5.__Atch_4.a._Atch_Drawings_A12129_DPW_Shop_Bldg.pdf

PDF 863 KB Posted

Attached to
Project No. A-14-126, Multiple Award Construction Contract (MACC), U. S. Army Installations within Honshu, Japan
Solicitation number
FA5209-14-R-0019
Issued by

About this file

5. Atch 4.a. Atch Drawings A12129

View the file

Other files

Show all 19

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

D c

B

A

5 4 3 2 1

A-12-129

CONSTRUCT DPW SHOP BUILDING

SCOPE OF WORK

CONSTRUCT NEW DPW MAINTENANCE SHOP FACILITY CONSISTING OF OFFICE SPACE FOR FIRE SUPPRESSION MAINTENANCE PERSONNEL

AND STORAGE SPACE FOR MATERILAS AND EQUIPMENT IN ACCORDANCE WITH UNIFIED FACILITIES CRITERIA ( UFC) 4-229-01 N, GENERAL MAINTENANCE FACILITIES, AND STATEMENT OF WORK (SOW) FORA-12-129, SECTION 0111 00, PARAGRAPH 1.1.

CAMP ZAMA

GENERAL NOTES

1. DAMAGED SURFACE CAUSED BY REMOVAL OR INSTALLATION WORK SHALL BE RESTORED TO MATCH EXISTING AT NO

ADDITIONAL COST TO THE GOVERNMENT.

2.1F NOT INDICATED OTHERWISE, ALL EXISTING OBJECTS, ACCESSORIES AND I OR FIXTURES ON EXISTING SURFACES SCHEDULED

FOR MODIFICATION SHALL BE REMOVED AND ADJUSTED PRIOR TO SUCH WORK AND REINSTALLED AFTER WORK COMPLETION.

3. THE CONTRACTOR SHALL BRING THE ATTENTION OF THE CONSTRUCTION INSPECTOR ANY DISCREPACIES BETWEEN THE DRAWINGS AND

EXISTING CONDITIONS OR UNFORSEEN DESIGN CONFLICTS ON THE SITE PRIOR TO PROCEEDING WORK.

PROVISION OF SHOP DRAWINGS TO RESOLVE CONFLICTS SHALL BE PROVIDED BY THE CONTRACTOR.

4. INDICATED DAMAGE TO EXISTING STRUCTURE AND UTILITIES SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE GOVERNMENT.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF ALL DIMENSION AND EXISTING CONDITIONS PRIOR TO

ACTUAL CONSTRUCTION WORK.

LOCATION MAP

(SAGAMIHARA CITY)

CITY BOUNDARY----

FOR SOUBUDAISHITA STATION

~ (ZAMA CITY)

GYOUKOU ROAD

SOU BUDAI SECONDARY SCHOOL

(SAGAMIHARA CITY) 1/2,000

0 THIS PROJECT _ _/

GATE-1

/,, ZAMA CITIZEN GYMNASIUM

I~ (ZAMA CITY)

FOR SOUBUDAIMAE STATION

T- 01

A- 01

M- 01

E- 01

LIST OF DRAWINGS

TITLE SHEET

NEW FLOOR PLAN, ELEVATIONS, SECTION AND FINISH SCHEDULES

MECHANICAL PLAN

EXISTING ELECTRICAL SITE LAYOUT AND NEW ELECTRICAL REQUIREMENT

ABBREVIATIONS

TARGET DESIGNATIONS

INDICATES DIRECTION OF ---;A,

CUTTING PLANE

SHEET NUMBER WHERE

SECTION IS TAKEN

LETTER INDICATES

BLDG. SECTION

SHEET NUMBER WHERE

SECTION IS DRAWN

BLDG SECTION

NUMBER INDICATES ELEVATION------._

SHEET NUMBER WHERE ELEVATION

IS TAKEN

SHEET NUMBER WHERE ELEVATION _ __/

IS DRAWN

ELEVATION

,----NUMBER INDICATES

WALL SECTION

4-.;,.:-¥=;~,SHEET NUMBER WHERE

SECTION IS DRAWN

'-----t-----'-:SHEET NUMBER WHERE

SECTION IS TAKEN

WALL SECTION

ETTER OR NUMBER INDICATES

BUILDING SECTION,

ELEVATIONS OR DETAILS

SHEET NUMBER WHERE DRAWN

HEET NUMBER WHERE TAKEN

TIT! E

CONCURRENCE

DETAil

DETAIL

DATE:

DATE:

DIRECTORATE OF PUBLIC

WORKS

UNITED STATES AAMY

GARRISON JAPAN

"' a. a.

z Q li:

"' <J

"' "' C>

I

;;5

CL

(5 <.9 w z != 0 "' _J

((I a._

0> :c d N ~ (/) z •

>- N <J~ s "' .d: a "' a._ a.

