HomeMy WebLinkAboutR-431007O
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FACE OF CURB
-6 lr1-J
,512- 1"
. s TOP OF
12" R. ROADWAY
r�
- L
I
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
610^ FLUSH WITH GUTTER
PAN AT SIDE WALK
RAMP ENTRANCE
112 1:24
TOP OF
12'R. ROADWAY
r
t
1 � I
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
316"
_ 6- _ CEMENT CONCRETE
12' R. ,- R SIDEWALK RAMP
VARIES OR LANDING
FROM 1
6"TOO '
6'
1
318' PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
610
SEE DEPRESSED CURB DETAIL THIS SHEET
1:24
TOP OF
1 ,• 12'R. ROADWAY
2"
1
�1
(
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF CURB
- 6 12'-
5
_...J 12'R. - - 1"R.
I FACE OF ADJACENT CURB 1 1
TOP OF
ROADWAY
• q v 's� P GLITTER SURFACE ,
- r
0 , ' .
PREMOLDED
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
1"R. 1
8 114'
1R. CEMENT CONCRETE
/ TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS. AND ALLEYS
GENERAL NOTES:
1. See standard plans 102 and 101.1 for Curb expansion and contraction joint sparing.
2. Expansion joint shall be hill depth, 3/8' (in.) premolded joint filler.
3. For Depressed Monolithic Dnveway Curb 3 Gutter Section. see Standard Plan 1042
STD. PLAN - 101
a PUBLIC WORKS CEMENT CONCRETE CURBS /1
DEPARTMENT
B' 1? RAISED EDGE DETAIL B SIDEWALK
LEVEL EXTEHDSIOEWALKTRANSVFASE 1•-P T. Is -(IN) PREMOLDED JOINT FILLER
1?(IN)R JOINTS TO INCLUDE RAISED EDGE TYPICAL WHERE APPUCABIE
ROU DING 205t 1? (IN) R. (IYP.)
FOR CURB DETAILS
b 1•., + �- 1 _1.P% SEE 9TD PVW 107
1'QN)R. �•.� •, t•"•1�i.^i• ,T{{^•'•'!' ,EXISTING RDADWAY
�tik'Ata' �•�. ..; ,/•L / UBHEO ROCK aAS
SEE PULSED EDGE I --
1'•7 •SIDEWALK DETAIL - THIS SHE LTYPICAI. UNDER • CRUSHED SURFACING TOP COURSE6CSTC)
ALL CUT MIN SIDEWALK OMPACT TO 95% MODIFIED PROCTOR
`LOPES WITHRAISEDEDGE (UNLESS REQUIREMENT WAIVED BY
ENGINEER) TYPICAL UNDER ALL CURB,
1? (IN) R. (IYP.) GUTTER L SIDEWALK. CSTC UNDER
FOR CURB DETAILS CURB a GUTTER TO BE 6' THICKNESS OR
1.5% `SEE STD PLAN 101 MATCH E%1C6TINOROADWAYCRIg.D ROCK
1N CA1�� ,Y < SASALL C y/HICMEVER IS GREATER (TIT. FOR
eH�S1FP ';.t• P• ALL CURBSGUTTER).
