W9128A-18-B-0002_Am-0007_Drawings_(2_of_6).pdf
PDF 20 MB Posted
- Attached to
- FY16 MCAF KNMD043004, Fighter Alert Facility, Joint Base Pearl Harbor-Hickam (JBPHH), Oahu, Hawaii
- Solicitation number
- W9128A-18-B-0002
About this file
Am-0007 - Drawings (2 of 6)
View the file
Other files
Show all 42
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
U
P
A
C
P
A
C
P
PVC
PVC
PVC
RCP
S8
A
C
P
A
C
P
L.P.
TEL. B
OX
TE
L.
BO
X
T
E
L
B
O
X
T
E
L
B
O
X
T
E
L
B
O
X
T
E
L
B
O
X
TEL. BOX
TEL. BOX
TEL. B
OX
TEL. B
OX
T
E
L
B
O
X
E
S
TEL. BOX
T
E
L
B
O
X
T
E
L
B
O
X
T
E
L
B
O
X
T
E
L
B
O
X
TEL. BOX
COMM. BOX
COMM. BOX
TEL.
BOX
TEL
. B
OX
L.P.
L.P.
D
D
D
S
S
S
S4
P
IM
P
IM
R
E
D
IN
E
R
E
R
E
R
E
P
A
R
K
G
S
T
A
L
L
S
S
BUILDING
BUILDING
BUILDING
BUILDING
ALERT FACILITY - JOINTING PLAN - 2
A L E
R
F
A C
I L I T
Y
J O
I N
T I N
G
P
L A
N
SHEET
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
US Army Corps of Engineers ®
Honolulu District
A
B
C
D
1 2 3 4 5
D E
S I G
N E
D
B
Y
A s i n d i c a t e d
U S
A
R M
Y
C
O R
P
E
N G
I N
E E
R S
SHEET
IDENTIFICATION
OF
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
J O
I N
T
B
A S
E
P
E A
H
R
B O
R
H I C
K A
M
H
A W
A I I
I N
K
A
R C
H
L
L C
D R
A W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L
C A
L E
S I Z
E
A N
S I
D
C H
E C
K E
D
B
Y
I S
S U
E
D
A T
E
F I L
E
N
A M
E
D A
T E
S O
L I C
I T
A T
I O
N
N
O
W
A
D
C O
N T
R A
N
F I L
E
N
U M
B E
R
H I C
K A
M
A
I
R
S
E
O
A H
U
H
A W
A I I
F Y
K
N M
D
F
F
I G
H T
E
C
I L I T
Y
G K
T
C A
D
K E
V
M
N
D E
S
P
E
K M
I W
I L
E I
R
O A
D
S
U I T
E
H O
N O
L U
L U
H
I
P
K N
M D
C
A l e r t
F a c i l i t y
S t r i p i n g
P l a n d w g
SIGNATURE LIC. EXPIRATION
4/30/20
THIS WORK WAS PREPARED BY ME OR UNDER MY
SUPERVISION AND CONSTRUCTION OF THIS PROJECT
WILL BE UNDER MY OBSERVATION. "OBSERVATION
OF CONSTRUCTION" IS DEFINED IN CHAPTER 16-115,
HAWAII ADMINISTRATIVE RULES, ENTITLED
"PROFESSIONAL ENGINEERS, ARCHITECTS,
SURVEYORS AND LANDSCAPE ARCHITECTS."
C162
KEY MAP
AutoCAD SHX Text
STA. CP-2A
AutoCAD SHX Text
MAG NAIL
AutoCAD SHX Text
ELEV.=4.22
AutoCAD SHX Text 20°55'45" 775.97
AutoCAD SHX Text
(STA. CP-4 TO STA. CP-2)
AutoCAD SHX Text W
AutoCAD SHX Text
AutoCAD SHX Text
PLEASE SHOOT CONC CURB.
AutoCAD SHX Text
TW 4.63
AutoCAD SHX Text
TW 4.97
AutoCAD SHX Text
CONC. 3.34
AutoCAD SHX Text
PANEL BOXES
AutoCAD SHX Text
A/C UNIT
AutoCAD SHX Text
2-BUSHES
AutoCAD SHX Text
A/C UNIT
AutoCAD SHX Text
SMH(SEPTIC TANK)
AutoCAD SHX Text
CONC. 3.24
AutoCAD SHX Text
CONC. 3.56
AutoCAD SHX Text
TREE
AutoCAD SHX Text
2-PALMS
AutoCAD SHX Text
TREE
AutoCAD SHX Text
TC 4.23
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
WOOD FENCE, H=7'
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
C.L. FENCE, H=8'
AutoCAD SHX Text
TOP=3.57
AutoCAD SHX Text
GND. 3.4
AutoCAD SHX Text
BW 3.53
AutoCAD SHX Text
BW 3.47
AutoCAD SHX Text
RED LINE
AutoCAD SHX Text
PATCH
AutoCAD SHX Text
GROUND
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
PATCH
AutoCAD SHX Text
PATCH
AutoCAD SHX Text
RED LINE
AutoCAD SHX Text
METAL FENCE, H=6'
AutoCAD SHX Text
CONC. BARRIER
AutoCAD SHX Text
CONC. BARRIER
AutoCAD SHX Text
CONC. BARRIER
AutoCAD SHX Text
CONC. BARRIER
AutoCAD SHX Text
CONC. BARRIER
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BC 3.63
AutoCAD SHX Text
GND. 3.1
AutoCAD SHX Text D=1'
AutoCAD SHX Text H=20'
AutoCAD SHX Text D=2'
AutoCAD SHX Text H=30'
AutoCAD SHX Text D=1'
AutoCAD SHX Text H=20'
AutoCAD SHX Text
GND. 3.0
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text
4" PIPE
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text
SMH
AutoCAD SHX Text
(NOT FOUND)
AutoCAD SHX Text D
AutoCAD SHX Text
4-DRAIN PIPES (24")
AutoCAD SHX Text O/H
AutoCAD SHX Text D
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
HANGAR
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
COMM
AutoCAD SHX Text
COMM
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
COMM
AutoCAD SHX Text
COMM
AutoCAD SHX Text
COMM
AutoCAD SHX Text
COMM
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
PANEL BOXES
AutoCAD SHX Text
CHILLER
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
POST
AutoCAD SHX Text
POSTS
AutoCAD SHX Text
POSTS
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
PIPES
AutoCAD SHX Text
POST
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
STORAGE
AutoCAD SHX Text
CABLES/CABLE PROTECTOR
AutoCAD SHX Text
CABLE PROTECTOR
AutoCAD SHX Text
METAL FENCE, H=4'
AutoCAD SHX Text
ANTENNA
AutoCAD SHX Text
TENT
AutoCAD SHX Text
CONTAINERS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
MOVABLE
AutoCAD SHX Text
(ELEVATED)
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
SCALE: 1"=20'
AutoCAD SHX Text
TRUE NORTH
AutoCAD SHX Text
SCALE: 1 IN. =
AutoCAD SHX Text 20'
AutoCAD SHX Text
%%UGRAPHIC SCALE
AutoCAD SHX Text 1"=20'
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text 20'
AutoCAD SHX Text
AutoCAD SHX Text 20'
AutoCAD SHX Text 40'
AutoCAD SHX Text 10'
AutoCAD SHX Text
MATCH LINE SEE SHT. C161C161
AutoCAD SHX Text No. 8200-C
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text
AutoCAD SHX Text
LICENSED
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text A
AutoCAD SHX Text S
AutoCAD SHX Text U
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text W
AutoCAD SHX Text A
AutoCAD SHX Text H
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text K
AutoCAD SHX Text E
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text N
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text N
AutoCAD SHX Text M
AutoCAD SHX Text
AutoCAD SHX Text
AMENDMENT 7
AutoCAD SHX Text 06-01-18
AutoCAD SHX Text
MATCH LINE SEE SHT. C163C163
AutoCAD SHX Text T
AutoCAD SHX Text L
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
PCAJ
AutoCAD SHX Text
MATCH EXISTING JOINTING PATTERN
AutoCAD SHX Text
MATCH EXISTING JOINTING PATTERN
AutoCAD SHX Text
MATCH EXISTING JOINTING PATTERN
AutoCAD SHX Text
EXISTING CONCRETE
AutoCAD SHX Text
PROPOSED AC PAVEMENT
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text C161
AutoCAD SHX Text C162
AutoCAD SHX Text C163
AutoCAD SHX Text
LIMITS OF CONCRETE PAVEMENT, TYP.
