HomeMy WebLinkAboutT-400601NE 114 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M.
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NOTES
A CURB RAMP WIDTH r - 0' MIN. LANDING TO MATCH A
CURB RAMP WIDTH - SEE CONTRACT PLANS CURB RAMP WIDTH r - o•• MIN. 1. At marked crosswalks, the connection between the curb ramp and the road -
LANDING TO MATCH CURB RAMP
way must be Contained within the width of the crosswalk markings.
LANDING I WIDTH - SEE CONTRACT PLANS Y g
GRADE BREAK I 2. Where "GRADE BREAK" is called out, the entire length of the grade break
LANDING CURB RAMP GRADE BREAK between the two adjacent surface planes shall be flush.
GRADE BREAK SEE CONTRACT PLANS - CEMENT CONCRETE
SEE CONTRACT PLANS - 1 4' - 0" MIN. SIDEWALK - SEE NOTE 5 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten-
c - 0" MIN. ances on any part of the Curb Ramp or Landing, or in front of the Curb
PROVIDE SMOOTH TRANSITION Ramp where it connects to the roadway.
CEMENT CONCRETE TO SIDEWALK WADTH 2•-0'
SIDEWALK- SEE NOTE 5 (TYP.) SEE CONTRACT PLANS - I MIN. SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan
4'- 0" MIN. PLANS -4' - T MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and
FLARE (TYP.) * 3+8" EXPANSION) * BUFFER WIDTH -MATCH Pedestrian Curb details.
JOINT (TYP.) - SEE 1 TO CURB RAMP DEPTH 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See
&8" EXPANSION CURB RAMP STANDARD PLAN FJ0.10 I RYIP) Contract Plans for width and placement of sidewalk.
JOINT(TYP)-SEE I I
STANDARD PLAN F-30.10 GRADE 6. The Bid Item "Cement Concrete Curb Ram Type _" does not include the
BREAK TRANSITION TO SIDEWALK BUFFER, IF P YP
GRADE BREAK "• V adjacent Curb Curb and Gutter Depressed Curb and Gutter Pedestrian
PRESENT OR TO BACK OF CURB TYP. -
P
SEE CONTRACT PLANS • „ Curb or Sidewalks.
*
t::tt�t:lt:lt:: •
* *
* tsast •It:: *� -
7. The Curb Ramp length is not required to exceed 15 feet (unless shown
CURB, OR CURB CEMENT CONCRETE otherwise in the Contract Plans). When applying the 15-foot max. length,
AND GUTTER ^ CURB, OR CURB PEDESTRIAN CURB - ) g
SEE NOTE 4 AND GUTTER - I SEE NOTE 4 the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a
DETECTABLE WARNING SURFACE - SEE NOTE 4 B I single constant slope from bottom of ramp to top of ramp to match into
SEE STANDARD PLAN F45.10 DETECTABLE WARNING SURFACE - the landing over a horizontal distance of 15 feet. Do not include the
FACE OF CURB
FACE OF CURB SEE STANDARD PLAN F4b.10 abutting landing in the 15-foot max. measurement.
MEASURED PARALLEL DEPRESSED CURB AND GUTTER - DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings Shall receive a broom finish. See Standard
TO CURB (TYP) CROSSWALK SEE NOTE 4 CROSSWALK Specifications 8-14.
L9. Pedestrian Curb may be omitted if the ground surface at the back of the
Curb Ramp and/or Landing will be at the same elevation as the Curb
F CONTRACTION JOINT (TYP.) `SEE STANDARD PLAN F-30.10 Ramp or Landing and there will not be material to retain.
z FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE
LLPLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'. 0" MIN. OC. PLAN VIEW
m TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND
DETECTABLE WARNING SURFACE- (SHOWN WITH BUFFER)
SEE STANDARD PLAN F48.10 SLOPE IN EITHER DIRECTION
i] 4' - 0" MIN. 15' - 0' MAX. (TYP.) GRADE BREAK 1.5 OR FLATTER * DESIGN ORMWORK RECOMMENDED D FOR
SLOPE TREATMENT- SEE CONTRACT PLANS SEE NOTE T COUNTER SLOPE - 7.5%OR FLATTER RECOMMENDED FOR
50%MAX. ** DESIGNIFORMWORK(10%MAX.)
