Attachment_1.5_-_CLIN-005_Waka_Design_Drawings.pdf

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INDEX OF DRAWINGS

RENOVATION OF HEALTH CENTER

INDEX OF DRAWINGS

SHEET

REFERENCE

NUMBER

ISSUE

STATUS

DATE OF

ISSUE

DRAWING TITLE

GENERAL DRAWINGS

G-000 COVER PAGE

G-001

CIVIL/SITE DRAWINGS

C-001 SITE DEMOLITION PLAN

C-002

SHEET

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NUMBER

ISSUE

STATUS

DATE OF

ISSUE

DRAWING TITLE

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C-004

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DATE OF

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DRAWING TITLE

C-005

C-006

C-007

G-003 ARCHITECTURAL DRAWINGS

INDEX OF DRAWINGS

C-009

AR-007

AR-008

AR-009

TYPICAL MANHOLE DETAILS

SANITARY PIPE LAYING DETAILS

09/05/13

09/05/13

09/05/13

09/05/13

09/05/13

09/05/13

09/05/13

09/05/13

09/05/13

09/05/13

09/05/13

09/05/13

09/05/13

09/05/13

09/05/13

09/05/13

DETAIL DRAINAGE/ GRADING

PLAN

RAMP AND HANDRAIL DETAILS

G-002 09/05/13

09/05/1309/05/13

09/05/13

AR-010

AR-011

AR-012

C-008

09/05/13

AR-013

AR-014

09/05/13

AR-015

AR-017

09/05/13

09/05/13

AR-016

09/05/13

AR-023AR-001

AR-002

09/05/13

09/05/13

LABORATORY BLOCK DEMOLITION &

RENOVATION PLAN

LABORATORY BLOCK INTERNAL

SECTIONS

09/05/13

09/05/13

ART BLOCK PLANS

WINDOWS & DOORS REFINISHING

SCHEDULE

C-010

09/05/13

09/05/13

C-011 09/05/13

09/05/13

09/05/13

09/05/13

C-012

C-013

C-014

AR-003

AR-004

AR-005

AR-006

LABORATORY BLOCK INTERNAL

SECTION

LABORATORY CABINET DETAIL

DELIVERY BLOCK RENOVATION PLANS

DELIVERY BLOCK INTERNAL SECTION

DELIVERY BLOCK TOILET PLAN &

SECTIONS

SLUICE & SCRUB ROOMS PLAN &

SECTIONS

DELIVERY BLOCK RENOVATION SCHEDULE

REGISTRATION BLOCK PLANS

REGISTRATION RENOVATION SCHEDULE

RENOVATION FINISHING SCHEDULE

RENOVATION FINISHING SCHEDULE

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SEPTIC TANK DETAILS

SEPTIC SYSTEM PROFILE

HANDRAIL DETAILS

SITE PROFILE A & DETAILS

LABORATORY BLOCK RENOVATION

SCHEDULE

LABORATORY PASS THROUGH WINDOW

DETAIL

LABORATORY CABINET DETAIL

REGISTRATION BLOCK INTERNAL

SECTIONS

AR-024

09/05/13

AR-025

09/05/13

SITE PROFILE B & DETAILS

SITE RENOVATION PLAN

DISTRIBUTION BOX DETAIL

DISTRIBUTION BOX DETAIL

09/05/13

DELIVERY BLOCK RENOVATION SCHEDULE

09/05/13C-015 GRADING DETAILS

09/05/13

ARCHITECTURAL DRAWINGS

09/05/13C-016

09/05/13C-017

ENTRANCE GATE DETAILS

ENTRANCE GATE DETAILS

GRADING PLAN

AR-018 09/05/13

AR-019 09/05/13 DOOR TYPE SCHEDULE

ART BLOCK RENOVATION

SCHEDULE

REV 1

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REV 1

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REV 1

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REV 1

REV 1

REV 1

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REV 1

REV 1

REV 1

REV 1

REV 1

AR-022 09/05/13 WINDOW & DOOR REFINISHING

SCHEDULE

REV 1

PIT LATRINE PLANSAR-035 09/05/13REV 1

PIT LATRINE ELEVATIONS + SECTIONSAR-036 09/05/13REV 1

PIT LATRINE DETAILSAR-037 09/05/13REV 1

STRUCTURAL DRAWINGS

PIT LATRINE LID & SECTIONST-075 09/05/13REV 1

PIT LATRINE FOUNDATION AND

COLUMN REINFORCEMENT

ST-076 09/05/13REV 1

PIT LATRINE SECTION & GRADE

BEAM REINFORCEMENT

ST-077 09/05/13REV 1

PIT LATRINE CONNECTION DETAILS &

GRADE BEAM SECTION

ST-078 09/05/13REV 1

PIT LATRINE TOP TIE BEAM LAYOUT,

SECTION AND CONNECTION DETAILS.

