HomeMy WebLinkAboutR-413503DoauSign Envelope ID: 6PECF5D6-602A-AE4A-B435-A311AA638878
DacJSign E;nvalope 11) 6EECFSB6.602A-4C4A-B436-A317AA638878
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E• RAISED EDGE DETAIL +' •� ir+
LEVEL i? EXTEND SIOFwALK TRANIMRSC 1' - 7 I' . ff 7!0• (III PRETAOLBEB JdhT Fa.LER
vroaf R A'ANTS TO INCLUM RAIeED EPOS TYPICAL WHERE APPIKA LE
ROV DING I Tp i 7Pr (IN) R. RJ
' FOR CIBETALs IJr SEE Dp
E1aSTING ROADJfAN
• € i,• Nk 1 L 1•S.. ZCRDBHEP RO"GA
BEE RASEC E
T • a SIDEWALK DETAIL -THIS SHEE 4TYPICA4 UNDER • CRUSHED jU}FAII TOP COURSIE fCSTC)
ALL Cu MW, 91PEWALK 'CM'Acr To 95% L,oCIFIED Pfa(.`(:I(0
SL4FEj 1011714 RAIIIDEDGE IUNLE9a REQUIREMENT NNINEC RY
€NGINEER5 TYPICAL kNX;t ALL { UHI
OUTTERANMWALK CarcuNnER
FOR CURD D[TAJIA CURB A GUTTER TO DC W T"KxNE9agN
1.e7L
SEE BTD RAH 761 MATCH EXJWr NO ROADWAY CRUSHED Mo
SAS[, WHICHEVER Ia GREATER OW FOR
°pIJI ALL CURS a GLMERF.
F • I FINISH12DURAD9 V IN)BELOW
_.. D. TOP OF CONCRETE BVRFAC€
ADJACENT TO CURB 1, U' I. MIN
RDU T
ING 17 (II) R IYYP I.
FOR CURE 1101d
RFE BTD PLAN AN IQ
1�.
yFJ xd
RRInG,E OR PLOCSTRUN
R/i1LI
POR CURB MINUS ADJACENT TO CURB
BARRIER -SEE MD17VULK Sri= bra PLAN 101. �ISTEEP FILL 9! OFFS)
CONTRACT PIANa f FOR MRRIFR
7 rF PNf R. rTYP.}
FLUSN I SIDFWAM{
VERTICAL WAIL- ,�•Y:. E,q
BEE MTAII, r •r � •
SC ((N1 PREMLLBED
JOINT FILLER ADJACENT
ADJACENT TO CUR@ AND RAILING OR WALL Wff
PREIw6LDED
JOINT I-RLLR
FOR 6CE RUFFER STRr
1TTEArMCNT BIDEWAUf SIDEWALK ADJACENT TO WALLpETAIL
tar 6WALK (SCE NOTE im
SLC I IONS I!2' IINI LL
FOR GURO DCTNLS
_ 1.5'i1 MIN. BCE WID FILM Of
,�N��v e•• -} f BRPOMEP FINISH
OR MAT4,4 EIdeTM
TROM1'ELED PERIINEFER
FINISHED ORADC V PN) BELOW TOP OF GOWRIII L.
eURFACE FOR PIMlTiNG -FLUSH IF PAVED
CEMENT CONCSLETL CURS
ADJACENT TO BUFFER STRIP , w (CUM AND(3U7TFR RHrMlq
FOR CURS P
• , d f rl �' y' SEE BTD PLAN lot
NOTES~ N.t
1. Four feet of the eido nik w{dm snap r 1 F,.
tyb thn minimum pedowlan - / CONTRACTION JOINT TNUPEwALKONLY accexllN,n fine of vertk�l -
WO horizontal ObEIFULtMSne. GMIIngs,
AowsiCovors,JunGtpnBoam, �;+ FLal•DEPTHEIP'AVSIONJdHTWeD1Yl
Cid4 Vaulla. Pu'18dxea and olhor CURB AND SIWNALK (RI 1TO PLAN iQL1)
■ppUnen UZ w1a11R the aldewelk a '.. Be, . C GONTRACTICN JOW
mLLS1 be Hush With aurlaco, an4 matuh
grade of tn9 Sidewalk. "r , ^j JOINT AND FINISH
DETAIL Ito
I•MalvlilhlcCanwntEoncreEeCurb and -Si.•L• �'.
