Attachment E - Drawings for Sample Task Order (4 of 5).pdf

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3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

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PS

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EN

G

IN

EE

R S

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUTS/NOTES ARE IN

MILLIMETERS UNLESS OTHERWISE NOTED

SEAL

UNCLASSIFIED / FOR OFFICIAL USE ONLYPlot Date: 5/11/2021 1:31:53 PM Plot Scale: 1:250 File Path: P:\138218\127-138218-20012\CAD\SHEETFILES\05_CIVIL\138218-20012--UW501

100% CONSTRUCTION DOCUMENTS

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MIN

NOTES:

1. PROVIDE A MINIMUM OF 3m OF HORIZONTAL SEPARATION FROM THE OUTSIDE EDGE OF WATER PIPE AND POTENTIAL SOURCE OF CONTAMINATION INCLUDING BUT NOT LIMITED TO SANITARY AND STORM SEWER, SEPTIC TANK, OR SUBSOIL TREATMENT SYSTEM.

2. AT CROSSING POINTS OR WHERE HORIZONTAL SEPARATION IS NOT ACHIEVABLE, PROVIDE A MINIMUM OF 450 OF VERTICAL SEPARATION FROM THE OUTSIDE EDGE OF WATER PIPE AND POTENTIAL SOURCE OF CONTAMINATION. WHERE POSSIBLE, WATER PIPE SHALL BE CONSTRUCTED ABOVE SANITARY SEWER PIPE

LINE.

3. WHERE NEITHER HORIZONTAL NOR VERTICAL SEPARATION CAN BE ACHIEVED, BOTH PIPE LINES SHALL BE ENCASED IN 1035kPa PRESSURE RATED PIPE OR CONCRETE (SEE DETAIL A2 THIS SHEET)

W

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ER

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N S

O U

R C

E

SEWER

30003000

LE

SS

TH

AN

TY

P

WATER

LE

SS

TH

AN

NOTES:

1. WHERE REQUIRED SEPARATION CANNOT BE ACHIEVED, ENCASE SEWER PIPE IN DUCTILE

IRON PRESSURE PIPE RATED TO 1035kPa OR CONCRETE ENCASED PVC PIPE.

2. NO JOINT SHALL BE CLOSER THAN 3m FROM CENTERLINE OF WATER MAIN REGARDLESS OF

WHETHER PVC OR DI IS USED.

3. CONCRETE TO BE IN ACCORDANCE WITH SPECIFICATION 03 31 00 CAST-IN-PLACE

CONCRETE.

4. REFER TO SPECIFICATION 33 11 00 WATER DISTRIBUTION AND 33 30 00 SANITARY SEWER.

CONCRETE ENCASEMENT

(SEE NOTE 1)

PVC PIPE

SEWER

CONCRETE

ENCASEMENT

(SEE NOTES)

UW-506

E2

SCALE =UW-506

E2 SECTION

NONE

LC

CL

WATER

SCALE =

WATER/ CONTAMINATION SEPARATION

NONEE6

SCALE =

CONCRETE ENCASEMENT

NONEA2

PLAN - HORIZONTAL SEPARATION SECTION- VERTICAL SEPARATION

CONTAMINATION SOURCE

M

IN

W

SCALE =

CATHODIC PROTECTION TEST STATION

NONEA6

NOTES:

1. APPLY PLASTIC TAPE MATCHING PIPE COATING THICKNESS OVER PIPING WHERE COATING

HAS BEEN REMOVED TO MAKE PIPE FITTING WELDS.

2. ANODE COLLECTOR WIRE AND TEST WIRES SHALL BE 2 mm COPPER WIRE WITH TYPE TW

INSULATION

TEST STATION CURB BOX

CONCRETE COLLAR

(AS REQUIRED)

FINISH GRADE

(M

IN

TEST WIRE (TYP)

ANODE

COLLECTOR

MAGNESIUM ANODE WITH

PREPACKAGED BACKFILL

CONSISTING OF: 75% GYPSUM, 20%

BENTONITE, 5% SODIUM SULFATE

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3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers Far East District

U .S

. A R

M Y

C O

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PS

O F

EN

G

IN

EE

R S

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUTS/NOTES ARE IN

MILLIMETERS UNLESS OTHERWISE NOTED

SEAL

UNCLASSIFIED / FOR OFFICIAL USE ONLYPlot Date: 5/24/2021 2:22:29 PM Plot Scale: 1:250 File Path: P:\138218\127-138218-20012\CAD\SHEETFILES\05_CIVIL\138218-20012--XS501

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SCALE =

TYPCIAL HOUSEKEEPING PAD DETAIL

NTSE1

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SEE PLANS

COMPACTED GRADED CRUSHED AGGREGATE BASE COURSE

SUBGRADE SHALL BE UNDISTURBED NATIVE MATERIAL OR MINIMUM

150 OF COMPACTED (95%) SUBGRADE CONSISTING OF SUITABLE

SELECT GRANULAR MATERIAL WHERE FILL IS REQUIRED.

CONCRETE SLAB-ON-GRADE

D13 @ 300 EACH WAY 12 R

150 (TYP)

MATCH EXISTING SLOPE

SCALE =

RETAINING WALL DETAIL

NTSE6

D13 @ 300 EACH WAY

MATCH EXISTING WALL TYPE

GRADE LEVEL

GRADE LEVEL

300 1500

CONCRETE BASE

M

IN

M

AX

GRAVEL BACKFILL

GRAVEL BACKFILL

300 300

WEEP HOLES TO MATCH

EXISTING SIZE AND SPACING

1. DURING DEMOLITION OF THE EXISTING RETAINING WALL, THE CONTRACTOR SHALL THOROUGHLY SURVEY THE EXISTING WALL MATERIALS AND DIMENSIONS WITH THE CONTRACTING OFFICER. PRIOR TO CONSTRUCTION OF THE NEW WALL, THE CONTRACTOR SHALL SUBMIT WALL SHOP DRAWINGS TO THE CONTRACTING OFFICER FOR APPROVAL. THE MATERIALS AND DIMENSIONS OF THE NEW WALL SHALL BE IN KIND WITH THE EXISTING WALL INCLUDING BUT NOT LIMITED TO THE WALL TYPE, BACKFILL, BASE, FINISH AESTHETICS, SLOPE OF THE WALL FACE, AND WEEP HOLE DIMENSIONS, FREQUENCY, AND SLOPE.

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SHED

EFEL 24.61

EFEL 24.57

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TOP 23.78

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TOP 22.48

EMH

TOP 24.61

EMH

TOP 23.31

EMH

TOP 24.45

EMH

TOP 27.28

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PROPOSED FITNESS

CENTER

E

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FFE: 22.00

D

TO S-H/G TIE1

LIMIT OF WORK

NEW ELECTRICAL

MANHOLE (TYP)

CONNECT TO EXISTING

ELECTRICAL DUCT BANK

PAD MOUNTED

TRANSFORMER

2 X 129mm PVC CONDUIT

CONCRETE ENCASED

NEW PAD MOUNTED

SWITCH (PMS)

S-H/A TIE2

2x129mm PVC CONDUIT

CONCRETE ENCASED

LIGHT POLE (TYP)

1x21mm PVC CONDUIT

CONCRETE ENCASED

(2)2.5 mm, (1)2.5 mm, 1mm C.

TO CIRCUIT LPA1-11

IN ELEC A108

ELECTRICAL POLE H1

4x103mm PVC CONDUIT

CONCRETE ENCASED

EXISTING CONDUIT

TO PAD MOUNTED

SWITCH S-H/G TIE1

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SHEET ID

US Army Corps of Engineers Far East District

U S

A

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O R

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E

N G

I N

E E

R S

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUTS/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED

SEAL

UNCLASSIFIED / FOR OFFICIAL USE ONLYPlot Date: 5/11/2021 2:46:20 PM Plot Scale: 1:250 File Path: P:\138218\127-138218-20012\CAD\SHEETFILES\05_CIVIL\138218-20012--XE101

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GRAPHIC SCALE

DIM. NOTE & NORTH

PLAN NORTH

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XE-101

D . H

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AN

1. SEE UW-101 FOR COMBINED WATER UTILITIES.

SHEET NOTES

DRAWING NOTES

REFERENCE ONE-LINE DIAGRAM ON E-601 FOR CONDUIT AND

CONDUCTOR SIZES.

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3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers Far East District

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUTS/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED

SEAL

UNCLASSIFIED / FOR OFFICIAL USE ONLYPlot Date: 5/11/2021 3:05:22 PM Plot Scale: 1:250 File Path: P:\138218\127-138218-20012\CAD\SHEETFILES\05_CIVIL\138218-20012--XE501

100% CONSTRUCTION DOCUMENTS

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PVC CONDUIT

AS INDICATED

(TYP)

CONCRETE ENCASEMENT

PER SPECIFICATIONS

76 MIN (TYP)

76 MIN (TYP)

(TYP)

76 (TYP)

BEDDING COURSE

PER SPECIFICATION

100 MIN (TYP)

MIN 1220 COVER OVER DUCT BANK

UNDER ROADWAYS, HEAVY

TRAFFIC AND NON-PAVED AREAS

BURIED WARNING AND

IDENTIFICATION TAPE

M

IN

UNDISTURBED

SUBGRADE

SCALE =

MEDIUM VOLTAGE CONCRETE

ENCASED CONDUITE6

NOTE:

PROVIDE QUANTITIES AND SIZES

OF CONDUITS AS INDICATED ON

ONE-LINE DIAGRAMS.

