HomeMy WebLinkAboutzT_401375
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LAKE WASH NGTON
i BerizerABAM
CALL 48 HOURS
BEFORE YOU DIG 33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250
SYM REVISION
- APRON R INFRASTRUCTURE W4700331
E: 1299205.63
BY I APPROVED I DATE
ABAM I SPT 06/08/18
SYM
MATCH LINE, SEE SHEET C500-4113
O- �.
7
�N: 185536.37 7 _
E• 1299435.03
4 PT
N: 185399.90
_ • 7 E: 1299460.38
O '
1 PC
• . N- 185389.14
2 E: 1299469.85
• R-105'
ONw •
N: 185614.15 4 N: 185413.84
E: 1299341.40 8 N:
E: 1299376.17
0
10'
R-105'
N: 185611.62 8
E: 1299331.70 9 N: 185443.67
E: 1299346.24
PC 4
N: 185441.29
E: 1299347.93
4 PC
N: 185550.68
E: 1299267.30
PT 4
N: 185524.44
E: 1299289.71
R-180'
200' SHORELINE SETBACK
PER CITY OF RENTON
9 MATCH EX.
STRIPING
----� r--------,------------------------
SIGN #1
I I
C500 4J
j----�- - - - - - - - - - - - ---------
Ica
\ \ \ m- -
® I \ \
I
0 4-41 BUILDING
mo m \ \ \ m
O \ \ m
IE
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3
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m m\\\
or
--7- -7
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REVISION
BY I APPROVED
DATE
P.
of WAsh� �f
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BOE//V� �
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31271 w�
��ssioNaL
1 1 20 40scale feet C)
MATCH EX.
STRIPING
4-20
BUILDING
GENERAL NOTES
1. REFER TO SHEET G2 FOR GENERAL STRIPING NOTES
2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR
ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR
UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC
APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR
COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS
PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION.
3. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH
ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL
GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM
CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988
(NAVD88) = NGVD29 + 3.60 FEET.
4. DOUBLE YELLOW CENTERLINE STRIPING PER SHEET C500-4G DETAIL 8
5. PEDESTRIAN LANE STRIPING PER SHEET C500-4G DETAIL 4 AND 5
6. "15 MPH" LETTERING PER SHEET C500-4G DETAIL 2 AND 3
7. WHITE STRIPE PER SHEET C500-4G DETAIL 6
8. NOSE GEAR MARKINGS PER SHEET C500-4H DETAIL 2
9. "AIRPLANE TOW ZONE KEEP CLEAR" MARKING PER SHEET C500-4G
DETAIL 13
10. REFER TO ELECTRICAL PLANS FOR STATIC GROUND MARKINGS AND
ASSOCIATED DETAILS
11. REFRESH EXISTING PAVEMENT MARKINGS DIRECTLY ADJACENT TO
PROJECT LIMITS AS DIRECTED BY BOEING REPRESENTATIVE IN FIELD.
12. SEE SHEET C500-413 FOR SIGN LOCATIONS AND DESCRIPTIONS.
CONSTRUCTION NOTES
PROVIDE DOUBLE YELLOW CENTERLINE STRIPING
2�
STATIC GROUND. SEE GENERAL NOTE 10
PROVIDE "15 MPH" LETTERING
3
PROVIDE 6" WIDE YELLOW TOW PATH STRIPING
PROVIDE AIRPLANE TOW ZONE STRIPING
PROVIDE 4" WIDE WHITE PAINT STRIPE
PROVIDE 6" YELLOW PAINT LINES FOR AIRPLANE STALL LAYOUT
7
PROVIDE 4" WIDE RED LINE AND GORE STRIPING FOR FIRE
g�
HYDRANT
PROVIDE 4" WIDE WHITE LINE FOR PAINT HANGAR CENTERLINE
STRIPE
CIVIL PERMIT
KEY PLAN
SCALE: N.T.S.
T-401301 R-401387
I IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
afowler 12/20/2018 01
ACCEPTABILITY
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
UNAWN
JDM
UAI L
06/08/181
SUBTITLE
PAVEMENT MARKING PLAN -SHEET 1
CURRENT REVISION
W4700331
SYMBOL
-
DATE
06/08/18
CHECKED
SPT
06 08 18
SHEET
C5004A
C71
ENGINEER
BEE
06 08 18
TITLE APRON R INFRASTRUCTURE
RENTON SITE
CIVIL MASTER SITE RENTON, WA
APPROVED BY
DEPT.
DATE
CHECKED
JOB N0.
W4700331
COMP NO.
APPROVED
APPROVED
DWG No. 4-APRON-R-0500-4A
V-
C:)
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75
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SIGN TABLE
SIGN
NOTE #
EXISTING LOCATION
PROPOSED
LOCATION
DESCRIPTION
1
N:
185516.39
N:
185516.39
SHUTTLE SIGN
E: 1299193.17
E: 1299193.17
2
N:
185333.37
N:
185353.10
EXECUTIVE PARKING ONLY
E: 1299466.16
E: 1299546.49
3
N:
185336.35
N:
185355.62
P-8 CUSTOMER PARKING ONLY
E: 1299477.79
E: 1299556.17
4
N:
185339.34
N:
185358.15
P-8 CUSTOMER PARKING ONLY
E: 1299489.41
E: 1299565.84
5
N:
185675.64
N:
185675.64
AIRPLANE STALL KEEP CLEAR SIGN
E: 1299689.65
E: 1299689.65
6
N:
185716.28
N:
185716.28
AIRPLANE STALL KEEP CLEAR SIGN
E: 1299848.14
E: 1299848.14
7
N:
185904.69
N:
185904.69
BOEING PRIVATE PROPERTY SIGN
E: 1299964.18
E: 1299964.18
8
N:
185940.15
N:
185940.15
WETLAND AREA SIGN
E: 1299995.77
E: 1299995.77
9
N:
185960.86
N:
185960.86
BOEING PRIVATE PROPERTY SIGN
E: 1300101.04
E: 1300101.04
11
N:
185983.62
N:
185983.62
WETLAND AREA SIGN
E: 1300196.83
E: 1300196.83
12
N:
185997.11
N:
185997.11
BOEING PRIVATE PROPERTY SIGN
E: 1300240.46
E: 1300240.46
13
N:
186005.54
N:
186005.54
BOEING PRIVATE PROPERTY AND
WETLAND AREA SIGN
E: 1300280.73
E: 1300280.73
14
N:
186205.50
N:
186205.50
WETLAND AREA SIGN
E: 1300495.14
E: 1300495.14
15
N:
186139.71
N:
186139.71
YOUR SPEED ROAD SIGN
E: 1300553.59
E: 1300553.59
16
N:
186130.64
N:
186130.64
REFLECTIVE VEST AND RESTRICTED
ACCESS SIGN
E: 1300563.51
E: 1300563.51
17
N:
186185.97
N:
186185.97
REFLECTIVE VEST SIGN
E: 1300668.92
E: 1300668.92
18
N:
186351.98
N:
186351.98
WETLAND AREA SIGN
E: 1300650.69
E: 1300650.69
19
N:
186420.01
N:
186420.01
BOEING PRIVATE PROPERTY SIGN
E: 1300726.71
E: 1300726.71
20
N:
186476.8
N:
186476.8
BOEING PRIVATE PROPERTY SIGN
E: 1300788.03
E: 1300788.03
21
N:
186517.19
N:
186517.19
WETLAND AREA SIGN
E: 1300825.38
E: 1300825.38
22
N:
186342.33
N:
186342.33
ACTIVE RAMP AREA SIGN
E. 1301029.95
E: 1301029.95
i BerizerABAM
CALL 48 HOURS
BEFORE YOU DIG 33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250
SYM REVISION
- APRON R INFRASTRUCTURE W4700331
LAKE WASH NGTON
BY I APPROVED I DATE
ABAM I SPT 06/08/18
SYM
is
3
n N: 185674.98
E: 12997;
3
O
N: 185667.40
E: 1299698.46
3
O
REVISION
TO-
'9.25 \
8"ID
MATCH LINE, SEE SHEET C5004C
N: 185664.82
E: 1299725.17
N: 185611.64
MATCH LINE, SEE SHEET C5004A
BY I APPROVED I DATE
200' SHORELINE SETBA
PER CITY OF RENTON
N: 185539.63
E: 1299709.,'
N: 185504.38
P.
