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No.11108-C
W
HA
IA ,I
AS..U
Licensed
Engineer
Professional
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IE
OKANO-KE
L E
R
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OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
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EXPIRATION DATE OF LICENSE
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No.11108-C
W
HA
IA ,I
AS..U
Licensed
Engineer
Professional
N N
IE
OKANO-KE
L E
R
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K
N
D
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION.
EXPIRATION DATE OF LICENSE
04/30/20 x x x x x x x x x xx xxx xxx x x x x x x x xxxx xxx x x x xxxx 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 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 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 x x x x x x x x x x x x x x x
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T R
E E T
P O
H A
K U
L O
A S
T R
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OLD SADDLE ROAD
AA S
TREET
MAUNA LOA STREET
MAUNA KEA LOOP
PUU POHAKULOA
M A
U N
A K
E A L
O O
P
T-290
PROPERTY LINE (TYP.)
EXIST. FENCE (TYP.)
SHACK
GUARD
OLD
SHACK
GUARD
T-82
T-83
T-84
T-87
P -8
P -8
1 T-85
T -7
T-230
T-230
T-90
T-91
T-106
T-107
T-108
T-109
T-
SUBSTATION
ELEC
T -2
4T -2
T -2
T -2
T -2
T -1
9T -1
T -1
T -1
6T -1
T -1
T -1
T -1
A
T -1
8T -1
T -1
T -1
T -1
T -1
A
T -1
T -1
T -1
T -1
T -1
T -1
T -1
T -1
T -1
T -1
T -1
T -1
A
T -1
T -1
A
T-
9A
T -1
T-
T-
T-
T-
T-
T-
T-
T-
T -3
T -3
T -3
T -3
T -3
T -3
T -3
T -3
T-41
GARAGE
P -5
T -1
T -2
T -1
T -2
T -1
T-16
T-200
T-199
T-198
T-197
T-196
T-195
T -1
W A R E H
O U S E
SWALE "A"
SWALE "G"
SWALE "C"
SWALE "D"
SWALE "E"
SWALE "F"
SWALE "B"FORD
SWALE "H"
DRAIN LINE "F"
DRAIN LINE "D"
DRAIN LINE "C"
DRAIN LINE "B"
CULVERT 1
CULVERT 2
CULVERT 3
DRAIN LINE "A"
DRAIN "G"
TRENCH
TRENCH DRAIN "E"
FIRE LANE "E" /
TRENCH DRAIN "D"
FIRE LANE "D" /
CULVERT 4
CHANNEL "B"
CHANNEL "A"
FORD
LOW WATER CROSSING
DRAIN
AGE P
LAN S
HEET C
U106
GRADIN
G P
LAN S
HEET C
G106 DRAIN
AGE P
LAN S
HEET C
U105
GRADIN
G P
LAN S
HEET C
G105 DRAIN
AGE P
LAN S
HEET C
U104
GRADIN
G P
LAN S
HEET C
G104
DRAINAGE PLAN SHEET CU103
GRADING PLAN SHEET CG103
DRAINAGE PLAN SHEET CU101
GRADING PLAN SHEET CG101
DRAINAGE PLAN SHEET CU102
GRADING PLAN SHEET CG102
DRAINAGE PLAN SHEET CU107
GRADING PLAN SHEET CG107
DRAINAGE PLAN SHEET CU108
GRADING PLAN SHEET CG108 (TYP.)
DRAIN SUMP
DRAIN LINE "E"
SWALE "G"
DRAIN "F"
TRENCH
F
IR
E L
A N
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F
IR
E L
A N
E
G
F
IR
E L
A N
E
H
F
IR
E L
A N
E F
NN
LEGEND:
CONTRACTOR STAGING AREAS
PEDESTRIAN RECLAIM AREAS
INFILTRATION BED
FIRE LANE
FOR PTA CANTONMENT AREA*
SOUTH PROPERTY LINE
FORD FORD
p t0
G -1
.d g n
BASIN
BASIN
BASIN
SCHEDULE TO MEET ROE REQUIREMENTS.
