W9128A-18-B-0005_Am-0007_Drawings.pdf
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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
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D
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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
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. 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
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S L
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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
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SEE DETAIL
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SB3
EHH-1-
E S x
E S x
E S x
E S x
E S x
ES
x
E S x
S
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S
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5’X7’
EHH-1-SB3
5’X7’
EHH-1-SB3
3’X5’
EHH-4-SB3
5’X7’
EHH-2-SB3’X5’
EHH-4-SB3
5’X7’
3-SB3
EHH-
5’X7’
EHH-2-SB
SB4
EHH-4
SB4
EHH-3
SB4
EHH-2
SSS
E
SB3
EHH-1
EHH-4
SB4
EHH-5
D
D
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348.55’
314°30’0"
313°30’0" 57.00’
D
D
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Honolulu District of Engineers
US Army Corps
SHEET OF
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S
IN
C
U .S
A R
M Y C
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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
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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
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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
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
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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
04/30/20
EXPIRATION DATE OF LICENSE
CU101
D R
A
IN
A G
E P
L A
N
SCALE: 1"=20’
NN
SEE SHT. CU102
MATCHLINE
S E
E S
H T
C U
M A
T C
H L
IN
E
40’10’0 20’
L
& STRUCT. SHTS.
SEE PROFILE SHT. CU402
C TRENCH DRAIN "G"
FL-D STA. 0+00
DRAINAGE PLAN
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
BENCHMARK
TEMPORARY
ELEV.=6378.67
1,628,523.15 E
335,987.27 N
COMM-2
174.90’
FL-D STA. 0+00
TIE COMM-2 TO
M A
U N
A K
E A L
O O
P
P O
H A
K U
L O
A S
T R
E E
T
CONC. BARRIERS
REMOVE EXIST.
SEE DETAIL SHT. CU507
AROUND EDGE OF NEW FIRE LANE
INSTALL CONC. HEADER
END TRENCH DRAIN "D"
SEE DETAIL SHT. CU504
OF FIRE LANE "D"
BOLLARDS AT THE END
INSTALL 4 REMOVABLE
SEE DETAIL SHT. CU504
EROSION PROTECTION (TYP.)
MORTARED ROCK-LINED SLOPE
SEE DETAIL SHT. CU508
INSTALL STAIRS AT MSE WALL
SEE DETAIL SHT. CU508
INSTALL STAIRS AT MSE WALLBEGIN MSE WALL "D"
FL-D STA. 0+65.00 O/S 10.50’ R
END MSE WALL "D"
FL-D STA. 2+85.00 O/S 10.50’ R
GABION SWALE
EXIST. (SOUTH)
FORD (TYP.)
CONCRETE
EXIST. (SOUTH)
SEE DETAIL SHT. CU504
BETWEEN BLDGS (TYP.)
GRADED SWALES
FL-D STA. 1+53.00 O/S 10.50’ R FL-D STA. 2+33.00 O/S 10.50’ R
(TYP.)
PADS
CONC.
BLDG.
FUTURE
TO MATCH EXIST.
AND FINISH GRADE
& RESTORE A.C. PAVEMENT
METAL 3’ DIA. CULVERT
REMOVE CORRUGATED
SEE DETAIL SHT. CU507
TO EXIST. ROAD
AT CONNECTION
RIDING TRANSITION
PROVIDE SMOOTH
BEGIN FIRE LANE "D"
p t0
C
U .d g n
L
REMOVABLE BOLLARDS
AT CONCRETE PAD FOR
END FIRE LANE "D"
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
FL-D STA. 3+49–
FL-D STA. 3+49– O/S 8’ L
SHT. CU504
SEE DETAIL
OUTLET (TYP.)
FROM SWALE TO
PVC DRAIN PIPE
4-INCH SOLID
SEE DETAIL SHTS. CU509 & CU510
W/ MANHOLE COVER (2)
INSTALL DRAIN SUMPS
SEE DETAIL SHTS. CU504 & S-501
FROM SWALE TO TRENCH DRAIN "D"
4-INCH SOLID PVC DRAIN PIPE
F L O
W
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
FLOWFLOW
F L
O W
FLOW
19.05’ 19.35’ 18.84’
19.17’18.91’22.41’
& DETAIL SHT. CU507
SEE PROFILE SHT. CU411
C FIRE LANE "D"
FL-D STA. 0+45 O/S 6’ L
(AT INV.=6370.69’) TO
FROM TRENCH DRAIN "D"
BEGIN 15" CLASS V RCP DRAIN LINE
& STRUCT. SHTS.
SEE PROFILE SHT. CU401
C TRENCH DRAIN "D"L
BEGIN TRENCH DRAIN "D"
FL-D STA. 0+00 O/S 8’ L
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"
EXIST. TRENCH DRAIN "C"
BED "C"
INFILTRATION
EXIST.
