ATTACHMENT 3- 90 Percent Design Drawings of RC Kitchen.pdf

A.F.F. ABOVE FINISH FLOOR

A.F.G. ABOVE FINISH GRADE

A.F.R. ABOVE FINISH ROOF

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADJ. ADJUSTABLE

ALUM. ALUMINUM

APPROX. APPROXIMATELY

ASB ASBESTOS

ATTEN. ATTENUATION

BD. BOARD

BLDG. BUILDING

BLK. BLOCK

BM. BEAM

BOL. BOLLARD

BOT. BOTTOM

C.B. CATCH BASIN

C.G. CORNER GUARD

C.J. CONTROL JOINT

C.M.U. CONCRETE MASONRY UNIT

C.O. CLEAN OUT

C.R. COLD ROLLED

CEM. CEMENT

CLG. CEILING

COL. COLUMN

CONC. CONCRETE

CONST. CONSTRUCTION

CONT. CONTINUOUS

DBL. DOUBLE

DEMO. DEMOLITION

DET. DETAIL

DIA. DIAMETER

DIAG. DIAGONAL

DIM. DIMENSION

DISP. DISPENSER

DN. DOWN

DWG DRAWING

E.J. EXPANSION JOINT

E.W. EACH WAY

E.W.C. ELECTRIC WATER COOLER

EA. EACH

EL. ELEVATION

ELEC. ELECTRICAL

ENAM. ENAMEL

EOS EDGE OF SLAB

EQ. EQUAL

EQUIP. EQUIPMENT

EXIST. EXISTING

EXP. EXPANSION

EXT. EXTERIOR

F.H. FLAT HEAD

F.R. FIRE RESISTANCE

FD FLOOR DRAIN

FDN. FOUNDATION

FEC FIRE EXTINGUISHER CABINET

FIN. FINISH

FLR. FLOOR

FLUOR. FLUORESCENT

FOC FACE OF CONCRETE

FRM. FRAME

FRP FIBERGLASS REINFORCED PANEL

FT. FOOT

G.I. GALVANIZED IRON

GA. GAUGE

GALV. GALVANIZED

GEN. GENERAL

GSF GROSS SQUARE FOOT

GYP. GYPSUM

GYP. BD. GYPSUM BOARD

GWB GYPSUM WALL BOARD

H.M. HOLLOW METAL

H.R. HANDRAIL

HORIZ. HORIZONTAL

HT. HEIGHT

I.D. INSIDE DIMENSION

IN. INCH

INSUL. INSULATION

INT. INTERIOR

INV. INVERT

J.B. JUNCTION BOX

JT. JOINT

LM LIMESTONE

LT. WT. LIGHT WEIGHT

MANUF. MANUFACTURER

MAX. MAXIMUM

MB MODIFIED BITUMEN

MBR MODIFIED BITUMEN ROOFING

MECH. MECHANICAL

MET. METAL

MFR. MANUFACTURER

MIN. MINIMUM

MRF METAL ROOF FINISH

MTL. METAL

N.I.C. NOT IN CONTRACT

NOM. NOMINAL

NTS NOT TO SCALE

O.C. ON CENTER

OCC. OCCUPANCY

O.D. OUTSIDE DIAMETER

OD OVERFLOW DRAIN

OPP. OPPOSITE HAND

OPG. OPENING

P PAINT

PARTN. PARTITION

PLAS. PLASTER

PLWD. PLYWOOD

PV PHOTOVOLTAIC

Q.T. QUARRY TILE

RD ROOF DRAIN

R.O. ROUGH OPENING

RAD. RADIUS

RCP REFLECTED CEILING PLAN

RE. REFERENCE

REC. RECESSED

REINF. REINFORCED

REQ'D REQUIRED

RET. RETAINING

RM. ROOM

SABS SOLAR ARRAY BATTERY STORAGE

S.B.S. STYRENE BUTADIENE STYRENE

S.S. STAINLESS STEEL

SCHED. SCHEDULE

SECT. SECTION

SH SHUTTER

SHT. SHEET

SIM SIMILAR

SL. SLOPE

SPEC. SPECIFICATIONS

SQ. SQUARE

STC SOUND TRANSMISSION CLASS

STD. STANDARD

STL. STEEL

STRUCT. STRUCTURAL

SUSP. SUSPENDED

T.O.C. TOP OF CONCRETE

T.O.S. TOP OF STEEL

T&B TOP AND BOTTOM

TC TERRA COTTA

THRU THROUGH

TYP. TYPICAL

U.O.N. UNLESS OTHERWISE NOTED

U.N.O. UNLESS NOTED OTHERWISE

V.I.F. VERIFY IN FIELD

V.C.P. VERIFIED CLAY PIPE

V.W.M. VERIFY WITH MANUFACTURER

VCT VINYL COMPOSITION TILE

VERT. VERTICAL

W/ WITH

W.F. WIDE FLANGE

W.P. WATERPROOF

W.W.F. WELDED WIRE FABRIC

WTR.RES. WATER RESISTANT

WD. WOOD

XB X-BRACING

ABBREVIATIONS

GRAPHICS LEGEND

DRAWING NUMBER

DIRECTION OF

SECTION CUT

SHEET NO. WHERE

DRAWING APPEARS

DRAWING NUMBER

SHEET NO. WHERE

DRAWING APPEARS

XX

X.XX

X.XX X

DRAWING NUMBER

DRAWING TITLE

SCALE

PROJECT NORTH

NAME

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

NORTH ARROW

SECTION CUT

BUILDING ELEVATION

DETAIL CALLOUT

DRAWING NUMBER

SHEET NO. WHERE

DRAWING APPEARS

INFORMATION IN

CALLOUT

03 45 00.A

KEYNOTE

NUMBER REFERENCES

ITEM'S LOCATION IN

SPECIFICATIONS

VIEW TITLE

TRUE NORTH

XX

X.XX

PLAN REVIEW DATA

A. APPLICABLE CODES

-2018 INTERNATIONAL BUILDING CODE (IBC)

-2010 AMERICANS WITH DISABILITIES ACT (ADA)