1- ::> f--, 0:::: w

~ w ' <.0

1- .. :c g ~C/} (/) '=w 0 z .... __, 0"-;-

§i!f-ZLL 0 ,.f-~-, 0 g;

C>

T- 01 SHEET 1 of 4

B

PLACE

MATERIAL

FINISH

REMARKS

ROOM NAME

SHOP

A

OFFICE

REMARKS

5 4

I EXISTING ASPHALT PAVEMENT I

,------1 CONSTRUCT NEW FACILITY

ELECTRIC-POWER-OPERA TED

ROLLING SHUTTER DOOR

I NEW ASPHALT PAVEMENT I

3000 8625

. i r EXISTING STORM DRAIN MANHOLE

( 3,000 WIDTH X 3000 HEIGHT mm ) :0 rExiSTING ASPHALT PAVEMENT 1

! I

(A' ' ~1 A01, .... , r,::=-z

UJ

0 ::;;; 1.0

'"" UJ

m >

1- ::c (L

(J)

0 <(

1.0 [:5 00

""'" ~ z

1.0 1.0

I EXISTING ASPHALT PAVEMENT I

--~-r I il I I

I 'I-I I

I

I

I lr·

I SHOP I

I ., II I\ .. , ,.. . . I

c i ' . ' 0 ~ 0 • ~~ ~ ' ! ;;Fi =-=:!-J- - - :_-_:: = :_-_:: ::f::o-i,'· =-=o::-=-~; -'====':-=-:=j -

\'--1\-llt-- CHAIN LINK WIRE FABRIC f \

\ I I FENCE WITH FRAME I

\ I lll::_±v= :x:

i< I \ I _p/ \ I

,_, i I '--\-"-111:' 1-- EXISTING CONCRETE

' I ' FOUNDATION I • I

I 'llJ I' ! ~ :I ! ~ I I z I

I W ' I (L I

I BLDG. 6491

,_,, 0 ' [-- ~ I

I 0::: '

! 8 I

WALL WITH WINDOWS_/ I ~ I

I '

I I I '

I I i • I

I OFFICE I

I ,.---!14'11-- CHAIN LINK WIRE FABRIC

I • '

I • I FENCE WITH FRAME

I I ' fi::il~ :I

- -"'FF~-1F _____ -=, = '!';'F' =-=-==-=-=;::~- - fi"=· =i-~-=-=-~1r-==-=-:=1- \:_ i rH \_ I

I .

I • I

I ('I' I '---\ : I

I NEW ASPHALT PAVEMENT I

I EXISTING SOIL I

11\ _L_

EXISTING TREE

( PINE, TRUNK DIAMETER : 450 mm )

FLOOR PLAN

SCALE 11100

EXTERIOR FINISH SCHEDULE

GL

I

CHAIN LINK WIRE FABRIC FENCE

WITH FRAME, 2,100 mm HEIGHT

WAINSCOT WALL *1 ROOF EAVES GUTTER AND *2 ROLLING SHUTTER DOOR *4 WINDOW AND LOUVER STRUCTURAL FRAME

DOWNSPOUTS *3 SWING DOOR AND WHEEL GUARD, ETC

REINFORCED CONCRETE PRECOATED STEEL SHEET PANEL, PRECOATED STEEL SHEET PANEL ( JIS G 3322 ), GUTTER : PLASTIC PRECOATED GALVANIZED IRON ALUMINUM STEEL

WIDE RIBBED SHAPE, 0.5 mm THK V-BEAM SHAPE, SEAMED TYPE, 0.8 mm THK, DOWNSPOUT : VINYL PIPE ( TYPE : VP)

GLASSFIBER INSULATION BACKING WITH CLEANOUT

JIS K 5663, TYPE-1 FACTORY FINISH FACTORY FINISH FACTORY FINISH JIS K 5572, TYPE-2

*1 ROOF PANEL SHALL BE THE FOLLOWINGS. (a) BACKING: 5 mm THK GLASSFIBER INSULATION OF 30 MINUTES FIRE PROOF {b) TRADE NAME: GL COLOR KIZASHI BY YODOGAWASEIKOUJYO CO., LTD OR APPROVED EQUAL

