN

G

F

AC

IL

IT

Y

DKS/DMK

KYM

RYO

1696746

N62742-20-D-0001

AS NOTED

LK LK BT

KYM

B R

A D L E Y T . T A N I MUR A

EXP. 4/30/27

MAUG

ETACIFITREC

No. 015

CETIHCRA

T

PACSDNAL E

RET

SI

GE

R

E D

B R

A D L E Y T . T A N I MUR A

EXP. 4/30/27

MAMUG

ETACIFITREC

No. 015

CETIHCRAR

T

PACSDNAL E

RET

SI

GE

R

E D

NATHANIEL PYRON,

MILCON PLANNER, DPPH

03/10/2026

GENERAL NOTES:

1. VERIFY LOCATION OF UNDERGROUND UTILITIES AND OTHER OBSTRUCTIONS THAT MAY AFFECT THE WORK. REPORT ANY

OBSTRUCTIONS ENCOUNTERED, AND/OR DAMAGED, TO THE CONTRACTING OFFICER. ONCE DAMAGE IS ASSESSED, INCLUDING APPROPRIATE DISCIPLINE(S), COORDINATE REPAIRS TO UTILITY LINES OR OTHER UNDERGROUND OBSTRUCTIONS AT

CONTRACTOR'S EXPENSE.

2. THE LANDSCAPE ESTABLISHMENT PERIOD WILL COMMENCE ON THE DATE THAT INSPECTION BY THE CONTRACTING OFFICER SHOWS THE NEW PLANTS FURNISHED UNDER THIS CONTRACT HAVE BEEN SATISFACTORILY INSTALLED AND MUST CONTINUE FOR A PERIOD

OF 365 DAYS.

3. BEGIN MAINTENANCE IMMEDIATELY AFTER PLANTS HAVE BEEN INSTALLED. INSPECT EXTERIOR PLANTS AT LEAST ONCE A WEEK DURING THE INSTALLATION AND ESTABLISHMENT PERIOD AND PERFORM NEEDED MAINTENANCE PROMPTLY. MAINTENANCE

CONSISTS OF, BUT IS NOT LIMITED TO THE FOLLOWING:

A. WATERING, PRUNING, FERTILIZING, ADJUSTING STAKES, WEEDING AND PERFORMING OTHER OPERATIONS NECESSARY TO

PROMOTE PLANT GROWTH, AND VIGOR.

4. TURF AREAS, PAVEMENTS AND FACILITIES THAT HAVE BEEN DAMAGED FROM PLANTING OPERATIONS MUST BE RESTORED TO ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. KEEP CLEAN AT ALL TIMES AT LEAST ONE PAVED PEDESTRIAN ACCESS ROUTE AND ONE PAVED VEHICULAR ACCESS ROUTE TO EACH BUILDING. CLEAN OTHER PAVING WHEN WORK IN ADJACENT AREAS IS

COMPLETE.

5. 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.

TEMPORARY IRRIGATION NOTES:

1. IRRIGATION SYSTEM IS SUBJECT TO FIELD ADJUSTMENTS DUE TO UNANTICIPATED SITE CONDITIONS. AVOID ANY

CONFLICT BETWEEN UNDERGROUND UTILITIES, STRUCTURES AND PLANTINGS. THE CONTRACTOR WILL BE

RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING UTILITIES.

2. CONTRACTOR MUST REFER TO SECTION 01 50 00 TEMPORARY CONSTRUCTION AND CONTROLS, AND COORDINATE WITH OICC TO DETERMINE IF POTABLE WATER WILL BE AVAILABLE AND PROVIDED BY THE

GOVERNMENT.

3. CONTRACTOR MUST PROVIDE A TEMPORARY ON-GRADE AUTOMATIC IRRIGATION SYSTEM (TO BE APPROVED BY THE CONTRACTING OFFICER) FOR THE DURATION OF THE PLANT ESTABLISHMENT PERIOD AND NOT TO EXCEED ONE YEAR FROM ACCEPTANCE. THE TEMPORARY AUTOMATIC IRRIGATION SYSTEM MUST CONSIST OF, BUT IS

NOT LIMITED TO THE FOLLOWING:

A. IRRIGATION WATER METER.

B. REDUCED PRESSURE BACKFLOW PREVENTER WITH STAINLESS STEEL ENCLOSURE.

C. SHUT OFF AND ISOLATION VALVES.

D. BOOSTER PUMP IF ADEQUATE WATER PRESSURE IS UNAVAILABLE TO SUPPORT THE TEMPORARY

IRRIGATION SYSTEM REQUIREMENTS.

E. AUTOMATIC IRRIGATION CONTROLLER INCLUDING A MINIMUM OF 3 INDEPENDENT PROGRAMS, 7 DAY

PROGRAM CYCLE, AND 8 START TIMES PER PROGRAM PER DAY.

PLANTING NOTES:

1. NATIVE PLANT SPECIES MUST BE GROWN AND ORIGINATE ON GUAM. LANDSCAPING MUST CONTAIN 50% MINIMUM NATIVE SPECIES.

2. CONTRACTOR MUST NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK.

3. CONTRACTOR TO VERIFY EXACT LOCATIONS OF ALL TREES WITH THE CONTRACTING OFFICER PRIOR TO COMMENCEMENT OF

PLANTING OPERATIONS.

4. REFER TO CIVIL DRAWINGS FOR FINAL GRADING AND SIDEWALK LAYOUT.

5. TOPSOIL MUST BE INSTALLED PER SPECIFICATIONS. CONTRACTOR WILL BE RESPONSIBLE TO DETERMINE AND PROVIDE ADEQUATE QUANTITIES OF MATERIALS TO INSTALL PLANTINGS IN PLACE PER DESIGN INTENT. CAREFULLY COORDINATE TO ENSURE PROPER PLACEMENT TO FINISH GRADES. CONTRACTOR WILL BE RESPONSIBLE TO MAINTAIN FINISH GRADES AND DESIGNED DRAINAGE

PATTERNS.

