ATTACHMENT 3 - KITCHEN DRAWINGS.pdf

Fi le

N am e:

D ra w n by

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A

B C D E

D es ig ne d by

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Pl ot

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Pl ot

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C od e:

UNITED STATES AGENCY

INTERNATIONAL DEVELOPMENT

USAID

Sheet Reference Number

Su bm itt ed b y:

A pp ro ve r

Is su ed D at e:

D el iv er ab le

D at e:

9/

/2

N O

VE

M

B

ER

0, VA

R

IE

S

C on tr ac t N o:

A

ID

-O A

A -I-

-0

F0

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GENERAL NOTES:

I. ACCESS

A. LOCATION OF CONTRACTOR'S STAGING AND LAYDOWN AREA SHALL BE WITHIN THE LIMIT OF CONSTRUCTION AND

SHALL BE COORDINATED WITH THE CONTRACTING OFFICER. THE LOCATION OF THE STAGING & LAYDOWN AREA(S)

NEED TO BE ESTABLISHED PRIOR TO BID. COORDINATE WITH OWNER.

B. THE CONTRACTOR SHALL PROVIDE SUB-STAGES TO ALLOW ACCESS TO THE EMBASSY AT ALL TIMES AND SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY ACCESS TO PEOPLE WITH DISABILITIES WHERE EXISTING ACCESS IS

DISTURBED.

C. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ACTIVE FIRE HYDRANTS AND OTHER EMERGENCY FACILITIES WITHIN

THE PROJECT LIMITS AT ALL TIMES.

D. CONTRACTOR SHALL COORDINATE ACTIVITIES THROUGHOUT THE PROJECT IN A MANNER THAT ALLOWS EMERGENCY ACCESS TO ALL EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAYS TO EMERGENCY VEHICLE'S RESPONSE TIME.

E. THE CONTRACTOR SHALL TAKE THE STEPS NECESSARY TO ENSURE THAT PROJECT CONSTRUCTION ACTIVITIES DO NOT INTERFERE WITH REGULAR OPERATIONS OF THE EMBASSY. REGULAR BRIEFINGS SHALL BE CONDUCTED BY THE CONTRACTOR WITH THE EMBASSY RESPONSIBLE OFFICIALS FOR THE PURPOSE OF COORDINATING CONSTRUCTION ACTIVITIES AND SCHEDULED OPERATIONS OF THE EMBASSY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE INTERVAL (WEEKLY, BIWEEKLY, ETC.) FOR THE REQUIRED BRIEFINGS PRIOR TO COMMENCEMENT

OF SITE CONSTRUCTION ACTIVITY.

F. UNLESS OTHERWISE NOTED OR APPROVED IN WRITING BY THE CONTRACTING OFFICER, THE CONTRACTOR SHALL

MAINTAIN ALL EXISTING UTILITIES IN SERVICE TO EXISTING BUILDINGS.

G. ALL DAMAGE TO ROADS AND PAVEMENT DUE TO CONSTRUCTION ACTIVITIES EQUIPMENT OR CONSTRUCTION TRAFFIC SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION BY THE CONTRACTOR AT HIS/HER OWN EXPENSE TO THE

SATISFACTION OF THE CONTRACTING OFFICER.

II. COORDINATION

A. CONTRACTOR SHALL APPOINT A CONSTRUCTION SUPERINTENDENT, SUBJECT TO THE APPROVAL OF THE

CONTRACTING OFFICER, WHO SHALL BE PRESENT ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS WHILE JOB IS IN PROGRESS. THE SUPERINTENDENT SHALL BE DESIGNATED THE RESPONSIBLE CONTRACTOR'S REPRESENTATIVE WHO SHALL BE AVAILABLE ON A 24-HOUR BASIS. WHEN THE CONTRACTOR'S REPRESENTATIVE IS NOT AVAILABLE ON THE CONSTRUCTION SITE, AN ALTERNATE REPRESENTATIVE SHALL BE PROVIDED. CONTRACTOR SHALL NOT CHANGE THE SUPERINTENDENT WITHOUT APPROVAL FROM THE OWNER, WHICH WILL NOT BE

UNREASONABLY WITHHELD.

B. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS FOR CONSTRUCTION ACTIVITIES, COORDINATING ALL REQUIREMENTS WITH AUTHORITIES AND FOR SUBMITTING ALL DOCUMENTS FOR PERMITTING AND PERMIT FEES.

C. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL UTILITIES COMPANIES TO COORDINATE WORK SCHEDULES. CONTRACTOR SHALL MEET WITH THE THE FACILITY MANAGER PERIODICALLY TO

ENSURE THAT THEY ARE MEETING THEIR SCHEDULES.

D. THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION EFFORT WITH OTHER PROJECTS IN THE VICINITY IN

ORDER TO MINIMIZE POTENTIAL IMPACTS TO RESIDENTS.

III. TRAFFIC CONTROL

A. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE MARKED WITH COMPANY INSIGNIAS OR OTHER COMPANY

MARKINGS, WHICH ARE CLEARLY VISIBLE.

B. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TO SOUND AN ALARM WHEN MOVING IN

REVERSE.

C. ONLY RUBBER-TIRED OR RUBBER-TRACK VEHICLES SHALL BE ALLOWED ON EXISTING PAVEMENT THAT IS TO REMAIN.

D. NON-CONSTRUCTION PEDESTRIAN TRAFFIC SHALL NOT BE ALLOWED INSIDE THE CONSTRUCTION LIMITS.

IV. EROSION CONTROL

A. EROSION CONTROL DEVICES SHALL BE USED FOR THE STAGING AREA AND ANY MATERIAL STOCK PILES WHEN

NECESSARY TO CONTROL EROSION AND STORM WATER RUNOFF.

B. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT ITS MOVEMENT BY WIND FORCES.

C. LIMITS OF CONSTRUCTION IS DEFINED AS THOSE AREAS AFFECTED BY THE CONTRACTOR'S OPERATIONS INVOLVING EXCAVATION, EMBANKMENT AND FINAL GRADING REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE

ELEVATIONS, GRADES AND SECTIONS SHOWN IN THESE DRAWINGS.

D. THE CONTRACTOR SHALL PERMANENTLY STABILIZE ALL DISTURBED AREAS WITHIN THE SITE LIMITS, INCLUDING ALL CUT AND FILL SECTIONS IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. SOD OR SEED SHALL BE LOCALLY AVAILABLE NATIVE GRASSES AS SPECIFIED. CONTRACTOR SHALL MAINTAIN GRASS UNTIL A PERMANENT VEGETATIVE COVER HAS BEEN ESTABLISHED PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. SPECIES RECOMMENDED BY THE CONTRACTOR SHALL BE SUBMITTED TO THE CONTRACTING OFFICER'S REPRESENTATIVE FOR APPROVAL 60 DAYS PRIOR TO THE PROPOSED DAY OF PLANTING. ESTABLISHMENT OF A PERMANENT VEGETATIVE COVER SHALL INCLUDE:

PLACEMENT OF TOPSOIL, APPLICATION OF FERTILIZER, PLANTING OF GRASS SPECIES SELECTED, IRRIGATION AS REQUIRED, AND RAKING OR HAND FINISHING. UNLESS AN ESTABLISHED VEGETATIVE COVER IS NOTED AS A CRITERION FOR FINAL ACCEPTANCE, REQUIRE CONTRACTOR TO MAINTAIN GRASS UNTIL COVER HAS BEEN ESTABLISHED TO THE

SATISFACTION OF THE CONTRACTING OFFICER.

