Attachment_1.4_-_CLIN-004_Gimbichu_Design_Drawings.pdf

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RENOVATION

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INDEX OF DRAWINGS

SANITARY DRAWINGS

SN-002

DELIVERY BLOCK: SANITARY PLAN &

RISER DIAGRAM

SN-003

UTILITIES PLAN

04/05/13

04/05/13

04/05/13SN-001

ELECTRICAL DRAWINGS

SHEET

REFERENCE

NUMBER

ISSUE

STATUS

DATE OF

ISSUE

DRAWING TITLE

GENERAL DRAWINGS

G-000 COVER PAGE

CIVIL/SITE DRAWINGS

SITE DEMOLITION PLAN

C-002

SHEET

REFERENCE

NUMBER

ISSUE

STATUS

DATE OF

ISSUE

DRAWING TITLE

ARCHITECTURAL DRAWINGS

04/05/13

04/05/13

04/05/13

04/05/13

04/05/13

04/05/13

DELIVERY BLOCK : PLANS

04/05/13

C-003

SITE RENOVATION PLAN

C-004

SHEET

REFERENCE

NUMBER

ISSUE

STATUS

DATE OF

ISSUE

DRAWING TITLE

C-005

AR-001

AR-002

AR-003

AR-004

AR-005

AR-006

AR-008

AR-009

04/05/13AR-007

G-001 INDEX OF DRAWING

G-003 GENERAL NOTES

C-001

REV 1 04/05/13

REV 1

REV 1 04/05/13

REV 1 04/05/13

REV 1 04/05/13

REV 1 04/05/13

REV 1 04/05/13

INDEX OF DRAWINGS

GIMBICHU HEALTH CENTER

DELIVERY BLOCK :

SECTION AND ELEVATION

OPD AND REGISTRATION BLOCKS:

SANITARY PLAN & RISER DIAGRAM

04/05/13

OPD BLOCK RAMP

REV 1

REV 1

REV 1

REV 1

REV 1

REV 1

REV 1

REV 1

REV 1

REV 1

REV 1

REV 1

AR-010 04/05/13REV 1

AR-011 04/05/13REV 1

AR-012

DOOR & SIGNAGE TYPE SCHEDULE

04/05/13REV 1

AR-013 04/05/13REV 1

DELIVERY BLOCK :

RENOVATION SCHEDULE

DOOR & WINDOW SCHEDULE

G-001

LABORATORY CABINET DETAIL 1

LABORATORY CABINET DETAIL 2

SERVICE COUNTER DETAILS

WINDOW TYPE SCHEDULE AND GRILL

DETAIL

AR-014 04/05/13REV 1

AR-015 04/05/13REV 1

AR-016 04/05/13REV 1

AR-017 04/05/13REV 1

ASH PIT DETAILS

OPD BLOCK :PLANS

LABORATORY FLOOR PLAN AND SECTIONS

ART BLOCK:

RENOVATION SCHEDULE

ART BLOCK :PLANS

REGISTRATION BLOCK :

RENOVATION SCHEDULE

G-002 GENERAL,SYMBOLS AND ABBREVIATIONSREV 1 04/05/13

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C-006

TYPICAL RAMP AND STAIR DETAILSREV 1 04/05/13

REGISTRATION BLOCK PLANS

REGISTRATION BLOCK :ELEVATIONS

DELIVERY BLOCK RAMP

ENLARGED SITE CIRCULATION PLAN

C-007

REV 1 04/05/13

OPD BLOCK :ELEVATION

PASS THROUGH WINDOW DETAIL

OPD BLOCK RENOVATION SCHEDULE

AR-018 04/05/13REV 1

AR-019 04/05/13REV 1 EL-001

MAIN POWER SUPPLY DETAIL AND

DISTRIBUTION SCHEDULE04/05/13

REV 1

REV 1

EL-000

LEGEND, NOTES, DETAILS AND FITTING

SCHEDULE04/05/13

EL-002

EL-003

EL-004

EL-005

EL-006 04/05/13REV 1 SITE ELECTRICAL PLAN

04/05/13REV 1

04/05/13REV 1

04/05/13REV 1

04/05/13REV 1 OPD BLOCK ELECTRICAL PLAN

ART BLOCK ELECTRICAL PLAN

REGISTRATION & ID BLOCK ELECTRICAL

PLAN

ADMINISTRATION BLOCK ELECTRICAL

PLAN

DOOR & WINDOW REFINISHING SCHEDULE04/05/13REV 1AR-020

C-008

REV 1 04/05/13 REGISTRATION BLOCK RAMP

PLACENTA PIT DETAILSREV 1 04/05/13C-009

MANHOLE DETAILSREV 1 04/05/13C-010

GENERAL NOTE04/05/13SN-000 REV 1

SN-004 04/05/13 SANITARY DETAILSREV 1

FINISHING SCHEDULE04/05/13REV 1AR-021

SANITARY PIPE LAYING DETAILSREV 1 04/05/13C-011

REV 1 04/05/13

04/05/13

PIT LATRINE PLANS AND DETAILS04/05/13REV 1AR-035

PIT LATRINE ELEVATIONS, SECTIONS, AND DETAILS04/05/13REV 1AR-036

04/05/13REV 1AR-037 PIT LATRINE DETAILS

STRUCTURAL DRAWINGS

04/05/13REV 1ST-075 PIT LATRINE LID AND SECTION

04/05/13REV 1ST-076 PIT LATRINE FOUNDATION AND

COLUMN REINFORCEMENT

04/05/13REV 1ST-077

04/05/13REV 1ST-078

04/05/13REV 1ST-079

PIT LATRINE SECTION AND GRADE BEAM

REINFORCEMENT

PIT LATRINE CONNECTION DETAILS AND

GRADE BEAM SECTION

PIT LATRINE TOP TIE BEAM LAYOUT, SECTION

AND CONNECTION DETAILS

04/05/13REV 1ST-080

PIT LATRINE TRUSS LAYOUT, SECTION AND

DETAILS

SN-010 04/05/13 PIT LATRINE SANITARY DETAILSREV 1

WATER SERVICE DETAILREV 1 04/05/13C-012

04/05/13REV 1AR-038 PIT LATRINE DETAILS

Ø DIAMETER

ELEVATION/SECTION CALLOUT

FILTER MEDIA (PERCOLATION TRENCH)

CEMENT SCREED SURFACE

A

A-XXX A-XXX

WINDOW/DOOR SYMBOL

HINGE SIDE

HOLLOW CONCRETE BLOCK WALL

REFERENCE

DESIGNATION LETTER

MAIN

DRAWING SHEET

A-XXX

REFERENCE

DESIGNATION NUMBER

MAIN

DRAWING SHEET

DETAIL TITLE

WALL MOUNTED INCANDESCENT LUMINAIRE

CEILING MOUNTED SINGLE LAMP

FLUORESCENT LUMINAIRE (1x36W)

CEILING MOUNTED DOUBLE LAMP

FLUORESCENT LUMINAIRE (2x36W)

WIRING/CABLING RECESSED IN WALL, SLAB

SINGLE (1WAY) SWITCH FLUSH MOUNTED

TWO-WAY FLUSH MOUNTED SWITCH

SINGLE SOCKET OUTLET 16/10A, 250V

FLUSH MOUNTED DOUBLE SOCKET

OUTLET 16/10A, 250V

FLUSH MOUNTED SINGLE SOCKET

OUTLET 16/10A, 250V

FLUSH MOUNTED SINGLE SOCKET OUTLET

WATER PROOF 16/10A, 250V

ELECTRICAL MANHOLE

FLUSH MOUNTED TELEPHONE/DATA OUTLET

INDICATES TYPE NUMBER

X INDICATES RATING

SYMBOLS LEGEND

FLUSH MOUNTED TELEPHONE OUTLET

WALL MOUNTED SINGLE LAMP FLUORESCENT

LUMINAIRE (1x36W)

