Attachment_1.2_-_CLIN-002_Batu_Design_Drawings.pdf

(E H I P)

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º 56' 18.02"

E º 43' 08.9")

INDEX OF DRAWINGS

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INDEX OF DRAWINGS

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SHEET

REFERENCE

NUMBER

ISSUE

STATUS

DATE OF

ISSUE

DRAWING TITLE

GENERAL DRAWINGS

G-000 REV 1 COVER PAGE

G-001

CIVIL/SITE DRAWINGS

C-001 SITE DEMOLITION PLAN

C-002

SHEET

REFERENCE

NUMBER

ISSUE

STATUS

DATE OF

ISSUE

DRAWING TITLE

C-003

SITE RENOVATION PLAN

C-004

G-002

G-003 REV 1 GENERAL NOTES

ARCHITECTURAL DRAWINGS

INDEX OF DRAWINGS AR-001

AR-002

AR-003

AR-007

AR-008

GENERAL SYMBOLS AND

ABBREVIATIONS

C-005

DELIVERY BLOCK DEMOLITION

& RENOVATION PLANS

DELIVERY BLOCK

RAMP PLAN & SECTION

SHEET

REFERENCE

NUMBER

ISSUE

STATUS

DATE OF

ISSUE

DRAWING TITLE

LABORATORY CABINET

DETAILS

AR-009

DELIVERY BLOCK FINISHING

SCHEDULE

AR-010

SANITARY DRAWINGS

SN-002 DELIVERY BLOCK SN

FLOOR PLAN & RISER DIAGRAM

UTILITIES PLANSN-001

ELECTRICAL DRAWINGS

EL-001

EL-002

EL-003

MAIN POWER SUPPLY DETAIL &

DISTRIBUTION SCHEDULE

DELIVERY BLOCK ELECTRICAL PLAN

EL-004

OPD BLOCK

ELECTRICAL PLAN- 01

SN-003 OPD BLOCK SN

FLOOR PLAN & RISER DIAGRAM

SN-004

DELIVERY BLOCK SECTION

DELIVERY BLOCK

RENOVATION SCHEDULE

AR-011

AR-012

AR-013

TYPICAL MANHOLE

DETAILS

C-014

C-006

OPD BLOCK DEMOLITION

PLAN

DOOR & WINDOW

SCHEDULE

AR-014

AR-015

AR-016

DOOR & WINDOW TYPES

AR-017

AR-018

AR-004

AR-005

AR-006

STAIR,RAMP & HANDRAIL

DETAILS

C-010

DOOR & TYPES SIGNAGE

SITE ELECTRICAL PLANEL-005

C-011

C-008

C-009

SN-005 SANITARY DETAILS

OPD BLOCK SN

FLOOR PLAN & RISER DIAGRAM

WINDOW SECURITY GRILL &

SERVICE COUNTER

DETAILS

OPD BLOCK FINISHING

SCHEDULE

DELIVERY BLOCK

FRONT ELEVATION

OPD BLOCK RENOVATION

PLAN

OPD BLOCK SECTION

LABORATORY INTERNAL

ELEVATION

OPD BLOCK RENOVATION

SCHEDULE

RAMP & HANDRAIL

DETAILS

INCINERATOR DETAILS

ELEVATED WATER TANK

DETAILS

ELEVATED WATER TANK

STAND PLATFORM & SECTION

PLATFORM PLAN, LADDER

CAGE RAILING, FOOTING PLAN

& SECTION

ELEVATED WATER TANK

CONNECTION DETAILS

STRUCTURAL DRAWINGS

ST-002 OPD BLOCK DETAIL

OPD BLOCK ROOF

SUPPORT PLAN

ST-001

C-012

PLATEFORM FOUNDATION

PLAN & DETAILS

C-013

HOLDING TANK PLAN &

DETAIL

LABORATORY PASS

THROUGH WINDOW DETAIL

GENERAL NOTESSN-000

EL-000 LEGEND, NOTES, DETAILS AND

FITTING SCHEDULE

OPD BLOCK

ELECTRICAL PLAN- 02

DOOR & WINDOW

REFINISHING SCHEDULE

C-015

SANITARY PIPE LAYING

DETAILS

C-007

ELEVATED WATER TANK

PLATFORM & FOUNDATION PLAN

C-016 U-DRAIN TRENCH DETAILS

04/05/13

04/05/13

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04/05/13

04/05/13

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

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

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 1REV 1

REV 1

AR-019 04/05/13REV 1

AR-020 04/05/13REV 1

OPD BLOCK ROOF PLAN

ROOF DETAILS

C-017 WATER SERVICE DETAILS04/05/13REV 1

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

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

ABBREVIATIONS

Ø DIAMETER

ELEVATION/SECTION CALLOUT

FILTER MEDIA (PERCOLATION TRENCH)

CEMENT SCREED SURFACE

A

A-XXX A-XXX

WINDOW/DOOR SYMBOL

HINGE SIDE

HOLLOW CONCRETE BLOCK WALL

REFERENCE

DESIGNATION LETTER

MAIN

DRAWING SHEET

A-XXX

REFERENCE

DESIGNATION NUMBER

MAIN

DRAWING SHEET

DETAIL TITLE

WALL MOUNTED INCANDESCENT LUMINAIRE

CEILING MOUNTED SINGLE LAMP

FLUORESCENT LUMINAIRE (1x36W)

CEILING MOUNTED DOUBLE LAMP

FLUORESCENT LUMINAIRE (2x36W)

WIRING/CABLING RECESSED IN WALL, SLAB

SINGLE (1WAY) SWITCH FLUSH MOUNTED

TWO-WAY FLUSH MOUNTED SWITCH

SINGLE SOCKET OUTLET 16/10A, 250V

FLUSH MOUNTED DOUBLE SOCKET

OUTLET 16/10A, 250V

FLUSH MOUNTED SINGLE SOCKET

OUTLET 16/10A, 250V

FLUSH MOUNTED SINGLE SOCKET OUTLET

WATER PROOF 16/10A, 250V

ELECTRICAL MANHOLE

FLUSH MOUNTED TELEPHONE/DATA OUTLET

INDICATES TYPE NUMBER

X INDICATES RATING

SYMBOLS LEGEND

FLUSH MOUNTED TELEPHONE OUTLET

WALL MOUNTED SINGLE LAMP FLUORESCENT

LUMINAIRE (1x36W)