6. LOCATE TREES A MINIMUM SIX FEET AWAY FROM DRAINAGE SWALES.

7. CONTRACTOR TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON PROJECT SITE PRIOR TO CONSTRUCTION.

8. CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING WORK AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID

CONFLICTS AND TO ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

9. CLEAR, GRUB, AND REMOVE ALL WEEDS, STUMPS, ROOTS, ROCKS, CONCRETE DEBRIS, AND TRASH PRIOR TO PLANTING

OPERATIONS.

10. ALL GREEN WASTE GENERATED FROM CLEARING AND GRUBBING TASKS AND CONSTRUCTION ACTIVITIES MUST BE MANAGED 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 INFESTATION IS PRESENT, THE PILES MUST GO THROUGH A GRINDER/SHREDDER PRIOR TO RESUMING COMPOST

ACTIVITIES.

11. CONTRACTOR MUST OBTAIN ANY NECESSARY DIG PERMITS 15 CALENDAR DAYS PRIOR TO START OF EXCAVATION.

12. BACKFILL MIX MUST CONSIST OF FOUR (4) PARTS OF AMENDED IMPORTED PLANTING SOIL TO ONE (1) PART ORGANIC SOIL CONDITIONER (SEE SPECIFICATIONS). ADD ONE (1) POUND OF 10-30-10 FERTILIZER TO ONE (1) CUBIC YARD OF BACKFILL MIX. MIX

THOROUGHLY ON PROJECT SITE PRIOR TO ANY PLANTING OPERATIONS.

13. INDICATED BACKFILL MIX IS FOR BIDDING PURPOSES ONLY. A SOIL CHEMICAL ANALYSIS MUST BE PERFORMED BY A QUALIFIED LABORATORY, INCLUDING RECOMMENDATIONS, WHICH WILL BE REQUIRED AND TAKE PRECEDENCE OVER THE ABOVE INDICATED

MIXTURE AND SPECIFICATION.

14. PLANTING TABLETS FOR TREES AND SHRUBS MUST BE AS FOLLOWS:

25 GALLON 8 TABLETS

3 GALLON 2 TABLETS

USE SLOW RELEASE FERTILIZER TABLETS 20-10-5, 21 GRAM SIZE.

15. CONTRACTOR TO PERFORM AERATION, MINIMUM 4" DEPTH, USING HOLLOW TINES TO AVOID SOIL COMPACTION, ON ALL NATURAL

GRASS AREAS ON LAST DAY OF LANDSCAPE ESTABLISHMENT PERIOD.

16. REPAIR AND GRASS ALL AREAS DAMAGED BY CONSTRUCTION OPERATIONS INCLUDING ACCESS, STORAGE, AND LAY DOWN AREAS.

LP601

17321831

PL

AN

T M

AT

ER

IA

L

SC

HE

DU

LE

A

ND

N O

TE

S

F. RAIN SENSOR.

G. PVC OR HDPE MAINLINE AND DISTRIBUTION LINES, INCLUSIVE OF JOINT RESTRAINT SYSTEMS IF

NECESSARY TO PREVENT PIPE MOVEMENT DURING SYSTEM OPERATION.

H. SLOW CLOSING REMOTE CONTROL VALVES CONSTRUCTED OF GLASS FILLED NYLON AND INCLUDES:

FABRIC-REINFORCED DIAPHRAGM, INTERNAL SCREEN SCRUBBER MECHANISM TO PREVENT DEBRIS

CLOGGING, AND PRESSURE REGULATION.

I. GEAR DRIVEN ROTOR HEADS WITH ADJUSTABLE ARC, PRESSURE REGULATION, AND CHECK VALVES

FOR LARGE RADIUS AREAS.

J. FIXED SPRAY HEADS OR FIXED STREAM ROTARY HEADS WITH PRESSURE REGULATION, CHECK

VALVES, AND NOZZLES WITH MATCHED PRECIPITATION RATES FOR SMALL RADIUS AREAS.

K. ALL LABOR, MATERIALS AND APPURTENANCES REQUIRED TO INSTALL AND MAINTAIN THE

TEMPORARY IRRIGATION SYSTEM.

4. CONTRACTOR TO SUBMIT A WATERING SCHEDULE PRIOR TO START OF LANDSCAPE ESTABLISHMENT

PERIOD, FOR APPROVAL TO ASSIST THE PLANTS IN TRANSITIONING TO NO WATER AT END OF

MAINTENANCE PERIOD AND REQUIRE INFREQUENT DEEP WATERING TIMES TO FURTHER ASSIST IN DEVELOPING DEEP ROOT STRUCTURES. ALL IRRIGATION WATERING TIMES MUST BE SET FOR "OFF PEAK" EVENING HOURS. OPERATION DURING OTHER TIMES MUST BE APPROVED BY THE CONTRACTING OFFICER.

IRRIGATION PIPING MAY BE INSTALLED ON-GRADE. HOWEVER, THE PIPING LAYOUT MUST NOT

CREATE A TRIP HAZARD FOR PEDESTRIANS OR OBSTRUCT VEHICULAR PATHS. PIPE SLEEVES ARE

REQUIRED WHERE TEMPORARY IRRIGATION LINES CROSS PEDESTRIAN OR VEHICULAR PATHS.

PIPE SLEEVES MUST ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY

SLIDE THROUGH SLEEVE MATERIAL.

EXTEND SLEEVES 18" BEYOND EDGES OF PAVING OR CONSTRUCTED HARDSCAPE.

MARK SLEEVE LOCATIONS ON SIDES OF PAVING OR WITH IRRIGATION FLAGS IN PLANTING AREAS.

VERIFY ALL SLEEVE LOCATIONS WITH CONTRACTING OFFICER PRIOR TO CONSTRUCTION OF PAVING.

