HomeMy WebLinkAboutEx_04_Civil_PlansCITY OF RENTON
RENTON MUNICIPAL AIRPORT (RNT)
WINDSOCK & 243 BLDG. GA APRON &
PARKING LOT REHABILITATION
JUNE 2024
SHEET INDEX
SHEET NO.SHEET NAME
RE
N
T
O
N
M
U
N
I
C
I
P
A
L
A
I
R
P
O
R
T
(
R
N
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)
-
R
E
N
T
O
N
,
W
A
WW
W
.
D
O
W
L
.
C
O
M
WI
N
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C
K
&
2
4
3
B
L
D
G
.
G
A
A
P
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O
N
&
P
A
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K
I
N
G
L
O
T
R
E
H
A
B
I
L
I
T
A
T
I
O
N
22
PROJECT LOCATION
VICINITY MAP
PROJECT
SITE
243 BLDG
WIND SOCK
GA APRON
C1
CO
V
E
R
S
H
E
E
T
LEGEND ABBREVIATIONS
Exhibit 4
Docusign Envelope ID: D31D61AF-180E-439C-B708-0C917E2644A7
RAMP
PAVED
PAVED
PAVED
PAVED PARKING
PAVED
PAVED
PAVED
WIND SOCK AIRPORTPROPERTY
FH
PAVED
PAVED
PAVED
MBX
TAXIWAY A
RAINIER AVE N
LOGAN AVE
N
RUNWAY 16-34
W. PERIMETER R
O
A
D
600 BLDG500
BLDG
540
BLDG
RAINIER
FLIGHT
E. PERIMETER ROA
D
TAXIWAY B
WIND SOCK
GA APRON
APRON CAPRON B
AIR
P
O
R
T
W
A
Y
APRON D
COMPASS
ROSE
APRON R
PRO-FLIGHT AVIATION
A7
B
7 B6
A6
B5
A5
B4
A4
B3
A3
A2
A1
TAXIWAY B
AIRPORT OFFICE & ATCT
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
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A
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22C2
CO
N
S
T
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U
C
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I
O
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S
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P
L
A
N
GENERAL NOTES:
LEGEND:
Docusign Envelope ID: D31D61AF-180E-439C-B708-0C917E2644A7
RAMP
PAVED
PAVED
PAVED
PAVED PARKING
PAVED
PAVED
PAVED
WIND SOCK AIRPORTPROPERT
Y
FH
PAVED
PAVED
PAVED
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 AVE
N
RUNWAY 16-34
W. PERIMETER RO
A
D
E. PERIMETER RO
A
D
TAXIWAY B
WIND SOCK
GA APRON
APRON CAPRON B
APRON A
AIR
P
O
R
T
W
A
Y
APRON D
COMPASS
ROSE
APRON R
RE
N
T
O
N
M
U
N
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P
A
L
A
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WW
W
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C
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&
2
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A
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A
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N
22C3
SU
R
V
E
Y
C
O
N
T
R
O
L
P
L
A
N
SURVEY NOTES:SURVEY CONTROL:
LEGEND:
CONTROL POINT TABLE:
Docusign Envelope ID: D31D61AF-180E-439C-B708-0C917E2644A7
CEDAR RIVE
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. PERIMETER
R
O
A
D
RUNWAY 16-34
PROPERTY LI
N
E
44.50'
44.50'
CONTRACTOR'S PRIMARY
STOCKPILE AND STAGING AREA
WORK AREA
BIRD CANNON
BLOCK OFF PEDESTRIAN ACCESS
21' MIN
100-YEAR FLOOD LINE
RE
N
T
O
N
M
U
N
I
C
I
P
A
L
A
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P
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T
(
R
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)
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N
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,
W
A
WW
W
.
D
O
W
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&
2
4
3
B
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D
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.
