Attachment_1.3_-_CLIN-003_Durame_Design_Drawings.pdf
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(E H I P)
G-000
C O
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COVER PAGE
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º 14' 52.06"
E º 54' 18.1")
INDEX OF DRAWINGS
RENOVATION OF HEALTH CENTER
G-001
IN
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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
REFERENCE
NUMBER
ISSUE
STATUS
DATE OF
ISSUE
DRAWING TITLE
C-003
SITE RENOVATION PLAN
C-004
G-003
G-004 GENERAL NOTES ARCHITECTURAL DRAWINGS
INDEX OF DRAWING
AR-001
AR-002
AR-003
AR-007
AR-008
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NOTE: A3 SIZE REDUCED TO HALF SCALE
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GENERAL SYMBOLS AND
ABBREVIATIONS
SANITARY PIPE LAYING
DETAIL
C-005
DELIVERY BLOCK PLANS
DELIVERY BLOCK
RAMP PLAN & SECTION
SHEET
REFERENCE
NUMBER
ISSUE
STATUS
DATE OF
ISSUE
DRAWING TITLE
LABORATORY CABINET
DETAIL
AR-009
AR-010
DELIVERY BLOCK
ELEVATION & SECTION
DELIVERY BLOCK
RENOVATION SCHEDULE
AR-011
AR-012
AR-013
C-006
C-007
ADMIN BLOCK PLANS
ADMIN/ANC BLOCK
SECTION
ADMIN BLOCK
RENOVATION SCHEDULE
OPD BLOCK PLANS
OPD BLOCK
SECTION
AR-014
AR-015
AR-016
AR-004
AR-005
AR-006
C-010
OPD BLOCK
RENOVATION SCHEDULE
INFECTIOUS DISEASE CLINIC
PLAN & ELEVATION
INFECTIOUS DISEASE CLINIC
RENOVATION SCHEDULE
DRUG STORE BLOCK
PLANS & RENOVATION SCHEDULE
WALK WAY DETAIL
C-011
C-008
C-009
ENTRANCE RAMP PLAN &
SECTION
OPD BLOCK
RAMP PLAN & SECTION
SERVICE COUNTER
DETAIL
ENTRY ACCESS DETAIL
LABORATORY CABINET
DETAIL
TERRAZZO SILL & LABORATORY
PASS THROUGH WINDOW DETAIL
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
STAIR, RAMP & HANDRAIL
DETAILS
RAMP & HANDRAIL
DETAILS
TYPICAL MANHOLE
DETAILS
PIT LATRINE DETAILSAR-037 04/05/13REV 1
PIT LATRINE ELEVATIONS &
SECTIONS
AR-036 04/05/13REV 1
PIT LATRINE PLANSAR-035 04/05/13REV 1
RENOVATION FINISHING
SCHEDULE
DOOR & WINDOW
REFINISHING SCHEDULE
DOOR & WINDOW
REFINISHING SCHEDULE
DOOR & WINDOW
SCHEDULE
AR-017
AR-018
DOOR & WINDOW TYPE
SCHEDULE
DOOR & SIGNAGE TYPE
SCHEDULE
AR-019
AR-020
DOOR & WINDOW TYPE
SCHEDULE
RENOVATION FINISHING
SCHEDULE
AR-021
AR-022
AR-023
AR-024
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
ELEVATED WATER TANK
DETAILS
ELEVATED WATER TANK
STAND PLATFORM & SECTION
PLATFORM PLAN, LADDER
CAGE RAILING, FOOTING PLAN
& SECTION
ELEVATED WATER TANK
CONNECTION DETAILS
PLATEFORM FOUNDATION
PLAN & DETAILS
ELEVATED WATER TANK
PLATFORM & FOUNDATION PLAN
G-002 INDEX OF DRAWING04/05/13REV 1
C-012 04/05/13REV 1
C-013 04/05/13REV 1
C-014 04/05/13REV 1
C-015 04/05/13REV 1
C-016 04/05/13REV 1
C-017 04/05/13REV 1
STRUCTURAL DRAWINGS
PIT LATRINE LID & SECTIONST-075 04/05/13REV 1ST-075
ST-076
ST-077
ST-078
ST-079
ST-080
PIT LATRINE FOUNDATION &
COLUMN REINFORCEMENT
04/05/13REV 1
PIT LATRINE SECTION & GRADE
BEAM REINFORCEMENT
04/05/13REV 1
PIT LATRINE CONNECTION
DETAILS & GRADE BEAM SECTION
04/05/13REV 1
PIT LATRINE TOP TIE BEAM LAYOUT
SECTION & CONNECTION DETAILS
04/05/13REV 1
PIT LATRINE TRUSS LAYOUT
& DETAILS
04/05/13REV 1
WATER SERVICE DETAILSC-018 04/05/13REV 1
PIT LATRINE DETAILSAR-038 04/05/13REV 1
INDEX OF DRAWINGS
RENOVATION OF HEALTH CENTER
G-002
IN
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SHEET
REFERENCE
NUMBER
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STATUS
DATE OF
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DRAWING TITLE
SHEET
REFERENCE
NUMBER
ISSUE
STATUS
DATE OF
ISSUE
DRAWING TITLE
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SHEET
REFERENCE
NUMBER
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STATUS
DATE OF
ISSUE
DRAWING TITLE
SANITARY DRAWINGS
SN-002 DELIVERY BLOCK SANITARY
FLOOR PLAN & RISER DIAGRAM
UTILITIES PLANSN-001
ELECTRICAL DRAWINGS
EL-001
EL-002
EL-003
EL-004
OPD BLOCK
ELECTRICAL PLAN
SN-003
OPD BLOCK SANITARY FLOOR
PLAN & RISER DIAGRAM
SN-004
ADMINISTRATION/ANC BLOCK
ELECTRICAL PLAN
EL-005
SN-005 SANITARY DETAILS
ADMIN & INFECTIOUS DISEASE
CLINIC BLOCK SANITARY FLOOR
PLAN & RISER DIAGRAM
EL-000
EL-006
EL-007 SITE ELECTTRICAL PLAN
LEGEND, NOTES, DETAILS AND FITTING
SCHEDULE
MAIN POWER SUPPLY DETAIL AND
DISTRIBUTION SCHEDULE
DRUG STORE BLOCK
ELECTRICAL PLAN
DELIVERY BLOCK
ELECTRICAL PLAN
WOREDA BLOCK/INFECTIOUS
DISEASE ROOM ELECTRICAL PLAN
GENERAL NOTESN-000
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
04/05/13REV 1
SN-010 PIT LATRINE SANITARY DETAILS04/05/13REV 1
SYMBOLS LEGEND
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
UNLESS OTHERWISE NOTED, ALL
DIMENSIONS SHOWN ARE IN CENTIMETERS.