*2 ROLLING SHUTTER DOOR SHALL BE THE FOLLOWINGS. (a) TYPE: ELECTRIC-POWER-OPERATED HEAVYWEIGHT DOOR FOR GENERAL USE (b) SIZE: 3,000 mm WIDTH X 3,100 mm HEIGHT WITH 1.6 mm THK SLAT

(c) SAFETY DEVICE TO OBSTACLES BY PHOTOELECTRIC SENSOR AND SAFETY DEVICE TO SUDDEN DROP {d) STRENGTH FOR WIND PRESSURE: 1,800 Pa (e) MANUFACTURER: BUNKA SHUTTER CO., LTD OR APPROVED EQUAL

ELEVATION

SCALE 11200

ELEVATION

SCALE 1/200

'V GL

*3 SWING DOOR SHALL BE THE FOLLOWINGS. (a) TYPE : INSULATED HEAVY WEIGHT DOOR (b) SIZE: 915 mm WIDTH X 2, 100 mm HEIGHT X 45 mm DEPTH WITH 1.6 mm THK FACE PANEL (c) INSULATION : 40 mm THK, 32 kglm' GLASSFIBER (d) GLASS : INSULATING GLASS UNIT, FW6.8 + A6 + FL3

*4 WINDOW SHALL BE THE FOLLOWINGS. (a) GLASS: SEALED INSULATING GLASS UNIT, FL3 + A6 + FL3 (b) STRENGTH FOR WIND PRESSURE: 2,400 Pa

INTERIOR FINISH SCHEDULE

~E FLOOR BASEBOARD WAINSCOT *6 WALL *6 CEILING STRUCTURAL FRAME, ETC CEILING HEIGHT

MATERIAL REINFORCED CONCRETE VINYL COVE BASE FIBER REINFORCED CEMENT BOARD FIBER REINFORCED CEMENT BOARD STEEL FL + 4,150 mm

(TROWEL FINISH ) WITH GLASSFIBER INSULATION WITH GLASSFIBER INSULATION ( EAVES HEIGHT )

FINISH *5 EPOXY RESIN COATING JIS K 5663, TYPE-2 JIS K 5663, TYPE-2 JIS K 5572, TYPE-1

1.5 mm THK

MATERIAL VINYL COMPOSITION TILE VINYL COVE BASE GYPSUM BOARD GYPSUM BOARD 9 mm THK ACOUSTIC ROCKWOOL TILE STEEL FL + 2,500 mm

( SIZE : 2 X 303 X 303 mm ) ON 12.5 mm THK GYPSUM BOARD

FINISH JIS K 5663, TYPE-2 JIS K 5663, TYPE-2 JIS K 5572, TYPE-1

*5 EPOXY RESIN FLOOR COATING SHALL BE TRADE NAME "FEROCON" BY ABC SYOOKAI CO., L TO OR APPROVED EQUAL.

*6 APPLY GLASSFIBER INSULATION TO ROOF OR CEILING ( 24 kg/m3 , 250 mm THK) AND TO WALL ( 24 kglm3,150 mm THK ).

ELEVATION

SCALE 11200

WHEEL GUARD

ELEVATION

SCALE 1/200

I.

IMIN.10 r=10===0~

I _l

I.

IT

I~ "

I I SHOP I

~ 0

1.0

I [Q

I + I I + I .,.

I

I

~ \7 FL I

/ Ill I I 0

I 1.0

SECTION

SCALE 1/100

REQUIREMENTS OF ARCHITECTURAL I CIVIL WORK

(1) REMOVE EXISTING ASPHALT PAVEMENT AND CONCRETE FOUNDATION IN JOB SITE

(2) CONSTRUCT MAINTENANCE SHOP FACILITY WITH STEEL STRUCTURE, REINFORCED

CONCRETE FOUNDATION AND FOUNDATION GIRDER

(3) INSTALL ELECTRIC - POWER- OPERATED ROLLING SHUTTER DOOR, INCLUDING SAFETY DEVICE

(4) INSTALL CLEARSTORY WITH MANUAL CONTROL DEVICE

(OPENING :BY PUSH BUTTON, CLOSING : BY HANDLE )

(5) CONNECT STORM-WATER DRAIN PIPE TO EXISTING LINE

(6) CONSTRUCT OPEN STORAGE WITH CHAIN LINK WIRE FABRIC FENCE AND REINFORCED

CONCRETE FLOOR

(7) RESTORE EXISTING ASPHALT PAVEMENT AROUND NEW FACILITY, ADJUSTING LEVEL

AND SLOPE (MAX. 5%) OF EXISTING PAVEMENT, TO MATCH FLOOR LEVEL OF NEW FACILITY.