SOUTH OF THE CANTONMENT AREA WITH PURAL CONTRACTOR WORK
COORDINATE HIS SCHEDULE OF DRAINAGE IMPROVEMENT WORK
WHICHEVER PROJECT BEGINS FIRST. THE CONTRACTOR SHALL
PROJECTS WILL NEED TO BE FINISHED WITHIN 179 DAYS OF
NEW VEHICLE WASH RACK.” AS A CONDITION IN THE ROE, BOTH
CONNECTION TO PTA, SPRING WATER SUPPLY PIPELINE TO BAAF FOR
SPECIALTY CO., INC. (PURAL) PROJECT “NEW SERVICE LATERAL
PLANS, THE ROE ALSO COVERS WORK FOR A PURAL WATER
AREA. IN ADDITION TO THE DRAINAGE IMPROVEMENT WORK IN THESE
COUNTY OF HAWAII FOR WORK SOUTH OF THE PTA CANTONMENT
A RIGHT OF ENTRY (ROE) FOR CONSTRUCTION WAS GRANTED BY THE
*NOTE:
ACCESS ROADS
ALTERNATE
DISPOSAL AREA
CURRENT SOILS
CLOSED
BE PERMANENTLY
ACCESS ROAD WILL
SEE **NOTES ABOVE
DISPOSAL AREA
PROPOSED SOILS
ADDITIONAL
QUARRY.
DISPOSAL AREA WITH 2" THICK SUITABLE MATERIAL FROM THE
THE CONTRACTOR SHALL COVER THE FINISHED GRADE OF THE 2.
GRADING IMPROVEMENTS TO THE ALTERNATE ACCESS ROADS.
THE CONTRACTOR SHALL CLEAR ANY OBSTACLES AND MAKE 1.
**SOILS DISPOSAL AREA NOTES:
FIRE LANE "C"
M A
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L
O O
P
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.5
.2
0 / .5
.8
.3
.8
.1
.9
.8
.2
1.
1.
.8
.5
M E T A L
C O R R
U G
A T E D
M E T A L
C O R R
U G
A T E D
M E T A L
C
U L V
C O R R
U G
A T E D
W
W
W
W
W
W
W
W
W
W
.9
1.
IN
V
.5
T O P
1.
IN
V
.5
T O P
.6
IN
V
.6
T O P
D
D
D
1+
D
D
D
D
D
S S S S S S S S S S S S S S S S S S S S
S
S
CG101
SCALE: 1"=20'
NN
SEE SHT. CG102
MATCHLINE
S E
E S
H T
C G
M A
T C
H L
IN
E
40'10'0 20'
L
& STRUCT. SHTS.
SEE PROFILE SHT. CU402
C TRENCH DRAIN "G"
L
S W
A L E C
G R
A D
E D
S W
A L E C
G R
A D
E D
S W
A L E C
G R
A D
E D
S W
A L E C
G R
A D
E D
S W
A L E C
G R
A D
E D
S W
A L E C
G R
A D
E D
& STRUCT. SHTS.
SEE PROFILE SHT. CU401
C TRENCH DRAIN "D"L
M A
U N
A K
E A L
O O
P
G R
A D
IN
G P
L A
N
GRADING PLAN
6378.70
6378.75
6378.85
6378.90
6378.85
6379.10
6378.85
6378.90
6378.95
6379.00
6382.50
6378.50
6378.55
6378.75
6378.90 6378.90 6379.00
6378.09
6378.55
6378.75
6378.75
6378.90
6378.22
6378.37
6379.10 6378.90
6378.37
6379.00
6378.37 6381.00
6379.00
6378.42
6369.95
6370.45
6370.20
6370.15
6370.20
6371.80
6371.75
6371.80
6372.60
6372.70
6372.55
6374.30
6374.35
6376.00
6372.60
6374.35
6372.60
P O
H A
K U
L O
A S
T R
E E
T
6379.10
6373.00
6373.53
6372.89
6383.38
6382.34
SEE DETAIL SHT. CU504
EROSION PROTECTION (TYP.)
