W9128A-18-B-0005_Am-0005_Drawings_(Part_2_of_2).pdf
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ELEV:
6.59
N:
,132 .97
E:
1,62
7,65 0.21
POT P
MB-6A-B
ELEV:
8.95
N:
,428 .11
E:
1,62
7,67 6.21
POT MRD-1A
ELEV:
3.19
N:
,395 .02
E:
1,62
7,80 8.56
TR MRD-1
ELEV:
7.79
N:
,062 .34
E:
1,62
7,95 4.04
POT P
MB-5A
ELEV:
8.27
N:
,125 .40
E:
1,62
7,97 2.12
POT P
MB-5A-1
ELEV:
8.42
N:
,164 .12
E:
1,62
7,98 3.23
POT P
MB-5A-2
ELEV:
8.21
N:
,202 .62
E:
1,62
7,99 4.27
POT P
MB-5A-3
ELEV:
8.27
N:
,237 .65
E:
1,62
8,00 4.31
POT P
MB-5A-4
ELEV:
8.24
N:
,276 .86
E:
1,62
8,01 5.55
POT P
MB-5A-5
ELEV:
9.32
N:
,346 .29
E:
1,62
8,03 5.46
POT MRD-A
ELEV:
4.00
N:
,306 .57
E:
1,62
8,22 0.39
TR P
MB-4
ELEV:
0.72
N:
,160 .04
E:
1,62
8,16 7.62
POT P
MB-5B
ELEV:
0.06
N:
,026 .64
E:
1,62
8,11 9.58
TR P
MB-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
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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
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LIMIT
"SPEED
SIGN
BFP
EXERCIS
E B
ARS
FF=6357.32
O L
D B
R O
K E
N P
A V
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FF=6349.40
SURROUNDED B
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LDR
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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
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x x xxxxxxx x xGATE BOLLARDS
SIG
N "
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HOURS O
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IGN
AC BERM
x x x x x x x x x x x
ARV
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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
C
A R
E A
B L
D G
F O
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
0.13
0.2
8.13
7.7
7.2
1.63
5.7
5.5
6.2
6.5
6.3
5.5
4.9
7.6
8.0
8.6
5.6
8.5
9.11
9.5
9.3
8.9
7.3
8.3
8.6
9.6
9.4
0.18
0.3
0.6
0.7
9.6
0.11
0.6
0.4
0.4
0.4
0.5
0.9
0.5
9.9
9.3
0.4
0.15
1.19
1.46
1.02
0.8
0.8
1.20
1.61
1.46
1.52
1.63
1.60
1.08
9.2
9.4
0.4
1.68
1.44
1.69
1.18
1.75 635
1.81
1.84
1.90
1.54
0.3
0.3
1.59 635 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
5.18
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
1.97
2.5
2.9
2.2
1.80
1.08
1.63
2.3
2.2
1.95
2.2
1.83
2.0
1.69
1.48
1.49
1.21
1.52
1.30
0.8
1.24
1.11
1.08
1.06
1.02
1.02
0.9
0.3
1.00
1.09 635
1.25
1.74
1.33
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
1.15
1.54
1.76
1.47
1.08
1.54
1.96
1.57
1.92635
2.2
1.81
2.12
2.8
2.0
3.5
4.9
5.5
5.6
5.8
5.8
5.7
5.8
5.6
5.7
5.14
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
5.14
5.6
3.4
4.2
2.7
2.3
3.13
0.9
0.9
1.27
0.6
1.00
1.59
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
9.17
9.0
9.0
8.6
8.9
5 634 8.4
9.12
8.14
8.8
8.9
7.5
7.9
7.16
6.6
8.8
8.6
7.4
8.2
9.5
0.5
1.60
2.9
4.2
3.9
2.6
1.26
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
8.18
7.9
8 635 9.0
8.5
8.8
9.4
9.4
8.8
9.3
9.5
9.10
8.7
7.8
8.6
7.9
7.4
8.2
8.5
8.9
8.9
8.4
7.7
8.5
8.11
7.8
7.3
7.6
7.2
6.5
7.13
7.2
7.0
7.18
6.3
6.2
5.8
6.5
5.4
4.6
6.10
6.5
7.12
7.2
7.2
7.0
6.9
6.9
6.7
5.9
6.12 635 6.8
6.9
6.7
6.6
7.3
6.5
7.2
7.3
7.8
8.14 635
8.5
9.0
7.9
8.2
8.8
8.4
9.4
9.0
9.15
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
9.17
9.3
9.0
8.15635 8.8
8.4
8.16
7.6
6.8
7.4
6.5
6.15
6.0
6.2
6.8
7.3
7.2
7.0
7.18
6.8
6.3
6.5
6.6
7.18
7.14
7.0
7.0
6.9
6.9
6.5
6.6
7.4
0 635 7.6
7.4
8.11
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
8.19
7.5
6.4
7.0
6.5
6.2
6.0
6.4
6.9
7.0
6.7
6.5
6.19
6.5
7.0
7.0
7.0
7.2
6.7
7.6
8.0
8.11
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
9.16
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
7.10
7.4
8.17
7.8
7.6
7.7
8.3
8.19 635
8.7
8.9
0 635 9.5
9.2
9.5
9.9
9.2
0.17 636
0.8
1.09
0.6
9.9
6 636 0.6
1.57
1.49
1.64 636
2.6
2.4
2.6
0.3
9.8
9.8
0.7
0.2
9.9
9.6
0.11
9.8
9.8
0.0
9.8
9.7
9.7
0.0
0.5
0.5
0.5
1.13
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
1.10
2.6
2.9
2.5
1.40636
1.21636 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
0.10
0.17
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
0.11
9.8
9.0
9.5
9.4
0.11
0.3
0.0
9.3
0.7
6 635 9.5
9.2
1.28
3.0
2.7
8.6
0.2
9.7
0.0
0.18
0.4
0.19
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
5.19
8.7
9.2
9.3
9.3
9.19
8.6
7.7
9.9
2.6
4.3
0.4
1.14636
5.8
6.3
4.4
4.8
8.8
0.4
0.7
7.19
6.17
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
1.43
0.6
0.5
0.16
0.6
1.87
1.51
1.80
2.8
2.7
2.4
1.28
1.95
1.38
1.13
0.8
9.6
0.0
0.12
9.11
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
1.61
1.52
1.27
3.2
1.63
0.6
1.21
0.7
0.0
9.9
1.19
1.06
1.39
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
9.13
9.16
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
6.13
6.11
6.2
5.5
5.6
5.8
6.2
6.2
6.3
6.2
6.7
6.7
6.7
6.6
7.13
5.7
5.5
6.0
2.2
0.8
1.18
1.60
1.65
9.2
CULV.CONC.
