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LANE LINE
MARKING
STANDARD VEHICLE WHEEL PATH
CRUSHED ROCK, FLOWABLE FILL
OR AS REQUIRED BY ENGINEER
*MINIMUM ACP CLASS 'E' or 'B' SHALL BE:
Less than ten (10) yrs old
PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL
ACCESS STREETS - 6" ACP CLASS 'E' or 'B'.
Requirements
RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' or 'B'.
\\1MIN.
NOTE:
MIN-
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
MIN.
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR
TYPICAL LONGITUDINAL PATCH AND OVERLAY
DETERMINING PAVEMENT THICKNESS.
Route
FIELDBOOK: NA
FOR FLEXIBLE PAVEMENT
LANDING E MATCH CURB RAMP
I WIDTH -SEE CONTRACT PLANS
ti O ADOPTED
Yes Plus one panel beyond
1' ACP CLASS*
1'
1 mal
STANDARD PLANS
MIN.
LIST DATE: 02/05
MIN.
DWG. NAME: H032 SP PAGE: H032
GRADE BREAK
6" CRUSHED
2" CLASS 'B'
Yes
SURFACING TOP
COURSE
2" SAWCUT AND REMOVE
EDGE OF PAVEMENT, -
OR GRIND, SEAL WITH
AR4000W
EDGE OF CURB & GUTTER,
OR CENTER OF LANE LINE
Yes, If twenty-four (24)
3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten-
W - 0" MIN.
2.5'
MIN.
CRUSHED ROCK, FLOWABLE FILL
OR AS REQUIRED BY ENGINEER
*MINIMUM ACP CLASS 'E' or 'B' SHALL BE:
Less than ten (10) yrs old
PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL
ACCESS STREETS - 6" ACP CLASS 'E' or 'B'.
Requirements
RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' or 'B'.
CURB RAMP WIDTH 4' - O' MIN. LANDING TO MATCH
NOTE:
without Bus Route
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
Y
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR
TYPICAL LONGITUDINAL PATCH AND OVERLAY
DETERMINING PAVEMENT THICKNESS.
Route
FIELDBOOK: NA
FOR FLEXIBLE PAVEMENT
LANDING E MATCH CURB RAMP
I WIDTH -SEE CONTRACT PLANS
ti O ADOPTED
Yes Plus one panel beyond
CITY OF MENTON
GRADE BREAK
1 mal
STANDARD PLANS
02 2005 MODIFIED NOTES DCVDC
LIST DATE: 02/05
17/2004 1 MODIFIED NOTES D. cz
DATE I REVISION BY PPR D
DWG. NAME: H032 SP PAGE: H032
(sm NOTE k
USE ATTACHAIENr {1) iib' -,e E 1 314
Dil mil Nil BOLT
M L•TAT W ushen8
PILOOKVJABPER
ATfACIYEHi 111 X 11
H )
OETAe"A' 0 g7{NUT NUT {TYPJ
614
PANELPLTLxoD
TOP OF BrRRICADE
O 0 BIIPPORT RNc E
0
0 0
WARNING LIGHT ATTACHMENT DETAIL
6•,k r T r. LIT Z-V
LIGHT
STEEL WITH MEOPATfACHMEIlT
TOFBARRfCAGEANGLE SUPPORT
DRILL TAC ,Tr DIM HOLES Til❑ I " BwRIraDE SUPPDI AHCLE
STEELHIl
❑ I ti I / se, FLAT 1w8HEe 3ml STM HE
C}' (TY
NUT P•]
I
ATTACHMENT DETAIL "A"
rx t ,!r II, lflx 1,X YgRN114G IIITM
ATTACHMENT
STEEL ANO[E
T TOP OF eARRIOM)E
'T SUPPORT ANGLE
PPoLL THREE }lit OWUTriO VIpNJHm1.ESTHROUfll
trr nIAaL I10LEs BnftRMADE fiVPPORT ANGLE
(9 -GL serr
fiM HEX Bair
rr (2f FIAT 8 STEEL
E K
EX
MUT ITYPJ
ATTACHMENTDETAIL"9"
TO STABIUM BASE
MP) Au Lem
2" CLAS
*2" TO 6" C
OR C
MIN MIN MIN MINIMIN
2" CLASS 'B'
I� 6.5' MIN. -I
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
6.5' MIN.
TMIN
12.5' 1'1'INI MIN I MIN MIN
CRUSHED ROCK, FLOWABLE FILL J
OR AS REQUIRED BY ENGINEER
* FOR MINIMUM STANDARDS, SEE DWG# HR -05,
SP PAGE H032
NOTES
1. All fisrenen may be zinc plated, gafvaihllxd or stainless steel.
Al sleet angle, and tubular steel Shall be ha Walled• high Carbon
steel, Pei a galvan¢ed.
