HomeMy WebLinkAboutR-417736r_f� PAVEMENT PLAN TYPICAL
C501-5A SCALE: NITS
C501-58
C501-5C
TRANSVERSE CONTRACTION OR
CONSTRUCTION JOINT (TYP.)
PCCP PANEL 70L PCCP PANEL
LONGRUDINAL CONTRACTION OR 9" 9"
CONSTRUCTION JOINTS (TYP.)
, tY
T°ll'0l'CMHC ^9NTRACTION OR
JOINT (TYP)
CONTRACTION OR
N JOINTS (TYP.)
SAWED GROOVE
WIDTH 3/16" MINIMUM TO 5/16' MAXIMUM
OVER MIDPOINT OF BAR
SEE STD. SPEC. 5-05.3(8)B
a
° ° o
°
b 18' d.-
r
d d
° DOWEL BAR
1 J' DIAMETER x 18" LONG
CONTRACTION JOINT _ ON 12-CENTERS
C50011--5A SCALE: NTS
C501-5B
C501-5C
SAWED GROOVE 2 1/2- DEEP
WIDTH 3/16' MINIMUM TO 5/16° MAXIMUM
DEPTH 1° MINIMUM
I 9" I SEE STD. SPED 5-05.3(8)C
BARS
d
c \
AMETER x 18" LONG
-_
-
° 4
CENTERS
°
- ALL PAVEMENT
SECTIONS
18° °
3 NOTED IN THE
PLANS
d
°
d
° d d
FULL DEPTH BOND
DOWEL BAR
1 1/2" DIAMETER x 18" LONG
BARS
BREAKER SUCH AS TAR
ON 12" CENTERS
PAPER TO PREVENT BONDING
AMETER x 18" LONG
CENTERS
- ALL PAVEMENT
SECTIONS
CONSTRUCTION JOINT_
i NOTED IN THE
PLANS
C50�1-jA
SCALE: NITS
a
C501-5B
°
C501-5C
SAWED GROOVE
-
WIDTH 3/16" MINIMUM TO 5/16' MAXIMUM
DEPTH 1' MINIMUM
DRILL AND
GROUT
SEE STD. SPEC. 5-05.3(8)C
,
° EXISTING PCCP d ° d PCCP; 4e o
°
d Q °
d.
4 °
12" _ I -DOWEL BAR
8 1 1/2" DIAMETER x 24" LONG
ON 12' CENTERS
PROOF ROLL AND COMPACT EX
PER WSDOT STD SPEC. SECTION
C501-5C
#5 EPDXY COATED HE BARS AT 24"
LONG, 36" O.C. MEETING THE
REQUIREMENTS OF STD. SPEC. 9-07
d. e
8 ° -
m C501-51) °- a
d.
°
m
0 0
CLASS 4000 CONCRETE PER WSDOT STD SPEC
SECTION 6.02 OR HIGH EARLY STRENGTH
CONCRETE PER NOTES ON SHEET C501-5D
Q
d
°
°
3
a
V/ /
CRUSHED SURFACING BASE COURSE
(CSBC) PER WSDOT STD SPEC 9-03.9(3)
COMPACTED TO AT LEST 95% OF MAX.
DENSITY PER STM D7557.
3'
SEE GENERAL NOTES
SAWCUT LINE, HOT TAR AND
SEAL JOINT TO EXISTING HMA
WSDOT HMA CLASS 1/2"
PG 64-22 ASPHALT
CONCRETE PAVEMENT
CUSS 4000 CONCRETE PER WSDOT STD SPEC
SECTION 6.02 OR HIGH EARLY STRENGTH
CONCRETE PER NOTES ON SHEET C501-5D
#6 EXPDXY COATED REBAR
AT 12"OC EACH WAY
PROOF ROLL AND COMPACT EX SUBGRADE
PER WSDOT STD SPEC. SECTION 2-06.-
C501-58
C501-5C
CRUSHED SURFACING BASE COURSE
(CSBC) PER WSDOT STD SPEC 9-03.9(3)
COMPACTED TO AT LEAST 95% OF MAX.
DENSITY PER ASTM D1557.
GENERAL NOTES
PCCP TO PCCP CONSTRUCTION JOINT RESTORATION LIMITS 1. ASPHALT PAVEMENT MATERIALS; CONFORM WITH WSCOT SPEC 5-04.2
18" 16° CSO�1 �A SCALE: NTS 2. CONCRETE PAVEMENT MATERIALS; CONFORM WITH WSDOT SPEC 5-05.2
C501-513 3. ASPHALT PAVEMENT CONSTRUCTION; CONFORM WITH WSDOT SPEC 5-04.3
C501-5C
HMA CL-1/2' PG 64-22 ' " HMA CL-1/2' PG 64-22 4. CONCRETE PAVEMENT CONSTRUCTION CONFORM WITH WSDOT SPEC 5 05.3
�4" COMPACTED DEPTH 4" COMPACTED DEPTH
DOWEL BARS 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 THIRD C501 SB
CRUSHED SURFACING BASE COURSE 6. PREPARATION OF PAVEMENT SUBGRADE SHALL BE PER WSDOT STD SPEC. 2-06 OR AS DIRECTED BY THE GEOTECHNICAL
PCCP PANEL PCCP PANEL - - 21" COMPACTED DEPTH
ENGINEER. SEE SUBGRADE IMPROVEMENT PUNS FOR ADDITIONAL SUBGRADE PREPARATION DETAILS.