ABBREVIATIONS

FL : FLOOR LEVEL

GL : GROUND LEVEL

FW6.8 + A6 + FL3 : FIGURED WIRED GLASS, 6.8 mm THK +AIR SPACE 6 mm THK

+ FLOAT GLASS, 3 mm THK

THK: THICK OR THICKNESS

GRAPHIC SCALE

0 1 2

5~~~~------------~10 • I

1/100

10~------------~20 1/200

DIRECTORATE OF PUBLIC

WORKS

UNITED STATES ARMY

GARRISON JAPAN

w z

"' 0:

:l

U) w

:li -'

;;s 0 w

(L ::c ::;;; u

C3 U)

<.9 ::c z U)

Ul z l;5 0 u..

_J z ::::J z rn 0

1-a_ u 0 w

U)

0'> :::c uS ., N 0 ~ (fJ z " . 0 1- N

5 i= u ~ w •

~ a <r:

"' a_

0 -' w

I- z· (.) ::s ::::J

(L

0::

0:::

~ 0 th I- .. 0

8 Ul w -'

~ (fJ ,!u..

FS:

g~ ~ z ~w 0: -, 0 'ji:Z iii (.) 1i ~ 0

A- 01 SHEET 2 of 4

B

A

REQUIREMENTS OF MECHANICAL WORK

OFFICE

1. INSTALL AIR CONDITIONER

2. INSTALL VENTI LA TOR (HEAT RECOVERY TYPE)

SHOP AREA

1.1NSTALL VENTILATOR

STORAGE AREA

1.1NSTALL VENTILATOR

DESIGN DATA FOR A/C

ROOM TEMPERATURE 24 DEGREE C

OUTSIDE TEMPERATURE

SUMMER 35 DEGREE C

WINTER 0 DEGREE C

VENTILATION DATA:

ACCORDANCE WITH ASH RAE HAND BOOK

REQUIREMENTS OF MECHANICAL WORK

OFFICE, STORAGE AREA, STORAGE AREA

1. INSTALL WET SPRINKLER SYSTEM

2. INSTALL BACK FLOW PREVENTER

DESIGN DATA FOR SPRINKLER SYSTEM

ACCORDANCE WITH NFPA 13

4 3 l 10000 l 13000

.. ........ / .. I

' I . , , .~3 - -It=-=-:;!:::::0

:.._ -~ = :.._ -_ -!:"::"~· =-::;==:-===-=-~-~· 0- ~~ { - '

I

VENTILATOR

0 0 . .

I I

SHOP AREA ( 704 SF )

( CEILING HEIGHT : 3,800 )

OFFICE ( 502 SF )

(CEILING HEIGHT: 2,500)

D

_J__ ___ _ ----~0!~-----

INDOOR UNIT

+--------I

OUTDOOR UNIT _________o

SHOP AREA ( 704 SF )

(CEILING HEIGHT: 3,800)

OFFICE ( 502 SF )

(CEILING HEIGHT : 2,500)

""1-0:c w w (!):C n:::z 0- 1-=! oow w w

:z w o_ n::

n::

I

I

I I

I I

I I

I

I

I

I

I

I I

VENTILATOR

VENTILATOR

I BLDG. 6491

A/C INSTALLATION PLAN

SCALE 1/100

EXISTING ASPHALT PAVEMENT

BLDG. 649

EXISTING ASPHALT PAVEMENT

~ 1=-

I I

I I I

I I

I

I = 1=- I

I I

I

I

FIREALARMVALVE J m

BA~ FLOWPREVENlER ________ ~ __ ~XISTING WAlER_ ""'PIPE 200 ________________________________________ _

UG ~POC

WET SPRINKLER INSTALLATION PLAN

SCALE 1/100

LEGEND

-s- ----{X}-

--v11/l-

COLD WATER PIPE

SPRINKLER PIPE

GATE VALVE

BACK FLOW PREVENTER VALVE

GATE VALVE WITH VALVE BOX

ALARM VALVE

ABBREVIATION

POC POINT OF CONNECTION

UG UNDERGROUND

BLDG BUILDING

SF SQUARE FEET

POC POINT OF CONNECTION

GRAPHIC SCALE

DIRECTORATE OF PUBLIC

WORKS

UNITED STATES ARMY

GARRISON JAPAN

!;;: w w ~

0 (f) 1'i 1§ <( >S2 "' ~ ~<( "' w=> '-' z

\i!co < z

~ 0 zo m

~~ :!i:z "' u;

w ~ tJW '-'