2. ImIalf one lighbveighi Type A LowwInlaneify fleshing warning
D Yax,E light On Iha kef5c side M ale berrlceda. lrhstall two Type A
8,9:Fn140 Low-Intanal real wammg lights per banirade when
-TYPE-13
MTE M the barricades am used to close a roadway. Attach khe light
to the bamcade according to the light markufach mre
mournmardadons cr use the deWla shorn on Pae plan.
3. Stripes w barricade rads shall be shematng orange
and while falrorefiek]ive atrgf0a (Sloping downward at
as angle 01 45 Cal In the dansaon traffic is to pass).
f-t1'x 11lZx r t I Xx 7 Ir 4. The Type 3 baftCade design spam W thus plan meats the
EMU ANGLE Crash lest requirements of NCHRP 350. Alternate d6slgnc
maybe approved if they conform to the NCHRP 350 Crash
test c lia
s-Xx A I E , for. I I X
MillA1IgLE 5 VM,en a sign is mounted on the barrir�da. 4 Shall he securely
boned fa at least ,FUD plywood panels. The Top of the sign shat) not
be higher than the lop panel at tre barricade
6. AWhen sandbags are used in Nesting weather, urea fertili2ar shall be
X Ksx r fuel SOM mixed with the sand in a quanMy to in a snl the Sand from heexing.
SIEEL -%V
FRONT of
BARRICADE
Xxrxr
rueuLAR srEEL
ANkRE "
CN Tce aF
DOLT
(O se•-,exs
STEEL HEX BOLT
iAFIJ,T WASHERS
(1) -16ME2 0 Z�C
NUT
41,,
DETAIL'1C"
98 *elf STr.Ta� ��w�
SSJ OVAL $T(6
fxPkRES uar 5,2003
TYPE 3 BARRICADE
STANDARD PLAN H-2
SHEET t OF 2 511EV5
ADOPTED
CITY OF RENTON
-��- f • STANDARD PLANS
LAST DATE: 05129/2002
SP PAGE H0118
TYPE 3 BARRICADE
OF CURB OR
;ENTER LINE OR
.ANE LINE
S*
D SURFACING TOP COURSE
TYPICAL TRANSVERSE PATCH
FOR FLEXIBLE PAVEMENT
ADOPTED
-•!��� CITY OF RENTON
4 .. -
■■- STANDARD PIANS
LSIT DATE: 02/05
DWG. NAME: H032-1 SP PAGE: H032.1
A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 Es, W.M.
REMOVE LOOSENED
ASPHALT
3/4"DIA. X 12" LONG DOWEL
ER
BAR 0 18" ON CENT =
6"
EXISTING RIGID BASE• MIN.
12" MIN.
COMPACTED TRENCH BACKFILL
AS DIRECTED BY THE ENGINEER
USEAW TRAAFIC LANE 7 IAEA CI-OSER TO TRAFEIa
MIR
rrPE 5L IVrRRIr.AOE
STRIPES ON THE BARRICADES SHALL SLOPE
DOWNWARD W THE DIRECTION TRAFFIC I$ TO PASS
AREA C40NEa TO TRAFFr II r UBGABLE TRAFFIC LANE
i-
Mal
11.11
TYPE 1 R BARFK.ME
STRIPES ON THE BARRICADES SHALL SLOPE
DOWNWARD IN THE DIRECTION TRAFFIC IS TO PASS
ASPHALT CONCRETE OVERLAY
2" MIN.
CEMENT
ZTRIM CONCRETE
VERTICALLY
SAW CUT SHALL BE VERTICAL
AND IN STRAIGHT LINES AS
DIRECTED BY THE ENGINEER
EXISTING CONCRETE
PAVEMENT
EPDXY COATED DOWEL BARS
6" MIN. ON ALL FOUR SIDES
12"
COMPACTED CRUSHED SURFACING
TOP COURSE.
CUT AND PANEL REPLACEMENT DETERMINATION:
FULL CEMENT CONCRETE PANEL REPLACEMENT: FOR CEMENT CONCRETE SURFACE STREETS, THE
MINIMUM RESTORATION SHALL BE FULL PANEL REPLACEMENT, IF ONE OR MORE OF THE
FOLLOWING CONDITIONS EXIST:
Less than ten (10) yrs old
Ten (10) yrs or older Additional
NOTES
Requirements
(A
CURB RAMP WIDTH 4' - O' MIN. LANDING TO MATCH
( A \
without Bus Route
No
Y
CURB RAMP WIDTH SEE CONTRACT PIANS
Y CURB RAMP WIDTH 4'- 0 MIN.
1. At marked Crosswalks, the Connection between the Cud) romp and the road -
Route
FIELDBOOK: NA
LANDING
LANDING E MATCH CURB RAMP
I WIDTH -SEE CONTRACT PLANS
We, must be contained within the width of the crosswalk markings.
