03_DwgsQuadD_02b-C_2of2.pdf
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D
2 3
C
4 5
A
B of Engineers
US Army Corps
/3
/2
:3
:1
P
M D
A T
E T
IM
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IP
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P R
IN
T E
D B
Y
P O
H -A
P F
T S
L A
S T S
A V
E D B
Y
IS
S
U E D
A T
E
S O
L
IC
IT
C
O N
T R
A C
T N
O
L O
C A
T
IO
N N
O
SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
R
P L
O T D
A T
E
F
IL
E N
A M
E
P L
O T S
C A
L E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
M A
R K
D A
T E
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
ANSI D 22 x 34
-1
-5
R T
A J
U L
Y hedge(h=6') cbmh top=864.99 inv=861.84(inv) cbmh top=864.93 cbmh top=864.86 monkey pod d=4.0 h=50 s=90 hibiscus (h=6') emh top=866.86 lt std mock orange (h=5') metal box dmh top=865.29 headquarters #449 sign mock orange (h=5')
T H R E E S T O R Y C O N C R E T E B U I L D I N G # 4 4 9 cbmh top=864.99 one way sign telephone box h e b o x
CONCRETE SIDEWALK CONCRETE SIDEWALK
A C
L O
W
P O
IN
T
AC LOW
dmh top=865.81 metal box metal box
T
H
R
E
S
O
Y
C
N
B
U
I
L
G
.4 tc
.1 a c
.5 tc
.1 a c fh
.0 tc
.3 g u t
865.12tc 864.40gut
.1 tc
.6 g u t
864.86tc 864.50ac
.86 tc
.24 gut
.8 tc
.2 g u t
.09t w8 .8 s w
869.09tw 865.81s/w (2)CONCRETE
WALLS
864.99tc 864.21gut hedge (h=5') AC
HIGH
POINT
866.21tc
865.91ac 866.1
1tc
865.7 8ac
.7 tc
.3 a c
864.89tc 864.60ac
865.32tc 864.70ac
864.86tc 864.40ac
866.60box 865.81grd
866.11tc 865.71ac
865.24tc
864.96ac
864.
80tc
864.
34ac
864.96tc 864.57ac
(2)concrete slab w/ vault
866.86s/w 866.67grd
866.99s/w 866.80grd
.03 tc866
.53 ac
861.78grd
.4 tc
.2 a c
.9 tc
.6 a c
866.76tc
866.21ac 867.03tc 866.53ac hibiscus (h=4.0')
6.3
7tc86 5.9
1a c one way sign
.0 tc
.9 a c
866.99s/w 866.80grd
868.99tw
865.78grd
.0 tc
.7 a c
6.
tc
5.
ac
866.44tc 866.07ac
865.09tc 864.60ac
.2 tc
.8 a c metal box
864.93tc
864.14gut
TOP
OF
BANK
CONCRETE CURB
CONCRETE CURB
C O
N C
R E T E
S
ID
E W
A L K
865.12tc 864.86ac
CONCRETE SIDEWALK
C O
N C
R E
R B
865.68tc 865.26ac top=866.27 hedge (h=4')
TOP OF BANK
smh top=866.34 hedge (h=6') box metal h e d g e
(h headquarters #449 sign utility box bush h=6' mh top=865.55
CONCRETE SIDEWALK CONCRETE SIDEWALK CONCRETE SIDEWALK
866.08tc 865.85ac
865.98tc 865.75ac 8
.0 tc
.1 gu t cbmh top=866.04 inv=862.99
.0 tc
.6 g u t
866.01tc865.52gut
865.88tc 865.52ac
865.65tc 865.32ac cbmh top=865.49 inv=862.43
865.52tc 865.29ac
5.
tc
4.
gu t
865.42tc 864.60gut
.3 tc
.0 g u t
865.58tc 865.26ac
865.52tc
865.12gut
865.39tc 865.09ac
865.29tc 864.93ac
5.
tc
4.
gu t 865.26tc
864.63gut
.2 tc
.6 g u t cbmh top=865.29 inv=862.76 dmh top=263.94 inv=262.37 top=263.83(grd)
865.16tc 864.96ac electric box
865.26tc 865.03ac st.lt.(abandon) 865.49top 865.03grd
865.68top 863.68grd dmh top=866.11 inv=861.55
865.39tc 865.03ac hose bibb
865.55tc 865.19ac
866.83top
866.47grd
.3 g rd
865.58tc 865.32ac
5.
tc
5.
gu t
.9 tc
.5 g u t
.1 tc
.7 g u t
.3 tc
.8 g u t
866.44tc
866.21ac h e d g e
(h .0
.1 tc
.0 a c
.9 tc
.7 a c
865.81tc
864.86gut cbmh top=865.78 inv=862.14
865.65tc
865.49ac dmh top=866.37 inv=862.27
D24" e le c b o x rubber d=2.0 h=20 s=20 guard post guard post guard post guard post palm d=2.0 h=16
S O
ID
W
IT
E
S T R
IP
IN
G
TILE
BUILDING
C O
N C
R E T E
S
ID
E W
A L K
.9 tc
.5 a c
.9 tc
.4 a c
.9 tc
.4 a c guard post
.9 tc
.4 a c
.0 tc
.5 a c
Y
C O
N C
R E T E
C U
R B pull-up bar
S T O
R Y
C O
N C
R E
IL
D
IN
G tree
S T E P
S T E P
``BUILDING 452"
SIGN
H=6.0
``building 452" sign h=6.0 hemh(in conc) top=868.93 lt std wv top=867.75 d m h (i n c o n c to p .7 w v to p .3 wv top=867.55
C U
R B
C O
N C
R E T E
C U
R B
C O
N C
R E T E
.2 tc
.9 a c
.1 tc
.8 a c
.9 tc
.7 a c
.9 tc
.4 a c
.9 tc
.4 a c
.9 tc
.6 a c
.7 tc
.4 ac
866.50tc 866.21ac
866.87tc 866.57ac
866.93tc
866.63ac
.8 tc
.4 a c
.9 tc
.5 a c
.9 tc
.7 a c
.0 tc
.9 a c
.1 tc
.9 a c cbmh top=866.96
S
W C
O N
C s m h to p .7
866.83
866.73tc
866.34ac
866.96tc
866.57ac
866.73tc
866.34ac
866.63tc
866.24ac
866.67tc
866.27ac
866.77tc
866.37ac s
866.67tc
866.47ac
866.63tc
866.44ac
866.44tc
866.04ac
866.40tc
866.01ac
866.54tc
866.34ac
866.67tc
866.47ac
866.73tc
866.54ac
866.73tc
866.54ac
866.86tc
866.37ac
866.77tc
866.37ac
.9 tc
.8 a c
.0 tc
.5 a c
.9 tc
.7 a c
867.16tc
866.66ac
866.73tc
866.54ac
866.77tc
866.57ac
.9 tc
.4 a c
.9 tc
.4 a c
.8 tc
.6 a c
.9 tc
.7 .ac
866.70tc
866.50ac
866.54tc
866.24ac tulip d=6.0 h=49 s=32 african
.1 tc
.8 a c
.9 tc
.7 a c
.1 tc
.9 a c
.1 tc
.9 a c inv=862.78 inv=862.47
865.32tc
865.00ac
865.32tc 864.99ac
865.19tc
864.93ac 865.19tc 864.93ac
865.26tc 864.89ac
865.12tc 864.76ac
864.83tc 864.63ac
.8 tc
.4 a c
864.76tc
864.37ac 865.32tc 864.73ac
865.08tc 864.70ac
865.78tc 865.39ac
865.71tc
865.32ac 865.65tc 865.26ac
865.03tc 864.63ac
865.29tc 864.80ac
865.51tc 864.96ac
865.52tc 864.96ac
CONCRETE
TOP
OF BANK
rubber d=1.5 h=20 s=10 inv=859.48 inv=860.14
(2)STEPS
one way, stop & no rt. turn sign hedge (h=4.5) inv=862.24
865.88tc 865.62ac
GUTTER
CONCRETE
D24" inv=862.60
D
D24"
D
D " inv=858.43
CONCRETE
CURB
CONCRETE CURB
CONCRETE CURB
CONCRETE CURB
CONCRETE CURB CONCRETE CURB CONCRETE
CROSS-WALK
CROSS
WALK
R A I S E D P A V E M E N T M A R K E R S
D
W 8"
3/ 4"
G
U E
U E in v .6
0 ts=865.55
S
S
S
W A I A N A E A V E N U E
.1
868.09
867.94 867.55
867.31
866.76 864.07867.42
867.22
867.06
867.85
865.32
865.45865.48
.9
864.99 865.19
.2
.9
864.93 865.03
.9
865.09
865.09
865.26865.22865.32865.45865.45
866.17
867.19
866.57
865.98
865.85 865.85
865.98
865.81
864.96
865.52
865.29
865.62
865.91
865.85
864.83
865.35
866.07
867.35
.0
866.96
7.
867.03866.57
866.7686 6.
.5
866.86
.0
866.80
865.39
865.55865.58
866.3786 5.
867.55
867.19
866.07
866.50
6.
.1
.4
.6
.5
.4
9 865.55
.8
5.
.7
.0
866.07 865.94
.4
865.48 865.58
.6
8 8 .2
865.39
866.84
866.14866.27866.30866.3
866.24 866.40
866.40
866.07
866.34
866.44
.3
866.75
866.50
.4
866.96
866.67
865.42
865.48
865.75
867.62
866.24 866.21 865.11 863.53 865.55 865.65 865.55 866.04
865.98
S10"
S
866.93 s te p s te p
.1
867.26
867.15
868.86
868.34
.3 fi n fl r
867.42
867.29
867.26
.8
867.94
868.04
867.88
867.98
867.98
867.88
.8
868.34 f.f.