SNdeelAik IL not pm*IJtted In new for other referenced NOTES sue
oonFtnctlon.WINtoe lacememwork STOPLAN 104.2.
C,a MQn■RhIC Carom
30AJw Curb bid pA5gT
Standard PionF•30.10-W.
Pavedwrlacesmust comply with pNRLLE7i '.
STD PLAN 102.1 as applieab4e. E FLILL.I�,EPTH
3. Concrete in be 4,ppQ PSL EXPAN31ON JOINT
PUBLIC WORKS CEMENT CONCRETE ML PLAN - 102
DEPARTMENT SIDEWALK I-, '
J 4fl.4� ier. ilhA 10ef 17�
4
IC1Q
-[
rT
�'T=Ti
i-T-7T
BUTFALLTOSTRL'AII I DUNP MG POLL UTANTS
T4DP
IFa LF7ERING,
ISOMETRIC
- 14"
7014 8 EQUAL SPACES
1 D{RECTIUN OF FLOW
w
1Ng' MAX
SECTION A
BOLT•DCWN SLOT
SEE DETAIL AND
� L31r
NOTES:
1- 150LT-DOWN CAPAWIFY 15 RE•:DµIREPCN AL, FRAWS. ORATE$• AND
COVERS UNLESS DTHFRWISE SPECIFIED PROVIDt TWO HOLES
THE FRAME 7 HAT ARE VEH I ICALLV ALIGNED W I I H I HE GRATE DA
COVER SLOTS. THE FRAME SHALL ACCEPTTHE -III I NC. x2-ALI.EN
HEAD CAP $CREW Erf 1ErE1N4 TAPPED. allcjTHERAFPRDVEP
MECHANISM. LOCATION OF BOLT -DOWN I IOGES VARIES BY
MANUFACTURER,
2. REFER TO STAmiMF0 SPEOf?ICA noNN 9 05.15(2} FQR ADDITIONAL
REOLpRt: MEN TS
3 FDR FRAME OETAILa. SEE STANDAR4 Pl AN 2GA.p0
12•
I
�TTra•�
-k -
SrB'
�I
BOLT -DOWN SLOT DETAIL
SEI= NOTE
SECTION B
tSNL$SS 4TNFRIAISE NOIfC, DRAWING KNOTTOSCAIE (NT5}
STD. PLAN - 204.20
PUBLIC WORKS RECTANGULAR VANED GRATIS 701MV
DEPARTMENT GAZ 9/28/2019 1
r Hwr.r......,. DATE
:45
14*
FRAME AND VANED GRATE
. A% a', 12- OR 24'
ONE. N: BAR HOOP FOR G HEIGHT
INCREMENT (tPACED ECUALLYI,
SEE NOT 1
REC-TANGVLAR AGJUSTMFNT SECTION
�g
Sob ��•�
� I n
1
s3 BAR FACH CORNER I I 1
S
I �
%3 BAR LAZH SIDE
$1 ITAR FACH WAY
PRECAST BASE SECTION
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
R61WPORCRO OR PLAIN
17,
CONORETE
ALL METAL PIPE
is,
CIII
STU 09C, DU520
12'
SOLID WALL PVC,
SIC. SPEC. g-MI2111
16,
PROFILE WALL PVC
SIC. SPEC. 0 O'5.12J2J
18,
' CORRUGATED POLYETHYLENE STORM
SEWER Pipe
NOTIESE
I AS ACCEPTABLE ALTERNATIVE$ M THE RE13AR SiJOWN
IN THE PAII FIASE SECTION, FIBERS IPLACEn IN
ACGURDAME WITH STANDARD 5PkCJ ICA ?ION
9 t15, 50(911, UR WIRL ML5N 1-LAVING A MINIMUM AIIEA Oh
012 SQUARE INCHES PER FOOT 9•iA.L4 BE USED wCI H
THE MINIMUM RiEOUIREo REBAR SHOWN IN THE
ALTERNATIVE PRECAST BASE SECTION. WIRE MESH
SHALL NO1_8E FLAG€O IN THE KNOCkdUTS. A9 AN
A(GCEPTAQLE ALTERNATIVE TO TNT REBAR IMOWN IN
THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH
HAVING A MINIMUM AREA OF 0.+2 SQUARE INCHES PER
FOOT MAY SE USED.