SEE STANDARD PLAN F-3010 * GRADE BREAK
* * TOP OF ROADWAY 9.5%OR FLATTER RECOMMENDED FOR
�� * * * DESIGNIFORMWORK (10%MAX.) OTT Z�
l S0 OF WAS9/l�'�
LANDING CURB RAMP \
\\`-� DEPRESSED CURB AND GUTTER ^
1 SEE STANDARD PLAN F-10.12
SECTION OA
CEMENT CONCRETE CURB RAMP"TYPE CEMENT CONCRETE CURB RAMP "TYPE 90 ,F 5 O tub
CEMENT CONCRETE PERPENDICULAR "A" PAY LIMIT- SEE NOTE 6 PERPENDICULAR "B" PAY LIMIT- SEE NOTE fi F-.1/0
FOl ST40F\�
PEDESTRIAN CURB -
SEENOTE4 _ Im NA
SEE STANDARD PLAN F45.DIET CTABLE WARNING R0FACE- - - - `1 '//( /1�112. 1G'1:20 AM `
PERPENDICULAR
DEPRESSED CURB AND GUTTER - CURB RAMP
SEE NOTE _ STANDARD PLAN F-40.15-03
CEMENT CONCRETE CURB SHEET 1 OF 1 SHEET
AND GUTTER -SEE NOTE 4 APPROVED FOR PUBLICATION
e-,,,, t . fiw m'P� o`ist�trN
ISOMETRIC VIEW ISOMETRIC VIEW �
CURB RADIUS DETAIL OB TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMIT I/ w..n.eree sxere o.p E,m,.m�r TA,,.P=�=n..
NOTES
A A 1. The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp,
B O MIN. MAX. DETECTABLE WARNING landing, or other roadway entrance as applicable. Exception: If the Manufacturer of
cuae RAMP, uNOING. cur- SURFACE (DWS) - the DWS requires a Concrete border around the DWS, a variance of up to 2 inches
A 1 80" Z,10'• THROUGH OR WALKWAY SEE NOTE 3 on each side of the DWS is permitted.
--- - ---- B 0.65^ -
T T I 2. The Detectable Warning Surface (DWS) shall be placed at the back of curb, with the
p e D'T c D45^ oso" two leading comers of the DWS panel placed adjacent to the back of the curb, and
.i-- -- D D.9'• too^ BACK of cuae - with no more than a 2 inch gap between the DWS and the back of the Curb measured
T TRUNCATED DOME SEE NOTE z 2' - o"MIN. - at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS
E 0.2" 0.2" 1111111j1111111TYP. OF ALL requires a concrete border around the DWS, a variance of u to 2 inches from the
APPLICATIONS P
SECTION O back of the curb is permitted (measured at the leading corners of the DWS panel).
TRUNCATED DOME SPACING 3. The rows of truncated domes shall be aligned to be perpendicular to the grade
SEE NOTE 3 SEE STANDARD SPECIFICATIONS
FOR COLOR OF SURFACE break at the back Of Curb.
4. The rows of truncated domes shall be aligned to be parallel to the direction of travel.
TRUNCATED DOME DETAILS MATCH TO WIDTH OF CURB RAMP
CURB AND GUTTER LANDING, CUT -THROUGH OR 5. If curb and gutter are not present such as a shared -use path connection, the
w WALKWAY Detectable Warning Surface shall be placed at the pavement edge.
DETECTABLE WARNING SURFACE DETAIL
c2 m 6. See Standard Plans for sidewalk and curb ramp details.
LANDING OFFSET
CURB RAMP BEE NOTE 8 7. If a curb ramp is required, the location of the Detectable Warning Surface must be at
uNOING the bottom of the ramp and within the required distance from the rail.
WALKWAY WIDTH OF
WALKWAY B. When the grade break between the curb ramp and the landing is less than or equal to
iv"a:r WALKWAY WALKWAY �{ LMDTH of cur- 5 ft. from the back of Curb at all points, place the Detectable Warning Surface on the
THROUGH bottom of the curb ramp directly above the grade break.