PVC CONDUIT

AS INDICATED

(TYP)

CONCRETE ENCASEMENT

PER SPECIFICATIONS

76 MIN (TYP)

76 MIN (TYP)

(TYP)

76 (TYP)

BEDDING COURSE

PER SPECIFICATION

100 MIN (TYP)

MIN 1220 COVER OVER DUCT BANK

UNDER ROADWAYS, HEAVY

TRAFFIC AND NON-PAVED AREAS

BURIED WARNING AND

IDENTIFICATION TAPE

M

IN

UNDISTURBED

SUBGRADE

SCALE =

LOW VOLTAGE CONCRETE ENCASED CONDUITB6

NOTE:

PROVIDE QUANTITIES AND SIZES

OF CONDUITS AS INDICATED ON

ONE-LINE DIAGRAMS.

FINISH GRADE

FINISH GRADE

PAVEMENT

PAVEMENT

REINFORCED CONCRETE FLAT PAD

(SEE STRUCTURAL DRAWINGS)

FRONT ELEVATION

1.

NOTES:

DIRECTION OF CONDUITS TO BE DETERMINED BY FIELD APPLICATION.

3.

4.

TERMINATE AND CAP SPARE RACEWAY.

2.

(2) 155 CONDUITS

STUBBED OUT 1 m BEYOND

CONCRETE PAD

19 DIA X 3000 GROUND ROD

IF GRS IS USED, METALLIC CONDUITS SHALL BE GROUNDED BY THE CONTRACTOR

USING GROUNDING BUSHINGS CONNECTED TO THE GROUND GRID.

CONDUITS SHALL AS INDICATED, TRANSITION TO GRS CONDUITS

WHERE EXPOSED.

CONDUITS

QUANTITY AND SIZE AS

INDICATED ON DRAWINGS

REINFORCED CONCRETE PAD

MIN

MIN

GROUND ROD

120mm² (#4/0 AWG) BARE COPPER GROUND TO

TRANSFORMER FRAME AND NEUTRAL

WARNING

TAPE WARNING

TAPE

GRS OR PVC LONG

SWEEP ELBOWS

5. BARE COPPER GROUNDS SHALL BE EXOTHERMICALLY WELDED TO

GROUND ROD BEFORE CONCRETE PAD IS POURED.

PRIMARY

SCALE =

TRANSFORMER PAD SECTION

NTSE1

GR (GROUND ROD)

GR

GR

GR120 mm² (#4/0 AWG) BARE

COPPER STRANDED

GROUND LOOPS

19 DIA x 3000

GROUND ROD

120 mm² (#4/0 AWG) x 1 m BARE

COPPER CONDUCTOR,CONNECT

TO TRANSFORMER

GROUND CONNECTOR

PAD MOUNTED

COMPACT SUBSTATION

SECONDARY

CONDUITS

AND FEEDERS

REFER TO

SECTION VIEW

SCALE =

TRANSFORMER PAD

NTSB2

(2) PRIMARY CONDUITS

300 MIN/

400 MAX

300 MIN/

400 MAX

1.2 m

NOTE 1

PVC CONDUIT STUBBED UP

INTERNALLY ADJACENT TO

HANDHOLE,

NUMBER AND SIZE AS

REQUIRED

SET TOP OF CONCRETE

FOUNDATION 1000

ABOVE GRADE

COPPER EQUIP GND C

ATTACH TO INTERNAL LUG

WELDED TO INTERIOR OF

POLE

CIRCUIT CONDUCTORS

AND CONDUIT TO POWER

SOURCE OR NEXT POLE

PRECAST REINFORCED

CONCRETE AS

SPECIFIED IN SPECIFICATION

03 42 13

LEGEND

GND C - GROUNDING CONDUCTOR

19 X 3000

GROUND ROD

CIRCUIT CONDUCTORS &

CONDUIT TO NEXT POLE

ANCHOR BOLTS SHALL BE

AS RECOMMENDED BY

MANUFACTURER

FINISHED GRADE

CHAMFER ALL EDGES OF

CONCRETE BASE 15

HANDHOLE

POLE

2.

1.

NOTES:

POLE BASE MINIMUM WIDTH SHALL BE EQUAL TO POLE BASE PLATE +300.

BACKFILL COMPACTED

STRUCTURAL FILL IN

MAX 200 LIFTS

SQUARE STRUCTURAL

CONCRETE

CLASS A FINISH

25 mm² (#4 AWG) INSULATED

COPPER GND C. ATTACHED

TO INTERNAL LUG WELDED

TO INTERIOR OF POLE

WHERE POLE BASE IS THE LAST BASE IN A SERIES, PROVIDE SPARE OUTGOING

CONDUIT FROM WITHIN POLE TO BENEATH GRADE AND CAP FOR FUTURE USE.

3. POLE BASE OFFSET 1 m BOUNDARY LINE.

MINIMUM

POLE BASE PLATE

TE

TR

A

TE

C H

N

IC

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R

SO

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AD

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AR

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AS

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AN

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, E

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D

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N

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AC

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N O

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H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

B

C

D

E

F

G

3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers Far East District

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUTS/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED

SEAL

UNCLASSIFIED / FOR OFFICIAL USE ONLYPlot Date: 3/7/2021 2:12:02 PM Plot Scale: 1:250 File Path: P:\138218\127-138218-20012\CAD\SHEETFILES\05_CIVIL\138218-20012--XE502

100% CONSTRUCTION DOCUMENTS

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XE-502

D . H

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AN

460±

9 m

60 TENON WITH

PROVISION FOR WIRING,

COORDINATE WITH LIGHT

FIXTURE AND STEEL

UPSWEPT BRACKET

WIRING HANDHOLE MIN 65 X 125

(CLEAR OPENING) WITH COVER

AND STAINLESS STEEL SCREWS

INTERNAL GROUNDING LUG

TERMINATE CONDUITS INTERNALLY,

ADJACENT TO HANDHOLE

FULL BASE COVER - TWO-PIECE

GALVANIZED STEEL, BRONZE.

CONCRETE FOUNDATION -

SEE DETAILS ON THIS SHEET.

6.

5.

4.

3.

2.

1.

7.

LUMINAIRE REQUIREMENTS:

HOUSING - DIE-CAST ALUMINUM WITH STAINLESS STEEL BAIL LATCH AND

HARDWARE.

HOUSING - MADE OF A LOW COPPER DIE CAST ALUMINUM ALLOY (A360),

2.5mm THICKNESS. FINISH - MULTI-STAGE PRE-TREATMENT FINISHED WITH

BAKED-ON POLYESTER POWDER COAT.

OPTICAL SYSTEM - COMPOSED OF HIGH PERFORMANCE UV STABILIZED

OPTICAL GRADE POLYMER REFRACTOR LENSES TO ACHIEVE DESIRED

DISTRIBUTION OPTIMIZED TO GET MAXIMUM SPACING.

LIGHT ENGINE - COMPOSED OF 4 MAIN COMPONENTS: LED MODULE/OPTICAL

SYSTEM/HEAT SINK/DRIVER.

LED MODULE - COMPOSED OF HIGH-PERFORMANCE WHITE LEDS. 4000 KELVIN

COLOR TEMPERATURE WITH CRI 70.

CERTIFICATION - UL OR IEC EQUIVALENT LISTED AND CERTIFIED FOR WET

LOCATIONS.

MOUNTING - UNIVERSAL MOUNTING ARM, FITTED FOR ROUND OR SQUARE

POLE MOUNTING SUPPLIED WITH 1.5 mm²/3, 100 CABLE.

SCALE =

PRE-CAST BOLT-DOWN POLE FOUNDATION

CONDUIT INSTALLATION

NTS D1 SCALE =

STEEL POLE - ANCHOR-BASE,

NTS D4 SCALE =

SITE POLE MOUNT LUMINAIRE

NTS D6

BASIS OF DESIGN:

TYPE 50: 9949 LUMEN OUTPUT WITH TYPE 4 DISTRIBUTION - (1) HEAD

CONFIGURATION

***SET BACK AS INDICATED ON PLAN.

SCALE =

EXTERIOR LIGHTING CONTROL DIAGRAM

NTS A1

8. CONTROL - BUTTON TYPE 2 AND B-LEVEL MOTION SENSOR.

LIGHTING SEQUENCE:

WHEN VEHICLE(S) DRIVE INTO PARKING AREA LUMINAIRE LEVEL

ADJUST TO 100%. WHEN VEHICLE(S) EXITS PARKING AREA WITHIN 15

MINUTES LUMINAIRE LEVEL REDUCES BY 30%.

GALVANIZED SQUARE STEEL

POLE, BRONZE

WIND LOADING: HIGH WIND

CONDITIONS 177KM/H-209

KMPH: 250 MAX WEIGHT TO

168 EPA BY SQUARE METER

.93 TO .63.

NORMAL WIND CONDITIONS:

18.9 TO 12 EPA BY SQUARE

METER.

