3)_Drawing___CIVIL.PDF
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- W90VN819R0038
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Drawing 3. Civil
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| Submittal_Register.pdf | ||
| 2)_Drawing___ARCH.PDF | ||
| 1)_Drawing_files___Title.pdf | ||
| 4)_Drawing___ELEC.PDF | ||
| 7)_Drawing__FIRE.PDF | ||
| 5)_Drawing__MECH.PDF | ||
| 6)_Drawing__STRU.PDF | ||
| W90VN8-19-R-0038.pdf |
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D
2 3
C
4 5
A
B
NUMBER
IDENTIFICATION
SHEET
S E
T
ID
S c a le
A p p ro v e d b y
D w n b y
C k d b y
D e s ig n e d b y
D a te
P ro je c t n o
S u b m it te d b y
D ra w in g n o
R e v ie w e d b y D
A T
E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
U s in g A g e n c y
S a fe ty O ff ic e r
B ld g s
G ro u n d s
U ti li ti e s
F ir e P re v P ro t
In s p e c ti o n
O th e rs
R e v
D a te
IN
S
T A
L L
A T
IO
N M
A N
A G
E M
E N
T
C O
M M
A N
D -P
A C
IF
IC
DIRECTORATE OF PUBLIC WORKS
ENGINEERING DIVISION
IMCOM-Pacific
UNIT 15742, APO AP 96205-5742
D
IR
E C
T O
R A
T E O
F P
U B
L
IC
W
O R
K S
E N
G
IN
E E
R
IN
G D
IV
IS
IO
N
U N
IT
A P
O A
P
-5
U S A
R M
Y G
A R
R
IS
O N R
E D C
L O
U D
C H
O E S M
C A
M P B
O N
IF
A S
K O
R E
A
T R
A N
S C
E
IV
E R W
IT
H N
E W I
N C
L U
D
IN
G R
E P
A
IR
S -1
F E
W R
R
E P
L A
C E F
IR
E A
L A
R M B
U
IL
D
IN
G
A
P R
S-112
FFE 38.483
OUT 33.34
INV 33.35
TOP 35.93
SM
H
OUT 33.12
INV 33.16
TOP 35.79
SMH
OUT 33.21
INV 33.22
INV 34.64
TOP 35.91
SM
H
CB
TOP 37.05
INV 36.21
CB
TOP 38.13
INV 37.33
F/T
0PVC
P V
C
S 200PVC
S
P
V C
D
C P
D
C P
S
P V
C
300CP
FAN
S
D
TOP 35.857
DM
H
INV 34.077
S
S
INV 36.02
300CP
GW
D
TOP 36.40
DM
H
INV 35.11
C B
W V
W
CB
TOP 36.52
INV 35.65
C B
S-127
D
INV 36.24
TOP 37.47
DM
H
S
CP
IFEL 36.73
C B
W V
W
CP
P V
C
CP
INV 38.10
TOP 39.70
CB
C B
OUT 36.55
INV 36.58
TOP 37.67
SM
H
4m210
SCALE: 1:100
S-47
E X
IS
T A
C P
A V
E D R
O A
D
S-130
QUANTITYD E S C R I P T I O NITEM NO
R E M O V A L S C H E D U L E
R E M A R K
CONC SIDEWALK 68 M2
0.3M W CONC DITCH W/ STEEL GRATINGS 1 M
T=0.10M (CONC), T=0.30M (BASE COURSE)
