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CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE # A[IJAIrEMT F-1
� 0 wr
FLUgM W TH GOTT41
PAN AT SIDrETIA'AILR
Wd11R ENTRANCE
';'I%' 1:24
TIOP OF
tAiR RU•�Al'
a---7
e
i
T• �'
DEPRESSED CURE SECTION
AT SEEVVALK PAAtr3
3W
b" CEbIEr+fl CJTL
Im' ll s" R SmE4T" RAND
CH LAN Ii'Li
VAR1E5
FROM I
IF To0
ti
r
3RF• PREJAXDED
JRt1iVr Fill"
CEMENT CONCRETE
PEDEBTITIAFRI III
AT SKE"ll AM LAAptGYEh`GS
FAMOFAIDJACENT LJ RB
i a tA•�`_
6FP WPWS,8W T`M® t]E Tale_ T HT5 91EE.T
7.73
Toll
1 _ 4 1- iJ2' R. Rt}RCPhA►
J
I
_ ' L
DEPRESSED CURB SECTiON
AT REEDENTIAL CRIM@4YAYS Call
FOR COMMOICK PRh C-WAYS WE 5T4 PLAN JJW.1'
FACE GF C'LO40
FACk 4F A}Lf.1A .tTQM
k; F � ` trA"f�Eii AILA��
+°�ItrIL a
law 1111.101.
E FULL -CFI
€X PANS ON JI XNT
S 117 -�
L
ropof
RQ/Aa1VAw
1
E I •t,
CEMENT CONCRETE
/ TRAFFIC CURB
DEPRESSED Cl DETAX
VAT RE94DIE NTFA1L OR DOMMIEFICIAL LRIYEWAYI AND ALIZ'YS
GEl4I AAL Pj0T LY.s
7 Hlls iMrAdalydd+�s tDtt,E1d 181 i tar nrN I1ATA11TAYCTD aPld 4a1+IASL�P++�rr'IC�"e
7 EAPMLiM jWnL "1114 &A "IS, If#' l GyM7I3l&-dJI [ ice.
3. For Desimssad Wanalmic i mmw3V G.rb-A CwroeirS*cwr. T4Ha Stweare W-;in `C; 2
PUBLIC WORKS
NT
DEPARTMENTGr-'MENT CONCRETE CLIRELS
31DE'1MALlI <
M. FLAN - 101
CE MEt•IT CQ14�
C�J!111110 84 31.T ER
t
C GUMA ILITH.G
flff DETAITHIS SHIll
TYPE C29 - ISOMETRIC VIEW
(COMMERCIAL, WITH BUFFER)
NOTES
Vrlhen a dnval width exneeds 15 fee:, 09ag1rud a full del
erlpenslon Iointwtn 3M' jolnt Mlet, e""Ailv&wayy WArle Ilnda TAMOFCM
e11D (aold plan IM. Construct expansion hints pElrattal whh the SEE C NMDEFKIRI&M CLft DETAA
aen'srilne me required a115' mulmuln "*V When LkfVawey coNT+ATtr oh ia•F I Vil on T 1sr,EEr
widths eacca1d30•. amlw,lc I�-rl.
1r117R 1t7P 01F
2. Soe srd, plan 102 for Odaxetk dalalls, , N reDsDRIAr
3. Curb and gutter shown, Gthur curb dedi" may Do spodied. �
I aid. plan 101 far curb detalls
d- Not used R I
5 iho sin glnow tiW 11 dnlgn all drhrewitys to Ircutle ele Ya loni at all MORE: DA1~6gm2 rlalldll@MBIDK
poinrg mprked with Fymbd I)L"- All eI0v#yon5 am at the back of DEP14EMM RIC= r1rICCLgFBiOUrr8tDETAIL
crab Ilop oh upbil sk3eL
•E,.. Ill usad.
T For Ddvewely Widtits we DRIVEWAY STANDARD$
(See NOTE 10). The erponsiloA joirth (sea etd plsrl 102) shall be
spaced on shown in the corresponding faarnwi tc Arm.
