Attachment_J.3_-_Site_2.3_-HARO_SITE_DEVELOPMENT_DWGS.pdf
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Attachment J.3 - Site 2.3 -HARO SITE DEVELOPMENT DWGS
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5(E H I P)
G-000
C O
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H
A R O
COVER PAGE
REGION: SNNPR
WOREDA: YIRGACHEFE
COORDINATES:
6.13486°N 38.14666°E
G-001
IN
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H
A R O
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
HARO 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
FINAL
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FINAL
FINAL
FINAL
FINAL
FINAL
FINAL
FINAL
FINAL
08/01/15
08/01/15
08/01/15
08/01/15
08/01/15
08/01/15
08/01/15
08/01/15
08/01/15
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
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
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S
GENERAL NOTES, SYMBOLS AND ABBREVIATIONS
S
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H
A R O
C-000
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X = 404263.91
Y = 678244.25
X = 404297.99
Y = 678185.18
TEST PITS
PROPOSED BORDER LINE
NOTES:
1. INTERVAL BETWEEN SUCCESSIVE CONTOURS IS
0.25METERS.
2. GRID ELEVATION IS GIVEN EVERY 10 METERS.
3. BORDER AREA IS 6328.27 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.
10-210 REDDISH SILTY CLAY
10-110
130-215
DARK BROWN CLAY
SOIL TEST PIT(TP1)
SOIL TEST PIT(TP2)
SOIL TEST DATA
DEPTH (CM)
DEPTH (CM)
REDDISH SILTY CLAY
C-001
EX
IS
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A R O
EXISTING CONDITION AND DEMOLISHING PLAN
SCALE 1:300
20 30
1:300
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14.60 12.40 24.20 10.00 5.00
1.50
14.60 9.80 18.80
8.60
5.30
X = 404263.91 Y = 678244.25
X = 404297.99 Y = 678185.18
20.95
27.20
2.00
22.45
2.80
2.002.00
1.80
0.40
1.80
0.75
2.00
5.25
6.45
20.46
8.69
4.68
2.20
14.56
C-002
G
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GENERAL SITE LAYOUT PLAN
SCALE 1:200
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.5
.0
.0
.0
C-003
G R A
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GRADING LAYOUT PLAN
SCALE 1:200
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.5
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.0
C-003EC
ER
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EROSION CONTROL PLAN
SCALE 1:200
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16x2400mm Earth Rod
16x2400mm Earth Rod
Earthing Manhole, 700x700x700mm
Earthing Manhole, 700x700x700mm
Manhole, 600x600x700mm(TYP)
See Detail P (on EL-001)
Concrete Plinth
Tel Intake PVC Pipe Ø 50mm from Tel Utility Company System
(Incoming Direction Indicative)
Main Tel Terminal Box
EPPCo Power Intake (Incoming Direction Indicative)
Location to be Confirmed by EEPCo Engineer
LPP-F
LPP-E
LPP-C
LPP-B
LPP-A
LPP-D
Install this compound light at main entrance
Battery powered cable to main gate light pole
J Box 100X100mm to connect with battery powered line
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EL
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A L
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C-005
M.H.02
M.H.03 M.H.04
M.H.05
M.H.06
M.H.07
M.H.08
M.H.10
M.H.11
M.H.12 M.H.13
M.H.17
M.H.18
M.H.19
M.H.20
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 C.W.
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
Ø50 H.D.P.E
Ø50 H.D.P.E
Ø50 H.D.P.E
Ø25 H.D.P.E
Ø25 H.D.P.E
Ø25 H.D.P.E
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C-006
S I T
E
U
T I L
I T
Y
P
L A
N
W
A T
E R
A
D
W
S
T E
W
T
E R
S
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E:
H
A R O
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.
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:
H A
R O
SEWER PROFILE CALCULATION
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| G-000-G-000 |
| G-001-G-001 |
| EHIP009-C-000-C-000 |
| EHIP009-C-001-C-001 |
| EHIP009-C-002-C-002 |
| EHIP009-C-003-C-003 |
| EHIP009-C-003EC-C-003EC |
| EHIP009-C-005-C-005 |
| EHIP009-C-006-C-006 |
| EHIP009-C-007-C-007 |
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