W9128A-18-B-0005_Drawings_(Part_2_of_9).pdf
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ELEV: 6364.41
N: 335,702.72
E: 1,628,201.32
TR PMB-1
ELEV: 6359.70
N: 335,710.11
E: 1,628,100.51
POT TRASH-1A
ELEV: 6368.27
N: 335,535.42
E: 1,628,252.37
TR PMB-4A
ELEV: 6369.46
N: 335,584.07
E: 1,628,303.13
POT PMB-2-1
ELEV: 6347.58
N: 335,730.64
E: 1,627,820.35
TR TRASH-1
ELEV: 6364.31
N: 335,864.33
E: 1,628,202.58
TR COMM-1
ELEV: 6359.33
N: 335,817.45
E: 1,628,068.55
POT COMM-1A
ELEV: 6349.57
N: 335,801.08
E: 1,627,845.42
POT TFH-1A
ELEV: 6351.91
N: 335,867.76
E: 1,627,869.16
TR TFH-1
ELEV: 6352.93
N: 335,859.44
E: 1,627,903.74
POT TFH-1B
E: 1,627,762.42
EP
x x GATE x x x x x x x x
OPERATION SIGN
HOURS OF
SIGN
OFF LIMITS
INV 6341.46
TOP HDWL 6345.65
2 - CULV 3.0 D
PP#219
BLDG T-83"
SIGN "TROOP ISSUE
GATE
x x x x x x
GATE
CONC
GP#241
EP
WMB
BOLLARDS
RAIL
WOOD
15 MPH"
SIGN "SPEED
INV 6349.78
TOP PIPE 6351.78
CULV 2.0 D
INV 6347.27
CULV 3.0 D
INV 6342.96
TOP HDWL 6348.15
2 - CULV 3.0 D
BLDR
BLDR
x x x x x x x x x x x x x x x x x
SHED
FF=6354.13
CONC
EP
EP#241
FF=6357.81
GP
FF=6357.24
F F
.5 x
F F
.5
CONC
F F
.5
FF=6357.40
BOLLARDS
EP
F O
R
G E
N
C O
N C
P
A D
F O
R
F
U
L
T A
N K
C O
N C
P
A D
F F
.8
W/WOOD STEPS
CONC LANDING
FF=6355.28
TOP VALVE 6354.02
WVB TOP 6355.27
A R
E A
P A
R K
IN
G
N O
FF=6355.19
FF=6354.08
GP
WV
DP
TOP VALVE 6356.73
WVB TOP 6357.57
PAD
CONC
CO
CO
BFP
WL
2-CVTOP VALVE 6354.56
WVB TOP 6354.91
PGT
GP
WOOD RAIL
WOOD RAIL
WOOD RAIL
WOOD RAIL
BLDR
BOLLARDS
BOLLARDS
CESSPOOL
SMH FOR
F F
.7
F F
.3
WV
WL
WL
W/LADDER
WATER TANK
OVERHEAD
TOWER W/
F F
.3
FF=6353.95
W/PIPE RAIL
W/LANDING
WALK
TP#5B
FF=
.19
15.0 H
1.5 D
PINE
BLDR BLDR
EP#5
35.0 H
1.5 D
PINE
2.0 H
STUMP
FF=
.8
W A L K
T-91"
"THEATER
SIGN
"STOP"
SIGN
FF=
.2
FF=
.19
FF=
.16
6368.0
WMH TOP VALVE
COL
COL
DRAIN
GRATED
TOP VALVE 6366.10
WVB TOP 6366.58
ARV
GP
FF=
.3
W A
LK
FF=
.2
PGT
GPBLDR
BLDR
BLDR
PATCH
CONC
6363.65
TOP VALVE
WVB
3-BLDR
BFP
#51220973
WMB W/METER
TP
x x
GATE
FOR AC UNIT
FENCED AREA
PT
PT
EP#21
PI
PE
RAI
L
INV 6347.62
TOP HDWL 6352.92
CULV 3.0 D
BLDR
BLDR
LIMIT 5 MPH"
SIGN "SPEED
GRILL
GRILL
PT
PT
GAZEBO
COVER
?METAL
30.0 H
2.5 D
PINE
4.0 H
BOUGAINVILLA
FF=
2.8
FF=
2.5
BOARD
BULLETIN
FF=
2.8
BOLLARDS
CESSPOOL W/
SIREN POLE
E/BOX
EP
INV 6357.44
TOP HDWL 6361.44
CULV 3.0 D
RAIL
& BOLLARDS
HT SURROUND
CESSPOOL W/
CESSPOOL W/BOLLARDS
TP
EP
WALK
SHED
IVB
x x x x x x x x x
POST
CONC PAD
MH
COMM
NO SIGN
SIGN POSTS
TP#238
3.0 H
STUMP
20.0 H
2.0 D
MAMANE
SAFE TO DRINK"
SIGN "NOT
BACKBOARD
BASKETBALL
LP
BACKBOARD
BASKETBALL
F F
.6
9"NO DUMPING"
SIGN
2-PINES
40.0 H
1.5 D
20.0 H
1.5 D
FF=
2.7
FF=
2.5
WOOD BOX
CO
BFP
#90530742
WMB W/METER
WALL
EBOX ON
CO
EP#214A
F F
.7
DRAIN
F
A N
S C
O N
C
P
A D
FOR A
C U
NITCONC P
AD
F O
R
F
R
ID
G E
C O
N C
P
A D
EP#214
F F
.7
T P
A
WALK
M A
C H
IN
E S
F
V
N D
IN
G C
O N
C
P
A D
FF=
1.4
EP
EP#36
CO
CO
TP#238
COMM MH
EP#36
WVB
F F
.9
WVB
COMM MH
EP#14
7.0 H
PLANT
WVB
FH
SIGN "NP"
#90806816
WMB W/METER
WVB
BFP
VP
VP
HB
CO
WVB
FF=
3.8
2-CO
VP
2-WVB
25.0 H
1.5 D
PINE
SMH
SMH
BOLLARDS
SMH W/
BENCH
COVERED
F F
.6
30.0 H
1.5 D
PINE
PAD
CONCPOSTPLANTER
FF=
2.4
FF=
2.5
ANTENNA POLE
FF=
3.4
POLE
ANTENNA
FORCE HQ"
SIGN "TASK
5.0 H
PLANT
5.0 H
PLANT
CONC
EP#15
F F
.9
F F
.9
CHIN-UP BARS
F F
.5
VP
DRAIN BOX
PP#219
EP
TP
BLDG#T-83
BLDG#T-84
BLDG#T-85
BLDG#T-82
BLDG#T-87
B L
D G
T
B
LD
G T-
TH
E A
TE
R
B
LD
G T-
(POST E
XCHANGE)
BLDG#T-103
B L
D G
BLDG#T-
6345.36
6345.40
6340.79
6344.96 6343.83
6346.88
6347.42
6349.46
6349.56
6347.74
6346.85
6345.45
6347.07
6341.25
6345.47 6347.12
6347.09 6347.10
6346.63
6346.18
6341.266341.03
6346.05
6346.48
6348.73
6348.456347.69
6347.78
6347.69
6347.38
6347.90
6348.03 6347.76
6348.66
6350.126350.08 6350.32
6349.77 6350.23
6350.31
6350.24
6350.28
6350.20
6348.70
6348.17
6348.11
6348.52
6349.26
6349.60 6350.99
6350.73 6352.06
6352.43 6353.74
6353.34
6353.44
6353.52 6353.16
6352.64
6352.57
6351.54
6352.18 6350.506349.44
6349.71
6344.24
6346.37
6345.14 6347.10
6347.53
6347.59
6347.15
6346.47
6349.78
6350.10
6350.19
6350.90 6352.45
6352.65
6352.86
6351.34
6352.42
6352.55
6351.29
6353.26
6353.76
6352.856352.55
6350.59
6350.75
6350.29
6349.53
6350.13
6350.52
6353.73
6353.29
6353.13
6352.50
6352.66
6351.46
6351.01
6350.64
6351.17
6352.85
6352.59
6351.40
6351.01
6350.12
6351.74
6352.16
6353.48
6353.71 6354.16
6354.11
6354.13
6354.49
6355.45
6356.87
6356.78
6355.97
6357.26
6356.98
6357.39
6357.37
6356.26
6357.35
6357.47
6357.48
6357.48
6357.71
6361.51
6357.40
6357.41
6357.29
6357.29
6356.30
6356.39
6356.19
6355.95
6356.75
6355.58 6355.20
6355.01
6354.89
6354.51
6354.57
6354.56
6354.62
6355.22
6355.08
6355.17
6355.63
6355.68
6355.26
6355.31 6355.15
6354.976354.11
6353.09
6354.07
6355.48
6356.46
6355.28
6354.32
6353.38
6353.24 6353.48
6353.66
6354.16
6355.13
6356.32
6357.21
6357.30
6355.26
6354.81 6355.45
6357.04
6354.91
6354.31
6353.06
6353.24
6353.91 6353.57
6353.69
6353.58
6354.26
6355.11
6354.05
6353.86
6353.97 6354.43
6354.60
6355.16 6356.56
6356.03
6355.95
6358.03
6357.77
6358.24 6359.84
6359.42
6359.82
6361.44
6360.93
6361.31
6360.82
6362.55
6361.18 6359.16
6359.02
6357.22
6357.21
6355.80
6355.76
6355.76 6355.46
6355.38 6355.14
6355.40
6356.44
6357.65
6357.59
6358.11
6358.22
6357.96
6358.80
6359.57
6359.26
6359.54
6358.27
6357.74
6357.89
6358.41
6358.43
6358.42
6358.28
6357.89 6357.96
6356.68
6356.68 6355.92
6356.76
6356.72
6357.54
6357.99
6360.34
6361.43
6361.98
6361.92 6363.54
6362.22
6363.64
6363.95
6364.01
6363.66
6363.14
6363.13
6361.84
6362.61
6364.20
6365.77
6365.69
6366.37
6362.66
6363.06
6360.82
6361.94
6361.72
6362.85
6365.04
6363.87 6364.96
6365.30
6365.49
6363.08
6362.57
6362.12
6362.57
6363.59
6363.24
6363.42
6364.13
6364.34
6364.77
6365.90 6365.07
6365.36
6365.70
6365.69
6365.37
6365.72
6366.33
6366.92
6367.08
6368.29
6368.01
6367.986367.56
6367.30
6368.41
6368.90 6369.25
6369.29
6368.92
6368.97
6368.38
6365.22
6366.58
6365.93
6364.85
6365.45
6364.72
6366.18
6365.59
6365.39
6366.27
6366.09
6366.30
6366.29 6366.26
6366.05
6366.54
6366.42
6367.01
6368.39
6369.16
6368.94
6368.576368.12
6367.20
6367.46 6368.21
6368.47
6366.47
6366.45
6366.10
6365.95
6365.95
6365.98 6365.99
6365.77
6364.14
6363.20
6364.80
6365.73
6365.22
6364.92
6362.76
6363.58
6363.70 6363.64
6363.73
6363.84
6363.93
6363.85
6363.68
6351.16
6351.08
6352.09
6359.41
6357.58
6358.39
6357.62
6357.57
6356.64
6356.22
6355.77
6354.25
6352.89
6352.67
6354.13
6354.27
6354.21
6354.10
6353.86
6353.93
6354.43
6355.00
6355.69
6356.57
6356.40
6356.14
6355.51 6356.93
6356.98
6357.36 6358.62
6357.48
6359.33
6359.35
6359.30
6359.37
6359.23
6358.61 6360.05
6360.40
6360.83
6360.74
6360.74
6359.89
6359.35
6359.80
6359.47
6360.57
6360.15
6361.17
6361.31
6362.34
6362.23
6363.63
6361.70
6361.84
6361.63
6362.63
6361.66
6361.33 6361.90
6361.91
6362.90
6363.85
6365.01
6366.02
6365.03
6365.08
6364.06
6365.18
6364.29
6365.54
6365.73
6365.36
6364.80
6365.08
6364.98
6363.63
6365.03
6364.05
6364.08 6363.93
6362.75
6364.02 6363.33
6361.70
6363.73
6364.68
6363.30
6359.80
6362.72 6361.85
6361.996361.78
6358.35
6362.37
6362.52
6361.66
6361.50 6361.59
6362.69
6362.40
6362.76
6363.25
6363.18
6364.86
6366.11
6366.03
6365.80
6365.97
6365.81
6365.81
6366.21
6366.08
6365.64
6364.91
6366.24
6366.46
6366.32
6366.37
6366.12
6366.02
6366.28
6366.48
6367.00
6366.50
6367.26
6366.97 6366.94
6366.31
6365.86
6364.58
6366.12
6364.93
6366.62
6367.63
6367.66 6367.47
6367.78
6366.82
6365.25
6366.48
6367.08
6367.87
6367.80
6367.79
6367.68
6367.69
6367.93
6366.91
6365.59
6366.27
6365.29
6366.70
6366.92
6366.37
6366.18
6364.87
6365.39
6365.30
6362.70
6362.70
6362.74
6365.41
6365.43
6364.98
6365.00
6364.52
6364.50 6364.38
6364.00
6364.216363.23
6362.36
6361.86
6370.27
6369.42
6370.43 6370.45
6370.60
6369.04 6369.05
6367.56
6367.46
6368.63 6369.07
6370.25
6370.42
6370.78
6370.82
6348.18
6353.66
6364.19
6367.75
6363.69
6362.60
6345.35
6346.48
6347.77
6348.73
6349.64
6351.18
6352.61
6353.89
6355.52
6356.04
6357.46
6359.37
6361.08
6365.83
6364.43
6363.53
6362.45
6361.70
6359.40
6362.95
6362.32
6364.356363.43
6364.13
6363.41
6363.43
6362.26 6362.01
6362.21
6361.57
6361.23
6360.89
6361.18
6360.92
6360.71
6359.89
6358.98
6360.77
6359.71
6359.44
6358.36
6357.07 6356.30
6356.66
6355.58
6359.00
6360.06
6358.06
6362.14
6362.46
6360.85
6360.49
6355.82
6355.12
6353.87
6355.00
6355.96
6353.39
6353.44
6353.44
6353.46 6353.53
6353.94
6353.72
6354.06
6357.07
6357.93
6355.48
6355.14
6353.32
6353.31 6353.37
6353.07
6352.806350.24
6351.02
6350.44
6352.32
6352.09
6352.89
6352.92 6351.21
6351.68 6351.68
6351.70
6351.89 6352.39
6352.40
6352.76
6352.56
6352.11
6352.47
6351.42
6351.106350.87
6350.64
6349.64
6351.52
6350.45
6350.48
6350.42
6348.95
6348.71
6348.67
6348.74
6348.75 6348.37
6347.84
6347.45
6347.75
6347.85
6348.10
6348.08
6347.99
6348.01
6347.89 6347.75
6347.67
6347.34
6347.93
6346.56
6346.32
6346.17
6346.06
6347.17
6346.73
6346.80
6346.41
6345.14 6345.03
6345.64
6345.85
6345.76
6345.71
6345.47
6344.79
6345.01 6345.06
6348.46
6347.90
6348.82 6348.64
6375.74 6376.00
6365.02
6364.83
6364.89
6365.94
6357.88
6357.85
6357.84
6354.72
6355.07
6355.00
6363.57
6365.58
6365.55
6365.55 6365.60
6370.38
6364.95
6365.15
6367.52
6354.88
6353.53
6353.77
6353.90
6349.75
6351.11
6351.99
6356.47
6356.42
6356.71
6352.67
6358.72
6359.06
6358.64
6358.52
6361.25
6366.00
6366.08
6365.86
6365.85
6366.03
6364.66
6365.40
6365.15
6363.89
6364.20
6364.86
6365.27
6365.11
6367.6
6360.77
6362.72
6358.89
6361.51
/6357.73
/6355.23
/6351.85
/6353.33
/6350.68
/6353.30
/6353.44
6355.20
6353.95 6353.94
6353.38
6357.59
6360.73
6353.30
6345.76 /6342.11
/6342.52
/6342.086344.68
INV 6349.93
TOP GRATING 6353.63
CULV 1.5 D
CONC.