MORTARED ROCK-LINED SLOPE
CONC. BARRIERS
REMOVE EXIST.
SEE DETAIL SHT. CU508
TO FIRE LANE "D"
MSE WALL ADJACENT
SEE DETAIL SHT. CU504
OF FIRE LANE "D"
BOLLARDS AT THE END
INSTALL 4 REMOVABLE
SEE DETAIL SHT. CG501
INSTALL SILT FENCE
6378.906379.106378.90
FINISH GRADE TO MATCH EXIST.
& RESTORE A.C. PAVEMENT AND
METAL 3' DIA. CULVERT
REMOVE CORRUGATED
SEE DETAIL SHT. CU504
BETWEEN BLDGS (TYP.)
GRADED SWALES
p t0
C
G .d g n
BED "C"
INFILTRATION
EXIST.
6373.30 BW
6373.80 TW
6379.10 BW
6379.60 TW
SEE DETAIL SHTS. CU509 & CU510
W/ MANHOLE COVER (2)
INSTALL DRAIN SUMPS
SEE DETAIL SHTS. CU509 & CU510
W/ MANHOLE COVER (3)
INSTALL DRAIN SUMPS
SHTS. CU509 & CU510
SEE DETAIL
W/ MANHOLE COVER
INSTALL DRAIN SUMP
SEE DETAIL SHTS. CU505 & CU506
DRAINAGE INFILTRATION BED "D"
INSTALL 30'x50'
SEE DETAIL SHT. CU504
DRAIN PIPE AT SWALE (TYP.)
4-INCH PERFORATED PVC
SEE DETAIL SHTS. CU504 & S-501
TO OUTLET & TRENCH DRAIN "D" (TYP.)
PIPE FROM SWALE
4-INCH SOLID PVC DRAIN
F L
O W
F L
O W
F L
O W
F L
O W
F L
O W
F L
O W
FLOWFLOW
F L
O W
FLOW
FLOW
F L O
W
& DETAIL SHT. CU507
SEE PROFILE SHT. CU411
C FIRE LANE "D"
6372.25 TOG
& DETAIL SHT. CU507
SEE PROFILE SHT. CU410
C FIRE LANE "C"L
6380.40
6380.00
EXIST. TRENCH DRAIN "C"
6389.34
SEE DETAIL SHT. CU504
OF FIRE LANE "C"
BOLLARDS AT THE END
INSTALL 4 REMOVABLE
6388.83
MSE WALL (TYP.)
INSTALL STAIRS AT
6379.05 BW
6381.55 TW
6378.95 BW
6382.87 TW
6385.30 BW
6385.93 TW
6380.20 BW
6380.80 TW
SEE DETAIL SHT. CU508
TO FIRE LANE "C"
MSE WALL ADJACENT
SEE DETAIL SHT. CG501
INSTALL SILT FENCE
6378.90 BW
6381.25 TW
6379.15 BW
6384.42 TW
6378.95 BW
6381.95 TW
DRAIN
SLOPE TO
6379.00 BW
6380.97 TW
6370.45 BW
6373.91 TW
6370.65 BW
6374.44 TW
6371.95 BW
6375.23 TW
6372.90 BW
6376.32 TW
6372.75 BW
6377.54 TW
6374.50 BW
6379.13 TW
D R
A
IN
S L
O P
E T
O
6381.66
6381.22
PROFILE SHT. CU407
SEE DETAIL SHT. CU504 &
(OVER EXIST. DUCT BANK)
DRAIN LINE "A"
NEW 36" CLASS V RCP
CULVERT & REPLACE WITH
REMOVE EXIST. 36"
L O
K /2
/2
(OPTION 2)
SEE DETAIL SHT. CU503
WITH CONCRETE PAVERS
BETWEEN PAVED ROADS
RECLAIM PEDESTRIAN AREA
(OPTION 2)
X
X
X
X
X
X
X
X
A M
D E
L E
T E B
O L L
A R
D W
O R
K
O P
T
IO
N N
O T
A T
IO
N
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
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:
FIRE LANE
INFILTRATION BED
PAVERS
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
No.11108-C
W
HA
IA ,I
AS..U
Licensed
Engineer
Professional
N N
IE
OKANO-KE
L E
R
IC
K
N
D
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION.
