Attachment_J.3_-_Site_3.2_-GIRANA_SITE_DEVELOPMENT_DWGS.pdf
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Attachment J.3 - Site 3.2 -GIRANA SITE DEVELOPMENT DWGS
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BE
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100%
FINAL
DESIGN
SUBMITTAL
FI
NA
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IG
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IN
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5(E H I P)
G-000
C O
V
ER
P A
G E
S
IT
E:
G
IR
A
N A
COVER PAGE
REGION: AMHARA
WOREDA: HABRU
COORDINATES:
11.56738°N 39.71469°E
G-001
IN
D
EX
O
F D
R A
W
IN
G S -0
S
IT
E:
G
IR
A
N A
INDEX OF DRAWINGS-01
SHEET
REFERENCE
NUMBER
ISSUE
STATUS
DATE OF
ISSUE
DRAWING TITLE
GENERAL DRAWINGS
G-000 COVER PAGE
G-001 INDEX OF DRAWING
INDEX OF DRAWINGS -01
INDEX OF DRAWINGS
GIRANA 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
06/01/13REV 0
06/01/13REV 0
06/01/13REV 0
06/01/13REV 0
06/01/13REV 0
06/01/13REV 0
06/01/13REV 0
06/01/13REV 0
06/01/13REV 0
AMENDMENT 6 06/27/14
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
BURRIED VALVE BOXBVB
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:
G
IR
A
N A
C-000
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B M
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TA
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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
C-001
EX
IS
TI
N
G C
O N
D
IT
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N
S A
N D
D
EM
O
LI
S H
IN
G
P
LA
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G
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EXISTING CONDITION AND DEMOLISHING PLAN
SCALE 1:500
Scale1:500
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B
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C H
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D A
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AP
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MB
100%
FINAL
DESIGN
SUBMITTAL
FI
NA
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2m³ ELEVATED
WATER TANK
14.60 12.40 24.20 5.00
5.25 21.61
1.00
14.60 9.80 20.80
0.50
8.60
X = 577902.18 Y = 1278845.26
X = 577917.74 Y = 1278778.86
10.46
21.16
2.00
22.80
2.00
1.80
0.40
10.002.00
6.45
2.00
6.70
6.90
0.71
20.75
2.20
0.71
5.28
12.41
.9
15.12
5.01
4.40
7.82
3 87.34
87.12
4.39
C-002
G
EN
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L S
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LA
Y O
U T
P
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N A
GENERAL SITE LAYOUT PLAN
SCALE 1:200
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G R A
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F
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D
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B M
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B
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N B
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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
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MB
100%
FINAL
DESIGN
SUBMITTAL
FI
NA
L D
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IG
N
DR
AW
IN
GS
1453.50
1453.00
1452.50
1454.00
C-003
G R A
D
IN
G L
A Y O
U T
P
LA
N
S
IT
E:
G
IR
A
N A
GRADING LAYOUT PLAN
SCALE 1:200
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B M
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IG
N
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B
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D W
N B
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C H
K B
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D A
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B M
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D B
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AP
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MB
100%
FINAL
DESIGN
SUBMITTAL
FI
NA
L D
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IG
N
DR
AW
IN
GS
1453.50
1453.00
1452.50
1454.00
C-003EC
ER
O
S
IO
N C
O N
TR
O
L P
LA
N
S
IT
E:
G
IR
A
N A
EROSION CONTROL PLAN
SCALE 1:200
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P R O
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
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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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D B
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AP
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MB
100%
FINAL
DESIGN
SUBMITTAL
FI
NA
L D
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IG
N
DR
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IN
GS
16x2400mm Earth Rod
16x2400mm Earth Rod
LPP-E
LPP-C
LPP-B
LPP-F
Earthing Manhole, 700x700x700mm
LPP-A
Earthing Manhole, 700x700x700mm
LPP-D
Manhole, 600x600x700mm(TYP)
See Detail P (on EL-001)
Concrete Plinth
J Box 100X100mm to connect with battery powered line
Install this compound light at main entrance
Battery powered cable to main gate light pole
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B
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D W
N B
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C H
K B
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D A
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D B
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AP
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MB
100%
FINAL
DESIGN
SUBMITTAL
FI
NA
L D
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IG
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IN
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EL
EC
TR
IC
A L
S
IT
E P
LA
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S
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E:
G
IR
A
N A
C-005
Ø25 C.W.
Ø25 C.W. Ø25 C.W. Ø25 C.W.Ø25 C.W.
Ø25 C.W.
Ø25 C.W.
Ø50 H.D.P.E
Ø25 C.W.
M.H.07
M.H.06 M.H.05
M.H.12
M.H.13
M.H.03
M.H.08
Ø25 C.W.
Ø63 H.D.P.E
Ø50 H.D.P.E
Ø25 H.D.P.E
Ø50 H.D.P.E
Ø50 H.D.P.E
Ø25 H.D.P.E
Ø25 C.W.
M.H.15
Ø80
2m³ ELEVATED
WATER TANK
WM
MANICIPAL
WATER SUPPLY LINE
M.H.16
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C H
K B
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D A
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B M
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D B
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AP
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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:
G
IR
A
N A
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.
5. FOR SANITARY INSTALLATION DETAILS REFER SN
DRAWINGS
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
IT
E:
G
IR
A
N A
SEWER PROFILE CALCULATION
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100%
FINAL
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FI
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IG
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GS
| G-000-G-000 |
| G-001-G-001 |
| EHIP226-C-000-C-000 |
| EHIP226-C-001-EXISTING CONDITION |
| EHIP226-C-002-C-002 |
| EHIP226-C-003-C-003 |
| EHIP226-C-003EC-C-003EC |
| EHIP226-C-005-C-005 |
| EHIP226-C-006-C-006 |
| EHIP226-C-007-C-007 |
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