Attachment_1.1_-_CLIN-001_Arsi_Negelle_Design_Drawings.pdf

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INDEX OF DRAWINGS

SANITARY DRAWINGS

SN-002

DELIVERY BLOCK: SANITARY PLAN &

RISER DIAGRAM

SN-003

04/05/13

04/05/13

04/05/13SN-001

ELECTRICAL DRAWINGS

EL-001

EL-002

EL-003

MAIN POWER SUPPLY DETAIL AND

DISTRIBUTION SCHEDULE

WAITING & REGISTRATION BLOCK

ELECTRICAL PLAN

EL-004 04/05/13

04/05/13

04/05/13

04/05/13

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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

SITE RENOVATION PLAN

SHEET

REFERENCE

NUMBER

ISSUE

STATUS

DATE OF

ISSUE

DRAWING TITLE

C-003

AR-001

AR-002

AR-003

AR-004

AR-005

AR-006

AR-008

AR-009

04/05/13AR-007

G-001 INDEX OF DRAWINGS

C-001

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

ARSI NEGELE HEALTH CENTER

DELIVERY BLOCK :

SCRUB AND SLUICE ROOMS

LABORATORY PARTIAL PLAN AND SECTION REV 1

OPD BLOCK: SANITARY PLAN & RISER

DIAGRAM

04/05/13

WALKWAY & LANDING PLAN AND

SECTIONS

REV 1

REV 1

REV 1

REV 1

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

WINDOW DOOR AND SIGNAGE TYPE SCHEDULE

04/05/13REV 1

AR-013 04/05/13REV 1

DELIVERY BLOCK :

RENOVATION SCHEDULE

DOOR AND WINDOW REFINISHING

SCHEDULE

G-001

LABORATORY CABINET DETAIL 1

LABORATORY CABINET DETAIL 2

PIT LATRINE PLANS AND ELEVATIONS

DISABLED LATRINE DETAIL

WALL CLADDING AND SERVICE

COUNTER DETAILS

WINDOW & DOOR SCHEDULE

AR-014 04/05/13REV 1

AR-015 04/05/13REV 1

AR-016 04/05/13REV 1

AR-017 04/05/13REV 1

C-004 ASH PIT DETAILREV 1 04/05/13

ART BLOCK :PLANS

NEW INPATIENT TOILET DETAIL

ART BLOCK:RENOVATION SCHEDULE

OPD BLOCK :PLANS

OPD BLOCK :

RENOVATION SCHEDULE

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

EL-000

EL-005

EL-006

EL-007

04/05/13REV 1

04/05/13REV 1

04/05/13REV 1

LEGEND, NOTES, DETAILS AND FITTING

SCHEDULE04/05/13

OPD BLOCK ELECTRICAL PLAN

ADMINISTRATION BLOCK ELECTRICAL

PLAN

DELIVERY BLOCK ELECTRICAL PLAN

SITE ELECTRICAL PLAN

INPATIENT/ART BLOCK ELECTRICAL

PLAN

FINISHING SCHEDULEAR-018 04/05/13REV 1

GENERAL NOTES

04/05/13SN-000 REV 1

G-003 GENERAL NOTESREV 1 04/05/13

SN-004 04/05/13REV 1 DISABLED LATRINE SANITARY PLANS AND

RISER DIAGRAM

SN-005 04/05/13REV 1 SANITARY DETAILS

SITE UTILITIES PLAN

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

**A

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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SYMBOLS AND ABBREVIATIONS

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G-003

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, ART and Administration blocks, as well as modification to one latrine to provide handicapped access.

Renovation includes modification of some walls, replacement/relocation of some doors and windows. 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, Inpatient and Administration 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 disabled latrine, 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.

e. Waste Management: Construction of new ash pit as shown on drawings.Repair incinerator as required.

f. 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.

g. All existing ceiling in Outpatient,Delivery,ART,Waiting /Registration and Administration block shall be removed and replaced entirely.

h. Sanitary :Repair existing waste water lines as required.

i. Remove all ceiling systems in Waiting,Adminstration<delivery<ART & OPD blocks.Replace with new PVC ceiling panel.Replace ceiling support sytem as required

2. Site elevations are based on assumed Delivery 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 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. All building layout dimensions are to the outside edge of the building wall.

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

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

14. 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.

Adjacent facilities damaged in the process shall be patched to match such that the patch, when completed, is not noticeable as such.All HCB infill wall shall be plastered and painted to match adjacent.

15. 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.

16. 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.

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

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

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

20. 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.

21. 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.

22. 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.

23. 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.

MH16

MH15 MH14 MH13 MH12 MH11 MH10 MH9 MH8 MH7 MH6 MH5

MH16

MH4

MH3

MH17

MH4

MH3

MH2

MH1

MH18

EXST ART BLOCK

(PREFAB)

FFL 100.00

EXST

WAITING

AND

REGISTRATION

(PREFAB)

EXST ADMIN

BLOCK

(PREFAB)

FFL 100.00

EXST

OPD

(PREFAB)

100.033

EXST GUARD

HOUSE

FFL 98.71

EXST

GENERATOR

FFL 99.70

EXST

TB CLINIC

FFL100.67

EXST OPEN SHED

CHILD NUTRITION

(CIS)