-2015 NFPA 101 LIFE SAFETY CODE

-2015 NFPA 70 NATIONAL ELECTRICAL CODE

-2015 NFPA 70E ELECTRICAL SAFETY REQUIREMENTS FOR

EMPLOYEE WORKPLACES

-2015 NFPA 72 NATIONAL FIRE ALARM CODE

-2015 NFPA 780 LIGHTNING PROTECTION CODE

B. OCCUPANCY TYPES

-ASSEMBLY (A-2)

C. CONSTRUCTION TYPE

-II-B

*FOR ADDITIONAL LIFE SAFETY INFORMATION SEE LIFE SAFETY

PLAN

PROJECT DIRECTORY

OWNER

USAID SOUTH SUDAN

US EMBASSY JUBA, SOUTH SUDAN

RICHARD NYARSUK (rnyarsuk@usaid.gov) 091-212-0313

ARCHITECT

PEREZ, APC

2525 BURGUNDY ST.

NEW ORLEANS, LA 70117

ANGELA O'BYRNE (aobyrne@e-perez.com) 504-584-5107

MARK CLAYTON (mclayton@e-perez.com) 504-383-7059

CIVIL ENGINEER

PEREZ, APC

2525 BURGUNDY ST.

NEW ORLEANS, LA 70117

WILLIAM LYONS (wlyons@e-perez.com) 978-996-4252

STRUCTURAL ENGINEER

ROBERT SILMAN ASSOCIATES

32 OLD SLIP 10TH FLOOR

NEW YORK, NY 10005

ALBERTO MENA (mena@silman.com) 212-620-7970

MECHANICAL / PLUMBING / FIRE PROTECTION ENGINEER

COSENTINI

498 SEVENTH AVE.

NEW YORK, NY 10018

GENE GAGLIANO (ggaliano@cosentini.com) 212-615-3827

ELECTRICAL ENGINEER

HCS GROUP PC

8401 CROSSLAND LOOP

MONTGOMERY, AL 36117-8485

KENY HORNSBY (kent@hcsgroupet.com) 334-391-0048

FOOD AND BEVERAGE CONSULTANT

CMc Design LLC CAM MCCALL(cam@cmcdesignllc.com) 504-329-9024

SCOPE OF WORK

RENOVATION AND PHASED RECONSTRUCTION OF EXISTING KITCHEN

FACILITY WHICH INCLUDE UPGRADES TO COMMERCIAL KITCHEN

STANDARDS AND AMENITIES TO ACCOMODATE PLANNED INCREASED

DINING CAPACITY.

F il e N a m e

C o n tr a c t

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D ra w n b y

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D a te

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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.

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DRAWING INDEX

Contract / Job Order No..:

USAID SOUTH SUDAN, ENGINEERING SUPPORT

PROGRAM

RESIDENTIAL COMPOUND KITCHEN

RENOVATION

JUBA, SOUTH SUDAN

9/16/2022

ISSUE FOR CONSTRUCTION REV. 2

AID-OAA-I-15-00051 / 72066820F00003

NO. SHEET DESCRIPTION

FS13 KITCHEN FLOOR PLANS HOOD SYSTEM DETAILS (5 OF 12)

FS14 KITCHEN FLOOR PLANS HOOD SYSTEM DETAILS (6 OF 12)

FS15 KITCHEN FLOOR PLANS HOOD SYSTEM DETAILS (7 OF 12)

FS16 KITCHEN FLOOR PLANS HOOD SYSTEM DETAILS (8 OF 12)

FS17 KITCHEN FLOOR PLANS HOOD SYSTEM DETAILS (9 OF 12)

FS18 KITCHEN FLOOR PLANS HOOD SYSTEM DETAILS (10 OF

12)

FS19 KITCHEN FLOOR PLANS HOOD SYSTEM DETAILS (11 OF

12)

FS20 KITCHEN FLOOR PLANS HOOD SYSTEM DETAILS (12 OF

12)

NO. SHEET DESCRIPTION

P-300 PLUMBING RISER DIAGRAM

P-501 PLUMBING DETAILS

09 ELECTRICAL

ED1.01 SITE NOTES & LEGENDS

ED1.02 DEMOLITION PLAN - KITCHEN (PHASE 1 AND PHASE 2)

E0.01 ELECTRICAL SYMBOLS, LEGENDS, & ABBREVIATIONS

E0.02 GENERAL ELECTRICAL DESIGNATIONS

E1.01 SITE OVERVIEW PLAN

E1.02 ENLARGMENT UNDERGROUND DISTRIBUTION

E1.03 ENLARGEMENT UNDERGROUND DISTRIBUTION

E2.01 KITCHEN LIGHTING FLOOR PLAN

E2.02 KITCHEN POWER FLOOR PLAN

E2.03 KITCHEN ELECTRICAL ROOF PLAN

E2.04 KITCHEN AUXILIARY FLOOR PLAN

E4.01 UNDERGROUND UTILITY REQUIREMENT

E4.02 UNDERGROUND UTILITY SECTIONS

E4.03 HANDHOLE INSTALLATION

E5.01 GROUNDING AND BONDING REQUIREMENTS

E5.02 TYPICAL GROUNDING DETAILS

E5.03 DISCONNECT SWITCH SYSTEM DETAILS

E5.04 TYPICAL RACEWAY INSTALLATION DETAILS

E5.05 TYPICAL CONDUIT PENETRATIONS DETAILS

E5.06 TYPICAL RECEPTACLE DETAILS

E6.01 LUMINAIRE SCHEDULE, NOTES AND SCHEDULES

E7.00 TYPICAL PANELBOARD DETAILS AND REQUIREMENTS

E7.01 PANELBOARD SCHEDULES

E8.01 KITCHEN - LIGHTNING PROTECTION PLAN

E8.02 LIGHTNING PROTECTION SYSTEM DETAILS

E8.03 LIGHTNING PROTECTION SYSTEM DETAILS

E9.00 SINGLELINE DIAGRAM NOTES, SYMBOLS AND

SCHEDULES

E9.01 SINGLE LINE DIAGRAM

E9.02 GENERAL EQUIPMENT SCHEDULE

10 FIRE PROTECTION

FA2.01 KITCHEN FIRE ALARM FLOOR PLAN

FA5.01 FIRE ALARM SCHEDULE AND LEGEND

11 FOOD AND BEVERAGE

FS1 KITCHEN FLOOR PLANS EQUIPMENT PLAN

FS2 KITCHEN FLOOR PLANS ELECTRICAL PLAN

FS3 KITCHEN FLOOR PLANS MECHANICAL PLAN

FS4 KITCHEN FLOOR PLANS SLAB PENETRATION PLAN

FS5 KITCHEN FLOOR PLANS EQUIPMENT DETAILS (1 OF 4)

