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EXISTING ASPHALT PAVEMEN
NEW 4' -FOOT BLACK
VINYL CHAIN LINK FENCE
TYPE 3 PER WSDOT STD
PLAN L-20.10-02
1.5%
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MAX 2
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POST FOOTING DETAIL
pp -1 SCALE: NTS
PP -2
FULL DEPTH PAVEMENT
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REMOVAL
ASPHALT DEMOLITION SECTION
DM -1 SCALE: NTS
TACK AND SEAL ALL EDGES (TYP.)
WSDOT HMA CLASS 1/2" PG 64-22
ASPHALT CONCRETE PAVEMENT
EXIST. SUBGRADE TO BE
COMPACTED TO A DEPTH OF
6" TO 95% STANDARD DENSITY
CRUSHED SURFACING TOP COURSE
WSDOT STD SPEC 9-03.9(3)
COMPACTED TO AT LEAST 95% OF
MAX. DENSITY PER ASTM D1557
ASPHALT CONCRETE PAVEMENT
pp -1 SCALE: NTS
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CALL 48 HOURS BergerABAM n`
BEFORE YOU DIG 333019th Avenue South, Suite 300 mor, Acis X,
Federal Way, Washington 98003-2600 NA 1, {NG
1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 /Zy NO.
REVISION
EXISTING CONCRETE CURB
DIRECTED OTHERWISE ON
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SAWCUT PER
REMOVE EXISTING GUTTER PAN
OR SAW CUT 2 -FT FROM FACE
OF CURB AS APPLICABLE (TYP),
EXISTING IRRIGATION PIPING
CUT AND CAP EXISTING IRRIGATION
PIPING TO PLANTER AREA AT LEAST
6" BELOW NEW PAVEMENT
LANDSCAPING DEMOLITION SECTION
DM -1 SCALE: NTS
FACE OF CURB
1/2"R �
ROADWAY
a
�I.- _l—CLASS 4000 PER WSDOT
�L?/ STD SPEC SECTION 6-02
8 1/4"
CEMENT CONCRETE TRAFFIC CURB
pp -1 SCALE: NTS
I
PP -2
CRUSHED SURFACING
TOP COURSE WSDOT
STD SPEC 9-03
BY DATE APPR
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MEN
JCR
tl.MM
SPT
6' SIDEWALK
NEW CONCRETE WALK
4000 PSI @ 28 DAYS
PER WSDOT STD SPEC
8-14
_ 1.5%
EXISTING
SIDEWALK
6 1/2" /-FACE OF CURB
1"R
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i e
- a
MATCH ROADWAY SLOPE
1/2"R
� ROADWAY
n CEMENT CONCRETE TRAFFIC CURB AND GUTTER
PP -1 SCALE: NTS
I
o -
COMPACTED SUBGRADE TO
90% MODIFIED PROCTOR
SIDEWALK NOTES:
1. LONGITUDINAL THROUGH JOINTS OF 3/8" WIDE BY FULL DEPTH, PREMOLDED,
NON -EXTRUDING MATERIAL, SHALL BE PLACED AT BUILDING PERIMETER AND CURBS
2. TRANSVERSE CONTRACTION JOINTS OF 3/8" WIDE BY 1 1/2" DEEP, PREMOLDED
MATERIAL, SHALL BE SPACED A 15'-0" MAX INTERVALS
3. THE SIDEWALK SHALL BE DIVIDED INTO PANELS BY SCORING WITH TRANSVERSE 'V"
GROOVES, 1/4" DEEP, SPACED AT 5-0" MAX INTERVALS
4. ALL JOINTS SHALL BE TOOLED WITH A 1/4" EDGER
5. ALL SIDEWALK EDGES SHALL BE TOOLED WITH A 1/2" EDGER
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6_ NEW CRUSHED SURFACING TOP COURSE WSDOT STD SPEC 9-03.9(3) COMPACTED TO IN c PLIANCE WITH CITY OF RENTON
AT LEAST 95% OF MAX DENSITY PER ASTM D-1557 STANDARDS
(T) SIDEWALK SECTION
pp -1 SCALE: NTS
PP -2
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PEDESTRIAN PATHWAYS AND PARKING �i0/24/1a
N. 6TH ST. IMPROVEMENTS
MISCELLANEOUS DETAILS - SHEET 1 DT -1
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