DOUBLE POLE FLUSH MOUNTED SWITCH

LPP-*

FLUSH MOUNTED - LIGHTING & POWER PANEL,

* INDICATES BLOCK NAME

TELEPHONE TERMINAL BOX

CEILING MOUNTED LUMINAIRE

CIRUIT HOME RUN WITH FEEDER PANEL

AND CIRCUIT NUMBER

x

T

T/D

WATERPROOF FLUSH MOUNTED SOCKET

16/10A, 250V WITH WATER PROOF SWITCH

TEL CABLE IN PVC DUCT

TEL/DATA CABLE IN PVC DUCT

INDICATES SELF CONTAINED , WITH 3HRS

STANDBY BATTERY PACK

EXIT

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

STAND-BY BATTERY PACK & WITH DIRECTION

SIGN

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 LEGEND

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

SHEET

REFERENCED

SHEET

G-002

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GENERAL SYMBOLS AND

ABBREVIATIONS

G-003

G

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A

L N

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S

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 Outpatient, and

Delivery blocks. Renovation includes modification Building new & existing of some walls, replacement/relocation of some doors and windows. Replacement of ceilings, 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, Inpatient, Laboratory, and Delivery 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. Construction of waste handling facilities, including decommissioning of existing sewage holding tank,in installation of new sewage holding tank, construction of new waste water line as required to compete system, Designs for these facilities are included herein.

d. Water system: A new municipal water system is under construction and a new water supply line with sufficient pressure to fill the proposed water tank on an 8m high tower is scheduled to be installed. The constructor shall construct the proposed elevated water tank, & all associated piping & appurtenances per plans & specifications.

e. Construction of new manholes as shown on the drawing.

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

f. Provide one (1) 6kg fire extinguisher mounted on outside wall of Delivery Block, & one (1) 6kg fire extinguisher mounted on outside wall of OPD,& one (1) 6kg fire extinguisher mounted on outside wall of Laboratory Block,& one (1) 6kg fire extinguisher mounted on outside wall of ER Block.

g. Demolish existing roofing to roof structure & install new roofing and roof support structure

h. Construct open drain trench around OPD block

i. Demolish Existing incinerator and construct new incinerator

2. Site elevations are based on assumed OPD Block finished floor elevation at 100.00 meters.

3. New plumbing fixtures shall be connected to the new 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 Existing doors and windows to remain shall be 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 openable windows. Provide weather stripping on all windows after final paint has dried for at least 24 hours.

7. All structures , appurtenances and finish elements 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 baricades shall be erected to prevent unauthorized persons from entering the Work Area or from construction workers entering Health Center grounds. Access to latrines and other functioning Health Center facilities shall be unimpeded at all times.

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

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

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

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

13. All demolition work indicated in the Work shall be performed neatly, disturbing adjacent elements to a minimum extent practical. Adjacent facilities damaged in the process shall be patched to match such tha t the patch, when completed, is not noticeable as such.

14. All work shall comply with 2009 international Building Code (ibc); National Fire Protection Association (NFPA) 101 Life Safety Code, 2009 Edition; and local building codes.

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

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

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

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

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

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

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

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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.4

1.40

6.40

24.30

2.90

1.

2.90

.2

6.

.6

24.40

.3

6.90 2.90

4.80 2.90

6.90

EXISTING DIRT ROAD

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TS

x 100.36 x 100.18 x 100.28 x 99.96 x 99.89 x 99.86 x 99.81 x 99.55 x 99.89 x 99.71 x 100.04 x 100.04 x 100.27 x 100.09 x 99.84 x 99.85 x 99.93 x 99.69 x 99.85 x 99.66 x 99.65x 99.73x 99.69x 99.70 x 99.82 x 99.80 x 99.70 x 99.81x 99.79x 99.83 x 99.821 x 99.823 x 100.009 x 99.86 x 99.90x 100.22 x 01.00 x 99.69 x 99.91 x 99.98 x 100.18 x 99.72 x 99.85 x 99.64 x 99.64 x 99.59 x 99.77 x 99.56 x 99.58 x 99.39 x 99.58 x 99.42 x 99.52 x 100.009 x 99.50 x 99.52 x 100.09 x 99.7999.80 x x 99.80 x 99.7999.64 x x 99.74 x 99.78 x 99.77 x 99.74 x 99.63 x 99.71x 99.68 x 99.78 x 99.73 x 99.76 x 99.81 x 99.83 x 99.79 x 99.60 x 99.71 x 99.56 x 99.77 x 99.76 x 99.63 x 99.58 x 99.57 x 99.52 x 99.56x 99.54 x 99.59 x 99.67 x 99.62 x 100.006 x 99.58 x 99.56 x 99.64 x 99.54x 99.60 x 99.52 x 100.02x 99.37 x 99.52x 99.49x 99.43 x 99.54 x 99.56 x 99.58 x 99.41 x 99.53 x 99.64 x 99.51 x 99.68 x 99.67 x 99.70 x 99.71 x 99.74 x 99.58 x 99.46 x 99.51 x 99.55 x 99.43 x 99.51 x 99.34 x 99.33 x 99.31 x 99.29 x 99.50 x 99.52 x 99.53 x 99.42 x 99.43 x 99.55 x 99.58 x 99.51 x 99.56 x 99.34 x 99.50 x 99.81 x 99.53

99.73 x x 99.59 x 99.84 x 99.74 x 99.82 x 99.81 x 99.61 x 99.79 x 99.68 x 99.69 x 99.56 x 99.71 x 99.21 x 99.95 x 99.88 x 99.81 x 99.81 x 99.46 x 99.44 x 99.51 x 99.51 x 99.44 x 99.59 x 99.42 x 99.48 x 99.50 x 100.10 x 99.76

EXST OPD

BLOCK

(HCB)

EXST

HC STORE BLOCK 1

(HCB)

EXST

HC STORE BLOCK 2

(HCB)

ABAN

PIT LATRINE

EXST

ASH PIT

EXST

INCINERATOR

ABAN PLACENTA

PIT

EXISTING

HOLDING TANK

EXST PIT LATRINE

(HCB)

FFL 100.15

EXST

Steel Water Tank(OUT OF USE) 4m from ground

EXST

PLACENTA PIT

EXST HOLDING

TANK

EXST H.SCIENCE

SCHOOL

(HCB)

EXST

DELIVERY

BLOCK

(HCB)

FFL 100.12

EXST GENERATOR

HOUSE

EXST PIT LATRINE

EXST

HOLDING

TANK

EXST ART &

OFFICE

EXST

WOREDA BLOCK

EXST GUARD

HOUSE EXST

MUD

HOUSE

EXST

WATER METER

REGISTRATION

(HCB)

FFL 100.10

EXISTING TEMPORARY METAL

POST AND WIRE FENCE,TYP EXISTING HCB FENCE. TYP

EXST ENTRY GATE

EXISTING GRAVEL ROAD

EXST LAUNDRY

BASIN

C-001 AR-005

C-001 AR-001

EXST

ART

BLOCK

(HCB)

EXST VEGETATION, TYP

EXST

GRAVEL DRIVE

DEMOLISH TREE

BRANCH PROTRUDING

ONTO ROOF

DEMOLISH TREE

BRANCH PROTRUDING

INTO PATH

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN METERS.

