HomeMy WebLinkAboutR-436327NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE05E,W.M.
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FACE OF CURB
6 112" _
1/2" R. 1" R. 1:24
1 1 TOP OF
1/2" R. ROADWAY
1 -
r �
T
V-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
112" R. ROADWAY
1
to T
1 6"
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
0.
PREMOLDED t •
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
6" CEMENT CONCRETE
112" R. 1„ R SIDEWALK RAMP
VARIES OR LANDING
FROM 1T
6" TOO 1 /
T
318" 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
I T 1• 12" R. ROADWAY
2" ,
1
1
ip
T
1 6"
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF ADJACENT CURB
GUTTER SURFACE
FACE OF CURB
6 1/2"
5 112" 1 "
112"R. _ _ 1 " R.
1 1
• TOP OF
ROADWAY
� i
T
8 1/4'
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" (in.) premolded joint filler.
3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2
STD. PLAN - 101
a PUBLIC WORKS CEMENT CONCRETE CURBS
DEPARTMENT
CEMENT CONCRETE CURBS
NTS
SEE NOTE /B"R X 5/B"D DUMMY JOINT SEE NOTE 2
r
3/8' PREMOLOED JOINT FILLER (TYP)
FACE OF
CURB
6 1/2" I 13"
CENTERLINE OF
I S� FRAME & GRATE
ti
5 1 2" I.1" �Vr
' ;' 2" R. 1 " R. MATCH
f ROADWAY
SLOPE
i
p'
1/7
�p
D
D�
SECTION O
GENERAL NOTES:
' . The intent of this design is to facilitate the removal
of a catch basin with minimal disturbance
of the curb.
?. The expansion Joints of the
adjacent sidewalk shall
be adjusted to be In
line with these curb
expansion joints. I /
FRAME AND GRATE - NOT INCLUDED
IN CURB AND GUTTER BID REM
TOP OF
ROADWAY
ADJUSTMENT SECTION - NOT INCLUDED
IN CURB AND GUT ER BID ITEM
CATCH BASIN - NOT INCLUDED
IN CURB AND GUTTER BID ITEM
CEMENT CONCRETE
CURB AND GUTTER
CEMENT CONCRETE CURB SM. PLAN — 101.1
PUBLIC titi o:�ItS INSTALLATION AT PRO D:
D' PAR I M NI CATCH BASINS
8
DATE
CEMENT CONCRETE CURB
INSTALLATION AT CATCH BASINS
• Call 811
• • two business days
before you dig
2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL
1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL
0 CIVIL CONSTRUCTION PERMIT
NO. REVISION
NTS
SURVEYED:
ZLN
DESIGNED:
MDR
JSF
12/8/2025
JSF
JSF
08/31/2025
JSF
°RPWN' RAG
MDR
05/27/2024
JSF
CHECKED:
MNF
BY
DATE
APPR
APPRwED:
JSF
0 2' 4' 8'
1 inch = 4 feet
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL NAVD 1985
HORIZONTAL HAD 1983/1991
B RAISED EDGE DETAIL 1 ° 5 SIDEWALK
LEVEL 112EXTEND SIDEWALK TRANSVERSE 1' • D• 1' - D'
V2' (IN) R I '.'NTS
TO INCLUDE RAISED EDGE
• ROD DING 2-0% 1 tf2' (IN) R. IT)FQ • V.-
. •. 10e.
�J T•• t v „n'--'i
SEE RAISED EDGE
11' - 0"I SIDEWALK DETAIL - THIS SHEET TYPICAL UI
ALL CUT SIDEWALK
MIN.
SLOPES WITH RAISED EDGE
1/2' (IN) R. (rYP.)
FOR CURB DETAILS
J 10 � - SEE STD PLAN 101
SIUt WA
ADJACENT TO CURB I' D' V D MIN
ROLLING r- 1r2' (IN) R. (TYP.)
I _2.0% I 1 1.5%
-��—<
•
BRIDGE OR PEDESTRIAN
RAILING
S
ADJACENT TO CURB
BARRIER -SEE
FOR CURB DETAILS
SIDEWALK SEE STD PLAN 101.
(STEEP FILL SLOPES)
CONTRACT PLANS
ALL OR BARRIER
! '
1Y2" (IN) R- (TYP-)
1
SIDEWALK
FLUSH
1.5%
v
••t 1/2'
N) R.