Y
Yes Plus one panel beyond
I
GRADE BREAK
1
2. Where "GRADE BREAK" is called out, the entire length of the grade break
LANDING
Yes
CURB RAMP
GRADE BREAK
between the two adjacent surface planes shall be flush.
GRADE BREAK
Yes
SEE CONTRACT PLANS - CEMENT CONCRETE
'-
non-destructive testing)
SEE CONTRACT PLANS -
Principal, Minor,
T MIN.
4SIDEWALK -SEE NOTE 5
Yes, If twenty-four (24)
3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten-
W - 0" MIN.
square feet or more of
all streets in CBD
any panel needs to be
antes on any part of the Curb Ramp or Landing, or in front Of the Curb
and all bus route
patched
PROVIDE SMOOTH TRANSITION
Ramp where it connects to the roadway.
CEMENT CONCRETE
TO SIDEWALK WIDTH7-0"
I
SIDEWALK- SEE NOTE 5
(TYP.) SEE CONTRACT PLANS -
MIN. SEE CONTRACT
4. See Contract Plans for the curb design specified. See Standard Plan
N - 0" MIN.
PLANS -4' - D" MIN.
*
`WIDTH
F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and
p(A� (ryp)
318" EXPANSION)
BUFFER - MATCH Pedestrian Curb details.
/
I
JOINT (TYP.) -SEE
STANDARD PLAN F30.10
I Y, TO CURB RAMP DEPTH
(TYP.)
5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See
318" EXPANSION
JOINT (EXP.) - SEE
I
I
CURB RAMP
1
Contract Plans for width and placement of sidewalk.
STANDARD PLAN Fa.10
GRADE6.
BREAK TO SIDEWALK BUFFER. 1 F
v
N
The Bid Item "Cement Concrete Curb Ramp Type _" does not include the
GRADE BREAK
PRESENT, ORSITION RACK OF CURB (TYP.)
's
adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian
:::;;
:N
SEE CONTRACT PLANS ,
1t J,
Curb, or Sidewalks.
7. The Curb Ramp length is not required to exceed 15 feet (unless shown
CURB, OR CURB
CURB, OR CURB
CEMENT CONCRETE
otherwise in the Contract Plans). When applying the 15 -toot max. length,
AND GUTTER -
SEE NOTE 4
AND GUTTER -
PEDESTRIAN CURB -
the running slope of the Curb Ramp is allowed t0 exceed 8.3%. Use a
DETECTABLE WARNING SURFACE - SEE NOTE 4
SEE NOTE 4
B I
single constant slope from bottom of ramp to top of ramp to match into
SEE STANPLAN F46.10
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 F36.10
abutting landing in the 15 -foot max. measurement.
MEASURED PARALLEL
DEPRESSED CURB AND GUTTER -
DEPRESSED CURB AND GUTTER
6. Curb Ramps and Landings shall receive a broom finish. See Standard
TO CURB (TIP.)
CROSSWALK
SEE NOTE 4
CROSSWALK
Specifications 8.14.
w9.
Pedestrian Curb maybe omitted if the ground surface at the back of the
D
Curb Ramp and/or Landing will be at the same elevation as the Curb
F
0 CONTRACTION JOINT (TYP.)- SEE STANDARD PLAN F30.10
Ramp or Landing and there will not be material to retain.
FOR CURB RAMP LENGTHS GREATER THAN S - 0" PROVIDE
PLAN VIEW
CONTRACTION JOINT EQUALLY SPACED 4'-O"MIN. OC.
PLAN VIEW
m TYPE
PERPENDICULAR A
TYPE PERPENDICULAR B
LEGEND
DETECTABLE WARNING SURFACE -
(SHOWN WITH BUFFER)
SEE STANDARD PLAN F4LID
- SLOPE IN EITHER DIRECTION
4'-G'MIN.
15'-0"MAX. (TYP.) GRADE BREAK
1.5 OR FLATTER *
SLOPE TREATMENT -
SEE STANDARD PLAN F30.10
SEE CONTRACT PLANS SEE NOTE 7
* GRADE BREAK
COUNTER SLOPE -
5.0%MAX.
DESIGNIFORMWORK(2%MAX.)DFOR
7.5% OR FLATTER RECOMMENDED FOR
* * DESIOWFORMWORK (8.3% MAX.)
-
$moi
TOP OF ROADWAY
* * * 9.5% OR FLATTER RECOMMENDED FOR
DESIGNIFORMWORK(10%MAX.)
T.
l\\
WAS& t
LANDING
CURB RAMP
- .i6o0!
