HomeMy WebLinkAboutR-395909CLASS 4000 CEMENT
CONCRETE PAVEMENT
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6" MIN -
16" -
-HMA CLASS 3/8", PG 64-22
CRUSHED SURFACING
TOP COURSE PER WSDOT
9.03-9(3)
0�00
GEOTEXTILE FABRIC
\
GRAVEL BACKFILL FOR DRAINS
WSDOT 9-03.12(4)
6" PERFORATED PVC PIPE
WHERE SHOWN ON PLAN
\\
COMPACTED SUBGRADE TO 95%
NOTES:
1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS.
2. THE CONTRACTOR SHALL EXPOSE EXISTING FILL, 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.
LIGHT DUTY ASPHALT CEMENT
PAVEMENT SECTION
NOT TO SCALE
10"
2-1/2" 5" 2-1/2"
1-112" R
(TYP)
°
A
DEPTH OF °'
d „
THRU JOINT
1"R(TYP)
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NOTE:
THE ADHESIVE SHALL MEET THE
REQUIREMENTS OF SECTION ADHESIVE, SEE NOTE
9-26.1 FOR TYPE -II EPDXY
BONDING AGENT
EXTRUDED CURB
NOT TO SCALE
R7-801A SIGN AT VAN
ACCESSIBLE STALL
12"
RESERVED
PARKING
STATE DISABLED PARKING
PERMIT REQUIRED
vSH
� ACCESSIBLE
BOTTOM OF SIGN
in
2" DIA GIP SCH 40
PROPOSED GRADE
AT FLOOR OF
PARKING SPACE
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CONCRETE
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8"MIN.
ACCESSIBLE PARKING SIGNAGE
NOT TO SCALE
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NOTICE
ALTERATION OF THIS DOWMENT SHALL INVALIDATE THE
AS BUILT PROFESSIONAL �� AND SIGNATURE. PUBLIFROM RESERVED
ED
OF
THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED
Know what's below. ONNERSHIP RIGHTS IN IT. THIS DOCUMENT IS FOR USE
call before you dig. ONLY FOR THE PROJECT IDENTIFIED R IN 1, R TITLE OR
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT.
AHBL PROJECT 2170057.10
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CRUSHED SURFACING
BASE COURSE PER
WSDOT 9.03-9(3)
- GEOTEXTILE FABRIC
COMPACTED
SUBGRADE TO 95%
NOTES:
1. DEPTHS ARE COMPACTED THICKNESS.
2. DUMMY JOINTS CONSISTING OF 3/16" BE 2" PREMOLDED JOINT MATERIAL SHALL BE
PLACED AT MAXIMUM 18 FOOT INTERVALS.
3. PROVIDE A TOOLED CONSTRUCTION JOINT AT MAXIMUM 6 FOOT INTERVAL.
4. THE CONTRACTOR SHALL EXPOSE EXISTING FILL, 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.
LIGHT DUTY CEMENT CONCRETE
SIDEWALK SECTION
NOT TO SCALE
6-0"
O O
1" DIA HOLES
3:1 SAND & CEMENT
GROUT 1" DEPTH
NON -SHRINK GROUT
�4 1/2"
I I I I
2" CLEARANCE (TYP) (2) #6
NOTES: REFER TO PLAN FOR LOCATION OF WHEEL STOPS.
WHEELSTOP
NOT TO SCALE
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T A C O M A SEATTLE SPOKANE TRI-CITIES 1
2215 North 30th Street, Suite 300 Tacoma, WA 98403 NO.
253.383.2422 TEL 253,383.2572 FAX www.ahbl.com WEB
3" MIN.
(2) 3/4 BARS
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z 6" MIN.
0 10" MAX.
HMA CLASS 3/8",
PG 64-22
CRUSHED SURFACING
TOP COURSE PER WSDOT
N
o 0
9.03-9(3)
°oo°oo°oo°oo°oo°
CRUSHED SURFACING
BASE COURSE PER
VA VA
WSDOT 9.03-9(3)
6" MIN
\ VAA
\
GEOTEXTILE FABRIC
VAS
o \\ \\
GRAVEL BACKFILL FOR DRAINS
6"
VA \ \ \
WSDOT 9-03.12(4)
6" PERFORATED PVC PIPE
WHERE SHOWN ON PLAN
16'
COMPACTED SUBGRADE TO 95%
NOTES:
1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS.
2. THE CONTRACTOR SHALL EXPOSE EXISTING FILL, 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 ASPHALT CEMENT
PAVEMENT SECTION
NOT TO SCALE
FACE OF CURB
TOP OF PAVEMENT
CEMENT CONCRETE TRAFFIC CURB
NOT TO SCALE
SURVEYED:
D. FOLLANSBEE
DESIGNED:
B. SCHEND
BJS 10/08/18 SMC DRAWN:
AS-BUILTS F. KATONA
REVISED PER CITY COMMENTS BJS 7/7/17 SMC CHECKED: FIERST
REVISION BY DATE APPR APPROVED:
S. COMFORT
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
vERnCAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
RECORD NOTE 10108/2018
L—
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NOTES:
1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS.
AHBL CERTIFIES THE ACCURACY OF THESE
AS -BUILT DRAWINGS WHICH ARE COMPRISED OF
APPROVED ENGINEERING PLANS AND
CONSTRUCTION CHANGES PROVIDED BY THE
CONTRACTOR FOR THE PROJECT KNOWN AS
LINDBERGH HIGH SCHOOL PARKING LOT
IMPROVEMENTS. BASED ON THE STANDARD OF
CARE AND EXPERTISE THAT IS USUAL AND
CUSTOMARY IN THIS COMMUNITY FOR
PROFESSIONAL ENGINEERS IT APPEARS THAT
WORK WAS COMPLETED IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED CIVIL
ENGINEERING PERMIT DOCUMENTS.
AO CITY OF
RENTON
Planning/Building/Public Works Dept.
HMA CLASS 3/8 INCH
PG 64-22. WSDOT 5-04
PETROMAT FABRIC
EXISTING PAVEMENT
EXISTING SUBGRADE
ASPHALT OVERLAY
NOT TO SCALE
R-395909
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
LINDBERGH HIGH SCHOOL
SOUTH PARKING LOT IMPROVEMENTS
RENTON SCHOOL DISTRICT
PAVING NOTES & DETAILS 1
T
U
06/08/201
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