HomeMy WebLinkAboutTED4003442.5NE 1 /4 OF SECTION 10, TOWNSHIP 23N, RANGE 5E, W.M.
BROOKEFIELD NORTH
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1/2 Y • EXPANSION IJ41TEP'I/ I_
P .AT JOIN IS
T . F� CAL A
I. ITEM
'T XPANSIOIA 644TEP.IAL >I
"F T JOINTS /
'Pd'-WIDTH OF SIDEWALK
1/2"X4 EXPANSION IdATERIAL
I !�••R AT JOINTS
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SCORE oi!FS
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CIdC CUP-e WIC {)UTTER
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1 J� i5' EXPANSION
/ IJ;'.TER AL CURE RETUPH
1/4'/FT SLOPE Oh_ -
J I;2`R ` 1/1'/FT SLOPE
4 / /2 R
AVFMEINT ES PEP, PLANS
q" 1 ; PAVEMENT AS PEP. PLANS
T JJDARO CEIJ COIJC PARIrwA STALDA RL CEIJ
.UPE AIvD COTTER P. CDbIC CURE AND
GUTTER
SE�7IC)rd ^-a SECTIkIi'l B-E
SEE SHEET 2,1 LJR ROADWAl DEVEL0rkIEHT ;7E.1,10J,RDS
GENERA_
OrITS GNTSS', I,. BE PLACED IIC1 lO EVCEEO 15 ./C IIOR LESS in AN 10 :.'C THE{' SHALL
O B_ i.c 5 T L II. 1N,CKNESE AND SVA.I BE EI"IICED ?" BELOW THE GU-- HE 1/2'
ll THRJ JDIrI'S SHALL B= RLr,CED A' AL1 COLD u01,: i5 A.5 DIRECTED BY ENGNIEER •:ID SHr. L E..,1" 1
1EI,11 CONCRETE
WHERE THE SIDE WALK IS TO BE PLACED AC.II15� lLr_ CU n'B AND GUTTER THE JOIN' SH,_LL BE t. CO'.D
JOINT 1/7•a `." [>'.:'A,JS,ON MATERIAL SHALL BE LA ED r;-OL+ V C 5 TO P i'S AT ALL CURB FCiURNS
I,2e 4 EXPA14SI011 ILATEP.IAL SHALL BE PI CED A EicRY rOURTH SIDEWALK PANEL
1'HE COLICP"c TE MIX FOR SIDEWALKS Sr,Ati CONFDRIIt ID IHE REQUIRCMENTS OF CLASS 9 13i4 1 WI111 AIR
E I:TR AINN-I!T
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THE CONCRETE SHALL LAZE A BROOIt FINISH vn TH EDGES HIVING EDH<.VING A 2 1/2 TOOLED Fit IISH
SIIBCFADE COMPACTION SHALL BE 90ii (HODIi'IED RROCIOR)
30'
TYPICAL SIDEWALK
ADOPTED
CN'1' OF RENTTON
IH
STANDARD PLANS
LST DATE.04/04
DWG 10'.UE, F007 SF PAGE F007
JI
DEIE ' 1,ELE :NAPNING
1 c4 TnnN ;SEE DETAIL)
',,'5•-XPANSIOH 0
.aln1T (TAP)
(SEE S:D FLAN
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CROSSWALK (TYP )
` (SEE STD. PLAN H-ic)
PLPLN
ODE, VJ r,LI< 8a1J,P Tl'P IA
/z L_l :F„NSI, IN
r $ I __E STD PLAN F 3)
�> Oil O CETEC .ABLE WARNING
\ — F=.TTLRII (SEE DETAIL)
of
f �1_
111
tETK
'i Q PjIO'• _ • t-EL -T0 'I -All H-sc)
SOMEIRIC VIEW (' L1r GETAII
FOR SIDEV ALK PAIdF
T" _16 lc� iD
I Avoid placing drainoge =_,ruclu es. junction bo>.e=_ of co- otc tLuCL - n R 1 C4 mp acce=s of .as
LDetectable -whir,a patterns may be creofed by any ni.0-d ihal .11I ach-eve The .runcoted dome
ens Ons and spacing Shawn
3 Corb CHO gaiter shown. see the .ontroct Plans for Ore cub design s(ecined See SIC[ Pion F-I for curb
del ails
4 The pion views ill SIDEWALK RAIAP TYPES IE. IC s: ICIare prcvided is dallne each r-mP type See the
Pion F-'I f yr IL. 'uinl IDcement and de(olts
RAL1P DETAIL an 1rh sheet Sez Sid a _ ar s'de. a 1- P
5 RrnTo slope: s net be steeper .han 12H.1A1 SIDEWALK RAMP
6 The designer shoo provide to the City the curt ramp typelocationelevations. and profiles On the TYPES IA. 1D, 1C & ID
So
plans of each of the curb romps v,ithih the project area the prollles shall provide crouch SHEETI OF 3
inlor,rot or to dc.e r-.rne the crass slopes and run. ,,g sLapes of each curb ramp and will bz checked for ADA
comphance R^p ADOPTED
A /)1 City OF RENTON
STANDARD PLANS
LST DATE. 04/04
9 �3 /20Dc Atl�:O�Jc, c _ DCV JF
G.