DEPRESSED
CURB AND GUTTER -
$EE STANDARD PLAN F-10.12
SECTION OA
-
7A�
CEMENT CONCRETE CURB RAMP "TYPE
CEMENT CONCRETE CURB RAMP "TYPE
28680
A� eQf
CEMENT CONCRETE
STRIAN culla -
PERPENDICULAR "A" PAY LIMIT- SEE NOTE 6
PERPENDICULAR "B" PAY LIMIT- SEE NOTE 8
ST81`9' ♦�
'►970NAL
SEE NOTE 44
g�0
DETECTABLE WARNING SURFACE-
SEE STANDARD PLAN F40.10
- '% Zeller, S"d
.. - / lm 242016'1:20 AM
_
PERPENDICULAR
CURB RAMP
3' R. TYP.
DEPRESSED CURB AND GUTTER
SEE NOTE
STANDARD PLAN F-40.15-03
SHEET 1 OF 1 SHEET
CEMENT CONCRETE CURB
AND GUTTER - SEE NOTE 4
FOR PUBLICATION
lAPPROVED
eava� � kmpme; reR
1-.'•7••'r^' 61.-
m 2920162:29PMISOMETRIC
ISOMETRICVIEW
ISOMETRIC VIEWAm
CURB RADIUS DETAIL O
TYPE PERPENDICULAR A PAY LIMIT
TYPE PERPENDICULAR
wPdlhaBhen Anne DaPP6hhxM MTm,vp°rld,°"
B PAY LIMIT WWII
A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 Es, W.M.
REMOVE LOOSENED
ASPHALT
3/4"DIA. X 12" LONG DOWEL
ER
BAR 0 18" ON CENT =
6"
EXISTING RIGID BASE• MIN.
12" MIN.
COMPACTED TRENCH BACKFILL
AS DIRECTED BY THE ENGINEER
USEAW TRAAFIC LANE 7 IAEA CI-OSER TO TRAFEIa
MIR
rrPE 5L IVrRRIr.AOE
STRIPES ON THE BARRICADES SHALL SLOPE
DOWNWARD W THE DIRECTION TRAFFIC I$ TO PASS
AREA C40NEa TO TRAFFr II r UBGABLE TRAFFIC LANE
i-
Mal
11.11
TYPE 1 R BARFK.ME
STRIPES ON THE BARRICADES SHALL SLOPE
DOWNWARD IN THE DIRECTION TRAFFIC IS TO PASS
ASPHALT CONCRETE OVERLAY
2" MIN.
CEMENT
ZTRIM CONCRETE
VERTICALLY
SAW CUT SHALL BE VERTICAL
AND IN STRAIGHT LINES AS
DIRECTED BY THE ENGINEER
EXISTING CONCRETE
PAVEMENT
EPDXY COATED DOWEL BARS
6" MIN. ON ALL FOUR SIDES
12"
COMPACTED CRUSHED SURFACING
TOP COURSE.
CUT AND PANEL REPLACEMENT DETERMINATION:
FULL CEMENT CONCRETE PANEL REPLACEMENT: FOR CEMENT CONCRETE SURFACE STREETS, THE
MINIMUM RESTORATION SHALL BE FULL PANEL REPLACEMENT, IF ONE OR MORE OF THE
FOLLOWING CONDITIONS EXIST:
*CDF BACKFILL MAY BE USED IN LIEU OF RESTORING EXISTING RIGID BASE AT THE DISCRETION OF
THE ENGINEER.
TYPICAL PATCH FOR RIGID PAVEMENT
PAVEMENT PATCHING
AND RESTORATION DETAIL
ADOPTED
CITY OF RENTON
♦ 1
STANDARD PLANS
LST DATE:04/04
DATE I REVISION BY PPR'D DWG. NAME: H033 SP PAGE: H033
0,777/.
FAir Ar
,. % � - F 7777.
1 I 1 1 T
1YPE 7 R SAARH;aLDE TYPE 3 L rlaomr �,uT �
�Bf*dCf Y7ARy00�2��
ROAD CLOSURE AT OTHER LOCATIONS 4, ONAL 6e,'
EXPRES AUT 5.2063
TYPE 3 BARRICADE
STANDARD PLAN N-2
all OF 2 SHEETS _
ADOPTED
CITY OF RENTON
4t i1 � STANDARD PLANS
LAST DATE: 05/29/2002
N �L
SP PAGE H41 S.1
BAND
OR
MOUNTING ON EXISTING
METAL rOLE OR LUMINAIRE
z4" MIN. 7
EDGE OF
;ALVANIZED BOLT WITH
GALVANIZED WASHERS,
NOTES
1. DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE
CONNECTIONS ARE INTENTIONALLY NOT SHOWN, BASE
CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS
THAT ARE 1N COMPLIANCE W)TH 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.
