W9128A-18-B-0005_Am-0005_Drawings_(Part_1_of_2).pdf
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ABBREVIATIONS
C
SYMBOLS
CIVIL ABBREVIATIONS AND SYMBOLS
GI002
FLOW
D
S p t0
G I0
.d g n
SILT FENCE
DRAIN MANHOLE
DRAIN SUMP/DRYWELL
FLOW ARROWS
DIAMETER
CENTERLINE
Ø
L
D
WVB
WMH
WMB
WL
VERT.
TYP.
TP
THK.
TG
TELECOM
STRUCT.
STA.
SHT./SHTS.
ROE
PTA
P.S.I.
PMB
O.C.
NO.
N.A.D.
MUTCD
MSE
MIN.
MAX.
LP
KV
INV.
HORIZ.
HB
GP
GS
GALV.
FL
FG
EXIST.
EP
ELEV.
ELEC.
EG
DPW
DPO
DL
DIA
DET.
D
CULV.
CW
CS
CRM
COR
CONT.
CONC.
COL
COE
CO
CLR.
CB
BOT.
BLDR
BLDG
BFP
BEG.
BAAF
ASTM
APPROX.
A.C.
WATER VALVE BOX
WATER MANHOLE
WATER METER BOX
WATERLINE
VERTICAL
TYPICAL
TELEPHONE POLE
THICK
TOP OF GRATE
TELECOMMUNICATIONS
STRUCTURAL
STATION
SHEET(S)
RIGHT OF ENTRY
POHAKULOA TRAINING AREA
POUND PER SQUARE INCH
POHAKULOA MILITARY BASE
ON CENTER
NUMBER
NORTH AMERICAN DATUM
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
MECHANICALLY STABILIZED EARTH
MINIMUM
MAXIMUM
LIGHT POLE
KILOVOLT
INVERT
HORIZONTAL
HOSE BIB
GAS PIPE
GATE STOP
GALVANIZED
FIRE LANE
FINISHED GROUND
EXISTING
ELECTRIC POLE
ELEVATION
ELECTRIC
EXISTING GROUND
DEPARTMENT OF PUBLIC WORKS
DRAIN PIPE OUTLET
DRAIN LINE
DIAMETER
DETAIL
DEPTH
CULVERT
CONCRETE WALKWAY
CONCRETE SUPPORT
CONCRETE RUBBLE MASONRY
CONTRACTING OFFICER REPRESENTATIVE
CONTINUOUS/CONTINUED/CONTINUATION
CONCRETE
COLUMN
UNITED STATES ARMY CORPS OF ENGINEERS
CLEANOUT
CLEARANCE
CONCRETE BLOCKS
BOTTOM
BOULDER
BUILDING
BACK FLOW PREVENTER
BEGINNING
BRADSHAW ARMY AIRFIELD
AMERICAN SOCIETY FOR TESTING AND MATERIALS
APPROXIMATE
ASPHALT CONCRETE
A N
D S
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THIS WORK WAS PREPARED BY ME
04/30/20
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
IC
K
N
D
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
04/30/20
EXPIRATION DATE OF LICENSE
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
ST
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D x x x x x x x x x x x x x x x x x x x x x xx 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 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 xxxx x xx x x x x x x x x xxxxxxx 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 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 xx 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 xx 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 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 xxxx 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 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 xxx x x x x x x x x x xxxx 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 xxxx x x x x x x x xx 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 xxxx x x x xxxx x x x x xxxx 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 xxxxxxxx xx x x x x x x xxx 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 xx 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 x x x x x x x x x x x x x x x x x x x xxxx xxx xxx x xxxx xxxx xxx xxx xx x x x x x x x x x x x x x x x xx x xx 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 xx 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 xxxx xxxx 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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D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
E 16
19.7 2 N 33
7.96
D
G-101
SITE PLAN
NOT TO SCALE
S
IT
E P
L A
N
TO
H
ILO
WAIMEA
TO KONA/
PTA CANTONMENT AREA
MAIN ENTRANCE
DANIEL K. INOUYE HIGHWAY
M A
U N
A K
E A L
O O
P
FIELD
PARADE
OLD S
ADDLE R
OAD
A
B
C
T-25
T-231T-251 T-241
T-280
238T-232T-252 T-242
T-271T-282
T-237T-243
T-272
T-253
T-283
T -2
T-234T-254 T-244
T-274T-284
T -2
T -7
T -2
T-255 T-245 T-235
T-275T-285
T-236T-246T-256
T-276T-286
T -1
T -1
T -1
T -1
T -2
T -1
DRIVEWAY
PARKING/
PAVED
MAUNA K
EA L
OOP
PELE STREET
P O
H A
K U
L O
A S
T R
E E T
P O
H A
K U
L O
A S
T R
E E T
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
E I"
F
IR
E L
A N
E
G
F
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A N
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A N
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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
U N
A K
E A
L
O O
P
DRAINAGE PLAN SHEET CU109* (OPTION 1)
GRADING PLAN SHEET CG109* (OPTION 1)
L O
K /2
/2
A M
O P
T
IO
N N
O T
A T
IO
N
(OPTION 2)
L O
K /0
/2
A
M
C O
S A R
E V
IS
IO
N S A
N D N
O T
E
ALLOWED DURING THE MONTH OF SEPTEMBER.