DOUBLE POLE FLUSH MOUNTED SWITCH

LPP-*

FLUSH MOUNTED - LIGHTING & POWER PANEL,

* INDICATES BLOCK NAME

TELEPHONE TERMINAL BOX

CEILING MOUNTED LUMINAIRE

CIRUIT HOME RUN WITH FEEDER PANEL

AND CIRCUIT NUMBER

x

T

T/D

WATERPROOF FLUSH MOUNTED SOCKET

16/10A, 250V WITH WATER PROOF SWITCH

TEL CABLE IN PVC DUCT

TEL/DATA CABLE IN PVC DUCT

INDICATES SELF CONTAINED , WITH 3HRS

STANDBY BATTERY PACK

EXIT

8W, EXIT SIGN, SELF CONTAINED, WITH 3HRS

STAND-BY BATTERY PACK & WITH DIRECTION

SIGN

1PH SINGLE PHASE

3PH THREE PHASE

ABAN ABANDONED

AFF ABOVE FINISH FLOOR

AR ARCHITECTURAL

C CIVIL

c/c CENTER TO CENTER

CHWB COMPACT HAND WASH BASIN

C.O. CLEAN OUT

CM CENTIMETER

D DOOR

DEMO DEMOLISH

DP DOWN PIPE

EGA METALLIC SHEET ROOF MATERIAL SHAPED

EQ EQUIDISTANT DIMENSIONS

EXST EXISTING

FF FLOOR FINISH

FFL ASSUMED FLOOR FINISH LEVEL

FI FLAT PLATE/FLAT BAR

HAPCO HIV AIDS PREVENTION & CONTROL OFFICE

HCB HOLLOW CONCRETE BLOCK

HDPE HIGH DENSITY POLYETHYLENE PIPE

HMIS HEALTH MANAGEMENT INFORMATION SYSTEM

HPL HIGH PRESSURE LAMINATE

HWB - HAND WASH BASIN

HWT HAND WASH TROUGH

IE INVERT ELEVATION

JS JANITOR'S TROUGH

KWHM KILOWATT- HOUR METER

LAB LABORATORY

LS LABORATORY SINK (STAINLESS STEEL)

LT LAUNDRY TROUGH

LTZ DOOR/WINDOW STEEL WITH LETTER

'L, T and Z' CONNECTION DETAILS PROFILE

MH MANHOLE FOR WASTE WATER

MDF MEDIUM DENSITY FIBRE BOARD

MIN MINIMUM

MM MILLIMETER

NIC NOT IN CONTRACT

NGL NATURAL GROUND LEVEL

NTS NOT TO SCALE

PPR POLYPROPYLENE RANDOM COPOLYMER

PVC OR UPVC - POLYVINYL CHLORIDE

RC REINFORCED CONCRETE

REF REFERENCE

RHS RECTANGULAR HOLLOW SECTION

RHS aaxbbxt RHS - Width x Height x Thickness

Schd. SCHEDULE

SH SHOWER

SHS SQUARE HOLLOW SECTION

SHS aaxt - SHS Width x Thickness

SIM SIMILAR

SSS SURGEON'S SCRUB SINK

SSW STAINLESS STEEL HAND WASH BASIN

ST STRUCTURAL

St STIRRUP

TE TOP ELEVATION

T&P VALVE TEMPERATURE & PRESSURE RELIEF VALVE

TYP TYPICAL

U.N.O - UNLESS NOTED OTHERWISE

W WIDTH

Wx WINDOW x

WC WATER CLOSET

WH WATER HEATER, ELECTRICAL

LEVEL IN PLANS/ BENCH MARK/ CONTROL

POINT

A-XXX

SEWER

PROPERTY LINE

FENCE

PROPOSED STRUCTURE

EXISTING STRUCTURE

REINFORCED CONCRETE

FUTURE STRUCTURE (NIC)

UNDISTURBED SOIL

SYMBOLS LEGEND SYMBOLS LEGENDABBREVIATIONS

LIMIT OF WORK AREA

EXISTING ITEM

TO BE DEMOLISHED

CONSTRUCTION JOINT

TYPICAL STIRRUPS

90° HOOK PERPENDICULAR TO THE PLANE OF

THE DRAWING

STRAIGHT BARS & OFFSETS PERPENDICULAR TO

THE DRAWING

BOTTOM REINFORCEMENT BARS IN SLABS

TOP REINFORCEMENT BARS IN SLABS

A

INTERNAL ELEVATION

C

BD

RIP RAP

FOUNDATION DRAIN

PVC VENT PIPE

(C.W) COLD WATER SUPPLY, PPR-PN20

(H.W.) HOT WATER SUPPLY, PPR-PN20

GATE VALVE

ADAPTER FOR DISSIMILAR PIPES

BREAK LINE

SEWER MH

VALVE BOX

x XXX SPOT ELEVATION

REFERENCED

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GENERAL SYMBOLS AND ABBREVIATIONS

G-002

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GENERAL NOTES

NOTES:

1. Work to be included in this project includes but is not limited to the following:

a. Renovation of interiors of existing buildings as detailed on the drawings herein, including Outpatient, Delivery & Registration blocks, as well as modification to ART block. Renovation includes modification of some walls, replacement/relocation of some doors and windows,addition/repair of sills on external half walls . Replacement of interior architectural finishes and rearrangement of facility usage. The Contractor shall patch and repair, plaster, paint and otherwise finish all such modifications as required to provide a completed job on all visible portions of the facility affected by the Work.

b. Retrofit of all Electrical work as detailed herein. All existing electrical work in Outpatient, Delivery, Registration and Administration and Art blocks shall be removed entirely. Power shall be provided to all blocks that are currently electrified. All components and installation shall be per Specifications and drawings.

c. Provision of site access facilities, including construction of new sloped walkway to connect all blocks and disabled ramps for access to the Outpatient, Delivery, Registration and Administratio blocks, signage on buildings and doors, provision of grab bars in patient toilets, etc. as indicated on the drawings. The Contractor is referred to 2010 ADA Standards for Accessible Design, published by the US Dept.

of Justice and accessible from www.ADA.gov .

d. Site grading: Modest regrading is required in the vicinity of the new sloped walkways to provide a graded slope from the new walkway level to existing grade.Relocation of positions of exsiting open drains

e. Waste Management: Construction of new placenta pit and new ash pit as shown on drawings.Construction of new pit latrine.

f. Sanitary works:construction of new manholes and waste water lines.Retrofit and installation of new plumbing fixtures.

g. The contractor shall make sure the inlet to the holding tank and the levels of the inlets and outlets in the manholes shall conform to the given slopes required for flow of sewer from the building to holding tan

h. Provide one (1) 6kg fire extinguisher mounted on outside wall of Delivery Block, and one (1) 6kg fire extinguisher mounted on wall in laboratory as directed by the Site

Engineer.

i. Installation of new water distribution lines.

j. Minor roof repair and roof drainage system replacement work.

2. Site elevations are based on assumed Health Science Dormitory Block finished floor elevation at 100.00 meters.

3. New plumbing fixtures shall be connected to the existing water supply and sewer lines.

Existing plumbing fixtures to remain will require inspection, and as necessary, stop valves, faucets and traps and flexible pipis and acessories will be replaced.

4. All door hardware, excepting hinges in good condition, in rooms to be renovated shall be replaced with new hardware, per Specification Section 08710.

5. All doors and windows to be repainted shall be repainted on both sides, frames included.

Care shall be taken not to apply paint to walls, floors or other items that are not to be painted.

6. All existing windows to remain in place in rooms to be renovated shall be caulked to seal from air and water intrusion between the window frame and the wall. Frames shall be cleaned and repainted and adjusted as necessary to assure proper operation of operable windows. Provide weather stripping on all windows after final paint has dried for at least 24 hours.

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7. All structures & appurtenances not indicated to be demolished shall be protected from damage.

8. The Site Engineer shall designate the “Limit of Work Area” wherein all work and activities shall be conducted. Material and equipment storage shall be within this area. The Work Area shall be kept neat and clean at all times. Appropriate barricades shall be erected to prevent unauthorized persons from entering the Work Area or from construction workers entering Health Center grounds. Access to latrines and other functioning Health Center facilities shall be unimpeded at all times.

9. Prior to commencement of any Work at the Site, the Contractor shall prepare project phasing plan, which will describe how the critical needs of the Health Center shall be preserved uninterrupted during the Construction period. The phasing plan must be approved by the Site Engineer and endorsed by the Health Center Head before the Contractor may mobilize onto the Site.

10. All dimensions, coordinates and conditions must be verified by the contractor in the field and any discrepancies shall be brought to the attention of the Site Engineer before proceeding with the affected portion of the work.

11. Existing benchmarks and control points to remain undisturbed during demolition and construction.

12. Piping restraints shall be thrust blocks, mechanical restraint or approved equal. Contractor to provide support documentation for pipe restraints on all piping under pressure.

13. All doors, windows, wall sections or other partial demolition work indicated in the Work shall be performed neatly, disturbing adjacent structures and facilities to a minimum extent practical.

Intersections of existing and new work and adjacent facilities damaged in the process shall be patched to match such that the patch, when completed, is not noticeable as such.For all new HCB wall infill,plaster and paint to match adjacent.