AutoCAD SHX Text
TAXIWAY
AutoCAD SHX Text
ALERT HANGAR
AutoCAD SHX Text
PCAJ
AutoCAD SHX Text
PCAJ
AutoCAD SHX Text
PCAJ
AutoCAD SHX Text LEGEND: (SEE SHT. C517) : (SEE SHT. C517) C517) ) LIMITS OF PAVEMENT LONGITUDINAL CONTRACTION JOINT LONGITUDINAL CONSTRUCTION JOINT TRANSVERSE CONTRACTION JOINT TRANSVERSE CONSTRUCTION JOINT PERMANENT CONCRETE TO ASPHALT JOINT THICKENED EDGE EXPANSION JOINT REINFORCED (SEE ) R) R RR
AutoCAD SHX Text L
AutoCAD SHX Text
TCJ
AutoCAD SHX Text L
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text L
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text
LCJ
AutoCAD SHX Text L
AutoCAD SHX Text
TCJ
AutoCAD SHX Text T
AutoCAD SHX Text
PCAJ
AutoCAD SHX Text
TEEJ
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text R
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
NOTE: : FOR ADDITIONAL REINFORCING SITUATIONS, SEE
AutoCAD SHX Text A1
AutoCAD SHX Text C162
AutoCAD SHX Text C518
AutoCAD SHX Text A2, B1, B2, B3, C1, C3, D1 & D2
AutoCAD SHX Text
AutoCAD SHX Text A1
AutoCAD SHX Text C162
AutoCAD SHX Text C517
AutoCAD SHX Text
P
A
C
P
A
C
P
PVC
PVC
P
V
C
R
C
P
S
A
C
P
A
C
P
L.P.
TEL. BOX
TE
L.
BO
X
T
E
X
T
E
L
B
O
X
T
E
L
B
O
X
T
E
L
B
O
X
TEL. B
OX
TEL. B
OX
TEL. B
OX
TEL. B
OX
T
E
L
B
O
X
E
S
TEL. BOX
T
E
L
B
O
X
T
E
L
B
O
X
T
E
L
B
O
X
T
E
L
B
O
X
TEL. BOX
C
OMM. B
OX
COMM. BOX
TEL. BOX
TEL.
BOX
L.P.
L.P.
D
D1
D
S
S
S
S
P
IM
P
IM
R
E
R
E
R
E
R
E
P
A
R
K
A
L
L
S
S
BUILDING
BUILDING
BUILDING
BUILDING
ALERT FACILITY - JOINTING PLAN - 3
A L E
C
I L I T
Y
J O
I N
T I N
G
P
L A
N
SHEET
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
US Army Corps of Engineers ®
Honolulu District
A
B
C
D
1 2 3 4 5
D E
S I G
N E
D
B
Y
A s i n d i c a t e d
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
SHEET
IDENTIFICATION
OF
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
J O
I N
T
B
A S
E
P
E A
R
B O
R
H I C
K A
M
H
A W
A I I
I N
K
A
R C
H
L
L C
D R
A W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L
A
L E
S I Z
E
A N
S I
D
C H
E C
K E
D
B
Y
I S
S U
E
D
A T
E
F I L
E
N
A M
E
D A
T E
S O
L I C
I T
A T
I O
N
N
O
W
A
D
C O
N T
R A
F I L
E
N
U M
B E
R
H I C
K A
M
A
R
S
E
O
A H
U
H
A W
A I I
F Y
K
N M
D
F
F
I G
H T
E
C
I L I T
Y
G K
T
C A
D
K E
V
N
D E
S
P
E
K M
I W
I L
E I
R
O A
D
S
U I T
E
H O
N O
L U
L U
H
I
P
K N
M D
C
A l e r t
F a c i l i t y
S t r i p i n g
P l a n d w g
SIGNATURE LIC. EXPIRATION
4/30/20
THIS WORK WAS PREPARED BY ME OR UNDER MY
SUPERVISION AND CONSTRUCTION OF THIS PROJECT
WILL BE UNDER MY OBSERVATION. "OBSERVATION
OF CONSTRUCTION" IS DEFINED IN CHAPTER 16-115,
HAWAII ADMINISTRATIVE RULES, ENTITLED
"PROFESSIONAL ENGINEERS, ARCHITECTS,
SURVEYORS AND LANDSCAPE ARCHITECTS."
C163
KEY MAP
AutoCAD SHX Text W
AutoCAD SHX Text
AutoCAD SHX Text W
AutoCAD SHX Text
AutoCAD SHX Text
PLEASE SHOOT CONC CURB.
AutoCAD SHX Text
TW 4.63
AutoCAD SHX Text
TW 4.97
AutoCAD SHX Text
CONC. 3.34
AutoCAD SHX Text
PANEL BOXES
AutoCAD SHX Text
A/C UNIT
AutoCAD SHX Text
2-BUSHES
AutoCAD SHX Text
A/C UNIT
AutoCAD SHX Text
SMH(SEPTIC TANK)
AutoCAD SHX Text
CONC. 3.24
AutoCAD SHX Text
CONC. 3.56
AutoCAD SHX Text
TREE
AutoCAD SHX Text
2-PALMS
AutoCAD SHX Text
TREE
AutoCAD SHX Text
TC 4.23
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
WOOD FENCE, H=7'
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
C.L. FENCE, H=8'
AutoCAD SHX Text
TOP=3.57
AutoCAD SHX Text
GND. 3.4
AutoCAD SHX Text
BW 3.53
AutoCAD SHX Text
BW 3.47
AutoCAD SHX Text
RED LINE
AutoCAD SHX Text
PATCH
AutoCAD SHX Text
GROUND
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
PATCH
AutoCAD SHX Text
PATCH
AutoCAD SHX Text
RED LINE
AutoCAD SHX Text
METAL FENCE, H=6'
AutoCAD SHX Text
CONC. BARRIER
AutoCAD SHX Text
CONC. BARRIER
AutoCAD SHX Text
CONC. BARRIER
AutoCAD SHX Text
CONC. BARRIER
AutoCAD SHX Text
CONC. BARRIER
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BC 3.63
AutoCAD SHX Text
GND. 3.1
AutoCAD SHX Text D=1'
AutoCAD SHX Text H=20'
AutoCAD SHX Text D=2'
AutoCAD SHX Text H=30'
AutoCAD SHX Text D=1'
AutoCAD SHX Text H=20'
AutoCAD SHX Text
GND. 3.0
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text
4" PIPE
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text
SMH
AutoCAD SHX Text
(NOT FOUND)
AutoCAD SHX Text D
AutoCAD SHX Text
4-DRAIN PIPES (24")
AutoCAD SHX Text O/H
AutoCAD SHX Text D
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
HANGAR
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
COMM
AutoCAD SHX Text
COMM
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
COMM
AutoCAD SHX Text
COMM
AutoCAD SHX Text
COMM
AutoCAD SHX Text
COMM
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
PANEL BOXES
AutoCAD SHX Text
CHILLER
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
POST
AutoCAD SHX Text
POSTS
AutoCAD SHX Text
POSTS
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
PIPES
AutoCAD SHX Text
POST
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
STORAGE
AutoCAD SHX Text
CABLES/CABLE PROTECTOR
AutoCAD SHX Text
CABLE PROTECTOR
AutoCAD SHX Text
METAL FENCE, H=4'
AutoCAD SHX Text
ANTENNA
AutoCAD SHX Text
TENT
AutoCAD SHX Text
CONTAINERS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
MOVABLE
AutoCAD SHX Text
(ELEVATED)
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
SCALE: 1"=20'
AutoCAD SHX Text
TRUE NORTH
AutoCAD SHX Text
SCALE: 1 IN. =
AutoCAD SHX Text 20'
AutoCAD SHX Text
%%UGRAPHIC SCALE
AutoCAD SHX Text 1"=20'
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text 20'
AutoCAD SHX Text
AutoCAD SHX Text 20'
AutoCAD SHX Text 40'
AutoCAD SHX Text 10'
AutoCAD SHX Text No. 8200-C
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text
AutoCAD SHX Text
LICENSED
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text A
AutoCAD SHX Text S
AutoCAD SHX Text U
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text W
AutoCAD SHX Text A
AutoCAD SHX Text H
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text K
AutoCAD SHX Text E
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text N
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text N
AutoCAD SHX Text M
AutoCAD SHX Text
AutoCAD SHX Text
AMENDMENT 7
AutoCAD SHX Text 06-01-18
AutoCAD SHX Text
MATCH LINE SEE SHT. C162C162
AutoCAD SHX Text
LIMITS OF CONCRETE PAVEMENT, TYP.