G
A
A
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P
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G
L
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H
A
B
I
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I
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A
T
I
O
N
22C4
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
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
TRAFFIC SAFETY CONES OR DRUMS
PROPERTY LINE
TAXIWAY OBJECT FREE AREA
FLOODWAY
C11
1
WORK AREA #1 - PHASE 1 NOTES:
CONSTRUCTION NOTES:
PLACE LOW PROFILE BARRICADE PER
DETAIL SHEET
PLACE TEMPORARY TRAFFIC SAFETY
CONES OR DRUMS
C11
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
3
VEHICLE GATE V10
RELOCATION AND DRIVE
AISLE FULL DEPTH
RECONSTRUCTION AND
INITIAL MARKING
RUNWAY
16-34 OPEN
ALL TAXIWAYS AND TAXILANES
OPEN ALL APRONS OPEN 8:00 AM - 6:00 PM 10 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
Docusign Envelope ID: D31D61AF-180E-439C-B708-0C917E2644A7
CEDAR RIVE
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. PERIMETER
R
O
A
D
RUNWAY 16-34
PROPERTY LI
N
E
44.50'
44.50'
CONTRACTOR'S PRIMARY
STOCKPILE AND STAGING AREA
WORK AREA
BIRD CANNON
BLOCK OFF PEDESTRIAN ACCESS
21' MIN
100-YEAR FLOOD LINE
RE
N
T
O
N
M
U
N
I
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A
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22C5
CO
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S
A
F
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&
PH
A
S
I
N
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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
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.
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
C11
1
WORK AREA #1 - PHASE 2 NOTES:
CONSTRUCTION NOTES:
PLACE LOW PROFILE BARRICADE PER
DETAIL SHEET
PLACE TEMPORARY TRAFFIC SAFETY
CONES OR DRUMS
C11
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
3
VEHICLE GATE V10
RELOCATION AND DRIVE
AISLE FULL DEPTH
RECONSTRUCTION AND
INITIAL MARKING
RUNWAY
16-34 OPEN
ALL TAXIWAYS AND TAXILANES
OPEN ALL APRONS OPEN 8:00 AM - 6:00 PM 10 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
Docusign Envelope ID: D31D61AF-180E-439C-B708-0C917E2644A7
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
EXISTING
HANGAR
PARKING
LOT
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
RE
N
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(
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)
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,
W
A
WW
W
.
D
O
W
L
.
C
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WI
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&
2
4
3
B
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.
G
A
A
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&
P
A
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K
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A
B
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A
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22C6
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 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
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
FLOODWAY
C11
1
WORK AREA #2 - PHASE 1 NOTES:
CONSTRUCTION NOTES:
PLACE LOW PROFILE BARRICADE PER
DETAIL SHEET
PLACE TEMPORARY TRAFFIC SAFETY
CONES OR DRUMS
C11
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
3
VEHICLE GATE V10
RELOCATION AND DRIVE
AISLE FULL DEPTH
RECONSTRUCTION AND
INITIAL MARKING
RUNWAY
16-34 OPEN
ALL TAXIWAYS AND TAXILANES
OPEN ALL APRONS OPEN 8:00 AM - 6:00 PM 10 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
Docusign Envelope ID: D31D61AF-180E-439C-B708-0C917E2644A7
62.00'
AI
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R
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243
BLDG
DRIVE
L
A
N
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APRON EXISTING
HANGAR
PARKING
LOT
TW
Y
A
7
TAXIWAY A
RUNWAY 16-34
W. PERIMETER ROAD
VEHICLE GATE V10
PR
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P
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R
T
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L
I
N
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APRON B
WORK AREA
CONTRACTOR'S PRIMARY
STOCKPILE AND STAGING AREA
PEDESTRIAN
GATE P10
RE
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M
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22C7
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&
PH
A
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A
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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
C11
1
CONSTRUCTION NOTES:
PLACE LOW PROFILE BARRICADE PER
DETAIL SHEET
PLACE TEMPORARY TRAFFIC SAFETY
CONES OR DRUMS
C11
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
3
VEHICLE GATE V10
RELOCATION AND DRIVE
AISLE FULL DEPTH
RECONSTRUCTION AND
INITIAL MARKING
RUNWAY
16-34 OPEN
ALL TAXIWAYS AND TAXILANES
OPEN ALL APRONS OPEN 8:00 AM - 6:00 PM 10 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
Docusign Envelope ID: D31D61AF-180E-439C-B708-0C917E2644A7
AI
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P
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W
A
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W.
