HomeMy WebLinkAboutRNT - Bid Final Plans - WSK & 243 Bldg Aprons_BIDRE
N
T
O
N
M
U
N
I
C
I
P
A
L
A
I
R
P
O
R
T
(
R
N
T
)
-
R
E
N
T
O
N
,
W
A
WW
W
.
D
O
W
L
.
C
O
M
WI
N
D
S
O
C
K
&
2
4
3
B
L
D
G
.
G
A
A
P
R
O
N
&
P
A
R
K
I
N
G
L
O
T
R
E
H
A
B
I
L
I
T
A
T
I
O
N
22
C2
5
0
0
0
6
8
7
LU
A
2
4
-
0
0
0
2
9
9
PR
2
4
-
0
0
0
0
6
3
CITY OF RENTON
RENTON MUNICIPAL AIRPORT (RNT)
WINDSOCK & 243 BLDG. GA APRON &
PARKING LOT REHABILITATION
CAG-25-013
FEBRUARY 2025
SHEET INDEX
SHEET NO.SHEET NAME
PROJECT LOCATION
VICINITY MAP
PROJECT
SITE
243 BLDG
APRON &
PARKING
LOT
WIND SOCK
GA APRON
C1
CO
V
E
R
S
H
E
E
T
ABBREVIATIONSLEGEND
RA
M
P
PAV
E
D
PAVED
PAVED
PAVED PARKING
PAVED
PAV
E
D
PAVED
WIND SOCK AIRP
O
R
T
PRO
P
E
R
T
Y
FH
PAVED
PAV
E
D
PAV
E
D
MBX
TAXIWAY A
RAINIER AVE N
LOGAN AV
E
N
RUNWAY 16-34
W. PERIMETER
R
O
A
D
600 BLDG
500
BLDG
540
BLDG
800
BLDG
E. PERIMETER
R
O
A
D
TAXIWAY B
WIND SOCK
GA APRON
APRON CAPRON B
AI
R
P
O
R
T
W
A
Y
APRON D
COMPASS
ROSE
APRON R
750 BLDG
A7
B
7
B6
A6
B
5
A5
B4
A4
B3
A
3
A2
A1
TAXIWAY B
616 BLDG
AIRPORT BEACON
AIRPORT MAINTENANCE BLDG
243
BLDG
WORK AREA #1
WORK AREA #2
BOEING AIRCRAFT BRIDGE
VEHICLE GATE V10
VEHICLE GATE V7
APRON A
PED GATE P10
CEDAR RIVER
C
O
M
M
E
R
C
I
A
L
W
A
T
E
R
W
A
Y
RE
N
T
O
N
M
U
N
I
C
I
P
A
L
A
I
R
P
O
R
T
(
R
N
T
)
-
R
E
N
T
O
N
,
W
A
WW
W
.
D
O
W
L
.
C
O
M
WI
N
D
S
O
C
K
&
2
4
3
B
L
D
G
.
G
A
A
P
R
O
N
&
P
A
R
K
I
N
G
L
O
T
R
E
H
A
B
I
L
I
T
A
T
I
O
N
22
C2
5
0
0
0
6
8
7
LU
A
2
4
-
0
0
0
2
9
9
PR
2
4
-
0
0
0
0
6
3
C2
CO
N
S
T
R
U
C
T
I
O
N
S
I
T
E
P
L
A
N
GENERAL NOTES:
LEGEND:
PERMIT INFORMATION:
ABBREVIATIONS:
RA
M
P
PAV
E
D
PAVED
PAVED
PAVED PARKING
PAVED
PAV
E
D
PAVED
WIND SOCK AIR
P
O
R
T
PRO
P
E
R
T
Y
FH
PAVED
PAV
E
D
PAV
E
D
MBX
TAXIWAY A
RAINIER AVE
N
CEDAR RIVER
C
O
M
M
E
R
C
I
A
L
W
A
T
E
R
W
A
Y
LOGAN AV
E
N
RUNWAY 16-34
W. PERIMETER
R
O
A
D
E. PERIMETER R
O
A
D
TAXIWAY B
WIND SOCK
GA APRON
APRON CAPRON B
APRON A
AI
R
P
O
R
T
W
A
Y
APRON D
COMPASS
ROSE
APRON R
RE
N
T
O
N
M
U
N
I
C
I
P
A
L
A
I
R
P
O
R
T
(
R
N
T
)
-
R
E
N
T
O
N
,
W
A
WW
W
.
D
O
W
L
.
C
O
M
WI
N
D
S
O
C
K
&
2
4
3
B
L
D
G
.
G
A
A
P
R
O
N
&
P
A
R
K
I
N
G
L
O
T
R
E
H
A
B
I
L
I
T
A
T
I
O
N
22
C2
5
0
0
0
6
8
7
LU
A
2
4
-
0
0
0
2
9
9
PR
2
4
-
0
0
0
0
6
3
C3
SU
R
V
E
Y
C
O
N
T
R
O
L
P
L
A
N
SURVEY NOTES:SURVEY CONTROL:
LEGEND:
SURVEY CONTROL POINT TABLE:
CEDAR RIV
E
R
C
O
M
M
E
R
C
I
A
L
W
A
T
E
R
W
A
Y
COMPASS
ROSE
TAXIWAY B
BLDG 749B
BLDG 749A
TW
Y
B
4
T
W
Y
B
5
E. PERIMETE
R
R
O
A
D
RUNWAY 16-34
PROPERTY L
I
N
E
44.50'
44.50'
CONTRACTOR'S PRIMARY
STOCKPILE AND STAGING AREA
WORK AREA
BIRD CANNON
PLACE BARRICADES TO
BLOCK OFF PEDESTRIAN ACCESS
100-YEAR FLOOD LINE
20' MIN
FIRE LANE
NON-MOVEMENT AREA LINE -
DO NOT CROSS AT ANY TIME
3'
RE
N
T
O
N
M
U
N
I
C
I
P
A
L
A
I
R
P
O
R
T
(
R
N
T
)
-
R
E
N
T
O
N
,
W
A
WW
W
.
D
O
W
L
.
C
O
M
WI
N
D
S
O
C
K
&
2
4
3
B
L
D
G
.
G
A
A
P
R
O
N
&
P
A
R
K
I
N
G
L
O
T
R
E
H
A
B
I
L
I
T
A
T
I
O
N
22
C2
5
0
0
0
6
8
7
LU
A
2
4
-
0
0
0
2
9
9
PR
2
4
-
0
0
0
0
6
3
C4
CO
N
S
T
R
U
C
T
I
O
N
S
A
F
E
T
Y
&
PH
A
S
I
N
G
P
L
A
N
WORK AREA #1 - PHASE 1: WINDSOCK APRON PAVEMENT REHABILITATION
ALLOWED DURATION: 28 WORKING DAYS
ALLOWED WORK HOURS:8:00 AM - 6:00 PM
RUNWAY STATUS:RUNWAY 16/34 OPEN
TAXIWAY/TAXILANE STATUS:WINDSOCK APRON TAXILANES
CLOSED, ALL OTHER
TAXIWAYS/TAXILANES OPEN
APRON STATUS:WINDSOCK APRON CLOSED, ALL
OTHER APRONS OPEN
IMPORTANT PHASE NOTES:
1)CONTRACTOR SHALL PLACE LOW-PROFILE BARRICADES ON
APRON SIDE OF NON-MOVEMENT LINE PRIOR TO BEGINNING
ANY WORK DAY.
2)CONTRACTOR SHALL NOT CROSS NON-MOVEMENT AREA LINE
AT ANY TIME WITHOUT ATCT CLEARANCE.
PHASING ELEMENTS (PRIOR TO BEGINNING PHASE 1 WORK):
1)CONDUCT PRE-CONSTRUCTION MEETING A MINIMUM OF 1
WEEK PRIOR TO PROJECT COMMENCEMENT.
2)COORDINATE WITH AIRPORT STAFF TO ENSURE AIRCRAFTS
HAVE BEEN RELOCATED PRIOR TO THE START OF WORK.
3)ALL DRIVERS EXPECTED TO OPERATE VEHICLES IN ACTIVE
AIRCRAFT OPERATIONAL AREAS DURING PHASE 1 MUST VIEW
FAA GUIDE TO GROUND VEHICLE OPERATIONS PRIOR TO THE
START OF WORK.
4)PLACE LOW PROFILE BARRICADES AS SHOWN.
5)CONFIRM LIMITS OF FULL DEPTH PAVEMENT
RECONSTRUCTION WITH THE RPR.
WORK ELEMENTS:
1)CONFIRM LOW PROFILE BARRICADE LOCATIONS WITH THE
ENGINEER.
2)INSTALL CONSTRUCTION FENCING AND TESC MEASURES
AROUND WORK AREAS.
3)COMPLETE FULL DEPTH PAVEMENT RECONSTRUCTION.
4)INSTALL NEW TIEDOWN ANCHORS
5)COMPLETE INITIAL PAINT MARKINGS
PHASING ELEMENTS (FOLLOWING COMPLETION OF PHASE 1 WORK):
1)COMPLETE INTERIM INSPECTION CHECKLIST AT THE END OF
PHASE 1.
LEGEND:
CONTRACTOR HAUL ROUTE
AIRCRAFT TAXI ROUTE
WORK AREA
CONTRACTOR'S STAGING AREA
LOW PROFILE BARRICADE
FIRE LANE
PROPERTY LINE
TAXIWAY OBJECT FREE AREA
FLOODWAY
C12
1
WORK AREA #1 - PHASE 1 NOTES:
CONSTRUCTION PHASING KEYNOTES:
PLACE LOW PROFILE BARRICADE PER
DETAIL SHEET
PLACE TEMPORARY TRAFFIC SAFETY
CONES OR DRUMS
C12
1
PHASING SUMMARY
PHASE DESCRIPTION RUNWAY
STATUS
TAXIWAY &
TAXILANE STATUS APRON STATUS ALLOWABLE
WORK HOURS DURATION
WORK AREA #1 - WINDSOCK APRON
1
WINDSOCK APRON FULL DEPTH
RECONSTRUCTION, TIEDOWN
INSTALLATION AND INITIAL
MARKING
RUNWAY 16-34
OPEN
WINDSOCK APRON TAXILANES
CLOSED, ALL OTHER TAXIWAYS AND
TAXILANES OPEN
WINDSOCK APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 28 WORKING
DAYS
30 CALENDAR DAYS BETWEEN COMPLETION OF FINAL PAVING AND STRIPING OF FINAL PAVEMENT MARKINGS
2 FINAL PAINT MARKINGS RUNWAY 16-34
OPEN
WINDSOCK APRON TAXILANES
CLOSED, ALL OTHER TAXIWAYS AND
TAXILANES OPEN
WINDSOCK APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 4 HOURS
WORK AREA #1 PROJECT DURATION:29 WORKING
DAYS
WORK AREA #2 - BUILDING 243 APRON AND PARKING LOT
1
BUILDING 243 APRON FULL
DEPTH RECONSTRUCTION,
TIEDOWN INSTALLATION AND
INITIAL MARKING
RUNWAY 16-34
OPEN
BUILDING 243 APRON TAXILANE
CLOSED, ALL OTHER TAXIWAYS AND
TAXILANES OPEN
NORTH HALF OF 243
BUILDING APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 13 WORKING
DAYS
2
BUILDING 243 APRON FULL
DEPTH RECONSTRUCTION AND
INITIAL MARKING
RUNWAY 16-34
OPEN
ALL TAXIWAYS AND TAXILANES
OPEN
SOUTH HALF OF 243
BUILDING APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 5 WORKING
DAYS
3A
VEHICLE GATE V10 RELOCATION
AND DRIVE AISLE (OUTSIDE AOA)
FULL DEPTH RECONSTRUCTION
AND INITIAL MARKING
RUNWAY 16-34
OPEN
ALL TAXIWAYS AND TAXILANES
OPEN ALL APRONS OPEN 8:00 AM - 6:00 PM 8 WORKING
DAYS
3B
DRIVE AISLE (INSIDE AOA) FULL
DEPTH RECONSTRUCTION AND
INITIAL MARKING
RUNWAY 16-34
OPEN
ALL TAXIWAYS AND TAXILANES
OPEN ALL APRONS OPEN 8:00 AM - 6:00 PM 2 WORKING
DAYS
4
BUILDING 243 PARKING LOT FULL
DEPTH RECONSTRUCTION,
LANDSCAPE ISLAND
CONSTRUCTION AND INITIAL
MARKING
RUNWAY 16-34
OPEN
ALL TAXIWAYS AND TAXILANES
OPEN ALL APRONS OPEN 8:00 AM - 6:00 PM 8 WORKING
DAYS
30 CALENDAR DAYS BETWEEN COMPLETION OF FINAL PAVING AND STRIPING OF FINAL PAVEMENT MARKINGS
5 FINAL PAINT MARKINGS RUNWAY 16-34
OPEN
243 BUILDING APRON TAXILANE
CLOSED, ALL OTHER TAXIWAYS AND
TAXILANES OPEN
243 BUILDING APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 4 HOURS
WORK AREA #2 PROJECT DURATION:37 WORKING
DAYS
TOTAL ALLOWABLE CONSTRUCTION DURATION FOR ALL WORK 66 WORKING
DAYS
CEDAR RIV
E
R
C
O
M
M
E
R
C
I
A
L
W
A
T
E
R
W
A
Y
COMPASS
ROSE
TAXIWAY B
BLDG 749B
BLDG 749A
TW
Y
B
4
T
W
Y
B
5
E. PERIMETE
R
R
O
A
D
RUNWAY 16-34
PROPERTY L
I
N
E
44.50'
44.50'
CONTRACTOR'S PRIMARY
STOCKPILE AND STAGING AREA
WORK AREA
BIRD CANNON
PLACE BARRICADES TO
BLOCK OFF PEDESTRIAN ACCESS
20' MIN.