P ,tr t
•" FINISHED GRADE 1' IN) BELOW
} Y'-0' SIDEWALK
t TOP OF CONCRETE �URFACE
ADJACENT TO CURB ,rI., MINRO1? (IN) R. ITYPJ
�t.0% 1 FOR CURB DETAILS
1,B% SEE STD PLAN 101
BRIDGE ORPEDESTRMN H•' y
RAINING � �
FOR CURB DETAILS ADJACENT TO CURB
BARRIER -SEE
SIDEWALK SEE STO PLAN 101. (STEEP FILL SLOPES)
CONTRACT PLANS WALL OR BARRIER
RUSK / I SIDEWALK
VERTICALWALL- '
SEE DETAIL �: '...Fr, -- •;••
315• (IN) PREMOLDED
JOINT FILLER
ADJACENT TO CURB AND RAILING OR WALL B• ttINN
Fit UDED
JOINT FILLER
FOR SIDE
TREATMENT SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL
SIDEWALK (SEE NOTE 10)
.SECTIONS 1)) R
1.5X FOR CURB DETAILS
1.SX MIN SEESTDPIAN101
BROOMEDFINLSH
r OR MATCH FINISHNG
d 4•WIDE.SMOOTH
Jr'• 0 TROWELED PERIMETER
FINISHED GRADE 1' (IN) BELOW TOP OF CONCRETE
SURFACE FOR PLANTING - FLUSH IF PAVED
�• 5„B1 m �. CEMENT CONCRETE CURB
ADJACENT TO BUFFER STRIP (CURB AND GUTTER SHOWN)
d FOR BID PLAETALS
N
� \ SEE STO PLAN 101
J
i 1IP'TO 1/4'
NOTES O '�` S
1. Four feet of pie Sidewalk Width shall I -
betheminimumpedestrian CONTRACTION JOINT
IN SIpEWAIIL ONLY •.ra
aaesslble rolll0 (PAR) free of verllcal \ / q • AO T
antl horizontal DhsWdbns. Gratings, ►•••: 4
ACos. Covers, Junction Boxes, FULL-0EPTH EXPANSION JOINT IN BOTH
Geb18 VBUIt3, PUII BO%85 end other
AND SIDEWALK (SEE FLANlot. 11 -•
appurtenances within the sidewalk �aF� ]? C- CONTRACTION JOINT
must be flush with surface, and match
grade ofthe sidewalk. JOINT AND FINISH
DETAIL
2. Monolithc Cement Curb and q••, R�•
Sidewalkis not permitted
lRed In In new For other referenced NOTES see
construction. When replac entwork STD PLAN 104.2. •'s'
ne=Itates a Monolithic Cement
Concrete Curb bulld per WSDOT PRE OLD
Standard Pion F-30AM3. Paved surfaces must comply With JOINT FILLER
STD PLAN 102.1 as applicable. E FULL -DEPTH
3. Concrete to be 4,000 PSI. EXPANSION JOINT
PUBLIC
DEPAR MERITWORKS
CEMENT
EWAL KCONCRETE
STD. PLAN - 102
Ica{ PW1 , ED ;C
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
L. PIED
�O of WAS
G,
__0 tl:�
R 3232STE��
�SS/0NAL G 2�
- SM N011111 jlt-3fati1 % S�E'1Y D WM ,MXNT
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SW 1/4 SECTION 32, TOWNSHIP 24 N, RANGE 5 E, W.M.
KENN YDA L E LOTS
Ir MA
r I 1
I
.1/0',{E]W /B' PDLOED JOINT FILLER (T", -
IXAMO
i' � 5•
PLAN VIEW
fACE OF - CEHTEf61NE I�
I.� CLe� __>TfLWEB�i►TE
a 1/2,
Is t 1'1:: FRIM AIM MITE m MIT
1/;1R. t' R .SFr - Am0*urrN9tl1*rDED
AI
a TOF OF
_ A=2TWNr NEC xDN -NOL MELuOED
M QIREAAa] aIfTTQi ND11EM
GXTOH BA&N - NOT *0 UnED
- " BIFDUaedAra] eurtEn ao nee
r'
J
f
GE(tiI NOTI S'
1 , The ivwd of Na design IS to facif t13te the removal
of is. Datlit basin W71h minimal dildurharton
of the Gent.
" The expansion joints of itm �4-
Al
adjacent sldalrra[k eh MI
N adJWdW t0 de in I y J
IlnB rAB) them ourb f
eXt�aITIJI011 JI0RfTa. � I I �
k.4ti.1I- �
1SG"C VIEW
NFrn. > -soli
CEMENT CONCRETE CURB D.
INSTALLATION AT
e :)' .11].''f. `N I' CATCH BASINS PRO
TW
CEMENT CONCRFTF
/ CURB R
i /K\ (SEE NOTENOTE 3) 3;
FMF?n - DEPRESSED MONOUTHIC
CONCRETE CURB a GIJRER
B17L1YALK ', /.�j i/ (SEE DETAIL THIS SHEET)
TYPE C2EI -ISOMETRIC VIEW
(COMMERCAC, WITH BUFFER)