ON THE CONTRACT DOCUMENTS REQUIREMENTS.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL QUANTITIES BASED
2. QUANTITIES SHOWN ARE APPROXIMATE AND ARE FOR BID PURPOSES ONLY, THE
0.3M W CONC COVERED DITCH 32 M
CONC DITCH CROSSING4 1 M2
1 4
N
REMOVAL PLAN
SCALE: 1:100
1. FOR CIVIL ABBREVIATIONS, GENERAL NOTES & LEGEND, SEE SHEET NO. G-004.
NOTES;
SODDING5 322 M2 T=0.10M
APPROX. PROJECT LIMIT
CD101
R E
M O
V A
L P
L A
N
J .K L E
E K .M
C H
A
W .I
B O
N
2 3
C
4 5
A
B
NUMBER
IDENTIFICATION
SHEET
S E
T
ID
S c a le
A p p ro v e d b y
D w n b y
C k d b y
D e s ig n e d b y
D a te
P ro je c t n o
S u b m it te d b y
D ra w in g n o
R e v ie w e d b y D
A T
E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
U s in g A g e n c y
S a fe ty O ff ic e r
B ld g s
G ro u n d s
U ti li ti e s
F ir e P re v P ro t
In s p e c ti o n
O th e rs
R e v
D a te
IN
S
T A
L L
A T
IO
N M
A N
A G
E M
E N
T
C O
M M
A N
D -P
A C
IF
IC
DIRECTORATE OF PUBLIC WORKS
ENGINEERING DIVISION
IMCOM-Pacific
UNIT 15742, APO AP 96205-5742
D
IR
E C
T O
R A
T E O
F P
U B
L
IC
W
O R
K S
E N
G
IN
E E
R
IN
G D
IV
IS
IO
N
U N
IT
A P
O A
P
-5
U S A
R M
Y G
A R
R
IS
O N R
E D C
L O
U D
C H
O E S M
C A
M P B
O N
IF
A S
K O
R E
A
T R
A N
S C
E
IV
E R W
IT
H N
E W I
N C
L U
D
IN
G R
E P
A
IR
S -1
F E
W R
R
E P
L A
C E F
IR
E A
L A
R M B
U
IL
D
A
P R
4m210
SCALE: 1:100
S-47
E X
IS
T A
C P
A V
E D R
O A
D
S-130
APPROX. A = 24 M2
REPLACE EXIST CONC SIDEWALK
APPROX. A = 93 M2
REPLACE EXIST SOLID SODDING
EXIST STONE WALL
APPROX. A = 59 M2
REPLACE EXIST SOLID SODDING
EXIST CONC SIDEWALK
EXIST CONC STEP W/ HANDRAIL
APPROX. A = 1 M2
REPLACE EXIST CONC DITCH CROSSING
EXIST CONC SIDEWALK
APPROX. PROJECT LIMIT
APPROX. A = 45 M2
REPLACE EXIST CONC SIDEWALK
APPROX. A = 162 M2
REPLACE EXIST SOLID SODDING
SEE MECH DWG SHEET MH102
(1.08M X 0.59M)
REPLACE CONC PAD FOR ACU
W/ STEEL GRATINGS
EXIST 0.3M W CONC DITCH
SITE LAYOUT PLAN
SCALE: 1:100
1. FOR CIVIL ABBREVIATIONS, GENERAL NOTES & LEGEND, SEE SHEET NO. G-004.
NOTES;
2. FOR DETAIL OF CONC SIDEWALK, SEE SHEET
C-501
3. FOR DETAIL OF CONC PAD, SEE SHEET
C-501
N
APPROX. A = 8 M2
REPLACE EXIST SOLID SODDING
CS101
S
IT
E L
A Y
O U
T P
L A
N
S-112
FFE 38.483
F/T
IFEL 36.73
S-127
ROOM
MECH
1.88 4.30 3.90 2.11 2.29 6.48 1.50 1.20
.2
1.20
.1
86.60
.4
.2
.9
.4
.5
36.52±
36.69 36.69
36.54± 36.51±36.53±36.62
36.62B
36.73T
.2
.0
.4
0.760.59
.6
.2
4.52 1.20
.5
1.10
0.451 .8
.0
.9
.2
1.20 1.10
.2
.5
.5
1.20
FAN
S
D
S
S
GW
D
C B
W
C B