+" DETECTABLE WARNING
SURFACE (DWS) - a :: WIDTH OF CUT -THROUGH
O + SEE NOTE 4 CURB RAMP "
:•• •: (TYP.)
z ` BACK OF CURB
SINGLE DIRECTION CURB RAMP FLARE FLARE 2'-0^ 2'-o"MIN.
(GRADE BREAK BETWEEN CURB AND MIN.
LANDING 5 5 FT. FROM BACK OF CURB)
c (SEE NOTE fi) DETECTABLE WARNING DETECTABLE WARNING
C BACK OF CURB -
Q LANDING SURFACE (DWS)- SURFACE (TVP) -
DIRECTION OF BEE NOTE 2 '- IIII BEE NOTE 3
SEE NOTE 3
C TRAVEL WIDTH OF CURB RAMP BACK OF CURB -
CURB RAMP m BACK OF CURB - SEE NOTE 2
VADTH OF PERPENDICULAR CURB RAMP SEE NOTE 2
WALKWAY WALKWAY (SEE NOTE 8)
ISLAND CUT -THROUGH -U'MIN
WIDTH OF CURB RAMP, DETECTABLE WARNING
LANDING. OR WALKWAY SURFACE (TYP) - COTT
•' +" DETECTABLE WARNING [\\ SEE NOTE 3 5 q1 WAS#
+" SURFACE (DWS) - SEE NOTE 3 I�� ---- ---- . q� /y F�
" BACK OF CURB - BACK OF CURB - $A
SEE NOTE 2 i SEE NOTE 2 MEDIAN CUT -THROUGH
SINGLE DIRECTION CURB RAMP a z
DETECTABLE WARNING ry WIDTH OF SHARED- 9
(GRADE BREAK BETWEEN CURB AND SURFACE (DWS) - - USE PATH OR O� 9
.......... o
LANDING > 5 FT FROM BACK OF CURB) SEE NOTES V. 8 ] WALKWAY (TYPJ1 FJ, �018T81•e G\�
(SEE NOTE 8) f � 9 yONAL
CURB RAMP CURB RAMP
WALKWAY LANDING WALKWAY Zeller, Scott
rvDP; OF CUT -THROUGH PATH OR
USE 1 it 12 20I l 4:2i l'M
WALKWAY DETECTABLE WARNING
I U U U UROUNDABOUT SPUTTER SURFACE
x ISLAND PAVEMENT SHOULDER
EDGE STANDARD PLAN F-45.10-02
RAIL
to SHEET 1 OF 1 SHEET
DETECTABLE WARNING DETECTABLE WARNING APPROVED FOR PUBLICATION
BACK OF CURB - SURFACE (DWS) - SEE NOTE 3 :::••::::::: PATH OR SURFACE (DW$) - q��.��� n•'' c.P•x.,xm
• • • •• WALKWAY SEE NOTES 4 8 5 vta'"�•• %`De A axs°rN
SEE NOTE 2 WIDTH OF �
LANDING sxnreoesiox sxo"sex
PARALLEL CURB RAMP PEDESTRIAN RAILROAD CROSSING PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION w..nlrNrex sxm. o.Pe.rx,.,,x er T,.x.Pe.renex
(SEE NOTE 6)
NOTES
H SIDEWALK BUFFER 1. This plan is to be used where pedestrian crossing in one direction is not
M MATCH
- 4 0• MIN. STRIP permitted.
MATCH SIDEWALK SEE CONTRACT PLANS
MATC2. At marked crosswalks, the connection between the Landingand the
WIDTH - 4' 0" MIN. - PEDESTRIAN CURB - •
SEE CONTRACT PLANS SEE NOTE 10 CURB RAMP roadway must be contained within the width Of the crosswalk markings.
3I8" (IN) EXPANSION PEDESTRIAN CURB - 3. Where "GRADE BREAK" is called out, the entire length of the grade break
JOINT - SEE STANDAR SEE NOTE 10 MATCH SIDEWALK WIDTH ^ 4' 0" MIN. between the two adjacent surface planes Shall be flush.