2. THE KNOCKOUT DIAMETER SHALLNOT BE ORIII
THAN 20'. KNOCKOUTS SHALL HNIF A WALL-HICKNES$
OF 2' MINIMUM Ta 2.`r MkXIMUM_ PROVIDE A 1.5'
MINIMUM GAF BE1WEEN THE KNDCKTOUT WALL AND THI:
OUTSIDE OF THE PIPE. AFTER THE PIPE 19 INSTALLED),
F ILL THIr GAP WITH JOINT MOFLTAR IN AOGPR1I WITH
STANDARD SPECIFICATION 9441
3. TFIE MAXIMJM DEPTH FROM THE FINISHED GRADE TO
THE LOWEST PIPE INVERT SHALL BE 5 Vft7
4 THE FRAME AND GRATE MUST III INSTALI HTY WITH THE
FLANGE DOWN.
5 IliC PRECAST IIASE SLCTION MAY I IAVI= A ROUNDCO
FL OOR. AND THE WAI IA MAY gE R OPFID AT A RATE OF
iH 2AV OR STEEPER
9 THE OFIENING $LIALL BE MCASVREQAT TILE TOP OF 111E
PRECAST RASE SC-r,TiQN.
I ALL PICKUP HGLEIS sI IALL pG 4RDUI rULL AFTER THE
INLET HAS BEEN PLACED USE GROUT TYPE 2 FOR
NON•6HRINK APPOCATK?N$ IN ACCORDANQfe WITH
BTANPAPC SPEGIFICATIQN A•ZB Kl7}
B ALL GRADF RINGS AND CASTINGSSHpLI BE SET IN
MORTAR INACCORDANCT: WITH STANDARD
5PEL:IFIGA110N 9•SA 3. THLN APPLY MM IAH 101NSIDE
AND OUTSIDE OF ALL JOINTS RINGS- RISERS, AND
FRAMES,
9 MLW JAR 8t IALL BE MIXED ANDAPI'L11W I'Llt
MANUFACTURERS DIRECTIONS
10 FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE 01
IAPPING WOOL FRAME IS F LUSH WITH PAMPALNT AS
DETERMINED WITH A STRAIGHT EDGE L}F SUFFICIENT
LENGTH
I I. ALi. MORTAk JOENIH UHALL H6 THINSLIEU FLUSH ANU
IIBMAIN VISIBLE UPON COMI ION.
UNLVA Off IL KLWSL NOILG. URAWINCI 1'., NO IU SI.ALL III5)
STD. PLAN - 200.00
P, v 4lnvi
DEPARTMENT CATCH BASIN TYPE 1 GAZ 9/28/2018
a, ,. A..-,., .,,. DATE
63 HAN HIII
43 NAR EAGH
CORNER T 8" MIN,
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
PUBLIC WORKS
:4S
DDcuSign
Enf,elaps ID: 6EETr5D6-602A-4E4A-D43B-A317AA636678
FACE OF CLFRB & CEMENT CONCRETE
112' R 1.1T SIDEWALK RAMP
g 12• ORLANDNG
VARIES
5112. 1' FROM 1
a'• TO a
124TOP !f tia
1
,mow
+`•
AY 3PREMOLDED
1R'R RI)Aow16"
JOINT FILLER
- 1(
J
S g s f� CEMENT CONCIiF'TE
T
: ° 3
CEMENT cor�cRETr=
-(CW
` PEDESTRIAN CURB
I AT SIDEWALK RAMPS AND LANDINGS
T
FRAME AND VANED GRATE
1'-$'
x. LGGSf1T€IUPNPL.fTSaG
FACE OF ADJACENT OURS
COFlhAflfE r :'.