D
S
CP
C B
W
CP
CP
C B
2 3
C
4 5
A
B
NUMBER
IDENTIFICATION
SHEET
S E
T
ID
S c a le
A p p ro v e d b y
D w n b y
C k d b y
D e s ig n e d b y
D a te
P ro je c t n o
S u b m it te d b y
D ra w in g n o
R e v ie w e d b y D
A T
E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
U s in g A g e n c y
S a fe ty O ff ic e r
B ld g s
G ro u n d s
U ti li ti e s
F ir e P re v P ro t
In s p e c ti o n
O th e rs
R e v
D a te
IN
S
T A
L L
A T
IO
N M
A N
A G
E M
E N
T
C O
M M
A N
D -P
A C
IF
IC
DIRECTORATE OF PUBLIC WORKS
ENGINEERING DIVISION
IMCOM-Pacific
UNIT 15742, APO AP 96205-5742
D
IR
E C
T O
R A
T E O
F P
U B
L
IC
W
O R
K S
E N
G
IN
E E
R
IN
G D
IV
IS
IO
N
U N
IT
A P
O A
P
-5
U S A
R M
Y G
A R
R
IS
O N R
E D C
L O
U D
C H
O E S M
C A
M P B
O N
IF
A S
K O
R E
A
T R
A N
S C
E
IV
E R W
IT
H N
E W I
N C
L U
D
IN
G R
E P
A
IR
S -1
F E
W R
R
E P
L A
C E F
IR
E A
L A
R M B
U
IL
D
A
P R
4m210
SCALE: 1:100
E X
IS
T A
C P
A V
E D R
O A
D
OUTL INVT EL 35.65± (EXIST)
INL INVT EL 35.92± (EXIST)
TOP EL 36.52± (EXIST)
0.3M W CONC COVERED DITCH
CONN TO EXIST CB
STA 0+00 DL "A"
APPROX. PROJECT LIMIT
W/ STEEL GRATINGS
EXIST 0.3M W CONC DITCH
W/ STEEL GRATINGS
EXIST 0.6M W CONC DITCH
INVT EL 36.11± (EXIST)
TOP EL 36.51± (EXIST)
0.3M W CONC COVERED DITCH
STA 0+32.66 DL "A"
W/ STEEL GRATINGS
EXIST 0.3M W CONC DITCH
EXIST CONC COVERED DITCH
W/ STEEL GRATINGS
EXIST 0.3M W CONC DITCH
DL "A"
INVT EL 35.97± (EXIST)
TOP EL 36.52± (EXIST)
0.3M W CONC COVERED DITCH
STA 0+03.23 DL "A"
W/ STEEL GRATINGS
EXIST 0.3M W CONC DITCH
DRAINAGE PLAN
SCALE: 1:100
1. FOR CIVIL ABBREVIATIONS, GENERAL NOTES & LEGEND, SEE SHEET NO. G-004.
NOTES;
2. FOR DRAIN LINE PROFILE, SEE SHEET NO. CG201.
3. FOR DETAIL OF CONC COVERED DITCH , SEE SHEET
C-501
N
S-47
S-130
CG101
D R
A
IN
A G
E P
L A
N
S-112
FFE 38.483
CB
TOP 37.05
INV 36.21
CB
TOP 38.13
INV 37.33
F/T
IFEL 36.73
S-127
ROOM
MECH
0.3M W CONC COVERED DITCH36.52±
36.69 36.69
36.54± 36.51±36.53±36.62
36.62B
36.73T
35.68
D
C P
D
C P
300CP
FAN
33.82
34.12
34.57
34.59
34.60
34.63
34.67
34.68
34.76
34.86 34.87
34.93 34.98
35.03
35.04
35.05
35.05
35.09
35.13
35.18
35.19
35.29
35.31
35.33
35.49
35.73
35.76
S
D
TOP 35.857
DM
H
INV 34.077
S
S
INV 36.02
300CP
36.06
36.11
36.17
36.17
36.19
36.23
36.35
GW
36.38
36.38
36.39
36.38
36.39
D
TOP 36.40
DM
H
INV 35.11
36.43 36.46
36.47
36.49
36.49
36.49
36.49
36.50
36.48
36.51
36.51
36.51
36.51
36.52
C B
36.52
36.5236.52
36.53
36.53
36.53
36.54
36.54
36.54
36.54
36.54
36.55