0 Slopas shell carnply wkh Bec5unri R3i)3.2.1 at R303.2.2 or FAC9 CIE ADJACENT CuI&
R3D3 2.3 of the Ravimd Draft Guidelines for Acowniblo Pubkc - f'
Rigbts-tell VN-oveko eF 23, 2005 (PPIOWAG), y e
g- Gwb reltima PO(" Type G-MAX Drtveway may Ins Axinaved on ( i
e cowl1b -c3d6 basis. P s� Rr - 4aJTTER RMAM
10. STREET STANLDAADS= Renton Munlopal Code (RMCj t,
Title Ill OrMcittirnent peRula o-m
CHAPTER G STTIEET All D LIPLITI' STM UMO S -' lm . s = -
Seedian 4-6-es0SWITS AN1)ARIn WYRESSED CIB DETAIL
AT REAtbownfill 04=41IIIAIDIAL OFWE MAIM N41)ALLEYII
LIRiVEWAY STANDARD a Pit fit CIO Mjfill cipil code (Rtnc}
Title N 0 me april RtgulAlenls �)f11tEtAlEy rnp1Bn TYIsE G°i®
CRAFTER 4 3i Qiaulaatd7al Cos rarlsncBl f L a
CFTY-VIVO( PROPERTY DEVELOPMENT STANDARDS thWAbwdLa . --
Section 4-4-ON PARKING, LOADItIG AND ORNEWAY ( Law oxw-a"
REGULATIONS b-fluflorlmillarrdrEairlp)Nka B9(Vr
PUBLIC WORK,` CEMENT CONCRETE 13F11rJEWAY I - PtAX - 1".2
i ILTARTUENT ENTRANCES - 140TES AND DETAILS
RAISED EDGE DETAIL +' P s WALK
LEVEL i7a' �ITEpp519KWA-KIRANSVOIZE T.0' 1'.@' wrLIAIIPF'ILYpLDEDj0MTFLLETR
L3'nMLR JLAMTS TQ IRGLUEE FMSED EDGE rvP1r F, rrlsEas APFLCAkAE
µ RUuI D1nG I�.Dx I err FNl a friPI FOR CUR&COAtS
• •� gyp,. + 1.5% ` SEE SW PLAN 101
1`ILtq R • F . F a mp rr 'Lr '. ,• � .. r • eRt"'In",
o ROCK LAA
SEE FW &W EDGE �TYPIG/1L UNDER �1cc
1'-C S�EwALR DETAIL -Till SP SIOLWIUJC CRUSSTED ®TURF SaQaD T16 Pr+•7 C+41+
LIT Ste! t Mr WITH RAISED EDGE IUNLESS REOUIREMENT"WANED BY
1rT IHj R. (TYP.) ENOWEEFn rYPII:A1. UPICER ALL CURS.
GLITTER& 51UE'WALBC Il UNDER
FORCUREM74L5 CLIR96 pIjIT'ER Ti16E 6-h9GNNEgj GF'1
1-57L SEE STp (RAN 101 NIATCkt EAS71NGR4AGIYAYCRUSRC.DRBldt
U.ZF.L WHICHEVIERtS RFA7ERi'M1'A-h�7R
:I;Tss • .., ALL CURB a glrrTE as
It �; t
FINISHED GRADE 1' 11NF BELOW
+ t z-MT s1DTSLYJux TOP OF CONCRETE SIL!"ACE
AD.JAC F!NT TO CVRB �,.pT 1••P YIN
DING Ur (IN) R r1'R? I
1� 1 FOR CURB DLTAJL3
t 1S1G !;xa STD IrL. 101
aRl^JDE DR PEDESTRWJ 93 � � La.'t
RUU LING-� SW
FMSR t6,RB OL 1AJLs ADJACENT TO CUIRB
CARRIER - SCE 34 QfWALK STE STD PLAN 10 (STEEP FILL SLOIFE>7
GPRTRArT PLAN ALL Oft PAINWR
1rr(S,IIR rrwy
1 SIDEWALK
FLUSH ! e • T Nis%
y�'�F' trt Try lit
VIE RTIGhL WALL- .y N •• ' wx v •F _ -
SEE DETAI. +• ,
37t' nN1 PRE?ADLCED
Z)IW rLLER ,
ADJACENT TO CUR5 AND RAILING OR WALL la)
PREM gLDi�
JOINT FILLER
Fd0. 51C
TREATMENT glpETgALK eleFFrJR STPJP SIDEWALK ADJACENT TO WALL DETAIL
tcrarllm
SIDEWALK ISEE NOTE 10)
SECTIONS fAT f INF R
FOR STOP s r
•.L{...-r... 1,Si YLL11 � SEE STD PLAN
1N 101td1
BA-O0LMFDI FIH13H
!..1 GR MATCH EXIST1NC
� ' f r. Pr a- LL1 DL. sraLTDrll
7 $"E rR WYLLED PL'AIk1E'1E0.