BOX
METAL C
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W
W
W
W
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W3
W
W
W
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S
S
S
SL
SL
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EHH-3-SB15
3-SB14
EHH-
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EHH-2-SB15
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EHH-8EHH-9
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SB16
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70.80'
283°46'34"
102°14'30"
290.00' 111°53'7" 14.00'93°27
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18.00 ' 0
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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° 20'13
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
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W
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Engineer
Professional
N N
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THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION.
EXPIRATION DATE OF LICENSE
04/30/20
CU107
D R
A
IN
A G
E P
L A
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SCALE: 1"=20'
DRAINAGE PLAN
NN
EDGE OF PAVEMENT
40'10'0 20'
S E
E S
H T
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M A
T C
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STA. 0+00
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"
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"
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
REMOVE EXIST.
SEE DETAIL SHT. CU504
OF FIRE LANE "F"
BOLLARDS AT THE BEG.
INSTALL 4 REMOVABLE
p t0
C
U .d g n
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.
PAVEMENT OBLITERATION
L O
K /2
/2
X X X X
X X X X
A M
R E
M O
V E B
O L L
A R
D W
O R
K
RIPRAP LINED FORD
CONCRETE & MORTARED
REMOVABLE BOLLARDS
AT CONCRETE PAD FOR
BEGIN FIRE LANE "F" AT
RIPRAP LINED FORD
CONCRETE & MORTARED
REMOVABLE BOLLARDS
AT CONCRETE PAD FOR
BEGIN FIRE LANE "G" AT
CLEANOUT, AND MANHOLE COVERS TO GRADE.
2. CONTRACTOR SHALL ADJUST EXISTING UTILITY BOX,
SWALE OR FORD.
PROPOSED REALIGNMENT OR RECONFIGURATION OF
APPROVAL FROM CONTRACTING OFFICER ON ANY
ITS PROPOSED ALIGNMENT. CONTRACTOR SHALL OBTAIN
CASE AN EXISTING FIRE HYDRANT OR UTILITY BOX IS IN
MORTARED RIPRAP FORD MAY BE REALIGNED IN THE
1. GABION MATTRESS SWALE AND CONCRETE AND
NOTES:
/0
/2
A M
A D
D N
O T
E
L O
K
SEE NOTE BELOW
MATTRESS SWALE "H"
BEGIN GABION
SEE NOTE TO RIGHT
PROFILE SHT. CU406
SEE DETAIL SHT. CU501 &
GABION MATTRESS SWALE "H"
SEE NOTE TO RIGHT
SEE DETAIL SHT. CU502
RIPRAP LINED FORD
CONCRETE & MORTARED
SWALE "H" STA. 1+11± TO 1+44±
SEE NOTE TO RIGHT
SEE DETAIL SHT. CU502
RIPRAP LINED FORD
CONCRETE & MORTARED
SWALE "H" STA. 3+11± TO 3+44±
ELEV:
8.72
N:
,187 .09
E:
1,62
7,44 4.83
POT P
MB-6B
ELEV:
9.28
N:
,182 .43
E:
1,62
7,46 2.51
POT P
MB-6B-1
ELEV:
3.46
N:
,153 .91
E:
1,62
7,57 0.74
POT P
MB-6A
ELEV:
6.59
N:
,132 .97
E:
1,62
7,65 0.21
POT P
MB-6A-B
ELEV:
3.01
N:
,214 .90
E:
1,62
7,59 4.20
POT P
MB-6A-1
ELEV:
4.95
N:
,258 .07
E:
1,62
7,61 0.80
POT P
MB-6A-2
ELEV:
5.85
N:
,295 .32
E:
1,62
7,62 5.13
POT P
MB-6A-3
ELEV:
6.86
N:
,334 .03
E:
1,62
7,64 0.02
POT P
MB-6A-4
ELEV:
8.23
N:
,366 .21
E:
1,62
7,65 2.40
POT P
MB-6A-5
ELEV:
8.95
N:
,428 .11
E:
1,62
7,67 6.21
POT MRD-1A
ELEV:
4.61
N:
,252 .41
E:
1,62
7,19 6.96
TR O
SR-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
L
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
1.18
1.18
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
7.10
6.4
6.3
6.0
7.2
7.5
7.2
5.8
5.8
6.16
5.9
6.2
6.16
5.8
6.19
5.8
5.4
5.2
5.8
6.0
5.5
4.9
4.8
5.15
4.9
5.5
5.5
5.12633
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
7.19
6.8
7.6
8.3
8.17
7.4
7.10
7.4
7.4
6.8
5.8
4.7
4.2
4.5
4.7
4.2
4.19633 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
9.19
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
4.15
3.6
2.6
2.6
2.9
2.7
2.6
2.6
2.3
2.4
2.4
1.98
1.83
2.13
2.3
3.5
3.0
2.9
2.4
3.3
3.8
3.0
2.5
2.7
4.18
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
9.12
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
1.71
1.55
0.8
9.7
9.18
0.0
9.8
0.2
9.3
9.8
9.5
9.13
9.9
9.6
9.6
8.7
8.6
9.16
9.5
9.16
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
8.12
7.7
7.6
7.0
8.16
8.3
8.6
1.73
2.14
9.10633
9.0
8.4
9.6
9.6
1.92
1.20633
9.8
9.9
9.8
9.6
7 633 9.7
9.7
1.02
0.9
0.9
9.2
9.8
9.2
0.0
1.03
1.67
0.8
9.4
9.17
0.8
0.14
0.9
1.51
0.9
1.55
2.0
2.5
2.6
3.3
2.6
2.3
1.82
2.8
2.19
1.96634
2.9
2.6
3.3
4.2
3.8
3.5
2.7
2.9
4.2
5.6
5.5
4.0
4.16
4.5
4.9
4.3
3.9
4.0
3.4
3.7
3.0
2.6
2.6
2.8
2.9
3.11
2.3
3.15
2.4
1.53
1.80
1.31
1.64
1.32
1.09
1.05
0.7
0.6
0.2
9.8
1.18
1.58
1.70
1.54
1.19
1.92
1.64
1.41
1.51
1.00
9.4
8.8
0.6
9 634 1.07
1.01
1.01633
8.9
2.2
8.8
0.7
2.0
1.92634
1.82
2.0
0.5
8.9
3.12
2.7
1.96
8.7
0.16
0.6
8.7
0.9
0.3
9.2
9.7
9.0
7.8
7.6
8.3
7.9
8.3
7.11
7.4
6.8
7.4
7.8
7.7
7.19
6.5
5 633 7.0
7.0
7.4
6.8
6.6
7.0
7.3
7.3
8.11
7.8
9.0
8.8
9.6
9.6
9.8
0.9
0.7
1.86
2.0
3.6
3.14
4.4
4.6
5.7
5.5
6.2
6.5
6.3
5.5
4.3
3.3
1.76
2.4
1.41
0.6
9.8
0.7
0.7
1.37
1.62
0.7
1.13
1.98
1.06
3.9
2.8
4.19
5.4
4.7
4.3
4.7
4.4
4.9
7.6
8.0
8.6
5.6
8.5
9.11
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
1.16
1.43
1.50
2.3
1.36
1.41
1.38
1.12 634
1.83
1.38
1.33
1.62
1.15
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
0.18
0.3
0.6
0.7
9.6
0.11
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
7.13
7.8
7.0
7.3
9.3
0.4
0.15
1.19
1.46
1.02
0.8
0.8
1.20
1.61
1.46
1.52
1.63
1.60
1.08
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
9.16
8.8
9.5
9.2
9.4
9.13
0.4
1.68
1.44
1.69
1.18
1.75 635
1.81
1.84
1.90
1.54
0.3
0.3
1.59 635 2.5
2.6
1.95
2.2
1.48
1.49
1.21
1.52
1.24
1.11
1.08
1.06
1.02
1.02
0.9
1.00
1.33
0.3
0.8
0.7
0.8
0.7
0.5
0.3
9.9
0.2
9.8
9.4
9.17
9.0
9.0
8.6
8.9
8.14
8.8
8.9
7.5
7.9
7.16
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
4.13
4.5
4.6
3.3
3.9
4.3
4.7
4.17
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
1.95
2.2
2.2
1.47
1.30