OFF

HAND AUTO

LC

LC

20A

20A

PUSH

TO TEST

N

PARKING LOT

LUMINAIRES

R

277V N

PROVIDE 1 CONTACTOR POLE

PER CIRCUIT

LIGHTING CONTROL PANEL

(277V CIRCUIT)

LC

20A

N

BUILDING EXTERIOR

LUMINAIRES (277V CIRCUIT)

SCALE =

PLAN VIEW

NTSA1

SUMP PIT

GR (GROUND ROD)

120 mm² GROUND

CONDUCTOR

FROM DUCT BANK

120 mm² GROUND

CONDUCTOR TO

DUCT BANK

GR (GROUND ROD)

SUMP PIT

SCALE =

TYPICAL MANHOLE SECTION

NTSD1

NOTE:

1. STYLE A, SIZE 22C, SEALED LOCKING COVER, c/w IDENTIFICATION ELECTRICAL 13.8kV AND MH#.

REFER TO CID A-A-60005.

2. FOAM DUCT SEALANT.

3. LOOP A 120 mm² GROUNDING CONDUCTOR AROUND THE INTERIOR PERIMETER, APPROXIMATELY 305 mm ABOVE FINISHED FLOOR. SECURE THE CONDUCTOR TO THE MANHOLE WALLS AT INTERVALS NOT EXCEEDING 914 mm. CONNECT THE CONDUCTOR TO THE MANHOLE GROUNDING ELECTRODE WITH 120 mm² CONDUCTOR.

4. LOOP A 120 mm² GROUND CONDUCTOR AROUND THE EXTERIOR PERIMETER, APPROXIMATELY 500 mm BELOW GRADE. INSTALL TWO 19mm DIA. X 3.1m LONG COPPERWELD GROUND ROD

ON OPPOSITE SIDES, AND INTERCONNECT THE EXTERIOR GROUND LOOP TO THE INTERIOR

GROUND LOOP FROM TWO POINTS ADJACENT TO EACH OTHER.

EXISTING GRADE

M

AX

(T

YP

610mmØ CAST IRON COVER CL MANHOLE COVERS ARE 100mm HIGHER

THAN NEAREST ASPHALT ROAD LEVEL

CONCRETE UPSTAND

POLYPROPYLENE COPOLYMER PLASTIC

AND REINFORCED WITH STRUCTURAL

CARBON STEEL STEP IRONS (TYP)

2x152Ø BELLMOUTH WITH PLUG (EXTERNAL)

MANHOLE CABLE RACK IS

NONMETALLIC TYPE (TYP)

2x4 Nos 152Ø

PVC DUCT

SLEEVE(HOLE) AND

SEALANT

NOTE 2 (TYP.)

PROTECTION MEMBRANE

TANK MEMBRANE

100 CONCRETE BLINDING

GRADE 10/20

PULLING-IN IRONS

50 CONCRETE

COVER FOR SUMP

PIT OPENING

SLOPE

10mm/1m

120mm² GROUNDING CONDUCTORS FROM 13.8kV

LOOP SYSTEM CONNECTED TO

INTERIOR GROUND LOOP

(TYPICAL OF 2)

19mm Ø X 3.1m COPPER

CLAD GROUND ROD

(TYP. OF 2)

120mm² BARE COPPER

STRANDED CONNECTION

BETWEEN INTERIOR AND

EXTERIOR GROUND LOOPS

120mm² BARE COPPER

STRANDED CONNECTION

BETWEEN INTERIOR AND

EXTERIOR GROUND LOOPS

MANHOLE CABLE RACK IS

NONMETALLIC TYPE (TYP)

PULLING-IN IRONS (TYP)

M

AX

TE

TR

A

TE

C H

N

IC

KE

R

SO

N

R O

AD

M

AR

LB

O R

O U

G H

, M A

FA

R

E

AS

T D

IS

TR

IC

T

U N

IT

- A

PO

A

P

1-

J

U N

E

PL

O

T D

AT

E:

FI

LE

N

AM

E:

AN

SI

D

O

SA

N A

IR

B

AS

E, K O

R

EA

U M

M C

, E

AS

T C

AM

PU

S

FI

TN

ES

S C

EN

TE

R

SO

LI

C

IT

AT

IO

N

N O

D

ES

IG

N

ED

B

Y:

D

ES

C R

IP

TI

O N

A

M

AR

K

SI

ZE

SU

BM

IT

TE

D B

Y:

D

AT

E

C O

N

TR

AC

T

N O

C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

B

C

D

E

F

G

3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers Far East District

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUTS/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED

SEAL

UNCLASSIFIED / FOR OFFICIAL USE ONLYPlot Date: 6/3/2021 4:34:33 PM Plot Scale: 1:250 File Path: P:\138218\127-138218-20012\CAD\SHEETFILES\05_CIVIL\138218-20012--XE503

100% CONSTRUCTION DOCUMENTS

A.

AB

B

G . K

LO

SS

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S.

AN

TO

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C K

-6 -9

-2

--X E5

.D

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XE-503

D . H

O G

AN

SCALE =

PAD MOUNTED SWITCH (PMS)

CONNECTION DIAGRAM

NTSA5

PAD MOUNTED SWITCHGEAR "PMS"

17.5kV, 95kV BIL, 12,5KAIC, 3WAY TYPE, W/

(3) - 600A LOAD INTERRUPTER (LI)

TO: XFMR T1

FROM

ELECTRICAL

POLE H1

TO SWITCH

S-H/G TIE1

LOAD INTERRUPTER

(TYP)

FRONT VIEW

Net weight: 885 kg

100°

135°

222 283

SIDE VIEW

SCALE =

PAD MOUNTED SWITCH (PMS)

NTSC5

22 DIA GALVANIZED

STEEL (TYP)

TACKWELD

STEEL REINFORCING

BAR

SCALE =

PULLING-IN IRON

NTSB8

WALL BRACKET TO

FIT SNUGGLY INTO

CONDUCTOR

SUPPORT RACK

CONDUCTOR

SUPPORT RACK

AND WALL BRACKETWALL OF

MANHOLE/

HANDHOLE

SCALE =

CONDUCTOR SUPPORT RACK

NTS E8

13mm x 63.5mm

GAL. MACHINE

BOLT 13mm

CONCRETE

INSERT OR

EXPANSION

SHIELD

WALL

BRACKET

13mm x 44.5mm

GAL. MACHINE

BOLT AND NUT

NOTE:

THE WALL BRACKET OR STANCHION MUST BE 100mm BY APPROXIMATELY 25mm GLASS-REINFORCED NYLON WITH

RECESSED BOLT MOUNTING HOLES. PROVIDE ANSI 54

RATED PORCELAIN INSULATORS FOR SUPPORT ARMS.

MANHOLE DIMENSIONS

INTERIOR EXTERIOR

HEIGHT 2500 2800

LENGTH 2800 3100

WIDTH 2800 3100

GWCP

GW

CP

FA

N

FAN

F/ T

C O

N C

W

AL

L

C O

N C

W

AL

L

CP

SHED

EFEL 24.61

EFEL 24.57

SHED

C

C

C

C

C

WV

WV

WV

WV

WV

WV

E

E

E

E

E

E

S

S

S

S

S

S S

S S

S S

S S

S S

S

S

CB

CB

CB

CB

CB

CB

CB

D D

D

D

D

D

D

D D

D

D

D

D

D

C/O CO

W

W

W

W

W

W

W

W W

WW

W

W

W

WW

W

W

W

W W

W

F/HYD

W S

S

S S

D D

D

D

S

S

S S

U

G

C

U

G

C

U

G

C

U

G

C

U

G

C

U G

C

U

G

C

U

G

C

U

G

C

U

G

C

D

D

D

D

D

D

E

E

E

E

E E

E E

E E

E

E

E

E E

E

S

S

S

S

S

U G

C

U

G

C

T

R

A

S

H

E E

E E

E E

E E

E E

E E

E

D

D D

GW

PMS

C/O CO

in c h in c h

U

G

C

U

G

C

U

G

C

U

G

C

U

G

C

PROPOSED FITNESS

CENTER

E

S

S

SS

LIMIT OF WORK

D

4 X103mm PVC CONDUIT

WITH INNERDUCT

(SEE NOTE 1)

EXISTING

COMMUNICATIONS

HANDHOLE HH 13-2

EXISTING

COMMUNICATIONS

MANHOLE MH 13-1B

EXISTING

UNDERGROUND

CONDUIT

T E

T R

A

T

E C

H

N

I C

K E

R S

A

D

M A

R L

B O

R O

U G

H

F A

R

E

A S

T

D

I S

T R

I C

T

U N

A

PL

O

T D

AT

Eᴀ

F I L

E N

A M

E

A N

S I

D

O S

S

E

K

O R

E A

U M

M C

E

A S

T

C

A M

P U

S

F

I T

N E

N

T E

R

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D

AT

E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

. 4 5 6 7 8 . 10

SHEET ID

US Army Corps of Engineers Far East District

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUTS/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED

SEAL

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GRAPHIC SCALE

DIM. NOTE & NORTH

PLAN NORTH

R

R

A U

C H

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L O

S S

N E

R

S A

N T

O L

I C

K

X

T

D

W G

XT-101

B.

H

O G

AN

1. PVC CONDUITS FROM MDF TO MANHOLE SHALL BE EMPTY TO

ALLOW FOR FUTURE CONNECTIONS.

2. SEE UW-101 FOR WATER UTILITIES. SEE XE-101 FOR

ELECTRIC UTILITIES.