FFL 97.25

EXST

C.I.S

KITCHEN EXST

PIT LATRINE

FFL 98.25

EXST

WOREDA

STORE

FFL 97.88

EXST

CHILDREN

LATRINE

X 98.502

EXST

CIS

LATRINE

EXST

PIT

LATRINE/SHOWER

98.457

EXST

CAFETERIA

FFL 99.27

EXST MORGUE

FFL 100.83

X 99.69

PIT LATRINE

98.257

EXST

HOLDING

TANK

96.98

EXST LAUNDRY

BASIN

EXST PLACENTA PIT

EXST 8m³ RESERVOIR

10M³ FIBERGLASS

RESERVOIR ON STONE

MASONRY BASE

EXST 4m³@2m ELEVATED

WATER TANK

X 97.32

X 97.55 X 97.84

X 98.11 X 98.38

X 99.24X 98.95X 98.62

X 98.73 X 100.06 X 99.18

X 99.15X 98.84X 98.76

X 99.60 X 99.66 X 99.82 X 99.94 X 100.02 X 100.38

X 100.46

X 99.69

X 99.687

X 99.63

X 99.57

X 99.50

X 98.39

X 98.45

X 98.27

X 98.07

X 98.13

X 98.06

X 98.10

X 97.85

X 98.50

X 97.18

X 96.97

X 98.58 X 98.74

X 97.32

X 97.32

X 98.04X 97.36X 97.10 X 97.64

X 99.93

X 99.68

X 99.48

EXST ASH PIT

EXST INCINERATOR

X 99.74

X 99.74

X 100.16

X 99.20X 98.45

X 98.74 X 99.22 X 99.40

X 99.21X 98.87X 98.57 X 99.30

X 97.27

X 97.30

X 98.50

X 99.89 X 100.06

X 99.94

X 99.68

X 99.99

X 100.00

X 99.98

X 100.17 X 100.38

X 100.04 X 100.25

X 101.47 X 99.91X 100.67

X 99.08X 98.74

X 99.80

X 98.67

X 98.30

X 98.67 X 99.62 X 98.74

X 97.00X 96.72X 96.48

X 97.32

X 97.32

X 97.84X 97.83

X 97.32

X 97.83

X 97.32

X 99.06

X 98.94

X 99.24

X 98.91

X 99.48

X 98.47 X 98.65

X 99.08

X 98.32 X 99.53 X 99.66 X 99.94

X 99.10X 99.19 X 98.39

X 99.46X 98.91

X 98.67

X 98.41

X 98.3

X 99.54

X 99.22

X 97.32

X 98.71

X 99.82

X 97.86 X 98.66

EXST HALF STONE AND METAL GRILL FENCE

X 97.05 X 97.59

X 97.75

EXST ANGLE IRON POST AND BARBED WIRE FENCE

EXST PAVED FOOT PATH GRAVEL PATH

GRAVEL PATH

HALF MASONRY AND METAL GRILL FENCE

EXST GRAVEL FOOT PATH

EXST STONE PAVED WALKWAY

METAL POST AND

BARBED WIRE FENCE

ROAD

ROAD

ROAD

ROAD

EXST PIT LATRINE

FFL 100.46

EXST MOTHER TO MOTHER

FL 100.52

SOAK AWAY PIT

FFL 96.683

EP

MDB

(3PHASE4)

EXST

REMOVE WALKWAY AND ADD STEPS

UP

EXST DELIVERY BLOCK

(PREFAB)

FFL 100.00

EXST ENTRANCE

REMOVE MANHOLE ,TYP.

8.30

20.50 5.60

.5

.1

4.

4.

7.

2.

.5

5.

4.

8.

.0

3.

2.

4.60 4.90 8.60 5.40 26.80 43.10 4.40 4.70 15.90 5.40 10.00

6.40

3.

.8

8.

.2

8.

.5

1.

2.

66 1.

1.

.9

8.

2.

2.

8.70 6.60 21.70 4.10 17.608.706.6019.004.5017.108.204.60

.8

C-001 AR-004

C-001 AR-001

C-001 AR-013

C-001 AR-007

SITE DEMOLITION PLAN

C-001

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-5 0 5 25m15 2010

Scale 1:250UNLESS OTHERWISE NOTED, ALL DIMENSIONS SHOWN ARE IN METERS.

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NOTES:

1. Remove all existing ceiling panel in Administration, Delivery, ART and OPD blocks.

2. Site elevations are based assumed Delivery block finished floor elevation at 100 meters

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

4. Demolish existing walkway and stairs to pit latrine as shown.

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

DELIVERY BLOCK

(PREFAB)

FFL 100.00

ADMIN.

BLOCK

(PREFAB)

FFL 100.00

OPD

BLOCK

(PREFAB)

100.033

MORGUE

FFL 100.83

EXST PLACENTA PIT

REPAIR INCINERATOR

X 99.74

ROAD

ROAD

EXST PAVED FOOT PATH EXST PAVED ROAD

EXST PAVED ROAD

HALF MASONRY AND METAL GRILL FENCE

EXST PAVED FOOT PATH

ROAD

METAL POST AND

BARBED WIRE FENCE

EXST 10M³ FIBERGLASS RESERVOIR

ON MASONRY BASE

EXST 4m³@2m ELEVATED

WATER TANK EXST ANGLE IRON POST AND BARBED WIRE FENCE

DISABLED LATRINE

REF(AR-013-AR-014)

SOAK AWAY PIT

FFL 96.683

EXST MOTHER TO MOTHERF

FL 100.52

WAITING

AND

REGISTRATION

BLOCK

(PREFAB)

EXST 8m³ RESERVOIR

REPAIR FENCE

AS REQUIRED

HALF STONE AND METAL GRILL FENCE

CHANGE CEILING PANELS TO PVC

RENOVATION WORK

(REFER TO AR-007-AR-011)

RENOVATION WORK

(REFER TO AR-001-AR-003)

ART BLOCK

(PREFAB)

FFL 100.00

RENOVATION WORK

(REFER TO AR-004-AR-006)

X 100.45

RC CAP OVER EXISTING ASH PIT

EXISTING WALKWAY

CHANGE CEILING PANEL TO PVC

EXST OPEN SHED

CHILD NUTRITION

(CIS)

FFL 97.25

EXST

C.I.S

KITCHEN

EXST

PIT LATRINE

FFL 98.25

EXST

WOREDA

STORE

FFL 97.88

EXST

CHILDREN

LATRINE

X 98.502

EXST

CIS

LATRINE

EXST

PIT

LATRINE/SHOWER

98.457

PIT LATRINE

98.257

EXST

HOLDING

TANK

96.98

EXST LAUNDRY

BASIN

ROAD

EXST GUARD

HOUSE

FFL 98.71

EXST

GENERATOR

FFL 99.70

EXST

TB CLINIC

FFL100.67

EXST

CAFETERIA

FFL 99.27

EXST ENTRANCE

EP

MDB

(3PHASE4)

LOCATION OF TYPE 4 SIGNAGE

UP

NEW ASH PIT

W C-002 C-003

A C-002 C-004

6.60 23.80 6.60 7.40 4.70

8.