36.55
36.55
36.56
36.56
36.56
36.57 36.57
36.57
36.58
36.58
36.58
36.58 36.58
36.59
36.59 36.61
W
36.64
36.68
CB
TOP 36.52
INV 35.65
36.74
36.91
36.92
37.05
C B
37.23
37.37
37.44
37.45
D
INV 36.24
TOP 37.47
DM
H
37.47
37.50
37.52
37.63
37.63
37.64
37.64
37.66
S 37.67
37.69
37.75
CP
37.82
37.87
37.95
38.07
C B
38.13
38.14
38.16
38.19
38.21
38.24
38.24 38.24
38.27
W
38.27
38.22
38.32
38.36
38.37
CP
39.08
39.15
39.31
39.60
39.61
39.66
CP
39.66
INV 38.10
TOP 39.70
CB
C B
36.52
2 3
C
4 5
A
B
NUMBER
IDENTIFICATION
SHEET
S E
T
ID
S c a le
A p p ro v e d b y
D w n b y
C k d b y
D e s ig n e d b y
D a te
P ro je c t n o
S u b m it te d b y
D ra w in g n o
R e v ie w e d b y D
A T
E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
U s in g A g e n c y
S a fe ty O ff ic e r
B ld g s
G ro u n d s
U ti li ti e s
F ir e P re v P ro t
In s p e c ti o n
O th e rs
R e v
D a te
IN
S
T A
L L
A T
IO
N M
A N
A G
E M
E N
T
C O
M M
A N
D -P
A C
IF
IC
DIRECTORATE OF PUBLIC WORKS
ENGINEERING DIVISION
IMCOM-Pacific
UNIT 15742, APO AP 96205-5742
D
IR
E C
T O
R A
T E O
F P
U B
L
IC
W
O R
K S
E N
G
IN
E E
R
IN
G D
IV
IS
IO
N
U N
IT
A P
O A
P
-5
U S A
R M
Y G
A R
R
IS
O N R
E D C
L O
U D
C H
O E S M
C A
M P B
O N
IF
A S
K O
R E
A
T R
A N
S C
E
IV
E R W
IT
H N
E W I
N C
L U
D
IN
G R
E P
A
IR
S -1
F E
W R
R
E P
L A
C E F
IR
E A
L A
R M B
U
IL
D
A
P R
PROFILE - DRAIN LINE "A"
SCALE: HORIZ 1 : 100
VERT 1 : 20
OUTL INVT EL 35.65± (EXIST)
INL INVT EL 35.92± (EXIST)
TOP EL 36.52± (EXIST)
0.3M W CONC COVERED DITCH
CONN TO EXIST CB
STA 0+00 DL "A"
INVT EL 35.97± (EXIST)
TOP EL 36.52± (EXIST)
0.3M W CONC COVERED DITCH
STA 0+03.23 DL "A"
INVT EL 36.11± (EXIST)
TOP EL 36.51± (EXIST)
0.3M W CONC COVERED DITCH
STA 0+32.66 DL "A"
L=2.73M @ 1.83%
0.3M W CONC COVERED DITCH
L=29.43M @ 0.48%
0.3M W CONC COVERED DITCH
TOP EL 36.53± (EXIST)
0.3M W CONC COVERED DITCH
STA 0+22.45 DL "A"
TOP EL 36.54± (EXIST)
COVERED DITCH
0.3M W CONC
STA 0+16.74 DL "A"
TOP EL 36.69
0.3M W CONC COVERED DITCH
STA 0+12.34 DL "A"
TOP EL 36.69
COVERED DITCH
0.3M W CONC
STA 0+08.44 DL "A"
EXIST GROUND
0.8m0.40.20
SCALE: 1:20
4m210
SCALE: 1:100
CG201
D R
A
IN
L
IN
E P
R O
F
IL
E
2 3
C
4 5
A
B
NUMBER
IDENTIFICATION
SHEET
S E
T
ID
S c a le
A p p ro v e d b y
D w n b y
C k d b y
D e s ig n e d b y
D a te
P ro je c t n o
S u b m it te d b y
D ra w in g n o
R e v ie w e d b y D
A T
E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
U s in g A g e n c y
S a fe ty O ff ic e r
B ld g s