ST-079 09/05/13REV 1

PIT LATRINE TRUSS LAYOUT & DETAILSST-080 09/05/13REV 1

G-004 GENERAL NOTES09/05/13REV 1

GENERAL SYMBOLS AND

ABBREVIATIONS

AR-021

09/05/13 WINDOW & SIGNAGE TYPE SCHEDULE

09/05/13 WINDOW SECURITY GRILL & SERVICE

COUNTER DETAIL

AR-020

REV 1

REV 109/05/13C-018 WATER SERVICE DETAILSREV 1

CIVIL/SITE DRAWINGS

INDEX OF DRAWINGS

PIT LATRINE DETAILSAR-038 09/05/13REV 1

09/05/13C-019 PLACENTA PIT PLAN, SECTION &

DETAILS

REV 1

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INDEX OF DRAWINGS

RENOVATION OF HEALTH CENTER

INDEX OF DRAWINGS

SHEET

REFERENCE

NUMBER

ISSUE

STATUS

DATE OF

ISSUE

DRAWING TITLE

SHEET

REFERENCE

NUMBER

ISSUE

STATUS

DATE OF

ISSUE

DRAWING TITLE

SHEET

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ISSUE

STATUS

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DRAWING TITLE

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ELECTRICAL DRAWINGS

EL-000

EL-002

EL-003

03/29/13

03/29/13

03/29/13

EL-004 03/29/13

EL-005 03/29/13 ART BLOCK ELECTRICAL PLAN

LABORATORY BLOCK ELECTRICAL PLAN

LEGEND, NOTES, DETAILS AND FITTING

SCHEDULE

MAIN POWER SUPPLY DETAIL AND

DISTRIBUTION SCHEDULE

REGISTRATION BLOCK AND PIT LATRINE

ELECTRICAL PLAN

EL-001 03/29/13

DELIVERY BLOCK BLOCK ELECTRICAL

PLAN

REV 1

REV 1

REV 1

REV 1

REV 1

REV 1

SANITARY DRAWINGS

SANITARY DETAILSSN-005

03/29/13REV 1

PIT LATRINE SANITARY DETAILSSN-010

03/29/13REV 1

SN-001

SN-002

SN-003

03/29/13

03/29/13

03/29/13

SN-004

03/29/13

LABORATORY SN FLOOR PLAN & RISER

DIAGRAM

DELIVERY TOILET SN FLOOR PLAN &

RISER DIAGRAM

SITE UTILITIES PLAN

SLUICE ROOM, SCRUB ROOM, AND ANC

SN FLOOR PLAN & RISER DIAGRAM

SN-000

03/29/13 GENERAL NOTESREV 1

REV 1

REV 1

REV 1

REV 1

EL-006 03/29/13 SITE ELECTRICAL PLAN

REV 1

1PH SINGLE PHASE

3PH THREE PHASE

AR ARCHITECTURAL

C CIVIL

c/c CENTER TO CENTER

CHWB COMPACT HAND WASH BASIN

C.O. CLEAN OUT

CM CENTIMETER

D DOOR

DP DOWN PIPE

DMH DROP MANHOLE FOR WASTE WATER

EGA METALLIC SHEET ROOF MATERIAL

SHAPED

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

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

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

ABBREVIATIONS

Ø DIAMETER

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

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

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

INDICATES SELF CONTAINED , WITH 3HRS

STANDBY BATTERY PACK

LEVEL IN PLANS/ BENCH MARK/ CONTROL

POINT

CONSTRUCTION JOINT

90° HOOK PERPENDICULAR TO THE PLANE OF

THE DRAWING

STRAIGHT BARS & OFFSETS PERPENDICULAR TO

THE DRAWING

BREAK LINE

x XXX SPOT ELEVATION

FILTER MEDIA (PERCOLATION TRENCH)

CEMENT SCREED SURFACE

WINDOW/DOOR SYMBOL

HINGE SIDE

HOLLOW CONCRETE BLOCK WALL

ELECTRICAL MANHOLE

LPP-*

FLUSH MOUNTED - LIGHTING & POWER PANEL,

* INDICATES BLOCK NAME

TEL CABLE IN PVC DUCT

TEL/DATA CABLE IN PVC DUCT

EXIT

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

STAND-BY BATTERY PACK & WITH DIRECTION

SIGN

SEWER

PROPERTY LINE

FENCE

PROPOSED STRUCTURE

EXISTING STRUCTURE

REINFORCED CONCRETE

FUTURE STRUCTURE (NIC)

UNDISTURBED SOIL

SYMBOLS LEGEND

LIMIT OF WORK AREA

EXISTING ITEM

TO BE DEMOLISHED

BOTTOM REINFORCEMENT BARS IN SLABS

TOP REINFORCEMENT BARS IN SLABS

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

SEWER MH

VALVE BOX

ELEVATION/SECTION CALLOUT

A

A-XXX A-XXX

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DESIGNATION LETTER

MAIN

DRAWING SHEET

A-XXX

REFERENCE

DESIGNATION NUMBER

REFERENCED SHEETMAIN

DRAWING SHEET

DETAIL TITLE

A-XXX

SYMBOLS LEGEND

TYPICAL STIRRUPS

A

INTERNAL ELEVATION

C

BD

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ABBREVIATIONS AND SYMBOLS

RENOVATION OF HEALTH CENTER

GENERAL SYMBOLS & ABBREVIATIONS

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GENERAL NOTES

NOTE:

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 Registration, Delivery, Laboratory & ART blocks. 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 Registration, Delivery, Laboratory & 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. Provide one (1) 6kg fire extinguisher mounted on outside wall of Delivery Block, one (1) 6kg fire extinguisher mounted on wall in laboratory, one (1) 6kg fire extinguisher mounted on wall in Registration block and one (1) 6kg fire extinguisher mounted on wall in ART block as directed by the Site Engineer.

d. Construction of new pit latrine.

e. Construction of new septic system.

f. Construction of ramps and steps to improve accessibility, construction of retaining walls and ditches to support soil and protect building foundation.

2. New plumbing fixtures shall be connected to new water supply and new sewer lines.

3. All door hardware in rooms to be renovated shall be replaced with new hardware, per Specification Section 08710.

4. 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. Provide weather stripping on all windows after final paint has dried for at least 24 hours.

5. Site elevations are based on assumed Delivery Block finished floor elevation at 100.00 meters.

6. The Health Center has sufficient power and water supply for its current operation. However,the contractor must make his own arrangements for power & water that do not impact service to the Health center. Construction use of Health center facilities is strictly forbidden without express written waiver signed by the Health Center Head and approved by the site engineer.

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

8. The contractor shall perform all work and activities within ''Limits of Work Area'' as shown. Material & 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. 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 .

10. All building layout dimensions are to the outside edge of the building wall.

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. Adjacent facilities damaged in the process shall be patched to match such that the patch, when completed, is not noticeable as such.

14. 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.

15. All new & existing openable windows shall be provided weather strip.

16. 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.

17. 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.

18. 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.

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

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

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

22.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.

23.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.

24. 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.

25. 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.

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M

KM

D

ES

IG

N

ED

B

Y

D R A

W N

B Y

C H

K B

Y

D A

TE

S U

B M

IT

TE

D B

Y

D A

TE

A

PR

SY

M B

NOTE: A3 SIZE REDUCED TO HALF SCALE

RENOVATION

(WAKA)

SITE # 213

W A

K A

H

EA

LT

H

C

EN

TE

R

R

EN

O V

A

TI

O N

S

IT

E N

O

D

ES

C

RI

PT

IO

N

D es ig n d ra w in gs

/1 4/

/0

5/

0%

D es ig n d ra w in gs

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN METERS.