14. All work shall comply with 2009 international building code (ibc); national fire protection association (nfpa) 101 life safety code, 2009 edition; and local building codes.

15. The contract documents are complementary, and what is required by one shall be binding as if required by all. the contractor shall coordinate all portions of worked as described in the contract documents. notify the contracting office representative for resolution of all discrepancies prior to construction.

16. Health center to remain occupied and operational during construction. maintain occupant access to and egress from occupied buildings throughout entirety of construction period.

17. Protect interior of building from intrusion of dust, construction debris and moisture during work.

18. Contractor to verify all existing conditions prior to demolition.

19. Review existing condition of landscape planting prior to start of work. protect planting from damage during construction operations. restore landscape and damaged planting after completion of construction operations.

20. Non-slip broom finish and sealer to be applied to all exterior cast in place concrete surfaces intended as walkways, including stairs and stair landings.

21. All doors in hcb walls not located by dimension on plans or details shall be 10 cm from adjacent perpendicular wall to edge of door opening.

22. All wood in contact with concrete, masonry, or plaster shall be preservative-treated wood.

RIGHTS IN DATA

1. THE DRAWINGS CONTAINED HEREIN WERE DEVELOPED BY TETRA TECH, INC., FRAMINGHAM,

MASSACHUSETTS, USA UNDER CONTRACT NO. EDH-I-00-08-0027 ORDER NO. AID-663-TO-11-00001

AND ARE SUPPLIED IN ACCORDANCE WITH THE FOLLOWING CLAUSE CONTAINED WITHIN THIS

CONTRACT, FEDERAL ACQUISITION REGULATIONS (FAR) 52.227-14, RIGHTS IN DATA - GENERAL

(DECEMBER 2007).

2. FURTHERMORE, IN ACCORDANCE WITH FAR 52,227-14 (B) (2) (III), THESE DOCUMENTS HAVE BEEN PRODUCED IN HARD COPY FORMAT FOR USE BY THE CONSTRUCTION CONTRACTOR. IF THERE ARE

ANY QUESTIONS OR DISCREPANCIES BETWEEN THESE DOCUMENTS AND COPIES MADE FROM AN

ELECTRONIC FILE, THE HARD COPY DOCUMENTS WILL TAKE PRECEDENCE. TETRA TECH, INC. WILL NOT BE RESPONSIBLE FOR ANY VERSIONS OF THESE DOCUMENTS PRINTED FROM THE ELECTRONIC FILES BY

OTHERS.

EXST REGISTRATION

FFL 97.42

EXST OPD BLOCK

FFL 98.56

EXST ART BLOCK

FFL 98.00

EXST DELIVERY BLOCK

FFL 98.14

EXST YOUTH FRIENDLY

FFL 99.93

EXST HEALTH SCIENCE DORMITORY

FFL 100

EXST KITCHEN

EXST

PATIENTS

LATRINE

EXST

SHOWER

ABANDONED

LATRINE

FFL 100.22

EXST HEALTH SCIENCE DORMITORY

EXST HOLDING TANK

(NOT CONNECTED)

EXST

KITCHEN

KINDERGARTEN

NEW SINGLE STORY HOSPITAL PROJECT SITE

(UNDER CONSTRUCTION)

HIGH SCHOOL

EXST CIS

EXST GUARD

HOUSE

EXST DIRT

ROAD

EXST INCINERATOR

FFL 96.683

EXST CURB

ABANDONED ASH PIT

(DUG OUT HOLE)

ELEVATED FIBERGLASS WATER TANK

(OWNED BY HEALTH SCIENCE)

ABANDONED PLACENTA PIT

EXST ELEVATED METAL WATER TANK

EXST WATER RESERVOIR

EXST DIRT PATH

EXST METAL POST AND BARBED WIRE FENCE

EXST STAFF LATRINE

ESTIMATED BOUNDRY

EXST VEGETATION TYPE

X 98.99X 99.08X 98.70

X 98.47X 98.45

X 98.03X 97.88X 97.78

X 99.69

X 99.61

X 99.47

X 99.57X 99.55

X 98.97X 97.947

X 99.650

X 97.947

X 99.18 X 99.34

X 98.96X 98.91

X 99.06X 98.947X 98.99X 98.95

X 97.20

X 95.62 X 95.61

X 97.21 X 97.14X 96.96

X 96.61 X 96.25X 96.36

X 99.00

X 98.45

X 97.98

X 98.70

X 98.45 X 98.36

X 97.997

X 98.90

X 98.53

X 98.85

X 98.43

X 97.557

X 97.17

X 96.90

X 96.47

X 96.78 X 96.67X 96.61

X 95.70X 96.37X 96.29

X 95.90X 96.06

X 97.61

X 97.59

X 96.86

X 96.14

MH9

TE-97.90

UEUEUEUE

MH1

TE-97.94 MH2

TE-98.03

MH3

TE-98.24

MH8

TE-98.49

MH9

TE-98.69

MH16

TE-97.36

MH15

TE-97.40

MH14

TE-97.39

MH13

TE-97.41

MH18

TE-96.40

MH10

TE-98.07

MH12

TE-97.78

MH11

TE-97.90

MH19

TE-96.40

MH6

TE-98.56

MH7

TE-98.56

MH4

TE-98.56

MH5

TE-98.56

MH17

TE-96.40

MDB

(3PHASE)

EP

EP

DB

DB

DBDB

EXST ENTRY GATE

EXST OPEN DRAIN,TYP

EXST VEGETATION

TYPE

21.205.0015.2516.004.00 6.00

11.00

11.006.0021.205.0015.25

6.50

4.00 1.00 4.00 5.30 2.00 12.30

7.

8.

6.

20 5.

7.

8.

EXST WATER METER EXST WATER SUPPLY LINE

EXST DIRT PATH,TYP.

EXST EEPCO POWER SUPPLY LINE

EXST WASTE WATER LINES

TO BE DEMOLISHED,TYP.

DEMOLISH STAIR AND LANDING

DEMOLISH OPEN DRAIN ,TYP

DEMOLISH STAIR ,TYP

4.917.347.785.954.169.453.00

EXST WASTE WATER LINES

TO BE REPAIRED,TYP.

EXST MANHOLES

TO BE DEMOLISHED,TYP.

SITE DEMOLITION PLAN

C-001

S

ITE

D

EM

O

LI

TIO

N

P

LA

N

ENTRANCE

KINDERGARTEN

NEW SINGLE STORY HOSPITAL PROJECT SITE

(UNDER CONSTRUCTION)

HIGH SCHOOL

ROAD

Scale1:200

-5 0 5M 15 20m10

BM

TE

TR

A

T

EC

H

/0

5/

U S A

ID

E

TH

IO

P

IA

H

EA

LT

H

IN

FR

A S

TR

U C

TU

R E

P R O

G R A

M

G S

D

ES

IG

N

ED

B

Y

D W

N B

Y

C H

K B

Y

D A

TE

S U

B M

IT

TE

D B

Y

DA

TE

AP

R

SY

MB

NOTE: A3 SIZE REDUCED TO HALF SCALE

RENOVATION

(Gimbichu)

Site # 208

G

IM

B

IC

H U

H E A

LT

H

C E N

T E R

R E N

O V

A T

IO

N

S

IT

E N

O

D es ig n

D ev el op m en t D ra w in gs

/1 4/

/0 5/

0% D es ig n D ev el op m en t D ra w in gs

BM

NOTES:

1. Site elevations are based on assumed health science dormitory block finished floor elevation at 100.00meters

2. All structures and appurtenances not to be demolished shall be protected from damage.

3. Demolish existing stairs,open drains and landings as shown

3. Demolish existing manholes and sewer lines

4. Refer to Architectural,Electrical, and Sanitary drawings for additional demo work

MDB

(3PHASE)

