Attachment_J.3_-_Site_4.1_-WELELA_BAHER_SITE_DEVELOPMENT_DWGS.pdf
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Attachment J.3 - Site 4.1 -WELELA BAHER SITE DEVELOPMENT DWGS
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G-000
COVER PAGE
G -0
C O
V
ER
P A
G E
(E H I P)
WELELA BAHER HEALTH CENTER SITE DRAWINGS
S
IT
E
S
IT
E N
U M
B
ER
REGION: AMHARA
WOREDA: GAINT
COORDINATES:
11.64061°N 38.25438°E
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A S
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P R O
G R A
M
F
IN
A L
D
ES
IG
N
S U
B M
IT
TA
L
TTD
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
AP
R
SY
MB
100%
FINAL
DESIGN
SUBMITTAL
FI
NA
L D
ES
IG
N
DR
AW
IN
GS
G-001
IN
D
EX
O
F D
R A
W
IN
G S -0
S
IT
E
S
IT
E N
U M
B
ER
INDEX OF DRAWINGS-01
SHEET
REFERENCE
NUMBER
ISSUE
STATUS
DATE OF
ISSUE
DRAWING TITLE
GENERAL DRAWINGS
G-000
G-001
INDEX OF DRAWINGS
HEALTH CENTER
CIVIL/SITE DRAWINGS
EXISTING CONDITIONS AND
DEMOLITION PLAN
C-002
GRADING/SITE STORM WATER
DRAINAGE PLAN
C-003
GENERAL SITE LAYOUT & WALKWAY
DETAIL
C-005
C-006
SITE ELECTRICAL LAYOUT
C-007
C-000 GENERAL NOTES, SYMBOLS AND
ABBREVATIONS
SITE UTILITY
SEWER PROFILE CALCULATION
C-001
04/04/12
COVER PAGE
INDEX OF DRAWING
INDEX OF DRAWINGS -01
08/01/15FINAL
08/01/15FINAL
04/04/12
04/04/12
08/01/15
08/01/15
08/01/15
08/01/15
EROSON CONTROL PLANC-003EC 08/01/15
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100%
FINAL
DESIGN
SUBMITTAL
FI
NA
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IG
N
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IN
GS
FINAL
FINAL
FINAL
FINAL
FINAL
FINAL
FINAL
FINAL
GATE VALVE
ADAPTER FOR DISSIMILAR PIPES
PVC WASTE PIPE
PVC VENT PIPE
HAND WASH BASIN
LOW FLUSH WATER CLOSET
SHOWER
FLOOR DRAIN
DOWN PIPE
TO ABOVE
FROM ABOVE
VENT PIPE
FROM BELOW
TO BELOW
AT HIGH LEVEL
UNPLASTICIZED POLYVINYL CHLORIDE
MANHOLE FOR WASTE WATER
FIRE EXTINGUISHER
SECTION/INTERNAL ELEVATION
LEVEL IN PLANS
LEVEL IN ELEVATIONS, SECTIONS
CONCRETE
DISTRIBUTION PANEL
TEL TERMINAL BOX
MAN HOLE
SYMBOLS AND ABBREVIATIONS SYMBOLS AND ABBREVIATIONS
AR-ARCHITECTURAL
SN-SANITARY
EL- ELECTRICAL
ST-STRUCTURAL
C- CIVIL
PVC-POLYVINYL CHLORIDE
HCB-HOLLOW CONCRETE BLOCK
DP-DOWN PIPE
LTZ-DOOR/WINDOW STEEL PROFILE WITH
LETTER 'L, T and Z' CONNECTION DETAILS
R-RADIUS
D-DIAMETER
RC-REINFORECED CONCRETE
NGL-NATURAL GROUND LEVEL
CHS-CIRCULAR HOLLOW STEEL SECTION
SHS- SQUARE HOLLOW STEEL SECTION
TYP-TYPICAL
RHS-RECTANGULAR HOLLOW STEEL SECTION
SHS-SQUARE HOLLOW STEEL SECTION
TYP-TYPICAL
FF-FLOOR FINISH
MM-MILLIMETER
NTS-NOT TO SCALE
Ø-DIAMETER
A
A-XXX A-XXX
REFERENCE DESIGNATION LETTER
ELEVATION/SECTION CALLOUT
DETAIL CALLOUT SHEET DETAIL SHEET
H.W.B
W.C.
S.H.
F.D.
D.P.
T/A
F/A
V.P.
F/B
T/B
@HL
UPVC
M.H.
F.E.