FS6 KITCHEN FLOOR PLANS EQUIPMENT DETAILS (2 OF 4)

FS7 KITCHEN FLOOR PLANS EQUIPMENT DETAILS (3 OF 4)

FS8 KITCHEN FLOOR PLANS EQUIPMENT DETAILS (4 OF 4)

FS9 KITCHEN FLOOR PLANS HOOD SYSTEM DETAILS (1 OF 12)

FS10 KITCHEN FLOOR PLANS HOOD SYSTEM DETAILS (2 OF 12)

FS11 KITCHEN FLOOR PLANS HOOD SYSTEM DETAILS (3 OF 12)

FS12 KITCHEN FLOOR PLANS HOOD SYSTEM DETAILS (4 OF 12)

NO. SHEET DESCRIPTION

01 GENERAL

G0.10 COVER SHEET

G0.20 TYPICAL MOUNTING HEIGHTS AND A.D.A INFORMATION

02 CIVIL

C001 GENERAL NOTES KITCHEN

C100 DEMOLITION PLAN FOR KITCHEN

C101 SITE PLAN FOR KITCHEN

C200 BMP DETAILS KITCHEN

C201 CONSTRUCTION DETAILS KITCHEN

03 SITE

AS1.00 EXISTING PHOTOS

AS1.01 EXISTING SITE PLAN

AS1.02 SITE PLANS

LS1.00 LIFE SAFETY PLANS

04 DEMOLITION

D1.00 PHASING PLAN & CONCRETE FLOOR SLAB PLAN

05 ARCHITECTURAL

A1.00 KITCHEN FLOOR PLANS & REFLECTED CEILING PLANS

A2.00 ROOF PLAN

A3.00 BUILDING ELEVATIONS

A3.01 EXTERIOR ELEVATIONS - PHASE 1

A4.00 BUILDING SECTIONS

A5.00 DOOR SCHEDULE, FINISH SCHEDULE & DETAILS

A5.10 OPENING DETAILS

A6.00 WALL SECTIONS

A7.00 TYPICAL CMU DETAILS

06 STRUCTURAL

S0.01 GENERAL STRUCTURAL NOTES, LEGEND,

ABBREVIATIONS

S0.02 LEGEND, ABBREVIATIONS - KITCHEN

S1.01 FIRST FLOOR FRAMING PLAN

S1.02 ROOF FRAMING PLAN

S2.01 SECTIONS

S5.01 TYPICAL DETAILS

S5.02 TYPICAL DETAILS

S5.03 TYPICAL DETAILS

S5.04 TYPICAL DETAILS

07 MECHANICAL

M-001 MECHANICAL COVER SHEET

M-100 MECHANICAL 1ST FLOOR & ABOVE CEILING FLOOR PLANS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

08 PLUMBING

P-001 PLUMBING LEGEND AND DRAWING LIST

P-100 PLUMBING UNDERGROUND PLAN

P-101 PLUMBING -1ST FLOOR PLAN

ATTACHMENT 3- 90 Percent Design Drawings of RC Kitchen

M A

X

M

IN

155 MIN.

915 MIN.

1525 MIN.

M

IN

6.

T O

6.

M A

X

TYPICAL DOOR CLEARANCES

SCALE: 1:50

M

IN

760 MIN.

2 W.C. & GRAB BAR LAYOUT

SCALE: 1:50

203 152

THERMOSTAT

POWER OR TELEPHONE OUTLET

ADDITIONAL OUTLET

WHERE OCCURS

LOCATIONS @ CORNERS

M

IN

FIRE ALARM

STROBE /

HORN

SWITCHES AND DIMMERS

GANG UNDER ONE PLATE

1 WALL FIXTURE MOUNTING LOCATIONS

SCALE: 1:50

FIRE ALARM

STROBE /

HORN

THERMOSTAT

POWER, TELEPHONE, OR

A/V CLUSTER CENTERED

ON COLUMN

LOCATIONS @ COLUMNS

*NOTE: ALL FIXTURES MOUNTED VERTICALLY UNLESS OTHERWISE NOTED

LOCATIONS @ DOORS

SWITCHES AND DIMMERS

CENTERED ON COLUMN

EQ EQ

THERMOSTAT

POWER OR TELEPHONE OUTLET

FIRE ALARM

STROBE /

HORN

SWITCHES AND DIMMERS

GANG UNDER ONE PLATE

M

IN

M

IN

LOCATIONS @ FIRE EXTINGUISHER CABINETS

FIRE ALARM PULL

FIRE ALARM

STROBE /

HORN

LOCATIONS @ WALLS ADJACENT TO DOORS

(OPEN DOOR)

SWITCHES AND DIMMERS

AND MOTION SENSORS

LOCATIONS @ COUNTERS

THERMOSTAT

SWITCHES, DIMMERS,

TELEPHONE OUTELTS, &

POWER OUTLETS

3 THRESHOLDS

SCALE: 1:50

POWER AND

TELEPHONE

OUTLETS, MOUNT

HORIZONTALLY

WORK SURFACE

LOCATIONS @ WORK SURFACES

4 PROTRUDING OBJECTS

SCALE: 1:50

A B

O V

E

100 MAX.

ANY AMT.