SHEET NOTES

DRAWING NOTES

CONNECT TO EXISTING TELECOMMUNICATIONS DUCT BANK.

A

TE

C H

N

IC

KE

R

SO

N

R O

AD

M

AR

LB

O R

O U

G H

, M A

FA

R

E

AS

T D

IS

TR

IC

T

U N

IT

- A

PO

A

P

1-

J

U N

E

PL

O

T D

AT

E:

FI

LE

N

AM

E:

AN

SI

D

O

SA

N A

IR

B

AS

E, K O

R

EA

U M

M C

, E

AS

T C

AM

PU

S

FI

TN

ES

S C

EN

TE

R

SO

LI

C

IT

AT

IO

N

N O

D

ES

IG

N

ED

B

Y:

D

ES

C R

IP

TI

O N

A

M

AR

K

SI

ZE

SU

BM

IT

TE

D B

Y:

D

AT

E

C O

N

TR

AC

T

N O

C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

B

C

D

E

F

G

3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers Far East District

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUTS/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED

SEAL

UNCLASSIFIED / FOR OFFICIAL USE ONLYPlot Date: 3/26/2021 10:01:45 AM Plot Scale: 1:250 File Path: P:\138218\127-138218-20012\CAD\SHEETFILES\05_CIVIL\138218-20012--XT501

100% CONSTRUCTION DOCUMENTS

A.

AB

B

G . K

LO

SS

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AN

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XT-501

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BA

MATERIAL TYPE BA

GALVANIZED STEEL 127

SCHEDULE 40 PVC 127

(3)3 CELL FLEXIBLE

INNERDUCTS PER 103 DUCT

(9 INNERDUCTS TOTAL)

BACKFILL W/CLEAN NATIVE SOIL IN LAYERS TO

95% MODIFIED PROCTOR

PLASTIC, NON-BIODEGRADABLE

MAGNETIC MARKER STRIP, WORD

"COMMUNICATIONS" CONTINUOUSLY

PRINTED PLACE ON TOP OF SAND

BACKFILL WITH CLEAN BEDDING

COMPACTED TO 95% MAXIMUM DENSITY

28MPa CONCRETE

ENCASEMENT

SCALE =

TELECOMMUNICATIONS DUCT BANK

N.T.S.D1 SCALE =

TELECOMMUNICATIONS CONDUIT

N.T.S.D4

SCALE =

CONDUIT SPACERS

N.T.S.A1

FINISHED GRADE

4-WAY

SCH40 103 PVC

CONDUIT

120mm² BARE COPPER CONDUCTOR

INSULATED 16mm² COPPER TRACER WIRE

SCALE =

HANDHOLE BONDING

N.T.S.A4

JOINT

CLAMPED

BONDING

RIBBON

BONDING

CLAMP

BONDING

CLAMP

BONDING

RIBBON

5mm x 22mm MIN.

DRIVE

ANCHOR

BONDING

STRAP OR

RIBBON

TWO-WAY TERMINATOR

TERMINATOR DEPTH

194mm114mm

SCALE =

DUCT TERMINATORS

N.T.S.A7

TERMINATORS SHALL BE CONNECTED ("INTERLOCKED")

TO FORM PANELS AS REQUIRED BY DUCT CONFIGURATION.

REINFORCING BARS WILL BE INSTALLED BETWEEN THE TERMINATORS.

A.

B.

NOTES:

DUCT TERMINATORS WILL BE SIZED FOR 114mm OUTER DIAMETER.C.

387mm

213mm

100mm

GRADED CRUSHED

AGGREGATE

UNDISTURBED

SUBGRADE

COMPACTION

MAXIMUM 95%

DENSITY

103mm CAST IN PLACE

INTERLOCKING

ONE-PIECE WITH BELL

END FITTING

MANHOLE OR

HANDHOLE

INSIDE WALL

100mm SCH40 PVC

COUPLING

(IF REQUIRED)

DUCT BANK

(CONCRETE ENCASED)

MANHOLE OR HANDHOLE

OUTSIDE WALL

NOTES:

1. ENSURE ALL PENETRATIONS ARE WATER TIGHT.

2. ENSURE CONSTRUCTION JOINT BETWEEN THE CONCRETE ENCASED

DUCT BANK AND MANHOLE/HANDHOLE IS FREE FROM DEBRIS AND WATER TIGHT.

PVC

GLUE

SCALE =

TELECOMMUNICATIONS HANDHOLE

CONDUIT PENETRATION

N.T.S.D7

(2)14mm BENT BAR 600 x 600 TOP AND

BOTTOM INTO DUCT

BANK ENCASEMENT

A

TE

C H

N

IC

KE

R

SO

N

R O

AD

M

AR

LB

O R

O U

G H

, M A

FA

R

E

AS

T D

IS

TR

IC

T

U N

IT

- A

PO

A

P

1-

J

U N

E

PL

O

T D

AT

E:

FI

LE

N

AM

E:

AN

SI

D

O

SA

N A

IR

B

AS

E, K O

R

EA

U M

M C

, E

AS

T C

AM

PU

S

FI

TN

ES

S C

EN

TE

R

SO

LI

C

IT

AT

IO

N

N O

D

ES

IG

N

ED

B

Y:

D

ES

C R

IP

TI

O N

A

M

AR

K

SI

ZE

SU

BM

IT

TE

D B

Y:

D

AT

E

C O

N

TR

AC

T

N O

C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

B

C

D

E

F

G

3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers Far East District

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUTS/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED

SEAL

UNCLASSIFIED / FOR OFFICIAL USE ONLYPlot Date: 5/25/2021 12:39:40 PM Plot Scale: 1:250 File Path: P:\138218\127-138218-20012\CAD\SHEETFILES\05_CIVIL\138218-20012--XT601

100% CONSTRUCTION DOCUMENTS

A.

AB

B

G . K

LO

SS

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LI

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-6 -9

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--X T6

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XT-601

D . H

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AN

TELECOMMUNICATIONS RISER DIAGRAM

NTS

A. ALL EXTERIOR FIBER OPTIC CABLE SHALL BE ARMORED.

B. ALL EXTERIOR FIBER OPTIC CABLES ARE SINGLE MODE.

C. ALL COMMUNICATIONS MANHOLES AND HANDHOLES SHOWN ARE

EXISTING.

FOC = FIBER OPTIC CABLE

LEGEND

GENERAL NOTES

HH HANDHOLE

MH MANHOLE

MH

354-2

HH

13-B2

MH

13-B1

MH

355A

HH

13A

MH

MH

13-1

MH

13-1A

MH

13-1B

HH

13-2

(1) 12 STRAND FOC

(APPROX. 20m)

(1) 12 STRAND FOC

(APPROX. 50m)

(1) 12 STRAND FOC

(APPROX. 95m)

(1) 12 STRAND FOC

(APPROX. 55m)

(1) 12 STRAND FOC

(APPROX. 60m)

(1) 12 STRAND FOC

(1) 25 PAIR COPPER

(APPROX. 55m)

(1) 12 STRAND FOC

(APPROX. 55m)

(1) 12 STRAND FOC

(APPROX. 60m)

(1) 12 STRAND FOC

(1) 25 PAIR COPPER

(APPROX. 20m)

(1) 12 STRAND FOC

(APPROX. 130m)

EAST CAMPUS

FITNESS CENTER

COMM ROOM A104

KEYED NOTES

SPLICE 12 CORE FIBER CABLE TO EXISTING FIBER CABLE IN

MANHOLE MH 354-2.

SPLICE 25 PAIR COPPER CABLE TO EXISTING COPPER CABLE

IN MANHOLE MH 13-1B.

PROVIDE (1) 3x3 MESH INNERDUCT IN EXISTING CONDUIT

BETWEEN HANDHOLE HH13-2 AND MANHOLE MH 13-1B,

PROVIDE (4) 103 CONDUIT WITH 3x3 MESH INNERDUCT FROM

COMM ROOM TO HH-13-2.

FA

N

FAN

F/ T

C O

N C

W

AL

L

C O

N C

W

AL

L

SHED

EFEL 24.61

EFEL 24.57

SHED

C

C

C

C

C

S

S

S

S

S

CB

CB

CB

CB

CB

CB

CB

D

D

D

D

D D

D

D

D

D

D

C/O CO

W

W

W

W

W

W

AC PAVED

A

D

A

D

AC ROAD

A

D

T

R

A

S

H

C/O CO

A L A

B A

A

D

E

S

S

SS

FIRE RISER ROOM

FIRE PROTECTION

WATER SUPPLY

PRIMARY FIRE

DEPARTMENT

ENTRANCE

FIRE DEPARTMENT

CONNECTION (FDC)

6.1 m WIDE ROUTE

ACCESSIBLE BY

FIRE TRUCK

FIRE HYDRANT

ASSUMED PROPERTY

LINE FOR ASSESSING

SEPARATION

DISTANCES

FITNESS CENTER

EXISTING FIRE

HYDRANT

TRASH ENCLOSURE

POST

INDICATOR

VALVE

LIMIT OF

WORK

14.69

8.31

.12

1.49 6.10

.1

9.83

.2

4.03

T E

T R

A

T

E C

H

N

I C

K E

R S

A

D

M A

R L

B O

R O

U G

H

F A

R

E

A S

T

D

I S

T R

I C

T

U N

A

PL

O

T D

AT

Eᴀ

F I L

E N

A M

E

A N

S I

D

O S

S

E

K

O R

E A

U M

M C

E

A S

T

C

A M

P U

S

F

I T

N E

N

T E

R

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D

AT

E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

. 4 5 6 7 8 . 10

SHEET ID

US Army Corps of Engineers Far East District

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUTS/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED

SEAL

UNCLASSIFIED / FOR OFFICIAL USE ONLYPlot Date: 6/3/2021 12:46:24 PM Plot Scale: 1:250 File Path: P:\138218\127-138218-20012\CAD\SHEETFILES\05_CIVIL\138218-20012--F-003

100% CONSTRUCTION DOCUMENTS

GRAPHIC SCALE

DIM. NOTE & NORTH

PLAN NORTH

C

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F-003

D

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A N

SHEET NOTES

1. EMERGENCY FIRE VEHICLES INCLUDING THOSE WITH AN

AERIAL APPARATUS MAY ACCESS THE NORTH, SOUTH, AND

WEST SIDES OF THE BUILDING.

