Attachment_J.3_-_Site_2.1_-FINCHAWA_SITE_DEVELOPMENT_DWGS.pdf
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Attachment J.3 - Site 2.1 -FINCHAWA SITE DEVELOPMENT DWGS
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(E H I P)
G-000
C O
V
ER
P A
G E
S
IT
E:
F
IN
C
H A
W A
COVER PAGE
REGION: SNNPR
WOREDA: TULA KIFLEKETEMA
COORDINATES:
6.96733°N 38.46193°E
G-001
IN
D
EX
O
F D
R A
W
IN
G S -0
S
IT
E:
F
IN
C
H A
W A
INDEX OF DRAWINGS-01
SHEET
REFERENCE
NUMBER
ISSUE
STATUS
DATE OF
ISSUE
DRAWING TITLE
GENERAL DRAWINGS
G-000 COVER PAGE
G-003 INDEX OF DRAWING
INDEX OF DRAWINGS -03
G-002 INDEX OF DRAWING
INDEX OF DRAWINGS -02
G-001 INDEX OF DRAWING
INDEX OF DRAWINGS -01
G-004 INDEX OF DRAWING
INDEX OF DRAWINGS -04
G-005 INDEX OF DRAWING
INDEX OF DRAWINGS -05
INDEX OF DRAWINGS
FINCHAWA HEALTH CENTER
CIVIL/SITE DRAWINGS
EXISTING CONDITIONS AND
DEMOLITION PLAN
C-002
GRADING LAYOUT PLAN
C-003
GENERAL SITE LAYOUT PLAN
C-003EC
C-005
C-006
SITE ELECTRICAL LAYOUT PLAN
C-007
C-000 GENERAL NOTES, SYMBOLS AND
ABBREVATIONS
SITE UTILITY PLAN
EROSION CONTROL PLAN
SEWER PROFILE CALCULATION
C-001
08/01/15FINAL
08/01/15FINAL
08/01/15FINAL
08/01/15FINAL
08/01/15FINAL
08/01/15FINAL
08/01/15FINAL
08/01/15FINAL
08/01/15FINAL
08/01/15FINAL
08/01/15FINAL
08/01/15FINAL
08/01/15FINAL
08/01/15FINAL
BE
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C H
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D A
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D B
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AP
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SY
MB
100%
FINAL
DESIGN
SUBMITTAL
FI
NA
L D
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IG
N
DR
AW
IN
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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 CURRENT 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
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B
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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
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
GENERAL NOTES, SYMBOLS AND ABBREVIATIONS
S
IT
E:
F
IN
C
H A
W A
C-000
17195
C-001
EX
IS
TI
N
G C
O N
D
IT
IO
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S A
N D
D
EM
O
LI
S H
IN
G
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F
IN
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H A
W A
EXISTING CONDITION AND DEMOLISHING PLAN
SCALE 1:300
20 30
1:300
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F
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B M
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TTD
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IG
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B
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D W
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Y
C H
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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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AP
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SY
MB
100%
FINAL
DESIGN
SUBMITTAL
FI
NA
L D
ES
IG
N
DR
AW
IN
GS
14.60 12.40 24.20 5.00
15.3417.69
44.47
7.75 5.25 10.30 2.00 9.31
9.10
4.31
1.00
14.60 9.80 22.40
0.50
1.00
0.84
8.60
5.30
X = 440573.25 Y = 770166.43
X = 440582.36 Y = 770111.80
13.00
26.55
2.00
2.00
26.05
2.80
1.65
2.002.00
1.50
0.70
3.20
3.60 1.80
0.75
10.002.00
6.45
3.01
4.02
2.20
2m³ ELEVATED
WATER TANK
C-002
G
EN
ER
A
L S
IT
E
LA
Y O
U T
P
LA
N
S
IT
E:
F
IN
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GENERAL SITE LAYOUT PLAN
SCALE 1:200
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G R A
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F
IN
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D
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B M
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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
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
2m³ ELEVATED
WATER TANK
.5
.0
.0
.0
14.80
72.93
19.06
SECTION A-A NTS
200MM SELECTED FILL
NATURAL GROUND
300MMTHICK MORTARED STONE MASONRY DITCH
0.50
0.70
1.00 0.500.50
C-003
G R A
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G L