FIRE LANE
100-YEAR FLOOD LINE
NON-MOVEMENT AREA LINE -
DO NOT CROSS AT ANY TIME
3'
RE
N
T
O
N
M
U
N
I
C
I
P
A
L
A
I
R
P
O
R
T
(
R
N
T
)
-
R
E
N
T
O
N
,
W
A
WW
W
.
D
O
W
L
.
C
O
M
WI
N
D
S
O
C
K
&
2
4
3
B
L
D
G
.
G
A
A
P
R
O
N
&
P
A
R
K
I
N
G
L
O
T
R
E
H
A
B
I
L
I
T
A
T
I
O
N
22
C2
5
0
0
0
6
8
7
LU
A
2
4
-
0
0
0
2
9
9
PR
2
4
-
0
0
0
0
6
3
C5
CO
N
S
T
R
U
C
T
I
O
N
S
A
F
E
T
Y
&
PH
A
S
I
N
G
P
L
A
N
WORK AREA #1 - PHASE 2: WINDSOCK APRON FINAL PAVEMENT MARKINGS
ALLOWED DURATION: 4 HOURS (WITHIN TIME ALLOTTED
FOR WORK AREA 2)
ALLOWED WORK HOURS:8:00 AM - 6:00 PM
RUNWAY STATUS:RUNWAY 16/34 OPEN
TAXIWAY/TAXILANE STATUS:WINDSOCK APRON TAXILANES
CLOSED, ALL OTHER
TAXIWAYS/TAXILANES OPEN
APRON STATUS:WINDSOCK APRON CLOSED, ALL
OTHER APRONS OPEN
IMPORTANT PHASING NOTES:
1.CONTRACTOR SHALL PLACE LOW-PROFILE BARRICADES ON
APRON SIDE OF NON-MOVEMENT LINE PRIOR TO BEGINNING
ANY WORK.
2.CONTRACTOR SHALL NOT CROSS NON-MOVEMENT AREA LINE
AT ANY TIME WITHOUT ATCT CLEARANCE.
PHASING ELEMENTS (PRIOR TO BEGINNING PHASE 2 WORK):
1)COORDINATE WITH AIRPORT STAFF TO ENSURE AIRCRAFTS
HAVE BEEN RELOCATED PRIOR TO THE START OF WORK.
2)PLACE LOW PROFILE BARRICADES AS SHOWN.
WORK ELEMENTS:
1)CONFIRM LOW PROFILE BARRICADE LOCATIONS WITH THE
ENGINEER.
2)COMPLETE FINAL PAINT MARKINGS
PHASING ELEMENTS (FOLLOWING COMPLETION OF PHASE 2 WORK):
1)COMPLETE FINAL INSPECTION CHECKLIST AT THE END OF
WORK AREA 1 PHASE 2.
WORK AREA #1 - PHASE 2 NOTES:
CONSTRUCTION PHASING KEYNOTES:
PLACE LOW PROFILE BARRICADE PER
DETAIL SHEET
PLACE TEMPORARY TRAFFIC SAFETY
CONES OR DRUMS
C12
1
LEGEND:
CONTRACTOR HAUL ROUTE
AIRCRAFT TAXI ROUTE
WORK AREA
CONTRACTOR'S STAGING AREA
LOW PROFILE BARRICADE
FIRE LANE
PROPERTY LINE
TAXIWAY OBJECT FREE AREA
FLOODWAY
C12
1
PHASING SUMMARY
PHASE DESCRIPTION RUNWAY
STATUS
TAXIWAY &
TAXILANE STATUS APRON STATUS ALLOWABLE
WORK HOURS DURATION
WORK AREA #1 - WINDSOCK APRON
1
WINDSOCK APRON FULL DEPTH
RECONSTRUCTION, TIEDOWN
INSTALLATION AND INITIAL
MARKING
RUNWAY 16-34
OPEN
WINDSOCK APRON TAXILANES
CLOSED, ALL OTHER TAXIWAYS AND
TAXILANES OPEN
WINDSOCK APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 28 WORKING
DAYS
30 CALENDAR DAYS BETWEEN COMPLETION OF FINAL PAVING AND STRIPING OF FINAL PAVEMENT MARKINGS
2 FINAL PAINT MARKINGS RUNWAY 16-34
OPEN
WINDSOCK APRON TAXILANES
CLOSED, ALL OTHER TAXIWAYS AND
TAXILANES OPEN
WINDSOCK APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 4 HOURS
WORK AREA #1 PROJECT DURATION:29 WORKING
DAYS
WORK AREA #2 - BUILDING 243 APRON AND PARKING LOT
1
BUILDING 243 APRON FULL
DEPTH RECONSTRUCTION,
TIEDOWN INSTALLATION AND
INITIAL MARKING
RUNWAY 16-34
OPEN
BUILDING 243 APRON TAXILANE
CLOSED, ALL OTHER TAXIWAYS AND
TAXILANES OPEN
NORTH HALF OF 243
BUILDING APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 13 WORKING
DAYS
2
BUILDING 243 APRON FULL
DEPTH RECONSTRUCTION AND
INITIAL MARKING
RUNWAY 16-34
OPEN
ALL TAXIWAYS AND TAXILANES
OPEN
SOUTH HALF OF 243
BUILDING APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 5 WORKING
DAYS
3A
VEHICLE GATE V10 RELOCATION
AND DRIVE AISLE (OUTSIDE AOA)
FULL DEPTH RECONSTRUCTION
AND INITIAL MARKING
RUNWAY 16-34
OPEN
ALL TAXIWAYS AND TAXILANES
OPEN ALL APRONS OPEN 8:00 AM - 6:00 PM 8 WORKING
DAYS
3B
DRIVE AISLE (INSIDE AOA) FULL
DEPTH RECONSTRUCTION AND
INITIAL MARKING
RUNWAY 16-34
OPEN
ALL TAXIWAYS AND TAXILANES
OPEN ALL APRONS OPEN 8:00 AM - 6:00 PM 2 WORKING
DAYS
4
BUILDING 243 PARKING LOT FULL
DEPTH RECONSTRUCTION,
LANDSCAPE ISLAND
CONSTRUCTION AND INITIAL
MARKING
RUNWAY 16-34
OPEN
ALL TAXIWAYS AND TAXILANES
OPEN ALL APRONS OPEN 8:00 AM - 6:00 PM 8 WORKING
DAYS
30 CALENDAR DAYS BETWEEN COMPLETION OF FINAL PAVING AND STRIPING OF FINAL PAVEMENT MARKINGS
5 FINAL PAINT MARKINGS RUNWAY 16-34
OPEN
243 BUILDING APRON TAXILANE
CLOSED, ALL OTHER TAXIWAYS AND
TAXILANES OPEN
243 BUILDING APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 4 HOURS
WORK AREA #2 PROJECT DURATION:37 WORKING
DAYS
TOTAL ALLOWABLE CONSTRUCTION DURATION FOR ALL WORK 66 WORKING
DAYS
J-B
O
X
J-B
O
X
62'
AI
R
P
O
R
T
W
A
Y
W.
P
E
R
I
M
E
T
E
R
R
O
A
D
243
BLDG
DRIVE L
A
N
E
APRON
250
HANGAR
PARKING
LOT
TW
Y
A
7
TAXIWAY A
RUNWAY 16-34
W. PERIMETER ROAD
EXISTING VEHICLE
GATE V7
PR
O
P
E
R
T
Y
L
I
N
E
APRON B
PEDESTRIAN
GATE P10
CONTRACTOR'S PRIMARY
STOCKPILE AND STAGING AREA
RE
N
T
O
N
M
U
N
I
C
I
P
A
L
A
I
R
P
O
R
T
(
R
N
T
)
-
R
E
N
T
O
N
,
W
A
WW
W
.
D
O
W
L
.
C
O
M
WI
N
D
S
O
C
K
&
2
4
3
B
L
D
G
.
G
A
A
P
R
O
N
&
P
A
R
K
I
N
G
L
O
T
R
E
H
A
B
I
L
I
T
A
T
I
O
N
22
C2
5
0
0
0
6
8
7
LU
A
2
4
-
0
0
0
2
9
9
PR
2
4
-
0
0
0
0
6
3
C6
CO
N
S
T
R
U
C
T
I
O
N
S
A
F
E
T
Y
&
PH
A
S
I
N
G
P
L
A
N
PHASING SUMMARY
PHASE DESCRIPTION RUNWAY
STATUS
TAXIWAY &
TAXILANE STATUS APRON STATUS ALLOWABLE
WORK HOURS DURATION
WORK AREA #1 - WINDSOCK APRON
1
WINDSOCK APRON FULL DEPTH
RECONSTRUCTION, TIEDOWN
INSTALLATION AND INITIAL
MARKING
RUNWAY 16-34
OPEN
WINDSOCK APRON TAXILANES
CLOSED, ALL OTHER TAXIWAYS AND
TAXILANES OPEN
WINDSOCK APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 28 WORKING
DAYS
30 CALENDAR DAYS BETWEEN COMPLETION OF FINAL PAVING AND STRIPING OF FINAL PAVEMENT MARKINGS
2 FINAL PAINT MARKINGS RUNWAY 16-34
OPEN
WINDSOCK APRON TAXILANES
CLOSED, ALL OTHER TAXIWAYS AND
TAXILANES OPEN
WINDSOCK APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 4 HOURS
WORK AREA #1 PROJECT DURATION:29 WORKING
DAYS
WORK AREA #2 - BUILDING 243 APRON AND PARKING LOT
1
BUILDING 243 APRON FULL
DEPTH RECONSTRUCTION,
TIEDOWN INSTALLATION AND
INITIAL MARKING
RUNWAY 16-34
OPEN
BUILDING 243 APRON TAXILANE
CLOSED, ALL OTHER TAXIWAYS AND
TAXILANES OPEN
NORTH HALF OF 243
BUILDING APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 13 WORKING
DAYS
2
BUILDING 243 APRON FULL
DEPTH RECONSTRUCTION AND
INITIAL MARKING
RUNWAY 16-34
OPEN
ALL TAXIWAYS AND TAXILANES
OPEN
SOUTH HALF OF 243
BUILDING APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 5 WORKING
DAYS
3A
VEHICLE GATE V10 RELOCATION
AND DRIVE AISLE (OUTSIDE AOA)
FULL DEPTH RECONSTRUCTION
AND INITIAL MARKING
RUNWAY 16-34
OPEN
ALL TAXIWAYS AND TAXILANES
OPEN ALL APRONS OPEN 8:00 AM - 6:00 PM 8 WORKING
DAYS
3B
DRIVE AISLE (INSIDE AOA) FULL
DEPTH RECONSTRUCTION AND
INITIAL MARKING
RUNWAY 16-34
OPEN
ALL TAXIWAYS AND TAXILANES
OPEN ALL APRONS OPEN 8:00 AM - 6:00 PM 2 WORKING
DAYS
4
BUILDING 243 PARKING LOT FULL
DEPTH RECONSTRUCTION,
LANDSCAPE ISLAND
CONSTRUCTION AND INITIAL
MARKING
RUNWAY 16-34
OPEN
ALL TAXIWAYS AND TAXILANES
OPEN ALL APRONS OPEN 8:00 AM - 6:00 PM 8 WORKING
DAYS
30 CALENDAR DAYS BETWEEN COMPLETION OF FINAL PAVING AND STRIPING OF FINAL PAVEMENT MARKINGS
5 FINAL PAINT MARKINGS RUNWAY 16-34
OPEN
243 BUILDING APRON TAXILANE
CLOSED, ALL OTHER TAXIWAYS AND
TAXILANES OPEN
243 BUILDING APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 4 HOURS
WORK AREA #2 PROJECT DURATION:37 WORKING
DAYS
TOTAL ALLOWABLE CONSTRUCTION DURATION FOR ALL WORK 66 WORKING
DAYS
WORK AREA #2 - PHASE 1: BUILDING 243 APRON PAVEMENT REHABILITATION
ALLOWED DURATION: 13 WORKING DAYS
ALLOWED WORK HOURS:8:00 AM - 6:00 PM
RUNWAY STATUS:RUNWAY 16/34 OPEN
TAXIWAY/TAXILANE STATUS:243 BUILDING APRON TAXILANE CLOSED, ALL
OTHER TAXIWAYS/TAXILANES OPEN
APRON STATUS:NORTH HALF OF 243 BUILDING APRON
CLOSED, WINDSOCK APRON CLOSED, ALL
OTHER APRONS OPEN
IMPORTANT PHASING NOTES:
1)COORDINATE WITH AIRPORT ENGINEER A MINIMUM OF 72-HOURS PRIOR
TO STARTING WORK IN THIS PHASE TO ALLOW FOR RELOCATION OF
AIRCRAFT IN 250 HANGAR.
PHASING ELEMENTS (PRIOR TO BEGINNING PHASE 1 WORK):
1)COORDINATE WITH AIRPORT STAFF TO REMOVE AIRCRAFT FROM
EXISTING HANGAR PRIOR TO START OF CONSTRUCTION.
2)CONDUCT PRE-CONSTRUCTION MEETING A MINIMUM OF 1 WEEK PRIOR
TO PROJECT COMMENCEMENT.
3)ALL DRIVERS EXPECTED TO OPERATE VEHICLES IN ACTIVE AIRCRAFT
OPERATIONAL AREAS DURING PHASE 1 MUST VIEW FAA GUIDE TO
GROUND VEHICLE OPERATIONS PRIOR TO THE START OF WORK.
4)PLACE LOW PROFILE BARRICADES AS SHOWN.
5)CONFIRM CLEARING AND GRUBBING LIMITS WITH THE RPR.