1.36
1.27
8.6
8.6
8.4
1.25
1.39
1.67
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
6.14
6.0
7.16
6.5
5.6
5.4
4.7
4.9
5.19633
5.0
2.4
3.3
1.47
4.10
4.9
5.3
4.9
4.5
4.3
3.4
0.7
2.9
1.71
1.41
0.0
3.19632
9.3
0.5
0.7
5.9
3.9
2.0
1.43
1.66
0.8
0.6
0.5
0.16
0.6
1.87
1.51
1.80
2.8
2.4
1.28
1.95
1.38
1.13
0.8
9.6
0.0
0.12
9.11
8.8
8.2
9.5
8.9
0.2
9.8
0.3
8.8
9.0
0.4
0.2
8.4
8.11
8.3
7.8
7.5
8.6
1.33
7.9
8.0
8.4
8.3
6.4
7.18 634
7.7
7.9
6.6
6.2
5.6
5.0
4.3
7.8
8.19
8.0
7.7
3.2
4.18
2.8
1.90
7.4
7.9
7.8
7.7
7.8
7.9
7.2
7.0
0.8
1.73
0.4
9.0
0.9
5.0
6.9
7.7
1.00
0.8
2.5
2.7
2.5
2.4
8.5
9.2
9.5
0.5
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
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
1.66
8.8
8.9
7.1
6.19
1.34
8.9
2.2
2.6
2.7
2.6
2.16
0.3
0.3
2.11
1.78
2.4
2.4
1.18
1.60
1.65
3.9
4.0
9.17
8.6
8.8
9.0
8 633 9.19
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
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°4 3'27"
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+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
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
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"
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. CU504
OF FIRE LANE "H"
BOLLARDS AT THE BEG.
INSTALL 4 REMOVABLE
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
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
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
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 "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.
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
PAVEMENT OBLITERATION
(OPTION 2)
L O
K /2
/2
A M
R E
M O
V E B
O L L
A R
D W
O R
K
XXXX
XXXX
O P
T
IO
N N
O T
A T
IO
N
(OPTION 3)
SEE DETAIL SHT. CU511
BROKEN PAVEMENT ROAD
OBLITERATE EXIST.
(OPTION 3)
COVER TO FINISH GRADE
& COVER, ADJUST SMH
PROTECT SMH FRAME
(OPTION 3)
SEE DETAIL SHT. CU502
TRANSITION TO FORD
BEGIN GABION SWALE "E"
(OPTION 3)
& DETAIL SHT. CU507
SEE PROFILE SHT. CU413
C FIRE LANE "H"
(OPTION 3)
& PROFILE SHT. CU404
SEE DETAIL SHT. CU501
SWALE "E"
GABION MATTRESS
(OPTION 3)
SEE DETAIL SHT. CU502
TRANSITION TO FORD
END GABION SWALE "E"
RIPRAP LINED FORD
CONCRETE & MORTARED
REMOVABLE BOLLARDS
AT CONCRETE PAD FOR
BEGIN FIRE LANE "I" AT
(OPTION 3)
RIPRAP LINED FORD
CONCRETE & MORTARED
REMOVABLE BOLLARDS
AT CONCRETE PAD FOR
BEGIN FIRE LANE "H" AT
CLEANOUT, AND MANHOLE COVERS TO GRADE.
2. CONTRACTOR SHALL ADJUST EXISTING UTILITY BOX,
SWALE OR FORD.
PROPOSED REALIGNMENT OR RECONFIGURATION OF
APPROVAL FROM CONTRACTING OFFICER ON ANY
ITS PROPOSED ALIGNMENT. CONTRACTOR SHALL OBTAIN
CASE AN EXISTING FIRE HYDRANT OR UTILITY BOX IS IN
MORTARED RIPRAP FORD MAY BE REALIGNED IN THE
1. GABION MATTRESS SWALE AND CONCRETE AND
NOTES:
BENCHMARK
TEMPORARY
ELEV.=6334.61
1,627,196.96 E
335,252.41 N
TR OSR-1B
282.22'
DRAIN SUMP
TIE TR OSR-1B TO
321.29'
DRAIN SUMP
TIE TR OSR-1B TO
SEE NOTE BELOW
SEE DETAIL SHT. CU502
RIPRAP LINED FORD
CONCRETE & MORTARED
SWALE "H" STA. 6+98± TO 7+31±5
SEE NOTE TO LEFT
PROFILE SHT. CU406
SEE DETAIL SHT. CU501 &
GABION MATTRESS SWALE "H"5
(OPTION 3)
SEE NOTE TO LEFT
SEE DETAIL SHT. CU502
CONNECTION TO NEW FORD
RIDING TRANSITION AT
PROVIDE SMOOTH
BEGIN FIRE LANE "H"
/0
/2
L O
K A
M
A D
D N
O T
E S
U R
V E
Y T
IE
S
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
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S O
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IC
IT
A T
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N N
O
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A M
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D W
N B
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C K
D B
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D E
S
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N E
D B
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D A
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F
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U M
B E
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S
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P L
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C A
L E
C O
N T
R A
C T N
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A N
S I
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H O
N O
L U
L U D
IS
T R
IC
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H O
N O
L U
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H A
W A
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P H (8
-5
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W A
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K
O H
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A S
T
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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.
EXPIRATION DATE OF LICENSE
04/30/20
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
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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
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
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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.
EXPIRATION DATE OF LICENSE
04/30/20
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 M
P
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
.3
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
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
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SHEET
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U E D
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A -1
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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
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
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E P
A
IR
N
O R
T H D
R A
IN
A G
E S
E C
O N
D A
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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.