SEE CONTRACT PLANS
PLAN F-30.10 LANDING 4. Do not place Gratings, Junction Boxes, Access Covers, or other appurten-
ANDING
SIDEWALK - 3I8" (IN) EXPANSION JOINT -SEE + PEDESTRIAN cuRe - ances on any part of the Curb Ramp or Landing or in the Depressed
SEE NOTE fi 5' -O" MIN. F R. STANDARD PLAN F-30.10 SEE NOTE 10 Curb and Gutter where the Landing connects to the roadway.
(TYP.) B
s -o" MIN. 5. See Contract Plans for the curb design specified. See Standard Plan
AA - - - - � i m A _ _ _ _ _ i x F"10.12 for Curb, Curb and Gutter, Depressed Curb, Gutter and
H* 3" R. ILL Pedestrian Curb details.
5• - Y MIN. 3" R. b 6. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See
0 SIDEWALK- Contract Plans for width and placement of sidewalk.
SEE NOTE 6 v U
I- 7. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the
BUFFER STRIP -SEE -/,7 + DETECTABLE WARNING SURFACE BUFFER a C DETECTABLE WARNING SURFACE adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian
CONTRACT PLANS C SEE STANDARD PLAN F48.10 STRIP SEE STANDARD PUN F48.10 Curb, or Sidewalks.
CURB AND GUTTER - CURB AND GUTTER ^ 8, The Curb Ram length Is not required to exceed 15 feet unless shown
SEE NOTE 5 SEE NOTE 5 P 9t
PEDESTRIAN CROSSING PEDESTRIAN CROSSING otherwise in the Contract Plans). When applying the 15-foot max. length
CLOSURE SIGN CURB RAMP CLOSURE SIGN FACE OF CURB RAMP (measured from back of sidewalk) the running slope of the curb ramp is
FACE OF CURB allowed to exceed 8.3%. Use a single constant slope from bottom of
CURB PLAN VIEW PLAN VIEW ramp to top of ramp to match into the sidewalk over a horizontal
10 TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B distance of 15 feet.
9. Curb Ramps and Landings shall receive a broom finish. See Standard
Specifications 8-14.
10. Pedestrian Curb may be omitted if the ground surface at the back of the
DETECTABLE WARNING SURFACE - Curb Ramp and/or Landing will be at the same elevation as the Curb
15' - 0" MAX SEE STANDARD PLAN F46.10 1s - T MAx (TYP. 15 - o. MAX (TYP. Ramp or Landing and there will not be material to retain.
(TYP) SEE NOTE 8 SEE NOTE 8
O GRADE BREAK GRADE BREAK GRADE BREAK
SEE NOTE 8 GRADE LEGEND
GRADE BREAK BREAK
GRADE BREAK COUNTER SLOPE SIDEWALK- SIDEWALK - SLOPE IN EITHER DIRECTION
SIDEWALK- 50%MAX. SEE NOTEfi SEE NOTE
SEE NOTE 6 * *a TOP OF * * * * 1.5 OR FLATTER RECOMMENDED FOR
ROADWAY --� * _ -- * DESIGWFORMWORK(2%MAX.)
7.5%OR FLATTER RECOMMENDED FOR
DESIG WFORMWORK (8.3% MAX.)
CURB RAMP LANDING DEPRESSED CURB AND GUTTER - CURB RAMP CURB RAMP SEE NOTE 7
l\\ SEE STANDARD PLAN F-10.12 LANDING SCOTT 2Ef
\ ^ A 1 01 WASHY
SECTION OB 'Se'k
SECTION O 1 CONTRACTION JOINT O (TYP) - SEE STANDARD PLAN OVIDE (ALONG INSIDE RADIUS AT BACK OF WALKWAY)
FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE
CONTRACTION JOINT EQUALLY SPACED 4'- O' MIN. OC. ¢
"CEMENT CONCRETE CURB RAMP "CEMENT CONCRETE CURB RAMP 9o'AB A�01 ST4•Atio \�
TYPE SINGLE DIRECTION A" PAV LIMIT - TYPE SINGLE DIRECTION B" PAY LIMIT - 'rg �G
SEE NOTE 7 SEE NOTE ] TONAL 1'
1" (IN) RADIUS DETECTABLE WARNING SEE_M Zeller, Scott
••• •••• STANDAR PLAN
-, it./•"(-/(_ tun 242016 ]:21 AM
• CORNER """ -
•••••• STANDARD PLAN F4fi.10
.. .........
