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1'-6"
C500-2G
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PAVEMENT PLAN TYPICAL
C500-2A SCALE: NTS
THRU
C500-2F
i2:� PAVEMENT JOINT DETAIL
C500-2A SCALE: NTS
THRU
C500-2F
TRANSVERSE CONTRACTION OR
CONSTRUCTION JOINT (TYP.)
7
-LONGITUDINAL CONTRACTION OR
CONSTRUCTION JOINTS (TYP.)
7
DOWEL BARS
1 J" DIAMETER x 18" LONG
ON 12" CENTERS
TYPICAL ALL PAVEMENT SECTIONS
UNLESS NOTED IN THE PLANS
FA
DOWEL BARS
1 "' DIAMETER x 18" LONG
ON 12" CENTERS
TYPICAL ALL PAVEMENT SECTIONS
UNLESS NOTED IN THE PLANS
SAWED GROOVE
8 WIDTH 16" MINIMUM TO 16" MAXIMUM
OVER MIDPOINT OF BAR
500-2G 9" SEE STD. SPEC. 5-05.3(8)B
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18" °
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° DOWEL BAR
1 "' DIAMETER x 18" LONG
ON 12" CENTERS
CONTRACTION JO T
C500-2A SCALE: NTS
THRU
C500-2F
SAWED GROOVE 22" DEEP
WIDTH J" MINIMUM TO A" MAXIMUM
8 DEPTH 1" MINIMUM
9.> SEE STD. SPEC. 5-05.3(8)C
500-2G
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18" °
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FULL DEPTH BOND
BREAKER SUCH AS TAR
PAPER TO PREVENT BONDING
CONSTRUCTION JOINT
C500-2A SCALE: NTS
THRU
C500-2F
DRILL AND GROUT
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EXISTING PCCP
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SAWED GROOVE
WIDTH T'6" MINIMUM TO 5" MAXIMUM
DEPTH 1" MINIMUM
SEE STD. SPEC. 5-05.3(8)C
PCCP, o
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1 "' DIAMETER x 18" LONG
ON 12" CENTERS
12> I DOWEL BAR
1 DIAMETER x 24" LONG
ON 12" CENTERS
PCCP TO PCCP CONSTRUCTION JOINT
C500-2A SCALE: NTS
THRU
C500-2F
GENERAL NOTES
1. ASPHALT PAVEMENT MATERIALS; CONFORM WITH WSDOT SPEC 5-04.2
2. CONCRETE PAVEMENT MATERIALS; CONFORM WITH WSDOT SPEC 5-05.2
3. ASPHALT PAVEMENT CONSTRUCTION; CONFORM WITH WSDOT SPEC 5-04.3
4. CONCRETE PAVEMENT CONSTRUCTION; CONFORM WITH WSDOT SPEC 5-05.3
5. PAVEMENT SUBGRADE PREPARATION; CONFORM WITH WSDOT STD SPEC 2-06
6. MAX JOINT SPACING SHALL BE 15 FEET OR BASED ON LENGTH TO WIDTH RATIO OF 1.5:1, WHICHEVER IS
LESS. SEE JOINTING LAYOUT ON PAVING PLANS C500-2A THRU C500-2F.
7. PREPARATION OF PAVEMENT SUBGRADE SHALL BE PER WSDOT STD SPEC. 2-06 OR AS DIRECTED BY THE
GEOTECHNICAL ENGINEER. SEE SUBGRADE IMPROVEMENT PLANS FOR ADDITIONAL SUBGRADE PREPARATION
DETAILS.
8. HIGH EARLY STRENGTH CONCRETE SHALL BE USED IN CRITICAL TRAFFIC AREAS AS DESIGNATED BY BOEING
PROJECT MANAGER TO ACCOMMODATE CONSTRUCTION PHASING AND MANUFACTURING OPERATIONS. SEE
GENERAL NOTE SHEETS G2 FOR ADDITIONAL CONCRETE SPECIFICATIONS.
9. PORTLAND CEMENT CONCRETE PAVEMENT (PCCP) SHALL A MIN COMPRESSIVE STRENGTH AT 28 DAYS OF
F'c=4,000 PSI.