CHARGES FOR ELECTRICITY. NO HIGH VOLTAGE OUTAGES WILL BE
PAD-MOUNTED TRANSFORMER AND METER IN THE CASE DPW
TO PTA ELECTRICAL SYSTEM BUT MUST PROVIDE HIS/HER OWN
THE CONTRACTOR WILL BE ALLOWED TO CONNECT HIS/HER TRAILER
CONTRACTOR STAGING AREA NOTE:
PE
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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
W
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W
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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
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
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D E
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T E B
O L L
A R
D W
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T
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6378.42
GRADING LIMITS (TYP.)
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Honolulu District of Engineers
US Army Corps
SHEET OF
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SHEET
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T H D
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IN
A G
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D A
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No.11108-C
W
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Licensed
Engineer
Professional
N N
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THIS WORK WAS PREPARED BY ME
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N D
U
N D E R
.0
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
GRADING LIMITS (TYP.)
L O
K /0
/2
A
M
A D
D G
R A
D
IN
G L
IM
IT
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
E D B
Y
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
P L
O T S
C A
L E
C O
N T
R A
C T N
O
A N
S I
D
H O
N O
L U
L U D
IS
T R
IC
T
H O
N O
L U
L U
H A
W A
II
P H (8
-5
H
IL
O
H A
W A
II
K
O H
O L
A S
T
O K
A H
A R
A A
N D A
S S
O C
IA
T E
S
IN
C
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
:1
IDENTIFICATION
SHEET
S U
B M
IT
T E
D B
Y
IS
S
U E D
A T
E
W
A -1
-D -0
-0
O K
A H
A R
A A
N D A
S S
C I
N C
LEGEND:LEGEND:
PAVERS
INFILTRATION BED
FIRE LANE
L
O K
A N
O -K
E N
D R
IC
K
L S
A P
L A
N B
M E
Y E
R S
J U
L Y
IS
L
A N
D O
F H
A W
A
II
H A
W A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
E L E
C T
R
IC
A L L
IN
E S A
N D T
E L E
C O
M M
U N
IC
A T
IO
R
E P
A
IR
N
O R
T H D
R A
IN
A G
E S
E C
O N
D A
R Y
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
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
SEE NOTE BELOW
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 PROFILE SHT. CU407
SEE DETAIL SHT. CU501 & CU503
RIPRAP BASIN
DRAIN INTO MORTARED
END DRAIN LINE "C"
ELEVATION.
NEEDED UPON DETERMINATION OF CONNECTION POINT
RIPRAP BASIN INVERT ELEVATIONS TO BE ADJUSTED AS
3' DIAM. CULVERT INVERT ELEVATIONS AND MORTARED
VERIFY INVERT ELEVATION AT CONNECTION POINT. NEW
NEW 3' DIAM. CULVERT TO EXIST. 3' DIAM. CULVERT TO
CONTRACTOR SHALL DETERMINE CONNECTION POINT OF
NOTE:
L O
K /0
/2
A
M
A D
D C
U L
V E
R T B
A S
IN
I
N F
O
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
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D E
S
IG
N E
D B
Y
D A
T E
F
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E N
U M
B E
R
S
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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
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K
O H
O L
A S
T
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A H
A R
A A
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O C
IA
T E
S
IN
C
U .S
A R
M Y C
O R
P S O
F E
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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.