FIN15N'01 CRADE I- IIN) BELOW TOP OF CONGP'FFE f z
SURFACE FO RPLANT ING- FLUSH F PVtVEp ,.• -.�
117r d'Y ,��'11 / llrR ti`. cimcm SUNGRE TE CURB
ADJACENT TO BUFFER STRIP {1 f � L � FalUp mis "•'+a'+NI
SFF SID PLAN 101
C
NOTES
1. Four W of thin eakwalkwldth Phan !`
tPthe .minimuTn pedestrian ��` INSIDEW+I 4Ar6>- � t
M• #�'1L xe
Pcceaslble rollle 1PHF Fran of veroral ,1v -' G -
and harC�+O�Vel Dhslruetions. Gratings, zl • • F ! .Ir
AGCE551.4V40T5,JUI7C1iCn@QxC3, xZ�i FI)1L-0iPTI1E7tAAN5NiNJOINT INACTH
Cable Vaults, Pull DDitas and other GURU 4Np SIDCYI ALK �*EL€➢P AAI ]➢L.17
appunenunms v ..hln the sldewass iY• G CONTRAGTICN JO[NT
must be slush wfm aurrsca. anp rn61CD
gmec a r the slda va lk .POINT AND FINISH
oETiUL .. r • ■
2-NoriciEthlcCelnentConcrete Cult Arid `�-"• a` �.
51di-Ak I$ W prTr•ktid In n1+Y FOr other refere NOTES ggq
constru cllen Wfi En rtpl'sefdtiedl l.eh STD PLAN 1D4.2. e ''
n 4CpxilarL'T v Monvlllhic Cemcrlt CDnff@t6 Curb b.ddd per W $DI)T JOINT PRE MC4il)=E FILUER
StiIvrd Plan F-70- m31. Pavad surlaca±s rl CCrnply with E FULL QEPfFI
3- concrein ID hL 4,W0 PSI. STO PLAN 102 1 as applirabie.
EXPANSION JOINT
M. PIAN - 102
PUBLIC WORKS DEMENT CONCRETE T'1'lilrl 1;[}
DEPARTMENT SIDEWALf -
�frll( _Iljl;'Ti�%I
/ IM IaI E
aRheYAY OF POM
Lr m�nl IA Lt1r I --
lraM G .711
�C
.L�rrr
RtaPlalNia(1Y� {i a*�It+' B � �CaiYiDOFRDI�a
EFLaStTAiU f IvFMIAPFP C10H A
Rt� WaONlEM wel�AMrww+Oa PLAN MEW
e �e@_Ica1N1I81R Yarn �RT9rTA_�77R111
-,,�� aOil�Fri�wa, PIOY�7FIL7lIr Y47[Cwi
WNW
�DIIMM ■JlJEl10 T1Y OOIJr L rYN `a•srll u"j euumm 1T-�
T�yPIb�:I91L�/Gr�71i��1L 0
ALL !>IA�RY rnIVIO� � �
Y�lsd�i�lr7e♦-,
{liller�
+vaeRGarr�lDreYgL =---- --.. -
W Fee Ew SLOP! rIfD13 b-om Emakw nsil �_ ` •� 1 ah -
7.
