HomeMy WebLinkAboutR-440002VARIES: 4.5' MIN.
LANE LINE
MARKING
SAWCUT AFTER BACKFILL
• DEPTH OF EXISTING PAVEMENT
HMA
E 2)
1'
1.
EDGE OF PAVEMENT, EDGE
r2H
OF CURB & GUTTER, OR
MIN.
MIN. CENTER OF LANE MARKING
NOTE 2)
6" CRUSHED SURFACING TOP COURSE
(CSTC) (9-03.9(3)) PER WSDOT STANDARD
EMOVE
SPECIFCATIONS, COMPACTED TO 95%
OR PLANE, SEAL WITH
MODIFIED PROCTOR
AR-4000W
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
(9-03.19). GRAVEL BORROW (9-03.14(1)) PER
WSDOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO
WIDTH OF TRENCH AS REQUIRED BY SIZE OF
0
95% MODIFIED PROCTOR.
PROPOSED IMPROVEMENT (SEE WSDOT
STANDARD SPECIFICATION 2-09.4) PLUS AN
PIPE ZONE BEDDING MATERIAL AND COMPACTION AS
ALLOWANCE FOR ANY SHORING. SHORING, IF
REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS
NEEDED, SHALL MEET THE REQUIREMENTS OF
FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT:
WSDOT STANDARD SPECIFICATION 7-08.3(1)B�
* FOR STORM AND WATER PIPE, PER STD PLAN 220.0
* FOR SANITARY SEWER, PER STD PLAN 405
TRENCH WIDTH * FOR JOINT UTILITY TRENCH, SAND WITH 95%
PASSING A #4 SIEVE AND LESS THAN 5% PASSING
A #200 SIEVE
NOTES:
1. WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED
TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND
FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH
USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER.
2. PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS
SHALL BE HMA CL �" PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 5".
RESIDENTIAL ACCESS STREETS - HMA CL 2' PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING
PAVEMENT SECTION AND IN NO CASE LESS THAN 4".
3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR
SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB &
GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND
OVERLAID WITH HMA.
4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE
REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT.
5. IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL
BE REPLACED TO MEET ADA STANDARDS.
TYPICAL LONGITUDINAL PATCH STD. PLAN — 110.1
PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR
DEPARTMENT RIGID PAVEMENT WITH OVERLAY )�
Irl D .F
14 d t r iIRAISEDkDeA 0ETA1�
�� to o. r, btTt:rNGIDEwwtTRArlSvERBeIJ. - t <a• r • D• - z -
-r JOINTS TD IHCLiIDE f N 1 PREMOLDEDJONNT F ILLER-
_ At
_ _ WU5EOEDGE-; - t r • GV. YZ'tNEFLE APi'L!G1BLE `—
o
! ROU DING _ 1 £71 1 jR - I
TIT',- - - - j fTYPi;=_
F:7 R
t ■ . _ V' ,' di 1.` _ _ CURBOUAIFS-
o _ "FF. STO PLAN 191
Y
_ _ y _ _ snheG
,I
n y ON)R" , ■ l;
ED R OCX
r.;.. -.F
't '- r • - SEE RASED E
BETRtt_-TI11S6TfPIG11.:UNm CRUSHED SURFACING TOP COURSE I?
.. OMPACT TO 95% U00P ED-PRO
sLosr i` I li
i, _ Ei2Gf'i, 'r'ENc�[ER TY�P� NOFRALLDCUR9.1
� , RAI ED
��? - _�I,Iy" :-'I pN1 R.< '•I,I' - 'GUTTERa SIDEWAiXCSTC UNDER•
II DET FOR CURB - ,: ,a �: CURB S GUTTER TO BE 6-THICKNEss OR I:
° -�•— ' T ':"..c. _. 1 S%_ _ .{ _Sr - ,MATCH EMSTING ROADWAY CRUSHED
EE STIR P AN tot,
y ,k ;, ,F . ... XTr•.r - _ I AL'L.CU WHICH
G- IS GREATER (TYP FOIj? `I
:,: '7 ANCRETE RgFMI7,R.P ry"
SHoEWAL
e`�cdtlktE.'_..CVRei r'1x`�i� ff, �. I Y.
s_V6 1141"
''Zit7T , -11FOR CURB DETALl
�,....Ss _,. I SEEgt,-
I MJACENT TO CURB'; I -
I
-$P FILL SLOPES] if
ADJACENT TO CURB AND 11A1J,INOOR WAL11..