CONTRACTOR MUST COORDINATE INSTALLATION OF ALL SLEEVES AND CONDUITS UNDER

PAVEMENT AND THROUGH WALLS. CONTRACTOR MUST ASSURE THAT THESE ITEMS ARE LAID PRIOR

TO PLACEMENT OF PAVEMENT OR WALL STRUCTURES.

THE LANDSCAPE CONTRACTOR MUST REMOVE THE TEMPORARY IRRIGATION SYSTEM IN ITS

ENTIRETY UPON COMPLETION OF THE IRRIGATION ESTABLISHMENT PERIOD AND MUST

REPLANT/REPAIR ANY AREAS DAMAGED DURING THE REMOVAL OF THE TEMPORARY IRRIGATION

SYSTEM.

5.

6.

7.

8.

9.

10.

11.

6/

/2

UP

DA

TE

D

PL

AN

T

QU

AN

TI

TI

ES

164 030 SF 710 SF -1 700 SF

164 620 SF -710 SF -1 700 SF

2 032 3 CY 8 8 CY 21 CY

6/05/2026

DRD_IA_SEAL

6_05_2026

AD

DE

D

SH

EE

T

647 7

6 3

MCRAC-X-XXX

WCC ACV

CRAC-X-XXX S/S

CRAC-X-XXX

SF STATUS

FAN

SUPPLY AIRRETURN AIR

FI

LT

ER

W C

C

SP

T CRAC-X-XXX ST

CRAC-X-XXX ST SP

CRAC-X-XXX OV

LIMITS OF CRAC

NOTE:

DESIGNATION "X-XXX" REFERS TO INDIVIDUAL CRAC

DESIGNATIONS AS SCHEDULED.

GENERAL REQUIREMENTS

1. HVAC SYSTEM SHALL BE CONTROLLED BY UNIT

MOUNTED, STAND ALONE DIRECT DIGITAL

CONTROLLERS, UNLESS NOTED OTHERWISE.

CONTROLLERS SHALL BE INTEGRATED INTO BUILDING

DIRECT DIGITAL CONTROL (DDC) SYSTEM FOR REMOTE

CONTROL AND MONITORING. DDC SYSTEM

COMMUNICATION SHALL BE AS SPECIFIED.

2. SET POINTS LABELED AS ADJUSTABLE SHALL BE FULLY

ADJUSTABLE FROM OPERATOR WORKSTATIONS.

SETPOINTS FOR THERMOSTATS WITH INTEGRAL SET

POINT ADJUSTMENTS SHALL BE ADJUSTABLE FROM

BOTH THE THERMOSTAT AND THE OPERATOR

WORKSTATION. SETPOINT ADJUSTMENT SHALL NOT

REQUIRE PROGRAMMING OF DDC PANELS. ALL

SETPOINTS, TIMERS, DEADBANDS, ETC., LISTED IN

SEQUENCES SHALL BE ADJUSTABLE IN SEQUENCE OR

NOT, SOFTWARE POINTS SHALL BE USED FOR THESE

POINTS.

3. ALARM REPORTING SHALL BE DONE AT PANEL

ASSOCIATED WITH EQUIPMENT AND SHALL BE

AVAILABLE FROM OPERATOR WORKSTATIONS.

NORMAL CONTROL POSITIONS

1. NORMAL POSITIONS OF CONTROLLED DEVICES SHALL

BE POSITION DEVICE. RETURNS TO ON POWER FAILURE

OR CONTROLLER FAILURE. NORMAL POSITIONS SHALL

BE AS FOLLOWS:

A. AUTOMATIC CONTROL VALVE (ACV) ON COOLING

COILS: OPEN TO COIL UNLESS NOTED OTHERWISE.

CRAC UNIT (CRAC-X-XXX) CONTROL SEQUENCE

1. CRAC-X-XXX SHALL BE CONTROLLED BY UNIT MOUNTED

STAND ALONE DDC CONTROLLER.

2. CRAC-X-XXX SERVING TELECOMMUNICATION ROOMS

SHALL BE ENABLED 24 HRS, 7 DAYS A WEEK.

A. WHEN SPACE TEMPERATURE IS ABOVE COOLING

SETPOINT (75 F, ADJUSTABLE), FAN SHALL START

AND WATER COOLING COIL (WCC) ACV SHALL

MODULATE TO MAINTAIN SPACE TEMPERATURE.

WHEN SPACE IS BELOW SETPOINT WCC ACV SHALL

CLOSE AND FAN SHALL STOP

3. WHEN SYSTEM IS IN THE "UNOCCUPIED" MODE OF

OPERATION AND OVERRIDE SWITCH IS ACTIVATED,

CRAC SHALL OPERATE AS INDICATED FOR OCCUPIED

MODE FOR A PERIOD OF 60 MINUTES (ADJUSTABLE).

CRAC SHALL SWITCH TO "UNOCCUPIED" MODE AFTER

TIME PERIOD HAS ELAPSED AND OPERATE AS

INDICATED FOR UNOCCUPIED MODE OF OPERATION.

4. WHERE MULTIPLE CRAC SERVE A SINGLE SPACE,

PROVIDE LEAD/LAG CONTROL. CHANGE LEAD UNIT

DESIGNATION ON A WEEKLY (ADJUSTABLE) BASIS.