EP

EP

X 98.99X 99.08X 98.70

X 98.47X 98.45

X 98.03X 97.88X 97.78

X 99.69

X 99.61

X 99.47

X 99.57X 99.55

X 98.97X 97.947

X 99.650

X 97.947

X 99.18 X 99.34

X 98.96X 98.91

X 99.06X 98.947X 98.99X 98.95

X 97.20

X 95.62 X 95.61

X 97.21 X 97.14X 96.96

X 96.61 X 96.25X 96.36

X 99.00

X 98.45

X 97.98

X 98.70

X 98.45 X 98.36

X 97.997

X 98.90

X 98.53

X 98.85

X 98.43

X 97.557

X 97.17

X 96.90

X 96.47

X 96.78 X 96.67X 96.61

X 95.70X 96.37X 96.29

X 95.90X 96.06

X 97.61

X 97.59

X 96.86

X 96.14

MDB

from EEPCo Power Line to Kilowatt Hour Meter

Manhole 600x600x600mm

Manhole 600x600x600mm

KWH

MH1

IE 97.582

MH6

IE 98.07

MH21

IE 96.509

MH20

IE 96.647

MH19

IE 96.734

MH18

IE 96.992

MH12

IE 96.667

MH9

IE 97.15

MH10

IE 97.07

MH7

IE 97.482

MH11

IE 96.78

MH4

IE 97.732

MH5

IE 97.907

MH2

IE 97.452

MH3

IE 97.597

MH14

IE 96.11

MH 8

IE 97.302

MH13

IE 96.389

MH 15

IE 95.872

MH 16

IE 95.634MH 17

IE 95.396

EXST INCINERATOR

FFL 96.683

EXST CURB

ELEVATED FIBERGLASS WATER TANK

(OWNED BY HEALTH SCIENCE)

EXST ELEVATED METAL WATER TANK

EXST WATER RESERVOIR

EXST DIRT PATH

EXST METAL POST AND BARBED WIRE FENCE

EXST STAFF LATRINE

ESTIMATED BOUNDRY

EXST VEGETATION TYPE

EXST ENTRY GATE

EXST TRENCH

REGISTRATION BLOCK

FFL 97.42

OPD BLOCK

FFL 98.56

ART BLOCK

FFL 98.00

DELIVERY BLOCK

FFL 98.14

EXST GUARD

HOUSE

EXST YOUTH FRIENDLY

FFL 99.93

EXST

PATIENTS

LATRINE

EXST

SHOWER

ABANDONED

LATRINE

FFL 100.22

EXST

KITCHEN

EXST CIS

EXST ELEVATED METAL WATER TANK

EXST WATER RESERVOIR

NEW PIT

LATRINE

EXST HEALTH SCIENCE DORMITORY EXST HEALTH SCIENCE DORMITORY

FFL 100

EXST DIRT ROAD

X 97.788

NEW ASH PIT

NEW WATER DISTRIBUTION LINE.TYP

NEW WASTE WATER LINE, TYP.

NEW POWER DISTRIBUTION LINE,TYP

EXST HOLDING

TANK

EXST DIRT PATH,TYP

EXST POWER DISTRIBUTION LINE

NEW PLACENTA PIT

4.

6.27

C-002

S

IT

E R

EN

O V

A

TI

O N

P

LA

N

SITE RENOVATION PLAN

BM

TE

TR

A

T

EC

H

/0

5/

U S A

ID

E

TH

IO

P

IA

H

EA

LT

H

IN

FR

A S

TR

U C

TU

R E

P R O

G R A

M

G S

D

ES

IG

N

ED

B

Y

D W

N B

Y

C H

K B

Y

D A

TE

S U

B M

IT

TE

D B

Y

DA

TE

AP

R

SY

MB

NOTE: A3 SIZE REDUCED TO HALF SCALE

RENOVATION

(Gimbichu) Site # 208

G

IM

B

IC

H U

H E A

LT

H

C E N

T E R

R E N

O V

A T

IO

N

S

IT

E N

O

D es ig n

D ev el op m en t D ra w in gs

/1 4/

/0 5/

0% D es ig n D ev el op m en t D ra w in gs

BM

ENTRANCE

KINDERGARTEN

NEW SINGLE STORY HOSPITAL PROJECT SITE

(UNDER CONSTRUCTION)

HIGH SCHOOL

ROAD

Scale1:200

20m

NOTE:

1. Install new downpipe to replace all existing at ART,OPD,Delivery and Registration blocks

2. Construct new ramps,stairs,walkways and open drains

3. Install new power distribution lines

4. Install new water distribution lines

5. Install new wastewater lines to connect fixtures to Exst holding tank

6. Refer to Architectural, Electrical, Sanitary drawings for additional work

C-003C-003 B

EXST WALKWAY

W A

LK

W

A Y

(S

LO

PE

x 97.42

DELIVERY BLOCK

FFL 98.14

REGISTRATION BLOCK

(FORMER OPD )

FFL 97.42

OPD BLOCK

FFL 98.56

ART BLOCK

FFL 98.00

98.26 x x 96.52 x 97.81

RAMP

RAMP

RAMP

RAMP

SLOPE 8%

SLOPE 8% x 97.82

97.02 x

C-003 C-003 B

R1 C-003 C004

R2 C-003 C005

R3 C-003 C006 x 97.42

97.24 x

98.14 x x 98.00

EXST WALKWAY

RAMPUP

UP UP

UP

UP

UP

new steps to infectious disease room

EXST GUARD

HOUSE

EXST DIRT PATH

EXST PATH

EXST PATH TO PIT LATRINE

EXST ENTRANCE

GATE

UP

UP

C-003 C003

C-003 C003

C-003 C003

EXST OPEN DRAIN TYP.

C-003 C003

C-003 C003

C-003 C003

C-003 C003

RELOCATED OPEN DRAIN,TYP.

C-003 C003

C-003 C-003 B

C-003C-003 B

51 51 51 1

15415 15

TYPICAL WALKWAY PAVER LAYOUT

C-003C-003

C

TYPICAL CONCRETE

CURB ST SECTION

Scale 1:15

C-003C-003

Ø8c/c 200 L=Variable

4Ø10

Finished Grade

K

Selected Backfill @ 95% Compaction

3d

3 d d d≤90 d>90 use stone masonry

TYPICAL WALKWAY SECTION

Scale 1:15

4cm thick Paver

5cm cement sand fill selected backfill @ 95% compaction

15 15

1 25 1 50 1 50 1 25 1

Concrete Curb

K C-003 C-003

4:1 minimum slope to existing grade

50x50x4cm Reinforced concrete paver

C-003C-003 B

EXISTING DITCH CROSSING DETAIL

Scale 1:15 C-003C-003 fill with cement mortar existing stone masonry building apron and ditch

Ø200mm PVC pipe

Ø8 c/c 40cm

100 300 100

4Ø8 bars, continuous

TYPICAL NEW

OPEN DRAIN

Scale 1:15

C-003C-003

BM

TE

TR

A

T

EC

H

/0

5/

U S A

ID

E

TH

IO

P

IA

H

EA

LT

H

IN

FR

A S

TR

U C

TU

R E

P R O

G R A

M

G S

D

ES

IG

N

ED

B

Y

D W

N B

Y

C H

K B

Y

D A

TE

S U

B M

IT

TE

D B

Y

DA

TE

AP

R

SY

MB

NOTE: A3 SIZE REDUCED TO HALF SCALE

RENOVATION

(Gimbichu) Site # 208

G

IM

B

IC

H U

H E A

LT

H

C E N

T E R

R E N

O V

A T

IO

N

S

IT

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O

D es ig n

D ev el op m en t D ra w in gs

/1 4/

/0 5/

0% D es ig n D ev el op m en t D ra w in gs

BM

C-003

SI

TE

C

IR

C

UL

A

TIO

N P

LA

N

A N

D

TY

PI

C

A L

PA

VE

R

DE

TA

IL

SITE CIRCULATION PLAN

AND TYPICAL PAVER DETAIL

SITE CIRCULATION PLAN

SCALE 1:100C-003 C-002

1:100

2.5 0 2.5 5 7.5

-0.5 0 1

Scale 1:15

2m

500x500x40mm Precast Reinforced concrete Paver x 97.82

X6

=9

98.14 x 97.24

-- 40mm precast Concrete Paver -- 50mm thick cement sand Mortar -- 100mm Reinforced Concrete Slab -- selected fill compacted to 95% -- Compacted Soil

C-007C-004 L

-- 4cm Precast concrete Paver -- 5cm thick cement sand mortar -- select fill compacted to 95% -- Compacted Soil

Reinforced Concrete curbstone (Refer to C-003 for detail)