of WAsh� �f
BOE//V" �P �1
x
31271 w�
��ssioNaL
�o�...
%,
scale feet
GENERAL NOTES
1. REFER TO SHEET G2 FOR GENERAL STRIPING NOTES
2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR
ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR
UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC
APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR
COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS
PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION.
3. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH
ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL
GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM
CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988
(NAVD88) = NGVD29 + 3.60 FEET.
4. DOUBLE YELLOW CENTERLINE STRIPING PER SHEET C500-4G DETAIL 8
5. PEDESTRIAN LANE STRIPING PER SHEET C500-4G DETAIL 4 AND 5
6. WHITE STRIPE PER SHEET C500-4G DETAIL 6
7. RED GORE STRIPING PER SHEET C500-4G DETAIL 10
8. NOSE GEAR MARKINGS PER SHEET C500-4H DETAIL 2
9. AIRPLANE TOW ZONE MARKINGS PER SHEET C500-413 DETAIL 13
10. FIRE LANE STRIPING PER SHEET C500-4H DETAIL 4
11. "NO CRANE OUTRIGGER LOADS" STRIPING PER SHEET C500-4H DETAIL
5. SEE VAULT LOCATIONS ON SHEET C500-313.
12. REFER TO ELECTRICAL PLANS FOR STATIC GROUND MARKINGS AND
ASSOCIATED DETAILS.
13. REFRESH EXISTING PAVEMENT MARKINGS DIRECTLY ADJACENT TO
PROJECT LIMITS AS DIRECTED BY BOEING REPRESENTATIVE IN FIELD.
CONSTRUCTION NOTES
PROVIDE DOUBLE YELLOW CENTERLINE STRIPING
2� PROVIDE PEDESTRIAN LANE STRIPING AND WALKING MAN SYMBOL.
3� PROVIDE 6" WIDE YELLOW TOW PATH STRIPING.
4� PROVIDE AIRPLANE TOW ZONE STRIPE.
5� STATIC GROUND. SEE GENERAL NOTE 12
PROVIDE PEDESTRIAN LANE STRIPING TO DOOR.
FIELD VERITY AND LOCATE CENTER OF LANE ON CENTER OF DOOR.
:� PROVIDE 6" YELLOW PAINT LINES FOR AIRPLANE STALL LAYOUT.
NOSE GEAR MARKING CONTROL POINT. PROVIDE MARKINGS AS SHOWN.
PROVIDE 4" WIDE WHITE PAINT STRIPE
10 PROVIDE YELLOW GORE STRIPING WITH LETTERING "NO CRANE
OUTRIGGER LOADS". LOCATED ON TOP OF STORMWATER VAULTS
OWS-063 AND RTU-12.
CIVIL PERMIT
KEY PLAN
SCALE: N.T.S.
T-401302 R-401388
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ACCEPTABILITY
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
UNAWN
JDM
UAI E
06/08/181
SUBTITLE
PAVEMENT MARKING PLAN -SHEET 2
CURRENT REVISION
W4700331
SYMBOL
-
DATE
06/08/18
CHECKED
SPT
06 08 18
SHEET
C5004B
C72-
ENGINEER
JLC
06 08 18
TITLE APRON R INFRASTRUCTURE
RENTON SITE
CIVIL MASTER SITE RENTON, WA
APPROVED BY
DEPT.
DATE
CHECKED
JOB N0.
W4700331
COMP NO.
APPROVED
APPROVED
DWG NO. 4-APRON-R-0500-413
75
co
N
Co
CD
u;
0
z
0
0
A
ca
J
MATCH -LINE, SEE SHEET C500-4D
- - - - - - - - - - - - - - - - - - - - - - -
� I GENERAL NOTES
OT RCYCL MOTO CLE
___---+- -+-SIGN #9O � I r
185509.01 AR ING PA G
1300195.36 1. REFER TO SHEET G2 FOR GENERAL STRIPING NOTES
-I - `-------------------------------------- ���----
� - - - - - - - - - - - - - - - - - - - - - - - - 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR
ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR
- - - - - - - - - 16 UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC
APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR
I 1 N: COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS
El I N: 185507.701.0 PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION.
�E�111�111 1 7
I 3. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH
ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL
PT ° m CONC PAD GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM
1 N: 185871.03 CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988
12' 12' ` ° (NAVD88) = NGVD29 + 3.60 FEET.
E: 1300052.61 N: 185499.44
I� E: 1300164.60 15 4. DOUBLE YELLOW CENTERLINE STRIPING PER SHEET C500-4G DETAIL 8
N: 185487.93 5. PEDESTRIAN LANE STRIPING PER SHEET C500-4G DETAIL 4 AND 5
4 PT 2 E: 1300107.28
N: 185880.36
_ , J � - , E: 1300041.08 I m 6. WHITE STRIPE PER SHEET C500-4G DETAIL 6
y I 7. RED GORE STRIPING PER SHEET C500-4G DETAIL 10
200' SHORELINE SETBACK T
SIGN #8 � PER CITY OF RENTON R-337' I
PT I m 8. NOSE GEAR MARKINGS PER SHEET C500-4H DETAIL 2
I N: 185861.69 4 I 2
N: 185923.73 6 E: 1300064.13 1 PC 9. AIRPLANE TOW ZONE MARKINGS PER SHEET C500-4G DETAIL 13
E: 1300008.06 N: 185530.26
• E: 1300104.69 1 10. SECTION VALVE MARKINGS AT VALVE. VALVE PAINT MARKINGS PER SHEET
o M510-2 DETAIL 4. REFER TO SHEET M262 FOR VALVE LOCATION.