0 0� oU�ov ov �o CRUSHED SURFACING 7. HIGH EARLY STRENGTH CONCRETE SHALL BE USED IN CRITICAL TRAFFIC AREAS AS DESIGNATED BY BOEING PROJECT
21" COURSE \ / / / /
1° COMPACTED DEPTH PROOF ROLL AND � \ � � MANAGER TO ACCOMMODATE CONSTRUCTION PHASING AND MANUFACTURING OPERATIONS. SEE GENERAL NOTE SHEETS
Q COMPACT SUBGRADE /� / / / � EXIST. SUBGRADE C501-1B FOR ADDITIONAL CONCRETE SPECIFICATIONS.
0 o O o 0 o PER WSDOT STD
SPEC. SECTION 2-06. 8. PORTLAND CEMENT CONCRETE PAVEMENT (PCCP) SHALL HAVE A MIN COMPRESSIVE STRENGTH AT 28 DAYS OF Pc=4,000
PSI.
PROOF ROLL AND SEE SHEET C501-6F DETAIL 2 AND 9 COMPACTED CRUSHED UTO ACG BASE AT LEST 95% COURSE
F MAX• DENSITY PERE STMH DIS QSHALL MET TE UIREMENTS OF WSDOT STD SPEC 9-03.9(3) AND BE
COMPACT SUBGRADE �/� /� �� �/ SHEET M510-2 DETAIL 3 FOR TRENCH
PAVEMENT JOINT DETAIL \ MIN TRENCH WIDTH
PER . SECT STD DESIGN AND BACKFILL REQUIREMENTS 70. ALL JOINTS, INCLUDING JOINTS BETWEEN NEW AND EXISTING PAVEMENT, SHALL BE PLACED PER WSDOT STD SPEC.
SPEC. SECTION 2-06. FOR PIPE DIAMETER < OR = 15°; 6-02.3(13) AND SEALED WRH POURED RUBBER JOINT SEALER PER WSDOT STD SPEC. 9-04.2 2
CSO�1 jD SCALE: NITS EXIST. SUBGRADE WIDTH = PIPE DIA + 30' ( )'
FOR PIE DIAMETER > 15°; p
� FULL DEPTH ASPHALT PAVEMENT /ENTENT WIDTH = (PI 8° EARTHWORK COMMENCE NEAOTMOVIVNG OPERATIONS UNTIL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES ARE IN PLACE.
C501-5A SCALE: NTS Y1 V _
DLTPTH PAVEMENT KKR AT 2. PROTECT AND MAINTAIN EROSION AND SEDIMENTATION CONTROLS DURING EARTH MOVING OPERATIONS.
C501 SB FULL
C501-5C UTILITY RENCH - 3. EXCAVATION AND COMPACTION UNDER STRUCTURES SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION SECTIONS
2-03.3(14) AND 2-09.
C501-5A SCALE: NTS
4. PAVEMENT SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION SECTION 2-06.
C501-5B
C501-5C 5. EXCAVATION AND TRENCHING DURING WET CONDITIONS SHALL COMPLY WITH KING COUNTY CONSTRUCTION DEWATERING PERMIT,
DEWATERING PLAN, AND GEOTECHNICAL ENGINEER'S RECOMMENDATIONS.
R-4177036
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
"( 3MI AC OEVElOR1EM EN4IHEEPIX6
1 WSPVSNNx eX tlOWN
CALL 48 HOURS w�300ICIVIL PERMIT Ichavez OB/25/2021
feM3 Wry, WA 9B0012Kb
BEFORE YOU DIG TEl:(m5)433-2300
1-800424-5555 PAX: G06) 433-2250
SYM RENSION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE
CRIS APRON R - CENTRAL C180242 WSP SET 07/09/21 , T DATE
ACCEPTABILITY JDM 07 09 21 SUBnT`E PAVING AND GRADING DETAILS U N N
C180942 SYMBOLOR G 0709 21
EN P. THIS DESIGN AND/OR H K
,�OtEo ""'RG SPECIFICATION IS APPROVED SET 07 09 21 SrET
s� D� APRON R - CENTRAL C501-5D C36
APPROVED BY DEPT. DAIS TOM 07 09 21
CHECKED
APPROVED RENTON SITE �06 ND. cl Pioz4Z '-DNP ND.
APPROVED DWG NO,
CIVIL MASTER `, 11 RENTON, WA RTN-YD-0501-5D