8% Slope Ramp

WALL A

WALL B

x 97.82

C-004C-004 A

C-004 C-004 A x 98.14 x 97.24

C -007

C -004 D

C -004

C -007

D12

30 800 154 15

UP

UP

182 30 30 30 30 30 275 375 154 15

8% Slope Ramp

98.14 plastered and painted RC curb

C-006C-007 H x 97.24

97.82

Ø38mm CHS handrail

32 165202EQEQEQ

BM

TE

TR

A

T

EC

H

/0

5/

U S A

ID

E

TH

IO

P

IA

H

EA

LT

H

IN

FR

A S

TR

U C

TU

R E

P R O

G R A

M

G S

D

ES

IG

N

ED

B

Y

D W

N B

Y

C H

K B

Y

D A

TE

S U

B M

IT

TE

D B

Y

DA

TE

AP

R

SY

MB

NOTE: A3 SIZE REDUCED TO HALF SCALE

RENOVATION

(Gimbichu) Site # 208

G

IM

B

IC

H U

H E A

LT

H

C E N

T E R

R E N

O V

A T

IO

N

S

IT

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O

D es ig n

D ev el op m en t D ra w in gs

/1 4/

/0 5/

0% D es ig n D ev el op m en t D ra w in gs

BM

C-004

D

EL

IV

ER

Y B

LO

C

K R

A M

P

C-004 C-004

A SECTION

SCALE 1:25

RAMP PLAN

SCALE 1:25C-003

R1 C-004

ELEVATION

-1 0 1 3m

Scale 1:25

DELIVERY BLOCK RAMP

UP

UP

UP

C-005 C-005 B

C -007

C -005

D

C -007

C -005

D

8% Slope Ramp

WALL A

WALL B

C-005 C-005 B

WALL C

8% Slope Ramp

8% Slope Ramp

375 136 375 150 x 98.56 x 98.56 x 97.96 x 98.26 x 97.96

3015 136 375 184

C -005

C -005 C

C -005

C -005

C

15 144

C-005 C003

CONCRETE PAVER

AT LANDING

RELOCATED OPEN DRAIN,TYP.

PAVED WALKWAY

PAVING SIMILAR TO C-003

X4

=6

-- 100mm Reinforced Concrete Slab -- Selected fill compacted to 95% -- Compacted Soil

2mm thick Ø38mm CHS Handrail

Reinforced concrete steps

Finished Grade

Precast concrete paver

C-005 C-007 H x 97.96 x 98.56 x 98.26 plastered and painted surface

Ø38mm CHS handrail x 97.96

32 EQ EQ 143 EQ EQ 30

plastered and painted surface

Ø38MM CHS handrail Ø38MM CHS handrail

-- 4cm Precast Concrete Paver -- 5cm thick cement sand mortar -- selected fill compacted to 95% -- Compacted Soil

Reinforced Concrete curbstone (Refer to C-003 for detail)

Reinforced Concrete curbstone (Refer to C-003 for detail)

C-007C-005 L

C-005 C003

BM

TE

TR

A

T

EC

H

/0

5/

U S A

ID

E

TH

IO

P

IA

H

EA

LT

H

IN

FR

A S

TR

U C

TU

R E

P R O

G R A

M

G S

D

ES

IG

N

ED

B

Y

D W

N B

Y

C H

K B

Y

D A

TE

S U

B M

IT

TE

D B

Y

DA

TE

AP

R

SY

MB

NOTE: A3 SIZE REDUCED TO HALF SCALE

RENOVATION

(Gimbichu) Site # 208

G

IM

B

IC

H U

H E A

LT

H

C E N

T E R

R E N

O V

A T

IO

N

S

IT

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O

D es ig n

D ev el op m en t D ra w in gs

/1 4/

/0 5/

0% D es ig n D ev el op m en t D ra w in gs

BM

C-005

O P D

B

LO

C K R

A M

P

C-005 C-005

B SECTION

SCALE 1:25

RAMP PLAN

SCALE 1:25C-005

R2 C-003

-1 0 1 3m

Scale 1:25

OPD BLOCK RAMP

ELEVATION

SCALE 1:25

C-005 C-005

C SECTION

SCALE 1:25

Reinforced Concrete curbstone (Refer to C-003 for detail)

500x500x40mm Precast Reinforced concrete Paver

97.42

98.32

97.07

96.62

Reinforced Concrete curbstone (Refer to C-003 for detail)

97.97

C-007C-006 L

-- 4cm precast Reinforced Concrete Paver -- 5cm thick cement sand mortar -- selected fill compacted to 95% -- Compacted Soil

C-003C-006

UP

UP

C-006 C-006 B

C -007

C -006

D

C -007

C -006

D

8% Slope Ramp

WALL A

WALL B

C-006 C-006 B

C -006

C -006

D

C -006

C -006 D

8% Slope Ramp

30 244 x 97.42 x 97.42 x 96.62 x 97.07

NEW DITCH

EXST DITCH

C-006 C006

C-005 C003

PAVED WALKWAY

SIMILAR TO C-003

38mm CHS Handrail

E C-005C-007

38mm CHS Vertical post

97.42

98.32

97.07

96.62

154 EQ EQ 30EQ

-- 100mm Reinforced Concrete Slab -- Selected fill compacted to 95% -- Compacted Soil

2mm thick Ø38mm CHS Handrail

Floor Finish Reinforced concrete steps 38mm CHS post anchored to concrete beam

Finished Grade

97 118 30

RC paver

EXISTING DITCH CROSSING DETAIL

Scale 1:15 C-006C-006 fill with cement mortar existing dirt path Ø200mm PVC pipe

RC pavers

BM

TE

TR

A

T

EC

H

/0

5/

U S A

ID

E

TH

IO

P

IA

H

EA

LT

H

IN

FR

A S

TR

U C

TU

R E

P R O

G R A

M

G S

D

ES

IG

N

ED

B

Y

D W

N B

Y

C H

K B

Y

D A

TE

S U

B M

IT

TE

D B

Y

DA

TE

AP

R

SY

MB

NOTE: A3 SIZE REDUCED TO HALF SCALE

RENOVATION

(Gimbichu) Site # 208

G

IM

B

IC

H U

H E A

LT

H

C E N

T E R

R E N

O V

A T

IO

N

S

IT

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O

D es ig n

D ev el op m en t D ra w in gs

/1 4/

/0 5/

0% D es ig n D ev el op m en t D ra w in gs

BM

C-006

R

EG

IS

TR

A

TI

O N

B

LO

C K R

A M

P

RAMP PLAN

SCALE 1:25C-003

R3 C-006

ELEVATION

-1 0 1 3m

Scale 1:25

REGISTRATION BLOCK RAMP

C-006 C-006

S SECTION

SCALE 1:25

C-006 C-006

D SECTION

SCALE 1:25

-- 100mm Reinforced Concrete Slab -- Selected fill compacted to 95% -- Compacted Soil

2mm thick Ø38mm CHS Handrail

Floor Finish

Reinforced concrete steps

38mm CHS post anchored to concrete beam

Finished Grade

TY

P

300 TYP

-- 100mm reinforced concrete slab -- Select fill compacted to 95% -- Compacted Soil STRUCTURAL SECTION

THROUGH STEPS

Scale 1:10

C-005C-006

Ø8 c/c 200 L=580

1 Ø8 Per step

4Ø10

C

Ø8 mesh c/c 200 L=variable

X(1010) 3X

3X

38mm dia CHS Handrail

TYPICAL RAMP

SECTION

Scale 1:10

Mortar Adjustment

-- 40mm precast reinforced concrete paver -- 50mm thick cement sand mortar -- Selected fill compacted to 95% -- Compacted Soil

Finished grade compact to 95%

Reinforced Concrete Curb 250mm with variable height

C-004/5/6C-007

Concrete Curb

K C-006C-006

D

C-007C-007

38mm dia CHS baluster c/c 2000

38mm dia CHS balustrade (2pcs)

Anchor bolt & Plate detail

4 27 4

Ø38mm CHS Handrail vertical member bolted to curb

HANDRAIL EXTENSION

DETAIL Scale 1:5

H C-004/5/6C-007

90°

Ø38mm CHS Handrail bent 90°

V-Cut & weld corner

R=

2xF1 100x100x6mm steel plates

ANCHOR BOLT &

PLATE DETAIL

Scale 1:2.5

2xFl 100x100x6mm steel plates

4 M12 bolt

SECTION 2-2

SCALE 1:5

SECTION 1-1

SCALE 1:5

Washers (Typ)

BM

TE

TR

A

T

EC

H

/0

5/

U S A

ID

E

TH

IO

P

IA

H

EA

LT

H

IN

FR

A S

TR

U C

TU

R E

P R O

G R A

M

G S

D

ES

IG

N

ED

B

Y

D W

N B

Y

C H

K B

Y

D A

TE

S U

B M

IT

TE

D B

Y

DA

TE

AP

R

SY

MB

NOTE: A3 SIZE REDUCED TO HALF SCALE

RENOVATION

(Gimbichu) Site # 208

G

IM

B

IC

H U

H E A

LT

H

C E N

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A T

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/1 4/

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BM

C-007

TY

PI

C A

L

RA

M P

A N

D S

TA

IR

D

ET

A

IL

S

TYPICAL RAMP AND STAIR DETAILS

TYPICAL STRUCTURAL DETAIL OF STEPS

SCALE 1:10

Scale1:10

.25 0 .25 0.5 0.75

0 2m

Scale1:5

1m

TYPICAL HANDRAIL AND STEPS DETAIL SCALE 1:10

UNLESS OTHERWISE NOTED,

ALL DIMENSIONS SHOWN ARE IN CENTIMETERS.

