HomeMy WebLinkAboutR-423402co
N
1
0
W
I-
F ACL 0, CURD
6' CEMENT CONCRETE
_ _
112'R. 1-R S'DEWALK RAMP
-
- 6 1 rI-
51l2' 1-
VARIES OR LANDING
FROM
t' R 124
6'
TOP OF 1
1 r1' R
ROADWAY 34' PREMOLDED
t
JOINT FILLER
-
CEMENT CONCRETE
I
m
PEDESTRIAN CURB
r
AT SIDEWALK RAMPS AND LANDINGS
T
FACE OF ADJACENT CURB
CEMENT CONCRETE
6 Mr -
TRAFFIC CURB AND GUTTER
SEE DEPRESSED CURB DETAIL THIS SHEET
FACE OF ADJACENT
CURB 1.20
TOP OF
6 17
- -- FLUSH WITH GUTTER , 1• 112'H. ROADWAY
PAN AT SIDEWALK 2• 1
RAA1P ENTRANCE
1.12
124
�/ 1
TOP OF
112-R.
ROADWAY 1
DEPRESSED CURB SECTION
1°
AT RESIDENTIAL DRIVEWAYS ONLY,
f
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104 2
- 6- -
DEPRESSED
CURB SECTION
FACE OF CURB
AT SIDEWALK RAMPS
-
-617-
112
_5 _I
17R, 1•R
FACE OF ADJACENT CURB F TOP OF
ROADWAY
• P R '1• •
GUTTER SURFACE T J
PREMULOED
JOINT FILLER
t
E FULL -DEPTH
1 R
_ 6 ,14'
EXPANSION JOINT
1R. CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL
OR COMMERCIAL DRIVEWAYS, AND ALLEYS
GENERAL NOTES
1. See stanOarO plans 102 and 101.1 for a b expansion and contraction )ant Waang
2. Expanuon joint shall be full depth. 3/B' Un.) premoldcd Joint filter
3. For Depressed A1ono:i(hc D-way Curb S curter Section, see Stardard Plan 104 2
•
PUBLIC WORKS
-
STD. PLAN 101n
CEMENT
CONCRETE CURBS
DEPARTMENT
SHUM SHORT PLAT - CIVIL CONSTRUCTION PERMIT
NW 1/4 NE 1/4, SEC 09, T 23 N, R 05 E. W. M.
I I
3/8' PRFJ.IOLOED JO,NT FI
BEE Na[E2 /BRA X S/B"D DUMMY JOINT SEE NOTE
LCEMECONCRIETE
L
CUREI
As
[SOME
41
EOGLULTAIL 10 t �Cy�•.; -
LEVELOEWAt1(10.46VEASE 1'-S 1'-T 3S-(.NIP0.ENOLDED JOINT FM1IER
EDGE ivPTCAL 1YNERE APFUCAULL
C`r=-
Vr OMaINCLUD01WSED
ROU 'NO FORCURB DETASS
_I%% BEE STDPIJW1Di
,Fn _ ;- SING ROAGwAT
�. •� sr).• •• �SNEONOCK SASI
SEE RAISED I---------
«cRvanED"FA0W
1'•E' ISOMAIX DETAIL -Tm3 SIZE `TYPICAL IINOER TD I2011 EiCSTq
ALLCUT s1oE1YALK 10 9:x MOOFIEp PRO, IOa
MN ILPPACT
$ ] WITH RAISED EDGE ENGIlISSRIOW EWWWANT BY
ENGINEER) TYPIGL UIIDERALL EURe.
VT eM 0. RYP.1 CUTTER A SIDEIYALIL CSTt UNDER
(/ CURS A GUTTER To BEE' 1N109"S OR
1 L I.S% F6EGE 6TD Fui1101e MATCH EXISTING ROADWAYCRUSFEO ROCK
%N GO, B+LI C W HICHEVER LS GREATER ITYP FOR
HNSTFF •. ALl CURIF A GUTTFRI
IF
`1, 1 FINISHED GRADE 1 %a BELW!
1J TOP OF CONCRETE SURFACE
r-r WOEWALK
ADJACENT TO CURB MIN
T•E' 1'•E'
RO DING VrON)W(TY►I
i ` FOR CURS DETAAS
�2071 1JI% _ / SEESrO PLAN t01
BRIDGE OAPmESTIING.• .•• - A"
"I LNG 4Y"
FOR WRB OEtAIIsE('1T TO CURB
(STEEP FILL SLOPES)
DRIER -SEE SIDEWALK SrLSTD PLAN 101
CMONTRACT PUNS ALL OR WRIER
J I 1?ON) R iTYPI --
Fl t/5N J J SKNEWALX
1 5% a
••• Ts faT R
VERT CAL WALL-
SEE OETAA.