NOTES:

1. SITE ELEVATIONS ARE BASED ON ASSUMED OPD 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 INCINERATOR

4. DEMOLISH EXST ROOFING TO ROOF STRUCTURE ON

OPD BLOCK

5. DEMOLISH STAIRS AND RAMP AT DELIVERY BLOCK

6. DEMOLISH TREE BRANCHES AS SHOWN

7. REF ARCHITECTURAL , ELECTRICAL, SANITARY, AND

STRUCTURAL DRAWINGS FOR ADDITIONAL

DEMO WORK

S

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SITE EXISTING & DEMOLITION

PLAN

Scale1:200

-5 0 5M 15 20m10

2.90

1.

.2

.4

1.

3.66

7.

.3

24.40

6.90 2.90 4.80 2.90 6.90

EXISTING TEMPORARY METAL POST AND WIRE FENCE

E

XI

ST

IN

G G

RA

V

EL

R

O A

D

H

EA

LT

H

SC

IE

N C

E C

O M

PO

UN

D ( P

LA

N

TA

TIO

N O

F

FR

UI

TS

EXST OPD BLOCK

(HCB)

EXST HC STORE BLOCK 1

(HCB)

EXST HC STORE BLOCK 2

(HCB)

ABAN PIT LATRINE

EXST ASH PIT

INCINERATOR

EXST

HOLDING THANK

EXST PIT LATRINE

(HCB)

FFL 100.15

EXST PLACENTA PIT

EXST HOLDING

TANK

EXST H.SCIENCE

SCHOOL

(HCB)

EXST

DELIVERY

BLOCK

(HCB)

FFL 100.12

EXST GENERATOR

HOUSE

EXST PIT

LATRINE

EXST

HOLDING

TANK

EXST ART &

OFFICE

EXST WOREDA

BLOCK

EXCT GUARD

HOUSE

EXST

MUD HOUSE

EXST WATER METER

REGISTRATION

(HCB)

FFL 100.10

ELEVATED

WATER TANK

A C-002 C-003

3.66

1.

SEPTIC/

HOLDING TANK

SEE DETAIL ON SHEET C-0013

I C-002 C-006

W C-002 C-008-12

S C-002 C-013

EXISTING HCB FENCE. TYP

EXISTING GRAVEL ROAD

EXST ENTRY GATE

EXST VEGETATION TYP.

EXST GRAVEL DRIVE

EXST LAUNDRY

BASIN

EXST WATER

TANK

C-002 AR-006

C-002 AR-001

EXST

ART BLOCK

(HCB)

C-002 C-004

TYPE 4 SIGNAGE

TYPE 4 SIGNAGE

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN METERS.

C-002

-5 0 5 25m15 2010

SITE RENOVATION PLAN

S

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D B

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NOTES:

1.CONSTRUCT NEW ELEVATED WATER TANK

2. CONSTRUCT NEW INCINERATOR

3. INSTALL NEW ROOFING ON EXIST OPD BLOCK

4. CONSTRUCT PERCOLATION TRENCH AROUND

EXST OPD BLOCK

5. CONSTRUCT NEW SETPIC/HOLDING TANK

6. CONSTRUCT RAMP & STAIRS AS SHOWN

7. REF. ARCH, ELEC, SAN, STURCT DWGS FOR

ADDITIONAL WORK

Reinforced Concrete Curb50mm cement mortarSelected fill compacted to 95%

100.12

+99.55

K C-004 C-003

Reinforced Concrete Curb

E C-003 C-009

21281683

16831686

38mm dia CHS vertical member

38 mm CHS Handrail

A C-003C-003

DELIVERY BLOCK

RAMP SECTION

Reinforced Concrete Landing slab500x500x40mm Precast concrete paver

CORRIDOR

A C-003

Landing 100.12 x Ramp Ends

Precast Reinforced Concrete Paver 50x50x4mm

C-003 c C

-0

C -0

A C-002 C-003

DELIVERY BLOCK

RAMP & STEPS PLAN

x 99.53 c

B C

-0

C -0

B

A

Ramp starts x 99.55

6601 1692

EXST U-DRAIN

NEW U-DRAIN

New U-DRAIN

REFER TO 4/C-016

U-DRAIN CROSSING

REFER TO 6/C-016

CONNECT NEW TO

EXST U-DRAIN

C-003

D

EL

IV

ER

Y

BL

O C

K

RA

M P

PL

A

N

S

EC

TIO

N

DELIVERY BLOCK RAMP PLAN

& SECTION

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN MILLIMETER.

SCALE 1:20

0.5 0 1 1.5

D B

D B

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0.5

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.

-- 40mm precast Concrete Paver -- 30mm thick cement Mortar -- 100mm Reinforced Concrete Slab -- Selected fill compacted to 95% -- Compacted Soil

2mm thick Ø38mm CHS Handrail

EXST Floor Finish

STAIR SECTION

Scale 1:10

Reinforced concrete steps

C-004C-003

38mm CHS post anchored to concrete beam

C

Finished Grade

C-004 C-005

New HCB wall

100mm PVC pipe connecting New u-drains

-- 40mm precast reinforced concrete paver -- 30mm thick cement Mortar -- Selected fill compacted to 95% -- Compacted Soil

STRUCTURAL SECTION

THROUGH STEPS

Scale 1:10

C-004C-003

Ø8 c/c 200 L=580

1 Ø8 Per step 300(Typ)

(T y p

Ø8 c/c 200

4Ø10

D

Ø8 mesh c/c 200 L=variable

-- Reinforced concrete steps -- Selected fill compacted to 95% -- Compacted Soil

STAIR SECTION

Scale 1:10 C-004C-004

NOTE

-- Structural section similar to D /C-004

EXST Floor Finish

Walkway surface

Double Ø100mm PVC fill around pipe with cement mortar.

EXST U-drain

EQ

EQ

EQ

EQ

EQ

EXST Wall

C-002 C-004

ANC STAIR

PLAN

Scale 1:10

C-004C-002

EQ EQ

VERANDAH

EXST U-DRAIN

15cm

Ø8 c/c 200 L=Variable

4Ø10

Finished Grade

Selected Backfill @ 95% Compaction

3d

3 d d d≤90 for >90, use stone masonry

TYPICAL CONCRETE

CURB ST SECTION

Scale 1:10

C-004C-003 K

C-004

ST

A

IR

, R

A M

P, A

N D

H A

N D

RA

IL

D

ET

A

IL

S

STAIR, RAMP, AND HANDRAIL

DETAILS

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN MILLIMETERS.