GATE ,. _ REVISION Ei IAPPR' DWNAME: FO10 SF FADE. F010
30' R.O.W. HALF WIDTH
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0- 5.5' PLANTER 5' CEMENT
w 6" CONCRETE t6•2 SLOPE
TYP PX
a 0 SIDEWALK
VARIES (MATC EX.) 02 FT. FT. �. //
/ /� OVEREXCAVATE EXISTING
A DITCH & SHOULDER AREA
2" COMPACTED D (�� \ CEMENT CONCRETE S�BP BASE.
DE SUITABLE
DEPTH CLASS B / CURB &GUTTER
ASPHALT CONCRETE CATCH BASIN &STORM
NOTE: CONTRACTOR SHALL MATCH
SEWERS (TYP.
EXISTING PAVEMENT CROSS SECTION ON
HOQUTAM AVENUE NE, BUT SHALL NOT 4" MIN. COMPACTED DEPTH
BE LESS THAN WHAT IS SHOWN. ASPHALT TREATED BASE
HOQUTAM AVENUE NE SECTION
±19.8'
Call 2 Working Days Before You Dig
1-800-424-5555
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
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LkIVDIIdG 041
CE1,4EETT 111 'E IE _ � / �
iCEly LI` /D Erl_ Eu
DETECTABLE Wh' FLJING �� — Li E & GAITER
PF,TTFFH (SEE DETI'TL) (SEE ITD E 3)
SECTIOP!
6'-0" hAIhI
u,
TOP OF
_5r.
�f ROADWAY
f
CEI✓IEtIT I.CII•dCFETE
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1DENl=.LI<.
EIII '.:i_II ATE
-�D
3EL: TIuhl E ISEE NOTE
10 - 0' LAIN
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CEMEIIT r011CPETE
_
;IDEN'l-.U1
CEL/.EldT ,_Vf!(E'ETE
— - CURB & GUTTER
c (SEE NOTE 3)
TI `II! l
SIDEWALK RAMP
TYPES IA, IB. iC & 1D
SHEET 2 of 3
-_- ADOPTED
CITYOF RENTON
oSTANDARD PLANS
i
IST DATE 04 /04
I
1 e'. 1,.C, o l
DWG I•IANhE F010- I SP PAGGE. FC110 1
35' R.O.W.
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26' (MIN.) TOTAL PAVEMENT WIDTH x n 0
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5' CEMEN-
6" CONCRETE
TYP IDEWALK
SAWCUT 1' 02 T. F
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h:(DIUS FCI. T OF ,..n
BACK
PLAN
SIDEWALK PAMP__TiPE 1
PLAID
SIDEWALI: R4I,E1' 1'I^E ID
_ DETECTABLE WARhuNG F TIERN AREA
I11I S-ALL BE -IELLCIW. IN COMPLIANCE
B I�WITH STG
ri
— - 7J/
MAX
E 1 1/2
7/16
/ SEE rtA1.SP DETAIL \
I
CAT�L ,QIALS fSL� NCTt FI
ELE VATIpL1 DETECT .I3L=WARNING PATTERN DETAIL
PI AN
SI 'cWAL h; RAMP T rE
t1.8' R.O.W
DEDICATION
2(^ 1 CEMENT CONCRETE
" COMPACTED
CURB & GUTTER
DEPTH CLASS B
ASPHALT CONCRETE �� CATCH BASIN & STORM
NOTE: CONTRACTOR SHALL MATCH SEWERS TYP.)