867.26
867.26
867.68
.8
868.04
868.04
867.72
867.98
868.40
868.57
868.08
867.88
.8
.6
.0
.0
867.72grd
867.78grd
S
S
U/E
U/E U/E
U/E
U/ E
D
D12"D10" coco d=1.7 h=49 coco d=1.5 h=49
.8
.3
.2
6 867.26
867.29 867.68
867.78
.8
867.88
867.68
867.68 867.22
.1
867.12
.1
.1
867.19
.1
2 867.09
867.26
867.78
868.08
867.128 .1
.0
3 867.03
867.12 867.72
867.81
.8
.7
867.68
867.61
867.03
.9 0 866.73
866.53
867.19
.7
868.04
868.01
867.55
867.55
.7
.1
.0
.9
.1
.1
.2
.7
.7
867.88
8.
.8
867.65
867.22
868.01
867.06
866.57
.4
866.93 pine d=.7 milo d=1.5 h=32 s=40 c o c o d .2 h
866.50
866.86 ff=867.78 ff=867.82
866.73 866.89 866.96
866.86
866.77866.73
866.90866.86866.76866.76866.83
867.03
867.19
867.55
867.45 866.96
866.86866.80 866.66
.0
866.66
.0
86689866.89
6.
867.67
867.71
.9
.7
7.
12866.80
867.03
.0
.0
7.
867.29867.58
867.71
.7
867.78 866.99
.0
867.68
868.57
867.71
.0
7.
867.26867.09
.1
867.42
.1
.2
867.55
.2
7.
867.35 867.29
.3
867.65
867.78 867.71
.7
868.01
867.75
867.52
.3
7.
.3 fi n fl r
.0
.0
867.35
867.52
``bldg 451"
``bldg 451" lt std electric box
D36" D36"
D
D
D
D48"
D
D
S
3/4"G
"G
R
3/4"G
R3/4"G
"G fh-d-4 fh-d-7 fh-d-1
W4"
S
S
D
S
D
S
S
W
S
D
W
W W
W
W W
E/W12E/W12 E/W12
W
W
WW
D
S
S
W
W
W
S
S
W
W shed
BOULDER
N O P
A R
K
IN
G
N O P
A R
K
IN
G
NO PARKING NO PARKING NO PARKING NO PARKING
NO PARKING NO PARKING NO PARKING NO PARKING
S S
T H R E E S T O R Y C O N C R E T E B U I L D I N G # 4 4 9
J E
C J
E
C H
E N S P
O H
A N
S I
D
N K J
N
C L
T H
:1
CG101
F O
R T S
H A
F T
E R
H I -5
D E
S
IG
N B
R A
N C
H
B U
IL
D
IN
G
HONOLULU DISTRICT
H O
N O
L U
L U D
IS
T R
IC
T S
C H
O F
IE
L D B
A R
R A
C K
S
O A
H U
H A
W A
II
R E
P A
IR
B
U
IL
D
IN
G
Q U
A D D
F Y P
K G A -0
F T S
H A
F T
E R
H A
W A
II
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
S
IT
E G
R A
D
IN
G A
N D D
R A
IN
A G
E P
L A
N
FF=867.80
B L
B L
BLDG #449
82.81' 312°22'04"
61.05
139°14'37"
71.72
139°14'37"
.5
°0
'2
30.96'
136°36'13"
.4
°5
'1
85.23'
319°14'37"
SCALE : 1"=20'
40'10'0 20'
SCALE: 1"=20'
A1
D18
NN
SITE GRADING AND DRAINAGE PLAN
C1
CG301
B1
D
D18
D
D18 D18
C2
C-508
C-504
INV=861.60
TOP=865.35
FI-1
NEW FIELD INLET
BEGIN DL "A"
DL "A" STA 0+00
INV=861.34
TOP=865.58
FI-2
NEW FIELD INLET
DL "A" STA 0+51.43
INV=860.92
TOP=865.20
FI-3
NEW FIELD INLET
DL "A" STA 1+34.24
865.75BC
866.25TC
B4
E=1622576.29
N=118108.64
INV=860.10
TOP=867.00
CONN TO EXIST DI
END DL "B"
DL "B" STA 1+94.34
INV=861.55
TOP=865.30
FI-4
NEW FIELD INLET
BEGIN DL "B"
DL "B" STA 0+00
INV=861.05
TOP=865.20
FI-5
NEW FIELD INLET
DL "B" STA 0+72.72
INV=862.00
TOP=866.90
CI-7
NEW CURB INLET
BEGIN DL "C"
DL "C" STA 0+00
LIMITS
PROJECT
LIMITS
PROJECT
LIMITS
PROJECT
INV=860.49
TOP=865.20
FI-6
NEW FIELD INLET
END DL "A"
=DL "A" STA 2+19.47
DL "B" STA 1+32.77
E=1622667.23
N=118063.85
=INV(OUT)=859.57
INV(IN)(EXST D18)
INV(IN)(NEW D18)=861.50
TOP=866.90
CONN TO EXIST DI
END DL "C"
DL "C" STA 0+30.96
TOTAL OF 7, TYP
PIPE UNDER SIDEWALK
CONN TO 4" DIP
BELOW FINISHED GRADE.
RECTANGULAR DOWNSPOUT
CONTINUE EXST 4"X5"
866.68
866.10BC
866.60TC
865.72BC
866.22TC
865.67BC
866.17TC
866.04BC
866.54TC
865.82BC
866.32TC
866.10BC
866.60TC
865.94BC
866.44TC
865.86BC
866.09TC
865.56BC
866.02TC
866.40BC
866.90TC
866.63BC
866.85TC
866.20
866.86
866.93
866.99
867.02
866.40
866.99
866.47
866.80866.80
866.80866.80
866.25BC
866.75TC
866.97BC
867.47TC
866.57BC
867.06TC
866.20BC
866.70TC
866.20BC
866.70TC
866.66BC
867.16TC
865.81BW
869.09TW
864.96BC
865.46TC864.96BC
865.46TC
865.81BW
869.09TW
866.68
866.10BC
866.60TC
866.34BC
866.84TC
865.81BC
866.31TC
865.38BC
865.88TC
866.37BC
866.87TC
866.72BC
867.22TC
866.40BC
866.90TC
866.03
865.70
865.92BC
866.42TC
866.06BC
866.56TC
865.92BC
866.42TC
865.98865.54
1.8%
3.3%
.6
.1
.9
1.5%
.0
.5
.3
1.6%
2.2
.1
2.
3%2.3%2.2%
3.6%
4.
8%
866.73
1.8
.3
2.5
.9
%2.7%
.5
1.6
1.7%
4.
5%
2.2% 2.
4%
2.4%
.0
5.0%
SCALE : 1"=10'
D2
INSET A
866.10BC
866.60TC
866.10BC
866.60TC
866.68 SW
867.21 LANAI
866.18 SW
867.21 LANAI
=867.21 SW
867.21 LANAI
866.68 SW
867.21 LANAI
2.7%2.8%
866.10
SEE INSET A, ABOVE
866.17
865.63
D18
865.81
865.92
866.07
866.22BC
866.72TC
866.08BC
866.58TC
866.16BC
866.66TC
EXISTING BREEZEWAY
ADA/ABA ACCESSIBLE ROUTE
LEGEND
866.10
EXISTING LANAIEXISTING LANAI
866.71 SW
867.21 LANAI
866.71 SW
867.21 LANAI
866.10BC
867.13TC
866.10 BC
867.13 TC
4.2%4.2%4.5% 4.5%
866.10BC
866.63TC
866.68SW
867.21LANAI
=867.21SW
867.21LANAI
.5
HANDRAIL
BEGIN
866.10BC
866.68TC
HANDRAIL
END
866.10BC
866.63TC
HANDRAIL
BEGIN
866.10BC
866.63TC
END HANDRAIL
866.10 BC
866.60 TC
0.0% 0.0%
.5
.5
866.71SW
867.21LANAI
8' 8'
0.0%0.0%
2 3
C
4 5
A
B of Engineers
US Army Corps
/3
/2
:3
:0
P
M D
A T
E T
IM
E
M O
D E
L N
A M
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F
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P L
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D R
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G ra y S c a le
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C o m m o n F il e s \I n te rP lo t\
IP
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P R
IN
T E
D B
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P O
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P F
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L A
S T S
A V
E D B
Y
IS
S
U E D
A T
E
S O
L
IC
IT
C
O N
T R
A C
T N
O
L O
C A
T
IO
N N
O
SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
R
P L
O T D
A T
E
F
IL
E N
A M
E
P L
O T S
C A
L E
S
IZ
E
M A
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D E
S C
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IP
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N A
P P
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M A
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D A
T E
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
ANSI D 22 x 34
-1
-5
R T
A J
U L
Y
VERT: 1"=4'
SCALES: HORIZ: 1"=20'
B1
GRADING SECTION B
VERT: 1"=4'
SCALES: HORIZ: 1"=20'
C1
4+000+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
5+004+50
0+00 0+50 1+00 1+50 2+00
GRADING SECTION A
860 860
D E
S
IG
N B
R A
N
A
S
H
C L
L E
E
C H
E N S P
O H
40'10'0 20'
0 4' 8'
B U
IL
D
IN
G
F T S
H A
F T
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H I -5
K J
N
:1
G R
A D
IN
G S
E C
T
IO
N S
R E
P A
IR
B
U
IL
D
IN
G
Q U
A D D
F Y P
K G A -0
S C
H O
F
IE
L D B
A R
R A
C K
S
O A
H U
H A
W A
II
U S A
R M
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P S O
F E
N G
IN
E E
R S
F T S
H A
F T
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H A
W A
II
H O
N O
L U
L U D
IS
T R
IC
T
HONOLULU DISTRICT
FINISH FLOOR EL = 867.80
APPROX. EXISTING
AVE
WAIANAE
APPROX. EXISTING FINISH FLOOR EL = 867.80
BREEZEWAY EL = 867.21
APPROX. EXISTING
SCALE : 1"=20'
SCALE : 1"=4'
EXIST GRADE
& SIDEWALK
NEW CONC CURB
EXIST D12
EXIST GRADE
PVMT
NEW AC
EXIST GRADE
PVMT
NEW AC
& SIDEWALK
NEW CONC CURB
EXIST GRADE
CURB
NEW CONC
FINISH GRADE
NEW D18
EXIST D12
NEW CONC WALKWAY
EXIST W12& SIDEWALK
NEW CONC CURB
GUTTER, & SIDEWALK
NEW CONC CURB,
E
C J
C-501
E
S
IG
N B
R A
N C
H L E
E
C H
E N S P
O H
A N
S I
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N K J
N
:1
C L
T H
B U
IL
D
IN
G
F O
R T S
H A
F T
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H I -5
AS NOTED ON PLAN
T Y
P
8"
"4
2" CLR.