2 N. 185495.29 5 5 I �,
F- R-100' E: 1300105.50 11. REFER TO ELECTRICAL PLANS FOR STATIC GROUND MARKINGS AND
I 8' m ASSOCIATED DETAILS.
00
Q I . _ 4 PT o Ca12. REFRESH EXISTING PAVEMENT MARKINGS DIRECTLY ADJACENT TO
F N: 185524.82?' 1 PROJECT LIMITS AS DIRECTED BY BOEING REPRESENTATIVE IN FIELD.
N: 185921.21 E: 1300072.88
E: 1299998.38 6 R-100' �? 13. SEE SHEET C500-4B FOR SIGN LOCATIONS AND DESCRIPTIONS.
SIGN #7 PC 14 E: 1300033.19 N: 185557.5 I 7 14. SEE SHEET C500-4H FOR WHITE 5' GORE STRIPING DETAILS.
� `
N: 185770.34 4r 15. ADD CROSSWALK STRIPING PER SHEET C500-4G DETAIL 9.
R-100' �P� E: 1299990.15 I
MATCH EX. 11 16. STOP BHR AND LETTERING PER SHEET C500-4G DETAIL 1.
4 ANGLE POINT Im STRIPING
N: 185701.78 4 PC
170\ I E: 1299986.56 F: � 8555 89a dni„ I CONSTRUCTION NOTES
CIV
N: 185609.74
N: 185486.62
2
f
JD
°
I
\
PROVIDE DOUBLE YELLOW CENTERLINE STRIPING
E: 1299989.77
E: 1300071.96
MATCH EX.
11
STRIPING
PROVIDE PEDESTRIAN LANE STRIPING AND WALKING MAN SYMBOL.
PC
R-55' R-150'
R-200'
I
3�
PROVIDE AIRPLANE TOW ZONE STRIPE.
4
I °
\ N: 185789.00
E: 1299967.10
4-20
4�
PROVIDE 4" WIDE WHITE PAINT STRIPE.
y
N:
185546.15
I
BUILDING
PROVIDE PAINT MARKINGS AT FLUSH SECTION VALVE
p •
PC
4
1
E:
1300030.67
1
\
N:
185779.67
8
1
1
PROVIDE 4" WIDE RED LINE AND GORE STRIPING FOR FIRE
E: 1299978.62 R-105' 13
I
HYDRANT
PC
4 N: 185522.83
09
MATCH EX. 11
STRIPING
7�
PROVIDE PEDESTRIAN LANE STRIPING TO DOOR.
FIELD VERITY AND LOCATE CENTER OF LANE ON CENTER OF DOOR.
E: 1299980.53
N: 185494.09
1
8�
PROVIDE 6" YELLOW PAINT LINES FOR AIRPLANE STALL LAYOUT.
3
4 PT
E: 1299969.62
I
NOSE GEAR MARKING CONTROL POINT. PROVIDE MARKINGS AS
N:
185613.86
o
MATCH EX.
\
E:
1299957.92
1 °
STRIPING 11
SHOWN.
gyp
N: 185742.70
6
11
REFRESH EXISTING 4" WIDE WHITE PAINT FOR ROLLUP DOOR GUIDE
E: 1299874.00
PT
I
STRIPING. MATCH EXISTING AT BUILDING AND MAINTAIN 8.75' WIDTH
1
N:
185608.12
W
x
AND CONTINUE TO EDGE OF PEDESTRIAN PATH.
E:
1299969.63
1zi
°
12
STATIC GROUND. SEE GENERAL NOTE 11
R-100
o
PC
PT
& PC
1
13
PROVIDE WHITE 5' GORE STRIPING
1
N: 185595.42
4
N:
185513.91
I
14
PROVIDE STOP BAR WITH "STOP" LETTERING
E: 1299968.20
E:
1299926.00
N: 185731.06
6
-
15
E: 1299866.45
1
PT
PROVIDE CROSS WALK STRIPING
I n VW n c u I NI r-Tn NI
MHO
N: 185524.13
E: 1299919.72 _
%
o
n
16
FOR CONTINUATION OF STRIPING SEE MITIGATION HANGAR PLANS.
4), Ber erABAM
CALL 48 HOURS
BEFORE YOU DIG 33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250
SYM REVISION BY APPROVED DATE
- APRON R INFRASTRUCTURE W4700331 ABAM I SPT 06/08/18
SYM
REVISION
N: 185664.26
E: 1299829.02
MATCH LINE, SEE SHEET C500-4113
BY I APPROVED I DATE
E: 1299891.22
PC
N: 185522.32
E: 1299883.23
4 PC
N: 185500.38
E: 1299894.24
N: 185574.88
E: 1299852.27
P.
of WA �f
BOE//V" �P �1
x
31271 w�
��ssioNaL
20 0 20 40
scale feet C)
DRAWN DATE SUBTITLE
ACCEPTABILITY JDM 06/08/18
THIS DESIGN AND/OR CHECKED
SPECIFICATION IS APPROVED SPT 06 08 18
ENGINEER TITLE
APPROVED BY DEPT. I DATE JLC 06/08/18
KEY PLAN
SCALE: N.T.S.
ICIVIL I
CIVIL MASTER
PAVEMENT MARKING PLAN - SHEET 3
APRON R INFRASTRUCTURE
RENTON SITE
SITE
T-401303 R-401389
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
W4700331 - 06/08/18
SHEET
(;500-4C C73
JOB N0. COMP NO.
W4700331
DWG N0.
RENTON, WA 4-APRON-R-0500-4C
75
N
00
N
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0
0
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ca
J
I AI/E- \AIA0L1INI(`T0N1
i BerizerABAM
CALL 48 HOURS
BEFORE YOU DIG 33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250
SYM REVISION
- APRON R INFRASTRUCTURE W4700331
\ 200' SHORELINE SETBACK
\ PER CITY OF RENTON
\ • 2
\ 3
\
\ \ 6 PC
\ N: 186007.65
\ E: 1300405.46
\
\ c
\
\
MATCH LINE, SEE SHEET C500-4E
6 / i
6 I
I
/ R-240' ` 1
C � I
I
Y
I` C500-4J
\\ po I
/ I
/ 1
I
_ 30N3J XNIINIVHO,-
J.71
E: 1300364.08 1
Imo- --------_ _
4 N: 185971.68 -
\ -E: 1300160.68
\ I
\ I
\ I
\ 4 N- 185969.17
\ E: 1300151.00
\ I
\ I
\ I
\ I
\ I
BY I APPROVED I DATE I SYM REVISION
ABAM I SPT 06/08/18
I
1 PT
N: 185977.08 1�
E: 1300360.19 1
I
N: 186015.86 4 ,d
E: 1300315.72 110
N: 186009.02 1
E: 1300308.42
_------R--200' - -
I
1 PC
N: 185944.46
E: 1300312.41 1
1 - X 4
\ 5 PT
N: 185928.93
E: 1300307.25 1
1 COI
°om oa
I \
\ 1
PC
1 N: 185932.29
E: 1300281.02
I
I. \
I \
-T -
1
I
I \
I I
I
1
I \
N: 185917.23
1 E: 1300225.01
I I
I I
I
I
PC
- - - - - I N: 185899.07 5
_ - I E: 1300203.62
I
I
I I
I
I �
I 12' 12'
I a"
I I 1= I
MATCH LINE, SEE SHEET C500-4C
BY I APPROVED I DATE
P.