3. PERFORATED SQUARE STEEL POST SHALL MEET THE
REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06-
4, USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED
HARDWARE fttAT MEETS THE REQUIREMENTS OF WSDOT
STANDARD SPECIFICATIONS 9-06 AND 9-28.
EDGE OF TRAVELER
ROADWAY
90 30'�-y
FOR REFLECTORIZED SIGNS! MOUNT
FACING Y(degree) OUTWARD IF SIGN
IS WITHIN 30 FEET OF ROADWAY
SIGN FACE ORIENTATION
SIGN POST
4.
- s
LINE a LOWER SIGN ��5�15' IN CORNER BOLT
❑ POST SUPPORT c[rrK[ 31A' �IN) FLANGED
SHOULDER BOLT WITH
NUT AND WASHERS -
2�REQUIRED
_ (TYP.)
r FOR 5 CN POST
TYPE ST -4 SIGN SUPPORT
f
LOWER SIGN POST SUPPORT - 2.25"
(IN), 7 -GAGE, HOT -DIP GALV.,
INM. . HEAVY-DUTY ANCHOR
A
COMMERCIAL CONCRETE
MOUNTING ON METAL POST
SIGN MOUNTING ON SINGLE STD. PLAN- 129
PUBLIC WORKS METAL POST APPROVED: �6
i� DEPARTMENT (ADOPTED) (rte �� rV
ATC
NOTES
1. The Detectable Warning Surface (DWS) shall extend Ole full width of the am ramp,
DELECTABLE WMNING
B - C NLN. NAx landing, or other roadway entrance as applicable. Exception: If the Manufacturer of
CURB MMP, IANMNG, CUT- SS. URFACE (DWS) - the DWS requires a Concrete border around the DWS, a wmance of up to 2 inches
NOTE 9
�� A 1.s0• 240' TXRWGH OR NwuwakY on each side of the DWS Is pertnittetl.
2. The Detectable Warning Surface (DWS) shall be placed at the back of Curb, with the
A e p C GAIT asp• two leading comers of the DWS panel placed adjacent to the back of the Curb, and
with no mare than a 2 inch9aP between the DWS and the beck of the curb measured
D QX IMI' SACKOFcum -
T -11` MIN. -
atthe center of the DWS nal. the Don: If the Manufacturer 2 the selected hDWS
e
TRUNCATED DOME E 0.2• OT SEE NOTE 2 MP, qP ALLP
SECTION A APPLICADONS requires a cencrelB��er around meesureDWS, a vena comers
02 inches ane).
TauxcAreD noxa 9PAclxp 0 back of the Curb is permitted d at the leading f the DWS
SEE NOTE 3 SEE STANDARD SPECIFICATIONS 3. The, rOWB of truncated domes Shall be aligned to be pwperrc ler to the glade
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 cuae MPS MATCH TO WIDTH OF CURB RAMP
UNOING, CUT -THROUGH OR 5. If am and gutter are not present, such as a shared -use path Connection, the
I
wnukwAr Detectable Warning Surface shall be placed at the pavement edge.
d m DETECTABLE WARNING SURFACE DETAIL 6. See Standard Plane ,br sidewalk and curb ramp details.
LANDING OFFSET
CURB RAMP SEE NOTE a 7. If a Curb ramp h cramp a, the thin t e of the Detectable roaming Surface must be at
H,� the bottom of the ramp end within the required distance from Me reit.
WDTH OF
`Y ? wnukwAr ALKwAr J 8. When the grade break between the Curb ramp and the landing is Mea than or equal to
Ti
WALKWAY I WDT11 of cuT- 5 t. from the back of Curb at all points, place the Detectable Warning Surface on the
W THROUGH (TYPJ bottom of the cum ramp directly above the grade break.
r DETECTABLE WARNING
SURFACE (DWS)- OF
S
SEE NOTE 4 CURB RAMP H P)
BACK OF CURB
SINGLE DIRECTION CURB RAMP FLARE h h FLARE z -o` 2-c M
(GRADE BREAK BETWEEN CURB AND MIN.
S$ LANDING s 5 FT. FROM BACK OF CURB)
S (SEE NOIEe OEIECTMIE VW WING DETECTABLE WMNING _
LANDING BACK EENOTE OFCURS- SURFACE (Owe)- SURFACE(TYP.)-
DIRECTION OF SEE NOTE 2 SEE NOTE 3
SEE NOTES
TMVELWDTX OF CURB MMP RACK OF
CURB RAMP p SACK OF CURB - SEE NOTE TE2 2
PERPENDICULAR CURB RAMP SEE NOTE 2
WALKWAY WOT11 OF _
NNLKWAY (IEE NOTE s)
r -X MIN.