EXPIRATION DATE OF LICENSE
04/30/20
LLALONG C OF NEW DRAIN LINE
APPROX. EXIST. GRADE
SUMPTOP O
F
6.6
3.4
SUMPTOP O
F
6.7
2.7
-1.014%
DRAIN LINE "F"
INV. - 24"
24"
DL-F
24"
DL-F
M
IN
INTO DRAIN SUMP
GRADE TO DRAIN
C O
V E
R
S T
A
D R
A
IN
S
U
FINISH GRADE
2.1
3.7
LALONG C OF CHANNEL
APPROX. EXIST. GRADE
1.0
S T
A .0
S T
A .0
S T
A .0
-2.786%
OF CHANNEL "A"
INV. - BOTTOM
SEE STRUCT. SHTS.
BOX CULVERT 1
1-6'x3' CONCRETE
S8
8.2
A T E
X
IS
T
C U
L V
E R
T
R
IP
R A
P C
H A
N N
E L
S T
A R
T M
O R
T A
R E
D
S T
A
-3.19%
-3.19%
2.0
SUMP
TOP OF
6336.06 S
T
A .0
D R
A
IN
S
U
8.3
SUMP
TOP OF
6332.42
-7.29%
24"
DL-E
S T
A
D R
A
IN
S
U
24"
DL-E
LLALONG C OF NEW DRAIN LINE
APPROX. EXIST. GRADE
FINISH GRADE
DRAIN LINE "E"
INV. - 24"
COVER
2' MIN.
CU408
GRAPHIC SCALES:
SCALE: 1"=4'
SCALE: 1"=20'
40'10'0 20'
4' 8'0 2'
0+00 1+00
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 2+00 3+00 4+00 5+00
M A
T C
H L
IN
E
S E
E S
H T
C U
F O
R C
O N
T
C H
A N
N E
L
6335 6340
S T
A
1.8
PROFILE - CHANNEL "A"
P R
O F
IL
E D
R A
IN
L
IN
E
E F
C H
A N
N E
L
A
6340 6340 p t0
C
U .d g n
PROFILE - DRAIN LINE "E" PROFILE - DRAIN LINE "F"
L O
K /2
/2
A M
C H
A N
N E
L
A
R E
V
IS
IO
N S
L O
K /0
/2
A M
R E
V
IS
E D
R A
IN
L
IN
E F
CU501
D E
T A
IL
S
TOP OF BANK
BOTTOM OF CHANNEL
2*
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
EXIST. CULVERT
1'-0"
M
IN
20'-0"
BOTTOM
CHANNEL
C U
L V
E R
T
O P
E N
IN
TRANSITION
BOX CULVERT
(6' WIDE BOTTOM, 2:1 SIDE SLOPE)
MORTARED RIPRAP CHANNEL DETAIL
NOT TO SCALE
RIP-RAP GRADATION
CLASS
STONE SIZES, INCHES
MINIMUM MAXIMUM
CLASS 1
CLASS 2
4 8
COCONUT FIBER EROSION CONTROL MAT
LINE GRADED SLOPE W/
INTO EXIST. GRADE,
2:1 SLOPE OR FLATTER TO TIE
SECTION AT MORTARED RIPRAP CHANNEL
CONNECTION TO NEW BOX CULVERTS
CONNECTION TO NEW BOX CULVERTS
MORTARED RIPRAP CHANNEL
PIPE CONNECTIONS INTO CHANNEL
CULVERTS
L
EXIST. GROUND
M
IN
NOT TO SCALE
GABION MATTRESS SWALE DETAIL
COCONUT FIBER EROSION CONTROL MAT
LINE GRADED SLOPE W/
INTO EXIST. GRADE,
6:1 SLOPE OR FLATTER TO TIE
C SWALE
NOT TO SCALE
1:
2' 3' MIN.
12"
SWALE INVERT
NOT TO SCALE
1:
2' 3' MIN.
12"
SWALE INVERT
MORTARED RIPRAP TRANSITION
AT SWALE INTO DRAIN SUMP
TO TOP OF BANK
MORTARED RIPRAP
18" THICK, CLASS 2
LINE CHANNEL WITH
RIPRAP CHANNEL
MORTARED
18" THICK, CLASS 2
SEE DETAIL BELOW LEFT
GABION MATTRESS SWALE
SWALE TIE INTO CIRCULAR CULVERT
& HEADWALL
CIRCULAR CULVERT
CULVERT INVERT
GRADE TO MATCH
SEE DETAIL SHT. CU503
NEW DRAIN SUMP
SEE DETAIL LEFT
GABION MATTRESS SWALE
ON 6" THICK BEDDING
MORTARED RIPRAP
18" THICK, CLASS 2
ON 6" THICK BEDDING (TYP.)
MORTARED RIPRAP
18" THICK, CLASS 1
ON 6" THICK BEDDING (TYP.)
MORTARED RIPRAP
18" THICK, CLASS 1
FOR BEDDING
SUBGRADE UNDER ALL STRUCTURES
*SCARIFY AND COMPACT TOP 6" OF
FOR BEDDING
SUBGRADE UNDER ALL STRUCTURES
*SCARIFY AND COMPACT TOP 6" OFGEOCOMPOSITE DRAIN STRIP (TYP.)
TO BE CONNECTED TO
6" ABOVE CHANNEL BOTTOM
8' LENGTH OF CHANNEL AND
4" PVC WEEPHOLE EVERY
p t0
C
U .d g n
UNDER GABION MATTRESS
NON-WOVEN GEOTEXTILE
(SEE NOTE BELOW)
3'-0"
(SEE NOTE BELOW)
3'-0"
SWALE "B" STA. 3+66 TO 7+19 - 4'-0", 4'-0"
SWALE "B" STA. 1+66 TO 3+33 - 3'-6", 3'-6"
NOTE:
FOR BEDDING
UNDER ALL STRUCTURES
TOP 6" OF SUBGRADE
SCARIFY AND COMPACT
BOX CULVERT HEADWALLS
AND SIDE SLOPES INTO AND OUT OF
*TRANSITION CHANNEL BOTTOM WIDTH
6'-0"*
2*
NOT TO SCALE
V A
R
IE
S
MORTARED RIPRAP CHANNEL DETAIL
COCONUT FIBER EROSION CONTROL MAT
LINE GRADED SLOPE W/
INTO EXIST. GRADE,
6:1 SLOPE OR FLATTER TO TIE
ON 6" THICK BEDDING
MORTARED RIPRAP
18" THICK, CLASS 2
GEOCOMPOSITE DRAIN STRIP (TYP.)
