HomeMy WebLinkAboutR-423013FACE OF CURB
6 12"
_-
5
12" R. - _ 1" R 1:24
1 1 TOP OF
1/2" R. ROADWAY
f
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
1
m1
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
3/8"
6" _ CEMENT CONCRETE
12" R. 1" 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
612"-
SEE DEPRESSED CURB DETAIL THIS SHEET
1:24
TOP OF
r / 1• 12'R. ROADWAY
2"
1 -
1
aD
r
1'-6"
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF CURB
I I FACE OF ADJACENT CURB
• p A;3iB•• P GUTTER SURFACE
PREMOLDED • N
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
1
_612'-
5 2" 1"
1 1
� TOP OF
ROADWAY
`v r
1
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
a PUBLIC WORKS STD. PLAN - 101
DEPARTMENT CEMENT CONCRETE CURBS 1 t
�T-
J
J
Lu
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m
FACE OF
BARRIER
SEE
SHOULDER CONTRACT W •- SEE TABLE
6 x 12 BLOCKOUT 12" 6 x 8 TIMBER POST, OR
(SEE NOTES 3 & 4) ACTUAL W6 x 8.5 OR W6 x 9
STEEL POST
(SEE NOTES 1 & 5)
N 1 31111
GROUND LINE
SLOPE BREAK
POINT
SLOPE•-
s" RAISED EDGE DETAIL o 8 SIDEWALK
LEVEL �I 112' EXTEND SIDEWALK TRANSVERSE V-D' V-0- 318"(IN) PREMOLDEDJOINT FILLER
12- (IN) R. I JOINTS TO INCLUDE RAISED EDGE TYPICAL WHERE APPUCABLE
ROUE DING 2..091
(I ) ! )
'. •.• I FOR CURB DETAILS
< 1.S% _ SEE STO PLAN 101
1' (IN) R. • • �. • • StV�J i• �•'^ ..nr .:. • •• • : /�7tCaIUSTING ROADWAY
ED ROCK BAS
SEE RAISED EDGE
ri]ON..6
' SIDEWALK DETAIL -THIS SHE `TYPICAL UNDER CRUSHED SURFACING TOP COURSE (CSTC)
ALL CUT SIDEWALK OLIPACT TO 95% MODIFIED PROCTOR
ALE/WITH RAISED EDGE (UNLESS REQUIREMENT WANED BV
112" IN R. (UNLESEREQUIRALUNDERVE CURB( ) (Tn'.) GUTTER & SIDEWALK. CSTC UNDER
1 FOR CURB DETAILS CURB & GUTTER TO BE 6 THICKNESS OR
1.5% SEE STD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK
Oa „ BASE, WHICHEVER IS GREATER (TYP. FOR
AN�T1iR • •• • •• q•) ALL CURB & GUTTER)F NISHED GRADE 1- (IN) .
�\yy�`�'• 1 TOP OF CONCRETE SURFACEW
2'-0' SIDEWALK
ADJACENT TO CURB 0MIN
1,.
- D• 1. DING ' 12' (IN) R. (TYPJ
1 FOR CURB DETAILS
_2.0% SEE STD PLAN 101
BRIDGE OR PEDESTRIAN 5���1"` , �••• `WY?'µ• •�!••�
RAILING
FOR CURB DETAILS ADJACENT TO CURB
BARRIER -SEE SIDEWALK SEE STD PLAN 101 (STEEP FILL SLOPES)
CONTRACT PLANS ALL OR BARRIER
1/2- (IN) R. (TYP.)