A G
G R
E G
A T
E
V A
R
IE
S
D E
E P C
U T
EXPANSION JOINT
EJ
SAW CUT JOINT
SCJ
CONSTRUCTION JOINT
CJ
6" 6"
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
F T S
H A
F T
E R
H A
W A
II
H O
N O
L U
L U D
IS
T R
IC
T S
C H
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L D B
A R
R A
C K
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H U
H A
W A
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P S O
F E
N G
IN
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R S
C
IV
IL
D
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A
IL
S
2'-6 3/ 4"
1'-11 3/ 4"
7"
6"
3/ 4"
2'-7 1/ 2"
1"
1'-0"
HONOLULU DISTRICT
F Y P
K G A -0
6"
7"
N O
T E
S
4' O.C. MAX
SEE PLAN
M
IN
4"
L
R
.5
8"
8"
D
2 3
C
4 5
A
B of Engineers
US Army Corps
/3
/2
:3
:1
P
M D
A T
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IM
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M O
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C o m m o n F il e s \I n te rP lo t\
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P R
IN
T E
D B
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P O
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S O
L
IC
IT
C
O N
T R
A C
T N
O
L O
C A
T
IO
N N
O
SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
R
P L
O T D
A T
E
F
IL
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A M
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P L
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C A
L E
S
IZ
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M A
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D E
S C
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IP
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N A
P P
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M A
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D A
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D E
S C
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IP
T
IO
N D
A T
E A
P P
R
ANSI D 22 x 34
-1
-5
R T
A J
U L
Y
FINISH)
IN SLAB. (BROOM
WWF REINF. CENTERED
4" THICK W/ 6x6-W2.9
2% MAX.
CROSS SLOPE
SUBGRADE
6" COMPACTED
CON'T
1-#4 (T & B)
(TYP.)
EDGER
FINISH W/
X-SECTION
EXCEED 2%.
SHALL NOT
ACCESSIBLE ROUTE
ALONG THE
THE CROSS SLOPE
NOTE:
D2
SCALE: 1" = 1'-0"
COMPACTED SUBGRADE
BASE COURSE
6" MIN. COMPACTED
WAYS MIDPOINT
#4 @ 12" O.C. BOTH
SEALANT
1/4" WIDE FILL WITH
OR BUTTS AGAINST A CURB OR STRUCTURE.DIRECTIONS
EXPANSION JOINTS TO BE SPACED AT A MAXIMUM OF 50 FOOT INTERVALS AND WHERE WALKWAY CHANGES 6.
SIDES EQUAL TO SIDEWALK WIDTH, IN 5 FOOT SQUARES OR AS OTHERWISE SHOWN ON THE PLANS.SQUARES WITH
ALL PROPOSED WALKWAYS SHALL BE BROOM FINISHED. THE FINISHED SURFACE SHALL BE SCORED INTO 5.
ALL CONTROL JOINTS SHALL BE STRAIGHT AND PERPENDICULAR TO CENTERLINE OF WALKWAY. 4.
ALL SAW CUT JOINTS SHALL BE CLEAN AND FREE OF DIRT, DUST AND WATER PRIOR TO PLACEMENT OF SEALANTS.3.
ALL CONTROL JOINTS SHALL BE SAW CUT WITHIN 24 HOURS OF PLACEMENT OF SEALANT.2.
FEET.
MAXIMUM SPACING BETWEEN ANY TWO CONSECUTIVE CONTROL JOINTS OR CONSTRUCTION JOINTS SHALL BE 6 1.
JOINTING NOTES:
FILLER
IMPREGNATED
ASPHALT
FIBERBOARD
1/2" PREMOLDED
BASIN/UTIL BOXES
WALL/COLUMN/CATCH
BUILDING
WITH SEALANT
1/4" WIDE FILL
2-#4
GREASE ONE END
BAR @ 24" O.C.
18" SMOOTH #4
A1
JOINTING DETAIL
SCALE : 1"=1'-0"
C1
CURB AND GUTTER DETAIL
CAST-IN-PLACE INTEGRAL
NOT TO SCALE
R=1/4"
R=1"
CURB GRADE
SLOPE 1" TO 20"
/1
CONCRETE WALKWAY DETAIL
D1
TYPICAL AC PAVEMENT SECTION
NOT TO SCALE
TRANSITION
NEW A.C. PAVEMENT EXISTING PAVEMENT
PAVEMENT (TYP.)
EDGE OF EXIST.
APPLY TACK COAT TO
EXIST. A.C. PAVEMENT
BASE COURSE
EXIST. AGGREGATE
PRIME COAT
THICKNESS (6" MIN.)
AGGREGATE BASE
MATCH EXISTING
SAWCUT
AND QUALITY.
EXIST. IN THICKNESS
OR BETTER THAN
RESTORED TO EQUAL
STRUCTURE SHALL BE
PAVEMENT
NOTE:
(4" A.C. MIN)
PAV'T THICKNESS
MATCH EXISTING
C3
SMOOTH RIDING CONNECTION DETAIL
NOT TO SCALE
COMPACTION
BASE COURSE 100%
6" NEW AGGREGATE
COURSE
SUBBASE
A3 NOT TO SCALE
HANDRAIL AT CURB DETAIL
24"12"
INDICATED
WHERE CURB
FACE OF CURB
SEE NOTES 1 AND 2
CONC. SIDEWALK
SEE NOTE 3
FINISH GRADE
R=1"
PAV'T
NEW AC
SEE NOTE 5
OCCURS
PAV'T WHERE
EXIST. AC
TACK COAT
AND APPLY
SAW-CUT
EXIST. BASE
SUBGRADE
COMPACTED
PRIME COAT
COURSE
SUBBASE
COURSE AND
NEW BASE
REINF. BAR
#4 LONGITUDINAL
C4
CURB
TOP OF CONC
PIPE HANDRAIL
GALVANIZED
1.25" ID
SEE DET
ASPHALT CONCRETE
MAX DENSITY
TO 100% OF ASTM D1557
BASE COURSE COMPACTED
SUBBASE COURSE
NOT TO SCALE
CONC CURB DETAIL
PAVEMENT JOINT AS INDICATED.
WHERE NEW CURB ABUTS EXISTING PAVEMENT, PROVIDE 5.
SEE DETAIL D3/C-501 FOR 8" WIDE CURB.
EXISTING CURB, MATCH EXISTING CURB HEIGHT.
TYPICAL CURB HEIGHT IS 6 INCHES. WHERE NEW CURB ABUTS 4.
BE 1" LOWER THAN TOP OF CURB.
FOR GRASSED FINISH GRADE, TOP OF FINISH GRADE SHALL 3.
PROVIDE EXPANSION JOINT BETWEEN SIDEWALK AND CURB. 2.
CONC. SIDEWALK SHALL BE FLUSH WITH TOP OF CURB. 1.
NOTES:
C2 NOT TO SCALE
TYP POST SLEEVE DETAIL
PIPE POST
GALVANIZED
1.25" ID
ASTM C 1107
CONFORMING TO
NON-SHRINK GROUT
SEE DETAIL
8" CURB
#4 CONT
D3
D3
SIDEWALK
CONC
EDGE
ROUNDED
PAVEMENT
AC
M A
X
NOT TO SCALE
8" CONC CURB DETAIL
CONCRETE
CLASS "B"
2 - #4 HORIZ
AND SUBBASE COURSE
NEW BASE COURSE
SUBGRADE
COMPACTED
SEE DETAIL
HANDRAIL POST
E
C J
5' MIN.