5 REACH RANGES

SCALE: 1:50

CLEAR FLOOR SPACE

M

IN

M

IN

205 MIN.

280 MIN.

KNEE CLEARANCE UNOBSTRUCTED FORWARD REACH

M

IN

M A

X

255 MAX.

UNOBSTRUCTED SIDE REACH CLEAR WIDTH

915 MIN.

815 MIN.

M A

X

M A

X

M

IN

M A

X

.455 CL

X

FRONT APPROACH

PULL SIDE

FRONT APPROACH

PUSH SIDE

LATCH APPROACH

PULL SIDE

Y

LATCH APPROACH

PUSH SIDE

Y

HINGE APPROACH

PULL SIDE

Y

X

HINGE APPROACH

PUSH SIDE

Y

X = 0

X = 305 IF DOOR HAS CLOSER & LATCH

Y = 1220

Y = 1370 IF DOOR HAS CLOSER

Y = 1065

Y = 1220 IF DOOR HAS CLOSER

IF Y = 1525 THEN X = 915

IF Y = 1370 THEN X = 1065

Y = 1065

Y = 1220 IF DOOR HAS CLOSER

*ALL DIMENSIONS SHOWN ARE MINIMUM

DOORS IN SERIES DOORS IN SERIES DOORS IN SERIES

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P lo t D a te

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S u b m it te d b y

UNITED STATES AGENCY

INTERNATIONAL DEVELOPMENT

USAID

Sheet

Reference Number

V A

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Is s u e d

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

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UNITED STATES AGENCY

INTERNATIONAL DEVELOPMENT

USAID

Sheet Reference Number

Su bm itt ed b y:

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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

R

IE

S

C on tr ac t N o:

A

ID

-O A

A -I-

-0

F0

IS

SU

E

FO

R C

O N

ST

R

U C

TI

O

N R

EV

.2

U

SA

ID

S

O U

TH

S

U D

A N

, E N

G

IN

EE

R

IN

G

SU

PP

O R

T

PR

O G

R A

M

D

EM

O

LI

TI

O

N P

LA

N

F O

R K

IT

C

H

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

IS

SU

E

FO

R C

O N

ST

R

U C

TI

O

N R

EV

.2

U

SA

ID

S

O U

TH

S

U D

A N

, E N

G

IN

EE

R

IN

G

SU

PP

O R

T

PR

O G

R A

M

SI

TE

P

LA

N F

O R

K

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

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

IS

SU

E

FO

R C

O N

ST

R

U C

TI

O

N R

EV

.2

U

SA

ID

S

O U

TH

S

U D

A N

, E N

G

IN

EE

R

IN

G

SU

PP

O R

T

PR

O G

R A

M

C200

B M

P D

ET

A

IL

S

K

IT

C H

EN

CRUSHED AGGREGATE ENTRANCE/EXIT PAD

PAVED STREET 15m MIN.

0m m M

IN

4M

NOTE:

CRUSHED AGGREGATE PAD IS REQUIRED TO PROVIDE BUFFER

AREA WHERE VEHICLES CAN DROP THEIR MUD AND SEDIMENT

TO AVOID TRANSPORTING IT ONTO PAVED STREETS, TO

CONTROL EROSION FROM SURFACE RUNOFF, AND TO HELP

CONTROL DUST.

1. DEMOLITION AND REMOVALS

3. SITEWORK CONSTRUCTION

4. ROUGH GRADING (SLOPES)

5. SITE GRADING

6. ROUTINE MAINTENANCE

2. STOCKPILE AREAS INSTALL SILT FENCING, STRAW BALES,

AND OTHER BMPS AS NECESSARY

CLEAR AND STRIP SITE OR WORK AREA

AS REQUIRED TO INSTALL BMPS IN

ACCORDANCE WITH THE CRITERIA PLANS

OR AS NECESSARY. INSTALL SILT FENCES,

STRAW BALES, SEDIMENT TRAPS, INLET

PROTECTION, AND OTHER BMPS AS

NECESSARY.

PERFORM TEMPORARY SEEDING OR

SODDING AS SLOPES ARE COMPLETED

STABILIZE AND SEED OR SOD AS EACH

AREA OF WORK IS COMPLETED

MAINTAIN SILT FENCES AND OTHER BMPS

INSTALL SEDIMENT TRAPS OR ADD BMPS

AS NECESSARY.

AFTER STABILIZATION OF GRADED AREAS

AND AS APPROVED BY THE C.O.R. THE

CONTRACTOR MAY REMOVE AND

STABILIZE ALL BMP MEASURES.

MAINTENANCE REPAIRS OR ADJUSTMENTS TO BMPS SHALL BE PERFORMED

IMMEDIATELY OR AS DIRECTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE.

CONSTRUCTION SCHEDULING AND BEST

MANAGEMENT PRACTICES (BMP)

IMPLEMENTATION SCHEDULE

CONSTRUCTION ACTIVITY

FINAL STABILIZATION OF WORK

AREAS AND COMPLETION OF

LANDSCAPING

7.

BEST MANAGEMENT PRACTICES PLAN

GENERAL NOTES:

1. STORMWATER MANAGEMENT PLANS, INCLUDING BMPS, ARE INTENDED TO ENSURE

COMPLIANCE WITH SECTION 438 OF THE ENERGY INDEPENDENCE AND SECURITY ACT

2. THE SEDIMENT AND EROSION CONTROL BMP'S INDICATED HEREIN ARE INTENDED AS A

MINIMUM BMP PLAN. THE BMP PLAN SHALL BE AMENDED AS NECESSARY FOR THE

SPECIFIC PROJECT REQUIREMENTS AS DIRECTED BY THE CONTRACTING OFFICERS

REPRESENTATIVE.

3. EROSION AND SEDIMENT CONTROL SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR. THE CONTRACTOR SHALL DEVELOP A SITE SPECIFIC BEST MANAGEMENT

PRACTICES (BMP) PLAN DESIGNED FOR THE SPECIFIC METHOD(S) OF CONSTRUCTION

PREFERRED BY THE CONTRACTOR FOR EACH PHASE OF CONSTRUCTION. THE

CONTRACTOR'S BMP PLAN SHALL MEET THE LOCAL REQUIREMENTS PROJECT

SPECIFICATIONS, AND THE MINIMUM BMP REQUIREMENTS SHOWN IN THIS PLAN SET. THE

CONTRACTOR'S BMP PLAN SHALL BE DESIGNED TO MINIMIZE EROSION OF THE EXISTING

SITE, NEWLY GRADED AREAS OF THE SITE, AND SHALL NOT ALLOW ANY SEDIMENTS TO

EXIT THE PROJECT SITE.