E. EROSION CONTROL MEASURES MUST BE IN PLACE PRIOR TO ANY DISTURBANCE. CONTRACTOR SHALL REVIEW EROSION CONTROL MEA"SURES AFTER EACH MAJOR WEATHER EVENT AND PERFORM REMEDIAL WORK AS REQUIRED

TO ENSURE THAT THEY COMPLY WITH THE DRAWINGS.

F. CONTRACTOR SHALL UTILIZE BEST MANAGEMENT PRACTICES PLAN DETAILS SHOWN HEREIN.

V. CONTRACTOR SAFETY PLAN SUBMITTALS

A. CONTRACTOR SHALL FURNISH A CONSTRUCTION SAFETY PLAN IN ACCORDANCE WITH THE SPECIFICATIONS AND

USACE SAFETY MANUAL EM 385-1-1 WITH HIS/HER PROJECT SCHEDULE. THE SAFETY PLAN SHALL IDENTIFY THE

FOLLOWING ITEMS:

1. PROPOSED ACCESS POINTS, STAGING AREA AND HAUL ROUTES.

2. TEMPORARY MARKINGS TO BE USED, IF ANY.

3. LOCATION AND TYPE OF BARRICADES OR OTHER TRAFFIC CONTROL DEVICES.

4. METHODS BY WHICH THE CONTRACTOR WILL COMMUNICATE WITH THE CONTRACTING OFFICER.

VI. EXCAVATION, TRENCHES, AND UTILITIES CONNECTIONS

A. OPEN TRENCHES AND EXCAVATIONS WITHIN THE CONSTRUCTION SITE SHALL BE PROMINENTLY MARKED

WITH ORANGE FENCING OR OTHER MEANS ACCEPTABLE TO THE CONTRACTING OFFICER.

B. ALL TOPSOIL SHALL BE STRIPPED FROM ALL AREAS WITHIN THE LIMITS OF CONSTRUCTION AND STOCKPILED FOR LATER USE IN THE UPPER 100mm OF FINISHED GRADE AND LANDSCAPED AREAS TO PROVIDE A SUITABLE GRASS BED. THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE CONTRACTING OFFICER'S

REPRESENTATIVE FOR TOPSOIL STOCKPILE LOCATIONS.

C. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL LOCATE ALL UTILITIES AND SHALL TAKE ADEQUATE PRECAUTIONS TO PROTECT ALL UTILITIES AND FEATURES ON- AND OFF-SITE. ANY UTILITY ADJUSTMENTS, EXISTING OR PROPOSED, REQUIRED TO COMPLETE CONSTRUCTION UNDER THIS CONTRACT, SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL REPAIR DAMAGES CAUSED BY

CONSTRUCTION ACTIVITIES TO EXISTING UTILITIES THAT ARE TO REMAIN IN SERVICE IMMEDIATELY AT NO

ADDITIONAL COST OR EXPENSE TO THE GOVERNMENT.

VII. SAFETY AND SECURITY REQUIREMENTS

A. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO LOCAL REGULATIONS AND USACE

SAFETY MANUAL EM385-1-1. THE CONTRACTOR SHALL REPORT EXISTING DAMAGE TO THE CONTRACTING

OFFICER IN WRITING PRIOR TO PERFORMING WORK.

B. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY AND HAVE NOT BEEN VERIFIED BY THE OWNER OR ITS REPRESENTATIVES. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MAY BE DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT ALL UTILITIES COMPANIES, A

MINIMUM OF 72 HOURS, PRIOR TO ANY EXCAVATION PERFORMED ON-SITE.

C. OPEN FLAME WELDING OR TORCH CUTTING OPERATIONS SHALL BE PROHIBITED UNLESS ADEQUATE FIRE AND SAFETY PRECAUTIONS ARE PROVIDED AND HAVE BEEN APPROVED BY THE CONTRACTING OFFICERS

REPRESENTATIVE.

D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY FENCING AND OTHER SECURITY MEASURES

REQUIRED TO PROTECT WORK ZONE OR EQUIPMENT DURING CONSTRUCTION.

E. THE CONTRACTOR SHALL SECURE WORK AREAS ACCORDING TO CURRENT STANDARDS TO ENSURE PUBLIC SAFETY AND CONVENIENCE. THIS SHALL INCLUDE ENSURING THAT ALL EXCAVATIONS ARE PROTECTED AT

ALL TIMES AND AT THE END OF EACH WORK DAY.

ABBREVIATIONS

ADJ

ABAN.

BC

BIT.

BO

BW

CC

CEM.

CONC.

CONSTR.

C.O.R.

DIA.

DICL

D.I.P.

E.F.

EL.

E.W.

EXIST.

F & C

FDN.

F & G

FT

HDPE

IL

INV.

LP

MAX

MIN

N.I.C.

NO.

O.C.

PED

PROP.

PROV

PVM'T

ADJUST

ABANDON

BASELINE

BOTTOM OF CURB

BITUMINOUS

BY OTHERS

BOTTOM OF WALL

CONCRETE CURB

CEMENT

CONCRETE

CONSTRUCTION

CONTRACTING OFFICER REPRESENTATIVE

DIAMETER

DUCTILE IRON CEMENT LINED DUCTILE

IRON PIPE

EACH FACE

ELEVATION

EACH WAY

EXISTING

FRAME AND COVER

FOUNDATION

FRAME AND GRATE

FEET

HIGH-DENSITY POLYETHYLENE

INLET

INVERT

LIGHT POLE

MAXIMUM

MINIMUM

NOT IN CONTRACT

NUMBER

ON CENTER

PEDESTRIAN

PROPOSED

PROVIDED

PAVEMENT

RIM

RCP

RD.

REM.

REMDL.

RET.

R&R R&D R&S R&T S.A.B.S.

STA.

ST.

SUB.

SHLDR

TC

TS

TW

TYP

UP

USACE

VAR.

WCR

RIM ELEVATION (DRAINAGE SYSTEM)

REINFORCED CONCRETE PIPE

ROAD

REMOVE

REMODEL

RETAIN

REMOVE & RESET

REMOVE & DISPOSE

REMOVE & STACK

REMOVE & TRANSPORT

SOUTH AFRICA BUILDING STANDARDS

STATION

STREET

SUBMITTAL

SHOULDER

TOP OF CURB

TRAFFIC SIGNAL

TOP OF WALL

TYPICAL

UTILITY POLE

US ARMY CORPS OF ENGINEERS

VARIES

WHEEL CHAIR RAMP

C001

G

EN

ER

A

L N

O

TE

S K

IT

C

H

EN

SECURITY

ROOM

PERIMETER SECURITY WALL

WALKWAY

N

482.00

481.50

481.00

482.50

480.50

PERIMETER FENCE

REMOVE TREE

(TYP.)

GATE

x x x xxxx

WATER

TANK

x

R&D EXIST.

CONC. DITCH

481.50

EXIST CONCRETE

DITCH

LIMIT OF EXIST CONC.

DITCH REMOVAL

LIMIT OF EXIST CONC.

