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AO-6UIL1 OUMVCT 6T: CVAIV '""" ""
1 ° =20' "„, ;°� " «' CITY OF
WAHLSTROM, PLS#44651
B.P.B.
C3�yar ® 8 bormke, Lxv- C.J.K. (INFORMED LAND SURVEY) o2A RENTON
DATU M
CONSULTING ENGINEERS THE ORIGINAL PLANS WERE STAMPED ""'�'°'BA,G,� Public Works Dept.
703 DEXTER AVENUE NORTH SUITE 4- BY SC AND BB ON 2/14/2011 & 2/15/2011 �'"""�"�"
SEATTLE, DEXTER AVENUE 90109 (2 SUITE 284 -0864 N0. REVISION BY DATE APPR ,wvnvhn
B.P.B.
I
I
0
0
GENERAL NOTES:
1. ALL SIGN TYPES, COLORS AND DIMENSIONS ARE
STANDARD PER THE MUTCD, UNLESS NOTED
OTHERWISE.
2. CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY
PAVEMENT MARKINGS IMMEDIATELY FOLLOWING PAVING.
3. SIGN SHEETING SHALL BE HIGH INTESNITY GRADE FOR
ALL NEW SIGNS.
CHANNELIZATION NOTES:
OCONTRACTOR SHALL FURNISH AND INSTALL PAINTED
SIGNING NOTES:
CONTRACTOR SHALL FURNISH AND INSTALL NEW
Q
SIGN(S)AND POST PER RENTON STANDARD PLANS..
CONTRACTOR SHALL SALVAGE SIGN TO THE CITY AND
WASTEHAUL POST /FOUNDATION.
DOUBLE YELLOW CENTERLINE STRIPE.
OCONTRACTOR
SHALL FURNISH AND INSTALL
Imo-
WIDE EDGE LINE.
--
1
4
PLASTIC
OCONTRACTOR
TRAFFIC ARROW PER RENTON STANDARD PLAN
a
OCONTRACTOR
Z�
SHALL FURNISH AND INSTALL
TYPE 1
J
RPM PER RENTON STANDARD
PLAN
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TYPE 1
SEAHAWKS WAY
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YELLOW CENTERLINE.
"
OCONTRACTOR
3N
PLASTIC
2
BICYCLE LANE
SYMBOL PER WSDOT STANDARD PLAN
od
OCONTRACTOR
SHALL FURNISH AND INSTALL
24" WIDE
PLASTIC STOP
LINE PER RENTON STANDARD
MAN,
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Q
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OCONTRACTOR
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AO-6UIL1 OUMVCT 6T: CVAIV '""" ""
1 ° =20' "„, ;°� " «' CITY OF
WAHLSTROM, PLS#44651
B.P.B.
C3�yar ® 8 bormke, Lxv- C.J.K. (INFORMED LAND SURVEY) o2A RENTON
DATU M
CONSULTING ENGINEERS THE ORIGINAL PLANS WERE STAMPED ""'�'°'BA,G,� Public Works Dept.
703 DEXTER AVENUE NORTH SUITE 4- BY SC AND BB ON 2/14/2011 & 2/15/2011 �'"""�"�"
SEATTLE, DEXTER AVENUE 90109 (2 SUITE 284 -0864 N0. REVISION BY DATE APPR ,wvnvhn
B.P.B.
I
I
0
0
GENERAL NOTES:
1. ALL SIGN TYPES, COLORS AND DIMENSIONS ARE
STANDARD PER THE MUTCD, UNLESS NOTED
OTHERWISE.
2. CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY
PAVEMENT MARKINGS IMMEDIATELY FOLLOWING PAVING.
3. SIGN SHEETING SHALL BE HIGH INTESNITY GRADE FOR
ALL NEW SIGNS.
CHANNELIZATION NOTES:
OCONTRACTOR SHALL FURNISH AND INSTALL PAINTED
SIGNING NOTES:
CONTRACTOR SHALL FURNISH AND INSTALL NEW
Q
SIGN(S)AND POST PER RENTON STANDARD PLANS..