CIRCULAR HOLLOW STEEL PIPECHS
VETIVER GRASS
WM
WATER METER
VALVE BOX
BURRIED VALVE BOXBVB
C-000
GENERAL NOTES, SYMBOLS AND ABBREVIATIONS
G
EN
ER
A
L N
O
TE
S S Y M
B O
LS
A
N D
A B B R
EV
IA
TI
O N
S S
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E N
O W
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A B
A H
IR
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TA
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TTD
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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
AP
R
SY
MB
100%
FINAL
DESIGN
SUBMITTAL
FI
NA
L D
ES
IG
N
DR
AW
IN
GS
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
AND DEMOLITION PLAN
EXISTING CONDITION
SCALE 1:500
EX WOODEN FENCE
EX FOOT PATH
EXISTING CONTOUR(MINOR)
CORNER STONE
TEST PITS
EXISTING PROPERTY LINE
EXISTING MUD HOUSE
NOTES:
1. INTERVAL BETWEEN SUCCESSIVE CONTOURS
IS 0.5 METERS
2. GRID ELEVATION IS GIVEN EVERY 10 METERS
3. BORDER AREA IS 23,818 SQUARE METERS
X
C-001
EX
IS
TIN
G
C O
N D
ITI
O
N S
A
D
EM
O
LI
TIO
N
P
LA
N
N
EX HOUSE TO BE DEMOLISHED
( 1 IN NUMBER).
EX FENCE TO BE RE ROUTED.
0-70
70-170
DARK BROWN CLAY SOIL WITH
GRASS ROOTS
0-70
70-300
DARK BROWN CLAY SOIL
(EXPANSIVE SOIL)
170-300
GRAYISH CLAY SOIL MIXED WITH FEW
WHITISH SACTTERED GRAVEL (EXPANSIVE
SOIL)
SOIL TEST PIT(TP1)
SOIL TEST PIT(TP2)
SOIL TEST DATA
DEPTH (CM)
DEPTH (CM)
DARK BROWN CLAY SOIL WITH
GRASS ROOTS
GRAYISH CLAY SOIL MIXED WITH FEW
WHITISH SACTTERED GRAVEL (EXPANSIVE
SOIL)
300 AND
BELOW
BED ROCK
300 AND
BELOW
BED ROCK
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FINAL
DESIGN
SUBMITTAL
FI
NA
L D
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N O
: 0
W
EL
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A
B A
HI
R
C-002
GENERAL SITE LAYOUT & WALKWAY SECTION
N
NOTE:Allowance for 100mm thickness stone surfacing 391.5m²
Cement Tile Path 70m²
G
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A
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W A
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W
A Y
SE
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A H
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TA
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TTD
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IG
N
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B
Y
D W
N B
Y
C H
K B
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D A
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S U
B M
IT
TE
D B
Y
AP
R
SY
MB
100%
FINAL
DESIGN
SUBMITTAL
FI
NA
L D
ES
IG
N
DR
AW
IN
GS
C-003
WATER DRAINAGE PLAN
GRADING / SITE STORM
NOTE:Place minimum of 2m² Rip Rap at all pipe outlets
G
RA
D
IN
G /S
ITE
S
TO
RM
W A
TE
R
D
RA
IN
A
G E
PL
A
N S
IT
E:
W
EL
EL
A B
A H
ER
S
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U M
B
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F
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TA
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IG
N
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B
Y
D W
N B
Y
C H
K B
Y
D A
TE
S U
B M
IT
TE
D B
Y
AP
R
SY
MB
100%
FINAL
DESIGN
SUBMITTAL
FI
NA
L D
ES
IG
N
DR
AW
IN
GS
CEMENT TILES ON SAND BED
B
B
INCINERATOR
(SEE DETAIL ON C-018)
C
EM
EN
T
TI
LE
CEMENT TILE ON
RC SLAB
C
EM
EN
T
TI
LE
EN
TR
Y F
O R I N
FE
C
TI
O
U S D
IS
EA
S E
2m³ ELEVATED
WATER TANK
8 METERS RAISED
SEE DETAIL ON C-014 to C-017)
ACCESS ROAD
S
EP
TI
C
T A
N K
BLOCK-C,
ADMINISTRATION AND
PHARMACY B
LO
C
K -F
IN
FE
C
TI
O U
S
D
IS
EA
S E
BLOCK-I,
LAUNDRY
PLACENTA PIT
(SEE DETAILON C-019)
BLOCK-G
PIT LATRINE
BLOCK-B,
OUT PATIENT DEPARTMENT
(OPD)
BLOCK-D DELIVERY BLOCK-E,
IN-PATIENT
DEPARTMENT
(IPD) WARD
BLOCK-A
WAITING
& REGISTRATION