DITCH REMOVAL

SEDIMENT TRACKING

CONTROL

PROP. SILT FENCE FOR

EROSION CONTROL

x x xx x x

REMOVE & STACK

LIGHT POLES

REMOVE AND DISCARD

EXIST. CARPORT &

CONCRETE PAD

PROTECT EXIST.

LIGHT POLES

EXIST. KITCHEN TO BE

DEMOLISHED

REMOVE AND DISCARD

EXIST. CONCRETE STAIRS

481.50

EXIST DRAINAGE SWALE TO BE REMOVED

UNDER THE 1 OVER 1 HOUSING PROJECT (N.I.C)

0 102 5

SCALE: 1:100m

Fi le

N am e:

D ra w n by

C on tr ac t D at e:

D es cr ip tio n

Sy m bo l

D at e A pp r.

D es cr ip tio n

Sy m bo l

D at e A pp r.

A

B C D E

D es ig ne d by

R ev ie w ed b y:

Pl ot

D at e:

Pl ot

S ca le

D rw g.

C od e:

UNITED STATES AGENCY

INTERNATIONAL DEVELOPMENT

USAID

Sheet Reference Number

Su bm itt ed b y:

A pp ro ve r

Is su ed D at e:

D el iv er ab le

D at e:

9/

/2

N O

VE

M

B

ER

0, VA

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C on tr ac t N o:

A

ID

-O A

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D

EM

O

LI

TI

O

N P

LA

N

F O

R K

IT

C

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EN

C100

DEMOLITION PLAN - KITCHEN

1:100

DEMOLITION NOTES:

1. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY AND HAVE NOT BEEN VERIFIED BY THE OWNER OR ITS

REPRESENTATIVES. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MAY BE DUE TO THE CONTRACTOR'S FAILURE TO

EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.

2. THE CONTRACTOR SHALL FULLY INVESTIGATE THE EXISTING SEWER CONNECTIONS, REPORT THEIR FINDINGS, AND SUBMIT ANY

REQUIRED CHANGES FOR REVIEW.

3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND ALL CONSTRUCTION MEANS AND METHODS.

4. ALL UTILITY CONNECTIONS ARE SUBJECT TO THE APPROVAL OF, AND GRANTING OF APPROVAL BY THE APPROPRIATE GOVERNMENT AUTHORITIES. IT SHALL BE BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SEE THAT ALL APPROVALS ARE OBTAINED

BEFORE STARTING CONSTRUCTION.

5. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAKING ALL NECESSARY ARRANGEMENTS FOR PERFORMING ANY NECESSARY WORK INVOLVED WITH THE DISCONTINUANCE OF ANY UTILITIES, SUCH AS ELECTRIC, TELEPHONE, WATER, GAS, AND ANY SYSTEM OR

SYSTEMS WHICH WILL BE AFFECTED BY THE WORK TO BE PERFORMED UNDER THE CONTRACT.

6. THE CONTRACTOR SHALL NOTIFY THE OWNER, IN WRITING, AT LEAST 72 HOURS AND NO MORE THAN 30 DAYS PRIOR TO ANY CONSTRUCTION. CONSTRUCTION SHALL NOT INTERFERE WITH OR INTERRUPT UTILITIES WHICH ARE TO REMAIN IN OPERATION.

LEGEND

SILT FENCE BARRIER (BMP-4)

SEDIMENT TRACKING CONTROL (BMP-3)

TREE REMOVAL X

NEW CONC.

WALKWAY

4.0m

SECURITY

ROOM

PERIMETER SECURITY WALL

WALKWAY

N

NEW KITCHEN

NEW CARPORT

WITH CONC. PAD

1.250m

482.00

481.50

481.00

482.50

480.50

PERIMETER FENCE

GATE

WATER

TANK

482.271 (E)

481.50

481.50

481.50

NEW CONC.

STAIRS

482.000

481.50

482.115

481.350

480.625

MEET EXIST. ELEV.

481.700

EXIST. WALL

TO REMAIN

NEW. 3.450m LONG

RETAINING WALL

481.00

481.5

480.50

NEW CONC.

DITCH

CONNECT NEW CONC.

DITCH TO EXIST. DITCH.

MEET EXIST. ELEV.

NEW 75mm GRAVEL

RUNNING TRACK

ADJUST & REPAIR

WOODEN BRIDGE IN KIND

RE-GRADE TO MEET

EXISTING

EXIST. DRAINAGE

MANHOLE TO BE

ADJUSTED

EXIST. SEWER MANHOLE

TO BE ADJUSTED TO

MATCH NEW ELEVATION

PROP SWBD TGEN2 SHED WITH CONC

PAD TO BE CONSTRUCTED UNDER THE

POWER PLANT PROJECT (NIC)

US

PROP CONDUIT TO BE

CONSTRUCTED UNDER POWER

PLANT PROJECT (NIC)

NEW PIPE

CULVERT

NEW GRAVEL

ACCESS

DRIVEWAY

NEW CONCRETE

DITCHCONNECT NEW CONC.

DITCH TO EXIST. DITCH.

MEET EXIST. ELEV.

482.271 (E)

3.535m

16.149m

4.500m

R= 2.0m

R= 2.0m

1.500m

NEW SILT

FENCE

481.50

3.250m

PROP BOLLARD (TYP.)

(UNDER THE POWER

PLANT PROJECT) (NIC)

0.950m

0 102 5

SCALE: 1:100m

Fi le

N am e:

D ra w n by

C on tr ac t D at e:

D es cr ip tio n

Sy m bo l

D at e A pp r.

D es cr ip tio n

Sy m bo l

D at e A pp r.

A

B C D E

D es ig ne d by

R ev ie w ed b y:

Pl ot

D at e:

Pl ot

S ca le

D rw g.

C od e:

UNITED STATES AGENCY

INTERNATIONAL DEVELOPMENT

USAID

Sheet Reference Number

Su bm itt ed b y:

A pp ro ve r

Is su ed D at e:

D el iv er ab le

D at e:

9/

/2

N O

VE

M

B

ER

0, VA

R

IE

S

C on tr ac t N o:

A

ID

-O A

A -I-

-0

F0

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PR

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SI

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P

LA

N F

O R

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IT

C H

EN

C101

SITE PLAN - KITCHEN

1:100

GENERAL NOTES:

1. SEE DEMOLITION PLAN FOR ADDITIONAL NOTES.

2. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS,

NOTES, AND DETAILS.

3. REFER TO ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL

NOTES, SYMBOLS, EQUIPMENTS, CONNECTIONS AND DETAILS.

4. SEE AS1.01 & AS1.02 FOR PHASE 1 AND PHASE 2 CONSTRUCTIONS.

5. CONTRACTOR TO VERIFY THE LOCATION OF THE EXISTING WATER

SERVICE AND CONNECT NEW PLUMBING SYSTEM TO THE EXISTING

WATER SERVICE.

LEGEND

SILT FENCE BARRIER (BMP-4)

SEDIMENT TRACKING CONTROL (BMP-3)

PROP CONTOUR 482.00

PROP RAILING

PROP STORM DRAIN

NEW CONC.

WALKWAY

4.0m

SECURITY

ROOM

PERIMETER SECURITY WALL

WALKWAY

N

NEW KITCHEN

NEW CARPORT

WITH CONC. PAD

1.250m

482.00

481.50

481.00

482.50

480.50

PERIMETER FENCE

GATE

WATER

TANK

482.271 (E)

481.50

481.50

481.50

NEW CONC.