- '!'f11 T 1Yi1C:6WN-K' _ BUFF_EIL STRIP f
I rt 15TY, - - F FORCUR9 tTETA]LSf'„ __
i
e • • r \ S-;,. .:_.; ::BRDOMED RFB3H'k, ,
OR MATCH EII&ii t1,
>� 1 NELED POW
�:;i ` �yf'��I II,TAOVYEIEa PERpY1tiER I
_FINISHED GRADE 1' I°h} BELOW TOP OF CONCRETE
1! SURFACE FOR PLANTING -FLUSH IF PAVEDp+��f y r
CEIlEM CONCRETECI)PB
ADJACENT;.70 BlfFFER STRIP xn.� II`Gyi -i (CURB ANGGV7'[ERSHOWNj
'FOR cuRB ❑E-ra15
_—s SEE STD LAN,f01 '
1 + ieot df th8 slt19wa1k widlfs sisal, / —
r
:.
:
CONTRACTION iRAcnaNa!h minimum Padestrian
166aslbfa routs;P� bee ofvawINSIDEW O
�•,
1
f
a,
_ � � � • :` c : II
81d borixontal obstructions. Gralin9i, - - • '
h'
AcceBs Covers,Jundiort- s '
BOTH FULL-0CPTN EXPANSION JOINT IN
w
BOxC
Cable Vaults Pull Saxes and othe
r �CURB
RB AND S❑t1ALK F{ 5p PL
AN 101.1-.
o5 wNln the dealk 41 __ — . ,
appurienan
ve•: ' C=u>f;ON1TtA ION JOINT
- 2 _ 4T..
:fTll>Sthellush.wllll'surtace.and match; — --
.. ,-._ _. ,. ,- .' JOINT AND FINISHI'
I ]r�,,
. i DETAIL:..
'"1f f101R t CerfM t concrete &
I Sidewalk Is not +� d AIOIES. �'• . ro,; -t
permhtedlnneur=f4I"`pit
rtonstruct1-11 When lithIc emCrlL _ .i ... - '..
r
- :nL•Clssitates aMonolithlc Cpm4atr- l
CCncfele Curb build Per WSDDT' iPREMOLor
15tandardPlan f-30.10•D3-: "` .'".,� ""':,,,.- �J171,NFT.ILLER -:
_:=--_ ----' 1. E FULL DEPTH:' r
cT1i YRJel3?+sElhs +i;sc
p ; 3: Concrete'to he 4,G00 PSL ,x Yam. r. - -
- - _ EXPANSION JOINT '
7,
STD 102
• E'UIi PLAii
E! i g its r f D - z
v
r1'3}°JYnf
vk-
m
4 n. II —I - - --- -----
EXISTING ASPHA
PAVEMENT
SAWCUT
(SEE NOTE 2)
RTERIAL STREE
7" HMA (or ACP Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
RESIDENTIAL STREET MINIMUM I
4'r HMA (or ACP Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
NOTES:
1. MUST MATCH EXISTING THICKNESS IF GREATER.
2. SAWCUT SHALL BE POSITIONED 1' — 0" BEYOND EDGE OF
DAMAGED PAVEMENT,
3, THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT
PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN
FOR CEMENT CONCRETE CURBS.
4 STD. PLAN — 103
+ :� + PUBLIC WORKS CURB AND GUTTER PPRO D:
DEPARTMENT REPLACEMENT DETAIL Z
O ATE
Do Up _116 IO': 6EECF5B6-602A-4E4A 84361-A317AA638676
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2F:.'t1�5LTr:. ...... '. -C.. D pRENd'' A
J�.1.�$k1i ]AND$T TTVEYANf,ESYKTFh15 FACILITIES AN0,0i
aEDAREAS LiF Pt @ PROJECT SIFE SHALLBE V ULI T ED 6R �
ENTLi`STA IL72FDAT A#MMUM' ORSEEDEDANUMULCHED fOENSURErMC1 SUFFILIEN'CO$ORTLY AFTER FINAL APPROVAL.
&AREAS
_
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2. (fit s� THOD OF BANK STABILI7ATkO0,0NPJ�SRO$M9uG:ONTRCL ROCKERIESSHALLNOI?BECONSTRUC.TERTO.SERVEAS
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130O RIGHTS i'CdNS'TRUCTED IN ACCORDANCE VVItH THE INTERNATIONAL BUILDING CODE-
"Nragemaza,>ti.�nrwchE->itillDl�i
PUBLIC WO KS EROSION AND SEDIMENT CONTROL,
V
0€ RTMENT
- — _ � ,
_ _.. ST�tNDARID�'PLAI11 N'E,�
1 I CIVIL CONSTRUCTION PERMIT
LU FINo7.