SAFETY SHUTDOWN

1. SAFETY SHUTDOWN CIRCUIT SHALL BE PROVIDED

EXTERNAL TO SYSTEM CONTROLLER. CIRCUIT SHALL BE

DIRECTLY CONNECTED TO STARTERS OF MOTOR-

POWERED EQUIPMENT AND SHALL FUNCTION

REGARDLESS OF STATUS OF SYSTEM CONTROLLER. IN

EVENT OF SYSTEM SHUTDOWN, DEVICES SHALL

RETURN TO NORMAL POSITION. CIRCUITS SHALL BE

RESET MANUALLY. FOLLOWING SHALL COMPRISE

SAFETY SHUT-DOWN CIRCUIT:

A. CONDENSATE OVERFLOW SWITCH

SEQUENCE OF OPERATION:

CRAC UNIT POINTS LIST

PLAN DESIGNATION POINT DESCRIPTION

POINT TYPE

ALARMS

NOTES

AO DO AI DI VP

CRAC CONDENSATE OVERFLOW X

NOTES:

CRAC FAN START STOP X

1. DESIGNATION "X-XXX" REFER TO INDIVIDUAL FAN COIL UNIT DESIGNATIONS AS SCHEDULED.

CRAC-X-XXX SF STATUS CRAC SUPPLY FAN STATUS

CRAC-X-XXX ECM CRAC SUPPLY FAN ECM X COMMUNICATION VIA PROTOCOL AS SPECIFIEDX

CRAC WATER COOLING COIL AUTOMATIC

CONTROL VALVE

CRAC DISCHARGE AIR TEMPERATURE X

X

CRAC SPACE TEMPERATURE X ALARM IF TEMPERATURE VARIES 5° ABOVE OR

BELOW SETPOINT FOR 5 MINUTES

X

CRAC SPACE TEMPERATURE SETPOINT SETPOINT ADJUSTABLE FROM THERMOSTATX

X OVERFLOW ALARM

CRAC-X-XXX S/S

X ALARM MISMATCH WITH FCU-X-XXX S/S

X

X

X

CRAC-X-XXX WWC ACV

CRAC-X-XXX DAT APPLICABLE TO BLOWER COILS ONLY

CRAC-X-XXX ST

CRAC-X-XXX ST SP

CRAC-X-XXX CND OF

CRAC UNIT SCHEMATIC (CRAC-X-XXX)

(CHILLED WATER COOLING ONLY)

OF CRAC-X-XXX CND OF

M

IT

ECMCRAC-X-XXX ECM

T CRAC-X-XXX DAT

X

X

1ST FLOOR

CH-01

136.40 GPM

CH-02

136.4 GPM

DHRC-1

40.5 GPM

CHWP-1A

137 GPM

CHWP-1B

137 GPM

DOAS-1

54.8 GPM

AHU-1

62.1 GPM

2ND FLOOR

ROOF

DOAS-2

58.7 GPM

AHU-2

68.6 GPM

CRAC-203

20.3 GPM

CRAC-202

20.3 GPM

BCHD-105

2.4 GPM

CRAC-201

20.30 GPM

CRAC-102

20.6 GPM

CRAC-103

20.6 GPM

SEE HOT WATER

SYSTEM

CHWP-2A

41 GPM

CHWP-2B

41 GPM

6"

2 1/2"

1 1/2"

1 1/2" 2"2"

2"

3"

6"

6"

6"

2 1/2" 2 1/2"

6"

6"

3"

2"2"

1 1/2"

1 1/2"

3/4"2"

2"

6"

2 1/2"

CHWP-2C

41 GPM

BCHD -104

2.4 GPM

BCHD-102

4.36 GPM

3/4"

3/4"

CRAC-101

20.60 GPM

BCHD-103

4.36 GPM

BCHD-101

4.36 GPM

1 1/4" 1 1/4"1 1/2"

1 1/2"2 1/2"2 1/2"

2 1/2" 6" 3" 2"

CHWP-1C

137 GPM

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

PA

R

TM

EN

T O

F

TH

E N

AV

Y

N A

VA

L

FA

C

IL

IT

IE

S

EN

G

IN

EE

R

IN

G S

YS

TE

M S

C O

M M

AN

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

P

AC

IF

IC

M

AK

AL

A

PA

, H

AW

AI

I

NTS

RYO

KYM

DKS/DMK

6/

/2

5:

:0

PM

C :\R

EV

IT

_2

4_

PR

O

JE

C T_

FI

LE

S\

BL

D G

-J -8

-1

-M

_S w ib es

An dy

_Y

KD

TN

5W

JY

4B

V.

rv t

MH800

JF

Y

P

RO

JE

CT

J -8

M

EC

HA

NI

CA

L

CO

NT

RO

LS

AP

17322134

JV AS

3/10/2026

NATHANIEL PYRON, MILCON

PLANNER, DPPH

BA

TT

LE

S

TA

FF

T

RA

IN

IN

G F

AC

IL

IT

Y

1696746

N62742-20-D-0001

MC

B

CA

MP

B

LA

Z, G

UA

M

U.

S.

N

AV

SU

PP

AC

T

KYM

N A

VF

AC

P

AC

IF

IC

M H

NOT TO SCALEC1 CRAC UNIT SCHEMATIC & POINT LIST

NOT TO SCALEA1 HVAC - CHILLED WATER RISER DIAGRAM

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

/05 /20

RE

VI

SE

D

CH

W P

IP

E

SI

ZE

T T

5 64

D

C

B

MATCHLINE - SEE A1 / MH102 MATCHLINE - SEE A1 / MH103

MA

TC

HL

IN

E

-S

EE

A 1 /

M H1

MA

TC

HL

IN

E -S

EE

A

1 / M

H1

DHRC-1

ET-1 AS-1

CHWP-2B

CHWP-2A

HWP-1B

2 1/2"ø HWR

2 1/2"ø CHWR

2 1/2"ø CHWS

ET-2

AS-2

HWP-1C CHWP-2C

2 1/2"ø HWS

6"Ø RISER UP

TO 2ND FLOOR

2 1/2"ø CHWS

2 1/2"ø CHWS 2 1/2"ø CHWS

2"Ø RISER UP

TO 2ND FLOOR

(TYP.)