TO BE CONNECTED TO
6" ABOVE CHANNEL BOTTOM
8' LENGTH OF CHANNEL AND
4" PVC WEEPHOLE EVERY
FOR BEDDING
UNDER ALL STRUCTURES
TOP 6" OF SUBGRADE
SCARIFY AND COMPACT
(15' TO 20' WIDE BOTTOM)
(VERTICAL TO 25:1 SIDE SLOPE)
15'-0" TO 20'-0"
AND TRANSITIONS TO 25:1 AT LOW WATER CROSSING.
CHANNEL SIDE SLOPE IS VERTICAL AT BOX CULVERT HEADWALL
AND TRANSITIONS TO 20'-0" AT LOW WATER CROSSING.
*CHANNEL WIDTH IS 15'-0" AT BOX CULVERT OUTLET
L
O K
/2
/2
A M
R E
V C
H A
N N
E L D
E T
A
IL
0 TO 25* 0 TO 25*
SWALE PROTECTION
CLASS 1 RIPRAP FOR
W/ 12" THICK, PLACED
GABION MATTRESS
L
O K
/0
/2
A M
R E
V
IS
E S
W A
L E D
E T
A
IL
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
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E
M O
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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
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IA
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IN
C
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SHEET
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B M
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U E D
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A -1
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-0
O K
A H
A R
A A
N D A
S S
C I
N C
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
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E P
A
IR
N
O R
T H D
R A
IN
A G
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E C
O N
D A
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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.
CU503
D E
T A
IL
S
12'-0"
20'-0" 20'-0"
NOT TO SCALE
MORTARED RIPRAP BASIN
7"
3 1/4"
2-#5 DOWELS, CONT.
S A
W C
U T
TRANSITION
PROVIDE SMOOTH RIDING
APPLY TACK COAT AND
IS GREATER
EXIST., WHICHEVER
2" THK. OR MATCH
A.C. PAVEMENT,
PAVEMENT
TOP OF EXIST.
SECTION
EXIST.
1'
R=1/4"
NOT TO SCALE
SUBGRADE
COMPACTED SOIL
LOCATIONS
SEE PLAN FOR PLACEMENT
SET 1/4" BELOW TOP OF PAVERS
HEADER (2500 PSI MIN.)
CONTINUOUS CONC.
MORTARED RIPRAP
18" THICK, CLASS 2
12'-0"6'-0"12'-0"
SLOPE VARIES
FLAT SLOPE
VARI
ES
A
CU503
B
CU503
SECTION A
GROUND
EXISTING
SECTION B
GROUND
EXISTING
40'-0"12'-0"
BASIN
INVERT
RIPRAP BASIN
MORTARED
18" THICK, CLASS 2
SUBGRADE UNDER ALL STRUCTURES
*SCARIFY AND COMPACT TOP 6" OF
PAVEMENT
EXIST. A/C
PATTERN
HERRINGBONE
45 DEGREE
1/3 PAVER UNIT
NOT LESS THAN
SAWCUT PAVER
HEADER
CONTINUOUS CONC.
PLAN
STRING COURSE
STRING COURSE
p t0
C
U .d g n
NOT TO SCALE
POINT WHERE THE SIGN IS LOCATED.
DIRECTION OF APPROACHING TRAFFIC RATHER THAN BY THE ROADWAY EDGE AT THE
ON CURVED ALIGNMENT, THE ANGLE OF PLACEMENT SHOULD BE DETERMINED BY THE
TO THE DIRECTION OF, AND FACING, THE TRAFFIC THAT THEY ARE INTENDED TO SERVE.
UNLESS OTHERWISE NOTED, SIGN SHALL BE VERTICALLY MOUNTED AT RIGHT ANGLES
12'-0" MIN.
E D
G E O
F P
A V
E M
E N
T
OF SIGNS (TYPICAL INSTALLATION)
SPEED
LIMIT
BASE (4' LONG)
TUBE ANCHOR
2-1/4" SQUARE
STABILIZE THE ANCHOR POST.
CONCRETE MUST BE USED TO
NOT SHAKY, OTHERWISE
**SIGN POST MUST BE FIRM AND
BASE WITH 5/16" BOLTS
SECURED TO ANCHOR
2" SQUARE SIGN POST
HEIGHT AND LATERAL LOCATION
NOT TO SCALE
MORTARED RIPRAP BASIN TIE
CONCRETE PAVERS DETAIL
SEE PLAN RIGHT
WITH SAND SWEPT JOINTS
UNIT PAVERS, 8"x4"x2-3/8"
TAN-COLORED CONCRETE
GEOTEXTILE
AT EDGES (TYP.)
TURN UP GEOTEXTILE
UNIT PAVERS, 8"x4"x2-3/8"
TAN COLORED CONCRETE
HEADWALL
HEADWALL
GRADE
FINISHED
FRONT VIEW
SECTION
1'-4"
PIPE INVERT
1" SAND SETTING BED
6" MIN. THICKNESS
COMPACTED AGGREGATE BASE
BASIN BOTTOM
RIPRAP CHANNEL
MORTARED
18" THICK, CLASS 2
24" DRAIN LINE "C"
36" DRAIN LINE "D"
2 MAX.
MIN.
CULVERT
3' DIAM. CIRCULAR
BOX CULVERT 1
INTO 36" 24" CIRCULAR CULVERT
0.50%
5.00%
PIPE INVERT
2 3
CULVERT
3' DIAM. CIRCULAR
BOX CULVERT 1
L
O K
/0
/2
A M
R E
V
IS
E B
A S
IN
D
E T
A
IL
S
CHANNEL BOTTOM
BASIN
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
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E
M O
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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
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S E
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L A
S T S
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E D B
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S O
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O
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IL
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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
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IA
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IN
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C I
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O -K
E N
D R
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L S
A P
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N B
M E
Y E
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J U
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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
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O R
T H D
R A
IN
A G
E S
E C
O N
D A
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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.
CU507
p t0
C
U
X X
X .d g n
NOT TO SCALE
SLOPE
8"
D E
T A
IL
S
R=1/4"
SUBGRADE
COMPACTED
ROAD BASE (OR SIMILAR)
COMPACTED SANDY GRAVEL
6" SUBBASE
NOT TO SCALE
SLOPE
4'-0" TRENCH DRAIN
8"
20'-0"
FIRE LANE / TRENCH DRAIN SECTION
R=1/4"
SUBGRADE
COMPACTED
ROAD BASE (OR SIMILAR)
COMPACTED SANDY GRAVEL
6" SUBBASE
FIRE LANE SECTION
LOCATIONS
SEE PLAN FOR PLACEMENT
HEADER (2500 PSI MIN.)
CONTINUOUS CONC.
LOCATIONS
SEE PLAN FOR PLACEMENT
HEADER (2500 PSI MIN.)
CONTINUOUS CONC.
LOCATIONS
SEE PLAN FOR PLACEMENT
HEADER (2500 PSI MIN.)