FLUSH I SIDEWALK
!•r 12" N) FL
VERTICAL WALL - , � . r
SEE
3/8- (IN) PREMOLDED %V
JOINT FILLER
ADJACENT TO CURB AND RAILING OR WALL a" IINI
PREMOLDED
JOINT FILLER
FOR SIDE
TREATMENTI SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL
bLL
SIDEWALK (SEE NOTE 10)
SECTIONS 1/2'(FOR
R
1.s,4 FOR CURB DETAILS
_ 1.8% MIN. SEE STD PLAN 101
BROOAIED FINISH
OR MATCH EXISTING
0"
4• WIDE, SMOOTH
5'
TROWELED PERIMETER
FINISHED GRADE i" (IN) BELOW TOP OF CONCRETE
SURFACE FOR PLANTING - FLUSH IF PAVED
0"
/ ,
CEMENT CONCRETE CURB
ADJACENT TO BUFFER STRIP
(CURB AND GUTTER SHOWN)
�J
FOR CURB DETAILS
SEE STD PLAN 101
� 5
IV
/
0"
/05,
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NOTES
1. Four feet of the sidewalk width shallbe the minimum pedestrian CONTRACTION JOINT IN SIDEWALK ONLYaccessible route (PAR; free of verticaland horizontal obstructions. Gratings,FULL•OEPTH EXPANSION JOINT IN BOTH
Access Covers, Junction Boxes, CURB AND SIDEWALK (SEE JOINT
PUN BOTH
Cable Vaults, Pull Boxes and other
appurtenances within the sidewalk `r
Pp 1431. are C CONTRACTION JOINT
must be flush with surface, and match
grade of the sidewalk. JOINT AND FINISH
I DETAIL
2. Monolithic Cement Concrete Curb and ••••�I ��� �'.
Sidewalk Is not permitted in new For other referenced NOTES see . ; i'• R
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
1 -
PUBLIC WORKS CEMENT CONCRETE STD. PLAN 102
,,l1 ;�,,., j;Ii
DEPARTMENT SIDEWALK +�,IC
,
BEAM GUARDRAIL TYPE 31 r� NOTES
3' -1 1/2" 1 6' - 3" 1 6- 3" 1 6- 3" 1. Refer to Standard Plan C-1 band C-20.11 for
additional details not shown on this plan.
iv
MID SPAN _�
SPLICE
GROUND LINE
4 114"1 1 3' - 1 1/2"
(TYP.)
1 41/4"
10 : 1 OR FLATTER / SEE TABLE iy (TYP.)
Sri \\
TYPICAL SECTION - WITHOUT CURB
(6- - 0" POSTS)
RAIL ELEMENT 2 (TYP.) IIf 3/4" (IN) x 2 1/2" (IN)
6 x 12 BLOCKOUT SLOT (TYP.)
(SEE NOTE 4)
LL 6 x 8 TIMBER POST OR
- W6 x 8.5 OR W6 x 9 STEEL
POST (SEE NOTES 1 & 5)
o --=-- 6,
0 5/8" (IN) x 14" (IN) BUTTON ACTbA
KD L HEAD BOLT WITH 7/32" (IN) -�
w OVAL GRIP AND
a
RECESSED HEX NUT
(TYP.) (SEE NOTE 6)
PLAN VIEW 1 3116r i
3/4" (IN) DIAM. HOLE THROUGH
BLOCK FOR TIMBER POST
ATTACHMENT
3/4" (IN) DIAM. HOLE THROUGH j
BLOCK -• FOR STEEL POST J
ATTACHMENT
FACE OF BARRIER WOOD BLOCK
Z
(SEE NOTE 4)
f SHOULDER W - SEE TABLE
6 x 12 BLOCKOUT _ 126 x 8 TIMBER POST OR
(SEE NOTE 4) ACTUAL W6 x 8 5 O NOTES STBE ,L
POSPERMISSIBLE CURB
PLACEMENT AREA
(SEE NOTE 2)
FACE OF _ ~ 1 io GROUND LINE
CURB LIMIT Z SLOPE BREAK
,tPOINT
10 : 1 OR FLATTER SLOPE
SEE TABLE
i�
EXTRUDED CURB TYPE 1, 2, 3, 4, 5,
OR 6. (SEE CONTRACT FOR TYPE).
