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A CURB RAMP WIDTH 4'. Cr MIN. LANDING TO MATCH A NOTES
R CURB RAMP WIDTH - SEE CONTRACT PLANS 1. Provide a Separate Curb R
= I LANerN�c4Mo Cum. r amp for each marked or unmarked Crosswalk
a 1 WIDTH -SEE MATCH
CU PLANS Curb Ramp location shag be placed wifhtn the width of the associated
crosswalk or as shown M the Contract Plans.
LANDING GRADE BREAK LANDING
n GRADE BREAK SEE CONTRACT PLANS - CURB RAMP GRADE 13REAK 2- Where "GRADE BREAK" is caped out, the entire length of the grade
I 4'- 0" MIN. CEMENT CONCRETE SIDEWALK - 1 break between the two adjacent surface planes shag be flush.
SEE CONTRACT PLANS - \ I SEE NOTE 5
4' - 0' MiN. PROVIDE SMOOTH 3. Do rot place Gratings, Junction Boxes, Access Covert, or other appurts-
�+
CEMENT CONCRETE ( TRANSITION TO'
nances in front of the Club Ramp or on any part of the Cub Ramp or
SIDEWALK - SEE NOTES SIDEWALK SEE CONTRACT PLANS - SEE CONTRACT PLANS - Landing.
1 WIDTH (TYP.) 4'- 0" MIN. 1 MIN
I 4' - 0• MIN.
2.0° MAX. l , 2.a9 tsAx 1 4. See the Contract Plans far the curb design specified. See Standard Plan
FLARE (TYP.) 318" EXPANSION F-110.12 for Curb, Club and Gutter, Depressed Curb and Gutter, and
Circe RAMP D
JOINT (TYP.) - SEE o SUFFER RAMP (TYP.) Pedestrian Curb details.
WIDTH -MATCH TO
SAE" EXPANSION CURB RAMP STANDARD PLAN F-30.10
JOINT (TYP.) - SEE I v,' i Vll S. See Standard Plan F-30.10 for Cement Concrete Sidewalk details.
STANDARD PLAN F-30.10 GRADE `��•
BREAK TRANSITION TO SIDEWALK BUFFER, IF "•. Seg Contract Plans for Width and placement Of sidewalk.
GRADE BREAK PRESENT OR TO BACK OF CURB (TYP.) •-
1D.09y = SEE CONTRACT PLANS �,• S. The Bid Item "Cement Concrete Curb Ramp Type -" does not include
MAX :: 10.okMAX ,� adjacent Curb, Curb and Gutter, Depressed Curb and Gutter,
" the
Pedestrian Curb, or Sidewalk.
CURB. OR CURB --�_ - - CEMENT CONCRETE
AND GUTTER- �J CURB, OR CURB
SEE NOTE AND GUTTERPEDESTRIAN CURB - 7• The Curb Ram ma dmurn running slope shall not require the ramp length
DETECTABLE WARNING SURFACE - SEE NOTE 4 SEE NOTE 4D 1 110 eXCB@d 15 -feat 110 avoid chasing the slope indefinitely when Connecting
SEE STANDARD PLAN F•45.10 DETECTABLE WARNING SURFACE - t0 Steep grades. When applying the 15 -foot maximum length, the running
FACE OF CURB --- : FACE OF CURB I SEE STANDARD PLAIT F-45.10 slope of me Curb Ramp shall as flat as feasible..
MEASURED PARALLEL - DEPRESSED CURB AND GUTTER.- : `- DEPRESSED CURB AND GUTTER 8• Curb Ramp, Landing, and Flares shall receive broom finish. See
TO CURB (TYP.) CROSSWALK SEE NOTE 4 CROSSWALK Standard Specifications 8-14.
L L LEGEND
SLOPE IN EITHER DIRECTION
I
PLAN VIEW PLAN VIEW
TYPE PERPENDICULAR A TYPE PERPENDICULAR B
DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) CEMENT CONCRETE DETECTABLE WARNING SURFACE -
SEE STANDARD PLAN F46.10 PEDESTRIAN CURB - SEE STANDARD PLAN F45.10
4' - O" MIN. 15' - O" MAX.
