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@ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved.
These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group Land
Development Services Company, LLC and it retains all common law, statutory and other reserved rights, including copyrights.
These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmental
agencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC.
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SIDEWALK DETA
NITS
BOC = BOTTOM OF CURB
TOC = TOP OF CURB
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243.32'/
242.39' BOC
242.89' TOC
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241.15' BOC
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RAMP DETAIL BOC =BOTTOM OF CURB
NTs TOC = TOP OF CURB
9
Abbey Road Group
Land Development
Services Company, LLC
2102 E MAIN AVE, SUITE 109
PUYALLUP, WA 98372
P.O. Box 1224, Puyallup, WA 98371
(253) 435-3699, Fax (253) 446-3159
1241
A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 08,
TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIAN
CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON
GRADING NOTES AND DETAILS
FACE OF CURB
B 12•_
512' 1'
12' R 1' R. 124
1 1 TOP CF
• to 11'H ROADA,AY
rl /_
l
I u
I
1'-6•
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
6 12'-- FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
1:12 1:24
TOP OF
12•R. ROADWAY
t
iD I
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
3187
_ 6- _ CEMENT CONCRETE
112, R. 1' R. SIDEWALK RAMP
VARIES OR LANDING
rRDh1
6'TOO
6'
1
3r8' PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
_612'
SEE DEPRESSED CURB DETAIL THIS SHEET
1:24
TOP OF
1 1 1• 1rY R. ROADWAY
2-
to
1
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF CURB
- • FACE OF ADJACENT CURB
B • GUTTER SURFACE
111 1.'.' . -
PREMOLDED•
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
6 12'�
5 12" 1'
12' R _ - 1' R.
1 1
.� TOP OF
ROADWAY
1
1
8 1r4'
CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMER:IAL DRIVEWAYS. AND ALLEYS
GENERAL NOTES:
1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing.
2. Expansion Joint shall be full depth, 3A1' (In.► premolded Joint filler.
3. For Depressed Monolithic Onvoway Curb Q Gullet Section, am Standard Plan 104.2
STD. PLAN - 101
• PUBLIC WORKS DEPARTMENT CEMENT CONCRETE CURBS
VAR" SEE ft0MTL__ 41,
m J Or PALED r I
DAr.ENAV REOUNED T
I I
srEAPANSaNJOINTrTYP Lr eJWANsJNx, ImP.l
SEe STD "ILK % err s.D ft"I`Z
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AALr wnH+slry a txlRaa4rnU
stnPE rrYP-1 an ROTS a
sa"co rr"-r or. xIHT RYPI
ISLE sro. Pwl IDh PLAN VIEW
(TYPI c3 SHOWN Cl a C2 A CJMAx SIMILAR)
(SEE NOTE el
I"a{(7arrTF 'K
/ •xrrA a>.lowarnn
- •IliR {.�._ '"""�.,.� saPreseeouawawl,u
.. � T N.w i pee NOteS
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-dwer,w sass wan rawEnnuMao �_ Ia\ r ,n
[eaN1aI1- - n. m IIM
orals 7 !E O
For NOTES ses STD. PLAN 1042
I C? STD. PLAN - 104.4
PUBLIC WORKS CEMENT CONCRETE DRIVEWAY F'1'R 'L 1) DEPARTMENT ENTRANCE - TYPES C1B, C2B,
C3B, and C-MAXB (WITH BUFFER) i I
D" RAISED EDGE DETAIL t . P 6• SIDEWALK
LEVEL EXTIENDSIDEIYALK TRANSVERSE 1'•D" 1'•P ya'(IN)PREMOLDED JOIM FILLER
1R" (IN) R I JOINTS TO INCLUDE RASED EDGE TYPICAL WHERE APPLICABLE
ROU DING 20% 1 1rr(IN)R(TYP-)
FOR CURBDETAJLS
AN101
E�.,
1.5% SEE STD PLAN 101 !..i F.GA'P� y �• • ••r.:y. ISROADWAY
• .►' • 011, • T 'TINGSHED ROCK SAS
SEE RaHIS EDGE
1'. D SIDEWALK( DETAIL -THIS Sit `TYPICAL UNDER •CRUSHED SURFACINGTOPCOURSE (CSTC)
ALL CUT M:N. SIDEWALK 01•IPACi TO 957. MODIFIED PROCTOR
SLOPES WITH RAISED EDGE (UNLESS REQUIREMENT WANED BY
12" (IN) R. (TYP.) ENGINEER) TYPICAL UNDER ALL CURB,
GUTTER a SIDEWALK. CSTC UNDER
1 i09L + FORCURB DETAILS CURB,GUTTERTOSEB"THICKNESSOR
SEE STD PLAN 101 MATCH EXISTINO ROADWAY CRUSHED ROCK
BASE, WHICHEVER IS GREATER (TYP. FOR
pH JS(FR •" .. ••j ALL CURB A GUTTER)
FINISHED GRADE 1•ON) BELOW
• 2, SIDEWALK
AlK 1 TOP OF CONCRETE SURFACE
ADJACENT TO CURB ,. D I. P MIN
1JY (IN) R. (rYP.)