G-003
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RENOVATION
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SITE # 202
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GENERAL ABBREVIATIONS AND
SYMBOLS
G-004
G
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GENERAL NOTES
NOTE:
1. Work to be included in this project includes the following
a. Renovation of interiors of existing buildings as detailed on the drawings herein, including Outpatient, Delivery, Woreda & Drug sore and Administration/ANC 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 modifcations as required to provide a completed job on all visible portions of the facility affected by the Work.
b. Retrofit of all Electrical work as detailed herein. All existing electrical work in Outpatient, Delivery, Woreda & Drug store and Administration/ANC blocks shall be removed entirely. Power shall be provided to all blocks that are currently electrified. All components and installation shall be per Specifications and drawings.
c. Provision of site access facilities, including construction of new sloped walk way, ramps and steps with handrails meeting internationally accepted slope and turning requirements, signage on buildings and doors, provision of grab bars in patient toilets, etc. as indicated on the drawings. The Contractor is refered to 2010 ADA Standards for Accessible Desig , published by the US Dept. of Justice and accessible from www.ADA.gov .
d. Site grading : Modest regrading is required in vicinity of the new sloped walkways to provide a graded slope from the new walkway level to existing grade,
e. Construction of waste handling facilities, including decommissioning of existing sewage holding tank, construction of new wastewater lines as required to complete system. Designs for these facilities are included herein.
f. The contractor shall make sure the inlet to the holding tank and the levels of inlets and outlets in the manholes shall conform to the given slopes required for flow of sewer from the building to holding tank.
g. Provide one (1) 6kg fire extinguisher mounted on outside wall of Delivery block, and one (1) 6Kg fire extinguisher mounted on wall in OPD block, and one (1) 6Kg fire extinguisher mounted on wall in Inpatient block, and one (1) 6Kg fire extinguisher mounted on wall in Administration block.
2. Site elevations are based on assumed Woreda Office Block finished floor elevation at 100.00 meters.
3. New plumbing fixtures shall be connected to the newly installed water supply and sewer lines. Existing plumbing fixtures to remain will require inspection, and as necessary, stop valves, faucets and traps will be replaced.
4. All door hardware, excepting hinges in good condition, in rooms to be renovated shall be replaced with new hardware, per Specification Section 08710.
5. All doors and windows to be repainted shall be repainted on both sides, frames included. Care shall be taken not to apply paint to walls, floors or other items that are not to be painted.
6. All existing windows to remain in place in rooms to be renovated shall be caulked to seal from air and water intrusion between the window frame and the wall. Frames shall be cleaned and repainted and adjusted as necessary to assure proper operation of openable windows. Provide weather stripping on all windows after final paint has dried for at least 24 hours.
7. All structures & appurtenances not indicated to be demolished shall be protected from damage.
8. The Site Engineer shall designate the “Limit of Work Area” wherein all work and activities shall be conducted. Material and equipment storage shall be within this area. The Work Area shall be kept neat and clean at all times. Appropriate 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 that 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.
22. All wood in contact with concrete, masonry, or plaster shall be preservative-treated wood.
RIGHTS IN DATA
1. THE DRAWINGS CONTAINED HEREIN WERE DEVELOPED BY TETRA TECH, INC., FRAMINGHAM,
MASSACHUSETTS,USA UNDER CONTRACT NO. EDH-I-00-08-0027 ORDER NO. AID-663-TO-11-00001 AND ARE SUPPLIED IN ACCORDANCE WITH THE FOLLOWING CLAUSE CONTAINED WITHIN THIS CONTRACT, FEDERAL
ACQUISITION
REGULATIONS (FAR) 52.227-14, RIGHTS IN DATA - GENERAL (DECEMBER 2007).
2. FURTHERMORE, IN ACCORDANCE WITH FAR 52,227-14 (B) (2) (III), THESE DOCUMENTS HAVE BEEN PRODUCED IN HARD COPY FORMAT FOR USE BY THE CONSTRUCTION CONTRACTOR. IF THERE ARE ANY QUESTIONS OR DISCREPANCIES BETWEEN THESE DOCUMENTS AND COPIES MADE FROM AN ELECTRONIC FILE, THE HARD COPY DOCUMENTS WILL TAKE PRECEDENCE. TETRA TECH, INC. WILL NOT BE RESPONSIBLE FOR ANY VERSIONS OF
THESE DOCUMENTS PRINTED FROM THE ELECTRONIC FILES BY OTHERS.
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.9
7.
4.00
4.60 8.90
.6
3.
8.
4.
.3
.0
2.
3.00
6.30
9.30
12.00
27.60
18.00
1.
2.
5.
2.
2.50
7.
1.
2.
2.
5.
3.20
5.
6.007.00
2.
