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EXIST. CONIC.
CONNECTION
MAY VARY, RI
FOR LOCATI01
CORE 1/2'9 HOLE IN EXIST.
CONC. WALKWAY & EPDXY GROUT
DOWELS IN PLACE, CENTER DOWELS REFER TO DETAIL C9
VERDCALLY
FOR CONIC. WALKWAY
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sECTm
CONCRETE
C35 WALKWAY CONNECTION
NOT TO SCALE
V -6°
REFER TO PUNS FOR �T�
LOCATION & PAVT TYPE & J �/'''�
TO DETAILS FOR MAT'L 1•
THICKNESSES SLOPE 1e..
'C'5' CRUSHED
COMPACTED AGGREGATE BASE 6" 6'•
SUBGRADE PER WSDOT SPEC.
9- 03.9(3) BASE
COURSE
TYPE 1 CONCRETE
C3 CURB & GUTTER
NOT TO SCALE
2 °R
(TYP.)
REFER TO PLANS s' 3"
FOR PAVT TYPE & 1/2- . °, •.
TO DETAILS FOR SLOPE
ADD'L INFORMATION 6"
N
z
5
a
0
it
REFER TO PLANS FOR —
PAV'T TYPE, LOCATION &
DETAILS FOR ADD'L
INFORMATION
3 —# 4
CONT.
6x6 —W2.9/
W2.9 W.W.F.
4
FINISHED GRADE
REFER TO PLANS 1
R 12° R
2 #4 BARS
CONT.
REFER TO PLANS
FOR PAVT TYPE
AGGREGATE BASE
COMPACTED SUBGRADE
FLUSH
C8 CURB & GUTTER
NOT TO SCALE
4" ENGINEERED FILL OR APPROVED
NATIVE SOILS COMPACTED TO 95%
MAX. DENSITY, —2 TO +3% OMC
6" 6"
COMPACTED
SUBGRADE
CONCRETE FLUSH
C28 TURNED DOWN WALK
NOT TO SCALE
FINISHED GRADE,
REFER TO GRADING
PLAN
12" ENGINEERED FILL OR APPROVED
NATIVE SOILS COMPACTED TO 95%
MAX. DENSITY, —2 TO +3% OMC
`FINISHED GRADE
REFER TO PUNS
3C'ONT.E� J COMPACTED —� 5" CRUSHED AGGREGATE
SUBGRADE BASE PER WSDOT SPEC.
9- 03.9(3) BASE COURSE
TYPE 2 CONCRETE
C4 CURB & GUTTER
NOT TO SCALE
SAWCUT & REMOVE
EXIST. PAVT, REFER
TO SITE REMOVAL PLAN
FOR LOCATION
12" ENGINEERED FILL OR APPROVED
NATIVE SOILS COMPACTED TO 95%
MAX. DENSITY, —2 TO +3% OMC
EXIST. PAVT, F
TO PUNS FOR
LOCATION
SUBGRADE
BUTT JOINT CONNECTION
A28 TO EXISTING PAVEMENT
NOT TO SCALE
6" OR AS
SHOWN ON
PUNS
REFER TO PLANS FOR -
PAV'T TYPE, LOCATION &
DETAILS FOR ADD'L
INFORMATION
NO.
W.W.F.
1 "R J '_
s:.
3 —# 4 BARS;
CONTINUOUS
SUBGRADE
REFER TO PLANS FOR
PAVT TYPE & TO DETAIL
SHEETS) FOR CONSTRUCTION
INFORMATION
4° ENGINEERED FILL OR APPROVED
NATIVE SOILS COMPACTED TO 95%
MAX. DENSITY, —2 TO +3% OMC
CONCRETE TURNED
C10 DOWN WALKWAY
NOT TO SCALE
REVISION
BY I DATE I APPR
SUBGRADE
2"
in z
u; o
4.5'
4" CRUSHED AGGREGATE
BASE PER WSDOT SPEC.
9- 03.9(3) BASE COURSE
12" ENGINEERED FILL OR APPROVED
NATIVE SOILS COMPACTED TO 95%
MAX. DENSITY, —2 TO +3% OMC
HEAVY -DUTY CONCRETE
C11 WALKWAY / PAVEMENT
NOT TO SCALE
}SRTS AND HILL
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IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY: Dab' .
BY: Data' .
BY: Data:
BY: Dab:
;�IDIiIIiI
3' ASPHALT SURFACE COURSE
SOOT SPEC. 9- 03.8(6) #°
SUBGRADE
STANDARD DUTY
A7 BITUMINOUS PAVEMENT
NOT TO SCALE
COMPACTED
SUBGRADE
HEAVY DUTY
A5 BITUMINOUS PAVEMENT
NOT TO SCALE
JSHED AGGREGATE
3ER WSDOT SPEC.
3(3) BASE COURSE
IGINEERED FILL OR APPROVED
SOILS COMPACTED TO 95%
)ENSITY, —2 TO +3% OMC
2° ASPHALT SURFACE COURSE PER
WSDOT SPEC. 9- 03.8(2) HMA
WITH 9- 03.8(6) }° AGG.
2" ASPHALT BINDER COURSE PER
WSDOT SPEC. 9- 03.6(2) k" HMA
WITH 9- 03.8(6) }° AGG.
5' CRUSHED AGGREGATE
BASE PER WSDOT SPEC.
9- 03.9(3) BASE COURSE
12' ENGINEERED FILL OR APPROVED
NATIVE SOILS COMPACTED TO 95%
MAX. DENSNY, —2 TO +3% OMC
VELMEIR RETAIL PHARMACY
DETAILS -SITE
C� i�-37oolD
03/28/13
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