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GENERALGEN�RAL NOES - - • - o �,,.
L DUMMY JOINTS SMALL NOT BE -
LESS THAN Me -IN THICKNESS _ ,tea,
AND SHALL BE OF THE SAME DIMENSION'
AS THE CURB Q GUTTER EXCEPT THAT
IT SMALL EXTEND ONLY 2-V4• INTO
GUTTER SECTION.
'-SEE CITY OF RENTON STANDARD
DETAIL FOR DEPRESSED
DRIVEWAY CURB a CUTTER -
TYPE 0.
IOtICT1 LE INOMI
LOa tiOMp TO C[R'TE71ltM 01 NA•ft*
'
T[11NAtM
_ NANO TO ►n 3P"09 SLACK N COME"
>KRWCE LNG to NET610
- CORPORATION! STOP. PCIAO TAPIR40
- -
-�T`NMAO ICO •PSG J0t4T C 7-14013 -
- r wawa
`von F
Till
I 1 ,
SECTIOW A -A
JOINT -
ALTERNATE 2
- T
EXPANSION JOINT (TYP-)
WHERE THE
DRIVEWAY EXCEEDS 16,
'
4
IN WIDTH A 2•DUMMY JOINT Mq�
�•
_+y'
SMALL BE PLACED'
;
LONGITUDINALLY ALONG CENTERLINE.
!
I/2" EXPANSION JOINTS SMALL BE
PLACED AT DRIVEWAY RETURNS AND AT
THE BACK OF DRIVEWAY.
,2. CONCRETE SMALL BE CLASS 0 (3/4w) AIR ENTRAINE
4. SUBGRADE
COMPACTION SHALL BE 95%
PORTLAND CEMENT CONCRETE.
(MODIFIED
PROCTOR),
S DRIVEWAY IS NOT TO BE POURED INTEGRAL
WITH THE CURB B GUTTER.
p�Iy�wV c)eTAiC,
*..1E O By T"E a"
r
T*fE'>rlOIrTL owns MUM)
V "holes Low T6 „auu it to tit
1116TAL1.10 IN T"E /YTLNLE NSTALL
FOAO C14-33 am 44 -
►IOt . Cou"ast law Cbuft"a
VON 1-EIALrAa1L2"[ "Atw
yFORIUR"CIS 11"" WXISTMG STIED
ASAP LL CfHaNT On ►VCWAT!A aawMrS
1MST.LT OE aTRAP uRY10E •t _
' eouALtoN6" LUELLENeo
CAH91 PAVH6hf Of Me gib FU5 ai Dfivo fft Ot 40K1% ,r0q
Ulomnwo FOIL APPROVAL, SY :
FM A F F PL i
BY AbWUV AAfa1Q/ BY
W4TER Ul/G/T-Y 3/27/9I F E PREY A/T/OA/
3/Z 7/9/
.. ".e a< av oms:.otrrmg tsMlsTr,art,oe -
- 2 The hour of work : the area rightd than be limited b E 30 AM b }_TO i•hE ors weeMays unless otherwise approved in w ria^t b y
the Depertmeat of ]'ablic Works at 235�. An area datlres. Partial a NIL sbaa he� by the Dcpatmtcat of Public wogs
3t bus : eel. The Plitt Department Fue Department, sad 911 S W be scorned m adNam
1 An loatiom a! an7itin tllo.tm at: app�am+te and it shall be the contractors responaTNTiry b Verify the but and corrert
lootiom o m b atd da�ape or dia>,t0 set For atilit� and
tan aiiiorr lootaes,1�00 42MSSSL
L An water ate ppppprppppeaa� b b ceoleat lined dnlct7e iron pipe eoefonnttt; b AWWA C110 and Clll or latest xvitioe thickness der S1
Cemesmottar tiomg and seal coating alas. contotm b AwWA 89 or latest revioaa Pipe jointssobe posb ce or aeechaaiol �aet
Beddingb bs dam An ductile inn ittmaaed South of Sunset Bhd ppR w.T SR 900 and West a! SR 161(Fjst VanrF
PteeWay) or: soils d high Mtann9 P°��lk+a w raPPm Pa A! 1SISAW WA C311>-T7 Staadaas
1 CAN bars and doctne boa Bering: shah be attest Ifad puwte rated r toted ors pknr, and L accordance with ANSI/AWWA
CIIO/A2Ll0at Cement lininE than bs :accords.¢ will ANSI/wWWw as/A211 SS I! arc s incDea b u meter :
-a;arneter and bs.e mechanical the fittin shah be: a.old.with d ft��
tin feet ANSI W W C110 A2L10•[2 pea /A A . / arANSI/AWWA