1.20
EXST DRUG STORE
BLOCK
(HCB)
FFL 100.00
EXST STORE
(CIS)
EXST OPD BLOCK
(HCB)
EXST DELIVERY BLOCK
(HCB)
FFL 98.97
FFL 97.04
EXST ADMINISTRATION
BLOCK
(HCB)
FFL 97.84
EXST
REGISTRATION
BLOCK (CIS)
FFL 96.82
EXST GUARD
HOUSE
(HCB)
EXST LATRINE
HCB
DEMOLISH EXST STEEL
ELEVATED WATER TANK
EXST WOREDA BLOCK
(HCB)
FFL 96.22
EXST MCH HIGHER CLINIC
BLOCK
(HCB)
OPERATED BY OTHERS
EXST
INCINERATOR
EXST SEWER
HOLDING TANK
EXST
ASH PIT
x 99.46x 99.31x 99.04 x 99.07 x 99.23 x 99.43x 98.24 x 97.96 x 97.89 x 97.64 x 98.14 x 98.36 x 98.61 x 98.82 x 98.82 x 99.88 x 98.60 x 98.66 x 98.62 x 98.36 x 98.96 x 99.03 x 99.07 x 99.16 x 99.18 x 99.3497.17 x x
98.08 x 97.49 97.72 x
97.13 xx 95.7194.74 x
97.62 x
97.65 x
97.52 x
97.53 x x
98.02 x 97.97 x 99.50 x 98.00 x 97.66 x 97.36x 96.50x 96.05 x 96.64 x 96.75 x 96.87 x 97.27 x 97.28 x 97.33 x 95.80 x 95.64 x 95.43 x 95.40 x 94.95 x 94.97 x 94.62 x 95.20x 94.68x 94.29 x 94.71x 94.65x 94.49 x 94.12
94.38 x x 96.72 x 96.5294.90 x x 96.37
95.52 x x 94.56x 94.47 x 94.43 x 95.93 x 96.23 x 96.42 x 96.45 x 96.55 x 96.52 x 96.32 x 96.39 x 96.56 x 97.82 x 97.94 x 97.93 x 97.55 x 97.61 x 97.81 x 97.56x 96.96 x 97.43 x 96.75 x 96.96 x 97.26 x 97.50 x 97.76 x 98.65
99.09 x x 98.84 x 98.43 x 98.85 x 98.78 x 99.27 x 99.22 x 98.93 x 97.79 x 97.00 x 95.18
EXST TEA
ROOM
(CIS)
E
XI
ST
IN
G G
RA
VE
L
RO
A D
EXISTING GRAVEL ROAD
EXST MCH TOILET BLOCK
(HCB)
OPERATED BY OTHERS
EXST PLACENTA
PIT
MH13
T.E.=95.63
MH12
T.E.=96.07
MH10
T.E.=96.65
MH6
T.E.=96.02
MH9
T.E.=96.86
MH8
T.E.=96.53
MH7
T.E.=99.50
MH5
T.E.=96.92
MH3
T.E.=97.51
MH4
T.E.=97.23
MH2
T.E.=98.41
MH1
T.E.=98.62
MH17
T.E.=94.97
MH16
T.E.=95.41
MH15
T.E.=95.55
MH14
T.E.=95.89
EXST GRAVEL ROAD
NGO HC
EXST WATER METER
x 96.72 x 97.82 x 97.73 x 98.37
96.79 x x 97.05
EXST STONE MASONRY
RETAINING WALL
EXST STONE MASONRY
RETAINING WALL
STONE MASONRY
RETAINING WALL
EXST STONE MASONRY
RETAINING WALL
EXST STONE MASONRY
RETAINING WALL
MH11
T.E.=96.29 x 101.23
EXST ENTRY GATE
DEMOLISH
EXST STEPS
3.
EXST
INFECTIOUS
DISEASE
DEMOLISH RAMP, STAIR
AND LANDING
DEMOLISH
EXST MH, TYP
UNLESS OTHERWISE NOTED, ALL
DIMENSIONS SHOWN ARE IN METERS.
SITE DEMOLITION PLAN
NOTES:
1. SITE ELEVATIONS ARE BASED ON ASSUMED
DRUG STORE BLOCK FINISHED FLOOR ELEVATION
AT100.00 METER.
2. ALL STRUCTURES AND APPURTENANCES
NOT SHOWN TO BE DEMOLISHED SHALL
BE PROTECTED FROM DAMAGE
S
IT
E D
E M
O
LI
T
IO
N P
LA
N
C-001Scale1:250
0 25m
D B
D B
TE
TR
A T
EC
H
A
PR
IL
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
KMD
ES
IG
N
ED
B
Y
D W
N B
Y
C H
K B
Y
D A
TE
S U
B M
IT
TE
D B
Y
DA
TE
AP
R
SY
MB
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
D U
R A
M E H
E A
LT
H
C E N
T E R
R E N
O V
A T
IO
N
S
IT
E N
O
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/1 4/
0%
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/0 5/
D B
D B
TE
TR
A T
EC
H
A
PR
IL
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
KMD
ES
IG
N
ED
B
Y
D W
N B
Y
C H
K B
Y
D A
TE
S U
B M
IT
TE
D B
Y
DA
TE
AP
R
SY
MB
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
D U
R A
M E H
E A
LT
H
C E N
T E R
R E N
O V
A T
IO
N
S
IT
E N
O
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/1 4/
0%
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/0 5/
D B
D B
TE
TR
A T
EC
H
A
PR
IL
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
KMD
ES
IG
N
ED
B
Y
D W
N B
Y
C H
K B
Y
D A
TE
S U
B M
IT
TE
D B
Y
DA
TE
AP
R
SY
MB
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
D U
R A
M E H
E A
LT
H
C E N
T E R
R E N
O V
A T
IO
N
S
IT
E N
O
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/1 4/
0%
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/0
EXST DRUG STORE
BLOCK
(HCB)
EXST STORE
(CIS)
EXST OPD BLOCK
(HCB)
EXST DELIVERY BLOCK
(HCB)
EXST ADMINISTRATION/ANC
BLOCK (HCB)
EXST
REGISTRATION
BLOCK (CIS)
FFL 96.82
EXST GUARD
HOUSE
(HCB)
NEW ELEVATED
WATER TANK
EXST WOREDA BLOCK
(HCB)
EXST MCH HIGHER CLINIC
BLOCK
(HCB)
OPERATED BY OTHERS
EXST SEWER HOLDING TANK
TO BE RECONNECTED TO
ALL WASTEWATER FIXTURES
EXST
ASH PIT
TEA ROOM
(CIS)
E
XI
ST
IN
G G
RA
VE
L
RO
A D
EXISTING GRAVEL ROAD
EXST MCH TOILET BLOCK
(HCB)
OPERATED BY OTHERS
EXST PLACENTA
PIT
EXISTING GRAVEL ROAD
NGO HC
EXST WATER METER
EXST STONE MASONRY
RETAINING WALL
EXST STONE MASONRY
RETAINING WALL
EXST STONE MASONRY
RETAINING WALL
EXST STONE MASONRY
RETAINING WALL
EXST STONE MASONRY
RETAINING WALL
PR
O
PO
SE
D W
A
LK
W A
Y
EXST
LATRINE HCB
C C-002 C-007
EXST
INCINERATOR
EXST ENTRY GATE
A C-002 C-005
B C-002 C-006
.7
7.
4.60 8.90
.6
3.
8.
4.
.0
2.
3.00
9.30
12.00
27.60
18.00
1.
2.
5.
2.
2.50
7.
1.
2.
2.
5.
3.20
7.00
2.
1.20
C C-002 C-008
NEW
LATRINE
HCB
B C-004C-002
INFECTIOUS
DISEASE
TYPE 4 SIGNAGE
C-002 C-011
MH5
IE 95.80
MH12
IE 95.59
MH13
IE 96.01MH14
IE 95.88
MH15
IE 95.75
MH11
IE 96.12
MH9
IE 96.66
MH10
IE 96.36
MH2
IE 97.56
MH1
IE 97.77
MH17
IE 95.04
MH7
IE 95.62
MH6
IE 95.80
MH3
IE 97.53
MH4
IE 97.21
MH16
IE 95.67
MH18
IE 94.96
MH19
IE 94.77
MH20
IE 94.58
MH8
IE 95.08
MH20
IE 94.32
UNLESS OTHERWISE NOTED, ALL
DIMENSIONS SHOWN ARE IN METERS.
