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MIN MIN MIN MIN MIN
2" CLAS
*2" TO 6" C
OR CI
I- 6.5' MIN.
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
6.5' MIN.
1' 1' 2.5'
MIN MIN MIN MIN MIN
2" CLASS 'B'
CRUSHED ROCK, FLOWABLE FILL J
OR AS REQUIRED BY ENGINEER
* FOR MINIMUM STANDARDS, SEE DWG# HR-05,
SP PAGE H032
LANE LINE
MARKING
L-- 2" CLASS 'B'
2" SAWCUT AND REMOVE
OR GRIND, SEAL WITH
AR4000W
OF CURB OR
,ENTER LINE OR
ANE LINE
S*
D SURFACING TOP COURSE
TYPICAL TRANSVERSE PATCH
FOR FLEXIBLE PAVEMENT
ADOPTED
•� CITY OF RENTON
4/ 4
■•- STANDARD PLANS
T 1ST DATE: 02/05
DWG. NAME: H032-1 SP PAGE: H032.1
7'-8"
STANDARD VEHICLE WHEEL PATH
4.5'
MIN.
1 I—ACP CLASS* \
MIN.
6" CRUSHED
SURFACING TOP
COURSE
EDGE OF PAVEMENT, —
EDGE OF CURB & GUTTER,
j\
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
GO C1TY OF RENTON
STANDARD PLANS
1ST DATE: 02/05
02 005 NODIFl(D NOTES DCV DC
07 2004 NODIFlED NOTES DCV Cz DATE I REVISION I BY k PPR D
DWG. NAME: H032 SP PAGE: H032
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SEC. 14, TWP 23 N, R5E W•M•
NOTES
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HOG RINGS CrYPJ -
SPACED Q 24ON) MAX.
BRACE POST
' Y CNAIN LINK
)' a h C `� s (TYP•) •' } FENCE FABRIC
CONCRETE POST '
BASE (TYP.)
TYPE 4
POST AND RAIL SPECIFICATIONS
3117
1 5/8"
PIPE
ROLL FORMED
POST
NOM. SIZE
WEIGHT
(S 40)
SECTION
(lb/ft)
m
I.D.I.D
- FENCE LINE
END, CORNER, OR PULL POST
2 1/2" DI AM.
O
5.10
FABRIC LOOP -
2 SIDES O Z
LINE OR BRACE POST
2" DIAM.
O
1.85
lV�
w
r FABRIC BAND WITH
CARRIAGE BOLT AND NUT
Y
m
TIE WIRE - SPACED
Q 14" (IN) MAX. (TYP.)
TENSION HARE_9
HOG RING - SPACED
Q 24" (IN) MAX.
END OR CORNER POST
DETAIL OA
BRACE BAND WITH
CARRIAGE BOLT AND NUT
TOP RAIL
- STRETCHER BAR
TENSION WRE
_ TURNBUCKLE
BRACE BAND WITH
.I CARRIAGE BOLT AND NUT
v ;v IV: D
BRACE POST
DETAIL O
TWO-WAY BRACE BAND WITH
CARRIAGE BOLTS AND NUTS
TOP RAIL AND
TENSION WIRE
FABRIC BAND WITH
CARRIAGE BOLT AND
NUT (TYP.)
WN
TURNBUCKLE
STRETCHER BAR (TYP.)
PULL POST (AT END OR CORNER)
DETAIL OB
TWO-WAY BRACE BAND WITH
CARRIAGE BOLTS AND NUTS
TOP RAIL AND
TENSION WIRE
FABRIC BAND WITH
CARRIAGE BOLT AND
NUT (TYP.)
TURNBUCKLE
TOP RAIL AND
_
TENSION WIRE
STRETCHER BAR (TVP.)
PULL POST (WITHIN RUN)
DETAIL O
0 CONSTRUCTION PERMIT SUBMITTAL
CONSULTANTS , CONSTRUCTION RECORD DRAWINGS
Site Planning It Civil Engineering Q
Land Use Consulting • Project Management
11431 WILLOWS RD. NE, SUITE 120
REDMOND, WA 98052
Phone: (425) 285-2390 1 FAX: (425) 285-2389 Know what's below.
www.cphconsultants.com NO. REVISION
sht n 9n` R CPH Cnncultantc. 1 11. All Riohtc RPRPrVPH Call before you dip.
METHOD OF FASTENING
STRETCHER BAR TO POST
TIE WIRES (TYP.) -
SPACED Q 14" (IN) MAX.
TOP RAIL
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�sIONAL SSG
Barry, Ed
O Jul 14 2015 11:14 AM
CHAIN LINK FENCE'°
TYPES 3 AND 4
STANDARD PLAN L-20.10-03
SHEET 1 OF 2 SHEETS
APPROVED FOR PUBLICATION
Carpenter, Jeff
Jul 14 2015 11:24 AM
STATE DESIGN ENGINEER
AIIIIIIIIIII
Washington Shale Departmem of Tra-porlw6m
0p WA 0
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1GI STSW %
n ssfONAL
L� Bar
Jul 14 2015 11:14 A Ni
CHAIN LINK FENCE
TYPES 3 AND 4
STANDARD PLAN L-20.10-03
SHEET 2 OF 2 SHEETS
APPROVED FOR PUBLICATION
Carpenter, Jeff
Jul 14 2015 1.1:25 AM
STATE DESIGN ENGINEER cogn
AIII
Washingon State Department of Transportation
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NOTES
1. Materials shall meet the requirements
of Standard Specification 9-16.