6)CONFIRM LIMITS OF FULL DEPTH PAVEMENT RECONSTRUCTION WITH
THE RPR.
WORK ELEMENTS:
1)CONFIRM LOW PROFILE BARRICADE LOCATIONS WITH THE ENGINEER.
2)INSTALL CONSTRUCTION FENCING AND TESC MEASURES AROUND WORK
AREAS.
3)COMPLETE CLEARING AND GRUBBING IN WORK AREAS.
4)COMPLETE FULL DEPTH PAVEMENT RECONSTRUCTION.
5)INSTALL NEW TIEDOWN ANCHORS
6)COMPLETE INITIAL PAINT MARKINGS
PHASING ELEMENTS (FOLLOWING COMPLETION OF PHASE 1 WORK):
1)COMPLETE INTERIM INSPECTION CHECKLIST AT THE END OF WORK
AREA 2, PHASE 1..
LEGEND:
CONTRACTOR HAUL ROUTE
AIRCRAFT TAXI ROUTE
WORK AREA
CONTRACTOR'S STAGING AREA
LOW PROFILE BARRICADE
TRAFFIC SAFETY CONES OR DRUMS
PROPERTY LINE
TAXIWAY OBJECT FREE AREA
LANE CLOSURE
C12
1
WORK AREA #2 - PHASE 1 NOTES:
CONSTRUCTION PHASING KEYNOTES:
PLACE LOW PROFILE BARRICADE PER
DETAIL SHEET
PLACE TEMPORARY TRAFFIC SAFETY
CONES OR DRUMS
C12
1
J-B
O
X
J-B
O
X
J-B
O
X
J-B
O
X
62.00'
AI
R
P
O
R
T
W
A
Y
W.
P
E
R
I
M
E
T
E
R
R
O
A
D
243
BLDG
DRIV
E
L
A
N
E
APRON 250
HANGAR
PARKING
LOT
TW
Y
A
7
TAXIWAY A
RUNWAY 16-34
W. PERIMETER ROAD
VEHICLE GATE V10
PR
O
P
E
R
T
Y
L
I
N
E
APRON B
CONTRACTOR'S PRIMARY
STOCKPILE AND STAGING AREA
PEDESTRIAN
GATE P10
WORK AREA
PHASING SUMMARY
PHASE DESCRIPTION RUNWAY
STATUS
TAXIWAY &
TAXILANE STATUS APRON STATUS ALLOWABLE
WORK HOURS DURATION
WORK AREA #1 - WINDSOCK APRON
1
WINDSOCK APRON FULL DEPTH
RECONSTRUCTION, TIEDOWN
INSTALLATION AND INITIAL
MARKING
RUNWAY 16-34
OPEN
WINDSOCK APRON TAXILANES
CLOSED, ALL OTHER TAXIWAYS AND
TAXILANES OPEN
WINDSOCK APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 28 WORKING
DAYS
30 CALENDAR DAYS BETWEEN COMPLETION OF FINAL PAVING AND STRIPING OF FINAL PAVEMENT MARKINGS
2 FINAL PAINT MARKINGS RUNWAY 16-34
OPEN
WINDSOCK APRON TAXILANES
CLOSED, ALL OTHER TAXIWAYS AND
TAXILANES OPEN
WINDSOCK APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 4 HOURS
WORK AREA #1 PROJECT DURATION:29 WORKING
DAYS
WORK AREA #2 - BUILDING 243 APRON AND PARKING LOT
1
BUILDING 243 APRON FULL
DEPTH RECONSTRUCTION,
TIEDOWN INSTALLATION AND
INITIAL MARKING
RUNWAY 16-34
OPEN
BUILDING 243 APRON TAXILANE
CLOSED, ALL OTHER TAXIWAYS AND
TAXILANES OPEN
NORTH HALF OF 243
BUILDING APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 13 WORKING
DAYS
2
BUILDING 243 APRON FULL
DEPTH RECONSTRUCTION AND
INITIAL MARKING
RUNWAY 16-34
OPEN
ALL TAXIWAYS AND TAXILANES
OPEN
SOUTH HALF OF 243
BUILDING APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 5 WORKING
DAYS
3A
VEHICLE GATE V10 RELOCATION
AND DRIVE AISLE (OUTSIDE AOA)
FULL DEPTH RECONSTRUCTION
AND INITIAL MARKING
RUNWAY 16-34
OPEN
ALL TAXIWAYS AND TAXILANES
OPEN ALL APRONS OPEN 8:00 AM - 6:00 PM 8 WORKING
DAYS
3B
DRIVE AISLE (INSIDE AOA) FULL
DEPTH RECONSTRUCTION AND
INITIAL MARKING
RUNWAY 16-34
OPEN
ALL TAXIWAYS AND TAXILANES
OPEN ALL APRONS OPEN 8:00 AM - 6:00 PM 2 WORKING
DAYS
4
BUILDING 243 PARKING LOT FULL
DEPTH RECONSTRUCTION,
LANDSCAPE ISLAND
CONSTRUCTION AND INITIAL
MARKING
RUNWAY 16-34
OPEN
ALL TAXIWAYS AND TAXILANES
OPEN ALL APRONS OPEN 8:00 AM - 6:00 PM 8 WORKING
DAYS
30 CALENDAR DAYS BETWEEN COMPLETION OF FINAL PAVING AND STRIPING OF FINAL PAVEMENT MARKINGS
5 FINAL PAINT MARKINGS RUNWAY 16-34
OPEN
243 BUILDING APRON TAXILANE
CLOSED, ALL OTHER TAXIWAYS AND
TAXILANES OPEN
243 BUILDING APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 4 HOURS
WORK AREA #2 PROJECT DURATION:37 WORKING
DAYS
TOTAL ALLOWABLE CONSTRUCTION DURATION FOR ALL WORK 66 WORKING
DAYS
RE
N
T
O
N
M
U
N
I
C
I
P
A
L
A
I
R
P
O
R
T
(
R
N
T
)
-
R
E
N
T
O
N
,
W
A
WW
W
.
D
O
W
L
.
C
O
M
WI
N
D
S
O
C
K
&
2
4
3
B
L
D
G
.
G
A
A
P
R
O
N
&
P
A
R
K
I
N
G
L
O
T
R
E
H
A
B
I
L
I
T
A
T
I
O
N
22
C2
5
0
0
0
6
8
7
LU
A
2
4
-
0
0
0
2
9
9
PR
2
4
-
0
0
0
0
6
3
C7
CO
N
S
T
R
U
C
T
I
O
N
S
A
F
E
T
Y
&
PH
A
S
I
N
G
P
L
A
N
WORK AREA #2 - PHASE 2: BUILDING 243 APRON RECONSTRUCTION
ALLOWED DURATION: 5 WORKING DAYS
ALLOWED WORK HOURS:8:00 AM - 6:00 PM
RUNWAY STATUS:RUNWAY 16/34 OPEN
TAXIWAY/TAXILANE STATUS:ALL TAXIWAYS/TAXILANES OPEN
APRON STATUS:SOUTH HALF OF 243 BUILDING APRON CLOSED,
ALL OTHER APRONS OPEN
PHASING ELEMENTS (PRIOR TO BEGINNING PHASE 2 WORK):
1)PLACE LOW PROFILE BARRICADES AS SHOWN.
2)CONFIRM CLEARING AND GRUBBING LIMITS WITH THE RPR.
3)CONFIRM LIMITS OF FULL DEPTH PAVEMENT RECONSTRUCTION WITH THE
RPR.
WORK ELEMENTS:
1)CONFIRM LOW PROFILE BARRICADE LOCATIONS WITH THE ENGINEER.
2)INSTALL CONSTRUCTION FENCING AND TESC MEASURES AROUND WORK
AREAS.
3)COMPLETE CLEARING AND GRUBBING IN WORK AREAS.
4)COMPLETE FULL DEPTH PAVEMENT RECONSTRUCTION.
5)COMPLETE INITIAL PAINT MARKINGS.
PHASING ELEMENTS (FOLLOWING COMPLETION OF PHASE 2 WORK):
1)COMPLETE INTERIM INSPECTION CHECKLIST AT THE END OF PHASE 2.
WORK AREA #2 - PHASE 2 NOTES:
LEGEND:
CONTRACTOR HAUL ROUTE
AIRCRAFT TAXI ROUTE
WORK AREA
CONTRACTOR'S STAGING AREA
LOW PROFILE BARRICADE
TRAFFIC SAFETY CONES OR DRUMS
PROPERTY LINE
TAXIWAY OBJECT FREE AREA
FLOODWAY
C12
1
CONSTRUCTION PHASING KEYNOTES:
PLACE LOW PROFILE BARRICADE PER
DETAIL SHEET
PLACE TEMPORARY TRAFFIC SAFETY
CONES OR DRUMS
C12
1
J-B
O
X
J-B
O
X
AI
R
P
O
R
T
W
A
Y
W.
P
E
R
I
M
E
T
E
R
R
O
A
D
243
BLDG
DRIVE
L
A
N
E
APRON 250
HANGAR
PARKING
LOT
TW
Y
A
7
TAXIWAY A
RUNWAY 16-34
W. PERIMETER ROAD
CONTRACTOR'S PRIMARY
STOCKPILE AND STAGING AREA
EXISTING VEHICLE
GATE V7
PR
O
P
E
R
T
Y
L
I
N
E
APRON B
WORK AREA
62.00'
PEDESTRIAN
GATE P10
RELOCATED VEHICLE
GATE V7
PHASING SUMMARY
PHASE DESCRIPTION RUNWAY
STATUS
TAXIWAY &
TAXILANE STATUS APRON STATUS ALLOWABLE
WORK HOURS DURATION
WORK AREA #1 - WINDSOCK APRON
1
WINDSOCK APRON FULL DEPTH
RECONSTRUCTION, TIEDOWN
INSTALLATION AND INITIAL
MARKING
RUNWAY 16-34
OPEN
WINDSOCK APRON TAXILANES
CLOSED, ALL OTHER TAXIWAYS AND
TAXILANES OPEN
WINDSOCK APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 28 WORKING
DAYS
30 CALENDAR DAYS BETWEEN COMPLETION OF FINAL PAVING AND STRIPING OF FINAL PAVEMENT MARKINGS
2 FINAL PAINT MARKINGS RUNWAY 16-34
OPEN
WINDSOCK APRON TAXILANES
CLOSED, ALL OTHER TAXIWAYS AND
TAXILANES OPEN
WINDSOCK APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 4 HOURS
WORK AREA #1 PROJECT DURATION:29 WORKING
DAYS
WORK AREA #2 - BUILDING 243 APRON AND PARKING LOT
1
BUILDING 243 APRON FULL
DEPTH RECONSTRUCTION,
TIEDOWN INSTALLATION AND
INITIAL MARKING
RUNWAY 16-34
OPEN
BUILDING 243 APRON TAXILANE
CLOSED, ALL OTHER TAXIWAYS AND
TAXILANES OPEN
NORTH HALF OF 243
BUILDING APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 13 WORKING
DAYS
2
BUILDING 243 APRON FULL
DEPTH RECONSTRUCTION AND
INITIAL MARKING
RUNWAY 16-34
OPEN
ALL TAXIWAYS AND TAXILANES
OPEN
SOUTH HALF OF 243
BUILDING APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 5 WORKING
DAYS
3A
VEHICLE GATE V10 RELOCATION
AND DRIVE AISLE (OUTSIDE AOA)
FULL DEPTH RECONSTRUCTION
AND INITIAL MARKING
RUNWAY 16-34
OPEN
ALL TAXIWAYS AND TAXILANES
OPEN ALL APRONS OPEN 8:00 AM - 6:00 PM 8 WORKING
DAYS
3B
DRIVE AISLE (INSIDE AOA) FULL
DEPTH RECONSTRUCTION AND
INITIAL MARKING
RUNWAY 16-34
OPEN
ALL TAXIWAYS AND TAXILANES
OPEN ALL APRONS OPEN 8:00 AM - 6:00 PM 2 WORKING
DAYS
4
BUILDING 243 PARKING LOT FULL
DEPTH RECONSTRUCTION,
LANDSCAPE ISLAND
CONSTRUCTION AND INITIAL
MARKING
RUNWAY 16-34
OPEN
ALL TAXIWAYS AND TAXILANES
OPEN ALL APRONS OPEN 8:00 AM - 6:00 PM 8 WORKING
DAYS
30 CALENDAR DAYS BETWEEN COMPLETION OF FINAL PAVING AND STRIPING OF FINAL PAVEMENT MARKINGS
5 FINAL PAINT MARKINGS RUNWAY 16-34
OPEN
243 BUILDING APRON TAXILANE
CLOSED, ALL OTHER TAXIWAYS AND
TAXILANES OPEN
243 BUILDING APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 4 HOURS
WORK AREA #2 PROJECT DURATION:37 WORKING
DAYS
TOTAL ALLOWABLE CONSTRUCTION DURATION FOR ALL WORK 66 WORKING
DAYS
RE
N
T
O
N
M
U
N
I
C
I
P
A
L
A
I
R
P
O
R
T
(
R
N
T
)
-
R
E
N
T
O
N
,
W
A
WW
W
.
D
O
W
L
.
C
O
M
WI
N
D
S
O
C
K
&
2
4
3
B
L
D
G
.
