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2 Stall Designation Signs
B 18"x 18" 2255F
n SIGNS FURNISHED BY
WA -MART, ATTACHMENT
aTO WALL OR BOLLARD BY
G.C.
o00
R Logo Signs (Large) •
36r x Pickup Hours sign size
38"Tie'
ass -ass -sass
Logo Signs (Small) Call In Sign Parking Stall Placard
18"x BY 100 SF 18°xIG 1.00SF
R
fr ® o0ap ° ace ap
"PICKUP" SIGNAGE
N.T.S.
Directional Signs (Lek / Straight /Right)
mm"x24^ a.DD SF
NOTE:
ALL SIGNS LOCATED ON THE
BUILDING SIDE OF THE HER
ARE TO BE INSTALLED ON A
NOTES FOR SINGLE POST WILD
SINGLE BUST WITH BOLLARD.
BOLIAflD:
1. ALLSIGNS SHALL COMPLY WITH
U.S. DEPARTMENT OF
TRANSPORTATION, FEDERAL
AT CROSSWALKS
HIGHWAY ADMINISTRATION'S
" MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES',
LOCAL CODES AND AS
SPECIFIED. MOUNT SIGNS TO
.
POSTIN ACCORDANCE WITH
I�
OR ,
MANUFACTURER'S
.��
INSTRUCTIONS.
AY,
2. GALVANIZED SQUARE TUBE
POSTTUBES S'%2"IIBa
POST TUBE SHALL MEET ASTM GALVANIZED
A1011 GRADE 50. SQUARETUBE
POST TUBE GALVANIZED AS PER
ASTM M53 GRADE 90.
—T
35W
AT INTERSECTIONS
NOTE'.
SIGNS SHALL HAVE
DIAMOND GRADE, ASTM
TYPE SIT SHEETING.
GALVANIZED—
SQUARETUBE
NOTE:
THE MIN. HEIGHT OF
THE BOTTOM OF THE
LOWEST SIGN SHALL
BE J'-0"
SEE BREAK AWA
TUBEP05
SUPREME
OF CONCRETE
SINGLE POST WITH BOLLARD
NEVER LESS THAN 9'
ATINTERSERIONS
� 36" STOP SIGN
DOUBLE POST WITH BREAKAWAY POSTS
NEVER UPS THAN 9'
(UNLESS STOP SIGN IS USED)
NOTE:
SIGNS SHALL HAVE
DIAMOND (UNABLE, ASTM
TYPEXILSHEEFNG.
AT INTERSECTION(
ATCROSSWALKS-)
b OR
SQUARE TUBE
NOTE
TFIEMINHEIGHTOr BID
THE B070M OF THE
LOWEST SIGN SHALL
SEE BREAK AWAY
TU
OF CONCRETE
NOTES FOR SINGLE POST WITH BREAK AWAY POST.
1. ALL SIGNS SHALL COMPLY WITH J.S. DEPARTMENT OF
TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF
UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED.
MOUNT SIGNS TO POST IN ACCORDANCE WON MANUFACTURER'S
INSTRUCTIONS.
d. GALVANIZED SQUARE TUBE
POST TUBES-PL MEET
POST TUBE SHALLMEEDASTPE RASU GRABS RA
POST TUBE GALVANIZED AS PERg51M A653 GRACE 9U.
ANCHOR TUBE -2-1/0"x2 TVV FARM
HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM BUSS GRADE B.
STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER
ASTM A123.
THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE
MINIMUM OF 12". THE ANCHOR TUBE SHALL BE A MINIMUM ABC DEEP
WITH 3" MIN. O" MAX. EXPOSED ABOVE FINISH GRADE.
NOTE'.
THE MIN. HEIGHTOF
THE W70M OF THE
LOWER SIGN SHALL
BE TO"
End GR.5
5/16°GR.5 SERRATED
FLANGED BOLT FLANGED NUT
x O
O
E Gli
SURFACE
PLAN VIEW PARTIALELEVATON
SINGLE POST WITH BREAK AWAY POST SQUARE TUBE BREAK AWAY POST
NEV ERLESSTHAN 9LAYOUT PER STRIPING NEVER LESS THAN 9'
(UNLESS STOP SIGN IS USED) DETAI MITE PUN (UNLESS STOP SIGN IS USED)
6-O
-0
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v
z�
q
0
IS
A, U
NOSIG NS SHALL BF
AS
NO SIGNS SHALL BE
NO SIGNS SHALL BE
NO SIGNS SHALL BE
_ LOCATED WITHIN
>O
LOEATEDWITHIN
LOCATED WITHIN
LO
SHADEDAREAS
30"40P"SIGN
SHAOEDAflEAS
SHADED AREAS
SHADED AREATHINS
SHADED AREAS
SHOWN IN DETAILS
MOUNTED TO POST
SHOWN IN DETAILS
SHOWN IN DETAILS
SHOWN IN DETAILS
'STOP'
"STOP FOR PEDESTRIAN"SIGN
WITH BREAK AWAY
'STOP'SIGN ONLY�ON
ONLYONPOST
"
30 °STOP ON POOL ALL SIGNS EQUAL TO
MOUNTED
POST
'STOP "SiO SIGN
POST Sam BOLLARD
WITH BOLLARD STOPFOR SIGN ON POST
OR GREATER THAN 36 "IN
TO POST WITH BREAK
WITH BREAK
3MA
ONPOSTWITH DOLLAR)
ON POST
'STOP FOR DESTHIAN'SIGN
LSIGN5PEDESTRIAN
(qLL SIGNS GREAT ER
AWAY POP WIDTH SHALL BE MOUNTED ON
SHALL BE
ON PO4 WRH BOLLARD
FAST