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
16 SPACES @ 15' = 240'
AutoCAD SHX Text
4 SPACES @ 18.75' = 75'
AutoCAD SHX Text
PROPOSED AC PAVEMENT
AutoCAD SHX Text
EXISTING CONCRETE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
PCAJ
AutoCAD SHX Text
PCAJ
AutoCAD SHX Text
PCAJ
AutoCAD SHX Text C161
AutoCAD SHX Text C162
AutoCAD SHX Text C163
AutoCAD SHX Text
TAXIWAY "M"
AutoCAD SHX Text
TAXIWAY
AutoCAD SHX Text
PCAJ
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text LEGEND: (SEE SHT. C517) : (SEE SHT. C517) C517) ) LIMITS OF PAVEMENT LONGITUDINAL CONTRACTION JOINT LONGITUDINAL CONSTRUCTION JOINT TRANSVERSE CONTRACTION JOINT TRANSVERSE CONSTRUCTION JOINT PERMANENT CONCRETE TO ASPHALT JOINT THICKENED EDGE EXPANSION JOINT REINFORCED (SEE ) R RR
AutoCAD SHX Text
LCJ
AutoCAD SHX Text L
AutoCAD SHX Text
TCJ
AutoCAD SHX Text T
AutoCAD SHX Text
PCAJ
AutoCAD SHX Text
TEEJ
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text
PROJECT LIMITS, TYP.
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
NOTE: : FOR ADDITIONAL REINFORCING SITUATIONS, SEE
AutoCAD SHX Text A1
AutoCAD SHX Text C163
AutoCAD SHX Text C518
AutoCAD SHX Text A2, B1, B2, B3, C1, C3, D1 & D2
AutoCAD SHX Text
AutoCAD SHX Text A1
AutoCAD SHX Text C163
AutoCAD SHX Text C517
L.P.
L.P.
4.91
5.32
U
P
A
C
P
A
C
P
PVC
PVC
PVC
RCP
S8
A
C
P
A
C
P
L.P.
TEL. B
OX
TE
L.
BO
X
T
E
X
T
E
L
B
O
X
T
E
L
B
O
X
T
E
L
B
O
X
TEL. BOX
TEL. BOX
TEL. B
OX
TEL. B
OX
T
E
L
B
O
X
E
S
TEL. B
OX
T
E
L
B
O
X
T
E
L
B
O
X
T
E
L
B
O
X
T
E
L
B
O
X
TEL. BOX
COMM. BOX
COMM. BOX
TEL.
BOX
TEL
. B
OX
L.P.
L.P.
D
D
D
S3
S
S
S4
PIMP
IM
R
E
R
E
R
E
R
E
P
A
R
K
A
L
L
S
S
BUILDING
BUILDING
BUILDING
BUILDING
HUSH HOUSE - JOINTING PLAN
H U
U
J O
I N
T I N
G
P
L A
N
SHEET
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
US Army Corps of Engineers ®
Honolulu District
A
B
C
D
1 2 3 4 5
D E
S I G
N E
D
B
Y
A s i n d i c a t e d
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
70a
SHEET
IDENTIFICATION
OF
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
J O
I N
T
B
A S
E
P
E A
R
B O
R
H I C
K A
M
H
A W
A I I
I N
K
A
R C
H
L
L C
D R
A W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L
A
L E
S I Z
E
A N
S I
D
C H
E C
K E
D
B
Y
I S
S U
E
D
A T
E
F I L
E
N
A M
E
D A
T E
S O
L I C
I T
A T
I O
N
N
O
W
A
D
C O
N T
R A
F I L
E
N
U M
B E
R
H I C
K A
M
A
R
S
E
O
A H
U
H
A W
A I I
F Y
K
N M
D
F
F
I G
H T
E
C
I L I T
Y
G K
T
C A
D
K E
V
N
D E
S
P
E
K M
I W
I L
E I
R
O A
D
S
U I T
E
H O
N O
L U
L U
H
I
P
K N
M D
C
A l e r t
F a c i l i t y
S t r i p i n g
P l a n d w g
SIGNATURE LIC. EXPIRATION
4/30/20
THIS WORK WAS PREPARED BY ME OR UNDER MY
SUPERVISION AND CONSTRUCTION OF THIS PROJECT
WILL BE UNDER MY OBSERVATION. "OBSERVATION
OF CONSTRUCTION" IS DEFINED IN CHAPTER 16-115,
HAWAII ADMINISTRATIVE RULES, ENTITLED
"PROFESSIONAL ENGINEERS, ARCHITECTS,
SURVEYORS AND LANDSCAPE ARCHITECTS."
C165
KEY MAP
AutoCAD SHX Text
STA. SC-279
AutoCAD SHX Text
"Y" CUT
AutoCAD SHX Text
ELEV.=6.06
AutoCAD SHX Text
STA. 278
AutoCAD SHX Text
"Y" CUT
AutoCAD SHX Text
ELEV.=7.08
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text W
AutoCAD SHX Text
AutoCAD SHX Text W
AutoCAD SHX Text
AutoCAD SHX Text W
AutoCAD SHX Text
AutoCAD SHX Text S
AutoCAD SHX Text
AutoCAD SHX Text S
AutoCAD SHX Text
AutoCAD SHX Text W
AutoCAD SHX Text
AutoCAD SHX Text W
AutoCAD SHX Text 1.5
AutoCAD SHX Text S
AutoCAD SHX Text
AutoCAD SHX Text S
AutoCAD SHX Text
AutoCAD SHX Text S
AutoCAD SHX Text
AutoCAD SHX Text
PLEASE SHOOT CONC CURB.
AutoCAD SHX Text
TW 4.63
AutoCAD SHX Text
TW 4.97
AutoCAD SHX Text
CONC. 3.34
AutoCAD SHX Text
PANEL BOXES
AutoCAD SHX Text
A/C UNIT
AutoCAD SHX Text
2-BUSHES
AutoCAD SHX Text
A/C UNIT
AutoCAD SHX Text
SMH(SEPTIC TANK)
AutoCAD SHX Text
CONC. 3.24
AutoCAD SHX Text
CONC. 3.56
AutoCAD SHX Text
TREE
AutoCAD SHX Text
2-PALMS
AutoCAD SHX Text
TREE
AutoCAD SHX Text
TC 4.23
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
WOOD FENCE, H=7'
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
C.L. FENCE, H=8'
AutoCAD SHX Text
TOP=3.57
AutoCAD SHX Text
GND. 3.4
AutoCAD SHX Text
BW 3.53
AutoCAD SHX Text
BW 3.47
AutoCAD SHX Text
RED LINE
AutoCAD SHX Text
PATCH
AutoCAD SHX Text
GROUND
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
PATCH
AutoCAD SHX Text
PATCH
AutoCAD SHX Text
RED LINE
AutoCAD SHX Text
METAL FENCE, H=6'
AutoCAD SHX Text
CONC. BARRIER
AutoCAD SHX Text
CONC. BARRIER
AutoCAD SHX Text
CONC. BARRIER
AutoCAD SHX Text
CONC. BARRIER
AutoCAD SHX Text
CONC. BARRIER
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BC 3.63
AutoCAD SHX Text
GND. 3.1
AutoCAD SHX Text D=1'
AutoCAD SHX Text H=20'
AutoCAD SHX Text D=2'
AutoCAD SHX Text H=30'
AutoCAD SHX Text D=1'
AutoCAD SHX Text H=20'
AutoCAD SHX Text
GND. 3.0
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text
4" PIPE
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text
SMH
AutoCAD SHX Text
(NOT FOUND)
AutoCAD SHX Text D
AutoCAD SHX Text
4-DRAIN PIPES (24")
AutoCAD SHX Text O/H
AutoCAD SHX Text D
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text O/H
AutoCAD SHX Text O/H
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
HANGAR
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
COMM
AutoCAD SHX Text
COMM
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
COMM
AutoCAD SHX Text
COMM
AutoCAD SHX Text
COMM
AutoCAD SHX Text
COMM
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
PANEL BOXES
AutoCAD SHX Text
CHILLER
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
POST
AutoCAD SHX Text
POSTS
AutoCAD SHX Text
POSTS
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
PIPES
AutoCAD SHX Text
POST
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
STORAGE
AutoCAD SHX Text
CABLES/CABLE PROTECTOR
AutoCAD SHX Text
CABLE PROTECTOR
AutoCAD SHX Text
METAL FENCE, H=4'
AutoCAD SHX Text
ANTENNA
AutoCAD SHX Text
TENT
AutoCAD SHX Text
CONTAINERS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
MOVABLE
AutoCAD SHX Text
(ELEVATED)
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
SCALE: 1"=20'
AutoCAD SHX Text
TRUE NORTH
AutoCAD SHX Text
SCALE: 1 IN. =
AutoCAD SHX Text 20'
AutoCAD SHX Text
%%UGRAPHIC SCALE
AutoCAD SHX Text 1"=20'
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text 20'
AutoCAD SHX Text
AutoCAD SHX Text 20'
AutoCAD SHX Text 40'
AutoCAD SHX Text 10'
AutoCAD SHX Text No. 8200-C
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text
AutoCAD SHX Text
LICENSED
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text A
AutoCAD SHX Text S
AutoCAD SHX Text U
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text W
AutoCAD SHX Text A
AutoCAD SHX Text H
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text K
AutoCAD SHX Text E
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text N
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text N
AutoCAD SHX Text M
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text L
AutoCAD SHX Text
2 SPACES
AutoCAD SHX Text
2 SPACES
AutoCAD SHX Text
MATCH EXISTING JOINTING PATTERN
AutoCAD SHX Text LEGEND: (SEE SHT. C517) : (SEE SHT. C517) C517) ) LIMITS OF PAVEMENT LONGITUDINAL CONSTRUCTION JOINT TRANSVERSE CONTRACTION JOINT TRANSVERSE CONSTRUCTION JOINT PERMANENT CONCRETE TO ASPHALT JOINT THICKENED EDGE EXPANSION JOINT REINFORCED (SEE ) RR
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text C161
AutoCAD SHX Text C162
AutoCAD SHX Text C163
AutoCAD SHX Text
LIMITS OF CONCRETE PAVEMENT, TYP.