G
A
A
P
R
O
N
&
P
A
R
K
I
N
G
L
O
T
R
E
H
A
B
I
L
I
T
A
T
I
O
N
22
C2
5
0
0
0
6
8
7
LU
A
2
4
-
0
0
0
2
9
9
PR
2
4
-
0
0
0
0
6
3
C8
CO
N
S
T
R
U
C
T
I
O
N
S
A
F
E
T
Y
&
PH
A
S
I
N
G
P
L
A
N
WORK AREA #2 - PHASE 3A: BUILDING 243 DRIVE LANE REHABILITATION (OUTSIDE AOA)
ALLOWED DURATION: 8 WORKING DAYS
ALLOWED WORK HOURS:8:00 AM - 6:00 PM
RUNWAY STATUS:ALL OPEN
TAXIWAY/TAXILANE STATUS:ALL OPEN
APRON STATUS:ALL OPEN
PHASING ELEMENTS (PRIOR TO BEGINNING PHASE 3A WORK):
1)PLACE LOW PROFILE BARRICADES AS SHOWN.
2)PLACE TEMPORARY TRAFFIC CONES OR DRUMS AS SHOWN.
3)CONFIRM LIMITS OF FULL DEPTH PAVEMENT RECONSTRUCTION WITH THE
RPR.
WORK ELEMENTS:
1)CONFIRM LOW PROFILE BARRICADE LOCATIONS WITH THE ENGINEER.
2)CONFIRM TEMPORARY CONE OR DRUM LOCATIONS WITH THE ENGINEER
3)INSTALL CONSTRUCTION FENCING AND TESC MEASURES AROUND WORK
AREAS.
4)RELOCATE EXISTING FENCE, GATE AND ASSOCIATED APPARATUSES.
5)COMPLETE FULL DEPTH PAVEMENT RECONSTRUCTION.
6)COMPLETE INITIAL PAINT MARKINGS.
PHASING ELEMENTS (FOLLOWING COMPLETION OF PHASE 3A WORK):
1)COMPLETE INTERIM INSPECTION CHECKLIST AT THE END OF PHASE 3A.
WORK AREA #2 - PHASE 3A NOTES:
LEGEND:
CONTRACTOR HAUL ROUTE
AIRCRAFT TAXI ROUTE
WORK AREA
CONTRACTOR'S STAGING AREA
LOW PROFILE BARRICADE
TRAFFIC SAFETY CONES OR DRUMS
PROPERTY LINE
TAXIWAY OBJECT FREE AREA
FLOODWAY
C12
1
CONSTRUCTION PHASING KEYNOTES:
PLACE LOW PROFILE BARRICADE PER
DETAIL SHEET
PLACE TEMPORARY TRAFFIC SAFETY
CONES OR DRUMS
C12
1
J-B
O
X
J-B
O
X
AI
R
P
O
R
T
W
A
Y
W.
P
E
R
I
M
E
T
E
R
R
O
A
D
243
BLDG
DRIVE
L
A
N
E
APRON 250
HANGAR
PARKING
LOT
TW
Y
A
7
TAXIWAY A
RUNWAY 16-34
W. PERIMETER ROAD
CONTRACTOR'S PRIMARY
STOCKPILE AND STAGING AREA
EXISTING VEHICLE
GATE V7
PR
O
P
E
R
T
Y
L
I
N
E
APRON B
62.00'
PEDESTRIAN
GATE P10
WORK AREA
RELOCATED VEHICLE
GATE V7
PHASING SUMMARY
PHASE DESCRIPTION RUNWAY
STATUS
TAXIWAY &
TAXILANE STATUS APRON STATUS ALLOWABLE
WORK HOURS DURATION
WORK AREA #1 - WINDSOCK APRON
1
WINDSOCK APRON FULL DEPTH
RECONSTRUCTION, TIEDOWN
INSTALLATION AND INITIAL
MARKING
RUNWAY 16-34
OPEN
WINDSOCK APRON TAXILANES
CLOSED, ALL OTHER TAXIWAYS AND
TAXILANES OPEN
WINDSOCK APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 28 WORKING
DAYS
30 CALENDAR DAYS BETWEEN COMPLETION OF FINAL PAVING AND STRIPING OF FINAL PAVEMENT MARKINGS
2 FINAL PAINT MARKINGS RUNWAY 16-34
OPEN
WINDSOCK APRON TAXILANES
CLOSED, ALL OTHER TAXIWAYS AND
TAXILANES OPEN
WINDSOCK APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 4 HOURS
WORK AREA #1 PROJECT DURATION:29 WORKING
DAYS
WORK AREA #2 - BUILDING 243 APRON AND PARKING LOT
1
BUILDING 243 APRON FULL
DEPTH RECONSTRUCTION,
TIEDOWN INSTALLATION AND
INITIAL MARKING
RUNWAY 16-34
OPEN
BUILDING 243 APRON TAXILANE
CLOSED, ALL OTHER TAXIWAYS AND
TAXILANES OPEN
NORTH HALF OF 243
BUILDING APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 13 WORKING
DAYS
2
BUILDING 243 APRON FULL
DEPTH RECONSTRUCTION AND
INITIAL MARKING
RUNWAY 16-34
OPEN
ALL TAXIWAYS AND TAXILANES
OPEN
SOUTH HALF OF 243
BUILDING APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 5 WORKING
DAYS
3A
VEHICLE GATE V10 RELOCATION
AND DRIVE AISLE (OUTSIDE AOA)
FULL DEPTH RECONSTRUCTION
AND INITIAL MARKING
RUNWAY 16-34
OPEN
ALL TAXIWAYS AND TAXILANES
OPEN ALL APRONS OPEN 8:00 AM - 6:00 PM 8 WORKING
DAYS
3B
DRIVE AISLE (INSIDE AOA) FULL
DEPTH RECONSTRUCTION AND
INITIAL MARKING
RUNWAY 16-34
OPEN
ALL TAXIWAYS AND TAXILANES
OPEN ALL APRONS OPEN 8:00 AM - 6:00 PM 2 WORKING
DAYS
4
BUILDING 243 PARKING LOT FULL
DEPTH RECONSTRUCTION,
LANDSCAPE ISLAND
CONSTRUCTION AND INITIAL
MARKING
RUNWAY 16-34
OPEN
ALL TAXIWAYS AND TAXILANES
OPEN ALL APRONS OPEN 8:00 AM - 6:00 PM 8 WORKING
DAYS
30 CALENDAR DAYS BETWEEN COMPLETION OF FINAL PAVING AND STRIPING OF FINAL PAVEMENT MARKINGS
5 FINAL PAINT MARKINGS RUNWAY 16-34
OPEN
243 BUILDING APRON TAXILANE
CLOSED, ALL OTHER TAXIWAYS AND
TAXILANES OPEN
243 BUILDING APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 4 HOURS
WORK AREA #2 PROJECT DURATION:37 WORKING
DAYS
TOTAL ALLOWABLE CONSTRUCTION DURATION FOR ALL WORK 66 WORKING
DAYS
RE
N
T
O
N
M
U
N
I
C
I
P
A
L
A
I
R
P
O
R
T
(
R
N
T
)
-
R
E
N
T
O
N
,
W
A
WW
W
.
D
O
W
L
.
C
O
M
WI
N
D
S
O
C
K
&
2
4
3
B
L
D
G
.
G
A
A
P
R
O
N
&
P
A
R
K
I
N
G
L
O
T
R
E
H
A
B
I
L
I
T
A
T
I
O
N
22
C2
5
0
0
0
6
8
7
LU
A
2
4
-
0
0
0
2
9
9
PR
2
4
-
0
0
0
0
6
3
C9
CO
N
S
T
R
U
C
T
I
O
N
S
A
F
E
T
Y
&
PH
A
S
I
N
G
P
L
A
N
WORK AREA #2 - PHASE 3A: BUILDING 243 DRIVE LANE REHABILITATION (OUTSIDE AOA)
ALLOWED DURATION: 2 WORKING DAYS
ALLOWED WORK HOURS:8:00 AM - 6:00 PM
RUNWAY STATUS:ALL OPEN
TAXIWAY/TAXILANE STATUS:ALL OPEN
APRON STATUS:ALL OPEN
IMPORTANT PHASE NOTES:
1)COORDINATE WITH AIRPORT ENGINEER A MINIMUM OF 72-HOURS PRIOR TO
STARTING WORK IN THIS PHASE TO ALLOW FOR RELOCATION OF AIRCRAFT
IN 250 HANGAR.
PHASING ELEMENTS (PRIOR TO BEGINNING PHASE 3A WORK):
1)PLACE LOW PROFILE BARRICADES AS SHOWN.
2)PLACE TEMPORARY TRAFFIC CONES OR DRUMS AS SHOWN.
3)CONFIRM LIMITS OF FULL DEPTH PAVEMENT RECONSTRUCTION WITH THE
RPR.
WORK ELEMENTS:
1)CONFIRM LOW PROFILE BARRICADE LOCATIONS WITH THE ENGINEER.
2)CONFIRM TEMPORARY CONE OR DRUM LOCATIONS WITH THE ENGINEER
3)INSTALL CONSTRUCTION FENCING AND TESC MEASURES AROUND WORK
AREAS.
4)RELOCATE EXISTING FENCE, GATE AND ASSOCIATED APPARATUSES.
5)COMPLETE FULL DEPTH PAVEMENT RECONSTRUCTION.
6)COMPLETE INITIAL PAINT MARKINGS.
PHASING ELEMENTS (FOLLOWING COMPLETION OF PHASE 3A WORK):
1)COMPLETE INTERIM INSPECTION CHECKLIST AT THE END OF PHASE 3A.
WORK AREA #2 - PHASE 3B NOTES:
LEGEND:
CONTRACTOR HAUL ROUTE
AIRCRAFT TAXI ROUTE
WORK AREA
CONTRACTOR'S STAGING AREA
LOW PROFILE BARRICADE
TRAFFIC SAFETY CONES OR DRUMS
PROPERTY LINE
TAXIWAY OBJECT FREE AREA
FLOODWAY
C12
1
CONSTRUCTION PHASING KEYNOTES:
PLACE LOW PROFILE BARRICADE PER
DETAIL SHEET
PLACE TEMPORARY TRAFFIC SAFETY
CONES OR DRUMS
C12
1
J-B
O
X
J-B
O
X
AI
R
P
O
R
T
W
A
Y
W.
P
E
R
I
M
E
T
E
R
R
O
A
D
243
BLDG
DRIVE
L
A
N
E
APRON 250
HANGAR
PARKING
LOT
TW
Y
A
7
TAXIWAY A
RUNWAY 16-34
W. PERIMETER ROAD
PR
O
P
E
R
T
Y
L
I
N
E
APRON B
CONTRACTOR'S PRIMARY
STOCKPILE AND STAGING AREA
62.00'
PEDESTRIAN
GATE P10
PROPOSED VEHICLE
GATE V7
WORK AREA
PHASING SUMMARY
PHASE DESCRIPTION RUNWAY
STATUS
TAXIWAY &
TAXILANE STATUS APRON STATUS ALLOWABLE
WORK HOURS DURATION
WORK AREA #1 - WINDSOCK APRON
1
WINDSOCK APRON FULL DEPTH
RECONSTRUCTION, TIEDOWN
INSTALLATION AND INITIAL
MARKING
RUNWAY 16-34
OPEN
WINDSOCK APRON TAXILANES
CLOSED, ALL OTHER TAXIWAYS AND
TAXILANES OPEN
WINDSOCK APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 28 WORKING
DAYS
30 CALENDAR DAYS BETWEEN COMPLETION OF FINAL PAVING AND STRIPING OF FINAL PAVEMENT MARKINGS
2 FINAL PAINT MARKINGS RUNWAY 16-34
OPEN
WINDSOCK APRON TAXILANES
CLOSED, ALL OTHER TAXIWAYS AND
TAXILANES OPEN
WINDSOCK APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 4 HOURS
WORK AREA #1 PROJECT DURATION:29 WORKING
DAYS
WORK AREA #2 - BUILDING 243 APRON AND PARKING LOT
1
BUILDING 243 APRON FULL
DEPTH RECONSTRUCTION,
TIEDOWN INSTALLATION AND
INITIAL MARKING
RUNWAY 16-34
OPEN
BUILDING 243 APRON TAXILANE
CLOSED, ALL OTHER TAXIWAYS AND
TAXILANES OPEN
NORTH HALF OF 243
BUILDING APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 13 WORKING
DAYS
2
BUILDING 243 APRON FULL
DEPTH RECONSTRUCTION AND
INITIAL MARKING
RUNWAY 16-34
OPEN
ALL TAXIWAYS AND TAXILANES
OPEN
SOUTH HALF OF 243
BUILDING APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 5 WORKING
DAYS
3A
VEHICLE GATE V10 RELOCATION
AND DRIVE AISLE (OUTSIDE AOA)
FULL DEPTH RECONSTRUCTION
AND INITIAL MARKING
RUNWAY 16-34
OPEN
ALL TAXIWAYS AND TAXILANES
OPEN ALL APRONS OPEN 8:00 AM - 6:00 PM 8 WORKING
DAYS
3B
DRIVE AISLE (INSIDE AOA) FULL
DEPTH RECONSTRUCTION AND
INITIAL MARKING
RUNWAY 16-34
OPEN
ALL TAXIWAYS AND TAXILANES
OPEN ALL APRONS OPEN 8:00 AM - 6:00 PM 2 WORKING
DAYS
4
BUILDING 243 PARKING LOT FULL
DEPTH RECONSTRUCTION,
LANDSCAPE ISLAND
CONSTRUCTION AND INITIAL
MARKING
RUNWAY 16-34
OPEN
ALL TAXIWAYS AND TAXILANES
OPEN ALL APRONS OPEN 8:00 AM - 6:00 PM 8 WORKING
DAYS
30 CALENDAR DAYS BETWEEN COMPLETION OF FINAL PAVING AND STRIPING OF FINAL PAVEMENT MARKINGS
5 FINAL PAINT MARKINGS RUNWAY 16-34
OPEN
243 BUILDING APRON TAXILANE
CLOSED, ALL OTHER TAXIWAYS AND
TAXILANES OPEN
243 BUILDING APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 4 HOURS
WORK AREA #2 PROJECT DURATION:37 WORKING
DAYS
TOTAL ALLOWABLE CONSTRUCTION DURATION FOR ALL WORK 66 WORKING
DAYS
RE
N
T
O
N
M
U
N
I
C
I
P
A
L
A
I
R
P
O
R
T
(
R
N
T
)
-
R
E
N
T
O
N
,
W
A
WW
W
.