SEE PLAN
2"
6"
6"
5' MIN
VARIES
TYPE B CURB RAMP DETAIL
SCALE: 1/4" = 1'-0"
C1 CAST IN PLACE CONC. SLAB
C3 SCALE: 3/4" = 1'-0"
C5
DETECTABLE WARNING
A
1.6" TO 2.4"
.6
T O .4
A
B
.2
B
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
F T S
H A
F T
E R
H A
W A
II
H O
N O
L U
L U D
IS
T R
IC
T S
C H
O F
IE
L D B
A R
R A
C K
S
O A
H U
H A
W A
II
R E
P A
IR
B
U
IL
D
IN
G
Q U
A D D
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
C-502
D E
S
IG
N B
R A
N C
H L E
E
C H
E N S P
O H
A N
S I
D
N K J
N
:1
C L
T H
B U
IL
D
IN
G
F O
R T S
H A
F T
E R
H I -5
C
IV
IL
D
E T
A
IL
S
NOT TO SCALE
S
ID
E W
A
K
HONOLULU DISTRICT
F Y P
K G A -0
L E
T T
E R
IN
G
L E
T T
E R
IN
G
3.5"
8.5" 10"
4" 4"
.5
A3
NOT TO SCALE
PARKING STALL STRIPING
9'
A4
ADA PARKING STALLS DETAIL
NOT TO SCALE
7'-0" 11'-0"9'-0"
2' -0
11'
11'
D
2 3
C
4 5
A
B of Engineers
US Army Corps
/3
/2
:3
:0
P
M D
A T
E T
IM
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M O
D E
L N
A M
E s h e e t p o h -a p ft s .p o h .d s .u s a c e .a rm y .m il \N
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P E
N T
A B
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G ra y S c a le
T
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C P ro g ra m F il e s x
C o m m o n F il e s \I n te rP lo t\
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P R
IN
T E
D B
Y
P O
H -A
P F
T S
L A
S T S
A V
E D B
Y
IS
S
U E D
A T
E
S O
L
IC
IT
C
O N
T R
A C
T N
O
L O
C A
T
IO
N N
O
SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
R
P L
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A T
E
F
IL
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A M
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P L
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C A
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S
IZ
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M A
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D E
S C
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IP
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N A
P P
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M A
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D A
T E
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
ANSI D 22 x 34
-1
-5
R T
A J
U L
Y
DD
SEE DETAIL A
TACK COAT
MAX
5%
CONC.
4"
DROP CURB
2- #4
COMPACTED SUBGRADE
6" BASE COURSE
2% MAX
SLOPE
M
A X
S L
O P
E
SLOPE
BROOM FINISH
"A"
DET.
WARNINGS. SEE
DETECTABLE
4" CONC.
NOT TO SCALE
C-502
C5
CURB LINE
TOP OF
OR E.P.
GUTTER LINE
PAVEMENT
A.C.
ELEVATION
PLAN VIEW
SECTION "A-A"
DETAIL A
4" BASE COURSE
CON'T
1-#4 (T & B)
FINISH W/ EDGER (TYP.)
FINISH GRADE
IN SLAB.
WWF REINF. CENTERED
6" THICK W/ 6x6-W2.9
STRUCTURAL FILL
8" GRANULAR
2% MAX.
CROSS SLOPE
CLR.
CONNECTION
SMOOTH RIDING
B=0.5*A TO 0.65*A
A=0.9" TO 1.4"
SECTION D-DPLAN VIEW
OTHER POTENTIAL HAZARD.
SO THAT THE EDGE NEAREST THE CURB LINE OR
THE DETECTABLE WARNING SHALL BE LOCATED3.
WARNING MAT & ADJOINING SURFACE.
OR HAVE 70% CONTRAST BETWEEN DETECTABLE
TRUNCATED DOMES SHALL BE "SAFETY YELLOW" 2.
OF THE CURB RAMP.
DIRECTION OF TRAVEL & EXTEND THE FULL WIDTH
DETECTABLE WARNING MAT SHALL BE 24" IN THE1.
NOTES:
"A"
WAYS MIDPOINT
2-#4@ 12" O.C. BOTH
A1
NOT TO SCALE
RESERVED PARKING MARKING DETAIL
TO ABOVE "Bn CO" DETAIL.
"Co XO", AND "Co 1st Sgt" SHALL BE DRAWN WITH LETTERING SIMILAR IN SIZE
SEE SHEET CS101 FOR RANK OF RESERVED STALL. "Bn XO", "Bn CSM", "Co CO", 2.
RESERVED PARKING MARKINGS SHALL BE CENTERED ON PARKING SPACE.1.
NOTES:
RESERVED
Bn CO
RESERVED
Bn CO
TYP
LETTERS, TYP
1" SPACING BETWEEN
TYP
LETTERS, TYP
2" SPACING BETWEEN
SPACE, TYP
PLAN
TYP
WHITE PAINT,
TYP
WHITE PAINT,
DETAIL "A"
DETAIL "B"
SEE DET "A"
SEE DET "B"
PAINT STRIPES
REFLECTIVE WHITE
CONCRETE CURB
SPACE
ADJACENT
SPACE
PARKING
C-502
A3
SEE DET
STRIPING
TYP PKG STALL
C-503
A1
SIGN, SEE DET.
ACCESSIBLE STALL
VAN ACCESSIBLE &
SIGN, SEE DET.
ACCESSIBLE STALL
STOP, SEE DET.
CONCRETE WHEEL
C-503
C2
C-503
A2
SEE DET
ISA SYMBOL, TYP
C-503
C2
C-502
A3
SEE DET
STRIPING
TYP PKG STALL
45°
4.5% 4.5%
SLOPE
4.5%
E
C J
12'-0"
1'-6" 9"
3 1 /2"
'-4
/2
1'-0"
10 1/2"1 1/2"
3 1/2"
2"
/2
2"
R
=4" R
9"
8 1/2" 1/4"1/4"
2"
/8
/3
2" 2"4 1/2"
2'-8"
6'-7"
3'-4"
4'- 4"
R
12"
17"
17"
1'-3"
6"
1'-0"
" 2
12" SQ
D E
S
IG
N B
R A
N C
H L E
E
C H
E N S P
O H
A N
S I
D
:1
C L
T H
B U
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D
IN
G
F O
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H A
F T
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H I -5
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
F T S
H A
F T
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H A
W A
II
H O
N O
L U
L U D
IS
T R
IC
T S
C H
O F
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L D B
A R
R A
C K
S
O A
H U
H A
W A
II
R E
P A
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B
U
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D
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Q U
A D D
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R M
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P S O
F E
N G
IN
E E
R S
C-503
N K J
N
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IV
IL
D
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A
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S
S
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1'-0"
/2
/8
3/8"
1'-0"
/8
3/8"
94"
94"
HONOLULU DISTRICT
F Y P
K G A -0
3'-10"
D
2 3
C
4 5
A
B of Engineers
US Army Corps
/3
/2
:3
:2
P
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P R
IN
T E
D B
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P O
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P F
T S
L A
S T S
A V
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Y
IS
S
U E D
A T
E
S O
L
IC
IT
C
O N
T R
A C
T N
O
L O
C A
T
IO
N N
O
SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
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P L
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F
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A M
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P L
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C A
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S
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M A
R K
D E
S C
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N A
P P
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M A
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D A
T E
D E
S C
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T
IO
N D
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-1
-5
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WHITE STRIPE
WIDE
PAINT 3 1/2"
WHITE TRAFFIC
A1
ISA SYMBOL DETAIL
SCALE: 1" = 1'-0"
WHEEL STOP
BARS #5 x 1'-6" LONG PER
INSTALL 2 EACH DEFORMED
6"
"X
6"
1'- 0"
1'- 6"
1'- 0"
6'- 0"
"X
1'- 6"
1'- 0"
A2
CONCRETE WHEEL STOP DETAIL
9"x 6'-0" WHEEL STOP TYPICAL SECTION "X"-"X"
CONT.
2 #3 REBAR
AT 12"#3
A4
PAVEMENT ARROW DETAILS
PIPE POST
2"x2" GALV. STL.
BOLT & NUT
2500 PSI
(CAST-IN-PLACE)
CONC FOOTING
FINISH GRADE
STEEL PLATE
GALVANIZED
18 GAGE
C1
DETAIL
CROSSWALK STRIPING
SCALE: 1/4"=1'-0"
C3
SIGN POST DETAIL
SCALE: 1-1/2" = 1'-0"
REQUIRED
LICENSE PLATE
RESERVED
PARKING
ACCESSIBLE
VAN
PLACARD OR SPECIAL
1 1/2" RADIUS
3/8"BORDER
300 C
MATCH BLUE PANTONE
SCREENPRINTED TO
1/2" LETTERS
ONLY.
STALLS
ACCESSIBLE
FOR VAN
1" LETTERS
3/8" BORDER
1.
2.
THIS SHT.
SEE DET.
SIGN POST,
3.
ADMINISTRATION.
TYPE APPROVED BY FEDERAL HIGHWAY
SIGN LETTERING SHALL BE UPPERCASE LETTERS OF THE
SHALL BE USED FOR ALL TRAFFIC SIGNS
TYPE III OR IV RETROREFLECTIVE SHEETING MATERIALS
ENGINEERING GRADE REFLECTIVE SHEETING.
SIGNS SHALL BE ALUM T6061 SHEET COVERED WITH
NOTES:
MANUALLY)
COND. (CONDENSE
TYPEFACE: HELV.
PANTONE GREEN C
SCREENPRINTED
BORDER AND TEXT
2" LETTERS
C2
DETAIL
ACCESSIBLE STALL SIGN
VAN ACCESSIBLE &
SCALE: 1-1/2" = 1'-0"
EMITTING
AND FUEL
OR VAN/
CAR POOL
LOW
EFFICIENT
VEHICLES
SEE SIGN NOTES IN DETAIL C2/CS503
2" LETTERS
MANUALLY)
COND. (CONDENSE
TYPEFACE: HELV.
PANTONE GREEN C
SCREENPRINTED
BORDER AND TEXT
3/8"BORDER
B3
CAR POOL PARKING SIGN
FUEL EFFICIENT OR VAN/
SCALE: 1-1/2" = 1'-0"
NOT TO SCALE SCALE: 1/4" = 1'-0"
NO PARKING
(TYP)
WHITE PAINT
C4
NOT TO SCALE
'NO PARKING' MARKING DETAIL
NO PARKING
(TYP)
WHITE PAINT
PAINT CURB RED
PAINT CURB RED
REBAR
#5 x 1'-6" LONG
AT OPENINGS
GROUT FLUSH
INSTALL REBAR,
AT CURB
AT CURB AND GUTTER
CURB
GUTTER
CURB
E
C J
U S A
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P S O
F E
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IN
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F T S
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F T
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C-504
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C
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D
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A
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S
NOT TO SCALE
A5
WITH COPPER SERVICE
SERVICE CLAMP
NOT TO SCALE
A1
CLEAN OUT DETAIL
X
12" MIN.