METAL CULV.
CORRUGATED
METAL CULV.
CORRUGATED
METAL CULV.
CORRUGATED
W
W
W
W
W4
W2
GW4
FM2
W3/4
G W
W2
W
6349.91 INV
6355.41 TOP
ELEV: 6355.04
N: 335,851.97
E: 1,627,956.04
TR COMM-1B
D
D
D
D
.0
°4 ’3
193.98’
94°42’30"
.6
°2 ’7
.1 0’50
°0 ’0
0+0
0+00
0+00
91°46’30" 40.00’
73.00’
91°46’30"
44.72’
91°46’30"
S L
S
S L
S L
E S
SL
S L
E S
E S
E H
H
EHH-
E H
H S B
SB10 EHH-1-
E H
H S
B
E H
H S
B
EHH-
2-
SB1
3-
SB1
EHH-
EHH-
E
E S
E
E S
E S
E S
E S
E S
E S
E S
E S E S
S
E S 1-S B1
EHH-
E S
E S
S B
E H
H
SB12
EHH-3
C
C
C
C
C
CC
C
C
C C
C
C
C
C
CU104
D R
A
IN
A G
E P
L A
N
SCALE: 1"=20’
DRAINAGE PLAN
NN
S E
E S
H T
C U
M A
T C
H L
IN
E
40’10’0 20’
DL-C STA. 0+38
DL-C STA. 0+00
DL-B STA. 0+00
DL-B STA. 0+49.84
BENCHMARK
TEMPORARY
ELEV.=6359.33
1,628,068.55 E
335,817.45 N
POT COMM-1A
104.48’
TO DL-C STA. 0+00
TIE POT COMM-1A
100.66’
TO DL-B STA. 0+00
TIE POT COMM-1A
MAUNA K
EA L
OOP
INV.=6354.99
PER DPW STD. DETAIL D-22
INSTALL SDMH NO. 1
PELE STREET
P O
H A
K U
L O
A S
T R
E E T
DL-C STA. 2+31.98
DL-B STA. 0+87.61=
CHANNEL "A" STA. 0+00
SEE STRUCT. SHTS.
BEGIN BOX CULVERT 1
DL-B STA. 1+18.24
INV.=6346.87 (36")
INV.=6347.93 (24")
INSTALL SDMH NO. 2
SEE STRUCT. SHTS.
BOX CULVERT 1
1-6’x3’ CONCRETE
STA. 0+00 TO 0+40
BOX CULVERT INSTALLATION
3’ DIA. CULVERT (2) FOR
REMOVE CORRUGATED METAL
TO MATCH EXIST.
AND FINISH GRADE
RESTORE A.C. PAVEMENT
(LOCATION APPROX.) &
METAL 2’ DIA. CULVERT
REMOVE CORRUGATED
GRADE TO MATCH EXIST.
A.C. PAVEMENT AND FINISH
3’ DIA. CULVERT & RESTORE
REMOVE CORRUGATED METAL
SEE DETAIL SHT. CU501 & CU503
RIPRAP BASIN
DRAIN INTO MORTARED
END DRAIN LINE "B"
p t0
C
U .d g n
CROSS SECTION SHTS. CU411-CU413
PROFILE SHTS. CU408-CU409 &
SEE DETAIL SHT. CU501,
MORTARED RIPRAP CHANNEL "A"
INV.=6348.64
CU509 & CU510
SEE DETAIL SHTS.
W/ GRATE
INSTALL DRAIN SUMP
F L
O W
FLOW
F L
O W
FL
O
W
FLOW
FLOW
FLOW
20’ 33’
11’
SEE DETAIL SHTS. CU509 & CU510
GRATE & GRAVEL FILTER
INSTALL DRAIN SUMP WITH
INV.=6355.18
BEGIN 36" CLASS V RCP DRAIN LINE "C"
PROFILE SHT. CU407
SEE DETAIL SHT. CU504 &
NEW 24" CLASS V RCP DRAIN LINE "B"
PROFILE SHT. CU407
SEE DETAIL SHT. CU504 &
DRAIN LINE "B"
NEW 24" CLASS V RCP
INV.=6349.64
SEE DETAIL SHT. CU509
EXIST. DRAIN SUMP)
DRAIN SUMP (CLEAN
CONNECT TO EXIST.
DRAIN LINE "B"
BEGIN 24" CLASS V RCP
PROFILE SHT. CU407
SEE DETAIL SHT. CU504 &
NEW 48" CLASS V RCP DRAIN LINE "B"
PROFILE SHT. CU407
SEE DETAIL SHT. CU504 &
NEW 36" CLASS V RCP DRAIN LINE "C"
F L
O W
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E fi
Honolulu District of Engineers
US Army Corps
SHEET OF
D
A T
E
T
IM
E
D A
T E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
P R
IN
T E
D B
Y
U
S E
R
L A
S T S
A V
E D B
Y
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
P L
O T S
C A
L E
C O
N T
R A
C T N
O
A N
S I
D
H O
N O
L U
L U D
IS
T R
IC
T
H O
N O
L U
L U
H A
W A
II
P H (8
-5
H
IL
O
H A
W A
II
K
O H
O L
A S
T
O K
A H
A R
A A
N D A
S S
O C
IA
T E
S
IN
C
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
:1
IDENTIFICATION
SHEET
S U
B M
IT
T E
D B
Y
IS
S
U E D
A T
E
W
A -1
-D -0
-0
O K
A H
A R
A A
N D A
S S
C I
N C
LEGEND:LEGEND:
PAVERS
INFILTRATION BED
FIRE LANE
L
O K
A N
O -K
E N
D R
IC
K
L S
A P
L A
N B
M E
Y E
R S
J U
L Y
IS
L
A N
D O
F H
A W
A
II
H A
W A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
E L E
C T
R
IC
A L L
IN
E S A
N D T
E L E
C O
M M
U N
IC
A T
IO
N S
F Y
R
E P
A
IR
N
O R
T H D
R A
IN
A G
E S
E C
O N
D A
ELEV: 6329.21
N: 335,693.60
E: 1,627,285.76
TR TRASH-2
ELEV: 6333.10
N: 335,820.90
E: 1,627,414.65
TR TRASH-4
E: 1,627,762.42
B U
M P
SP
EED
WVB
PAD
CONC
4.0 H
PLANT
EP#88 BLDG T-25"
SIGN "TRANSPORTATION-PTS
x x
5.0 H
PLANT
FF=6328.5
SIGN "YIELD"
BERM
BERM
30.0 H
1.0 D
PINE
STONE PILE
50.0 H
2.0 D
PINE
STONE PILE
BENCH
15.0 H
0.5 D
PINE
8.0 H
PLANT
INV 6330.1
TOP HDWL 6332.4
CULV 1.5 D
15 MPH"
"SPEED LIMIT
SIGN
60.0 H
2.0 D
EUCALYPTUS
70.0 H
2.0 D
PINE
25.0 H
2.0 D
TREE
PP#221
BLDR
"YIELD"
SIGN
INV 6324.86
TOP WALL 6328.59
CULV 1.8 D
TOP VALVE 6324.92
WVB TOP 6329.02
INV 6324.18
CULV 1.8 D
25.0 H
0.3 D
MAMANE
BLDR
(TOP CUT)
POLE
P L A T F O
R M
C O
N C
S T E P S
TOP VALVE 6328.93
TOP COVER 6330.48
WVB
TOP VALVE 6327.54
TOP COVER 6330.26
WVB
x x x x x
GATE
x x
HB
7.0 H
1.5 D
MAMANE
x x x x x x
TOP VALVE 6329.00
TOP COVER 6332.55
WVB
TOP VALVE 6329.58
TOP COVER 6332.35
WVB
INV 6330.18
TOP HDWL 6332.04
CULV 1.5 D
INV 6331.51
CULV 1.5 D
LIMIT 15 MPH"
SIGN "SPEED
TOP VALVE 6340.45
WVB TOP COVER 6343.43
x x x x x x x x x x x x x x x x x x x x x x x x x x
BOLLARD
FF=6354.38
FF=6354.40
BOLLARD SHED
R A
M P
C O
C
W
L K
C O
N C
P
A T
C H
FF=6354.04
BOLLARDS
DS W/
x x x x x x x x x x x
GATE
x
POST
BASKET
POST
BASKET
POST
BASKET
16.0 H CONC WALL
PAVED BASKETBALL COURTCOURT
RACKETBALL
PAVED
x x x
WALL
HT BRACE
WALL
HT BRACE
x x x x
40.0 H
2.0 D
PINE
x xGATE
EP#73
TP#18
TP#18
x x x
F F
.9
EXERCISE BARS
WVB
FH WVB
WVB
WAREHOUSE"
AND STORAGE
SIGN "SUPPLY
F F
.0
WVB
OF PUBLIC WORKS"
SIGN "DIRECTORATE
F F
.0
WVB
TP#16
F F
.5
WVB
F F
.2
2-WVB
F F
.7
WVB
F F
.8
WVB
F F
.8
WVBWVB
F F
.2
SIGN "STOP"
EP
TP#17
#52301889
W/METER
WMB
BFP
INV 6331.51
TOP GRATING 6333.31
STORM DRAIN
WVB
WVB
EP#222
CONC PLATFORM
EP
EP#223
F F
.2
PAD
CONC
PAD
CONC
F F
.0
F F
.3
F F
.9
PAD
CONC
PAD
CONC
PAD
CONC
PAD
CONC
PAD
CONC
VP
FF=6337.0
F F
.3
6339.3
FF=
F F
.4
VP
CPC
F F
.0
1 CO
DP
PAD
CONC
P A
D C
O N
C
P A
D
C O
N C
POST
PAD
CONC
W A
L K
F F
.0
CPC
CO
F F
.0
0.0 H
STUMP 2-BLDRS
2-CONC PADS
"STOP"
SIGN
INV 6324.16
TOP HDWL 6326.96
CULV 2.5 D
INV 6323.81
TOP HDWL 6327.01
CULV 2.5 D
x x x x x x x x
AIR VALVE
PAD
CONC
TP#18
PP#220
AT EAST END
W/GRATED TRENCH
BLDG#T-25
B L
D G P
B L
D G P
C E
N T
B
D G
F
IT
N E S
S P
H Y
S
IC
A L
B L
D G
T
B L
D G
T
B L
D G
T
B L
D G
T
B L
D G
T
B L
D G
T
B L
D G
T
B L
D G
T
B L
D G
T
A
6331.98
6331.83
6332.13
6332.36
6333.51 6333.08
6332.91
6332.40
6333.33 6333.01
6332.55 6334.42
6334.33
6336.29
6331.33
6332.43
6331.95
6332.20
6332.23
6331.47
6331.30
6331.36
6331.27
6328.60
6328.67
6328.42
6331.25 6331.39
6331.67
6332.46
6333.43
6334.74 6335.03
6336.06
6337.93
6338.04
6339.35
6346.69
6343.55 6338.90
6338.65 6338.33
6337.81
6336.23
6336.24
6333.98
6336.14
6336.01
6337.16
6336.54
6335.63
6335.45
6334.77 6334.91
6335.19
6335.04
6332.41
6333.36
6331.47
6334.10
6334.99
6335.30 6334.92
6334.58
6334.30
6333.45
6330.71
6332.96
6331.71
6331.41
6330.03
6333.19 6329.36
6330.53
6330.71
6329.98
6329.82 6327.70
6331.18
6333.77
6333.82
6335.31
6333.91
6332.44
6329.65
6329.44
6329.27
6326.97
6325.68
6329.24
6329.12
6329.40
6329.30
6329.21
6329.30
6328.87
6329.12 6328.84
6327.07
6328.47
6332.01
6333.59
6335.20
6335.91 6336.04
6336.16
6336.19
6335.04 6334.74
6330.48
6329.68
6328.45
6329.66 6330.716330.26
6330.02
6329.07
6330.89
6331.21 6332.15
6331.78
6329.39
6338.71
6345.94
6346.70
6346.52
6345.97
6347.59
6347.38
6347.53
6347.76
6347.89
6347.78
6347.74
6346.85
6346.76
6347.33
6345.83
6340.41
6345.25
6345.42
6346.13 6346.99
6347.83
6333.66
6332.38
6335.18
6336.02
6334.59
6331.51
6333.466332.466332.24
6330.74
6333.32
6330.10
6329.70
6332.08
6331.95
6331.12
