HomeMy WebLinkAboutR-386806r
44
13932 SOUTHEAST 159TH PLACE
RENTON, WASHTNGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, RE,
A CURB RAMP MOTH 4'- 0" MIR LANDING TO MATCH A NOTES
0 CtIRB RAMP ftDrH - SEE GONTRACT PLANS CURB RAMP WDTH 4i'- 0"MIN. 1, Provide to Separate Curb Romp for each nvidtad or unmarked crosswalk.
9LANDING 70 MATCH CURB RAMP
9 I WIDTH - SEEGONTRACT PLANS Curb Ram, p location: shall be placed wimr- ft, width offtass ociaw
LANDING GRADE BREAK LANDING crosswalk or as shown in the Contract Plans.
GRADE BREAK 2� VA re "GCE BREAW Is called out the en&,e ienglih of the grade
GRADE BREAK SEE CONTRACT PLAN$ - CURB RAMP break belmeenft two a4seent surface planes shall be ftus'K
W-G"IMIM DEMENT CONCRETE SIDEWALK -
SEE CONTRACT PLANS SEE NOTE 5 Do not place Gratingrs, Junction Boxes, Access Covers, or other 4ppude
V - (r MIN. PROVIDE STDnanoes in front ofthe Curb Romp or an any p9tt of the Curb:Ramp or
CEMENT CONCRETE TRANSITION TO
SWIEVAALK - SSE NOTE 6 SIDEWALK SEE CGNTRACT PLANS - I MIN, SEE CONTRACT PLANS - Landing.
1AADTH 0YP,) 4" - IY' MIN. V - T M[hL
VAX. 4 See the Contract Plans for the curb design specified, See Stooftid- Plan
RE f FLA
W, EXPANSION F-10.42 for Curb, Curb and Crutter, DWessedCurb and Groner, and I T - BUFFER WIDTH - MATCH TO
JOINT (TYP.) - SEE CURB RANIP DEPTH (r(p,) Pedestrian'Curb details,
t CURB RAMP STANDAW PLAN F-30.10
5. See 61andard Plan F-30-110 for Cement Concrete Sidewalk details. JOINT (T)T-).- SEE
STAIUMAD PLAN FL-A-10 GRACE See Contract Plans for width and placement of sidewalk.
BREAK TRANSITtON TO SIDEWALK: BUFFER, IF _Sr
-AVE ORE '4T. -
OP OR TO 13ACK Of CURB (TYP-)
SEE 0 PLAN does not indudia The Bid Itern "Cement Concrete Curb Ramp Type
the adjacent Curb. Curb and Gulter, Depressed Cdrb er,
pedestrian Curb, or Sid&mWk
the CURB, OR CURB PEi�,EMENT CONCRETE
cum, O.R.-Om- PEDESTRIAN CURB - 7, The Curb Ramp maximum running slops e hall not require mmp length
SEE b*TE AND CUTTER - SEE NOTE, to exceed 1:54est to -mid chasing the slope indefinkely when connecting
0 CIABILE WARNING SURFACE - SEE NOTE 4,
FACE OF B-.'/ SEE STANDARD PLAN F45.40 1 1'11T11 1111 SURFACE - to steep grades. Ww applying the 154bot maximum length, the running
FACE OF CURB WE sTAkoARIJPLANF-W10 slope of the, Curb Ramp &hall as flat as (walble.
AMNIEL DEPRESSED CURB AND 13UTTER - DEPRESSIED CUIRel AND GtFTTER 8. Curb Ramp, Landing,and Flares shag receive broom See
GURB ow- 4 CROSSWALK SEE NOTE 4 CROSSWALK Siandard Specifications 8-114.
LEGEND
SLOPE IN EITHER DIRECTION
PLAN VIEW PLAIN VIEW
TYPE PERPSWCULAR A TYPE PeRPENDIQULARS
DETECTAW-F (SHOWN MTBUFFEM DETECTABLE WARNING $URFACE
I0QSIuRIFftQE CEMENT CONCRETE
PEOESTPAN CURB z SEE STANDARD PLAN F-4.10
4` - W MIN, IV -0! GRADE 13REAX SEE NOTE 4
�---+ -� CONTRACT PLANS 1 SEE AMt*
COUNTER SLOPE -
PE SLO TREA
6.0% MAk
SEE SrANDAROKAkf4MV GRADE 13RE* 3"R TYPI D1;V
210% MAX, I . , _ jEI> CUPIS AND Q
S: 4
C.
434% MAK TOP OF ROADWAY
AND OUTTMI- SFA,1`011 4
LOU I
N(3 01JR13 RAMP —
dEPRESSEDCURB AND GUTTER -
SEE STANDARD PLAN F-10,12 CURB PADIUS DETAIJ,
A. I
CEMENT CONCRETE, CUPWRA 2
I
PSRP5NOK;-ULARV-`PAYUMITMM$
A 1,
PERPENDICULAR.
CURS RAMP
STANDARD PLAN F-401.15-02
SHEET I OF I SHEET
Ar"PROVED FqIR po.ia
AN.
- - - - ............
TYK RP P, ."AR, A P4V !L wpArumirr
..............
4
27460
N A '12/09/2015 NO.
REVISED :PER CITY COMMENTS
REVISION
T'44R R is -
PUBLIC WTORtRo MENT CONCRETE DRIV AY
UEPARTWENT ENTRANCE TYPE RIB
Fos -NOTES STO, PLAN 1041
sm. P :Loci
0'
F"'49c W—, ',W Om
0
x
VI RATE
- - - - - - - - - - -
UrWll SLWPiCF AW out kumrmnft;
THE
*IkRFAX� ARI;AOFTNRE.QASESW��- �KAMT
ARJUSTMENT SECTION
ISM RGIE 4
BASE NECTMN
I'HF COVER 0A GRAT140 OF XCATCH 13ASM Sm" NOT
U111"A" KiN Ul: kg- 0A ledr-MR Drit'K,091
PLACED HAS BEI
WGRATMn NO
-05
S �-� 'm3 S NOT W, t
MORTAR SHAkt
Um. PabiArY.M. WHIM THE owd, r
TO
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............................... . .................. . . . ... ... ... .....
r , P 1. ff--. -IfIor�ys CATCH BASIN INSTALLATION M PW —:=00.
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'boa
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W (SEF N07F 7) --ij
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LIVITS OF Pipt ZONE
WOONS., MAIMA-L. OR
O.D.
Or op"
TOW 5-
MOW!" WWI.
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RE
SUPPORT UNCER BAF
UND
EXCEPT DIREiD-pLY
OwMa 8"NG IMATRIAL TJ 95% MAX, DENSITY
PIP -M}P ONLY.
41,PPE -STV LAr-,0,14 SHALL DE PER SEc'T'o0,N 7-0 OF E
'iNbARD, SPECIFICA-1,,.-N-S.
�T
15.JYWE ZONE k,tIA�LRIAL 9F "GRAVE71 " PAC - -KRU ' FOR
,Ni THE AGGPEGATEES SEC, 014 THE TAINIDARD
ast S OR PFA CRA1vT1--
:PWE MUST OE ANICHORED (N SUCH A MANNER AS TO ENSURE ,l LDW
UNE tS MAINTA',?',CO
7JWNCH "D7H SHAtt BE PER SECTION 2-094 OF THE
STANDARD SPE-MCA-HOW&
OR APPROVAL
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