|
S t c
<br />s Bockfill with maleriats equalto or
<br />UrEx
<br />Street ti/W better than the existing .pavement
<br />in quolity go# thickness.
<br />�' I C A T 0 N S t. air :Futur. E><istir+q Pa�r�n,ITIaNAL DETAILS SEE SPEC 1�0R ADD� .,: ... -.
<br />Garan of DNch ; �- o - Compact in le marl Iayrrs
<br />(it ooyl �, a T _ ir;,� 6� "Min to a min: rtabfive carnpactian r
<br />Y S I >f (T y p,) _ _ d 967ra%Odw parernent and '°
<br />:77--�ahautdoiI and 90%
<br />I irwuN�gi i _FOn�, TrunsAWu � p I
<br />Connection —�— ---Y� ortfid• •1WIIId•ri,
<br />a 36" fisbw with S . Ca1RpOtt iry mall, loy/r6 •
<br />-.�,,�saari-�• "- Y^^t�rsts: :,r
<br />Connection ' = S= > to . o miArrtwm L=
<br />— [ 6' 4' 1 —;� AAaptar 2 t►oM Ciampi 12 sport a O
<br />�- Lip i`-�y 4 See l�N +e.f � � relative compaction
<br />VIEW . A- A . ~- �� Corporation 24' min.. Covsi b+uaw trafom / of 85 �`..
<br />with 45 ----- st of Arch (it an) /
<br />Iy 6" x 6„ _ W 14 *14 welded rir• fabric
<br />bevel with _ _
<br />I °e r Coer,poCt in 6" s
<br />a - loya
<br />1" chamfer. k
<br />1 _. 2.1" Si►viCs " lC 0. D. 10" to a thinimum 10 O. D. 10"
<br />C tome ( I or larger relative compaction
<br />12' Minimum Double Strap) " of 90'/.. •
<br />Mtn.
<br />_ __-T_ � ... - ----- - - - VIEW
<br />•• I �a •, I- 0. D. t 2Q Min, Mt Q D.a• Zp IMin:Mm
<br />30 Mar anarrrt e
<br />I
<br />EansrOn
<br />Joint A fMpan#ion Joint
<br />3" [ Y•c7�,iwe 2•o*%
<br />" . _ � _ - - _ _-- L Plastic pipe up to 1� 1. D. service shall be ultra high molecular weight ( UMMW) RIGID . CONDU I T FLEXIBLE CONDUIT
<br />I. 1• — , Polyethylene as manufactured by "Driscopipe "Orangeburg" or approved equal.
<br />I l alk I
<br />Expansion Joint Typical =---- _ \ • • n
<br />{r' with minimum pressors rWinq of .160 psi.
<br />�, Warp Sodew L - _ _ • . "
<br />Worp 5 Zi'�--r V` , 't�'T' �7�rJ� i� ,. - / I ------- , 2. Pla>;tit pipe to 2 !. D. a•rvic* shall be P B 21110 Polybutylene or approved
<br />IrflK. Wit:► . ' i'':._ r: I r _ ---- ' r t' of 160 al.
<br />7 \. I � e9ual with mtn�ttturn pr•sw • rating p
<br />• A f R f h- • 3. Corporation at shall have Cor
<br />Sidewalk ; ' \ 4 • • pur oP corporation tacit threads.
<br />. � � I 4. .Ang1a stop.sl►all hOw svritrsl tt+tt erne bak+ni►ps
<br />�YL
<br />Curb one i \ { 'fA1 � 1 I _ I 5. Angle stop shall be v401C011y plttralfed_ f: Relative compaction of materials shall tested by the St to of California,
<br />1 Guttae Lina \ r ee Sim of service line shall be lee required b the Courtly: Depl. of Transportation 'testing Manuel,. lest method No California 216 or 231.
<br />- \ 0 Grooved in a herringborw -'-u� n 7. Int -tltt shat CpWiiih 30 ASTM Ds tion 0 22.x. 2 All sxisting pavement shall be neatly cut to line, prior to trench. excavation,
<br />7. Mwilsr s a Ow++►ectbn�° Jotting or Will milled rllhu► t stn•f t of ala with 3 bond.
<br />z- Guitar
<br />f \ pattern �" grooves opproa. JJ LLYY / 3: Je nq pounN w be par he Right y year
<br />r`, G4tIM � _ a 1
<br />I QC. ; groaves should M �� - 4. 't` W hen shown by .roil composition and compottibitity, ninety percent (90%).