C-008

ASH PIT PLAN,SECTION & DETAILS

A

SH

P

IT

PL

A

N ,S

EC

TIO

N

D

ET

A

IL

S

BM

TE

TR

A T

EC

H

/0

5/

U S A

ID

E

TH

IO

P

IA

H

EA

LT

H

IN

FR

A S

TR

U C

TU

R E

P R O

G R A

M

G S

D

ES

IG

N

ED

B

Y

D W

N B

Y

C H

K B

Y

D A

TE

S U

B M

IT

TE

D B

Y

DA

TE

AP

R

SY

MB

NOTE: A3 SIZE REDUCED TO HALF SCALE

RENOVATION

(Gimbichu) Site # 208

G

IM

B

IC

H U

H E A

LT

H

C E N

T E R

R E N

O V

A T

IO

N

S

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O

D es ig n

D ev el op m en t D ra w in gs

/1 4/

/0 5/

0% D es ig n D ev el op m en t D ra w in

TOP VIEW

30 45 75

15070 70

R7

R

REINFORCED

CONCRETE SLAB

STONE MASONRY

WALL WITH MORTAR

CONNECTION

Ø80MM GALVANIZED

STEEL PIPE CONNECTED BY WELDING

ON ANGLE IRON TO THE CONCRETE BASE

674 X 524 X8MM CHECKERED

PLATE MANHOLE COVER WITH HANDLE

C-007 A C-007A

C-009 A C-009

Ø10c/c20 L-var.3

Ø8c/c20 L-var.4

4Ø12 L-var.1

St-Ø8c/c25 L-1302

R1

15 15

St-Ø8c/c25 L-130

Ø c/ c2 L -v a r.

Ø c/ c2 L -v a r.

St-Ø8c/c25 L-71

4Ø8 L-var.

4Ø12 L-var.1

2 St-Ø8c/c25 L-1302

3 4

Ø c/ c2 L -v a r.

Ø c/ c2 L -v a r.

4Ø12 L-var.

Ø c/ c2 L -v a r.

St-Ø8c/c25 L-170

4Ø12 L-var.

15 15

St-Ø8c/c25 L-170

4Ø12 L-var.

674 X 524 X8MM CHECKERED PLATE

MANEHOLE COVER WITH HANDLE

ANCHORED TO WALL

WITH ANGLE IRON

70 70150

10 45 10 44 604

P C-009 C-002

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETERS.

C-009

PLACENTA PIT DETAILS

1:10

.25 0 .25 0.5 0.75

NOTE:

ALL EXPOSED CONCRETE SHOULD BE SMOOTH FINISH

P

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RENOVATION

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(TYP)

SECTION A-A

TYPICAL DROP MANHOLE DETAIL FOR

WASTE WATER DRAINAGE

[WHERE REQUIRED] PLAN

N.T.S.

A A

PLAN

NTS

120 R.C. slab

Ladder Rung Ø24 reinforcement bar, development length 600

150 (manufacturer's thickness)

B B

Precast R.C.

MANHOLE

DIAMETER

(mm)

MANHOLE

DEPTH

(m)

600 1000 1200 1500

H-1 1.00 1.75 1.750 H-1 2.50 2.50 where required

25mm thick granolithic concrete pipe benching

H -1 m a x .6

3%

TY

P m a x .3

Ø600

5012560012550

120R.C. Slab

H -2

H -1

Ladder Rung

Ø24 Reinforcement bar, deveiopment length 600mm

(T Y P

100 (TYP)

Precast R.C.

80mm RC cover

Precast R.C.

S=3%

600 800 1000

MANHOLE

DIAMETER

(mm)

MANHOLE

DEPTH

(m)

H-1

H-2 0.00 0.75 0.75<H-2<1.50

H-1 > 2.5

150R.C. Bottom slab

C C

PLAN

NTS

Ø8c/c 120 both ways

5012560012550

80mm RC cover

Ø8c/c 120 both ways

Benching

150R.C. bottom slab min 150mm concrete

SECTION C-C

TYPICAL MANHOLE DETAIL FOR

WASTE AND STORM WATER DRAINAGE

N.T.S.

SECTION B-B

NTS

Finished Grade

16Ø Steel Bar

D-1

PVC Inlet Sewer Pipe (Size Varies See

Site Plan For Location)

PVC Outlet Sewer Pipe (Size Varies See

Site Plan For Location)

PVC Inlet Sewer Pipe (Size Varies See

Site Plan For Location)

PVC Outlet Sewer Pipe (Size Varies See

Site Plan For Location)

D1

Base Slab on 100 MIN Crushed Stone or Compacted Gravel Placed on Undisturbed Earth

D-1

D1 Base Slab on 100 MIN

Crushed Stone or Compacted Gravel

Placed on Undisturbed Earth

Finished Grade

16Ø Steel Bar

90° Elbow

150 R.C.

m in

.1 lean concrete Ø800

Ø50mm thick

Ø10c/c150 m in

.5

Ø300C.P.

DITCH

Ø16 steel bar handle Ø10c/c150

A ve ra g e m m V a r.

Ø600

Ø800

D D

PLAN

NTS

Ø600 precast concrete pipe

STORM WATER MANHOLE WITH SAND COLLECTOR

TYPICAL SECTION OF MAN HOLE

FOR WASTE WATER

(GRILL COVER DITCH &PIPE CONNECTOR MANHOLE)

Sc. 1:20

SECTION D-D

C-010

M A

N

HO

LE

D

ET

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IL

S

C -0

MANHOLE DETAIL

NTS

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETERS.

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RENOVATION

(Gimbichu) Site # 208

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SECTION A-A

Ø800 Ø400

WATER SUPPLY PIPE LAYING

TRENCHES DETAILS

NTS

TRENCHES AT NON VEHICULAR ROAD CROSSINGSTRENCHES AT VEHICULAR ROAD CROSSINGS

VALVE BOX DETAIL

NTS

Ø10 c/c 200mm

Concrete support (typ)

Ø10 c/c 150mm

Ø16 steel bar handle

Backfill

110 IN Ledge or earth

300 mm

Place sand (red ash) against undisturbed sides & bottom of trench to 300 above top (min)

Existing ground surface

Finished grade

300 (TYP.)

100mm RC Cover

Backfill

110 in Ledge or earth

300 mm

Place sand (red ash) against undisturbed sides & bottom of trench to 300 above top (min)

Finished grade

300 (TYP.)

WASTE WATER PIPE LAYING

NTS

Reinforced concrete or pvc pipe

NOTE: VALVE BOX DIAMETER AS SPECIFIED ON PLAN

R34

Finished grade

Backfill

100 min in ledge or earth

Place sand (red ash) against undisturbed sides & bottom of trench to 300 above top (min)

C-011

S A

N

IT

A R Y P

IP

E

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Y

IN

G D

ET

A

IL

S

C -0

SANITARY PIPE LAYING DETAILS

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETERS.

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RENOVATION

(Gimbichu) Site # 208

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Galvanized metal bracket with concrete anchors va ria bl e water supply pipe finished grade level gatevalve

PVC or sheet metal removable lid for access to gate valve

ELEVATION

Ø300mm UV protected PVC pipe water supply pipe finished grade level

PVC or sheet metal removable lid for access to gate valve c m m in cm m in va ria bl e

SECTION

Ø300mm (UV protected) PVC pipe water supply pipe

Galvanized metal bracket with concrete anchors wall

WATER SERVICE DETAIL

scale 1:5 floor finish level floor finish level

TOP

sand or red ash backing

D

SN-004 C-012

slot pipe as necessary to allow for pipe and gate valve

Ø300mm UV protected PVC pipe

5mm self tapping screw to secure lid bracket to pipe metal bracket fixed to lid

Galvanized metal bracket cm m in va ria bl e10

C-012

W A

TE

R

SE

RV

IC

E

D

ET

A

IL

WATER SERVICE DETAIL

0 2m

Scale1:5

1m

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RENOVATION

(Gimbichu) Site # 208

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R E N

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/1 4/

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0% D es ig n D ev el op m en t D ra w in remove window and frame and cut wall for new door