1D' PM PREM LX:G
JOINT "ELLLLEA
ADJACENT TO CURB AND RAILING OR WALL PRkT�A10glDEO
JOINT F4ER
FOR SIDE DUFFER STAID
TRLATMEN-r SDEWµK SIDEWALK ADJACENT TO WALL DETAIL
(SEE NOTE 101
SID V
ANK
5tc11G s 1?IBN)R
, I FOR CURa CETAAS
1 S% 1 a%AaN SEE STD PUN 101
\':��
^Mp ORMMATCHFEXISIING
. D•t•WlocSMOOTH
S
TROWELEDPERAIETER
FINISHEDGAAGLI'INIBELOWTCp
OFCONCA\7E1t,
SURFACE FOR PLANTING - FLUSII IF PAQ•
1d' S'-� •^` -. CCMGNT CONCRETE CURB
\ - (CURB ANDOURLR 9HOMIN)
ADJACENT TO BUFFER STRIP l �,-� FEESID
10,
SEE 9TD PLAN IDI
PLAN
�
"ayr
NOTES
-
1. F.wloaf of NO sidewalwall,wa'1e1 - �
be the minimum pedostlien COHTAACTNJNJdvr •
be the
/ /�'-- IN 9pEWnL(ONLr►•�'�'e
acceslJbio roue ;-,:. hae or vOnlcal e • � .'
,
end horUontal obstruanns. GraWgf, �� \-\ • : E
Access CDYors, JUnctbn Bllxef, // N FULL -DEPTH EXPANSION JOINT NOOTH • ' '
Cable Vauib. Pull Boxm and other �, �-� \' CURB AND SIDEWALK (%IF sm F1AN to IF
appu4snances within The sidewalk _ ass- C CONTRACTION JOINT
must be Hush with Surface, and rnimI& `
'44-
gmde of the sid-11, JOINT AND FINISH
DETAIL --
2. Monolithic Cement Cottle Curb and •e • •,,
a x4'k'o
sidewalk Is notpermmed In new For alter referenced NOTES see q ,
consin.Imlon. Wren replacemsnt work STO PLAN 104.2. '
� •
necessUatet a Monollmic Cemllm
Concrete Curb bDIId per WSDOT mill. DE
:DINT FILLER
S'andard Plan F-30.10-Q3. Paved surfaces must COmply With
STD PLAN 102.1 as applicable. E FULL -DEPTH
3. Concrete to be 4.000 PSL EXPANSION JOINT
-
STD. PLAN 102I;-i,
• PUBLIC WORKS
CEMENT CONCRETE
DEPARTMENT
SIDEWALK
I Coll 17
n W INtkl_.---
_EXISTING ASPH!
PAVEMENT
SAWCUT
(SEE NOTE 2)
ARTERIAL STREET MINIMUM
7" HMA (or ACP Class 8)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
RESIDENTIAL STREET MINIMUM I
4" HMA (or ACID 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,
STD. PLAN - 103
a PUBLIC WORKS CURB AND GUTTER � PPROPL D:
DEPARTMENT REPLACEMENT DETAIL. Z
4:` o ATE
1
701
2
701, 1
3
102
4
703
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SCALE. NTS
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SCALE: NTS
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SCALE. NTS
SCALE. NTS
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our NnT«1J»ti a e1Km♦wTnA
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IE[!*DhM'" roll PLAN VIEW
❑:IFaeNCC MfLOR IJAx �` `
nog;:+IX
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sapaYA imstnlR°i�t'n Itr•.
SECTION
/ � aWr�tnea ELt2rEHlOPe fIFJMNLwcrJIRAr[m ` k. ,r= I• 1._. -.
Itivib. OD
1I FaaIRwW T 1
�1
TYPE RIB - ISOMETRIC VIEW
(RESIDENTIAL WITH BUFFER)
CENENT CONOKM
calm a oulr[R
Pell NOR, V
For NOTES STD PLAN 104.2
STD. PLAN - 104.3
PUBLIC WORKS' CEMENT CONCRETE DRIVEWAY
DEPARTMENT ENTRANCE - TYPE RIB nP,e„,,�,M,yN1�
5 1 04. 3
C1.0 SCALE. NTS
Gre" Lrnmerman, Public WONk% Administrator
...{I ,'