NOTES
1. When a driveway width exceeds 15 fee:, mnsb -t a full depth
expansion Joint with 3/8' Joint filler a" the driveway lane lines
. FAi CURB
(see aid. plan 102). Construct expansion joins parallel with the
BEE C --- SEEOEPr4 a CUM OEM
- etc oN r'esBI1I2T
censrilne as required at 15'maximum spacing when driveway
eoKTRAeT oN.IONT
widths exceed 3U,
BTO PLAN 07 ` 1111r. r
1?R TOIOF
2. See rid. plan 102 for sldevra&details
3. Curb and gutter shown, other curb designs may be Specified.
:
See Bid. plan 101 for curb detailsItIr
.----
4. Not used.
(
�- 1-r r-r
5. The engineer will design all driveways to Indude elevatons at all
NOTE: DwrewEYLnemmgAELwAFMOON
points marked with symbol 'X'. All elevations are at the back of
'b"MONO Ll FULL Is
DEPRESSED MONOLITHIC CURB a OUiTER DETAIL
curb top on uphill side,
6 Nc! used
7 For Driveway Widths see DRIVEWAY STANDARDS
(See NOTE 10). The expansion pints (see std. plan 102) shall be
spaced as shown In the Corresponding isometric view.
8 Slopes shall comply with sections 11303.2A or R303.2.2 or
FACE OF ADJACENT CURB
R3032.3 of the Revised Draft Guidelines for Acomible Public
y
r -
Rigblsof--WayufNovembez23,2005(PROWAO).
9. Curb retDms for any Type C-MAX Driveway may be approved on
l�
a case -by -case basis
?' a
.
10. STREET STANDARDS = Renton Municipal Code (RMC)
t• R :
Title IV Development Regulations
CHAPTER 6STREET AN D UTI UTY STAN DARDS
Section 44,060 MEET STANDARDS
`-
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
DRIVEWAY STANDARDS =Renton Municipal Code (RMC)
Title IV Development Regulations
Driveway Example: TYPE C1 B
CHAPTER 4
R-ReweneBl CraomlllneiN J
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS
N-low II.- - - -----
Section 4-4-M PARKING, LOADING AND DRIVEWAY
(MAX-4 Lane CommetWq
REGULATIONS
B-& Ter (Pb 8 gSMp). 91gn TeNq BIdIBr
PUBLIC WORKS
CEMENT CONCRETE DRIVEWAY
PLAN - 3042
>. (
DEPART!(\T
ENTRANCES - NOTES AND DETAILS
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - Ah AVENUE KIRKLAND, WA 98033
O 425827.3063 F 425.827.2423
1 1 VARIES 11'
MIN I MIN MIN I MIN
SPECIAL NOTE:
_ p
I
IN THE EVENT TRANSVERSE PATCHES EXIST11}}-
WITHIN THE AFFECTED STREET, THE LENGTH
OF THE PATCH SHALL BE EXTENDED TO
I p
INCLUDE ANY EXISTING PATCH WITHIN 10
- I {--J'•'. '
FEET OF THE EDGE OF THE PATCH REQUIRED
FOR THE NEW CROSSING AND ANY
{ g'
SUBSEQUENT PATCH EDGE WITHIN 10 FEET
OF THE EDGE OF THE SECOND PATCH AND
SO ON UP TO A TOTAL OF 300 FEET.
FACE OF GUTTER OR
EDGE OF PAVEMENT
TRAFFIC FLOW
_ I I .
r
2" HMA
I
I I� 'I
LINE OR
ICENTER
LANE LINE
_
2" TO 8" HMA
i
6.5' MIN.
2" DEPTH OF
PLANING OR SAWCUT AND REMOVE
VARIES: 6.5' MIN.
1' 1' 1' 1'
VARIES -�I
DEPTH OF EXISTING PAVEMENT
MIN I MIN MIN I MIN
2" J
SAWCUT AND REMOVE
OR PLANE, SEAL WITH
2" - 6" MIN. HMA (SEE NOTE 2)
AR-4000W
(EACH SIDE)
6" CRUSHED SURFACING TOP COURSE (CSTC)
2" HMA
A RD
SPECIFICATIONS, COMPACTED TO 95%. MODIFIED
PROCTOR.
SAWCUT AFTER BACKFILL
(EACH SIDE)
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 95%
MODIFIED PROCTOR.
WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED
IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4)
I I
PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF
NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT
PIPE ZONE BEDDING. MATERIAL- SEE STANDARD
I I
STANDARD SPECIFICATION 7-08.3(1)B i�--yl
PLAN 110.1.
TRENCH WIDTH
FOR NOTES, SEE STANDARD PLAN 110.1
TYPICAL TRANSVERSE PATCH FOR'
PLAN - 110
PLK " I:
PUBLIC WORKS
DEPARTMENT
FLEXIBLE PAVEMENT OR RIGID
PAVEMENT WITH OVERLAY
1 I CITY COMMENTS (DATED 07.19.24)
2 ICITY COMMENTS (DATED 09.06.24)
N0.
REVISION
A'wN. ARIEB IEEE NO1Ei BNIW.
tBee NOTE,n
IEEE NOTE N
PLF OF PAVED
DRVEW1 REOUWED
ae' ENP-31-4-(TYP.I
cF
(BEES D.PLANIPE1
CE
EN
qFy
Li
Y g
r
SEE rvOIES
iw
4
R PwITN 1M tv J SEE NDTEI � MENi CONCRETE
SLOPE ITYP.) B E CUPBEE NOTE ]I
ae'caNTaBM ST oWANIM
IAEE ETD. PLAN IIttI PLAN VIEW
E�6�A ]% AU%. SEE NOTE A m'PI
F'MIN. E• 01 B'MIN
CEMENT CONCRETE �R�emSiE ICIIRe A EUTIEB
EIp VlALK as ExPAw-.10;11I Is I
SECTION O ME ST-In Ica IR Rrr, AWEwuN xtDM
�'. DPFEIIENCE N BLOPENWI -
y DRIVEWAY WI ITNE BLOPE IBLOPE eHOWN F}AGpAM1E01
S%
PPo1EVIAY A'MIN
F[RfaNiNFAA fwI1RE1- N I. 6E ON O
CEMENT
Sasew D(
TYPE RIB - ISOMETRIC VIEW
(RESIDENTIAL, WITH BUFFER)
CE-CONCRETE
CURBS GUTTER
IBEE xOTE ])
For NOTES STD. PLAN 104.2
1
STD. PLAN - 104.3
PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PPR ZED:
DEPARTMENT ENTRANCE - TYPE RIBem
b MB ►i�r 1 Z
0
ATE
Gregg Zimmerman. Public Works Administrator
BD 08.13.24 YLP SURVEYED:
TERRANE
BD 09.17.24 YLP DESIGNED:
BD
DRAWN:
ECM
CHECKED:
YLP
BY DATE APPR APPROVED: YLP
Docu!
o
INITIAL 2" DEEP SAWCUT OR GRIND, AND
LIMIT OF FINAL OVERLAY. GRIND AND PAVE
FULL STREET WIDTH OVERLAY REQUIRED.
"'"EDGE OF EXISTING PAVEMENT
' -EDGE OF TRAVELED LANE (EDGE STRIPE)
VARIES: 4.5' MIN. (SEE STD PLAN 110.1)
CENTER OF ANY MARKED LANE LINE,
PROVIDE NEW CHANNELIZATION AFTER OVERLAY
--- SECONDARY FULL DEPTH SAWCUT FOR
PROPOSED TRENCH
-""-INITIAL 2" DEEP SAWCUT OR GRIND, AND
LIMIT OF FINAL OVERLAY. GRIND AND PAVE
FULL STREET WIDTH OVERLAY REQUIRED
1
A
FOR TYPICAL SECTION AND NOTES SEE STANDARD PLAN 110,1
STD. PLAN - 110.2
PUBLIC WORKS REQUIRED SAWCUT, GRIND AND F'1,11 'liD:
DEPARTMENT OVERLAY FOR LONGITUDINAL TRENCHES IQ �ft
_(D
iign Envelope ID: 3B1B34D3-7E0 -476 '-ADB3-432_9_FFE0C108
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
PIPE ZONE BEDDING AND
BACKFILL, SEE NOTE 5 -
FOUND
LEVEL
®GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSDOT 91
OR MAINTENANCE ROCK (WSDOT 9-03.9(4))
FLEXIBLE PIPE NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARRELS.