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
ARBAGE C
ANS
RAIS
ED C
ONC P
AD
W/DRAINWASHRACK
EP#
TOP V
ALVE 6
.86
COVER 6
.56WVB T
OP
TOP V
ALVE 6
.04
COVER 6
.72WVB T
OP
TOP V
ALVE 6
.21
COVER 6
.49WVB T
OP
EP#
1 15
MPH""SP
EED L
IMITSIG
N
FF=6356.90
F F
.0
F F
.6
WV
EXPOSED
FF=6352.57
FF=6351.89
FF=6351.29
F F
.5
FF=6351.15
USEDPOLE
NOT
EP
F F
.3
FF=6356.73
FF=6356.71
FF=6357.00
15 MPH"
LIMIT
"SPEED
SIGN
BFP
EXERCIS
E B
ARS
FF=6357.32
O L
D B
R O
K E
N P
A V
E M
E N
T
FF=6349.40
SURROUNDED B
Y B
LDR
WATER A
PPARATUS
WMB W/METER #0207258
WVB TOP COVER 6348.8 TOP VALVE 6347.7
CW
FF=6346.72
FF=6346.71
EP#
FF=6357.46
FF=6356.90
EP
FF=6360.02
FF=6359.89
FF=6359.77
F F
.5
FF=6357.00
USEDPOLE
NOT
FF=6356.97
F F
.4
2 FF=6359.89
EP
FF=6357.00
FF=6357.17
FF=6359.96
VALVEWVB W/O
FF=6360.16
WLCOL
W/DRAINWASHRACK
SUMP
TOP V
ALVE 6
.60
WVB T
OP C
OVER 6
.84
EP#
P A
D
C O
N C
EP#
WL
TOP VALVE 6357.2
WVB TOP COVER 6358.0
COL
W/DRAINWASHRACK
FOR G
ARBAGE C
ANS
RAIS
ED C
ONC P
AD
O L
D B
R O
K E
N
P A
V E
M E
N T
FF=6359.97
FF=6359.99
FF=6359.90
"YIE
LD"
SIG
N
OUTLE
T IN
V 6
.82
CULV 1
.5 D
FF=6359.78
FF=6359.69
FF=6359.66
15.0 H
1.0
DMAMANE
POST
INV 6
.4
TOP H
DWL 6
.0
BOX C
ULV 2
-6.0 W
RAIL
CW
CB
"STOP"
SIG
N
RAIL
CW
INV 6
.8
TOP H
DWL 6
.8
BOX C
ULV 2
-6.0 W
FF=6350.40
x x x xxxxxxx x xGATE BOLLARDS
SIG
N "
OFF
LIM
ITS"
HOURS O
F O
PERATIO
N S
IGN
AC BERM
x x x x x x x x x x x x
ARV
BOLLARDS
BOLLARD BOLLARD
#52
509W/METER
WMB
EP#
-A
EP#
-B
FF=6361.50
BLDG#T-256
BLDG#T-255
BLDG#T-254
BLDG#T-253
BLDG#T-252
BLDG#T-251 BLDG#T-241
R
C
E A
B L
G
R
B L
D G
T
B L
D G
T
BLDG#T-242
BLDG#T-243
BLDG#T-244
BLDG#T-245
BLDG#T-246 BLDG#T-236
BLDG#T-235
BLDG#T-234
BLDG#T-233
B L
D G
T
BLDG#T-232
BLDG#T-231
BLDG#T-230
0.6
0.7
0.13
0.2
8.13
7.7
7.2
1.63
5.7
5.5
5.5
6.13
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
7.9
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
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
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
1.18
2.6
1.26
0.0
8.9
0.2
9.3
6.5
7.6
7.8
6.2
6.4
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
5.9
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
7.8
0.2
9.9
2.6
4.3
0.4
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
1.24
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
0.3
0.8
1.18
1.60
1.65
9.2
CULV.CONC.