SL
SL
SL
EHH-3-SB11
EHH-2-SB11
E S
E S
E S
4-SB11
EHH-
SS
E
E S
E S
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SB5
EHH-1
SB5
EHH-2
SB5
EHH-4
SB6
EHH-1
SB6
EHH-3
SB6
EHH-4
SB6
EHH-5
SB5
EHH-3
SB12
EHH-3
SB-6
EHH-2
E S
E S
E S
E S
E S
EHH-5
C
C x x C x C x C x C xC xC
C
W 3/
W
W
W
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N ,4 .0
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TR
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TR
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P O T
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N ,7 .4
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P O T
P M B A-
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N ,5 .0
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P O T
P M B
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B L D R
B O
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R O
W
O
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V A L V E
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W V B
T O P
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T O P
V A L V E
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W V B
T O P
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T O P
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IN
V
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T O P
H
D W L
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C U L V
1.
D
IN
V
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F
IL
L E D
C U L V
1.
D
B O L L A R
D S
T P A
"S T O P
S
IG
N
IN
V
.9
T O P
H
D W L
.2
C U L V
1.
D
E P
B O L L A R
D S
E P
M H
S
IG
N A L
U S
A R
M Y
C B
B O L L A R
D S
E P
L
IM
IT
S
IG
N
"S
P E E D
D R
IV
E W
A Y
C O
N C
D R
IV
E W
A Y
P A
V E D
G A
T E
C H
A
IN
T O P
V A L V E
.9
W V B
T O P
.4
W V
B L D
G
A
B
C
S
IG
N
"N
A T U R
A L
R E S O
U R C E S
O F F
IC
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W V
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B
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E P
T P x x x x x x x
B L D R
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H
1.
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H
S T U
M P
FF=6368.83
W A
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S
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N
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S
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N
FF=6365.25
FF=6365.19
FF=6365.16
.0
W M
H
T O P
V A L V E
C O L
C O L
D R
A
IN
G R
A T E D
T O P
V A L V E
.1
W V B
T O P
.5
A R
V
G P
FF=6365.35
WALK
FF=6366.26
P G T
G P
B L D R
B L D R
B L D R
W
M E T E R
B O L L A R
D S
C E S S P
O
S
IR
E N
P
O L E
E B
O X
E P
T P
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G A T E
W A L K
E P
FF=6367.57
C O
N C
P O S T
C O
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P
A D
T P
S
IG
N
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A N
K
F O R C E
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N
S
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N
P
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W B L D R
B O L L A R
D S
T P
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H
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H
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D
M A
M A
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FF=6366.88
T P
W V
FF=6367.59
PLANTER
PLANTER
D P
O
P O S T
P O S T
S P
P O S T
P O S T
CONC
AREA
COVERED WALK
S
IG
N
N O
P
A R
K
IN
G
FF=6368.75
D R
A
IN
C O
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H B
FF=6369.60
D R
A
IN
B F P
T O P
V A L V E
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W V B
T O P
1.