D B

D B

TE

TR

A T

EC

H

A

PR

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RENOVATION

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SITE #251

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Scale1:10

.25 0 .25 0.5 0.75

0 2m

Scale1:5

1m

38mm dia CHS Handrail

RAMP

SECTION

Scale 1:10

Mortar Adjustment

-- 40mm precast reinforced concrete paver -- 50mm thick cement mortar -- Compacted selected Soil @ 95% -- Natural soil

Reinforced Concrete Curb 250mm with variable height

C-005C-003

Concrete Curb

K C-005C-005

B

Anchor bolt & Plate detail

C-005C-005

38mm dia CHS baluster c/c 2000

38mm dia CHS balustrade (2pcs)

New HCB wall

Finish Floor

U-drain detail

C-016C-005

2xF1 100x100x6mm steel plates

ANCHOR BOLT &

PLATE DETAIL

Scale 1:2.5

C-005C-005

2xFl 100x100x6mm steel plates

4 M12 bolt

SECTION 2-2

SCALE 1:5

SECTION 1-1

SCALE 1:5

Washers (Typ)

38 267 38

Ø38mm CHS Handrail vertical member bolted to curb

TYPICAL HANDRAIL EXTENSION

DETAIL Scale 1:5

E C-005C-003

90°

Ø38mm CHS Handrail bent 90°

V-Cut & weld corner

R=

TYPICAL CONCRETE

CURB ST SECTION

Scale 1:10

C-005C-005 K

15cm

Ø8 c/c 200 L=Variable

4Ø10

Finished Grade

Selected Backfill @ 95% Compaction

3d

3 d d d≤90 for d> 90, use stone masonry

C-005

RA

M

P A

N D

H A

N D

RA

IL

D

ET

A

IL

S

RAMP AND HANDRAIL

DETAILS

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN MILLIMETERS.

D B

D B

TE

TR

A T

EC

H

A

PR

IL

U

S A

ID

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TH

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P

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H

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H

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A S

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KMD

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B

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RENOVATION

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SITE #251

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/0

50 2

50 35 80 35 50

RC covering Combustion chamber Brick wall

Metal grids Ø20 rebar c/c 5 Ash pit DPC Asphalt paint (2 coats) Hard core 20-25cm

RC Concrete

3mm thick and internal diameter 100mm-150mm steel tube, mild steel plates

TOP VIEW SC.1:20

SECTION

SC.1:20

FRONT ELEVATION SC.1:20 REAR ELEVATION SC.1:20

The chimney spigot is made from a frame of metal angle (30 x 30 x 3) with a plate of 5mm steel welded on top and a piece of steel pipe (3mm thickness)

The loading door is made from a frame of metal angle (30 x 30 x 3) with a plate of 3mm steel welded on top.

The chimney is made from a steel pipe Ø100mm-150mm and (3mm thick).

it is sealed to the spigot with fire cement.

The brick hole at the front is supported by concrete lintel.

5mm thick high temp fire resistant chimney cap

S1

C-006C-006

S1

S1

C-006C-006

SECTION

SC.1:20

S2

C-006C-006

S2

S2

C-006C-006

Ø8 c/c25 L-1480

4Ø10 L-1520

Ø8 c/c25 L-1520 a a

Ø8 c/c15 L-1520 bØ8 c/c15 L-Var.

b b Ø8 c/c15 L-320

Ø8 C/C15 L-779

0 318

Ø8 c/c15 L-616

Ø8 C/C15 L-779 a a a a b b b b c

40 70 40

39 151

50 60 50

30 100 30 30 21 30

50 60 50

5mm thick high temp fire resistant chimney cap

5mm thick high temp fire resistant chimney cap

32mm steel pipe air holes

1/2 Brick spaces for air flow

Brick

Fire cement

Fire cement

0Fire cement

Fire cement

Brick

Brick encases pipe Brick encases pipe

Brick encases pipe

METAL GRIDS

Ø20 REBAR C/C 5

58 21

Fire brick/ Refractory mortar

ASH DOOR 72

40 70 40

Ash door opening upward s

3x3x3x.3 U channel steel

25 100 25

ANGLE IRON ANCHORING

WELDED TO U IRON

METAL SHEET COVER

(3MM THICK)

2X2X.3 SHS FRAME

Ø12 HANDLE WELDED TO

METAL SHEET

3 3

3x3x3x.3

U CHANNEL STEEL

2X2X.3 SHS FRAME

Ø12 RE-BAR WELDED TO

METAL SHEET COVER

C-006

C-006

C-006

SECTION

C-006

36 36

18 18 18 18

METAL SHEET COVER

(3MM THICK)

ASH DOOR OPENING

ANGLE IRON ANCHORING

WELDED TO U CHANNEL STEEL

2X2X.3 SHS FRAME

METAL SHEET COVER

(3MM THICK)

C-006

C

C-006

DETAIL

33x3x3x.3 U CHANNEL

AT TWO SIDES

Metal sheet cover

(3mm thick)

DOOR DETAIL SC.1;10

3x3x3x.3 U Channel at two sides

2X2X.3 SHS Frame

Angle iron anchoring welded to u iroN

C-006C-006

C

Ø12 Handle welded to metal sheet

C-006

IN

C

IN

ER

A

TO

R D

ET

A

IL

S

INCINERATOR DETAILS

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETERS.

D B

D B

TE

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A T

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NOTE: A3 SIZE REDUCED TO HALF SCALE

RENOVATION

(BATU)

SITE #251

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Scale1:10

.25 0 .25 0.5 0.75

0 2m

Scale1:5

1m

-0.5 0 0.5 1.5 2m1

Scale 1:20

C-007 C-008

C-007 C-008

50 50 50 50 100 50 50 50 50

100 100 100 100 100

PLAN: PLAT FORM WITH WATER TANK

118 105

OVER FLOW

PIPE (DOWN)

INLET PIPE

OUTLET PIPE

C-007 C-007

1DETAIL PLAN

LADDER CAGE

55 85 117

C-007 C-008

C-007 C-008

50 50 50 50 100 50 50 50 50

100 100 100 100 100

PLATFORM PLAN

Grating bearing bar 25x2 mm pitch 34x38 mm FE360, galvanized For acces points to securing strap eyes: Do not cut bearing bars

102x152MM HOLES

FOR PIPE PASSAGE

SHS 50X3

BEAMS

LADDER CAGE:

RINGS FL 60X4 -

RAIL BARS FL 40X2

1xF1170x170x3

HOLD DOWN EYE

WELDED TO PLATFORM

102X102MM HOLES

FOR PIPE PASSAGE

102X152MM HOLES

FOR PIPE PASSAGE

165 10 150 10 167

17 1

105 55 105

Ø80 GSP OVER FLOW

PIPE (DOWN)

INLET PIPE

OUTLET PIPE

Scale 1:10

Ø50 GSP

INTERCONNECTION

PIPE

HOLD-DOWN

NYLON STRAP HOLD-DOWN EYE

WELDED TO

PLATFORM

2000LTR WATER

TANK

2000LTR WATER

TANK

OUTLET PIPE

INLET PIPE

Ø80 GSP OVER FLOW

OUTLET

C-007 C-007

1DETAIL PLAN

GRATING BEARING BAR 25X2 MM PITCH 34X38

FE360, GALVANIZED

For acces points to securing strap eyes: Do not cut bearing bars

STAINLESS STEEL HOOK

& EYE TURNBUCKLE

150 10

102x152MM HOLES

FOR PIPE PASSAGE

FOUNDATION PLAN

3.0X3.0X0.25 M C20/25 S300B

100 60 100

100 100 100

20 280 20

ELEVATED WATER TANK

PLATFORM & FOUNDATION PLAN

SCALE 1:10,1:25

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETER.

C-007

EL

EV

A

TE

D W

A

TE

R

TA

N K

PL

A

TF

O

RM

F O

UN

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RENOVATION

(BATU)

SITE #251

NOTE:

ALL BOLTS AND ANCHORS: M12 4.6 OR

HIGHER, GALVANIZED

ALL CONNECTION PLATES: T=10 MM S235

ALL WELDS: FILLET 3 MM

SEAL OPEN TUBE ENDS WITH END PLATES

T=2 MM

·For non-expansive soil sites, 30cm of the natural soil shall be cut before lean concrete is placed.

Foundation pad shall be placed on well compacted soil in accordance with the

Specification for compaction.

* Required bearing capacity of 52kn/m2

PLAT FORM BEAMS

SHS 50X3 S235

SHS COLUMNS

50X3 S235

TIES (LONG SIDES)

SHS 40X2.5 S235

STRUTS

SHS 30x2.5 S235

ELEVATION

SCALE 1:25 C-008 C-007

RAILING

SHS 30X2.5 S235

STRUTS

SHS 30x2.5 S235

TIES (LONG SIDES)

SHS 40X2.5 S235

GROUND LEVEL

50MM

LEAN CONRETE

INLET PIPEINLET PIPE

INTERCONNECTION

PIPE

OVER FLOW OUTLET C-008 C-009

3DETAIL

C-008 C-008

5DETAIL

ELEVATION

SCALE 1:25 C-008 C-007

TIES (TOP)

SHS 40X2.5 S235

TIES (SHORT SIDES)

SHS 40X2.5 S235

STRUTS

SHS 30X2.5

S235

RAILING

SHS 30X2.5 S235

RAILING

SHS 30X2.5 S235

STRUTS

SHS 30X2.5

S235

TIES (SHORT SIDES)

SHS 40X2.5 S235

GROUND LEVEL

50MM LEAN

CONRETE

FLOATING VALVE

INLET PIPE

OVER FLOW

OUTLET

DRAIN PIPE

C-008 C-009

4DETAIL

LADDER CAGE STARTS

@ +200CM FROM

FINISHED GRADE

STEEL STRAP

STAINLESS STEEL HOOK

& EYE TURNBUCKLE CLOSED

LENGTH APRROX=33CM

1XFL 170X170X3 HOLD DOWN

EYE PLATE WELDED TO PLATFORM

C-008 C-008

5DETAIL

Scale 1:5

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETER.

C-008

ELEVATED WATER TANK

DETAILS

Scale 1:25

EL

EV

A

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RENOVATION

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SITE #251

NOTE:

- ALL BOLTS AND ANCHORS: M12 4.6 OR

HIGHER, GALVANIZED

ALL CONNECTION PLATES: T=10 MM S235

ALL WELDS: FILLET 3 MM

SEAL OPEN TUBE ENDS WITH END PLATES

T=2 MM

- FOR NON-EXPANSIVE SOIL SITES, 30CM

OF THE NATURAL SOIL SHALL BE CUT

BEFORE LEAN CONCRETE IS PLACED.

- FOR EXPANSIVE SOIL SITES, 1.5M OF THE

EXPANSIVE SOIL SHALL BE EXCAVATED

AND 1.2M OF SELECTED COMPACTED

COHESIVE NON-EXPANSIVE FILL SHALL BE

REPLACED. THE FOUNDATION SHALL BE

PLACED ON THE SELECTED COMPACTED

FILL.

-0.3M OF SURROUNDING FILL SHALL BE

PLACED AROUND THE SLAB.

* PLEASE REFER TO THE SPECS FOR THE

DETAILS OF THE SELECTED FILL.

* REQUIRED BEARING CAPACITY OF

52KN/M2

RAILING

SHS 30X2.5 S235

FLOATING VALVE

INLET PIPEOVER FLOW

OUTLET

DRAIN PIPE

MANWAY

INTERCONNECTION

PIPE

2000LTR WATER TANK

HOLD-DOWN STRAP

(TYP. OF 4)

OUTLET PIPE

1XFL 170X170X3 HOLD

DOWN EYE PLATE WELDED

TO PLATFORM

PLAT FORM BEAMS

SHS 50X3 S235

RAILING

SHS 30X2.5 S235

INLET PIPEINLET PIPE

INTERCONNECTION

PIPE

Ø80 GSP OVER FLOW

OUTLET

2000LTR WATER TANK 2000LTR WATER TANK

OUTLET

PIPE

OUTLET

PIPE

HOLD-DOWN EYE WELDED TO

PLATFORM (TYP. OF 8)

50 50

C-009 C-008

5DETAIL

88 88

GATE VALVE

ELEVATED WATER TANK

STAND PLATFORM & SECTION

Scale 1:10

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETER.

C-009

DETAIL 3

Scale 1:10

DETAIL 4

Scale 1:10

EL

EV

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RENOVATION

(BATU)

SITE #251

NOTE:

ALL BOLTS AND ANCHORS: M12 4.6 OR

HIGHER, GALVANIZED

ALL CONNECTION PLATES: T=10 MM S235

ALL WELDS: FILLET 3 MM

SEAL OPEN TUBE ENDS WITH END PLATES

T=2 MM

·For non-expansive soil sites, 30cm of the natural soil shall be cut before lean concrete is placed.

Foundation pad shall be placed on well compacted soil in accordance with the

Specification for compaction.