CONTINUOUS CONC.
SLOPE
BEYOND
BLDG
BEYOND
BLDG
GRAVEL SWALE
PERFORATED PIPE
NOT TO SCALE
TRENCH DRAIN
FIRE LANE / TRENCH DRAIN / SWALE (BETWEEN BUILDINGS) SECTION
16"
0.295"
NOT TO SCALE
PERMEABLE PAVERS NOT TO SCALE
S A
W C
U T
S E
C T
IO
N
N E
W P
A V
E M
E N
T
1'
TRANSITION
PROVIDE SMOOTH RIDING
APPLY TACK COAT AND
IS GREATER
EXIST., WHICHEVER
2" THK. OR MATCH
A.C. PAVEMENT,
PAVEMENT
TOP OF EXIST.
BASE COURSE
6" THK., 1 1/2" MINUS
SECTION
EXIST.
A.C. PAVEMENT
RESTORATION DETAIL
PLACEMENT LOCATIONS
SEE DRAINAGE PLAN FOR
SEE STRUCT. SHTS. FOR DETAIL
SEE DETAIL SHT. CU501
OUTLET PROTECTION
MORTARED RIPRAP
20'-0"
16'-0" PERMEABLE PAVER
PERMEABLE PAVER
FIRE LANE
FIRE TRUCK LOAD.
SHALL WITHSTAND 50,000 LB.
PERMEABLE PAVER SYSTEM
NOTE:
PAVEMENT
EXISTING A.C.
FINISHED GRADE/
PAVEMENT
EXISTING A.C.
FINISHED GRADE/
Ø 3.2" TYP.
THICKNESS
0.150" TYP.WALL
3/4" DIA. OR 5/8" DIA.
WASHED AGGREGATE
SYSTEM FILLED WITH CLEAN,
1.8" PERMEABLE PAVING
3/4" DIA. OR 5/8" DIA.
WASHED AGGREGATE
SYSTEM FILLED WITH CLEAN,
1.8" PERMEABLE PAVING
FABRIC
WOVEN GEOTEXTILE
FABRIC
WOVEN GEOTEXTILE
REQUIREMENTS.
PERMEABLE PAVING SYSTEM
UTILITIES, FOR FURTHER
33 40 00 - STORM DRAINAGE
3. SEE SPECIFICATION SECTION
GREATER.
FOR H-20 / HS-20 LOADING AND
SHALL BE SUFFICIENTLY RATED
2. PERMEABLE PAVING SYSTEM
FOOT.
120,000 POUNDS PER SQUARE
CAPACITIES OF A MINIMUM OF
SHALL SUPPORT VEHICLE LOAD
1. PERMEABLE PAVING SYSTEM
NOTES:
L
O K
NOT TO SCALE
PEDESTRIAN RAILING DETAIL
(4) #4
CONCRETE HEADER/
1/2" MAX.
GRADE
FINISH
NOT TO SCALE
CONCRETE HEADER DETAIL
(2500 PSI. MIN.)
CONC. HEADER
BELOW
RAILING DETAIL
HEADER/PEDESTRIAN
SEE CONCRETE
PEDESTRIAN RAILING
SECTION
FIRE LANE
R=1/4"
R=1/4" 8"
AWAY FROM POST
CROWN TO DRAIN
(2500 PSI. MIN.)
& FOOTING
CONC. HEADER
4-#4 DOWELS, CONT.
DIAM.
8"
CENTERED IN 8" FOOTING
PEDESTRIAN RAILING POST
POST AND CONCRETE
INSTALL SEALANT BETWEEN
4-#4 DOWELS, CONT.
4-#4 DOWELS, CONT.
TOP OF THE CONCRETE HEADER
ABOVE AND 2" 4" MAX. BELOW THE
TOP OF WALL SHALL BE 4" MAX.
A M
R E
V
IS
E H
E A
D E
R D
E T
A
IL
/2
/2
(2500 PSI. MIN.)
CONC. HEADER
SECTION
FIRE LANE
R=1/4"
R=1/4" 8"
4-#4 DOWELS, CONT.
NOT TO SCALE
CONCRETE HEADER DETAIL
AT MSE WALL
SHT. CU508
SEE DETAIL
MSE WALL
SHT. CU508
SEE DETAIL
MSE WALL
L
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Honolulu District of Engineers
US Army Corps
SHEET OF
D
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S
IN
C
U .S
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IN
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C I
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A T
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A
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N
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T H D
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IN
A G
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E C
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D A
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No.11108-C
W
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Licensed
Engineer
Professional
N N
IE
OKANO-KE
L E
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K
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THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION.
PE
SL
SL
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x x x xx x x x x x x x
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Honolulu District of Engineers
US Army Corps
SHEET OF
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M O
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IA
T E
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IN
C
U .S
A R
M Y C
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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
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F Y
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A
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N
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T H D
R A
IN
A G
E S
E C
O N
D A
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0 10' 50'40'20'
SCALE : 1"=20'
5'
M K
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M A
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SECONDARY DISTRIBUTION REMOVAL PLAN, 1 OF 12
SCALE: 1" = 20'-0"
SHEET OF 62
S H
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T O
F
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N D
A R
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T R
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N R
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A L P
L A
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SHT E-102 TO E-103
MATCH LINE
TRANSFORMER
25 KVA OH
P-19
POLE
4 5
SHEET KEYED NOTES NOTES
E-102
TRANSFORMER
25 KVA OH
E-2-230
POLE
P-2-234
POLE
TO POLE E-2-231
A3
E-202
A4
E-202
C1
E-203 C2
E-203
A2
E-801 P-18
POLE A2
E-203
A1
E-203
SERVICE EQUIPMENT ELEVATIONS.
SEE DRAWINGS E-201 THROUGH E-211 FOR EXISTING SECONDARY4.
IN PLACE AND REMOVE WIRE IN CONDUIT.
ABANDON WEATHER HEAD AND CONDUIT TO DISCONNECT SWITCH 3.
REMOVE POLE MOUNTED TRANSFORMERS AND MOUNTING HARDWARE.2.
ELECTRICAL LINES FROM POLE MOUNTED TRANSFORMERS.
REMOVE SECONDARY ELECTRICAL LINES AND SPLICES TO PRIMARY 1.
C3
E-203
A3
E-203
A2
E-801
C1
E-204
C2
E-801
C
E -8
C2
E-204
FACILITIES IN BUILDING T-92.
DEDICATED FEEDER FOR LAUNDRY 2
DEDICATED FEEDER FOR T-220.1
P-229
POLE5
STATION POHA
USGS MONITORING
/7 /1
A
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EP#234
EP#231
B L
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GRAVEL ACCESS ROAD
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Honolulu District of Engineers
US Army Corps
SHEET OF
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IN
C
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B M
IT
T E
D B
Y
IS
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U E D
A T
E
W
A -1
-D -0
-0
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A H
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SCALE : 1"=20'
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E-114
MATCH LINE
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SHEET KEYED NOTES:
SECONDARY DISTRIBUTION & COMMUNICATION PLAN, 1 OF 12
SHEET E-114 TO E-115
X X
X
M K
NEW POLE.