STAIRS

482.000

481.50

482.115

481.350

480.625

MEET EXIST. ELEV.

481.700

EXIST. WALL

TO REMAIN

NEW. 3.450m LONG

RETAINING WALL

481.00

481.5

480.50

NEW CONC.

DITCH

CONNECT NEW CONC.

DITCH TO EXIST. DITCH.

MEET EXIST. ELEV.

NEW 75mm GRAVEL

RUNNING TRACK

ADJUST & REPAIR

WOODEN BRIDGE IN KIND

RE-GRADE TO MEET

EXISTING

EXIST. DRAINAGE

MANHOLE TO BE

ADJUSTED

EXIST. SEWER MANHOLE

TO BE ADJUSTED TO

MATCH NEW ELEVATION

PROP SWBD TGEN2 SHED WITH CONC

PAD TO BE CONSTRUCTED UNDER THE

POWER PLANT PROJECT (NIC)

US

PROP CONDUIT TO BE

CONSTRUCTED UNDER POWER

PLANT PROJECT (NIC)

NEW PIPE

CULVERT

NEW GRAVEL

ACCESS

DRIVEWAY

NEW CONCRETE

DITCHCONNECT NEW CONC.

DITCH TO EXIST. DITCH.

MEET EXIST. ELEV.

482.271 (E)

3.535m

16.149m

4.500m

R= 2.0m

R= 2.0m

1.500m

NEW SILT

FENCE

481.50

3.250m

PROP BOLLARD (TYP.)

(UNDER THE POWER

PLANT PROJECT) (NIC)

0.950m

0 102 5

SCALE: 1:100m

Fi le

N am e:

D ra w n by

C on tr ac t D at e:

D es cr ip tio n

Sy m bo l

D at e A pp r.

D es cr ip tio n

Sy m bo l

D at e A pp r.

A

B C D E

D es ig ne d by

R ev ie w ed b y:

Pl ot

D at e:

Pl ot

S ca le

D rw g.

C od e:

UNITED STATES AGENCY

INTERNATIONAL DEVELOPMENT

USAID

Sheet Reference Number

Su bm itt ed b y:

A pp ro ve r

Is su ed D at e:

D el iv er ab le

D at e:

9/

/2

N O

VE

M

B

ER

0, VA

R

IE

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C on tr ac t N o:

A

ID

-O A

A -I-

-0

F0

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SI

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P

LA

N F

O R

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IT

C H

EN

C101

SITE PLAN - KITCHEN

1:100

GENERAL NOTES:

1. SEE DEMOLITION PLAN FOR ADDITIONAL NOTES.

2. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS,

NOTES, AND DETAILS.

3. REFER TO ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL

NOTES, SYMBOLS, EQUIPMENTS, CONNECTIONS AND DETAILS.

4. SEE AS1.01 & AS1.02 FOR PHASE 1 AND PHASE 2 CONSTRUCTIONS.

5. CONTRACTOR TO VERIFY THE LOCATION OF THE EXISTING WATER

SERVICE AND CONNECT NEW PLUMBING SYSTEM TO THE EXISTING

WATER SERVICE.

LEGEND

SILT FENCE BARRIER (BMP-4)

SEDIMENT TRACKING CONTROL (BMP-3)

PROP CONTOUR 482.00

PROP RAILING

PROP STORM DRAIN

F il e N a m e

C o n tr a c t

N o

D ra w n b y

C o n tr a c t

D a te

D e s c ri p ti o n

S y m b o l

D a te

A p p r.

D e s c ri p ti o n

S y m b o l

D a te

A p p r.

A

B C D E

N O

V E

M B

E R

,2

D e s ig n e d b y

R e v ie w e d b y

P lo t D a te

P lo t S c a le

D rw g C o d e

S u b m it te d b y

UNITED STATES AGENCY

INTERNATIONAL DEVELOPMENT

USAID

Sheet

Reference Number

V A

R

IE

S

Is s u e d

D a te

NOTE: ALL DIMENSIONS ARE MILLIMETERS (mm) UNLESS OTHERWISE NOTED.

A

ID

-O A

A -I

-1 -0

F

D e li v e ra b le

D a te

CLIN 0002

/1

/2

:1 :4

A

M

B

IM

/U S

A

ID

E n g in e e ri n g

S u p p o rt

P ro g ra m

S o u th

S u d a n

/E S

P S

O S

U D

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IT

C H

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E X

IS

T

IN

G

P H

O T

O S

P e re z A

P C

AS1.00

U S

A

ID

S

O U

T H

S U

D A

N E

N G

IN

E

E R

IN

G

S U

P P

O R

T P

R O

G R

A M

/1

/2

K J L

M C

K

J L

M C

A

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1. VIEW AT EXISTING TUKUL LOOKING TOWARDS KITCHEN

2. EXISTIG TUKUL ROOF, COLUMNS, & CONCRETE FLOOR

SLAB TO REMAIN.

1. VIEW OF COVERED LOADING AREA AT

KITCHEN.

2. PERFORM CAREFUL, SELECTIVE

DEMOLITION OF CANOPY COVERING AND

STEEL FRAMING FOR SALVAGE OR REUSE.

3. CONSTRUCT NEW CANOPY PER

1. VIEW OF AREA AT KITCHEN WALKWAY

BETWEEN KITCHEN AND

CONTAINER STORAGE.

1. VIEW OF KITCHEN/CONTAINER

STORAGE FROM DRIVEWAY

ACCESS AND CANOPY

1. VIEW OF TYPICAL SITE STORM DRAINAGE

PHOTOGRAPH 001 PHOTOGRAPH 002 PHOTOGRAPH 003

PHOTOGRAPH 004 PHOTOGRAPH 006PHOTOGRAPH 005

PHOTOGRAPH 007

1. EXTERIOR VIEW AT EXISTING KITCHEN.

2. OBSERVE THE VARYING LEVELS OF THE CONCRETE

FLOORS, AND THE HEIGHT DIFFERENCE FROM KITCHEN TO

EXISTING TUKUL.

3. MAINTAIN THE EXISTING INTERIOR KITCHEN FLOOR

ELEVATION AT NEW CONSTRUCTION.

1. EXTERIOR VIEW AT EXISTING KITCHEN.

UP

(5)

4(5

(5)

(5)

(5)

C C

D

Trash

T ra s h

(5)

(5)

Trash

(5)

(5)

T ra s h

DD

(5)

D

C

H

(5)

(5)

4(5

(5)

4(5

(5)

(5)

(5)

(5)

(5)

(5)

(5)

(5)

(5)

48" LED LIGHT FIXTURE48" LED LIGHT FIXTURE

48" LED LIGHT FIXTURE48" LED LIGHT FIXTURE

Interior Ramp

Strip Curtain

DDD D

C

H

D DDD D D

C

H

C

H

C

H

D

C

H

H

C D

H

C D

T ra s h

T ra s h

HC

C

H

T ra s h

H

C

D

UP

UP

(5)

4(5

(5)

(5)

(5)

C C

D

FOR EXPORT

ONLY

Trash

T ra s h

(5)

(5)

C

D

D

Trash

(5)

(5)

T ra s h

DD

T ra s h

4(5

4(5

(5)

(5)

(5)

Trash

D

E

4(5

(5)

T ra s h D

D

C

H

(5)

(5)

4(5

(5)

4(5

(5)