6332.55
6333.06 6334.26
6335.07
6336.21
6336.36
6336.93
6337.82
6339.39
6340.85
6342.46
6343.94
6339.99
6344.25
6344.20
6343.62
6342.68 6343.43
6342.29
6338.24
6340.32
6339.69
6341.15
6336.64
6340.24
6339.06
6335.33
6337.396333.80
6337.32
6336.25
6333.44
6335.06
6334.48
6339.04
6347.29
6348.01
6348.26
6346.34
6341.98
6341.05
6346.21
6347.37
6348.30
6348.59
6347.78
6347.05
6342.06
6343.12
6347.58
6346.55
6347.11
6348.93
6348.78
6346.45
6345.93
6344.96
6349.53
6354.26
6354.28
6354.25
6354.38
6354.40
6354.43
6354.32
6354.30
6351.39
6351.33
6353.09
6352.996355.37
6355.32
6354.07
6354.48
6351.17
6349.36 6351.13
6354.41
6349.39
6349.06
6348.92
6348.89
6348.056348.36
6348.46
6348.47
6348.41
6348.29
6348.14
6348.01
6347.99 6348.02
6348.20
6348.32
6348.44 6347.89
6347.74
6347.83
6347.94
6347.25 6345.06
6346.95
6347.75
6331.00
6327.78
6328.58
6330.84
6330.26
6329.76
6328.99
6329.72 6330.67
6332.01 6331.11
6332.90
6334.02 6334.90
6337.78
6339.26
6340.72
6342.32
6343.85
6331.16
6328.53
6329.23
6329.55
6330.59
6336.28 6336.65
6336.21 6335.80
6336.50 6336.70
6342.58 6342.97
6347.34
6347.93 6347.43
6346.99
6346.96 6346.56
6346.32 6346.51
6346.23 6346.17
6346.06 6346.09
6345.14 6345.03
6345.64
6345.85
6345.76
6345.47
6345.66 6346.51
6344.57
6344.79
6345.01 6345.06
6343.59
6343.50
6342.42
6342.82
6342.38
6342.00 6341.68
6340.74
6340.54
6339.25
6339.32
6340.98 6339.96
6339.47
6339.06
6339.33 6338.52
6338.27
6337.85
6337.47 6337.64
6335.91 6336.24
6337.74
6336.62
6336.43 6335.69
6335.176334.07
6333.77 6333.06
6331.64
6331.51
6332.89
6333.54 6333.45
6333.26 6334.47
6334.67 6335.38
6334.676333.29
6333.29
6334.11
6332.64
6332.26
6330.96 6330.21
6330.43
6329.13
6329.07
6329.18
6329.32
6329.21
6330.48
6330.11
6329.27
6329.67
6329.37
6328.90 6328.73
6328.65
6328.46
6329.53 6330.22
6330.79
6331.45 6331.96
6332.046330.776329.986328.97 6328.87
6329.62 6329.70
6330.39 6331.43
6332.19
6333.13 6331.70
6330.58
6330.21
6330.71
6330.87
6330.84
6330.45 6330.88
6330.65
6331.97
6332.51
6333.54
6335.15
6335.14 6334.16
6333.04
6333.32
6332.71 6332.90
6333.86
6334.01 6335.56
6335.77
6335.21
6335.33
6335.27
6335.796335.71
6335.96 6336.33
6336.49
6336.54 6336.93
6336.59
6336.69
6334.97
6334.55
6335.16 6334.27
6333.23
6333.80
6332.19
6332.47 6332.88
6333.83 6334.88
6337.61
6337.71
6337.72
6337.32
6336.86
6336.936336.86
6336.90
6336.78
6338.13
6338.08
6339.05
6339.71
6340.00
6339.56
6339.41 6338.496338.35
6338.31
6337.23 6338.67
6338.21 6339.59
6340.15
6340.61
6340.58
6340.51
6340.93
6340.91
6341.57
6341.60
6342.06 6342.05
6341.69
6341.96 6343.17
6341.92
6341.77
6341.16
6341.27
6347.76
6348.20
6348.38
6348.30
6344.326342.81
6342.356340.186339.12
6338.08
6335.97
6345.81
6346.37
6347.80 6352.12
6349.80
6350.10
6348.38
6330.52
6330.96
6330.91
6330.15
6329.49
6329.92
6329.03 6328.56
6327.96
6328.56
6328.92
6329.42
6328.74
6327.93
6326.26
6327.71
6327.83
6328.11
6327.43 6327.10
6328.03
6328.226326.30
6327.06
6327.66
6328.34
6328.35
6325.11
6323.77
6323.40
6323.53 6322.87
6322.84
6328.14
6327.18 6327.71
6328.96
6329.84
6330.21
6329.12
6329.10
6329.38
6329.44
6329.08
6328.77
6328.77
6328.82
6328.89
6357.04
6328.94
6328.61
6328.71
6328.85
6326.9
6350.38
6349.75
6354.22
6351.11
6351.26
6351.24
6330.1
6336.46
6336.37
6333.50
6332.50
6333.50
6334.58
6332.49
/6331.72
/6331.836332.11
6334.36/6333.53
6335.54/6334.79
/6336.476337.22 6337.23/6336.48
6338.82
/6338.24
6340.25
6341.63/6340.23
/6339.50
6345.76
6344.68 /6342.116343.06
CULV.
CONC.
CULV.
CONC.
IRON CULV.
SMOOTH CAST
METAL CULV.
CORRUGATED
W
W
W2
W4
W4
W
W
S
S
SL
S
L SL
S L
SL
E
EHH-19
E H
H S
B
EHH-20 S
B
E H
H -1
E
E
ES
C
C
C
C
C
C C
D
D
D
58.03’
115°31’30"
.5
°4 ’3
123°5 1’0"
52.00’
105°47’0"64.00’
.4
°2
’1
190.00’
92°50’30" 123.00’ 83°34’0"
138.
00’
77°4 ’0"
98°55’30"
CU105
D R
A
IN
A G
E P
L A
N
SCALE: 1"=20’
DRAINAGE PLAN
NN
S E
E S
H T
C U
M A
T C
H L
IN
E
S E
E S
H T
C U
M A
T C
H L
IN
E
SEE SHT. CU108
MATCHLINE
40’10’0 20’
STA. 5+64 TO 6+16
DL-D STA. 0+00 STA. 4+00.81 O/S 8.26’ RT
SEE DETAIL SHT. CU501
OUTFALL TO CHANNEL SIDE SLOPE
CONNECT EXIST. 18" CONC. CULV.
SEE STRUCT. SHTS.
BOX CULVERT 2
1-6’x4’ CONCRETE
EXIST. GUY & ANCHOR
TO TRANSITION AROUND
NEW MORTARED RIPRAP
IN-PLACE
UTILITY POLE
PROTECT EXIST.
IN-PLACE
UTILITY POLE & ANCHOR
PROTECT EXIST.
MAUNA KEA LOOP
CULVERT INSTALLATION
METAL CULVERT FOR BOX
REMOVE EXIST. 21"
EXIST. GUY & ANCHOR
RIPRAP AROUND
INSTALL NEW MORTARED
p t0
C
U .d g n
CROSS SECTION SHTS. CU411-CU413
PROFILE SHTS. CU408-CU409 &
SEE DETAIL SHT. CU501,
MORTARED RIPRAP CHANNEL "A"
CROSS SECTION SHTS. CU411-CU413
PROFILE SHTS. CU408-CU409 &
SEE DETAIL SHT. CU501,
MORTARED RIPRAP CHANNEL "A"
IN-PLACE
UTILITY POLE & ANCHOR
PROTECT EXIST.
FLOW
FLOW
F L
O W
FLOW
SEE DETAIL SHT. CU503
RIPRAP CHANNEL
DRAIN INTO MORTARED
DRAIN LINE "D"
BEGIN 36" CLASS V RCP
PROFILE SHT. CU407
SEE DETAIL SHT. CU504 &
DRAIN LINE "D"
NEW 36" CLASS V RCP
BENCHMARK
TEMPORARY
ELEV.=6329.21
1,627,285.76 E
335,693.60 N
TR TRASH-2
44.64’
CHANNEL"A" STA. 5+64
TIE TRASH-2 TO
23.15’
CHANNEL"A" STA. 6+16
TIE TRASH-2 TO
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E fi
Honolulu District of Engineers
US Army Corps
SHEET OF
D
A T
E
T
IM
E
D A
T E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
P R
IN
T E
D B
Y
U
S E
R
L A
S T S
A V
E D B
Y
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
P L
O T S
C A
L E
C O
N T
R A
C T N
O
A N
S I
D
H O
N O
L U
L U D
IS
T R
IC
T
H O
N O
L U
L U
H A
W A
II
P H (8
-5
H
IL
O
H A
W A
II
K
O H
O L
A S
T
O K
A H
A R
A A
N D A
S S
O C
IA
T E
S
IN
C
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
:1
IDENTIFICATION
SHEET
S U
B M
IT
T E
D B
Y
IS
S
U E D
A T
E
W
A -1
-D -0
-0
O K
A H
A R
A A
N D A
S S
C I
N C
LEGEND:LEGEND:
PAVERS
INFILTRATION BED
FIRE LANE
L
O K
A N
O -K
E N
D R
IC
K
L S
A P
L A
N B
M E
Y E
R S
J U
L Y
IS
L
A N
D O
F H
A W
A
II
H A
W A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
E L E
C T
R
IC
A L L
IN
E S A
N D T
E L E
C O
M M
U N
IC
A T
IO
R
E P
A
IR
N
O R
T H D
R A
IN
A G
E S
E C
O N
D A
ELEV: 6315.20
N: 335,788.65
E: 1,626,722.42
TR YARD-4
INV 6330.93
CB - TOP GRATING 6332.48
4.0 H
PLANT
x x x x x
FF=6328.5
x x x x x x x x x x x x x x x x x x x x x
GATE
GATE
EP#226 BLDR
LPEP#228
15.0 H
1.5 D
MAMANE
12.0 H
1.0 D
MAMANE
GATE
EP#248
WMH
GATE
3 BLDRS
20.0 H
2.0 D
PINE
DRIVEWAY
CONC
EP
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
LIMIT 5"
SIGN "SPEED
MAINT"
SIGN "RANGE
x x x x x x x
F F
.0
WALK
WALK
6320.44
FF=
6320.53
FF=
x x x x x x x x x x x x
.0
H
.0
D
W
P
IN
E S
VP
CO
F F
.5
W/POST
CONC PAD
W/POST
CONC PAD
F F
.3
HB
F F
.4 x x x
SHED
8.0 H
0.5 D
PLUMB
F F
.4
EP
30.0 H
2.0 D
PINE
x x
EP#227
CONC
x x x x x x x x x x x x x x x x x x
TP
TOP VALVE 6324.16
WVB TOP 6325.61
FOR AC
CONC PAD
RAMP
RAMP
VPCOVP
F F
.3
FF=6328.38
INV 6314.46
TOP HDWL 6318.56
CULV 3.0 D
INV 6313.73
TOP HDWL 6318.13
CULV 3.0 D
F F
.1 x x x
FOR WV AND WMB
FENCE ENCLOSURE
W/SOLAR
SIREN POLE
TOP VALVE 6321.70
WVB TOP 6322.95
L A
N E
F
IR
E
L A
N E
F
IR
E x x
G A
T E
AT EAST END
W/GRATED TRENCH
BLDG#T-25
