Attachment_J.3_-_Site_2.2_-GERBICHO_SITE_DEVELOPMENT_DWGS.pdf
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Attachment J.3 - Site 2.2 -GERBICHO SITE DEVELOPMENT DWGS
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(E H I P)
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100%
FINAL
DESIGN
SUBMITTAL
FI
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IG
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IN
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C O
V
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P A
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E G
ER
B
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H O
S
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B
ER
COVER PAGE G-000
REGION: SNNPR
WOREDA: ALETA WONDO
COORDINATES:
6.54719°N 38.44169°E
G-001
IN
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EX
O
F D
R A
W
IN
G S -0
S
IT
E G
ER
B
IC
H O
S
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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
GERBICHO 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
FINAL 04/04/12
COVER PAGE
INDEX OF DRAWING
INDEX OF DRAWINGS -01
06/01/13
06/01/13
04/04/12
04/04/12
06/01/13
06/01/13
06/01/13
06/01/13
EROSON CONTROL PLANC-003EC 06/01/13
GRADING/SITE STORM WATER
DRAINAGE PLAN
C-003A 06/01/13
GRADING/SITE STORM WATER
DRAINAGE PLAN
C-003B 06/01/13
FINAL
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 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 M
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TA
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TTD
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IG
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B
Y
D W
N B
Y
C H
K B
Y
D A
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B M
IT
TE
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
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G
EN
ER
A
L N
O
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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:
G
ER
B
IC
H O
C-000
STO
RE
HOUSE
CS E
CS D
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IN
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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
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D A
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S U
B M
IT
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D B
Y
AP
R
SY
MB
100%
FINAL
DESIGN
SUBMITTAL
FI
NA
L D
ES
IG
N
DR
AW
IN
GS
C-001
E X
I S
I T
G
C
O N
D E
T I O
P
L A
N
W
A T
E R
A
D
W
S
T
T
E R
S
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E:
G
ER
B
IC
H O
TEST PITS
NEW BOUNDRY LINE
NOTES:
1. INTERVAL BETWEEN SUCCESSIVE CONTOURS IS
0.25METERS.
2. GRID ELEVATION IS GIVEN EVERY 10 METERS.
3. BORDER AREA IS 6512 SQUARE METERS
4. THE EAST SIDE OF BOUNDRY IS AN EXISTING CEMETERY THE
CONTRACTOR SHALL ERECT BARRICADE BETWEEN
CONSTRUCTION AREA AND THE CEMETERY. NO WORK
EQUIPMENT, STAGING ETC SHALL OCCUR IN THIS AREA.
EXISTING CONDITIONS PLAN
SCALE 1:300
NOTES:
1. INTERVAL BETWEEN SUCCESSIVE CONTOURS IS
0.25METERS.
2. GRID ELEVATION IS GIVEN EVERY 10 METERS.
3. BORDER AREA IS 6512 SQUARE METERS
4. BM1 IS ESTABLISHED ON CORNER STONE 1 AND PAINTED
WITH RED.
5. BM2 IS ESTABLISHED ON BURRIED CONCRETE
PAINTED WITH RED.
6. THE AREA IS COVERED WITH COFFEE PLANTATION.
14.60 9.77 22.98 1.54 4.89
14.60 24.20 2.08 9.50 4.95 1.78
12.80
20.90 5.20
10.20
2.00
4.60
5.25
1.808.605.832.0928.69 17.54
5.80
13°
UNLESS OTHERWISE NOTED, ALL
DIMENSIONS SHOWN ARE IN METER .
GERBICHO : LAYOUT PLAN, SCALE 1:250
LA
Y
O U
T P
LA
N S
IT
E G
ER
B
IC
H O
S
IT
E N
U M
B
ER
C-002
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B
Y
D W
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D A
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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
RF
I 0
2062.00
2063.00
2067.0
2062.0
2063.00
2064.00
2065.00
2066.00
2067.00
2065.0
2066.0
2061.00
.0
2062.50
2063.50
.0
2066.50
2061.00
.0
.5
2063.00
.0
5M3 SEPTIC TANK,
REFER CX-135
UNLESS OTHERWISE NOTED, ALL
DIMENSIONS SHOWN ARE IN METER .