FOR EXTRUDED CURB DETAILS,
SEE STANDARD PLAN F-10.42 ELEVATION VIEW
TYPICAL SECTION - WITH CURB
(6'- 0" LONG POSTS)
2. Extend shoulder pavement to provide a base for the
extruded curb. See Contract Plans for exceptions to
distances shown.
3. Use a single block or combination of blocks (no more
than two (2) to achieve the actual 12" (in) offset.
See Standard Specification, Section 9-16.3(2).
TYPICAL ELEVATION
Wood blocks shall be secured to the posts with anti -
rotation nails. If combination blocks are used, the
adjacent blocks shall be toenailed with two 16d
6'- 3"
1 3' -1 1/2" galvanized nails to prevent block rotation.
SYMMETRICAL
4. Wood blocks are shown. Blocks of an approved
ABOUT c
alternative material may be used. See Standard
- Specification, Section 9-16.3(2).
5. All posts for any standard barrier run shall be of the
e
same type: timber or steel.
6. Attach blockouts to steel posts using bolt holes
TYPICAL RAIL ELEMENT
on approaching traffic side of post web.
1/4" (IN) OR 13/16" (IN) DIAM. HOLE 7. Anti -rotation holes in steel posts are not required
FOR ANTI -ROTATION 16d NAIL (TYP.) when using blocks with anti -rotation features
SLOPE/EMBANKMENT TABLE
FOR 6', 8', 9', AND 11 LONG POSTS
POST
SLOPE
W (FT)
LENGTH
6-FOOT
2H : 1V OR
2.5 MIN.
FLATTER
6-FOOT
1H : 1V OR
4.0 MIN.
FLATTER
8-FOOT
1H : 1V
2.5 MIN.
0
8-FOOT
2H : 1 V
(FACE OF BARRIER AT
SLOPE BREAK POINT)
0
* 9-FOOT
1.5H : 1V
(FACE OF BARRIER AT
SLOPE BREAK POINT)
0
* 11-FOO
1H : 1V
(FACE OF BARRIER AT
SLOPE BREAK POINT)
* MAY BE USED ONLY IF SHOWN IN
CONTRACT DOCUMENTS
/(1/4" DIAM. HOLE SHOWN) (e.g., routed blocks).
(SEE NOTE 7)
ANTI -ROTATION
a ` NAIL 16d (TYP.)
_ 1 W6 x 8.5 x 6' (FT) OR 5/8" (IN) RECESSED
NI
VV6 x 9 x 6' FT LONG �
----- - STEEL POST / HEX NUT (TYP.)
'llr SEE NOTES 1 & 5 %\
3/4 OR 13/16" ( )
DIAM. HOLE FOR \ 6 x 12 BLOCKOUT (TYP.)
BUTTON HEAD '� 5/8" (IN) RECESSED (SEE NOTE 3) ..
BOLT (TYP.) HEX NUT (TYP.)
STEEL POST
CUT WASHER °
o,
% (TYP.) ANTI -ROTATION 5/8" (IN) x 14" (IN) BUTTON
/ NAIL 16d (TYP.) HEAD BOLT WITH 7/32" (IN)
OVAL GRIP AND RECESSED
HEX NUT (TYP.)
T (SEE NOTE 3) (SEE NOTE 6)
6 x 8 x 6' (FT) LONG
TIMBER POST
(SEE NOTES 1 & 5)
OV WASry��� 11
I� (SEE NOTE 3)
ANTI -ROTATION
Fri
NAIL 16d (TYP.)
ANTI -ROTATION
6 x 8 TIMBER POST OR NAIL 16d (TYP.)
W6x8.5OR W6x9-
STEEL POST (TYP.)
(SEE NOTE 3) RAIL ELEMENT
(TYP.)
518" (IN) x 1 1/4" (IN) BUTTON HEAD BOLT
WITH 7/32" (IN) OVAL GRIP (TYP.)
AND RECESSED HEX NUTS -
EIGHT (8) REQUIRED PER SPLICE
JE�
g OF C�
EGAV0� II
II
5/8" (IN) x 22" (IN) BUTTON HEAD BOLT 'I
WITH 7/32" (IN) OVAL GRIP AND J
RECESSED HEX NUT (TYP.)