STORAGE
COVERED
B L
D G
T
BLDG#R-16
B L
D G
T
B L
D G
T
B L
D G
T
B L
D G P
STORAGE
BLDG#T-25
STORAGE
6330.84
6331.33
6332.03
6331.51
6330.65
6330.22
6330.51
6331.16
6324.99
6327.89
6327.99
6317.90
6318.65
6317.84
6328.34
6328.74
6327.93
6327.37
6327.25
6326.57
6326.73
6327.07
6326.17
6326.60
6326.55
6326.41
6326.46
6326.13
6325.21
6325.25
6324.06
6324.33
6323.18
6323.25
6322.42
6321.70
6320.63
6319.17
6318.62
6319.11
6319.88
6320.43
6320.40
6320.50 6320.38
6320.35
6320.49
6320.51
6321.79
6322.24
6321.37
6320.95
6321.53
6321.39
6321.67
6321.96 6321.58
6321.60
6322.26
6322.58
6323.54
6323.30
6322.87
6322.86
6322.59
6322.57
6323.03 6323.07
6323.07 6323.57
6324.59
6324.64
6324.74 6325.15
6325.45
6325.57
6324.82 6324.15
6325.66
6325.88 6325.75
6325.35
6325.82
6325.94 6326.25
6326.24
6326.17
6325.68
6326.47
6326.42
6326.23
6325.44
6326.09
6324.99
6325.23
6325.18
6324.72 6322.65
6322.32
6322.376321.94
6319.98
6319.30 6319.12
6318.86
6318.46
6321.25
6318.39
6318.54
6317.84
6318.29
6318.18
6319.12
6320.81 6321.98
6318.97
6319.41
6322.97 6324.42
6324.51
6319.15
6322.51
6324.53 6325.63
6325.75
6320.22
6320.66 6320.55
6322.32
6325.63
6326.16
6325.75
6326.35
6326.80
6325.88
6326.26
6327.71
6322.87
6322.84
6326.22
6327.62 6328.14
6327.18
6329.44
6329.08
6329.06
6328.61
6328.77
6328.77
6327.89
6327.99
6328.29
6328.31
6328.32
6327.76
6328.34
6327.21
6326.92
6326.62 6326.59
6326.92 6326.10
6326.26
6326.43
6325.81
6326.51
6325.82
6325.37
6325.28
6319.15
6318.73
6318.50
6324.35
6324.51
6323.46
6322.98
6322.85
6320.96
6318.90
6316.83 6315.99
6319.67
6320.35
6318.70
6320.10
6319.18
6315.65
6317.65
6317.83
6317.90
6317.70
6316.06 6314.866314.17
6310.72
6313.38
6310.64
6312.34
6312.25
6314.57 6315.08
6313.37
6313.24
6313.16
6315.63 6316.90
6316.59
6316.31 6315.23
6315.09
6313.72
6310.75
6310.07
6313.13
6309.82
6310.10
6312.13
6312.94
6312.86
6314.46
6314.59
6312.23
6311.48
6312.58
6313.24
6315.17
6314.10
6313.17 6314.57
6315.45
6315.76
6315.41
6316.02
6315.82
6315.16
6315.32 6315.40
6316.39
6318.64
6319.28
6319.16 6318.49
6316.06
6315.88 6315.35
6315.59 6318.72
6318.94
6318.48 6316.42
6316.22
6317.65
6318.83
6319.01
6318.58
6318.76 6318.91
6319.05
6320.55
6319.66
6318.54
6318.74
6317.69 6317.07
6316.83
6316.87
6315.43 6316.17
6317.60
6319.80 6320.80
6323.64
6323.23
6324.25
6321.62
6319.59
6317.54 6315.66
6314.78
6314.41
6315.54
6314.33
6313.17
6313.64
6312.30
6312.50
6311.976311.07
6312.08
6311.64
6311.846311.51
6311.18 6311.68
6311.52
6309.53
6309.98
6310.57
6311.28
6310.54
6310.57
6311.33
6311.59
6310.72
6310.95
6311.86
6312.92
6312.61
6312.76
6314.20
6314.22
6314.68 6315.68
6315.65
6317.09
6317.20
6319.256318.04
6314.35
6319.62
6322.09
6321.79
6322.026321.25
6320.89
6323.81
6324.32
6324.31
6324.29
6324.49
6326.98
6326.22 6325.50
6324.69
6326.88
6326.11
6325.336324.48
6324.59
6323.96
6324.78
6325.57
6326.44
6325.88
6325.12
6324.37
6323.72
6323.70
6323.53
6323.43
6324.14
6324.74
6324.61
6323.95
6324.70
6325.29
6325.42
6325.97
6326.68
6327.42 6327.87
6327.85
6328.10 6328.44
6328.38
6328.66
6327.38
6326.63
6327.38
6328.22
6329.11
6328.59
6329.86
6329.56
6330.02
6330.47
6330.63
6329.58
6329.69
6328.69
6327.89
6327.95
6328.85
6313.48
6308.20
6311.65
6312.10
6310.56
6308.72
6307.04
6306.43
6309.12
6317.64 6317.34
6317.38 6318.18
6318.48
6316.85
6317.58
6321.48
6324.69
6326.02
6327.90
6329.10
6322.73
METAL
CORRUGATED
W
W3
W3
SL SL
S P E A
K E R S
E
E S
SL
EHH-22
C
C x xxx x x x x x x x x x x x x x x x x x x x x x x x x x x
70°5 5’0
83.
56’
97°30’0" 90.00’
92°51’0" 30.00’
98°34’0" 106.00’
82°30’0
100.00’
88°43’30"
120.00’
CU106
D R
A
IN
A G
E P
L A
N
SCALE: 1"=20’
DRAINAGE PLAN
NN
S E
E S
H T
C U
M A
T C
H L
IN
E
40’10’0 20’
SEE STRUCT. SHTS.
BOX CULVERT 3
1-6’x4’ CONCRETE
IN-PLACE
MAMANE TREE
PROTECT EXIST.
IN-PLACE
UTILITY POLE
PROTECT EXIST.
STA. 10+06 TO 10+36
BENCHMARK
TEMPORARY
ELEV.=6315.20
1,626,722.42 E
335,788.65 N
TR YARD-4
150.21’
STA. 10+36
CHANNEL "A"
TIE TR YARD-4 TO
CULVERT INSTALLATION
3’ DIA. CULVERT FOR BOX
REMOVE CORRUGATED METAL
STA. 11+72
SEE DETAIL SHT. CU502
BASIN DOWNSTREAM
INSTALL 6-INCH RIPRAP
END MORTARED RIPRAP CHANNEL "A"
79.54’
STA. 11+72
CHANNEL "A"
TIE TR YARD-4 TO
p t0
C
U .d g n
CROSS SECTION SHTS. CU411-CU413
PROFILE SHTS. CU408-CU409 &
SEE DETAIL SHT. CU501,
MORTARED RIPRAP CHANNEL "A"
CROSS SECTION SHTS. CU411-CU413
PROFILE SHTS. CU408-CU409 &
SEE DETAIL SHT. CU501,
MORTARED RIPRAP CHANNEL "A"
SEE DETAIL SHTS. CU502 & CU511
TRANSITION TO EXIST. DRAINAGE FEATURE
FENCE AS NEEDED TO INSTALL BASIN &
REMOVE & REPLACE 60 L.F. EXIST. CHAIN LINK
30’
FLOW
FLOW
FLOW
FLOW
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E fi
Honolulu District of Engineers
US Army Corps
SHEET OF
D
A T
E
T
IM
E
D A
T E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
P R
IN
T E
D B
Y
U
S E
R
L A
S T S
A V
E D B
Y
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
P L
O T S
C A
L E
C O
N T
R A
C T N
O
A N
S I
D
H O
N O
L U
L U D
IS
T R
IC
T
H O
N O
L U
L U
H A
W A
II
P H (8
-5
H
IL
O
H A
W A
II
K
O H
O L
A S
T
O K
A H
A R
A A
N D A
S S
O C
IA
T E
S
IN
C
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
:1
IDENTIFICATION
SHEET
S U
B M
IT
T E
D B
Y
IS
S
U E D
A T
E
W
A -1
-D -0
-0
O K
A H
A R
A A
N D A
S S
C I
N C
LEGEND:LEGEND:
PAVERS
INFILTRATION BED
FIRE LANE
L
O K
A N
O -K
E N
D R
IC
K
L S
A P
L A
N B
M E
Y E
R S
J U
L Y
IS
L
A N
D O
F H
A W
A
II
H A
W A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
E L E
C T
R
IC
A L L
IN
E S A
N D T
E L E
C O
M M
U N
IC
A T
IO
R
E P
A
IR
N
O R
T H D
R A
IN
A G
E S
E C
O N
D A
ELEV: 6
.59
N:
,132 .97
E: 1 ,627
,650 .21
POT P
MB-6A-B
ELEV: 6
.95
N:
,428 .11
E: 1 ,627
,676 .21
POT MRD-1A
ELEV: 6
.19
N:
,395 .02
E: 1 ,627
,808 .56
TR
MRD-1
ELEV: 6
.79
N:
,062 .34
E: 1 ,627
,954 .04
POT P
MB-5A
ELEV: 6
.27
N:
,125 .40
E: 1 ,627
,972 .12
POT P
MB-5A-1
ELEV: 6
.42
N:
,164 .12
E: 1 ,627
,983 .23
POT P
MB-5A-2
ELEV: 6
.21
N:
,202 .62
E: 1 ,627
,994 .27
POT P
MB-5A-3
ELEV: 6
.27
N:
,237 .65
E: 1 ,628
,004 .31
POT P
MB-5A-4
ELEV: 6
.24
N:
,276 .86
E: 1 ,628
,015 .55
POT P
MB-5A-5
ELEV: 6
.32
N:
,346 .29
E: 1 ,628
,035 .46
POT MRD-A
ELEV: 6
.00
N:
,306 .57
E: 1 ,628
,220 .39
TR
PMB-4
ELEV: 6
.72
N:
,160 .04
E: 1 ,628
,167 .62
POT P
MB-5B
ELEV: 6
.06
N:
,026 .64
E: 1 ,628
,119 .58
TR
PMB-5
FF=6349.30
VALVE
WVB W/O
FF=6350.44
PAD
CONC
FF=6351.26
FF=6351.30
FF=6351.91
FF=6352.79
CONC W/COVER
TOP VALVE 6351.4
WVB TOP COVER 6352.0
HBCOL
FOR G
ARBAGE C
ANS
RAIS
ED C
ONC P
AD
W/DRAINWASHRACK
EP#
TOP V
ALVE 6
.86
COVER 6
.56WVB T
OP
TOP V
ALVE 6
.04
COVER 6
.72WVB T
OP
TOP V
ALVE 6
.21
COVER 6
.49WVB T
OP
EP#
1 15
MPH""SP
EED L
IMITSIG
N
FF=6356.90
F F
.0
F F
.6
WV
EXPOSED
FF=6352.57
FF=6351.89
FF=6351.29
F F
.5
FF=6351.15
USEDPOLE
NOT
EP
F F
.3
FF=6356.73
FF=6356.71
FF=6357.00
15 MPH"
LIMIT
"SPEED
SIGN
BFP
EXERCIS
E B
ARS
FF=6357.32
O L
D B
R O
K E
N P
A V
E M
E N
T
FF=6349.40
SURROUNDED B
Y B
LDR
WATER A
PPARATUS
WMB W/METER #0207258
WVB TOP COVER 6348.8 TOP VALVE 6347.7
CW
EP#
FF=6357.46
FF=6356.90
EP
FF=6360.02
FF=6359.89
FF=6359.77