-1,lYY am
I. Y 7
XnaAIRE+Y` IMIATIka
CENCT
v OWN"
TYPE R1 B - ISOMETRIC M EW
(REBIDENnAL, WITH BUFI'M
Du1Ba rrrrrr
Ns IISrLN
FOR NOTED STi31 PLM 1042 1
CEMENT CONCRETE DR1YEWAY STD_ PT au - 104_3
* + PUBLIC WORKS ENTRI�Ii�E TYPE 1�110 APPROVED:
DEPARTMENT
DATE
CaPIG11RAT1CN DN YGFlNG CAULIND
DOV041r41JF PnTN CLEARCUr FILTER. 4EE OET WL -..
7 f2"K4- EXPANSION MATERIAL LLEANOU'r PER STD PLAY r3B 110
1 /i"R FT JDRITS t 10 Not LEV&i I IMNLn L11Tt1
_ 1 PEAFOFihTED PI'E. 5EE NOTE 1
112 Ai- {XPANSNCN MATERIAL CEM. CONIC CURB ANIDt STUTTER - Ydhl
IIA-R AT JQINTS 1I
A Ii WIN
SCORE LINES TO
II
CUM wo GUTICRA[k;L yl A
0 � • 4R I
} or I
CUT PER
If2"X4- -EXPANSION YArMAL SrO'FCN41sYiI:9
114-R AT JOINTS SCORE LINES _ _- _' _ i _ _i __ _- __ _-TO-TsSAM Di v=8r5rEFr
B PDD7g64KALRP6YW►55 i
-rlr-111I STP PI
OF SOEWALIC VK yM, i AN Talc r
PER I
-- Sri? N
iT04.t'T4RIU Lx4AAN NY. I kN
FILTER,I3BEBET L%L IC WIN AVEL,TREE-1IMITI
PE,1FORATE-1PI`E, 5EEN-37E
G4MFrAR11i1ON cisrLATDRIP'6NW
PLAN 1fi� OF PARCEL
MUPACTIED TDPSD1l on oTHED GLEAN rLL r
NONWOVEN GEQTEX1`IUE FOR SEPMAT04 it 61A Nsr. S¢j
ON TOP AND MINES Of TRERCH PER •Ar9DOT PERFOFRATEED PVC_
EFEGIFICA,TIDNS SECTION 9=73.2I1 j TABLE 3 Sit gy PdR ASTU CMN
- 1/2'x-5' E�►FLS3DN _ sclLgs+'
1/14-AI. SLOPE MOPAtLLY DAD RI fURI a WAVES
1/2"R 1/e/". SLOPE YIY e o
4� 1 Ti
iA R -PAVIEWNT AS PER PLAIRS FILTER WMEN
W.1 11S WAS CHAIN GL7CIL
7 ON. GRAVEL BACOIFILL FQFA
4- 1 PAVO CH T AS P" PLANS i xarnIELL a PER SECTIOMIDNOTN
a -1 r4• TO
-I-� r SPEGIFTCAi10N BECTADN 9•P3.T21FJ
STJNNDIAM CEL. Core_ FAAKWAV- �- STANDARD I ENIL c,FR❑uPro
CLMB Am WMA CONC, CLARB AND -
GU T IER, F,frIL
SEC'PON A -A SECTION B-6 I-NDSTURBIEDNATfA 30L � TWICAL DIDVWMSPO IT
MIN.rABOwEBEASONAL HIGH FILTER DlTJUL
GROIUNDINATFA TABLE
SEE SHECT 2.&1 FCR ROA V^Y KE aQPNII It STANDAM
SINTIGM A
MKITEsr
1. TRENCH LENGTM TU BE 1D FEEL IN LENGTH FOR EVERT SAM SF OF CDNIREUPPAG IYFER41OLIS aJWAGF- DR 35.UUD SF
OF N(W-rrve 0eft14U4.$W0C1, 00 OW1010 It"e ep
GENERAL h0rL`•: GENEikAL NOTE&
.IQh r,.- Gy"T x1Ar5 FLL 4•JRE PLAGm NOT W Eiaxw IV T.%k MGM L[ss IIIA.+ III;C& -ET WALL 1. 1NFLTRAT7ON TRENCHES LIMITED TO ROOF FNIIOFF FFIDY BakiLE,FAMILY OR OL1PLEX HOMES OR TO DCX4TR:OL
h0l rK Litt MAh -1),V N WaCRACK AhC *,au. K (WKNDLS i• BLtcv TK W11011 Art 1/7' L%MNoMT PL44AIIG p�I5LLT 1Ma O.Rl1RTN4/(r�dCp465G7 P;GWiTIQiS FAR IJTQ1i�R171RaLT IN,aT„ilpY
7H.Rv 10INr5 1--ALL BE f4.ACeb AT OLL GOLD JMkTS At MCCTO dY DICaiTA AP2 SNMi DIEM e' CONTROL FRO RAM NH-) FOR OTHER TYPES: OF RLN"DFF ItdLlWi DiFW8 T.