2. HAND TAMP UNDER HAUNCHES.
3. DIRECTLY OVER PIPE, HAND TAMP ONLY.
4. SEE STANDARD WSDOT/APWA SPECIFICATIONS SECTION 2-09.4 FOR
TRENCH WIDTH.
5. PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL BE PLACED IN 6'
LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY.
6. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH
FOUNDATION MATERIAL CLASS A OR B PER STANDARD WSDOTIAPWA
SPECIFICATIONS SECTION 9-03.17.
PIPE TYPE
MINIMUM
COVER (FT)OF
PUBLICT
PRIVATET
ALLOWED IN ZONE 1
THE APA7
LINE CORRUGATED POLYETHYLENE PIPE (LCPE)
2.0
YES
YES
YES
CORRUGATED POLYETHYLENE PIPE (CPE) - TRIPLE WALL
2.0
YES
YES
YES
POLYVINYL CHLORIDE PIPE (PVC)
3.0
YES
YES
YES
SOLID WALL HIGH DENSITY POLYETHYLENE PIPE (HDPE)
2.0
YES
YES
YES
POLYPROPYLENE PIPE (PP) -DUAL WALL
2.0
YES
YES
YES
MINIMUM DISTANCE
DIAMETER
BETWEEN BARRELS
12" TO 24"
12"
30" TO 96"
DIAMETER / 3
102" TO 180"
48"
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS)
STD. PLAN - 220.10
e PUBLIC WORKS PIPE ZONE BEDDING AND 4RIM§Bed by:
"` DEPARTMENT COMPACTION - FLEXIBLE PIPE Aartin Pastucha 8/13/20
®8A3AaB6lxU)D... DATE
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
URC TY OF
RENTON
Planning/Building/Public Works Dept.
SEE STANDARD PLANS 110. 110.1, 110.2, AND 111 FOR PAVEMENT
RESTORATION REQUIREMENTS
SURFACE RESTORATION AS
SPECIFIED IN CONTRACT DOCUMENTS i
--- 12"MIN.
--- EXISTING PAVEMENT SURFACE
_-- _______-_-_---�
\\
c� Is \ \
t OOO OO / 6iMIN \SEE NOTE 4
NEAT LINE TRENCH "CRUSHED<`-
SURFACING TOP COURSE" PER
TO 95% OF MAXIMUM DENSITYCOMPACTED
"CRUSHED SURFACING TOP COURSE" PER
WSDOT STD. SPEC 9-03.9(3),'BANK RUN
GRAVEL FOR TRENCH BACKFILL' PER
WSDOT STD. SPEC 9-03,19. OR "GRAVEL
BORROW" PER WSDOT STD. SPEC 9-03.14(1),
COMPACTED TO 95% OF MAXIMUM DENSITY
BENCH AS NEEDED FOR
SHORING SYSTEM WHEN
DEPTH IS 4' OR GREATER
PIPE
PIPE ZONE BEDDING AND BACKFILL
PER STD. PLANS 220.DO AND 220.10
I� SEE NOTE 1 -�
UNPAVED AREAS I PAVED AREAS
I
NOTES:
1. SEE WSDOT/APWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR
MEASUREMENT OF TRENCH WIDTH.
2. EXCAVATIONS OVER 4' DEEP SHALL COMPLY WITH THE SAFETY STANDARD
DESCRIBED IN CHAPTER 295-155 PART N OF THE WAC.
3. MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS
DETERMINED BY PIPE MANUFACTURER.
4. IN PAVED AREAS, IF PIPE HAS LESS THAN T OF COVER, USE'CRUSHED
SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE.
5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS.
UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS)
STD. PLAN - 220.20
�c PUBLIC WORKS TYPICAL TRENCH AND BACKFILL 7101 9/28/2018 1
"` DEPARTMENT GAZ
DATE
18:
:45 &N
R-431007
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
A,
U
C)
C)
C)
N
DEVELOPMENT ENGINEERING
HHuynh 09/27/2024 (n
O
W
J
DATE:
KENNYDALE LOTS 2/13/2024 C)`
ROAD DETAILS 1ELDBOOK: /
PAGE: Z
1116 N 34TH ST DRAWINGC 7 Z
RENTON, WASHINGTON 98056 SHEET: 7 OF:9 pi
DRS PROJECT NO. 24010