F F
.5
FF=6357.00
USEDPOLE
NOT
FF=6356.97
F F
.4
2 FF=6359.89
EP
FF=6357.00
FF=6357.17
FF=6359.96
VALVEWVB W/O
FF=6360.16
WLCOL
W/DRAINWASHRACK
SUMP
TOP V
ALVE 6
.60
WVB T
OP C
OVER 6
.84
EP#
P A
D
C O
N C
EP#
WL
TOP VALVE 6357.2
WVB TOP COVER 6358.0
COL
W/DRAINWASHRACK
FOR G
ARBAGE C
ANS
RAIS
ED C
ONC P
AD
O L
D B
R O
K E
N
P A
V E
M E
N T
FF=6359.97
FF=6359.99
FF=6359.90
"YIE
LD"
SIG
N
OUTLE
T IN
V 6
.82
CULV 1
.5 D
FF=6359.78
FF=6359.69
FF=6359.66
15.0 H
1.0
DMAMANE
POST
INV 6
.4
TOP H
DWL 6
.0
BOX C
ULV 2
-6.0 W
RAIL
CW
CB
"STOP"
SIG
N
RAIL
CW
INV 6
.8
TOP H
DWL 6
.8
BOX C
ULV 2
-6.0 W
FF=6350.40
x x xxxxxxx x xGATE BOLLARDS
SIG
N "
OFF
LIM
ITS"
HOURS O
F O
PERATIO
N S
IGN
AC BERM
x x x x x x x x x x x
ARV
BOLLARDS
BOLLARD BOLLARD
#52
509W/METER
WMB
EP#
-A
EP#
-B
BLDG#T-256
BLDG#T-255
BLDG#T-254
BLDG#T-253
BLDG#T-252
BLDG#T-251 BLDG#T-241
R
E A
B L
G
R
B L
D G
T
B L
D G
T
BLDG#T-242
BLDG#T-243
BLDG#T-244
BLDG#T-245
BLDG#T-246 BLDG#T-236
BLDG#T-235
BLDG#T-234
BLDG#T-233
B L
D G
T
BLDG#T-232
BLDG#T-231
0.6
0.7
0.1
0.2
8.1
7.7
7.2
1.6
5.7
5.5
6.2
6.5
6.3
5.5
4.9
7.6
8.0
8.6
5.6
8.5
9.1
9.5
9.3
8.9
7.3
8.3
8.6
9.6
9.4
0.1
0.3
0.6
0.7
9.6
0.1
0.6
0.4
0.4
0.4
0.5
0.9
0.5
9.9
9.3
0.4
0.1
1.1
1.4
1.0
0.8
0.8
1.2
1.6
1.4
1.5
1.6
1.6
1.0
9.2
9.4
0.4
1.6
1.4
1.6
1.1
1.7
1.8
1.8
1.9
1.5
0.3
0.3
1.5
2.5
2.6
2.6
3.3
3.6
3.7
3.3
3.8
3.8
5.2
5.0
4.6
4.2
1 635 6.2
6.4
7.3
7.2
6.8
6.6
6.2
5.7
5.4
5.2
5.4
5.7
6.2
6.5
5.1
5.3
4.7
5.0
4.7
5.3
5.2
4.0
4.3
3.8
3.3
2.3
2.7
3.2
2.8
4.6
4.5
4.9
5.4
4.5
3.8
1.9
2.5
2.9
2.2
1.8
1.0
1.6
2.3
2.2
1.9
2.2
1.8
2.0
1.6
1.4
1.4
1.2
1.5
1.3
0.8
1.2
1.1
1.0
1.0
1.0
1.0
0.9
0.3
1.0
1.0
1.2
1.7
1.3
0.6
0.3
0.8
0.7
0.8
0.7
0.5
0.3
9.9
0.2
9 634 9.8
0.3
1.1
1.5
1.7
1.4
1.0
1.5
1.9
1.5
1.9
2.2
1.8
2.1
2.8
2.0
3.5
4.9
5.5
5.6
5.8
5.8
5.7
5.8
5.6
5.7
5.1
4.4
4.9
5.4
5.8
5.9
5.8
5.8
5.7
5.8
6.0
5.8
5.9
5.8
5.8
5.2
5.0
6.2
6.0
6.0
6.0
5.1
5.6
3.4
4.2
2.7
2.3
3.1
0.9
0.9
1.2
0.6
1.0
1.5
0.9
0.5
0.0
9.7
0.3
9.2
8.6
9.5
9.9
9.8
9.5
9.8
9.4
9.1
9.0
9.0
8.6
8.9
5 634 8.4
9.1
8.1
8.8
8.9
7.5
7.9
7.1
6.6
8.8
8.6
7.4
8.2
9.5
0.5
1.6
2.9
4.2
3.9
2.6
1.2
0.2
9.3
7.6
7.8
6.2
6.4
6.3
6.6
5.7
3.2
5.2
5.4
6.5
6.3
5.6
7.2
7.3
8.1
7.9
8 635 9.0
8.5
8.8
9.4
9.4
8.8
9.3
9.5
9.1
8.7
7.8
8.6
7.9
7.4
8.2
8.5
8.9
8.9
8.4
7.7
8.5
8.1
7.8
7.3
7.6
7.2
6.5
7.1
7.2
7.0
7.1
6.3
6.2
5.8
6.5
5.4
4.6
6.1
6.5
7.1
7.2
7.2
7.0
6.9
6.9
6.7
5.9
6.1
6.8
6.9
6.7
6.6
7.3
6.5
7.2
7.3
7.8
8.1
8.5
9.0
7.9
8.2
8.8
8.4
9.4
9.0
9.1
9.2
9.7
9.4
9.7
9.6
9.9
9.2
9.3
9.7
9.4
9.8
9.7
9.7
9.9
9.7
9.6
9.9
9.9
9.6
9.6
9.3
9.1
9.3
9.0
8.1
8.8
8.4
8.1
7.6
6.8
7.4
6.5
6.1
6.0
6.2
6.8
7.3
7.2
7.0
7.1
6.8
6.3
6.5
6.6
7.1
7.1
7.0
7.0
6.9
6.9
6.5
6.6
7.4
0 635 7.6
7.4
8.1
8.0
8.4
8.9
8.3
8.9
9.5
8.8
9.2
9.4
9.7
9.8
9.8
9.8
8.9
8.8
8.6
8.0
8.9
8.4
8.4
8.7
8.0
8.5
8.1
7.5
6.4
7.0
6.5
6.2
6.0
6.4
6.9
7.0
6.7
6.5
6.1
6.5
7.0
7.0
7.0
7.2
6.7
7.6
8.0
8.1
8.3
7.8
8.3
8.2
9.0
8.5
8.8
9.3
9.3
9.6
9.5
9.4
9.0
9.7
9.5
8.9
9.5
9.1
8.8
9.4
9.9
0.2
9.7
9.7
9.4
8.9
8.3
8.6
8.4
8.5
8.3
8.4
8.4
7.7
7.8
7.2
6.9
7.1
7.4
8.1
7.8
7.6
7.7
8.3
8.1
8.7
8.9
0 635 9.5
9.2
9.5
9.9
9.2
0.1
7 636 0.8
1.0
0.6
9.9
6 636 0.6
1.5
1.4
1.6
2.6
2.4
2.6
0.3
9.8
9.8
0.7
0.2
9.9
9.6
0.1
9.8
9.8
0.0
9.8
9.7
9.7
0.0
0.5
0.5
0.5
1.1
0.9
2.3
2.2
2.7
2.8
3.0
3.7
4.3
4.0
5.4
8 636 5.0
6.4
6.4
5.0
4.4
4.3
3.2
2.4
1.1
2.6
2.9
2.5
1.4
1.2
0.9
0.3
0.5
0.8
0.8
0.5
9.5
9.6
0.5
0.7
9.7
0.3
9.5
9.6
9.9
9.9
0.2
0.1
0.1
0.2
0.2
9.6
9.7
9.6
9.9
9.7
9.7
0.0
9.7
9.6
9.3
9.5
8.7
9.7
9.8
9.5
0.0
9.8
0.1
9.8
9.0
9.5
9.4
0.1
0.3
0.0
9.3
0.7
6 635 9.5
9.2
1.2
3.0
2.7
8.6
0.2
9.7
0.0
0.1
0.4
0.1
0.2
0.4
0.3
9.3
3.3
2.3
2.4
0.8
0.5
2.0
0.3
0.5
0.2
0.3
0.6
0.4
9.7
0.4
0.2
0.5
2.3
2.0
9.7
9.9
9.5
5.1
8.7
9.2
9.3
9.3
9.1
8.6
7.7
9.9
2.6
4.3
0.4
1.1
5.8
6.3
4.4
4.8
8.8
0.4
0.7
7.1
6.1
4.8
5.9
4.7
5.9
7.4
7.8
8.0
9.0
8.9
6.9
7.2
6.2
5.3
3.8
4.9
4.4
3.0
3.8
3.4
2.0
1.4
0.6
0.5
0.1
0.6
1.8
1.5
1.8
2.8
2.7
2.4
1.2
1.9
1.3
1.1
0.8
9.6
0.0
0.1
9.1
8.8
8.2
9.5
8.9
0.2
9.8
0.3
9.0
0.4
0.2
5.3
4.4
3.5
4.4
4.2
2.6
3.0
2.7
2.0
1.6
1.5
1.2
3.2
1.6
0.6
1.2
0.7
0.0
9.9
1.1
1.0
1.3
9.3
9.4
8.7
8.5
9.8
0.8
0.6
9.0
7.5
8.3
7.6
7.2
8.8
9.8
4.0
3.5
8.15
8.18
8.5
8.9
8.8
0.3
0.4
9.3
9.3
9.15
9.18
0.11
9.9
0.7
0.6
1.26
1.45
1.31
1.00
1.17
9.5
9.6
9.8
9.3
9.3
9.4
9.1
9.1
9.4
9.3
9.2
9.5
8.9
8 635 8.9
9.2
9.2
9.7
9.6
9.5
8.5
4 635 8.6
8.3
6.1
6.1
6.2
5.5
5.6
5.8
6.2
6.2
6.3
6.2
6.7
6.7
6.7
6.6
7.1
5.7
5.5
6.0
2.2
0.8
1.1
1.6
1.6
9.2
CULV.CONC.
BOX
METAL C
ULV.CORRUGATED
W
W
W
W
W3
W3
W
W
W
GRATED CHANNEL
S
S
S
SL
SL
ES
ES
ES
E
EHH-3-SB15
3-SB14
EHH-
ES
EHH-2-SB15
ES
SB14
EHH-2
4-SB14
EHH-
E S
E
EHH-8EHH-9
EHH-7
EHH-1-SB15
E S
E S
ES
SB16
EHH-2
SB16
EHH-1
E
E
ES
SB16
EHH-3
SB14
EHH-1
C
C C
C
CC
C
C
70.80’
283°46’34"
102°14’30"
290.00’ 111°53’7" 14.00’93°27
’0"
18.00 ’ 0
.1
°0 ’0
33.00’
104°0’0"
101°41’24"
90.51’ 274°1
4’26"
20.00
33.00’
104°0’0"288°16’51" 20.00’
102°14’50"
127.73’
272°2 0’13"
20.0 0’
288°55’17" 20.00’
104°7’22"
101.29’275°41’57"
20.00’
723.82’
104°30’0"
°58 ’40
.58
0+
0+00
1+00
2+00
2+74
.1
’0
0+00
1+00
2+00
2+82
E 16
19.7 2 N 33
7.96
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E fi
Honolulu District of Engineers
US Army Corps
SHEET OF
D
A T
E
T
IM
E
D A
T E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
P R
IN
T E
D B
Y
U
S E
R
L A
S T S
A V
E D B
Y
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
P L
O T S
C A
L E
C O
N T
R A
C T N
O
A N
S I
D
H O
N O
L U
L U D
IS
T R
IC
T
H O
N O
L U
L U
H A
W A
II
P H (8
-5
H
IL
O
H A
W A
II
K
O H
O L
A S
T
O K
A H
A R
A A
N D A
S S
O C
IA
T E
S
IN
C
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
:1
IDENTIFICATION
SHEET
S U
B M
IT
T E
D B
Y
IS
S
U E D
A T
E
W
A -1
-D -0
-0
O K
A H
A R
A A
N D A
S S
C I
N C
LEGEND:LEGEND:
PAVERS
INFILTRATION BED
FIRE LANE
L
O K
A N
O -K
E N
D R
IC
K
L S
A P
L A
N B
M E
Y E
R S
J U
L Y
IS
L
A N
D O
F H
A W
A
II
H A
W A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
E L E
C T
R
IC
A L L
IN
E S A
N D T
E L E
C O
M M
U N
IC
A T
IO
R
E P
A
IR
N
O R
T H D
R A
IN
A G
E S
E C
O N
D A
R Y
CU107
D R
A
IN
A G
E P
L A
N
SCALE: 1"=20’
DRAINAGE PLAN
NN
EDGE OF PAVEMENT
40’10’0 20’
S E
E S
H T
C U
M A
T C
H L
IN
E
STA. 0+00
MATTRESS SWALE "H"
BEGIN GABION
STA. 0+00
MATTRESS SWALE "G"
BEGIN GABION
MAUNA KEA LOOP
MAUNA LOA STREET
PROFILE SHT. CU405
SEE DETAIL SHT. CU501 &
GABION MATTRESS SWALE "G"
PROFILE SHT. CU406
SEE DETAIL SHT. CU501 &
GABION MATTRESS SWALE "H"
SEE DETAIL SHT. CU501
MORTARED RIPRAP
LINE INLET & OUTLET W/
SWALE "G" AT EXIST. CULV.
GABION MATTRESS
STA. 3+74.80 RESUME
STA. 3+04 SUSPEND &
BENCHMARK
TEMPORARY
ELEV.=6364.00
1,628,220.39 E
335,306.57 N
TR PMB-4
60.51’
STA. 0+00
SWALE "H"
TIE TR PMB-4 TO
STA. 0+00
BENCHMARK
TEMPORARY
ELEV.=6360.06
1,628,119.58 E
335,026.64 N
TR PMB-5
24.33’
STA. 0+00
SWALE "B"
TIE TR PMB-5 TO
82.40’
STA. 0+00
SWALE "G"
TIE TR PMB-4 TO
BENCHMARK
TEMPORARY
ELEV.=6353.19
1,627,808.56 E
335,395.02 N
TR MRD-1
PROFILE SHT. CU403
SEE DETAIL SHT. CU501 &
GABION MATTRESS SWALE "B"
IN-PLACE
UTILITY POLE
PROTECT EXIST.
IN-PLACE
UTILITY POLE
PROTECT EXIST.