G A T E x xx x
F O R
G E N
E N C L O S U R E
F E N C E G
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T A
L
T O P
V A L V E
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W V B
T O P
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B
O L L A R
D S
C O
N
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.0
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D
P
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E x x x x x
B A C
K B
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D
B A S K E T B
A L L
L P
B A C
K B
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D
B A S K E T B
A L L
D R
A
IN
H B
C O L
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T O P
V A L V E
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W V B
T O P
P O S T
F F
.0
C O
V E R
M E T A L
C O
V E R
M E T A L
F F
.0
.1
F F
F F
.0
F F
.9
F F
.5
F F
.3 x x x x
GATE
F F
.7
F F
.9 xx x
F F
.7
E P
.0
R
P
A N
T S
B L D R
P L A
N T
.0
HB
F P
W
M E T E R x
B L D R
F F
.7
F F
.0
B O L L A R
D S
C O
C O
W V
B O L L A R
D S
F F
.8 x x
E P B
F F
.5
.0
H
P L A
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.0
H
P L A
N T
CONC
G A T E x
FF=6371.45
E P
W
M E T E R
T O P
V A L V E
.0
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T O P
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R O
W
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S P
B F P
W
M E T E R
B L D R
B L D R
B L D R
R O
W
O F
FF=6375.25
E P
F F
.5
F F
.4
F F
.3
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THEATER
BLDG#T-91
BLDG#T-107
BLDG#T-106
BLDG#T-108
BLDG#T-109
B L
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STORAGE SHED
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.6
.1
.6
.5
.3
.4
.9
.7
.9
.1
.2
.7
.6
.6
.4
.4
.3
.7
.8
.6
.6
.3
.5
.3
.2
.4
.0
.7
.6
.6
.3
.3
.0
.3
.7
.2
.2
.0
.8
.2
.4
.8
.5
.7
.7
.6
.0
.6
.0
.5
.6
.0
.5
.5
.9
.9
.8
.4
.3
.7
.8
.0
.3
.7
.9
.8
.1
.5
.4
.6
.7
.5
.6
.5
.5
.0
.0
.2
.0
.4
.4
.4
.6
.0
.0
.5
.4
.6
.0
.2
.4
.7
.8
.8
.3
.3
.9
.9
.8
.4
.4
.4
.3
.2
.2
.0
.6
.8
.0
.1
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.0
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.7
.8
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.4
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.6
.6
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.8
.6
.7
.3
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.8
.4
.9
.4
.7
.9
.1
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.3
.7
.5
.1
.3
.0
.1
.1
.3
.7
.2
.9
.9
.4
.4
.1
.0
.2
.8
.9
.2
.3
.8
.9
.9
.0
.6
.0
.1
.7
.5
.9
.9
.7
.1
.1
.8
.9
.1
.1
.0
.0
.7
.4
.4
.8
.5
.0
.1
.0
2 6 .8
.8
.5
.5
.5
.3
.4
.7
.9
.1
.5
.0
.0
.8
.8
.0
.6
.4
.1
.8
.2
.8
.2
.1
.3
.3
.4
.7
.2
.2
.5
.4
.6
.2
.8
.6
G R
O U
N D
U
N D E R
C
O N C
B R
ID
G E
M E T A L
C
U L V
C O R R
U G
A T E D
P V C
C
U L V
C O
N C
.0
D
(O
U T L E T
1.
D
(I
N L E T
C O
N C
C U L V
W
W
W
.6
E P
D
D
D
S
S
S
S
SSSSSSSSSSSSSSSSSSSS
S S S
S S S S S S
S
S S S S S S S
S S
S
CG102
SCALE: 1"=20’
NN
M
AU
N A
KEA
LO
O P
SEE SHT. CG101
MATCHLINE
40’10’0 20’
L
IN-PLACE
UTILITY POLE
PROTECT EXIST.
IN-PLACE
UTILITY POLE
PROTECT EXIST.
S W
A L E D
G R
A D
E D
S W
A L E D
G R
A D
E D
S W
A L E D
G R
A D
E D
S W
A L E D
G R
A D
E D
S W
A L E D
G R
A D
E D
S W
A L E D
G R
A D
E D
S W
A L E E
G R
A D
E D
S W
A L E E
G R
A D
E D
S W
A L E E
G R
A D
E D
S W
A L E E
G R
A D
E D
S W
A L E E
G R
A D
E D
S W
A L E E
G R
A D
E D
GRADING PLAN
G R
A D
IN
G P
L A
N
SEE DETAIL SHT. CG501
INSTALL SILT FENCE
SEE DETAIL SHT. CG501
INSTALL SILT FENCE
6372.02
6372.60
6373.78
6375.506374.30
6372.60
6374.35
6372.07
6371.80
6372.60
6371.27
6370.20
6371.80
6369.67
6369.80
6370.20
6369.54
6368.15
6368.20
6369.90 6370.70 6371.80
6370.00 6370.70
6369.95
6370.65
6371.75
6371.80
6372.50 6374.20
6374.15
6375.20 6372.45
6372.50
6374.20
6367.79
6370.00
6370.00
6369.50
6370.00
6370.70
6370.70
6371.80
6370.20
6371.80
6372.50
6371.30
6372.50
6374.20
6372.00
6374.20
6375.20
L
P O
H A
K U
L O
A S
T R
E E
T
6370.00
6370.00
6369.50 6369.50
6368.59
6369.49
6370.90
6367.76
6374.00
6378.63
6377.84
SWALE
GABION
(SOUTH)
EXIST.