I MINI
,• VAR S
MIN MIN I MIN
SPSPECIAL_NOTECIE
IN THE EVENT TRANSVERSE PATCHES EXIST
��E•��gII
WITHIN THE AFFECTED STREET, THE LENGTH
III
111
OF THE PATCH SHALL BE EXTENDED TO
INCLUDE ANY EXISTING PATCH WITHIN 10
FEET OF THE EDGE Of THE PATCH REQUIRED
FOR THE NEW CROSSING AND ANY
I
I
SUBSEQUENT PATCH EDGE WITHIN 10 FEET
f
OF THE EDGE OF THE SECOND PATCH AND
I
I
50 ON LIP TO A TOTAL OF 300 FEET.
TRAFFIC FLOW
11 I
2" HMA
I)
2" TO e" HMA
I lII
6 5' MIN.
2" DEPTH OF
PLANING OR SAWCUT AND REMOVE
VARIES. 6.5' MIN
MIN I MIN VARIES MIN I MIN
2" SAWCUT AND REMOVE
OR PLANE. SEAL WITH
AR-4DOOW
(EACH SIDE)
2" HMA
SAWCUT AFTER BACKFILL
(EACH SIDE)
WIDTH OF TRENCH AS REWIRED BY SIZE PROPOSED
IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09 4)
PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF
NEEDED. SHALL MEET THE REQUIREMENTS OF WSDOT
STANDARD SPECIFICATION 7-08.3(1)8
TRENCH WIDTH
FACE OF GUTTER OR
EDGE OF PAVEMENT
CENTER LINE OR
LANE LINE
DEPTH OF EXISTING PAVEMENT
` 2- - 6" MIN, HMA (SEE NOTE 2)
6" CRUSHED SURFACING TOP COURSE (CSTC)
(9-03.9(3)) PER WSOOT STANDARD
SPECIFICATIONS, COMPACTED TO 95% MODIFIED
PROCTOR,
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 95X
MODIFIED PROCTOR
PIPEZONE BEDDING. MATERIAL- SEE STANDARD
PLAN 1TO1
FOP Nn TFS, SEE STANDARD PLAN 110.1
TYPICAL TRANSVERSE PATCH FOR PLAN
PUBLIC WORKS FLEXIBLE PAVEMENT OR RIGID aA i1
DEPARTMENT PAVEMENT WITH OVERLAY
FASy1 •••
6 1 1O
C1.0 SCALE,NTS
W 05/23/23 NO. REVISION
J
Lt
VARIES: 4-5' MIN.
LANE LINE
MARKING
SAWCUT AFTER BACKFILL
DEPTH OF EXISTING PAVEMENT
2" - 6" HMA
(SEE NOTE 2)
)'
1'
EDGE OF PAVEMENT, EDGE
OF CURB & GUTTER, OR
MIN.
MIN. CENTER OF LANE MARKING
2" HMA (SEE NOTE 2)
6" CRUSHED SURFACING TOP COURSE
(CSTC) (9-03.9(3)) PER WSOOT STANDARD
2" SAWCUT AND REMOVE
SPECIFICATIONS. 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
WSOOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO
WIDTH OF TRENCH AS REQUIRED BY SIZE OF0
959E 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 WSOOT STANDARD SPECIFICATIONS
NEEDED, SHALL MEET THE REQUIREMENTS OF
FOR THE TYPE of IMPROVEMENT INSTALLED. EXCEPT:
WSOOT STANDARD SPECIFICATION 7-05.3(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 k4 SIEVE AND LESS THAN 5% PASSING
A p200 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 J" PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6".
RESIDENTIAL ACCESS STREETS - HMA CL J" 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
S. IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL
BE REPLACED TO MEET ADA STANDARDS
TYPICAL LONGITUDINAL PATCH
31'D. PLAN - 110.1
0 Fri
PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR
DEPARTMENT RIGID PAVEMENT WITH OVERLAY )� J
BY I DATE
SURVEYED_
DESIGNED:
SIC
DRAWN:
cc
CHECKED:
sc
A P P R APPROVED:
sc
7 1 1 0. 1
C1.0 SCALE.' NTS
SCALE:
NTS
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL. NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
R-423402
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING `
IL
NJanders 08/04/2023
DATE:
SHUM SHORT PLAT 05/23/23
CITY OF
I;R
RENTON CIVIL CONSTRUCTION PERMIT FIELDPAGE: OK:---
PAGE:
SITE DETAILS SITE
N0:
Planning/Building/Public Works Dept. C1.1
1157 QUEEN AVE NE, RENTON, WA. 98056 SHEET: 2 OF:
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