of WA �f
BOE//V� OD
x
31271 w�
��ssioNaL
,61
o 0 m o m
m �HARDSTAND
0 omamom om
1 1 20 40
DRAWN DATE SUBTITLE
ACCEPTABILITY JDM 06/08/18
THIS DESIGN AND/OR CHECKED
SPECIFICATION IS APPROVED SPT 06 08 18
ENGINEER TITLE
APPROVED BY DEPT. I DATE JLC 06/08/18
CIVIL MASTER
GENERAL NOTES
1. REFER TO SHEET G2 FOR GENERAL STRIPING NOTES
2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR
ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR
UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC
APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR
COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS
PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION.
3. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH
ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL
GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM
CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988
(NAVD88) = NGVD29 + 3.60 FEET.
4. DOUBLE YELLOW CENTERLINE STRIPING PER SHEET C500-4G DETAIL 8
5. PEDESTRIAN LANE STRIPING PER SHEET C500-4G DETAIL 4 AND 5
6. WHITE STRIPE PER SHEET C500-4G DETAIL 6
7. WHITE GORE STRIPING PER SHEET C500-4G DETAIL 11
8. RED GORE STRIPING PER SHEET C500-4G DETAIL 10
9. 15 MPH STRIPING PER SHEET C500-4G DETAIL 2 AND 3
10. TRAFFIC ARROW PER SHEET C500-4G DETAIL 12
11. SECTION VALVE MARKINGS AT VALVE. VALVE PAINT MARKINGS PER SHEET
M510-2 DETAIL 4. REFER TO SHEET M262 FOR VALVE LOCATION.
12. REFER TO ELECTRICAL PLANS FOR STATIC GROUND MARKINGS AND
ASSOCIATED DETAILS.
13. REFRESH EXISTING PAVEMENT MARKINGS DIRECTLY ADJACENT TO
PROJECT LIMITS AS DIRECTED BY BOEING REPRESENTATIVE IN FIELD.
14. SEE SHEET C500-46 FOR SIGN LOCATIONS AND DESCRIPTIONS.
CONSTRUCTION NOTES
PROVIDE DOUBLE YELLOW CENTERLINE STRIPING
PROVIDE "15 MPH" LETTERING
3�
STATIC GROUND. SEE GENERAL NOTE 12
4�
PROVIDE RED GORE STRIPING
PROVIDE 4" WIDE WHITE PAINT STRIPE
PROVIDE 6" WIDE YELLOW TOWPATH STRIPE
CIVIL PERMIT
PAVEMENT MARKING PLAN - SHEET 4
APRON R INFRASTRUCTURE
RENTON SITE
SITE
KEY PLAN
SCALE: N.T.S.
T-401304 R-401390
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
W4700331 - 06/08/18
SHEET
C5004D C74
JOB N0. COMP NO.
W4700331
RENTON, WA DWG N0. 4-APRON-R-0500-4D
75
N
00
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\ \ . 200' SHORELINE SETBACK
• PER CITY OF RETON
O
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CALL 48 HOURS
BEFORE YOU DIG 33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250
SYM REVISION BY APPROVED DATE
- APRON R INFRASTRUCTURE W4700331 ABAM I SPT 06/08/18
SYM
E: 1300646.85
PT
N: 186239.68
E: 1300656.33
REVISION
PC
N: 186197.72
E: 1300585.09
MATCH LINE, SEE SHEET C5004F
N: 186156.72
E: 1300562.74
PT
N: 186146.77
E: 1300553.29
E: 1300548.08
N: 186175.02
E: 1300484.2`
BY I APPROVED I DATE
N: 186098.23 `
E: 1300509.92
E: 1300495.12
4-82
BUILDING
MATCH LINE, SEE SHEET C500-4D
P.
of WA �f
""A//V"
x
31271 w�
��ssioNaL
20 0 20 40
scale feet C)
DRAWN DATE SUBTITLE
ACCEPTABILITY JDM 06/08/18
THIS DESIGN AND/OR CHECKED
SPECIFICATION IS APPROVED SPT 06/08/18
ENGINEER TITLE
APPROVED BY DEPT. I DATE JLC 06/08/18
CIVIL MASTER
GENERAL NOTES
1. REFER TO SHEET G2 FOR GENERAL STRIPING NOTES
2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR
ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR
UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC
APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR
COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS
PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION.
3. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH
ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL
GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM
CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988
(NAVD88) = NGVD29 + 3.60 FEET.
4. DOUBLE YELLOW CENTERLINE STRIPING PER SHEET C500-4G DETAIL 8
5. PEDESTRIAN LANE STRIPING PER SHEET C500-4G DETAIL 4 AND 5
6. WHITE STRIPE PER SHEET C500-4G DETAIL 6
7. WHITE GORE STRIPING PER SHEET C500-4G DETAIL 11
8. RED GORE STRIPING PER SHEET C500-4G DETAIL 10
9. STOP BAR AND LETTERING PER SHEET C500-4G DETAIL 1
10. REFER TO ELECTRICAL PLANS FOR STATIC GROUND MARKINGS AND
ASSOCIATED DETAILS.
11. REFRESH EXISTING PAVEMENT MARKINGS DIRECTLY ADJACENT TO
PROJECT LIMITS AS DIRECTED BY BOEING REPRESENTATIVE IN FIELD.
12. FOR PARKING STALLS 1172-1175 AND 1182-1188, MAINTAIN 9'
DIMENSION ON EAST ENDS OF STALLS. THE CONTRACTOR SHALL SPACE
WEST ENDS OF STALLS EQUALLY AT A LENGTH EXCEEDING 9'.
13. SEE SHEET C500-413 FOR SIGN LOCATIONS AND DESCRIPTIONS.
CONSTRUCTION NOTES
PROVIDE STOP BAR WITH "STOP" LETTERING
PROVIDE DOUBLE YELLOW CENTERLINE STRIPING
:�
PROVIDE
PEDESTRIAN LANE STRIPING AND WALKING MAN SYMBOL.
