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NOTESi
1. DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10'
C/C. THEY SHALL NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE 2-1/4"
DEEP.
2. 1/2" THRU JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT (BEHIND
CURB) OF APPROACH, AND IN CURB/GUTTER TO DUMMY JOINTS.
3. CEMENT CONCRETE SHALL BE CLASS 3000 AIR ENTRAINED.
4. ALL JOINTS SHALL BE CLEANED AND EDGED.
5. APPROACH SHALL NOT BE POURED INTEGRAL WITH CURB AND GUTTER, BUT MAY
BE POURED INTEGRAL WITH STANDARD CURB (SEE DETAIL "A").
6. SUBGRADE COMPACTION SHALL BE 95% MODIFIED PROCTOR.
7. APPROACH CENTERLINE TO MATCH THE DRIVEWAY/ALLEY CENTERLINE. THE
APPROACH WIDTH WILL BE 10' WIDER THAN THE DRIVEWAY/ALLEY WIDTH.
6' MIN
o
ry JOINT
CO
Q
L 10" COMMERCIAL ZONE
6" RESIDENTIAL ZONE
THICKENED BASE OF CURB &
GUTTER TO MATCH APPROACH
THICKNESS ON COMMERCIAL
APPROACHES (TYP).
6"
- 3/16" SCORE LINE
18" 18„
CURB AND GUTTER APPROACH WITH
SHOWN HOWEVER, OTHER SEE DETAIL "A" MONOLITHIC CURB
CURBS MAY BE USED. SEE NOTE 5
(SEE STANDARD PLANS)
SECTION A -A DETAIL A
CEMENT CONCRE.TE DRIVEWAY APPROACH
N.T.S. PER RENTON DETAIL FRO1N
SCORE LINES TO BE
RADIAL TO CURB
AND GUTTER
1/2" x 4" EXPANSION MATERIAL
1/4"R AT JOINTS
1/2" x 4" EXPANSION MATERIAL -
1 /4"R AT JOINTS
"W" - WIDTH OF
SIDEWALK = 5'
SCORE LINES
1 /4"/FT. SLOPE 1 /2" x 5" EXPANSION MATERIAL
1/2°' R� 1 CURB RETURN ONLY
4" PAVEMENT AS PER PLANS
STANDARD CEM. CONC.
CURB AND GUTTER
SECTION A -A
GENERAL NOTESi
JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS
THAN 10' C/C. THEY SHALL NOT BE LESS THAN 3/16" 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 JOINT. 1/2" x 5" EXPANSION MATERIAL SHALL BE
PLACED FROM P.C.'S TO P.T.'S AT ALL CURB RETURNS. 1/2" x 4" 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.
SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR).
TYPICAL OFFSITE SIDEWALK
% N.T.S.
o �
PER RENTON DETAIL FR-02
RENTON WINDERMERE DEVELOPMENT, LLC
SE 1/4 OF THE SE '8--/4 OF SEC. 09, TWP. 23 N., RGE 5 E., W.M.,
CITY OF RENTON, WASHINGTON
EXISTING ASPHALT 1.0'* NEW CURB 6'-0"
PAVEMENT MIN. �& GUTTER r 4" 2 1/2"
9"
SAWCUT #3 BARS
— — — — — — — 13/16" DIA HOLES
8" MIN.
10" MAX.
3:1 SAND & CEMENT GROUT 1" DEPTH
d d
NON -SHRINK GROUT
ARTERIAL STREET MINIMUM
3" CLASS „B" A.C. :16"
4" A.T.B. NOTESi
6" CRUSHED ROCK
1. MUST MATCH EXISTING
RESIDENTIAL STREET MINIMUM THICKNESS IF GREATER.
4" CLASS "B" A.C. 2. * OR 1.0' BEYOND EDGE
6" CRUSHED ROCK OF DAMAGED PAVEMENT
CURB AND �GU�TTE_RR_EPL_ACE�MENT
N.T.S. PER RENTON DETAIL FR05
VARIES - SEE PLAN
2"
2% SLOPE (1 /4" DROP PER 1')
�1/4" R77
6" g" I �_ - .:;.;; �AA��VA���\��VA��VA��VAA�VAA�AA��VAA
PAVEMENT 4" COMPACTED SUBGRADE—
NOTESi
1. COMPACTION FOR CONCRETE CURB AND WALKS TO BE 95% OF
MAXIMUM DENSITY. SEE SPECIFICATIONS.