C-002
SITE RENOVATION PLAN
S
IT
E R
E N
O V
A T
IO
N P
LA
N
D B
D B
TE
TR
A T
EC
H
A
PR
IL
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
KMD
ES
IG
N
ED
B
Y
D W
N B
Y
C H
K B
Y
D A
TE
S U
B M
IT
TE
D B
Y
DA
TE
AP
R
SY
MB
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
D U
R A
M E H
E A
LT
H
C E N
T E R
R E N
O V
A T
IO
N
S
IT
E N
O
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/1 4/
0%
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/0 5/
D B
D B
TE
TR
A T
EC
H
A
PR
IL
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
KMD
ES
IG
N
ED
B
Y
D W
N B
Y
C H
K B
Y
D A
TE
S U
B M
IT
TE
D B
Y
DA
TE
AP
R
SY
MB
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
D U
R A
M E H
E A
LT
H
C E N
T E R
R E N
O V
A T
IO
N
S
IT
E N
O
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/1 4/
0%
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/0 5/
D B
D B
TE
TR
A T
EC
H
A
PR
IL
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
KMD
ES
IG
N
ED
B
Y
D W
N B
Y
C H
K B
Y
D A
TE
S U
B M
IT
TE
D B
Y
DA
TE
AP
R
SY
MB
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
D U
R A
M E H
E A
LT
H
C E N
T E R
R E N
O V
A T
IO
N
S
IT
E N
O
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/1 4/
0%
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/0 5/
Scale1:200
20m
D B
D B
TE
TR
A T
EC
H
A
PR
IL
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
KMD
ES
IG
N
ED
B
Y
D W
N B
Y
C H
K B
Y
D A
TE
S U
B M
IT
TE
D B
Y
DA
TE
AP
R
SY
MB
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
D U
R A
M E H
E A
LT
H
C E N
T E R
R E N
O V
A T
IO
N
S
IT
E N
O
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/1 4/
0%
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/0 5/
D B
D B
TE
TR
A T
EC
H
A
PR
IL
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
KMD
ES
IG
N
ED
B
Y
D W
N B
Y
C H
K B
Y
D A
TE
S U
B M
IT
TE
D B
Y
DA
TE
AP
R
SY
MB
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
D U
R A
M E H
E A
LT
H
C E N
T E R
R E N
O V
A T
IO
N
S
IT
E N
O
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/1 4/
0%
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/0 5/
D B
D B
TE
TR
A T
EC
H
A
PR
IL
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
KMD
ES
IG
N
ED
B
Y
D W
N B
Y
C H
K B
Y
D A
TE
S U
B M
IT
TE
D B
Y
DA
TE
AP
R
SY
MB
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
D U
R A
M E H
E A
LT
H
C E N
T E R
R E N
O V
A T
IO
N
S
IT
E N
O
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/1 4/
0%
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/0 5/
D B
D B
TE
TR
A T
EC
H
A
PR
IL
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
KMD
ES
IG
N
ED
B
Y
D W
N B
Y
C H
K B
Y
D A
TE
S U
B M
IT
TE
D B
Y
DA
TE
AP
R
SY
MB
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
D U
R A
M E H
E A
LT
H
C E N
T E R
R E N
O V
A T
IO
N
S
IT
E N
O
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/1 4/
0%
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/0 5/
D B
D B
TE
TR
A T
EC
H
A
PR
IL
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
KMD
ES
IG
N
ED
B
Y
D W
N B
Y
C H
K B
Y
D A
TE
S U
B M
IT
TE
D B
Y
DA
TE
AP
R
SY
MB
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
D U
R A
M E H
E A
LT
H
C E N
T E R
R E N
O V
A T
IO
N
S
IT
E N
O
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/1 4/
0%
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/0 5/
D B
D B
TE
TR
A T
EC
H
A
PR
IL
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
KMD
ES
IG
N
ED
B
Y
D W
N B
Y
C H
K B
Y
D A
TE
S U
B M
IT
TE
D B
Y
DA
TE
AP
R
SY
MB
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
D U
R A
M E H
E A
LT
H
C E N
T E R
R E N
O V
A T
IO
N
S
IT
E N
O
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/1 4/
0%
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/0 5/
D B
D B
TE
TR
A T
EC
H
A
PR
IL
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
KMD
ES
IG
N
ED
B
Y
D W
N B
Y
C H
K B
Y
D A
TE
S U
B M
IT
TE
D B
Y
DA
TE
AP
R
SY
MB
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
D U
R A
M E H
E A
LT
H
C E N
T E R
R E N
O V
A T
IO
N
S
IT
E N
O
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/1 4/
0%
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/0 5/
NOTES:
1. SITE ELEVATIONS ARE BASED ON ASSUMED
DRUG STORE BLOCK FINISHED FLOOR ELEVATION
AT100.00 METER.
2. PROVIDE RAMPS, STAIR, AND WALKWAYS AS SHOWN
3. REFER TO ARCH, SAN, AND ELEC FOR ADDITIONAL SITE
WORK.
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-003
S A
N
IT
A R Y P
IP
E
LA
Y
IN
G D
ET
A
IL
S
C -0
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
IL
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
KMD
ES
IG
N
ED
B
Y
D W
N B
Y
C H
K B
Y
D A
TE
S U
B M
IT
TE
D B
Y
DA
TE
AP
R
SY
MB
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
D U
R A
M E H
E A
LT
H
C E N
T E R
R E N
O V
A T
IO
N
S
IT
E N
O
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/1 4/
0%
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/0
C-004 B
150 1540 150
150 150
C-004 C-004 B
C-004
240 10 500 10 500 10 250
TYPICAL WALK WAY PAVER LAYOUT
C-004 K C-004
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-004
B C-002
DN
x 96.05
WALK WAY LAYOUT
6.4% slope
Landing
Landing
EXST Stone masonry wall
PIT
LATRINE
EXST
Manhole
1690 2698 x 95.20
DN
x 94.80
W A
LK
W
A Y D
ET
A
IL
S
UNLESS OTHERWISE NOTED, ALL
DIMENSIONS SHOWN ARE IN MILIIMETERS.