L
CONC. BARRIERS
REMOVE EXIST.
IN-PLACE
POLE
UTILITY
EXIST.
PROTECT
p t0
C
G .d g n
MSE WALL (TYP.)
INSTALL STAIRS AT
SEE DETAIL SHTS. CU505 & CU506
INFILTRATION BED "F"
INSTALL 30’x50’ DRAINAGE
SEE DETAIL SHTS. CU505 & CU506
INFILTRATION BED "E"
INSTALL 30’x50’ DRAINAGE
SEE DETAIL SHT. CU504
DRAIN PIPE AT SWALE (TYP.)
4-INCH PERFORATED PVC
SEE DETAIL SHT. CU504
BETWEEN BLDGS (TYP.)
GRADED SWALES
SEE DETAIL SHT. CU504
BETWEEN BLDGS (TYP.)
GRADED SWALES
SEE DETAIL SHT. CU504
DRAIN PIPE AT SWALE (TYP.)
4-INCH PERFORATED PVC
SEE DETAIL SHT. CU508
TO FIRE LANE "E"
MSE WALL ADJACENT
& STRUCT. SHTS.
SEE PROFILE SHT. CU402
C TRENCH DRAIN "F"
SEE DETAIL SHT. CU504
OF FIRE LANE "E"
BOLLARDS AT THE END
INSTALL 4 REMOVABLE
6373.70
6371.00
SEE DETAIL SHTS. CU504 & S-501
TO TRENCH DRAIN "F" (TYP.)
DRAIN PIPE FROM SWALE
4-INCH SOLID PVC
SEE DETAIL SHTS. CU504 & S-501
TO TRENCH DRAIN "E" (TYP.)
DRAIN PIPE FROM SWALE
4-INCH SOLID PVC
6370.50
FLOW
F L
O W
F L
O W
F L
O W
F L
O W
F L
O W
F L
O W
FLOW FLOW FLOW
F L
O W
F L
O W
F L
O W
F L
O W
F L
O W
F L
O W
& DETAIL SHT. CU507
SEE PROFILE SHT. CU411
C FIRE LANE "E"
6367.76
6368.48
SLOPE TO DRAIN
6372.10 BW
6372.91 TW
6375.20
T O D
R A
IN
S L
O P
E
6374.22
D R
A
IN
S L
O P
E T
O
TO DRAIN
SLOPE
TO DRAIN
SLOPE
(OPTION 3)
& STRUCT. SHTS.
SEE PROFILE SHT. CU401
C TRENCH DRAIN "E"
/2
/2
L O
K
X
X
X
X
6368.40 BC
6368.90 BW
6368.90 TW TC
6369.88 BC
6368.65 BW
6370.38 TW TC
6370.80 BC
6370.45 BW
6371.30 TW TC
6371.57 BC
6371.15 BW
6372.07 TW TC
6373.45 BC
6372.75 BW
6373.95 TW TC
6374.57 BC
6374.45 BW
6375.07 TW TC
TC
6376.10 BW BC
6376.25 TW
A M
D E
L E
T E M
S E W
A L L
E
S T
A
IR
S B
O L L
A R
D S
D E
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IP
T
IO
N
D
2 3
C
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M A
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P R
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Honolulu District of Engineers
US Army Corps
SHEET OF
D
A T
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T
IM
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D A
T E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
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P L
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N N
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D W
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B E
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P L
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C A
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C O
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S I
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IA
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IN
C
U .S
A R
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P S O
F E
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IN
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: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
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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
No.11108-C
W
HA
IA ,I
AS..U
Licensed
Engineer
Professional
N N
IE
OKANO-KE
L E
R
IC
K
N
D
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
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
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
G
N
C O
N C
P
A D
F O
R
F
U
T
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
T
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 S
S
SS
S
S
CG104
SCALE: 1"=20’
NN
S E
E S
H T
C G
M A
T C
H L
IN
E
40’10’0 20’
DL-C STA. 0+38
STA. 0+00 TO 0+40
PROFILE SHT. CU407
SEE DETAIL SHT. CU504 &
NEW 48" DRAIN LINE "B"
DL-B STA. 0+00
SEE STRUCT. SHTS.