"' . gt
alaEwALR [c>=E6ETNLT7ta9T##F�
CEMENTCONCRETE
r
TRAFFIC CURB AND GUTTER see DEPLTEsseocuae DETAIL THIS sltEEr
TYPE C28 - ISOME- RIC VI _W
FACE OF ADJACENT CURLS 124
(AMMFRCJAI , WrrH BUFFER)
TOP OF
6 11r FLUSH WITH GUTTER IT 1 7` 12' R. ROADWAY
PAN AT SEDEVVALN
SEE NQrE T
RAMP EN1 RANCE
rLF.AN SLNRFACE AND BOTTOM AREA
1,12 - L
1:24
PROVIDE UNIFORM CONTACT. THE SURFACE
'
N01 F8
TOP OF b
AHEAUI- I}IE Na,}IL SECTIUN%1LJ8115E
1401 CEO 101 HE 501I OM AREA OF THE
1, When a driveway width exumda 15 fee:, CQnatruLt a full depth
1R-R. ROADWAY 1
ADA61MENT SECTION ADJUSTMENT SECTION
CKpanslan JoInt whn 31B' Joint flllef a" the driveway lane Ilneii PKVDPOM
1ai:o etd. plar 102). Dona met exponslen JoArib pamllolwkh 0-c aTz.c, ■tor - 11�oMRsar11leaeMDerAa
OM TFYeY1fT
- -
oy erAmu-ob Jo. ,n - . .f`
Dan'JaMIns as rreaulred at 1S mexlmum spaeing when drNwIfrC
widths exceed V_ am •Lm W'ICsic• r
AT I [] RE55EICURB SECTION
iO AT RESIDER"ItAL D1t1VCWAYSONLY.
b `{ R TOP W.
ITdMJrAY
2 Sec nd- plan 102 forckWwakdetalls. +, y� T71 w
T FOR COT,1lAERCIAL DRNEWAY$ SEE STD PLAN 1I042
$. Curb end putter shown, ethar Qurb designs may be apLTcilied,'
See III plan 101 for curb dNalle
DEPRESSED CURB SECTION FACE. :)F CURD
/f ` -
4 Ncd used
AT SIDEWALK RAMPS r6 Ux•_-
I. I -F -- i "N•
5 1f2�
,x
5 The tngincer will ftsign ail dflre ays NoTr_ AFa1Bk
++ILAFTH
-1•
12' R.
,A
DEPRESSED MDHIiLFIlE1C CURB 3 DU T f ER DETAL
Points marked with Bymbel'X" N1 elevaaons are Se the back of3l8.
.. R.
FACE OF ADJACENT CVRI# 1 I
� TO" Of
ROADWAY
GUTTER SURFACE
- ■ r 4 p;+2� I
`■
I
/
� >
� I
curb lop an u ph91 ><)do.
6 MolusTxJ,
7 Far ddvewey YY�tltha sea
e bTTIVE1h1AY STANOAR�S
p , , �. ^14 O -
See NOTE 1U
( ) The o;"0A jointl (see Fd. IYSA 1021 Ahal I DL+
■ J' `_
spsoed as shown in the ea"sponding 6umwJt vlwLl.
_ +� _
B
BASE SECTION
9. $topBls shall I:omply with aDOLIGns R303.2.1 v R343,2,2 or .. AGIAfr+T�
PREtgI,.GED
JOINT FILLER 1
R3332.3 of the Reviaad Draft Guldellnc% rm Acceaalble Publ k; 1'
V R.