WALK WAY DETAIL
D B
D B
TE
TR
A T
EC
H
A
PR
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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
KMD
ES
IG
N
ED
B
Y
D W
N B
Y
C H
K B
Y
D A
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S U
B M
IT
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D B
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DA
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AP
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NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
D U
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M E H
E A
LT
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R E N
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A T
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D es ig n
D
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PM
EN
T D
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/1 4/
0%
D es ig n
D
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C-004
Scale1:10
50cm
Reinforced Concrete Curb
500x500x40mm Precast Reinforced concrete Paver
50mm cement mortarSelected fill compacted to 95%
98.82
98.77
RAMP SECTION A
Scale 1:15 C-005C-005
A
RC step
DELIVERY BLOCK
Patch area of demolished ramp with concrete pavers
A C-005
Ramp starts x 96.50
C-005A
9016 1691
C-002C-005
ARAMP & HANDRAIL PLAN
Scale 1:15 x 98.77
UP
x 98.07
UP
Landing x 98.82
EXST OPEN
DRAIN
C-005
D
EL
IV
ER
Y B
LO
C
K S R
A M
P P
LA
N
S
EC
TI
O
N
DELIVERY BLOCK
RAMP PLAN & SECTION
UNLESS OTHERWISE NOTED, ALL
DIMENSIONS SHOWN ARE IN MILLIMETERS.
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.
3. Apron under new ramp shall be removed
D B
D B
TE
TR
A T
EC
H
A
PR
IL
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
KMD
ES
IG
N
ED
B
Y
D W
N B
Y
C H
K B
Y
D A
TE
S U
B M
IT
TE
D B
Y
DA
TE
AP
R
SY
MB
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
D U
R A
M E H
E A
LT
H
C E N
T E R
R E N
O V
A T
IO
N
S
IT
E N
O
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/1 4/
0%
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/0 5/
Scale1:15
0 20m
50mm cement mortarSelected fill compacted to 95%
500x500x40mm Precast Reinforced concrete Paver
E C-008C-006
RAMP SECTION B
Scale 1:20 C-006C-006
B
2000 1443
Reinforced Concrete landing slab
EXST stone walkway
B B
C-006 C-006
C-002C-006
BRAMP & HANDRAIL PLAN
Scale 1:20
10535
UP
UP
C c C-006 C-008
B B
C -006
C -009
EXST walkway
EXST U-drain
OPD BLOCK
C-006
EN
TR
A N
C E
B
LO
C K
S R
A M
P
P
LA
N
S
EC
TI
O
N
ENTRANCE
RAMP PLAN & SECTION
UNLESS OTHERWISE NOTED, ALL
DIMENSIONS SHOWN ARE IN MILLIMETERS.
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.
D B
D B
TE
TR
A T
EC
H
A
PR
IL
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
KMD
ES
IG
N
ED
B
Y
D W
N B
Y
C H
K B
Y
D A
TE
S U
B M
IT
TE
D B
Y
DA
TE
AP
R
SY
MB
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
D U
R A
M E H
E A
LT
H
C E N
T E R
R E N
O V
A T
IO
N
S
IT
E N
O
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/1 4/
0%
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/0 5/
Scale1:20
2m
97.04
50mm cement mortar Selected fill compacted to 95%
500x500x40mm Precast Reinforced concrete Paver
38mm CHS Handrail E
C-007 C-008
38mm dia CHS vertical member
1867 1774 2283
EXST stone masonry walkway
EXST stone masonry walkway
RAMP SECTION C
Scale 1:15 C-007C-007
C c C-007 C-007
C
Ramp Ends x 97.04
C-002C-007
CRAMP & HANDRAIL PLAN
Scale 1:15
EXST VERANDAHB
B
C -007
C -009
EXST Half Wall
Cut opening in half wall
C-007
O P D
B
LO
C K S R
A M
P P
LA
N
S
EC
TI
O
N
OPD BLOCK
RAMP PLAN & SECTION
UNLESS OTHERWISE NOTED, ALL
DIMENSIONS SHOWN ARE IN MILLIMETERS.
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.
D B
D B
TE
TR
A T
EC
H
A
PR
IL
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
KMD
ES
IG
N
ED
B
Y
D W
N B
Y
C H
K B
Y
D A
TE
S U
B M
IT
TE
D B
Y
DA
TE
AP
R
SY
MB
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
D U
R A
M E H
E A
LT
H
C E N
T E R
R E N
O V
A T
IO
N
S
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D es ig n
D
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EL
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PM
EN
T D
W G s
/1 4/
0%
D es ig n
D
EV
EL
O
PM
EN
T D
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/0 5/
Scale1:15
0 20m
-- 40mm precast Reinforced Concrete Paver -- 30mm thick cement Mortar -- 100mm Reinforced Concrete Slab -- Selected fill compacted to 95% -- Compacted Soil
2mm thick Ø38mm CHS Handrail
EXST FFL
TYPICAL
STAIR SECTION
Scale 1:10
Reinforced concrete steps
C-008C-002
38mm CHS post anchored to concrete beam
C
Finished Grade
C-008 C-009
-- 40mm precast reinforced concrete paver -- 30mm thick cement Mortar -- Selected fill compacted to 95% -- Compacted Soil
TYPICAL
STRUCTURAL SECTION
THROUGH STEPS
Scale 1:10
C-008C-002
Ø8 c/c 200 L=580
1 Ø8 Per step 300(Typ)
(T y p
4Ø10
C
Ø8 mesh c/c 200 L=variable
Concrete Curb
K
C-TYPC-008
38 267 38
Ø38mm CHS Handrail vertical member bolted to curb
HANDRAIL EXTENSION
DETAIL Scale 1:5
E C-008Typ
90°
Ø38mm CHS Handrail bent 90°
V-Cut & weld corner
R=
TYPICAL CONCRETE
CURB ST SECTION
Scale 1:10
C-008C-008 K
EXST retaining wall
INFECTIOUS DISEASE
STAIR PLAN
Scale 1:15
C-002C-008 C
Cut opening in EXST half wall
DN
DN
X 96.22
X 95.80
X 95.82
EXST Half wall
EXST FFL
EXST STONE
WALKWAY
PRECAST REINFORCED