A Y O
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S
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E:
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GRADING LAYOUT PLAN
SCALE 1:200
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G R A
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F
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TTD
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IG
N
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B
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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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AP
R
SY
MB
100%
FINAL
DESIGN
SUBMITTAL
FI
NA
L D
ES
IG
N
DR
AW
IN
GS
WATER TANK
.5
.0
.0
.0
14.80
72.93
19.06
C-003EC
ER
O
S
IO
N C
O N
TR
O
L P
LA
N
S
IT
E:
F
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W A
EROSION CONTROL PLAN
SCALE 1:200
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TTD
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IG
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B
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C H
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D A
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S U
B M
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D B
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AP
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SY
MB
100%
FINAL
DESIGN
SUBMITTAL
FI
NA
L D
ES
IG
N
DR
AW
IN
GS
Main Tel Terminal Box
WATER TANK
Earthing Manhole, 700x700x700mm
Manhole, 600x600x700mm(TYP)
LPP-E
LPP-C
LPP-B
LPP-F
LPP-D
16x2400mm Earth Rod See Detail P (on EL-001)
Concrete Plinth
Manhole, 700x700x700mm 16x2400mm Earth Rod
EPPCo Power Intake (Incoming Direction Indicative)
Location to be Confirmed by EEPCo Engineer
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F
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D
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B M
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TTD
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IG
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B
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D W
N B
Y
C H
K B
Y
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
EL
EC
TR
IC
A L
S
IT
E P
LA
N
S
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E F
IN
C
H A
W A
R
F I
C-005
Ø25 C.W.
Ø25 C.W.
Ø25 C.W.
Ø25 C.W. Ø25 C.W.Ø25 C.W.
Ø25 C.W.
Ø25 C.W.
Ø25 H.D.P.E Ø50 H.D.P.E Ø50 H.D.P.E
Ø50 H.D.P.E
Ø25 C.W.
Ø25 C.W.
Ø25 H.D.P.E
Ø50 H.D.P.E
Ø50 H.D.P.E
Ø50 H.D.P.E
Ø25 C.W.
M.H.04
M.H.05 M.H.09
M.H.06
M.H.07
M.H.08
M.H.10
M.H.11
M.H.12 M.H.13
M.H.16
M.H.17
M.H.18
2m³ ELEVATED
WATER TANK
WM
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TTD
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D W
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C H
K B
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D A
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S U
B M
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D B
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AP
R
SY
MB
100%
FINAL
DESIGN
SUBMITTAL
FI
NA
L D
ES
IG
N
DR
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IN
GS
C-006
S I T
E
U
T I L
I T
Y
P
L A
N
W
A T
E R
D
W
S
T E
W
T
E R
S
IT
E:
F
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SITE UTILITY PLAN
(WATER AND WASTE WATER) SCALE 1:150
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. CONTRACTOR IS RESPONSIBLE FOR PAYING ALL
FEES TO THE LOCAL WATER SUPPLY OPERATOR TO TRANSFER THE CONNECTION OWNERSHIP
TO THE HEALTH CENTER.
C-007
E
W E
R
P
R O
F I L
E
C
A L
C U
L A
T I O
N
S
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F
IN
C
H A
W A
SEWER PROFILE CALCULATION
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D W
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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
| G-000-G-000 |
| G-001-G-001 |
| EHIP007-C-000-C-000 |
| EHIP007-C-001-EXISTING CONDITION |
| EHIP007-C-002-C-002 |
| EHIP007-C-003-C-003 |
| EHIP007-C-003EC-C-003EC |
| EHIP007-C-005-C-005 |
| EHIP007-C-006-C-006 |
| EHIP007-C-007-C-007 |
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