O.D.
PIPE6" 6"
O T
H E
R W
IS
T
P
O F
IL
E
IM
IM
L E
S S
2'-0" MIN.
NOT TO SCALE
A3
TYPICAL TRENCH & PAVEMENT REPAIR DETAIL
NOT TO SCALE
NOT TO SCALE
GALVANIZED STEEL LADDER DETAIL
NOT TO SCALE
REINFORCED CONCRETE FIELD INLET
RUNGS FOR CATCH BASINS & MANHOLES
DRAINAGE GRATE PLAN
TYPE 1 FIELD INLET GRATING DETAILS
SECTION
SECTION
PLAN
SECTION A - A
SECTION
UNPAVED AREAS
CONDITION IN
SLOPE TO DRAIN
3/4" MORTAR BED
SLOPE TO DRAIN
PAVED AREAS
CONDITION IN
CONCRETE MANHOLE
CONDITION FOR PRECAST
"A"
CIRCULAR WALL
OUTLINE OF
"A"
REPRESENTATIVE.
BE APPROVED BYTHE CONTRACTING OFFICER'S
2. ANY DEVIATION FROM THESE DETAILS MUST
AFTER BENDING.
HOT-DIPPED GALVANIZED OR CADMIUM PLATED
IRON OR ASTM A36 STEEL RODS AND SHALL BE
1. RUNGS SHALL BE 1 INCH DIAMETER WROUGHT
NOTES:
21TYPE WALLS L L
A BRICK 13 7 1/2"
C PRECAST 7 3/4" 3"
B CONC 11" 4 1/2"C2
C5
C4
D5
30"
L (OVERALL)
4 3/4"L
"1 /2 (M
IN
6" 6"
4'-0"
4'-0"
4'-0"
30" (MIN)
6" 6"
6"6"
SDMH PLAN
FIELD INLET PLANSECTION
FIELD INLET FRAME, TRAFFIC DET.
SECTION
NOT TO SCALE
REINFORCED CONC STORM DRAIN MH OR FI
-1 /8
3/4"
1/4"
1" 24-1/4"
30-3/4"
HONOLULU DISTRICT
F Y P
K G A -0
22"
1"
M A
X
7" 3
(T Y
P
/2
C
30"
/8
30"
1 1/2"
1"
/2
/2
D
2 3
C
4 5
A
B of Engineers
US Army Corps
/3
/2
:3
:4
P
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SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
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F
IL
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C A
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ANSI D 22 x 34
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MATCH EXIST. GRADE
& REPAVE TO
SAWCUT, TACK COAT
WHICHEVER IS GREATER
MATCH EXIST. THICKNESS
6" MIN. BASE COURSE
FOR WATER PIPES
LIMITS OF SELECT MATERIAL
3B FINE GRAVEL FOR PIPES LARGER THAN 4"
S4C FOR PIPES SMALLER THAN 4"
MAXIMUM DENSITY,
COMPACT TO 95%
SATISFACTORY BACKFILL
3/4" MAXIMUM)
(CRUSHED ROCK WELL GRADED
6" GRANULAR PIPE CUSHION
TACK COAT
BASE COURSE
EXIST.
DENSITY
TO 95% OF MAXIMUM
EXIST., COMPACT
SUBBASE TO MATCH
SELECT BORROW
GREATER
WHICHEVER IS
THICKNESS
OR MATCH EXIST.
2" AC PAVEMENT
PRIME COAT
PAVEMENT
EXST AC
GRASS
WARNING TAPE
DENSITY
TO 95% OF MAXIMUM
EXIST., COMPACT
SUBBASE TO MATCH
SELECT BORROW
Z
O C
O C
O V
E R
D E
P T
H H
O R
IZ
B
A R S
P A
C
IN
G
D E
P T
H O
R L
E S
S V
A R
IA
B L E
C L
R
T Y
P
T Y
P
M A
X
M A
X
1/4"
*3" FOR ONE RUNG AT TOP OF OPENING.
(EMBEDMENT)
A4
B5
C-504
C4
C-504
MORTAR
AND FRAME
DUTY CATCH BASIN INLET
COVER & FRAME OR HEAVY
HEAVY DUTY 30", MANHOLE
EACH WAY
#5 @ 6" 0.C.
(TYP.)
2-#5 BARS
O.C.E.W.
#5 @ 6"
STORM DRAINAGE NOTE #1
INLET FRAME & GRATE, SEE
HEAVY DUTY CATCH BASIN
(PIPE DIA)
R=1/8"
PIPE MIN.
OF OUTLET
OPENING
ROUND
9" E.W.
#4 @
LADDER
GALV STEEL
PAVED AREAS
CONDITION IN
COURSE
EXST BASE
3/4" MORTAR BED
O.C. VERT
#4 @ 12"
(TYP.)
2-#4 BARS
AREAS
IN GRASSED
CONDITION
WITH ACI 318-11 CHAPTER 7.
CONCRETE CLEARANCE SHALL BE IN ACCORDANCE10.
COVERS SHALL MEET H20 VEHICLE LOADING.
HEAVY DUTY CATCH BASIN & SDMN FRAMES &9.
OTHERWISE ON GRADING PLAN.INDICATED
MINIMUM SIDE SLOPE SHALL BE 2% UNLESS
MAXIMUM SIDE SLPE FOR EARTH SWALES 1V:2.5H,8.
THE ROADWAY OR WALKWAY SLOPE AND GRADE.
WALKWAYS OR ROADWAYS SHALL MATCH
DRAINAGE MANHOLES WITHIN CONCRETE 7.
SHEET.
SEE GALVANIZED STEEL LADDER DETAIL ON THIS
SHALL NOT BE MORE THAN 24" ABOVE THE INVERT.
OVER A PIPE CONNECTION AND THE LOWEST RUNG
DEEPER THAN 4'-0". LADDER SHALL NOT BE INSTALLED
LADDERS OR RUNGS ARE REQUIRED FOR SDMH'S 6.
TO ASTM A36.
STEEL BARS & SHAPES SHALL BE IN ACCORDANCE 5.
IN A BED OF MORTAR.
MANHOLE FRAMES SHALL BE SECURELY INSTALLED 4.
DRAIN LINE INVERTS.
CENTER LINE OF MANHOLE IS GRADE POINT FOR 3.
GRADE.
OF MANHOLE SHALL BE FLUSH WITH THE FINISHED
FOR AREAS SUBJECT TO VEHICULAR TRAFFIC, TOP 2.
SHALL HAVE A MIN 30" CLEAR OPENING.
EQUAL. ALL MANHOLE FRAMES AND COVERS
TYPE "B" LID INDENTED TOP DESIGN OR APPROVED
SDMH COVERS IN WALK AREAS SHALL BE NEENAH
PACIFIC INC. #HA-3030-EZ OR APPROVED EQUAL
PAVERS). HEAVY DUTY GRATING SHALL BE GRATING
TRAFFIC (INCLUDING ALL 6" WALS & GRASS
USED IN ALL AREAS SUBJECT TO VEHICULAR
DUTY FRAMES & COVERS OR GRATINGS SHALL BE
OR CAST DI, ASTM A 536, GRADE 65-45-12. HEAVY
SHALL BE CAST GRAY IRON, ASTM A 48, CLASS 35B
FRAMES AND COVERS AND GRATINGS & FRAMES 1.
STORM DRAINAGE NOTES:
1-1/2"
SECTION A-APLAN
"A""A"
CAST IRON
EQUALLY
8-RIBS SPACED
B5
FIELD INLET FRAME
NOT TO SCALE
D5/C-504
SEE LADDER DETAIL
GREATER THAN 36"-
WITH DEPTH
LADDER FOR SDMH
GALVANIZED STEEL
THD-COPPER
SOCKETx
COUPLING -
GASKET
NEOPRENE
WITH
SERVICE CLAMP
WATER LINE
SINGLE BOLT & NUT
DOUBLE STRAP
BAND
SERVICE CLAMP
x PLAIN END
PLAIN END
TO BUILDING
WYE (SIZE VARIES, SEE PLAN)
FLUSH
AC PAVEMENT
BASE COURSE
PLUG
COUNTERSUNK
4" BRASS
REDUCER
C COTG
1" CHAMFER
FINISH GRADE
PAD
12"x 12" CONC.
REQUIRED)
(LENGTH AS
4" CAST IRON PIPE
4" 1/8 BEND
LINE CONDITION
PLUG FOR TERMINAL
L
SHIELD (TYP.)
WITH GALV EXP
F593/F594 (GALV),
1/2" DIA. BOLT, ASTM
RUNGS (TYP)
LONG GALV STEEL
3/4" DIA X 16"
GALV SIDE RAILS
2 1/2" X 1/2"
GALV BRACKET
2 1/2" X 1/2"
TOP SLAB
FRAME
FINISH GRADE
3/16
3/16
MH INVERT
FIN. GRADE
MORTAR
FRAME
MANHOLE WALL
NOTE #1
STORM DRAINAGE
& GRATE, SEE
INLET FRAME
CATCH BASIN
HEAVY DUTY
LADDER
GALV STEEL
ELECTRONIC MARKER DETAIL C1/C-506.
