HomeMy WebLinkAboutTED4001812.30/WV/S/0/X5: &VIS£D PER G/Ti' 0/04E117-OIYS
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PHALT CONCRETE (3" MIN.)
LACEMENT PATCH TO BE
1" ICKER THAN PREVIOUSLY
EXI .
EXISTIN SPHALT
CONCRET
EXISTING ASP
VIOD
T CONCRETE OVE
MIN. 4" ASPFq
(2 LIFTS) --�
EXISTING ASPHALT —
CONCRETE
(GREATER THAN
3" THICK)
6" MIN. CRUSHED SURFACIN
TOP COURSE
CONCRETE
EXISTING ALT CONCRETE OVE:
AS
( OFFSET JOINT
FINAL. JOINT MU
BE SAW --CUT
6" MIN. CRU
TOP COURA
SURFACING
IDMPACTED CRUSHED
OCK BACKFILL
(PREPARED GRADE
FINAL JOINT MUST
BE SAW —CUT
-- 1-1/2- MIN.
GRIND EXISTING
ASPHALT
COMPACTED CRUSHED
ROCK BACKFILL.
REPARED GRADE
1. SEE SECTIO 7-18 AND 2-09 FOR PATCHING AND BACKFILL SPECIFICATIONS
2. ALL TREN S IN ROADWAY AREAS SHALL BE BACKFILLEO AND TCHED WITH
TEMPOR ASPHALT AT THE END OF EACH WORK DAY, UNLESS MISSION IS
GRAN TO DO OTHERWISE BY THE CITY ENGINEER AND TRAFFIC E NEER.
3. ALL ORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PA ED WITHIN
/CLITS
EKS OF COMPLETION OF WORK WITHIN THE ROADWAY AREA. ON CONCRETE PAVEMENTS SHALL BE MADE NO MORE TITAN 0 HALF
DEPTH OF THE EXISTING SLAB.
ACTED GRAVEL BACKFILL CLASS "B" MAY BE USED UPON APPROVAL OF F
ENGINEER ON TRENCHES OVER 200 FEET IN LENGTH.
rED-4o- I8i
1' 1' 2.5'
NIIN IN MIN MIN IMIN
LAS
2„
C L A
,-LA
1 /2"X4" EXPANSION MATERIAL
1/4 R AT JOINTS -1
r ;
SCORE LINES TO BE RADIAL
TO CURB AND GUTTER
+
1 /2" X4" EXPANSION MATERIAL.
1 /4" R AT JOINTS
"We —WIDTH OF SIDEWALK
P,
Q- 1/2" X4" EXPANSK
MATERIAL
1/4"R AT JOINTS .
W
3
SCORE LINE
1/4"/FT. SLOPE
1 /2" R 1 /2" X5" EXPANSION MATERIAL
-\ CURB RETURN ONLY
4" 1" �- PAVEMENT AS PER PUNS
STANDARD CEM. CONC.
CURB AND GUTTER
SECTION A —A
--NC. CURB AND GUTTER
GENERAL NOTES
JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL
NOT BE LESS THAN 5/16" IN THICKNESS AND SHALL BE EXTENDED 2" BELOW THE GUTTER LINE.
1 /2" THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL
EXTEND 1" BELOW CONCRETE.
WHERE THE SIDEWALK IS To BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD JOIN
1/2"X 5" EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO P.T.'S AT ALL CURB RETURNS. 1/2"X4"
EXPANSION MATERIAL SHALL BE PLACED AT EVERY THIRD SIDEWALK PANEL. THE CONCRETE MIX FOR SIDEWALk
SHALL CONFORM TO THE REQUIREMENTS OF gLASS B (3/4") WITH AIR _ENTRAINMENT.
THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 21/2" TOOLED FINISH.
SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR)
1/4*/FT. SLOPE
1/2"R� j l 1/2"R
v- PAVEMENT AS PER PLANS
4-
PARKWAY
STANDARD
CEM. CONC.
CURB AND
GUTIER
SECTION B—B
SEE SHEET 2.5.1 FOR ROADWAY DEVELOPEMENT STANDARDS
OF CURB OR
OF PAVEMENT
2" CLASS 'B'
ENTER LINE OR
ANE LINE
TYPICAL SIDEWALK DETAIL
6.5' MIN.
1' 1' 2:5'
MIN IMIN r MIN MIN MIN
r.............................................
ACP CLASS 'E' OR 'B'
6" CRUSHED
SURFACING TOP COURSE
CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
6.5' MIN. TYPICAL PATCH FOR FLEXIBLE PAVEMENT
2" DEPTH of GRIND OR SAI�t-CUT AND REMOVE WHEN PERPENDICULAR TO ROADWAY CENTER LINE
Y o ADOPTED
C1TY OF RENTcN
• SEE HR-05 FOR MINIMIUTA STANDARDS + + standard plans
By
BY.
ASPHALT CONCRETE PATCH
SAW CUT 2" MIN.
CEMENT
REMOVE LOOSENED TRIM CONCRETE
ASPHALT VERTICALLY
SAW CUT SHALL BE VERTICAL
AND IN STRAIGHT LINES AS
DIRECTED BY THE ENGINEER
/—EXISTING CONCRETE
/ PAVEMENT
COMPACTED TRENCH BACKFILL COMPACTED CRUSHED SURFACING TOP
AS DIRECTED BY THE ENGINEER COURSE.
Cut and 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:
Less no ten (10) yrs old
Ten (10) yrs or older
Additional
-
Requirements
Local Access with out
eus Route
No
No
local Access with Bus
I Yea
Yes
Route
Intersection (All
Yes
yef
Plus one panel beyond
Streets)
the curb return
407. Removol
Yes
Yes
Excellent Condition
(based on visual and/or
Yes
yes
non—destructive testing)
Principal, minor.
Yes, If Monty —four (24)
Yes, If twenty—four (24)
Collector Arterial anC
severe teat or more of
s;ucre feet or more of
all streets in cgo cnd
any Panel needs to be
any panel needs to be
ell bu. route
patched
patched
TYPICAL PATCH FOR RIGID PAVEMENT
PAVEMENT PATCHING
AND RESTORATION DETAIL
UY ADOPTED
C[,Y OF RENTON
♦ i
LST DR T E: 4/28✓95
I
Standard plans
A 0 LST DATE: 2/1/95
REVISICN I BY APPR• D'dVG. NAI✓E: DWG# HR-23 SP PAGE: PACE#
H032A
I DATE
REVISION I BY APPR' DWG. NAME: DWG# HR-22 SP PAGE: PAGE# H033
ASPHALT
PAVEMENT PATCHING
DETAILS
o PACIFIC ENGINEERING[:)ESION INC. o
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92-11
PROJECT NO.
DIGS _
DRAWN BY
2-22-94
ISSUE DATE
II— II-9tc
SHEET REVISION
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