ISLAND CUT -THROUGH
- WDTX OF CURB MMP, pETEOTABLE WMNING
UNDIM.OR WALKWAY �RFP4�(TYP)"
SURFACE
WMNING SEE NOTES ct TMs„
" •• SURFACE WNRt1INSEE NOTES ••• •••• - }N.•
BACK OF CURB -SACK OF CURB -
SEE NOTE 2 z SEE NOTE 2 MEDIAN CUT -THROUGH
SINGLE DIRECTION CURB RAMP CTABLE b z h
DELEWARNIND b fi� WOTH OF SHMED- 01 b
(GRADE BREpK BEIYJEFN CURB AND BURFANE(DwS) USE PATH OR �A dap° 660 a�
LANDING > S FT. FROM BOCK OF CURB) SEE NOTES 4 a) NUU(WAY (IYP.)7 6J 1571 G�
(SEE NOTE SI SFONAL 6�
CURB MMP CURB MLP r> m
WpIxWAY UWDING WALKWAYIe•�
CNN OF CUT -THROUGH LSE Id 12M1a0.29Pa
wALxwpr DETECTABLE WARNING
.96
ROUNDABOUT SPLITTER SURFACE
ISLAND PAVEMENr SHOULDER
av1 FDoF STANDARD PLAN F-45.10-02
mm
SHEET10F1 SHEET
DELECTABLEWARNING DETECTABLE YNRNING MPROVED FOR PUBIJ 1014
BACKOFWT SURFACE(UNS) - SEE NOTES IIt••::Illll PMH OR SURFACE (OPS)- A.0 e
SEE NDTE 2 wim OF YMLKNNY SEE NOTE316 5 Ts _
MDINa
PARALLEL CURB MMP PEDESTRIAN RAILROAD CROSSING PLACEMENT GUIDELINES SHARED -USE PATH CONNECTIONw"N+N6"�ax. P.F.,x.."•r*-a-N"
6EE NOTE n
Less than ten (10) yrs old
Ten (10) yrs or older Additional
Requirements
Local Access
Nunn
without Bus Route
No
No
Local Access with Bus
Yes
Yes
Route
FIELDBOOK: NA
PAGE: NA
Intersection (All
Yes
Yes Plus one panel beyond
Streets
SHEET:11 oF:19
the curb return
40% Removal
Yes
Yes
Excellent Condition
(based on visual and/or
Yes
Yes
non-destructive testing)
Principal, Minor,
Yes, If twenty-four (24)
Yes, If twenty-four (24)
Collector Arterial and
square feet or more of
square feet or more of
all streets in CBD
any panel needs to be
any panel needs to be
and all bus route
patched
patched
*CDF BACKFILL MAY BE USED IN LIEU OF RESTORING EXISTING RIGID BASE AT THE DISCRETION OF
THE ENGINEER.
TYPICAL PATCH FOR RIGID PAVEMENT
PAVEMENT PATCHING
AND RESTORATION DETAIL
ADOPTED
CITY OF RENTON
♦ 1
STANDARD PLANS
LST DATE:04/04
DATE I REVISION BY PPR'D DWG. NAME: H033 SP PAGE: H033
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1YPE 7 R SAARH;aLDE TYPE 3 L rlaomr �,uT �
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ROAD CLOSURE AT OTHER LOCATIONS 4, ONAL 6e,'
EXPRES AUT 5.2063
TYPE 3 BARRICADE
STANDARD PLAN N-2
all OF 2 SHEETS _
ADOPTED
CITY OF RENTON
4t i1 � STANDARD PLANS
LAST DATE: 05/29/2002
N �L
SP PAGE H41 S.1
BAND
OR
MOUNTING ON EXISTING
METAL rOLE OR LUMINAIRE
z4" MIN. 7
EDGE OF
;ALVANIZED BOLT WITH
GALVANIZED WASHERS,
NOTES
1. DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE
CONNECTIONS ARE INTENTIONALLY NOT SHOWN, BASE
CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS
THAT ARE 1N COMPLIANCE W)TH 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.
3. PERFORATED SQUARE STEEL POST SHALL MEET THE
REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06-
4, USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED
HARDWARE fttAT MEETS THE REQUIREMENTS OF WSDOT
STANDARD SPECIFICATIONS 9-06 AND 9-28.
EDGE OF TRAVELER
ROADWAY
90 30'�-y
FOR REFLECTORIZED SIGNS! MOUNT
FACING Y(degree) OUTWARD IF SIGN
IS WITHIN 30 FEET OF ROADWAY
SIGN FACE ORIENTATION
SIGN POST
4.
