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FACE OF CURB
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5 IN" 1'
• � 1" R.
114
TDP OF
ROADWAY
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CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
G 1 2'- — FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
1'24
TOP OF
1 r2' R_ ROADWAY
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DEPRESSED CURB SECTION
AT SIDEWALK R"PS
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Y , P
PREMO DEO
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
CEMENT CONCRETF
SIDEWALK RAMP
W+AFiIElS OR LANOIING
FRIM 4
Ir o u
3+13' PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK TRAMPS AND LANDINGS
FACE OF ADJACENT CURB
SEE DEPRESSED CURB DETAIL THIS SHEET
1:24
TOP OF
1/2" R. ROADWAY
1
2'
L
L
T
1' • B`
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR CCWLIERCIAL DRIVEWAYS SEE STID PLAN 1DC2
FACE OF AWACENT CURB
GUTTER SURFACE
5 1f1' 1"
~— 1' R.
1
FACE OF CURB
$ 1I4`
t
CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIOIENTtAL OR COMMERCIAL DRIVEWAYS-ANDALLEYS
GENIPAL NOTES:
1 See standard pans 102 and 101.1 for curb expansion and contmictiDn tplrwi Wspng
2. Expansion Taint shall be full depth, 318" {in.I pTQmulded joint Filter.
3 For Depressad Monolithic Dnveway Curb & Gutter Section, see Standard Platt ID41
TOP OF
ROADWAY
iJ B LIBLIC WORKS Rl S ` PD. I PL&W — 101
PUBLIC
A+IEhT CEMENT CONCRETE CURBSDEPARI I
CEMENT CONCRETE CURBS (RD1
NOT TO SCALE C09
BASE MAP/TOPOGRAPHY PROVIDED BY
�N� W. Gqe
OTHERS. DCG CANNOT BE HELD LIABLE
9706 4th Ave NE
O of Was , F�
�� Dig d
FOR ACCURACY. CONTRACTOR SHALL
Suite 300
Seattle, WA 98115
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FIELD VERIFY GRADES, UTILITIES AND
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ALL OTHER EX FEATURES &
P: 206.523.0024
CONDITIONS. IF CONDITIONS ARE NOT
F: 206.523.1012
o ,`,;P20.01.
TOSS
AS SHOWN &/OR PLANS CANNOT BE
www.dcgengr.com
ONW `G� GG
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
� Rf41SED EDGE DETAIL 1
' ID WALK
LEVEL 1I2' EATEN SIDEWALKS TRANSVERSE IROLJ
319' [IN) PfREMOLDED JOINT FILLER
112_(IN)RJOdNTS TD INCLUDE RAJSEO EDGE TYPICAL WHERE APPLICABLE
aING '_2 0% 1 VTON) It jTYP•j FOR CURBQETIJLS
SEE SmTO PLAN 101
STIMG ROADWAY
1' . " +. + 0 _ ]r �CiiU3HED i40CIS BLS
SEE RAISED EDO
1- - CrI BDEWAJC DETAIL - THiS SH TMC L UMDER CMJSHE I _FIFJICl1-13 70P UOURBE
,qu Cur 340EWALK OMPACT TO 95% W00111ED PRO TC pR I
S1.CIPUT MIN WITH RAISED EDGE (UAILEM REQVIREMENT WA WAIVED BY
ENGINIEER; TYPIM UNDER ALL CURIA
IX (IMD Rt. tTw1J GUTTER &SiDEWWALK. CSTC CINDER
` 21796 1 FOR CURB DETAILS CURS & GUTTER TO BE T THICKNESS OR
$I'E STID PLAN 101 J MATCH DOSTIMO R4+ti WAY CRUSHED ROCK[
BASE, WHICHEVER I5,GREATER (TYP. FOR
A> fiE#� �• + '' ALL G1aR9 4, GL17TERI-
,�`"x• tip°.:•'' f
FINISHED GRADE 1' (1 N) BELOW
lr 1 TOP OF CONC RUE SURFACE
7 SIQEWALK
Aa ACENIT TO Ct1RS 1. D' 1 cr RAIN
ROU d HG 11t (IN) R (r*P.1
t FOR CURa OCTA"
�3 * IJ % SEE STD PLAN 101
GRID GE OR PCOESTFIM 5_ tt
-RAILING Cry w
I OR GURU DErAILs 14DJACENT TO CURB
t3MRIER -$CE SIDEWALK SFF 571) PLAN 101 [9xEEP Fitt. SLOPES)
CONS mcir PLANS JJ AL.L 09 PARRIFFi
I mr {ITV( R. ITYP. i l SibEW+1L3[
FL USH
r
VERTCCALWALt-
-- �
SEE MAIL a• - '..+ : i
318- (IN) PREMOLDE0
JOINT FILLER
ADJACENT TO CURB AND RAILING OR WALL B• [IN]
PFtEMOli7Ef]
JOINT FILLER
TREE TIDE JOINT
SIuESIDEWALKBUFFER STFOP SIDEWALK ADJACENT TO WALL DETAIL
SEE OTHER SIDEWALK (SEE NOTE 1S1)
SECTIONS 1!1 [INI R
1P'I FOR CURB (DETAILS
f T E410. SI'E STt? PLAN 101
4 �
{ BROOMED F`IMISH
• �' • OR MATCH CusTiNG
,r 0 4" WIDE. SMOOTH
TROWELED PER MET CR
FINI64ED GRADE 1- (IN) BELOW TOP OF CONCRETE
SURFACE FOR PLANTING - FLUSH IF PAVED
-CEMENT CONCRETE CURS
ADJACENT TO BUFFER STRIP (I tU RB AND GLITTER SH{ -N)
X FOR CURB DEf AILS
p SEE= STID PIAN 101
CL"yf r
� � �Z i � 11fi• Tp Kra•
NOTES f"
� I
1 Fouf feet of the sidewalk wkM shal ice' .. • •
be the minimum pedestrian
aGnesslbl,a route ,.'Aril *W DI vartical {
and horizontal obstr Wns. Gratings,
Aoctm Cavern, Junctico Boxes,
Cable Vaults, Pull Boxes and oche+
apparfertainilms writhkn the sidewalk r r
must the flush with surface, and ma" $�
grade of the sidewalk.