C-001

SI

TE

D

EM

O

LI

TIO

N

P

LA

N

SITE DEMOLITION PLAN

Scale 1:250

-5 0 5 25m15 2010

NOTES:

1. Site elevations are based on assumed exst

Admin block finished floor elevation at

100.00 meters.

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

3. Demolish exst trees as shown.

4. Remove Exst ridge cap at delivery block.

5. Refer to Civil, Architectural, Electrical, and

Sanitary for additional demo work.

KWH

LPP-A

MDB

LPP-C

LPP-D

EXST DELIVERY BLOCK

FFL= 94.83

EXST ADMIN. BLOCK

(MUD)

FFL= 100.0

EXST REGISTRATION BLOCK

FFL= 95.44

EXST LABORATORY BLOCK

FFL= 97.82

EXST ART BLOCK

FFL= 97.86

ESXT

ASH PIT

EXST

INCINERATOR

EXST

VACANT BLOCK

(MUD)

EXST WOREDA OFFICE

(MUD)

EXST CAFETERIA

(MUD)EXST

CONCRETE

LAUNDRY BASIN

EXST PIT LATRINE

(MUD)

FFL= 88.58

EXST PLACENTA

PIT

EXST GROUND RESERVOIR

(CONCRETE)

12m3

EXST

WATER

WELL

EXST

STEEL WATER

TANK

EXST WOREDA STORE

BLOCK (MUD)

FFL= 103.62

EXST MUD

HOUSE

MUD ROAD

MUD

ROAD

1PH EEPCO

METER

MAIN

ENTRY

GATE

FORMER

MAIN

ENTRANCE

6.

1.

19.42

5.88

97.82 x x 97.86 x 94.8395.44 x

C -0

A

C -0

C

-0

A C

-0

C-006 B

C-003 C-006 B

C-003

(SEE DETAIL FOR RENOVATIONS

ON SHEET AR 009 TO AR-013)

(SEE DETAIL FOR

RENOVATIONS ON SHEET

AR-014 TO AR-016)

NEW

SEPTIC TANK NEW PERCOLATION

TRENCH

NEW

DISTR. BOX

x 94.83 5%

7.4% x 96.72

95.44 x

7.4% PRECAST CONCRETE

PAVER

95.61 x

NEW

PIT LATRINE

FFL= 94.84

FUTURE INFECT.

DISEASE CLINIC

C-002 AR-008

D

C-002 AR-014

R

C-002 AR-001

R

C-002 AR-017

R

C-002 AR-035

C-002 AR-014

R

EXST

CAFETERIA

EXST ELECTRICAL LINE, TYP

EXST

FOOT PATH

INSTALL NEW

ROOF RIDGE CAP

NEW ELECTRICAL LINE, TYP

NEW WATER DISTRIBUTION LINE,

TYP

1.00

NEW

PLACENTA

PIT

M M

M M

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

KM

D

ES

IG

N

ED

B

Y

D R A

W N

B Y

C H

K B

Y

D A

TE

S U

B M

IT

TE

D B

Y

D A

TE

A

PR

SY

M B

NOTE: A3 SIZE REDUCED TO HALF SCALE

RENOVATION

(WAKA)

SITE # 213

W A

K A

H

EA

LT

H

C

EN

TE

R

R

EN

O V

A

TI

O N

S

IT

E N

O

D

ES

C

RI

PT

IO

N

D es ig n d ra w in gs

/1 4/

/0

5/

0%

D es ig n d ra w in gs

UNLESS OTHERWISE NOTED,

ALL DIMENSIONS SHOWN ARE IN METERS.

C-002

SI

TE

R

EN

O

VA

TIO

N

P

LA

N

SITE RENOVATION PLAN

NOTES:

1. Site elevations are based on assumed exst Admin block finished floor elevation at 100.00 meters.

2. Construction new septic tank and percolation trench.

3. Construct new pit latrine.

4. Construct new main entry gate and parking area.

5. Grade site per C-003.

6. Provide new walkways, Ramps, Landings,stairs, and associated site drainage modification work as shown.

7. Install new roof ridge cap at delivery block.

8. Install new water distribution and waste water lines as shown.

9. Refer to civil, Architectural, structural , sanitary, and electrical for additional work.

Scale1:200

-5 0 5M 15 20m10

DELIVERY BLOCK

FFL= 94.83

ADMINISTRATION BLOCK

(MUD)

FFL= 100.0

REGISTRATION BLOCK

FFL= 95.44

LABORATORY BLOCK

FFL= 97.82

ART BLOCK

FFL= 97.86

ASH PIT

INCINERATOR

VACANT BLOCK

(MUD)

WOREDA OFFICE

(MUD)

CAFETERIA

(MUD)CONCRETE

LAUNDRY

BASIN

PIT LATRINE

(MUD)

FFL= 88.58

x 104.38 x 103.20 x 97.89 x 97.76 x 97.23x 96.60x 96.62x 97.2397.24 x 97.45 x x 96.41 x 95.39 x 96.15 x 94.82

94.74 x x 95.58 x 96.61

95.25 x

97.92 xx 97.97 x 99.46x 99.52 x 97.87x 97.83x 97.94 x 98.44 x 98.98x 98.78 x 96.49 x 96.01 x 94.66x 94.73 x 94.63

94.50 x

MH1

TE=94.34

x 99.04 x 98.91 x 98.86 x 98.34x 98.23x 98.30x 98.22 x 99.77 x 98.21 x 97.19 x 96.42 x 94.43 x 96.32 x 94.24 x 89.20 x 89.72 x 88.55 x 88.31 x 95.24 x 95.41 x 96.07 x 95.29 x 94.89 x 95.68

MH2

TE=94.17

MH3

TE=94.15

x 94.44 x 93.69

ELECTRIC POWER LINE

PLACENTA

PIT

GENERATOR

HOUSE

(CIS)

x 103.96 x 107.47 x 105.44

92.91 x x 93.11

89.43 xx 89.61 x 86.61 x 86.31

GROUND RESERVOIR

(CONCRETE)

12m3

WATER

WELL

(NOT BEING USED)

STEEL WATER

TANK

WOREDA STORE

BLOCK (MUD)

FFL= 103.62

MUD

HOUSE

SHOWER

(CIS)

RESIDENCE BUILDINGS

MUD ROAD

MUD

ROAD

EXST FOOT PATH

TO BE NEW

FOOT PATH

1PH EEPCO

METER

PROPOSED

ENTRANCE

GATE

EXISTING

MAIN

ENTRANCE

6.