2. ALL SIDES OF THE BUILDING SHALL BE WITHIN 106m OF A

FIRE HYDRANT THAT IS USABLE BY THE FIRE DEPARTMENT.

3. THE SEPARATION BETWEEN THE FIRE DEPARTMENT ACCESS

AND THE USABLE HYDRANTS SHALL NOT EXCEED 3.7m.

4. FIRE DEPARTMENT ACCESS ROUTES SHALL BE A MINIMUM

WIDTH OF 6.1m.

5. THE SEPARATION BETWEEN THE ACCESS ROUTE AND THE

MAIN ENTRANCE TO THE FACILITY SHALL NOT EXCEED 10m.

6. THE SEPARATION BETWEEN THE NEAREST HYDRANT AND

THE FIRE DEPARTMENT CONNECTION SHALL NOT EXCEED

45m.

7. THE SEPARATION BETWEEN THE FIRE DEPARTMENT ACCESS

AND THE FIRE DEPARTMENT CONNECTION SHALL NOT

EXCEED 45m.

8. THE SEPARATION BETWEEN THE BUILDING AND AT LEAST

ONE HYDRANT SHALL BE AT MINIMUM 12m.

9. THE SEPARATION BETWEEN THE BUILDING AND ANY OTHER

FACILITY (FIRE SEPARATION DISTANCE) SHALL BE A MINIMUM

OF 3m ON ALL SIDES OF THE FACILITY.

10. A BACKFLOW PREVENTER SHALL BE INSTALLED WITHIN THE

FIRE RISER ROOM ON THE FIRE PROTECTION WATER SUPPLY

LINE.

11. POST INDICATOR VALVE SHALL BE LOCATED A MINIMUM

DISTANCE FROM THE FACILITY EQUAL TO THE ADJACENT

WALL HEIGHT. THE ADJACENT WALL HEIGHT IS 7.6m, THEREFORE THE POST INDICATOR VALVE SHALL BE

LOCATED A MINIMUM OF 7.6m FROM THE FACILITY PER

NFPA-24 SECTION 6.2.9(1)(A).

12. SEE SHEET EC-101 FOR EXISTING CONDITIONS.

13. SEE UW-101 FOR WATER UTILITIES.

LEGEND

FIRE HYDRANT

GAVE VALVE

POST INDICATOR VALVE

FIRE DEPARTMENT CONNECTION

FIRE PROTECTION WATER SUPPLY LINE

WATER MAIN

W

US Army Corps of Engineers ®

SHEET ID

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UNCLASSIFIED / FOR OFFICIAL USE ONLYFile Path:Plot Date:

SEAL

ALL DIMENSIONS AND/OR DIMENSIONS

SHOW N IN CALLOUTS/NOTES ARE IN

MILLIMETERS UNLESS OTHERW ISE NOTED

DIMENSIONS NOTE

Plot Scale:

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A-001

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100% CONTRACT DOCUMENTS

@ AT

A/E ARCHITECT/ENGINEER

ADDL ADDITIONAL

ADMIN ADMINISTRATION

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHU AIR HANDLING UNIT

ALUM ALUMINUM

AMO ASSISTANT MAINTENANCE OFFICER

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASSY ASSEMBLY

AT/FP ANTI-TERRORISM FORCE

PROTECTION

AVG AVERAGE

BF BOTH FACES

BLDG BUILDING

BOL BOLLARD

CE CIVIL ENGINEER(S)

CFMF COLD FORMED METAL FRAMING

CH COAT HOOK

CIJ CONTROL JOINT

CIP CAST-IN-PLACE

CJ CONSTRUCTION JOINT, CONTROL

JOINT

CL CENTER LINE

CLG CEILING

CLKG CAULKING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMM COMMUNICATIONS

CONC CONCRETE

CONSTR CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COR CONTRACTING OFFICER’S

REPRESENTATIVE, CORNER,

CHANGE ORDER REQUEST

CORR CORRIDOR

CPO CHIEF PETTY OFFICER

CRS COURSING

CTR(S) CENTER(S)