VERTICAL WALL-
,� -
�• - - - - ��,
;i•� •'..
'
SEE DETAIL
- -
318' (IN) PREMOLDED J
JOINT FILLER
ADJACENT TO CURB AND RAILING OR WALL
e (IN)
PREMOLDED
JOINT FILLER
FOR SIDE
TREATMENT
SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL
bFLQTHLR
(SEE NOTE 10)
SIDEWALK
it SECTIONS
1/2- (IN) R.
'a
1 5%
(TYP )
FOR CURB DETAILS
LS%MIN. SEE STD PLAN 1D7
FINISHED GRADE 1' (IN) BELOW TOP OF CONCRETE O, DI
SURFACE FOR PLANTING- FLUSH IF PAVED
ADJACENT TO BUFFER STRIP 0'
0"
r3/B' (IN) PREMOLDED JOINT FILLER
/ TYPICAL WHERE APPLICABLE
FOR CURB DETAILS
/ SEE STD PLAN 101
��' f4/+ ,EXISTING ROADWAY
�'7}---�� // CRUSHED ROCK BAS
t_-�.r� 1
CRUSHED SURFACING TOP COURSE (CSTC)
COMPACT TO 957. MODIFlED PROCTOR
(UNLESS REQUIREMENT WANED BY
ENGINEER) TYPICAL UNDER ALL CURB,
GUTTER 6 SIDEWALK. CSTC UNDER
CURB 3 GUTTER TO BE 6• THICKNESS OR
MATCH EXISTING ROADWAY CRUSHED ROCK
BASE, WHICHEVER IS GREATER MT. FOR
ALL CURB E GUTTER).
1 FINISHED GRADE 1- (IN) BELOW
TOP OF CONCRETE SURFACE
FOR CURB DETAILS
SEE STD PLAN 101
GROOMED FINISH
OR MATCH EXISTING
4' WIDE, SMOOTH
TROWELED PERIMETER
CEMENT CONCRETE CURB
(CURB AND GUTTER SHOWN)
FOR CURB DETAILS
SEE STD PLAN 101
- z 1/8' TO 1/4"
NOTES
1. Four feet of the sidewalk width shall
be the minimum pedestrian CONTRACTION JOINT . • ••�iB•' , '
P _ - ►�
accessible route pna; free of vertical IN SIDEWALK ONLY ► • ��o :
and horizontal obstructions. Gratings, FULL -DEPTH EXPANSION JOINT IN BOTH • , • • • ••
Access Covers, Junction Boxes, Cable Vaults, Pull Boxes and other CURB AND SIDEWALK (SEE STD PLAN loll)
S�
appurtenances within the sidewalk ��c� a a C CONTRACTION JOINT
must be flush with surface, and match q�
grade of the sidewalk. JOINT AND FINISH
DETAIL • ,
2. Monolithic Cement Concrete Curb and I sal •.
Sidewalk Is not permitted in new For other referenced NOTES see ' •' i ;gip ° ;
construction. When replacement work STD PLAN 104.2. '
necessitates a Monolithic Cement PREMOLDE
Concrete Curb build per WSDOT JOINT FILLER
Standard Plan F-30.10-03. Paved surfaces must comply with
STD PLAN 102.1 as applicable. E FULL -DEPTH
3. Concrete to be 4,000 PSI. EXPANSION JOINT
i► PUBLIC WORKS CEMENT CONCRETE PLAN - 102
� DEPARTMENT SIDEWALK 104,7
f r
CEMENT CONCRETE SIDEWALK
S.
OF WA5'
o
39847 1601 5th Avenue, Suite 1600
GISTE- Seattle, WA 98101
10NAL E206.622.5822
12/09/2025 www•kpff.com
CITY OF
PRI RENTON
NXW
Planning/Building/Public Works Dept.
NTS
3
C6.20
R-436327
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
HBray 12/31 /2025
SOLERA TOWNHOMES
2842 NE SUNSET BLVD
RENTON, WA 98056
ROAD DETAILS
DATE:
05/30/202
RELDBOOK:
PAGE:
DRAWNG NO:
C6.21
SHEET:OF:
27 55
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