1.

3.

.0

19.42

5.88

97.82 x x 97.86 x 94.83 x 95.44

C -0

A

C -0

C-006 B

C-003 C-006 B

C-003

(SEE DETAIL FOR RENOVATIONS

ON SHEET AR 009 TO AR-013)

(SEE DETAIL FOR

RENOVATIONS ON SHEET

AR-014 TO AR-016)

NEW

SEPTIC TANK NEW PERCOLATION

TRENCH

NEW

DISTR. BOX

x 94.83 5%

7.4% x 96.72 x 95.44 x 97.86 x 97.49 x 97.12

7.4% x 96.35 x 95.98 x 95.32 x 95.08 x 96.66 x 95.61

3mt long Ø300mm PVC with 2m² riprap

15cm CRUSHED

STONE PAVING

2% slope swale

GRADING LIMITS

2.5mt long Ø30mm PVC with 3m² riprap C

-0015

C -004

C -0

A

C -0

95.31 x

7 Steps

8 Steps

C -0015

C

-004

C -0015

C

-004

Excess soil waste area

C-005

C-004

C -0015

C

-004

C -015

C

-004

Masonry end wall

Ø300mm PVC with 4m² riprap

95.30 x

95.30 x x 94.50 x 94.50 x 94.00 95.00 x

IN=93.95

IN=93.23

2:12:1

2:1

2:1

NEW PIT

LATRINE

C -0015

C

-004

2:1 2:1

CAFETERIA

(CIS)

landing ramp @ 5%

2:1

3:1

EXISTING

FOOT PATH

C-003

C-004

55 meters swale

3:1

2:1 2:1

2:1

FFL=94.84

For retaining wall refer to civil drawing open ground to downhill

IN=95.14IN=95.09

IN=94.38

IN=94.38

NEW

PLACENTA

PIT

M M

M M

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

KM

D

ES

IG

N

ED

B

Y

D R A

W N

B Y

C H

K B

Y

D A

TE

S U

B M

IT

TE

D B

Y

D A

TE

A

PR

SY

M B

NOTE: A3 SIZE REDUCED TO HALF SCALE

RENOVATION

(WAKA)

SITE # 213

W A

K A

H

EA

LT

H

C

EN

TE

R

R

EN

O V

A

TI

O N

S

IT

E N

O

D

ES

C

RI

PT

IO

N

D es ig n d ra w in gs

/1 4/

/0

5/

0%

D es ig n d ra w in gs

UNLESS OTHERWISE NOTED,

ALL DIMENSIONS SHOWN ARE IN METERS.

C-003

G

RA

DI

N

G P

LA

N

GRADING PLAN

Scale1:200

-5 0 5M 15 20m10 x 97.97

92.91 x x 93.11

FOOT

PATH

EXST FOOT PATH

DELIVERY BLOCK

FFL= 94.83

REGISTRATION BLOCK

FFL= 95.44

LABORATORY BLOCK

FFL= 97.82

ART BLOCK

FFL= 97.86

ASH PIT

INCINERATOR

VACANT BLOCK

(MUD)

CAFETERIA

(MUD)

CONCRETE

LAUNDRY

BASIN

x 97.89 x 97.76 x 97.23x 96.60x 96.62x 97.2397.24 x 97.45 x x 96.41 x 95.39 x 96.15 x 94.82 94.74 x x 95.58 x 96.61

95.25 x

97.92 xx 97.97x 97.87x 97.83x 97.94 x 96.49 x 96.01 x 94.66x 94.73 x 94.63

94.50 x

MH1

TE=94.34

x 99.77 x 98.21 x 97.19 x 96.42 x 94.43 x 96.32 x 95.24

95.41 x x 96.07 x 95.29 x 94.89 x 95.68

92.91 x x 93.11

1PH EEPCO

METER

1.

3.

.0

19.42

5.88 x 97.82 x 97.86

94.83 xx 95.44

C -0

A

C -0

C-006

B C-003

(SEE DETAIL FOR

RENOVATIONS ON SHEET

AR-014 TO AR-016)

5%

7.4% x 96.72 x 95.44 x 97.86 x 97.49 x 97.12 x 96.35 x 95.98 x 95.32 95.08 x x 96.66 x 95.61

3.00mt long Ø300mm PVC with 2m2 riprap

15cm CRUSHED

STONE PAVING

2.5mt long Ø300mm PVC with 3m² riprap

C -0

A

C -0

95.31 x

7 Steps

8 Steps

C-005

C-004

C

-004

Masonry end wall

7mt long Ø300mm PVC with 4m² riprap

95.30 x

95.30 x x 94.50 x 94.50 x 94.00 95.00 x

IN=93.11

IN=93.23

2:12:1

2:1

2:1

NEW PIT

LATRINE

FFL=94.84

Landing ramp @ 5%

Double Ø200mm PVC pipe

Double Ø200mm PVC pipe under walkway crossings

Ø30cm PVC

C -015

2:1 2:1

7.4%

U-DRAIN ALONG WITH WALK WAY

6.

U-DRAIN ALONG WITH WALK WAY

Double or single Ø200mm PVC pipe under walkway crossing

CONCRETE

PAVER RAMP

CONCRETE PAVER

RAMP

CONCRETE PAVED

WALKWAY, TYP

3:1

3:1

3:1

3:1

C-004 C-005

C-004 C-015

2.00

2.

6.

4.

concrete column

New metal entrance gate 6.

Double Ø200mm PVC pipe under walkway crossings

C

-004 C

-015 handrail

Retain existing trees

CONCRETE PAVER

WALKWAY, TYP

C

-0

C -0

IN=95.14

IN=94.38

IN=94.38

New RC paver

1.10

M M

M M

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

KM

D

ES

IG

N

ED

B

Y

D R A

W N

B Y

C H

K B

Y

D A

TE

S U

B M

IT

TE

D B

Y

D A

TE

A

PR

SY

M B

NOTE: A3 SIZE REDUCED TO HALF SCALE

RENOVATION

(WAKA)

SITE # 213

W A

K A

H

EA

LT

H

C

EN

TE

R

R

EN

O V

A

TI

O N

S

IT

E N

O

D

ES

C

RI

PT

IO

N

D es ig n d ra w in gs

/1 4/

/0

5/

0%

D es ig n d ra w in gs

UNLESS OTHERWISE NOTED,

ALL DIMENSIONS SHOWN ARE IN METERS.