2.

.0

2.

4.

6.60 8.70 6.40 8.70 6.60

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SITE RENOVATION PLAN

C-002

SI

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A

TIO

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LA

N

-5 0 5 25m15 2010

Scale 1:250UNLESS OTHERWISE NOTED, ALL DIMENSIONS SHOWN ARE IN METERS.

NOTES:

1. Install new PVC ceiling panels in all areas of Administration, Delivery, ART Registration and OPD blocks.Modify ceiling support system where partition walls are demolished to form a single continuous ceiling support system prior to installation of PVC pane

2. Construct new Ash pit

3. Construct new walkway, stair and landing at pit latrine

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

Reinforced Concrete Curb

Reinforced Concrete landing slab

50mm cement mortar fill Bedding -select fill compacted to 95%

Reinforced Concrete Curb

Existing concrete structure

Existing Grading V ar ie s

Finished Grade

Ø300mm Concrete pipe

500x500x40mm precast concrete paver

30mm cement mortar fill sand fill

A C-003C-003

+100.45X100.00

A C-003C-003

500x500x40mm Precast Concrete

Paver

500x500x40mm Precast Reinforced concrete Paver

1.2 meter high HCB wall above grade

B C

-003 C

-003 B

C -003

C -003

PIT LATRINE

FOR DISABLED

100.457

WALKWAY

(SLOPE 7.5%)

X100.45

REFER TO AR-013

Ø300mm precast concrete pipe

UP

UP

existing trench

Existing dirt path

169 162 139

C-003 B

15 154 15

15 15 C-003 C-008

B C-008

25 1 50 1 50 1 25

C-003 K C-003

50x50x4 cm Precast concrete paver

4:1 minimum Slope to Existing grade

5cm Cement Sand mortar

4cm thick Paver select fill compacted to 95% compacted soil

-- 100mm Reinforced Concrete Slab

-- Select fill compacted to 95%

Finished Floor

50x50x4cm RC paver

Reinforced Concrete Steps

Reinforced Concrete Steps

C -0

C

-0

X C

-0

C -0

03X

115 30

LAUNDRY

UP

Building apron building apron

Reinforced Concrete Curb exst open drain

NOTE:

1. Exposed concrete surface shall be smooth finished concrete.

TYPICAL CONCRETE

CURB ST SECTION

Scale 1:10

C-008 K C-008

Ø8 c/c 200 L=Variable

4Ø10

Finished Grade

Selected Backfill @ 95% Compaction

3d

3 d d d≤90 use stone masonry above

WALKWAY AND LANDING

PLAN AND SECTIONS

C-003

W A

LK

W

A Y

A N

D

LA

N

DI

N G

PL

A

N A

N D

SE

C

TIO

N

S

WALKWAY PLAN

SC 1:50

SECTION A

Scale 1:20C-003 C-003

A 0 5m1 2 3 41

Scale 1:50

-0.5 0 0.5 1.5 2m1

Scale 1:20 NOTE:Contractor shall grade adjacent area appropriately

UNLESS OTHERWISE NOTED,

ALL DIMENSIONS SHOWN ARE IN CENTIMETERS.

C-003 C-002 W

SECTION X

Scale 1:20C-003 C-003

X

LANDING PLAN

Scale 1:20C-003 AR-004

L

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TYPICAL PAVER LAYOUT OF WALKWAY

Scale 1:20

SECTION B

Scale 1:20C-003 C-003

B

UNLESS OTHERWISE NOTED,

ALL DIMENSIONS SHOWN ARE IN CENTIMETERS.

C-004

ASH PIT PLAN,SECTION & DETAILS

A

SH

P

IT

PL

A

N ,S

EC

TIO

N

D

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A

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S

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O remove door and frame and widen wall opening remove sink salvage water heater remove door and frame remove sink remove door frame to remain remove door and frame demolish wall

EXISTING

RAMP

TOILET

ff terrazzo 5.3m²

POSTNATAL

ff terrazzo A=16.8m²

DELIVERY

ff terrazzo to be removed 13.65m²

STERLIZATION

/SLUICE ROOM

terrazzo tiles to be removed

5.30m²

EPI

ff terrazzo to be removed 22m²

ANC

terrazzo tiles

4.4m²

CASE

MANAGER

terrazzo tiles

3.3m²

PASSAGECOLD

STORE

terrazzo tiles to be removed 8.34m²

FAMILY

PLANNING

ff terrazzo 8.28m²

CORRIDOR

terrazzo to be removed 9.11m²

ANTENATAL

terrazzo 12.25m² salvage water heater

15 230

WH

WH WHWH

exisitng steps

TOILET

terrazzo tiles to remain 5.29m²

POSTNATAL

Terrazzo tiles to remain

13.65m²

DELIVERY

polyurethane cement floor system 16.84m²

SLUICE ROOM

polyurethane cement floor system 5.30m²

MINOR OPERATIONS

polyurethane cement floor system 22.9m²

LABOR ROOM

existing terrazzo tile to remain 8.28m²

PASSAGE

SCRUB ROOM

polyurethane cement floor system 4.83m²

CORRIDOR

polyurethane cement floor system 12.55m²

ANTENATAL

Terrazzo tiles to remain

12.25m²

D7D7

D7D7 new ceramic threshold new handwash D2A

D2 fill opening with HCB

FAMILY PLANNING

patch Terrazzo tiles floor to match existing 8.40m² fill opening with HCB

D1 D1

TYPE 3 signage new HCB wall infill new HCB wall new ceramic threshold

EXISTING

RAMP

salvaged water heater

15 230

370 15 230

15 15 new ceramic threshold,typical

D1

WH

WH

exisitng steps

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DELIVERY BLOCK: PLANS

AR-001

DELIVERY BLOCK: EXISTING CONDITIONS AND DEMOLITION PLAN

D

EL

IV

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Y

BL

O C

K:

P

LA

N

S

DELIVERY: RENOVATION PLAN

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0 5m1 2 3 41

Scale 1:50UNLESS OTHERWISE NOTED, ALL DIMENSIONS SHOWN ARE IN CENTIMETERS.