SEE DETAIL SHT. CU502
CONNECTION TO NEW FORD
RIDING TRANSITION AT
PROVIDE SMOOTH
BEGIN FIRE LANE "F"
FL-F STA. 0+00
47.64’
FL-G STA. 0+00
TIE TR MRD-1 TO
186.98’
FL-F STA. 0+00
TIE TR PMB-4 TO
SEE DETAIL SHT. CU507
ALONG EDGE OF NEW FIRE LANE
INSTALL CONC. HEADER
PROFILE SHT. CU403
SEE DETAIL SHT. CU501 &
GABION MATTRESS SWALE "C"
L
PROFILE SHT. CU404
SEE DETAIL SHT. CU501 &
GABION MATTRESS SWALE "D"
L
SEE DETAIL SHT. CU507
ALONG EDGE OF NEW FIRE LANE
INSTALL CONC. HEADER
SEE DETAIL SHT. CU502
RIPRAP LINED FORD
CONCRETE & MORTARED
SWALE "B" STA. 1+33– TO 1+66–
SEE DETAIL SHT. CU502
RIPRAP LINED FORD
CONCRETE & MORTARED
SWALE "B" STA. 3+33– TO 3+66–
SEE DETAIL SHT. CU502
CONNECTION TO NEW FORD
RIDING TRANSITION AT
PROVIDE SMOOTH
END FIRE LANE "F"
SEE DETAIL SHT. CU502
TRANSITION TO FORD
END GABION SWALE "D"
FL-G STA. 2+61.50 O/S 13.50’ L
SEE DETAIL SHT. CU502
TRANSITION TO FORD
END GABION SWALE "C"
FL-F STA. 2+69.50 O/S 13.50’ L
SEE DETAIL SHT. CU502
TRANSITION TO FORD
BEGIN GABION SWALE "D"
SEE DETAIL SHT. CU502
RIPRAP LINED FORD
CONCRETE & MORTARED
SWALE "H" STA. 3+11– TO 3+44–
SEE DETAIL SHT. CU502
RIPRAP LINED FORD
CONCRETE & MORTARED
SWALE "H" STA. 1+11– TO 1+44–
IN-PLACE
UTILITY POLE
EXIST.
PROTECT
SEE DETAIL SHT. CU502
CONNECTION TO NEW FORD
RIDING TRANSITION AT
PROVIDE SMOOTH
END FIRE LANE "G"
FL-F STA. 2+82–FL-G STA. 2+74–
CONC. PAD
REMVOE EXIST.
SEE DETAIL SHT. CU504
OF FIRE LANE "F"
BOLLARDS AT THE BEG.
INSTALL 4 REMOVABLE
p t0
C
U .d g n
REMOVABLE BOLLARDS
AT CONCRETE PAD FOR
BEGIN FIRE LANE "F"
REMOVABLE BOLLARDS
AT CONCRETE PAD FOR
BEGIN FIRE LANE "G"SEE DETAIL SHT. CU504
OF FIRE LANE "G"
BOLLARDS AT THE BEG.
INSTALL 4 REMOVABLE
SEE DETAIL SHT. CU502
CONNECTION TO NEW FORD
RIDING TRANSITION AT
PROVIDE SMOOTH
BEGIN FIRE LANE "G"
SEE DETAIL SHT. CU502
TRANSITION TO FORD
BEGIN GABION SWALE "C"
FL-G STA. 0+12 O/S 13.50’ L
FL-F STA. 0+13.50
FL-F STA. 0+12 O/S 13.50’ L
FL-G STA. 0+00
FL-G STA. 0+13.50
COVER TO FINISH GRADE
& COVER, ADJUST SMH
PROTECT SMH FRAME
COVER TO FINISH GRADE
& COVER, ADJUST SMH
PROTECT SMH FRAME
COVER TO FINISH GRADE
& COVER, ADJUST SMH
PROTECT SMH FRAME
FLOW
FLOW
FLOW
FLOW
F L
O W
F L
O W
FLOW
FLOW
FLOWFLOW
F L
O W
F L
O W
10’10’
10’ 10’
& DETAIL SHT. CU507
SEE PROFILE SHT. CU412
C FIRE LANE "F"
& DETAIL SHT. CU507
SEE PROFILE SHT. CU412
C FIRE LANE "G"
(6-FOOT WIDE)
MATTRESS SWALE "B"
BEGIN GABION
(7-FOOT WIDE)
MATTRESS SWALE "B"
BEGIN GABION
(8-FOOT WIDE)
MATTRESS SWALE "B"
BEGIN GABION
SEE DETAIL SHT. CU511
BROKEN PAVEMENT ROAD
OBLITERATE EXIST.
SEE DETAIL SHT. CU511
BROKEN PAVEMENT ROAD
OBLITEARATE EXIST.
.72
N:
,187 .09
E: 1 ,627
,444 .83
POT P
MB-6B
ELEV: 6
.28
N:
,182 .43
E: 1 ,627
,462 .51
POT P
MB-6B-1
ELEV: 6
.46
N:
,153 .91
E: 1 ,627
,570 .74
POT P
MB-6A
ELEV: 6
.59
N:
,132 .97
E: 1 ,627
,650 .21
POT P
MB-6A-B
ELEV: 6
.01
N:
,214 .90
E: 1 ,627
,594 .20
POT P
MB-6A-1
ELEV: 6
.95
N:
,258 .07
E: 1 ,627
,610 .80
POT P
MB-6A-2
ELEV: 6
.85
N:
,295 .32
E: 1 ,627
,625 .13
POT P
MB-6A-3
ELEV: 6
.86
N:
,334 .03
E: 1 ,627
,640 .02
POT P
MB-6A-4
ELEV: 6
.23
N:
,366 .21
E: 1 ,627
,652 .40
POT P
MB-6A-5
ELEV: 6
.95
N:
,428 .11
E: 1 ,627
,676 .21
POT MRD-1A
ELEV: 6
.61
N:
,252 .41
E: 1 ,627
,196 .96
TR
OSR-1B
ST
O P
BOULDER
"TIE
DOWN A
NTENNAS"
SIG
N "
STOP"
EP
CONDUIT
S
EP
W/UNDERGROUNDPOST
POST
B L
D R
C B
PLANTS
FF=6337.21
POST
POST
POST
POST
SIG
N "
RESERVED P
OLICE V
EHIC
LE
ONLY"
SIG
N "
RESERVED V
ISIT
OR O
NLY"
ACCESS
AI
SLE
OLD B
ROKEN P
AVEMENT
OLD B
ROKEN P
AVEMENT
OLD B
ROKEN P
AVEMENT
W/WHEEL S
TOPS
PARKIN
G A
REA
C B
C B
C B
SIG
N "
RESERVED D
ETACHMENT C
OMMANDER"
SIG
N "
RESERVED P
OLICE V
EHIC
LE
ONLY"
SIG
N "
STOP"
SIG
N "
DEPARTMENT O
F A
RMY P
OLICE D
ETACHMENT"
SIG
N "
RESERVED V
ISIT
OR O
NLY"
SIG
N "
RESERVED V
ISIT
OR O
NLY"
SIG
N "
RESERVED V
ISIT
OR O
NLY" 8.0
HTREE B
ASE 1
.0 D
CONC P
AD
ANTENNA
POST FOR
C O
N N
E C
T
IO
N
B L
D G
FF=6337.17
15.0
HTREE 1
.0
D
LANDIN
GCONC
FF=6338.75
EP
FF=6339.37
TOP V
ALVE 6
.27
TOP V
ERTIC
AL P
IPE 6
.95
WMH -
TOP C
OVER 6
.98
FF=6339.63
PAD
CONC
VENT
#90
747WMB W/METER
BFP
FF=
9.13PUMP S
HED
FF=6339.04
EP
DOWN"SIG
N "
STOP T
IE
TOP V
ALVE 6
.16
WMH -
TOP C
OVER 6
.67
B U
M P
S P E E
D
FH W/BOLLARDS
SIG
N "
WATER N
OT S
AFE
FOR D
RIN
KIN
G"
WVB
COVER?OLD C
P
WVB
WVB
WVB
WVB
WVB
WVB ?BOX
WVBCOL HB
W/DRAINWASHRACK
WVB
FF=6338.92
BLDR
BLDR
FF=6340.01
FF=6339.74
FF=6339.22
WL
FF=6337.17CW
CW
C W
EP
EP
EP
EP
REEFE
RCONC P
AD F
OR
EP#
?BOX
W/DRAINWASHRACK
COL
HB
BFP
#90
572WMB W/METER
FOR G
ARBAGE C
ANS
RAIS
ED C
ONC P
AD
FF=6344.88
FF=6344.35
FF=6342.98
FF=6343.00
POST
FF=6341.26
CO
FF=6341.40
EP
EP#
F F
.4
C O
A B
O L
D B
R O
K E
N P
A V
E M
E N
T
VALVEWVB W/O
TABLE
PIC
NIC
CO
SYSTEMSEPTIC
W/BOLLARDS
SMH F
OR C
ESS
POOL
W/BOLLARDS
SMH F
OR C
ESS
POOL
PAD
CONC
FF=6349.30
VALVE
WVB W/O
FF=6350.44
PAD
CONC
CO
FF=6341.42
FF=6343.10 FF=6351.26
FF=6351.30
FF=6343.10
FF=6344.29 FF=6351.91
FF=6352.79
DPOGP
FF=6344.84
BOLLARDS
PROPANE T
ANK W/
GP
TP
O L
D B
R O
K E
N P
A V
E M
E N
T
CONC W/COVER
TOP VALVE 6351.4
WVB TOP COVER 6352.0
HBCOL
FOR G
ARBAGE C
ANS
RAIS
ED C
ONC P
AD
W/DRAINWASHRACK
EP#
TOP V
ALVE 6
.86
COVER 6
.56WVB T
OP
TOP V
ALVE 6
.21
COVER 6
.49WVB T
OP
WV
EXPOSED
FF=6352.57
FF=6351.89
FF=6351.29
FF=6351.15
15 MPH"
LIMIT
"SPEED
SIGN
BFP
FF=6349.40
CW
x x x x x
TP
x x
PAD
CONC
EP#
BLDG T
-25"
SIG
N "
TRANSPORTATIO
N-
PTS
FF=6350.40
FF=6341.45
SIG
N "
YIE
LD"
BERMBERM
30.
0 H
1.0 D
PIN
E
STONE P
ILE
50.
0 H
2.0 D
PIN
E
STONE P
ILE
BENCH
15.0 H
0.5 D
PIN
E
8.0 H
PLANT
INV 6
.1
TOP H
DWL 6
.4
CULV 1
.5 D
MPH""SP
EED L
IMIT
SIG
N
60.
0 H
2.0
DEUCALYPTUS
CURB
AC BERM
x x x x x x x x x x x x
ARV
#52
509W/METER
WMB
x x x x x x x x x x x x
POST
BASKET
POST
BASKET
x x x x x x x x
COURTRACKETBALLPAVED
x x x x x x x xxx
WALL
HT B
RACE
WALL
HT B
RACE
x x x
40.