C-004

D

ET

A

IL

D R A

IN

A

G E/

G R A

D

IN

G P

LA

N

DETAIL DRAINAGE/GRADING PLAN

Scale1:100

2.5 0 2.5 5 7.5

LABORATORY

BLOCK

REGISTRATION

BLOCK

EXISTING PIT

LATRINE

C-005 C-005

PROPOSED

PIT LATRINE

Precast concrete steps on stone bed

Concrete u channelC-005 C-015

U

C-005 AR-035

P

Ø300 PVC with 3m² riprap Natural grade

Fill

-- 40mm thick precast RC paver -- 50mm thick cement mortar -- Gravel fill -- Compacted Soil

1000x320x40mm precast RC step tread

30mm cement mortar

38mm dia CHS Handrail

Ø38mm CHS vertical members

C-005 C-005

B

Rock masonry

Ø38mm

CHS

-- 40mm thick precast RC paver -- 50mm thick cement mortar -- 250mm rock masonry -- Compacted Soil

-- 1000x320x40mm precast RC tread -- 50mm thick cement mortar -- 250mm rock masonry -- Compacted Soil

38mm dia CHS Handrail

Mortar Adjustment

-- 1000x320x40mm precast concrete tread -- 50mm thick cement mortar -- 250mm rock masonry -- Compacted Soil

Finished grade compact to 95%

Reinforced Concrete Curb 250mm with variable height

Concrete Curb

K C-008C-005

Ø38mm CHS horizontal members

Anchor bolt & Plate detail

C-008C-005

38mm dia CHS vertical members

Ø38mm CHS horizontal members

0 101

M M

M M

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

KM

D

ES

IG

N

ED

B

Y

D R A

W N

B Y

C H

K B

Y

D A

TE

S U

B M

IT

TE

D B

Y

D A

TE

A

PR

SY

M B

NOTE: A3 SIZE REDUCED TO HALF SCALE

RENOVATION

(WAKA)

SITE # 213

W A

K A

H

EA

LT

H

C

EN

TE

R

R

EN

O V

A

TI

O N

S

IT

E N

O

D

ES

C

RI

PT

IO

N

D es ig n d ra w in gs

/1 4/

/0

5/

0%

D es ig n d ra w in gs

UNLESS OTHERWISE NOTED,

ALL DIMENSIONS SHOWN ARE IN CENTIMETERS.

C-005

SI

TE

P

RO

FI

LE

A

D

ET

A

IL

S

SITE PROFILE A & DETAILS

SITE PROFILE A

Scale 1:100

DETAIL 2

Scale 1:10

C-005 C-004 A

C-005 C-005

STEPS CROSS

SECTION

Scale 1:10

C-005C-005 B

Precast concrete paver cement mortar fill around pipe

Clear smooth and leveled natural grade double Ø200 concrete pipe storm water under crossings

Existing ditch

REGISTRATION

BLOCK

5cm cement mortar

DELIVERY

BLOCK

± 0.00

REGISTRATION BLOCK DELIVERY BLOCK

C-006 C-006

DETAIL 3

C-006 C-006

Precast concrete walkway

C-006 C-015 U

Ø30cm PVC pipe to riprap

C-006 B

150 1030 150

150 150

C-006 C-006 B

C-006

10 500 10 500 10 150150

TYPICAL WALK WAY PAVER LAYOUT

C-006 K C-008

50x50x4 cm Precast concrete paver

4:1 minimum Slope to Existing grade

5cm cement mortar

4cm thick Paver

Undercut as required to provide minimum back fill of 80cm select soil compacted to 95%

TYPICAL WALKWAY SECTION

C-006

B C-006

M M

M M

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

KM

D

ES

IG

N

ED

B

Y

D R A

W N

B Y

C H

K B

Y

D A

TE

S U

B M

IT

TE

D B

Y

D A

TE

A

PR

SY

M B

NOTE: A3 SIZE REDUCED TO HALF SCALE

RENOVATION

(WAKA)

SITE # 213

W A

K A

H

EA

LT

H

C

EN

TE

R

R

EN

O V

A

TI

O N

S

IT

E N

O

D

ES

C

RI

PT

IO

N

D es ig n d ra w in gs

/1 4/

/0

5/

0%

D es ig n d ra w in gs

UNLESS OTHERWISE NOTED,

ALL DIMENSIONS SHOWN ARE IN CENTIMETERS.

C-006

SI

TE

P

RO

FI

LE

B

D

ET

A

IL

S

SITE PROFILE B & DETAILS

DETAIL

Scale 1:10

DETAIL

Scale 1:20

C-006 C-006

C-006 C-006

SITE PROFILE B

Scale 1:100 C-006 C-004

B

38mm dia CHS Handrail

RAMP

SECTION

Scale 1:10

Mortar Adjustment

-- 40mm precast reinforced concrete paver -- 50mm thick Sand fill with cement -- selected material compacted to 95%

Finished grade compact to 95%

Reinforced Concrete Curb 250mm with variable height

C-007C-008

Concrete Curb

K C-008C-008

B

Anchor bolt & Plate detail

C-008C-008

38mm dia CHS vertical member

38mm dia CHS Horizontal member

4:1 minimum slope to natural grade

2xF1 100x100x6mm steel plates

ANCHOR BOLT &

PLATE DETAIL

Scale 1:2.5

C-008C-008

2xFl 100x100x6mm steel plates

4 M12 bolt

SECTION 2-2

SCALE 1:5

SECTION 1-1

SCALE 1:5

Washers (Typ)

TYPICAL CONCRETE

CURB ST SECTION

Scale 1:10

C-008C-008 d

Ø8 c/c 200 L=Variable

4Ø10

Finished Grade d

K

Selected Backfill @ 95% Compaction

Walkway/ ramp d d≤90 for d>90, use stone masonry

C-008

H A

N D

RA

IL

D

ET

A

IL

S

HANDRAIL DETAILS

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN MILLIMETERS.