DOUBLE 14 FT. CHAIN LINK GATE - PAY LIMIT CHAIN LINK FENCE TYPE 3 OR 4 -
DOUBLE 20 FT. CHAIN LINK GATE - PAY LIMIT i PAY LIMIT
14'- 0" OR 20' - 0" 1D - 0" (TYP.) i
TIE WIRES (TYP.) -
SPACED Q 14" ON) MAX i i PULL POST
MATCH FENCE TOP HINGE -180'
SELVAGE (TYP.) SWING (TYP.) I A TOP RAIL TOP RAIL
c
TRUSS ROD
B
cr P•) c a
2 WIRES TENSION t
(TYP.) (NOT REQUIRED FOR
CHAIN LINK FENCE TYPE 4) _� �,
',•.
��
MATCH FENCE �D BOTTOM HINGE •-
SELVAGE (TYP.) 180' SWING (TYP.)
C
CHAIN LINK FENCE FABRIC
3' - 0" -- CHAIN LINK FENCE TYPE 3
2' - 0" - CHAIN LINK FENCE TYPE 4
I
12" ROUND (TYP.)
PCE
2/20/17
JBS
SURVEYED:
MITCH EVANS
SCALE:
ACS
1 27 18
JBS
DESIGNED:
JAMIE SCHROEDER
DRAWN:
PETER EVANS
ONE INCH
CHECKED:
MJH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
BY
DATE
AP P R
APPROVED:
xxx
• ♦IIII/♦♦
.IIII►;. _
,III/♦♦
FABRIC BAN
TOP HINGE
CHAIN LINK FENCE FABRIC J
3' - 0II " - CHAIN LINK FENCE TYPE 3
2' -0 - CHAN LNK FENCE TYPE 4
GATE POST
DETAIL OA
IP RAIL AND
NSION WIRE
STRETHCER BAR
HOG RINGS - SPACED
Q 24" (IN) MAX. (TYP.)
DOUBLE GATE
SINGLE 8 FT. CHAIN LINK GATE - CHAIN LINK FENCE TYPE 3 OR 4 -
PAY LIMIT i PAY LIMIT
0" la - Cr (TYP.)
TENSION WIRE FOR GATE POST- ! PULL POST
TOP HINGE - I
90° SWING i A REQUIRED ONLY ON HINGE SIDE
TOP RAIL
c
TOP RAIL B
TRUSS TENSION
RODS
FABRIC BAND
n » u TENSION WIRE
BOTTOM HINGE-, { [ C J
90° SW1NG ^J
HOG RINGS - SPACED
_ TIE WIRES (TYP.) - - Q 24" ON) MAX CI
SPACED Q 14° (IN) MAX.
12" ROUND (TYP,)
SINGLE GATE
TENSION WIRE
TOP RAIL!
TENSION W
FABRIC
."......"..... .�... �... y
PULL POST
DETAIL OB
STRETCHER BAR (TYP.)
FABRIC BAND (TYP.)
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ssfORAL
Barry' Ed
May 6 2014 3:57 PM
CHAIN LINK GATE
STANDARD PLAN L-30.10-02
SHEET 1 OF 2 SHEETS
APPROVED FOR PUBLICATION
Pasco I.. 11 2.141411
.
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Amok
STATE DESRiN ENGINEER
Washirgton Stale Deparlmemof Transportation
TOP RAIL
TURNBUCKLE EYE BOLT
=___= TURNBUCKLE a _
TENSION WIRE (TYP.) (NOT N
BOTTOM HINGE REQUIRED FOR CHAIN LINK TENSION WIRE (TYP.) (NOT
FENCE TYPE 4) EYE NUT REQUIRED FOR CHAIN LINK
V v FENCE TYPE 4)
\ v EYEBOLT p
v D
GATE POST PULL POST
DETAIL OC DETAIL O
"1ONAL �• - `a
CONSTRU TION RECOA DRAWING
THE AS —BUILT INFORMATION SHOWN
ON THIS PLAN IS PER A FIELD SURVEY
PERFORMED AND DATA PROVIDED BY
AXIS SURVEY & MAPPING AND/OR
RECORD INFORMATION PROVIDED BY
THE CONTRACTOR
VERTICAL: NAVD 1988
CITY 0 F
HORIZONTAL: NAD 1983/183/1991
RENTON
DATUM
Planning/Building/Public Works Dept.
oV wI� �
-c
100 * 34363
't8 dal STS&5 �}
ssfORAL
n Barry, Ed
May 6 2014 3:58 PM
c
CHAIN LINK GATE
STANDARD PLAN L-30.10-02
SHEET 2 OF 2 SHEETS
APPROVED FOR PUBLICATION
RakalicPasco
2014141 I'M
STATE DESIGN ENGINEER
Amok
irlor Woshingon Slate Departmem of Transporhtlion
R-396125
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MEADOWVUE
ROADWAYGRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS
ROADWAY GRADING AND DRAINAGE DETAILS
J
W
D
DATE:
7/25/18
>
FIELDBOOK:
PAGE:
S
O
DRAWING NO:
C3.107
ID
W
SHEET. 25 OF:
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