P
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R
I
M
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T
E
R
R
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A
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243
BLDG
DRIVE L
A
N
E
APRON EXISTING
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
RE
N
T
O
N
M
U
N
I
C
I
P
A
L
A
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P
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W
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2
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22C8
CO
N
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S
A
F
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T
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&
PH
A
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I
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G
P
L
A
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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 3 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
C11
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
3
VEHICLE GATE V10
RELOCATION AND DRIVE
AISLE FULL DEPTH
RECONSTRUCTION AND
INITIAL MARKING
RUNWAY
16-34 OPEN
ALL TAXIWAYS AND TAXILANES
OPEN ALL APRONS OPEN 8:00 AM - 6:00 PM 10 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
CONSTRUCTION NOTES:
PLACE LOW PROFILE BARRICADE PER
DETAIL SHEET
PLACE TEMPORARY TRAFFIC SAFETY
CONES OR DRUMS
C11
1
Docusign Envelope ID: D31D61AF-180E-439C-B708-0C917E2644A7
AI
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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 EXISTING
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
RE
N
T
O
N
M
U
N
I
C
I
P
A
L
A
I
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P
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W
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&
2
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3
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CO
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S
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F
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&
PH
A
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I
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P
L
A
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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
C11
1
CONSTRUCTION NOTES:
PLACE LOW PROFILE BARRICADE PER
DETAIL SHEET
PLACE TEMPORARY TRAFFIC SAFETY
CONES OR DRUMS
C11
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
3
VEHICLE GATE V10
RELOCATION AND DRIVE
AISLE FULL DEPTH
RECONSTRUCTION AND
INITIAL MARKING
RUNWAY
16-34 OPEN
ALL TAXIWAYS AND TAXILANES
OPEN ALL APRONS OPEN 8:00 AM - 6:00 PM 10 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
Docusign Envelope ID: D31D61AF-180E-439C-B708-0C917E2644A7
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
EXISTING
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
RE
N
T
O
N
M
U
N
I
C
I
P
A
L
A
I
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P
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T
(
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)
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,
W
A
WW
W
.
D
O
W
L
.
C
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WI
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D
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O
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&
2
4
3
B
L
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G
.
G
A
A
P
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O
N
&
P
A
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K
I
N
G
L
O
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R
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H
A
B
I
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I
T
A
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I
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N
22C10
CO
N
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S
A
F
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T
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&
PH
A
S
I
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P
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A
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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
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
C11
1
WORK AREA #2 - PHASE 5 NOTES:
CONSTRUCTION NOTES:
PLACE LOW PROFILE BARRICADE PER
DETAIL SHEET
PLACE TEMPORARY TRAFFIC SAFETY
CONES OR DRUMS
C11
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
3
VEHICLE GATE V10
RELOCATION AND DRIVE
AISLE FULL DEPTH
RECONSTRUCTION AND
INITIAL MARKING
RUNWAY
16-34 OPEN
ALL TAXIWAYS AND TAXILANES
OPEN ALL APRONS OPEN 8:00 AM - 6:00 PM 10 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
Docusign Envelope ID: D31D61AF-180E-439C-B708-0C917E2644A7
RE
N
T
O
N
M
U
N
I
C
I
P
A
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A
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(
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)
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22
CO
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S
A
F
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&
PH
A
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A
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S
LOW PROFILE BARRICADE DETAIL
LOW PROFILE BARRICADE NOTES:
LOW PROFILE BARRICADE
PRE-APPROVED PRODUCTS:
C11
1.AIRCRAFT ALWAYS HAVE THE RIGHT OF WAY. CONTRACTOR SHALL YIELD TO AIRCRAFT AT ALL TIMES.
2.THE WORK AREAS AND CONTRACT TIME FOR COMPLETION OF EACH PHASE IS DESCRIBED IN THE CONSTRUCTION PHASING SUMMARY
TABLE ON SHEETS C4-C10. LIQUIDATED DAMAGES WILL BE ASSESSED PER THE CONTRACT DOCUMENTS FOR FAILURE TO SUBSTANTIALLY
COMPLETE EACH PHASE WITHIN THE ALLOTTED DURATION.