BOX
METAL C
ULV.CORRUGATED
W
W
W
W
W3
W3
W
W
W
GRATED CHANNEL
0+
0+00
1+00
2+00
2+74
0+00
1+00
2+00
2+82
E 16
19.7 2 N 33
7.96
SSSS
S S
S S
S S
S S
S S
S S
S S
S S
S
S S
S S
S S
S S
S S
S
S
S
S
SL
SL
ES
ES
ES
E
EHH-3-SB15
3-SB14
EHH-
ES
EHH-2-SB15
ES
SB14
EHH-2
4-SB14
EHH-
E S
E
EHH-8EHH-9
EHH-7
EHH-1-SB15
SB13
EHH-4
E S
E S
ES
SB16
EHH-2
SB16
EHH-1
E
E
ES
SB16
EHH-3
SB14
EHH-1
C
C C
C
CC
C
C
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.
EXPIRATION DATE OF LICENSE
04/30/20
CG107
SCALE: 1"=20'
NN
EDGE OF PAVEMENT
40'10'0 20'
S E
E S
H T
C G
M A
T C
H L
IN
E
IN-PLACE
UTILITY POLE
PROTECT EXIST.
IN-PLACE
UTILITY POLE
PROTECT EXIST.
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 &
PROFILE SHT. CU403
SEE DETAIL SHT. CU501 &
GABION MATTRESS SWALE "B"
G R
A D
IN
G P
L A
N
GRADING PLAN
SEE DETAIL SHT. CG501
INSTALL SILT FENCE
SEE DETAIL SHT. CG501
INSTALL SILT FENCE
IN-PLACE
UTILITY POLE
PROTECT EXIST.
6357.53
6357.62
6358.19
6357.82
6350.44
6350.19 6351.88
6351.88
6355.12
6358.71
6359.66
6359.61 6358.96
6358.13
6357.94
6357.28
6357.53
6357.40
6358.07
6358.19
6357.65
6350.63
6351.37
6351.75
6351.63
6350.50
6350.45
6351.62
6350.70
6359.60
6359.24
6359.49
6359.36
6359.08
6358.83
6359.01
6359.07
6353.58
6355.12 6353.83
6355.01
6354.64
6354.89
6354.87
6354.06
6353.81
6353.83
6353.97
CONC. PAD
REMVOE EXIST.
GRADING LIMITS
p t0
C
G .d g n
SEE DETAIL SHT. CU502
RIPRAP LINED FORD
CONCRETE & MORTARED
SWALE "B" STA. 1+33± TO 1+66±
SEE DETAIL SHT. CU504
OF FIRE LANE "F"
BOLLARDS AT THE BEG.
INSTALL 4 REMOVABLE
SEE DETAIL SHT. CU507
ALONG EDGE OF NEW FIRE LANE
INSTALL CONC. HEADER
L
PROFILE SHT. CU403
SEE DETAIL SHT. CU501 &
GABION MATTRESS SWALE "C"PROFILE SHT. CU404
SEE DETAIL SHT. CU501 &
GABION MATTRESS SWALE "D"
L
SEE DETAIL SHT. CU507
ALONG EDGE OF NEW FIRE LANE
INSTALL CONC. HEADERPAVEMENT ROAD
REMOVE EXIST. BROKEN
SEE DETAIL SHT. CU502
RIPRAP LINED FORD
CONCRETE & MORTARED
SWALE "B" STA. 3+33± TO 3+66±
SEE DETAIL SHT. CU504
OF FIRE LANE "G"
BOLLARDS AT THE BEG.
INSTALL 4 REMOVABLE
F L
O W
F L
O W
F L
O W
F L
O W
FLOWFLOW
PROFILE SHT. CU412
SEE DETAIL SHT. CU507 &
C FIRE LANE "G"
PROFILE SHT. CU412
SEE DETAIL SHT. CU507 &
C FIRE LANE "F"
PAVEMENT ROAD
REMOVE EXIST. BROKEN
/2
/2
L O
K
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
PAVEMENT OBLITERATION 4
L O
K /0
/2
A
M
A D
D N
O T
E
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:
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
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. 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
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