CLSS/A2133 84 }inrA b 12�ach diameter f�ttiap whim i1..e sRememiol puts and/or t1en than t» : aocortiaaee with
ANSII A Cim/AZLIDS2 or a tambinat= ct AM/Awww Cllo/A2Llo [2 aid ANSI WWA Ct/A2133aS4 tom slut the
poetics o(tsa with, ma3aoiol jaat(s), may be a accordant with ANSI/AW WA C153%A2L53.64 and that portion *(the firant
^N II .; p6�r(sjthan be in aocordantt with ANSSI/AW WA CIIO(A�211P� Acceptance teuins as aa»edaooe with section 13•S.3 ai
AN57/AWWA Ci53/A2LZ44 or with samost 1043 /( AKS7/AWWA C11D/AZL1042 sAW bs obtained by On matractor and
Transmitted to the owaec
Gate valves than cod o m to AW WA CSW aid shad be icon body, bromsd-marted. double disc with broon wedging device and O eieg
stuffing hoc Valves span be designed for a minimum water operatirtg prssavre a(:.JO PSd. Gate vml,ss span De Dow List I4, MEX
Comps Nt3 A2I80 a fNd1i An valves Ir in diameter and Jaeger, than be UWAded is a vault Sea wester standard dwil for IT .
G—V� Assembly V_. sad r Bypass In—natica.
7'. Fun hydrants shall be. Corey type (opening with the ptvsure) conforming to AW WA L-,564- o with a 6 inch inlet and a )&V.0. of S
` inches two 2-h inch bone .Dates with motional standard 7 mch, 60 detmes V. threads, O.D. thread 4t175 and root diamew 4a7S3,1-%
inch Pentagon operating But opened by turning counter clockwise WI)
L An water maim 10 :met and smaller so maintain a minimum cover o(36 imcbes below finish grade. All Water main 12 inches and larger
Shan be at a minimum of 48 inches WJow fin" grade. Where utility conflicts our, water matasare to be Iowa to deaL
s. An water mains six (6) inches in diameter sad larler $ban be cleaned with Pips eluting •FIGS' prior'a dniafect- Tine •Pry f'S
than be Girard Industries Aqua Swab-A.S or approved equal. 2 Ib/a R density fcam r,a 90A durometer atethane rubber eoeting ors t�
lest of •PIG' only. 71G5- shod be cylinder sbAped with E�uaet qa or *gnu* end. The City will sum the contractor who will Fcrtocm
the denting op-micw
9a. An water mafat and actviees shah be pressure tested to a minimum of 2W PSI or 150 PSI wu operating pressure.: accordance with the
specifrations of the City of Renton and the Waahinpoo State Health Department An peessum trsang shall be done a the presence: of
a representative of the City Of Rsatoa
ft An wear maim and so v than be disinfected by the injection of a So ppe (Mmfmmm coa cormtiom) mJorioe/Wa ter solution Dry
Cald.m Hypomloria than NDT be plattd ie UIs Pipe as braid Chlorins shah be owsesm%w*ted in acconUnce with Section %
113(u)E a 7113(12)F of the Standard Specifiotions refereaood r 1 Above
It A prcconsto m conference is lequb prior b aaqay oortarrcti- A minimum of 3 (three) rOrkufg days entice b required for
Bcbeduting Prior b cAtdaling the precom , permit :fnraaboa short mum bra supplied so the Utility Eagrasrs OfLw Zti.eaty (our
bur notice win lea required prior b seArtw; new conmrwcaos.