* Required bearing capacity of 52kn/m2

LADDER

SHS 30X2.5 S235

Ladder cage:

rings Fl 60x4 -rail bars Fl 40x2

17 43 17

0 57

648 8

PLATFORM PLAN,

Platform beams SHS 50x3 S235

217 60 218

83 17 107

43 50 50 50 50 50 50 50 50 43

RAILING, SHS 30X2.5 S235

1530 88 1423

30 110 30

95 20 170 20 390 20 170 20 95

2xFl 170x170x10

10 170 10

Ladder footing-Water tank stand

Section 1-1 Scale 1:5

2xFl 170x170x10

115 30 110 30 430 30 110 30 115

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN MILLIMETER.

C-010

RINGS FL 60X4

LADDER CAGE TO LADDER

CONNECTIONS

SHS 30x25 S235

PL

A

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PLATFORM PLAN, LADDER CAGE

RAILING, FOOTING PLAN & SECTION

Scale 1:10, 1:20,1:50

NOTE: A3 SIZE REDUCED TO HALF SCALE

RENOVATION

(BATU)

SITE #251

NOTE:

ALL BOLTS AND ANCHORS: M12

4.6 OR HIGHER, GALVANIZED

ALL CONNECTION PLATES: T=10

MM S235

ALL WELDS: FILLET 3 MM

SEAL OPEN TUBE ENDS WITH END

PLATES T=2 MM

1530 88 1423

30 110 30

2xFl 170x170x10

2xFl 170x170x10

Column head-Water tank stand

Section 1-1 Scale 1:5

1530 88 1423

30 110 30

20 170 20

Section 2-2 Scale 1:5

Fl 170x170x10

10 170 10

Column footing-Water tank stand

Section 1-1 Scale 1:5

Fl 170x170x10

30 110 30

2xFl 170x170x10

1530 88 1423

30 110 30

Column construction joint-Water tank stand

Section 1-1 Scale 1:5

2xFl 170x170x10

30 110 30

ELEVATED WATER TANK

CONNECTION DETAILS

SCALE 1:10,1:20,1:50

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN MILLIMETER.

C-011

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RENOVATION

(BATU)

SITE #251

NOTE:

ALL BOLTS AND ANCHORS: M12

4.6 OR HIGHER, GALVANIZED

ALL CONNECTION PLATES: T=10

MM S235

ALL WELDS: FILLET 3 MM

2xFl 170x170x10

20 50 10

2xFl 170x170x10

Top tie heads-Water tank stand

Section 1-1 Scale 1:5

55 115

2xFl 170x170x10 eyeplate for tank securing straps

30 30 50 30 30

170 240 100

1530 88 1423

30 110 30

30101030 30 30 30 30

150 275 150 350 150

30 40 30 395 30 470 30

30 10 30153023 23

150 275 150 350 150

30 40 30 395 30 470 30

Railing-Water tank stand

Section 1-1 Scale 1:5

30103015302323

30 40 30

145 110 2490 110 145

Ø8-15

Ø8-15

Ø8-15

Ø -1

Ø -1 su rr o un d in g e ve ry c m surrounding every 15 cm

145 110 490 110 145

1000 1000 1000

150 48

Ø -1

Ø -1

150 48

Ø -1

Foundation 3.0x3.0x0.25 m C20/25 S300B

Concrete cover 3 cm

All Bolts and Anchors:

M12 4.6 or higher, galvanized

Top layers = bottom layers

Reinforcement foundation plate 1:20

4 4

30 40 30 40 30

170 430 170

30 130 30 570 28 132 30

30 130 30 570 30 130 30

40 30 30153025 430 40 90 40

Ladder top-Water tank stand

Section 1-1 Scale 1:10

30 240 30

60 1010

50 20

PLATFORM FOUNDATION

PLAN & DETAILS

SCALE 1:10,1:20,1:50

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN MILLIMETER.

C-012

PL

A

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PL

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NOTE: A3 SIZE REDUCED TO HALF SCALE

RENOVATION

(BATU)

SITE #251

NOTE:

ALL BOLTS AND ANCHORS: M12

4.6 OR HIGHER, GALVANIZED

ALL CONNECTION PLATES: T=10

MM S235

ALL WELDS: FILLET 3 MM

60.0000 80.0000 260.0000 80.0000 60.0000

60.0000

80.0000

50.0000

80.0000

60.0000

330.0000

60.0000 80.0000 80.0000 80.0000 100.0000 80.0000 60.0000

540.0000

80.0000

80.0000

80.0000

80.0000

80.0000

80.0000

330.0000

540.0000

18.0000

20.0000

200.0000

20.0000

60.0000 80.0000 60.0000

80.0000

50.0000 50.0028

80.0000

100.000080.000080.0000 80.0000

C-013

H O

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IN

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A N

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A

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UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETERS.

HOLDING TANK

PLAN & DETAIL

D B

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NOTE: A3 SIZE REDUCED TO HALF SCALE

RENOVATION

(BATU)

SITE #251

B A

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D

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/0

(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%

TY

P m a x .3

Ø600

5012560012550

120R.C. Slab

H -2

H -1

Ladder Rung

Ø24 Reinforcement bar, deveiopment length 600mm

(T Y P

100 (TYP)

Precast R.C.

80mm RC cover

Precast R.C.

V a ri a b le

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 way s

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 g e m m

V a r.

Ø600

Ø800

D D

PLAN

NTS

Ø600 precast concrete pipe

STORM WATER MANHOLE WITH SAND COLLECTOR

TYPICAL SECTION OF MAN HOLE

FOR WASTE WATER

(GRILL COVER DITCH &PIPE CONNECTOR MANHOLE)

Sc. 1:20

SECTION D-D

C-014

TY

PI

C A

L M

A N

HO

LE

D

ET

A

IL

S

TYPICAL MANHOLE DETAILS

NTS

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN MILLIMETERS.

D B

D B

TE

TR

A T

EC

H

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KMD

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B

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NOTE: A3 SIZE REDUCED TO HALF SCALE

RENOVATION

(BATU)

SITE #251

B A

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D

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SECTION A-A

Ø800 Ø400

WATER SUPPLY PIPE LAYING

TRENCHES DETAILS

NTS

TRENCHES AT NON VEHICULAR ROAD CROSSINGSTRENCHES AT VEHICULAR ROAD CROSSINGS

VALVE BOX DETAIL

NTS

Ø10 c/c 200mm

Concrete support (typ)

Ø10 c/c 150mm

Ø16 steel bar handle

Backfill

110 IN Ledge or earth

300 mm

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

Existing ground surface

Finished grade

300 (TYP.)

100mm RC Cover

Backfill

110 in Ledge or earth

300 mm

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

Finished grade

300 (TYP.)