(5)

(5)

(5)

(5)

(5)

(5)

(5)

(5)

48" LED LIGHT FIXTURE48" LED LIGHT FIXTURE

48" LED LIGHT FIXTURE48" LED LIGHT FIXTURE

Interior Ramp

Strip Curtain

DDD D

C

H

D DDD D D

C

H

C

H

C

H

D

C

H

(5)

C

H

C W O

C W I

C

H

D

D

A

IR

IN

AIR

IN

C

H

A

IR

IN

H

C D

H

C D

H

C

D

H

C D

T ra s h

T ra s h

T ra s h

Trash

4(5

HC

C

H

C H

T ra s h

H C

D

A

IR

IN

OCCUPANCY SYMBOL LEGEND

OCCUPANCY TYPE AREA TAG

NAME

X SF

X OCC

EXIT CAPACITY TAG

EXIT X

XXX XXX

AREA NAME

AREA / SF

OCC. LOAD

EXIT NAME

ACTUAL OCCUPANCY EXITING

PROVIDED OCCUPANCY CAPACITY

LIFE SAFETY LINE TYPE LEGEND

TRAVEL DISTANCE

COMMON PATH OF TRAVEL

24 OCCUPANCY EXITING

FIRE EXTINGUISHER

FEC

OCC.

139 m²

KITCHEN (PHASE 1)

17.3M

EXIT SEPARATION 15.55M

EXISTING KITCHEN

K

IT

C H

E N

P

H A

S E

COMMON PATH OF

TRAVEL = 5.5M

EXIT 1

4 177

EXIT 2

4 177

16.924M DIST. TO

EXIT - PATH 1

.5

M

D

IS

T . T

E X

IT

P A

T H

A3.011

OCC.

139 m²

KITCHEN (PHASE 1) OCC.

116 m²

KITCHEN (PHASE II)

16.924M DIST. TO

EXIT - PATH 1

19.91M DIST. TO EXIT -

PATH 2

29.493M

EXIT SEPARATION 28.70M

SLOPE

DOWN

F il e N a m e

C o n tr a c t

N o

D ra w n b y

C o n tr a c t

D a te

D e s c ri p ti o n

S y m b o l

D a te

A p p r.

D e s c ri p ti o n

S y m b o l

D a te

A p p r.

A

B C D E

N O

V E

M B

E R

,2

D e s ig n e d b y

R e v ie w e d b y

P lo t D a te

P lo t S c a le

D rw g C o d e

S u b m it te d b y

UNITED STATES AGENCY

INTERNATIONAL DEVELOPMENT

USAID

Sheet

Reference Number

V A

R

IE

S

Is s u e d

D a te

NOTE: ALL DIMENSIONS ARE MILLIMETERS (mm) UNLESS OTHERWISE NOTED.

A

ID

-O A

A -I

-1 -0

F li v e ra b le

D a

/1

/2

:1 :4

A

M

B

IM

/U S

A

ID

E n g in e e ri n g

S u p p o rt

P ro g ra m

S o u th

S u d a n

/E S

P S

O S

U D

A N

K

IT

C H

E N

.r v t

L

IF

E S

A F

E T

Y P

L A

N S

A p p ro v e r

LS1.00

U S

U

T H

S U

D A

N E

N G

IN

E

E R

IN

G

S U

P P

O R

T P

R O

G R

A M

/2

/2

A u t h o r D e s ig n e r

C h e c k e r

IS

S

U E

F O

R C

O N

S T

R U

C T

IO

N

R E

V

/1

/2

PHASE II - CODE ANALYSIS DATA

OCCUPANCY SCHEDULE

AREA NAME AREA PER IBC/NFPA

AREA CALCS. OCCUPANT

LOAD

REQ'D. WIDTH (FT.) # OF REQ'D

EXITSAREA SF/OCC. STAIR CORR.

LEVEL 1

KITCHEN (PHASE 1) IBC_KITCHEN, COMMERCIAL 139 m² 19 m² 8 0.20 0.13 1

KITCHEN (PHASE II) IBC_KITCHEN, COMMERCIAL 116 m² 19 m² 7 0.17 0.11 1

15 0.37 0.25

SCALE: /REF:1 : 100 1 A3.00

1 LIFE SAFETY PLAN - PHASE I

GENERAL CODE REQUIREMENTS

APPLICABLE CODES:

FEDERAL REQUIRMENTS

OVERSEAS BUILDING OPERATIONS (OBO) - ABA ACCESSIBILITY GUIDELINES

FAIR HOUSING GUIDELINES

DEPT. OF STATE GUIDE TO GREEN EMBASSIES

ACCESSIBILITIY GUIDELINES

2010 ADA ACCESSIBILITIY GUIDELINES

UNIFORM FEDERAL ACCESSIBILITY STANDARDS

NATIONAL FIRE PREVENTIONS ASSOCIATION

2015 NFPA 101 LIFE SAFETY CODE

2015 NFPA 1 FIRE CODE

2016 NFPA 13 FOR SPRINKLER SYSTEMS

2014 NFPA 70 NATIONAL ELECRICAL CODE

(ADDITIONAL CODES ARE APPLICABLE)

INTERNATIONAL BUILDING CODES

2018 INTERNATIONAL EXISTING BUILDING CODE

2018 INTERNATIONAL BUILDING CODE

2018 INTERNATIONAL MECHANICAL CODE

2018 INTERNATIONAL PLUMBING CODE

2018 FUEL GAS CODE

(ADDITIONAL CODES ARE APPLICABLE)

ENGERGY CODE REQUIREMENTS

ANSI/ASHRAE/IESNA STANDARD 90.1-2007

CONSTRUCTION TYPE: II-B

SPRINKLERED: NO

OCCUPANCY TYPES: ASSEMBLY (A2)

PHASE I - CODE ANALYSIS DATA

PHASE I - LEVEL 1 :165 GROSS SQ METERS

PHASE I - TOTAL CONDITIONED SF: 139 SQ METERS

EXIT ACCESS TRAVEL DISTANCE (IBC 2018 TABLE 1017.2) (NON-SPRINKLERED): 60.96M

MINIMUM CORRIDOR WIDTH (IBC 2018 TABLE 1020.2): 1118MM

(IBC 2018 1005.3.2 ) “8”(OCC. LOAD) x 5.1MM = 40.8MM

MINIMUM DOOR WIDTH (IBC 2018 1010.1.1): 813MM

(IBC 2018 1005.3.2 ) “8”(OCC. LOAD) x 5.1MM = 40.8MM

MINIMUM RAMP WIDTH (IBC 2018 1012.5.1 / TABLE 1020.2): 1118MM

(IBC 2018 1005.3.2) “8” (OCC. LOAD) x 5.1MM = 40.8MM

EXIT ACCESS SEPARATION DISTANCE ( IBC 2018 1007.1.1)

(NON-SPRINKLERED): LEVEL 1 - “17.3M” / 2 = 8.65M MIN.