TOILET

terrazzo tiles to be removed 3.3m²

DELIVERY

PVC tiles to be removed 16.4m²

NURSE STATION

terrazzo tiles to be removed 8.12m²

WAITING

terrazzo tiles to be removed 17.1m²

HC HEADOFFICE

PVC tiles to be removed 15.96m²

TOILET

terrazzo tiles to be removed 4m²

POST NATAL

terrazzo tiles to be removed

4m²

TOILET

terrazzo tiles to be removed 3.3m² remove door and frame remove door and frame cut opening for door remove door and frame remove sink remove HWB and disabled latrine

20 155 15 190 20 376 20 185 15 150 20

20 360 20 376 20 350 20 remove door and frame

WH

WH

remove trench and prepare ground for apron and trench extension new sluice sink new HCB wall infill

New scrub sink

D9

D8

D8

D14

D11

D14

D8

TOILET

3.3m²

LABOR

polyurethane cement floor system 16.4m² WAITING polyurethane cement floor system 8.12m²

DELIVERY

polyurethane cement floor system 17.1m²

POSTNATAL

polyurethane cement floor system 15.96m²

SCRUB ROOM

polyurethane cement floor system 4m²

SLUICE ROOM

polyurethane cement floor system 4m²

TOILET

3.3m²

20 360 20 376 20 350 20 new HCB wall infill

X97.18 X97.84

X98.14

RAMP 8%

RAMP 8%

190 150

Ø32x600 mm stainless steel grabbar

Ø32x600mm stainless steel grabbar

New 50 liter water heater new ceramic threshold

New ceramic threshold New 50 liter water heater

REFER TO C-004

WH

AR-001 AR-002

A

WH

WH

WH

AR-002AR-001

New apron and trench extension new polyurethane cement floor system new polyurethane cement floor system new Ø10cm PVC downpipe,typical new Ø10cm PVC downpipe

UP

UP

STONE PAVED WALKWAY SIMILAR TO EXISTING

DELIVERY BLOCK: PLANS

AR-001

DELIVERY BLOCK:RENOVATION PLAN

D

EL

IV

ER

Y

BL

O C

K

PL

A N

S

0 5m1 2 3 41

Scale 1:50

ENTRANCE

KINDERGARTEN

NEW SINGLE STORY HOSPITAL PROJECT SITE

(UNDER CONSTRUCTION)

HIGH SCHOOL

ROAD

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H

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G R A

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G S

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B

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Y

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Y

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NOTE: A3 SIZE REDUCED TO HALF SCALE

RENOVATION

(Gimbichu) Site # 208

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T E R

R E N

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BM

DELIVERY BLOCK: DEMOLITION PLAN

NOTES:

1. Replace ceiling systems all rooms

2. Refer to AR-002 for roof repair work

3. Fill and patch openings from demolished elements,plaster and paint all HCB work to match adjacent existing or new

4. Refinish doors and windows per AR-020

5. Refer to AR-021 FINISHING SCHEDULE

6. Refer to AR-003 renovation schedule and Civil, Electrical and

Sanitary drawings for additional work this block

Ø38CHS handrail

98.14

97.82

99.04

97.18 new HCB infill plastered and painted RC curb wall

Ø38mm CHS handrail

HCB infill , typ.

98.72 new Ø11cm PVC downpipe new Ø11cm PVC downpipe,typical replace ridge cap paint entire wall to match existing replace gutter bothsides replace all existing downpipe this building

DELIVERY BLOCK: SECTION& ELEVATION

AR-002

DELIVERY BLOCK

SECTION

D

EL

IV

ER

Y

BL

O C

K:

S

EC

TIO

N A

N D

E

LE

V A

TIO

N

0 5m1 2 3 41

Scale 1:50

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TE

TR

A

T

EC

H

/0

5/

U S A

ID

E

TH

IO

P

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H

EA

LT

H

IN

FR

A S

TR

U C

TU

R E

P R O

G R A

M

G S

D

ES

IG

N

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B

Y

D W

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Y

C H

K B

Y

D A

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NOTE: A3 SIZE REDUCED TO HALF SCALE

RENOVATION

(Gimbichu) Site # 208

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BM

AR-001AR-002

A

DELIVERY BLOCK

ELEVATION AR-001AR-002

E

DELIVERY BLOCK: RENOVATION SCHEDULE

AR-003

D

EL

IV

ER

Y

BL

O C

K:

R

EN

O

V A

TIO

N

S C

HE

D

UL

E

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A

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ID

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EA

LT

H

IN

FR

A S

TR

U C

TU

R E

P R O

G R A

M

G S

D

ES

IG

N

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B

Y

D W

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Y

C H

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Y

D A

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D B

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DA

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NOTE: A3 SIZE REDUCED TO HALF SCALE

RENOVATION

(Gimbichu) Site # 208

G

IM

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H U

H E A

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C E N

T E R

R E N

O V

A T

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N

S

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D es ig n

D ev el op m en t D ra w in gs

/1 4/

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0% D es ig n D ev el op m en t D ra w in cut opening for door

REGISTRATION

ROOM

PVC tiles 26.14m² remove door and frame remove window and frame

20 601 20 275

20 275 20 578 20 demolish walls and remove all sanitary fittings remove HWB

TB CLINIC

PVC tiles 12m²

NURSE STATION

terrazzo tiles 5.42m²

NURSE

STATION

PVC tiles 12m²

DRUGSTORE

PVC tiles 26.14m² salvage water heater existing steps to be demolished and existing trench partially demolished remove window and framecut opening for door

WH

new laboratory cabinet new HCB infill

ANC & FAMILY

PLANNING

PVC tiles 12m²

EPI/UNDERFIVE

PVC tiles 12m²

OPD 1

PVC tiles 12m²

OPD 2

PVC tiles 12m²

OPD 3

PVC tiles 12m²

LABORATORY

polyurethane cement floor system 19.8m²

SAMPLE

ROOM

2.4m²

TOILET

1.92m² new HCB infill

20 312 15 274 20 275 20 271 20 275 20 578 20 new HWB

D11 D12

D11

W2 new HWB new HWB new HWB

X 98.56

X 98.26

X 97.96

REFER TO C-005

411167 new HCB wall new ceramic thresholdnew ceramic threshold

G4G4

Handrail

New trench around new ramp

AR-004 C-003

new PVC downpipe,Typical

D11D11 new HCB wall

OPD BLOCK: PLANS

AR-004

EXISTING CONDITIONS AND DEMOLITION PLAN

O

PD

B

LO

C K

: P

LA

N S

RENOVATION PLAN

0 5m1 2 3 41

Scale 1:50

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TU

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G R A

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N

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B

Y

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Y

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NOTE: A3 SIZE REDUCED TO HALF SCALE

RENOVATION

(Gimbichu) Site # 208

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/1 4/

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BM

ENTRANCE

KINDERGARTEN

NEW SINGLE STORY HOSPITAL PROJECT SITE

(UNDER CONSTRUCTION)

HIGH SCHOOL

ROAD

NOTES:

1. Fill and patch openings from demolished elements,plaster and paint all hcb work to match adjacent existing or new

2. Refinish doors and windows per AR-020

3. Refer to AR-021 FINISHING SCHEDULE

4. Refer to AR-010 Renovation schedule and Civil, Electrical and Sanitary drawings for additional work this block

98.56

97.96

99.46

99.16

98.26 new HCB infill

W2 100.36

98.56 plastered and painted surface

Handrail

99.46 plastered and painted surface

Ø38mm CHS handrail new PVC downpipe ,typ.new PVC downpipe ,typ.

paint entire wall to match existing

D11D11 new HCB infill

D11 D11

OPD BLOCK :ELEVATION

AR-005

ELEVATION

O

PD

B

LO

C K:

E

LE

VA

TIO

N

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TE

TR

A

TE

C H

/0

5/

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SA

ID

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TH

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PI

A

H

EA

LT

H

IN

FR

A

ST

RU

CT

UR

E

PR

O

G

RA

M

E H

I P

G S

SHEET

REFERENCE

NUMBER:

D

ES

IG

N

ED

B

Y:

D W

N B

Y:

C H

K

BY

D A

TE

SU

BM

IT

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D B

Y:

DA

TE

AP

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SY

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NOTE: A3 SIZE REDUCED TO HALF SCALE

RENOVATION

(Gimbichu) Site # 208

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IM

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C

EN

TE

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EN

O V

A

TI

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D es ig n

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/1 4/

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BM

NOTES:

1. REPLACE ALL DOWNPIPES OF THIS BUILDING

WH

SAMPLE ROOM

polyurethane cement floor system 2.4m²

TOILET

polyurethane cement floor system 1.92m²

D12

W2

LABORATORY

polyurethane cement floor system 19.8m²

Ø32mm stainless steel grab bars new laboratory counter

(AR-007-AR-008)