STRUCT. SHTS.
SEE PROFILE SHT. CU402 &
DRAIN "G" BOTTOM TO DRAIN SUMP
DRAIN LINE FROM TRENCH
INSTALL NEW 15" CLASS V RCP
4(OPTION 2)
AND MSE WALL "C" AND STAIRS
EXIST. FIRE LANE "C" 4
FL-C STA. 1+52.00 O/S 10.50’ R
SEE DETAIIL SHT. CU508
INSTALL STAIRS AT MSE WALL "C’
SEE DETAIIL SHT. CU508
INSTALL STAIRS AT MSE WALL "C’
FL-C STA. 2+32.00 O/S 10.50’ R
X
X
X
X
X
X
X
X
L O
K /2
/2
A
M
A D
D S
T A
IR
S
D E
L E
T E
B O
L L
A R
D S
R E
V
IS
E C
A L L
O U
T S
219.24’
MANHOLE
INFIL. BED "D"
TIE COMM-2 TO
CU509 & CU510
SEE DETAIL SHTS.
W/ MANHOLE COVER (2)
INSTALL DRAIN SUMP
SEE DETAIL SHTS. CU509 & CU510
W/ MANHOLE COVER (3) (2)
INSTALL DRAIN SUMPS 7
168.24’ 162.75’
STA. 0+00
TRENCH DRAIN "F"
TIE COMM-2 TO7
L O
K /1
/2
A M
R E
V
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R A
IN
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P
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S C
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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
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D A
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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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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
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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
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
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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
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
04/30/20
EXPIRATION DATE OF LICENSE
CU402
GRAPHIC SCALES:
1+00
SCALE: 1"=4’
SCALE: 1"=20’
40’10’0 20’
4’ 8’0 2’
PROFILE - TRENCH DRAIN "F"
VERT. 1"=4’
SCALE: HORIZ. 1"=20’
VERT. 1"=4’
SCALE: HORIZ. 1"=20’
PROFILE - SWALE "A"
0+00 0+00
0+00 1+00
S W
A L E
A
P R
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N C
H D
R A
IN
F
G p t0
C
U .d g n
1+00 2+00
63806380
PROFILE - TRENCH DRAIN "G"
VERT. 1"=4’
SCALE: HORIZ. 1"=20’
L O
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/2
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D P
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F
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L O
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G
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OF TRENCH DRAIN "G"
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1.2
SUMPTOP O
F
2.0
S T
A
D R
A
IN
S
U
P
T
A .1
0.500%
ALONG C OF TRENCH DRAIN
APPROX. EXIST. GRADE
TOP OF GRATE
S8
FINISHED GRADE
8.7
15"
DL
S T
A R
T T
R E
N C
H D
R A
IN
S T
A .0
9.0
15"
DL
2’ MIN. COVER
DRAIN LINE
CLASS V RCP
INV. - 15"
S T
A -0
D R
A
IN
S
U
SUMP
TOP OF
6372.00
6368.70
15" DL
TOP OF GRATE
LLALONG C OF TRENCH DRAIN
APPROX. EXIST. GRADE
S T
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E N
D T
R E
N C
H D
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F
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6.5
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T
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IN
F
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IN
L
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6366.30
B E
G
IN
D
R A
IN
L
IN
E F
TG=6374.00
STA 2+10.00
TG=6371.00
STA 1+00.00
TG=6370.00
STA 0+10.00
S T
A .6
6.8
4"
DL
S
T A .0
8.5
4"
DL
9.2
4"
DL
0.3
4"
DLS
T
A .4
S T
A .9
1.0
4"
DLS
T
A .7
2.7
4"
DL
S T
A .0
DRAIN "F"
OF TRENCH
INV. - BOTTOM
C O
V E
R 2.73%1.11%
3.18%
DRAIN LINE
CLASS V RCP
INV. - 15"
M
IN
7.9
S T
A .2
-5.64%
-18.19%
3.5
7.7
D L -A S
T A
S T
A
E N
D S
W A
L E
A
S T
A
B E
G
IN
S
W A
L E
A
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APPROX. EXIST. GRADE
OF SWALE "A"
INV. - BOTTOM
D
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
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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
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
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P O
H A
K U
L O
A T
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IN
IN
G A
R E
A
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C T
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A L L
IN
E S A
N D T
E L E
C O
M M
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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
04/30/20
EXPIRATION DATE OF LICENSE
AA ST.
MAUNA KEA LP.