3.ALL WORK WITHIN EACH PHASE SHALL BE SUBSTANTIALLY COMPLETE PRIOR TO BEGINNING WORK IN THE NEXT PHASE, EXCEPT AS NOTED
ON THE PHASING SUMMARY TABLE.
4.A FOD INSPECTION SHALL BE PERFORMED BY THE CONTRACTOR AT THE END OF EACH PHASE, ON ALL WORK AREAS IN THAT PHASE, PRIOR
TO RE-OPENING. ALL DEBRIS AND POTENTIAL FOD SHALL BE REMOVED FROM AIRFIELD SURFACES PRIOR TO RE-OPENING THE WORK AREA.
5.CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48-HOURS IN ADVANCE OF ANY CHANGES TO CONSTRUCTION PHASING.
6.CONTRACTOR SHALL PLACE AND MAINTAIN ALL BARRICADES, INCLUDING REPLACING LIGHTS ON LOW-PROFILE BARRICADES. GAPS
BETWEEN BARRICADES SHALL BE NO MORE THAN 4-FEET.
7.WHERE MULTIPLE WORK AREAS ARE PROVIDED, WORK SHALL OCCUR SIMULTANEOUSLY.
GENERAL CONSTRUCTION SAFETY AND PHASING NOTES:
Docusign Envelope ID: D31D61AF-180E-439C-B708-0C917E2644A7
CEDAR RIVE
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
TWY
B
4
T
W
Y
B
5
E. PERIMETE
R
R
O
A
D
PROPERTY L
I
N
E
44.50'
44.50'
SAWCUT ALONG EXISTING JOINT
21' MIN
TRAVEL LANE
100-YEAR FLOOD LINE
RE
N
T
O
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M
U
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22C12
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P
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&
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S
C
P
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A
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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 NOTES:
1.INSTALL STORM DRAIN INLET PROTECTION PER
WSDOT STD PLAN I-40.20-00.
2.INSTALL SILT FENCE PER WSDOT STD PLAN
I-30.15-02.
3.INSTALL TRIANGULAR SILT DIKE PER DTL ON SHEET
C14.
EROSION CONTROL GENERAL NOTES:
SITE PREPARATION 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 AS NEEDED.
4.PROTECT EXISTING FENCE IN PLACE.
5.REMOVE EXISTING EXTRUDED CURB.
6.SAWCUT EXISTING PAVEMENT.
7.REMOVE EXISTING PAINT MARKING.
8.PROTECT EXISTING CATCH BASIN IN PLACE. SEE
PLAN FOR PROPOSED RIM ADJUSTMENTS.
Docusign Envelope ID: D31D61AF-180E-439C-B708-0C917E2644A7
62.00'
AI
R
P
O
R
T
W
A
Y
243
BLDG
DRIVE LAN
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 SHEET C19.
PEDESTRIAN
GATE P10
RE
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M
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I
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22C13
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P
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A
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I
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N
&
T
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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 NOTES:
1.INSTALL STORM DRAIN INLET PROTECTION PER
WSDOT STD PLAN I-40.20-00.
2.INSTALL SILT FENCE PER WSDOT STD PLAN
I-30.15-02.
3.INSTALL TRIANGULAR SILT DIKE PER DTL ON SHEET
C14.
EROSION CONTROL GENERAL NOTES:
SITE PREPARATION 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 AS NEEDED.
4.PROTECT EXISTING FENCE IN PLACE.
5.REMOVE EXISTING EXTRUDED CURB.
6.SAWCUT EXISTING PAVEMENT.
7.REMOVE EXISTING PAINT MARKING.
8.PROTECT EXISTING CATCH BASIN IN PLACE. SEE
PLAN FOR PROPOSED RIM ADJUSTMENTS.
Docusign Envelope ID: D31D61AF-180E-439C-B708-0C917E2644A7
RE
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M
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22
SI
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&
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C
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A
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L
S
TRIANGULAR SILT DIKE DETAIL
C14
Docusign Envelope ID: D31D61AF-180E-439C-B708-0C917E2644A7
WIND SOCK
CEDAR RIVER C
O
M
M
E
R
C
I
A
L
W
A
T
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R
W
A
Y
TAXIWAY B
BLDG 749B
BLDG 749A
TWY
B
4
T
W
Y
B
5
E. PERIMETER RO
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
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0
9
23.1
2
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3
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1
6
23.1
9
23.2
3
23.2
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2
3
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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
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2
4
22.9
6
2
2
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7
3
22.5
5
2
2
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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
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2
0
22.9
8
2
2
.