Ell CMNERC-c
P I(fERAI\7ll9 AREA9 LAFEDER THAN Te,mfl51=AND ACJM-NATNfE PERV10L19 AREAS LARGER THAN 35 ROG 8F MAY RECLINE
%"LEL M LWAIALN 6 ruau. PLAUD AWAM WC [106 arra G1iiI1L bd 4WIt #tau IN A OM LARiIOPIPE AND SHDI.LDNDEVGWDBYAtC&ILIEMAW%R
,16a1L VA'B Y LK^N t9N 10ayMAL $TALL D( IILAUIo (Isar i.G$ Id f•.L'J AI ALL CUM d(RA RL
T,/7W ELPJNII4m axlIfti eL "- L M /iA CM AT Elf kr ir"Tw ttaElYut PAS, I TIE PERFOPAIM PIPE MAW NOTBE PLACED NIA CRITICAL A REA BLF'FEA IDR wa SLOPESSTEEPER THMI 26%-
iNC [Ip1Y,RC[ LAX till s1uL7llad BULL DDII W TB 's[ REaLat"Cmilt or W" B (me) III AA
IEWWOrTML 4L BEE CIONSTRINI;TIONFiMISPDASPECIFIC FroXillREQJR71BKNTG
1HF CMCMX S P" oaim .A WON nwl Yrdi AL DIM HAMFC A 2 1/2- TWM f1FL4t
•OasilAad ms•acmm SMALL r' sm R1PaorM mixal TYPICALL SIDEWALK
ADOPTED
IAN.ESS#TI#TW15'E WED. DM'hiNG r5A14TmiSTbL# i;FFr'I
CM OF RENT11121' STi1. PLAN - M1,4Ip
t STANTUN+ PUBLIC WORKS PERFORATED STUB-11I F
LST DAMa410A 'a DEPARTMENT CONNECTION A+1a PaSt(JOl"IB
FFfi?E+450. LATE
nwr: NLArAr. mil sP PL11T�•Fm7 1-.�.,�,r�,"�
Effecfive Eng*meer*ngPCEC
CIVIL ENGINEERS
8627 NE 180th Street, Bothell, WA 98011
Phone: (206) 303-7639
Email: admin@effectiveenaineerinaDIIC.COm
NO.
REVISION
SURVEYED:
SURVEYED
DESIGNED:
DESIGNED
DRAWN:
DRAWN
CHECKED:
CHECKED
BY DATE APPR APPROVED:
APPROVED
SCALE:
SCALE
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
EXISTING ASPHA
PAVEMENT
SAWCUT
4 (SEE NOTE 2)
- G
RTERIAL STREF
7" HMA (or ACP Class B) j
(SEE NOTE 1). OVER Ii
6" CRUSHED ROCK
C HMA (or ACP Class B)
(SEE NOTE 1), OVER
1 CRUSHED ROCK
NOTES:
1. MUST MATCH EXISTING THICKNESS IF GREATER.
2. SAWCUT SHALL RE POSITIONED V - 0" BEYOND EDGE OF
DAMAGED PAVEMENT.
3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT
PLACEMENT AT THE GLITTER FACE. SEE STANDARD PLAN
FOR CEMENT CONCRETE CURIOS.
STD, PLAN - 103
PUBLIC WORKS CURB AND GUTTER PPR02l
DEPARTMENT REPLACEMENT DETAIL flldlGW
TRENCH WIDTH.