BOX CULVERT 1
1-6’x3’ CONCRETE
DL-B STA. 0+49.84
DL-C STA. 2+31.98
DL-B STA. 0+87.61=
DL-B STA. 1+18.24
GRADING PLAN
G R
A D
IN
G P
L A
N
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
MAUNA K
EA L
OOP
CHANNEL "A" STA. 0+00
SEE STRUCT. SHTS.
BEGIN BOX CULVERT 1
INV.=6346.87 (36")
INV.=6347.93 (24")
INSTALL SDMH NO. 2
GRADING LIMITS
SEE DETAIL SHT. CG501
INSTALL SILT FENCE
TO MATCH EXIST.
AND FINISH GRADE
RESTORE A.C. PAVEMENT
(LOCATION APPROX.) &
METAL 2’ DIA. CULVERT
REMOVE CORRUGATED
DL-C STA. 0+00
SEE DETAIL SHT. CU501 & CU503
RIPRAP BASIN
DRAIN INTO MORTARED
END DRAIN LINE "B"
GRADING LIMITS
p t0
C
G .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.
INSTALL DRAIN SUMP W/ GRATE
F L
O W
FLOW
F L
O W
F L
O W
FL
O
W
FLOW
FLOW
FLOW
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 &
DRAIN LINE "B"
NEW 24" CLASS V RCP
PROFILE SHT. CU407
SEE DETAIL SHT. CU504 &
DRAIN LINE "B"
NEW 24" CLASS V RCP FLOW
88°16’25"
220.00’
SEE DETAIL SHT. CU501 & CU503
MORTARED RIPRAP BASIN
DRAIN INTO NEW
CULVERT IN-PLACE
CORRUGATED METAL
PROTECT EXIST. 3’ DIA.
GRADE TO MATCH EXIST.
A.C. PAVEMENT AND FINISH
3’ DIA. CULVERT & RESTORE
REMOVE CORRUGATED METAL
INSTALLATION
CULVERT CONNECTION AND
TO MATCH EXIST. AFTER NEW
RE-GRADE AND RESTORE AREA
NEW CULVERT INSTALLATION
RESTORE EXIST. GRADE ABOVE
3’ DIA. CULVERT DOWNSTREAM
CONNECT NEW CULVERT TO EXIST.
CIRCULAR CULVERT
REPLACE WITH NEW 3’ DIA. CONCRETE
BOX CULVERT INSTALLATION
3’ DIA. CULVERT (2) FOR AND
REMOVE EXIST. CORRUGATED METAL
SEE DETAIL SHT. CU501 & CU503
RIPRAP BASIN
DRAIN INTO MORTARED
END DRAIN LINE "C"
DL-C STA. 2+58
(OPTION 2)
SEE DETAIL SHT. CU503
PAVED ROADS WITH CONCRETE PAVERS
RECLAIM PEDESTRIAN AREA BETWEEN
L O
K /2
/2
R E
V
IS
IO
N S
O P
T
IO
N N
O T
A T
IO
N
(OPTION 2) 4
A M
D R
A
IN
L
IN
E A
N D C
H A
N N
E L
CU509 & CU510
SEE DETAIL SHTS.