G ro u n d s
U ti li ti e s
F ir e P re v P ro t
In s p e c ti o n
O th e rs
R e v
D a te
IN
S
T A
L L
A T
IO
N M
A N
A G
E M
E N
T
C O
M M
A N
D -P
A C
IF
IC
DIRECTORATE OF PUBLIC WORKS
ENGINEERING DIVISION
IMCOM-Pacific
UNIT 15742, APO AP 96205-5742
D
IR
E C
T O
R A
T E O
F P
U B
L
IC
W
O R
K S
E N
G
IN
E E
R
IN
G D
IV
IS
IO
N
U N
IT
A P
O A
P
-5
U S A
R M
Y G
A R
R
IS
O N R
E D C
L O
U D
C H
O E S M
C A
M P B
O N
IF
A S
K O
R E
A
T R
A N
S C
E
IV
E R W
IT
H N
E W I
N C
L U
D
IN
G R
E P
A
IR
S -1
F E
W R
R
E P
L A
C E F
IR
E A
L A
R M B
U
IL
D
A
P R
D13 @ 100mm OC EW
CONC COVER
V A
R
12.5
100100
12.5
OC EW
D13 @ 200mm
@ 300mm OC
20mm X150mm
ANCHOR
50mm X 50mm X 5mm
ANGLE
50 115
4B
C-501
5A
SECTION
5B
CONC COVER DETAIL
CONC COVERED DITCH
NOT TO SCALE
SUBBASE COURSE
25mm WHITE GRAVEL
SUB GRADE
LONGITUDINAL SECTION
SIDEWALK
15mm EXP JT
2%
COMPACTED BASE COURSE
D13 @ 200 EACHWAY
CONCRETE CLASS "A"
2A
CONC STEPS
NOT TO SCALE
DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE NOTED.
NOTE:
GRAVEL PAVEMENT
NOT TO SCALE
3R
JOINT FILLER
JOINT SEALER
3R
CENTERED IN SLAB
100 PCC W/ 150X150 - 4.0DIA X 4.0DIA(#8) WWF
SUBGRADE TO 90% COMPACTION
COMPACT TOP 150 OF EXISTING
MAT'L, 85% COMP
UNCLASSIFIED
95% COMPACTION
300 MIN CLASSIFIED MATERIAL
2%
TYP
VAR
COMPACTED NON-FROST-SUSCEPTIBLE
MATERIAL (NFSM) BASE
NOTE:
NOTE:
3B
CONTRACTION JOINT
3C
EXPANSION JOINT
OF THE AGGREGATE USED.
THICKNESS, BUT NOT LESS THAN THE MAXIMUM NOMINAL SIZE
AT LEAST ONE-FOURTH (1/4) OF THE SIDEWALK SLAB
EXCEED 1.25. THE DEPTH OF THE CONTRACTION JOINT WILL BE
THAT THE RATIO OF SLAB LENGTH TO WIDTH WILL NOT
TRANSVERSE CONTRACTION JOINTS SHALL BE SPACED SO
AND WHERE WALKS ABUT OTHER CONC STRUCTURES.
FOR STRAIGHT SECTIONS, AT ALL RETURNS OF WALKS,
PROVIDE EXPANSION JOINTS AT MAX 15M INTERVALS
CONC SIDEWALK
NOT TO SCALE
15R
15 EXP JT
SEE DETAIL
SAFETY NOSING 2B
C-501
SAFETY NOSING DETAIL
R
IS
E R
.5
ABRASIVE SURFACE
SAFETY NOSING W/
CONC. STAIR
MFR STD
ANCHOR PER
TREAD
2B
OC EW
D13 @ 100mm
25 CHAMFER
D16 @ 250 OC
100 THK LEAN CONC
GRAVEL FILL
150 THK COMPACTED
88 CLR
150 250 250 150
C
L R
C
L
R NFSM
WIDTH
FOR
1,080
LENGTH
PAD SIZE(MM)
REMARKS
HEAT PUMP UNIT 590
AMOUNT
(EA)
CONC PAD
NOT TO SCALE
GRADE
FNSH
SIDEWALK
3A
SECTION
NOTE:
WHEN SIDEWALK MEET BUILDING OR STRUCTURE.
THE CONTRACTOR SHALL PROVIDE NFSM BASE UNTIL FROST DEPTH
3R3R
SEEDING
TOPSOIL AND
150 150
80 50 80
C-501
M
IS
C D
E T
A
IL
S
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