PEDESTRIAN CURB •••••• SINGLE DIRECTION
DEPRESSED CURB AND CURB RAMP
GUTTER -SEE NOTE 5
go- ANGLE STANDARD PLAN F-40.16-03
RADIUS MAY SHEET 1 OF 1 SHEET
VARY
APPROVED FOR PUBLICATION
1'-0" L/4n ,m, xu x"ezxs.m
ISOMETRIC VIEW ISOMETRIC VIEW
TYPE SINGLE DIRECTION A DETAIL OC TYPE SINGLE DIRECTION B TT� we.nlr,.rer, score Eo.p E,m,.m ertA,,.P=nen",
PAY LIMIT PAY LIMIT I/
r}
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
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P of WASy/4
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D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - Ah AVENUE KIRKLAND, WA 98033
O 425827.3063 F 425.827.2423
-BAND'
OR
BETHANY CORNER
NOTES
1.
IM D ENS ONS FOR THE PART T S USED 0 ASSEMBLE THE BASE
CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE
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
ASSEMBLED.
2. A 2` (IN) POST WITH A 2 1/4" (IN) PSST ANCHOR OR A 2
1/4" (IN) POST WITH A 2 1/2" (IN) PSST ANCHOR MAY BE
SUBSTITUTED. SEE CONTRACT PLANS.
PERFORATED 3 STEEL SQUARE HA T TH Q L POST SHALL MEET E
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 TRAVELED
ROADWAY
90 30'�
4' MIN. T
EDGE
OF
NUN
FOR REFLECTORIZED SIGNS: MOUNT
„ FACING Y(degree) OUTWARD IF SIGN
;ALVANIZED BOLT WITH IS WITHIN 30 FEET OF ROADWAY
GALVANIZED WASHERS. SIGN FACE ORIENTATION
2" SQUA
METAL POST z
U
O U1
I
T P F AN H SIGN POST
(LOWER SOLAR � �
TUBE)
0::
FINISHED j nD
UN z
LINE LOWER SIGN 5/16- (IN CORNER BOLT
POST SUPPORT Oh 3/6" )(IN) FLANGED
SHOULDER BOLT WITH
NUT AND WASHERS
2 REQUIRED (TYP.)
' Z BOLT STOP
m -, ICN POST
>` TYPE ST-4 SIGN SUPPORT
t
LOWER SIGN POST SUPPORT •-• 2.25"
(IN), 7-GAGE, HOT -DIP GALV.,
IN. HEAVY-DUTY ANCHOR
LAM
COMMERCIAL CONCRETE
MOUNTING ON METAL POST
SIGN MOUNTING ON SINGLE STD. PLAN- 129
PUBLIC WORKS METAL POST
DEPARTMENT APPROVED: d
O ADOPTED v
TYPE 'A'
7-1/2" X 7-1/2"
PRESSURE TREATED CEDAR POST
1/2" 0 45' CHAMFER ALL EDGES-
(2)#4 HORIZ. TOP & BOTTOM
& (2)#4 VERTICAL (PER SIDE)
1/4" CHAMFER
ED
CRUSHED SURFACING
TYPE ,B'
1" 0 45' CHAMFER ALL AROUND TOP
PAINT TOP 5" WHITE ALL AROUND
REFLECTIVE MARKER (TYPICAL BOTH SIDES)
1" DEEP NOTCH ALL AROUND
1/4„
GALVANIZED STEEL HASP FOR LOCK
2 x6" STEEL HINGE WELDED TO 9-1/4"x9-1/4" STEEL
DOOR WITH 3/4" RADIUS ON 2 OPEN CORNERS
30" AN
D PLATE SPACER.