Righb-ur Way DFTddvcI 23, 2005 (PRI]WAG;. i
E FULL-1]EPTIi 8114'
NOTE3s
EXPANSION JOINT r
1` R.
1, THE LAVER OR ORATING OF A CATCH BASIN SHALL NOT 8E ADJUSTED TO FINAL {BRAISE UNTIL THE FINAL ELEVATION OF THE FAVEMENT GUTTER.
PLACED
9, CUM rrtumm hpr any Type C-MAX 0Mtraway may be approvedl an
1• R
CEMENT CONCRETE:
DITCM OR SIDEWAME W WHICH IT IS TO BE HAS BEEN ESTAK'SHED, AND UNTIL PERMISSION THEREAFTER 1$ GIVEN BY THE ENGINEER TO
MORTAR IN PLACE 1N ACnORDAHCE W 1TH VVSOMfAPWA 51ANDARD SPECIFICATION 7-05.3.
8 ca wbv-cme desis - �4411'IiiL BUIR°ILCF
°
TRAFFIC CURB
2 SHIMS SHAtLNOt BE USED 10 BET TAAME TO GIRA1712 tHEUSE DI' SHIMS IB PROHIBf1EO
10. STREET STANDARDS • Renton Murildcal Code JiMC]
O A "GNTINU9US LAYER OF MORTAR SILALL BE P-KE413CTTVC _N AT3JVSTMFNT RINGS AND BRICK$ PRIOR TO PLACEMENT.
Thla IV DevELppmiRr RqulatLO11a
DEPRESSED CURB DETAIL
4 GNI-V BY APP90VAL OF THU CITY, THE USE OF 5RICKE 18 PERMITTED WHERE THE ERICK$ AW ST.11IGGEREV TO ClI A RUNNING BOND ORX BOND
CNr1PTER6STREFT'ANDUTIUTYSTANDARD5
AT RESIDENTIAL OR COMMERCIAL DRIVEWAY$. AND ALLEYS
5 BASE SECT" SHALL BE SEALED TO THE BOTTOM AREAO! THE AZJL67MENT SECT40N WITH MORTAR
Seljo;i44600STRE(TSTANDARDS DEPRESSED CURB DETAIL
e. MORTAR SHALL MEET TNf REOUIREMENI OF oVS001rAPwA 5TANDAR0 SPECIFICATION 6 a4.3
AT RIBIDENTULL D cOmwf%cmi. oR_ EwAV%, rW6AL1JM
DRIVEWAY STANDARDS - Renton MGmictpel Code (kMC)
1 PICK UFTINQ lHOLIES ARE TO BE GROUTED WATERTIGHT JSE GROUT TYPE! 2 FOR NDN•SHIFHNK APPLICATION$ INACCORDANCE WITH SF4NDAR13
T1tIeIYlk+reiopmrnlFNryuletlDns Drivl3wiayE%Hf11¢le: TYMC10
GENERALNGTE$:
SPEGITICAlION42U3j2J
CHAPfEft4 R�KeaHon0e1 [iN;a^*B-rat } !
and canlrac 1, $a
Seestandard plans 102 and i01.T for curb Bxpanstan Wn ant Spacm4.
a MORTAR $HALL 9E MD(ED AND APPLIED PER MANUFAC7UREWS DIRECTIONS.
ClTY-VADE PROPEFtT`t DEVELOPMENT STANDARDS NAanber of Larlee
Z, EW3rislgn Jpinl T11,411 tic fe1 depth, 3/8'' lln j premulLiLd IDlnt Alter.
FRAME SHALL BE APAII D TG PAVI=MENT GRADE 13Y TAP-ING UNrIL FRAMF IS F40FH WITH PAVEMENT AS DETERMINED WITf• A STRALOFT Goer OF
SwIm(W-4 I.A.T. Comistmatil
44-0SO PARIQNG, LOADING AND DRFVE WAY
3. For 4apfossw MDnalithic Dbveway Curb 1k GLNpur Section, me StvIrdard Plan 104.2
SUFFICIENT LENGTH.