M M

M M

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

KM

D

ES

IG

N

ED

B

Y

D R A

W N

B Y

C H

K B

Y

D A

TE

S U

B M

IT

TE

D B

Y

D A

TE

A

PR

SY

M B

NOTE: A3 SIZE REDUCED TO HALF SCALE

RENOVATION

(WAKA)

SITE # 213

W A

K A

H

EA

LT

H

C

EN

TE

R

R

EN

O V

A

TI

O N

S

IT

E N

O

D

ES

C

RI

PT

IO

N

D es ig n d ra w in gs

/1 4/

/0

5/

0%

D es ig n d ra w

A

RAMP AND HANDRAIL PLAN

Scale 1:15

Precast Reinforced Concrete Paver 50x50x4mm

C-007

C-007 A

C -008

C-007 C-007

B C

-008 C

-007 B

C -007 x Ramp starts

Reinforced Concrete Curb

10 500 10 500 10

CHS

Handrail

S C-008C-007

Reinforced Concrete Curb

C-007C-007

Handrail on the lower slope side

U-drain along with walkway/ramp (SEE C-015)

Ø38mm CHS Handrail

Reinforced Concrete Curb

50mm sand fill with cement500x500x40mm Precast concrete Paver

2000 2000 selected material compacted to 95%

Final grade compacted to 95%

RAMP SECTION A

Scale 1:15 C-006C-007

A

K C-007 C-008

8% max. slope

C-007C-007

E C-007 C-007

Ø38mm CHS vertical & horizontal member

38 267 38

Ø38mm CHS Handrail vertical member bolted to curb

HANDRAIL EXTENSION

DETAIL Scale 1:5

E C-007C-007

90°

Ø38mm CHS Handrail bent 90°

V-Cut & weld corner

R=

C-007

TY

P

IC

A L

R A

M P

H A

N D

R A

IL

D

ET

A

IL

TYPICAL RAMP &

HANDRAIL DETAIL

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN MILLIMETERS.

SCALE 1:15

0.5 0 1 1.50.5

NOTE:

1. All exposed welds and outside corners shall be ground rounded and smooth.

2. Handrail and all components shall be factory welded and shop primed with antirust paint.

M M

M M

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

KM

D

ES

IG

N

ED

B

Y

D R A

W N

B Y

C H

K B

Y

D A

TE

S U

B M

IT

TE

D B

Y

D A

TE

A

PR

SY

M B

NOTE: A3 SIZE REDUCED TO HALF SCALE

RENOVATION

(WAKA)

SITE # 213

W A

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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

M

IN

. C O

V

ER

MIN. WIDTH 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.)

M

IN

. C O

V

ER

MIN. WIDTH

WASTE WATER PIPE LAYING

NTS

Reinforced concrete or pvc pipe

NOTE: VALVE BOX DIAMETER AS SPECIFIED ON PLAN

R340

Finished grade

Backfill

100 min in ledge or earth

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

M

IN

. C O

V

ER

2Ø8 continuous

SECTION THROUGH MASONRY END WALL

(TYPICAL) Scale 1:20

5cm thick lean concrete

Refer grading plan for INV.FLOW30

0 Ø300mm pipe

Finished grade

Masonry retaining wall

Ø8 c/c 50

30cm thickness rip-rap.

Selected granular fill

Natural ground

Natural ground

Selected back fill

30cm Sand bedding

Finished grade

C-009

S A

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A R Y P

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SANITARY PIPE LAYING DETAILS

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN MILLIMETERS.

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(TYP)

SECTION A-A

TYPICAL DROP MANHOLE DETAIL FOR

WASTE WATER DRAINAGE

[WHERE REQUIRED] PLAN

NTS

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%

(T

YP

m a x .3

Ø600

5012560012550

120R.C. Slab

H -2

H -1

Ladder Rung Ø24 Reinforcement bar, deveiopment length 600mm

(T

YP

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

NTS

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 ge m m

V ar

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

TY

PI

C A

L M

A N

HO

LE

D

ET

A

IL

S

TYPICAL MANHOLE DETAIL

NTS

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETERS.

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60 80 260 80 60

60 80 80 80 100 80 60

60 80 60

8080 80

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN METERS.

C-011

SEPTIC TANK DETAILS

S

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RENOVATION

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-Concrete Cover 3cm -Concrete Quality C-25 -Steel Grade S300

-0.5 0 0.5 1.5 2m1

Scale 1:20

I .E

.7

Monitoring wells

FINISH GRADE

110 DIA. PERFORATED PVC LATERAL

PERCOLATION TRENCH DETAIL

EFFECTIVE WIDTH

N.T.S.

DUST IN PLACE

NATURAL SOIL

20mm TO 40mm DOUBLE WASHED

STONE FREE OF IRON, FINES, AND

150 TOP SOIL PLANTED WITH SERDO GRASS

SEE DETAIL THIS SHEET

(S=2% MIN)

800mm WIDE FILTER FABRIC TO PREVENT

MIGRATION OF FINES

SELECT MATERIAL BACKFILL

FILTER FABRIC TO PREVENT

50 MIN. 3mm TO 15mm

DOUBLE WASHED STONE

AND DUST IN PLACE

FREE OF IRON, FINES,

NATURAL GROUND

OUTLET PIPE

IN

V

ER

T

(s e e u ti lit y p la n)

2% MIN SLOPE OVER SYSTEMIN

V

ER

T

(s e e u ti lit y p la n)

IN

V

ER

T

(s e e u ti lit y p la n)

IN

V

ER

T

(s e e u ti lit y p la n)

Gravel soak away trench

Top Soil

PERK TRENCH MONITOR WELL

Ø10cm slotted UPVC Pipe

Concrete Collar

M in im um

D e e p m m

C-012

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN MILIIMETERS.

SEPTIC SYSTEM PROFILE

SE

PT

IC

S

YS

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400 100100

D

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C-013

DISTRIBUTION BOX DETAIL

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RENOVATION

(WAKA)

SITE # 213

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C-014UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN MILIIMETERS.