C-003
G R A
D
IN
G L
A Y
O U
T P
LA
N S
IT
E G
ER
B
IC
H O
S
IT
E N
U M
B
ER
GERBICHO: GRADING LAYOUT PLAN,
SCALE 1:300
5 10 20 3005
1:300
BE
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5/
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P
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TU
R E
P R O
G R A
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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
2067.0
2065.00
2066.00
2067.00
2065.0
2066.0
.0
2066.50
.0
.5
2063.00
.0
C-003AUNLESS OTHERWISE NOTED, ALL
DIMENSIONS SHOWN ARE IN METER .
G R A
D
IN
G L
A Y
O U
T P
LA
N S
IT
E G
ER
B
IC
H O
S
IT
E N
U M
B
ER
GERBICHO: GRADING LAYOUT PLAN,
SCALE 1:300
5 10 20 300
1:300
BE
T
BE
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TE
TR
A T
EC
H
/0
5/
U S A
ID
E
TH
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P
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H
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LT
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IN
FR
A S
TR
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
2062.0
2063.00
2064.00
2065.00
2066.00
2061.00
.0
2062.50
2063.50
.0
2061.00
.0
.5
.0
5M3 SEPTIC TANK,
REFER CX-135
C-003BUNLESS OTHERWISE NOTED, ALL
DIMENSIONS SHOWN ARE IN METER .
G R A
D
IN
G L
A Y
O U
T P
LA
N S
IT
E G
ER
B
IC
H O
S
IT
E N
U M
B
ER
GERBICHO: GRADING LAYOUT PLAN,
SCALE 1:300
10 20 300
1:300
BE
T
BE
T
TE
TR
A T
EC
H
/0
5/
U S A
ID
E
TH
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P
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H
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LT
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FR
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
2062.0
2063.00
2064.00
2065.00
2066.00
2067.00
2065.0
2061.00
.0
2062.50
2063.50
.0
2066.50
2061.00
.0
.5
2063.00
.0
5M3 SEPTIC TANK,
REFER CX-135
C-003EC
ER
O
S
IO
N C
O N
TR
O
L P
LA
N
S
IT
E G
ER
B
IC
H O
S
IT
E N
U M
B
ER
EROSION CONTROL PLAN
SCALE 1:200
BE
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G R A
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F
IN
A L
D
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B M
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TA
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TTD
ES
IG
N
ED
B
Y
D W
N B
Y
C H
K B
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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
LPP-E
LPP-C
LPP-B
LPP-F
Earth Manhole, 700x700x700mm 16x2400mm Earth Rod
LPP-A
Earth Manhole, 700 x700x700mm
16x2400mm Earth Rod
Tel Intake PVC Pipe Ø 50mm from Tel Utility Company System (Incoming Direction Indicative)
Main Tel Terminal Box
LPP-D
See Detail P (on EL-001)
To Pump Control Panel [Refer to Mechanical Layout]
EPPCo Power Intake (Incoming Direction Indicative)
Location to be Confirmed by EEPCo Engineer
Concrete Plinth
Manhole 600x600x700mm(TYP)
J Box 100x100mm in ceiling to connect to battery powerd line
Install this compound light at the main entrance
Battery powered cable to main gate light pole
UNLESS OTHERWISE NOTED, ALL
DIMENSIONS SHOWN ARE IN METERS.
EL
EC
TR
IC
A L
S
IT
E P
LA
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S
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G
ER
B
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BE
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G R A
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F
IN
A L
D
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B M
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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
R3.60
C-006
GERBICHO : SITE UTILITY (WATER AND WASTE WATER)
SCALE 1:150
1:150
5 0 5 10 15
BE
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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
AM
EN
DM
EN
T
S I T
E
U
T I L
I T
Y
P
L A
N
W
A T
R
D
S
T
T
E R
S
IT
E:
G
ER
B
IC
H O
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.
UNLESS OTHERWISE NOTED, ALL
DIMENSIONS SHOWN ARE IN METER .
C-007
S
IT
E G
ER
B
IC
H O
S
IT
E N
U M
B
ER
GERBICHO : SEWER PROFILE CALCULATION
BE
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P R O
G R A
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IN
A L
D
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B M
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TA
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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-000-G-000 |
| G-001-G-001 |
| C-000-C-000 |
| C-001-C-001 |
| C-002-C-002 |
| C-003-C004-C-003 |
| C-003-C004-C-003A |
| C-003-C004-C-003B |
| C-003EC-C-003EC |
| EHIP013-C-005-C-005 |
| EHIP013-C-006-C-006 |
| C-007-C-007 |
File details come from the government source that posted it. Updated .