LL
7.9
6381.40
SUMP
TOP OF
SUMPTOP O
F
1.4
-3.637%
-3.637%
SUMPTOP O
F
9.6
SUMPTOP O
F
9.6
ALONG C OF NEW DRAIN LINE
APPROX. EXIST. GRADE
M
IN
6376.29
5.7
836"
DL-A
(O
UT)
4.4
S T
A .7
D R
A
IN
S
U M
P
S T
A .7
D R
A
IN
S
U M
P
S T
A .0
D R
A
IN
S
U M
P S T
A .0
D R
A
IN
S
U M
P
D L -A S
T A
S T
A .4
S W
A L E
A
DRAIN LINE "A"
INV. - 36"
36"
DL-A
36"
DL-A
(IN
36" DL-A (IN)
C O
V E
R
SUMPTOP O
F
9.6
S T
A .0
D R
A
IN
S
U M
P
5.1
4.9
PELE ST.
INTO DRAIN SUMP
GRADE TO DRAIN
9.1
SUMPTOP O
F
36"
DL-C
36"
DL-C
6349.00
-3.52%
1.4
LLALONG C OF NEW DRAIN LINE
APPROX. EXIST. GRADE
M
IN
C O
V E
R
S8
W¾
24" DL-C
DRAIN LINE "C"
INV. - 36" 24"
24"
7.5
0.5
DRAIN LINE "C"
INV. - 36" 24"
-2.00%
6.7
SUMP S
DMH
TOP O
F
-3 .3
5.0
0CHANNEL "
A"
6343.00
CHANNEL "A"
S T
A
S D
M H N
O
S T
A
D R
A
IN
S
U M
P
-5.00%
RIPRAP BASIN
MORTARED
D
IA
C U
L V
E R
T I
N L E
T
C H
A N
N E
L
A S
T A
S T
A -0
R
IP
R A
P B
A S
IN
IN
T
O M
O R
T A
R E
D
E N
D D
L -C
S T
A
S T
A -0
24"
9.6
7.8
PELE ST.
MAUNA KEA LP.
M
IN
LLALONG C OF NEW DRAIN LINE
APPROX. EXIST. GRADE
S T
A
8.6
SDMH
TOP OF
6352.31 634 6.8
6.8
S T
A .8
D R
A
IN
S
U
DRAIN LINE "B"
INV. - 48"
DRAIN LINE "B"
INV. - 24"
24"
DL-B
2.3
2.1
5.2
D L -C S
T A .9
D L -B S
T A .6
S D
M H N
O
C H
A N
N E
L
A S
T A -0
.9
D L -B S
T A .5
CHANNEL "
A"
CHANNEL "
A" CHANNEL "
A"
C H
A N
N E
L
A S
T A
S T
A -0
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024"
DL-B
2.8
TOP O
F
SUMP
C O
V E
R
BASIN
S8
W¾
24"
DL-B
(IN
36"
DL-C
(IN
6.8
5.8
748"
DL-B
(O
UT)
-2.00%
-2.00%
-2.00%
-5 .0
-0.50%
5.5
MAUNA LOA ST.
SUMP
TOP OF
6332.42
S T
A .4
D R
A
IN
S
U
SUMPTOP O
2.5
S T
A .0
D R
A
IN
S
U
LLALONG C OF NEW DRAIN LINE
APPROX. EXIST. GRADE
6327.44
8.3
36" DL-D (OUT)
8.5
S T
A .0
0.500% 0.500%
S T
A .7
6.9
DRAIN LINE "D"
INV. - 36"
M
IN
36"
DL-D
BOTT
OMCHANNEL
24"
DL-D
FINISH GRADE
24"
DL-D
(IN
C O
V E
R
CU407
GRAPHIC SCALES:
SCALE: 1"=4’
SCALE: 1"=20’
40’10’0 20’
4’ 8’0 2’
VERT. 1"=4’
SCALE: HORIZ. 1"=20’
VERT. 1"=4’
SCALE: HORIZ. 1"=20’
VERT. 1"=4’
SCALE: HORIZ. 1"=20’
0+00 1+00 0+00 1+00
0+00 1+00 2+00
2+00
0+00 1+00
VERT. 1"=4’
SCALE: HORIZ. 1"=20’
p t0
C
U .d g n
P R
O F
IL
E D
R A
IN
L
IN
E
A
B
C
D
PROFILE - DRAIN LINE "A" PROFILE - DRAIN LINE "B"
PROFILE - DRAIN LINE "D"PROFILE - DRAIN LINE "C"
L O
K /2
/2
A M
D E
L E
T E D
R A
IN
L
IN
E
B
R E
V
IS
E D
R A
IN
L
IN
E
C
L O
K /0
/2
A M
R E
V
IS
E D
R A
IN
L
IN
E
C
L O
K /1
/2
A M
R E
V
IS
E D
R A
IN
L
IN
E
A
| 16pt03CG101-CG101-000 |
| 16pt03CU101-CU101-000 |
| 16pt03CU402-CU402-000 |
| 16pt03CU407-CU407-000 |
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