WASTE WATER PIPE LAYING

NTS

Reinforced concrete or pvc pipe

NOTE: VALVE BOX DIAMETER AS SPECIFIED ON PLAN

R34

Finished grade

Backfill

100 min in ledge or earth

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

C-015

S A

N

IT

A R Y P

IP

E

LA

Y

IN

G D

ET

A

IL

S

SANITARY PIPE LAYING DETAILS

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETERS.

D B

D B

TE

TR

A T

EC

H

A

PR

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P

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KMD

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B

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NOTE: A3 SIZE REDUCED TO HALF SCALE

RENOVATION

(BATU)

SITE #251

B A

T U

H E A

LT

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D

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/0

Gravel or concrete paver walkway

Building line

2% slope concrete U-drain

103010

Selected fill compacted to 95%

EXST stone walkway

Ø8 c/c 40cm

100 300 100

4Ø8 bars, continuous

Gravel or concrete paver walkway

2% slope concrete U-drain

10 30 10

Selected fill compacted at 95%

EXST Verandah EXST stone walkway

Ø8 c/c 40cm

100 300 100

4Ø8 bars, continuous

Ø8 c/c 40cm

100 300 100

4Ø8 bars, continuous

U-Drain

Ø200mm PVC pipe

Cement mortar fill Ø8 c/c 40cm

100 300 100

4Ø8 bars, continuous

U-Drain

(2)Ø100mm PVC pipe

Cement mortar fill

U-DRAIN DETAILS

C-016

U-DRAIN AT BUILDING PERIMETER

AR-006C-016

U- D

RA

IN

D

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A

IL

S

NEW U-DRAIN REINFORCING DETAIL

AT DELIVERY BLOCKC-016C-016

D B

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NOTE: A3 SIZE REDUCED TO HALF SCALE

RENOVATION

(BATU)

SITE #251

B A

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U-DRAIN AT COURTYARD

AR-006C-016

U-DRAIN REINFORCING DETAIL

C-016C-016

U-DRAIN CROSSING DETAIL 1

AR-006C-016

5 U-DRAIN CROSSING DETAIL 2

C-003C-016 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-005 C-017

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-017

W A

TE

R

SE

RV

IC

E

D

ET

A

IL

WATER SERVICE DETAIL

0 2m

Scale1:5

1m

D B

D B

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NOTE: A3 SIZE REDUCED TO HALF SCALE

RENOVATION

(BATU)

SITE #251

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NURSE STATION

ANCSAFE

ABORTION

LABOR

DELIVERY

TOILET

EPI &

FAMILY PLANNING

Verandah

Protect existing cement tile

11.82m²

12.01m²

11.89m²

14.29m²

4.93m² f.f.cement tile to be removed

48m²

Demolish existing ramp

Remove

HWB

Remove

HWB

Remove

HWB

11.89m²

Remove LTZ door TYP.

Demolish existing stair

Remove existing window TYP.

Demolish existing steps as shown

20 508

EXST

ART

CLINIC

EXST

VERNDHA

Remove DP, TYP

640 625 525 525

Demolish HCB wall for new construction element, TYP.

D11

D8

D10

D10

D11

D11

D11 w2A

W2

W2 w4A w4A

D9

D8

D14 w2A w2A

D11 w2A w2A

D10 D10 w2A w2A

D14

D14 D14

18.95m²

LABORDELIVERY POSTNATAL

11.03m²

NURSE

STATION

8.6m²

ANC

15.96m²

TOILET 1

SCRUB

3.85m²

New

WH 50lt

SLUICE

18m²

MINOR

OPERATION

4.51m²

8% slope

TOILET 2

3.72m²

3.72m² f.f. Polyurethane cement floor system

CORRIDOR

A

AR-001 AR-002

RAMP ( see drawing C-003)

10.24m²

20238

20 300

80 145 90 138 120 75 90 175 160 66 90 33 90 57 90

90 168

VERANDAH

EXST

ART

CLINIC

EXST

VERNDHA

New HCB wall, TYP

New door, TYP

New DP, TYP

New DP, TYP

Install one 50x50 ceiling grill at this room

Install one 30x30 louvered vent 30cm above ceiling level at this wall see C-003/C-004

New

WH 50lt

New

WH 50lt

AR-001

D

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DELIVERY BLOCK: DEMOLITION &

RENOVATION PLANSDELIVERY BLOCK RENOVATION PLAN

DELIVERY BLOCK EXISTING & DEMOLITION PLAN

Scale1:50

5M

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETERS.

A

AR-001

AR-003

C-001

AR-001

C-001

AR-001

D B

D B

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NOTE: A3 SIZE REDUCED TO HALF SCALE

RENOVATION

(BATU)

SITE #251

B A

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DEMO NOTES:

ALL ROOMS EXCEPT ANC

1. REMOVE EXST CEMENT TILE FLOORING, INCLUDING

ALL GROUT MORTAR, UNSTABLE SUB FLOOR, ETC.

2. DEMO ALL EXST CEILING S AND SUPPORT SYSTEMS

3. DEMO GUTTERS, DOWN PIPES, AND ROOF RIDGE CAP

4. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR

TO DEMOLITION WORK

RENOVATION NOTES:

1. FILL OPENINGS FROM DEMOLISHED ELEMENTS

2. PLASTER ALL HCB WORK TO MATCH EXISTING AND

PER SPECIFICATION

3. REF. AR-015 FINISH SCHEDULE

4. REFER TO AR-004 RENOVATION SCHEDULE AND CIVIL,

ARCH, SAN, AND ELEC DWGS FOR ADDITIONAL WORK

THIS BLOCK

5. VERIFY ALL DIMENSIONS IN FIELD

6. INSTALL NEW GUTTERS, DOWN PIPES AND RIDGE CAP

7. REFINISH EXST DOORS AND WINDOWS PER AR-017

w4A D14 D14

DELIVERY

Acrylic Emulsion Coating

-- Polyurethane cement floor system

-- Repaired Cement Screed with admixture to level

-- Polyurethane cement floor system

-- Repaired Cement Screed with admixture to level

-- Polyurethane cement floor system

-- Repaired Cement Screed with admixture to level

MINOR

OPERATION

Acrylic Emulsion Coating

LABOR

--Suspended ceiling systrem

-- PVC Ceiling

SCRUB ROOM

Acrylic Emulsion coating

Synthetic Enamel paint

Plastered and plastic

Emulsion paint

+170

+165

New SCRUB SINK with Foot Pedal valve

New

Window

New Door New Door

--Suspended ceiling systrem

-- PVC Ceiling

--Suspended ceiling systrem

-- PVC Ceiling

--Suspended ceiling systrem

-- PVC Ceiling

-- Polyurethane cement floor system

-- Repaired Cement Screed with admixture to level

Fill opening with HCB plastered & painted to mach adjacent wall both side

-- 2mm Thick PVC ff.