NOTES:

1. Replace ceiling systems all rooms

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

3. Refinish doors and windows per AR-017

4. Refer to AR-018 FINISHING SCHEDULE

5. Refer to AR-003 renovation schedule and

Civil,Architectural,Electrical and Sanitary drawings for additional work this block

WH

new sluice sink

SCRUB ROOM

polyurethane cement floor system

(4.8m²)

C

A

D7

50 litre water heater reinstalled new scrub sink

D7

D7 D7

D2

D2A new HCB wall infill

15 230 15

15x15x1cm ceramic tiles

15x15x1cm ceramic tiles

SLUICE ROOM

polyurethane cement floor system

(5.3m²) new scub sink

±0.00

+0.95

+1.70

Existing metal T-frame new PVC panel ceiling

+2.80

15x15x1cm ceramic tiles

5mm Polyurethane cement floor system cement screed with strengthening admixture existing concrete sub floor acrylic emulsion paint new sluice sink

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

±0.00

+0.95

+1.70

Existing metal T-frame new PVC panel ceiling

50 litre water heater reinstalled

+2.50

+2.80

+1.45 15x15x1cm ceramic tiles acrylic emulsion paint

BM BM

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EC

H

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SCRUB & SLUICE ROOMS DETAILS

AR-002

SC

RU

B

SL

UI

C E

RO

O

M S

DE

TA

IL

S

-0.5 0 0.5 1.5 2m1

Scale 1:20

INTERNAL ELEVATION C

INTERNAL ELEVATION A

D1

AR-002 AR-001

SLUICE & SCRUB

ROOMS PLAN

TR

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DELIVERY BLOCK:

RENOVATION SCHEDULE AR-003

D

EL

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BL

O C

K:

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O demolish partition remove door and frame remove door and frame demolish partition

PASSAGE

LAUNDRY

terrazzo tiles 9.8m²

ART

PHARMACY

terrazzo tiles 6.7m²

ART CLINIC

terrazzo tiles 20.87m²

NURSE STATION

terrazzo tiles 12.25m²

VERANDHA

INPATIENT

terrazzo tiles 29.64m²

GUARDS'

STORE

NURSE STATION

terrazzo tiles 5.56m²

VCT

terrazzo tiles 5.56m² remove window frame salvage water

345 15 490

0 15 remove concrete laundry trough

STORE cut opening for door remove latrine remove shower tray partially demolish apron cut opening for door remove door remove door

WH

UP

PASSAGE

VERANDHAART PHARMACY

terrazzo tile to remain

6.7m²

ART CLINIC

terrazzo 20.87m²

VCT

terrazzo tile to remain

9.8m²

NURSE STATION

patch terrazzo tiles to match existing

11.52m²

MALE WARD

terrazzo tile to remain 14.5m²

FEMALE AND PEDIATRICS WARD

patch terrazzo tiles to match existing

18.8m²

LAUNDRY

ceramic tiles 5.70m²

D2A

CASE MANAGER

terrazzo tile to remain

12.25m²

D2

D2

D2 new wall infill up to 90cm ht

W11 new wall infill new HCB wall new wall infill new wall infill salvaged water heater

New HWB

±0.00

Laundry tub on fabricated metal stand submit shop drawing for approval by site engineer new ceramic threshold

15232

15 15 490

TOILET

ceramic tiles 5.70m²

C O

RR

ID

O R te rra zz o til e to re m ai n 4m ² new ceramic threshold

D2

BM BM

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ART BLOCK: PLANS

AR-004

INPATIENT /ART BLOCK: EXISTING CONDITIONS AND DEMOLITION PLAN

A

RT

B

LO

C K:

P

LA

N S

INPATIENT/ART BLOCK: RENOVATION PLAN

0 5m1 2 3 41

Scale 1:50UNLESS OTHERWISE NOTED, ALL DIMENSIONS SHOWN ARE IN CENTIMETERS.

NOTES:

1. Replace ceiling systems all rooms

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

3. Refinish doors and windows per AR-017

4. Refer to AR-018 FINISHING SCHEDULE

5. Refer to AR-006 renovation schedule and Civil,Architectural,Electrical and

Sanitary drawings for additional work this block

TOILET

ceramic tiles (5.70m²)

B A

D2

15 233 15 salvaged 50 litre water heater

Ø32x60mm stainless steel grab bar

1% slo pe

30 30 new HWB new wall infill ceramic threshold new toilet new shower

Ø32x60mm stainless steel grab bar

±0.00

+0.80

+1.70

150x150x10mm ceramic tiles 40mm thick cement screed existing concrete sub floor

±0.00

+1.00

+1.70

Existing metal T-frame new PVC panel ceiling

50 litre water heater reinstalled

Existing metal T-frame new PVC panel ceiling

+2.50

+2.80 +2.80

15x15x1cm ceramic tiles

15x15x1cm ceramic tiles

Ø32x60mm stainless steel grab bar

+0.80+0.80

+0.60

150x150x10mm ceramic tiles 40mm thick cement screed existing concrete sub floor

+2.50

+1.00

+0.80

Synthetic paint

Synthetic paint

BM BM

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NEW INPATIENT TOILET DETAIL

AR-005

N

EW

IN

PA

TIE

N

T

TO

IL

ET

D

ET

A

IL

-0.5 0 0.5 1.5 2m1

Scale 1:20

INTERNAL ELEVATION BINTERNAL ELEVATION A

TOILET PLAN

SCALE 1:25

D2

AR-005 AR-004

TR

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ART BLOCK:

RENOVATION SCHEDULE

AR-006

A

RT

B

LO

C K:

RE

N

O V

A

TIO

N S

C

HE

D

UL

E

0 5m1 2 3 41

Scale 1:50 remove water heater

W H cut opening for new door cut opening for new door

LABORATORY

terrazzo tiles to be removed 21.56m²

OPD 1

terrazzo tiles 21.56m²

OPD 2

terrazzo tiles 17.1m²

EMERGENCY

terrazzo tiles to be removed 21.56m²

DRUG STORE

terrazzo tiles 16.54m²

DISPENSARY

terrazzo tiles 15.04m² remove sinkcut opening in wall for LTZ window

1534215376

49015 remove sink and water heater remove terrazzo tiles new laboratory cabinet

LABORATORY

polyurethane cement floor system 21.56m²

OPD 1

terrazzo tiles to remain 15.6m²

OPD 2

terrazzo tiles to remain 17.1m²

EMERGENCY

polyurethane cement floor system 21.56m²

DRUG STORE

terrazzo tiles to remain 16.54m²

DISPENSARY

terrazzo tiles to remain 15.04m² new HWB new HCB wall plastered& painted

D2A

D3

W2

New SSW

A

AR-007 AR-008

A

AR-007 AR-008

D3

New SSW

Existing HWB to remain new HCB infill ceramic threshold

120 15 355 15 390 15 490 15 376 15 342 15 ceramic threshold

TOILET

SAMPLE

ROOM

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OPD BLOCK: PLANS

AR-007

OPD BLOCK :DEMOLITION PLAN

O

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PL

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OPD BLOCK: RENOVATION PLAN

0 5m1 2 3 41

SCALE 1:50

UNLESS OTHERWISE NOTED,

ALL DIMENSIONS SHOWN ARE IN CENTIMETERS.

NOTES:

1. Replace ceiling systems all rooms

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

3. Refinish doors and windows per AR-017

4. Refer to AR-018 FINISHING SCHEDULE

5. Refer to AR-012 renovation schedule and

Civil,Architectural,Electrical and Sanitary drawings for additional work this block new laboratory cabinet

LABORATORY

polyurethane cement floor system

21.78m²

OPD 1

terrazzo tiles 15.6m² new HCB wall plastered& painted

TOILET

polyurethane cement screed floor system 2.6m² new cast iron squat pan with water cistern

SAMPLE ROOM

polyurethane cement screed floor system 2.47m²

New CHWB A

AR-008 AR-008

A

AR-008AR-008

15 490 15 120 15 355 15

D2A

D3

W2

D3

Ø32x600mm stainless steel grab bar new ceramic threshold existing water heater

New HWB new laboratory cabinet

LABORATORY OPD 1

new HCB wall plastered& painted

Ø32 x 600mm stainless steel grab bar

Polyurethane cement floor system cement screed with strengthening admixture existing concrete sub floor existing metal T-frame new PVC panel

±0.00

+0.80

+1.70

+2.25

+2.80

+0.60 existing terrazzo tiles existing cement screed existing concrete structure

Polyurethane cement floor system cement screed with strengthening admixture existing concrete sub floor

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LABORATORY PARTIAL

PLAN AND SECTION

AR-008

LABORATORY SECTION

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-1 0 1 3m

Scale 1:25

LABORATORY PARTIAL PLAN

SCALE 1:25

D3

AR-008 AR-007

A R-009

A R-010

A R-009

A R-010

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-009

A R-010

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-009

A R-010

A R-009

A R-010

A R-009

A R-010

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETERS.

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LABORATORY CABINET DETAIL 1

AR-009

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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

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-010

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SECTION 2

AR-010 AR-009

AR-010 AR-0091

AR-010 AR-009

SECTIONSECTION

11015

25mm wooden counter attached to wall

8515 15

40X40X2mm RHS bracing

A A

R-011 A

R-011 A

A R-011

A R-011

2 (40x40x4mm) angle Iron for support

25mm wooden counter attached to wall

20X20X2 SHS

Grill horizontal member

Screw with Fischer prefab concrete wall

40X40X2mm RHS bracing

SECTION A-A

wooden screw to fix top 10 25 5

85 15

25mm wooden counter attached to wall

60 1515

40X40X2mm RHS bracing 90

A A

R-011 A

R-011 A

A R-011

A R-011

New 15mm magnesium board fixed to metal frame with appropriate screw and painted

30x30 wooden batten prefab concrete wall element (existing) moldable polyurethane coving

INTERIOR EXTERIOR

existing prefab concrete columns New 15mm magnesium board fixed to metal frame with appropriate screw and painted synthetic paint

30x30mm wooden batten located at each end and a central piece halfway

4.