GRADE BREAK SEE NOTE 4 /
SEE CONTRACT PLANS SEE NOTE 7
SLOPE TREATMENT - COUNTER SLOPE -
SEE STANDARD PLAN F-30.10 GRADE BREAK / 5.0% MAX. 3" R. TYP. DEPRESSED CURB AND GUTTER -
2.0% MAX. SEE NOTE 4
8.3% MAX, TOP OF ROADWAY ' 6
' • . •
CEMENT CONCRETE CURB Y ATRIC' i$�
LANDING • CURB RAMP �,-a AND GUTTER - SEE NOTE 4 O A� of IIASA)j a
DEPRESSED CURB AND GUTTER -
SEE STANDARD PLAN F-10.12 A
CURB RADIUS DETAIL O m - '••� $
SECTION Os r
CEMENT CURB "TYPE�� 34363
PERPENDICULAR B' CONCRETE
AY LIMIT - SEE NOTE 6 AESs`4GI Sits:
/ANAL B 41i?
Irl
PERPENDICULAR
CURE RAMP
STANDARD PLAN F-40.15-02
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
Pasco Bakotfch 1fl 6/20/13
ISOMETRIC VIEW ISOMETRIC VIEW ""TE°'�ONeN�u'�'+ DAA
TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR a PAY LIMIT wade"gree state Department or Ttan°pertnNen
A. -J NOTES
! A �� 1. The Detectable Waning Surface (DWS) shall extend the full width of the
DETECTABLE WARNING Curb ramp (exclusive Of flares) Or the landing
I CURB RAMP, LANDING, CUT- r- SURFACE (DWS) •• 2• The Detectable Warning Surface shall be placed at the back of curb, and
THROUGH OR WALKWAY SEE NOTE 3
/--\ ` need not follow the radius
- E / \ MN. MAX.
t- A 1.50^ 2.40^ 3. The rows of truncated domes shall be aligned to be perpendicular to the
Y (1 grade break at the back of curb.
A 6 (..� p . _..� B 0.65" - BACK OF CURB - 2'.0 MIN. - 4. The rows of truncated domes shall be aligned to be parallel to the
r C 045" 0.90" SEE NOTE 2 , TYP. OF ALL g
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TRUNCATED DOME ,:;,,;/ ] �t APPLICATIONS
_._._._._ ___.__. _ _ D o.9^ 1.40" 5. If curb and utter are not present such as a shared -use path connection
SECTION O E 0.2" 0.2' ~- 9 P t
the Detectable Warning Surface shall be placed at the pavement edge,
SEE STANDARD SPECIFICATIONS FOR 8. See Standard Plant for sidewalk and curb ramp details.
COLOR OF SURFACE
CURB AND GUTTER , MATCH TO WIDTH OF CURB RAMP. 7. 1f a Curb ramp is required, the location of the Detectable Warning Surface
TRUNCATED DOME SPACING LANDING, Cur -THROUGH OR must be at the bottom Of the ram and Wllhln the required distance from
SEE NOTE 3 o Y ; TRUNCATED DOME DETAILS WALKWAY the rail p
DETECTABLE WARNING SURFACE DETAIL
8, When the grade break between the curb ramp and the landing is less than
LANDING OFFSET �i or equal to 5 ft. from the back of curb at all points, place the Detectable
CURB RAMP SEE NOTE B Warning Surface on the bottom Of the Curb ramp.
-- - WIDTH OF LANDING
WALKWAY WALKWAY
i WALKWAY -; WALKWAY WIDTH OF CUT -THROUGH
(TYP.) I WIDTH OF CUT -THROUGH
y, DETECTABLE WARNING `� TYP.)
�- SURFACE (CHIS)
SEE NOTE 4 CURB RAMP
z BACK OF CURB Y ` �� 2'.0" MIN
SINGLE DIRECTION CURB RAMP FIARF .; FIARF 2--g-
(GRADE
-D" \
(GRADE BREAK BETWEEN CURB AND """' " �� MIN,
\\
LANDING s 5 FT. FROM BACK OF CURB) i
(SEE NOTE a) DETECTABLE WARNING ~
/ L DETECTABLE WARNING
LANDING BACK OF CURB - SURFACE (DWS) - BACK OF CURB -
o ( DIRECTION OF SEE NOTE 2 - SEE NOTE 3 SURFACE (TYP) - -- SEE NOTE 2
W � 1 SEE NOTE 3 '�-
❑ rrr--- TRAVEL 1 � \ "�•�
I WIDTH OF CURB RAMP
CURB RAMP � rYd I � BACK OF CURB--
_ SEE NOTE 2 ter•••,•. y _ p MIN.