-- Repaired Cement Screed with admixture to level

-- 2mm Thick PVC ff.

-- Repaired Cement Screed with admixture to level

-- Existing cement tile

-- 8mm Ceramic tile

-- Repaired Cement Screed with admixture to level

TOILET 2

POSTNATAL NURSE STATION ANC

+130

+90

+110

+180

+170

+170

Synthetic Enamel paint

Synthetic Enamel paint

Plastered and plastic

Emulsion paint

+170

Plastered and plastic

Emulsion paint

Synthetic Enamel paint

New Window

New Window

--Suspended ceiling systrem

-- PVC Ceiling

--Suspended ceiling systrem

-- PVC Ceiling

--Suspended ceiling systrem

-- PVC Ceiling

--Suspended ceiling systrem

-- PVC Ceiling

Toilet paper dispensary

AR-002

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Scale1:20

2m

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SECTION A

AR-001 AR-002

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETERS.

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NOTES:

1.VERIFY ALL DIMENSIONS IN FIELD

D9 w4Aw4A w2A w2A w2A

Existing CIS roof Existing CIS roof

Existing Plastered

HCB wall to be repainted

New HCB wall plastered & painted to mach existing wall

MINOR OPERATION

ROOM

CORRIDOR CORRIDOR

CORRIDOR

CORRIDOR

ANC ROOM

New HCB wall plastered & painted to mach existing wal l

New HCB wall plastered & painted to mach existing wall

New HCB wall plastered & painted to mach existing external wall

New steps & ramp

New steps

REPLACE RIDGE CAP ENTIRE LENGTH OF ROOF

REPLACE GUTTER BOTH SIDES OF ROOF FOR ENTIRE LENGTH

new Ø10cm PVC downpipe, TYP new Ø10cm PVC downpipe

ART

BLOCK

AR-003

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DIMENSIONS SHOWN ARE IN CENTIMETERS.

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EXTERNAL ELEVATION A

AR-001 AR-003

1 0

3 4 5m

SCALE 1:40

AR-004

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DELIVERY BLOCK RENOVATION SCHEDULE

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PHARMACY

DISPENSARY

Terrazzo tile f.f.

9.15m²

ART

DISPENSARY

OPD 1

PHARMACY

STORE

ER INFECTIOUS DISEASE

ROOM

LABORATORY

OPD 2

UNDER 5 OPD

OFFICE

REGISTRATION &

MEDICAL RECORDING

CASHIER

STORE

STORE ARCHIVE

Terrazzo tile f.f.

10.48m²

Terrazzo tile f.f.

28.11m² f.f. Terrazzo tile to be removed

17.4m² f.f. Terrazzo tile to be removed 35.05m²

Terrazzo tile f.f.

10.9m²

Terrazzo tile f.f.

10.48m²

Terrazzo tile f.f.

10.9m²

Terrazzo tile f.f.

33.5m²

Door to be removed

Remove wooden door

Remove wooden doors

Remove SINK

Remove WH

Remove SINK

Remove WH

Remove

HWB

Remove

HWB

Remove

HWB

f.f.Terrazzo tile

28.2m²

Remove HCB wall for top window construction

VERANDAH

f.f. Existing Terrazzo tile

VERANDAH

f.f. Existing

Terrazzo tile

VERANDAH

f.f. Existing

Terrazzo tile

Wall to be demolish

50 380

373 50

398 50

Terrazzo tile f.f.

10.48m²

NURSE STATION

Remove metal door

278 270 275 268

AR-005

O

PD

/L A

B/

EP

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EX

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TIN

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PL

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RENOVATION

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SITE #251

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DIMENSIONS SHOWN ARE IN CENTIMETERS.

0 5m1 2 3 41

Scale 1:50

OPD BLOCK EXISTING & DEMOLITION PLAN

C-001

AR-005

OPD BLOCK: DEMOLITION

PLAN

NOTES:

1. DEMOLISH ROOFING TO ROOF STRUCTURE

2. DEMOLISH EXST WOOD POSTS

3. DEMOLISH STONE PAVING AS REQUIRED

TO INSTALL NEW U-DRAIN

4. CONTRACTOR SHOULD INSTALL TEMPORARY

SUPPORT FOR ROOF STRUCTURE BEFORE

DEMOLISHING EXST WOODEN POSTS

5. CONTRACTOR TO VERIFY ALL EXISTING

CONDITIONS PRIOR TO DEMOLITION WORK

6. DEMOLISH EXST GUTTERS AND DOWN PIPES

W2

D11

D11

D12

W2

D11

D11

D12

D11

D11

W11

OPD 1

NURSE STATION

PHARMACY

STORE

LABORATORY

TOILET

TOILET

CASHIER

DISPENSARY

ER

UNDER 5

ART

DISPENSARY

New ceramic tile f.f. A=2.17m²

New

CHWB

New Lab. Sink with Counter

NEW

SSW

f.f. Existing Terrazzo tile

9.15m² f.f. Existing Terrazzo tile

10.48m² f.f. Existing Terrazzo tile

28.11m² f.f. Existing Terrazzo tile

10.48m² f.f. Existing Terrazzo tile

10.48m² f.f. Existing

Terrazzo tile

10.9m² f.f. Existing

Terrazzo tile

10.9m² f.f. Polyurethane cement floor system

35.05m² f.f. Polyurethane cement floor system

18.5m²

New ceramic tile f.f. A=2.0m²

NEW

50lt WH

Ceramic

Threshold

Ceramic

Threshold

VERANDAH

f.f. Existing Terrazzo tile

VERANDAH

f.f. Existing

Terrazzo tile

VERANDAH

f.f. Existing

Terrazzo tile

REGISTRATION &

MEDICAL RECORDING

SAMPLE

EXTRACTION

ROOM

Pass through window (see detail on AR-012)

D

A

AR-006 AR-007

G

AR-006 AR-011

A

AR-007AR-006

C

AR-006 AR-011

OPD 2

OFFICE 2

f.f. Existing Terrazzo tile

10.9m²

New

CHWB

INPATIENT

f.f.Polyurethane cement floor system

28.2m²

STOREARCHIVE

NEW

SSW

New ceramic tile f.f. A=2.0m² f.f. Existing Terrazzo tile

10.34m²

OFFICE 1

EPI

f.f. Existing Terrazzo tile

10.9m²

Ceramic

Threshold

NEW

SSW

G

AR-006 AR-011

C

AR-006 AR-011

50 80 466 225 80 50

5080468

50 80 2456 80 50

269 269 269 269

New…