Rau DING FORcuRsoEraLs
SE'ESTOPLANto,
BRIDGE OR PEDESTRW/ 5�� ••�.. •`1••1`7' h:•
RMLKNG •M• '
FOR CURB cETAILS ADJACENT TO CURB
BARRIER -SEE SIDEWALK SEE STD PLAN101 (STEEP FILL SLOPES)
CO
NTRACTPLANS -WALL OR BARRIER
I UT KIN) R. (TYP.) /
FLUSH / I SIDEWALK
uX _
.. .. a .•.. :L --- VY HIR.
. f•; .
VERTICAL WALL -
SEEDETaI ,•
33" DI FILER
LORDED
JOINT T F0.IER ,
ADJACENT TO CURB AND RAILING OR WALL PREYOL.DED
JOINT FILLER
FOR BIDE BUFFER STRIP
T SIDEWALK BUFFER ADJACENT TO WALL DETAIL
SIDEWALK (SEE NOTE,, SECTIONS (TY (IN) R
+ �.) FOR CURB 101
1.5% _ iJi%LAN- SEE STD PLANAN 101 �
i
.,flBROOMED
FINISH
y aRMATCHExIsnHG
TROWELED PPEFU ETER
OOTH
FINISHED GRADE ,- ON) BELOW TOP OF CONCRETE `�'
SURFACE FOR PLANTING -FLUSH IF PAVED it CEMENT CONCRETE CURB
ADJACENT TO BUFFER STRIP (CURB AND GUTTER SHOWN)
• D, - FOR CURB DETACH
SEE Sro PLAN +01
NOTES L'
1. Four feet mini the sidewalk width steal CONTRACTION JOINT ► .• , .
be the minimum pedestrian INSOEWALKONLY ►�
a¢essible route I- free of vertl®I � , •► •� Rro �
and horizontal obstructions. Gratings, - / FULL -DEPTH EXPANSION JOerrIN BOTH • a • r
Access Covers. Junction Boxes, CURB AND SIDEWALK (SEE sro FUN lal.tl
Cable Vaults, Pug Boxes and other
appurtenances within the sidewalk 3re• C CONTRACTION JOINT
must be flush with surface, and match
grade of the sidewallL JOINT AND FINISH
DETAIL ••°.
2. Monolithic Cement Concrete Coco and • ''.X AO:
Sidewalk is not permitted in new For other referenced NOTES see
construction. when replacemem work STD PLAN 104.2.
necessitates a MorloiHhic Cement
Concrete Curb build per WSOOT PREMOLDE
Standard Plan F-30.10.03. Paved Surfaces must comply With E FIAL-DEPTH
3. Concrete lobe 4,000 PSI. STD PLAN 102.1 aS applicable.
EXPANSION JOINT
s PUBLIC WORKS CEMENT CONCRETE STD. PLAN - 102
DEPARTMENT SIDEWALK T*,
CITY OF RENTON REDLINES 3.18.21
HJ
4/16/2021
GH
SURVEYED-
L. WALKER
CITY OF RENTON REDLINES 5.24.21
HJ
5/27/2021
GH
DESIGNED:
J. BROWN
CITY OF RENTON REDLINES 7.21.21
HJ
7/27/2021
GH
DRAWN:
H.JASTRZEMBSKI
CHECKED:
J. BROWN
N0.
REVISION
BY
DATE
APPR
I APPROVED:
G. HULSMANN
1' 1' VARIES
MIN I MIN MIN I MIN I
SPECIAL NOTE,
IN THE EVENT TRANSVERSE PATCHES EXIST
WITHIN THE AFFEC TE0 STREET, THE LENGTH III
OF THE PATCH SHALL BE EXTENDED TO I I. INCLUDE ANY EXISTING PATCH WITHIN 10 r
FEET OF THE EDGE OF THE PATCH REQUIRED I
FOR THE NEW CROSSING AND ANY '
BSEOUENT THEE PATCH HF EDGE OF THE SECOND
EET
OF AND I I ,
SO ON UP TO A TOTAL OF 300 FEET. I I I FACE OF GUTTER OR
� EDGE OF PAVEMENT
II
TRAFFIC FLOW I ,I
2- HMA
I 1 CENTER LINE OR
LANE LINE
2" TO B- HMA
6 5' MIN.
2" DEPTH OF
PLANING OR SAWCUT AND REMOVE
FVARIES: 6.5' MIN.