CONCRETE STEP
4Ø10
Ø8 c/c 200 L=80
STRUCTURAL SECTION TROUGH SLUICE STEP
Scale 1:10
Ø8 c/c 200 L=Variable
4Ø10
Finished Grade
Selected Backfill @ 95% Compaction
3d
3 d d d≤90 use stone masonry above
C-008
ST
A
IR
, R
A M
P, A
N D
H A
N D
RA
IL
D
ET
A
IL
S
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
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
KMD
ES
IG
N
ED
B
Y
D W
N B
Y
C H
K B
Y
D A
TE
S U
B M
IT
TE
D B
Y
DA
TE
AP
R
SY
MB
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
D U
R A
M E H
E A
LT
H
C E N
T E R
R E N
O V
A T
IO
N
S
IT
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D es ig n
D
EV
EL
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PM
EN
T D
W G s
/1 4/
0%
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/0 5/
STAIR, RAMP, AND HANDRAIL
DETAILS
Scale1:10
.25 0 .25 0.5 0.75
0 2m
Scale1:5
1m
38mm dia CHS Handrail
TYPICAL RAMP
SECTION
Scale 1:10
Mortar Adjustment
-- 40mm precast reinforced concrete paver -- 50mm thick cement mortar -- Compacted selected Soil @ 95% -- Natural soil m in cm
Finished grade compact to 95%
Reinforced Concrete Curb 250mm with variable height
C-009C-002
Concrete Curb
K C-009C-009
B
Anchor bolt & Plate detail
C-009C-009
TYPICAL CONCRETE
CURB ST SECTION
Scale 1:10
C-009C-009 K
38mm dia CHS baluster c/c 2000
38mm dia CHS balustrade (2pcs)
2xF1 100x100x6mm steel plates
ANCHOR BOLT &
PLATE DETAIL
Scale 1:2.5
C-009C-009
2xFl 100x100x6mm steel plates
4 M12 bolt
SECTION 2-2
SCALE 1:5
SECTION 1-1
SCALE 1:5
Washers (Typ)
Ø8 c/c 200 L=Variable
4Ø10
Finished Grade
Selected Backfill @ 95% Compaction
3d
3 d d d≤90 use stone masonry above
C-009
RA
M
P
H A
N D
RA
IL
D
ET
A
IL
S
RAMP & 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
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
KMD
ES
IG
N
ED
B
Y
D W
N B
Y
C H
K B
Y
D A
TE
S U
B M
IT
TE
D B
Y
DA
TE
AP
R
SY
MB
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
D U
R A
M E H
E A
LT
H
C E N
T E R
R E N
O V
A T
IO
N
S
IT
E N
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D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/1 4/
0%
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/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.
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 g e m m
V a r.
Ø600
Ø800
D D
PLAN
NTS
Ø600 precast concrete pipe
STORM WATER MANHOLE WITH SAND COLLECTOR
TYPICAL SECTION OF MAN HOLE
FOR WASTE WATER
(GRILL COVER DITCH &PIPE CONNECTOR MANHOLE)
Sc. 1:20
SECTION D-D
C-010
TY
PI
C A
L M
A N
HO
LE
D
ET
A
IL
S
C -0
TYPICAL
MANHOLE DETAILS
NTS
UNLESS OTHERWISE NOTED, ALL
DIMENSIONS SHOWN ARE IN CENTIMETERS.
D B
D B
TE
TR
A T
EC
H
A
PR
IL
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
KMD
ES
IG
N
ED
B
Y
D W
N B
Y
C H
K B
Y
D A
TE
S U
B M
IT
TE
D B
Y
DA
TE
AP
R
SY
MB
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
D U
R A
M E H
E A
LT
H
C E N
T E R
R E N
O V
A T
IO
N
S
IT
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D es ig n
D
EV
EL
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PM
EN
T D
W G s
/1 4/
0%
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/0
EXST U-drain
ENLARGED PLAN ENTRY AREA
Scale 1:15C-002C-011
EXST OPD BLOCK VERANDAH
EXST
MH
Connect EXST DP to U-Drain
Buried 100mm PVC patch with cement mortar
2 C -0
C
-0
EXST VERANDAH
FFL
Reinforced concrete steps
38mm CHS post anchored to concrete beam
2mm thick Ø38mm CHS Handrail
Ø100mm PVC fill around pipe with cement mortar.
EXST U-drain
EXST STONE
WALKWAY
-- Reinforced Concrete stair -- Selected fill compacted to 95% -- Compacted Soil
ENTRY AREA SECTION
Scale 1:15C-011C-011
C-011
ST
A
IR
A
N D
H A
N D
RA
IL
D
ET
A
IL
S
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
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
KMD
ES
IG
N
ED
B
Y
D W
N B
Y
C H
K B
Y
D A
TE
S U
B M
IT
TE
D B
Y
DA
TE
AP
R
SY
MB
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
D U
R A
M E H
E A
LT
H
C E N
T E R
R E N
O V
A T
IO
N
S
IT
E N
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D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/1 4/
0%
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/0 5/
STAIR AND HANDRAIL
DETAILS
Scale1:10
.25 0 .25 0.5 0.75
0 2m
Scale1:5
1m
C-012 C-013
C-012 C-013
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-012 C-012
1DETAIL PLAN
LADDER CAGE
55 85 117
C-012 C-013
C-012 C-013
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-012 C-012
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-012
EL
EV
A
TE
D W
A
TE
R
TA
N K
PL
A
TF
O
RM
F O
UN
DA
TIO
N
P
LA
N
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
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-013 C-012
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-013 C-014
3DETAIL
C-013 C-013
5DETAIL
ELEVATION
SCALE 1:25 C-013 C-012
TIES (TOP)
SHS 40X2.5 S235
STRUTS
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-013 C-014
4DETAIL
LADDER CAGE STARTS
@ +200CM FROM
FINISHED GRADE
160000
STEEL STRAP
STAINLESS STEEL HOOK
& EYE TURNBUCKLE CLOSED
LENGTH APRROX=33CM
1XFL 170X170X3 HOLD DOWN
EYE PLATE WELDED TO PLATFORM
C-013 C-013
5DETAIL
Scale 1:5
TIES (SHORT/LONG
SIDES)
SHS 40X2.5 S235 ON
ALL FOUR
SIDES TRHOUGHOUT
SHS COLUMNS
50X3 S235
STRUTS
SHS 30X2.5 S235
WELD
LADDER
LOCATION
PER 1/C-015
UNLESS OTHERWISE NOTED, ALL
DIMENSIONS SHOWN ARE IN CENTIMETER.