D
O
W
L
.
C
O
M
WI
N
D
S
O
C
K
&
2
4
3
B
L
D
G
.
G
A
A
P
R
O
N
&
P
A
R
K
I
N
G
L
O
T
R
E
H
A
B
I
L
I
T
A
T
I
O
N
22
C2
5
0
0
0
6
8
7
LU
A
2
4
-
0
0
0
2
9
9
PR
2
4
-
0
0
0
0
6
3
C10
CO
N
S
T
R
U
C
T
I
O
N
S
A
F
E
T
Y
&
PH
A
S
I
N
G
P
L
A
N
WORK AREA #2 - PHASE 4: BUILDING 243 PARKING LOT RECONSTRUCTION
ALLOWED DURATION: 8 WORKING DAYS
ALLOWED WORK HOURS:8:00 AM - 6:00 PM
RUNWAY STATUS:ALL OPEN
TAXIWAY/TAXILANE STATUS:ALL OPEN
APRON STATUS:ALL OPEN
PHASING ELEMENTS (PRIOR TO BEGINNING PHASE 4 WORK):
1)PLACE TEMPORARY TRAFFIC CONES OR DRUMS AS SHOWN.
2)CONFIRM CLEARING AND GRUBBING LIMITS WITH THE RPR.
3)CONFIRM LIMITS OF FULL DEPTH PAVEMENT RECONSTRUCTION WITH THE
RPR.
WORK ELEMENTS:
1)CONFIRM TEMPORARY TRAFFIC CONE OR DRUM LOCATIONS WITH THE
ENGINEER.
2)INSTALL CONSTRUCTION FENCING AND TESC MEASURES AROUND WORK
AREAS.
3)COMPLETE CLEARING AND GRUBBING IN WORK AREAS.
4)COMPLETE EXTRUDED CURB REMOVAL
5)COMPLETE FULL DEPTH PAVEMENT RECONSTRUCTION.
6)CONSTRUCT LANDSCAPE ISLANDS.
7)COMPLETE INITIAL PAINT MARKINGS.
PHASING ELEMENTS (FOLLOWING COMPLETION OF PHASE 4 WORK):
1)COMPLETE INTERIM INSPECTION CHECKLIST AT THE END OF PHASE 4.
WORK AREA #2 - PHASE 4 NOTES:
LEGEND:
CONTRACTOR HAUL ROUTE
AIRCRAFT TAXI ROUTE
WORK AREA
CONTRACTOR'S STAGING AREA
LOW PROFILE BARRICADE
TRAFFIC SAFETY CONES OR DRUMS
PROPERTY LINE
TAXIWAY OBJECT FREE AREA
FLOODWAY
C12
1
CONSTRUCTION PHASING KEYNOTES:
PLACE LOW PROFILE BARRICADE PER
DETAIL SHEET
PLACE TEMPORARY TRAFFIC SAFETY
CONES OR DRUMS
C12
1
J-B
O
X
J-B
O
X
62.00'
AI
R
P
O
R
T
W
A
Y
W.
P
E
R
I
M
E
T
E
R
R
O
A
D
243
BLDG
DRIVE
L
A
N
E
APRON
250
HANGAR
TW
Y
A
7
TAXIWAY A
RUNWAY 16-34
W. PERIMETER ROAD
CONTRACTOR'S PRIMARY
STOCKPILE AND STAGING AREA
VEHICLE GATE V7
PR
O
P
E
R
T
Y
L
I
N
E
APRON B
WORK AREA
PEDESTRIAN
GATE P10
PARKING
LOT
PHASING SUMMARY
PHASE DESCRIPTION RUNWAY
STATUS
TAXIWAY &
TAXILANE STATUS APRON STATUS ALLOWABLE
WORK HOURS DURATION
WORK AREA #1 - WINDSOCK APRON
1
WINDSOCK APRON FULL DEPTH
RECONSTRUCTION, TIEDOWN
INSTALLATION AND INITIAL
MARKING
RUNWAY 16-34
OPEN
WINDSOCK APRON TAXILANES
CLOSED, ALL OTHER TAXIWAYS AND
TAXILANES OPEN
WINDSOCK APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 28 WORKING
DAYS
30 CALENDAR DAYS BETWEEN COMPLETION OF FINAL PAVING AND STRIPING OF FINAL PAVEMENT MARKINGS
2 FINAL PAINT MARKINGS RUNWAY 16-34
OPEN
WINDSOCK APRON TAXILANES
CLOSED, ALL OTHER TAXIWAYS AND
TAXILANES OPEN
WINDSOCK APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 4 HOURS
WORK AREA #1 PROJECT DURATION:29 WORKING
DAYS
WORK AREA #2 - BUILDING 243 APRON AND PARKING LOT
1
BUILDING 243 APRON FULL
DEPTH RECONSTRUCTION,
TIEDOWN INSTALLATION AND
INITIAL MARKING
RUNWAY 16-34
OPEN
BUILDING 243 APRON TAXILANE
CLOSED, ALL OTHER TAXIWAYS AND
TAXILANES OPEN
NORTH HALF OF 243
BUILDING APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 13 WORKING
DAYS
2
BUILDING 243 APRON FULL
DEPTH RECONSTRUCTION AND
INITIAL MARKING
RUNWAY 16-34
OPEN
ALL TAXIWAYS AND TAXILANES
OPEN
SOUTH HALF OF 243
BUILDING APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 5 WORKING
DAYS
3A
VEHICLE GATE V10 RELOCATION
AND DRIVE AISLE (OUTSIDE AOA)
FULL DEPTH RECONSTRUCTION
AND INITIAL MARKING
RUNWAY 16-34
OPEN
ALL TAXIWAYS AND TAXILANES
OPEN ALL APRONS OPEN 8:00 AM - 6:00 PM 8 WORKING
DAYS
3B
DRIVE AISLE (INSIDE AOA) FULL
DEPTH RECONSTRUCTION AND
INITIAL MARKING
RUNWAY 16-34
OPEN
ALL TAXIWAYS AND TAXILANES
OPEN ALL APRONS OPEN 8:00 AM - 6:00 PM 2 WORKING
DAYS
4
BUILDING 243 PARKING LOT FULL
DEPTH RECONSTRUCTION,
LANDSCAPE ISLAND
CONSTRUCTION AND INITIAL
MARKING
RUNWAY 16-34
OPEN
ALL TAXIWAYS AND TAXILANES
OPEN ALL APRONS OPEN 8:00 AM - 6:00 PM 8 WORKING
DAYS
30 CALENDAR DAYS BETWEEN COMPLETION OF FINAL PAVING AND STRIPING OF FINAL PAVEMENT MARKINGS
5 FINAL PAINT MARKINGS RUNWAY 16-34
OPEN
243 BUILDING APRON TAXILANE
CLOSED, ALL OTHER TAXIWAYS AND
TAXILANES OPEN
243 BUILDING APRON
CLOSED, ALL OTHER
APRONS OPEN
8:00 AM - 6:00 PM 4 HOURS
WORK AREA #2 PROJECT DURATION:37 WORKING
DAYS
TOTAL ALLOWABLE CONSTRUCTION DURATION FOR ALL WORK 66 WORKING
DAYS
RE
N
T
O
N
M
U
N
I
C
I
P
A
L
A
I
R
P
O
R
T
(
R
N
T
)
-
R
E
N
T
O
N
,
W
A
WW
W
.
D
O
W
L
.
C
O
M
WI
N
D
S
O
C
K
&
2
4
3
B
L
D
G
.
G
A
A
P
R
O
N
&
P
A
R
K
I
N
G
L
O
T
R
E
H
A
B
I
L
I
T
A
T
I
O
N
22
C2
5
0
0
0
6
8
7
LU
A
2
4
-
0
0
0
2
9
9
PR
2
4
-
0
0
0
0
6
3
C11
CO
N
S
T
R
U
C
T
I
O
N
S
A
F
E
T
Y
&
PH
A
S
I
N
G
P
L
A
N
WORK AREA #2 - PHASE 5: BUILDING 243 APRON FINAL PAVEMENT MARKINGS
ALLOWED DURATION: 4 HOURS
ALLOWED WORK HOURS:8:00 AM - 6:00 PM
RUNWAY STATUS:RUNWAY 16/34 OPEN
TAXIWAY/TAXILANE STATUS:243 BUILDING APRON TAXILANE CLOSED, ALL
OTHER TAXIWAYS/TAXILANES OPEN
APRON STATUS:243 BUILDING APRON CLOSED, ALL OTHER
APRONS OPEN
IMPORTANT PHASE NOTES:
1)COORDINATE WITH AIRPORT ENGINEER A MINIMUM OF 72-HOURS PRIOR
TO STARTING WORK IN THIS PHASE TO ALLOW FOR RELOCATION OF
AIRCRAFT IN 250 HANGAR.
PHASING ELEMENTS (PRIOR TO BEGINNING PHASE 5 WORK):
1)COORDINATE WITH AIRPORT STAFF TO ENSURE AIRCRAFTS HAVE BEEN
RELOCATED PRIOR TO THE START OF WORK.
2)PLACE LOW PROFILE BARRICADES AS SHOWN.
3)PLACE TRAFFIC CONE AND DRUMS AS SHOWN.
WORK ELEMENTS:
1)CONFIRM LOW PROFILE BARRICADE LOCATIONS WITH THE ENGINEER.
2)CONFIRM TRAFFIC CONE AND DRUM LOCATIONS WITH THE ENGINEER.
3)COMPLETE FINAL PAINT MARKINGS
PHASING ELEMENTS (FOLLOWING COMPLETION OF PHASE 5 WORK):
3) COMPLETE FINAL INSPECTION CHECKLIST AT THE END OF PHASE 5.
LEGEND:
CONTRACTOR HAUL ROUTE
AIRCRAFT TAXI ROUTE
WORK AREA
CONTRACTOR'S STAGING AREA
LOW PROFILE BARRICADE
TRAFFIC SAFETY CONES OR DRUMS
PROPERTY LINE
TAXIWAY OBJECT FREE AREA
FLOODWAY
C12
1
WORK AREA #2 - PHASE 5 NOTES:
CONSTRUCTION PHASING KEYNOTES:
PLACE LOW PROFILE BARRICADE PER
DETAIL SHEET
PLACE TEMPORARY TRAFFIC SAFETY
CONES OR DRUMS
C12
1
RE
N
T
O
N
M
U
N
I
C
I
P
A
L
A
I
R
P
O
R
T
(
R
N
T
)
-
R
E
N
T
O
N
,
W
A
WW
W
.
D
O
W
L
.
C
O
M
WI
N
D
S
O
C
K
&
2
4
3
B
L
D
G
.
G
A
A
P
R
O
N
&
P
A
R
K
I
N
G
L
O
T
R
E
H
A
B
I
L
I
T
A
T
I
O
N
22
C2
5
0
0
0
6
8
7
LU
A
2
4
-
0
0
0
2
9
9
PR
2
4
-
0
0
0
0
6
3
CO
N
S
T
R
U
C
T
I
O
N
S
A
F
E
T
Y
&
PH
A
S
I
N
G
D
E
T
A
I
L
S
LOW PROFILE BARRICADE DETAIL
LOW PROFILE BARRICADE NOTES:
C12
GENERAL CONSTRUCTION SAFETY AND PHASING NOTES:
CEDAR RIV
E
R
C
O
M
M
E
R
C
I
A
L
W
A
T
E
R
W
A
Y
TAXIWAY B
BLDG 749B
BLDG 749A
TW
Y
B
4
T
W
Y
B
5
E. PERIMET
E
R
R
O
A
D
PROPERTY
L
I
N
E
44.50'
44.50'
SAWCUT ALONG EXISTING JOINT
20' MIN
FIRE LANE
100-YEAR FLOOD LINE
RE
N
T
O
N
M
U
N
I
C
I
P
A
L
A
I
R
P
O
R
T
(
R
N
T
)
-
R
E
N
T
O
N
,
W
A
WW
W
.
D
O
W
L
.
C
O
M
WI
N
D
S
O
C
K
&
2
4
3
B
L
D
G
.
G
A
A
P
R
O
N
&
P
A
R
K
I
N
G
L
O
T
R
E
H
A
B
I
L
I
T
A
T
I
O
N
22
C2
5
0
0
0
6
8
7
LU
A
2
4
-
0
0
0
2
9
9
PR
2
4
-
0
0
0
0
6
3
C13
SI
T
E
P
R
E
P
A
R
A
T
I
O
N
&
T
E
S
C
P
L
A
N
LEGEND:
PROPERTY LINE
STORM DRAIN INLET PROTECTION
SILT FENCE
TRIANGULAR SILT DIKE
TAXIWAY OBJECT FREE AREA
EXISTING WATER
EXISTING STORM DRAIN
EXISTING ELECTRICAL
EXISTING TELECOMMUNICATIONS
EXISTING GAS
EXISTING PAVEMENT EDGE
EXISTING FENCE
PROPOSED SAWCUT
REMOVE EXISTING EXTRUDED CURB
REMOVE EXISTING PAINT MARKING
CLEARING AND GRUBBING AND
EXCAVATION AS NEEDED
ASPHALT REMOVAL
CONCRETE REMOVAL
FLOODWAY
1.EROSION CONTROL METHODS MUST BE IN PLACE
PRIOR TO COMMENCEMENT OF SITE PREPARATION
AND REMOVALS.