10. CRUSHED SURFACING BASE COURSE (CSBC) SHALL MEET THE REQUIREMENTS OF WSDOT STD SPEC
9-03.9(3) AND BE COMPACTED TO AT LEAST 95% OF MAX. DENSITY PER ASTM D1557
11. ALL JOINTS, INCLUDING JOINTS BETWEEN NEW AND EXISTING PAVEMENT, SHALL BE PLACED PER WSDOT
STD SPEC. 6-02.3(13) AND SEALED WITH POURED RUBBER JOINT SEALER PER WSDOT STD SPEC.
9-04.2(2).
12. SEE STRUCTURAL PLANS FOR REINFORCED CONCRETE PAVEMENT DETAILS AND TRANSITION DETAILS ON
SHEETS S500-16 THROUGH S500-19.
FULL DEPTH BOND BREAKER
SUCH AS TAR PAPER (NO REBAR) g
C50�-2G
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° a a NEW PCCP
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EXISTING
CONCRETE a D� D� DW CSBC
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SEE GENERAL NOTES
SOGAT ON JOINT AT EXIST & NEW CONC INTERFACE
C500-2E SCALE: NTS
#5 EPDXY COATED TIE BARS AT 24"
LONG, 3F" - - --- - - -
REQUIRE�
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SEE GENERAL NOTES
0_'� CONCRETE TO HMA PAVEMENT TRANSITION
C500-2C SCALE: NTS
C500-2F
EARTHWORK NOTES
1. DO NOT COMMENCE EARTH MOVING OPERATIONS UNTIL TEMPORARY EROSION
AND SEDIMENTATION CONTROL MEASURES ARE IN PLACE.
2. PROTECT AND MAINTAIN EROSION AND SEDIMENTATION CONTROLS DURING
EARTH MOVING OPERATIONS.
3. EXCAVATION AND COMPACTION UNDER STRUCTURES SHALL BE IN
ACCORDANCE WITH WSDOT STANDARD SPECIFICATION SECTIONS 2-03.3(14)
AND 2-09.
4. PAVEMENT SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH WSDOT
STANDARD SPECIFICATION SECTION 2-06.
5. EXCAVATION AND TRENCHING DURING WET CONDITIONS SHALL COMPLY
WITH KING COUNTY CONSTRUCTION DEWATERING PERMIT, DEWATERING
PLAN, AND GEOTECHNICAL ENGINEER'S RECOMMENDATIONS.
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CRUSHED SURFACING BASE COURSE (CSBC)
SHALL MEET THE REQUIREMENTS OF WSDOT
STD SPEC 9-03.9(3) AND BE COMPACTED TO
AT LEAST 95% OF MAX. DENSITY PER ASTM
D 1557.
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ROOF ROLL AND COMPACT SUBGRADE
PER WSDOT STD SPEC. SECTION 2-06.
SAWCUT LINE, HOT TAR AND
SEAL JOINT TO EXISTING HMA
OT HMA CLASS 1 /2"
64-22 ASPHALT
CRETE PAVEMENT
CLASS 4000 CONCRETE PER WSDOT STD SPEC
SECTION 6.02 OR HIGH EARLY STRENGTH
CONCRETE PER NOTES ON SHEET G1.
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UNRE NFORCED CEMENT CONCRETE PAVEMENT
00-2G SCALE: NTS
CIVIL PERMIT
R-401348
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
afowfer 12/20/2018 01
SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
�N P. THIS ESIGNB AND/OR CHECKED 06 08 18 GRADING/PAVEMENT DETAILS - SHEET 1 W4700331 A 11/26/18
APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 T� SPT 06 08 18 SHEET
w of WAsx�� G SPECIFICATION IS APPROVED
A SPEC UPDATE W4700331 ABAM SPT 11 / / 26 18 ® ����� ENGINEER TITLE APRON R INFRASTRUCTURE
CHECKED � >- APPROVED BY DEPT. DATE BEE 06 08 18 JOB NO. C500-2G C31-
RENTON SITE
�o R 31271 o ww COMP NO.
APPROVED
ss�oNAL �W4700331
APPROVED CIVIL MASTER SITE RENTON, WA DWG No. 4-APRON-R-0500-2G