C-013ELEVATED WATER TANK DETAILS
Scale 1:25
EL
EV
A
TE
D W
A
TE
R
TA
N K
D
ET
A
IL
S
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
RE
V
IS
IO
N
/2 2/
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-014
DETAIL 3
Scale 1:10
DETAIL 4
Scale 1:10
EL
EV
A
TE
D W
A
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R
TA
N K
ST
A
N D
P
LA
TF
O
RM
S
EC
TIO
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NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
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-015
RINGS FL 60X4
LADDER CAGE TO LADDER
CONNECTIONS
SHS 30x25 S235
PL
A
TF
O
RM
P
LA
N
, L A
D D
ER
C
A G
E
RA
IL
IN
G , F
O O
TIN
G
P
LA
N
S
EC
TIO
N
PLATFORM PLAN, LADDER CAGE
RAILING, FOOTING PLAN & SECTION
Scale 1:10, 1:20,1:50
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
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-016
EL
EV
A
TE
D W
A
TE
R
TA
N K
C O
N N
EC
TIO
N D
ET
A
IL
S
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
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-017
PL
A
TF
O
RM
F
O
UN
D A
TIO
N
PL
A
N
D
ET
A
IL
S
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
NOTE:
ALL BOLTS AND ANCHORS: M12
4.6 OR HIGHER, GALVANIZED
ALL CONNECTION PLATES: T=10
MM S235
ALL WELDS: FILLET 3 MM
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-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
D B
D B
TE
TR
A T
EC
H
A
PR
IL
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
KMD
ES
IG
N
ED
B
Y
D W
N B
Y
C H
K B
Y
D A
TE
S U
B M
IT
TE
D B
Y
DA
TE
AP
R
SY
MB
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
D U
R A
M E H
E A
LT
H
C E N
T E R
R E N
O V
A T
IO
N
S
IT
E N
O
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/1 4/
0%
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/0
STORE
f.f.Terrazzo tile to be removed
3.61m²
TOILET
f.f.Terrazzo tile
3.39m²
ANC
f.f.PVC tile
15.25m²
NURSE STATION
f.f.PVC tile
7.26m²
DELIVERY
f.f.PVC tile to be removed
15.41m²
FAMILY PLANNING
f.f.PVC tile
15.96m²
VCT
f.f.Terrazzo tile to be removed
3.35m²
TOILET 2
f.f.Terrazzo tile to be removed
3.9m²
Remove LTZ door
Remove LTZ door
Remove
LTZ door
Remove LTZ door
Remove LTZ door
Remove shower
Remove squating toilet
Remove HWB
Remove
HWB
Remove WH Remove
WH
EXISTING
STONE
WALKWAY
VERANDAH
Remove HCB wall for door construction
Remove HCB wall for door construction
Remove HCB wall for top window construction
Remove HCB wall for door construction
Demolish existing ramp & steps as shown
Remove HCB wall for top window construction
Remove HCB wall for top window construction
Remove HWB, WC & shower tray
EXST retaining wall w4A
D13 w4A
D9
D8
D8
D8
D12
D14 w4A
D14
WH
w4A
EXISTING
SCRUB
A=3.61m²
TOILET
f.f.Existing terrazzo tile
3.39m²
POSTNATAL
f.f.Existing PVC tile
15.25m²
CORRIDOR
f.f.Polyurethane cement floor system 7.26m² f.f. Polyurethane cement floor system
15.41m²
LABOR
f.f.Existing PVC tile
15.96m²
SLUICE f.f.Polyurethane cement floor system
STERALIZATION/clean store f.f. New PVC tile 3.9m²DELIVERY
Ceramic
Threshold
Ceramic
Threshold Flush
Signage type 3
New
WH 50lt
New shower shower head & fittings
VERANDAH
A=3.35m²
New
WH 50lt
Ceramic
Threshold
Ceramic
Threshold
A
AR-001 AR-002
A
B
New
WH 50lt
RAMP A
AR-001
C-005
New fixtures
New steps
AR-001
D
EL
IV
ER
Y B
LO
C
K P
LA
N
S
D B
D B
TE
TR
A T
EC
H
A
PR
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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
KMD
ES
IG
N
ED
B
Y
D W
N B
Y
C H
K B
Y
D A
TE
S U
B M
IT
TE
D B
Y
DA
TE
AP
R
SY
MB
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
D U
R A
M E H
E A
LT
H
C E N
T E R
R E N
O V
A T
IO
N
S
IT
E N
O
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/1 4/
0%
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/0 5/
DELIVERY BLOCK PLANS
DELIVERY BLOCK RENOVATION PLANDELIVERY BLOCK DEMOLITION PLAN
Scale1:50
5M
UNLESS OTHERWISE NOTED, ALL
DIMENSIONS SHOWN ARE IN CENTIMETERS.
NOTES:
1. FILL AND PATCH OPENINGS FROM DEMOLISHED ELEMENTS.
PLASTER AND PAINT ALL HCB WALL TO MATCH ADJACENT
EXISTING OR NEW.
2. REFINISH EXISTING DOORS AND WINDOWS TO REMAIN PER
AR-O19 AND AR-020
3. REFER TO AR-017 AND AR-018 FINISHING SCHEDULES
4. REFER TO AR-003 RENOVATION SCHEDULE AND CIVIL,
ARCH, ELEC, AND SANITARY DWGS FOR ADDITIONAL
WORK ON THIS BLOCK.
+00.0
-- New Polyurethane cement floor system
-- Repaired Cement Screed with admixture to level
SLUICE ROOM
Acrylic Emulsion Coating
+00.0
Suspended ceiling system--
New PVC ceiling--
New water
Heater 50lt
SCRUB ROOM
Plastered & Synthetic
Enamel paint
New water
Heater 50lt
-- New Polyurethane cement floor system
-- Repaired Cement Screed with admixture to level
+00.0
Suspended ceiling system--
New PVC ceiling--
AR-002
D
EL
IV
ER
Y B
LO
C
K
E
LE
V A
TI
O
N
S
EC
TI
O
N
DELIVERY BLOCK
ELEVATION & SECTION
D B
D B
TE
TR
A T
EC
H
A
PR
IL
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
KMD
ES
IG
N
ED
B
Y
D W
N B
Y
C H
K B
Y
D A
TE
S U
B M
IT
TE
D B
Y
DA
TE
AP
R
SY
MB
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
D U
R A
M E H
E A
LT
H
C E N
T E R
R E N
O V
A T
IO
N
S
IT
E N
O
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/1 4/
0%
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/0 5/
Scale1:20
2m
UNLESS OTHERWISE NOTED, ALL
DIMENSIONS SHOWN ARE IN CENTIMETERS.