LIEU OF TRACER WIRE. SEE
PROVIDE ELECTRONIC MARKERS IN4.
PIPES.
TRACER WIRE FOR ALL NON-METALLIC
PROVIDE CONTINUOUS COPPER3.
UTILITY PIPES.
PROVIDE WARNING TAPE FOR ALL2.
QUALITY.
THAN EXISTING IN THICKNESS &
RESTORED TO EQUAL OR BETTER
PAVEMENT STRUCTURE SHALL BE 1.
NOTES:
E
C J
A
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O R
P S O
F E
N G
IN
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R S
F T S
H A
F T
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H A
W A
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H O
N O
L U
L U D
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T R
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T S
C H
O F
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L D B
A R
R A
C K
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O A
H U
H A
W A
II
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P A
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B
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IN
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A D D
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P S O
F E
N G
IN
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C-505
D E
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N B
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N C
H L E
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C H
E N S P
O H
A N
S I
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F O
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H A
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H I -5
C
IV
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D
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A
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S
NOT TO SCALE
D4
TOP VERTICAL ANCHOR BLOCK
NOT TO SCALE
A4
CONCRETE REACTION BLOCKS FOR PIPE LINES
HONOLULU DISTRICT
F Y P
K G A -0
D
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US Army Corps
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E s h e e t p o h -a p ft s .p o h .d s .u s a c e .a rm y .m il \N
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P L
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P E
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A B
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G ra y S c a le
T
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P e n .t b l
C P ro g ra m F il e s x
C o m m o n F il e s \I n te rP lo t\
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P R
IN
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S T S
A V
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IS
S
U E D
A T
E
S O
L
IC
IT
C
O N
T R
A C
T N
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L O
C A
T
IO
N N
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SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
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P L
O T D
A T
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F
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P L
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C A
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M A
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D E
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ANSI D 22 x 34
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4'-9"1/4 5'-0"5'-0" 2-#64'-9" 2-#6
ALL REINF.
UNDISTURBED
TYPICAL SECTION
4.24
5.88
8.00
10.3
SAND AND GRAVEL WITH SILT
SAND AND GRAVEL AND LIMESTONES
CONDITON OF SOIL SAFE BEARING LOADS
REACTION
CONCRETE
B E
A R I N
G
A R
E A
BLOCK
TRENCH
10"
12"
14"
16"
A
B
C
40.0
29.4
21.2
50.3
0.60
14.7
20.0
25.2
SILT AND CLAY
B E
A R I N
G
BOTTOM OF
T R
E N
C H
AREA
BEARING
PLAN
BLOCK
REACTION
CONCRETE
A R
E A
TRENCH
3.25
4.50
6.14
7.70
1000 LBS PER SQ. FT.
2000 LBS PER SQ. FT.
5000 LBS PER SQ. FT.
TRENCH
6.00
8.32
11.3
4.20
15.030.0
41.6
56.5
71.0
20.8
28.2
35.5
8.12
11.3
15.3
19.3
6.30
22.5
30.7
38.5
BLOCK
CONCRETE
REACTION EARTH
CONCRETE
BLOCK
REACTION
1.66
2.30
3.12
3.92
4.14
5.75
7.80
9.80
8.30
11.5
15.6
19.6
8"
B E
A R I N
G
A R
E A
CL
V A
R I E
S
PIPE
B
#4 ,12" OCEW
ELEVATION
"A"
A
A/2 A/2
2'-6"
2'-6"
2'-4"
HANGERS
16"
DIA. "X"BAR
5'-2"
3'-0"
4'-8"
"A"
1/8
1/16
1/32
3'-6"
2'-10"
4'-8"
8" O.C.
O.C., E.W.
#4 , 12"
V A R
IE
S
HANGER
#4 TIE,
2-#4
2-#3
2-#5
2'-0"
2'-0"
3'-6" 2-#5
2-#4
2-#3
SECTION "A - A"
D
6"
"X" BAR
BEND
SLOPE
CONCRETE REACTION BLOCKS SHALL BE INSTALLED AT ALL TEES,
PLUGS, WYES AND BENDS.
SPECIAL NOTES:
FOR A MAXIMUM OPERATING PRESSURE OF 100 PSI.
ALL CONCRETE REACTION AND THRUST BLOCKS ARE DESIGNED
UNDISTURBED EARTH.
CONCRETE SHALL BE 2000 PSI AND SHALL BE POURED AGAINST
0.68
1.53
2.72
BEARING FACE AREA (SQUARE FEET)
PIPE
SIZE
4"
6"
8"
B C
3.40
A
0.70
TEES, WYES,
AND PLUGS
13.6
7.65 3.83
6.80
1.
3.
2.
0.52
1.17
2.07
0.95
2.16
3.85
2.41
B C
4.82
A
10.8
19.3
5.40
9.60
90 BEND
0.31
B C
2.61
A
45 BEND
2.93
5.22
5.86
10.3
0.27
C
0.60
1.06
22-1/2 BEND
0.67
B
1.49
2.65
0.33
A
2.98
5.30
SIZE
6"
PIPE
2'-0"
4'-3"
1'-6"
2'-6"
CONCRETE BLOCK
TOP VERTICAL THRUST BLOCK SCHEDULE
4'-0"
4'-6"
2'-6"
3'-3"
A
1/8
1/4
BEND
1/16
1/32
CB
2'-3"
4'-3"
3'-9"
3'-3"
HANGER
2-#3
2-#3
2-#5
2-#4
D
2'-0"
4'-0"
2'-6"
2'-0" 2-#3
2-#3
2-#5
2-#4
"X" BAR
2. MIN 2" COVER OVER
1. 2000 PSI CONCRETE
NOTES:
CLEARANCE REQUIRED
ON MJ PIPE
C
2-#4
2'-0"
2'-6"
2'-0"
2'-0"
2-#4
3'-3"
3'-9"
4'-0"
2'-3"1/32
1/16
1/4
1/8
3'-3"
2'-6"
4'-6"
4'-0"
2'-6"
1'-6"
4'-0"
2'-0"
4" 2-#3 2-#3
2-#3 2-#3
2-#3 2-#3
2-#42-#4
2-#52-#5
2-#72-#7
2-#73-#7
5'-0"
2'-0"
3'-6"
5'-9"
4'-3"
4'-6"
1/32
1/16
1/8 5'-10"
4'-8"
5'-0"
2'-9"
3'-9"
3'-6" 12"
6'-0"7'-0" 7'-0"1/4 6'-0"
PRESSURE 250 PSI
2'-0"
6'-3" 5'-6"
5'-6"
5'-8"
4'-3" 3'-9" 3'-3"
4'-6" 3'-4" 2'-6"
5'-6" 2'-9" 4'-6"
3-#7 2-#7
2-#6 2-#6
3-#4 2-#4
2-#3 2-#3
"X" BAR
D
HANGER
B CA
CONCRETE BLOCK
PRESSURE 200 PSI
2'-0"
6'-0" 6'-0" 6'-0" 4'-6"
5'-0"
6'-0"
4'-0" 3'-0" 2'-6"
4'-0"
5'-3" 2'-9" 3'-9"
2-#7 2-#7
2-#6 2-#6
2-#4 2-#4
2-#3 2-#3
"X" BAR
D
HANGER
B CA
CONCRETE BLOCK
PRESSURE 150 PSI
6'-3" 6'-3"
2'-9" 2'-0"
1/32
1/4
1/32
1/4
1/8
1/16
1/8
1/4
1/16
1/32
1/16
1/4
1/8
BEND
1/32
1/16
1/8 12"
8"
6"
4"
PIPE
SIZE
20.0
22.0
11.5
80.0
43.5
35.0
10.0
5.0
20.0
5.5
3.0
11.0
MINIMUM BEARING AREAS (SQ. FT.) FOR HORIZONTAL THRUST BLOCKS
PRESSURE 250 PSI
9.0
2.5
1.5
5.0
TYPE OF SOIL CONDITION
A
6.5
TEES,
CAPS
14.0CAPS
TEES,
25.0CAPS
TEES,
56.5CAPS
TEES,
3.0
5.5
11.0
21.5
40.0
28.5
2.5
5.0
9.5
18.0
12.5
1.5
5.5
10.0
7.0
1.5
2.5
4.5
3.5
B
2.0
4.0
7.5
14.5
26.5
19.0
1.5
3.5
6.5
12.0
8.5
3.5
7.0
5.0
1.5
3.0
2.0
C
1.5
3.0
5.5
11.0
20.0
14.0
1.5
2.5
5.0
9.0
6.5
3.0
5.0
3.5
1.5
2.5
1.5
D
1.0
2.0
3.5
7.0
13.5
9.5
1.0
1.5
3.0
6.0
4.0
2.0
3.5
2.5
1.5
1.0
E
1.0
1.5
3.0
5.5
10.0
7.0
1.0
1.0
2.5
4.5
3.0
1.5
2.5
2.0
1.0
F
1.0
1.0
2.5
4.5
8.0
5.5
1.0
1.0
2.0
3.5
2.5
1.0
2.0
1.5
1.0
G
9.0
17.5
35.0
64.0
45.5
8.0
4.5
2.5
1.0
9.0
4.5
6.0
3.0
32.0
17.5
21.5
11.5
3.0
1.5
4.5
2.5
11.0
6.0
16.0
9.0
2.0
1.0
6.5
3.5
5.522.5 15.0 7.511.5 4.5
PRESSURE 200 PSI
TYPE OF SOIL CONDITION
BA C D FE G
7.0
13.0
26.0
48.0
34.0
6.0
5.5
1.5
1.0
6.5
3.5
4.5
2.5
24.0
13.0
16.0
8.5
2.0
1.0
3.5
2.0
8.0
4.5
12.0
6.5
1.5
1.0
5.0
2.5
4.517.0 11.5 5.58.5 3.5
PRESSURE 150 PSI
TYPE OF SOIL CONDITION
BA C D FE G
1.0 1.0 1.0
1.0 1.0 1.0
1.0 1.0 1.01.0 1.0 1.0
1.0 1.0
1.0 1.0
1.01.01.01.0 1.0
TYPE OF SOIL CONDITION LATERAL BEARING PRESSURE
SOFT CLAY; FINE LOOSE SANDA 500 LBS. PER SQ. FT.