4.

existing prefab concrete element

B A

R-

A

R-

B A

R-

A

R-

49.0 49.0

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MAIN DISPENSARY

SERVICE COUNTER PLAN

Scale 1:10

WALL CLADDINGAND SERVICE

COUNTER DETAILS

AR-011

W A

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S

D4

AR-011 AR-007

ART PHARMACY

SERVICE COUNTER PLAN Scale 1:10

D3

AR-011 AR-004

SECTION B-B

Scale 1:10

0 1.0.20 .40 .60 .80

1:10

TYPICAL WALL PANEL CLADDING DETAIL

Scale 1:10

SECTION A-A

Scale 1:10

A

AR-011 AR-011

D5

AR-011 AR-001

B

AR-011 AR-011

OPD BLOCK:RENOVATION SCHEDULE

AR-012

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BC

15 215 10 215 15

Ø32x900mm stainless steel grab barnew disabled latrine

(to be modified onsite so as to align opening with hole)

DISABLED MALE TOILET

polyurethane cement floor system 4.75m²

DISABLED FEMALE TOILET

polyurethane cement floor system 4.75m²

New HCB infill

15238023901090458015

New HCB wall 1.2m height above FFL new HWB tissue holder

D2A D2A new HWB

Ø32mm stainless steel grab bar

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

±0.00

INTERNAL ELEVATION C

+0.95

+0.45

+2.80

Synthetic enamel paint

±0.00

+0.95

+0.45

+2.80

Ø32mm stainless steel grab bar

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

Synthetic enamel paint

PIT LATRINE

cement screed

2.26m²

103 10 105 10 103 10 100 15

Demolish partition Demolish partition

PIT LATRINE

cement screed

2.26m²

PIT LATRINE

cement screed

2.26m²

PIT LATRINE

cement screed

2.26m² fill hole with wooden stopper and cover with strengthened lean concrete demolish existing steps

Remove door and frame

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PIT LATRINE PLANS AND ELEVATIONS

AR-013

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PIT LATRINE EXISTING CONDITIONS

AND DEMOLITIONS PLAN

INTERNAL ELEVATION C

DISABLED TOILET

RENOVATION PLAN

INTERNAL ELEVATION B

-0.5 0 0.5 1.5 2m1

Scale 1:20UNLESS OTHERWISE NOTED, ALL DIMENSIONS SHOWN ARE IN CENTIMETERS.

C-002 AR-013

C-001 AR-013

TOP VIEW

DISABLED LATRINE DETAIL

SECTION B-B

SECTION A-A

SECTION C-C

Scale1:5

50Cm

AR-014

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN MILLIMETER.

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AR-014 AR-013

WINDOW DOOR &

SIGNAGE TYPE SCHEDULE

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETERS.

AR-015

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ROOMNO.

DOOR

TYPE FRAME MATERIAL QTY WIDTH HEIGHT GLAZING

SIZE

DOOR SCHEDULE

REMARKS

ROOM

WINDOW

TYPE FRAME MATERIAL QTY WIDTH HEIGHT THK GLAZING

WINDOW SCHEDULE

REMARKSSIZE

MALE WARD

SCRUB

TOILET

DELIVERY

POSTNATAL

SLUICE

LABORATORY SAMPLE TOILET

MALE WARD

D2 WOODEN 1 90 280 5mm thick clear glass

D7 WOODEN 2 80 280

D7 WOODEN 2 80 280

D1 WOODEN 1 120 280 5mm thick clear glass

W2 1 80 70 5mm thick frosted glass3.8LTZ

W11 1 135 170 5mm thick clear glass3.8LTZ

D1 WOODEN 2 120 280

D2A METAL 1 90 280

D2 WOODEN 1 90 280

D3 WOODEN 1 80 280

PANEL MATERIAL

WOODEN & METAL

WOODEN

WOODEN

WOODEN

WOODEN

WOODEN

SHEET METAL

WOODEN

5mm thick clear glass

5mm thick clear glass

5mm thick clear glass

5mm thick clear glass

5mm thick clear glass

5mm thick clear glass

Open to Inside

Open to Inside

LABORATORY

FEMALE WARD6

D2 WOODEN 1 90 280WOODEN 5mm thick clear glass

D2 WOODEN 2 90 280WOODEN 5mm thick clear glass

LAUNDRY D2A LTZ 1 90 280SHEET METAL 5mm thick clear glass

10 TOILET D3 WOODEN 1 80 280WOODEN 5mm thick clear glass

11 SAMPLE ROOM D2A LTZ 1 90 280SHEET METAL 5mm thick clear glass

Type 1 signage

Type 1 signage

Type 1 signage

Type 1 signage

Type 2 signage

Type 1 signage

Type 2 signage

12 DISABLED LARTINE D2A LTZ 2 90 280SHEET METAL 5mm thick clear glass Type 1 signage

WINDOW & DOOR SCHEDULE

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETERS.

AR-016

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DIMENSIONS SHOWN ARE IN CENTIMETERS.

AR-017

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DOOR AND WINDOW

REFINISHING SCHEDULE

NOTE:All the metal grills around the building are to be refinished with one coat of antirust and two coats of synthetic enamel paint

FINISHING SCHEDULE

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETERS.

AR-018

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GENERAL NOTES

SN-000

G

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NOTE

PROXIMITY OF SERVICES

Buried Pipes:

1. Parallel Construction: The horizontal distance between pressure water line and waste water lines shall be a minimum of 3 meters if space allows it.

2. Perpendicular Construction (Crossing):Water Lines shall be a minimum of 300mm above the top of any waste water line.

3. Water lines shall not be installed in the same trench as a waste water line

4. Where separation as stated above cannot be achieved,the water line shall be installed in a continuous sleeve, free from joints, for the length of the impacted area plus 1 meter either side of the impacted area.

In no case shall a water line be installed closer than 100mm from a waste water line.

5. Electrical cable shall be installed in suitable conduit and minimum of 600mm from liquid service lines(parallel)or 100mm above liquid lines (crossover).

ABOVE GRADE:

6. No electrical cable shall be installed less than 100mm of any liquid service line.

7. Waste pipes shall be installed at a gradient of 2% within the building perimeter to the manhole.

8. Vents to be provided at upstream end of wastewater lines.

9. Refer to SANITARY DETAILS drawing for Cut and patch detail for installing pipes 10.Standard sizes to be used for sanitary piping:

a. All water supply lines: 25 mm

b. Wastewater lines for all water closets and other blackwater fixtures including sluice sink: 110 mm

c. Wastewater lines for all handwash basins and other graywater fixtures: 80 mm

d. All vent pipes: 50 mm

FFL 100.00

ADMIN.