NUMBER OF EXITS (IBC 2018 TABLE 1006.2.1): 1

MAX. COMMON PATH OF EGRESS TRAVEL DISTANCE - (IBC 2018 TABLE 1006.2.1):

(NON-SPRINKLERED): 21 MM

MAXIMUM DEAD END CORRIDORS (IBC 2018 1020.4): 6M

SCALE: /REF:1 : 100 1 A3.00

2 LIFE SAFETY PLAN - PHASE II

PHASE II - LEVEL 1 :286.8 GROSS SQ METERS

PHASE II - TOTAL CONDITIONED SF: 255 SQ METERS

EXIT ACCESS TRAVEL DISTANCE (IBC 2018 TABLE 1017.2) (NON-SPRINKLERED): 60.96M

MINIMUM CORRIDOR WIDTH (IBC 2018 TABLE 1020.2): 1118MM

(IBC 2018 1005.3.2 ) “15”(OCC. LOAD) x 5.1MM = 76.5MM

MINIMUM DOOR WIDTH (IBC 2018 1010.1.1): 813MM

(IBC 2018 1005.3.2 ) “15”(OCC. LOAD) x 5.1MM = 76.5MM

MINIMUM RAMP WIDTH (IBC 2018 1012.5.1 / TABLE 1020.2): 1118MM

(IBC 2018 1005.3.2) “15” (OCC. LOAD) x 5.1MM = 76.5MM

EXIT ACCESS SEPARATION DISTANCE ( IBC 2018 1007.1.1)

(NON-SPRINKLERED): LEVEL 1 - “29.493M” / 2 = 14.746M MIN.

NUMBER OF EXITS (IBC 2018 TABLE 1006.2.1): 1

MAXIMUM DEAD END CORRIDORS (IBC 2018 1020.4): 6M

OCCUPANT LOAD REVIEW

Trash

T ra s h

Trash

T ra s h

T ra s h

Trash

T ra s h

Interior Ramp

Strip Curtain

T ra s h

T ra s h

T ra s h

Trash

T ra s h

MECH/ELEC

FREEZER

WAREWASH

TEMP

SERVERY /

WAIT

STATION

COOK

EXPEDITE

PREP

PANTRY

DRY

STORAGE

SERVERY /

WAIT

STATION

JANITOR

BBQ

CORRIDOR

COOLER

CORRIDOR

DOCK

BAKERY

CORRIDOR

STORAGE

TRASH

31178

K

IT

C H

E N

P

H A

S E

K

IT

C H

E N

P

H A

S E

200 2549

HOLD

5122 10023 8756

4787 3734

E Q

E Q

16B12B

12A

18B

18C

16A

18A

13 BA A A A

A A A A

FIXED SERVICE LADDER

STL. COLUMN

E

E

K

IT

C H

E N

P

H A

S E

K

IT

C H

E N

P

H A

S E

MECH/ELEC

TRASH

DOCK

FREEZER

COOLER

DRY

STORAGE

PREP

PANTRY

WAREWASH

TEMP

SERVERY /

WAIT

STATION

COOK

EXPEDITE

SERVERY /

WAIT

STATION

BAKERY

CORRIDOR

JANITOR

STORAGE

CORRIDOR

BBQ

REFER TO FOOD SERVICE SHEETS FOR LIGHTING REQUIREMENTS

A5.10

F il e N a m e

C o n tr a c t

N o

D ra w n b y

C o n tr a c t

D a te

D e s c ri p ti o n

S y m b o l

D a te

A p p r.

D e s c ri p ti o n

S y m b o l

D a te

A p p r.

A

B C D E

N O

V E

M B

E R

,2

D e s ig n e d b y

R e v ie w e d b y

P lo t D a te

P lo t S c a le

D rw g C o d e

S u b m it te d b y

UNITED STATES AGENCY

INTERNATIONAL DEVELOPMENT

USAID

Sheet

Reference Number

V A

R

IE

S

Is s u e d

D a te

NOTE: ALL DIMENSIONS ARE MILLIMETERS (mm) UNLESS OTHERWISE NOTED.

A

ID

-O A

A -I

-1 -0

F li v e ra b le

D a

/1

/2

:1 :3

A

M

B

IM

/U S

A

ID

E n g in e e ri n g

S u p p o rt

P ro g ra m

S o u th

S u d a n

/E S

P S

O S

U D

A N

K

IT

C H

E N

.r v t

K

IT

C H

E N

F L

O O

R P

L A

N S

R

E F

L E

C T

E D

C E

IL

IN

G P

L A

N S

P e re z A

P C

A1.00

U S

U

T H

S U

D A

N E

N G

IN

E

E R

IN

G

S U

P P

O R

T P

R O

G R

A M

/0

/2

K J L

M C

K

J L

M C

A

O B

P

S A

IS

S

U E

F O

R C

O N

S T

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C T

IO

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V

/1

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SCALE: 1 : 50

1 KITCHEN RECONSTRUCTION FLOOR PLAN

SCALE: 1 : 50

2 KITCHEN RECONSTRUCTION REFLECTED CEILING PLAN

Cooler Condenser

Freezer Condenser

Supply

FAN LOCATION

FREEZER

FAN LOCATION

COOLER

Exhaust DW HOOD FAN LOCATION

Exhaust

Exhaust

BBQ HOOD FAN LOCATION

A4.00

A4.00

K

IT

C H

E N

P

H A

S E

K

IT

C H

E N

P

H A

S E

31790

A4.00

DS DS DSGUTTER

DS DS

200mm HALF-ROUND GUTTER, TYP.

DS DS DS DS

INSTALL MEMBRANE

ROOFING FLAT PORTION

OF ROOF. SLOPE ROOF

FOR DRAINAGE TOWARD

BUILDING EDGE GUTTERS.

STANDING SEAM METAL ROOFING

VENT STACK

/ 1

/ 1

/ 1

/ 1

/ 1

/ 1

SOLAR

PHOTOVOTAIC

PANELS. REFER

TO ELECTRICAL.

KITCHEN HOOD FAN

LIGHTING PROTECTION, TYP

SEE ELEC.

FIXED SERVICE LADDER

ANCHORED TO CMU WALL,

PAINTED WITH HIGH

PERFORMANCE COATING

1000mm HIGH STL. 50mm DIA. PIPE GUARD RAIL.

COORDINATE PLACEMENT OF MECHANICAL

EQUIPMENT TO AVOID CONFLICTS. SET RAIL

400mm BACK FROM EDGE OF BUILDING. REFER

TO ROOFING MANUFACTURER'S DETAILS AND

INSTRUCTIONS FOR MOUNTING AND

ANCHORING TO SUBSTRATE.

STANDNG SEAM METAL ROOF

A2.00

A2.00

DS

GC TO SURVEY AND DOCUMENT EXISTING CONDITIONS AND EXISTING

LOCATION OF TUKUL ROOF OVERHANG, GUTTERS. AND DOWNSPOUTS

FOR THE ENTIRE DISTANCE THAT TUKUL AND KITCHEN ROOFARE

ALIGNED. GC TO REPAIR/REPLACE GUTTER ALONG TUKUL EDGE. GC TO

CONSTRUCT KITCHEN BUILDINGS SO THAT THE TWO ROOFS GUTTERS

ARE OVERLAPPED TO COMPLETELY ELIMINATE RAIN WATER GETTING

UNDER ROOFS AND WETTING FLOOR.

LOCATION LINE OF TUKUL ROOF AND GUTTERS. GC TO

FIELD VERIFY LOCATION OF TUKUL AND RELATION TO

KITCHEN BEGINING NEW WORK.

31790

8321 13646

GENERAL NOTES - ROOF PLAN

1. WHERE VENT PENETRATIONS OCCUR AT ROOF,

REFER TO DETAIL 2/A2.00 FOR TYPICAL CONDITION

2. 200mm GUTTERS AND DOWNSPOUTS, TYP.