VAV-116

3/4"ø HWR

3/4"ø HWS

3/4"ø HWS 3/4"ø HWR

VAV-115

CRAC-101 1 1/2"ø CHWR 1 1/2"ø CHWS

2 1/2"ø CHWS

1 1/4"ø CHWR

1 1/4"ø CHWS

1 1/4"ø HWS

VAV-117

3/4"ø HWR 3/4"ø HWS

1"ø HWR 1"ø HWS 3/4"ø HWS

3/4"ø HWR

1 1/4"ø CHWS 1 1/4"ø CHWR

BCHD-104

1 1/4"ø HWR

CRAC-103 CRAC-102

2 1/2"ø CHWR 2 1/2"ø CHWS

MS-101

BCHD-102

2 1/2"ø CHWR

1 1/4"ø HWR 1 1/4"ø HWS

3"ø CHWS 3"ø CHWR

VAV-125

1"ø HWR

AHU-01

1"ø HWS

MECH RM

VESTIBULE 1D

V1D

GTR 1T

(TRAINING

TELECOMM RM)

CORRIDOR 1D

C1D

ELEV MACHINE

RM

CTR 1

ELEV 1

E1

STAIR 1A

S1A

LOBBY 1

L1

SVTC CONF RM /

SIPR CAFE

GTR 1

CHILLER

ENCLOSURE

119A

1 1/4"ø CHWR 1 1/4"ø CHWS

3/4 "ø

C

ND

3/4"ø CHWS 3/4"ø CHWR

3/4"ø CHWR 3/4"ø CHWS

3/4"ø CND

3/4"ø RS 3/4"ø RL

EF-102

CHWP-1C

CHWP-1A

CHWP-1B

ACCU-1

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

PA

R

TM

EN

T O

F

TH

E N

AV

Y

N A

VA

L

FA

C

IL

IT

IE

S

EN

G

IN

EE

R

IN

G S

YS

TE

M S

C O

M M

AN

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

P

AC

IF

IC

M

AK

AL

A

PA

, H

AW

AI

I

AS NOTED

RYO

KYM

DKS/DMK

6/

/2

5:

:4

PM

C :\R

EV

IT

_2

4_

PR

O

JE

C T_

FI

LE

S\

BL

D G

-J -8

-1

-M

_S w ib es

An dy

_Y

KD

TN

5W

JY

4B

V.

rv t

MP105

JF

Y

P

RO

JE

CT

J -8

HV

AC

P

IP

IN

G

P

LA

N -F

IR

ST

F

LO

O R

-A

RE

A 'E

AP

17322142

JV CG

3/10/2026

NATHANIEL PYRON, MILCON

PLANNER, DPPH

BA

TT

LE

S

TA

FF

T

RA

IN

IN

G F

AC

IL

IT

Y

1696746

N62742-20-D-0001

MC

B

CA

MP

B

LA

Z, G

UA

M

U.

S.

N

AV

SU

PP

AC

T

KYM

N A

VF

AC

P

AC

IF

IC

M P1

1/4" = 1' - 0"

0 5' 10' 15'1'

E

PLAN

NORTH

GENERAL NOTES

KEY PLAN

GRAPHIC SCALE(S)

KEY NOTESX

1/4" = 1'-0"A1 HVAC PIPING PLAN - FIRST FLOOR - AREA 'E'

1. SEE M-001 FOR GENERAL MECHANICAL NOTES THAT SHALL APPLY TO ALL

SHEETS UNLESS NOTED OTHERWISE.

2. CONTRACTOR SHALL REFER TO MECHANICAL DETAILS AND SPECIFICATIONS

FOR ADDITIONAL INSTALLATION REQUIREMENTS.

3. ALL CONDENSATE PIPING SHALL BE INSTALLED AT 1/8" PER FT. SLOPE.

4. MOUNT ALL T-STATS NO HIGHER THAN 48" AFF.

1. PROVIDE NEW HOT WATER/ CHILLED WATER SUPPLY & RETURN PIPING AS

INDICATED. INSULATE PIPING PER SPECIFICATIONS. INSTALL PER DETAIL.

COORDINATE EXACT ROUTING IN FIELD WITH OTHER TRADES.

2. PROVIDE NEW CONDENSATE DRAIN AS INDICATED. MAINTAIN MIN. 1/8" PER FOOT

PITCH IN THE DIRECTION OF FLOW. INSULATE PIPING PER SPECIFICATIONS.

TERMINATE PIPING AT FLOOR/ OPEN HUB DRAIN WITH 1" AIR GAP.

3. PROVIDE NEW REFRIGERANT PIPING AS INDICATED. VERIFY EXACT PIPE SIZES

IN FIELD BASED ON ACTUAL ROUTING. INSULATE PIPING PER SPECIFICATIONS.

INSTALL PER DETAIL. COORDINATE EXACT ROUTING IN FIELD WITH OTHER

TRADES.

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

/27 /20

/05

/20

RE

VI

SE

D

CH

W

P

IP

E

SI

ZE

RE

-R

OU

TE

D

CH

W S/

R

PI

PI

NG

5 6

EB

ACCU-11 (TYP.)

HOT

WATER

PLANT

CONTROL

PANEL

CHILLED

WATER

PLAN

CONTOL

PANEL

CHILLER

ENCLOSURE

119A

6"ø CHWR 6"ø CHWS

6" ø

CH

W

S

CH-01 CH-02

6" ø

CH

W

R

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

PA

R

TM

EN

T O

F

TH

E N

AV

Y

N A

VA

L

FA

C

IL

IT

IE

S

EN

G

IN

EE

R

IN

G S

YS

TE

M S

C O

M M

AN

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

P

AC

IF

IC

M

AK

AL

AP

A, H

AW

AI

I

AS NOTED

RYO

KYM

DKS/DMK

6/ 5/

0:

:5

AM

C :\R

EV

IT

_2

4_

PR

O

JE

C T_

FI

LE

S\

BL

D G

-J -8

-1

-M

_S w ib es

An dy

_Y

KD

TN

5W

JY

4B

V.

rv t

MP107

JF

Y

P

RO

JE

CT

J -8

HV

AC

P

IP

IN

G

P

LA

N -F

IR

ST

F

LO

O R

-M

EC

HA

NI

CA

L

EN

CL

O

SU

RE

AP

17322144

JV CG

3/10/2026

NATHANIEL PYRON, MILCON

PLANNER, DPPH

BA

TT

LE

S

TA

FF

T

RA

IN

IN

G F

AC

IL

IT

Y

1696746

N62742-20-D-0001

MC

B

CA

MP

B

LA

Z, G

UA

M

U.