1/4" GALVANIZED STEEL PLATE SPACER
1/2" DIA. x 2" ANCHOR BOLT, WELDED TO SPACER
2"0/8" JOINT MATERIAL
CONCRETE SIDEWALK
18'12"
12'
NOTE:
2" MINIMUM CLEARANCE BETWEEN REBAR
& CONCRETE SURFACE. REMOVABLE WOODEN BOLLARD
T O ADOPTED
CITY OF RENTON
STANDARD PLANS
T O IST DATE: 04/04
.._..._. _.. nWr NALAF• wn91 CP PAC'F• (-In�l1
6 RAISED EDGE DETAIL 1 -0" 6 SIDEWALK
LEVEL ..J 1/2" E7(7END SIDEWALKTRANSVERSE
JOINTS TO INCLUDE RAISED EDGE 3/8' (IN) PREMOLDED JOINT FILLER
1/2" (IN) R. TYPICAL WHERE APPLICABLE
ROU DING 2.0% 1 1/2" (IN) R. (TYP.)
,'• • I FOR CURS DETAILS
1.5% SEE STD PLAN 101
1' (IN) R • ►. • P'. 1`t : �P ..• • -- _ STING ROADWAY
2
R C USHED ROCK HAS
SEE RAISED EDGE I -
1' -0' SIDEWALK DETAIL -THIS SHE `TYPICAL UNDER CRUSHED SURFACING TOP COURSE(CSTC)
ALL CUTMIN. SIDEWALK OMPACT TO 95% MODIFIED PROCTOR
SLOPESWITH RAISED EDGE (UNLESS REQUIREMENT WAIVED BY
1/2' (IN) R. (TYP.) ENGINEER) TYPICAL UNDER ALL CURB,
GUTTER 11 SIDEWALK CSTC UNDER
SL
_2.0% 1 1 5% FOR CURB DETAILS CURB 5 GUTTER TO BE 5'THICKNESS OR
ASP s - SEE STD PLAN 101 ATCH ROCK
BASE, WHICHEVERING RIIS GREAT R ((TYP.WAY DFOR
jt °F1p- • ° ALL CURB a GUTTER).
iF
FINISHED GRADE 1 IN BELOW
1
_ 2'p SIDEWALK - TOP OF CONCRETE SURFACE
ADJACENT TO CURB MIN e
-0" V-0'
12' (IN) R. (TYP.) I I
ROU DING
• I 1,
2.a% 1 1.5% FORCURPLAN IM
SEE srD FUw 101
BRIDGE OR PEDESTRIAN�vn�P- 1•k. rL
RAILING S�1'H
4 y
FOR cuRe DETAILS ADJACENT TO CURB � L s 1 = }
BARRIER -SEE SIDEWALK SEE STD PLAN 101 (STEEP FILL SLOPES) `.:
CONTRACT PLANS �--WALL OR BARRIER _, (i L 1_(11 U r,
/ I 12" (IN) R. (TYP.) /
/ I SIDEWALK 1 ;�
FLUSH 1.5% L zl. IL
a
_ II
112 N) FL
VERTICAL WALL- -`
SEE DETAIL ► • • J
3/8" (IN) PREMOLDED a ►' 1 S ..
JOINT FILLER
ADJACENT TO CURB AND RAILING OR WALL PRe(MNtiLDED
JOINT FILLER
FOR SIDE - �' h - 1,
BUFFER STRIP }� ~ �I.;
TREATMENT sloewAuc SIDEWALK ADJACENT TO WALL DETAIL T ..1�
SIDEWALK (SEE NOTE 10) +,� I
12' IN R. ti:4 LL L
SECTIONS - ( ) _
'.. 1.5% CTVP) FOR CURB DETAILS
1.5%MIN. SEE STD PLAN 101 - �I
] • 1)0 j OR MATCH FINISH
4" WIDE. SMOOTH
tiTROWELED PERIMETER
FINISHED GRADE 1-(IN) BELOW TOP OF CONCRETE
SURFACE FOR PLANTING - FLUSH IF PAVED ,�r
1 1Vj e'_Y /CEMENT CONCRETE CURB
ADJACENT TO BUFFER STRIP i ~ �\ - (cuRe AND GLITTER sllowN)
FOR CURB DETAILS
SEE STD PLAN wi
'l (,`
NOTES / y. \ ., % - /1A•TO tM• 1:�1
1. Four feet of the sidewalk width shall
be the minimum pedestrian j%�� CONTRACTION JOINT • • '
IN SIDEWALK ONLY ► l• ,
accessible route )PAR) free of vertical �%' •� • �.