7
5
22.6
0
2
2
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6
8
22.7
6
22.8
4
22.7
5
2
2
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6
6
22.5
7
2
2
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6
9
22.9
3
2
3
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1
6
23.0
2
2
2
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8
0
22.6
6
2
2
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7
3
22.8
1
22.8
8
22.7
9
2
2
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7
1
22.6
2
2
2
.
7
4
22.9
5
2
3
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1
7
23.0
9
2
2
.
8
7
22.7
2
2
2
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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
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1
9
23.1
6
2
2
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9
3
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8
2
2
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8
4
22.9
1
2
2
.
9
7
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9
2
2
.
8
0
22.7
2
2
2
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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
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1
5
23.2
1
2
3
.
0
2
22.9
0
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2
.
9
5
23.0
0
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3
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0
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8
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2
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9
0
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3
2
2
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9
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7
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3
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0
8
23.2
7
2
3
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0
8
22.9
5
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3
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0
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5
2
3
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1
0
23.0
3
2
2
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9
7
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2
2
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9
7
23.0
4
2
3
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0
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5
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1
6
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3
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3
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1
4
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4
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3
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6
23.1
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3
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1
7
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0
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3
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2
2
3
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3
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2
3
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2
2
23.2
3
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3
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2
2
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3
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2
4
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8
2
3
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3
1
2
3
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2
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6
2
3
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1
2
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7
2
3
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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
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5
±
2
3
.
5
±
2
3
.
4
±
2
3
.
4
±
2
3
.
4
±
23.4
±
23.3
9
23.3
3 23.28 23.2
3
23.1
7
23.1
2
23.0
2
22.9
6 22.9
1
22.86 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
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
22C15
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 GRADE CONDITIONS
FINISHED GRADE CONDITIONS
ASPHALT PAVEMENT
RECONSTRUCTION
TAXIWAY OBJECT FREE AREA (TOFA)
FG ELEVATION
Docusign Envelope ID: D31D61AF-180E-439C-B708-0C917E2644A7
243 BUILDING
W. PERIMETER ROAD
DRIVE LANE
AIR
P
O
R
T
W
A
Y
EXISTING HANGAR
TWY
A
7
W. P
E
R
I
M
E
T
E
R
R
O
A
D
FC: 30.26
FC: 30.39
FC: 30.39
FC: 30.22
FC: 30.22
FC: 30.22
FC: 30.37
FC: 30.62
FC: 30.56
FC: 30.19
FC: 30.20
FC: 30.34
FC: 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
1
30.1
6
30.2
0
30.3
6
3
0
.
5
1
3
0
.
4
4
30.3
9
30.3
5
30.29
30.2
3
30.1
6
30.0
7
30.02
30.0
4
30.1
8
3
0
.
4
1
30.3
6
30.3
1
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
8
29.7
0
29.8
1
29.9
5
30.0
9
30.2
1
30.2
8
30.3
3
3
0
.
4
±
30.3
2
30.3
0
FC: 30.46
FC: 30.30
FC: 30.41
FC: 30.36
FC: 30.39
FC: 30.40
FC: 30.55
FC: 30.22
FC: 30.22
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: 30.38
FC: 30.44
FC: 30.38
FC: 30.12
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
1
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
3
2
8
.
7
1
29.6
7
29.4
2
29.2
2
29.02
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
5
29.3
3
29.14
28.9
5
28.7
6
28.6
3
28.5
7
28.5
1
28.4
5
28.39
28.3
6
28.4
0
29.4
9
29.3
0
29.13
28.9
6
28.7
8
28.6
9
28.6
3
28.5
8
28.5
2
28.4
6
28.4
2
28.4
1
29.3
9
29.2
0
29.0
2
28.8
7
28.7
5
28.7
3
28.7
1
28.6
7
28.64
28.5
9
28.5
4
28.4
8
29.2
7
29.0
5
28.8
8
28.80
28.8
0
28.8
0
28.7
9
28.7
7
28.76
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
1
28.5
8
28.57 28.47 28.5
1
28.5
6
28.6
±
29.87
28.9
0 28.85 28.86 28.8
5
28.8
0
30.2
1
TAXIWAY A
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
±
2
9
.