4. CONTRACTOR MAY PROPOSE BMP MEASURES IN ADDITION TO THOSE AS PRESENTED

ON THIS SHEET. ALL BMP'S SHALL BE APPROVED BY THE CONTRACTING OFFICER'S

REPRESENTATIVE PRIOR TO IMPLEMENTATION, AND INSTALLED PER DETAILS.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER APPLICATION OF ALL BMP'S.

THE CONTRACTOR MAY IMPLEMENT BMPS NOT LIMITED TO THE BMPS PRESENTED AS

NECESSARY TO ENSURE COMPLIANCE WITH LOCAL REQUIREMENTS.

6. THE CONTRACTOR IS REQUIRED TO IMPLEMENT ANY ADDITIONAL BMP'S THAT MAY BE

REQUIRED OR AS DIRECTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE.

7. CONTRACTOR SHALL INSTALL BMP 3 - SEDIMENT TRACKING CONTROL AT ALL EXIT

POINTS FROM CONTRACTOR STAGING AREA AND OTHER LOCATIONS AS REQUIRED OR

DIRECTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE.

8. REFER TO ITEM IV ON SHEET C-001 FOR ADDITIONAL NOTES.

B.M.P. CONSIDERATION

INSTALL BMP SILT FENCE, STRAW BALES

AND OTHER BMPS AS NECESSARY

SEDIMENT TRACKING CONTROL

GENERAL NOTES1 NOT TO SCALE 2 NOT TO SCALE

3 NOT TO SCALE

BEST MANAGEMENT PRACTICES

IMPLEMENTATION SCHEDULE

20mm CRUSHED

AGGREGATE

FILL SLOPE

GROUND LINE91

4m m

4m m

GROUND LINE

0m m

4m m

0m m

150mm MIN.

0m m

FLOW

WOOD POST

STEEL POST

STEEL OR WOOD POST

FILTER FABRIC

NOTES:

1. SILT FENCE SHALL BE INSTALLED ALONG TOE OF

EMBANKMENTS, ALONG AREAS OF DISTURBED GROUND,

AND AROUND STORM DRAIN INLETS AND MANHOLES.

2. WIRE SHALL BE A MIN. WIDTH OF 32 WITH A MIN. OF 6 LINE

WIRES WITH 300mm STAY SPACING.

3. FILTER FABRIC MIN. WIDTH IS 1.0m.

4. FILTER FABRIC TO BE SECURELY FASTENED TO THE WIRE.

5. STEEL POSTS TO BE 1.6m IN LENGTH AND SELF-FASTENER

ANGLE STEEL TYPE.

6. WOOD POSTS TO BE A MIN. OF 1.8m IN LENGTH AND 75mm

OR MORE IN DIAMETER.

7. WIRE FABRIC TO BE FASTENED TO WOOD POST WITH NOT

LESS THAN NO. 9 WIRE STAPLES, 37.5mm LONG.

8. ACCUMULATED SEDIMENTS SHALL BE REMOVED

PERIODICALLY AS NECESSARY OR DIRECTED.

9. THE FILTER FABRIC SHALL MEET THE FOLLOWING

REQUIREMENTS:

A. EOS IS NOT LARGER THAN U.S. STANDARD SIEVE NO.70

A. GRAB STRENGTH 40.8-54.4 kg

B. CONFORM TO ASTM D-1682 OR ASTM D-177

SECTION

SILT FENCE BARRIER4 NOT TO SCALE

VARIES

(3m MAX.)

ELEVATION

TOP STRAND (10

GAUGE MIN.)

STAY WIRES (12.5

GAUGE MI.N)

BOTTOM STRAND

(10 GAUGE MIN.)

STEEL OR WOOD

POST

FILTER

FABRIC

FENCE

GROUND LINE

LINE WIRES (12.5

GAUGE MIN.)

VA

R

IE

S m m

M

AX

#16@150 O.C. E.F.

#13@300 O.C.

E.W. E.F.

(3) - #16 CONT.

#16 DOWELS

@300 O.C.

75 COVER

(TYP.)

50x100 KEY

50 CHAMFER

(TYP.)

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

IS

SU

E

FO

R C

O N

ST

R

U C

TI

O

N R

EV

.2

U

SA

ID

S

O U

TH

S

U D

A N

, E N

G

IN

EE

R

IN

G

SU

PP

O R

T

PR

O G

R A

M

C201

C O

N

ST

R U

C

TI

O N

D

ET

A

IL

S K

IT

C

H

EN

100mm 12.5mm

12.5mm

TOOLED CONTROL JOINT

SILICONE JOINT

SEALANT

BOND BREAKER

(e.g MASKING TAPE)

PREFORMED EXPANSION JOINT

FILLER (FULL DEPTH - START 12.5mm

BELOW SURFACE TO ALLOW ROOM

FOR SILICONE SEALANT)

CONCRETE SIDEWALK DETAIL1 1:5

100mm CONCRETE

200mm COMPACTED

GRAVEL

PROP. WIRE MESH PER

S.A.B.S. REQUIREMENTS

25mm

COMPACTED

SUB-GRADE

DETAIL AT CONTROL JOINTS DETAIL AT CONSTRUCTION JOINTS

200mm 12.5mm

12.5mm

SILICONE JOINT

SEALANT

BOND BREAKER

(e.g MASKING TAPE)

PREFORMED EXPANSION JOINT

FILLER (FULL DEPTH - START 12.5mm

BELOW SURFACE TO ALLOW ROOM

FOR SILICONE SEALANT)

CONCRETE PAD FOR CARPORT2 1:5

200mm COMPACTED

GRAVEL

COMPACTED

SUB-GRADE

CONCRETE STAIR DETAIL3 SCALE 1:10

COMPACTED BORROW

GRAVEL BACKFILLING

#13 @ 300

#13 @ 200

#13 @ 200 #13 @300, (900mm LONG)

CONCRETE WALL DETAIL4 SCALE 1:30

TYPICAL CONCRETE DITCH5 NOT TO SCALE

600mm VARIES 100mm MIN.