1• I 1 (.._ VARIES 1 1 I 1 DEPTH OF EXISTING PAVEMENT
MIN MIN I MIN MIN
2- SAWCUT AND REMOVE 1
OR PLANE, SEAL WITH 2- - 6- MIN. HMA (SEE NOTE 2)
AR-4000W
(EACH SIDE)
\6" CRUSHED SURFACING TOP COURSE (CSTC)
2" HMA (9-03.9(3)) PER WS00T STANDARD
SPECIFICATIONS, COMPACTED TO 95% MODIFIED
PROCTOR,
SAWCUT AFTER BACKFlLL
(EACH SIDE)
_ CSTC, BANK RUN GRAVEL FOR TRENCH BACKFlLL
(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 95%
MODIFIED PROCTOR,
WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED
IMPROVEMENT (SEE STANDARD SPECIFICATION 2-09. a)
PLUS AN ALLOWANCEE FOR FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING. MATERIAL- SEE STANDARD
NEEDED. SHALL MEET THE REQUIREMENTS OF WSOOT PLAN 1101
STANDARD SPECIFICATION 7-08.3(1)B
TRENCH WIDTH
FOR NOTES, SEE STANDARD PLAN 110.1
TYPICAL TRANSVERSE PATCH FOR
STD. PLAN - 110
PUBLIC WORKS I'll'"' ..
� DEPARTMENT FLEXIBLE PAVEMENT OR RIGID ' �A ),�
PAVEMENT WITH OVERLAY *}F'- 1!1-��,,, )a
SCALE:
111 = 201
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
AOW&V`R]
C TY 0F
RENTON
Planning/Building/Public Works Dept
THE CONTRACTOR SHALL VERIFY THE LOCATION
OF ALL EXISTING UTILITIES PRIOR TO ANY
CONSTRUCTION. AGENCIES INVOLVED SHALL BE
NOTIFIED WITHIN A REASONABLE TIME PRIOR TO
THE START OF CONSTRUCTION.
CALL BEFORE YOU DIG (811)
WWW.WASH I NGTON811.COM
Camw ATE
. (!!! NOTE A
..
/
L•UMER
/ gMRa�tIlOr101111sC
SIDEWALK
M OEM nONW
\
�SiIOA mow"
ta7F.,ts
t• Whonadrrwrivay*ftmoseds1bINK OarlaYlrclafMildeprt
expsnN«1 Joint with 3le' JIM war Ina em
r loew
(seestd. plan 102). was.
conterine h rawked at If modmumlpedrlgwhen d1111erYay
VIE®
caarlra nwAR aYr
MPLAN \
rawolslsalm
Wldthsexceed 30•.
M
sw
� ,
2 Las sid. plan 102 for sklewsk desk.
!
% .M 1 e Ia - "POP Lr
3. Curb and putlar down Char curb designs may be spedled.
J
Bea a10. plan 107 for curb ddals.
,
4. Not wed.
tom- - - 1•"r
1.'a'
6. The engineer will design all driveways to kO des devokn at all
on IS �YIOwItSMIKeAYllalpm
poufs marked with symbol 'r. Ale' -1k, r slo d the back of
curb top on uphill side.
ATarwalwuw rtaLwlN
um"waaeu YONOLRNIC CtM a OUT TER DETAL
6. Not used.
7. Forprlvaway Widths s DRIVEWAY STANDARDS
(See NOTE 10). The expansion Jails (see Intl. plan 102) shall be
specod as shown In the onrlwponding Narnstrk Now.
S. 8kpss shal oalpy, with s e ctloll/ R30132.1 a R3M 2.2 a
FACK OF ADJAMIT CLM
R3032.3 of the Revised Draft GSddeHNes for Aeoessible Public
RWft.af-Wsy ofNovanber 23.2005 (PROWAO).
1'
1
g. Curb rehaas for any Type C-MAX Onveway may be eppaVad an
be".
e cssoOyceM
suwlmx
10. STREET STANDARDS - Renton Municipal Cade (RMC)
T•R
This IV Development RerAirtlons
CHAIFTEIII 6 StRffT AND UTILITY STANDARDS
Section 4-"605TREETSTANDARDS
DEPRESSED CURB DETAIL
DRNEWAY STANDARDS . Ramesh Murdclpal Cads (Ruh
AT RESIDFNTIAL OR COMaERCIAL DRIVEWAYS, AND ALLEYS
Title N Development lgWatlorn
_
Driveway Example: TYPE C1 B
CHAPTER
R•ReMde,•Gy C_Conrnerc* i
CITY-WIDE PROPERTY OEVELOPMENT STANDARDS
NumCHI, a Lanaa
Section 4-4-M PARKING, LOADING AND DRIVEWAY
(MAX"4 Lan* Gornmrca')
REGULATIONS
B•0. Aar (PYantnp $Irp) Sac. -No Burr
nPUBLIC WORKS
` *
CEMENT CONCRETE DRIVEWAY
MD. PLAN - 104.
DEPARTME1..
ENTRANCES -NOTES AND DETAILS
R-41721 0
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Wanders 12/20/2021 vtkzo
DATE:
M E I L I N VIEW 11 /24/2021
1833 NE 12TH ST FIELDBOOK
PAGE
RENTON WA 98056
1 DRAWING N0:
GRADING NOTES AND DETAILS SHEET: 10 OF: 19
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