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FACE OF CURB
5 V2' t-
1,2" R. ti Ilk 1:24
I I TOP OF
+a 112" R. ROADWAY
ram.
1
1 �
(
1' - B.
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
6 lr2"F_ FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
{ 12 t:24
TOP OF
Ir2' R. ROADWAY
I
DEPRI S IOU CURB SECTION
AT SIDEWALK RAMPS
• r D „p 1,J r r
.10
y
-
PREMCILUED
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
fi" _ CEMENT CONCRETE
V R SIDEWALK RAMP
VARIES OR LANDING
FROM Ir
G'TOO I
r
318" PRENICLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
6 02-
y SEE DEPRESSED CURB DETAIL THIS SHEET
1,24
TOP OF
112" R- ROADWAY
2'
l
�R
I
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF CURB
FACE OF AVJACI<NT CURB
GUTTER SURFACE
�rr
1" R. %
I
I*R_
BTR- y
5111" T"
1'R_
t
YpP OF
`O RO,-.DsvAY
l r
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y 8 1 A,
CEMENT CONCRETE
TRAFFIC, CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
GENERAL NOTES;
1. See standard plan$ 102 And 101.1 for curb oxpansian and contraction joint spaUng.
2. Expansion folnL shall he Cult depth, 313" (En.) premolded Joint 1flJer-
3- For Daprossed Monolithr_ Driveway Cutb & Gutter Section, See Sandard Plan 1C4,2
STD. PLAN - 1O1
UDEPARTMENT• PUBLIC WORT CEMENT CONCRETE CURBS '.T
M1 141.2
FRAME AND VANED GRATE
2-, 4-, 11', 12-, OR 24-
ONE q3 BAR HOOP FOR 6" HEIGHT
INCREMENT (SPACED EOUALLY).
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
l
#3 BAR EACH CORNER
#3 BAR EACH SIDE _
TOP AND BOTTOM
ONE *3BAR
Ar-RDSS BOTTOM
PRECAST BASE SECTION
#3 BAR EAC11
CORNER M' (MIN.
#3BAR HOOP
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
,1 PUBLIC WORKS
DEPARTMENT
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
CGNCRETE
12-
ALL METAL PIPE
15,
CPSSP'.
12'
STD. SPEC. 9-H23
SOLID WALL PVC,
STD- SPEC. 9-M.12(1)
15"
PROFILE WALL PVC,
STD. SPEC 9.05.12(2)
YS"
' GORRU43ATED POLYETHYLENE STORM
SEWER PIPE
NOTES:
1. AS ACCEPTABLE ALTERNATIVES TO T41E REBAR SHOWN IN
THE PRECAST BASE SECTION- FIBERS (PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION
OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE
INCHES PER FOOT SHALL SE uSE6 WITH THE MINIMUM
REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST
BASE SECTION WIRE MESH SHALL NOT BE PLACED IN THE
KNOCKOUTS. A$.AN ACCEPTABLE ALTERNATIVE TO THE
REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT
SECTION. WIRE MESH HAVING A MINIMUM AREA OF D.12
SOLIARE INCHES PER FOOT MAY BE USED.
2, THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN
16". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2"
MINIMUM TD 2.S" MAXIMUM. PROVIDE A 1.5' MINIMUM GAP
BETWEEN THE KNOCKOUT WALL ANO THE OUTSIDE OF THE
PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH
JOINT MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 941.3.
3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE
LOWEST PIPE INVERT SHALL BE 5'.
a. THE FRAME AND GRATE SHALL HE INSTALLED WITH THE
FLANGE DOWN.
5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR,
AND THE WALLS MAY BE SLOPED AT A RATE OF 111:24V OR
STEEPER.
G. THE STRUCTURE OPENING DIMENSIONS SHALL BE
MEASURED AT THE TOP OF THE PRECAST BASE SECTION.
7, ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE
INLET HAS BEEN PLACE L) USE GROUT TYPE 2 FOR
MONSHRINK APPLICATIONS IN ACCORDANCE WITH
STANDARD SPECIFICATION 9-20.3(2)-
6. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR
IN ACCORDANCE WITH STANDARD SPECIFICATION S44.3.
THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL
JOINT$. RINGS, RISERS, AND FRAME$.
9. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS.
10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH.
11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN
VISIBLE UPON COMPLETION.
UNLE5$ QTHERWI$1; N4TEP, PAWING I$ NOT 14 SCALE Wr$l
STD. PLAN - 200.30
ED:
CONCRETE INLET GAZ 9/28/2019 1
rud,r woes wmna,rare, nATF
31iir PRFh1OLDED JGMT FILLER (TYP)
✓BEE RQt62 f Br R X 5/W'D DUMMY 0NT A115 111mme
CEIIIIS IT 1fC
cum Iwo ouTTM
�(W FRAMER ORATP
F77AW�JJ {1RIL1E
SECTION ID
GENERAL_ NOTES,,
FWM AND GRATE- HDT W=l JMM
f" IN IU'L)Ra AHD OUTrHT Rfn Rt3lll
! TOPOF
..-.... . RQAOYAhY
e
O'
rj_'.•'
AOJII$fNIEIIITBECT➢DN-Tf4Tld[�LI�EQ
n
INCUR8APO 191dTERBIQiTFM
r
•
CATCH 9UN-WTT}IGt.XW
..r
ti tr.
