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s RAISED EDGE DETAIL i 5 SIDEWALK
LEVEL 7R- EIKTEND SIDEWALK TRANSVERSE 1'-0' 1'-0' yS"(IN) PREMOLDED JOINT FILLER
112- (IN) R JOINI5 TO INCLUDE RAISED EDGE TYPICAL WHERE APPUCA13LE
Rou DING 2.0% 1 112' (IN) R. pvP.)
I FOR CURB DETAfIS
•. ••+ e _ 1.5% _ SEE STD PLAN 101
delN R. 1•�1'1 �' •.t, _ XI5TING ROADWAY ) .�•:e. 5{�c'A r _ _ •�v _ - }; / GRUSHEOROCKBAS
SEE RAISED EDGE1, or SIDEWALK DETAIL - THIS SHE `TYPICAL UNDER + CRUSHED SURFACING TOP COURSE(CSTC)
ALL CUT IN SIDEWALK OMPACT TO 95% MODIFED PROCTOR
sLGPEs7 OJV
WITH RAISED EDGE ENGINE R TYPICAL
UNDERMENT IALLVED U
LJ/ 12' (1.4 R. (TYP.) GUTTER
A SIDEWALK
UNDER UNDER B,
) GUTTER 8 SIDEtYAEK. CSTC UNDER
' 2.0% t FOR CURS DETAILS CURB 6 GUTTER TO BE 6THICKNESS OR
1.5% MATCH EXISTING ROADWAY CRUSHED ROCK
1J Op- - SEE STD PLAN 101 BASE, WHICHEVER IS GREATER (TYP. FOR
eH�Y(ER "r' ••• ALL CURB 8 GUTTER).
FINISHED GRADE i' (IN) BELOW
SIDEWALK 1 TOPOF CONCRETE SURFACE
ADJACENT TO CURB 1' p 1' D MIN
ROU. DING 112 (IN) R. (TYP.I
t FOR CURB DETAILS
_2.0% 'j SEE STO PLAN 101
BRIDGE OR PEDESTRIAN 5�`,Fly A�',, -. .. •,�''T!� •~f�:'�
RAILING �' q
FOR CURB DETAILS ADJACENT TO CURB 7' r
BARRIER -SEE SIDEWALK SEE STD PLAN 101. (STEEP FILL SLOPES)
CONTRACTPLANS /---WALL OR BARRIER
112- (IN) R. (TYP.)
FLUSH I SIDEWALK
�1.-. t.5_ IF ••r 11T M R.
VERTICAL WALL- .W - �, �`ffiv' ;:•},:,�• •••"
SEE DETAILA - - , A•
W801 PRENAOLDED }
JOINT FILLER -
ADJACENT TO CURB AND RAILING OR WALL 8-(IN)
PREMOLDED
JOINT FILLER
FOR SIDE BUFFER STRIP
TREATMENT SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL
SIDEWALK (SEE NOTE 10)
SECTIONS t 11 I') R.
FOR CURB DETAILS
1.5% MIN. SEE STD PLAN 101 1
-+1t 1 BROOMED MATCH FINISH
OR MATCH EXISTING
F • Jr Q /l SMOOTH
TROWELED PERIMETER
FINISHED GRADE 1- (IN) BELOW TOP OF CONCRETE ' Ci
SURFACE FOR PLANTING - FLUSH IF PAVED O•
t ��- 510I CEMENT CONCRETE CURS
ADJACENT TO BUFFER STRIP (CURB AND GUTTER SHOWN)
p, y� FOR CURS DETAILS
/ SEE STO PLAN 101
lo Z 118' TO 114'
NOTES
1. Four feet of the sidewalk width shall C�i" s .
be the minimum pedestrian
accessible route (;,AR. free of vertical
and horizontal obstructions. Gratings,
Access Covers, Junction Boxes,
Cable Vaults, Pull Boxes and other . s�
appurtenances within the sidewalk
must be flush with surface, and match
grade of the sidewalk.
2. Monolithic Cement Concrete Curb and
Sidewalk is not permitted In new
For other referenced NOTES see
construction. When replacement work
STD PLAN 104.2.
necessitates a Monolithic Cement
Concrete Curb build per WSDOT
Standard Plan F-30.10-03.
Paved surfaces must comply With
3. Concrete to be 4,000 PSI.
STD PLAN 102.1 as applicable.
CONTRACTION JOINT
IN SIDEWALK ONLY `► l.� j0 �•
r FULL -DEPTH EA'ANSION JOINT IN BOTH • -} - ' `•
CURB AND SIDEWALK (SEE SID PLAN 101.1)
am" C_ CONTRACTION JOINT
JOINT AND FINISH
DETAIL ••rl►.`,.
PREMOLDE
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
w PUBLIC WORKS CEMENT CONCRETE• PLAN - 102
DEPARTMENT SIDEWALK PI Etc)` LU.