POLE. GROUND THE NEUTRAL CONDUCTOR AT EACH
D. A GROUND ROD SHALL BE PROVIDED AT EACH NEW
FEET.
12.47 KV ELECTRICAL LINE INCLUDING SAG SHALL BE 35
C. THE MINIMUM CLEARANCE ABOVE GROUND FOR THE
SAGS TO DETERMINE THE LENGTH OF POLES.
ALLOWANCES FOR DIFFERENCES IN ELEVATION AND FOR
B. THE CONTRACTOR SHALL PROVIDE THE REQUIRED
NOTES:
p t0
E -1
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S H
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T E -1
T
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M A
T C
H L
IN
E
6'X12'
MANHOLE 12
TELECOM
C O
M M
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IC
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N P
L A
N S
H E
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F
S E
C O
N D
A R
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IS
T R
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BE 270 FEET.
ALLOWABLE DISTANCE BETWEEN POLES SHALL
SUBJECT TO FIELD CONDITIONS. MAXIMUM
POLE PLACEMENTS. ALL POLE LOCATIONS ARE
A. PLANS DEPICT APPROXIMATE LOCATION FOR
NEW POLE CONSTRUCTION1.
A2
E-512E-528
A1
4'X6'-6"
MANHOLE 2D
TELECOM 3 3
(NOTE 1)
& RISER
POLE
NEW
XFMR(X5)
225 KVA
SB5
PROVIDE 3' X 5' ELECTRIC HANDHOLE.4
PROVIDE 5' X 7' ELECTRIC HANDHOLE.3
NOT IN CONTRACT.2
TRANSFORMERS AND SWITCHBOARDS.
PROVIDE BOLLARDS AT LEAST 3'-6" FROM 1
POLE E-2-230
AND USGS STATION
CONNECTION FOR LIGHTS
WORK.
SEE DRAWING E-002 FOR SUGGESTED SEQUENCE OF 3.
EQUIPMENT IN BUILDINGS.
OF TELECOM DUCTS ENTERING BUILDINGS AND COMM
SEE DRAWINGS E-126 THROUGH E-152 FOR DISPOSITION 2.
MEASURED ON THE LOW SIDE OF THE POLE.
E. DEPTH OF HOLE FOR SLOPING GROUND SHALL BE
A3
E-303
C
E -3
C4
E-3
A2
E-212
XFMR (X4)
225 KVA
SB4
NOTE 5
NOTE 5
NOTE 6
CONDUITS FROM EXISTING STUB OUT TO SB4.
TO IDENTIFY CONDUIT STUB OUT. PROVIDE NEW (7) 2"
LOCATE CONCRETE MARKER WITH GPS COORDINATES 6.
DISCONNECT SWITCH.
CONDUIT FROM EXISTING STUB OUT TO BUILDING
TO IDENTIFY CONDUIT STUB OUT. PROVIDE NEW 2"
LOCATE CONCRETE MARKER WITH GPS COORDINATES 5.
AND SWITCH BOARD ELEVATIONS.
SEE DRAWING E-212 THROUGH E-216 FOR TRANSFORMER 4.
NOTE 5 NOTE 5
NOTE 5 NOTE 5
NORTH
PLAN
N
NOTE 55
A
M D
A D
D E
D P
O L E
B L
D G
A N
D D
U C
T /7 /1
STATION POHA
USGS MONITORING POLE P-229
BLDG#104
x x x x x x x
G A T E x x x x x
BLDG#T-107
BLDG#T-106
T P
BLDG#T-108
BLDG#T-109
G A T E x x x x x xx x
F O R
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EP#30
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S
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EHH-14
EHH-3-SB11
EHH-2-SB11
EHH-1-SB11
EHH-
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EHH-1-
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N D
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P P
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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
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S
IN
C
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A R
M Y C
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P S O
F E
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IN
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IDENTIFICATION
SHEET
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B M
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D B
Y
IS
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U E D
A T
E
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A -1
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A
IR
N
O R
T H D
R A
IN
A G
E S
E C
O N
D A
R Y
H L P
M A
T C
H L
IN
E
0 10' 50'40'20'
SCALE : 1"=20'
5'
SCALE: 1" = 20'-0"
MATCH LINE
SHT E-117 TO E-118
SECONDARY DISTRIBUTION & COMMUNICATION PLAN, 4 OF 12
C O
M M
U N
IC
A T
IO
N P
L A
N S
H E
E T O
F
S E
C O
N D
A R
Y D
IS
T R
IB
U T
IO
E-508
A2 C1
E-302
SB11
SB8
M K
X X
X p t0
E -1
.d g n
FOR T-190
DISCONNECT
EXISTING
6'X12'
MANHOLE 3C
TELECOM
SHEET KEYED NOTES: NOTES:
NOTE 4
MAIN PIPE
NATURAL GAS
NOTE 4
NOTE 4
6'X12'
MANHOLE 3D
TELECOM
E-117
M A
U N
A K
E A L
O O
P
SHT E-117 TO E-116
MATCH LINE
C
E -3
E-523
A3 A2
E-504
6'X12'
MANHOLE 3B
TELECOM
S H
T E -1
T
O E -1
ADJUSTMENTS AS REQUIRED.
HAND DIG IN ADVANCE OF TRENCHING TO ALLOW FOR FIELD
EXACT LOCATION OF NATURAL GAS PIPING ROUTE IS UNKNOWN. 3
SWITCHBOARDS.
PROVIDE BOLLARDS AT LEAST 3'-6" FROM TRANSFORMERS AND 2
POLE REMOVAL BY OTHERS.1
E-1-211
POLE
E-523
A1
6'X12'
TELECOM 3A
EXISTING
E-1-212
POLE
PROVIDE 3'X5' ELECTRIC HANDHOLE.5
PROVIDE 5'X7' ELECTRIC HANDHOLE.4
E-1-213
POLE
NEW RISER
XFMR(X13)
225 KVA
C2E-213
CONFIRM ALL EXISTING LOADS AT SERVICE WHEN RECONNECTED.3.
DUCTS ENTERING BUILDINGS AND COMM EQUIPMENT IN BUILDINGS.
SEE DRAWINGS E-126 THROUGH E-152 FOR DISPOSITION OF TELECOM 2.
SEE DRAWING E-002 FOR SUGGESTED SEQUENCE OF WORK.1.
SWITCHBOARD ELEVATIONS.
SEE DRAWINGS E-212 THROUGH E-216 FOR TRANSFORMER AND 5.