AutoCAD SHX Text
HUSH HOUSE
AutoCAD SHX Text
EXISTING ASPHALT
AutoCAD SHX Text L
AutoCAD SHX Text
TCJ
AutoCAD SHX Text T
AutoCAD SHX Text
PCAJ
AutoCAD SHX Text
TEEJ
AutoCAD SHX Text R
AutoCAD SHX Text L
AutoCAD SHX Text
TEEJ
AutoCAD SHX Text
PROJECT LIMITS, TYP.
AutoCAD SHX Text
EXIST.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
EXISTING CONCRETE
AutoCAD SHX Text
EXISTING ASPHALT
AutoCAD SHX Text THE INFORMATION ON THIS SHEET IS INTENDED ONLY TO DISPLAY THE GENERAL LAYOUT AND MAJOR COMPONENTS OF JOINTING. CONTRACTOR SHALL COORDINATE WORK WITH THE HUSH HOUSE D-B CONTRACTOR AND PREPARE SHOP DRAWINGS WITH REVISIONS TO CONC. LIMITS, JOINTING, SLOPE, DRAINAGE, ETC., AS REQUIRED, FOR REVIEW AND APPROVAL BY THE CONTRACTING OFFICER.
AutoCAD SHX Text
PCAJ
AutoCAD SHX Text
PCAJ
AutoCAD SHX Text
TEEJ
AutoCAD SHX Text
TEEJ
AutoCAD SHX Text
TEEJ
AutoCAD SHX Text
TEEJ
AutoCAD SHX Text
TEEJ
AutoCAD SHX Text
TEEJ
AutoCAD SHX Text
TEEJ
AutoCAD SHX Text
TEEJ
AutoCAD SHX Text
TEEJ
AutoCAD SHX Text
TEEJ
AutoCAD SHX Text
TEEJ
AutoCAD SHX Text
TEEJ
AutoCAD SHX Text
TEEJ
AutoCAD SHX Text
TEEJ
AutoCAD SHX Text
TEEJ
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TEEJ
AutoCAD SHX Text L
AutoCAD SHX Text
TCJ
AutoCAD SHX Text R
AutoCAD SHX Text
TEEJ
AutoCAD SHX Text
TEEJ
AutoCAD SHX Text
TEEJ
AutoCAD SHX Text
TEEJ
AutoCAD SHX Text
TEEJ
AutoCAD SHX Text
TEEJ
AutoCAD SHX Text
TEEJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TEEJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text C165
AutoCAD SHX Text
2 SPACES
AutoCAD SHX Text
2 SPACES
AutoCAD SHX Text
2 SPACES
AutoCAD SHX Text
2 SPACES
AutoCAD SHX Text
2 SPACES
AutoCAD SHX Text
2 SPACES
AutoCAD SHX Text
2 SPACES
AutoCAD SHX Text
2 SPACES
AutoCAD SHX Text
2 SPACES
AutoCAD SHX Text
2 SPACES
AutoCAD SHX Text
2 SPACES
AutoCAD SHX Text
2 SPACES
AutoCAD SHX Text
2 SPACES
AutoCAD SHX Text
2 SPACES
AutoCAD SHX Text
2 SPACES
AutoCAD SHX Text
2 SPACES
AutoCAD SHX Text
AutoCAD SHX Text
AMENDMENT 3
AutoCAD SHX Text
AutoCAD SHX Text 03-09-18
AutoCAD SHX Text
AMENDMENT 5
AutoCAD SHX Text
AutoCAD SHX Text 04-30-18
AutoCAD SHX Text
AutoCAD SHX Text
PCAJ
AutoCAD SHX Text
TCJ
AutoCAD SHX Text
AutoCAD SHX Text
NOTE: : FOR ADDITIONAL REINFORCING SITUATIONS, SEE
AutoCAD SHX Text A1
AutoCAD SHX Text C165
AutoCAD SHX Text C518
AutoCAD SHX Text A2, B1, B2, B3, C1, C3, D1 & D2
AutoCAD SHX Text
AutoCAD SHX Text A1
AutoCAD SHX Text C165
AutoCAD SHX Text C517
AutoCAD SHX Text
AMENDMENT 7
AutoCAD SHX Text
06-01-18
V
E M
E N
T
S
E C
T I O
N S
C501
SHEET
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
US Army Corps of Engineers ®
Honolulu District
A
B
C
D
1 2 3 4 5
D E
S I G
N E
D
B
Y
A s i n d i c a t e d
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
SHEET
IDENTIFICATION
OF
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
J O
I N
T
B
A S
E
P
E A
R L
H
A R
B O
R
H I C
K A
M
H
A W
A I I
I N
K
A
R C
H
L L C
D R
A W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L
A
L E
S I Z
E
A N
S I
D
C H
E C
K E
D
B
Y
I S
S U
E
D
A T
E
F I L
E
N
A M
E
D A
T E
S O
L I C
I T
A T
I O
N
N
O
W A
D
C O
N T
R A
F I
M
B E
R
H I C
K A
M
A
R
S
E
O
A H
U
H
A W
A I I
F Y
K
M
D
F
F
I G
H T
E
C
I L
I T
Y
G K
T
C A
D
K E
V
N
D E
S
P
E
K M
I W
I L E
I
R
O A
D
S
U I T
E
H O
N O
L U
L U
H
I
P
K N
M D
C
A l e r t
F a c i l i t y
S t r i p i n g
P l a n d w g
SIGNATURE LIC. EXPIRATION
4/30/20
THIS WORK WAS PREPARED BY ME OR UNDER MY
SUPERVISION AND CONSTRUCTION OF THIS PROJECT
WILL BE UNDER MY OBSERVATION. "OBSERVATION
OF CONSTRUCTION" IS DEFINED IN CHAPTER 16-115,
HAWAII ADMINISTRATIVE RULES, ENTITLED
"PROFESSIONAL ENGINEERS, ARCHITECTS,
SURVEYORS AND LANDSCAPE ARCHITECTS."
AutoCAD SHX Text No. 8200-C
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text
AutoCAD SHX Text
LICENSED
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text A
AutoCAD SHX Text S
AutoCAD SHX Text U
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text W
AutoCAD SHX Text A
AutoCAD SHX Text H
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text K
AutoCAD SHX Text E
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text N
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text N
AutoCAD SHX Text M
AutoCAD SHX Text
5" ASPHALTIC CONCRETE (2 EQ. LIFTS)
AutoCAD SHX Text 4" AGGREGATE SUBBASE COURSE, IN ACCORDANCE WITH UFC 3-260-02 AND COMPACTED TO 100% RELATIVE COMPACTION MIN.