4�
REFRESH
PAINT AT PARKING STALL
:�
PROVIDE
WHITE GORE STRIPING
PROVIDE
4" WIDE WHITE PAINT STRIPE
PROVIDE
6" WIDE YELLOW TOWPATH STRIPE
PROVIDE
RED GORE STRIPING
4-81
BUILDING
CIVIL PERMIT.,
PAVEMENT MARKING PLAN - SHEET 5
APRON R INFRASTRUCTURE
RENTON SITE
SITE
SCALE: N.T.S.
T-401305 R-401391
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
W4700331 - 06/08/18
SHEET
C5004E C75-
JOB NO. COMP NO.
W4700331
RENTON, WA DWG N0. 4-APRON-R-0500-4E
M
0
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O
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75
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0
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0
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4), Ber erABAM
CALL 48 HOURS
BEFORE YOU DIG 33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250
SYM I REVISION I BY
- I APRON R INFRASTRUCTURE
W47003311 ABAM
APPROVED I DATE
SPT 06/08/18
SYM
REVISION
MATCH LINE, SEE SHEET C5004E
BY I APPROVED I DATE
P.
of WAsh� �f
® D
""A//V" �P �1
x
31271 w�
��ssioNaL
1 1 20 40 ��'
scale .. ice- ,
ACCEPTABILITY IJDM
THIS DESIGN AND/OR CHE(
SPECIFICATION IS APPROVED SPT
ENGI
APPROVED BY DEPT. I DATE JLC
)AIL SUBTITLE
06/08/18
06/08/18
06/08/18 TITLE
GENERAL NOTES
1. REFER TO SHEET G2 FOR GENERAL STRIPING NOTES
2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR
ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR
UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC
APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR
COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS
PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION.
3. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH
ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL
GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM
CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988
(NAVD88) = NGVD29 + 3.60 FEET.
4. DOUBLE YELLOW CENTERLINE STRIPING PER SHEET C500-4G DETAIL 8
5. PEDESTRIAN LANE STRIPING PER SHEET C500-413 DETAIL 4 AND 5
6. WHITE STRIPE PER SHEET C500-4G DETAIL 6
7. WHITE GORE STRIPING PER SHEET C500-4G DETAIL 11
8. CROSSWALK STRIPING PER SHEET C500-4G DETAIL 9
9. RED GORE STRIPING PER SHEET C500-4G DETAIL 10
10. SECTION VALVE MARKINGS AT VALVE. VALVE PAINT MARKINGS PER SHEET
M510-2 DETAIL 4. REFER TO SHEET M262 FOR VALVE LOCATION.
11. BLOCK WALL PER SITE PLAN SHEETS C80-C85
12. FENCE PER SITE PLAN SHEETS C80-C85
13. REFER TO ELECTRICAL PLANS FOR STATIC GROUND MARKINGS AND
ASSOCIATED DETAILS.
14. REFRESH EXISTING PAVEMENT MARKINGS DIRECTLY ADJACENT TO
PROJECT LIMITS AS DIRECTED BY BOEING REPRESENTATIVE IN FIELD.
12. SEE SHEET C500-413 FOR SIGN LOCATIONS AND DESCRIPTIONS.
CONSTRUCTION NOTES
PROVIDE
DOUBLE YELLOW CENTERLINE STRIPING
PROVIDE
PEDESTRIAN LANE STRIPING AND WALKING MAN SYMBOL.
3�
PROVIDE
CROSSWALK STRIPING
4�
PROVIDE
WHITE GORE STRIPING
PROVIDE
WHITE LINE FOR PARKING STALL
PROVIDE
4" WIDE WHITE PAINT STRIPE
7�
PROVIDE
RED GORE STRIPING
:�
PROVIDE
6" WIDE YELLOW TOWPATH STRIPE
PROVIDE
6" YELLOW PAINT LINES FOR AIRPLANE STALL LAYOUT
10
NOISE GEAR MARKING CONTROL POINT. PROVIDE MARKINGS AS
SHOWN
11 SALVAGED WHEEL STOPS
12 PROVIDE PAINT MARKINGS AT FLUSH SECTION VALVE
13 STATIC GROUND. SEE GENERAL NOTE 13
CIVIL PERMIT
PAVEMENT MARKING PLAN - SHEET 6
r_�,Salle] 1■son IIIato= 1:0011111to] : I
RENTON SITE
KEY PLAN
SCALE: N.T.S.
T-401306 R-401392
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NTEIV,,0l1xxsl
06/08/18
C5004F C76.
JOB NO. COMP NO.
W4700331
DWG N0.
RENTON, WA 4—APRON—R—0500-4F
CIVIL MASTER
SITE
STOP LINE
N
TRAFFIC LANE
VEHICLE WHEEL PATH
4"
0
I
STROKE WIDTH
SEE PLAN
NOTE:
1. WORDS AND LINES SHALL BE APPLIED IN ACCORDANCE WITH SECTIONS
3B.16 AND 313.20 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES FOR STREETS AND HIGHWAYS.
2. THESE WORDS AND BAR ARE TO BE PAINTED RETROREFLECTIVE WHITE.
STOP LINE WITH STOP MESSAGE
C50�-4A SCALE: NTS
C500-4E
4"
LENGTH PER PLAN
4" WIDE WHITE PAINTED LINE
WHITE
EDGE
STRIPE
AND
SOLD
WHITE
LANE
ENE
C50��A SCALE: NTS
THRU
C500-4F
'r VVIUL RLU rrrnviLU LuivL
SEE NOTE
NOTE:
BREAK GORE STRIPING AS REQUIRED TO MAINTAIN
AT LEAST A 6-INCH BUFFER AROUND ANY PAINTED
MARKINGS FOR PIV OR SECTIONAL VALVES.
10 RED GORE STRIPING
C500-4A SCALE: NTS
\1--`/
C500-4C
THRU
C500-4F
SYM REVISION BY
APRON R INFRASTRUCTURE W4700331 ABAM
2 15 MPH LEGEND
C500-4A SCALE: NTS
C500-4D
't MUL vvni 1 L FMA i w urvU
SEE NOTE
NOTE:
BREAK GORE STRIPING AS REQUIRED TO MAINTAIN
AT LEAST A 6-INCH BUFFER AROUND ANY PAINTED
MARKINGS FOR PIV OR SECTIONAL VALVES.
