Attachment_J.3_-_Site_5.2_-KUNI_SITE_DEVELOPMENT_DWGS.pdf
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Attachment J.3 - Site 5.2 -KUNI SITE DEVELOPMENT DWGS
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G-000
G -0
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C O
V
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P A
G E
(E H I P)
KUNI HEALTH CENTER SITE DRAWING
REGION: AMHARA
WOREDA: JABI TIHNAN
COORDINATES:
10.792111°N 037.207416°E
G-001
IN
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EX
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R A
W
IN
G S -0
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
KUNI HEALTH CENTER
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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-000 GENERAL NOTES, SYMBOLS AND
ABBREVATIONS
SITE UTILITY
C-001
FINAL
08/01/15
FINAL
FINAL
FINAL
FINAL
FINAL
FINAL
FINAL
S
IT
E:
K
U N
I
EROSION CONTROL PLAN
C-003EC 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
C-007 SEWER PROFILE CALCULATIONFINAL 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
BURRIED VALVE BOXBVB
G
EN
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A
L N
O
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S S Y M
B O
LS
A
N D
A B B R
EV
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TI
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S
GENERAL NOTES, SYMBOLS AND ABBREVIATIONS
S
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DESIGN
SUBMITTAL
FI
NA
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C-000
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C-001
EX
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EXISTING CONDITION AND DEMOLISHING PLAN
SCALE 1:500
NOTE
1. INTERVAL BETWEEN SUCCESSIVE CONTOURS IS
0.25METERS.
2. GRID ELEVATION IS GIVEN EVERY 10 METERS.
3. BM1 IS ESTABLISHED ON A EDGE OF A BUILDING
PAINTED WITH RED
4. BM2 IS ESTABLISHED ON A CORNER STONE OF
THE BOUNDRY LINE ROCK PAINTED RED
EXISTING MUD HOUSE
WOOD FENCE
TREE WITH DIA 30-50 CMS
BORDER LINE
CORNER STONE
FOOT PATH
BENCH MARK
TREE WITH DIA LESS THAN 30 CMS
0-40
40-300
REDDISH BROWN CLAY SOIL
WITH GRASS ROOT(TOP SOIL)
0-70
70-300
REDDISH SILT CLAY SOIL
(DECOMPOSED LATERITES)
REDDISH BROWN CLAY SOIL
WITH GRASS ROOT(TOP SOIL)
REDDISH SILT CLAY SOIL
(DECOMPOSED LATERITES)
SOIL TEST PIT(TP1)
SOIL TEST PIT(TP2)
SOIL TEST DATA
DEPTH (CM)
DEPTH (CM)
2m³ ELEVATED
WATER TANK
20.15
12.67
24.35
X = 303781.22 Y = 193362.03
X = 303824.53 Y = 1193414.71
41.68
12.40 5.00
11.65
2.00
4.31
2.00
1.50
0.70
10.002.00
6.45
2.20
.9
.3
.0
.0
.1
6.75
1.49
.0
5.40
3°
3°
3.60
9.45
1.65
6.30
1.00
1.84
3.79
1.00
14.94
3.40
2.00
2.80
24.39
13.86
X = 303753.77 Y = 193375.53
X = 303747.59 Y = 1193380.61
X = 303778.90 Y = 193418.69
X = 303785.08 Y = 1193413.61
5.53
4.55
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C-002
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GENERAL SITE LAYOUT PLAN
SCALE 1:250
96.5
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FI
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C-003
G R A
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G L
A Y O
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K
U N
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GRADING LAYOUT PLAN
SCALE 1:250
96.5
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100%
FINAL
DESIGN
SUBMITTAL
FI
NA
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EROSION CONTROL PLAN
SCALE 1:200
C-003EC
G R A
D
IN
G L
A Y O
U T
P
LA
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S
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E:
K
U N
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G R A
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Y = 1193380.61 Y = 193418.69
16x2400mm Earth Rod
16x2400mm Earth Rod
Tel Intake PVC Pipe Ø 50mm from Tel Utility Company System (Incoming Direction Indicative)
EPPCo Power Intake (Incoming Direction Indicative)
Location to be Confirmed by EEPCo Engineer
LPP-E
LPP-C
LPP-B
LPP-F
Earthing Manhole, 700x700x700mm
LPP-A
Earthing Manhole, 700x700x700mm
LPP-D
Main Tel Terminal Box
Manhole, 600x600x700mm(TYP)
See Detail P (on EL-001)
Concrete Plinth
ENERGY
METER
J Box 100X100mm in ceiling to connect with battery powered line
Install this compound light at main entrance
Battery powered cable to main gate light pole
Battery powered cable to main gate light pole
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FINAL
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SUBMITTAL
FI
NA
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IG
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GS
C-005
EL
EC
TR
IC
A L
S
IT
E P
LA
N
S
IT
E:
K
U
I
M.H.2
Ø50 H.D.P.E
Ø50 H.D.P.E
Ø50 H.D.P.E
Ø50 H.D.P.E
Ø50 H.D.P.E
M.H.3
M.H.5
M.H.4
M.H.6
M.H.7
M.H.8 M.H.9 M.H.10
M.H.11
M.H.14
M.H.15
M.H.16
M.H.17
Ø50 H.D.P.E
M.H.13
Ø32 H.D.P.E
M.H.12
M.H.19
M.H.18
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SUBMITTAL
FI
NA
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GS
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:
K
U N
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SITE UTILITY PLAN
(WATER AND WASTE WATER)
SCALE 1:200
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. FOR SANITARY INSTALLATION DETAILS REFER
SN DWGS.
SEWER PROFILE CALCULATION
SCALE:NO TO SCALE
C-007
SE
W
ER
P
RO
FI
LE
C
A
LC
UL
A
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100%
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SUBMITTAL
FI
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S
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K
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I
| G-000-G-000 |
| G-001-G-001 |
| EHIP064-C-000-C-000 |
| EHIP064-C-001-C-001 |
| EHIP064-C-002-C-002 |
| EHIP064-C-003-C-003 |
| EHIP064-C-003EC-C-003EC |
| EHIP064-C-005-C-005 |
| EHIP064-C-006-C-006 |
| C-007-C-007 SN SEWER PROFILE CALCULATION |
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