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U-
LANE LINE
MARKING 7'-8"
STANDARD VEHICLE WHEEL PATH
�— 2" CLASS 'B'
2" SAWCUT AND REMOVE
OR GRIND, SEAL WITH
AR4000W
/
/
om000
\-- ACP CLASS* \
MIN.
6" CRUSHED
SURFACING TOP
COURSE
EDGE OF PAVEMENT, —
EDGE OF CURB & GUTTER,
OR CENTER OF LANE LINE
2.5'
MIN.
CRUSHED ROCK, FLOWABLE FILL
OR AS REQUIRED BY ENGINEER
*MINIMUM ACP CLASS 'E' or 'B' SHALL BE:
PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL
ACCESS STREETS - 6" ACP CLASS 'E' or 'B'.
RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' or 'B'.
NOTE:
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR
TYPICAL LONGITUDINAL PATCH AND OVERLAY
DETERMINING PAVEMENT THICKNESS.
FOR FLEXIBLE PAVEMENT
Y ADOPTED
GOB CITY OF RENTON
STANDARD PLANS
LST DATE:02/05
02 2005 MODIFIED NOTES DCV DC
07 200a MODIFIED NOTES Dcv cz
DWG. NAME: H032 SP PAGE: HO32
DATE REVISION BY IPPR'D
TYPICAL LONGITUDINAL PATCH AND OVERLAY
FOR FLEXIBLE PAVEMENT
NOT TO SCALE
SYMBOL
& LANE
� 1' 3e
i
MARKING AREA
8.03 SOFT.
i
a^ i
1
8"
TYPE 1S
TRAFFIC ARROW
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3
16
K
0
MARKING AREA
7.73 SO. FT.
TYPE 2SR (RIGHT)
TRAFFIC ARROW
MIRROR IMAGE OF
TYPE 2SL TRAFFIC ARROW
(SHOWN AT REDUCED SCALE)
V-4"
I
T -2" I �- SYMBOL & LANE
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AHBL PROJECT 2170057.10
is
CENTER POINT i
OF ELLIPSES - I
iV
GRID IS 4" (IN) SQUARE M
i
I
1
MARKING AREA 8"
7.73 SQ.FT.
/ELLIPSE "A"
AXIS
10" - ELLIPSE "B" AXIS -'
TYPE 2SL (LEFT) TRAFFIC ARROW
1 PAVEMENT ARROWS
NOT TO SCALE
1' 1' 2.5'
MIN MIN MIN MINI MIN
2" CLAD
*2" TO 6" (
OR (
F-- 6.5' MIN.
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
6.5' MIN.
1' 1' 2.5' 1' 1'
MIN IMIN I~ MIN IN MIN
2" CLASS 'B'
CRUSHED ROCK, FLOWAbLL I ILL
OR AS REQUIRED BY ENGINEER
OF CURB OR
OF PAVEMENT
:ENTER LINE OR
ANE LINE
;S*
:D SURFACING TOP COURSE
TYPICAL TRANSVERSE PATCH
* FOR MINIMUM STANDARDS, SEE DWG# HR-05, FOR FLEXIBLE PAVEMENT
SP PAGE H032
ZY p ADOPTED
CITY OF RENTON
STANDARD PLANS
N O IST DATE:02/05
02/2005 MODIFIED NOTDCV DC
FS
07/200a MODIFIED NOTES DCv Gz DWG. NAME: H032-1 SP PAGE: H032.1
DATE REVISION BY APPR'D -
TYPICAL TRANSVERSE PATCH FOR FLEXIBLE
PAVEMENT
NOT TO SCALE
NOTE
Use the dimensions shown on this plan for each type of Traffic Arrow
being placed on roadways with a posted speed limit of 40 mph or lower.
SYMBOL
& LANE
i
TYPE 3SL (LEFT) TRAFFIC ARROW
NOTICE
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE
AS BUILT PROFESSIONAL SEAL AND SIGNATURE. PUBLICATION EOF
D
THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED
OVNNERSHIP RIGHTS IN IT. THIS DOCUMENT IS FOR USE
ONLY FOR THE PROJECT IDENTIFIED IN THE TITLE BLOCK
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT.