BLOCK

(PREFAB)

FFL 100.00

OPD

(PREFAB)

100.033

GENERATOR

FFL 99.70

TB CLINIC

FFL100.67

OPEN SHED

CHILD NUTRITION

(CIS)

FFL 97.25

C.I.S

KITCHEN

PIT LATRINE

FFL 98.25

WOREDA

STORE

FFL 97.88

CHILDREN

LATRINE

X 98.502

CIS

LATRINE

PIT

LATRINE/SHOWER

98.457

CAFETERIA

FFL 99.27

MORGUE

FFL 100.83

PIT LATRINE

98.257

HOLDING

TANK

96.98

LAUNDRY BASIN

PLACENTA PIT

X 97.32

X 97.55 X 97.84

X 98.11 X 98.38

X 99.24X 98.95X 98.62

X 98.73 X 100.06 X 99.18

X 99.15X 98.84X 98.76

X 99.60 X 99.66 X 99.82 X 99.94

X 100.02 X 100.38

X 100.46

X 99.687

X 99.63

X 99.57

X 99.50

X 98.39

X 98.45

X 98.27

X 98.07

X 98.13

X 98.06

X 98.10

X 97.85

X 98.50

X 97.18

X 96.97

X 98.58 X 98.74

X 97.32

X 97.32

X 98.04X 97.36X 97.10 X 97.64

X 99.93

X 99.68

X 99.48

PROPOSED ASH PIT

(C-006)

REPAIR INCINERATOR

X 99.74

X 99.74

X 100.16

X 99.20X 98.45

X 98.74 X 99.22 X 99.40

X 99.21X 98.87X 98.57 X 99.30

X 97.27

X 97.30

X 98.50

X 99.89 X 100.06

X 99.94

X 99.68

X 99.99

X 100.00

X 99.98

X 100.17 X 100.38

X 100.04 X 100.25

X 101.47 X 99.91X 100.67

X 99.08X 98.74

X 99.80

X 98.67

X 98.67 X 99.62 X 98.74

X 97.00X 96.72X 96.48

X 97.32

X 97.32

X 97.84X 97.83

X 97.32

X 97.83

X 97.32

X 99.06

X 98.94

X 99.24

X 98.91

X 99.48

X 98.47 X 98.65

X 99.08

X 98.32 X 99.53 X 99.66 X 99.94

X 99.10X 99.19 X 98.39

X 99.46X 98.91

X 98.67

X 98.41

X 99.54

X 99.22

X 97.32

X 98.71

X 99.82

X 97.86 X 98.66

X 97.05 X 97.59

X 97.75

ROAD

GRAVEL FOOT PATH GRAVEL ROAD

GRAVEL ROAD

GRAVEL FOOT PATH

ROAD

METAL POST AND

BARBED WIRE FENCE

10M³ FIBERGLASS RESERVOIR

ON MASONRY BASE

4m³@2m ELEVATED

WATER TANK ANGLE IRON POST AND BARBED WIRE FENCE

DISABLED LATRINE

REF(AR-012-AR-013)

SOAK AWAY PIT

FFL 96.683

MOTHER TO MOTHERF

FL 100.52

WAITING

AND

REGISTRATION

(PREFAB)

8m³ RESERVOIR

CONSTUCT NEW FENCE

TO ENCLOSE NEW ASH PIT

HALF STONE AND METAL GRILL FENCE

CHANGE CEILING PANEL TO PVC

RENOVATION WORK

(REFER TO AR-007-AR-011)

RENOVATION WORK

(REFER TO AR-001-AR-003)

INPATIENT/ART BLOCK

(PREFAB)

FFL 100.00

RENOVATION WORK

(REFER TO AR-004-AR-006)

X 100.45

EP

MDB

(3PHASE4)

RC CAP OVER EXISTING ASH PIT

EXISTING WALKWAY

Ø M M H D

PE

1.

0.81

Ø50MM HDPE

MH5

MH 9

IE 97.692

MH 10

IE 97.314

MH 11

IE 96.82

L=24.8

L=25.6

L=

.3 L=

L=14.76

)Ø50MM HDPE

Ø M M H D

PE

M H1

IE

9.

M H2

IE

9.

M H3

IE

9.

MH 4

IE 98.84

MH 5

IE 98.614

MH 6

IE 98.48

MH 8

IE 98.21

MH 7

IE 98.27

MH 13

IE 97.34

MH 14

IE 98.14

MH 12

IE 97.67

MH 15

IE 98.56

MH 16

IE 98.70

MH 17

IE 98.82

MH 18

IE 98.98

MH 19

IE 99.10

MH 20

IE 99.14

MH 21

IE 99.2

MH 22

IE 99.56

L=1.3 L=1L=10.6L=9.8 L=4.8

L=8.76L=1.2

L=19.55 L=19.55

L= 1.

L=

L=

6.

L= 4.

L=

5.

L=

.7

L= 6.3

MH 23

IE 96.52

BM 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

(ARSI NEGELE)

SITE # 277

A R

S I N

E G

E

LE

H E A

LT

H

C E N

T E R

R E N

O V

A T

IO

N

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IT

E N

O

SITE UTILITIES PLAN

SN-001

SI

TE

U

TIL

ITI

ES

P

LA

N

Scale1:200

-5 0 5M 15 20m10

NOTE:

1. Install new water distribution lines as shown

2. Inspect test and repair or install new wastewater lines to connect fixtures to Exst holding tank

3. Install new manholes

SLUICE ROOM

p.c.f.system 4.6m²

SCRUB ROOM

p.c.f system 4.8m²

D7D7

D7D7

D2A

D2

FROM WATER SUPPLY LINE

Ø50mm

Ø M M

TO EXISTING MANHOLE

50 litre water heater

Ø 0m m

Ø m m

Ø 0m m

Ø110mm

Ø80mm

Ø M M

NEW SLUICE SINK

NEW SCRUB SINK

NEW SLOP HOPPER

WH

From water supply line

Ø50mm

Ø m m

To existing manhole

LAUNDRY

ceramic tiles 5.7m²

TOILET

ceramic tiles 5.7m²

To existing manhole

From water supply line

Ø M M

Ø m m

Ø110mm

Ø m m

Ø m m

50 litre water heater

Ø50mm

NEW SQUAT TOILET

NEW LAUNDRY BASIN

NEW SHOWER

+0.00

GFL

Ø2 5m m

T&P VALVE

TO DRAIN

50 ltr Water Heater

+2.50 from water supply

HWB

+0.80

S.H.

