Attachment_J.3_-_Site_6.1_-GULT_SITE_DEVELOPMENT_DWGS.pdf
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Attachment J.3 - Site 6.1 -GULT SITE DEVELOPMENT DWGS
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G-000
COVER PAGE
G -0
BE
T
BE
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A T
EC
H
/0
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U S A
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FR
A S
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U C
TU
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G R A
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F
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A L
D
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B M
IT
TA
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TTD
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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 O
V
ER
P A
G E
S
IT
E N
O G
U
LT
(E H I P)
GULT HEALTH CENTER SITE DRAWINGS
REGION: AMHARA
WOREDA: ANDABIET
COORDINATES:
11.37379°N 37.84047°E
G-001
IN
D
EX
O
F D
R A
W
IN
G S -0
S
IT
E G
U
LT
H
EA
LT
H
C
EN
TE
R
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
HEALTH CENTER
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A L
D
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B M
IT
TA
L
TTD
ES
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
CIVIL/SITE DRAWINGS
EXISTING CONDITIONS AND
DEMOLITION PLAN
C-002
GRADING/SITE STORM WATER
DRAINAGE PLAN
C-003
GENERAL SITE LAYOUT & WALKWAY
DETAIL
C-003EC
C-005
C-006
SITE ELECTRICAL LAYOUT
C-007
C-000 GENERAL NOTES, SYMBOLS AND
ABBREVATIONS
SITE UTILITY
EROSION CONTROL DRAWING
SEWER PROFILE CALCULATION
C-001
FINAL
08/01/15FINAL
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 DETAIL 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
GRASS/LANDSCAPE-PLANT WITH
VETIVER GRASS
C-000
GENERAL NOTES, SYMBOLS AND ABBREVIATIONS
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 S
IT
E N
O
G U
LT
BE
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/0
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U S A
ID
E
TH
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P
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H
EA
LT
H
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
2389.00
2382.68
2376.36 2371.66
2392.31
2389.38
2387.05
2372.12
2370.72 2370.78
2369.82 2369.78
2370.42
2371.05 2371.02
2371.21 2371.27
2371.792371.87
2396.77
2372.45
2400.84
2372.28
2373.16
2372.76
2373.78 2373.43
2394.68
2395.31
2374.16
2393.93
2374.01 2375.04
2393.63
2392.34
2375.16
2392.80
2375.26
2391.99
2375.03
2392.44
2376.05
2392.24
2375.77
2392.76
2377.23
2390.77
2376.41
2390.41
2391.52
2377.15
2390.01
2377.74
2390.35
2378.41
2389.42
2377.84
2389.44
2379.20
2388.76
2378.54
2389.03
2379.67 2389.242379.08
2389.51
2379.34
2387.72
2379.82
2387.31
2388.08
2391.71
2380.36
2387.59
2379.93
2386.64
2380.69
2387.00
2379.85
2386.70
2380.80
2387.09
2379.98
2385.11
2380.95
2384.96
2379.96
2385.79
2382.49
2384.98
2381.79
2383.67
2390.68
2383.82
2382.18
2383.13
2381.24
2383.04
2381.99
2383.10
2381.07
2382.94
2380.21
2382.52
2380.82
2382.32
2379.83
2381.77
2379.35
2381.63
2378.62
2379.90
2379.22
2380.31
2390.94 2379.58
2378.53
2379.60
2377.76
2378.64
2377.30
2378.73
2376.64
2377.79
2376.13
2377.81
2376.61
2377.47
2374.21
2378.24
2375.27
2378.27
2373.01
2377.90
2372.64
2377.07
2376.22
2389.94
2371.74
2376.43
2371.64
2371.37
2371.31
2371.47
2371.46
2371.76
2371.75
2372.90
2372.78
2390.47
2374.40
2374.45
2376.18
2376.21
2377.12
2377.38
2379.11
2378.87
2380.57 2379.72
2373.46
2390.11
2381.28
2380.53
2382.00
2381.34
2382.56
2382.48
2382.48
2383.57
2383.95
2382.99
2391.57
2384.31
2383.14
2385.49
2385.40
2384.16
2384.82
2384.58 2383.81
2384.27
2391.68
2383.16
2383.72 2382.61
2382.04 2381.33
2379.83
2380.97
2378.56 2379.24
2377.26
2392.11
2378.08
2375.08 2375.93
2374.04 2374.28
2372.61
2372.91
2371.62 2371.70
2371.53
2392.45
2371.54 2371.55
2372.25
2372.69 2372.94
2374.84
2374.29
2375.68
2376.67
2377.29
2394.03
2378.81
2381.17
2379.84
2382.50 2381.26
2384.27
2383.18
2385.46
2384.36
2387.79
2394.31
2385.55
2387.30
2385.86 2387.80
2387.40 2389.00
2389.34
2389.61
2389.55
2390.37
2396.79
2389.99 2390.71
2390.79
2390.35
2390.08
2389.33
2390.06
2388.51
2389.32
2388.87
2387.86
2388.25
2386.95
2386.35
2385.20
2381.97
2381.95
2380.52
2380.86
2378.28
2379.33
2376.77
2376.63
2375.03
2375.03
2373.102373.14
2371.08 2371.19
2370.31 2370.14
2382.50 2383.80
2383.162384.06
2382.95
2384.33
2383.80
2382.48
2377.05
2376.92
2377.15
2377.02
2377.32
2376.84
2376.10
2375.36
2373.692373.752373.59
2388.61
2372.91
2388.72
2372.06
2371.79
2371.69
2389.14
2370.77
2388.97
2371.59
2370.81
2370.67
2389.41
2370.81
2370.54 2370.89
2388.96
2400.57
2401.452397.17
2398.50
2389.29
2373.392373.39
2373.39
2373.07
2371.68
2372.88
2371.77 2371.74
2382.55
2385.96
2375.68
2384.55 2386.35
2384.30 2385.892385.71