COMPACTED

SUBGRADE

CONCRETE

EXIST. GRADE

VARIES

CONSTRUCTION PLAN

100mm COMPACTED

GRAVEL

COMPACTED

SUBGRADE

MEET GRADE

(TYP.)

GRAVEL DRIVEWAY DETAIL6 NOT TO SCALE

4.0% MAX.4.0% MAX.

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

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IE

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Is s u e d

D a te

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

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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.

EXISTING KITCHEN

EXIST. POOL

EXIST. POOL DECK

EXIST.

STORAGE

CONTAINER

EXIST. TUKUL

EXIST. TUKUL

EXISTING SIDEWALK

EXISTING

VEHICLE

AWNING

EXISTING

AWNING

EXISTING KITCHEN FACILITIES TO REMAIN FULLY

FUNCTIONAL AND IN USE THROUGHOUT PHASE 1

WORK.

EXISTING KITCHEN FACILITIES TO BE

DEMOLISHED UPON CONSTRUCTION

COMPLETION AND FULL FUNCTIONING OF PHASE

1 NEW CONSTRUCTION AS TEMPORARY KITCHEN.

DEMOLISH EXISTING AWNINGS IN PHASE 1;

REFER TO CIVIL FOR EXTENTS

DEMOLISH PORTION OF EXISTING SIDEWALKS;

REFER TO CIVIL FOR EXTENTS

A3.011

PHASE 1: EXISTING KITCHEN TO

REMAIN

EXIST. POOL

EXIST. POOL DECK

EXIST.

STORAGE

CONTAINER

EXIST. TUKUL

EXIST. TUKUL

NEW CONCRETE SIDEWALK

REFER TO CIVIL SHEETS

NEW COVERED CARPORT W/

METAL AWNINING MOUNTED ON

STEEL POSTS, LOCATED OVER

NEW CONCRETE PARKING PAD

482.166

480.625

481.652 T.O.S.

482.115

PHASE 1:

a) EXISTING KITCHEN TO REMAIN IN

SERVICE AND FULLY FUNCTIONAL.

THROUGH THE COURSE OF

CONSTRUCTION

b) CONSTRUCT PHASE 1 KITCHEN

EXPANSION TO FUNCTION AS

TEMPORARY KITCHEN THROUGH

DEMOLITION OF EXISTING, AND

COMPLETION OF PHASE 2 EXPANSION.

PHASE 1: KITCHEN EXPANSION

(NEW CONSTRUCTION)

(EXIST. GRADE)

(EXIST. GRADE)

(TOP OF NEW CONCRETE FLOOR SLAB

REFER TO CIVIL DRAWINGS. FIELD

VERIFY EXISTING ELEVATIONS PRIOR

TO COMMENCING WORK)

EXISTING RETAINING WALL TO

REMAIN. FIELD VERIFY LOCATIONS

AND COORDINATE WITH

PLACEMENT OF NEW SIDEWALK

A3.011

NEW EQUIPMENT PLATFORM.

REFER TO MECH., ELEC., &

PLUMBING SHEETS.

M A

T C

H

LI

N E

M A

T C

H

LI

N E

M A

T C

H

LI

N E

M A

T C

H

LI

N E

LADDER ACCESS TO FLAT ROOF

EQUIPMENT PLATFORM

A. THE GENERAL CONTRACTOR IS NOTIFIED THAT THE OWNER SHALL

CONTINUE TO WORK ON THE CONSTRUCTION SITE AND IN THE ADJACENT

BUILDINGS THROUGHOUT THE ENTIRE DURATION OF THE WORK. THE GC

SHALL MAINTAIN CLEAR ACCESS TO OWNER PARKING, AND TO THE OTHER

BUILDINGS LOCATED ADJACENT TO THE MAIN BUILDING.

B. ALL WORK REQUIRED FOR THIS PROJECT SHALL COMPLY WITH LOCAL

AND STATE BUILDING CODES AS WELL AS WITH OTHER REGULATORY

AGENCY REQUIREMENTS HAVING JURISDICTION.

C. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL

WASTE AND DEBRIS GENERATED AS THE RESULT OF THIS WORK. THE

GENERAL CONTRACTOR SHALL COORDINATE THE REMOVAL AND PROPER

LEGAL DISPOSAL OF ALL SUCH RUBBISH AND DEBRIS. THE GENERAL

CONTRACTOR SHALL PERFORM DAILY CLEANING OF THE CONSTRUCTION

SITE.

D. THE WORK ARE SHALL BE KEPT SAFE AND CLEAN AT ALL TIMES.

E. NO HAZARDOUS MATERIALS HAVE BEEN DETERMINED TO BE PRESENT

ON THE SITE OR AS PART OF THE BUILDING RENOVATION. HOWEVER,

SHOULD THE GENERAL CONTRACTOR ENCOUNTER SUSPICIOUS MATERIAL,

THE GENERAL CONTRACTOR SHALL STOP WORK THAT DISTURBS SUCH

SUSPICIOUS MATERIAL AND NOTIFY THE OWNER AND THE ARCHITECT IN

WRITING AND AWAIT FURTHER DIRECTIONS.

F. THE SHEETS IN THIS SET ARE COMPLIMENTARY TO ONE ANOTHER. THAT

WHICH IS CALLED FOR ON ONE SHEET SHALL BE BINDING AS IF CALLED

FOR ON ALL SHEETS. ALL PARTIES INVOLVED SHALL BECOME FAMILIAR

WITH ALL SHEETS, AND NOT SIMPLY THEIR OWN DISCIPLINE. NO SETS OF

THESE CONSTRUCTION DOCUMENTS MAY BE BROKEN FOR DISTRIBUTION.

G. THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS,

TOOLS, AND EQUIPMENT AS REQUIRED TO PERFORM ALL OPERATIONS

NECESSARY FOR THE COMPLETION OF THE SELECTIVE DEMOLITION AND

RENOVATION WORK DETAILED WITHIN THESE CONSTRUCTION

DOCUMENTS.