STUB-OUT COMMUNICATIONS CONDUIT 5' FROM EDGE OF BUILDING.4.
NOTE 4
NOTE 4
NOTE 2
NOTE 2
NOTE 2
NOTE 2
C
E -3
A
E -2
B3E-304
A4
E-523
A1
E-524
A1
E-302
B1E-304
E-508
A2 C 4E-303
C 4 E-
C4 E-
NORTH
PLAN
N
XFMR(X17)
225 KVA
/7 /1
A
M D
A D
D E
D C
A L L
O U
T
P-30
POLE
T-128
12.47KV-120/240V
25 KVA
3FCO
3LA
T-129 T-124T-125T-126T-127
WH
MCB
MCB
MCCB MCCB MCCB MCCB MCCB MCCB
T122A
T-122/
TRANSFORMER (X4)
PAD MOUNTED
225 KVA
N G
P-13 P-14
3FCO
3LA
S.L.S.L.
S.L.
P-229
POLE
SWITCHBOARD (SB4)
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
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
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
R Y
E-602
O N
E L
IN
E D
IA
G R
A M S
H E
E T O
F
S E
C O
N D
A R
Y D
IS
T R
IB
U T
IO
N S
Y S
T E
M
SECONDARY DISTRIBUTION SYSTEM, ONE LINE DIAGRAM - SHEET 1 OF 14
SCALE: NTS
3P
100A
3P
800 AT
800 AF
3P
100A
3P
100A
3P
100A
3P
100A
#1/0 GND
1P
20A
3P
100A
3P
100A
1P
20A
15A
15A
(2) 4" C, 4-1/C, 500 KCMIL
35A
(3)
SHEET
THIS
METER
TO
NOTES:
(TYP. 3)
3P
100A
1P
20A
(TYP. 2)
SPARES
2P
200A
NOTE 2
POHA
STATION
MONITORING
SEISMIC
TO USGS
E-2-234
TO POLE
E-2-230
TO POLE
E-2-231
POLE
E-2-229(R)
TO POLE
15A15A 5' x 7'
EHH-1-SB4
P-230
POLE
S.L.
(NOTE 1)
#1/0 GND
MV-105, 133%, 15KV
5" PVC, 3/C-#2
EHH-4, 5'x7'
2-1/C #12,2" C, 1-1/C #12G, 5' x 7'
EHH-2-SB4
5' x 7'
EHH-3-SB4
4-1/C #2/0,2" C, 1-1/C #2G, M K
C Y
K X
X X
X X
X p t0
E -6
.d g n
4-1/C #2, 1-1/C #6G, 2" C, 4-1/C #1/0,2" C, 1-1/C #4G, 4-1/C #1,2" C, 1-1/C #4G, 4-1/C #3/0,2" C, 1-1/C #2G, (NOTE 5) (NOTE 5) (NOTE 5) (NOTE 5) (NOTE 5) (NOTE 5)
(NOTE 4)
1-1/C #2 G
2" C, 3-1/C, #3/0
6.
FUTURE USE.
THE DISCONNECT AND PIGTAIL AT BOTH ENDS FOR
BREAKER AT SWITCHBOARD. PULL THE UNUSED CABLE TO
CONNECT CONDUCTOR TO TWO POLES OF THREE POLE 5.
DISCONNECT CAN BE USED FOR TERMINATION.
CONTRACTOR SHALL CHECK TO SEE IF EXISTING 4.
PROPERLY AT 208V.
AND ALERT ENGINEER IF EQUIPMENT WILL NOT OPERATE
WITH THE NEW 208V PROVIDED UTILIZATION VOLTAGE,
STREAM 240 VOLT EQUIPMENT VOLTAGE REQUIREMENT
CONTRACTOR SHALL FIELD VERIFY EXISTING DOWN 3.
STUB UP INSIDE TRANSFORMER.
HARDWARE. PROVIDE SPARE 5" CONDUIT AND
ALL NECESSARY CONDUIT, SUPPORTS AND
PROVIDE DOWN RISER AT EXISTING POLE WITH2.
SEE DRAWING E-639 FOR METERING DIAGRAM.1.
/2
/1
A
M
R E
V
IS
E D H
A N
D H
O L E
S
2-1/C #12, 1-1/C #12G, A
M
R E
V
IS
E D W
IR
IN
G /7 /1
T-120 T-119
3LA
T-225 T-221
T-115T-116
12.47KV-120/240V
1-25 KVA
T-224T-223T-222
T-118 T-117
T-220
MCCBMCCB MCCB
MCCB MCCBMCCB
MCCBMCCBMCCBMCCB
MCCBMCCBMCCBMCCBMCCBMCCB
WH
WH
MCB
TRANSFORMER (X5)
PAD MOUNTED
225 KVA
MCB
3P
800AF
800AT
3P
800AF
800AT
(TAVERN)
T-92
(LAUNDRY)
T-92
T-113
T-113A/
T-112
T-112A/
3FCO
3LA 3FCO
G
GN
N
#1/0 GND
5'x7'
EHH-6,
MV-105, 133%, 15KV
5" PVC, 3/C-#2
800A, AIC 22KA MIN.
SWITCHBOARD (SB 6)
EHH-5, 5'x7'
800A, AIC 22KA MIN.
SWITCHBOARD (SB 5)
3'x5'
SB6,
EHH-2-
5'x7'
SB6,
EHH-1-
12.47KV-208Y/120V,
TRANSFORMER (X6)
PAD MOUNTED
225 KVA
GND
#1/0
E-2-234
POLE
E-2-234
POLE
5'x7'
SB6,
EHH-3-
5'x7'
SB6,
EHH-4-
3'x5'
SB6,
EHH-5-
(NOTE 6) (NOTE 6) (NOTE 6)
(NOTE 6)(NOTE 6)(NOTE 6)(NOTE 6)(NOTE 6)(NOTE 6)
(NOTE 5)
(NOTE 5)
1A
1A
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
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
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
R Y
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
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
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
R Y
E-603
O N
E L
IN
E D
IA
G R
A M S
H E
E T O
F
S E
C O
N D
A R
Y D
IS
T R
IB
U T
IO
N S
Y S
T E
M
SECONDARY DISTRIBUTION SYSTEM, ONE LINE DIAGRAM - SHEET 2 OF 14
SCALE: NTS
3P
100A
3P
200A
3P
100A
3P
100A
3P
100A
3P
100A
3P
100A
1P
20A
3P
100A
3P
100A
#1/0 GND
#1/0 GND
1P
20A
1P
20A
1P
20A
1-1/C#12G
2-1/C #12, 2" C, NOTES:
15A
(2) 4" C, 4-1/C, 500 KCMIL
(2) 4" C, 4-1/C, 500 KCMIL
NOTE 2
35A
(3)
35A
(3)
NOTE 3
SHEET
THIS
METER
TO
S…
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