m IL It sbAn be the srractoes r ceponsitaq a secure an accessary Permits Prior b martin[ corotrrctioa
11 Installation of eorporaa stops, water services, lots and meters shah not be done until W service agrocanots, Butter applicatfomr
COnstractme persons, Wld payment of fen have been made 10 the Cry of Reatoa
it An connection b tatting maim b be a¢otnplithd by the Gty of Renton Escept .tt ape weim m+y he ode by approved wet tap
coorra, ors with prior approval f from see DepatTmsat of Pubbe Wotkc All ao ,y salvation and ataterialt b bit supplied by uw
contractor And be o"ut prior to Gty noafiottons.
14. (nsprctioa wlT1 be aacomplisbed by a rreepptr�eseennative of the City of Renroe It Than be the earractoes responsibility b notify the Utility
Deperia+eat Zr hour: advance of tn.cisfiaing an consracaoe. The opotr■ctor N wea M the Engineers sbaa keep as -built drawwgt
IS. Contractor to provide plugs and temporary blow. -off assemblies for testing and purity acceptance prior to final tie•itL
li M joint rearaiot systems (shackle rods autL. boles etc)) shot be a< maaufsctated by the Star Maaufactvrinl Company of Cdumbus
Oh,o a equal Approved :writing bT the Department o(Pllblic Works
IT Arphah and concrete street paving shell be seweut to a misimaa depth of two roues. Oa mat streets aury be spade cue An surface
tonrstte, pavement, sidew•alkr, curb, garters, and dAvewty apprawdwi span be sawc■e to a minimum depth of two :clans or removed so
an wising espansioa joint
IL A temporary cold ma asphalt pout than be piaccd on the day of initial eatavetim with a permanent, sealed patch b be so Cay
elf Renton pol - within tt n drys Can for subgrade 'nvp prior 10 placement of final patch. Trcacbs will act be kit opes over
night withart poor written approvri or the lnspcctof.
19. For Ciry projects ram as telemetry conduit. the TVC pipe .red than be. schedule 40 is unimproved areas Bad schedule So under
improved areaL Alt chem"' Ptoeem limes shall be achedul : g0 PVC pipe
COMM, C 9L&xN4 —
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I - 80Y& " -TAM M 1�21 7� (MJ x RI)
I -Co", OAfr- V Lve/(FLX,M�)
RUE TRA"C REFLECTOR
See STANCAAD oetAa
SPK ET
TWO -MCC CAST MN VALVE OM
[DUAL TO NCtt VALVE CD,
STAtCARD r TOP SECTIOM wITM
REGULM RASE SECTIOK LINOT"
TO n7. .
COHMTE wLOtAM
`CAST MM TEE. "T"
A' FLAO" SOE DYTW
.a•� .• •;�• f "Ill •ALVK V%A tine
IOUA , TO WALLER TA A.1300-16
r DUCTILE MN MM CLASS M -
CEKENT LIVED. LENGTH TO FIT - -
Tw0 1/4, STEEL rif 0001.
tr a ir . 4• IM4M LENOTN TO FIT. $EE STO O[TAaL
CONCRETE RLOCX FOR TEE NO& -
7 Cis FT. 1a0004A1 MASKED
GAAM ►AiSMO LV2' Mo
RETA W.0 an VL' MESH FOR
CRAM
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YOUNIO FLAT FF- OcP,. — 59
COLLINS & ASSOCIATES
40 � P.O. BOX 2332 REDMOND VA 98073 (206) 685 -0102 —
a\ ...... 0<<
,��► ,,Lin- CITY OF RENTOIV
DEPARTMENT OF PUBLIC WORKS' "
R
We.ass/or� aL
3 a- Cevlevq J�L Z- 'LII-q DESIGNED DATE FILE NO
Z� GI ` �.�v1E�1 t�Q 1Z_' _ l -l/� DRAWN
CHECKED SCALE FI[LD wool( -AGE_
i � 07-/ r�v� �aZ fo-2°(- qo
NO. RIEVISION BY APPR. i DATE APPROVED SHEET—.ZL—OF
W T P610 W__