WALKWAY WIDTH OF PERPENDICULAR CURB RAMP I i
�� WALKWAY (SEE NOTE 6)/
_ ISLAND CUT -THROUGH '
WIDTH OF CURB RAMP, \ Eg
DETECTABLE WARNING N. ••••• -,
C
LANDING. OR WALKWAY �IAiRj(+ #o
SURFACE (TYP.) - \ r oT WAS/,
-" /DEECTABLE WARNING SEE NOTE 3
SURFACE (OWS) -SEE NOTE 3 L,--� ( :: ` �` MEDIAN CUT -THROUGH at yr� w J'�
BACK A�CURD�-
SEE
BA11"K OF CURB - -jJ NOTE 2 b z y 1 I SEE NOTE 2 0
SINGLE DIRECTION CURB RAMP DETECTABLE WARNING b ry irt �' vulDTn of SHARED w g s
(GRADE BREAK BETWEEN CURB AND SURFACE (DWS) - z L_- i ! +USE PATH OR - o `p3 436s Q 4 gg
LANDING > 5 FT. FROM BACK OF CURB) SEE NOTES 4 & 7 Z TD ! i WALKWAY (TYP.) �cpJ A G1,RT Gt e 8
(SEE NOTE 6) 1 _' Sf 0* 1
CURB RAMP CURB RAMP t NAL
IITi
WALKWAY LANDING WALKWAY I --- _ g I l' � P.
to
S 1 WIDTH OF CUT -THROUGH SHARED -USE
(rYP.)
I y } PATH OR DETECTABLE WARNING
I : WALKWAY
t I / A ROUNDABOUT SPLITTER SURFACE
h ISLAND PAVEMENT SHOULDER
RAIL J/f Aft EDGE /T STANDARD PLAN F-45.10-01
zo
J - SHEET 1 OF t SHEET
i DETECTABLE WARNING : -��- - DETECTABLE. WARNING. APPROVED FOR PUBLICATION
BACK OF CURB _ SURFACE (DWS) - SEE NOTE 3 �` PATH OR SURFACE (DWS) � -
SEE NOTE 2 WIDTH OF WALKWAY SEE NOTES 4 & 5 Pasco Bekotfch /it 06/21/12
-HDI G '. - :.. : STATE cedar eaaNe.N DATE
PARALLEL CURB RAMP PEDESTRIAN RAILROAD CROSSING SHARED -USE PATH CONNECTION WaNnWen Sree oeO.rNnent of TransDert~
(SEE NOTE 6) PLACEMENT GUIDELINES
� NOTES
1, Dimensions for ft parts used to assemble the !base c0n-
I a.> Intentionally t h
slr� Pc�sr - x 1114 (I:N) i.... ..............
nektons a . °Ao shown, Base o1)nnectl0ns are
V
SIGN PANEL patented manufactured products fhat are in compliance wtith
SQUARE, 12 -GAGE NCHRP 350 crash teat criteria. The base connection details
STEEL TUBE l SIGN SERGE. WI4Et4 / are shown on• this plan only to Illustrate how ft parts are
RtEt7URRED -see
assembtATd.
aTD. PLAN ra•50.10
s,
s..... „ ,
DR£VE RIVET .� T" r". SIGN r'C}ST - 2` (IN) OR � � ..: � ...... ......-. For H1 . refer to the Sign Spectl)catlort Sheet In, the Contract:
2.
s1r..N s T 2 €1N) LT WITH NER . : o 2 aro• OM SQUARE, ..., >i � ° « N
OR 2 114" (IN) SQUARE. aa. I
BOLT WITH NUT . �r w 12 -GAGE STEEL TUBE ;s w:w .3, A '2" (in) post with a 2 1/4" (in) PSST anchor or a
t- AND WASHERLS - SIGN POST - 2 1152" (IN) 2 114" (in)
e2GAC�ESTfEL fUi3E ; O y
Two RLOU:Ilt. .Ei y O } ' ; :i m SWARF; 12•GAG _• z fiat with a 2 tt�" (in) Pa�ST anchor may
STEEL TUBE N be substituted. See Contract Plans.
a,u (SEE f;
TORN OF Ct}6VVI R is t ! rwrE 3) ' 4. Perforated square steel past shall meet the requiremento of
w: Bc UARE TUBE : F_ / iI .... .... M
FINISHED i '" Sfandard Specification 9.06.
ee
FINISHED ) : m BOTTOM
GROUND .:,. : � �;� FINISHED 1 ; =L � p{ GROUND s i}� �
OF SIGN � � � 5. Use Ditty base c0ltttecti0rt manufacturer sir plied haTdWaro
LINE \ i ° GRO€1NO w t { I+ ? LINE ar . P
i '• UNK f; 1I TOP OF S that masts the requiroments of Standard Spocifioatiorts
. m €.'?r and 9.2E
RL•
STABILIZER FIN _..''