~~ w'>C ~ " ~~ w " "' "' " 0. "' w w w w z z 15 15 z z w w u: u:

w w

"' 'E

'-' -'= ::2 -UJ

0 a... -

""'- :c !;;: (f) z ;; => n:: LJ.J '><:

"'><: :c >' ~ fil ~ ~~ >' - m ::C " "'

" z u)

"' => ~ z w '"oo w n:: ~ "' -' ~<( " "' &l w "' ~

[1:2

1- g: tn w

" '-' "' :z

:z ~ <( "' a... 0

""' "' -...., £2 oo:z ~

-,co "' :::> :r:: n::oo a_ u o- ..._ :z ~8§ 0

<( (.)<( UJ

n:: -- (!) ~ tnZffi>-ooO:::>::;: :z f2 WU)a...o:::: (.)

UJ U5u...<( "' ~oOoo 0 wc:>WW ::c "' oo:z~!;;: f2 (.) n::n:: 1- -, UJ .. wwo(l) ~ 0 "' t}WWI-O 0 zZZOUJ

~ ~ "' w--wt-- :z (!) C) (9 0:: - ;::: <t::z:z_:z

0 5i ~WWO::J 0.

o_

~ <.9 (.) z

!!! 0 u; _.I co I

0> Cf) N o~ 5: z • >- N '-'~ 0.... aJ: 0 "' 0.

1- (.) :z <( ::> -' o_ 0:: -' ...., 1- <3 "';'

<0 Cf) .. :z ;g ~z ":/<( 0 '=:C o"7 EO >-o zU... ~0

§Ew fE ~::;;:

~ 0. "'

M-01 SHEET 3 of 4

B

A

REQUIREMENTS OF ELECTRICAL WORK

POWER DISTRIBUTION AND PROTECTION WORK :

1. NEW FACILITY BRANCH PANEL SHALL COVER ALL ELECTRICAL LOAD AND

ESTIMATED FUTURE LOAD IN THE FACILITY.

2. MODIFY EXST DIST PANEL "LM-1" FOR NEW BRANCH PANEL.

3. STEP-DOWN TRANSFORMER SHALL BE REQUIRED FOR 100VAC LOAD.

LIGHTING:

1. INTERIOR LIGHTING FIXTURES SHALL BE LED.

2. PROVIDE INTERIOR EMERGENCY LIGHTS.

3. EXTERIOR LIGHTING FIXTURES SHALL BE REQUIRED SAME AS BLDG 649 WI

PHOTOCELL.

4. A EXST FLOODLIGHT ON BLDG 649 SHALL BE REMOVED, AND NEW FLOODLIGHT

SHALL BE PROVIDED ON THE NEW FACILITY.

RECEPTACLES:

1. EACH RECEP SHALL BE DUPLEX TYPE.

2. CONTRACTOR SHALL DESIGN RECEP (100V ONLY) PLAN BASED ON THE FOLLOWING

ELECTRICAL EQUIPMENT:

-SHOP AREA: DRILLING MACHINE (1EA), GRINDER (1EA), FLOOR RECEP (4EA),

WALL RECEP (5EA),

-OFFICE AREA: REFRIGERATOR (2EA), MICROWAVE (1EA), ELECTRIC POT (1EA),

PC (2EA), WALL RECEP (3EA), NETWORK SWITCH (1EA)

-EXTERIOR: 120V WALL RECEP (SEA)

3. EXTERIOR RECEP SHALL BE PROTECTED BY ELCB.

WIRING WORK FOR MECHANICAL WORK:

1. PROVIDE NEW WIRING FOR NEW HVAC.

2. PROVIDE HVAC CONTROL FOR NEW HVAC IN THE FACILITY.

FIRE ALARM WORK:

1. PROVIDE NEW EXPANDED FIRE ALARM FROM EXST FACP.

ELECTRICAL ABBREVIATION ELECTRICAL LEGEND:

