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A 1.5" ASPHALT: 3/8 -INCH AGGREGATE MIX PER 2012 WSDOT 9-03.8(6),
PG58-22 OR PG 64-22 BINDER PER 2012 WSDOT 9-02.1(4)
2.5" ASPHALT: 1/2 -INCH AGGREGATE MIX PER 2012 WSDOT 9-03.8(6),
PG58-22 OR PG 64-22 BINDER PER 2012 WSDOT 9-02.1(4)
4° CRUSHED AGGREGATE BASE
COURSE PER 2012 WSDOT
H 9-03.9(3)
12" COMPACTED SUITABLE MATERIAL OR
STRUCTURAL FILL. UNSUITABLE NATIVE
MATERIAL SHALL BE OVEREXCAVATED AND
REPLACED, SUBGRADE SHALL BE
PREPARED IN ACCORDANCE WITH THE
PROJECT SPECIFICATIONS TO ACHIEVE 95%
OF MAXIMUM DRY DENSITY (ASTM D1557)
C
ASPHALT PAVEMENT SECTION
6X6-W2XW2 ® 6" O.C. NTS
WELDED WIRE FABRIC OR�
U EQUIVALENT
MIN. 2" OF COVER
E
F
6" PORTLAND CEMENT CONCRETE
(4000 PSI COMPRESSIVE STRENGTH
PER WSDOT STD SPEC 9-03.1)
3° CRUSHED ROCK BASE COURSE
(WSDOT STD SPEC 9-03.9(3))
12" COMPACTED SUITABLE MATERIAL OR
STRUCTURAL FILL UNSUITABLE NATIVE MATERIAL
SHALL BE OVEREXCAVATED AND REPLACED.
SUBGRADE SHALL BE PREPARED IN ACCORDANCE
WITH THE PROJECT SPECIFICATIONS TO ACHIEVE
95% OF MAXIMUM DRY DENSITY (ASTM D1557)
NOTES:
1. CONCRETE SHALL BE FIBER REINFORCED, AIR ENTRAINED, WITH
A MINIMUM MODULUS OF RUPTURE (Mr) OF 600 PSI, A 4000
PSI 28 DAY STRENGTH, AND A 15 -FOOT MAXIMUM JOINT
SPACING 5
2. LOADING DOCK PAVEMENT SHALL BE REINFORCED PER DETAIL c-ao
G
HEAVY DUTY CONCRETE PAVEMENT SECTION
E NTS
H CONCRETE ASPHALT CONCRETE
o CURB & GUTTER PAVEMENT PER PLAN
M
o DEPRESS
_ CONC GUTTER
0.2' ® SCUPPER
3
2 I
0
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U
Z
H
00 Q)0op O
6" �2'-DQ 00
CURB SCUPPER
o OTAPER 0O O O
CONTRACTOR TO
OO OO O LANDSCAPE AREA
O DISTURBED BY
O O O O CONSTRUCTION.
y K SLOPE PER PLAN.
CURB SCUPPER DETAIL iii
NOT USED
NTS
PORTLAND CEMENT CONCRETE
(4000 PSI COMPRESSIVE
STRENGTH PER WSDOT STD
SPEC 9-03.1)1
c �
CONTROL JOINT (TYP.) COMPACTED
5" PORTLAND CEMENT CONCRETE
(4000 PSI COMPRESSIVE STRENGTH
PER WSDOT STD SPEC 9-03.1)
12" COMPACTED SUITABLE MATERIAL OR
STRUCTURAL FILL. UNSUITABLE NATIVE MATERIAL
SHALL BE OVEREXCAVATED AND REPLACED.
SUBGRADE SHALL BE PREPARED IN ACCORDANCE
WITH THE PROJECT SPECIFICATIONS TO ACHIEVE
95% OF MAXIMUM DRY DENSITY (ASTM D1557)
NOTES:
1. CONCRETE SHALL BE FIBER REINFORCED, AIR ENTRAINED, WITH
A MINIMUM MODULUS OF RUPTURE (Mr) OF 600 PSI, A 4000
PSI 28 DAY STRENGTH, AND A 15 -FOOT MAXIMUM JOINT
SPACING
SIDEWALK CONCRETE PAVEMENT SECTION
REINFORCING SHALL CONSIST OF
ASTM A615 GRADE 60, NO.4 DEFORMED
BAR MATS AT 15" EACH WAY
SAWED CONTROL JOINT
O(1/4 SLAB THICKNESS)
OR CONSTRUCTION JOINT (TYP.)
BARS AT 1
PI AN CFCTION
NOTES:
1. LONGITUDINAL AND TRANSVERSE JOINTS SHALL BE SAWED AS INDICATED,
2. THE JOINT SEAL MANUFACTURER'S SPECIFICATIONS SHALL BE COMPATIBLE WITH THE JOINT CONFIGURATION. PROVIDE
TYPICAL DETAILS FOR CONSTRUCTION & EXP. JTS.
3. FOR ALL JOINTS THE BACKER ROD MATERIAL SHALL BE COMPATIBLE WITH THE COLD POURED SEALANT AND SLIGHTLY
OVERSIZED TO PREVENT MOVEMENT DURING THE JOINT SEALANT OPERATION.
4. THE WIDTH OF ALL JOINTS SHALL BE CORRECTED FOR 68 DEGREE F.
5. EXPANSION JOINTS SHALL BE USED AT ALL LOCATIONS WHERE PAVEMENT ABUTS A PERMANENT STRUCTURE.
6. DOWELS AND TIE BARS FOR CONSTRUCTION JOINTS SHALL BE CAST IN PLACE.
CONCRETE PAVEMENT JOINTING
COURSE
13(6 DIA. HOLE
(TYPICAL) —
M3 BAR (TYP)
NTS
`#8 REBAR X 3'-0" LONG (3 PER
/ CURB SECTION) FILL TOP WITH
/ MASTIC OR CONCRETE AFTER SETTING
6 - 0
7" 1 2'-5° 1 2'-5" 1 7"
ii ii II
li
ii 13§" ii li
1'-0" 1'-0" 2'-0" 1'-0" 1'-0"
�
PRECAST CONCRETE WHEEL STOP
NTS
L Ia F0
�y o[ usgisaAS NOTED CITY OF
y.
CITY OF RENTON
Approved by: usw„IM "'FF UK RENTON
WL DATUM
Approved by.Date___I LE ML
1505 Westlake Ave. N. T (206)522-9510 8jpt9t8pgJ q roved b Date ---
NO.
Planning/Building/Public Works Dept.
Suite 305 F (206)522-8399 �py v pp y—--
Seattle. WA 98109 w .PxtAWCW �pxA6 moan Approved by.______ Date___ N0. REVISION HY DATE APPR wFF
NTS
Cpm_ (_ STORE NO. 7252
THE AUTO SUPERSTORE
PAVING AND SITE DETAILS
/06/17