AutoCAD SHX Text
13.5" PORTLAND CEMENT CONCRETE
AutoCAD SHX Text
2" ASPHALTIC CONCRETE
AutoCAD SHX Text 6" AGGREGATE BASE COURSE, IN ACCORDANCE WITH UFC 3-260-02 AND SPECIFICATION SECTION 32 11 23 AND COMPACTED TO 100% RELATIVE COMPACTION
AutoCAD SHX Text 6" AGGREGATE BASE COURSE, IN ACCORDANCE WITH UFC 3-250-01 AND SPECIFICATION SECTION 32 11 23 AND COMPACTED TO 100% RELATIVE COMPACTION MIN.
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text 6" AGGREGATE BASE COURSE, IN ACCORDANCE WITH UFC 3-260-02 AND SPECIFICATION SECTION 32 11 23 AND COMPACTED TO 100% RELATIVE COMPACTION
AutoCAD SHX Text
SATISFACTORY FILL MATERIAL
AutoCAD SHX Text NOTES: 1) SOFT AND YIELDING AREAS BELOW AREAS DESIGNATED TO RECEIVE FILL SHALL BE OVER-EXCAVATED TO EXPOSE FIRM MATERIAL AND BACKFILLED WITH WELL-COMPACTED FILL. AREAS TO RECEIVE FILLS AND THE FINISHED SUBGRADES SOFT AND YIELDING AREAS BELOW AREAS DESIGNATED TO RECEIVE FILL SHALL BE OVER-EXCAVATED TO EXPOSE FIRM MATERIAL AND BACKFILLED WITH WELL-COMPACTED FILL. AREAS TO RECEIVE FILLS AND THE FINISHED SUBGRADES IN CUT AREAS SHALL BE SCARIFIED TO AN 8" DEPTH, MOISTURE-CONDITIONED TO AT LEAST 2% ABOVE OPTIMUM MOISTURE, AND COMPACTED TO AT LEAST 90% RELATIVE COMPACTION (ASTM D1557). 2) FILLS AND BACKFILLS SHALL BE MOISTURE-CONDITIONED TO ABOUT 2% ABOVE OPTIMUM MOISTURE CONTENT, PLACED IN LEVEL LIFTS NOT EXCEEDING 8" IN LOOSE THICKNESS, AND COMPACTED TO A MINIMUM OF 90% RELATIVE FILLS AND BACKFILLS SHALL BE MOISTURE-CONDITIONED TO ABOUT 2% ABOVE OPTIMUM MOISTURE CONTENT, PLACED IN LEVEL LIFTS NOT EXCEEDING 8" IN LOOSE THICKNESS, AND COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION. FINISHED SUBGRADE OF FILLS SUBJECTED TO VEHICULAR TRAFFIC, SUCH AS THE PAVEMENT FINISHED SUBGRADES, SHALL BE COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION (ASTM D1557). COMPACTION OF FILL MATERIALS SHALL BE ACCOMPLISHED BY SHEEPSFOOT ROLLERS, VIBRATORY ROLLERS, OR OTHER TYPES OF ACCEPTABLE COMPACTION EQUIPMENT. WATER TAMPING, JETTING, OR PONDING SHALL NOT BE ALLOWED TO COMPACT FILLS. 3) SUBGRADE SOILS UNDER PAVEMENT AREAS SHALL BE SCARIFIED TO AN 8" DEPTH, MOISTURE-CONDITIONED TO AT LEAST 2% ABOVE OPTIMUM MOISTURE CONTENT, AND COMPACTED TO A MINIMUM OF 100% RELATIVE COMPACTION. SUBGRADE SOILS UNDER PAVEMENT AREAS SHALL BE SCARIFIED TO AN 8" DEPTH, MOISTURE-CONDITIONED TO AT LEAST 2% ABOVE OPTIMUM MOISTURE CONTENT, AND COMPACTED TO A MINIMUM OF 100% RELATIVE COMPACTION. SOFT/LOOSE SOILS ENCOUNTERED AT THE PAVEMENT SUBGRADE LEVEL SHOULD BE OVER-EXCAVATED A MINIMUM OF 24 INCHES BELOW THE PAVEMENT SUBGRADE LEVEL. THE RESULTING OVER-EXCAVATION SHOULD BE BACKFILLED WITH OPEN-GRADED GRAVEL (ASTM C33, NO. 4 GRADATION) WRAPPED IN A NON-WOVEN GEOTEXTILE FABRIC. AGGREGATE BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95 AND 100% RELATIVE COMPACTION FOR RIGID AND FLEXIBLE PAVEMENTS, RESPECTIVELY. AGGREGATE SUBBASE COURSE FOR FLEXIBLE PAVEMENTS SHALL BE COMPACTED TO A MINIMUM OF 100% RELATIVE COMPACTION.
AutoCAD SHX Text B3
AutoCAD SHX Text
TAXIWAY SECTION
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
75' TAXIWAY, SEE
AutoCAD SHX Text
SLOPE (PER PLANS) 1% (MIN.) 1.5% (MAX.)
AutoCAD SHX Text
2% (MIN.) 4% (MAX.)
AutoCAD SHX Text
2% (MIN.) 4% (MAX.)
AutoCAD SHX Text
2% (MIN.) 4% (MAX.)
AutoCAD SHX Text
2% (MIN.) 4% (MAX.)
AutoCAD SHX Text
40' UNPAVED SHOULDER
AutoCAD SHX Text
40' UNPAVED SHOULDER
AutoCAD SHX Text 1.5"
AutoCAD SHX Text
EXISTING GROUND
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
EXISTING GROUND
AutoCAD SHX Text 1.5"
AutoCAD SHX Text C1
AutoCAD SHX Text
LIGHT DUTY ASPHALT CONCRETE (AC) PAVEMENT
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text C3
AutoCAD SHX Text
PLAIN CONCRETE PAVEMENT
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text C4
AutoCAD SHX Text
HEAVY DUTY ASPHALT CONCRETE (AC) PAVEMENT
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
SLOPE (PER PLANS) 1% (MIN.) 1.5% (MAX.)
AutoCAD SHX Text C501
AutoCAD SHX Text C4
AutoCAD SHX Text C501
AutoCAD SHX Text C4
AutoCAD SHX Text
10' ASPHALT SHOULDER, SEE
AutoCAD SHX Text C501
AutoCAD SHX Text C4
AutoCAD SHX Text
10' ASPHALT SHOULDER, SEE
AutoCAD SHX Text
2% (MIN.) 10% (MAX.)
AutoCAD SHX Text
TAXIWAY CLEARANCE
AutoCAD SHX Text
2% (MIN.) 10% (MAX.)
AutoCAD SHX Text
TAXIWAY CLEARANCE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AMENDMENT 3
AutoCAD SHX Text 03-09-18
AutoCAD SHX Text
AutoCAD SHX Text
AMENDMENT 7
AutoCAD SHX Text 06-01-18
AutoCAD SHX Text
AutoCAD SHX Text
V E
M E
C
T I O
U S
H
H
O U
S E
C502
SHEET
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
US Army Corps of Engineers ®
Honolulu District
A
B
C
D
1 2 3 4 5
D E
S I G
N E
D
B
Y
A s i n d i c a t e d
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
78a
SHEET
IDENTIFICATION
OF
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
J O
I N
T
B
A S
E
P
E A
R L
H
A R
B O
R
H I C
K A
M
H
A W
A I I
I N
K
A
R C
H
L L C
D R
A W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L
A
L E
S I Z
E
A N
S I
D
C H
E C
K E
D
B
Y
I S
S U
E
D
A T
E
F I L
E
N
A M
E
D A
T E
S O
L I C
I T
A T
I O
N
N
O
W A
D
C O
N T
R A
F I
M
B E
R
H I C
K A
M
A
R
S
E
O
A H
U
H
A W
A I I
F Y
M
D
F
F
I G
H T
E
C
I L
I T
Y
G K
T
C A
D
K E
V
N
D E
S
P
E
K M
I W
I L E
I
R
O A
D
S
U I T
E
H O
N O
L U
L U
H
I
P
K N
M D
C
A l e r t
F a c i l i t y
S t r i p i n g
P l a n d w g
SIGNATURE LIC. EXPIRATION
4/30/20
THIS WORK WAS PREPARED BY ME OR UNDER MY
SUPERVISION AND CONSTRUCTION OF THIS PROJECT
WILL BE UNDER MY OBSERVATION. "OBSERVATION
OF CONSTRUCTION" IS DEFINED IN CHAPTER 16-115,
HAWAII ADMINISTRATIVE RULES, ENTITLED
"PROFESSIONAL ENGINEERS, ARCHITECTS,
SURVEYORS AND LANDSCAPE ARCHITECTS."