` BOLT STOP? CLEAN-0tlT BAR
FOR SIGN POST a GRC0UND ....> 7f�!St :® Ili
ANt ! TOR .. LINE
LOWER SiG!-0 POST LEG: ANGLE rrw� .T.., .... -w ....... NVLCIN'W.ASHER -
2 6 1 1 1 €< SUP�C41T 2 ttZ"!IN T 3' WHEN SIGN FACE RAS I
� YF At ...... • 3 SCPUARE, 12 -GAGE STEEL TUBE .....f TYPE ill, IV. Vill, OR
I...
T
ccOAPAALrED NATIVE tX SHEETING
€ BAT KFTLL MATFJ4IAL COMPACTED NATIVE ELEVATION a .pp 3118" (IN) HEX
BAC
KFIi L MATERIAL t t' (IN; D1AM STEEL _
BOLT STOP HEAD NUT
:- TYPE ST -3 SIGN SUPPORT € � FLAT WASHF..R �
DrAM:; DEAtf t ' (
FOR SIGN POST + 1>
t STS' (IN) OIAM N ,"f a :: a.
ELEVATION ELEVATION LOANER SIGN POST 3 1r2^ (IN) LONG D I" (IN) DIAsd.
SUPPORT -- 3" (IN), HEX WAD ROL T STEEL .Or'Y4
7 -GAGE, HOT -DIP GMLV., ✓ VVAS=IFR
TYPE ST -1 SIGN SUPPORT TYPE ST -2 SIGN SUPPORT ,. '`: ! HFAVY'-OUTYAANCHOR
•.,� L>T � , SIGN tYAsfiFL ' • r
a SIGN POST
1 ~ COMMERaAL CONCRETE (�
r ` DiAMM
TOE' OF SIGN 1 fa L I
TC> <)F e � : ELEVATION
DETAIL
SIC3N POET
f.. s ..... , v A
TYPE ST -4 SIGN SUPPORT
aLi E C ✓r. _.
r \�
I . SIGN POST
s - SIGN POST
SIGN PANEL "'"' � C s :y �PwI�US A'lgp��,
WEDGE ... SIGN POST
920.N POST
:1:ct',t
�.rsto
\ C
I fi Sli L SIGN SUPPORT
BOTTOM C e h SIGN a c S ` L'OWER SIGN . ; ~ i t Wfl- (IN) CORNER BOLT
TYPES ST. i ST -4
OF SIG14 ,... c € 7 POST f POST SUPPORT € CR �a• r,€NI FLAN€eED INSTALLATION DETAILS
G a ;yrs° 0 �. _FLEX BOLT W17tI NUT (... SHOULDER BOLT WITH (TY STANDARD PLAN 0-24.50-03U,�
D WASHr). P,) , NL7T ANO WASHERS -
VIEW t AD
r ANE.y 2 RFOUIRFO (TYP j StFET 1 OF 1 SHEET
✓ CLEAN OUT
i ' s LOWER SIGN c s Atr"I QR -
BAR
z � � P05TSUr'I'OA2T 1.,,.,1y` �.,. LEG ANGLE
� b,•�;tt" r'IJBL.ICm C>N
:�., APPROVED OR TI
[` i 31''-, BUT STOP
f T GTCIP Foil SIGN POST
...., r" FOR SIGN POST EA•s66,F8NE^fOt<'Et:F ..............�.:
:.,.
W.dFirgt.rr Snore t3eposlar.M OF Tsexspeq.tian
TYPE ST -1 TYPE ST -2 TYPE ST -3 TYPE ST -4
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
A. JO
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32
1 4
NAL
SE 1/4 SECTION 14, TOWNSHIP 23 N. RANGE 5 E, W.M.
THE ENCLA VE A T BR/DL E RIDGE
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X Y
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3/6" EXPANSION JOINT (TYP.)
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(SEE STD. PLAN F-3) 3' 0" 13' 1"
1
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CEMENT4' 0" 10' 9"
VARIES ^• 14' MIN. (SEE CONTRACT)
CONCRETE
SIDEWALK S 5' 0" 7' 8"
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DATE
APPR
APPROVED:
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BUFFER STRIP SEE NOTE 1 2' 6" 2' 6" CEMENT CONCRETE
(TYP,) E CURB & GUTTER
Y BID ITEM (SEE NOTE 3)
DRIVEWAY ENTRANCE
SIDE SLOPE (TYP.)