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MARKING AREA
14.83 SOFT.
TYPE 3SR (RIGHT)
TRAFFIC ARROW
MIRROR IMAGE OF
TYPE 3SL TRAFFIC ARROW
;SHOWN AT REDUCED SCALE)
8"
TYPE /S
TRAFFIC ARROW p _ 8" 1' - 2"
ELLIPSE "A"\
AXIS ` 10' - ELLIPSE "B" AXIS
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SYMBOL MARKINGS
TRAFFIC ARROWS FOR
LOW -SPEED ROADWAYS
STANDARD PLAN M-24.40-02
SHEET 1 OF 2 SHEETS
APPROVED FOR PUBLICATION
Apr 2020151G_II AM
STATE DESIGN ENGINEER
Washington State Department of Transportation
N
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Im
2 AS-BUILTS
.o - f
;PO� hE�1180E EOC� T A C O M A SEATTLE • SPOKANE TRI-CITIES 1 REVISED PER CITY COMMENTS
ION AL E�Gl 2215 No th 30th Street, Suite 300 Tacoma, WA 98403 NO. REVISION
z„e z,^Io 253.383.2422 TEL 253,383.2572 FAx www.ahbl.com WEB
BAND -IT' •BRACKET" NOTES
OR APPROVED 1. DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE
EQUAL CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE
CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS
THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST
3k CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON
THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE'
ASSEMBLED.
2, A 2" (IN) POST WITH A 2 1/4" (IN) PSST ANCHOR Off A,FZ
1/4" (IN) POST WITH A 2 1/2" (IN) PSST ANCHOR MAY BE
$UBBSTTFTUTED. SEE CONTRACT PLANS.
3' 3. PERFORATED SQUARE STEEL POST SHALL MEET 'THE
REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06.
4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED
HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT
STANDARD SPECIFICATIONS 9-06 AND 9-28.
MOUNTING ON EXISTING
METAL POLE OR LUMINAIRE EDGE OF TRAVELE�
ROADWAY
30'-� mil
90'
3'
4' MIN. T
EDGE OF
FOR REFLECTORIZED SIGNS: MOUNT
FACING Y(degree) OUTWARD IF SIGN
1 " -1 IS WITHIN 30 FEET OF ROADWAY
GALVANIZED BOLT WITH
SIGN FACE ORIENTATION
GALV6NIZEDI MIASHEn,RS.,
METAL POST
On
p TOP OF ANCHOR zo SIGN POST
�w (LO-WER SQUAR
a D- TUBE) o
_5
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�Lj of o
FINISHED �a `m o
oQ' GROUN
LINE LOWER SIGN 5/16" (IN) CORNER BOLT
Of POST SUPPORT OR 3/8 (IN) FLANGED
.- O SHOULDER BOLT WITH
NUT AND WASHERS -
2 REQUIRED (TYP.)
BOLT STOP
. • 0 IGN POST
< TYPE'ST=4 SIGN SUPPORT
>
LOWER''SIGN 'POST 1SUPPORT,^ 2�Z�"'`
(IN), 7-GAGE, HOT -DIP GALV.,
IN 9JJ HEAVY-DUTY ANCHOR
AM.
-__COMMERCIAL CONCRETE;
MOUNTING ON METAL -POST'
SIGN MOUNTING ON SINGLE STD. PLAN— 129
♦ ♦ PUBLIC WORKS METAL POST APPROVED:
®� DEPARTMENT (ADOPTED) L — =DATE
SIGN MOUNTING ON SINGLE METAL POST
3 NOT TO SCALE
SURVEYED: D. FOLLANSBEE
DESIGNED:
B. SCHEND
°R"�N'
F. KATONA
ONE INCH
BJS
10/08/18
SMC
BJS
7/7/17
SMC
CHECKED: FIERST
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
BY
DATE
APPR
APPROVED'
S. COMFORT
VERTICAL: NAVD 1988
HORIZONTAL NAD 1983/1991
DATU M
E
I
I
6"M I N . (TYR.)
LANE
CONCRETE LINE
GUTTER
—TIRE
TRACK
CENTER ' CENTER
IN IN
LANE LANE
_2 —f-
(TYP. )
—TIRE ---TIRE
TRACKS TRACH
CURB LANE
I
I
10'
8"(TYP.)—STRIPE
(TTYP.)—OPEN
LANE 8"(TYP.)—STRIPE
LINE 0 .
TIRE
* TYPICAL 4—LANE ROADWAY CONFIGURATION
* NOTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES.
KEEPING THE THERMOPLASTIC/PAINTED BARS CENTERED ON THE LANE LINES AND
IN THE CENTER OF TRAVELLED PORTION OF THE LANE TO MINIMIZE THE WEAR ON
THE THERMOPLASTIC/PAINT.
1'tY O
+ + PUBLIC WORKS
�FNTO$ DEPARTMENT
THERMOPLASTIC/PAINTED
CROSSWALK
THERMOPLASTIC PAINTED SIDEWALK
NOT TO SCALE
RECORD NOTE 10/08/2018
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.
CITY OF
(.I RENTON
Planning/Building/Public Works Dept.
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IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
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2
LINDBERGH HIGH SCHOOL
DATE:
06/08/2017
T_
RELDPAGE:OOK.
PAGE:
SOUTH PARKING LOT IMPROVEMENTS
SCHOOL DISTRICT
PAVING NOTES & DETAILS 2
W
coRENTON
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DRAWING NO: e2
SHEETCS OF.
10 17