CTRL CONTROL

DBL DOUBLE

DIA DIAMETER

DN DOW N

DOCS DOCUMENTS

DR DOOR

DW G DRAW ING

E EAST

EIFS EXTERIOR INSULATED

FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELECT ELECTRICAL

ENTR ENTRANCE

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE

ETC ET CETERA, AND SO FORTH

EW EACH W AY

EXG EXISTING

EXP EXPANSION, EXPLOSION PROOF

EXST GR EXISTING GRADE

EXT EXTERIOR

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FFLE FINISH FLOOR ELEVATION

FIN FINISH, FINISHED

FIN GR FINISH GRADE

FL FLOOR LINE, FLOOR,

FLASHING, FLOOD LIGHT

FLR FLOOR

FO FACE OF

FP FIRE PROTECTION

FS FLOOR SINK

FXD FIXED

G GIRDER, GROUND

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERAL, GENERATOR

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GL GLASS

GLZD GLAZED

GND GROUND

GR GRADE

GYP BD GYPSUM W ALL BOARD

HB HOSE BIBB

HD HEAD

HDW HARDW ARE

HT HEIGHT

HM HOLLOW METAL

HNDRL HANDRAIL

HORIZ HORIZONTAL

HQ HEADQUARTERS

HR HOUR

ID INSIDE DIAMETER

INSUL INSULATION

INSTR INSTRUCTOR

INT INTERIOR

JOH JAMB OPENING HEIGHT

JOW JAMB OPENING W IDTH

JR JOINT REINFORCING

JT JOINT

KS KITCHEN SINK

LAB LABORATORY

LAV LAVATORY

LG LONG, LENGTH

LIB LIBRARY

LINTL LINTEL

LTG LIGHTING

LVR LOUVER

m METER m2 SQUARE METER

MACH MACHINE

MAINT MAINTENANCE

MAX MAXIMUM

MCC MOTOR CONTROL CENTER

MECH MECHANICAL

MFG MANUFACTURING

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

mm MILLIMETER mm 2 SQUARE MILLIMETER

MO MASONRY OPENING

MON MONITOR, MONUMENT

MS MOP SINK

MTG MOUNTING

MTL METAL

MTS MANUAL TRANSFER SW ITCH

N NORTH

NA NOT APPLICABLE

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFICE

OGL OBSCURE GLASS

OIC OFFICER IN CHARGE

OPG OPENING

OPNG OPENING

PC DESKTOP COMPUTER

PCC PORTLAND CEMENT CONCRETE

PERF PERFORATED, PERFORM

PH PHASE, PENTHOUSE

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PNL PANEL

PR PAIR, PIPE RAIL

PRCST PRECAST

PT POINT

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

QA/QC QUALITY ASSURANCE/QUALITY

CONTROL

QTY QUANTITY

QUAR QUARANTINE

R RADIUS, RISER, RANGE

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE,

REFLECTED CEILING PLAN

RD ROAD, RETURN DIFFUSER, ROOF

DRAIN

REC RECESSED, RECREATIONAL

REC C RECESSED CONVECTOR

RECT RECTANGULAR

REG REGISTER

REINF REINFORCED

REQD REQUIRED

REPS REPRESENTATIVES

RET RETURN

REV REVISION, REVISED, REVOLUTIONS

REX REQUEST TO EXIT

RGH ROUGH

RGS RIGID GALVANIZED STEEL

RLG RAILING

RM ROOM

ROW RIGHT OF W AY

RT RIGHT

S SOUTH

SB SPLASH BLOCK

SC SOLID CORE

SCH SCHOOL

SCHED SCHEDULE

SCP SCUPPER

SECT SECTION

SH SHOW ER

SHT SHAFT

SIM SIMILAR

SK SINK

SLDG SLIDING

SP SUMP

SPA SPACE

SPEC SPECIFICATIONS

SPCL SPECIAL

SQ SQUARE

SST STAINLESS STEEL

STA STATION

STD STANDARD

STFT STOREFRONT

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

T TOP, TREAD

T&B TOP AND BOTTOM

TB TILE BASE, THROUGH BOLT

TD TRENCH DRAIN

TFA TO FLOOR ABOVE

TFB TO FLOOR BELOW

THK THICKNESS

THRES THRESHOLD

TOB TOP OF BEAM

TOC TOP OF CONCRETE, TOP OF CURB

TOF TOP OF FOOTING

TOG TOP OF GRATING

TOS TOP OF STEEL, TOP OF SLOPE

TOW TOP OF W ALL

TR TELECOMMUNICATION ROOM

TRANS TRANSOM, TRANSPARENT

TV TELEVISON

TYP TYPICAL

UGND UNDERGROUND

UH UNFINISHED

UNO UNLESS NOTED OTHERW ISE

UOP UNLESS OTHERW ISE NOTED

UR URINAL

UTIL UTILITY

V VENT

VB VALVE BOX

VC VERTICAL CURVE

VCT VINYL COMPOSITION TILE

VEL VELOCITY

VIF VERIFY IN FIELD

VS VENT STACK

VSA VEHICLE SECURITY AREA

VTR VENT THRU ROOF

W / W ITH

W /O W ITHOUT

W C W ATER CLOSET, W ALL COVERING

W GL W IRED GLASS

W H W ALL HYDRANT

W HS W AREHOUSE

W L W ATER LINE, W IND LOAD

W SEL W ATER SURFACE ELEVATION

W ST W ATER STORAGE TANK

W TS W ATERSTOP

ABBREVIATIONS

SLOPED STRUCTURE, MIN SLOPE

84:1000

ROOF SYSTEM TYPERS-X

XX/1000

LIGHT FIXTURE

SUSPENDED LIGHT

FIXTURE

LIGHT FIXTURE

DIFFUSER/EXHAUST

GRILLE

MECHANICAL UNIT

SECURITY CAMERA

CEILING MOUNTED

PROJECTOR

OCCUPANCY SENSOR

CEILING LEGEND

SPRINKLER

BACK-UP EMERGENCY

LIGHTING

SMOKE DETECTOR

SPEAKER

FIRE ALARM

ACCESS PANEL

W ALL FIRE ALARM

EXTERIOR LIGHT

FIXTURE

EXIT SIGN

HEAT DETECTOR

OS

S

OR

OR

ROOF LEGEND

GENERAL NOTES

A. DO NOT SCALE DRAW INGS TO OBTAIN DIMENSIONS.

B. TAKE FIELD MEASUREMENTS TO FIT THE W ORK PROPERLY.

VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE

FIELD.

C. REFER INCONSISTENCIES TO CONTRACTING OFFICER PRIOR TO

COMMENCING THE W ORK IN AFFECTED AREA.

D. ITEMS ARE SHOW N DIAGRAMMATICALLY ON DRAW INGS. VERIFY

SPACE REQUIREMENTS AND DIMENSIONS TO FIT THE W ORK

PROPERLY.

E. NOTES SHOW N ON ONE DRAW ING APPLY TO ALL SIMILAR

DRAW INGS.

F. ELEVATION 0.000 m ON ARCHITECTURAL CORRESPONDS TO

0.0 m STRUCTURAL CONCRETE SLAB AS SHOW N ON

STRUCTURAL DRAW INGS.

G. REFER TO FIRE PROTECTION DRAW INGS FOR LIFE SAFETY

PLANS THAT INCLUDE REQUIREMENTS FOR PARTITION FIRE

RESISTANCE RATINGS.

A-201 F2

C1 A-301

C1 A-301

E1 A-301

E1 A-301

64200

A-201 B2

A-201 D2

A-201 A2

A1 A-301

A1 A-301

1852.48 m²

FITNESS

ROOM

A107

31.63 m²

W OMEN'S

LOCKER

ROOM

A105A

137.41 m²

EQUIP

STOR

A109

101.17 m²

MECH

A110

40.99 m²

CORRIDOR

A101

8.63 m²

VEST

A101A

20.15 m²

OFFICE

A102

24.49 m²

ELEC

A108

16.39 m²

COMM

A104

5.63 m²

JAN

A103

1 2 3 4 5 6 7

A

B

C

D

E

74.60 m²

MEN'S

LOCKER

ROOM

A106A

37.26 m²

MEN'S

RESTROOM

A106

20.34 m²

W OMEN'S

RESTROOM

A105

16.45 m²

SECURE

STORAGE

A109A

UTILITY YARD

ENCLOSURE

CANOPY

ABOVE

TRUE NORTH

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

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UNCLASSIFIED / FOR OFFICIAL USE ONLYFile Path:Plot Date:

ALL DIMENSIONS AND/OR DIMENSIONS

SHOW N IN CALLOUTS/NOTES ARE IN

MILLIMETERS UNLESS OTHERW ISE NOTED

GRAPHIC SCALE

KEY PLAN

DIM. NOTE & NORTH SEAL

PLAN NORTH

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A-101

C O

M

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100% CONTRACT DOCUMENTS

1:200

20m4m 16m12m8m0m

GROSS BUILDING AREA

AREA

FIRST FLOOR 2452.44 m² MECH MEZZANINE 237.60 m² CANOPY (half the area) 9.88 m² GRAND TOTAL 2699.92 m²

SCALE = 1 : 200

COMPOSITE FIRST FLOOR PLAN

B2

A B

1 2 3 4 5 6

B

C

D

E

FITNESS

ROOM

A107

6650 1900

A1

B

TYP 1

TYP3

A-202 E3

A-204 E3

A-203 B3

E2 A-303

E2 A-303

B3 A-302

B3 A-302

250 8975 8975 9000 9000 9000

45600

A107C

B7 A-304

M

AT

C

H L

IN

E

SE

E

A3 A-

A1

A

48400

TYP15

A-404

C1

A-404

A1

A-404E1

1900 3400 A-515

E1

A-515 E7

A-515 E5

TYP 18

CANE DETECTION

RAILING

CANE DETECTION

RAILING

TRUE NORTH

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

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O R

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O

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N B

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N N

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3 4 5 6 7 8 9 10

F

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D

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B

A

D

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UNCLASSIFIED / FOR OFFICIAL USE ONLYFile Path:Plot Date:

ALL DIMENSIONS AND/OR DIMENSIONS

SHOW N IN CALLOUTS/NOTES ARE IN

MILLIMETERS UNLESS OTHERW ISE NOTED

GRAPHIC SCALE

KEY PLAN

DIM. NOTE & NORTH SEAL

PLAN NORTH

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A-102

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AS

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AM

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B O

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AR

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B

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FF

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W . R

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IN

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FA

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100% CONTRACT DOCUMENTS

1:100

10m2m 8m6m4m0m

A B

A. REFER TO A-001 FOR LEGENDS, SYMBOLS AND ABBREVIATIONS.

B. REFER TO A-600 SERIES FOR FINISH SCHEDULE.

C. ALL DIMENSIONS ARE FROM FACE OF CONCRETE OR METAL

STUD UNLESS NOTED OTHERW ISE.

D. COORDINATE LOCATIONS OF LOUVERS, GRILLS, REGISTERS AND

OTHER MECHANICAL EQUIPMENT W ITH MECHANICAL DW GS.

E. COORDINATE CEILING AND W ALL ACCESS PANELS W ITH

MECHANICAL, PLUMBING AND ELECTRICAL DW GS.

F. PARTITION TYPE TAGS APPLY TO THE ENTIRE LENGTH OF W ALL

INDICATED BY THAT TAG REGARDLESS OF INTERVENING OPENINGS

W ITHIN THAT W ALL.

1. REFER TO A-601 AND A-602 FOR W ALL TYPES.

2. ALL INTERIOR W ALLS SHALL BE PARTITION TYPE P-1 (TYP UNO).

3. ALL EXTERIOR W ALLS SHALL BE EXTERIOR W ALL TYPE EW 1

(TYP UNO).

G. UNLESS NOTED OTHERW ISE ALL DOOR JAMBS SHALL BE SET 100mm

FROM ADJACENT W ALLS IN METAL STUD PARTITIONS AND

200mm FROM ADJACENT CMU W ALLS.

H. ALL FLOOR ELEVATIONS ARE TO TOP OF CONCRETE UNLESS

OTHERW ISE NOTED.