QF i147(1!
it/ -
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CEMENT CONCRETE SIDEWALK
NTS
• Call 811
a two business days
before you dig
N0.
REVISION
CEMENT
CONCRETE
SIDEWALK /
CEMENT CONCRETE
CURB & GUTTER
/j (SEE NOTE 3)
j,
DEPRESSED MONOLITHIC
cuPts i GUTTER
WE DETAIL THS sHeETt
TYPE C2B - ISOMETRIC VIEW
(COMMERCIA. , WITH BUFFER)
NOTES
1. When a driveway width exceeds 15 fee', construct a full depth
expansion Joint with 3/8' joint filler along the driveway lane lines
(see std. plan 102). Construct expansion Joints parallel with the
can',erlins as required at 15' maximum spacing when driveway
widths exceed 30'.
2. See sid. plan 102 for sidewalk details
3. Curb and gutter shown, other curb designs may be specified.
See aid. plan 101 for curb details
4. Not used
5. The engineer will design all driveways to Include e!evadons at all
points marked with symbol 'X'. All elevations are at the back of
curb top on uphill side-
6 Not used
7 For Driveway Widths see DRIVEWAY STANDARDS
(See NOTE 10), The expansion joints (see VA. plan 102) shall be
spaced as shown In the corresponding Isometric New.
& Slopes shall comply with sections R303.2.1 or R303.2.2 or
R303.2.3 of the Revised Draft Guidelines for Accessible Public
Rigbts-af--Way of Novel 23, 2005 (PROWAG).
9. Curb returns for any Type C-MAX Driveway may be approved on
a case -by -case basis
10. STREE- STANDARDS - Renton Municipal Code (RMC)
Tnle IV Development Regulations
CHAPTER 6 STREET AND UTILITY STANDARDS
Section 4-"60 STREET STANDARDS
DRIVEWAY STANDARDS = Renton Municipal Code (RMC)
Title IV Development Regulations
CHAPTER 4
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS
Section 4-4-M PARKING, LOADING AND DRIVEWAY
REGULATIONS
FMZ OF CURB
SEE .._ !SEE DEPRESSED CURB MIA&
CONTAACT�DN JONT - S 1!r ON P•13 SH'_F.T
STD PLAN 1C2 a T? . r t_
b /! ? R RQADV AY
NOT?. DRIVEMMYLONCI'TUD:WL MANSION
JOINTS BW1L1 BE FULL DEPTH
DEPRESSED MONOLITHIC CURB a OUTER DETAIL
FACE OF ADJACENT CURB
t 1'
1 R SURFACE
0
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRVEWAYS, AND ALLEYS
Driveway Exempla: TYPE C18
R-ReSWenBd C•+ComirrMCal ---- --� ,
Nurrlbw of Laren,
(AMxd Lane ComnteMal)
6-aulfsr (Plentinp Slr'p) Bark -No Barter -
Siff. PLAN - IU.2
PUBLIC WORKS I CEMENT CONCRETE DRIVEWAY
DEPARTMENT ENTRANCES - NOTES AND DETAILS
CEMENT CONCRETE DRIVEWAY NOTES
NTS
SURVEYED:
DESIGNED:
DRAWN:
CHECKED:
BY DATE APPR APPROVED:
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
FACE OF CURB
y 6 112'�^
5 1/2' 1"
1Z R. 1" R. 1:24
1 1 TOP OF
112" R. ROADWAY
f+i L
r
T
1 - 6"
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
6 1!2"-, FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
1:12 1:24
TOP OF
1/2' R. ROADWAY
1
to
f
V-6"
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
r
• �,.• .lie�� TOE•
n n• •
PREMOLDED
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
6" CEMENT CONCRETE
1/2' R. 1" R SIDEWALK RAMP
VARIES OR LANDING
FROM 1
6"TOo 1
6"
I
31B" PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
y 6 1/2"_�
SEE DEPRESSED CURB DETAIL THIS SHEET
1.24
TOP OF
f 11- 112• R. ROADWAY
2.
1
io 1
1 - 6-
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF ADJACENT CURB
GUTTER SURFACE
V R.
1" R.
FACE OF CURB
6 112
5 112" 1"
1/2' R. 1" R.
1
• � TOP OF
ROADWAY
1 /
r
81/4" f
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 spacing.
2. Expansion joint shall be full depth, 3/8" (ins premolded joint filler.
3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2
STD. PLAN - 101
DEPARTMENT w PUBLIC 1ti0RCEMENT CONCRETE CURBS
'fa1
CEMENT CONCRETE CURBS
CITY OF
RENTON
VAMP
Planning/Building/Public Works Dept.
NTS
R-433420
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
msippo 08/13/2025 '
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
PAVING DETAIL
7/16/2025
PAGE
DRAWING NO:
C4.51
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