2.ASPHALT PAVEMENT TO BE HAULED OFFSITE AND
SAFELY DISPOSED OF.
3.PROTECT ALL EXISTING UTILITY LINES IN PLACE.
EROSION CONTROL KEYNOTES:
1.INSTALL STORM DRAIN INLET PROTECTION PER
COR STD PLAN 216.30.
2.INSTALL SILT FENCE PER COR STD PLAN 214.00.
3.INSTALL TRIANGULAR SILT DIKE PER DETAIL ON
SHEET C15.
EROSION CONTROL GENERAL NOTES:
SITE PREPARATION KEYNOTES:
1.DEMOLISH EXISTING ASPHALT PAVEMENT
2.CLEAR AND GRUB AND EXCAVATE TO FINISHED
GRADE, AS NEEDED
3.PROTECT EXISTING UTILITY STRUCTURES IN PLACE.
ADJUST RIM AS NEEDED
4.PROTECT EXISTING FENCE IN PLACE
5.REMOVE EXISTING EXTRUDED CURB
6.SAWCUT EXISTING PAVEMENT
7.REMOVE EXISTING PAINT MARKINGS
8.PROTECT EXISTING CATCH BASIN IN PLACE. SEE
PLAN FOR PROPOSED RIM ADJUSTMENTS
Know what's below.
before you dig.Call
R
1.CALL 811 TO LOCATE UNDERGROUND UTILITIES AT
LEAST TWO FULL BUSINESS DAYS PRIOR TO ANY
EXCAVATION.
2.IN ADDITION TO 811, CALL THE FOLLOWING UTILITIES
TO REQUEST A CONSULTATION PRIOR TO PERFORMING
ANY CONSTRUCTION OR EXCAVATION ACTIVITIES:
A.WILLIAMS NORTHWEST PIPELINE: 425-868-1010
B.OLYMPIC PIPELINE: 425-235-7736
C.PUGET SOUND ENERGY: 425-375-3397
3.ADDITIONAL PRIVATE UTILITY LOCATES MAY BE
REQUIRED WITHIN THE AIRPORT BOUNDARY.
CONTRACTOR IS RESPONSIBLE FOR ALL COSTS
ASSOCIATED WITH PRIVATE UTILITY LOCATES.
UTILITY LOCATE GENERAL NOTES:
J-
B
O
X
62'
TLOFA
AI
R
P
O
R
T
W
A
Y
243
BLDG
DRIVE LA
N
E
EXISTING
HANGAR
TW
Y
A
7
TAXIWA
Y
A
W. PERIMETER ROAD
PR
O
P
E
R
T
Y
L
I
N
E
W.
P
E
R
I
M
E
T
E
R
R
O
A
D
RELOCATE EXISTING VEHICLE GATE V7, FENCE AND
ALL ASSOCIATED EQUIPMENT, SEE SITE
PREPARATION KEY NOTE 7 AND SHEET C19.
PEDESTRIAN
GATE P10
TAXIWAY A CL
TAXIWAY A EDGE
NON-MOVEMENT LINE
CAP EXISTING ABANDONED
SEWER FORCE MAIN AT
EDGE OF WORK AREA
RE
N
T
O
N
M
U
N
I
C
I
P
A
L
A
I
R
P
O
R
T
(
R
N
T
)
-
R
E
N
T
O
N
,
W
A
WW
W
.
D
O
W
L
.
C
O
M
WI
N
D
S
O
C
K
&
2
4
3
B
L
D
G
.
G
A
A
P
R
O
N
&
P
A
R
K
I
N
G
L
O
T
R
E
H
A
B
I
L
I
T
A
T
I
O
N
22
C2
5
0
0
0
6
8
7
LU
A
2
4
-
0
0
0
2
9
9
PR
2
4
-
0
0
0
0
6
3
C14
SI
T
E
P
R
E
P
A
R
A
T
I
O
N
&
T
E
S
C
P
L
A
N
LEGEND:
PROPERTY LINE
STORM DRAIN INLET PROTECTION
SILT FENCE
TRIANGULAR SILT DIKE
TAXIWAY OBJECT FREE AREA
EXISTING WATER
EXISTING STORM DRAIN
EXISTING ELECTRICAL
EXISTING TELECOMMUNICATIONS
EXISTING GAS
EXISTING PAVEMENT EDGE
EXISTING FENCE
PROPOSED SAWCUT
REMOVE EXISTING EXTRUDED CURB
REMOVE SANITARY SEWER FORCE MAIN
CLEARING AND GRUBBING AND
EXCAVATION AS NEEDED
ASPHALT REMOVAL
CONCRETE REMOVAL
FLOODWAY
1.EROSION CONTROL METHODS MUST BE IN PLACE
PRIOR TO COMMENCEMENT OF SITE PREPARATION
AND REMOVALS.
2.ASPHALT PAVEMENT TO BE HAULED OFFSITE AND
SAFELY DISPOSED OF.
3.PROTECT ALL EXISTING UTILITY LINES IN PLACE.
EROSION CONTROL KEY NOTES:
EROSION CONTROL GENERAL NOTES:
SITE PREPARATION KEY NOTES:
1.DEMOLISH AND DISPOSE OF EXISTING ASPHALT PAVEMENT.
2.CLEAR AND GRUB AND EXCAVATE TO FINISHED GRADE, AS NEEDED.
3.PROTECT EXISTING UTILITY STRUCTURES IN PLACE. ADJUST RIM TO
FINISHED GRADE.
4.PROTECT EXISTING FENCE IN PLACE
5.REMOVE EXISTING EXTRUDED CURB
6.SAWCUT EXISTING PAVEMENT
7.PROTECT EXISTING CATCH BASIN IN PLACE. SEE PLAN FOR
PROPOSED RIM ADJUSTMENTS.
8.PROTECT EXISTING AV FUEL SIGN IN PLACE.
9.REMOVE AND SALVAGE GATE V7 AND ALL ASSOCIATED EQUIPMENT
FOR REUSE, INCLUDING BUT NOT LINMITED TO GATE, OPERATOR,
POWER CONTROL RACK AND CABINET, ACCESS CONTROL
ANTENNAS, STROBE SENSOR, GATE CATCH STANCHION, SIGNS ON
ADJACENT FENCE, CARD READER PEDESTAL AND CARD READERS.
10.REMOVE EXISTING SANITARY SEWER FORCE MAIN. OBTAIN COR
ELECTRICAL PERMIT AS REQUIRED. CAP MAIN AT END OF WORK
AREA.
Know what's below.
before you dig.Call
R
1.CALL 811 TO LOCATE UNDERGROUND UTILITIES AT LEAST TWO FULL
BUSINESS DAYS PRIOR TO ANY EXCAVATION.
2.IN ADDITION TO 811, CALL THE FOLLOWING UTILITIES TO REQUEST A
CONSULTATION PRIOR TO PERFORMING ANY CONSTRUCTION OR
EXCAVATION ACTIVITIES:
A.WILLIAMS NORTHWEST PIPELINE: 425-868-1010
B.OLYMPIC PIPELINE: 425-235-7736
C.PUGET SOUND ENERGY: 425-375-3397
3.ADDITIONAL PRIVATE UTILITY LOCATES MAY BE REQUIRED WITHIN THE
AIRPORT BOUNDARY. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS
ASSOCIATED WITH PRIVATE UTILITY LOCATES.
UTILITY LOCATE GENERAL NOTES:
1.INSTALL STORM DRAIN INLET PROTECTION PER
COR STD PLAN 216.30.
2.INSTALL SILT FENCE PER COR STD PLAN 214.00.
3.INSTALL TRIANGULAR SILT DIKE PER DETAIL ON
SHEET C15.
RE
N
T
O
N
M
U
N
I
C
I
P
A
L
A
I
R
P
O
R
T
(
R
N
T
)
-
R
E
N
T
O
N
,
W
A
WW
W
.
D
O
W
L
.
C
O
M
WI
N
D
S
O
C
K
&
2
4
3
B
L
D
G
.
G
A
A
P
R
O
N
&
P
A
R
K
I
N
G
L
O
T
R
E
H
A
B
I
L
I
T
A
T
I
O
N
22
C2
5
0
0
0
6
8
7
LU
A
2
4
-
0
0
0
2
9
9
PR
2
4
-
0
0
0
0
6
3
SI
T
E
P
R
E
P
A
R
A
T
I
O
N
&
TE
S
C
D
E
T
A
I
L
S
TRIANGULAR SILT DIKE DETAIL
C15
Know what's below.
before you dig.Call
RCOR STD PLAN 216.30 - CB FILTER COR STD PLAN 214.00 - SILT FENCE
WIND SOCK
CEDAR RIVER
C
O
M
M
E
R
C
I
A
L
W
A
T
E
R
W
A
Y
TAXIWAY B
BLDG 749B
BLDG 749A
TW
Y
B
4
T
W
Y
B
5
E. PERIMETER
R
O
A
D
15'
TYP.15'
TYP.
23.3
3
2
3
.
3
3
23.3
2
2
3
.
3
3
23.3
6
23.3
9
23.4
2
2
3
.
4
3
23.4
2
2
3
.
4
8
23.5
5
2
3
.
6
1
23.2
6
2
3
.
2
5
23.2
6
2
3
.
2
8
23.3
1
23.3
3
23.3
4
2
3
.
3
4
23.3
4
2
3
.
4
0
23.4
8
2
3
.
5
5
23.1
7
2
3
.
1
8
23.1
9
2
3
.
2
2
23.2
5
23.2
8
23.2
7
2
3
.
2
6
23.2
5
2
3
.
3
2
23.4
0
2
3
.
4
9
23.0
8
2
3
.
0
9
23.1
2
2
3
.
1
6
23.1
9
23.2
3
23.2
1
2
3
.
1
9
23.1
7
2
3
.
2
4
23.3
3
2
3
.
4
2
23.0
1
2
3
.
0
2
23.0
5
2
3
.
0
9
23.1
3
23.1
7
23.1
5
2
3
.
1
2
23.0
9
2
3
.
1
7
23.2
7
2
3
.
3
8
22.9
5
2
2
.
9
6
22.9
8
2
3
.
0
3
23.0
8
23.1
2
23.0
8
2
3
.
0
5
23.0
1
2
3
.
1
0
23.2
3
2
3
.
3
6
22.9
0
2
2
.
9
0
22.9
1
2
2
.
9
6
23.0
2
23.0
7
23.0
2
2
2
.
9
7
22.9
3
2
3
.
0
3
23.1
9
2
3
.
3
5
22.8
8
2
2
.
8
4
22.8
4
2
2
.
9
0
22.9
6
23.0
1
22.9
6
2
2
.
9
0
22.8
5
2
2
.
9
7
23.1
5
2
3
.
3
4
22.9
0
2
2
.
8
1
22.7
7
2
2
.
8
3
22.9
0
22.9
6
22.8
9
2
2
.
8
3
22.7
6
2
2
.
9
0
23.1
1
2
3
.
3
2
22.9
1
2
2
.
7
7
22.7
0
2
2
.
7
7
22.8
4
22.9
1
22.8
3
2
2
.
7
6
22.6
8
2
2
.
8
3
23.0
6
2
3
.
2
8
22.9
4
2
2
.
7
4
22.6
2
2
2
.
7
0
22.7
8
22.8
5
22.7
7
2
2
.
6
9
22.6
0
2
2
.
7
5
22.9
9
2
3
.
2
4
22.9
6
2
2
.
7
3
22.5
5
2
2
.
6
6
22.7
4
22.8
0
22.7
4
2
2
.
6
5
22.5
4
2
2
.
6
8
22.9
4
2
3
.
2
0
22.9
8
2
2
.
7
5
22.6
0
2
2
.
6
8
22.7
6
22.8
4
22.7
5
2
2
.
6
6
22.5
7
2
2
.
6
9
22.9
3
2
3
.
1
6
23.0
2
2
2
.
8
0
22.6
6
2
2
.
7
3
22.8
1
22.8
8
22.7
9
2
2
.
7
1
22.6
2
2
2
.
7
4
22.9
5
2
3
.
1
7
23.0
9
2
2
.
8
7
22.7
2
2
2
.
7
9
22.8
6
2
2
.
9
2
22.8
4
2
2
.
7
6
22.6
7
2
2
.
7
9
22.9
8
2
3
.
1
9
23.1
6
2
2
.
9
3
22.7
8
2
2
.
8
4
22.9
1
2
2
.
9
7
22.8
9
2
2
.
8
0
22.7
2
2
2
.
8
1
23.0
0
2
3
.
1
8
23.2
0
2
2
.
9
8
22.8
4
2
2
.
8
9
22.9
5
2
3
.
0
1
22.9
3
2
2
.
8
5
22.7
8
2
2
.
8
4
22.9
9
2
3
.
1
5
23.2
1
2
3
.
0
2
22.9
0
2
2
.
9
5
23.0
0
2
3
.
0
5
22.9
8
2
2
.
9
0
22.8
3
2
2
.
9
0
22.9
7
2
3
.
0
8
23.2
7
2
3
.
0
8
22.9
5
2
3
.
0
0
23.0
5
2
3
.
1
0
23.0
3
2
2
.
9
7
22.8
9
2
2
.
9
7
23.0
4
2
3
.
0
0
23.3
5
2
3
.
1
6
23.0
1
2
3
.
0
6
23.1
0
2
3
.
1
4
23.0
9
2
3
.
0
4
22.9
9
2
3
.
0
6
23.1
3
2
3
.
1
7
2
3
.
2
0
23.0
7
2
3
.
1
1
23.1
5
2
3
.
1
8
23.1
5
2
3
.
1
3
23.1
0
2
3
.
1
5
23.2
1
2
3
.
2
5
2
3
.