WHITE PAINT
(TYP)
LANE
I
3'-3" 3'-3"
MIN MIN
I
I
--tMAX 1'-10" MAX
CENTER TEXT IN TRAVEL LANE
ra
EDGE LINE
15 MPH LEGEND PLACEMENT DETAIL
C50�-4A SCALE: NTS
C500-4D
41
V4" WIDE PAINTED LINE
SKIP STRIPE
C50��D SCALE: NTS
SYMBOL & LANE CL
8>
11 WHITE GORE STRIPING
C50�-4E SCALE: NTS 12 TRAFFICC500-4F ARROW
C50��D SCALE: NTS
APPROVED DATE SYM REVISION BY APPROVED DATE
SPT 06/08/18
BOE//V�
8"
4')
8"
PEDESTRIAN PATH
NOTE: DESIRED WIDTH IS 5'. CENTER
PED SYMBOL BETWEEN STRIPES
WHEN NO FENCE IS PRESENT.
CENTER PED SYMBOL BETWEEN
FENCE AND STRIPE OR FENCE
WHEN FENCE IS PRESENT.
PED SYMBOL LAYOUT SHALL
ALTERNATE AS SHOWN
4" WIDE PAINTED
WHITE EDGE LINE
PEDESTRIAN PATH
;500-413- SCALE: NTS
C500-4F
LENGTH PER PLAN
DOUBLE WIDE LANE LINE
C500-4A SCALE: NTS
THRU
C500-4F
00
i
WHITE PAINT
PEDESTRIAN PATHWAY SYMBOL (PED SYMBOL
UJU�—tD DUMLL. IN 10
THRU
C500-4F
8" WIDE
PAINTED
LINE
30'-0"
WIDTH PER PLAN
12" WIDE WHITE PAINTED LINE
24" O.C. (TYP)
CROSSWALK STRIPING
C500-4E SCALE: NTS
C500-4D
_I AIRPLANE TOW ZONE KEEP CLEAR f
\-- WHITE STRIPE 12" HIGH RED BLOCK LETTERING TYP.
12" HIGH RED BLOCK ARROW TYP.
AIRPLANE TOW ZONE STR PE
C500-4A SCALE: NTS
THRU
C500-4C
4), BergerAB"
33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
(206) 431-2300 Fax:(206) 431-2250
DRAWN DATE SUBTITLE
CIVIL PERMIT
T-401307 R-401393
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ACCEPTABILITY
JDMCHECKED
06/08/18
PAVEMENT MARKING DETAILS - SHEET 1
W4700331
—
06/08/18
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
SPT
06/08/18
SHEET
APPROVED BY
DEPT.
I DATE
ENGINEER
JLC
06 08 18
TITLE APRON R INFRASTRUCTURE
C500-4G
C77
CHECKED
RENTON SITE JOB NO. COMP NO.
W4700331
CIVIL MASTER SITE RENTON, WA DWG NO. 4-APRON-R-0500-4G
75
o_
N
00
N
L
0
z
E
0
c
0
ca
J
2 1/2" TYP.
1 " RADIUS TYP.
FED WHEEL STOP
- PAVEMENT
....................................................................................................
N
G:RDi- T :S:MDGTH AT TOP OF REBAR
(3) #4 REBAR 2'-0" LONG
PER WHEEL STOP
DRILL HOLES THRU PAVEMENT TO MATCH SALVAGED
WHEELSTOP HOLE PATTERN. DRIVE 24" LONG REBAR
THROUGH WHEELSTOP AND PAVEMENT INTO SUBGRADE.
m
-SALVAGED WHEEL STOP INSTALLATION
C500-4B
C500-4D
THRU
C500-4F
1
i
L
L
V
V
L
i
i
SCALE: NTS
VARIES
SEE DETAILS 2 AND 3 ON SHEET C500-4J
"TAIL" HORIZONTAL
CONTROL PER PLAN
6" YELLOW (TYP.)
WIDE YELLOW PAINT
YP.)
IT STANDARD WHITE
'AVEMENT MARKING
RIES 2000 FONT
,NTAL CONTROL PER
NUOL HORIZONTAL
CONTROL PER PLAN
NOSE GEAR
� MARKING DETAIL
C500-4A SCALE: NTS
THRU
C500-4C
C500-4E
3-
0
J
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m
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TRAFFIC LETTERING
00-41D SCALE: NTS
SUVOI U390Ib100 3NVU3 ON
YELLOW PAINT
P.
NO CRANE OUTRIGGER LOADS
MATCH VAULT WIDTH BELOW
FIRE LANE STRIPING DETAIL M YELLOW GORE STR P N G
C50�-4B SCALE: NTS C50�-4B SCALE: NTS
SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE
— APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18
BOE//V�
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WIDTH VARIES
WHITE 5' GORE STRIPING
—4C SCALE: NTS
BergerABAM
33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
(206) 431-2300 Fax:(206) 431-2250
ACCEPTABILITY
DRAWN
JDM
DATE
06/08/18
SUBTITLE
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
CHECKED
SPT
06/08/18
ENGINEER
JLC
06/08/18
TITLE
APPROVED BY
DEPT.
I DATE
0
I
T-401308 R-401394
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CIVIL PERMIT
PAVEMENT MARKING DETAILS - SHEET 2 W4700331 — 06/08/18
SHEET APRON R INFRASTRUCTURE C5004H C78-
RENTON SITE JOB NO. COMP NO.
W4700331
CIVIL MASTER SITE RENTON, WA DWG NO. 4—APRON—R—0500-4H
V-
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1 N: 185310.23
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m
E: 1299248.03
m
5
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1
I
2
4 N: 185326.49
1
E: 1299232.56
MATCH EX. 2
3
N: 18532 .43
m
STRIPING
E: 1299233.32
O
3 MATCH EX.
STRIPING
O
N: 185308.05
4
E: 1299237.14
3 1
MATCH EX.
m
STRIPING
m
ENLARGED
PAVEMENT
MARKING PLAN
-4A SCALE: 1 " = 10'
W � �
z w7
3 N: 185414.52 10
E: 1299824.79
a
w N: 185414.08
a 10 N: 185422.44
E: 1299819.22 10
« E: 1299823.46
I N: 185475.87 9 9 N: 185421.71
E: 1299800.04 E: 1299814.13 �
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I �• �/
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E: 1299814.66 10
N: 185421.64
o 10 E: 1299813.27 I O
1• O
9 N: 1815416.55
E: 1299794.81
N: 185470.84 9 N: 185418.81 10
E: 1299780.68 E: 1299796.82
I I N: 185416.0110 2999E: 17285 I I
10 N: 185404.14 w
I E: 1299786.02
10 N: 185411.71 •
7
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N: 1853616 10 I
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10 E: 1299531.23
10 N: 185345.84
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N: 185396.50 9 9 E: 1299521.33
E: 1299508.33 7
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I
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- - 1
N: 185338.83 10
E: 1299517.42
10 N: 185344.64
E: 1299507.85 N: 185337.22 10
N: 185340.02 I • E: 1299,911.12
9 E: 1299500.81
I I
10
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E: 1299488185386.65.68LU
a
.I
2 ENLARGED PAVEMENT MARKING PLAN
--0
C500-413 SCALE: 1" = 10'
i BergerABAM
CALL 48 HOURS
BEFORE YOU DIG 33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250
SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE
- APRON R INFRASTRUCTURE W4700331 ABAM I SPT 06/08/18
8
I
I
I
I
I
I
I
I
I
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I
I
I
I
I
I
I
I
I 8
I
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I
0
TYP)
W
z
cc
5
a
32' (TYP)
5
26' (TYP)
o
� 5
4 5
5
6'
(TYP)
26' (TYP)
«
3' 3'
a
LU
32' (TYP)
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3n ENLARGED PAVEMENT MARKING PLAN
00-413 SCALE: 1 " = 10'
GENERAL NOTES
1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA
DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29).
VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988
(NAVD88) = NGVD29 + 3.60 FEET.
2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED
SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL
GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR
COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO
INSTALLATION OR COMPLETION OF CONSTRUCTION.
3. REFER TO SHEET G2 FOR GENERAL STRIPING NOTES
4. PEDESTRIAN LANE STRIPING PER DETAILS 4 AND 5 ON C500-4G.
5. 4" SOLID WHITE LINE STRIPE PER DETAIL 6 ON C500-4G
6. 4" WIDE RED GORE STRIPING FOR FIRE LANE PER DETAIL 10 ON C500-4G
7. 4" WIDE YELLOW AND WHITE GORE STRIPING FOR FIRE LANE PER DETAIL 11 ON C500-4G
8. TRAFFIC ARROW PER DETAIL 12 ON SHEET C500-4G
9. AIRPLANE TOW ZONE STRIPING PER DETAIL 13 ON SHEET C500-4G
10. ACCESS PARKING SYMBOL PER DETAIL 13 ON SHEET C500-4G
11. TRAFFIC LETTERING PER DETAIL 3 ON SHEET C500-41-1
12. FIRE LINE STRIPING PER DETAIL 4 ON SHEET C500-41-1
13. INSTALL SALVAGE WHEEL STOPS PER DETAIL 1 ON SHEET C500-4H
14. SEE PLAN SHEETS C500-4A TO C500-4F FOR INFORMATION NOT SHOWN ON THESE
ENLARGEMENT PLANS.
15. SEE SIGN TABLE ON SHEET C500-413 FOR LOCATIONS AND DESCRIPTIONS.
CONSTRUCTION NOTES
REPLACE 4" WIDE YELLOW GORE
STRIPING AND MATCH ADJACENT
STRIPE SPACING.
PROVIDE 4" WIDE WHITE FOG LINE
STRIPE
PROVIDE 4" WIDE WHITE GORE
STRIPING
PROVIDE 4" WIDE WHITE LINE FOR
PARKING STALL.
INSTALL SALVAGED WHEEL STOP
CENTERED IN STALL
REFRESH EXISTING 4" WIDE WHITE
LINE FOR PARKING STALL STRIPE.
PROVIDE PEDESTRIAN LANE STRIPING
TO DOOR. FIELD VERIFY AND LOCATE
CENTER OF LANE ON CENTER OF
DOOR.
8�
AIRPLANE TOW ZONE STRIPING
PROVIDE FIRE LANE STRIPING
10
PROVIDE PEDESTRIAN LANE STRIPING
AND WALKING MAN SYMBOL
11
PROVIDE PARKING ASSIGNMENT
SYMBOL AS SHOWN CENTERED IN
STALL
12
PROVIDE DIRECTIONAL ARROW
CENTERED IN STALL
13
PROVIDE 6-FT LETTERING AS SHOWN
14
TOWPATH
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of WA
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N: 186022.91
E: 1300448.93 4
4
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4
4
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4
12
I
13
12
J 13
13 ��. ��' I
4 N: 185978.58
E: 1300401.39 13
13
I
ENLARGED PAVEMENT MARKING PLAN
Q SCALE: 1 " = 10' _
I I / I \ 9' MIN I
1188 1182
I 11
N: 186111.83 4
E: 1300551.13
I
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1172 1173
R 199 (TYP)
R - 223' (TYP)
4 N: 186083.22
E: 1300533.11
in,
1174
g' MIN 11
TYPICAL
AA15
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N: 186042.01 4
E: 1300550.78
9811 88�1
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5 I
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4 N: 186032.71 I
N: 1860977.93 - R 242' (TYP) E: 1300533.08
E: 1300514.86
I
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T-401309 R-401395
ENLARGEDPAVEMENT IN COMPLIANCE WITH CITY OF RENTON STANDARDS
� MARKING PLAN
500-4E SCALE: 1 " = 10'
4
THIS DESIGN ACCEPTABILITY D/ R
SPECIFICATION IS APPROVED
UNAWN
UAI E
06 08 18
SUBTITLE
PAVEMENT MARKING DETAILS - SHEET 3
CURRENT REVISION
W4700331
SYMBOL
-
DATE
06 08
/ /18
CHHECKED
SPT
06 08 18
SHEET
C500-4J
���JLC
ENGINEER
06 08 18
TITLE APRON R INFRASTRUCTURE
RENTON SITE
CIVIL MASTER SITE RENTON, WA
APPROVED BY
DEPT.
DATE
CHECKED
JOB NO.
W4700331
COMP NO.
APPROVED
APPROVED
DWG NO. 4-APRON-R-0500-4J
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CALL 48 HOURS
BEFORE YOU DIG 33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250
SYM REVISION BY APPROVED DATE SYM
- APRON R INFRASTRUCTURE W4700331 ABAM MGW 06/21/18
A CITY OF RENTON COMMENTS W4700331 ABAM MGW 10/01/18
X� F F
B
S500-08
�OHW
OHW OHW
EXIST BULKHEAD AND
TIMBER PILES TO REMAIN
208'-0 3/8"
EXIST BULKHEAD AND
TIMBER PILES TO REMAIN
--- F —
MINE
/ EXIST TIMBER PILES
TO REMAIN, TYP
MEANDER TEMPORARY SHEET
PILE WALL INTO STAGE I
- DEMO AREA AT RAMP
OHW OHW nE
REVISION
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
S500-08
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
F
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 'n
F o 0 0 0 0 0 0 0 0 0 0 0 0 0
0 O 0 O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 2
O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
\\c� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 a, i WIF.4 i
raj . . . . . . • . . • . . . . . .
00
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am, lat _
III
EII • • • • • • . • • • • • • • 0 0 0
�1
0 0 0 0 0 0 0 0Q
O0 0 0 0 0 0 0 0 0 O O O
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0606zo
00
0 0 0 0 0 0 0 0\
0 0 0 0 0 0 0 0 0 00 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
.1 1
EXIST BULKHEAD WALL AND
TIMBER PILES BELOW TO
REMAIN
EXIST CONCRETE SLAB AND
TIMBER PILES TO REMAIN, TYP
PLAN - CENTRAL RAMP AREA DEMOLITION E
SCALE: 20 0 20 40
scale feet
BY I APPROVED I DATE
INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER
A SEPARATE BUILDING PERMIT
PAL G.