S.

N

AV

SU

PP

AC

T

KYM

N A

VF

AC

P

AC

IF

IC

M P1

1/4" = 1' - 0"

0 5' 10' 15'1'

PLAN

NORTH

GENERAL NOTES

KEY PLAN

GRAPHIC SCALE(S)

KEY NOTESX

1/4" = 1'-0"B1 HVAC PIPING PLAN - FIRST FLOOR - MECHANICAL ENCLOSURE

1. SEE M-001 FOR GENERAL MECHANICAL NOTES THAT SHALL APPLY TO ALL

SHEETS UNLESS NOTED OTHERWISE.

2. CONTRACTOR SHALL REFER TO MECHANICAL DETAILS AND SPECIFICATIONS

FOR ADDITIONAL INSTALLATION REQUIREMENTS.

3. ALL CONDENSATE PIPING SHALL BE INSTALLED AT 1/8" PER FT. SLOPE.

4. MOUNT ALL T-STATS NO HIGHER THAN 48" AFF.

1. PROVIDE NEW CHILLED WATER SUPPLY & RETURN PIPING AS INDICATED.

INSULATE PIPING PER SPECIFICATIONS. INSTALL PER DETAIL. COORDINATE

EXACT ROUTING IN FIELD WITH OTHER TRADES.

2. PROVIDE NEW REFRIGERANT PIPING AS INDICATED. VERIFY EXACT PIPE SIZES

IN FIELD BASED ON ACTUAL ROUTING. INSULATE PIPING PER SPECIFICATIONS.

INSTALL PER DETAIL. COORDINATE EXACT ROUTING IN FIELD WITH OTHER

TRADES.

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

/27 /20

/05

/20

CO

OR

DI

NA

TE

D

CH

ILE

R

LO

CA

TI

ON

RE

VI

SE

D

CH

W P

IP

E

SI

ZE

5 64

D

C

B

MATCHLINE - SEE A1 / MH112 MATCHLINE - SEE A1 / MH113

MA

TC

HL

IN

E

-S

EE

A 1 /

M H1

MA

TC

HL

IN

E -S

EE

A

1 / M

H1

CRAC-202

3/4"ø CHWR 3/4"ø CHWS

6"Ø CHWS/R RISERS

DN. TO 1ST FLOOR

6"Ø HWS/R RISERS DN.

TO 1ST FLOOR

DDC

CONTROL

PANEL

DOAS-2

DDC

CONTROL

PANEL

VAVs

DDC

CONTROL

PANEL

AHU-2

2"ø CHWR 2"ø CHWS

(TYP.)

(TYP.)

STAIR 2A

S2ASTORAGE

ELEV 2

E2

CTR 2

GTR 2T

(TRAINING

TELECOMM RM)

GTR 2

SVTC CONF RM /

SIPR CAFE

LOBBY 2

L2

CORRIDOR 2D

C2D

MECH RM

CRAC-201

1 1/2"ø CHWR

1 1/2"ø CHWS

3/4 "ø

H W

S

3/4 "ø

H W

R

3/4"ø HWS 3/4"ø HWR3/4

"ø H

W S

3/4 "ø

H W

R

VAV-217

VAV-216

VAV-215

BCHD-105

CRAC-203

AHU-2

DOAS-02

3/4"ø HWS

3/4 "ø

H W

R

3/4 "ø

C

ND

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

PA

R

TM

EN

T O

F

TH

E N

AV

Y

N A

VA

L

FA

C

IL

IT

IE

S

EN

G

IN

EE

R

IN

G S

YS

TE

M S

C O

M M

AN

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

P

AC

IF

IC

M

AK

AL

A

PA

, H

AW

AI

I

AS NOTED

RYO

KYM

DKS/DMK

6/

/2

5:

:3

PM

C :\R

EV

IT

_2

4_

PR

O

JE

C T_

FI

LE

S\

BL

D G

-J -8

-1

-M

_S w ib es

An dy

_Y

KD

TN

5W

JY

4B

V.

rv t

MP115

JF

Y

P

RO

JE

CT

J -8

HV

AC

P

IP

IN

G

P

LA

N -S

EC

O

ND

F

LO

O

R -A

RE

A

'E

AP

17322150

JV CG

3/10/2026

NATHANIEL PYRON, MILCON

PLANNER, DPPH

BA

TT

LE

S

TA

FF

T

RA

IN

IN

G F

AC

IL

IT

Y

1696746

N62742-20-D-0001

MC

B

CA

MP

B

LA

Z, G

UA

M

U.

S.

N

AV

SU

PP

AC

T

KYM

N A

VF

AC

P

AC

IF

IC

M P1

1/4" = 1' - 0"

0 5' 10' 15'1'

E

PLAN

NORTH

GENERAL NOTES

KEY PLAN

GRAPHIC SCALE(S)

KEY NOTESX

1/4" = 1'-0"A1 HVAC PIPING PLAN - SECOND FLOOR - AREA 'E'

1. SEE M-001 FOR GENERAL MECHANICAL NOTES THAT SHALL APPLY TO ALL

SHEETS UNLESS NOTED OTHERWISE.

2. CONTRACTOR SHALL REFER TO MECHANICAL DETAILS AND SPECIFICATIONS

FOR ADDITIONAL INSTALLATION REQUIREMENTS.

3. ALL CONDENSATE PIPING SHALL BE INSTALLED AT 1/8" PER FT. SLOPE.

4. MOUNT ALL T-STATS NO HIGHER THAN 48" AFF.

1. PROVIDE NEW HOT WATER/ CHILLED WATER SUPPLY & RETURN PIPING AS

INDICATED. INSULATE PIPING PER SPECIFICATIONS. INSTALL PER DETAIL.