H. THE GENERAL CONTRACTOR SHALL INITIATE, MAINTAIN AND SUPERVISE

ALL SAFETY PRECAUTIONS AND PROGRAMS ASSOCIATED WITH THIS

WORK. THE CONTRACTOR SHALL TAKE ALL REASONABLE STEPS TO

PREVENT INJURY TO PERSONS OR DAMAGE TO THE WORK ITSELF OR

MATERIAL OR EQUIPMENT ASSOCIATED WITH THE WORK. THE

CONTRACTOR SHALL SAFEGUARD AGAINST DAMAGE TO OTHERS

PROPERTIES ON SITE ADJACENT TO THE WORK.

I. THE CONTRACTOR SHALL PREPARE AND MAINTAIN AS-BUILTS, RECORD

DRAWINGS, AND CLOSE-OUT DOCUMENTS.

J. THE CONTRACTOR SHALL MAINTAIN THE STORMWATER POLLUTION

PREVENTION PLAN, AS REQUIRED.

K. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER

COORDINATION AN SEQUENCING OF THE WORK THROUGH PROJECT

DURATION.

GENERAL NOTES: DEMOLITION

A. REFER TO CIVIL DRAWINGS FOR FULL EXTENT OF DEMOLITION TO

SIDEWALKS, TREES, AWNINGS, UTILITIES, ETC.

B. ELEVATIONS ARE APROXIMATE AND SHOULD BE VERIFIED

C. PHASE I & II KITCHEN SLAB HEIGHTS ARE TO MATCH. REFER TO CIVIL

FOR DETAILS ON FINISH SLAB ELEVATIONS. GC TO PLAN AND

COORDINATE THE PHASED DEMOLITION AND RECONSTRUCTION OF THE

THE SLABS.

D. EITHER THE EXISTING KITCHEN OR THE KITCHEN EXPANSION WILL BE

FULLY OPERTIONAL DURING THE ENTIRE DURATION THE WORK.

GENERAL NOTES: DEMOLITION

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

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A -I

-1 -0

F li v e ra b le

D a

/1

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:1 :4

A

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B

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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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C H

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.r v t

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IN

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AS1.01

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

1 EXISTING KITCHEN SITE

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

2 PHASE 1 - KITCHEN SITE

EXIST. TUKUL

EXIST. POOL

EXIST. POOL DECK

EXIST. TUKUL TO REMAIN

PHASE 2:

a) DEMOLISH EXISTING KITCHEN.

b) CONSTRUCT PHASE 2 KITCHEN

EXPANSION TO COMPLETION OF

PROJECT SCOPE OF WORK.

PHASE 2: DEMOLISH EXISTING

KITCHEN. CONSTRUCT NEW

RENOVATED/RECONFIGURED KITCHEN

EXPANSION

M A

T C

H

LI

N E

M A

T C

H

LI

N E

M A

T C

H

LI

N E

M A

T C

H

LI

N E

A. THE GENERAL CONTRACTOR IS NOTIFIED THAT THE OWNER SHALL

CONTINUE TO WORK ON THE CONSTRUCTION SITE AND IN THE ADJACENT

BUILDINGS THROUGHOUT THE ENTIRE DURATION OF THE WORK. THE GC

SHALL MAINTAIN CLEAR ACCESS TO OWNER PARKING, AND TO THE OTHER

BUILDINGS LOCATED ADJACENT TO THE MAIN BUILDING.

B. ALL WORK REQUIRED FOR THIS PROJECT SHALL COMPLY WITH LOCAL

AND STATE BUILDING CODES AS WELL AS WITH OTHER REGULATORY

AGENCY REQUIREMENTS HAVING JURISDICTION.

C. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL

WASTE AND DEBRIS GENERATED AS THE RESULT OF THIS WORK. THE

GENERAL CONTRACTOR SHALL COORDINATE THE REMOVAL AND PROPER

LEGAL DISPOSAL OF ALL SUCH RUBBISH AND DEBRIS. THE GENERAL

CONTRACTOR SHALL PERFORM DAILY CLEANING OF THE CONSTRUCTION

SITE.

D. THE WORK ARE SHALL BE KEPT SAFE AND CLEAN AT ALL TIMES.

E. NO HAZARDOUS MATERIALS HAVE BEEN DETERMINED TO BE PRESENT

ON THE SITE OR AS PART OF THE BUILDING RENOVATION. HOWEVER,

SHOULD THE GENERAL CONTRACTOR ENCOUNTER SUSPICIOUS MATERIAL,

THE GENERAL CONTRACTOR SHALL STOP WORK THAT DISTURBS SUCH

SUSPICIOUS MATERIAL AND NOTIFY THE OWNER AND THE ARCHITECT IN

WRITING AND AWAIT FURTHER DIRECTIONS.

F. THE SHEETS IN THIS SET ARE COMPLIMENTARY TO ONE ANOTHER. THAT

WHICH IS CALLED FOR ON ONE SHEET SHALL BE BINDING AS IF CALLED

FOR ON ALL SHEETS. ALL PARTIES INVOLVED SHALL BECOME FAMILIAR

WITH ALL SHEETS, AND NOT SIMPLY THEIR OWN DISCIPLINE. NO SETS OF

THESE CONSTRUCTION DOCUMENTS MAY BE BROKEN FOR DISTRIBUTION.

G. THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS,

TOOLS, AND EQUIPMENT AS REQUIRED TO PERFORM ALL OPERATIONS

NECESSARY FOR THE COMPLETION OF THE SELECTIVE DEMOLITION AND

RENOVATION WORK DETAILED WITHIN THESE CONSTRUCTION

DOCUMENTS.

H. THE GENERAL CONTRACTOR SHALL INITIATE, MAINTAIN AND SUPERVISE

ALL SAFETY PRECAUTIONS AND PROGRAMS ASSOCIATED WITH THIS

WORK. THE CONTRACTOR SHALL TAKE ALL REASONABLE STEPS TO

PREVENT INJURY TO PERSONS OR DAMAGE TO THE WORK ITSELF OR

MATERIAL OR EQUIPMENT ASSOCIATED WITH THE WORK. THE

CONTRACTOR SHALL SAFEGUARD AGAINST DAMAGE TO OTHERS

PROPERTIES ON SITE ADJACENT TO THE WORK.