1
6
23.1
2
2
3
.
1
3
23.1
7
2
3
.
2
2
23.2
3
2
3
.
2
2
23.2
0
2
3
.
2
4
23.2
8
2
3
.
3
1
2
3
.
0
2
23.0
6
2
3
.
1
2
23.1
7
2
3
.
2
7
23.3
1
2
3
.
3
2
23.3
2
2
3
.
3
3
23.3
5
2
3
.
3
7
2
3
.
4
±
2
3
.
4
±
2
3
.
4
±
2
3
.
3
±
2
3
.
3
±
2
3
.
3
±
2
3
.
3
±
2
3
.
3
±
2
3
.
3
±
2
3
.
4
±
2
3
.
4
±
2
3
.
4
±
2
3
.
5
±
2
3
.
5
±
2
3
.
5
±
2
3
.
5
±
2
3
.
5
±
2
3
.
5
±
2
3
.
5
±
2
3
.
5
±
2
3
.
5
±
2
3
.
6
±
2
3
.
6
±
2
3
.
6
±
2
3
.
7
±
2
3
.
6
±
2
3
.
5
±
2
3
.
5
±
2
3
.
5
±
2
3
.
5
±
2
3
.
4
±
2
3
.
4
±
2
3
.
4
±
2
3
.
4
±
2
3
.
4
±
2
3
.
4
±
23.5
±
2
3
.
7
±
23.4
±
23.3
±
23.2
±
23.1
±
23.0
±
23.0
±
22.9
±
22.9
±
23.0
±
23.0
±
23.1
±
23.1
±
23.1
±
23.1
±
23.2
±
23.3
±23.3
±23.3
±23.3
±23.4
±23.4
±23.2
±23.1
±22.8
±
22.8
±
2
2
.
8
±
2
3
.
0
±
2
3
.
1
±
2
3
.
1
±
2
3
.
3
±
2
3
.
4
±
2
3
.
5
±
2
3
.
5
±
2
3
.
4
±
2
3
.
4
±
2
3
.
4
±
23.4
±
23.3
9
23.3
3
23.2
8
23.2
3
23.1
7
23.1
2
23.0
2
22.9
6
22.9
1
22.8
6
22.8
0
22.8
4
22.8
8
23.2
7
23.3
±
START GRID
N=182932.69
E=1299021.95
44.50'
44.50'
100-YEAR FLOOD LINE
21' MIN
TRAVEL LANE
RE
N
T
O
N
M
U
N
I
C
I
P
A
L
A
I
R
P
O
R
T
(
R
N
T
)
-
R
E
N
T
O
N
,
W
A
WW
W
.
D
O
W
L
.
C
O
M
WI
N
D
S
O
C
K
&
2
4
3
B
L
D
G
.
G
A
A
P
R
O
N
&
P
A
R
K
I
N
G
L
O
T
R
E
H
A
B
I
L
I
T
A
T
I
O
N
22
C2
5
0
0
0
6
8
7
LU
A
2
4
-
0
0
0
2
9
9
PR
2
4
-
0
0
0
0
6
3
C16
GR
A
D
I
N
G
P
L
A
N
-
W
I
N
D
S
O
C
K
AP
R
O
N
GENERAL NOTES
LEGEND:
EXISTING GROUND CONTOUR
FINISHED GRADE CONTOUR
ASPHALT PAVEMENT
RECONSTRUCTION
TAXIWAY OBJECT FREE AREA (TOFA)
FG ELEVATION
J-
B
O
X
J-
B
O
X
243 BUILDING
W. PERIMETER ROAD
DRIVE LANE
AI
R
P
O
R
T
W
A
Y
EXISTING HANGAR
TW
Y
A
7
W. P
E
R
I
M
E
T
E
R
R
O
A
D
TAXIWAY A
14'
TYP
14
'
TY
P
2'
15'
TYP
15'
TYP
START GRID
N=180196.38
E=1298454.88
START GRID
N=180359.59
E=1298346.30
3
0
.
5
±
3
0
.
2
±
3
0
.
2
±
3
0
.
0
±
2
9
.
9
±
2
9
.
8
±
29.7
±
29.5
±
29.4
±
3
0
.
3
±
FC: 30.35
FC: 30.50
FC: 30.50
FC: 30.25
FC: 30.25 FC: 30.23
FC: 30.37
FC: 30.62
FC: 30.56
FC: 30.29
FC: 30.24
FC: 30.34FC: 30.35
FC: 30.47
3
0
.
5
3
3
0
.
4
6
30.4
3
30.3
8
30.3
5
30.3
1
30.2
7
30.2
0
30.1
6
30.2
0
30.3
6
3
0
.
5
1
3
0
.
4
4
30.3
9
30.3
5
30.2
9
30.2
3
30.1
6
30.0
7
30.0
2
30.0
4
30.1
8
3
0
.
4
1
30.3
6
30.3
0
30.2
4
30.1
6
30.0
5
29.9
4
29.8
5
29.8
2
29.8
6
29.2
7
29.5
5
29.6
9
29.8
1
29.9
5
30.1
0
30.2
0
30.2
6
30.3
2
3
0
.
4
±
30.2
9
30.2
4
FC: 30.30
FC: 30.30
FC: 30.41
FC: 30.36
FC: 30.39
FC: 30.40
FC: 30.55
FC: 30.54
FC: 30.42
FC: 30.57
FC: 30.42
FC: 30.41
FC: 30.54
FC: 30.54
FC: 30.64
FC: 30.30
FC: 30.40
FC: 30.44
FC: 30.38
FC: 30.30
2
9
.
9
3
2
9
.
7
9
2
9
.
6
6
2
9
.
5
0
2
9
.
3
3
2
9
.
2
0
2
9
.
1
4
2
9
.
0
8
2
9
.
0
1
28.9
5
2
8
.
9
0
2
9
.
0
2
2
9
.
8
0
2
9
.
6
1
2
9
.
4
4
2
9
.
2
6
2
9
.
0
7
2
8
.
9
3
2
8
.
8
7
2
8
.
8
1
2
8
.
7
4
2
8
.
6
8
2
8
.
6
4
2
8
.
7
1
29.6
7
29.4
2
29.2
2
29.0
2
28.8
1
28.6
5
28.6
0
28.5
4
28.4
7
28.4
0
28.3
5
28.4
4
29.5
9
29.3
4
29.1
4
28.9
4
28.7
3
28.5
7
28.5
3
28.4
7
28.3
9
28.3
2
28.2
8
28.3
7
29.5
4
29.3
2
29.1
4
28.9
5
28.7
6
28.6
3
28.5
7
28.5
1
28.4
5
28.4
0
28.3
5
28.4
0
29.3
0
29.1
3
28.9
6
28.7
8
28.6
9
28.6
3
28.5
8
28.5
2
28.4
7
28.4
2
28.4
1
29.1
8
29.0
2
28.8
7
28.7
4
28.7
3
28.7
1
28.6
7
28.6
4
28.5
9
28.5
4
28.4
8
29.0
4
28.8
7
28.8
0
28.8
0
28.8
0
28.7
9
28.7
7
28.7
6
28.7
4
28.6
9
28.6
1
29.1
±
28.9
±
28.9
±
28.9
±
28.9
±
28.9
±
28.9
±
28.9
±
28.9
±
28.9
±
28.8
±
28.8
±
2
9
.
0
0
28.7
3
28.6
0
28.5
8
28.5
7
28.4
8
28.5
1
28.5
6
28.6
±
29.8
5
28.9
0
28.8
5
28.8
6
28.8
5
28.7
9
30.1
7
28.9
±
28.9
±
28.9
±
28.9
±
28.8
±
28.8
±
28.6
±28.7
±
28.9
8
29.1
±
29.3
±
2
8
.
9
±
28.7
9
28.7
±
28.7
±
28.8
±
29.2
6
29.3
7
29.4
8
29.7
5
28.7
±
2
9
.
1
±
2
9
.
5
±
2
9
.
5
±
2
9
.
9
±
3
0
.
1
±
29.8
±
2
9
.
2
±
2
9
.
4
6
2
9
.
4
6
29.6
6
29.7
2
2
9
.
8
3
29.8
2
30.4
±
30.5
±
30.5
±
30.4
±
30.4
±
30.4
±
30.4
±
30.3
±
30.3
±
30.4
±
3
0
.
5
±
3
0
.
5
±
3
0
.
6
±
3
0
.
4
±
3
0
.
3
±
3
0
.
4
±
30.5
±
3
0
.
6
±
30.7
±
30.5
±
3
0
.
5
±
29.9
5
30.5
±
30.5
±
30.5
±
30.4
±
30.4
±
30.4
±
30.5
±
30.4
±
3
0
.
4
±
FC: 30.50
FC: 30.30
3
0
.
4
±
3
0
.
5
±
3
0
.
5
±
3
0
.
5
±
3
0
.
8
±
3
0
.
1
±
29.9
±
2
9
.
7
7
3
0
.
6
±
3
0
.
2
±
30.1
5
3
0
.
0
8
30.0
3
3
0
.
1
4
29.8
9
29.7
3
29.5
8
2
9
.
4
0
2
9
.
2
3
3
0
.
0
±
3
0
.
7
±
3
0
.
7
±
3
0
.
7
±
3
0
.
7
±
3
0
.
6
±
3
0
.
6
±
28.8
0
28.7
8
28.8
2
28.8
6
28.7
4
28.7
3
28.6
9
28.6
428.6
3
28.5
3
28.4
7
28.4
3
28.3
328.3
1
3
0
.
0
8
3
0
.
0
0
29.9
3
30.0
5
28.9
8
28.4
8
28.3
9
28.4
9
28.3
6
28.2
4
28.3
0
28.3
7
28.4
4
28.5
1
28.5
4
28.7
2
28.9
3
29.1
5
29.3
5
29.6
2
29.9
0
2
9
.
9
±
30.2
7
30.2
2
29.7
9
29.7
3
29.9
3
30.0
1
29.8
1
29.9
5
30.1
2
30.2
7
30.1
5
3
0
.
2
4
29.5
2
FC: 30.56
29.7
±
29.6
±
29.5
±
29.7
±
29.8
±
30.0
±
29.6
±
30.1
5
30.3
4
30.2
0
30.2
6
30.9
8
30.4
0
30.9
4
31.0
0
30.1
9
30.7
7
30.2
530.1
130.3
2
30.3
9
30.3
5
30.1
930.0
430.2
7
30.2
3
29.9
6
30.1
4
30.3
2
30.3
1
30.0
829.8
930.1
9
30.2
5
29.9
4
30.1
4
30.3
4
30.3
6
30.1
730.0
830.3
7
30.4
8
30.2
2
30.2
5
3
0
.
9
0
30.3
0
30.3
530.4
0
30.3
8
30.5
4
30.5
8
30.4
9
3
0
.
5
7
30.6
3
30.5
9
30.5
6
30.5
2
30.4
4
30.6
2
30.5
6
30.4
0
30.6
±
30.4
±
30.4
±30.4
±30.2
±30.0
±30.0
±
30.1
±
30.2
±
30.3
±
30.3
±
30.4
±
30.4
±
30.4
±
30.4
±
30.4
±
30.4
±
30.5
±
30.5
±
30.5
±
30.5
±
3
0
.
4
±
30.4
±
30.4
±
30.6
±
3
0
.
7
±
3
0
.
6
±
30.6
±
3
0
.
7
±
RE
N
T
O
N
M
U
N
I
C
I
P
A
L
A
I
R
P
O
R
T
(
R
N
T
)
-
R
E
N
T
O
N
,
W
A
WW
W
.
D
O
W
L
.
C
O
M
WI
N
D
S
O
C
K
&
2
4
3
B
L
D
G
.
G
A
A
P
R
O
N
&
P
A
R
K
I
N
G
L
O
T
R
E
H
A
B
I
L
I
T
A
T
I
O
N
22
C2
5
0
0
0
6
8
7
LU
A
2
4
-
0
0
0
2
9
9
PR
2
4
-
0
0
0
0
6
3
C17
GR
A
D
I
N
G
P
L
A
N
-
B
U
I
L
D
I
N
G
2
4
3
A
P
R
O
N
&
PA
R
K
I
N
G
L
O
T
GENERAL NOTES
LEGEND:
EXISTING GROUND CONTOURS
FINISHED GRADE CONTOURS
ASPHALT PAVEMENT
RECONSTRUCTION
TAXIWAY OBJECT FREE AREA (TOFA)
FG ELEVATION
TAXIWAY B
BLDG 749B
BLDG 749A
TW
Y
B
4
T
W
Y
B
5
E. PERIMET
E
R
R
O
A
D
PROPERTY
L
I
N
E
31.60'31.60'
44.50'
44.50'
31.60'31.60'31.60'31.60'
TIEDOWN
N=182611.31
E=1299207.48
TIEDOWN
N=182607.47
E=1299161.64
TIEDOWN
N=182603.63
E=1299115.81
TIEDOWN
N=182599.79
E=1299069.97
TIEDOWN
N=182680.70
E=1299063.18
TIEDOWN
N=182684.54
E=1299109.02
TIEDOWN
N=182688.38
E=1299154.86
TIEDOWN
N=182692.23
E=1299200.70
TIEDOWN
N=182723.40
E=1299175.01
TIEDOWN
N=182719.56
E=1299129.17
TIEDOWN
N=182715.71
E=1299083.33
TIEDOWN
N=182794.70
E=1299053.63
TIEDOWN
N=182829.71
E=1299073.77
TIEDOWN
N=182798.54
E=1299099.47
TIEDOWN
N=182833.56
E=1299119.61
TIEDOWN
N=182802.38
E=1299145.31
TIEDOWN
N=182837.40
E=1299165.45
TIEDOWN
N=182806.23
E=1299191.15
TIEDOWN
N=182920.23
E=1299181.59
TIEDOWN
N=182916.38
E=1299135.75
TIEDOWN
N=182912.54
E=1299089.91
TIEDOWN
N=182908.70
E=1299044.07
START 6" YELLOW ℄
N=182653.69
E=1299227.01
START 6" YELLOW ℄
N=182767.69
E=1299217.46
START 6" YELLOW ℄
N=182881.69
E=1299207.90
END NON-MOVEMENT AREA MARKING
MATCH EXISTING MARKING
N=182932.47
E=1299022.10
START NON-MOVEMENT AREA MARKING
N=182576.20
E=1299052.03
N85°12'31"E
211.70'
Δ=84°15'27"
R=19.15'
L=28.17'
Δ=84°15'27"
R=19.15'
L=28.17'
Δ=45°39'49"
R=19.00'
L=15.14'
S39°32'42"W
9.27'
N85°12'34"E
206.43'
Δ=90°00'00"
R=19.00'
L=29.85'
Δ=90°00'00"
R=19.00'
L=29.85'
Δ=90°00'00"
R=19.00'
L=29.85'
N85°12'34"E
206.52'
Δ=90°00'00"
R=19.00'
L=29.85'
S4°47'29"E
357.53'
51.20'51.20'
GRADE BREAK
N=182941.19
E=1299126.20
46.00'
TYP
46
.