SEE NOTE 9
PIPE PONE BEDDING AND
eAC10;ILL. SEE NOTE.( -
TRENCH WIDTH.
SEE NOTE a
PIPE 20NE BEDDING AND SPAN �s
6AtkFILI_ s`EE NOTE <
F011FAATION
LEYFi
CE RJECKI ED SEE N M6.
IF AEaIIIREP SEE MIME 5
Awl! PPE NOTES.1. PIPE COWAFT10MLIMFMSUWN ONTHISPLANARE FORPPE
CG NSTRUCT IN AN EMBANKMENT. FOR PIPE CONSTRUCTION IN
A FRENCH, THE RORQONFAL UNIFTS OF TH€ PIPE COMPACTION
TONE SHALL HE THE WALLS OF TILE TF*NO ,
T. O.a. I5 f[R1AL TO TEN: OUTSIDE (%AMETEK A PIPE OR THE
OUTSIDEWPa OF P0.£y1RCM.
3. sFEsralloaRaLNsrwnAPWASPEcIncLrwnssEcrwNs.mAFDR
TREI{OH W IPTH
4- PIPE ZON€ IIEDDNG AND RACKFILL MATERIAL STALL BE PLACED IN
6" LOOS€ LAYERS AND CONIPaCTED TO BS% MUNIUM DENSITY.
g I:xA-1YINUTA@6€I-TERL% P47A+174 FIReT 991k AMP REF4A4E
WIT" FOUNDA-11 MATERIAL CLA55 A OR B PER 5TANDARD
W SDOTIAMA SPECIFICATIONS SECTION M3.17.
GRRYEL BACKFILL FCR PIPE ZONES@DRIG IWSOOT aua.irl3)1
OR MAaITEIIANCE ROCK IWSD0T9 N'3(4)1
rINLNvr
ALIawa1P INawNL i
PIPE TYPE
C0Y€R LFTI
PI/rJC7
PRMATE7
D€ THE ARRT
Tr'C�R45i/•TEG
2U
YFR
YES
YES
3TEII PIPE
SPIRAL RIB STEEL
2G
YES
YES
YES
PIPE
PLAIN CCNCRETE
PIPE IPCP)
29
PIa
Y@a
Nil
REINFORCED
CIMCRETE PPE
I-'
1.d
YES
YES
N0
DUCTILE WON PIPE
i.a
YES
YES
YES
gRCIMR YRE
01AINETER
M1eWM 0181ADOM
tlETvrE1LN @ NZI.8
iTTow
lr
jr To Sirp1A1LET@:
f 7
1�ro lea•
4C
PPE RBN
SPAN
i&MAkHAh&7ANtE
@ETIYEEN@Mr�LS
10-TO 3W
IS
4T TO 14T
SPAN (7
_
HL• TO 19et
_
10"
PUBLIC WORK5 PIPE ZONE BEDDING AND
R OvARTMENT COMPACTION - RIGID PIPE
LESS LATH FRIYCSE N6iE0, OR0.WPYG v5 NUYTO3CAl1 [Mt51
STD, PLAN - 220,00
A PPS
Martin Pastucha 10/19)
CIA
CURB ALL AROUND
0
o vI
m
r*,
N 10'
C0Ld
SLOPE I SLOPE
- I I--------------
--J I
o �
� m
m
10/01/2023
MY OF
1;%R) RENTON
Planning/Building/Public Works Dept.
4" THICK
CONCRETE APRON ALL AROUND
DETAIL "C"
R-424802
Ln
TM�•y•�
10
t'J
C)
t-J
N
IN
Q
Ir
IN COMPLIANCE WITH CITY OF RENTON STANDARDS 00
z
DEVELOPMENT ENGINEERING e� QO
yqi 11 /27/2023�+
W
U
DON_BORA_SFR_RESIDENCE
GRADING
DRAINAGE
UTILITIES
STD DETAILS
z
W
0
DATE:
6-2022
1
F09-
PAGE: -
DRAWING NO:
C-2
LL
SHEET:
2
OF:
OF-7
(n