HomeMy WebLinkAboutR-402609U
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SAW CUT SHALL BE VERTICAL
AND IN STRAIGHT LINES
SEE WSC07 STANDARD
SPECIFICATION 5-01.3(6) 6"
AND NOTES BELOW MIN.
EXISTING COMPACTED BASE
SIDE OF TRENCH 12f MIN.
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
(9-03.9(3)), GRAVEL BORROW (9-03.14(1)) PER
WSDOT STANDARD SPECIFICATIONS OR NATIVE
MATERILA IF APPROVED IN WRITING BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO 95%
MODIFIED PROCTOR.
PANEL REPLACEMENT DETERMINATION
FULL CEMENT CONCRETE PANEL REPLACEMENT:
FOR CEMENT CONCRETE SURFACE STREETS, THE
MINIMUM RESTORATION SHALL BE FULL PANEL
REPLACEMENT, IF ONE OR MORE OF THE FOLLOWING
CONDITIONS EXIST:
CONDITIONS
ADDITIONAL REQUIREMENTS
ALL BUS ROUTES
ALL INTERSECTIONS
PLUS ONE PANEL BEYOND THE
CURB RETURN
407e OR GREATER OF
EXISTING PANEL REMOVAL
EXCELLENT CONDITION (BASED
ON VISUAL AND/OR
NON —DESTRUCTION TESTING
PRINCIPAL, MINOR, COLLECTOR
ARTERIALS AND ALL STREETS
IN CBD WITHOUT BUS ROUTES
PORTLAND CEMENT CONCRETE (PCC) SHALL MEET THE
MATERIAL AND CONSTRUCTION REQUIREMENTS OF WSDOT
STANDARD SPECIFICATION 5-05
(� SAW CUT SHALL BE VERTICAL
1 AND IN STRAIGHT LINES
EXISTING CONCRETE
PAVEMENT
r—SEE NOTES BELOW
12" 1 L 6" MIN.
`SIDE OF TRENCH
COMPACTED CRUSHED SURFACING
TOP COURSE_
NOTES:
1. TRAN RS OINTS
1-1/2" DIAM. X 18"' ® 12" DOWEL BARS
ON CENTER MEETING WSDOT STANDARD
SPECIFICATION 9-07.5.
2. LONGITUDINAL JOINTS
#5 TIE BARS X 30" ® 36" ON CENTER
MEETING WSDOT STANDARD SPECIFICATION
9-07.6.
3. WHEN THE PCC PANEL IS LESS THAN 8"
IN THICKNESS #5 TIE BARS X 30" SHALL
BE USED. FOR TRANSVERSE JOINTS TIE
BARS SHALL BE ON 36" CENTERS WITH
NO LESS THAN 2 BARS PER SIDE ON
SMALL REPAIRS OR REPLACEMENT
PANELS.
4. TIE BARS AND CORROSION —RESISTANT
DOWEL BARS SHALL BE PLACED IN
ACCORDANCE WITH WSDOT STANDARD
SPECIFICATION 5-05.3(10).
5. DOWELS SHALL NOT BE USED WHEN PCC
PANEL IS LESS THAN 8" IN THICKNESS.
6. NEW PCC PANEL SHALL MATCH
THICKNESS OF EXISTING CONCRETE
PAVEMENT.
7. FULL PCC PANEL REPLACEMENT IS NOT
REQUIRED WHEN OVERLAID WITH ASPHALT
PAVEMENT.
• PUBLIC WORKS TYPICAL PATCH FOR RIGID STD. PLAN — 111
DEPARTMENT PAVEMENT WITHOUT ASPHALT a ' ' (1F';r)
CONCRETE OVERLAY
18" OF 2-4" DIA. FILTERED DRAIN
ROCKS. EXTEND ALONG ENTIRE -
LENGTH OF ROCKERY
m
2 M
ROC
X
934 4 MA Q�
ROCK
17
5 MAN
ROCKS
DENSE, UNDISTURBED SOIL
MIN. ro" PERF-PYC DRAIN PIP
FILTER FABRIC —
FINISH GRADE SLOPE AWAY
FROM BACK OF ROCKER'I' AT
(2) ro FOR A DISTANCE OF 10I
OR AS APPRO\/ED BY TI 4E
GEOTEC-4NICAL ENGINEER
a
FI III
III- NON TRAFFIC OR 21 4/1V
SLOPE SURCHARGE
AS APPLICABLE
NATIVE- CUT
1111 �_
IIII� N
FIN
NOTE: FOF, T1PFP1) CONFIG0RATION
UPPER TIER 544LL BE SET BACK A DISTANCE
EQUAL TO AT LEAST THE NE IG�4T OF THE LOWER WALL
NTS
1
RESPOND TO CITY COMMENTS
/21/2019
SURVEYED:
SCALE:
1>>
=20'
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
AM
Planning/
2
RESPOND TO CITY COMMENTS
/21/2019
DESIGNED:
3
RESPOND TO CITY COMMENTS
/16/2019
4
RESPOND TO CITY COMMENTS
0/31/201
DRAWN:
ONE INCH
CHECKED:
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NO.
REVISION
BY
DATE
APPR
APPROVED:
C TY OF
RENTON
uilding/Public Works Dept.
R-402609
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
jchavez 11 /12/2019 w] I
SIERRA HOMES, INC.
3802 MONTEREY PL NE RENTON WA. 98056
NOTES
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DATE: U)
8/31/2018 W
FIELDBOOK: C
PAGE: O
DRAWING NO:
C8 =
SHEET: 9 OF: 12
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