AC ASPHALT CONCRETE ------ UNDERGROUND WIRING

BLDG BUILDING (LOW VOLTAGE LINE)

co CONCRETE

COMM COMMUNICATION

DIST DISTRIBUTION

--·HV--· UNDERGROUND WIRING

(LOW VOLTAGE LINE)

[2S] CUBICLE TYPE SUBSTATION

EA EACH ~ DISTRIBUTION PANEL

ELCB EARTH LEAKAGE CIRCUIT (3 PHASE 4 WIRE 208 1120V)

BREAKER ~ FIRE ALARM CONTROL PANEL

ELEC ELECTRIC(AL)

EXST EXISTING

FACP FIRE ALARM CONTROL

PANEL

(P TYPE CLASS 110 CIRCUITS)

El TELEPHONE TERMINAL BOX (30P)

[::@ FLOODLIGHT (HIGH PRESSURE

FO FIBER OPTIC

FOPP FIBER OPTIC PATCH PANEL

GBIC GIGABIT INTERFACE

CONVERTER

SODIUM LAMP, 360W)

[8i] HAND HOLE

~ MANHOLE

ec CONCRETE UTILITY POLE

HH HANDHOLE(S)

LED LIGHT-EMITIING DIODE

PC PERSONNEL COMPUTER

PNL PANEL

RECEP RECEPTACLE(S)

TEL TELEPHONE

UGND UNDERGROUND

UTP UNSHIELDED TWISTED PAIR

WI WITH NEW FACILITY

GROUNDING WORK:

1. CONTRACTOR IS AVAILABLE TO USE EXISTING GROUNDING.

2. ALL NONCURRENT-CARRYING METAL PARTS OF EQUIPMENT (PULL BOX, CONDUIT,

HANDHOLE, ETC.) SHALL BE EFFECTIVELY BONDED TOGETHER.

COMMUNICATION WORK:

1. PROVIDE NEW UGND NETWORK FEEDER (12C "FO SINGLE MODE") WI MAXCELL INNER

DUCT FROM BLDG 696 TO NEW FACILITY.

2. PROVIDE NEW 19" FO PATCH PANEL, GBIC, BLADE AND THE ACCESSORIES IN BLDG 696

3. PROVIDE NEW SWITCH (BROCADE, 624P-POE). GBIC, FOPP, UTP PATCH PANEL AND

THE ACCESSORIES IN NEW WALL MOUNT 19" COMM CABINET IN NEW FACILITY.

4. MODIFY EXST TEL TERMINAL BOX "TC-M" FOR NEW COMM CABLING WORK.

5. EACH LAN CABLE SHALL BE CAT6.

6. 2 LAN OUTLETS ARE REQUIRED IN NEW OFFICE.

7. EACH LAN OUTLET SHALL BE DUPLEX TYPE, AND 2 CABLES ARE REQUIRED.

TELEPHONE WORK:

1. NEW TEL OUTLETS SHALL BE INSTALLED IN OFFICE AND SHOP AREA AS EXTENSION

PHONE.

2. NEW TELEPHONE OUTLETS SHALL BE "RJ-45" TYPE.

3. PROVIDE NEW 2 TEL CABLES IN NEW FACILITY. (NEWLY ASSIGNED TEL NUMBER IS

1 LINE)

4. PROVIDE NEW TEL WIRING FROM EXST TEL TERMINAL BOX "TC-M" TO NEW TEL

OUTLETS.

CATV WORK:

1. OPERATING INPUT LEVEL AT NEW CATV OUTLET SHALL BE MORE THAN 70 dB.

2. PROVIDE NEW CATV CABLE (7C-HFL) FROM EXST HANDHOLE (N0.692-2) TO NEW

CATV OUTLET IN NEW FACILITY, AND CONNECT THE CABLE TO EXST 2-PORT

DIRECTIONAL COUPLER IN THE HANDHOLE.

CIVIL WORK:

1. EXCAVATION AND BACKFILLING WORK SHALL BE REQUIRED FOR NEW UGND WIRING

OF POWER, FIRE ALARM, AND COMM WORK.

2. PROVIDE NEW HANDHOLES FOR NEW UGND WIRING.

"CB646"

!!:1!.

