HomeMy WebLinkAboutT-302007EXISTING ASPHALT
PAVEMENT
- - - -_ -_ SAWCUT�
ARTERIAL STREET MINIMUM
3" CLASS "B" A.C.
4" A.T.B.
6" CRUSHED ROCK
RESIDENTIAL STREET MINIMUM
4" CLASS "B" A.C.
6" CRUSHED ROCK
7*& - W-j#610
1.0'* NEW CURB_
MIN. I & GUTTER
DATE I REVISION I BY R P DI
I
NOTES`
MUST MATCH EXISTING THICKNESS IF GREATER.
* OR 1.0' BEYOND EDGE OF DAMAGED PAVEMENT
C[IR'B & Gurm, D&TVL
ADOPTED
cli'Y QF wag MN
O
Standard plans
WT DATIS: 12/96
DWG. NAME: F14M SP PAGE: FO'
CITY CURB AND GUTTER REPLACEMENT DETAILS �
NTt
1/2-X4- EXPANSION MATERIAL
1/4 "R AT JOINTS
1 /2 "X.4" EXPANSION CEM. CONC. CURB AND GUTTER
MATERIAL
1/4 "R AT JOINTS GENERAL NOTES:
P JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED
SCORE 7AND E RADIAL 15' C/C NOR LESS THAN 10' C /C. THEY SHALL NOT BE
TO CUTER w LESS THAN 3/16" IN iHICKNESS AND SHAALL BE EXTENDED
+ W 2" BELOW THE GUTTER LINE. 1/2" THRU JOINTS SHALL BE
PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER
1/2 "X4 MATERIAL 3 AND SHALL EXTEND 1" BELOW CONCRETE.
1/4 R AT JOINTS SCORE LINES WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE
B B CURB AND GUTTER, THE JOINT SHALL BE A COLD JOINT.
1/2-X 5" EXPANSION MATERIAL SHALL BE PLACED FROM
"W" -WIDTH OF SIDEWALK P.C.'S TO P.T.'S AT ALL CURB RETURNS. 1/2 "X4"
EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH
SIDEWALK PANEL. THE CONCRETE MIX FOR SIDEWALKS
SHALL CONFORM TO THE REQUIREMENTS OF CLASS B
(3/4 ") WITH AIR ENTRAINMENT.
THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL
EDGES HAVING A 2 1/2" TOOLED FINISH.
1/2 "X5" EXPANSION MATERIAL SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR)
1 /4 " /FT. SLOPE CURB RETURN ONLY
1/2 "R 1 /4 " /FT. SLOPE
1/2 "R 4" 1/2 "R PAVEMENT AS PER PLANS
4" PAVEMENT AS PER PLANS TYPlG�ti, �fii=
STANDARD CEM. CONC. PARKWAY STANDARD CEM. CONC. ADOPTED
CURB AND GUTTER CURB AND GUTTER crrx or sznw
♦ � t
SECTION A -A SECTION B -B
DATE I REVISION gY pR DWG. NAME: FR-02 SP PAGE: M07
CITY SIDEWALK DETAIL n2)
NTS
6' CLASS 4000 BRICK RED
10/10. 6X6 WWM PIGMENTED CEMENT CONCRETE
PATTERN: COBBLESTONE
CEMENT CONCRETE SLOPE TO DRAIN
BARRIER CURB (TYP.) PER 3 EXP. JOINT
WSDOT STD. PLAN F -1. W/ SEALANT -All
FINISHED GRADE FINISHED GRADE
6" GRAVEL BASE
TRAFFIC ISLAND DETAIL 3
NTS
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CITY CURB RAMP STANDARD PLAN n
NTS
LIGHTING STANDARD & JUNCTION BOX
STREET Uw POLE
NOTE:
CLASS V CONCRETE 10 BE USED
IN CONSINXI N OF PAD
INDIVIDUAL JUNCTION BOX
CITY CONCRETE PAD DETAILS
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APPROVED
B DATE654YAL
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1144 Eastlake Ave. E.
T (206) 522 -9510
ON l
Suite 601
F (206) 522 -8344
Seattle, WA 98109
www.PACLAND.COM
W= 3/18/06
6' CLASS 4000 BRICK RED
10/10. 6X6 WWM PIGMENTED CEMENT CONCRETE
PATTERN: COBBLESTONE
CEMENT CONCRETE SLOPE TO DRAIN
BARRIER CURB (TYP.) PER 3 EXP. JOINT
WSDOT STD. PLAN F -1. W/ SEALANT -All
FINISHED GRADE FINISHED GRADE
6" GRAVEL BASE
TRAFFIC ISLAND DETAIL 3
NTS
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CITY CURB RAMP STANDARD PLAN n
NTS
LIGHTING STANDARD & JUNCTION BOX
STREET Uw POLE
NOTE:
CLASS V CONCRETE 10 BE USED
IN CONSINXI N OF PAD
INDIVIDUAL JUNCTION BOX
CITY CONCRETE PAD DETAILS
d
APPROVED
B DATE654YAL
NTS
o� ewRCkAUSEN C.E. N.T.S. HOB ,AM CITY OF SAM'S CLUB #4835 -00 3/14/03
_L K R E N TO N 901 SOUTH GRADY WAY P
cHMKmMJP /MPJ /JRIA DATUM RENTON, WA 98055 vV °""""" .
UPDATED PER CITY OF RENTON COMMENTS MJP 1 6 WHIL Planning /Building /Public works Dept.
,F�,�I� CR -2.2
N0. REVISION BY DATE APPR r ''C0 WLY ROADWAY DETAILS SICLI: a:
SCANNED OCT 0 8 6c�t
C/�.�. 7
FR 1
'1_i-9 5
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_L K R E N TO N 901 SOUTH GRADY WAY P
cHMKmMJP /MPJ /JRIA DATUM RENTON, WA 98055 vV °""""" .
UPDATED PER CITY OF RENTON COMMENTS MJP 1 6 WHIL Planning /Building /Public works Dept.
,F�,�I� CR -2.2
N0. REVISION BY DATE APPR r ''C0 WLY ROADWAY DETAILS SICLI: a:
SCANNED OCT 0 8 6c�t
C/�.�. 7
FR 1
'1_i-9 5