DOW NSPOUT TO SPLASH

BLOCK OR DOW NSPOUT

BOOT - SEE CIVIL DRAW INGS

BASE CABINETS W ITH SOLID

SURFACE COUNTERTOP

STRUCTURAL STEEL

COLUMN

SOLID SURFACE COUNTERTOP

ENTRANCE FLOOR MAT

DRINKING FOUNTAIN/BOTTLE

FILLER

FLOOR DRAIN

PLUMBING EQUIPMENT -

REFER TO PLUMBING

DRAW INGS

MECHANICAL EQUIPMENT -

REFER TO MECHANICAL

DRAW INGS

FIRE PROTECTION

EQUIPMENT - REFER TO FIRE

PROTECTION DRAW INGS

GENERAL PLAN NOTES

PLAN KEY NOTES

ELECTRICAL EQUIPMENT -

REFER TO ELECTRICAL

DRAW INGS

TELECOMMUNICATIONS

EQUIPMENT - REFER TO

TELECOMMUNICATIONS

DRAW INGS

MASONRY SCREEN W ALL -

REFER TO CIVIL AND

STRUCTURAL DRAW INGS

CONCRETE PAD - REFER TO

STRUCTURAL DRAW INGS

CONCRETE STOOP - REFER TO

STRUCTURAL DRAW INGS

CONCRETE HOUSKEEPING

PAD - REFER TO STRUCTURAL

DRAW INGS

EMERGENCY EYEW ASH -

REFER TO PLUMBING

DRAW INGS

STEEL CROSS BRACING

W INDOW TREATMENTS

SCALE = 1 : 100

FIRST FLOOR PLAN - AREA A

A2

FITNESS

ROOM

A107

W OMEN'S

LOCKER

ROOM

A105A

EQUIP

STOR

A109

MECH

A110

CORRIDOR

A101

OFFICE

A102

ELEC

A108

COMM

A104

JAN

A103

6 7

A

B

C

D

E

1900 2000

1400 1400

A101

A108

A1

A1

A

A1

BA109A

A101B

A-202 B3

A-203 E3

A-204 B3

B2 A-303

B2 A-303

1000 200

MEN'S

LOCKER

ROOM

A106A

A2 A-305

VEST

A101A

A103

A101A

A1

A

A1

A1

C

8975 8975 650

E3 A-302

E3 A-302

2800 600

CANOPY

ROOF

ABOVE

A106B

A1

C

MEN'S

RESTROOM

A106

W OMEN'S

RESTROOM

A105

3200 6750 1250 1900 1250 3850

W 2

SECURE

STORAGE

A109A

A-402 E1

A-401 C1

TYP 1

A1

A

A105B

A1

C

B7 A-304

A-403 A1

A-403 E1

P-2

TYP 8

TYP8

TYP8

TYP8

TYP 8

8 9

EW 3

EW 3

TYP 3

M

AT

C

H L

IN

E

SE

E

A2 A-

TYP11

TYP12

A-402 C1

A110B

TYP15

A-405 F1

P-5 8250

EQ

EQ

15000

VENDING

MACHINE,

NIC

A-515 E3

A-515 A4

P-5

P-5

P-5

P-5

P-5

P-5

P-5

P-5

7 9

TYP7

7 A-515 B1

TYP16

TYP3

LINE OF

MEZZANINE

ABOVE, TYP

LINE OF

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US Army Corps of Engineers ®

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ALL DIMENSIONS AND/OR DIMENSIONS

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MILLIMETERS UNLESS OTHERW ISE NOTED

GRAPHIC SCALE

KEY PLAN

DIM. NOTE & NORTH SEAL

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100% CONTRACT DOCUMENTS

1:100

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A B

A. REFER TO A-001 FOR LEGENDS, SYMBOLS AND ABBREVIATIONS.

B. REFER TO A-600 SERIES FOR FINISH SCHEDULE.

C. ALL DIMENSIONS ARE FROM FACE OF CONCRETE OR METAL

STUD UNLESS NOTED OTHERW ISE.

D. COORDINATE LOCATIONS OF LOUVERS, GRILLS, REGISTERS AND

OTHER MECHANICAL EQUIPMENT W ITH MECHANICAL DW GS.

E. COORDINATE CEILING AND W ALL ACCESS PANELS W ITH

MECHANICAL, PLUMBING AND ELECTRICAL DW GS.

F. PARTITION TYPE TAGS APPLY TO THE ENTIRE LENGTH OF W ALL

INDICATED BY THAT TAG REGARDLESS OF INTERVENING OPENINGS

W ITHIN THAT W ALL.

1. REFER TO A-601 AND A-602 FOR W ALL TYPES.

2. ALL INTERIOR W ALLS SHALL BE PARTITION TYPE P-1 (TYP UNO).

3. ALL EXTERIOR W ALLS SHALL BE EXTERIOR W ALL TYPE EW 1

(TYP UNO).

G. UNLESS NOTED OTHERW ISE ALL DOOR JAMBS SHALL BE SET 100mm

FROM ADJACENT W ALLS IN METAL STUD PARTITIONS AND

200mm FROM ADJACENT CMU W ALLS.

H. ALL FLOOR ELEVATIONS ARE TO TOP OF CONCRETE UNLESS

OTHERW ISE NOTED.

DOW NSPOUT TO SPLASH

BLOCK OR DOW NSPOUT

BOOT - SEE CIVIL DRAW INGS

BASE CABINETS W ITH SOLID

SURFACE COUNTERTOP

STRUCTURAL STEEL

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ENTRANCE FLOOR MAT

DRINKING FOUNTAIN/BOTTLE

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REFER TO PLUMBING

DRAW INGS

MECHANICAL EQUIPMENT -

REFER TO MECHANICAL

DRAW INGS

FIRE PROTECTION

EQUIPMENT - REFER TO FIRE

PROTECTION DRAW INGS

GENERAL PLAN NOTES

PLAN KEY NOTES

ELECTRICAL EQUIPMENT -

REFER TO ELECTRICAL

DRAW INGS

TELECOMMUNICATIONS

EQUIPMENT - REFER TO

TELECOMMUNICATIONS

DRAW INGS

MASONRY SCREEN W ALL -

REFER TO CIVIL AND

STRUCTURAL DRAW INGS

CONCRETE PAD - REFER TO

STRUCTURAL DRAW INGS

CONCRETE STOOP - REFER TO

STRUCTURAL DRAW INGS

CONCRETE HOUSKEEPING

PAD - REFER TO STRUCTURAL

DRAW INGS

EMERGENCY EYEW ASH -

REFER TO PLUMBING

DRAW INGS

STEEL CROSS BRACING

W INDOW TREATMENTS

SCALE = 1 : 100

FIRST FLOOR PLAN - AREA B

A3

B

C

D

E

A-202 B3

A-203 E3

A-204 B3

B2 A-303

B2 A-303

A2 A-305

237.60 m²

MECHANICAL

MEZZANINE

A201

E3 A-302

E3 A-302

P-4

P-3

80 12

A201A

A201B

B7 A-304

3.600 m

TYP1

A-403 E1

A-403 A1

EW 2

EW 2

EW 2

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P-5

P-3 MECH BELOW

EQUIP

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5609 825

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P-5

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P-3

A-515 B8

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PROVIDE

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PROVIDE

THRESHOLD SET IN

A BED OF

SEALANT, TYP

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SEAL AT COLUMN

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TRUE NORTH

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ALL DIMENSIONS AND/OR DIMENSIONS

SHOW N IN CALLOUTS/NOTES ARE IN

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GRAPHIC SCALE

KEY PLAN

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100% CONTRACT DOCUMENTS

SCALE = 1 : 100

MECHANICAL MEZZANINE PLAN

A4

A B

1:100

10m2m 8m6m4m0m

A. REFER TO A-001 FOR LEGENDS, SYMBOLS AND ABBREVIATIONS.

B. REFER TO A-600 SERIES FOR FINISH SCHEDULE.

C. ALL DIMENSIONS ARE FROM FACE OF CONCRETE OR METAL

STUD UNLESS NOTED OTHERW ISE.

D. COORDINATE LOCATIONS OF LOUVERS, GRILLS, REGISTERS AND

OTHER MECHANICAL EQUIPMENT W ITH MECHANICAL DW GS.

E. COORDINATE CEILING AND W ALL ACCESS PANELS W ITH

MECHANICAL, PLUMBING AND ELECTRICAL DW GS.

F. PARTITION TYPE TAGS APPLY TO THE ENTIRE LENGTH OF W ALL

INDICATED BY THAT TAG REGARDLESS OF INTERVENING OPENINGS

W ITHIN THAT W ALL.

1. REFER TO A-601 AND A-602 FOR W ALL TYPES.

2. ALL INTERIOR W ALLS SHALL BE PARTITION TYPE P-1 (TYP UNO).

3. ALL EXTERIOR W ALLS SHALL BE EXTERIOR W ALL TYPE EW 1

(TYP UNO).

G. UNLESS NOTED OTHERW ISE ALL DOOR JAMBS SHALL BE SET 100mm

FROM ADJACENT W ALLS IN METAL STUD PARTITIONS AND

200mm FROM ADJACENT CMU W ALLS.

H. ALL FLOOR ELEVATIONS ARE TO TOP OF CONCRETE UNLESS

OTHERW ISE NOTED.