AutoCAD SHX Text No. 8200-C
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text
AutoCAD SHX Text
LICENSED
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text A
AutoCAD SHX Text S
AutoCAD SHX Text U
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text W
AutoCAD SHX Text A
AutoCAD SHX Text H
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text K
AutoCAD SHX Text E
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text N
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text N
AutoCAD SHX Text M
AutoCAD SHX Text
11.5" PORTLAND CEMENT CONCRETE
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text 6" AGGREGATE BASE COURSE, IN ACCORDANCE WITH UFC 3-260-02 AND SPECIFICATION SECTION 32 11 23 AND COMPACTED TO 100% RELATIVE COMPACTION
AutoCAD SHX Text NOTES: 1) SOFT AND YIELDING AREAS BELOW AREAS DESIGNATED TO RECEIVE FILL SHALL BE OVER-EXCAVATED TO EXPOSE FIRM SOFT AND YIELDING AREAS BELOW AREAS DESIGNATED TO RECEIVE FILL SHALL BE OVER-EXCAVATED TO EXPOSE FIRM MATERIAL AND BACKFILLED WITH WELL-COMPACTED FILL. AREAS TO RECEIVE FILLS AND THE FINISHED SUBGRADES IN CUT AREAS SHALL BE SCARIFIED TO AN 8" DEPTH, MOISTURE-CONDITIONED TO AT LEAST 2% ABOVE OPTIMUM MOISTURE, AND COMPACTED TO AT LEAST 90% RELATIVE COMPACTION (ASTM D1557). 2) FILLS AND BACKFILLS SHALL BE MOISTURE-CONDITIONED TO ABOUT 2% ABOVE OPTIMUM MOISTURE CONTENT, PLACED IN FILLS AND BACKFILLS SHALL BE MOISTURE-CONDITIONED TO ABOUT 2% ABOVE OPTIMUM MOISTURE CONTENT, PLACED IN LEVEL LIFTS NOT EXCEEDING 8" IN LOOSE THICKNESS, AND COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION. FINISHED SUBGRADE OF FILLS SUBJECTED TO VEHICULAR TRAFFIC, SUCH AS THE PAVEMENT FINISHED SUBGRADES, SHALL BE COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION (ASTM D1557). COMPACTION OF FILL MATERIALS SHALL BE ACCOMPLISHED BY SHEEPSFOOT ROLLERS, VIBRATORY ROLLERS, OR OTHER TYPES OF ACCEPTABLE COMPACTION EQUIPMENT. WATER TAMPING, JETTING, OR PONDING SHALL NOT BE ALLOWED TO COMPACT FILLS. 3) SUBGRADE SOILS UNDER PAVEMENT AREAS SHALL BE SCARIFIED TO AN 8" DEPTH, MOISTURE-CONDITIONED TO AT LEAST SUBGRADE SOILS UNDER PAVEMENT AREAS SHALL BE SCARIFIED TO AN 8" DEPTH, MOISTURE-CONDITIONED TO AT LEAST 2% ABOVE OPTIMUM MOISTURE CONTENT, AND COMPACTED TO A MINIMUM OF 100% RELATIVE COMPACTION. SOFT/LOOSE SOILS ENCOUNTERED AT THE PAVEMENT SUBGRADE LEVEL SHOULD BE OVER-EXCAVATED A MINIMUM OF 24 INCHES BELOW THE PAVEMENT SUBGRADE LEVEL. THE RESULTING OVER-EXCAVATION SHOULD BE BACKFILLED WITH OPEN-GRADED GRAVEL (ASTM C33, NO. 4 GRADATION) WRAPPED IN A NON-WOVEN GEOTEXTILE FABRIC. AGGREGATE BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95 AND 100% RELATIVE COMPACTION FOR RIGID AND FLEXIBLE PAVEMENTS, RESPECTIVELY. AGGREGATE SUBBASE COURSE FOR FLEXIBLE PAVEMENTS SHALL BE COMPACTED TO A MINIMUM OF 100% RELATIVE COMPACTION.
AutoCAD SHX Text C3
AutoCAD SHX Text
PLAIN CONCRETE PAVEMENT
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A3
AutoCAD SHX Text
FUEL TRAILER PAD
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text A1
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
%%UNOTES:
AutoCAD SHX Text
1) SEE &
AutoCAD SHX Text
FOR REINFORCING AND ADDITIONAL INFORMATION.
AutoCAD SHX Text
DIMENSIONS ON THIS DRAWING
AutoCAD SHX Text
TAKE PRECEDENCE.
AutoCAD SHX Text
2) CONTRACTOR SHALL MAKE
AutoCAD SHX Text
APPROPRIATE ADJUSTMENT IN
AutoCAD SHX Text
SHOP DRAWINGS AS REQUIRED
AutoCAD SHX Text
BY TRENCH DRAIN PRODUCT
AutoCAD SHX Text
DIMENSIONS.
AutoCAD SHX Text
TRENCH DRAIN
AutoCAD SHX Text C502
AutoCAD SHX Text A4
AutoCAD SHX Text C502
AutoCAD SHX Text C4
AutoCAD SHX Text A4
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text B4
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text C4
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text C502
AutoCAD SHX Text B4
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GRADE BREAK, TYP.
AutoCAD SHX Text
AutoCAD SHX Text
OUTLET PIPE, SEE MECH. DWGS
AutoCAD SHX Text PCC PAVEMENT, TYP. SEE SHT. C111a &C111a & &
AutoCAD SHX Text C517
AutoCAD SHX Text C5
AutoCAD SHX Text
OUTLET PIPE, SEE MECH. DWGS
AutoCAD SHX Text
WALL (BEYOND)
AutoCAD SHX Text
SLAB (BEYOND)
AutoCAD SHX Text PCC PAVEMENT, TYP. SEE SHT. C111a &C111a & &
AutoCAD SHX Text C517
AutoCAD SHX Text C5
AutoCAD SHX Text
TRENCH DRAIN DEPTH VARIES
AutoCAD SHX Text
LEAN CONCRETE ANCHOR SLAB 6" THICK BY 48" WIDE MINIMUM
AutoCAD SHX Text
AutoCAD SHX Text 3%%%
AutoCAD SHX Text
AutoCAD SHX Text 3%%%
AutoCAD SHX Text
AutoCAD SHX Text
ANCHORING DEVICE TO SECURE POSITION OF TRENCH DRAIN FRAME
AutoCAD SHX Text
TW=7.80 BW=7.38
AutoCAD SHX Text
TW=7.80 BW=7.27
AutoCAD SHX Text
TW=7.80 BW=7.26
AutoCAD SHX Text
TW=7.80 BW=7.37
AutoCAD SHX Text
TW=7.80 BW=5.80
AutoCAD SHX Text
TW=7.80 BW=5.80
AutoCAD SHX Text 5.47
AutoCAD SHX Text 5.47
AutoCAD SHX Text
TW=7.80 BW=5.80
AutoCAD SHX Text
TW=7.80 BW=5.80
AutoCAD SHX Text PCC PAVEMENT, TYP. SEE SHT. C111a &C111a & &
AutoCAD SHX Text C517
AutoCAD SHX Text C5
AutoCAD SHX Text
VARIES
AutoCAD SHX Text 2%%%
AutoCAD SHX Text
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
OUTLET PIPE, SEE MECH. DWGS
AutoCAD SHX Text TRENCH DRAIN - TRENCH FORMER MHD 12" BY ABT OR ZURN Z712-HDG FRAME AND GRATE SYSTEM OR APPROVED EQUAL
AutoCAD SHX Text
AutoCAD SHX Text 7.33
AutoCAD SHX Text 7.32
AutoCAD SHX Text
AMENDMENT 3
AutoCAD SHX Text 03-09-18
AutoCAD SHX Text
AutoCAD SHX Text
AMENDMENT 5
AutoCAD SHX Text 04-30-18
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AMENDMENT 7
AutoCAD SHX Text 06-01-18
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text S555
AutoCAD SHX Text A3
AutoCAD SHX Text S555
AutoCAD SHX Text B3
AutoCAD SHX Text BUTT OUTLET PIPE TO TRENCH FORMER PRIOR TO CONCRETE PLACEMENT OR CAST ADAPTER FITTING INTO CONCRETE AND CONNECT TO OUTLET PIPE PER MANUFACTURER'S INSTRUCTIONS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text TRENCH DRAIN - TRENCH FORMER MHD 12" BY ABT OR ZURN Z712-HDG FRAME AND GRATE SYSTEM OR APPROVED EQUAL
S
C E
L L A
N E
O U
S
D
E T
A I
C511
SHEET
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
US Army Corps of Engineers ®
Honolulu District
A
B
C
D
1 2 3 4 5
D E
S I G
N E
D
B
Y
A s i n d i c a t e d
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
SHEET
IDENTIFICATION
OF
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
J O
I N
T
B
A S
E
P
E A
R
B O
R
H I C
K A
M
H
A W
A I I
I N
K
A
R C
H
L
L C
D R
A W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L
A
L E
S I Z
E
A N
S I
D
C H
E C
K E
D
B
Y
I S
S U
E
D
A T
E
F I L
E
N
A M
E
D A
T E
S O
L I C
I T
A T
I O
N
N
O
W
A
D
C O
N T
R A
F I L
E
N
U M
B E
R
H I C
K A
M
A
R
S
E
O
A H
U
H
A W
A I I
F Y
K
N M
D
F
F
I G
H T
E
C
I L I T
Y
G K
T
C A
D
K E
V
N
D E
S
P
E
K M
I W
I L
E I
R
O A
D
S
U I T
E
H O
N O
L U
L U
H
I
P
K N
M D
C
A l e r t
F a c i l i t y
S t r i p i n g
P l a n d w g
SIGNATURE LIC. EXPIRATION
4/30/20
THIS WORK WAS PREPARED BY ME OR UNDER MY
SUPERVISION AND CONSTRUCTION OF THIS PROJECT
WILL BE UNDER MY OBSERVATION. "OBSERVATION
OF CONSTRUCTION" IS DEFINED IN CHAPTER 16-115,
HAWAII ADMINISTRATIVE RULES, ENTITLED
"PROFESSIONAL ENGINEERS, ARCHITECTS,
SURVEYORS AND LANDSCAPE ARCHITECTS."