Ø2 5M M

Ø2 5M M

Ø M M

Ø M M

+2.00

+0.00

GFL

Ø2 5m m

LaundrySink +0.90 from water supply

Ø2 5M M

Ø m m

TO MANHOLE

Ø1 10m m

VENT CAP

VENT PIPE

Squat toilet

Ø1 10m m

±0.00

TO MANHOLE

Ø8 0m m

VENT CAP

VENT PIPE

Ø8 0m m

HWB

+0.80

Shower ±0.00

Ø8 0m m

Ø m m

Ø m m

Ø m m

GFL

GFL

±0.00

±0.00

TO MANHOLE

Ø8 0m m

Ø8 0m m

Laundry +0.80

GFL

±0.00

Sluice Sink +0.90

50ltr Water Heater

+2.60

T&P VALVE

TO DRAIN

+0.00

GFL

Ø2

From Water Supply Line Scrub Sink +0.90

+1.45

Cistern

Foot Actuated valve

+0.40

+0.00

GFL

TO MANHOLE

VENT CAP

VENT PIPE

ScrubSink +0.90

Slop hopper +0.90

Ø8

Ø110 Ø1

Ø1

Ø50

Ø80

Ø

Ø25

Ø25

Ø

Ø25

Ø25

Sluice sink +0.90

Ø110

Ø80

BM 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

(ARSI NEGELE)

SITE # 277

A R

S I N

E G

E

LE

H E A

LT

H

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R E N

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A T

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IT

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O

DELIVERY BLOCK:

SANITARY PLANS AND RISER DIAGRAMS SN-002

D

EL

IV

ER

Y

BL

O C

K:

SA

N

ITA

RY

P

LA

N

S A

N D

R

IS

ER

D

IA

G

RA

M

S

SCRUB AND SLUICE ROOMS SANITARY PLAN

Scale 1:25

LAUNDRY AND FEMALE WARD TOILET SANITARY PLAN

Scale 1:25

RISER DIAGRAM

SEWER AND WASTE WATER

WATER SUPPLY

RISER DIAGRAM

SEWER AND WASTE WATER WATER SUPPLY

UNO, ALL DIMS ARE IN MM AND ELEVATIONS ARE IN M

FROM WATER

SUPPLY LINE

FROM WATER SUPPLY

LINE

TO MANHOLE

TO MANHOLE

Ø25MM

Ø25MM

Ø110mm

Ø25MM

Ø25mm

Ø25mm

Ø50mm

NEW LAB SINK

NEW SQUAT TOILET

NEW CHWB

Laboratory Sink +0.90

+0.00

GFL

TO MANHOLE

Ø8

+0.00

GFL

Ø2 5m m

T&P VALVE

TO DRAIN

Laboratory Sink +0.90

50 ltr Water Heater

+2.50 from water supply

+0.00

GFL

Ø2 5m m

Laboratory Sink +0.90 from water supply cistern

Ø2 5M M

Ø2 5M M

TO MANHOLE

+0.00

GFL

VENT CAP

VENT PIPE

HWB

+0.80

Squat toilet +0.00

Ø8

Ø1

Ø

Ø50

Ø50

Ø

Ø m m

Ø m m

Ø m m

BM 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

(ARSI NEGELE)

SITE # 277

A R

S I N

E G

E

LE

H E A

LT

H

C E N

T E R

R E N

O V

A T

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E N

O

OPD BLOCK:

SANITARY PLANS AND RISER DIAGRAMS SN-003

O

PD

B

LO

C K:

SA

N

ITA

RY

P

LA

N S

A N

D R

IS

ER

D

IA

G

RA

M S

LABORATORY AND SAMPLE EXTRACTION

TOILET SANITARY PLAN

Scale 1:25

LABORATORY

WASTER WATER AND SEWER

WATER SUPPLY

SAMPLE EXTRACTION TOILET

WASTER WATER AND SEWER

WATER SUPPLY

HWB

+0.80

+0.00

GFL

TO MANHOLE

Ø2 5m m

HWB

+0.90 from water supply

Ø8

+0.00

GFLHWB

+0.80

HWB

+0.90

Ø2 5m m

PIT LATRINE

FOR DISABLED

100.457

TO EXISTING MANHOLE

FROM EXSITING WATER SUPPLY

Ø25MM

Ø80MM

Ø M M

Ø M M

NEW ACCESSIBLE LATRINE NEW ACCESSIBLE LATRINE

BM 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

(ARSI NEGELE)

SITE # 277

A R

S I N

E G

E

LE

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

DISABLED LATRINE :

SANITARY PLANS AND RISER DIAGRAMS SN-004

D

IS

A

BL

ED

L

A

TR

IN

E

SA

N

ITA

RY

P

LA

N

S A

N D

R

IS

ER

D

IA

G

RA

M

S

DISABLED TOILET SANITARY PLAN

Scale 1:25

WASTER WATER AND SEWER WATER SUPPLY

joint gasket

45° bend floor slab clean out cover

FLOOR CLEAN OUT

WITH PIPE INLET

clean out plug with gasket seal finished floor level soil pipe

45° bend clean out cover floor slab clean out plug with gasket seal finished floor level

45° bend soil pipe

FLOOR CLEAN OUT

ON PIPE DEAD POINT

joint gasket

45° bend

FLOOR DRAIN

STRAINERFINISHED FLOOR

SURFACE

NEOPRENE

GASKET

T…