2. Monolithic Cement Concrete Curb and '
Sidewalk is not permitted in new For other referenced NOTES see
tnnftrudion. When replacement wad $TO PLAN 104.2,
necrosames a hAomo4A x Cement
Concrete Curb build per V4WT
Standard Plan F-30.1U-43. Paved surfaces must COR1QIy with
3. Cancrp't4 to !w 4,000 PSI. STD PLAN 102.1 as applicable.
rMIM PUBLIC WORKS
190 aEPARTMENT
t:%NTwICTF%m rang .
r IN SIDEWALK MY ' •� ����{� � •
FULL-DCPTH E?{PAN SION JOINIT IN GODII ' • r
CURB AND SIDE ALK (sI I ST❑ PIAN 101.1I
�'s C CONTRACTION JOINT
JOINT AND FIN181H
DETAIL
J411YT FLLM
E FVLL-DEPTH
EXPANSION JOINT
MODIFIED
ODIFIEDCEMENT CONCRETIE PLAN �02
SIDEWALK
MODIFIED CEMENT CONCRETE SIDEWALK RD2
NOT TO SCALE C09
NOTES:
CONTRACTION AND EXPANSION JOINTS
MUST ALIGN WITH THE 2.0' X 2.0'
SIDEWALK SCORING PATTERN SHOWN
ON THE LANDSCAPE PLANCE. JOINT
SPACING IN THIS STANDARD DETAIL HAS
BEEN MODIFIED ACCORDINGLY.
EXISTING ASPHALT
PAVEMENT
SAWCUT
(5E-E NOTE 2)
RTERIAL STREET MINIM
7" HMA (or ACP Ciass B)
(SEE NOTE 1). OVER
B" CRUSRED ROCK
RESIDENTIAL STREET MINIMUM
4" HMA (or ACP Clusu R)
(SEE NOTE 1), OVER
5" CRUSHED ROCK
2. 0' M 114.
(SEE NOTE 2)
NOTE$:
1. MUST LIATCH EXISTING THICKNESS IF GREATER.
2. SAWCUT SHALT.. BE POSITIONED 1' -- 0" BEYOND EDGE OF
DAMAGED PAVEMENT
3. THE INTEND OF THIS DESIGN 15 TO DESCRBE PAVEMENT
PLACE.mCNT AT THE GUTTER FACE. SEE STANt ARD PLAN
FOR CEMENT CONCRETE CURBS.
NEW CURB
9t GOTTER
1
STD_ PLAN - 103
t n�CURB AND GUTTER
` [✓7.
DEPARTMENT REPLACEMENT DETAIL 2
CURB AND GUTTER REPLACEMENT DETAIL RD3
NOT TO SCALE C09
R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG W
(UNDERGROUND UTILITY Ir
LOCATIONS ARE APPROXIMATE) <
SURVEYED: SCALE: DATE:
VERTICAL: NAVD 1988 1 /Q/20 J
AS NOTED HORIZONTAL: NAD 1983/1991 C TY O F MERRILL GARDENS AT RENTON CENTER- ADDITION 8 J
DESIGNED: CT ` -
' RENTON 104 BURNETT AVE S, RENTON, WA 98057 FIELDBOOK:
DRAWN: PAGE:
Ir
2 C❑NSTRUCTI❑N RECORD DRAWINGS CT 01/08/20 RB/CT • DRAWING NO: It
1 P❑ST—PERMIT REVISI❑N— UTILITY C❑NFLICT CT 01/25/19 CHECKED: ONE INCH DATUM g/Buildin g/Public Works Dept. W
AT FULL P CITY DETAILS- ROADWAY C15
TG IF NOT ONE CINCPlannin H C
N 0. REVISION BY DATE APPF APPROVED: TG SCALE ACCORDINGLY SHEET: 15 OF: 34 C