AutoCAD SHX Text No. 8200-C
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text
AutoCAD SHX Text
LICENSED
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text A
AutoCAD SHX Text S
AutoCAD SHX Text U
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text W
AutoCAD SHX Text A
AutoCAD SHX Text H
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text K
AutoCAD SHX Text E
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text N
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text N
AutoCAD SHX Text M
AutoCAD SHX Text
AutoCAD SHX Text
AMENDMENT 7
AutoCAD SHX Text 06-01-18
AutoCAD SHX Text
CONCRETE BASE
AutoCAD SHX Text
1.5" (TYP.)
AutoCAD SHX Text
TRUSS ROD (3/8" MIN. DIA.)
AutoCAD SHX Text
TENSION WIRE
AutoCAD SHX Text
CARRIAGE BOLT
AutoCAD SHX Text
CORNER OR END PULL POST
AutoCAD SHX Text
TIE WIRES OR HOG RINGS (TYP.)
AutoCAD SHX Text 36"
AutoCAD SHX Text 6"
AutoCAD SHX Text
TRUSS ROD (3/8" MIN. DIA.)
AutoCAD SHX Text
10' MAXIMUM
AutoCAD SHX Text
TRUSS ROD (3/8" MIN. DIA.)
AutoCAD SHX Text
36" MIN.
AutoCAD SHX Text 2"
AutoCAD SHX Text
BRACE RAIL
AutoCAD SHX Text
CONCRETE BASE
AutoCAD SHX Text 6"
AutoCAD SHX Text
TIE WIRES OR CLIPS (TYP.)
AutoCAD SHX Text
10' O.C. MAXIMUM LINE POSTS TO BE EQUALLY SPACED
AutoCAD SHX Text
TENSION BAND (15" O.C. MAX. AND WITHIN 4" FROM TOP AND BOTTOM OF FABRIC)
AutoCAD SHX Text
FABRIC
AutoCAD SHX Text
TENSION BAR TO ENGAGE EACH FABRIC LINK
AutoCAD SHX Text
TENSION BAR
AutoCAD SHX Text
1.5" MIN 2.5" MAX
AutoCAD SHX Text
CHAIN-LINK FABRIC (9 GAGE, 2" MESH)
AutoCAD SHX Text
7' FABRIC WIDTH
AutoCAD SHX Text
10" MIN. DIA.
AutoCAD SHX Text
LINE POST
AutoCAD SHX Text
TOP RAIL OR TENSION WIRE
AutoCAD SHX Text 9-GAGE STEEL TIE WIRE (15" O.C. MAX. AND WITHIN 4" FROM TOP AND BOTTOM OF FABRIC)
AutoCAD SHX Text 9-GAGE STEEL TIE WIRE (15" O.C. MAX. AND WITHIN 4" FROM TOP AND BOTTOM OF FABRIC)
AutoCAD SHX Text
LINE POSTS
AutoCAD SHX Text
9-GAGE STEEL TIE WIRES (24" O.C. MAX.)
AutoCAD SHX Text
FABRIC
AutoCAD SHX Text
TOP, BOTTOM & BRACE RAILS
AutoCAD SHX Text
CORNER, END & PULL POSTS
AutoCAD SHX Text
USE AND SECTION
AutoCAD SHX Text
10' MAX.
AutoCAD SHX Text
TRUSS ROD
AutoCAD SHX Text
LINE POST
AutoCAD SHX Text
BRACE RAILS
AutoCAD SHX Text
NOTE: PROVIDE BRACE PANEL WHENEVER STRAIGHT RUNS EXCEED 500 FEET.
AutoCAD SHX Text
TRUSS ROD
AutoCAD SHX Text
PULL POST
AutoCAD SHX Text
BRACE RAILS
AutoCAD SHX Text
TUBULAR - ROUND
AutoCAD SHX Text 2.875" O.D.
AutoCAD SHX Text 2.375" O.D.
AutoCAD SHX Text 1.660" O.D.
AutoCAD SHX Text
TUBULAR - ROUND
AutoCAD SHX Text
TUBULAR - ROUND
AutoCAD SHX Text
STEEL POST SCHEDULE
AutoCAD SHX Text
BOTTOM OF FABRIC
AutoCAD SHX Text
TENSION WIRE
AutoCAD SHX Text
16" MIN. DIA.
AutoCAD SHX Text
TENSION BAND
AutoCAD SHX Text
LINE POST
AutoCAD SHX Text
TENSION WIRE
AutoCAD SHX Text
HOG RINGS (TYP.)
AutoCAD SHX Text
3 STRANDS OF 4 POINT BARBED WIRE
AutoCAD SHX Text NOTES: 1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO LIMIT OTHER TYPES OF FENCE SECTIONS AND METHODS OF INSTALLATION THAT COMPLY WITH THE SPECIFICATIONS. 2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL BE PLACED ON THE SIDE OPPOSITE THE SECURE AREA.
AutoCAD SHX Text
GRADE/TOP OF CONC. HEADER
AutoCAD SHX Text 6"x14" CONC. HEADER
AutoCAD SHX Text
GRADE/ TOP OF CONC. HEADER
AutoCAD SHX Text
MINIMUM OUTSIDE DIMENSIONS (NOM.)
AutoCAD SHX Text
CHAIN LINK FENCE SECURITY FENCE
AutoCAD SHX Text A1
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
%%UTENSION BAND DETAIL
AutoCAD SHX Text
%%UROUND POST
AutoCAD SHX Text
%%UEND OR GATE POST DETAIL
AutoCAD SHX Text
%%UFASTENING DETAILS
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
%%UROUND POST
AutoCAD SHX Text
%%UH-BEAM
AutoCAD SHX Text
%%UTOP OR BRACE RAIL ATTACHMENT
AutoCAD SHX Text
%%ULINE POST ATTACHMENTS
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
%%UBRACE PANEL DETAIL
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
%%UTRUSS ROD AND BAND
AutoCAD SHX Text
10' MAX.
AutoCAD SHX Text
GROUT SOLID
AutoCAD SHX Text
TOP OF EXISTING WALL
AutoCAD SHX Text
FENCE POST
AutoCAD SHX Text
12" MIN.