3. INSTALL NEW KITCHEN EXHAUST VENTS AT ROOF.

REFER TO MECHANICAL AND FOOD SERVICE

DRAWINGS.

4.INSTALL NEW RTU ON 100mm CURB. INSTALL ON

NORTH/SOUTH SIDES OF EQUIPMENT TO ALLOW FOR

DRAINAGE ALONG THE EAST/WEST.

NOTES:

1. POSITION SQUARE BASED BOOTS IN A DIAMOND ORIENTATION WHERE POSSIBLE TO AID IN

DIVERTING WATER.

2. PIPE PENETRATION TO BE IN PAN OF PANEL ONLY.

3. FIELD CUT HOLE IN PANEL 25mm LESS THAN DIA. OF STACK BACK CUT HOLE AND BEND PANEL

UP AROUND STACK, SEAL CONTINUOUSLY.

4. IF PANELS ARE 750mm OR LONGER, CUT HOLE TO ALLOW FOR THERMAL MOVEMENT.

5. IF PIPE IS MADE OF METAL, IT MUST BE PAINTED TO PREVENT RUST RUN-OFF FROM STAINING

PANELS.

CONTINUOUS SEALANT

STAINLESS STEEL HOSE CLAMP

SET RUBBERIZED BOOT INTO

CONTINUOUS SEALANT, USE

FASTENERS AS SPEC'D BY

BOOT MANUFACTURER, SEAL

FASTENER HEADS

WATERPROOFING UNDERLAYMENT

ROOF PIPE

PENETRATION OF 100mm

DIA. OR LESS

RUBBERIZED BOOT

FLASHING

MEMBRANE ROOFING

SYSTEM AS SPECIFIED

FASTENERS AS SPECIFIED.

CONCRETE & CORRUGATED METAL

ROOF DECK SUBSTRATE

VENT CAP

EQUIPMENT

SUPPORT BRACKET

SEALANT

100MM CURB

MEMBRANE

ROOFING

FASTENER

MEMBRANE ROOFING

SYSTEM OVER DECK

SUBSTRATE

KITCHEN EXHAUST HOOD

GYP. BD. SHAFT WALL ASSEMBLY:

1. 25.4mm GYPSUM LINER PANEL

2. 64mm CH STUDS, 20ga.

3. (2) LAYERS 15.9mm

FIRE RATED GYP. BD., TAPED

AND FLOATED.

EXHAUST FAN. REFER TO

MECHANICAL FOR DETAILS

INSTALL 50 X 200 TREATED WOOD

CURB AT PERIMETER OF SHAFTWALL

ASSEMBLY.

INSTALL METAL FLASHING AND

COUNTER FLASHING AT CURB.

INSTALL SHAFTWALL ASSEMBLY TO

UNDERSIDE OF ROOF DECK.

INSTALL FIRE CAULK TO ENTIRE

PERIMETER INCLUDING AT

CUTOUTS WHERE SHAFTWALL

ADJOINS STRUCTURAL STEEL

PURLINS. REFER TO STRUCTURAL

FOR FRAMING DETAILS.

200200

UL DESIGN NUMBER. U415 (2-HR) SHAFT WALL

INSTALL METAL FLASHING AND

COUNTER FLASHING AT CURB.

STANDING SEAM MTL. ROOF ON

STRUCTURAL STEEL FRAME

(2) LAYERS FIRE-RATED 15.9mm GYP. BD.

SHEATHING @ SHAFTWALL, MAINTAIN FIRE-

RATED CONSTRUCTION ASSEMBLY

GYP. BD. CEILING

F il e N a m e

C o n tr a c t

N o

D ra w n b y

C o n tr a c t

D a te

D e s c ri p ti o n

S y m b o l

D a te

A p p r.

D e s c ri p ti o n

S y m b o l

D a te

A p p r.

A

B C D E

N O

V E

M B

E R

,2

D e s ig n e d b y

R e v ie w e d b y

P lo t D a te

P lo t S c a le

D rw g C o d e

S u b m it te d b y

UNITED STATES AGENCY

INTERNATIONAL DEVELOPMENT

USAID

Sheet

Reference Number

V A

R

IE

S

Is s u e d

D a te

NOTE: ALL DIMENSIONS ARE MILLIMETERS (mm) UNLESS OTHERWISE NOTED.

A

ID

-O A

A -I

-1 -0

F li v e ra b le

D a

/1

/2

:1 :3

A

M

B

IM

/U S

A

ID

E n g in e e ri n g

S u p p o rt

P ro g ra m

S o u th

S u d a n

/E S

P S

O S

U D

A N

K

IT

C H

E N

.r v t

R O

O F

P L

A N

P e re z A

P C

A2.00

U S

U

T H

S U

D A

N E

N G

IN

E

E R

IN

G

S U

P P

O R

T P

R O

G R

A M

/0

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K J L

M C

K

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M C

A

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S

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/1

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SCALE: 1 : 50

1 ROOF PLAN

SCALE: 1 : 10

2 SANITARY VENT STACK AT ROOF

SCALE: /REF:1 : 5

3 MECHANICAL EQUIPMENT CURB DETAIL

SCALE: /REF:1 : 10 1 A2.00

4 2-HR. RATED SHAFT WALL @ KITCHEN EXHAUST FAN

NOTE:

COORDINATE CURB INSTALLATION WITH STRUCTURAL. ALSO, REFER TO

ROOFING MANUFACTURER'S DETAILS AND INSTRUCTIONS FOR MOUNTING

AND ANCHORING TO SUBSTRATE.

NOTE:

REFER TO ROOFING MANUFACTURER'S DETAILS AND

INSTRUCTIONS FOR MOUNTING AND ANCHORING TO

SUBSTRATE.

LEVEL 1

482115

LEVEL 2

485252

K

IT

C H

E N

P

H A

S E

K

IT

C H

E N

P

H A

S E

STANDING SEAM PRE-FINISHED

METAL ROOFING, TYPICAL.

ALUMINNUM FRAME

SLIDING

TRANSACTION

WINDOW

OVERHEAD COILING DOOR

GRADE

480625

ALIGN STUCCO CONTROL JOINT

WITH EDGE OF WINDOW.

T Y

P

TYP.

4001600 TYP.

PRE-FINISHED

METAL GUTTERS &

DOWNSPOUTS, TYPICAL.

CEMENT PLASTER

STUCCO FINISH OVER

REINFORCED CONCRETE

MASONRY UNIT (CMU)

WALL

B

A A A A

ALIGN STUCCO CONTROL JOINT

WITH EDGE OF OPENING

LEVEL 1

482115

LEVEL 2

485252

K

IT

C H

E N

P

H A

S E

K

IT

C H

E N

P

H A

S E

GRADE

480625

FIXED SERVICE LADDER

1600 TYP.

TYP.

T Y

P

A A A A

LEVEL 1

482115

LEVEL 2

485252

500 / 1000

PREFINISHED

METAL FASCIA

PANELS

ALUMINIUM FRAMED

SCREENED WINDOWS

PREFINISHED METAL WALL PANELS

GRADE

480625

NOTE: REFER TO A3.01 FOR

PHASE 1 NORTH ELEVATION

EQ EQ

PRECAST SILL

18A

EE

LEVEL 1

482115

LEVEL 2

485252

500 / 1000

GRADE

480625

F il e N a m e

C o n tr a c t

N o

D ra w n b y

C o n tr a c t

D a te

D e s c ri p ti o n

S y m b o l

D a te

A p p r.