IHCSfIIAJIr�tDG1,JTTpgaoRgl)
1. The Intent of this design is to facllhate the removal
of a catch basin Wilk RllWimal dl3tufL floe 4
Of the curb.
2_ The expanslon Joints at the 1 .;
adjacent sldowdk shall r,J ;1 r
be -adjusted to be In
Une with them curb
expansion Ants,
�T
ISO!�ETlf21C VIEW
CEMENT CONCRETE CURB SM. PLAN - 101.1
+ + PUSLIC WORKS INSTALLATION AT PRO D:
DEPARTMENT CATCH BASINS
DA
n' KAINI �...
�EX151ING ASPHF
PAVEMENT
SAWCUT
(SEE NOTE 2)
RTERIA
7" HMA (or ACP Class 8)
(SEE NOTE 1), OVER
8" CRUSHED ROCK
RESIDENTIAL STREET MINIMUM
4" HMA (or ACP Class B)
(SEE NOTE 1). QVER
6" CRUSHED ROCK
NOTES:
1. MUST MATCH EXISTING THICKNESS IF GREATER
2. SAWCUT SHALL BE POSITIONEID V -- 0" BEYOND EDGE OF
DAMAGED PAVEMENT.
3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT
PLACEMENT AT 'fHE GUTTER PACE- 5EE STANDARD PLAN
FOR CEMENT CONCRETE CURBS.
.r
I
' 4
* PUBLIC WORKS
DEPARTMENT
8 RAISED EDGE DETAUL T-a
LEVEL ter• EItTEArro SrDEwALK TRANSVERSE 1' • D' 1' • 0'
17 tITIyR JOIAGS T4INGLUOE RNSED ECCE
ROU DING 2.D}
SEE RJUSCD EDGE
1' • D• SIDEWALK DETJUL - TInSBHEE
ALL CUT MIN.
SLOAE
V (IN) R. (TYP,)
FOR CURB OETArLS
� � ' SEE STD Pl,4FJ 1U:
3 a- (IN) PREMOLOED XXNT FILLER
TYPICAL INHERE APPLiCA=
FOR GURR OLTAILS
see STO PL&N 101
ST1NG ROADWAY
CRUSHED ROCK ELLS
CR(MKED SURFACING TOP COARSE STCI
COMPACT TO 95% V 00iFIED PRO TOR
IiNN% roc RV;QWRE.MENT WANED 8Y
ENGINEER) TYPICAL UNDER ALL CURB,
GUTTERa 51D-tAlALR, GSTG UNDER
CURB d GUTTER TO SEGTHICKNE59 OR
mATCH ; D IrAG R6AO WAY C LnHEO RWK
BASE, WHICHEVEA IS GREATER (TYP. FOR
ALL CURB LGUTTERI
T FINI8KEDGRA6E1-@'4i8E105Y
TOP OF CDNCRRE SURFACE
7 • P SIDEWALK
ADJACENT TO CURB LAIN
FOR CURB DETAILS
SEE STd PLAN 18$
8 RIDGE OR PEDESTRTdH ems-
RPuuAID tti'
BARRIER - SEE VDEWAL.K
001'IIRACT PLANS
1127(IN) R. F YP.)
FLustl � I ux
VERTICAL WALL - r-
SEE Dr`fAJL L, F
2M' [INl PREMOLDED �V
JOINT FILLER
ADJACENT TO OURS AND RAILING OR WALL
FOR SIDE 9UFFCR $1EhP
TREATMENT SIDEWALK
SIBEWALK (SEE NOTE 10)
SECTION$ ll •(IMR.
1 (TY?.I
Isx
111rQ ,,4
`TYPICAL U
$IQ E WALK
WITH REUSED EDGE
PING IY!(IN)R. TM.;
-2 n- 1 Tax
- FOR CURB OEThIt5 ADJACENT TO CURB r
SCE STD PLAN IDL (STEEP FILL SLOPES}
f PALL OR #ARWER
111 SrI)EN'NJL
1fT N) R_1 -
IINi
PREMOLDED
JOINT RIMER
SIDEWALK ADJACENT TO WALL DETAIL
FOR CURB DITTA15
_ 1-s% MIN.