I. THE CONTRACTOR SHALL PREPARE AND MAINTAIN AS-BUILTS, RECORD

DRAWINGS, AND CLOSE-OUT DOCUMENTS.

J. THE CONTRACTOR SHALL MAINTAIN THE STORMWATER POLLUTION

PREVENTION PLAN, AS REQUIRED.

K. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER

COORDINATION AN SEQUENCING OF THE WORK THROUGH PROJECT

DURATION.

GENERAL NOTES: DEMOLITION

A. REFER TO CIVIL DRAWINGS FOR FULL EXTENT OF DEMOLITION TO

SIDEWALKS, TREES, AWNINGS, UTILITIES, ETC.

B. ELEVATIONS ARE APROXIMATE AND SHOULD BE VERIFIED

C. PHASE I & II KITCHEN SLAB HEIGHTS ARE TO MATCH. REFER TO CIVIL

FOR DETAILS ON FINISH SLAB ELEVATIONS. GC TO PLAN AND

COORDINATE THE PHASED DEMOLITION AND RECONSTRUCTION OF THE

THE SLABS.

D. EITHER THE EXISTING KITCHEN OR THE KITCHEN EXPANSION WILL BE

FULLY OPERTIONAL DURING THE ENTIRE DURATION THE WORK.

GENERAL NOTES: DEMOLITION

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

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A -I

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F li v e ra b le

D a

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S u p p o rt

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S u d a n

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P S

O S

U D

A N

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C H

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P e re z A

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AS1.02

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2 PHASE 2 - KITCHEN W/ SITE

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

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F li v e ra b le

D a

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A

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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

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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

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IN

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

C h e c k e r

IS

S

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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

EXISTING KITCHEN

PHASE I KITCHEN EXPANSION PHASE 2 - EXISTING KITCHEN TO BE DEMOLISHED IN ITS

ENTIRETY; RECONSTRUCTED KITCHEN TO BE BUILT IN

PLACE OF DEMOLISHED KITCHEN

A. THE GENERAL CONTRACTOR IS NOTIFIED THAT THE OWNER SHALL

CONTINUE TO WORK ON THE CONSTRUCTION SITE AND IN ADJACENT THE

BUILDINGS THROUGHOUT THE ENTIRE DURATION OF THE MAIN BUILDING

RENOVATION WORK. THE GC SHALL MAINTAIN CLEAR ACCESS TO OWNER

PARKING, AND TO THE OTHER BUILDINGS LOCATED ADJACENT TO THE

MAIN BUILDING.

B. ALL WORK REQUIRED FOR THIS RENOVATION SHALL COMPLY WITH

LOCAL AND STATE BUILDING CODES AS WELL AS WITH OTHER

REGULATORY AGENCY REQUIREMENTS HAVING JURISDICTION.

C. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL

WASTE AND DEBRIS GENERATED AS THE RESULT OF THIS RENOVATION

WORK. THE GENERAL CONTRACTOR SHALL COORDINATE THE REMOVAL

AND PROPER LEGAL DISPOSAL OF ALL SUCH RUBBISH AND DEBRIS. THE

GENERAL CONTRACTOR SHALL PERFORM DAILY CLEANING OF THE

CONSTRUCTION SITE.

D. THE WORK ARE SHALL BE KEPT SAFE AND CLEAN AT ALL TIMES.

E. NO HAZARDOUS MATERIALS HAVE BEEN DETERMINED TO BE PRESENT

ON THE SITE OR AS PART OF THE BUILDING RENOVATION. HOWEVER,

SHOULD THE GENERAL CONTRACTOR ENCOUNTER SUSPICIOUS MATERIAL,

THE GENERAL CONTRACTOR SHALL STOP WORK THAT DISTURBS SUCH

SUSPICIOUS MATERIAL AND NOTIFY THE OWNER AND THE ARCHITECT AND

AWAIT FURTHER DIRECTIONS.

F. THE SHEETS IN THIS SET ARE COMPLIMENTARY TO ONE ANOTHER. THAT

WHICH IS CALLED FOR ON ONE SHEET SHALL BE BINDING AS IF CALLED

FOR ON ALL SHEETS. ALL PARTIES INVOLVED SHALL BECOME FAMILIAR

WITH ALL SHEETS, AND NOT SIMPLY THEIR OWN DISCIPLINE. NO SETS OF

THESE CONSTRUCTION DOCUMENTS MAY BE BROKEN FOR DISTRIBUTION.

G. THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS,

TOOLS, AND EQUIPMENT AS REQUIRED TO PERFORM ALL OPERATIONS

NECESSARY FOR THE COMPLETION OF THE SELECTIVE DEMOLITION AND

RENOVATION WORK DETAILED WITHI THESE CONSTRUCTIO N DOCUMENTS.

H. THE GENERAL CONTRACTOR SHALL INITIATE, MAINTAIN AND SUPERVISE

ALL SAFETY PRECAUTIONS AND PROGRAMS ASSOCIATED WITH THIS

WORK. THE CONTRACTOR SHALL TAKE ALL REASONABLE STEPS TO

PREVENT INJURY TO PERSONS OR DAMAGE TO THE WORK ITSELF OR

MATERIAL OR EQUIPMENT ASSOCIATED WITH THE WORK. THE

CONTRACTOR SHALL SAFEGUARD AGAINST DAMAGE TO OTHERS

PROPERTIES ON SITE ADJACENT TO THE WORK.

I. THE CONTRACTOR SHALL PREPARE AND MAINTAIN AS-BUILTS, RECORD

DRAWINGS, AND CLOSE-OUT DOCUMENTS.

J. THE CONTRACTOR SHALL MAINTAIN THE STORMWATER POLLUTION

PREVENTION PLAN, AS REQUIRED.

K. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER

COORDINATION AN SEQUENCING OF THE WORK THROUGH PROJECT

DURATION.

GENERAL NOTES: DEMOLITION

A. REFER TO CIVIL DRAWINGS FOR FULL EXTENT OF DEMOLITION TO

SIDEWALKS,…