CONTRACTOR SHALL SALVAGE SIGN TO THE CITY AND
WASTEHAUL POST /FOUNDATION.
UTILITY NOTE:
THE CONTRACTOR SHALL CALL THE UTILITY LOCATION REQUEST CENTER
(ONE CALL CENTER; 1- 800 -424 -5555) FOR -FIELD LOCATION OF UTILITIES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISRNG UTILITIES WITHIN THE PROJECT,
WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOUNG THE UTILITIES
AND SURVEYING THE VERTICAL AND HORIZONTAL LOCATION PRIOR TO
CONSTRUCTION. ALL POTENTIAL UTILITY CONFLICTS SHALL BE POTHOLED A
MINIMUM OF FIVE WORKING DAYS IN ADVANCE OF ANY PIPELINE TRENCH
EXCAVATION. THE UTUIIES SHOWN ON THE PLANS ARE BASED UPON
AVAILABLE INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS
OCCUR THE CONTRACTOR SHALL CONSULT THE PROJECT ENGINEER TO
RESOLVE THE PROBLEM PRIOR TO PROCEEDING WITH CONSTRUCTION.
LAKE WASHINGTON BLVD NORTH
STORM WATER & WATER MAIN
IMPROVEMENTS
CHANNELIZATION PLAN SHEETS
Cis, 0 -35 al / t
33111
UROD
2/14/11
muao xa
ef" 20 ov
DOUBLE YELLOW CENTERLINE STRIPE.
OCONTRACTOR
SHALL FURNISH AND INSTALL
PAINT
WIDE EDGE LINE.
SHALL FURNISH AND INSTALL
PLASTIC
OCONTRACTOR
TRAFFIC ARROW PER RENTON STANDARD PLAN
H008.
OCONTRACTOR
SHALL FURNISH AND INSTALL
TYPE 1
AND TYPE 2E
RPM PER RENTON STANDARD
PLAN
H002 APPROACH LINE.
OCONTRACTOR
SHALL FURNISH AND INSTALL
TYPE 1
AND TYPE 2D
RPM PER RENTON STANDARD
PLAN
H001 DOUBLE
YELLOW CENTERLINE.
OCONTRACTOR
SHALL FURNISH AND INSTALL
PLASTIC
BICYCLE LANE
SYMBOL PER WSDOT STANDARD PLAN
M- 9.50 -01.
OCONTRACTOR
SHALL FURNISH AND INSTALL
24" WIDE
PLASTIC STOP
LINE PER RENTON STANDARD
PLAN
H008.
OCONTRACTOR
SHALL PROTECT EXISTING STRIP
AND
RPMS DURING
CONSTRUCTION.
UTILITY NOTE:
THE CONTRACTOR SHALL CALL THE UTILITY LOCATION REQUEST CENTER
(ONE CALL CENTER; 1- 800 -424 -5555) FOR -FIELD LOCATION OF UTILITIES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISRNG UTILITIES WITHIN THE PROJECT,
WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOUNG THE UTILITIES
AND SURVEYING THE VERTICAL AND HORIZONTAL LOCATION PRIOR TO
CONSTRUCTION. ALL POTENTIAL UTILITY CONFLICTS SHALL BE POTHOLED A
MINIMUM OF FIVE WORKING DAYS IN ADVANCE OF ANY PIPELINE TRENCH
EXCAVATION. THE UTUIIES SHOWN ON THE PLANS ARE BASED UPON
AVAILABLE INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS
OCCUR THE CONTRACTOR SHALL CONSULT THE PROJECT ENGINEER TO
RESOLVE THE PROBLEM PRIOR TO PROCEEDING WITH CONSTRUCTION.
LAKE WASHINGTON BLVD NORTH
STORM WATER & WATER MAIN
IMPROVEMENTS
CHANNELIZATION PLAN SHEETS
Cis, 0 -35 al / t
33111
UROD
2/14/11
muao xa
ef" 20 ov