0
0
'
TY
P
46
.
0
0
'
TY
P
46
.
0
0
'
TY
P
CEDAR RIV
E
R
C
O
M
M
E
R
C
I
A
L
W
A
T
E
R
W
A
Y
RE
N
T
O
N
M
U
N
I
C
I
P
A
L
A
I
R
P
O
R
T
(
R
N
T
)
-
R
E
N
T
O
N
,
W
A
WW
W
.
D
O
W
L
.
C
O
M
WI
N
D
S
O
C
K
&
2
4
3
B
L
D
G
.
G
A
A
P
R
O
N
&
P
A
R
K
I
N
G
L
O
T
R
E
H
A
B
I
L
I
T
A
T
I
O
N
22
C2
5
0
0
0
6
8
7
LU
A
2
4
-
0
0
0
2
9
9
PR
2
4
-
0
0
0
0
6
3
C18
SI
T
E
A
N
D
S
T
R
I
P
I
N
G
P
L
A
N
-
WI
N
D
S
O
C
K
A
P
R
O
N
100-YEAR FLOOD LINE
SITE PLAN AND MARKING KEYNOTES:
1.INSTALL TIEDOWN ANCHORS PER DETAILS 1, 2 AND
3 ON SHEET C21. SEE DETAIL 2 ON SHEET C22 FOR
TIEDOWN MARKING (TYP).
2.PAINT NON-MOVEMENT AREA MARKING PER DETAIL
1 ON SHEET C22.
3.PAINT 6" YELLOW TAXILANE CENTERLINE MARKING
WITH GLASS BEADS.
4.PAINT 4" WHITE MARKING (TYP).
5.CONSTRUCT CEMENT CONCRETE TRAFFIC CURB
AND GUTTER PER COR STD PLAN 101.
6.CONSTRUCT LANDSCAPE PLANTER CURB CUT. SEE
DETAIL 4 ON SHEET C21.
7.CONSTRUCT STANDARD 45° PARKING STALL. SEE
DETAIL 3 ON SHEET C22
8.CONSTRUCT STANDARD PARKING STALL. SEE
DETAIL 4 ON SHEET C22 .
9.CONSTRUCT ACCESSIBLE 45° PARKING STALL. SEE
DETAIL 5 ON SHEET C22.
10.PLACE TOPSOIL AND MULCH LANDSCAPED AREAS.
TOPSOIL AND MULCHING AREAS COMPLY WITH CITY
OF RENTON MUNICIPAL CODE SECTION 4-4-070,
LANDSCAPING AREA REQUIREMENTS.
11.PROTECT EXISTING AV FUEL SIGN IN PLACE.
12.INSTALL NEW TYPE 2 JUNCTION BOX FOR FUTURE
FIBER CONNECTION (GATES PROJECT)
13.INSTALL 3" SCHEDULE 40 PVC CONDUIT WITH PULL
CABLE FOR FUTURE FIBER CONNECTION (GATES
PROJECT)
14.INSTALL TIEDOWN ANCHORS PER DETAILS 1, 2, AND
3 ON SHEET C21. USE TIEDOWN REFERENCE POINT
PER DETAIL 2 ON SHEET C22 TO LOCATE ANCHORS
BUT DO NOT APPLY TIEDOWN MARKINGS.
15.INSTALL NEW 25-TA ELECTRICAL VAULT AND STUB
UP NEW EMPTY CONDUITS.
16.INSTALL SALVAGED GATE V7 AND ALL ASSOCIATED
EQUIPMENT, INCLUDING GATE, OPERATOR ON NEW
CONCRETE FOUNDATION, POWER CONTROL RACK
AND CABINET, ACCESS CONTROL ANTENNAS,
STROBE SENSOR, GATE CATCH STANCHION, SIGNS
ON ADJACENT FENCE, CARD READER PEDESTAL
AND CARD READERS, AND ALL ASSOCIATED
EQUIPMENT TO PROVIDE A FULLY FUNCTIONING
RELOCATED GATE.
17.INSTALL NEW BLACK CHAINLINK FENCE.
LEGEND:
ASPHALT PAVEMENT RECONSTRUCTION
TOPSOIL & MULCHING
PAVEMENT EDGE
PROPOSED TIEDOWN ANCHOR
TAXIWAY OBJECT FREE AREA (TOFA)
FLOODWAY
62.00'
AI
R
P
O
R
T
W
A
Y
243
BLDG
DRIVE LA
N
E
EXISTING
HANGAR
TW
Y
A
7
TAXIWA
Y
A
W. PERIMETER ROAD
PR
O
P
E
R
T
Y
L
I
N
E
W.
P
E
R
I
M
E
T
E
R
R
O
A
D
J-
B
O
X
J-B
O
X
TIEDOWN
N=180286.16
E=1298517.67
TIEDOWN
N=180282.18
E=1298471.85
TIEDOWN
N=180278.19
E=1298426.02
TIEDOWN
N=180274.21
E=1298380.19
START
N=180320.24
E=1298349.72
N85°01'48"E
211.34'
Δ=43°52'08"
R=19.00'
L=14.55'
N41°09'40"E
65.39'
Δ=85°39'49"
R=19.00'
L=28.41'
14.25'
START 4" WHITE EDGE LINE
N=180159.13
E=1298651.03
START 4" WHITE EDGE LINE
N=180126.90
E=1298655.14
END 4" WHITE EDGE LINE
N=180379.50
E=1298535.00
END 4" WHITE EDGE LINE
N=180375.26
E=1298514.85
20.00
'
TYP
15.00'
TYP
25.00'
TYP
END 4" DASHED WHITE ℄
N=180371.67
E=1298526.24
START 4" DASHED WHITE CL
N=180175.23
E=1298623.52
46.00'
TYP
GRADE BREAK
N=180297.16
E=1298540.26
10.00
'
TYP
RE
N
T
O
N
M
U
N
I
C
I
P
A
L
A
I
R
P
O
R
T
(
R
N
T
)
-
R
E
N
T
O
N
,
W
A
WW
W
.
D
O
W
L
.
C
O
M
WI
N
D
S
O
C
K
&
2
4
3
B
L
D
G
.
G
A
A
P
R
O
N
&
P
A
R
K
I
N
G
L
O
T
R
E
H
A
B
I
L
I
T
A
T
I
O
N
22
C2
5
0
0
0
6
8
7
LU
A
2
4
-
0
0
0
2
9
9
PR
2
4
-
0
0
0
0
6
3
C19
SI
T
E
A
N
D
S
T
R
I
P
I
N
G
P
L
A
N
-
B
U
I
L
D
N
G
2
4
3
AP
R
O
N
&
P
A
R
K
I
N
G
L
O
T
R12.00'
R9.00'
R1.25'
R10.00'
R4.00'
R3.50'
R84.75'
R20.00'
R2.00'
R301.10'
R1.00'
R36.00'
R1.00'
R1.00'
R2.50'
PEDESTRIAN
GATE P10
EXISTING MANUAL
GATE TO REMAIN
SITE PLAN AND MARKING KEYNOTES:
1.INSTALL TIEDOWN ANCHORS PER DETAILS 1, 2 AND
3 ON SHEET C21. SEE DETAIL 2 ON SHEET C22 FOR
TIEDOWN MARKING (TYP).
2.PAINT NON-MOVEMENT AREA MARKING PER DETAIL
1 ON SHEET C22.
3.PAINT 6" YELLOW TAXILANE CENTERLINE MARKING
WITH GLASS BEADS.
4.PAINT 4" WHITE MARKING (TYP).
5.CONSTRUCT CEMENT CONCRETE TRAFFIC CURB
AND GUTTER PER COR STD PLAN 101.
6.CONSTRUCT LANDSCAPE PLANTER CURB CUT. SEE
DETAIL 4 ON SHEET C21.
7.CONSTRUCT STANDARD 45° PARKING STALL. SEE
DETAIL 3 ON SHEET C22
8.CONSTRUCT STANDARD PARKING STALL. SEE
DETAIL 4 ON SHEET C22 .
9.CONSTRUCT ACCESSIBLE 45° PARKING STALL. SEE
DETAIL 5 ON SHEET C22.
10.PLACE TOPSOIL AND MULCH LANDSCAPED AREAS.
TOPSOIL AND MULCHING AREAS COMPLY WITH CITY
OF RENTON MUNICIPAL CODE SECTION 4-4-070,
LANDSCAPING AREA REQUIREMENTS.
11.PROTECT EXISTING AV FUEL SIGN IN PLACE.
12.INSTALL NEW TYPE 2 JUNCTION BOX FOR FUTURE
FIBER CONNECTION (GATES PROJECT)
13.INSTALL 3" SCHEDULE 40 PVC CONDUIT WITH PULL
CABLE FOR FUTURE FIBER CONNECTION (GATES
PROJECT)
14.INSTALL TIEDOWN ANCHORS PER DETAILS 1, 2, AND
3 ON SHEET C21. USE TIEDOWN REFERENCE POINT
PER DETAIL 2 ON SHEET C22 TO LOCATE ANCHORS
BUT DO NOT APPLY TIEDOWN MARKINGS.
15.INSTALL NEW 25-TA ELECTRICAL VAULT AND STUB
UP NEW EMPTY CONDUITS.
16.INSTALL SALVAGED GATE V7 AND ALL ASSOCIATED
EQUIPMENT, INCLUDING GATE, OPERATOR ON NEW
CONCRETE FOUNDATION, POWER CONTROL RACK
AND CABINET, ACCESS CONTROL ANTENNAS,
STROBE SENSOR, GATE CATCH STANCHION, SIGNS
ON ADJACENT FENCE, CARD READER PEDESTAL
AND CARD READERS, AND ALL ASSOCIATED
EQUIPMENT TO PROVIDE A FULLY FUNCTIONING
RELOCATED GATE.
17.INSTALL NEW BLACK CHAINLINK FENCE.
LEGEND:
ASPHALT PAVEMENT RECONSTRUCTION
TOPSOIL & MULCHING
PAVEMENT EDGE
PROPOSED TIEDOWN ANCHOR
TAXIWAY OBJECT FREE AREA (TOFA)
FLOODWAY
RE
N
T
O
N
M
U
N
I
C
I
P
A
L
A
I
R
P
O
R
T
(
R
N
T
)
-
R
E
N
T
O
N
,
W
A
WW
W
.
D
O
W
L
.
C
O
M
WI
N
D
S
O
C
K
&
2
4
3
B
L
D
G
.
G
A
A
P
R
O
N
&
P
A
R
K
I
N
G
L
O
T
R
E
H
A
B
I
L
I
T
A
T
I
O
N
22
C2
5
0
0
0
6
8
7
LU
A
2
4
-
0
0
0
2
9
9
PR
2
4
-
0
0
0
0
6
3
TR
E
N
C
H
D
E
T
A
I
L
&
T
Y
P
I
C
A
L
S
E
C
T
I
O
N
S
C20
CONSTRUCTION NOTES KEY NOTES
RE
N
T
O
N
M
U
N
I
C
I
P
A
L
A
I
R
P
O
R
T
(
R
N
T
)
-
R
E
N
T
O
N
,
W
A
WW
W
.
D
O
W
L
.
C
O
M
WI
N
D
S
O
C
K
&
2
4
3
B
L
D
G
.
G
A
A
P
R
O
N
&
P
A
R
K
I
N
G
L
O
T
R
E
H
A
B
I
L
I
T
A
T
I
O
N
22
C2
5
0
0
0
6
8
7
LU
A
2
4
-
0
0
0
2
9
9
PR
2
4
-
0
0
0
0
6
3
CI
V
I
L
D
E
T
A
I
L
S
C21
CONSTRUCTION NOTES:
AIRCRAFT MOORING EYE NOTES
PLAN VIEW SECTION A-A SECTION B-B
RE
N
T
O
N
M
U
N
I
C
I
P
A
L
A
I
R
P
O
R
T
(
R
N
T
)
-
R
E
N
T
O
N
,
W
A
WW
W
.
D
O
W
L
.
C
O
M
WI
N
D
S
O
C
K
&
2
4
3
B
L
D
G
.
G
A
A
P
R
O
N
&
P
A
R
K
I
N
G
L
O
T
R
E
H
A
B
I
L
I
T
A
T
I
O
N
22
C2
5
0
0
0
6
8
7
LU
A
2
4
-
0
0
0
2
9
9
PR
2
4
-
0
0
0
0
6
3
MA
R
K
I
N
G
D
E
T
A
I
L
S
C22