2385.96
2383.95
2383.68
2367.20
2369.38
2371.25 2368.89
2372.31
2373.452372.262371.28
2375.45 2374.772374.55
2378.11 2377.19
2376.22
2380.41 2381.74
2381.36
2382.76
2377.15
2375.18
2377.12
2377.62
2384.56
2376.90
2378.18
2367.51
2368.20
2369.09
2370.67
2390.72
2391.45
2392.51
2376.63
2375.89
2374.53
2374.78
2373.70
2372.56
2375.69
2377.10
2387.15
2387.55
2387.37
X
X
X
X
X
X X
X
X
X
X
X
2373.00
XX
C-001
E
XI
ST
IN
G
C O
N D
ITI
O
N S
A N
D D
EM
O
LI
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N P
LA
N
AND DEMOLITION PLAN
EXISTING CONDITION
SCALE 1:500
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B
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D W
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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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MB
100%
FINAL
DESIGN
SUBMITTAL
FI
NA
L D
ES
IG
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DR
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IN
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SI
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N O
:0
G
UL
T
F.D.
INV.OUT =2381.67
Cement tile path 70m² x x
.6
.5
Scale1:250
0 25m
GENERAL SITE LAYOUT & WALKWAY DETAIL
G
EN
ER
A
L S
IT
E
LA
Y O
U T
W A
LK
W
A Y D
ET
A
IL
S
IT
E N
O G
U
LT
C-002
Allowance for 200mm thick crushed stone surface=361.51m²
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IG
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100%
FINAL
DESIGN
SUBMITTAL
FI
NA
L D
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IG
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DR
AW
IN
GS
DIA 300MMCONC. PIPE
DIA 300MM
CONC. PIPE
DIA 1000MM
CONC. PIPE
2381.5 x x x 2376.5 x 2381.0
.6 x 2381.5 x 2380.3
Scale1:500
50M
GRADING/SITE STORM
WATER DRAINAGE PLAN
C-003
G R A
D
IN
G S
IT
E S
TO
R M
W A
TE
R D
R A
IN
A
G E
P
LA
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S
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O G
U
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F
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A L
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B M
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TA
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ES
IG
N
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B
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D W
N B
Y
C H
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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
DIA 300MMCONC. PIPE
DIA 300MM
CONC. PIPE
DIA 1000MM
CONC. PIPE
x 2376.5 x 2381.0
.6
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G R A
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F
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B M
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TA
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TTD
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IG
N
ED
B
Y
D W
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C H
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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
EROSION CONTROL
C-003EC
ER
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IO
N C
O N
TR
O
L si te
G ul t
S it e n o
BE
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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
TE
D B
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AP
R
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MB
100%
FINAL
DESIGN
SUBMITTAL
FI
NA
L D
ES
IG
N
DR
AW
IN
GS
UNLESS OTHERWISE SHOWN ALL
DIMENSIONS ARE IN METERS
C-005
EL
EC
TR
IC
A L
S
IT
E P
LA
N
S
IT
E:
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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
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
SITE UTILITY
(WATER & WASTE WATER)
C-006
S
IT
E U
TI
LI
TY
G U
LT
S
IT
E
N O
SEWER PROFILE CALCULATION
SCALE : NO TO SCALE
C-007
S
EW
ER
P
R O
FI
LE
C A
LC
U
LA
TI
O N
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IG
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B
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D W
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IT
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D B
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MB
100%
FINAL
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SUBMITTAL
FI
NA
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SI
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N O
:0
G
UL
| G-000-G-000 |
| G-001,-G-005 - C & EL DRAWINGS-G-001 |
| C-000-C-000 |
| C-001-C-001 EXISTING CONDITION OR DEMOLISHING PLAN |
| C-002,C-003-C-002 GENERAL SITE LAYOUT |
| C-002,C-003-C-003 GRADING AND STORM |
| C-003EC-C-003EC |
| EHIP083-C-005-C-005 |
| EHIP083-C-006-C-006 SITE UTILITIES SN |
| C-007-C-007 SITE UTILITIES SN (2) |
File details come from the government source that posted it. Updated .