COORDINATE EXACT ROUTING IN FIELD WITH OTHER TRADES.

2. PROVIDE NEW CONDENSATE DRAIN AS INDICATED. MAINTAIN MIN. 1/8" PER FOOT

PITCH IN THE DIRECTION OF FLOW. INSULATE PIPING PER SPECIFICATIONS.

TERMINATE PIPING AT FLOOR/ OPEN HUB DRAIN WITH 1" AIR GAP.

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

/05 /20

RE

VI

SE

D

CH

W P

IP

E

SI

ZE

C1

MH300

C4

MH300

DHRC-1

CH

W

P- 2A

CH

W

P- 2B

AS-1

2 1/2"ø HWR

2 1/2"ø HWS

HW

P-

1B

2 1 /2" ø

CH

W S

2 1 /2" ø

HW

R

2 1/2"ø HWS

WCC-01

CHWP-2C

HW

P-

1C

DOAS-01

ET-1

VAV-125

DDC

CONTROL

PANEL

VAVs

HOT

WATER

PLANT

CONTROL

PANEL

CHILLED

WATER

PLAN

CONTOL

PANEL

ET-2

HC-01

VAV-126

AHU-01

6" ø

CH

W

R 6" ø

CH

W S

6"ø CHWR

6"ø CHWR

6"ø CHWS 6"ø CHWR

A1

MH300

A4

MH300

2 1/2"ø CHWS

2 1/2"ø CHWR

DOAS-02

AHU-2

1"ø HWR

1"ø HWS

DDC

CONTROL

PANEL

AHU-2

DDC

CONTROL

PANEL

VAVs

DDC

CONTROL

PANEL

DOAS-2

VAV-218

1 1/2"ø HWR

1 1/2"ø HWS

2"ø CHWR

2"ø CHWS

2 1/2"ø CHWS

2 1/2"ø CHWR

2" ø

CH

W

R 2" ø

CH

W S

6"ø CHWR 6"ø CHWS

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

PA

R

TM

EN

T O

F

TH

E N

AV

Y

N A

VA

L

FA

C

IL

IT

IE

S

EN

G

IN

EE

R

IN

G S

YS

TE

M S

C O

M M

AN

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

P

AC

IF

IC

M

AK

AL

A

PA

, H

AW

AI

I

AS NOTED

RYO

KYM

DKS/DMK

6/

/2

5:

:2

PM

C :\R

EV

IT

_2

4_

PR

O

JE

C T_

FI

LE

S\

BL

D G

-J -8

-1

-M

_S w ib es

An dy

_Y

KD

TN

5W

JY

4B

V.

rv t

MP400

JF

Y

P

RO

JE

CT

J -8

EN

LA

RG

ED

F

LO

O R

PL

AN

SH

EE

T

AP

17322152

JV AS

3/10/2026

NATHANIEL PYRON, MILCON

PLANNER, DPPH

BA

TT

LE

S

TA

FF

T

RA

IN

IN

G F

AC

IL

IT

Y

1696746

N62742-20-D-0001

MC

B

CA

MP

B

LA

Z, G

UA

M

U.

S.

N

AV

SU

PP

AC

T

KYM

N A

VF

AC

P

AC

IF

IC

M P4

PLAN

NORTH

GENERAL NOTES

KEY PLAN

GRAPHIC SCALE(S)

KEY NOTESX

1. ALL DUCTWORK AND EQIUPMENT SHOWN ON THIS DRAWING IS DIAGRAMMATIC.

LOCATE ALL DUCTWORK AND EQUIPMENT SO AS TO CLEAR ALL OBSTACLES.

2. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL,

STATE, AND LOCAL CODES.

3. COORDINATE ALL HVAC INSTALLATIONS WITH ALL APPLICABLE TRADES.

4. VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE START OF

INSTALLATION OF ALL MECHANICAL AND PLUMBING EQUIPMENT. CONSTRUCTION

DISCREPANCIES TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

CONTRACTING OFFICER FOR A RESOLUTION.

5. COORDINATE ALL REQUIRED CONDUIT, PIPING AND CHASES WITH OTHER

TRADES & SUB-CONTRACTORS.