DD

4C-38sq "CV" IN VP40

AC

+El C , (N .646-4)

0.65-30P "CA" I

( TEL '

0.65-30P "CA" ~ AC \_ - - 1m:: - \ - - - - - _, l r- - - -

4C-38sq "CV" IN PE42 ~ __ - _______ 1 ! ~- ___ (N0.~61 •1 l _______ j ~6~46-Sl I

· 4C-38sq "CV" IN VP40 I

AC

EXST FLOODLIGHT

'lM-1"

' ~ I sHoP I I

EXTERIOR

OPEN

STORAGE

\j

AC

-5 TO EXSTHH

'--------1 (NO. 661)

co co

SHED

co co

AC

AC

AC S-10C-HFL

AC

AC

l!liTEL (N0.661)

AC

EXST 2-PORT DIRECTIONAL COUPLER

IN HANDHOLE

-s TO EXST HH _.---. NO.i92-2 • - (N0.692-1)

·- ~ , (COMM)

co

------- I co

-----c-o~----~-----------------------,1~-------c-o ____ L_~----------~ co co

.--- · -· -HV- ·- · ---------------- -HV- ·- --'-1 .• - ·- -i--- -- ·- ·- · -HV- ·- ·- • ·- ·- ·- ·- ·- ·- ·- ·- ·-HV- ·-·-·-·I • r ·- ·- ·- ·- ·- · HV- ·- ·- ·- ·- ·- •

·/ -~-~m-mMmmmMmMffimmMmmmMmmffimmMffimmM~Wffi~ffimmMmmmMmmmrommffimmmmmmMmwffimm$ffimmMmmmmmw%mmmmmmmmmffimmrommmM~

-~~~--~EC -- ---------

. - r- ~------ ~ -:_.~---- -------------- -·---- T~,..C?.692-3

• ~~~ - , (COMM)

fco~------------------------------ 100sq "6kV CVT" IN FEP100 (GL-600mm) l

TO EXST HH

(NO. 686)

D

I S-6941

S-10C-HFL 1

j, TO BLDG S-694

EXISTING ELECTRICAL SITE LAYOUT

SCALE 1/200

PROVIDE NEW FO FEEDER TO EXST

TELECOM CLOSET VIA NEW FO PATCH

PANEL.

CONNECTION WORK TO TELECOM

CLOSET WILL BE DONE BY 78TH SIGNAL.

GRAPHIC SCALE

I .

I

0 1 2 3

~- 5~~~~10'~~~-----~20 = • 1

1/200

DIRECTORATE OF PUBLIC

WORKS

UNITED STATES ARMY

GARRISON JAPAN

"' a.

w Cl z ii:

"' g w Cl

:z :;;:

I

Cf) w

(\~ ~ {fJ ~ i§ ~ ~ S2 ~

I <( '-' :z

g) 0 ::::> "' lXl m :;;: "' 0 w Cl

~ S2 '-'

:z ii! "' ~ ~ w w w

"' :.0:: "' ~ g "' w

~ w w

" I w :z ~ t;;

.z z w w u: u:

"' w

"' ~ w

{'\~ ;2 <( z w

~ ~ @ ::C " "' >- ~ ~ z z " - I w :.0:: Cl - w w I z w 0 Cf) >

~ 0 ill w w 0 b) w- 13 1- iil :2 " I {fJ

"" 0::: :z 0 ct. :;;;:

<( 0 _.., :::;

UJ:z lXl ""o :::>

I a:::w 0..

0 o- u.

:z :;;:11§ 0

<( O<C UJ 0::: --C)

~ co:Zffi>-wO::::>::;:

WU)a..o::: z 0 O>u.<( >- b i5:oOw UJ w<9ww :c 0:::

Cf)~~!;;: Cl 0:::0::: 1- ...., 0:: .. wwow txi 0 § bLUWt-Q

:zZZUW " ~ w--wl- ~ LU <OCD<:Da:::- 0::: o::e:z::z_z "' ~UJWO=:J ~ 0 Cl

<( 1-z ::;: w

:2

(.') w 0::

0.. z 5 w ::;: 0

(5 w != 0 0::

u ::::> 12

1-co &l a_ --' w

0 :;;:

w

I z 0 0

0> en z z t; ~ s 1-

• ::> w "' a :t

"' a_ ~ a.

0 --' w

I- 1-en

::J ()

0::: ~ u .., I- ~~ ~

~ ~ en .... w

0 z "'(!)

t; <OZ z

~ 0 ~F

~ LL ~~

.., (_) oi1l

E-01 SHEET 4 of 4

File details come from the government source that posted it. Updated .