.0
DIA 300MM
CONC. PIPE
M
R
IP
R
A P
3185.40
3185.40
3185.40
3185.40
3185.40
3185.27
3185.18
FFL= 3185.4
3184.0
3184.00
(INV.OUT)
3184.45
(INV.OUT)
3185.06
3185.30
3184.9
3185.08
3185.25
3185.30
3185.30
3185.30
3185.27
3185.30
3185.30
3185.30
D
IA
300M M
C O
N C
. PIPE
D
I
A
M
M
C
O
N
C
P
I
P
E
DIA 300MM
CONC. P
IPE
FFL= 3185.4
ST. 0+100
ST. 0+90
ST. 0+60
3188.0
.0
3185.0
3185.0
FFL= 3185.4
FFL= 3185.4
FFL= 3185.4
FFL= 3185.4
FFL= 3185.4
FFL= 3185.4
C-003EC
ER
O
S
IO
N C
O N
TR
O
L P
LA
N
S
IT
E:
W
EL
EL
A B
A H
ER
S
IT
E N
U M
B
ER
EROSION CONTROL PLAN
SCALE 1:250
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P R O
G R A
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F
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A L
D
ES
B M
IT
TA
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TTD
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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
AP
R
SY
MB
100%
FINAL
DESIGN
SUBMITTAL
FI
NA
L D
ES
IG
N
DR
AW
IN
GS
BE
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A S
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U C
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R E
P R O
G R A
M
F
IN
A L
D
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B M
IT
TA
L
TTD
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
AP
R
SY
MB
100%
FINAL
DESIGN
SUBMITTAL
FI
NA
L D
ES
IG
N
DR
AW
IN
GS
C-005
EL
EC
TR
IC
A L
SI
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P
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N
SI
TE
W
EL
EL
A B
A
HI
BE
BE
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A S
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U C
TU
R E
P R O
G R A
M
F
IN
A L
D
ES
B M
IT
TA
L
TTD
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
AP
R
SY
MB
100%
FINAL
DESIGN
SUBMITTAL
FI
NA
L D
ES
IG
N
DR
AW
IN
GS
C-006
(WATER & WASTE WATER)
SITE UTILITY
N
BE
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A S
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R E
P R O
G R A
M
F
IN
A L
D
ES
B M
IT
TA
L
TTD
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
AP
R
SY
MB
100%
FINAL
DESIGN
SUBMITTAL
FI
NA
L D
ES
IG
N
DR
AW
IN
GS
S I T
E
U
T I L
I T
Y
P
L A
N
W
A T
E
W
S
E
W
T
E R
S
IT
E:
W
EL
EL
A B
A H
IR
NOTE:
1. INSTALL SHUT OFF VALVE TO ALL WATER
SERVICE AT MAXIMUM1.0 METER FROM THE
BUILDING
2. SERVICE LINES MAY BE EITHER GI OR PVC
ENCLOSED IN VALVE BOX
3. PLACE 0.10M³ (60CM LONG X 40CM WIDE X 40CM
HIGH) CONCRETE COLLARS ON SEWER PIPE
LAID AT 10% SLOPE OR STEEPER. SPACE AT
EVERY SECOND PIPE JOINT.
4. CONTRACTOR IS RESPONSIBLE FOR OBTAINING
A NEW CONNECTION TO THE LOCAL WATER
SUPPLY SYSTEM, INCLUDING PAYING ALL
CONNECTION FEES AND COORDINATING WITH
THE LOCAL WATER SUPPLY SYSTEM
OPERATOR.
5. FOR SANITARY INSTALLATION DETAILS REFER
SN DRAWINGS.
C-007
SE
W
ER
P
RO
FI
LE
C
A
LC
UL
A
TIO
N
S
IT
E:
W
EL
EL
A B
A H
ER
S
IT
E N
U M
B
ER
BE
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A S
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U C
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R E
P R O
G R A
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F
IN
A L
D
ES
B M
IT
TA
L
TTD
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
AP
R
SY
MB
100%
FINAL
DESIGN
SUBMITTAL
FI
NA
L D
ES
IG
N
DR
AW
IN
GS
SEWER PROFILE CALCULATION
SCALE NTS
| G-000-G-000 |
| G-001-G-001 |
| C-000 -C-000 |
| C- 001-C-001 EXISTING CONDITION OR DEMOLISHING PLAN |
| C-002-C-002 SITE LAYOUT |
| C-003,C-007-C-003 GRADING |
| C-003EC-C-003EC |
| EHIP081-C-005-C-005 |
| EHIP081-C-006-C-006 SITE UTILITY SN AND W |
| C-003,C-007-C-007 SITE UTILITY SN AND W (2) |
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