SAND & CLAY; MIXED OR IN LAYERS; FINE CONFINED SANDB 1000 LBS. PER SQ. FT.
COARSE SANDD
3000 LBS. PER SQ. FT.
HARD DRY CLAYC
2000 LBS. PER SQ. FT.
GRAVELE
4000 LBS. PER SQ. FT.
HARD PAN
SOFT ROCK
G
F
5000 LBS. PER SQ. FT.
1500 LBS. PER SQ. FT.
E
C J
A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
F T S
H A
F T
E R
H A
W A
II
H O
N O
L U
L U D
IS
T R
IC
T
HONOLULU DISTRICT
S C
H O
F
IE
L D B
A R
R A
C K
S
O A
H U
H A
W A
II
R E
P A
IR
B
U
IL
D
IN
G
Q U
A D D
F Y P
K G A -0
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
C-506
D E
S
IG
N B
R A
N C
H L E
E
C H
E N S P
O H
A N
S I
D
N K J
N
:1
C L
T H
B U
IL
D
IN
G
F O
R T S
H A
F T
E R
H I -5
C
IV
IL
D
E T
A
IL
S
40'10'
C U
S H
IO
N P
IP
C K
F
IL
L T
R E
N C
H
N O
T E
S
E N
O T
E
RED (PPG V70-5 "SAFETY RED").
CAP, HANDLE, AND POST SHALL BE PAINTED
NOTE:
M
IN
M A
X
1'-0"
S E
E P
R O
F
IL
E
V A
R
IE
S
24"
/2
H E
IG
H T O
F T
H
IS
S
E C
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N
R E
C A
S T M
A N
H
IO
L E R
IS
E R
H E
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H T V
A R
IE
S
M A
X
/4
PIPE DIA.
8" PLUS
C O
N E S
E C
T
IO
N
2'-0"
4'-0"
P
IP
E
O .D
5" 5"
4"
4"
M
IN
/8
6" MIN
D
2 3
C
4 5
A
B of Engineers
US Army Corps
/3
/2
:3
:0
P
M D
A T
E T
IM
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M O
D E
L N
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E s h e e t p o h -a p ft s .p o h .d s .u s a c e .a rm y .m il \N
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P E
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C o m m o n F il e s \I n te rP lo t\
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P R
IN
T E
D B
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P O
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P F
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A V
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Y
IS
S
U E D
A T
E
S O
L
IC
IT
C
O N
T R
A C
T N
O
L O
C A
T
IO
N N
O
SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
R
P L
O T D
A T
E
F
IL
E N
A M
E
P L
O T S
C A
L E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
M A
R K
D A
T E
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
ANSI D 22 x 34
-1
-5
R T
A J
U L
Y
CAULKED JOINT
OPEN
HANDLECAP
PADLOCK
SLEEVE
COUPLING
GRADE
FINISH
#3 TIE RODS
(3000 PSI)
CONCRETE BASE
TO BUILDING / IRRIGATION SYSTEM
FINISH GRADE
PREVENTER ASSEMBLY
EXISTING BACKFLOW
(GRADE 30)
2'-0" GALV COIL CHAIN,
PADLOCKS SHALL BE KEYED ALIKE.
PROVIDE TWO(2) PADLOCKS FOR EACH BACKFLOW PREVENTER.
NOTE:
LARGER)
4-INCHES AND
TEE (BRANCHESBEND (HORIZ)
CONC. JACKET
REINFORCED
MAIN
END OF
VALVE
DEFLECTION (HORIZ)
DEFLECTION COUPLING
ELECTRONIC MARKER
LC
MARKER
ELECTRONIC
PIPE
CONCRETE JACKET.
CLEARANCE OF 6-INCHES ABOVE THE PIPE OR
INSTALL ELECTRONIC MARKER AT A MINIMUM3.
SPECIFICATIONS.
MATERIAL IN ACCORDANCE TO THE PLANS AND
INSTALL TRENCH BACKFILL AND PIPE CUSHION2.
FINISH GRADE.
AND A MAXIMUM DEPTH OF 3 FEET FROM
LINE OF PIPE AT A MINIMUM DEPTH OF 2 FEET
INSTALL ELECTRONIC MARKER OVER CENTER1.
NOTE:
PLAN VIEW
SECTION VIEW
TYPICAL ELECTRONIC MARKER INSTALLATION
NOT TO SCALEC1
NOT TO SCALEA1
CHAIN AND LOCK FOR BACKFLOW PREVENTER
NOT TO SCALEA4
POST INDICATOR VALVE PIT
INDICATOR POST
EXTENSION ROD
#5 BARS AT
12" O.C., E.W.
SEE DET.
CONE JOINT.
SEE DET.
CONNECTION
RISER/BASE
AROUND
MORTAR ALL
RISER. SEE DET.
PRE-CAST CONC.
C
DROP CONNECTION
PAYMENT DISTANCE
BUTT JOINT,
SEE DET.
C-507
C4
C-507
A1
C-507
A1
C-507
A1
RUBBER COMPRESSION JOINT
RUBBER SLEEVE
C.I. PIPE
CAULKING YARN
SOLIDLY RAMMED
C.I. PIPE
SECTION OF APPROVED EQUAL
COMPOUND OR
J.C.-60 JOINT
3" MIN. OF ATLAS
C-506
C5
COMPRESSION BAND
STAINLESS STEEL
COVER. SEE DET.
FRAME AND COVER
TYPE SA MANHOLE
L
C3 NOT TO SCALE
SHALLOW DROP (UNDER 5')
PRE-CAST CONC SEWER MANHOLE
C5 NOT TO SCALE
BUTT JOINT DETAILS
E
C J
X
IM
IG
H T
V A
R
IE
S
D
IA
P
IP
IG
F
IS
C T
IO
N
5"4'-0"5"
6"
MIN.
5'-10"
R
2'-0"
5" 4'-0" 5"
5"
0 1/8 "
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
F T S
H A
F T
E R
H A
W A
II
H O
N O
L U
L U D
IS
T R
IC
T
HONOLULU DISTRICT
S C
H O
F
IE
L D B
A R
R A
C K
S
O A
H U
H A
W A
II
R E
P A
IR
B
U
IL
D
IN
G
Q U
A D D
F Y P
K G A -0
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
C-507
D E
S
IG
N B
R A
N C
H L E
E
C H
E N S P
O H
A N
S I
D
N K J
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C L
T H
B U
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IN
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F O
R T S
H A
F T
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H I -5
C
IV
IL
D
E T
A
IL
S
C1
SCALE: 1/2" = 1'-0"
PRE-CAST CONC SEWER MANHOLE
C2
SCALE: 1/2" = 1'-0"
SEWER MANHOLE WALL
PRE-CAST CONC
A1
WALL JOINT DETAILS
PRE-CAST CONC SEWER MANHOLE
SCALE: 1 1/2" = 1'-0"
C4
SCALE: 1" = 1'-0"
TYPE "SA" SEWER MANHOLE FRAME AND COVER DETAILS
P L
U S
P
IP
E
I.
D
P
IP
E
I.
D
M
IN
NOT TO SCALE
A4
SECTION
NOT TO SCALE
A5
SECTION
NOT TO SCALE
B4
SECTION
NOT TO SCALE
B5
SECTION
NOT TO SCALE
A2
DROP MANHOLE FOR DROPS OVER 5.0 FT PRE-CAST CONCRETE
5'-10" MIN.
10" MIN.
VARIES
6"
P
IP
E
O F
O .D
5'-10" MIN.
10 MIN.
VARIES
PIPE
OF 8"
O.D.
6"
P
IP
E
O F
O .D
M
X
IG
V
R
IE
S
M A
X
Q U
IR
E D
A D J
U
IG
H T
P L
U S
I.
D
V A
R
IE
S
I.
D
M
IN
10" MIN
VARIES
" 1
C O
C T
IO
N
2'-0"
5"
5"4'-0"
D
2 3
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/3
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P
M D
A T
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E
M O
D E
L N
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E s h e e t p o h -a p ft s .p o h .d s .u s a c e .a rm y .m il \N
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C o m m o n F il e s \I n te rP lo t\
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P R
IN
T E
D B
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P O
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A V
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S
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A T
E
S O
L
IC
IT
C
O N
T R
A C
T N
O
L O
C A
T
IO
N N
O
SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
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P L
O T D
A T
E
F
IL
E N
A M
E
P L
O T S
C A
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S
IZ
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M A
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D E
S C
R
IP
T
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N A
P P
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M A
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D A
T E
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
ANSI D 22 x 34
-1
-5
R T
A J
U L
Y
#5 BARS AT
12" O.C., E.W.
MIN.
3/4 D
COVER. SEE DET.
FRAME AND COVER
TYPE SA MANHOLE
DET.
CONE JOINT. SEE
SEE DET.
CONNECTION
RISER/BASE
AROUND
MORTAR ALL
FINISH GRADE
6" BASE COURSE
C4
A1
A1
2'-0"
SEE DET.