BOE//V"
a
28710
�s1�NALG
\\_11TIRE BARGE SLIP--\
EXIST CONCRETE SLAB
AND BEAM TO REMAIN
244'-11 7/8"
F
DEMOLITION LIMITS OF PILE CAPS
EXIST TIMBER PILE
EXIST CONCRETE BULKHEAD
I I EXIST CONCRETE PILE CAP
L
^^^^^ TEMPORARY SHEET PILE WALL
OCONSTRUCTION POINTS
CONSTRUCTION NOTES
REMOVE EXISTING CONCRETE PILE CAP.
REMOVE EXIST 10" CONCRETE RAMP.
GENERAL NOTES
1. DRIVE TEMPORARY SHEET PILES.
CONSTRUCTION POINTS
POINT NO.
NORTHING
EASTING
O185590.36
1299351.33
O185673.89
1299671.28
O185693.71
1299748.78
O185720.15
1299852.16
NOTE: LOCATIONS ANNOTATED ABOVE
ARE OUTSIDE THE EDGE OF CURB.
KEY PLAN
(CIVIL PERMIT(
SCALE: N.T.S.
T-401310 R-401407
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ACCEPTABILITY
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
UNAWN
RGID
UAI L
06 21 18
SUBTITLE
STAGE 1 - CENTRAL RAMP DEMOLITION PLAN
CURRENT REVISION
W4700331
SYMBOL
A
DATE
10/01/18
CHECKED
HE
SPT
06 21 18
SHEET
S500-07
S07
ENGINEER
MGW
06 21 18
TITLE APRON R INFRASTRUCTURE
RENTON SITE
CIVIL MASTER SITE RENTON, WA
APPROVED BY
DEPT.
DATE
CHECKED
JOB N0.
W4700331
COMP NO.
APPROVED
APPROVED
DWG NO. 4—APRON—R—S500-07
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BEFORE YOU DIG 33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250
SYM REVISION
— APRON R INFRASTRUCTURE W4700331
F
F F
F(—A
S500-10
g0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
S500— 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
o 0 e 0---e e 0---0 o 0 0 0 0 0 0 0 0 0 0 0
ingraffiffliff
DEMOLITION LIMITS OF SLABS AND
PILES
EXIST TIMBER PILE
EXIST CONCRETE BUILKHEAD
vim^ TEMPORARY SHEET PILE WALL
g TRAFFIC BARRIER
OCONSTRUCTION POINTS
CONSTRUCTION NOTES
REMOVE CONCRETE PAVEMENT AND CONCRETE BEAM.
REMOVE BULKHEADS, AND DRIVE TIMBER PILES PER
C500-2J, C500-2K AND C500-2L.
DRIVE EXIST TIMBER PILES PER C500-2K.
® REMOVE EXIST CONCRETE PAVEMENT.
F
FUTURE BARGE SLIP
_ _
0 0 0 0 0 0 0 0 0 0 0 0 �_ OHW a n OHW 3
/ OHW OHW OHW OHW- --0--0-6 ---o -� 0 0 0� 0 0 0 0 0 0 0 0 0 0 \ IF
OHW �HW 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 O l O 1 —
17
BY I APPROVED I DATE
ABAM I MGW 06/21/18
SYM
TYP — l l TYP
208'-0 3/8"
REVISION
EXIST TIMBER PILES TO
BE DRIVEN, TYP
L
O
TYP
TYP o
i
Ln
PLAN - CENTRAL RAMP AREA DEMOLITION E
SCALE:
20 0 20 40
scale feet
BY I APPROVED I DATE
INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER
A SEPARATE BUILDING PERMIT
L G. ,
WAS ,
BOE//V�
a
28710
�s10NALG
11 TYP
244'-11 7/8"
OHW
F 4
r
CIVIL PERMIT
KEY PLAN
SCALE: N.T.S.
T-401312 R-401409
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
THIS DESIGN ACCEPTABILITY D/ R
SPECIFICATION IS APPROVED
UNAWN
UAI E
06 21 18
SUBTITLE
STAGE 2 - CENTRAL RAMP DEMOLITION PLAN
CURRENT REVISION
W4700331
SYMBOL
—
DATE
06 21
/ /18
CHECKED
SPT
06 21 18
SHEET
S500-09
S09-
ENGINEER
MGW
06 21 18
TITLE APRON R INFRASTRUCTURE
RENTON SITE
CIVIL MASTER SITE RENTON, WA
APPROVED BY
DEPT.
DATE
CHECKED
JOB NO. W4700331
COMP N0.
APPROVED
APPROVED
DWG NO. 4—APRON—R—S500-09
75
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FUTURE SLOPE
SUMMER EL +15.18
WINTER EL +13.18--
EXIST MUDLINE
FUTURE SLOPE
SUMMER EL +15.18
1' CONCRETE
TO BE REMOV
WINTER EL +13A8--
EXIST MUDLINE
TEMPORARY SHEET PILE
LAB SECTION - DEMOLITION
S50��9 SCALE: 1/2" = 1'-0" 2 0 2 4
1/2" = 1'-0$)
scale feet
Trunnnnnv rI 1rrr nil r
LB� SECTION -
S50�-09 SCALE: 1 /2" = 1'-0
MOVED
'RETE WALL
REMOVED
BULKHEAD TO BE
'ED, TYP
DEMOLITION
2 0 2 4
1 /2" = 1'-0"
scale feet
INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER
A SEPARATE BUILDING PERMIT
i BergerABAM
33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
(206) 431-2300 Fax:(206) 431-2250
CIVIL PERMIT
I r-rF-Nln
DEMOLITION
CONSTRUCTION NOTES
REMOVE EXIST PILE FOUNDED SLAB.
DRIVE EXIST PILES
REMOVE EXIST CONC SLAB/BEAMS/BULKHEAD.
® REMOVE EXIST TIMBER LAGGING.
T-401313 R-401410
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UNAWN UAI E SUBTITLE CURRENT REVISION SYMBOL DATE
�L G. THIS ESIGNAND/OR CHECKED GP 06 21 1$ STAGE 2 - CENTRAL RAMP DEMOLITION SECTIONS W4700331 — 06/21/18
APRON R INFRASTRUCTURE W4700331 ABAM MGW 06/21 /18 ��' e WAsSPT 06 21 18 SHEET
'i' SPECIFICATION IS APPROVED
�0 ENGINEER TITLE APRON R INFRASTRUCTURE
APPROVED BY DEPT. I DATE MGW 06 21 18 S500-10CHECKED S10
l C'1, 28710 �~ w RENTON SITE D COMP N0.
s �aaL e� Gw APPROVED JOB No. W4700331
AL
APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. 4—APRON—R—S500-10