SHALLBE
THAN361IN WIDTH STAFF
POST WITH BOLLARD)
ONPOST WITH
ON POST
MOUNTED ON POST WITH BOLLARD
ON POST
NPOS WITH
INsrqufD Ory POST WITH
INSTALLED ON
eouARo
BOLLARD CURBED ISLAND - SO°
PAINTED ENDCAP-FLY
CURBED ISLAND GET
PAINTED ENDCAP-90°
SIGN LOCATIONS -SEEN PARKING
SIGN LOCATIONS
-EO°PARKING
S-90-
SIGN LOCATIONS-90°PARKING
SIGN LOCATIONS -60°PARKING
SIGN MOUNTING AND BASE
HO
S s.111112. ?N1) PMl
COx TO
MORGUIPMENT
COSMIC ARM AT
BURNHAM SALVADOR POLL
• • CANNIENT AT EQUIPMENT
rp wmCTED
IN a
POLESHAULGENUUm
ORDAND CARAVANS TO
FEE
CARP wm I[RUND Nurs
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ADJACENT ED
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TYPICAL ANCHOR
SPACING
BOLT
NOTES
• IF WATER IS PRESENT IN HOUR, RENTAL ��E POURING CONCRETE
• TOLERANCE EXCEAVATHN CHAT HE By 24 ACRES IN UNW�D UP PROPERLY COMPACHED
FILL PER SPECIFICATIONS
• TOLERANCE SHOT NAVY A MININUM A�OW�E END BELONG OF FDA Im'
• TOLERANCE HAS BEEN MEMBER FOR A CRUARVE ART BASED ON A MINIMUM C�W
VALUE OF IONY Can
rw LANT PO L BASE FOLNINAPRONST
Tor Att[CruL[PRECAME BAR CUP FAR. EFFORTS MCA OVERCHARGING UNI
* CLEAN FOR IN PIPES ARTH MAX "ADDS °F CASTm-n°lA¢ aaOf RulSEixFORT PRICE ARM
TYPICAL LIGHTING POLE BASE DETAIL
m
TYP -C
a PAINTED TRAFFIC
WHITE
ASSOCIATE PATH DETAIL
SETS
MANHOLE, FOR TRAFFIC
CLEAN -OUT DETAIL
NOTES:
1, ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY
ADMINIGTRATION'G -MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND A F
SPECIFIED, MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS,
LAYOUT PER STRIPING
EG EO _ .+ DETAIUSOE PLAN
LAYOUTPERSTRIPING - °EQ
DETNIBRE PLAN p y'
POST WITH SIGN($) �-
NEVER LESS THAN B'
(UNLESS STOP SIGN IS POSTWITHS ADD
USED)
PAINTED ENDCAP-90° CURBED ISLAND - EGA
SIGN LOCATIONS - EST PARKING SIGN LOCATIONS - W'PARKING
4 , r GALVANIZED
GALVANRED Ll SQUARE TUBE IJ
SQUARE THIRD SLOPE TOP
OF CONCRETE
SEE REMOVABLE
SQUARETUBE �' USE O'SOH, FILLED
Ja'
MOST STEEL PIPETEWIT
W/CONCRETE WITH
Q Q TDPTED TRAFFIC
Q
SLOPE TOP - PAINTED TRAFFIC OF CONCRETE YELLOW �
HER
N
GROUNDSURFACE GROUNDSURFACE GROUND SURFACE
ALONG I OIL Ii E, CON .$L P.C.
CONCRETE BASE e e CON PRETE BASECO
N DRIVEN DIRECTLY N ;SON
INTO GROUND
TYPICAL DIRECTIONAL SIGNAGE TYPICAL DIRECTIONAL SIGNAGE TYPICAL DIRECTIONAL SIGNAGE
IN CURBED ISLAND DRIVEN DIRECTLY INTO GROUND IN PAVEMENT
ASPHALT OR CONCRETE
PAVING SEE GRADING PLAN
2Bc%FX69
CONCRETE COLLAR
IN PAVED AAFAS
CLEANOUTPLARI
BELOW PAVING
LONG SWEEP
WE
NOTES
A. CLEAN OUT LOCATIONS INDICATED ON GRADING&
UTILITY PLANS
B. DO' PROVIDE CLEANOLnS AS SPECIFIED BELOW:
- GLEN Z-100 CLEAN GIFTS IN NONTRAFFIC
AREABBSIDEWALKS
- ZURN Z-149 CLEAN WTS IN ANDSCMED
AREAS
- ZURN Z-100 X0 CLEAN CUTS IN TRAFFIC AREAS
WITH A"SERNCE STATION' TERMS MANHOLE,
DEAN #10C Al2- DRIVER CORPIOPW DD..
NOTrosQaLE
NOTE ADITTENSCOPETEMAT(OH
XF
ADJACENT PAVEMENT
oVwEIPSEnXDbNGITA01rvnl
MI
/1/EWNp
�u11
M . C CONEI
ED
NMME
TFLAAOREST
DAF KB
CB
FMAX
CCG
AORRGHIG COxrpC6
HALT
KLnMlx.lwnlus
yy,. annlu;.�
uE Pnv1CCOnu FOR
SUDGUAREANDOCAPARTION
TYPE "A"
CONCRETE
CURB
AND GUTTER
El
NITS
RBA
li/1)/Y
R-418507
T-418509i
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Scott Warlick 8/30/2021
iJK AS NOTED NI#'wn1#eTsl CITY OF WALMART#2516 D%
Am
JGB WALMART SUPERCENTER PICKUP EXPANSION
ease
RENTON CONSTRUCTION DOCUMENTS M.
DATUM
"R cJ Plonning/Building/Public Works Dept. SITE DETAILS (SHEET 1
NO. REVISION BY DATE APPR AF"81BDA •�
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