DISTRIBUTION BOX DETAIL

M M

M M

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A T

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RENOVATION

(WAKA)

SITE # 213

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SECTION A

Maximum 2:1 SLOPE

2% SLOPE

Building apron

Existing concrete/masonry channel

Building line Existing Ground

95 55

2% slope

Gravel or concrete paver walkway concrete curb

15 100 20 40 20

2% slope Max.2:1 SLOPE concrete U-drain

Existing Ground u C-015 C-015

A special design with all the active and passive

Ø8 c/c 40cm

200 400 200

4Ø8 bars, continuous u

150 150

3:13:1

Building apron

Existing concrete/masonry channel

Building line

Walkway surface Double Ø200mm PVC fill around pipe with cement mortar.

SWALE 2%

TOP OF SWALEExisting grade 40 40 40

Spillway

Flow line

RIP RAP CHECK DAM(TYPICAL) NTS

Rip rap, Ø30cm average

SELECTED GRANULAR MATERIAL FILL

NATURAL GROUND

RIP RAP Ø30cm average

100100

Building apron

Existing half Ø 40 \concrete pipe ditch

Building line

Walkway surface Single Ø200mm PVC

Fill around pipe with cement mortar.

M M

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TE

TR

A T

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D R A

W N

B Y

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RENOVATION

(WAKA)

SITE # 213

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GRADING DETAILS

NTS

C-015

TYPICAL SWALE SECTION

RIP RAP CHECK DAM RIP RAP DETAIL (TYPICAL)NTS

TYPICAL WALKWAY CROSSING

AT BUILDING APRON/ DRAINAGE

GRADING AT EXISTING BUILDING

RAMP/WALKWAY WITH U-DRAIN

G

RA

D

IN

G D

ET

A

IL

S

C-015 C-004

CONCRETE U-DRAIN

C-015C-015

U

C-015 C-004

5 TYPICAL WALKWAY CROSSING

AT DELIVERY BLOCK

APRON/ DRAINAGE

C-015 C-004

C-015 C-004

C-015 C-004

C-015 C-004

1000X1000X250mm concrete footing pad

300x300x2200mm concrete footing pad

INSIDE

Double hung steel gate

Concrete curb

K C-016 C-008

15cm CRUSHED

STONE PAVING

95.30 x x 94.50 x 94.00 95.00 x

95.30 x x 94.50

Ramp to registration block

200X400mm concrete beam

Ø 300mm PVC pipe

Stone masonry end wall x 95.44

4m² riprap stand alone PV lighting

INFECTIOUS

DISEASE

CLINIC

VERENDAH

WAITINGNew type 4 signage (for TB clinic)

Concrete curb

K C-016 C-008

Up

Exst open channel

Exst open channel

Double Ø200 PVC pipe

C-016 C-015

C

-0

C -0

New precast concrete paver

Industrial heavy duty gate hinges fixed at 3places equally spaced from top and bottom

40x40x3mm thick steel SHS skeleton

3mm thick paint steel sheet

Pedesterian gate concrete column

200 20 84 96

Existing barbed wire fence on wooden post 20

Ø10mm painted solid steel drop bar

C-016 C-017

3 x10x70mm steel bracket anchored to concrete column

3 x10x70mm steel bracket anchored to concrete column

Ø12 c/c 200 L=1300

25 250 25300

4Ø14 st Ø8 @200 L=1100

Ø c /c

L=

A A

4Ø L =3

00B B

Ø12 c/c 200 L=1300

M M

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RENOVATION

(WAKA)

SITE # 213

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C-016

EN

TR

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P A

RK

IN

G A

RE

A

D

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S

ENTRANCE GATE & PARKING

AREA DETAILS

ENTRANCE GATE AND PARKING AREA PLAN Scale 1:20

ENTRANCE GATE AND PARKING AREA PLAN Scale 1:50

FOOTING PLAN

Scale 1:25

SECTION B-B

Scale 1:25

SECTION A-A

Scale 1:25

40x40x3mm SHS frame

40x40x3mm SHS frame

B B

4 2 4

B

C

C

3mm thick sheet metal welded to vertical horizontal and diagonal frames of gate

2 x10x70mm steel bracket welded to vertical frame

2 x70x10mmflat metal sheet dropbar support fully welded to frame

Ø12mm painted solid steel drop bar

(length-600mm with 100mm bent )

3mm thick 70x10mm steel bracket welded to vertical frame

40x40x3mm SHS painted steel frame

Ø12mm painted solid steel drop bar (length-600mm bent as shown )

3mm thick 70x10mm metal bracket welded to frame

B metal ring welded to solid rod

NGL

metal stopper welded to solid rod to prevent from poping out

NGL

3 7 2 concrete grade beam

Ø14mm painted CHS for holding drop bar

M M

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RENOVATION

(WAKA)

SITE # 213

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C-017

EN

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ENTRANCE GATE DETAILSDETAIL 1

Scale 1:2

C-017 C-016

SECTION B-B

Scale 1:2

SECTION C-C

Scale 1:2 cm m in

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-005C-018

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-018

W A

TE

R

SE

RV

IC

E

D

ET

A

IL

WATER SERVICE DETAIL

0 2m

Scale1:5

1m

M M

M M

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H

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B

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RENOVATION

(WAKA)

SITE # 213

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D es ig n d ra w

Ø150cm

TOP VIEW

NGL

20cm thick

Coarse Sand

30 45 75

15070 70

R75

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-019 A C-019A

C-019 A C-019

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

30 thick gravel

C-019C-019

R75

Metal sheet cover (3mm thick)

3x3x.3 Angle Iron

1x1x.3 SHS frame

DETAIL 1

C-019C-019

Metal sheet cover (3mm thick)

2X2X.3 SHS

frame

Ø12 re-bar handel welded to metal sheet cover

DETAIL 2

C-019C-019

C-019C-019

1X1X.3 SHS

frame

10 60 10

4Ø8 L-var.6

6 6

3x3x.3 Angle iron welded to the SHS underneath

Metal Sheet cover (3mm thick)

2x2x.3 SHS frame

2X2X.3 SHS frame

1x1x.3 SHS frame

C-019

PL

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PLACENTA PIT PLAN, SECTION

& DETAILS

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETERS.

0 1m

Scale1:20

1 .50

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ADMIN.

RECORDS

LABORATORY 1

HEADS

OFFICE

Terrazzo tile f.f.

to be removed 17m²

Terrazzo tile f.f.

to be removed 17m²

Concrete f.f.