SECTION A
AR-02 AR-01
INTERNAL ELEVATION B
AR-02 AR-01
INTERNAL ELEVATION A
AR-02 AR-01
AR-003
D
EL
IV
ER
Y B
LO
C
K R
EN
O
V A
TI
O
N S
C H
ED
U
LE
D B
D B
TE
TR
A T
EC
H
A
PR
IL
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
KMD
ES
IG
N
ED
B
Y
D W
N B
Y
C H
K B
Y
D A
TE
S U
B M
IT
TE
D B
Y
DA
TE
AP
R
SY
MB
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
D U
R A
M E H
E A
LT
H
C E N
T E R
R E N
O V
A T
IO
N
S
IT
E N
O
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/1 4/
0%
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/0 5/
DELIVERY BLOCK
RENOVATION SCHEDULE
D B
D B
TE
TR
A T
EC
H
A
PR
IL
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
KMD
ES
IG
N
ED
B
Y
D W
N B
Y
C H
K B
Y
D A
TE
S U
B M
IT
TE
D B
Y
DA
TE
AP
R
SY
MB
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
D U
R A
M E H
E A
LT
H
C E N
T E R
R E N
O V
A T
IO
N
S
IT
E N
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D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/1 4/
0%
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/0
FINANCE
f.f.PVC tile to remain
24.53m²
HEAD OFFICE
f.f.PVC tile to remain
11.75m²
STORE
FORMER
TOILET
INTERN
AUDITOR
f.f.PVC tile
4.64m²
TB CLINIC
f.f.PVC tile
11.75m²
EPI, OTP
f.f. Damaged PVC tile
25.21m²
20 276
135 20 276 20 f.f.Terrazzo tile
VERENDAH
HWB to be removed
HWB to be removed
Window to be removed
Remove window
Remove window
Existing retaining wall
Existing retaining w all
EXST stair
D13
EXISTING
STONE WALKWAY
EXISTING
STONE WALKWAY
EXISTING
STONE
WALKWAY
EXISTING
STONE
WALKWAY
D11
D13
D11 f.f.PVC tile
11.75m² f.f.PVC tile
4.64m² f.f.PVC tile
11.75m² f.f.New PVC tile
11.75m²
FINANCE
OFFICE
HEAD
OFFICE
ANC
NURSE STATION
TOILET
STORE
MOTHER TO
MOTHER
EXPANDED
PROGRAM OF
IMMUNIZATION
FAMILY
PLANNING
f.f.New PVC tile
12.82m² f.f.PVC tile
11.97m² f.f.PVC tile
11.92m²
280 15 281 20
135 20 135
20 276
15 301 f.f.Terrazzo tile
VERENDAH
Construct new HCB wall plastered
Construct new HCB wall plastered f.f.Terrazo tile f.f.Terrazo tile NEW
SS HWB
Ø32 Stainless steel grab bar
A
AR-04 AR-05
Existing retaining wall
HCB infill wall, typ
EXST stair
AR-004
A D
M
IN
IS
TR
A
TI
O N
B
LO
C K
P
LA
N S
D B
D B
TE
TR
A T
EC
H
A
PR
IL
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
KMD
ES
IG
N
ED
B
Y
D W
N B
Y
C H
K B
Y
D A
TE
S U
B M
IT
TE
D B
Y
DA
TE
AP
R
SY
MB
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
D U
R A
M E H
E A
LT
H
C E N
T E R
R E N
O V
A T
IO
N
S
IT
E N
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D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/1 4/
0%
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/0 5/
ADMINISTRATION BLOCK
PLANS
ADMIN/ANC BLOCK RENOVATION PLAN
ADMINISTRATION BLOCK EXISTING PLAN
Scale: 1:50
0 5m1 2 3 41
UNLESS OTHERWISE NOTED, ALL
DIMENSIONS SHOWN ARE IN CENTIMETERS.
NOTES:
1. FILL AND PATCH OPENINGS FROM DEMOLISHED
ELEMENTS. PLASTER AND PAINT ALL HCB WALL TO
MATCH ADJACENT EXISTING OR NEW.
2. REFINISH EXISTING DOORS AND WINDOWS TO
REMAIN PER AR-O19 AND AR-020
3. REFER TO AR-017 AND AR-018 FINISHING SCHEDULES
4. REFER TO AR-006 RENOVATION SCHEDULE AND
CIVIL, ARCH, ELEC, AND SANITARY DWGS FOR
ADDITIONAL WORK THIS BLOCK.
FINANCE
OFFICE TOILET
STORE
ANC
+100
+210
+110
+247
HEAD
OFFICE
STORE
+3.22
STORE
EXPANDED
PROGRAM OF
IMMUNIZATION
FAMILY
PLANNING
MOTHER TO
MOTHERSTORE
AR-005
A D
M
IN
IS
TR
A
TI
O N
B
LO
C K
S
EC
TI
O
N P
LA
N
D B
D B
TE
TR
A T
EC
H
A
PR
IL
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
KMD
ES
IG
N
ED
B
Y
D W
N B
Y
C H
K B
Y
D A
TE
S U
B M
IT
TE
D B
Y
DA
TE
AP
R
SY
MB
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
D U
R A
M E H
E A
LT
H
C E N
T E R
R E N
O V
A T
IO
N
S
IT
E N
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D es ig n
D
EV
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PM
EN
T D
W G s
/1 4/
0%
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/0 5/
ADMINISTRATION BLOCK
SECTION
ADMIN/ANC BLOCK SECTION
Scale1:25
25m
A
AR-05 AR-04
UNLESS OTHERWISE NOTED, ALL
DIMENSIONS SHOWN ARE IN CENTIMETERS.
AR-006
A D
M
IN
IS
TR
A
TI
O N
B
LO
C K
R
EN
O V
A
TI
O N
S C
H
ED
U
LE
D B
D B
TE
TR
A T
EC
H
A
PR
IL
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
KMD
ES
IG
N
ED
B
Y
D W
N B
Y
C H
K B
Y
D A
TE
S U
B M
IT
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D B
Y
DA
TE
AP
R
SY
MB
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
D U
R A
M E H
E A
LT
H
C E N
T E R
R E N
O V
A T
IO
N
S
IT
E N
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D es ig n
D
EV
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PM
EN
T D
W G s
/1 4/
0%
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/0 5/
ADMINISTRATION BLOCK
RENOVATION SCHEDULE
D B
D B
TE
TR
A T
EC
H
A
PR
IL
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
KMD
ES
IG
N
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B
Y
D W
N B
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C H
K B
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D A
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S U
B M
IT
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D B
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DA
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AP
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SY
MB
NOTE: A3 SIZE REDUCED TO HALF SCALE
RENOVATION
(DURAME)
SITE # 202
D U
R A
M E H
E A
LT
H
C E N
T E R
R E N
O V
A T
IO
N
S
IT
E N
O
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/1 4/
0%
D es ig n
D
EV
EL
O
PM
EN
T D
W G s
/0
UNDER 5
f.f.Terrazzo tile to remain 11.92m²
OPD 2
f.f.Terrazzo tile to remain 11.92m²
OPD 1
f.f.
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