0 H
2.0 D
PIN
E x x
GATE
BLDG#T-286
BLDG#T-285
BLDG#T-284
BLDG#T-283
BLDG#T-282
BLDG#T-280
B L
D G
BLDG#T-270
BLDG#T-271
BLDG#T-272
BLDG#T-274
BLDG#T-275
BLDG#T-276
B L
D G
T
BLDG#T-256
BLDG#T-255
BLDG#T-254
BLDG#T-253
BLDG#T-252
BLDG#T-251
8.5
4.6
1.1
1.1
0.6
0.7
4.6
4.9
5.0
5.0
5.2
5.6
6.0
5.7
6.0
6.3
6.5
6.3
7.0
7.3
7.2
2 633 7.0
6.2
7.1
6.4
6.3
6.0
7.2
7.5
7.2
5.8
5.8
6.1
5.9
6.2
6.1
5.8
6.1
5.8
5.4
5.2
5.8
6.0
5.5
4.9
4.8
5.1
4.9
5.5
5.5
5.1
4.8
4.6
4.7
4.9
4.7
4.4
5.0
5.8
5.6
5.5
6.4
7.7
7.4
7.1
6.8
7.6
8.3
8.1
7.4
7.1
7.4
7.4
6.8
5.8
4.7
4.2
4.5
4.7
4.2
4.1
3.8
4.6
5.9
7.3
7.8
8.6
9.2
9.2
8.5
8.2
2 633 8.8
9.3
9.9
9.3
9.6
9.1
8.8
7.5
7.7
5.9
4.4
3.3
3.4
2.8
2.9
4.2
6.3
7.8
8.4
2 633 9.5
8.5
7.9
8.3
7.6
6.7
6.7
6.8
5.9
4.9
4.1
3.6
2.6
2.6
2.9
2.7
2.6
2.6
2.3
2.4
2.4
1.9
1.8
2.1
2.3
3.5
3.0
2.9
2.4
3.3
3.8
3.0
2.5
2.7
4.1
4.0
5.3
4.9
5.8
4.4
4.4
4.3
6.2
6.2
5.9
5.4
6.5
7.4
8.3
8.6
7.5
7.9
7.5
7.8
6.6
8.0
9.4
9.2
9.1
8.6
8.6
8.6
8.3
8.2
8.7
8.6
9.0
9.4
8.8
9.4
2 634 0.4
0.5
1.7
1.5
0.8
9.7
9.1
0.0
9.8
0.2
9.3
9.8
9.5
9.1
9.9
9.6
9.6
8.7
8.6
9.1
9.5
9.1
9.0
9.6
9.6
9.7
9.9
9.8
9.7
9.4
9.5
9.5
9.4
8.9
8.4
8.7
8.0
8.3
8.1
7.7
7.6
7.0
8.1
8.3
8.6
1.7
2.1
9.1
9.0
8.4
9.6
9.6
1.9
1.2
9.8
9.9
9.8
9.6
7 633 9.7
9.7
1.0
0.9
0.9
9.2
9.8
9.2
0.0
1.0
1.6
0.8
9.4
9.1
0.8
0.1
0.9
1.5
0.9
1.5
2.0
2.5
2.6
3.3
2.6
2.3
1.8
2.8
2.1
1.9
2.9
2.6
3.3
4.2
3.8
3.5
2.7
2.9
4.2
5.6
5.5
4.0
4.1
4.5
4.9
4.3
3.9
4.0
3.4
3.7
3.0
2.6
2.6
2.8
2.9
3.1
2.3
3.1
2.4
1.5
1.8
1.3
1.6
1.3
1.0
1.0
0.7
0.6
0.2
9.8
1.1
1.5
1.7
1.5
1.1
1.9
1.6
1.4
1.5
1.0
9.4
8.8
0.6
9 634 1.0
1.0
1.0
8.9
2.2
8.8
0.7
2.0
1.9
1.8
2.0
0.5
8.9
3.1
2.7
1.9
8.7
0.1
0.6
8.7
0.9
0.3
9.2
9.7
9.0
7.8
7.6
8.3
7.9
8.3
7.1
7.4
6.8
7.4
7.8
7.7
7.1
6.5 5 633
7.0
7.0
7.4
6.8
6.6
7.0
7.3
7.3
8.1
7.8
9.0
8.8
9.6
9.6
9.8
0.9
0.7
1.8
2.0
3.6
3.1
4.4
4.6
5.7
5.5
6.2
6.5
6.3
5.5
4.3
3.3
1.7
2.4
1.4
0.6
9.8
0.7
0.7
1.3
1.6
0.7
1.1
1.9
1.0
3.9
2.8
4.1
5.4
4.7
4.3
4.7
4.4
4.9
7.6
8.0
8.6
5.6
8.5
9.1
9.5
9.3
8.9
7.9
7.3
4.9
5.6
5.2
5.2
5.8
5.2
4.7
4.4
0.9
1.1
1.4
1.5
2.3
1.3
1.4
1.3
1.1
2 634 1.8
1.3
1.3
1.6
1.1
2.0
2.7
2.4
2.0
2.5
2.3
2.4
2.5
2.0
5.0
5.4
6.3
5.6
8.3
8.6
9.6
9.4
0.1
0.3
0.6
0.7
9.6
0.1
0.6
0.4
0.4
0.4
0.5
0.9
0.5
9.9
9.3
6.0
6.6
5.9
6.6
7.4
6.5
6.2
5.6
2.3
3.0
2.8
2.9
3.0
2.8
2.6
2.8
3.3
3.3
2.6
3.0
3.0
3.6
3.4
3.6
3.9
3.8
3.7
4.3
4.4
4.2
3.4
3.8
6.6
7.2
7.5
7.1
7.8
7.0
7.3
9.3
0.4
0.1
1.1
1.4
1.0
0.8
0.8
1.2
1.6
1.4
1.5
1.6
1.6
1.0
9.2
7.8
8.6
8.0
7.8
4.2
4.6
4.7
4.6
4.4
4.5
4.6
4.8
5.3
6.4
5.5
5.2
5.0
5.2
5.5
5.4
6.6
6.7
7.9
7.7
7.9
8.5
9.0
8.5
8.6
9.1
8.8
9.5
9.2
9.4
9.1
0.4
1.6
1.4
1.6
1.1
1.7
1.8
1.8
1.9
1.5
0.3
0.3
1.5
2.5
2.6
1.9
2.2
1.4
1.4
1.2
1.5
1.2
1.1
1.0
1.0
1.0
1.0
0.9
1.0
1.3
0.3
0.8
0.7
0.8
0.7
0.5
0.3
9.9
0.2
9.8
9.4
9.1
9.0
9.0
8.6
8.9
8.1
8.8
8.9
7.5
7.9
7.1
6.6
8.8
8.6
7.4
8.2
7.6
7.8
6.6
5.7
4.7
3.7
4.5
4.6
4.1
4.5
4.6
3.3
3.9
4.3
4.7
4.1
4.2
3.3
3.2
3.4
3.8
3.6
3.2
2.7
2.4
2.6
2.8
2.0
2.2
2.6
2.4
2.4
2.6
1.9
2.2
2.2
1.4
1.3
1.3
1.2
8.6
8.6
8.4
1.2
1.3
1.6
2.4
3.4
4.7
4 633 5.0
6.0
7.9
9.3
9.5
8.0
9.3
6.6
3.5
8.9
8.6
5 633 8.3
7.8
6.2
6.2
3.9
6.1
6.0
7.1
6.5
5.6
5.4
4.7
4.9
5.1
5.0
2.4
3.3
1.4
4.1
4.9
5.3
4.9
4.5
4.3
3.4
0.7
2.9
1.7
1.4
0.0
3.1
9.3
0.5
0.7
5.9
3.9
2.0
1.4
1.6
0.8
0.6
0.5
0.1
0.6
1.8
1.5
1.8
2.8
2.4
1.2
1.9
1.3
1.1
0.8
9.6
0.0
0.1
9.1
8.8
8.2
9.5
8.9
0.2
9.8
0.3
8.8
9.0
0.4
0.2
8.4
8.1
8.3
7.8
7.5
8.6
1.3
7.9
8.0
8.4
8.3
6.4
7.1
7.7
7.9
6.6
6.2
5.6
5.0
4.3
7.8
8.1
8.0
7.7
3.2
4.1
2.8
1.9
7.4
7.9
7.8
7.7
7.8
7.9
7.2
7.0
0.8
1.7
0.4
9.0
0.9
5.0
6.9
7.7
1.0
0.8
2.5
2.7
2.5
2.4
2.3
8.5
9.2
9.5
0.5
2.3
8.15
8.18
8.5
8.9
8.8
0.3
0.4
9.3
9.3
9.15
9.18
0.11
9.9
0.7
0.6
1.26
1.45
1.31
1.00
1.17
3.7
4.19
4.3
3.9
4.6
4.7
4.9
3.5
3.5
3.8
3.6
3.8
3.8
1.6
8.8
8.9
7.1
6.19
1.34
8.9
2.2
2.6
2.7
2.6
2.1
0.3
0.3
2.1
1.7
2.4
2.4
1.1
1.6
1.6
3.9
4.0
9.1
8.6
8.8
9.0
8 633 9.1
8.2
CULV.
CONC.
W
W
W
W3 W3
W3
W
W3 x
SP
EAKER
SS
S L
SL
SL
ES
EHH-10EHH-11
SB18
EHH-1-
EHH-3-SB16
E S
E S
EHH-2-SB17
EHH-3-SB17
ES
ES SB18
EHH-2-
E
SB18
EHH-3-
E S
E S
E S
E S
E S
SB16
EHH-2
E
SB16
EHH-3
1-SB17
EHH
C
C
C
C
C
C
C C
C
C
C
C
C
C
C
D
D
D
D
58.03’
115°31’30"
.5
’3
93°27 ’0"
18.00
104°1’0"
418.20’
D
104°26’53"
72.00’
.3
°0 ’0
33.00’
104°0’0"
33.00’
104°0’0"
104°7’22"
101.29’275°41’57"
20.00’
292°41’33" 20.00’
284°9’40"
139.75’ 292°38’47" 20.00’
275°43 ’27"
20.00’ 283°44’0"
118.06’98°55’30"
20.00’
723.82’
104°30’0"
0+00
1+00
2+00
2+72
.8
°0 ’0
0+00
1+00
2+00
2+70
CU108
D R
A
IN
A G
E P
L A
N
SCALE: 1"=20’
NN
40’10’0 20’
S E
E S
H T
C U
M A
T C
H L
IN
ESEE SHT. CU106
MATCHLINE
IN-PLACE
UTILITY POLE
PROTECT EXIST.
MAUNA KEA LOOP
EDGE OF PAVEMENT
EDGE OF PAVEMENT
PROFILE SHT. CU405
SEE DETAIL SHT. CU501 &
GABION MATTRESS SWALE "G"
MAUNA LOA STREET
PROFILE SHT. CU406
SEE DETAIL SHT. CU501 &
GABION MATTRESS SWALE "H"
DETAIL SHT. CU501
SEE TRANSITION
SWALE "H" AT DRAIN SUMP
END GABION MATTRESS
STA. 8+89
PROFILE SHT. CU403
SEE DETAIL SHT. CU501 &
GABION MATTRESS SWALE "B"
BENCHMARK
TEMPORARY
ELEV.=6338.72
1,627,444.83 E
335,187.09 N
POT PMB-6B
DRAINAGE PLAN
BENCHMARK
TEMPORARY
ELEV.=6348.23
1,627,652.40 E
335,366.21 N
POT PMB-6A-5
DETAIL SHT. CU501
SEE TRANSITION
SWALE "G" AT DRAIN SUMP
END GABION MATTRESS
STA. 8+11
208.36’
FL-I STA. 0+00
TIE POT PMB-6A-5
FL-H STA. 0+00
SEE DETAIL SHT. CU502
CONNECTION TO NEW FORD
RIDING TRANSITION AT
PROVIDE SMOOTH
BEGIN FIRE LANE "H"
166.46’
TO FL-H STA. 2+71.80
TIE POT PMB-6B
65.31’
TO FL-H STA. 0+00
TIE POT PMB-6A-5
PROFILE SHT. CU404
SEE DETAIL SHT. CU501 &
GABION MATTRESS SWALE "F"
L
L
SEE DETAIL SHT. CU502
RIPRAP LINED FORD
CONCRETE & MORTARED
SWALE "B" STA. 5+16– TO 5+49–
SEE DETAIL SHT. CU502
TRANSITION TO FORD
END GABION SWALE "F"
FL-I STA. 0+00
SEE DETAIL SHT. CU502
CONNECTION TO NEW FORD
RIDING TRANSITION AT
PROVIDE SMOOTH
BEGIN FIRE LANE "I"
SEE DETAIL SHT. CU502
TRANSITION TO FORD
END GABION SWALE "E"
DETAIL SHT. CU502
SEE TRANSITION
SWALE "B" AT FORD
END GABION MATTRESS
SEE DETAIL SHT. CU502
CONNECTION TO NEW FORD
RIDING TRANSITION AT
PROVIDE SMOOTH
END FIRE LANE "I"
SEE DETAIL SHT. CU501
TO NEW DRAIN SUMP
CONTINUE MORTARED RIPRAP
SEE DETAIL SHT. CU502
RIPRAP LINED FORD
CONCRETE & MORTARED
SWALE "B" STA. 7+19– TO 7+52–
DRAIN LINE "F"
NEW DRAIN SUMP AT
REMOVE FENCE TO INSTALL
FL-I STA. 2+70–
70.52’
TO DL-F STA. 0+00
TIE POT PMB-6B
44.13’
FL-I STA. 2+70.44
TIE POT PMB-6B
SEE DETAIL SHT. CU502
CONNECTION TO NEW FORD
RIDING TRANSITION AT
PROVIDE SMOOTH
END FIRE LANE "H"
FL-H STA. 2+72–
p t0
C
U .d g n
SEE DETAIL SHT. CU502
TRANSITION TO FORD
BEGIN GABION SWALE "E"
SEE DETAIL SHT. CU504
OF FIRE LANE "H"
BOLLARDS AT THE BEG.
INSTALL 4 REMOVABLE
REMOVABLE BOLLARDS
AT CONCRETE PAD FOR
BEGIN FIRE LANE "H"
SEE DETAIL SHT. CU507
ALONG EDGE OF NEW FIRE LANE
INSTALL CONC. HEADER
SEE DETAIL SHT. CU502
TRANSITION TO FORD
BEGIN GABION SWALE "F"
FL-I STA. 0+12 O/S 13.50’ L
SEE DETAIL SHT. CU502
RIPRAP LINED FORD
CONCRETE & MORTARED
SWALE "H" STA. 6+98– TO 7+31–
REMOVABLE BOLLARDS
AT CONCRETE PAD FOR
BEGIN FIRE LANE "I"
FL-H STA. 0+12 O/S 13.50’ L
SEE DETAIL SHT. CU502
RIPRAP LINED FORD
CONCRETE & MORTARED
SWALE "H" STA. 4+95– TO 5+28–
O/S 13.50’ L
FL-H STA. 2+57.50
FL-I STA. 2+57.50 O/S 13.50’ L
SEE DETAIL SHT. CU507
ALONG EDGE OF NEW FIRE LANE
INSTALL CONC. HEADER
& PROFILE SHT. CU404
SEE DETAIL SHT. CU501
SWALE "E"
GABION MATTRESS
FL-I STA. 0+13.50
FL-H STA. 0+13.50
SEE DETAIL SHT. CU504
OF FIRE LANE "I"
BOLLARDS AT THE BEG.
INSTALL 4 REMOVABLE
COVER TO FINISH GRADE
& COVER, ADJUST SMH
PROTECT SMH FRAME
COVER TO FINISH GRADE
& COVER, ADJUST SMH
PROTECT SMH FRAME
COVER TO FINISH GRADE
& COVER, ADJUST SMH
PROTECT SMH FRAME
COVER TO FINISH GRADE
& COVER, ADJUST SMH
PROTECT SMH FRAME
CU509 & CU510
SEE DETAIL SHTS.
W/ MANHOLE COVER
INSTALL DRAIN SUMP
CU509, CU510 & CG501
SEE DETAIL SHTS.
GRATE & GRAVEL FILTER
INSTALL DRAIN SUMP W/
SEE DETAIL SHTS. CU509, CU510 & CG501
INSTALL DRAIN SUMP W/ GRATE & GRAVEL FILTER
CU509 & CU510
SEE DETAIL SHTS.
