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4a o 1 STREAM BED COBBLES.
4 a 2 EXTEND TO RAIN GARDEN
4 BOTTOM
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TOP OF CURB
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AC
CURB DRAINAGE OPENINGS
NOT TO SCALE
EXISTING ASPHALT
PAVEMENT
�l N AIC71AI r l IO0
12" MIN. DEPTH
N
EXISTING AND/OR
//—PROPOSED
GROUND
SECTION
SAWCUT
CEMENT CONCRETE
i CURB AND GUTTER PER
a CITY OF RENTON
a
STANDARD DETAIL
F001.
RESIDENTIAL STREET MIN. �ooo�000°o
4" HMoA CLASS 3/8" PG 64-22 � 0
6" CRUSHED SURFACING BASE oQ0�YQQ0
COURSE, WSDOT 9.03-9(3) goo �0O
CURB AND GUTTER REPLACEMENT DETAIL
NOT TO SCALE
1/2"X4" EXPANSION MATERIAL_
1/4"R AT JOINTS
SCORE LINES TO BE RADIAL A '
TO CURB AND GUTTER
1/2"X4" EXPANSION MATERIAL
1/4"R AT JOINTS
"W' —WIDTH OF SIDEWALK
1/2"X4" EXPANSION MATERIAL
1/4"R AT JOINTS
A r�
SCORE LINES
B
W
CEM. CONC. CURB AND GUTTER
B
1 /2"X5" EXPANSION
1/4"/FT, SLOPE ONLYRIAL CURB RETURN - 1/2"R - 1/4"/FT. SLOPE
1/2"R
4" �1/2'R
%%%
/i-PAVEME('T AS PER PLANS
T
4" 1 L PAVEMENT AS PER PLANS j
STANDARD CEM. CONC. CONCPARKWAY/ STANDARD CEM. GUTT
CURB AND GUTTER CURB AND
GUTTER
SECTION A —A SECTION B—B
SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS
NFRAI NOT
JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL
NOT BE LESS THAN 3/15" IN THICKNESS AND SHALL BE EXTENDED 2" BELOW THE GUTTER LINE. 1/2`
THP,U 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
JOINT, 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 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 W-TH ALL EDGES HAVING A 2 1/2" TOOLED FINISH
SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR).
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Know what's below.
Call before you dig.
TYPICAL SIDEWALK
11 CI
ADOPTED
CITY OF RENTON
+ +
STANDARD PLANS
LST DAT& 04/04
DWG. NAME:
F007 SP PAGE: 007
4"AVERAGE
FACE QUARRY
ROCK
FILTER FABRIC
PAVEMENT
b7
2" THICK CRUSHED SURFACING BASE
COURSE STRIP AT RAIN GARDENS
FINISH GRADE AT SIDEWALK
NOTE
CONSTRUCTION SHALL
CONFORM TO WSDOT
SPECIFICATION 8-04.3.
FLUSH CURB
NOT TO SCALE
W
1 CATCH BASIN FRAME AND GRATE
GUTTER PAN (NOT INCLUDED IN BID ITEM)
PLAN VIEW
CATCH BASIN GUTTER PAN
2 B..
SLOPE GUTTER PAN
DOWN TO FRAME -
AND GRATE
MATCH
1/2" R. 1" R. ROADWAY 5"
SLOPE
TOP OP OF
�g 1/2" 1/2- R. ROADWAY
---- — --
—_ VARIES
ADJUSTMENT SECTION
(NOT INCLUDED IN BID ITEM) ----
CATCH BASIN OR INLET
f IIIl� (NOT INCLUDED W BID ITEM)
I
. I
SECTION A '
6 1/2"
5 1/2" 1-
1/2" R. I- p MATCH
ROADWAY
SLOPE
1/2 R.
ROADWAY
VARIES
SECTION B
CEMENT CONCRETE
CURB AND GUTTER
CEMENT CONCRETE
CURB AND GUTTER PLAN
SHEET 1 OF 1
��`S Y p ADOPTED
CITY OF RENTON
+ +
STANDARD PLANS
LST DATE: 04/04
N BY APPR' DWG. NAME: F001 SP PAGE. F001
SURVEYED:
DESIGNED:
4
ADDENDUM NO. 4
ACB
1/28/14
WJF
A BRAUN
NO. 3
ACB
1/24/14
WJF
DRAWNADDENDUM F. KATONA
LADDENDUM
NO. 1
ACB
1 17 14
WJF
CHECKED:
W. FIERST
NO.
REVISION
BY
DATE
APPR
Ate:
S. COMFORT
30'
ROW
16' 8' 5'
10' 10' 6'
LANDSCAPE CONCRETE
�
TRAVEL LANE TRAVEL LANE PARKING PLANTER SIDEWALK
LANDSCAPE
0.5'
SAWCUT
VARIES 1, % I
PER PLAN
G CEMENT CONCRETE
VARIES 1 J°/D
SIDEWALK PER CITY OF
PER PLAN RENTON STANDARD
EXISTING DETAILS F005 SERIES
PAVEMENT CONCRETE CURB & AND F007.
GUTTER
S 27TH STREET IMPROVEMENT SECTION
STA 22+70.85 TO STA 31+92.34
4 NOT TO SCALE
I
VARIES ROW
16' MIN; 22' MAX I
10' 10' 6' 5.5' VARIES —I
TRAVEL LANE TRAVEL LANE I PARKING SIDEWALK LANDSCAPE
3' 0. 5'
SAWCUT
EXCEPT VAR'_
WHERE 15%
NOTED
a CEMENT CONCRETE
SIDEWALK PER CITY OF
RENTON STANDARD
EXISTING.`. DETAILS F005 SERIES
—// 11
PAVEMENT CONCRETE CURB & AND F007.
GUTTER
JONES AVE S STREET IMPROVEMENT SECTION
STA 10+24.27 TO STA 11+25
NOT TO SCALE
30
VARIES
16' MIN; 22' MAX ROW
10, 10, 6'
TRAVEL LANE TRAVEL LANE PARKING 5.5' VARIES
SIDEWALK LANDSCAPE
SAWCUT 0. 5'
EXCEPT VAS S
WHERE 1_
NOTED I
CEMENT CONCRETE
3 CONCRETE CURB & SIDEWALK PER CITY OF
RENTON STANDARD
EXISTING GUTTER
PAVEMENT DETAILS F005 SERIES
AND F007.
JONES AVE S STREET IMPROVEMENT SECTION
STA 11+25 TO STA 11+88.70
NOT TO SCALE
37 1501
PERMIT SET
SCALE:
VERTIGIL: NAVD 1988
AS NOTED HORROWX-- W1983/1991
I ONE INCH DATUM
�AT FULL SC&E
IF NOT ONE INCH
SCALE ACCORDINGLY
Checked for Compliance to City Standards
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BOA IS010��v -
-SSIONAL �1
NOnCE T A C 0 M A - SEATTLE • SPOKANE TRI-CITIES
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE
PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF
THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED OYMERSWP RIGHTS IN IT. THIS DOCUMENT IS FOR USE 2215 North 30th Street, Suite 300 Tacoma, WA 98403
ONLY FOR THE PROJECT IDENTIFIED W THE TITLE BLOCK
LAND ISITION M T TTHAT O BE F CT OR FOR REPAIR,
RO REMODEL
O�,R 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
DATE:
�% CITY O E RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 MARCH 2O14
SITE IMPROVEMENTS FInDEI I`
RENTON PAGE.
RENTON SCHOOL DISTRICT DRAWING NO:
Planning/Building/Public works Dept. PAVING AND ROAD DETAILS C6'6
SHM: OF:
32 35
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