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CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
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-- FLUSH wITH GUT-TER
PAN AT SIDEWALK
RAMP E NTRANC E
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1 '2" R. ROADINAY
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1 • 6"
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DEPRESSED CURB SECTION
AT SIDEWALK RAMOS
61 CEMENT CONCRETI
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iAN
VARIES RDIN:
FRONT
3,,"B" PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURS
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
SEE DEPRESISED CURB DETAIL T-JIS SHEET
114
TOP OF
, 1;2;. R. ROADO'AY.
R
4. *\
-t
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY,
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
1 >2" R,
FACE. OF ADiAl;ENT CURB
GUTTER SURFACE
t
FACE OF CURB
6 1/2"
1.,
DEPRESSED CURB DETAIL
AT RESIDENTIAL. OR COMMERCIAL DRIVEWAYS, AND ALLEYS
GENERAL NOTES
1. See standard plans 102 and 1,01: 1 for cart. ie xpiansior� ar d antract or joint, spacing,
2. Not used.
3. For Depressed Monolithic IDrIveway Curie & Gutter Section, see Standard Piart 104.2
:Zg P BLIP WORKS
DEPARTMENT
CALL 2 DAYS
BEFORE YOU DIG
1- 800 - 424 -5555
(UNDERGROUND UTILITY
LOCATIONS ARE APPROX.)
CEMENT CONCRETE CURBS
CEMENT CONCRETE CURBS �
PER CITY OF RENTON STD PLAN 101 CO3
NTS
TOP OF
ROAD AY
STD . PLAT — 101
: :. l�14 E =._
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL DAVIDO CONSULTINGGROUP, INC.
FIELD VERIFY GRADES. UTILITIES. AND
ALL OTHER EXISTING FEATURES AND Civil • Structural • Land Use
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN AND /OR PLANS CANNOT BE 1501-9 Bothell Way NE. Suite 600
CONSTRUCTED AS SHOWN, CONTACT Lake Forest Park. WA 98155
DCG PRIOR TO CONSTRUCTION. '106.523.0024
P.O. Box 1 132
Freeland, WA 98249
360.331.4131
NO.
—_ SEE C° !:TtiA I
;�c yo► =�� : P
CURB NOT INCLUOLD IN BID ►, EM -
�
�z
EE i AISEC ED'C E t y .;tv: PRt „'OLDELD
T�iS SHEET
SLOPES
2 17 {Iv.. k. P. MTH �; :5'<D EDGE
J
OR .�
38' :IN PREMCLDED ' FINISHED GRADE 1 •;N; BE.iv�1'
JOINT FILLER TOP OF CONCRETES }RACE
- C SIDEWALK
ADJACENT TO CURB 'u {N ?SEE CONTRAC'}
RO:i DINts
CURB NOT INCLUDED IN S:L 1 TI =T.a ,-
5RIOGE OR PEDESTRIAN PREMO' LDED ' !`• ' a • WALL OR BARRIE
RAILING JOINT Fts_LER
ADJACENT TO CURB
BARRIER - SEE SIDEtiVALK (STEEP FI -L SLOPES:
CONTRACT PLANS i ;SEE CONTRACT; WALL Ok BARRIER
i t (ICI: R (TYP.: �. .
LAS , r 1 5 CURB NOT INCLUDED IN BID ITEM - SIDEWALK
41to - *w�vVERTICAL. WALL - 3r8' ;IN) PRE tOLDEO •«- - f -� : •
SEE DETAIL OINT FILLER (TYP.i ' • : , • • •. f��
ADJACENT TO CURB AND RAILING OR WALL 313' cty, t =REtAo jLDED
JOINT FILLER
SIDEWALK BUFFER S -RIP
(SEE CONTRACT I SEE NOTE t;
1r2- TIN: R. ' SIDEWALK ADJACENT TO WALL DETAIL
�1 TYP., CURB NCT INCi_:. °7E [N BID ITEM -
1 5 5 MIN 6
aS •4 LEVEL
FINtSHED GRADE V €N; BELOW TOP OF CONCRETE •
SURFACE FOR PLA14MNG - FLUSH IF PAVED z . •i •
ADJACENT TO BUFFER STRIP ,' .l ` ` `IN • �'•' ` • '
SROOMED FINISH • l _.._' , �'
a 4` WIDE SMOOTH
• !” �. '` �y �', TROWELED PER METER RAISED EDGE DETAIL
EX?END SIDEWALK TRANSVERSE
JO INTS TO INCLUDE RA►SE-I EDGE
y$�s
0 "� r
q � f CEMENT CONCRETE CURB
(CURB AND GUTTER SHOWN:
NOT INCLUDED IN BID ITEM
�> N i
For NOTES see STD PLAN 104.2.
