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,ND GUTTER
DETAIL
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CEMENT CONC. DRIVEWAY ENTRANCE TYPE B DETAIL
—PROPERTY LINE
EXIST. �FXIST. COMMERCIAL` PROPERTY LINE
R'ESIDENTIAiL ASPHALT DRIVEWAY
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CEMENT CONCRETE TO MATCH
v EXISTING SURFACE �LEVATION
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+ + +I EXIST COMMERCIAL
Cn
SHATTUCK
Q STA 14+39.28, 17' LT
BEGIN DEPRESSED CURB'
AND GUTTER
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Q -- — STA--14+44-.28,--17' LT— \ - -- -
ry T/C=25.50'
0 FL=25.33'
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FULL DEPTH SAWCUT
MATCH EXISTING GRADE
7'
VARIES
5.5'
SIDEWALK
2%
0. 5'
10" THICK CONCRETE
4" CSTC
0
PROFILE VIEW
CEMENT CONC.
SIDEWALK
NOTE:
FOR EXPANSION JOINT DETAILS
SEE CITY OF RENTON STD. PLAN F-03.
CEMENT CONC.
SIDEWALK
D R I VEWAY
2g
CEMENT CONC. TRAFFIC CURB
1 AND GUTTER
i
SEE DWG RD02 FOR DETAIL
\ DEPRESSED CURB AND GUTTER
SEE DWG RD02 FOR DETAIL
MIN. 10" THICK CEMENT CONCRETE
IN APPROACH AREA
CEMENT CONIC. DRIVEWAY ENTRANCE TYPE C DETAIL
SIDEWALK RAMP WIDTH
AS SHOWN ON --CEMENT CONCRETE TRAFFIC
1:3 MAX —,DWG RP01—RP03 CURB AND GUTTER
' (ON STREET SIDE)
-2 %
\ CURB VARIES FROM 0" TO 6"
+ + + + + + + + - ASPHALT DRIVEWAY SHATTUCK STA 15+05.65
�- + + + + + + + END DEPRESSED CURB AND GUTTER
+ ++++++++++++++ 1
j BEGIN CEMENT CONC.
+ + + + + + + TRAFFIC CURB AND GUTTER
+ + + + + + + T/C=26.19'
+ + + +� + + + /
+ + + + + +
+ + + + + + '
o 6 IDEWALK
0.466% FLOWLINE GUTTER SLOPE _
10" THICK CEMENT CONCRT�\SHATTUCK SHATTUCK
(COMMERCIALS DRIVE) ' STA 14+99.65, 17' LT STA 15+11.24) 17' LT
--
J T/C=25.82' T/C=26.21'
FL=25.65' FL=25.71'
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6" THICK CEMENTI CONCRETE
(RESIDENTIAL DRIB E j
i SHATTUCK AVE. R/W
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15+00 NOTE:
CEMENT CONC. DRIVEWAY ENTRANCE TYPE A DETAIL
DMJM HARRIS AECOM
10900 NE 8TH STREET, SUfTE 750
BELLEVUE, WASHINGTON 98004
PHONE: (425) 454-5N FAX: (425) 454-0220
!! W"WME
pF�I 'P
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0029998
APPROVED FOR CONSTRUCTION
CITY OF RENTON
DATE
FOR EXPANSION JOINT DETAILS
SEE CITY OF RENTON STD. PLAN F-03.
/L ADDENDUM NO. 3
NO. REVISION
4" CEMENT
CONCRETE SIDEWALK
2" CSTC
SECTION
SURVEYED:
DESIGNED:
Y.JIANG
DRAWN:
Y.JIANG
CHECKEDA. w SZLO
APPROVED: LA�7
R.MEYER
SCALE: NTS
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
2'
6"
MATCH EXISTING
PAVEMENT ELEVATION
DETECTABLE WARNING PATTERN
SEE DETAIL ON RENTON STD. PLAN F13-1
3/8" EXPANSION JOINT
SEE RENTON STD. PLAN F-03
1:12
MAX SLOPE
CEMENT CONCRETE SIDEWALK
SEE DRAWINGS RS02 & RS03
FOR WIDTH INFORMATION ---
SIDEWALK RAMP TYPE 5
RECORD DRAWINGS
SEPTEMBER 2010
BASED ON CONTRACTOR'S
RECORDS
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
NOTES:
1. A MINIMUM 4' WIDE ACCESSIBLE ROUTE SHALL BE
MAINTAINED IN ALL PEDESTRIAN ACCESSIBLE AREAS.
2. CONTRACTION JOINTS SHALL BE PLACED ALONG SIDEWALKS
AT 15' MAXIMUM SPACING. ALL JOINTS SHALL BE CLEANED
AND EDGED.
3. DUMMY JOINTS TO BE PLACED AT 5' INTERVALS AND ALL
SIDEWALK JOINTS TO MATCH CURB AND GUTTER JOINTS.
4. CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES A, B & C
SHALL BE CONSTRUCTED OF AIR —ENTRAINED CONCRETE CLASS
3000 AND MAY BE POURED INTEGRAL WITH CURB.
R 342618
4-met
CITY OF
RENTON
Public Works Dept.
FED AID NO.: ARRA-0167(044)
RAINIER AVE S (SR 167) UHI L:
IMPROVEMENTS PROJECT FIELDBOOK:
PHASE 1 PAGE:
SHATTUCK AVE S STORMWATER BYPASS DRAWING N0:
PAVING DETAILS RD01
SHEET.9 Q OF: A
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