11.2m²

Concrete f.f.

17.0m²

HEALTH

EXT. SUPREV.

OFFICE

Concrete f.f.

11.2m²

DRUG STORE

Concrete f.f.

22.4m²

STORE

STORE

STORE

LABORATORY 2

Concrete f.f.

2.7m²

Concrete f.f.

2.7m²

Kasi Doors to be removed

Wooden Doors to be removed

Wooden Doors to be removed

Existing stone masonry open ditch to remain

354 6 354 6 234 6 234 6 114 6 234 6 594

Existing concrete wash basin to be demolished

Existing shower tray to be removed

Kasi windows to remain

Kasi windows to remain

Kasi window to remain

Kasi windows to remain

Kasi window to be removed

Kasi windows to remain

Kasi windows to remain

EMERGENCYLABORATORY

New Polyurethane cement floor system 17m² New PVC tile f.f.

8.10m²

OPD

New PVC tile f.f.

17m²

VCT

New PVC tile f.f.

11m²

WC

New Polyurethane cement floor system 21m²

Sampling

WH

VERENDAH

New ceramic tile f.f.

19m²

ART CLINIC

A R-

A R-

A

A R-

A R-

B

AR-001 AR-003

C

UNDER 5

OPD

New PVC tile f.f.

11m²

New D10

New D16

New D16

New

SSW

New D16

New

HWB

New D16

New

CHWB

New

WC

New stainless steel lab. sink with counter

AR-001 AR-019

G

New Security grill detail G

New Acrylic emulsion coating New

50 ltr. WH

1604040243

108 15 348 6

244 110

AR-001 AR-005

PPass through window

348 6 6 234

New

HWB

CONCRETE PAVED

WALKWAY

AR-001 C-015

Double Ø200mm PVC pipe

CONCRETE PAVED

RAMP

U-DRAIN

New D16

LABORATORY BLOCK DEMOLITION

& RENOVATION PLAN

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LABORATORY BLOCK DEMOLITION PLAN

AR-001

LABORATORY BLOCK RENOVATION PLAN

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0 5m1 2 3 41

Scale 1:50

NOTES:

1. Fill and patch all openings from demolished elements. Plaster and paint all HCB work to match adjacent existing or new.

2. Refinish existing doors and windows per

AR-022.

3. Refer to AR-024 finishing schedule.

4. Refer to AR-004 renovation schedule and

Civil, Architectural, Electrical, and Sanitary for additional work in this block.

AR-002 AR-005

SPASS THROUGH

WINDOW

-- Polyurethane cement floor system -- Cement screed with strengthening admixture -- Existing concrete sub floor

--Existing roof & truss -- Suspended ceiling system -- PVC ceiling

Existing stone open ditch

Acrylic emulsion coating

Laboratory cabinet with SSW

LABORATORY VERENDAH

+250

SAMPLE

ROOM

New D10

AR-002 AR-006

AR-002 AR-001

A SECTION

--Existing roof & truss --Fix corner list & paint --plywood ceiling

-- New PVC tile f.f -- existing cement screed

Existing stone open ditch synthetic painted upto 170 plastic painted above

UNDER 5 OPD

VERENDAH

+250

AR-002 AR-001

B SECTION

new plastered & painted HCB in fill

LABORATORY BLOCK SECTIONS

LA

BO

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AR-002UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE CENTIMETERS.

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-1 0 1 3m

AR-005AR-003

S

Pass through window

-- New Polyurethane cement floor system -- New cement screed as per specification

--Suspended ceiling system --New PVC ceiling

-- New PVC tile f.f -- existing cement screed

-- Fix corner list & Paint existing plywood ceiling

-- New Polyurethane cement floor system -- New cement screed as per specification

-- New PVC tile f.f -- existing cement screed

LABORATORY EMERGENCY ADULT OPD

UNDER 5 OPD

New D16

New D16

New D16

New D16

+250

+1.20

+1.20 existing LTZ window, typical

New terrazzo window sill

--Suspended ceiling system --New PVC ceiling

Acrylic emulsion coating

Acrylic emulsion coating

New corner list

AR-003 AR-001

C SECTION

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LABORATORY BLOCK INTERNAL

SECTION C

LA

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UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETERS

AR-003

-1 0 1 3m

Scale 1:25

LABORATORY BLOCK INTERNAL SECTION

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LABORATORY BLOCK

RENOVATION SCHEDULE

LA

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LE

AR-004

-1 0 1 3m

+120

+160

U shaped metal channel for sliding the window

1.2cm HPL sliding panel covered with plastic laminate both sides plastered and painted HCB wall

SLIDING WINDOW

DETAIL SECTION

Scale 1:5

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

10mm thick Ceramic tile

AR-005 AR-002

S

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

AR-005 AR-05

U

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-005 AR-005

U

2mm thick aluminum U channel

2.

+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

Plastered surface

HCB wall

30mm thick terrazzo sill (2% slope)

Plastered external surface

Ø10mm Water drip

TERRAZZO SILL DETAIL

FOR NEW WINDOWS

SCALE 1:2

slope 2%

20.0

3.0

3.

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LABORATORY PASS THROUGH

WINDOW & TERRAZZO SILL DETAIL

LA

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AR-005UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE CENTIMETERS.

M M

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RENOVATION

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SITE # 213

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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

A R-006

A R-007

A R-006

A R-007

A R-006

A R-007

A R-006

A R-007

A R-006

A R-007

A R-006

A R-007

TOP VIEW

FRONT ELEVATION

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

5 5

30mm thick particle board acid-resistant plastic laminated top

1 2 3

2 3

20mm thick particle board vertical panel laminated on all sides, typical

2 128 2 61 2 60 25

20mm thick particle board door laminated on all sides

AR-006

LA

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UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETERS.

LABORATORY CABINET DETAILS

Scale1:10

.25 0 .25 0.5 0.75

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RENOVATION

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SECTION 1

20mm thick particle board door laminated on all sides

4mm 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 beyond laminated on all sides

20mm thick particle board base laminated on all sides

SECTION 2

20mm thick particle board drawer laminated on all sides4mm 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 laminated on all sides

20mm thick particle board base laminated on all sides

SECTION 3

4mm thick plywood backpanel