DOW NSPOUT TO SPLASH

BLOCK OR DOW NSPOUT

BOOT - SEE CIVIL DRAW INGS

BASE CABINETS W ITH SOLID

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MECHANICAL EQUIPMENT -

REFER TO MECHANICAL

DRAW INGS

FIRE PROTECTION

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PROTECTION DRAW INGS

GENERAL PLAN NOTES

PLAN KEY NOTES

ELECTRICAL EQUIPMENT -

REFER TO ELECTRICAL

DRAW INGS

TELECOMMUNICATIONS

EQUIPMENT - REFER TO

TELECOMMUNICATIONS

DRAW INGS

MASONRY SCREEN W ALL -

REFER TO CIVIL AND

STRUCTURAL DRAW INGS

CONCRETE PAD - REFER TO

STRUCTURAL DRAW INGS

CONCRETE STOOP - REFER TO

STRUCTURAL DRAW INGS

CONCRETE HOUSKEEPING

PAD - REFER TO STRUCTURAL

DRAW INGS

EMERGENCY EYEW ASH -

REFER TO PLUMBING

DRAW INGS

STEEL CROSS BRACING

W INDOW TREATMENTS

C1 A-301

C1 A-301

E1 A-301

E1 A-301

A1 A-301

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1 2 3 4 5 6 7

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US Army Corps of Engineers ®

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ALL DIMENSIONS AND/OR DIMENSIONS

SHOW N IN CALLOUTS/NOTES ARE IN

MILLIMETERS UNLESS OTHERW ISE NOTED

GRAPHIC SCALE

KEY PLAN

DIM. NOTE & NORTH SEAL

PLAN NORTH

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6/ 9/

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100% CONTRACT DOCUMENTS

1:200

20m4m 16m12m8m0m

A B

SCALE = 1 : 200

COMPOSITE ROOF PLAN

B2

B

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D

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E2 A-303

E2 A-303

B3 A-302

B3 A-302

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ALL DIMENSIONS AND/OR DIMENSIONS

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GRAPHIC SCALE

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DIM. NOTE & NORTH SEAL

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Plot Scale:

6/ 9/

2 0

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0:

4 0

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100% CONTRACT DOCUMENTS

GENERAL ROOFING NOTES

A. REFER TO "GENERAL NOTES" FOR ADDITIONAL INFORMATION.

B. REFER TO A-001 FOR LEGENDS, SYMBOLS AND ABBREVIATIONS.

C. REFER TO A-500 SERIES FOR ROOFING DETAILS.

D. PROVIDE ROOFING SYSTEM(S) AND ALL RELATED COMPONENTS

AS INDICATED IN THE CONTRACT DOCUMENTS. SEE

SPECIFICATIONS AND DETAILS FOR SPECIFIC INSTALLATION

METHODS.

E. COORDINATE ALL ROOFING PENETRATIONS W ITH MECHANICAL,

PLUMBING AND ELECTRICAL DW GS, TYP.

F. ALL ROOFS TO BE TYPE RS-1, UNLESS NOTED OTHERW ISE.

G. PROVIDE GUTTER EXPANSION JOINTS AT INTERVALS NOT TO

EXCEED 15 m.

H. PROVIDE STRAINER AT DOW NSPOUT TO GUTTER CONNECTION

AND CLEANOUT AT BOTTOM OF DOW NSPOUT W HERE

RECOMMENDED BY SMACNA STANDARDS.

ROOF KEY NOTES

PRE-FINISHED METAL GUTTER

DOW NSPOUT

METAL RIDGE CAP - FINISH TO MATCH ROOFING

PREFINISHED METAL FASCIA TO MATCH STANDING SEAM

METAL ROOF

SNOW GUARDS

GUTTER HIGH POINT AT MIDPOINT BETW EEN DOW NSPOUTS

UNO, MIN SLOPE 21:1000

FALL PROTECTION

1:100

10m2m 8m6m4m0m

A B

SCALE = 1 : 100

ROOF PLAN - AREA A

A2

B

C

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B2 A-303

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E3 A-302

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TYP2

TYP4

TYP3

TYP5 TYP6

C5 A-503

TYP AT

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A1 A-503

A1 A-503

E7 A-503

A1 A-504

D4 A-504

TYP7

B4 A-504

TRUE NORTH

US Army Corps of Engineers ®

SHEET ID

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ALL DIMENSIONS AND/OR DIMENSIONS

SHOW N IN CALLOUTS/NOTES ARE IN

MILLIMETERS UNLESS OTHERW ISE NOTED

GRAPHIC SCALE

KEY PLAN

DIM. NOTE & NORTH SEAL

PLAN NORTH

Plot Scale:

6/ 9/

2 0

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0:

5 0

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100% CONTRACT DOCUMENTS

GENERAL ROOFING NOTES

A. REFER TO "GENERAL NOTES" FOR ADDITIONAL INFORMATION.

B. REFER TO A-001 FOR LEGENDS, SYMBOLS AND ABBREVIATIONS.

C. REFER TO A-500 SERIES FOR ROOFING DETAILS.

D. PROVIDE ROOFING SYSTEM(S) AND ALL RELATED COMPONENTS

AS INDICATED IN THE CONTRACT DOCUMENTS. SEE

SPECIFICATIONS AND DETAILS FOR SPECIFIC INSTALLATION

METHODS.

E. COORDINATE ALL ROOFING PENETRATIONS W ITH MECHANICAL,

PLUMBING AND ELECTRICAL DW GS, TYP.

F. ALL ROOFS TO BE TYPE RS-1, UNLESS NOTED OTHERW ISE.

G. PROVIDE GUTTER EXPANSION JOINTS AT INTERVALS NOT TO

EXCEED 15 m.

H. PROVIDE STRAINER AT DOW NSPOUT TO GUTTER CONNECTION

AND CLEANOUT AT BOTTOM OF DOW NSPOUT W HERE

RECOMMENDED BY SMACNA STANDARDS.

ROOF KEY NOTES

PRE-FINISHED METAL GUTTER

DOW NSPOUT

METAL RIDGE CAP - FINISH TO MATCH ROOFING

PREFINISHED METAL FASCIA TO MATCH STANDING SEAM

METAL ROOF

SNOW GUARDS

GUTTER HIGH POINT AT MIDPOINT BETW EEN DOW NSPOUTS

UNO, MIN SLOPE 21:1000

FALL PROTECTION

1:100

10m2m 8m6m4m0m

A B

SCALE = 1 : 100

ROOF PLAN - AREA B

A6

1 2 3 4 5 6 7

B

C

D

E

FITNESS

ROOM

A107

MECH

A110

ELEC

A108

COMM

A104

OFFICE

A102

EQUIP

STOR

A109

JAN

A103

VEST

A101A

W OMEN'S

LOCKER

ROOM

A105A

CORRIDOR

A101

MEN'S

LOCKER

ROOM

A106A

SECURE

STORAGE

A109A

W OMEN'S

RESTROOM

A105

MEN'S

RESTROOM

A106

TRUE NORTH

US Army Corps of Engineers ®

SHEET ID

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ALL DIMENSIONS AND/OR DIMENSIONS

SHOW N IN CALLOUTS/NOTES ARE IN

MILLIMETERS UNLESS OTHERW ISE NOTED

GRAPHIC SCALE

KEY PLAN

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100% CONTRACT DOCUMENTS

SCALE = 1 : 200

FIRST FLOOR COMPOSITE REFLECTED CEILING PLAN

B3

1:200

20m4m 16m12m8m0m

A B

B

C

D

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MECH

A110

ELEC

A108

COMM

A104

OFFICE

A102

EQUIP

STOR

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W OMEN'S

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A107

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RESTROOM

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B5 A-513

B5 A-513

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SE

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A2 A-

MEZZANINE FLOOR, TYP

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US Army Corps of Engineers ®

SHEET ID

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ALL DIMENSIONS AND/OR DIMENSIONS

SHOW N IN CALLOUTS/NOTES ARE IN

MILLIMETERS UNLESS OTHERW ISE NOTED

GRAPHIC SCALE

KEY PLAN

DIM. NOTE & NORTH SEAL

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6/ 9/

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100% CONTRACT DOCUMENTS

A B

A. REFER TO A-001 FOR LEGENDS, SYMBOLS AND ABBREVIATIONS.

B. LIGHTING AND OTHER CEILING-MOUNTED FIXTURES ARE SHOW N

FOR DRAW ING CLARITY. COORDINATE ALL CEILING W ORK PRIOR

TO INSTALLATION OF CEILING GRID.

C. CENTER CEILING-MOUNTED ITEMS (LIGHTS, GRILLES,

DETECTORS, ETC) W ITHIN THE CEILING PANELS AND GRIDS

D. BOTTOM OF CEILING ABOVE FINISHED FLOOR IS AT 2750mm, UNO.

E. ALL CEILING TYPES TO BE TYPE C-A UNO.

F. COPE AND TRIM CEILINGS AROUND STRUCTURAL FRAMING

PENETRATIONS, TYPICAL.

GENERAL CEILING NOTES

C-A - INDICATES CEILING TYPE A / 600mm X 600mm

C-GB - INDICATES MOLD-RESISTANT GYPSUM BOARD CEILING AND

SOFFIT

C-EX - INDICATES EXPOSED STRUCTURE, PAINTED

C-SP - INDICATES EXTERIOR VENTED SOFFIT PANELS BY PEMB

MANUFACTURER

1:100

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SCALE = 1 : 100

FIRST FLOOR REFLECTED CEILING PLAN - AREA B

A3

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ALL DIMENSIONS AND/OR DIMENSIONS

SHOW N IN CALLOUTS/NOTES ARE IN

MILLIMETERS UNLESS OTHERW ISE NOTED

GRAPHIC SCALE

KEY PLAN

DIM. NOTE & NORTH SEAL

PLAN NORTH

Plot Scale:

6/ 9/

2 0

:5

1:

0 6

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100% CONTRACT DOCUMENTS

SCALE = 1 : 100

FITNESS ROOM REFLECTED CEILING PLAN

A2 A B

1:100

10m2m 8m6m4m0m

A. REFER TO A-001 FOR LEGENDS, SYMBOLS AND ABBREVIATIONS.

B. LIGHTING AND OTHER CEILING-MOUNTED FIXTURES ARE SHOW N

FOR DRAW ING CLARITY. COORDINATE ALL CEILING W ORK PRIOR

TO INSTALLATION OF CEILING GRID.

C. CENTER CEILING-MOUNTED ITEMS (LIGHTS, GRILLES,

DETECTORS, ETC) W ITHIN THE CEILING PANELS AND GRIDS

D. BOTTOM…