3
±
2
9
.
5
±
2
9
.
6
±
2
9
.
8
±
2
9
.
8
±
2
9
.
9
±
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
7
29.6
6
29.7
2
2
9
.
8
3
29.8
1
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
±
3
0
.
6
±
3
0
.
3
±
30.5
±
3
0
.
6
±
30.7
±
30.5
±
3
0
.
5
±
3
0
.
2
±
30.5
±
3
0
.
1
3
3
0
.
1
1
3
0
.
1
5
3
0
.
1
9
3
0
.
2
3
3
0
.
2
5
3
0
.
2
9
3
0
.
3
1
3
0
.
3
8
3
0
.
3
4
3
0
.
3
3
3
0
.
3
4
3
0
.
3
6
3
0
.
3
7
30.5
±
30.5±
30.5
±
30.4
±
30.4
±
30.4
±
30.4
±
30.5
±
30.4
±
FC: 30.39
3
0
.
0
6
2
9
.
9
4
2
9
.
8
7
2
9
.
9
4
3
0
.
0
0
3
0
.
0
6
3
0
.
1
3
3
0
.
4
4
30.3
5
30.25
30.1
8
30.2
0
30.2
3
30.2
7
FC: 30.52
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
.
1
1
30.0
5
3
0
.
1
5
29.8
9
29.7
3
29.5
8
2
9
.
4
0
2
9
.
2
3
3
0
.
0
±
2
9
.
2
±
3
0
.
0
±
3
0
.
1
±
3
0
.
3
±
3
0
.
7
±
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
28.86
28.7
428.7
3
28.6
9
28.6
428.6
3
28.5
3
28.4
7
28.4
3
28.3328.3
1
3
0
.
0
8
3
0
.
0
1
29.9
330.0
5
28.98
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
14'
TYP
14
'
TY
P
2
9
.
9
±
2'
15'
TYP
15'
TYP
START GRID
N=180196.38
E=1298454.88
START GRID
N=180359.59
E=1298346.30
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
22C16
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 GRADE CONDITIONS
FINISHED GRADE CONDITIONS
ASPHALT PAVEMENT
RECONSTRUCTION
TAXIWAY OBJECT FREE AREA (TOFA)
FG ELEVATION
Docusign Envelope ID: D31D61AF-180E-439C-B708-0C917E2644A7
243
BLDG
W.
P
E
R
I
M
E
T
E
R
R
O
A
D
10+00
11
+
0
0
11+4
0
1 SSMH #1
N=180235.13
E=1298418.71
1 SSMH #2
N=180251.91
E=1298400.80
2 24.5LF
@ 0.5%
2 78.3LF
@ 0.5%
4
20
25
30
35
20
25
30
35
10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+4011+40
6" PVC 3034 SDR35
24.5LF @0.50%6" PVC 3034 SDR35 78.3LF @0.50%
SSMH #1
STD PLAN 400.1
RIM = 29.94
INV IN (SW) = 27.37
INV OUT (NW) = 24.52
SSMH #2
STD PLAN 400.1
RIM = 28.97
INV IN (SE) = 24.40
INV OUT (W) = 24.30
EX SSMH
RIM = 28.55
INV IN (E) = 23.91
INV OUT (N) = 23.81
STORM CROSSING
1.5' MIN
FINISHED GRADE
EXISTING GRADE
243
BUILDING
EXISTING 6" D.I. SIDE SEWER
FOUNDATION
243
BUILDING
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
22C17
SA
N
T
I
A
R
Y
S
E
W
E
R
P
L
A
N
&
PR
O
F
I
L
E
SANITARY SEWER CONSTRUCTION NOTES:
1.INSTALL 48" SANITARY SEWEER MANHOLE. SEE
PROFILE ON THIS SHEET FOR STRUCTURE
INFORMATION. SEE COR STD DTL 400.1.
2.INSTALL 6" SANITARY SEWER LATERAL. SEE
PROFILE VIEW FOR PIPE INFORMATION.
