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OR STRUCTURAL FILL
NOTES:
1. CONFIRM PAVEMENT SECTION WITH GEOTECHNICAL REPORT.
ASHPALT PAVEMENT
NTS
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DEFORMED BARS,
01� TES SEE NOTE 1
1. AT CONTRACTORS OPTION WITH APPROVAL OF THE ENGINEER, USE
EPDXY BONDING AGENT IN PLACE OF DEFORMED BARS.
2. THROUGH JOINTS, 15'-0° ON CENTER MAXIMUM AND AT ALL
POINTS OF CURVATURE AND TANGENCY. JOINT WIDTH )i°
B MINIMUM, Y° MAXIMUM.
EXTRUDED CONCRETE CURB
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FINISH GRADE PER PLAN
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COMPACTED SUBGRADE OR
STRUCTURAL FILL
NOTES:
1. PROVIDE EXPANSION JOINT WHEN PAVEMENT ABUTS FIXED OBJECTS,
CONCRETE PADS, OR FOUNDATION.
PROVIDE CONSTRUCTION JOINTS IN ACCORDANCE WITH CITY OF SEATTLE STANDARD PLAN 420.
2. PROVIDE WEAKENED PLANE JOINTS AT A MAXIMUM SPACING OF 12" OC
AND A MAXIMUM LENGTH TO WIDTH RATIO OF 1.25.
CONCRETE PAVEMENT
NTS
X14" MIN-
� EDGE OF PVMT
OR GRAVEL
SECTION
FINISH GRADE
PER PLAN
C2.211 C3.02
61_011
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NOTES:
1. AT CONTRACTORS OPTION WITH APPROVAL OF THE ENGINEER, USE
EPDXY BONDING AGENT IN PLACE OF DEFORMED BARS.
WHEEL STOP
NTS
JOINT SEALANT, SIM
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FINISH GRADE PER PLAN
CONCRETE
IN COMPUANCE WITH CITY OF RENTON
DARDS
B DATE:
BY: DATE:
BY: DATE:
BY: DATE:
COMPACTED SUBGRADE OR
STRUCTURAL FILL
yOTES:.
1. PROVIDE EXPANSION JOINT WHEN PAVEMENT ABUTS FIXED OBJECTS,
CONCRETE PADS, OR FOUNDATION.
PROVIDE CONSTRUCTION JOINTS IN ACCORDANCE WITH CITY OF SEATTLE STANDARD PLAN 420.
2. PROVIDE WEAKENED PLANE JOINTS AT A MAXIMUM SPACING OF 12" OC
AND A MAXIMUM LENGTH TO WIDTH RATIO OF 1.25.
CONCRETE WALK �
NTS C2.211 C2.229 C2.239 C2.24 C3.02
(SAWCUT)
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FOR BOND BREAKER
a MATERIAL
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JOINT SEALANT
NTS
FIRST PLACEMENTIISECOND PLACEMENT
PREFORMED
EXPANSION
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SECTIO14S AND DETAILS
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Revisions
Number Description Date
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Revisions
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Date
08143!2015
9
Project No
C3.02
C3.02
212433
Consultant Project No
R 3863
13
Owner Project No
Drawing No
C3.02
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