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3" COMPACTED DEPTH CLASS 1/2" HMA
(1 LIFT), SEE PROJECT SPECIFICATIONS
4" COMPACTED DEPTH CRUSHED SURFACING TOP
COURSE PER WSDOT 9-03.9(3) COMPACTED TO
95% MAX. DRY DENSITY
COMPACT SUBGRADE TO 95% MAXIMUM
DRY DENSITY (24 INCH MINIMUM DEPTH)
MEDIUM DUTY
ASPHALT PAVEMENT SECTION
SCALE: N.T.S.
PAINT SOLID nAIAIT Cnl In nl 1I17'
ADA PARKING STALL PAINTED SYMBOL
SCALE: N.T.S.
1/2" R.
#5 BAR CONTINUOUS
ON TOP, MAINTAIN 2"
CONCRETE COVER.
1'-4"
#5 BAR CONTINUOUS
ON BOTTOM, MAINTAIN
2" CONCRETE COVER.
CAST -IN -PLACE CURB
SCALE: N.T.S.
4" TO 4.50"
12" TO 12.50"
6 1/2"
5 1/2" 1 "
1" R.
4 �
o
8 1 /4"
FACE OF CURB
HEIGHT IS GREATER THAN 6"
ADJACENT TO FILTERRA UNIT.
SEE DETAIL 1/C3.3
TOP OF ASPHALT
4000 PSI
CONCRETE (MIN.)
1"0 HOLE FOR 3/4"0 X 20" LONG
REINFORCING BAR ANCHORING PIN
(2) #4 CONT. F(INSTALL 2 PINS PER WHEEL STOP
1/2" TO 1" BELOW TOP OF WHEEL STOP)
1 " TO 2"
FINISH GRADE
5" TO 6" 5■ TO 6"
12 TO 14
6'-0"
NOTES:
1. PRE -APPROVED WHEEL STOPS ARE 'FOGTITE' BUMPER GUARD OR 'UTILITY
VAULT' BUMPER CURB PORT STYLE.
2. HOLD VEHICLE SIDE OF WHEEL STOP 2'-0" TYPICAL FROM ADJACENT
CONCRETE WALL, SIDEWALK OR CURB FACE.
PRECAST CONCRETE WHEEL STOP
SCALE: N.T.S.
• Call 811
• ® two business days
before you dig
NO.
REVISION
PLANTING BED AREAS
12"
SOIL AMENDMENT DETAIL
SCALE: N.T.S.
BAND
OR
MOYNTINO ON E awnNG
MSTAL POLE OR LUMINAIRE
MIN.
GALVANIZED BOLT MATH
CALVANIZED WASHERS,
3" DEPTH CEDAR
GROVE COMPST
1-3/4" OF COMPOST
INCORPORATED
INTO TOPSOIL TO 8" DEPTH
SUBSOIL SCARIFIED 4" BELOW
COMPOST AMENDED
LAYER (12" BELOW SOIL
SURFACE)
NOT"
1 DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE
CONNECTr4NS ARE INTENTIONALLY NOT SHOWN SASE
CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS
THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST
CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON
THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE
A SSLMOLE D.
7. A 2` (IN) POST NTH A 2 1/4' (IN) PSST ANCHDR OR A 2
1 /R' (IN) POST VAIM A 2 1/2- (IN) PSST ANCHOR MAY 9E
SI}BSTiTUTED. SEE CONTRACT PLANS,
3. PERFORAIED SOUARL STEEL POST SHALL MEET THE
REOLNREMENTS OF WSDOT STANDARD SPECIFICATION 9-06.
4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED
kARDWARE THAT MEETS THE REOUIRLMENIS OF WSOOT
STANDARD SPECIFICATIONS 9- 06 AND 9- 28
EDGE OF TRAVELED
ROADWAY
90
FOR REFLLCTORIZED SIGNS: MOUNT
FACING Y(degree) OUTWARD IF SIGN
IS WITHIN 30 FEET OF ROADWAY
SIGN FACE 0RIENT►T1ON
META: POST
=
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2 p
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LINE
LO*LR SIGN
5(15' IN CORNIER BOLT
aFi a/a FIANGET]
COST SUPPORT
(W)
54HOULOER SILT WAN
N111 ANO 11 iER ~
2 REOUMD [TYP_1
m
!II
' —
___*T Top
SIS
GH POST
x'
`-
T"m sr-4 sIGN sup►om
LOWER SIGN POST SUPPORT - 2.25"
7-CAGE. F►OT—DIP GAL.V..
6wz(IN),
HEAVY-DUTY ANCHOR
COMMERCIAL CONCRETE
MOUNTING ON METAL POST
SIGN MOUNTING ON SINGLE STD. PLAN- 129
• t PUBLIC WORKS METAL POST I APPROVED:
DEPARTMENT (ADOPTED) (r�
DATr:
SIGN MOUNTING
SCALE: N.T.S.
SURVEYED:
DESIGNED:
KH
DRAWN;
JMW
CHECKED:
MBK
BY DATE AP P R APPROVED:
KH
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
�illi�y��ll\�1��1�►1�yxill[�l►f
y:11►01111[0)1inm0INI[III I
1MI►I■:1a9Wmr3s]I;tiZ4L\It
ALL EXPOSED VERTICAL 12" OVERLAP
SURFACES IMMEDIATELY OF EXISTING
PRIOR TO PAVING. SEAL BASE COURSE
JOINT LINE WITH HOT
SS-1 EMULSION.
EXIST. PAVEMENT
SECTION
UNDISTURBED EXIST.
BASE COURSE
ASPHALT PAVEMENT JOINT SECTION
SCALE: N.T.S.
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RESERVED
PARKING WHITE LETTERS & SYMBOL ON BLUE
BACKGROUND METAL SIGN BOLT
TO STL. PIPEPOST (OR TO BLDG.
WALL)
SIGN TO BE PER LOCAL
JURISDICTION REQUIREMENTS VERIFY
STATE DISABLED PARKING SIZE, SHAPE, & VERBAGE
PERMIT REQUIRED
VAN ACCESSIBLE ADDITIONAL SIGN AT VAN
ACCESSIBLE SPACE
1-1/4" GALV. SCHED. 40 STL. PIPE
W/CAP
ADA PARKING SIGN
SCALE: N.T.S.
• CITY OF
RENTON
Planning/Building/Public Works Dept.
8" DIA. CONC. FTG.
�SSjONAL EGGS$
11/09/2018
SITTS & HILL
ENGINEERS, INC.
CIVIL ■ STRUCTURAL ■ SURVEYING
4815 CENTER STREET TACOMA, WA. 98409
PHONE: (253) 474-9449 FAX: (253) 474-0153
http://www.sittshill.com/
Project No.: 17668 Project Mgr.: KH
Proj. Engineer: MBK Proj. Drafter: JMW
R-40271 1
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Ebbann
OPMENT ENGINEERING ` 7'warth 11 /13/2018 '
WSADA PARKING LOT
SITE/PAVING DETAILS
(PRIVATE)
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