- s
LINE a LOWER SIGN ��5�15' IN CORNER BOLT
❑ POST SUPPORT c[rrK[ 31A' �IN) FLANGED
SHOULDER BOLT WITH
NUT AND WASHERS -
2�REQUIRED
_ (TYP.)
r FOR 5 CN POST
TYPE ST -4 SIGN SUPPORT
f
LOWER SIGN POST SUPPORT - 2.25"
(IN), 7 -GAGE, HOT -DIP GALV.,
INM. . HEAVY-DUTY ANCHOR
A
COMMERCIAL CONCRETE
MOUNTING ON METAL POST
SIGN MOUNTING ON SINGLE STD. PLAN- 129
PUBLIC WORKS METAL POST APPROVED: �6
i� DEPARTMENT (ADOPTED) (rte �� rV
ATC
NOTES
1. The Detectable Warning Surface (DWS) shall extend Ole full width of the am ramp,
DELECTABLE WMNING
B - C NLN. NAx landing, or other roadway entrance as applicable. Exception: If the Manufacturer of
CURB MMP, IANMNG, CUT- SS. URFACE (DWS) - the DWS requires a Concrete border around the DWS, a wmance of up to 2 inches
NOTE 9
�� A 1.s0• 240' TXRWGH OR NwuwakY on each side of the DWS Is pertnittetl.
2. The Detectable Warning Surface (DWS) shall be placed at the back of Curb, with the
A e p C GAIT asp• two leading comers of the DWS panel placed adjacent to the back of the Curb, and
with no mare than a 2 inch9aP between the DWS and the beck of the curb measured
D QX IMI' SACKOFcum -
T -11` MIN. -
atthe center of the DWS nal. the Don: If the Manufacturer 2 the selected hDWS
e
TRUNCATED DOME E 0.2• OT SEE NOTE 2 MP, qP ALLP
SECTION A APPLICADONS requires a cencrelB��er around meesureDWS, a vena comers
02 inches ane).
TauxcAreD noxa 9PAclxp 0 back of the Curb is permitted d at the leading f the DWS
SEE NOTE 3 SEE STANDARD SPECIFICATIONS 3. The, rOWB of truncated domes Shall be aligned to be pwperrc ler to the glade
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 cuae MPS MATCH TO WIDTH OF CURB RAMP
UNOING, CUT -THROUGH OR 5. If am and gutter are not present, such as a shared -use path Connection, the
I
wnukwAr Detectable Warning Surface shall be placed at the pavement edge.
d m DETECTABLE WARNING SURFACE DETAIL 6. See Standard Plane ,br sidewalk and curb ramp details.
LANDING OFFSET
CURB RAMP SEE NOTE a 7. If a Curb ramp h cramp a, the thin t e of the Detectable roaming Surface must be at
H,� the bottom of the ramp end within the required distance from Me reit.
WDTH OF
`Y ? wnukwAr ALKwAr J 8. When the grade break between the Curb ramp and the landing is Mea than or equal to
Ti
WALKWAY I WDT11 of cuT- 5 t. from the back of Curb at all points, place the Detectable Warning Surface on the
W THROUGH (TYPJ bottom of the cum ramp directly above the grade break.
r DETECTABLE WARNING
SURFACE (DWS)- OF
S
SEE NOTE 4 CURB RAMP H P)
BACK OF CURB
SINGLE DIRECTION CURB RAMP FLARE h h FLARE z -o` 2-c M
(GRADE BREAK BETWEEN CURB AND MIN.
S$ LANDING s 5 FT. FROM BACK OF CURB)
S (SEE NOIEe OEIECTMIE VW WING DETECTABLE WMNING _
LANDING BACK EENOTE OFCURS- SURFACE (Owe)- SURFACE(TYP.)-
DIRECTION OF SEE NOTE 2 SEE NOTE 3
SEE NOTES
TMVELWDTX OF CURB MMP RACK OF
CURB RAMP p SACK OF CURB - SEE NOTE TE2 2
PERPENDICULAR CURB RAMP SEE NOTE 2
WALKWAY WOT11 OF _
NNLKWAY (IEE NOTE s)
r -X MIN.