PLAN VIEW
CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 3
NOT TO SCALE
DRIVEWAY 5'-0" 6'-0" 1 DEPRESSED
(BY OTHERS) 1/2" R (TYP.) - �'1 CURB & GUTTER
(SEE NOTE 3)
3/6" EXPANSION JOINT (TYP.)
(SEE STD. PLAN F-3)
SECTION EO
VARIES VARIES - VARIES - 14' MIN.
2'6" to 0 2'6" to 0 (SEE CONTRACT) DRIVEWAY ENTRANCE
SIDE SLOPE (TYP.)
r- VARIES 6" to 0 'j BUFFER STRIP
SECTION O
CEMENT CONCRETE DRIVEWAY ENTRANCE
TYPES 1, 2, 3, & 4
Sheet 5 OF 6
GtiT Y p� ADOPTED
CITY OF RENTON
STANDARD PLANS
LST DATE: 04/04
DATE REVISION BY APPR DWG. NAME: F004-4 SP PAGE: F004.4
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j"x FULL DEPTH
EXPANSION JOINT
J .
ANCHOR BOL T -
PA TTERN PER
N. D. C. B. U.
PEDESTAL
TEMPLA TE
NO TES:
A c
d a
FRONT VIEW
'-4"1 2'-7" MAX. MIN. 5'-0"
CLEAR WD TH
MOON T ON
PEDESTAL
PROVIDED WITH
N. D. C. B. U. UNI T
WD TH I
0' TO VARIABLE j"x FULL DEPTH
6' EXPANSION JOIN T
WALK
Q p d 4 a' C
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1$- 6 ►.
1. INSTALLATION OF N.D. C.B. U. (INCLUDING
CONSTRUCTION OF BASE) WILL BE
DONE BY U.S. POSTAL SERVICE
NEIGHBORHOOD DELIVERY & COLLECTION BOX UNIT
N. D. C.B. U. TYPE / MAILBOX INSTALLA TION 16 BOX UNIT)
CITY OF RENTON STANDARD DETAIL H026 NTS
GUTTER LINE
�W LINE
4 a a
Q
4� _ I PLANTER
-'1 STRIP
FACE OF SIDEWALK
. 4
4
A 4 d
MAILBOX CONCRETE PAD DETAIL
STA. 13+28.70 ROAD A SCALE: 1--5
STA. 33+1380 ROAD B
1 CITY COMMENTS 11. 13.14
D.R. STRONG 2 CITY COMMENTS
CONSUL TING ENGINEERS 3 CITY COMMENTS
4 MYLARS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE, KIRKLAND, WA 98033 N 0. REVISION
O 425.827.3063 F 425.827.2423
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PELTSTRIAN CURB
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(' PRI• S;^sF0 Ct4SRB SECTiOrl
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CEMENT C0tECF�ETF`
TRAFFIC CURB
PEPRESSED CURB DF.T AIL
NOTES:
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1. DIAMOND-SHAPED SIGN WITH NINE RED RETROREFLECTI VE DEVICES, EACH WITH
A MINIMUM DIAMETER OF 3 INCHES, MOUNTED SYMMETRICALLY ON THE SIGN.
2. THE M/N/MUM MOUNTING HEIGHT, MEASURED VERTICALLY FROM THE BOTTOM OF
A TYPE 4 OBJECT MARKER TO THE ELEVA TION OF THE NEAR EDGE OF THE
TRAVELED WAY, SHALL BE 4 FEET.
TYPE 4 END OF ROADWAY OBJECT MARKER
(MU TCD OM4-1)
FUTURE
ROAD
EXTENSION
FUTURE ROAD EXTENSION SIGN
19 AJ
02.13.15
MAJ
SURVEYED`: is
kW
05.19.15
MA%j
DESIGNED:
' LP
141AJ
07.13.15
MAIJ
07.23.15
DRAWN: W
CHECKED:
BY
DATE
APPR
APPROVED:
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
Q47M
c► CITY OF
R-383810
RECOMMENDED FOR APPOVAL
BY: Date:
BY: Date:
BY: Date:
BY: /i%r Date:
7L2.�hf-
THE ENCLAVE AT BRIDLE RIDGE
10.03.14
-■ r_ r v I v I v PAGE:
ROAD AND STREET SIGN DETAILS
DRAWING N0:
Planning/Building/Public Works Dept. C10
U14005368 SHEET: OF:
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DRS PROJECT N0. 13117 A - N N N NIAI
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