3.CORE DRILL AND CONNECT TO EXISTING SANITARY
SEWER MANHOLE. SEE DTL ON SHEET C21.
4.CONNECT EXISTING SANITARY SEWR LATERAL TO
PROPOSED MANHOLE.
LEGEND:
ASPHALT PAVEMENT RECONSTRUCTION
TOPSOIL & SEEDING
PAVEMENT EDGE
PROPOSED TIEDOWN ANCHOR
TAXIWAY OBJECT FREE AREA (TOFA)
EXISTING SANITARY SEWER LINE
EXISTING SANITARY SEWER MANHOLE
PROPOSED SANITARY SEWER LINE
PROPOSED SANITARY SEWER MANHOLE
SANITARY SEWER EXTENSION - PLAN VIEW
SANITARY SEWER EXTENSION - PROFILE VIEW
3
#
Docusign Envelope ID: D31D61AF-180E-439C-B708-0C917E2644A7
TAXIWAY B
BLDG 749B
BLDG 749A
TWY
B
4
T
W
Y
B
5
E. PERIMETE
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
TIEDOWNN=182802.38E=1299145.31
TIEDOWN
N=182837.40
E=1299165.45
TIEDOWN
N=182806.23
E=1299191.15
TIEDOWNN=182920.23E=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
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=182585.92
E=1299157.92
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 RIVE
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
22C18
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
SITE PLAN AND MARKING NOTES:
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 SEED LANDSCAPED AREAS.
LEGEND:
ASPHALT PAVEMENT RECONSTRUCTION
TOPSOIL & SEEDING
PAVEMENT EDGE
PROPOSED TIEDOWN ANCHOR
TAXIWAY OBJECT FREE AREA (TOFA)
GRADE BRAKE
FLOODWAY
100-YEAR FLOOD LINE
Docusign Envelope ID: D31D61AF-180E-439C-B708-0C917E2644A7
62.00'
AI
R
P
O
R
T
W
A
Y
243
BLDG
DRIVE LAN
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
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 ℄
N=180175.23
E=1298623.52
46.00'
TYP
GRADE BREAK
N=180151.26
E=1298454.84
GRADE BREAK
N=180167.15
E=1298468.92
GRADE BREAK
N=180145.12
E=1298595.75
GRADE BREAK
N=180162.02
E=1298586.67
GRADE BREAK
N=180286.64
E=1298382.88
GRADE BREAKN=180281.18E=1298356.50
GRADE BREAK
N=180247.43
E=1298349.24
GRADE BREAK
N=180282.84
E=1298363.34
GRADE BREAK
N=180297.16
E=1298540.26
GRADE BREAK
N=180373.03
E=1298500.79
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
22C19
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
SITE PLAN AND MARKING NOTES:
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 SEED LANDSCAPED AREAS.
LEGEND:
ASPHALT PAVEMENT RECONSTRUCTION
TOPSOIL & SEEDING
PAVEMENT EDGE
PROPOSED TIEDOWN ANCHOR
TAXIWAY OBJECT FREE AREA (TOFA)
GRADE BRAKE
FLOODWAY
R15.00'
R2.50'
R1.25'
R10.00'
R4.00'
R3.50'
R84.75'
R20.00'
R2.00'
R301.10'
R1.00'
R35.00'
R1.00'
R1.00'
R2.50'
RELOCATE AND REUSE
EXISTING V7 VEHICLE GATE AND
ALL ASSOCIATED APPARATUES
PEDESTRIAN
GATE P10
PROPOSED SANITARY
SEWER EXTENSION
SEE SHEET C17
Docusign Envelope ID: D31D61AF-180E-439C-B708-0C917E2644A7
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
TY
P
I
C
A
L
S
E
C
T
I
O
N
S
C20
CONSTRUCTION NOTES
KEY NOTES
Docusign Envelope ID: D31D61AF-180E-439C-B708-0C917E2644A7
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
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
Docusign Envelope ID: D31D61AF-180E-439C-B708-0C917E2644A7
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
MA
R
K
I
N
G
D
E
T
A
I
L
S
C22
Docusign Envelope ID: D31D61AF-180E-439C-B708-0C917E2644A7