W/ MANHOLE COVER
INSTALL DRAIN SUMP
CU509, CU510 & CG501
SEE DETAIL SHTS.
GRATE & GRAVEL FILTER
INSTALL DRAIN SUMP W/
10’ 10’
10’ 10’
FLOW
FLOW
FLOW
F L
O W
FLOW
FLOW
FLOW
F L
O W
F L
O W
F L
O W
FLOW
F L
O W
FLOW
F L
O W
FLOW
& DETAIL SHT. CU507
SEE PROFILE SHT. CU413
C FIRE LANE "H"
& DETAIL SHT. CU507
SEE PROFILE SHT. CU413
C FIRE LANE "I"
PROFILE SHT. CU408
SEE DETAIL SHT. CU504 &
DRAIN LINE "F"
NEW 24" CLASS V RCP
SEE DETAIL SHT. CU511
BROKEN PAVEMENT ROAD
OBLITERATE EXIST.
SEE DETAIL SHT. CU511
BROKEN PAVEMENT ROAD
OBLITERATE EXIST.
PROFILE SHT. CU407
SEE DETAIL SHT. CU504 &
DRAIN LINE "D"
NEW 36" CLASS V RCP
PROFILE SHT. CU408
SEE DETAIL SHT. CU504 &
DRAIN LINE "E"
NEW 24" CLASS V RCP
PROFILE SHT. CU407
SEE DETAIL SHT. CU504 &
DRAIN LINE "D"
NEW 24" CLASS V RCP
D E
S C
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Honolulu District of Engineers
US Army Corps
SHEET OF
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D A
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M O
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A B
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:1
IDENTIFICATION
SHEET
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IT
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D B
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IS
S
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A T
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W
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-D -0
-0
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A H
A R
A A
N D A
S S
C I
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LEGEND:LEGEND:
PAVERS
INFILTRATION BED
FIRE LANE
L
O K
A N
O -K
E N
D R
IC
K
L S
A P
L A
N B
M E
Y E
R S
J U
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IS
L
A N
D O
F H
A W
A
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H A
W A
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P O
H A
K U
L O
A T
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IN
IN
G A
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A
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C T
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A L L
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.56
N:
,003 .11
E: 1 ,627
,512 .73
POT P
MB-6A-A
xxxx x x x xxxx x x xxxx xx xx xxxx x x xxxx xxx x x x xxxx xxx xxxx xxxxxxx xx xxxx xxx
PROPANE T
ANK
ENCLOSURE W/
GP
CO
LEACH F
IELD
CONC C
AP F
OR
LEACH F
IELD
CONC C
AP F
OR
LEACH F
IELD
CONC C
AP F
OR
WATER T
ANK T
OWER W/WL IN
TO T
OWER
CO
HB
10.0 H
0.5 D
MAMANE
ROW O
F B
LDR
15.0 H
1.0
DMAMANE
15.0 H
0.8 D
MAMANE
BLDR
BLDR BLDR
BLDR
HB
10.0 H
2.0 D
MAMANE
10.0 H
0.8 D
MAMANE
BLDR
WVB
BLDR
BLDR
COL
10.0 H
0.4 D
MAMANE
10.0 H
0.4 D
MAMANE
20.
0 H
0.8 D
PIN
E
DIR
T B
ERM
BLDR
BLDR
BLDR
EP#
CONC P
AD
10.0 H
1.0
DMAMANE
7.0 H
0.5 D
MAMANE
8.0 H
0.3 D
MAMANE
TP#
NO S
IGNSIG
N P
OST
CABLE FENCE
LIM
IT 3
5"SIG
N "
SPEED
6.0 H
0.5 D
MAMANE
6.0 H
0.5 D
MAMANE
8.0 H
0.5 D
MAMANE
10.0 H
0.5 D
MAMANE
SYMBOL S
IGNEMERGENCY
2.8
0.0
7.4
8.8
9.5
8.8
8.8
8.4
8.2
7.7
6.6
7.4
6.3
7.6
3.7
3.4
3.6
2.2
1.5
0.7
9.8
9.0
8.1
7.6
7.8
8.2
8.2
8.2
8.6
9.5
0.5
0.9
1.2
0.0
0.1
9.2
9.0
8.8
9.5
9.5
9.6
0.4
1.4
1.1
2.1
2.7
1.6
0.5
9.7
9.9
0.5
0.3
0.9
0.7
1.6
2.5
3.2
4.0
4.7 1 634
5.1
5.6
4 634 7.0
5.9
4.5
3.9
4.9
5.3
6.5
7.4
7.5
9.0
8.6
8.2
7.1
7.7
7.7
6.8
6.8
6.4
6.6
5.3
4.0
3.7
3.2
2.7
1.8
2.0
1.3
1.3
1.9
2.4
3.0
2.5
3.3
4.4
5.7
5.2
4.0
5.2
5.0
6.5
7.2
8.7
7.6
6.8
8.8
9.3
9.2
1.1
9.7
0.1
8.5
8.6
9.4
8.4
8.0
9.0
0.1
9.3
9.3
0.1
3 635 0.7
0.7
0.7
1.0
0.9
0.8
9.9
0.0
1.2
2.2
1.3
1.2
1.5
1.5
0.6
1.2
1.8
6 635 2.6
2.3
2.1
2.1
3.3
6.3
8.9
9.4
9.0
8.9
6.8
8.5
9.2
8.5
3.0
2.5
5.9
7.7
6.2
3.0
2.3
4.6
5.0
6.0
5.7
5.5
7.7
0.0
0.1
0.1
0.4
0.0
0.6
8.2
8.6
5.6
7.7
3.7
3.5
3 635 7.6
5.9
1.1
6.4
4.7
8.4
2.8
2.3
2.7
3.1
3.8
6.8
4.6
4.9
5.5
8.5
9.5
7.9
4.7
3.5
2.2
1.5
0.4
0.1
9.6
9.8
9.9
2.1
1.6
0.7
2.8
1.3
1.3
3.8
5.0
3.1
2.5
3.5
0.6
6.1
6.0
5.0
6.3
5.9
0.4
1.6
1.2
2.5
2.6
2.9
2.8
9.5
0.3
0.0
9.9
9.1
9.1
7.9
8.6
9.0
6.8
7.4
7.5
7.7
7.0
4.5
4.7
4.8
5.1
4.8
4.7
4.5
5.8
6.3
6.5
3.5
4.5
3.6
1.8
1.8
1.9
2.4
2.3
2.3
4.0
8.3
8.9
9.0
9.5
9.0
9.0
8.1
0.4
7.6
5.2
6.7
5.3
6.3
6.6
6.3
6.2
5.8
4.2
4.6
4.6
4.9
4.6
4.5
4.9
4.0
6.7
3.5
3.5
1.9
2.7
6.4
3.0
2.9
2.9
3.1
2.9
2.9
1.6
1.7
1.9
1.6
1.6
1.1
3.2
1.1
0.6
1.2
0.2
8.3
0.2
0.6
.67
0.8
0.6
9.9
0.2
9.9
9.8
9.7
8.4
7.3
9.1
8.5
9.4
9.1
9.2
9.2
9.5
9.3
9.2
8.8
8.8
9.1
8.8
8.2
7.4
6.5
7.4
.41
8.1
8.1
8.4
8.2
8.1
8.5
8.0
7.6
7.6
7.9
7.6
7.6
6.9
6.8
6.6
6.0
5.6
6.1
6.3
7.0
7.1
7.3
7.1
7.0
7.4
7.4
7.1
6.6
6.6
6.8
6.6
6.5
6.1
6.3
6.5
5.3
H=10 S=10 D=2.
(Clus ter) Tree
H=10 S=10 D=1.
Tree (Clu ster)
D=1.
Tree (Clu ster) H=10
S=15 D=1.
Tree
S=15 D=1.
Tree
Post Chai n
H=10 S=10 D=1.
(Clus
S=5 D=1.
(Clus
H=15
D=1.
(Clus
D=1.
(Clus
D=2.
(Clus
S=20 D=2.
(Clus
D=1.
Tree
H=10 S=10 D=0.
Tree
H=15 S=15 D=1.
(Clus ter) Tree H=10
S=10 D=0.
(Clus
S=20 D=1.
(Clus
H=12 S=7 D=1.
(Clus
D=1.
(Clus
D=1.
(Clus
H=30 S=25 D=1.
D=0.
Tree
.1
.1
.0
.0
.4
.2
.1
.8
.0
.2
.1
.4
.8
.3
.0
.6
.6
.8
.7
.4
.1
.1
.2
.7
.7
.5
.8
.7
.1 1 63
.9
.3
.1
.2
.5
.0
.6
.4
.2
.5
.0
.3
.0
.3
.2
.2
.3
.8
.7
.8
.0
.8
.8
.7
.7
.5
.6
.0
.0 5 63
.2
.4
.3
.4
.9
.2
.2
.2
.1
.6
.0
.9
.4
.9
.1
.4
.0
.9
.8
.3
.9
.4
.6
.6
.1
.6
.7
.2
.0
.8
.7
.9
.8
.8
.7
.4
.2
.8
.9
.1
.4
.8
.9
.3
.4
.9
.7
.5
.5
.7
.2
.9
.3
.6
.9
.4
.0
.1
.9
.2
.5
.5
.8
.6
.4
.7
.5
.0
.2
.7
.3
.8
.1
.3
.3
.3
.9
.9
.9
.7
.0
.3
.6
.5
.1
.8
.7
.9
.8
.8
.5
.0
.3
.3
.1
.3
.4
.0
.6
.7
.5
.5
.7
.2
.6
.3
.8
.5
.8
.0
.1
.6
.8
.8
.0
.5
.7
.5
.1
.0
.7
.8
.0
.2
.4
.9
.9
.6
.6
.6
.9
.4
.7
.5
.9
.8
.0
.0
.5
.9
.2
.0
.9
.8
.8
.1
.0
.4
.9
.7
.9
.1
.8
.1
.1
.9
.1
.9
.7
.2
.8
.5
.7
.7
.7
.9
.9
.5
.1
.4
.4
.5
.8
.3
.6
.6
.9
.1
.3
.6
.1
.8
.5
.4
.0
.7
.0
.6
.8
.5
.8
.8
.4
.8
.6
.3
.8
.6
.9
.2
.6
.0
.1 2 63
.7
.3
.4
.4
H=10 S=10 D=1.
(Clus
D=1.
(Clus
Post Chai n
Post Chai n
Post Chai n
Post Chai n
Post Chai n
Post Chai n
H=15 S=10 D=1.
(Clus
Sign "Dan ger..
35" S ign"Spe ed L imit
#112
UP
Post Meta l
4.
2°2
’0
4.
2°2
8’ 0"
90.00’
290°20’0"
90.00’
290°20’0"
CU109
D R
A
IN
A G
E P
L A
N
O P
T
IO
N
SCALE: 1"=20’
DRAINAGE PLAN (OPTION)
EDGE OF PAVEMENT
40’10’0 20’
OLD SADDLE ROAD
PROPERTY LINE
EDGE OF PAVEMENT
& WOODEN FENCE
EXIST. CHAIN LINK
IN-PLACE
MAMANE TREES
PROTECT EXIST.
(TYP.)
IN-PLACE
BOULDERS
PROTECT EXIST.
STA. 13+83.17
SLOPE (TYP.)
25:1 BASIN SIDE
STA. 15+62– TO STA. 15+83–
SEE DETAIL SHT. CU502
BASIN DOWNSTREAM
INSTALL 4-INCH RIPRAP
EXIST. GRAVEL ROAD
LOW-WATER CROSSING ON
CONCRETE REINFORCED
TREES IN-PLACE (TYP.)
PROTECT EXIST.
LIGHTNING TRAIL
STA. 15+83– TO STA. 18+00
PARADE FIELD
RIPRAP APRON
REMOVE EXIST.
& STRUCT. SHTS.
SEE PROFILE SHT. CU410
OUTLET STRUCTURE
2-7’x3’ BOX CULVERTS
STA. 14+43.29
BENCHMARK
TEMPORARY
ELEV.=6339.56
1,627,512.73 E
335,003.11 N
POT PMB-6A-A
221.83’
STA. 14+43.29
CHANNEL "B"
TIE POT PMB-6A-A TO
455.19’
STA. 11+00
CHANNEL "B"
TIE POT PMB-6A-A TO
SEE STRUCT. SHTS.
BOX CULVERT 4
2-7’x3’ CONCRETE
NN
STA. 11+00
& STRUCT. SHTS.
SEE PROFILE SHT. CU410
INLET STRUCTURE
2-7’x3’ BOX CULVERTS
(SOUTH) CHANNEL
TIE INTO EXIST.
CHANNEL "B"
BEGIN MORTARED RIPRAP
SEE PROFILE SHT. CU410
GRADE TO DRAIN
210.26’
EASEMENT
TO BOX CULVERT 4
TIE POT PMB-6A-A
OLD SADDLE ROAD
EASEMENT ACROSS
DRAINAGE
OLD SADDLE ROAD
EASEMENT ACROSS
DRAINAGE
EASEMENT LINE
OLD SADDLE ROAD
p t0
C
U .d g n
FOR NEW CHANNEL "B" CONSTRUCTION
CHANNEL FROM STA. 11+00 TO 12+00
REMOVE…
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