HomeMy WebLinkAboutR-401448,--TRANSVERSE CONTRACTION OR
CONSTRUCTION JOINT (TYP.)
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PAVEMENT PLAN TYPICAL
C501-5A SCALE: NTS
C501-5B
C501-5C
"21 PAVEMENT JOINT DETAIL
01-5D SCALE: NTS
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CALL 48 HOURS ��
BEFORE YOU DIG 33301 9th Avenue South, Suite 300
1-800-424-5555 Federal Way, Washington 98003-2600
(206) 431-2300 Fax:(206) 431-2250
SYM REVISION BY
ORIG MITIGATION HANGAR C180242 ABAM
APPROVED DATE SYM
SPT 10/09/18
-LONGITUDINAL CONTRACTION OR
CONSTRUCTION JOINTS (TYP.)
7
DOWEL BARS
1 "' DIAMETER x 18" LONG
ON 12" CENTERS
TYPICAL ALL PAVEMENT SECTIONS
UNLESS NOTED IN THE PLANS
DOWEL BARS
1 "' DIAMETER x 18" LONG
ON 12" CENTERS
TYPICAL ALL PAVEMENT SECTIONS
UNLESS NOTED IN THE PLANS
SAWED GROOVE 3'
WIDTH 3/16" MINIMUM TO 5/16" MAXIMUM #5 EPDXY COATED TIE BARS AT 24 SAWCUT LINE, HOT TAR AND
OVER MIDPOINT OF BAR LONG, 36" O.C. MEETING THE 2' SEAL JOINT TO EXISTING HMA
8L' I g" I SEE STD. SPEC. 5-05.3(8)B REQUIREMENTS OF STD. SPEC. 9-07.6 7
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CONTRACTION JOINT
C501-5A SCALE: NTS
C501-5B
C501-5C
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501-5D
DRILL AND GROUT
DOWEL BAR
1 "' DIAMETER x 18" LONG
ON 12" CENTERS
SAWED GROOVE 2 1/2" DEEP
WIDTH 3/16" MINIMUM TO 5/16" MAXIMUM
DEPTH 1 " MINIMUM
9" SEE STD. SPEC. 5-05.3(8)C
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FULL DEPTH BOND DOWEL BAR
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BREAKER SUCH AS TAR 1 1/2" DIAMETER x 18" LONG
PAPER TO PREVENT BONDING ON 12" CENTERS
CONSTRUCTION JOINT
C50011-5A SCALE: NTS
C501-5B
C501-5C
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EXISTING PCCP
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SAWED GROOVE
WIDTH 3/16" MINIMUM TO 5/16" MAXIMUM
DEPTH 1" MINIMUM
SEE STD. SPEC. 5-05.3(8)C
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L- DOWEL BAR
12"
1 1/2" DIAMETER x 24" LONG
C� ON 12" CENTERS
C501-5C
i� PCCP TO PCCP CONSTRUCTION JOINT
C501-5A SCALE: NTS
C501-5B
C501-5C
HMA CL-1/2" PG 64-22
4$' COMPACTED DEPTH
CRUSHED SURFACING
BASE COURSE
21" COMPACTED DEPTH
PROOF ROLL AND
COMPACT SUBGRADE
PER WSDOT STD
EXIST. SUBGRADE SPEC. SECTION 2-06.
FUEL DEPTH TEMPORARY ASPHALT PAVEMENT
C501-5A SCALE: NTS
C501-5B
C501-5C
REVISION I BY I APPROVED I DATE
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OT HMA CLASS 1/2"
64-22 ASPHALT
CRETE PAVEMENT
SEE GENERAL NOTES
CONCRETE TO HMA PAVEMENT TRANSITION
SCALE: NTS
CLASS 4000 CONCRETE PER WSDOT STD SPEC
SECTION 6.02 OR HIGH EARLY STRENGTH
CONCRETE PER NOTES ON SHEET C501-1B
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PROOF ROLL AND COMPACT EX SUBGRADE CRUSHED SURFACING BASE COURSE
(CSBC) PER WSDOT ST
PER WSDOT STD SPEC. SECTION 2-06. STD SPEC 9-03.9(3)
COMPACTED TO AT LEAST 95% OF MAX.
DENSITY PER ASTM D1557.
UNREINFORCED CONCRETE PAVEMENT
C501-5A SCALE: NTS
C501-5B
C501-5C
HMA CL-1/2" PG 64-22
4" COMPACTED DEPTH
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/
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CRUSHED SURFACING BASE COURSE
/
21" COMPACTED DEPTH
PROOF ROLL AND
COMPACT SUBGRADE
PER WSDOT STD EXIST. SUBGRADE
SPEC. SECTION 2-06.
- SEE SHEET C501 6F DETAIL 2 AND
SHEET M510-2 DETAIL 3 FOR TRENCH
MIN TRENCH WIDTH DESIGN AND BACKFILL REQUIREMENTS
FOR PIPE DIAMETER < OR = 15";
WIDTH = PIPE DIA + 30"
FOR PIE DIAMETER > 15";
WIDTH = (PIPE DIA X1.5) + 18"
f' '1
FULL DEPTH TEMPORARY PAVEMENT
REPAIR AT UTILITY TRENCH
C501-5A SCALE: NTS
C501-5B
C501-5C
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CIVIL PERMIT SET
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DESIGN BY: BERGERABAM DATE 10/22/2018
ACCEPTABILITY
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
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APPROVED BY
DEPT.
I DATE
IAl t SUBTITLE
10 09 18
10 09 18
10/09/18 TITLE
CIVIL MASTER
CLASS 4000 CONCRETE PER WSDOT STD SPEC
SECTION 6.02 OR HIGH EARLY STRENGTH
CONCRETE PER NOTES ON SHEET C501-113
#6 EXPDXY COATED REBAR
AT 12"OC EACH WAY
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PROOF ROLL AND COMPACT EX SUBGRADE CRUSHED SURFACING BASE COURSE
PER WSDOT STD SPEC. SECTION 2-06. (CSBC) PER WSDOT STD SPEC 9-03.9(3)
COMPACTED TO AT LEAST 95% OF MAX.
DENSITY PER ASTM D1557.
REINFORCED CONCRETE PAVEMENT
C50011-5A SCALE: NTS
C501-5B
C501-5C
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. 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 C501-5A THRU C501-5B.
6. 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.
7. 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
C501-1 B FOR ADDITIONAL CONCRETE SPECIFICATIONS.
8. PORTLAND CEMENT CONCRETE PAVEMENT (PCCP) SHALL HAVE A MIN COMPRESSIVE STRENGTH AT 28 DAYS OF F'c=4,000
PSI.
9. 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
10. 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).
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.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
R 401448 Ann Fowler 12/14/2018 '
PAVING AND GRADING DETAILS
MITIGATION HANGAR
RENTON SITE
SITE
I..VLLLIV I I C 180242 J `IW O R G v^I L 10/09/ 18
SHEET
U501-5D C39-
JOB NO. C180242 COMP NO.
RENTON, WA DWG N0. RTN-YD-0501-5D