ISLAND CUT -THROUGH
- WDTX OF CURB MMP, pETEOTABLE WMNING
UNDIM.OR WALKWAY �RFP4�(TYP)"
SURFACE
WMNING SEE NOTES ct TMs„
" •• SURFACE WNRt1INSEE NOTES ••• •••• - }N.•
BACK OF CURB -SACK OF CURB -
SEE NOTE 2 z SEE NOTE 2 MEDIAN CUT -THROUGH
SINGLE DIRECTION CURB RAMP CTABLE b z h
DELEWARNIND b fi� WOTH OF SHMED- 01 b
(GRADE BREpK BEIYJEFN CURB AND BURFANE(DwS) USE PATH OR �A dap° 660 a�
LANDING > S FT. FROM BOCK OF CURB) SEE NOTES 4 a) NUU(WAY (IYP.)7 6J 1571 G�
(SEE NOTE SI SFONAL 6�
CURB MMP CURB MLP r> m
WpIxWAY UWDING WALKWAYIe•�
CNN OF CUT -THROUGH LSE Id 12M1a0.29Pa
wALxwpr DETECTABLE WARNING
.96
ROUNDABOUT SPLITTER SURFACE
ISLAND PAVEMENr SHOULDER
av1 FDoF STANDARD PLAN F-45.10-02
mm
SHEET10F1 SHEET
DELECTABLEWARNING DETECTABLE YNRNING MPROVED FOR PUBIJ 1014
BACKOFWT SURFACE(UNS) - SEE NOTES IIt••::Illll PMH OR SURFACE (OPS)- A.0 e
SEE NDTE 2 wim OF YMLKNNY SEE NOTE316 5 Ts _
MDINa
PARALLEL CURB MMP PEDESTRIAN RAILROAD CROSSING PLACEMENT GUIDELINES SHARED -USE PATH CONNECTIONw"N+N6"�ax. P.F.,x.."•r*-a-N"
6EE NOTE n
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by U,5. SO5TAL 5EMCE .
SURVEYED: SCALE:
BEYLER CONSULT.
DESIGNED: NTS
DTY/KRD
DRAWN:
DTY/KRD ONE INCH
CHECKED: AT FULL SCALE
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NO REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
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51DE VIEW
ti 1�NbcRu000 DELIVERY 6tIQ
COLLECTI0M 5OX UNIT
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
U.S.P.O. Neighborhood Delivery and
Calledion Bax Unit (Mailbox) Installation
ADO-PTED
Cl OF RENTON
t z • STANDARD PLANS
LST DATE-.1"Aug-87
DWG NAME: HR -06 SP PAGE: H026
4/25/18
c
BEYLER
CONSULTING
CONTACT
phone: 253-301-4157 OFFICE
fax: 253-336-3950 5920 100TH ST SW, STE 25
beylerconsulting.com Lakewood, WA 98499
R-39241 1
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
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(Fitz -James 04/30/2018 ~
CITY OF BOUN SHORT PLAT
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RENTON CONSTRUCTION PLANS
LUA16-000124, SHPL-A, U16-006297
Planning/Building/Public Works Dept. GRADING/PAVING/STORMWATER COR STANDARD DETAILS
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TWD 1'1 ZF GA57 U1 MT VALVE � WITH LUG
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HINDRANT LDCATION! IN, QUIT OR Ful_UL
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r- 4,' 2'-7"MAA. M1nJ, 5'_V' CLEAP MCM
- -I MOUNT ON MDC5TAL
PROVIDED W ITN N.D.C.
B.U. UWIT"
I
T-____PLAPIT1W 7121ISG WlM
O TO VAalABL F-
AtJCIl[ Q 50L -T
FATTEau PER M.D.3Ie" x FULL DEPT14
x FULL DEPTI� C-1.0 PEaE15TAu C@ �cPAfJ51DAi J(�IIJT
TEM PLATE .
exI7A�IsION sol Krr
9 .
w
FPDMT MEW
�IUTr~5
I, INt5rALLATION OF N.D.C'5.U. INCLUOIhG
C0H5T9UTI0N GF DOE WILL fit PVNS
by U,5. SO5TAL 5EMCE .
SURVEYED: SCALE:
BEYLER CONSULT.
DESIGNED: NTS
DTY/KRD
DRAWN:
DTY/KRD ONE INCH
CHECKED: AT FULL SCALE
DRB IF NOT ONE INCH
NO REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
DRB
WAL fL
• 1
tti .
..I � .
51DE VIEW
ti 1�NbcRu000 DELIVERY 6tIQ
COLLECTI0M 5OX UNIT
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
U.S.P.O. Neighborhood Delivery and
Calledion Bax Unit (Mailbox) Installation
ADO-PTED
Cl OF RENTON
t z • STANDARD PLANS
LST DATE-.1"Aug-87
DWG NAME: HR -06 SP PAGE: H026
4/25/18
c
BEYLER
CONSULTING
CONTACT
phone: 253-301-4157 OFFICE
fax: 253-336-3950 5920 100TH ST SW, STE 25
beylerconsulting.com Lakewood, WA 98499
R-39241 1
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
D
N
T
C)
C)
T
J
(Fitz -James 04/30/2018 ~
CITY OF BOUN SHORT PLAT
,Ri
RENTON CONSTRUCTION PLANS
LUA16-000124, SHPL-A, U16-006297
Planning/Building/Public Works Dept. GRADING/PAVING/STORMWATER COR STANDARD DETAILS
J
I-
O
DATE:
12/14/2017
=
FIELDBOOK: NA
PAGE: NA
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DRAWING NO:
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SHEET:11 oF:19