GRATE & GRAVEL FILTER
INSTALL DRAIN SUMP W/
INV.=6355.18
DRAIN LINE "C"
BEGIN 36" 24" CLASS V RCP
PROFILE SHT. CU407
SEE DETAIL SHT. CU504 &
DRAIN LINE "C"
NEW 36" 24" CLASS V RCP
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
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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
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T B
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P
L T
D R
V S
P R
IN
T E
D B
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U
S E
R
L A
S T S
A V
E D B
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S O
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N N
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F
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A M
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D W
N B
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D B
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D E
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D B
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D A
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F
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B E
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P L
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C A
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C O
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C T N
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S I
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T R
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H O
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L U
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IN
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U .S
A R
M Y C
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P S O
F E
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IN
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: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
No.11108-C
W
HA
IA ,I
AS..U
Licensed
Engineer
Professional
N N
IE
OKANO-KE
L E
R
IC
K
N
D
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
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
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
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
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
D
D
D
58.03'
115°31'30"
.5
°4 '3
123°51'0" 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"
S
S
S
S
S S
S S
S S
S S
S S
S S
S S
S
SS
S
SSSSSSSSSS
S
S
S
S
S
S S
S S
S
S
SS
CG105
SCALE: 1"=20'
NN
S E
E S
H T
C G
M A
T C
H L
IN
E
S E
E S
H T
C G
M A
T C
H L
IN
E
SEE SHT. CG108
MATCHLINE
40'10'0 20'
EXIST. GUY & ANCHOR
TO TRANSITION AROUND
NEW MORTARED RIPRAP
STA. 4+00.81 O/S 8.26' RT
SEE DETAIL SHT. CU501
OUTFALL TO CHANNEL SIDE SLOPE
CONNECT EXIST. 18" CONC. CULV.
IN-PLACE
UTILITY POLE
PROTECT EXIST.
IN-PLACE
UTILITY POLE & ANCHOR
PROTECT EXIST.
G R
A D
IN
G P
L A
N
SEE DETAIL SHT. CG501
INSTALL SILT FENCE
GRADING PLAN
MAUNA KEA LOOP
GRADING LIMITS
EXIST. GUY & ANCHOR
TO TRANSITION AROUND
NEW MORTARED RIPRAP
IN-PLACE
UTILITY POLE & ANCHOR
PROTECT EXIST.
SEE STRUCT. SHTS.
BOX CULVERT 2
1-6'x4' CONCRETE
STA. 5+64 TO 6+16
CULVERT INSTALLATION
METAL CULVERT FOR BOX
REMOVE EXIST. 21"
DL-D STA. 0+00
p t0
C
G .d g n
FLOW
FLOW
F L
O W
FLOW
164.17'
PAVER CORNER SW
TIE TRASH-2 TO
83.22'
PAVER CORNER NW
TIE TRASH-2 TO
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
SEE DETAIL SHT. CU504 OF FIRE LANE "C" BOLLARDS AT THE END INSTALL 4 REMOVABLE
AM 004: OPTION 1 NOTATION
(OPTION 2) 1(OPTION 2) 1
L O
K /2
/2
(OPTION 2)
SEE DETAIL SHT. CU503
AREA WITH CONCRETE PAVERS
RECLAIM 48'x92' PEDESTRIAN
CHANNEL "A" STA. 1+66
CROSS SECTION SHTS. CU414-CU416
PROFILE SHTS. CU408-CU409 &
SEE DETAIL SHT. CU501,
AT EXIST. CULVERT OUTLET
BEGIN MORTARED RIPRAP CHANNEL "A"
C H
A N
N E
L
A
R E
V
IS
IO
N
CU414-CU416
CROSS SECTION SHTS. CU411-CU413
PROFILE SHTS. CU408-CU409 &
SEE DETAIL SHT. CU501,
MORTARED RIPRAP CHANNEL "A"
CU414-CU416
CROSS SECTION SHTS. CU411-CU413
PROFILE SHTS. CU408-CU409 &
SEE DETAIL SHT. CU501,
MORTARED RIPRAP CHANNEL "A"
A M
O P
T
IO
N N
O T
A T
IO
N
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
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
INFILTRA…
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