ISOMETRIC VIEW
1
2_
3
4
NO.
Aug 17, 2021
BEAM GUARDRAIL TYPE 31
STANDARD PLAN C-20.10-07
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
Aug 20, 2021
STATE DESIGN ENGINEER
AML
W, Washington State Department of Transportation
r
EXISTING ASPHI
PAVEMENT
SAWCUT
(SEE NOTE 2)
RTERIAL STREET MINIM
7" HMA (or ACP Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
RESIDENTIAL STREET MINIMUM I
4" HMA (or ACP 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.
4r� O
PUBLIC WORKS
DEPARTMENT
CITY COMMENTS
SES
0/ 12/22
SHM
SUED: RDW
REVISE WALL
SES
3/7/23
SHM
DESIGNED:
SHM
CITY COMMENTS
SES
1 /25/23
SHM
CITY COMMENTS
SES
6 5 23
SHM
DRAWN: SES
CHECKED: cHI,
JSH/M/
REVISION
BY
DATE
APPR
APPROVED:
CURB AND GUTTER
REPLACEMENT DETAIL
6 MN.
v4RE5 iSEE NDTE - µ _ 6 KIN
(SEE NOTE a:
i (SEE NOTE 1)
1I is OF PAVEo
r
DRIVEWAY REQUIRED
N EJI/ANSONIO J
ilA � (
CO
sE
SFE NOtE 5
z
I
�
ENI
ICRETE
SEE NDTE1 cu GE/.CONCRETER RA1.W WITH tv B CVM aCUER IT JJ
SLOPE (TYPO !SEE NOTE DI
la• CONTRACTION JOINT (TYP I
(SEE srD. PLAN 10 PLAN VIEW
VAWES
r Wit IOAW Ii1 ~ a 31 U" SEE NOTE a ITWO
t2mm.w
:I
NW6•WIN 6•MN WRSWDcLft a CURERK M• exPMSION JOWTITYP t I=NOTE II
SECTION O SEE STD. PUN 1021
-.� vJ R(N►.1 SO6WYKNIUMJ
10% DIFFERENCE W SLOPE MAX - \ �
-DRIVEWAY Ift.4"ITNE SLOPE ISLOPE eNOWH ExAG9ERAiED1 _ \ 1E1•
151 OWANAIV ..,� E-wN
P
�l • )' ' �^ SE NOB
DRNEWAY"REUTNE �'.�
NEGAINE SLOPE ISOPE • ' • •, ' . _ - ...
SHOWNE%AGII IE I l
CEMENT CONCRETE
CURS 6 GUTTER
(See NOTE 3)
CEMENT
ONCRE-E
sNkti•: Atx
TYPE RIB - ISOMETRIC VIEW
(RESIDENTIAL. WITH BUFFER)
STD. PLAN - 103 o
Rfl D:'A PUBLIC WORKS CEMENT CONCRETE DRIVEWAY
7Z ` `" ' ` DEPARTMENT ENTRANCE -TYPE RIB
are T
PROJECT NO. 20134
`t IIIDEKO�
CIVIL ENGINEERING
P�Gt/
LANDSCAPE ARCHITECTURE
0 ,� 41846 a •� PLANNING
���•:,�/STE�,�•c4`' DESIGN SURVEYING
FSS/01VAL ENG�
-5-Z3 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
SCALE:
HORIZOTAL: NAD 1983/1991 T
Y OF
OR) RENTON
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
For NOTES STD. PLAN 104.2
STD. PLAN - 104.3
'RU6VFD r
l 7 / -14T
Gregg Zimmerman, Public Works Administrator
R-423013
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Tli
DEVELOPMENT ENGINEERING 0
Wanders 06/07/2023
L
F4it 11d FA-MilkirFIXI
►Sllay:�I/yam
FIELDBOOK:
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DRAWING NO:
C3.32
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