CONE
PRE-CAST MANHOLE
RISER
RISER
36" CONE
ASTM C478
SHALL CONFORM TO
PRECAST SECTIONS
NOTE:
CONE SECTION RISER SECTION
RISER/BASE CONN.
1/4"1/4"
1"
1 3/4" 1 3/4"
1 1/8"
1 1/2"
1 3/4" 1 3/4"
1/4"1"1/4"
1 1/2"
3/16"3/16"
1 3/4"
1 1/2"
1 3/4"
1"
CONC.
BASE 9"
MORTAR
BASE
AROUND
3" 5"
SECTION
RISER
3"3 1/2"
SECTION "X-X"
23 1/2"
SECTION "Y-Y" SECTION "Z-Z"
7 AT 1 1/2"=
10 1/2"3"1/4"
"3/4"
3/4"
3/4"
1" DIA.
HOLE
PLAN - COVER
24"
1/2"
3/4"
1"24 1/4"
1/4"
1"
30 3/4"
22"
PLAN - COVER BOTTOM
3/4"
CAST IRON
PLAN - FRAME
CAST IRON
2"
EQUALLY
8 RIBS SPACED
"X""X"
"Y
"Z" "Z"
"Y
C2
C-507
C-507
C-507
C-507
DROP PIPE
CENTERED OVER
8" PIPE TO BE
#4 HOOPS
#4 BARS
DROP PIPE
CENTERED OVER
8" PIPE TO BE
#4 HOOPS
#4 BARS
BARS
#4 VERTICAL
#4 U BARS
HOOPS
#4 HORIZONTAL
HOOPS
#4 VERTICAL
ALL SIDES
6" WALL
#4 BARS
#5 BARS @ 12" O.C.
PLUS 2"
O.D. PIPE
PLUS 14"
O.D. PIPE
PIPE
OF 8"
O.D.
#5 BARS AT
12" O.C., E.W.
3/4 D
A3/C-506
COVER. SEE DET.
FRAME AND COVER
TYPE SA MANHOLE
AROUND
MORTAR ALL
FINISH GRADE
6" BASE COURSE
FRAME AND COVER
STANDARD CHIMNEY
BARS
4- #4 VERTICAL
#4 HOOPS 18" O.C.
DROP PIPE
CENTERED OVER
8" PIPE TO BE
#4 HOOPS 10" O.C.
#4 BENT BARS
PIPE
SAME AS INFLUENT
PIPE SHALL BE THE
DIAMETER OF DROP
1/4 BEND
#4 HOOPS 18" O.C.
C-507
B5
C-507
A5
C-507
B4
C-507
A4
RADIUS=3'
E
C J
.0
X
V A
R
IA
B L E
1'-9"
DEPRESSED GUTTER
3'-6"
T O
.5
X
V A
R
IA
B L E
TRANSITION
4'-0"
TRANSITION
4'-0"
3'-6" 6"
2'-0"
4'-0" MIN. TO 5.50 MAX.
VARIABLE
VARIABLE 6"
6"
TRANSITION
4'-0"
TRANSITION
4'-0"
6"
DEPRESSED GUTTER
2'-0"
10"
1/3"
1"
R
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
F T S
H A
F T
E R
H A
W A
II
H O
N O
L U
L U D
IS
T R
IC
T
HONOLULU DISTRICT
S C
H O
F
IE
L D B
A R
R A
C K
S
O A
H U
H A
W A
II
R E
P A
IR
B
U
IL
D
IN
G
Q U
A D D
F Y P
K G A -0
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
4'-6"
1'-11 1/2 "
0 3/4 "
0 1/4 " 3 1/2 "
0 3/4 "
3"
0 3/4 "
7 AT 1 1/2"
2'-0"
6 5/16 "
R
2'-0"
5" 4'-0" 5"
2 3/4 "
1'-11"
30"
2'-0 1/2 "
0 1/2 "
0 1/2 "
2"
2 3/4 "
C-508
D E
S
IG
N B
R A
N C
H L E
E
C H
E N S P
O H
A N
S I
D
N K J
N
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C L
T H
B U
IL
D
IN
G
F O
R T S
H A
F T
E R
H I -5
C
IV
IL
D
E T
A
IL
S
N K J
N
C2
SCALE: 1/2" = 1'-0"
CATCH BASIN TYPE "D" DETAIL
NOT TO SCALE
A1
SCALE: 1" = 1'-0"
TYPE "DB" FRAME
A2
SCALE: 1/2" = 1'-0"
MANHOLE WALL DETAILS
PRE-CAST CONC
A4
SCALE: 1" = 1'-0"
CATCH BASIN / FI COVER
WIDTH VARIES
(SEE PLAN)
NOT TO SCALE
B4
DRAIN UNDER SIDEWALK DETAIL
5"
0 1/8 "
B3
SCALE: 1 1/2" = 1'-0"
WALL JOINT DETAILS
PRE-CAST CONC DRAIN MANHOLE
TO SIDEWALK
EXST OUTLET
DEMO AND REMOVE
D
2 3
C
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US Army Corps
/3
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E s h e e t p o h -a p ft s .p o h .d s .u s a c e .a rm y .m il \N
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S O
L
IC
IT
C
O N
T R
A C
T N
O
L O
C A
T
IO
N N
O
SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
R
P L
O T D
A T
E
F
IL
E N
A M
E
P L
O T S
C A
L E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
M A
R K
D A
T E
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
ANSI D 22 x 34
-1
-5
R T
A J
U L
Y
A
A
FLOW LINE
& COVER
FRAME
TYPE "DB"
DRAIN
SLOPE TO
PLAN ELEVATION
ROCK SAND)
SIZE #9 ASTM
CRUSHED ROCK,
2 CU. FT. OF
4" WEEP HOLE (
SECTION A-A
O.C. E.W.
#4 BARS @ 12"
O.C. E.W.
#4 BARS @ 12"
4" O.C.
3 #4 @
ALTERNATE @ 6" O.C.
#4 BARS @ 12" O.C.
CORNER
1 #4 @ EACH
ALTERNATE @ 6" O.C.
#4 BARS @ 12" O.C.
CURB
CONC. CURB GRADE
1" CHAMFER
PCC PAVEMENT
DETAIL
SEE DETAIL
= 0.15 PIPE DIA.
MINIMUM RADIUS
OF OUTLET PIPE.
ROUND OPENING
AIN
D
R
S
MROT =10 1/2"
RISER
RISER
36" CONE
ASTM C478
SHALL CONFORM TO
PRECAST SECTIONS
NOTE:
1" DIA. HOLE
PLAN
SECTION SECTIONTOP VIEW OF COVER BOTTOM VIEW OF COVER
BLDG 449
FINISH FLOOR ELEV
SECTION SUBGRADE
COMPACTED
COURSE
BASE
REQUIRED
PROVIDE ADAPTERS AS
ROOF DRAIN.
4" DEEP
CONN. TO EXST 5" WIDE X
WALKWAY
4" THICK CONC
B L
D G
0.50% MIN. SLOPE
4" INCH DI PIPE
4" INCH DI PIPE
PLAN
PAVEMENT
AC
CURB
CONC
CURB
CONC
PAVEMENT
AC
CONNECTION
EXST DOWNSPOUT
SIDEWALK
CONC
CONE SECTION RISER SECTION RISER/BASE CONN.
1/4"1/4"
1"
1 3/4" 1 3/4"
1 1/8"
1 1/2"
1 3/4" 1 3/4"
1/4"1"1/4"
1 1/2"
3/16"3/16"
1 3/4"
1 1/2"
1 3/4"
1"
CONC.
BASE 9"
MORTAR
BASE
AROUND
3" 5"
SECTION
RISER
| 15sb02-_CG101x |
| 15sb02-_CG101x |
| References |
| PW_WORKDIR:d0153837 |
| _15sb02-B449_G-BSDXXX.dgn |
| Inset, PW_WORKDIR:d0153952 |
| _15sb02-_C-C-0000.dgn |
| PW_WORKDIR:d0153951 |
| 15sb02-_CS101x.dgn |
| 15sb02-_CG301x |
| 15sb02-_CG301x |
| References |
| PW_WORKDIR:d0153837 |
| _15sb02-B449_G-BSDXXX.dgn |
15sb02-_CG301x.dgn, default
| 15sb02-_C-501x |
| 15sb02-_C-501x |
| References |
| PW_WORKDIR:d0153837 |
| _15sb02-B449_G-BSDXXX.dgn |
| 15sb02-_C-502x |
| 15sb02-_C-502x |
| References |
| PW_WORKDIR:d0153837 |
| _15sb02-B449_G-BSDXXX.dgn |
| 15sb02-_C-503x |
| 15sb02-_C-503x |
| References |
| PW_WORKDIR:d0153837 |
| _15sb02-B449_G-BSDXXX.dgn |
| 15sb02-_C-504x |
| 15sb02-_C-504x |
| References |
| PW_WORKDIR:d0153837 |
| _15sb02-B449_G-BSDXXX.dgn |
| 15sb02-_C-505x |
| 15sb02-_C-505x |
| References |
| PW_WORKDIR:d0153837 |
| _15sb02-B449_G-BSDXXX.dgn |
| 15sb02-_C-506x |
| 15sb02-_C-506x |
| References |
| PW_WORKDIR:d0153837 |
| _15sb02-B449_G-BSDXXX.dgn |
| 15sb02-_C-507x |
| 15sb02-_C-507x |
| References |
| PW_WORKDIR:d0153837 |
| _15sb02-B449_G-BSDXXX.dgn |
| 15sb02-_C-508x |
| 15sb02-_C-508x |
| References |
| PW_WORKDIR:d0153837 |
| _15sb02-B449_G-BSDXXX.dgn |
File details come from the government source that posted it. Updated .