HomeMy WebLinkAboutR-406706r`
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7
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F-
R7-8a SIGN AT
ACCESSIBLE ST
N CURBRAMP9
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ERNATIONAL
SYMBOL OF ACCESS
A�PSIGNAGE C2
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° d °
d d
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NOTE:
ACCESSIBLE PARKING AREA SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION
'1 ACCESSIBLE PARKING
1/4' EDGED GROOVE
T CRUSHED SURFACING TOP COURSE
PER PLAN
NOTES:
1. CEMENT CONCRETE SHALL BE CLASS B 3000.
2. COMPACTION FOR CONCRETE WALKS TO BE 95% MAXIMUM DENSITY.
3. EXPANSION JOINTS CONSISTING OF 3/8" BY 4' PREMOLDED JOINT
MATERIAL SHALL BE PLACED AT 15 FOOT INTERVALS, OR AS DIRECTED BY
THE ARCHITECTURAL PLANS. 1/4" EDGE GROOVE SHALL BE PROVIDED AT
JOINT EDGES.
4. SEE ARCHITECTURAL PLANS FOR JOINT PATTERNS.
CEMENT CONCRETE SIDEWALK(ONSITE ONL
EXTRUDED CURB (ONSITE ONLY)
8 NOT TO SCALE
BENT CONCRETE
2B, WSDOT SPEC.
I.
SEE LANDSCAPE PLAN
FOR FILL BEHIND CURBS
2500 PSI
2" DIA. G.I.P.
SCH. 40
8.,
MIN
R7 801
5'-0" MIN.
/rPROPOSED
I GRADE
r-6"
4"
MIN.
D R7-8A R7-801
11/97 C
D
E
VAN E RESE VEI
e ACCESSIBLE H PAR II
E B
PROVIDE SYMBOL IN ALL ADA
ACCESSIBLE PARKING STALLS
ADA SIGNAGE AND SYMBOLS
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Know what's below.
Cal before you
2%SLOPE OW DROP PER 1')
I
1 14"
3" WIDE PAINT
STRIP TRAFFIC
LINE WHITE
NOTES:
1. CONCRETE FOOTING
SHALL BE VO x 2'
DEEP WITH TOP OF
FOOTING 3" BELOW
FINISHED GRADE.
—Hill = 4" COMPACTED BASE COURSE
6" COMPACTED SUBGRADE
NOTES:
1. COMPACTION FOR CONCRETE CURB AND WALKS TO BE 95% OF MAXIMUM DENSITY.
SEE SPECIFICATIONS.
2. EXPANSION JOINTS SHALL BE AT 10'-0" INTERVALS OR AS SHOWN ON ARCHITECUTRAL PLANS.
INTEGRAL CURB AND WALK
NOTE
CONSTRUCTION SHALL
CONFORM TO WSDOT
SPECIFICATION 8-04.3.
FLUSH CURB fON-SITE ONLY)
Mail
A
COLORS:
LEGEND - GREEN(REFL)
SYMBOL - BLUE(REEL)
BACKGROUND- WHITE (REFL)
L
1.1
NPDES PERMIT# WA
G 4" SHINER EACH SIDE OF
EXPANSION JOINT (TYP)
E RATE
XTURE
1)l
(SEE N
(SEENOTE \
318" EXPANSION JOINT -
J
DIMENSIONS (INCHES)
A
I B
C
D
1 E
1 F
1 G
1 H
1 J
1 K
1 L
12
1 13
1 3/8
1 5/8
1 2C
3/4C
1 1
1 112
1 3/4
1 6
111/2
HMA CLASS 1/2". PG 64-22
I
3-
CRUSHED SURFACING
BASE COURSE PER
L WSDOT 9.03-9(3)
F24" MIN. DEPTH ILL CSTRUCTURAL
NOTES: COMPACTED TO 95%
1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS.
2. THE CONTRACTOR SHALL EXPOSE EXISTING SUBGRADE, PROOF
ROLL AND COMPACT TO 95% IF YIELDING CONDITIONS ARE
ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH
IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL
REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL
ENGINEER.
HEAVY DUTY PAVEMENT SECTION
6 NOT TO SCALE (ON -SITE ONLY)
HMA CLASS 1/2". PG 64-22
i
2'
4- CRUSHED SURFACING
BASE COURSE PER
L WSDOT 9.03-9(3)
�VA�j \�VA AAA/A� 24" MIN. DEPTH STRUCTURAL
NOTES: FILL COMPACTED TO 95%
1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS.
2. THE CONTRACTOR SHALL EXPOSE EXISTING SUBGRADE, PROOF
ROLL AND COMPACT TO 95%. IF YIELDING CONDITIONS ARE
ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH
IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL
REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL
ENGINEER.
STANDARD PAVEMENT SECTION
0 NOT TO SCALE (ON -SITE ONLY)
SIDEWALK
7751Z
3
EXCEED 1/2" SEE NOTE 3
NOTES:
1. RAMP TEXTURING SHALL CONSIST OF TRUNCATED DOMES ACCORDING TO
DETAIL 7 ON THIS SHEET
2. CURB RAMP WILL NOT BE POURED INTEGRAL WITH SIDEWALK AND SHALL BE
ISOLATED BY EXPANSION JOINT MATERIAL ON ALL SIDES, BUT NOT AT END OF
RAMP ADJACENT TO THE ASPHALT PAVING.
3. ALL EDGES SHALL BE BEVELED
4. THIS RAMP IS FOR INTERNAL USE ON SITE.
�1 CURB RAMP
�7 NOT TO SCALE
A RAMP DETECTABLE WARNING PATTERN AREA
B SHALL BE YELLOW, IN COMPLIANCE WITH
WSDOT STANDARD SPEC. 8-14.3(3)
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MIN
MAX
A
1 5/8'
2 3/8'.
5/8"
1
C
7/16
3
D
7/8
�1 TRUNCATED DOMES
7
� NOT TO SCALE
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T A C O M A - S E A T T L E
oFja SPOKANE - TRI-CITIES
�s7ONa1. gWt 2215 North 30th Street, Suite 300 Tacoma, WA 984C
"11#12oa7 253.383.2422 TEL 253.383.2572 Fax vAniShd.mm WEB
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RECORD NOTE wos/zozo
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DATUM
CITY OF
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^r'NTON
Planning/Building/Public Works Dept.
WALKER MAZDA DEALERSHIP
AS-BUILTS
AHBL JOB #2180100.11
PRIVATE IMPROVEMENT SURFACING DETAILS
7/29/2019
IEn SUNN IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO
BE RELIABLE, AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS
PRESULL THOSE RELYING ONTHIS RECORD DOCUMENT ARE ADVISED TO
OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE "PLYING IT
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