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CRUSHED SURFACING
BASE COURSE PER
WSDOT 9.03-9(3)
STRUCTURAL FILL
GEOTEXTILE FABRIC
COMPACTED
NOTES: �� �\ �\ /i �\ SUBGRADE TO 95%
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
2"
0"-6"
CEMENT
6"
CONCRETE,
SEE ARCHITECT PLANS FOR CONSTRUCTION
CLASS 4000
`TOOLED JOINT LAYOUT
/ JOINT 2% SLOPE MAX (1/4" DROP PER 1')
------
1" R a..o . ... a
0 0 0 0 0 0
�� IIIIIII—III IIIIIII I
�� II
PAVEMENT �jL/�� I I I ' 8" CRUSHED
��, Hill SURFACING
COMPACTED BASE COURSE
NOTES: SUBGRADE
1. SUBGRADE COMPACTION FOR CONCRETE CURB AND WALKS SHALL BE
95% OF MAXIMUM DENSITY.
2. EXPANSION JOINTS CONSISTING OF 3/16" BY 2" PREMOLDED JOINT
MATERIAL SHALL BE PLACED AT 16 FOOT INTERVALS.
3. PROVIDE INTERMEDIATE TOOLED CONTRACTION JOINTS WITH SHINER AT
4 FOOT INTERVALS.
4. WALK SHALL BE BROOM FINISHED WITH 4" TROWELED EDGES.
COORDINATE WITH ARCHITECT TO VERIFY FINISH MATCHES EXISTING
WALKS.
INTEGRAL CURB AND WALK
NOT TO SCALE
AS -BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERA710NaFTNISDOOIYENrSHALLNVMIDAIETIE PROFES90NAL SEAL AND SIGNATURE PUBLICATION OF
CI11E11
AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING THIS DOTDOES NOT DEROGATEFROM RESERVED
OINERSIIP
R CUIE THIS DDNT IS FOR USE
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY ONLY FORTHE PRo�ECTIDENiFIDNTHE TITLE BLODC
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
DIRECT SUPERVISION ON THIS DATE: 08/23/2019. ADonIDNTOTHAT PRaECTaRFOR ANY oTNERPROJECT.
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CLASS 4000 CEMENT
CONCRETE PAVEMENT
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CRUSHED SURFACING
co BASE COURSE PER
0 0 o WSDOT 9.03-9(3)
000 0 0 000 STRUCTURAL FILL
N 0
roc
BO0GEOTEXTILE FABRIC
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NOTES: COMPACTED
SUBGRADE TO 95%
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 (ON -SITE ONLY)
NOT TO SCALE
10"
2-1/2" - 5" 2-1/2"
1-1/2" R
(TYP)
DEPTH OF
.d.. .. . .
THRU JOINT : °d a
• ,
1" R (TYP)
AA
.d • 1 • �.a : =
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
12"
RESERVED
PARKING
STATE DISABLED PARKING
PERMIT REQUIRED BOTTOM OF SIGN
R7-8a SIGN AT VAN---,
ACCESSIBLE STALL
V-0"
2" DIA GIP SCH 40
PROPOSED GRADE
AT FLOOR OF
PARKING SPACE
I I II I II I II � '� I I II I II I I
N
CONCRETE
z
lzi- 7->
8"MIN.
ACCESSIBLE PARKING SPACE SIGNAGE
NOT TO SCALE
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���� �EGI,$0v F� �y�� TACO M A • SEATTLE • SPOKANE •TRI-CITIES 1
�S`SIONAL E��l 2215 North 30th Street, Suite 300 Tacoma, WA 98403 NO.
/23/201 9253.383.2422 TEL 253.383.2572 FAX wm ahbl.com NEB
RAMP REVISION
STORM DRAINAGE REVISIONS
CITY COMMENTS
ADDENDUM NO. 3
ADDENDUM NO. 1
REVISION
HMA CLASS 3/8", PG 64-22
4" ON -SITE
7" OFF -SITE
�oo�oo� CRUSHED SURFACING
00 BASE COURSE PER
0 0 o WSDOT 9.03-9(3)
0 0 0 0 0 0 0 STRUCTURAL FILL
N O 00 0
000 0 0 Co
000 0 000 0 GEOTEXTILE FABRIC
O 00 0
/\\ COMPACTED
�\ SUBGRADE TO 95%
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
6-0"
PL
O 0
1" DIA HOLES
3:1 SAND & CEMENT
GROUT 1" DEPTH
NON -SHRINK GROUT
I I I I
2" CLEARANCE (TYP)
NOTES: REFER TO PLAN FOR LOCATION OF WHEEL STOPS.
WHEELSTOP
NOT TO SCALE
WJF
2/22/18
WJF
SURVEYED:
D. FOLLANSBEE
WJF
12/13/17
WJF
DESIGNED:
G. TAUSCHECK
WJF
4/21/17
WJF
WJF
3/17/17
WJF
DRAWN:
F. KATONA
WJF
3/1/17
WJF
CHECKED:
W. FIERST
BY
DATE
APPR
APPROVED:
S. COMFORT
3" MIN.
3/4 BARS
I I
z
0 10" MAX.
CLASS 4000 CEMENT
CONCRETE PAVEMENT
_ d L%a d o
l d
0 0 a
CRUSHED SURFACING
80 BASE COURSE PER
0 0 o WSDOT 9.03-9(3)
000 0 0 O00 0 STRUCTURAL FILL
N O 0000 000
0 0 0 O 0 0 0 00 GEOTEXTILE FABRIC
O 00 nO
NOTES: �\ \\\\\/\\ \\\/ COMPACTED
SUBGRADE TO 95%
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.
HEAVY DUTY CEMENT CONCRETE
SIDEWALK SECTION (ON -SITE ONL
NOT TO SCALE
WHITE LETTERING WITH
3" BRUSH STROKE 4" RED STRIPE
N
IRE LANE NO PARKING3
NOTES:
1. PROVIDE "FIRE LANE NO PARKING". LETTERING AT 50.0' INTERVALS.
FIRE LANE MARKING
NOT TO SCALE
CURB DRAINAGE OPENING AT PARKING ISLAND
NOT TO SCALE
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CONSTRUCTION RECORD DRAWINGS
VERTIAL:NOR ZONTAL: NAD Di 983/11991
+�; CITY OF
R E N TO N
DATU M
Planning/Building/Public Works Dept.
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY:
DATE:
BY:
DATE:
BY:
DATE:
BY:
DATE:
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICT
SURFACING NOTES AND
DETAILS I
05/04/2017
PAGE:
DRAWING NO:
C7.8
SHEET: OF:
OF:43
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R -393031