3/8" = 1'-0"C1 FIRST FLOOR MECHANICAL ROOM PIPING ENLARGED FLOOR PLAN

3/8" = 1'-0"A1 SECOND FLOOR MECHANICAL ROOM PIPING ENLARGED FLOOR PLAN

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

/05 /20

RE

VI

SE

D

CH

W

P

IP

E

SI

ZE

1 1

1 1

00 - GENERAL
G-002 - LIST OF SHEETS
G-003 - LIST OF SHEETS
03 - CIVIL
CS100 - CIVIL SITE PLAN – BASE AND BID OPTIONS
CG501 - CIVIL GRADING DETAILS – SHEET 1
04 - LANDSCAPE
LP101 - LANDSCAPE PLAN - BASE AND OPTIONS
LP502 - SITE FURNISHING DETAILS AND OPTIONS
LP601 - PLANT MATERIAL SCHEDULE AND NOTES
05 - STRUCTURAL
SS111 - PAVILION ROOF PLAN
SB101 - COMPREHENSIVE FOUNDATION PLAN
SB102 - FOUNDATION PARTIAL PLAN - AREA A1
SB103 - FOUNDATION PARTIAL PLAN - AREA B
SB104 - COMPREHENSIVE SLAB PLAN (EL. 0-0", UNO)
SB105 - SLAB PLAN - AREA A1 (EL, 0-0", UNO)
SB106 - SLAB PLAN - AREA B (EL. 0-0", UNO)
SB401 - MECHANICAL ENCLOSURE FOUNDATION / SLAB PLAN
SB403 - ELEVATOR PIT ENLARGED PLAN
SB501 - STRUCTURAL FOUNDATION / SLAB DETAILS - SHEET 1
SB502 - STRUCTURAL FOUNDATION / SLAB DETAILS - SHEET 2
SF101 - COMPREHENSIVE SECOND FLOOR FRAMING PLAN (EL 14-0", UNO)
SF102 - SECOND FLOOR FRAMING PLAN - AREA A1 (EL. 14-0", UNO)
SF103 - SECOND FLOOR FRAMING PLAN - AREA A1 (EL. 16-0", UNO)
SF104 - SECOND FLOOR FRAMING PLAN - AREA B1 (EL. 14-0", UNO)
SF105 - SECOND FLOOR FRAMING PLAN - AREA B1 (EL. 16-0", UNO)
SF106 - COMPREHENSIVE ROOF FRAMING PLAN (ABOVE EL. 32-0)
SF107 - ROOF FRAMING PLAN - AREA A1 (ABOVE EL. 32-0)2
SF108 - ROOF FRAMING PLAN - AREA B (ABOVE EL. 32-0)
SF301 - STRUCTURAL SECTIONS - SHEET 1
SF302 - STRUCTURAL SECTIONS - SHEET 2
SF401 - MECHANICAL ENCLOSURE FRAMING PLAN
SF402 - CANOPY ROOF FRAMING PLAN
SF501 - STRUCTURAL FLOOR FRAMING DETAILS - SHEET 1
SF502 - STRUCTURAL FLOOR FRAMING DETAILS - SHEET 2
SF503 - STRUCTURAL ROOF FRAMING DETAILS
SJ601 - STRUCTURAL SCHEDULES
SK506 - CONCRETE COLUMN DETAILS
06 - ARCHITECTURAL
A-001 - ARCHITECTURAL NOTES AND SYMBOLS
AS102 - CHILLER ENCLOSURE PLAN, EXTERIOR ELEVATIONS, AND SECTION
AS107 - GENERATOR & FUEL TANK ENCLOSURE PLAN AND ROOF PLAN, OPTION ITEM #2
AS110 - PAVILION PLANS, ELEVATIONS & SECTIONS, OPTION ITEM #1
A-101 - OVERALL FIRST FLOOR PLAN
A-102 - ENLARGED FLOOR PLAN - 1A
A-103 - ENLARGED FLOOR PLAN - 1B & OPTION ITEM #2
A-104 - OVERALL SECOND FLOOR PLAN
A-105 - ENLARGED FLOOR PLAN - 2A
A-106 - ENLARGED FLOOR PLAN - 2B
A-111 - OVERALL FIRST FLOOR REFLECTED CEILING PLAN
A-112 - ENLARGED REFLECTED CEILING PLAN - 1A
A-113 - ENLARGED REFLECTED CEILING PLAN - 1B & OPTION ITEM #2
A-114 - OVERALL SECOND FLOOR REFLECTED CEILING PLAN
A-115 - ENLARGED REFLECTED CEILING PLAN - 2A
A-116 - ENLARGED REFLECTED CEILING PLAN - 2B
A-201 - EXTERIOR ELEVATIONS - NORTH AND EAST & OPTION ITEM #2
A-202 - EXTERIOR ELEVATIONS - SOUTH AND WEST & OPTION ITEM #2
A-301 - BUILDING SECTIONS
A-401 - INTERIOR ELEVATIONS
A-402 - INTERIOR ELEVATIONS
A-403 - INTERIOR ELEVATIONS
A-404 - INTERIOR ELEVATIONS
A-405 - INTERIOR ELEVATIONS
A-406 - INTERIOR ELEVATIONS - ADDED SHEET
A-407 - INTERIOR ELEVATIONS - ADDED SHEET
A-408 - INTERIOR ELEVATIONS - ADDED SHEET
A-409 - INTERIOR ELEVATIONS - ADDED SHEET
A-410 - INTERIOR ELEVATIONS - ADDED SHEET
A-411 - DETAILED RESTROOM PLANS AND INTERIOR ELEVATIONS
A-412 - DETAILED RESTROOM PLANS AND INTERIOR ELEVATIONS
A-413 - DETAILED ELEVATOR PLANS AND SECTION
A-501 - TYPICAL MOUNTING HEIGHTS
A-502 - PARTITION TYPES
A-601 - DOOR AND OPERABLE PARTITION SCHEDULES
A-602 - DOOR, WINDOW, LOUVER TYPES AND SCHEDULES & OPTION ITEM #2
A-610 - INTERIOR COLOR MATERIAL SCHEDULE
A-612 - ROOM FINISH SCHEDULE
A-613 - ROOM FINISH SCHEDULE
A-750 - MISCELLANEOUS EXTERIOR DETAILS
A-902 - AIR BARRIER DIAGRAM
AI101 - ENLARGED FLOOR FINISH PLAN - 1A
AI102 - ENLARGED FLOOR FINISH PLAN - 1B
09 - PLUMBING
PL114 - PLUMBING PLAN -FIRST FLOOR -AREA 'D'
PL115 - PLUMBING PLAN -FIRST FLOOR -AREA 'E'
PL124 - PLUMBING PLAN -SECOND FLOOR -AREA 'D'
PL401 - ENLARGED PLUMBING PLANS -SHEET 2
PL400 - ENLARGED PLUMBING PLANS -SHEET 1
PL502 - PLUMBING DETAILS - SHEET 3 - ADDED SHEET
PL600 - PLUMBING SCHEDULES -SHEET 1
10 - MECHANICAL
MH103 - HVAC DUCT PLAN -FIRST FLOOR -AREA 'C'
MH704 - MECHANICAL SCHEDULES -SHEET 5
MH800 - MECHANICAL CONTROLS
MP105 - HVAC PIPING PLAN -FIRST FLOOR -AREA 'E'
MP107 - HVAC PIPING PLAN -FIRST FLOOR -MECHANICAL ENCLOSURE
MP115 - HVAC PIPING PLAN -SECOND FLOOR -AREA 'E'
MP400 - ENLARGED FLOOR PLAN -SHEET 1
11 - ELECTRICAL
EP504 - ELECTRICAL DETAILS - SHEET 4
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