EXISTING PAVEMENT CROSS SECTION ON
NE 11TH CT., BUT SHALL NOT BE LESS 4" MIN. COMPACTED DEPTH
THAN WHAT IS SHOWN. ASPHALT TREATED BASE
NE 11 TH COURT SECTION
SIDEWALK RAMP
'TYPES IA, IB, IC & ID
SHEET :3 of 3
Y
ADOPTED
CITY OF RENTON
STANDARD PLANS
LST DATE: D4/04
DVI'G IdPME
F010-2 _ SP PAGE F010 2
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2.00%
2" COMPACTED
DEPTH CLASS B
ASPHALT CONCRETE
4" MIN. COMPACTED DEPTH
ASPHALT TREATED BASE
JOINT USE DRIVEWAY SECTION
OPTIU•i A'.L /
i
DRIVEW,
LET'
CEMENT CONCRETE
'CURB & GUTTER,
(SEE NOTE 3)
EIAENT ICPETE
PEDE_,1P1^.hd .UPB (IYF) PI,MP WITH 12H.IV
SLOPE (TYD j
r.EIAENT
, C RE'E
SIDEt1,A_
cE LI ;It
T`'PE 1 1(:Oi1ETP,IC VIEW
EE SHEET
DRIVEWAY
(6)• OTHERS)
C:EMEIaT CON BETE
/ F
CEIA COLIC
`CURB & GOITER
(SEE NOTE 3)
Gf tvEvl�:,'ENT
.sllCE
SIDE -LOPE
(TYP )
DEFFESSED
,URE ". GJTTEP
( SEE NC) E ' i
TT fFE 2 r- ISGIIIETRIC VIF\Il
SEE SHEET 4
IJ07ES.
1 When the cliviz.uy width : oo eel Struct i full
depth e`ponslon )oi t (See Standard 'tau F-.,) .itl-� join{
file, olong the d i';,Aay _ETle-Ira
_ Construct e%Lu' i-_,r, j 1- porn I -0. tire renterllr as
IeLTalred of 15 nro:ilnum-Pocnrng fen dri✓Away mNatl e_�_cd
30' Sea Std Flo r 3 rc, sidewalk J.toils
3 Curt, and gutter shove, the iuriroeU
l Plans for 'e
Curt. design spec lied Sec 'Ztd 1-11, F I for Curt, detO,IS.
4 Avoid pacing droinoge structijr�s, junction bates cr other
CEMENT CONCRETE DRIVEWAY ENTRANCE
ob,,tru0,cn5 in 6crj of drlvBvlaV enlra,TC25
TYPES 1, 2, 3, & -I
Vjh-n JI vav applcoc�hes o,e -o .trucled In a corrimerclal �;,
t h e ..cur I_ ::i v_way eI-I trar,ce ,hall be ih I ken ed Iran 6 u•C1.
0 1U it _.= This i, eludes C"rcrele approach lypes 1-4,
Sheet 1 OF 6
SId ali< onstructed behind the dnvewoy oplor, and the cure and
qi ter ( r_iat6d with each J,Ivewny approach
STY p
ADOPTED
CITY OF RENTON
�_'
_�•
STANDARD PLANS
LST DATE.:C4/04
9'3/2DD6
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DWC, HILTAlE-
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CATCH BASIN & STORM
SEWERS (TYP.)
NTS NTS NTS
G�0 . D.R. STRONG 1 CITY COMMENTS DATED OCT. 6. 2011
CONSULTING ENGINEERS 2 BAYFILTER REVISION
10604 NE 38th PLACE, SUITE 101 3 CITY COMMENTS DATED NOV. 15. 2011. Ill
KIRKLAND, WA 98033
�45232 425.827.3063 OFFICE
�EGISTER�CS 800.962.1402 TOLL FREE
`jONAL 2 425.827.2423 FAX
C. REVISION
MAJ
10.15.11
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I SURVEYED: ��+
.7HJ
MAJ
11.22.11
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DESIGNED:
MAJ
MAJ
01.04.12
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DRAWN:
CWA
CHECKED:
MAJ
BY
DATE
AP P R
APPROVED:
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R=344206
SCALE:
VERTICAL: NAVD 1988
, }T CITY 0 F
AS NOTED HORIZONTAL: NAD 1983/183/1991
TS RENTON
ONE INCH �� W
AT FULL SCALE •vow Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
I CHECKED FOR COMPLIANCE
TO CITY STA DARDS
Date /*
DATE:
BROOKEFIELD NORTH 0906-11
FIELK.
PAGE:
ROAD SECTIONS AND DETAILS
SHEET: OF:
C6 11
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