AR-006 AR-006 AR-006 AR-006

new CHWB new HCB wall D2

AR-006 AR-009

201601522015167

2057820

111 40 260 new ceramic threshold

A R-006

A R-006

A R-006

A R-006 new squat toilet new ceramic threshold

D11D11

+2.60 suspended ceiling system PVC panel ceiling

5mm Polyurethane cement floor system cement screed with strengthening admixture existing concrete sub floor new laboratory cabinet

±0.00

+0.90+1.00 acrylic emulsion paint

±0.00

+0.80 +0.60

+1.70 +1.80

+2.60 suspended ceiling system PVC panel ceiling

Polyurethane cement floor system cement screed with strengthening admixture existing concrete sub floor new 15x15x1cm ceramic tile

Ø32mm stainless steel grab bar acrylic emulsion paint

±0.00

+0.90+1.00

+2.40

LABORATORY FLOOR PLAN AND SECTIONS

AR-006

LA

BO

RA

TO

RY

F

LO

O

R

PL

A N

A N

D S

EC

TIO

N

SLABORATORY PLAN

Scale 1:25

BM

TE

TR

A

T

EC

H

/0

5/

U S A

ID

E

TH

IO

P

IA

H

EA

LT

H

IN

FR

A S

TR

U C

TU

R E

P R O

G R A

M

G S

D

ES

IG

N

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B

Y

D W

N B

Y

C H

K B

Y

D A

TE

S U

B M

IT

TE

D B

Y

DA

TE

AP

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NOTE: A3 SIZE REDUCED TO HALF SCALE

RENOVATION

(Gimbichu) Site # 208

G

IM

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H U

H E A

LT

H

C E N

T E R

R E N

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A T

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/1 4/

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BM

LABORATORY SECTION

Scale1:25 AR-006AR-006

-1 0 1 3m

Scale 1:25

LABORATORY SECTION

Scale1:25 AR-006AR-006

TOP VIEW

backsplash laminated on front,top & ends stainless steel lab sink

5 5

30mm thick particle board acid-resistant plastic laminated top

1 2 3

20mm thick particle board vertical panel laminated all sides, typ

2 128 2 61 2 60 25

A R-007

A R-008

A R-007

A R-008

A R-007

A R-008

ISOMETRIC DRAWING

20mm thick particle board door laminated on all sides

20mm thick particle board drawer face laminated on all sides backsplash laminated on front,top & ends

30mm thick particle board laminated on all sides

46x41 stainless steel lab sink

FRONT ELEVATION

backsplash laminated on front, top& ends

20mm thick particle board door laminated on all sides

20mm thick particle board drawer face laminated on all sides

100x20mm base

66 61

2 3

20mm thick particle board door laminated on all sides

20mm thick particle board vertical panel laminated all sides, typ

A R-007

A R-008

A R-007

A R-008

A R-007

A R-008

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETERS.

BM

TE

TR

A

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H

/0

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U S A

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P

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RENOVATION

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LABORATORY CABINET DETAIL 1

AR-007

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Scale1:10

.25 0 .25 0.5 0.75

20mm thick particle board door laminated on all sides4mm thick plywood backpanel backsplash laminated on front, top, & ends

50x20mm solid wood silicon sealant for joint

100X20mm base

30mm thick particle board laminated on all sides

10 36 2 10

SECTION 1-1

20mm thick particle board vertical panel laminated all sides, typ

20mm thick particle board base laminated on all sides

20mm thick particle board drawer laminated on all sides

4mm thick plywood back panel

4mm thick plywood drawer base

50x20mm solid wood

100x20mm solid wood base silicon sealant for joint

30mm thick particle board laminated on all sides backsplash laminated on front,top & ends

3 2

4 52 2

20mm thick particle board vertical panel beyond

20mm thick particle board base laminated on all sides

4mm thick plywood backpanel

50x20mm solid wood silicon sealant for joint

100X20mm solid wood base backsplash laminated on front, top, ends 30mm thick particle board laminated on all sides

4 52 2

10 2 36 2 10

20mm thick particle board shelf laminated on all sides

20mm thick particle board vertical panel laminated all sides, typ

20mm thick particle board base laminated on all sides

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETERS.

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LABORATORY CABINET DETAIL 2

AR-008

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SECTION 2

AR-008 AR-007

AR-008 AR-0071

AR-008 AR-007

SECTIONSECTION

Scale1:10

+120

+160

U shaped metal channel for sliding the window

1.2cm HPL sliding window (40x58cm) plastered and painted HCB wall

Concrete anchor hole in U-channel to be counter sunk such that head of anchor does not protrude

10mm thick Ceramic tile

Concrete anchor hole in U-channel to be counter sunk such that head of anchor does not protrude

AR-006 AR-009

S

+120

+160

2mm thick aluminum U channel

1.2cm HPL sliding window (40x58cm)

SLIDING WINDOW ELEVATION

Scale 1:5

3 40 40

+170

+110

Knob

Opening

2mm THICK

ALUMINUM U CHANNEL

Scale 1:2

2.

2.5

5.

10mm thick Ceramic Sill glued to plastered & level surface with adhesive

DETAIL

Scale 1:1

Concrete anchor hole in U-channel to be counter sunk such that head of anchor does not protrude

2.5

1.2cm HPL sliding window

AR-009 AR-009

S

2mm thick aluminum U channel

2.

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PASSTHROUGH WINDOW DETAIL

Scale1:5

50Cm

AR-009

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PASSTHROUGH WINDOW DETAIL

Scale 1:5

OPD BLOCK RENOVATION SCHEDULE

AR-010

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LABORATORY

ff cement tile to remain 11.82m²

20 275

LABORATORY

ff cement tile to remain 11.82m²

UNDERFIVE OPD

ff cement tile to remain 11.82m²

DISPENSARY

ff cement tile to remain 11.82m²

CASHIER

ff cement tile to remain 11.82m²

ADULT OPD

ff cement tile to remain 11.82m²

EMERGENCY

ff cement tile to remain 11.82m² remove sink remove HWB demolish wall remove window frame and demolish wall for passageremove door and frame remove steps cut wall up to existing halfwall height cut opening for window cut opening for window remove door and window and demolish wall for passage remove door and frame remove sink remove door and frame remove window and frame widen opening

WH

existing downpipe cut opening for window

20 275

HC HEAD

ff cement tile 11.82m²

FINANCE

ff cement tile 11.82m²

DISPENSARY

ff cement tile 11.82m²

REGISTRATION

ff cement tile to remain 18.35m²

TB CLINIC

ff cement tile to remain 11.82m²new HCB infill

X 97.42 new HCB infill

X 96.46 X 97.07

CASHIER

ff cement tile to remain 5.4m²

20 575 15

W11

D12 new HWB

RAMP 8%

RAMP 8%

W4A

W2 new HCB

20135

TOILET

existing tiles 1.8m²

PASSAGE

fill previous opening up 70cm new ceramic threshold

X 97.42 new HCB wall up to same height as existing partial wall

WH

new PVC downpipe new trench,typ.

up up

AR-011 C-003

new PVC downpipe,typ.

AR-011 C-003

D3

AR-011 AR-013

REFER TO C-006

patch cement tile to match existing ff cement tile to remain new cement tile

REGISTRATION BLOCK PLANS:

AR-011

EXISTING CONDITIONS AND DEMOLITION PLAN

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RENOVATION PLAN

0 5m1 2 3 41

Scale 1:50

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ENTRANCE

KINDERGARTEN

NEW SINGLE STORY HOSPITAL PROJECT SITE

(UNDER CONSTRUCTION)

HIGH SCHOOL

ROAD

NOTES:

1. Fill and patch openings from demolished elements,plaster and paint all hcb work to match adjacent existing or new

2. Refinish doors and windows per AR-020

3. Refer to AR-021 FINISHING SCHEDULE

4. Refer to AR-014 Renovation schedule and Civil,Electrical and Sanitary drawings for additional work this block

96.62

97.42

97.07 terrazzo sill new HCB wall plastered and painted surface

Ø38 CHS handrail

PASSAGE

W11 new PVC downpipe new PVC downpipe typical

W4AW2

97.36

96.82

+1.90 new HCB wall new HCB wall up to existing halfwall height

W2A+1.90

±0.00 new HCB wall plaster and paint surface

96.62

97.42 new external steps (refer to C-007 for typical detail) paint entire wall to match exsiting

TYPE 4 Sign for TB clinic

REGISTRATION BLOCK:ELEVATIONS

AR-012

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