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CEMENT CONCRETE
CURB & GUTTER
(SEE NOTE 3)
DEPRESSED MONOUTHIC
CURB & GUTTER
(SEE DETAIL THIS SHEET)
TYPE C28 - ISOMETRIC VIEW
(COMMERCIA--, WITH BUFFER)
NOTES
1.
When a driveway width exceeds 15 feet, construct a full depth
expansion Joint with 3/8" joint f111er along the driveway lane lines
FACE CF CURe
(see std. plan 102). Construct expansion Joints parallel with the
SEE .C_ SEE DEFREBSED C-A DETA4
centerline as required at 15' maximum spacing when driveway
CONTRAC- ON FONT a 1rr
PAN 102
- ON r.a seer
widths exceed 30'.
li our.
r
h \
- ur R. Too OF
ROADWAY
2.
3.
See std. pion 102 for sidewalk details.
Curb and gutter shown, other curb designs may be specified.
See aid. plan 101 for curb details
.
tl
4
Not used.
-
-I
5.
The engineer will design all driveways to Indude elevations at all
MGM ORNEMY LONGITUDOOL EXPANSION
points marked with symbol •X'. All elevations are at the back of
1D OLIMALL BE FULL IDEFFTH
DEPRESSED ONOLfiH1C CURB & OUT -TER DETAIa.
MA
curb top on uphill side.
6. Not used.
7. For Driveway Widths see DRIVEWAY STANDARDS
(See NOTE 10). The expansion joints (see WA plan 102) shall be
spaced as shown In the corresponding Isomeric view.
8. Slopes shali comply with sections R303.2,1 or R303.2.2 or FACE OF ADJACENT CURE
R303.2.3 of the Revised Draft Guidelines for Accessible Public ' �- 1•
Rigbts-of-Way ufNovember 23, 2005 (PROWAO). f"
9. Curb returns for any Type C-MAX Driveway may be approved on
a case -by -case basis. 1'R/ 'y.---GUTTER SURFACE
- r - :- j.
10. STREET STANDARDS = Renton Municipal Code (RMC)
Title IV Development Regulations
CHAPTER 6 STR EET AN D UTI UTY STANDARDS
Section 4."60STREET STANDARDS DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
DRIVEWAY STANDARDS = Renton Municipal Code (RMC) _
Title IV Development Regulations CliriveWOy Emirriple: TYPE C18
CHAPTER 4 R=ResWenttal C-CorrmordY -- 1
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Numbwof Lonea - 1
Section 4-4-M PARKING, LOADING AND DRIVEWAY (►AX4 LaneComimmet) l
REGULATIONS R=6u1Tsr(PlarfingSlrp) BarcAoautier
PUBLIC WORKS CEMENT CONCRETE DRIVEWAY STD. PLAN — 104.2
DEPARTMENT ENTRANCES — NOTES AND DETAILS t1i""
S c
CEMENT CONCRETE DRIVEWAY ENTRANCE
NOT TO SCALE
FACE OF CURB
6 1/2'
,5 112" 1"
1/2" R. 1" R. 1:24
1 1 TOP OF
1/2" R. ROADWAY
T �
r
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
12"R. ROADWAY
1
_ tD
1'-6
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
• p
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 S
r
31B"PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
6 1/2" '
SEE DEPRESSED CURB DETAIL THIS SHEET
1:24
TOP OF
r r 1• 12•R• ROADWAY
2"
I
1
in
y 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 12" 1"
12" R 1" R.
1 1
" � TOP OF
ROADWAY
r
1
6 114"
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 it
DEPARTINIENT
CEMENT CONCRETE CURBS
NOT TO SCALE
OF 1fASgINC�tS1
46416sv�
0A�"GISTERE9
�ssIONAL
OS/2//IO"
Civil Engineers
001 ASI-001 CJ 9/27/22 DT SURVEYED: SCALE:
=1 Sn ct°rar Engineers T.L. VERTICAL: NAVD 1988
R 4g002 PROGRESSIVE CONSTRUCTION SET CJ 12/5/22 DT DESIGNED: PER SHEET HORIZONTAL: NAD 1983 1991
_ tends�P"n,�naecm
C°m kvP0nners 003 UPDATES PER CONDITIONS OF APPROVAL DT 1 /27/23 DT J.N.
O LWS-M. 004 GRADY WAY STORMWATER REVISIONS CW 12/26/23 TS DRAWN. J.N.
meign°°rs 005 AS —BUILT REVISIONS AA 03/26/24 TS CHECKED: ONE INCH DATUM
Know what's b@IOW. AT FULL SCALE
T A C O M A S E A T T L E DT IF NOT ONE INCH
C a I I before you dig. 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL N O • REVISION BY DATE AP P R APPROVED:
ACCORDINGLY
W 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL
J
1/2"X4" EXPANSION MATERIAL
1/4"R AT JOINTS
SCORE LINES TO BE RADIAL
TO CURB AND GUTTER A
+ W
1
1
1/2"X4" EXPANSION MATERIAL ;
1/4"R AT JOINTS
1/4"/FT. SLOPE
` 1 /2"R
"W"—WIDTH OF SIDEWALK
1/2"X5" EXPANSION
MATERIAL CURB RETURN
ONLY
4" 1 '— PAVEMENT AS PER PLANS
STANDARD CEM. CONC.
CURB AND GUTTER
SECTION A —A
NERAL NOT
1/2"X4" EXPANSION MATERIAL
1/4"R AT JOINTS
A
SCORE LINES
B
CEM. CONC. CURB AND GUTTER
B
1/2"R 1/4"/FT. SLOPE
4.. 1 /2"R
PAVEMENT AS PER PLANS
JPARKWAY STANDARD CEM.
CONC. CURB AND
GUTTER
SECTION B—B
SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS
JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN to- C/C. THEY SHALL
NOT BE LESS THAN 3/16- IN THICKNESS AND SHALL BE EXTENDED 2' BELOW THE GUTTER LINE. 1/2'
THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND $HALL EXTEND 1'
BELOW CONCRETE,
WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLO
JOINT. 1/2•X 5' EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO P.T.'S AT ALL CURB RETURNS.
1/2•X4" EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL.
THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REQUIREMENTS OF CLASS B (3/4") WITH AIR
ENTRAINMENT.
THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2 1/2" TOOLED FINISH.
SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR).
TYPICAL SIDEWALK
NOT TO SCALE
RECORD NOTE 03/26/2024
THESE RECORD DRAWINGS HAVE BEEN
PREPARED BASED ON SURVEY INFORMATION
PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL
WILL BE RESPONSIBLE FOR THE DATA
PROVIDED BY THEM. THE THIRD -PARTY
SURVEYOR WILL BE RESPONSIBLE FOR THE
ACCURACY OF THE ACTUAL LOCATIONS IN THE
FIELD. THOSE RELYING ON THIS RECORD
DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY
BEFORE APPLYING IT FOR ANY PURPOSE.
OCITY OF
R
RENTON
V4397
Planning/Building/Public Works Dept.
TYPICAL SIDEWALK
SY p
ADOPTED
v
CITY OF RENTON
t �_
+
STANDARD PLANS
LST DATE: 04/04
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R-420021 I U)
IN COMPLIANCE WITH CITY OF RENTON STANDARDS �
WATERSHED APARTMENTS
CONSTRUCTION DRAFT SET
STREET FRONTAGE DETAILS
CW
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DATE:
03/28/2023
=
FIELDBOOK:
PAGE:
DRAWING NO:
C7.30
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SHEET: OF:
30 48