R.PwIller SUVI lk-k-NP 9uR.r
REcuLGULn AtllaNs
10. ALL MOF#TAR 3Q1N73 SHALL BE TRIMMED FLUSH pN4 REMAIN V781BLE UPON COMPLETION•
YCIBLIC WORKS
DF.PARTMItiNT
CEMENT CONCRETE CURBS
STD. PLAN - 101
+ * D1 � M4NN`:
CEMENT CONCRETE: itND DII TAY
Et11TR.ANCE3 - R+IOTEs At'+ID piE'7AIL5
SM. PLAN - 104.9
I. ?
LINLr.55DT11rawlsrNrnrc•n11Aw�NclSNarrre3cnlT;NTT)
n
l
STD. PLAN • 2e72.Q0�`�
71fr1�l
PUBLIC WORKS
DEPARTMENT
CATCH BASIN INSTALLATION
„'G'AZ 9/28/201H 19:45
)Ayr
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
�yL F WAS /
NiNc°�
274so
°dx -c1sTIF ER�C�\°�
10/15/2020
SURVEYED:
4 SITE SURVEYING, LLC
SCALE:
DESIGNED:
D. L. OFFE, P.E.
3
REVISED PER CITY COMMENTS DATED 10/15/20
DLO
10/15/20
2
REVISED PER CITY COMMENTS DATED 09/22/20
DLO
10/t/20
DRAWN:
ONE INCH
1
REVISED PER CITY COMMENTS DATED 08 05 20
/ /
DLO
os 0s 20
/ /
CHECKED:
AT FULL SCALE
NE INCH
SCALE OACOCORD ACCORDINGLY
NO.
REVISION
BY
DATE
APPR
APPROVED:
VERTICAL: NAVE) 1988
HORIZONTAL: NAD 1983/1991
DATU M
._8%NML1 /WR X 5/6-D OUMMY JOINT HffNOIII
_41 a' -a•
3/87 PREMOM JOINT FtLI_[R (TTP)
JNIGP
FACEOF FRAMEITLWATIE
PRNIAIE a f,9RATL
CUM
5 7 2' 1' tI•a9�j
1' K. I • R. /^ RCI Q AY
. BLCIBE
- b•
•• b F
ti b'
b
GENERAL NOTES.
FR4MEA.N501HATk -Not N'111DF 3
IN CURB AND BLRTBtR1P rMM
TQA CF
.. :. _ ROADWAY
••i
ADJUSTRIEWSEMION NOT1NfYJNPED
iNf,A'JRBAf1l.}I Q1jT1@LDID Ipt4A
'.
CATCH >1M N - NOR L40LUDED
' A
P.
its CURTiANb4vrr RwoIIE3J
CiMIJITCONCRETE
CURN AND GUrMII
I
�fJr ��r • r'R' .
1. The Intent of thla daslgn Is to fadlWD tho mmmial
of a catch basin vAth Mnimal dl&Wftn(* i
Of tho GnU.
2. The expanslon Joints of to
adjacent sidewalk shall
be adjusted W be In `.
IlsDase vAlh th expansion
lice curb I (1 1
ISO�ET{2IC VIEW
r,5 V.
CEMENT CONCRETE CURB ll m. PUN - 101.1
PU13LIC WORKS INSTAi.LATION AT FRO ❑:
a DEPARTMENT CATCH BASINS
AoftL CITY OF
P"RI RENTON
Planning/Building/Public Works Dept.
SECTION (D
R-413503
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Scott Warlick 10/14/2020
SURFACE WATER UTILITY
'' jfarah 10/14/2020
DATE:
FRONTAGE IMPROVEMENTS 0/1`5/2020
ANDREW MICHAEL CONSTRUCTION, LLC F
CITY STANDARD DETAILS PAGE:
DRAWING N0:
4920 SE 2nd STREET
RENTON, WASHINGTON SHEET:3 OF: 7