D e s c ri p ti o n

S y m b o l

D a te

A p p r.

A

B C D E

N O

V E

M B

E R

,2

D e s ig n e d b y

R e v ie w e d b y

P lo t D a te

P lo t S c a le

D rw g C o d e

S u b m it te d b y

UNITED STATES AGENCY

INTERNATIONAL DEVELOPMENT

USAID

Sheet

Reference Number

V A

R

IE

S

Is s u e d

D a te

NOTE: ALL DIMENSIONS ARE MILLIMETERS (mm) UNLESS OTHERWISE NOTED.

A

ID

-O A

A -I

-1 -0

F li v e ra b le

D a

/1

/2

:1 :3

A

M

B

IM

/U S

A

ID

E n g in e e ri n g

S u p p o rt

P ro g ra m

S o u th

S u d a n

/E S

P S

O S

U D

A N

K

IT

C H

E N

.r v t

B U

IL

D

IN

G

E L

E V

A T

IO

N

S P e re z A

P C

A3.00

U S

U

T H

S U

D A

N E

N G

IN

E

E R

IN

G

S U

P P

O R

T P

R O

G R

A M

/0

/2

K J L

M C

K

J L

M C

A

O B

P

S A

IS

S

U E

F O

R C

O N

S T

R U

C T

IO

N

R E

V

/1

/2

SCALE: 1 : 50

1 WEST ELEVATION

SCALE: 1 : 50

2 EAST ELEVATION

SCALE: 1 : 50

3 NORTH ELEVATION

SCALE: 1 : 50

4 SOUTH ELEVATION

PIPE RAILING AT FLAT

ROOF

PREFINISHED METAL WALL

PANELS AT WALL BEYOND

C.J.C.J.C.J.

LEVEL 1

482115

LEVEL 2

485252

A6.00

A6.00

COOK

EXPEDITE

TEMP

SERVERY /

WAIT

STATION

GRADE

480625

LEVEL 1

482115

LEVEL 2

485252

DOCK

COOLER

PREP

PANTRY

COOK

EXPEDITE

BAKERY

CORRIDOR

JANITOR

BBQ

EQUIPMENT PLATFORM

GRADE

480625

A6.00

LEVEL 1

482115

LEVEL 2

485252

500 / 1000 A6.00

FREEZER

COOLER

PREP

PANTRY

GRADE

480625

F il e N a m e

C o n tr a c t

N o

D ra w n b y

C o n tr a c t

D a te

D e s c ri p ti o n

S y m b o l

D a te

A p p r.

D e s c ri p ti o n

S y m b o l

D a te

A p p r.

A

B C D E

N O

V E

M B

E R

,2

D e s ig n e d b y

R e v ie w e d b y

P lo t D a te

P lo t S c a le

D rw g C o d e

S u b m it te d b y

UNITED STATES AGENCY

INTERNATIONAL DEVELOPMENT

USAID

Sheet

Reference Number

V A

R

IE

S

Is s u e d

D a te

NOTE: ALL DIMENSIONS ARE MILLIMETERS (mm) UNLESS OTHERWISE NOTED.

A

ID

-O A

A -I

-1 -0

F li v e ra b le

D a

/1

/2

:1 :3

A

M

B

IM

/U S

A

ID

E n g in e e ri n g

S u p p o rt

P ro g ra m

S o u th

S u d a n

/E S

P S

O S

U D

A N

K

IT

C H

E N

.r v t

B U

IL

D

IN

G

S E

C T

IO

N

S P e re z A

P C

A4.00

U S

U

T H

S U

D A

N E

N G

IN

E

E R

IN

G

S U

P P

O R

T P

R O

G R

A M

/0

/2

K J L

M C

K

J L

M C

A

O B

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S A

IS

S

U E

F O

R C

O N

S T

R U

C T

IO

N

R E

V

/1

/2

SCALE: /REF:1 : 50 1 A2.00

1 BUILDING SECTION

SCALE: /REF:1 : 50 1 A2.00

2 BUILDING SECTION

SCALE: /REF:1 : 50 1 A2.00

3 BUILDING SECTION

KI

TC

HE

N

- P

HA

SE

KI

TC

HE

N

- P

HA

SE

Trash

Tr as h

Trash

Tr as h

Tr as h

Trash

Tr as h

Interior Ramp

Strip Curtain

Tr as h

Tr as h

Tr as h

Trash

Tr as h

MECH/ELEC

03 FREEZER

WAREWASH

TEMP

SERVERY /

WAIT

STATION

COOK

EXPEDITE

09PREP

PANTRY

DRY

STORAGE

JANITOR

BBQ

CORRIDOR

COOLER

CORRIDOR

DOCK

BAKERY

CORRIDOR

STORAGE

TRASH

SERVERY / WAIT

STATION

B

B

C

C

C

C

A A

A

A AC

C

CC

C

C

A

A C C C

CC

CCCC

B

PANEL KP2

WPPANEL KP1A

2 2

KP2-2

1 11

KP2-1

12 12

12 12

C

C

12 12 12 12

12PANEL KP1B

KP1A-10

KP1A-12

PANEL KDP

F

EF-A

1 1

1 1

K

IT

C H

EN

L

IG

H

TI

N

G F

LO

O

R P

LA

N

E2.01

SCALE: 1 : 501 LIGHTING FLOOR PLAN

Fi le

N am e:

C on tr ac t N o:

D ra w n by

C on tr ac t D at e:

D es cr ip tio n

Sy m bo l

D at e A pp r.

D es cr ip tio n

Sy m bo l

D at e A pp r.

A

B C D E

N O

VE

M

B

ER

0, D es ig ne d by

R ev ie w ed b y:

Pl ot

D at e:

Pl ot

S ca le

D rw g.

C od e:

Su bm itt ed b y:

UNITED STATES AGENCY

INTERNATIONAL DEVELOPMENT

USAID

Sheet Reference Number

VA

R

IE

S

Is su ed D at e:

NOTE: ALL DIMENSIONS ARE MILLIMETERS (mm) UNLESS OTHERWISE NOTED.

A

ID

-O A

A -I-

-0

F0

D el iv er ab le

D at e:

VOLUME 2

B

IM

U

SA

ID

E ng in ee rin g

Su pp or t P ro gr am

So ut h Su da n/

ES

P

SO

S

U D

A N

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IT

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PC

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IN

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SU

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PR

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H K

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LH

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SU

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FO

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ST

R

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TI

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. 2

/0

1/

/1 6/

SHEET NOTES

1. SEE SHEET E6.01 FOR LUMINAIRE

SCHEDULE.

2. COORDINATE WITH REFLECTED

CEILING PLAN.

3. SEE SHEET E9.01 FOR

COORDINATION BETWEEN PHASE 1

AND PHASE 2 INSTALLATION.

KEYED NOTES

WALK-IN COOLER / FREEZER

LUMINAIRES SHALL BE PROVIDED BY

KITCHEN EQUIPMENT SUPPLIER AND

INSTALLED BY ELECTRICAL

CONTRACTOR.

* SEE SHEET E2.02 FOR

CIRCUITING