2. EXPANSION JOINTS SHALL BE 10'-0" O.C. WITH CONTROL JOINTS
10' O.C.,
3. PROVIDE A LIGHT BROOM FINISH
(�A ONSITE INTEGRAL CURB AND SIDEWALK
N. T. S.
5-0"
I-
4" -
2,00%
c a
a v.
t v a v
L- 4" THICK CEMENT
CONCRETE
SUBGRADE SHALL BE
COMPACTED TO 90%
COMPACTION
ONSITE TYPICAL SIDEWALK
N. T. S.
1" R 51
PAVEMENT 6" 1/2
-4„
PROVIDE JOINTS AT
15' INTERVALS PER
WSDOT 8-04.3(1)
TOP OF CURB
AT APPROACH ° . .
.p---------
7 3/4"
POURED IN PLACE CONCRETE CURB
2" CLEARANCE (TYP) #6 BARS
(2)
PRECAST CEMENT CONCRETE
WHEEL STOP
CURB BLOCK, CEMENT CONCRETE
CURB, CONCRETE BARRIER OR
EXTRUDED CEMENT CONCRETE
CURB
E�
INTERNATIONAL SYMBOL —
OF ACCESS PAINTED ON
PAVING
NOTE
1. PAVEMENT SLOPES WITHIN DISABLED PARKING AREA SHALL NOT
EXCEED 2.00% IN ANY DIRECTION.
2. SPACES TO BE LOCATED AS PER SITE PLAN.
TYPICA�LP ARKING AREA �&S TRIPPING
2„
4"
Fil
ASPHALT CONCRETE PAVEMENT,
CLASS B, WSDOT 5-04
95% COMPACTED,
CRUSHED SURFACING
BASE COURSE, WSDOT
9-03.9(3)
NOTES 95% COMPACTED SUBGRADE
1. DEPTHS ARE COMPACTED THICKNESS.
ASPHALTIC CONCRETE
° ° °°
,°7 °°°
N.T.S. / PAVEMENT STRUCTURE N.T.S.
8 8 12x18" SIGN PER DETAIL
TYPICAL EA STALLS, 10
C5
N.T.S.
�„� CONCRETE WHEEL CHAIR RAMP
N.T.S. � � � 1 N.T.S.
T I,IVL JVLIIf .,1111E 4 MIL.
THICK PAINTED LINES
2" DIA, G.LP.
SCH. 40
CONCRETE
Abbey Road Group LLC
Land !Development Company
1001 SHAW ROAD, PUYALLUP, WA 98372
P. O. Box 207, Puyallup, Wa 98371
(253) 435-3699, Fax (253) 446-3159
CIVIL AFAWM KFAFR/NG & S11)MEY/NG
Bus: (253) 922-1532
5308 12th St. E. Suite B Fax: (253) 922-1954
Fife, WA 98424 ceservices@gwest.net
12"
RESERVED
PARKING
STATE DISABLED PARM
PENT REWMiED
VAN
ACCESSIBLE
PROPOSED
GRADE
M.
WAS
U
�.� 34452
I STYV,
�rsIONAL E��1
EXPIRES 10 / 27102
Z X
Q
8"MIN.
10 DISABLED PARKING SPACE SIGNAGE
N.T.S.
mlo30 50
10" 6"
2" PVC @ 40'it
INTERVALS IN 2.5" 5" 2.5"
LANDSCAPE ;CEMENT CONCRETE
AREAS ONLY (CURB.
BOTTOM OF o g�� WSDOT SPEC. 8-04
CUT/SAWED JOINT °o
15' INTERVAL °& °$ 6
°oo o S °k. 6.;,
V,
6 s
12 EXTRUDED CEMENT CONCRETE
CURB N.T.S.
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
cH Tc_ffTD FOW COfIPIIANCF
TO CITY AS'TANIDAWVAS'
Date
Date
Date
C_-°�`? ; 0 SCANNED SEP 13 2002