r and horizontal obstructions. Gratings, Fv" �.�i • ••! 4 1,
Access Covers, Junction Boxes, ` �� FULL -DEPTH EXPANSION JOINT IN BOTH
Cable Vaults, Pull Boxes and other s i� CURB AND SIDEWALK (SEE STO PUN 101.1)
( appurtenances within the sidewalk ors' (C) CONTRACTION JOINT
C,i_ must be flush with surface, and match
grade of the sidewalk. \ JOINT AND FINISH
` DETAIL
2. Monolithic Cement Concrete Curb and "v • fr �2 • -
Sidewalk Is not permitted in new For Other referenced NOTES see' �.. • •� ' • .e�; - -
construction. When replacement work $TD PLAN 104.2 1 1
necessitates a Monolithic Cement
Concrete Curb build per WSDOT ti -•.-) ti . PREMOLDE
JOINT FILLER
Standard Plan F-30.10.03 Paved surfaces must Comply with I', i_' ',•.r aI
STD PLAN 102.1 as applicable. E FULL -DEPTH
3. Concrete to be 4,000 PSI. PP
EXPANSION JOINT
n r .• _ , STD. PLAN - 102 =r,
PUBLIC WOR • KS E C MENT CONCRETE'..
DEPARTMENT k5 rSIDEWALK PPfZU, ED: ;r
' e T 17
I 1y-., i 54 l C.-'. �� ��',� °,1'15':_i S ....- , ,i.. � �,= _ �•�': `Tit.'•
A
TYPE 'A'
PRESSURE TREATED
7-1/2" X 7-1/2" CEDAR POST
(2)#4 HORIZ. TOP & BOTTOM
& (2).#4 VERTICAL (PER SIDE)
1/4" CHAMFER
SURFACI
CRUSHED SURFACING
NOTE_
2" MINIMUM CLEARANCE BETWEEN REBAR &
CONCRETE SURFACE.
TYPE
1" ® 45• CHAMFER ALL AROUND TOP
PAINT TOP 5" WHITE ALL AROUND
REFLECTIVE
BOTH SIDES)
i DEEP NOTCH ALL AROUND
1/2" 0 45' CHAMFER ALL EDGES
SLOPE CONCRETE FOR DRAINAGE
2"0/8" JOINT MATERIAL
CRETE SIDEWALK
FIXED WOODEN BOLLARD
Oti O ADOPTED
CITY OF RENTON
♦ y�
STANDARD PLANS
1ST DATE: G4/04
_,- „- ----- -..Y .--. nV'J(: NANAF• 1-1099 GP P4rl:7. Nn,)?
7 CITY COMMENTS JSM 4.12.19 SURVEYED: SCALE:
SPF VERTICAL: NAVD 1988
8 REVISED FRONTAGE GRADING PER GAS MAIN JSM 12>14>20 DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991
9 REVISED FRONTAGE PER CITY COMMENTS JSM 1>15>21 JSM
10 REVISED VAULT CONTROL STRUCTURE JSM 5>9>21 DRAWN:
CWA ONE INCH DATUM
Y� r�l
11 RECORD DRAWINGS JSM 6.25.21 CHECKED:AT FULL SCALE
JSM es vs�s
IF NOT ONE INCH
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AS -BUILT
NO AS -BUILT INFORMATION ON THIS SHEET.
"l CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS
AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS,
DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURA TEL Y REFLECTS
EXISTING FIELD COND17/ONS AS DETERMINED BY ME OR UNDER MY
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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ROAD & STREET SIGN DETAILS PAGE:
DRAWING N0:
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RENTON, WASHINGTON 98056 SHEET A OF, 19 MW
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DRS PROJECT NO. 16062