a.•!..'*
to
See STO PLAN 101
r
r
R TFINISH
I{ �,•
OMA
OR MATCH [ID5TING
i-YAUC--SMQD1H
TROWELED PFAMEIER
FINI$H!p GOALIE 1-1191 BELOWTOP OF CANDRETf
SURFACE' FOR PLAnTrNd- FLUSH W PhV .11
�,
-•
{�'+ I r
�.r�.-y/
(InUM AND CUUTTLR SHOWN')
ADJACENT TO BUFFER STRIP
R. /
t
FOR CURB DETAILS
SEE BID PLAN 101
I
� �
NOTES
1- Four (DDl D1 the 51dewAlk vridlh $ha4
be the m nimum pedo9Vian S! SLOE CTIC � R
accesslhla route r•.r, hoe of verbal ►.: + • r r P
and horizontal obstructions.Glatings, Flril EhiHF nN54H]pNiJN80TH ��' '-
Access Covers, Junction Bgxas,
Cable Vaults, Pull Boxes and Gill -or CURB AND SIDEYIALC NEEM PIAH 101-11
appurtenances
wthln the sidewalk ~ 3rs C CONTRACTION JOINT
most be flush wlth su rfaca, and match
grade or the sidewalk. JOINT AND FINJSH
DETAIL �. r ►I'r
2. nnon4tithit Cement COniteteCUrb afld
Sldewalk h net permlTted In new For other referenced NOTES see
cmftruition, when replacementT Elk STD PLAN 344.2.
rtitWitates a Monolithic Cement PREhtULD `
Concrete Curt, build PerwSDDT J91NT
Standard Plan F-30.I0-03. Paved surfaces must comply with E FULL-0EPTH
3. Concretcto be4.0WPSI. STD PLAN 102.1 as applicable,
EXPANSION JC1NT
-
+r PUBLIC WORT{ti SM. PLAN1O2
CEMENT CONCRETE i,i,[',
DEPARTMENT SIDEWALK
f'
_ _ - - aarrELLeNw,oE:aeewALYCILAars.- _
ID LF Of PAVE[
oshfmAY RE00RE0 T
w e" WSl[7t Jeer rrwr L 1 • Fr'lAY.NS'a1I TQ T,} ,gyp ,
;ts[R 5TP PLEA IA: f' ISFE STD Thal 1'7: J 1W EFIrr
TE
MIX WALM
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S
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64H rF'1TE L ��
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CU151ttrJGT�'lJOMT -
{E NDTL 1 ff I YEir v C rr11E
ER
halo Y O I+ 6 nHrJ l O
fLT7t'E rTW ' lff rJEt NOTE n
a'rtanrur+loN route rTrw I _
16EE Sr6 F1.Ar1 NZ PLAN VIEW
ITYPE C35HONN C1 LC7i C*LNX SIMILAR[
(SEE NOTE 91
. NOj5
-W Uk L P1 MOTE I rTTT,
` . ,rule• - �7 " - y� 1r w1 OtF"ESSFU Gut tM
y-m_ r ca+.[RE-T , Yr ErvwrLK n ww nF p I rltEe tATl a
LL Lw W
- sECTJGiII � � raz rm aN.w,�trlrr r -. pOENghK Mtanl
Toy 011PUtL RCe W LOpt LYR , N - �-�rrlflY�rM r,pSlRrl lLOPf 1]. a/r T.r¢nw FxY�WA.Tltr !N !Y
.FYYITAW IW MATME f E • - 5E ON I B } MEAMA llAM MA t - L�
N-O*w COAdCLTATM
SM. PL V - 103
CURE AND GUTTEK � PPRO D: PUBLIC WORKS CEMENT CONCRETE DRIV WAY
REPLACEMENT DETAIL Z ` DEPARTMENT ENTRANCE - TYPES CIE, CZBr
"sr C38, and C-MAXB (WITH BUFFEIR
For NOTES sea STD PLAN 1U4.2
SM. PLAN - 104.4
PPR4IlE D. /
R-431514
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
�WC*-4 RECORD DRAWINGS
pF WASy/N �0
SURVEYED: SCALE: DATE:
CONSULTING ® 2001 32nd Avenue South ENGINEERSS L L C - �% VERTICAL: NAVD 1988
83/1 CITY OF
®I I I I m �� WTS HORIZONTAL: NAD 1983/1991 S O P H I E J O SHORT PLAT 02/1 s/25
cn DESIGNED: � DETAILS
Suite 200 BM
FIELDBOOK:
Federal Way, WA 98001 FEDERAL WAY (253) 838-6113 -0 ((� Il MIL ; PAGE:
www.esmcivil.com LYNNWOOD (425) 297-9900 �°O 50085
T DRAWN: RENTON
�F` ��
Civil Engineering Land Surveying Land Planning C'/STCJR ONE INCH DATUM DRAWING NO:
Public Works I Project Management I Landscape Architecture Fss/ <�C1 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. DT-03
``i
ANAL IF NOT ONE INCH
ESM JOB #1938-001-016 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY UTILITY PERMIT # SHEET: 14 OF:23