M ra Paved surfaces must comply with
STD PLAN 102.1 as applicable
Z 18 TO 14
CONTRACTION 1OIHT
\ _
IN WALK O SIDEWALK S 'siLY
•�. �� ` ' Vii: � � ' • � B `�d. • � • `�y. •
EXPANSION JOINT IN BOTH •'� r0 ,' ► • •A.'�• �O
CURB AW SIDEWALK i SEE STD PLAN 101 i • •� q R • . r � 9
G, PUBLIC WORKS
DEPARTMENT
REVISION
"NT AND FINISH PREMOLDED
F
JOI
DETAIL NT ILLER
E EXPANSION JOINT C CONTRACTION JOINT
CEMENT CONCRETE STD• PLAN — 102
SIDEWALK PPRO 'ED- I
Gregg Zimmerman, Public Works Administrator
CONCRETE SIDEWALK DETAIL too""F�
PER CITY OF RENTON STD PLAN 102 003
NTS
SURVEfED:
DesaGNED:
TIM GABELEIN
DRWN:
NATHAN DAVIS
CW -CKm:
ERIK DAVIDO
BY DATE AP P R APPROVED:
ERIK DAVIDO
SCALE:
AS NOTED
ONE INCH
AT FULL SALE
IF NOT ONE INCH
SALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
NOTES
1. When ai driveway width excess 15 feWtz, oonstruct a full depth
expansion joint wfth 3/8" joint filler along the driveway lane lines
(see std. plan 102). Construct expansion JoInts parallel with the
centallne as required at 15' mulmum spackV when dtivewey
W dths exceed 30'.
2. See std. plan 102 for sidewalk, details,
3. Curb and gutter shown, other curb designs ray be specified.
See std, plan 101 for Curti doWls.
4. Not used,
�y
MONOUTW.
c:uRe a c�uT>r�
(M DETAIL IM SHEET)
TYPE C2B - ISOMETRIC VIEW
(COMMERCIAL, W TH BUFFER)
8, The engineer Will design all drtveways to Include elevatlons at all
points marked with symbol "X *. All Ielevafions we at the back of
curb top on uphill side.
8. Not used.
7, For Ddve"y Widths ses► DRIVEWAY STANDARDS
(See NOTE 10). The expansion joints (see std. plan 102) shall be
spaced as shown In the corresponding lsorr3etric view.
8, Slopes SINN comply with sections R303.2.1 or R303.2.2 or
R303.2.3 of the Revised Dmft Guidelines for Acemible Public
Rights- of-Way of November 23, 200 (PROWAG)r
9, Curb returns ibr any Type C -MAX Drtveway may be approved an
a case•by -cake basis.
M STREET STANDARDS = Renton Municipal Code (RMC)
Tdle IV Development Regulations
CHAP'T'ER 6 STREET AMID LITILITY STANDARDS
Section 4-6-060 MEET STANDARDS
DRIVEWAY STANDARDS = Renton Municipal Code (RMQ
11tie IV Development Regulations
CHAPTER 4
CITY -WIDE PROPERTY DEVELOPI IMT STANDARDS
Section 4••4-M PARKING, LOADING AND DRIVEWAY
REGULATIONS
CEMENT CONCF*-TE
Cm a au im
(SEE NOTE 3)
FACE OF CLNM
SEE SEE oEPREssED CLM DETAIL
COW RAC TION JOWT _ e trr — am THw SHEET
sTO P tae s trr
iR• R. TOPOF
•" ` ♦ 1 ROADMY
NOM ORIVENMAy LONGRUOWAL 9WAI1* 10N
JOWM SWLL W FULL OEP I H
DEPRESSED MONOLITHIC CURS a GUTTER DETAIL
FADE OF ADJACENT CUM
1
R = SURFACE
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COWAERCLAL DRIVEWAYS, AND ALLEYS
Ddveway Example: TYPE C'I B
R�ResldenlW, c=Co�r►aa� - � � 1
1!I*ITtbsr of L n",
(MAXI Lens Cort'rrrr AQ
CEMENT CONCRETE DMVEWAY
ENTRANCES NOTES AND DETAILS
CEMENT CONCRETE DRIVEWAY H
PER CITY OF RENTON STD PLAN 104.2 CO3
NTS
�- CITY OE
RENTON
Planning /Building /Public Works Dept.
R- 380901
s'1'fl. RM - 104.8
IN COMPLIANCE WITH CITY OF RENTON
S ANDARDS
BY: ✓ "" Date:
BY: Date:
BY: Date:
BY: Date:
SHUTTLE EXPRESS - RENTON PARKING LOT a2/1 2/10/2015
800 SW 16TH ST naliso -
RENTON, WA
DP.VMM 00.
DETAILS
C08
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