REVISION
_1 I
FACE OF CURB'
_ t
12"R t"R;
I 1 74;
] I _ TOP; OF
`L1 1 �2" It RDADSNAY
CEMENT CONCRETE
flu TRAFFIC CURB AND GUTTER
FACE OF,ADJACENT CURB`,
w, kli..
�.. 1m13tDfYYAl
gfE,Y
_ TOP OF
112'.R ROADIVAYj'
AT SI[1EWk11"K#iAtt?
b' , CEMENT CONCRE�,�',;
112 F#: SIDEWALK'
RAMP
OR CJLNDlNG
fYh(iIES I
FRah! '
TOO
1
3WPREMdLOEDI.
JO INFILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS.
r FACE OF ADJACENT CURD.. `
SEE DEPRESSED CURB 0 TAIL THI SHE '
-.9 .« - —�
TOP OF`_
� I
I
S
L - 1 • B ._zi F
DEPRESSED CURB SECTION
,AT RESIDENTIAL DRIVEWAYS ONLY
FDR COMMERCIALI DRIVEWAYS. SEE STD PLAN 10:.21
FACE OF,CURL3j f
FACE OF: AOJAC" CURB,_ 1 WI
GUTTER SURFACE-
•`r I `� ` ? _- - III, �'iS
r • r. y E
* I it
17 IiC, r
L01,1E FULL-DERTH g
EXPANSION JOINT,`'
�1R CEME01CON01101
TRAFFIC CUR#!
DEPRESSED CURB DETAIL.
r I AT RESIDENTIAL OR COMMERCIAL DRWE4IVAYS, AND ALLEYS`,
iGENERAL`;NOTES:'
1 Seei"ard plans 10? and 1p1 1 for curb expansion and contract,on pclrt spaanQ.;.
2. EAp�pslon lain! shall br full deplh, �y111 n[iR.1 premolded ]ol nt filler
I, 3 Fur ;Dopressed ?,Io Da lth,c Dnreeray urb $, Guttc� Secslon, see Standaid_PI@rI
a l:'l IjL1L' ttiOm; -s NCRETEICURBS T
I)i,[ AE�I141,N_I CEMENT Gd_ -T IraJ
,I I
OacaS�Ct �0� I: �+EECI"56U �r��4A-B436-A�17AA�$�
BELU N INLET ORATlllb °
OIMIENTI AND CeRRIS
ISOMETRIC, Y�i_
r
FEE70F:AOISIUF2BELl OH
C s ;, • . 64. ;.- r '' , - , ,� YED TO A SEDIMENTPOND LTL.;hRAP,,.
e `4k3 TSGT1iM7$1fi4Lby.BEZiSEE#__MQ C7THE�RAtJAGES, ___ ,
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d, ,•WZffT1jjEWET{i�IEL� WTffDE tlaDIFORTHES-l" F.�dR�C`-'TiE?1'ITUsMF2tilCiy:,
s" omw wo"m
%F 1 ICV e� l 1 A€1L �3kt TWO IW 1JhLOM<;E3LL�:C t�1 LTE> LIL,�a
P at
ram! r 1IV �� Bd�8u4'ICl�1':8�:ks'�EI`1�t� sMpS1NEh1T r3A� >I,L�O s,lr�t�. TIi�A At1rA'BCI�.
1NSEk1r*IhqtlLV LBAAM QW+W-PLACED•`AT LEAST VONTJJI.Y.H
STO.
C7Ckl BASIN INSERT ISIl114Nt16,f1+
APPR
w PUBLII� - �41
DEPARIIi �?A1 C
., - Iti scwarx:Amn.iuiaor-' i)g
SURVEYED:
DESIGNED: n /E S
DRAWN: RAS
RA S 3111126 CHECKED: n/E�+
BY DATE APPR APPROVED: �(HJ
R-440002
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING t
HBray 03/26/2026
SCALE: DATE:
VERTICAL: NAVD 1988 ■
HORIZONTAL: NAD 1983/1991 C T Y OF
PRI 160 7 KENNEWI CK A VE NE PAGE:
RENTON
ONE INCH DATU M ■ DETAILS DRAWING NO:
AT FULL SCALE Planning/Building/Public Works Dept. C1.10
IF NOT ONE INCH
SCALE ACCORDINGLY
SHEET: w OF: 3
N
N
T
0
N
A�J