AutoCAD SHX Text
MATCH ADJACENT FENCE HEIGHT
AutoCAD SHX Text
TYPICAL FENCE MOUNTING ON CMU
AutoCAD SHX Text A3
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
VINYL PRIVACY SLATS, FULL LENGTH OF FABRIC, WHERE SHOWN ON PLANS
AutoCAD SHX Text
PULL POST
AutoCAD SHX Text
7' CHAIN LINK FENCE
AutoCAD SHX Text
TRACK FOR SLIDING GATE
AutoCAD SHX Text
GATE STOP
AutoCAD SHX Text 4"
AutoCAD SHX Text
2" X 2" FRAME
AutoCAD SHX Text
BOLT
AutoCAD SHX Text
SWIVEL
AutoCAD SHX Text
ROLLERS
AutoCAD SHX Text
TRUCK HANGER
AutoCAD SHX Text
GATE POST
AutoCAD SHX Text
TRACK
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
ROLLERS
AutoCAD SHX Text
GATE POST
AutoCAD SHX Text
3" DIAM. GALV. GATE POST
AutoCAD SHX Text
TRUCK BODY
AutoCAD SHX Text
2" X 2" VERT. FRAME
AutoCAD SHX Text
TRUCK WITH ROLLERS
AutoCAD SHX Text 9.5"
AutoCAD SHX Text 3.5"
AutoCAD SHX Text 7'-0"
AutoCAD SHX Text 4"
AutoCAD SHX Text 12"
AutoCAD SHX Text 2"
AutoCAD SHX Text
GATE FRAME
AutoCAD SHX Text
A.C. PAV'T.
AutoCAD SHX Text
2 - #4 CONT.
AutoCAD SHX Text
1/4" X 4ANCHOR AT 18" O.C.
AutoCAD SHX Text 1"x1" TRACK WHEEL GUIDE
AutoCAD SHX Text
TRACK WHEEL
AutoCAD SHX Text
METAL TRACK WHEEL
AutoCAD SHX Text
ONE PIECE TRACK AND TOP WHEEL
AutoCAD SHX Text 8"
AutoCAD SHX Text
SLIDING GATE
AutoCAD SHX Text D4
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
TRACK WHEEL AND BASE DETAIL
AutoCAD SHX Text C3
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
GATE STOP DETAIL
AutoCAD SHX Text C5
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
TRACK/TRUCK ASSEMBLY DETAIL
AutoCAD SHX Text B4
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text A4
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
BOTTOM GUIDE ROLLER ASSEMBLY DETAIL
AutoCAD SHX Text
8' HIGH/TALL BARBED WIRE FENCE HEIGHT
AutoCAD SHX Text
7' TALL CHAIN LINK FENCE HEIGHT
AutoCAD SHX Text
AutoCAD SHX Text *NOTE: NOTE: : CORNER ARM SHALL ALSO ANGLE HORIZONTALLY (45°). FOR 7' TALL CHAINLINK FENCE, OMIT BARBED WIRE AND ARMS.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ARM DETAILS
AutoCAD SHX Text B3
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
%%UEND/CORNER POST
AutoCAD SHX Text
%%UGATE/PULL/LINE POST
AutoCAD SHX Text
LOCK PIN OR Z CUT IN BARBWIRE ARM (TYP.)
AutoCAD SHX Text
1/4" LARGE FLANGE STRUCTURAL BLIND RIVET (TYP)
AutoCAD SHX Text B3
AutoCAD SHX Text
ARM, SEE
AutoCAD SHX Text B3
AutoCAD SHX Text
ARM, TYP., SEE
AutoCAD SHX Text
16" MIN. DIA.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
1/4" LARGE FLANGE STRUCTURAL BLIND RIVET (TYP)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
S
C E
L L A
N E
O U
S
D
E T
A I
C512
SHEET
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
US Army Corps of Engineers ®
Honolulu District
A
B
C
D
1 2 3 4 5
D E
S I G
N E
D
B
Y
A s i n d i c a t e d
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
SHEET
IDENTIFICATION
OF
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
J O
I N
T
B
A S
E
P
E A
R
B O
R
H I C
K A
M
H
A W
A I I
I N
K
A
R C
H
L
L C
D R
A W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L
A
L E
S I Z
E
A N
S I
D
C H
E C
K E
D
B
Y
I S
S U
E
D
A T
E
F I L
E
N
A M
E
D A
T E
S O
L I C
I T
A T
I O
N
N
O
W
A
D
C O
N T
R A
F I L
E
N
U M
B E
R
H I C
K A
M
A
R
S
E
O
A H
U
H
A W
A I I
F Y
K
N M
D
F
F
I G
H T
E
C
I L I T
Y
G K
T
C A
D
K E
V
N
D E
S
P
E
K M
I W
I L
E I
R
O A
D
S
U I T
E
H O
N O
L U
L U
H
I
P
K N
M D
C
A l e r t
F a c i l i t y
S t r i p i n g
P l a n d w g
SIGNATURE LIC. EXPIRATION
4/30/20
THIS WORK WAS PREPARED BY ME OR UNDER MY
SUPERVISION AND CONSTRUCTION OF THIS PROJECT
WILL BE UNDER MY OBSERVATION. "OBSERVATION
OF CONSTRUCTION" IS DEFINED IN CHAPTER 16-115,
HAWAII ADMINISTRATIVE RULES, ENTITLED
"PROFESSIONAL ENGINEERS, ARCHITECTS,
SURVEYORS AND LANDSCAPE ARCHITECTS."
AutoCAD SHX Text No. 8200-C
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text
AutoCAD SHX Text
LICENSED
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text A
AutoCAD SHX Text S
AutoCAD SHX Text U
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text W
AutoCAD SHX Text A
AutoCAD SHX Text H
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text K
AutoCAD SHX Text E
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text N
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text N
AutoCAD SHX Text M
AutoCAD SHX Text
AutoCAD SHX Text
AMENDMENT 7
AutoCAD SHX Text 06-01-18
AutoCAD SHX Text
%%UNOTES:
AutoCAD SHX Text
SAND/GRAVEL
AutoCAD SHX Text 10"
AutoCAD SHX Text
6" %%C CONCRETE
AutoCAD SHX Text 24"
AutoCAD SHX Text
TRUSS ROD (0.375" MIN. DIA.)
AutoCAD SHX Text
DROP ROD
AutoCAD SHX Text
LATCH
AutoCAD SHX Text
GATE FRAME
AutoCAD SHX Text
HINGES
AutoCAD SHX Text
GATE LEAF
AutoCAD SHX Text
GATE LEAF
AutoCAD SHX Text
CHAIN LINK FENCE
AutoCAD SHX Text
16" MIN. DIA.
AutoCAD SHX Text
2" MIN. 4" MAX.
AutoCAD SHX Text
CHAIN-LINK FABRIC (9 GAGE, 2" MESH)
AutoCAD SHX Text
1. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS, LATCH ASSEMBLY, AND SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS, LATCH ASSEMBLY, AND GATE KEEPERS EXCEPT AS NOTED. 2. ALL GATE FRAMES SHALL BE A MINIMUM 1.9" NOMINAL (ROUND) OR 2.0" NOMINAL (SQUARE). ALL GATE FRAMES SHALL BE A MINIMUM 1.9" NOMINAL (ROUND) OR 2.0" NOMINAL (SQUARE). GATE FRAMES SHALL BE OF WELDED CONSTRUCTION OR SHALL BE ASSEMBLED USING HEAVY FITTINGS. AT CONTRACTOR'S OPTION A WELDED HORIZONTAL BRACE MAY BE USED IN LIEU OF TRUSS RODS TO BRACE ALL WELDED GATE FRAMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER RIGID CONSTRUCTION OF ALL GATES SUPPLIED.
AutoCAD SHX Text
6' OR LESS
AutoCAD SHX Text
MORE THAN 6' TO 13'
AutoCAD SHX Text
4.00" OD
AutoCAD SHX Text
2.875" OD
AutoCAD SHX Text
OUTSIDE DIMENSION (NOMINAL)
AutoCAD SHX Text
GATE LEAF WIDTH (NOMINAL)
AutoCAD SHX Text
STEEL GATE POST SCHEDULE
AutoCAD SHX Text
SWING GATE DETAILS
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text D3
AutoCAD SHX Text
%%USTANDARD HINGE
AutoCAD SHX Text
%%UOFFSET HINGE
AutoCAD SHX Text
%%UGATE KEEPER (TO HOLD GATE OPEN)
AutoCAD SHX Text
%%UDROP ROD FOUNDATION
AutoCAD SHX Text
%%ULATCH ASSEMBLY
AutoCAD SHX Text
%%UDROP ROD ASSEMBLY
AutoCAD SHX Text 6"
AutoCAD SHX Text
1" ID STEEL PIPE CENTERED IN CONCRETE
AutoCAD SHX Text 1"
Au…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it.