<br />aligned porow to Cr swots ,. SECTION A --A. WATER SERVICE
<br />3,_ C�' 2'__LA 2-O 3'.-Cfr i stripes:compaction may bo used, when approved by the Director d Public Works:
<br />- Variable t�
<br />.. tyo. grate may be
<br />PLAN # q 'as, \ e Grooves was .s O.C. • a dee or Ie lo•tea*d to from*'
<br />R/W with to 11� Mat -heated Chain t ---Cost .Iron '.Ltd
<br />-----Rat 114 - roo machined
<br />or I
<br />12, ♦ _ _ e!� !� - PLAN
<br />' Pro 1r vbrvtt ila+r, Frame and Lid FOR ALL STREET
<br />sealtny Psur�oce
<br />rt 8af of Wolk 1 Curb .L M I ♦�{ Rater to improvement Standard No. E-2
<br />900
<br />10' u• Break -Off Joint LOCATIONS-
<br />2" above ground lins�
<br />rs
<br />Expansion Joint Typical s" rs
<br />Gutter Line h `
<br />t, �; • ' • l �•.`�� id 2" Aspholl Concrete film" �FtnrMsd Groh
<br />ELEVATION 0 �. e Wafer Main Concerefe Anchor Bloc!► 10 �T
<br />- Fac + r
<br />+!' ► '
<br />• el Curs I - • • • •
<br />I � `
<br />6 I Pipe • r '
<br />Flanged by Ring -Tito Adopter. '
<br />• • Conc. Thrust Block- (As Required) Conc. Thrust Block -
<br />2t -0h
<br />- - -_ Crosswalk " '� EOR OFF STREIrT-
<br />�" R 1" :r '-�. _ Refer to Improvement 6 Flanged. or Flanged by Refer to Improvement -
<br />NOTES. a .�- • • I ' Standard No. E-3 R+^4 -Tits Gate Volvo. Standard No. E-3. LOCAMNS
<br />per I
<br />Tifco No. II Tee or Equal. Concrete Base Box. be
<br />-'� �:�° ° ° •. :_�,�, b r 1 ■ - • - - '-"„ - M of • NOTES;
<br />- ! , ground Valre oqx : -
<br />�` -� 1. 6 Ramp for 41qurs Might &W 2 % sidewalk slops. For 6 curb height either use to" or trartsition '� !. Fire Hydrants shall be � Extensions t
<br />curb Might to from espansloa pert .to bsg)inwtnq of rsMup y placed with 4 outlet facing
<br />Concrete 8asa not
<br />dirti ly Iowor the street. to a
<br />- � � � Ct ds ►e necessary nrt+en Vlsly
<br />2:. Catch basics and other oirwtroctions are not to be loco ted within the. wheelchair path Orap. •" o Box is located. . back
<br />2 Fist Hydrants shall be clean and Erre of concrete.
<br />of sidewalk.
<br />3 Sar St>ortdrrrd 6-46 1- 5, fx B- 0 lost CSA, 6e,terr A Srdeslelk t)etaiis; ane S1dl>s StanDWd Plan Na -1! hr 3 Fire Hydrants to be An+eneon Darlatg Model a-629, Dresser. . Ala H Style 929
<br />AL- A_ ceheroridardetails, " ie ionµ" , Muallor "Centurion" at %bdern Conturion , ca opprovsd equal [2 -Lo
<br />(S I-4 outlets)
<br />SECTION 0-8 4` Or other size as required by the local Fire District.
<br />T Y P I C AL C{3M M E R C I A L DRIVEWAY HANDICAP RAM P 4 All Hydrants •hap paint OSHA safety yellow ars a.
<br />- (STANDARD STJRM DRAIN INLET) tsgdired by laoal Dishilit. HY RAN T
<br />NOTES:
<br />FIR: E D i"""u"anrr•rn..r+•r•"�
<br />I. Volvo box and Lid shall be Christy Na G S, Brooks Na, I R T at 4 -TT, or equal.
<br />2- All Lids .and Grade Rings shall have machined seating surfaces.
<br />THRUST B1.QCK DETAILS 3. Extensions shall be as monutociurtd for the Volvo Box supplied or Pipe of correct
<br />" w - W01er It no
<br />size con be used.
<br />NOTE
<br />AN rout = uhhss =� S - Solitary Sewer lin•
<br />OX
<br />o1#erttaee . noted _ 46• Max, r�...r ,� "'
<br />� . lin. VA LY E
<br />�gg r�1 + " .� - 2 4". 317. V _ ;r,1a,
<br />Depressed alter W � S'; to Expa+•4on JorM (Typ.1 4ai• `i)� , � � " . , :_
<br />.
<br />l Ptp. • _
<br />curb to +dantify se.wce locat+ons -- _-------- B � • • • ' � ' • • :� ST
<br />i
<br />NOTE': rl
<br />MAIN 3'-o' goo E
<br />1) From* 8 Grab shall conform
<br />r ° a - �-
<br />I'-p' 2`-0' A to trnpro+rerwe#t Standard Na. C-6 _- - TYPAL � CT14N T1�U
<br />TEE 1�1jTLET 1 THRUST Bk30CK 2 +
<br />- Vertical Curb of Returns F. L. 21 Two feet minimum below finished grade C T I -
<br />TYPICAL T T SIG
<br />I Brao#+ Finish M fsew development. In existing streets, -
<br />�" I Level L,ne { , l #say ba Ives 'Aon 2' rwth. the
<br />_ •— -- - --- _-._._ __:�5- -- � ll�a a � D a � _ .- _ a�roTot of itis . Engineer sarilary Sewer T�IU$T K ai H8i4NS
<br />w m \ 31 240. barrel shall be Class S R C P F _ NOTES
<br />y'
<br />i R' - . - :� �- o+Vs a �T .� 4"IOTt A C LII L __ ► t7ne street s�{pt it requited
<br />Mort TI $ A p
<br />o .. ,T a T - -I i
<br />at Ciasa e . A. G. p . J PKaAL Y t�>dT . 6 LINE end
<br />=�..T gERVIGE GST I� 22 1/2* i' 6" T! ' 3r - 0" 2' - O• at each �htersec tion
<br />. _ r. • - . " 2 Block rwrrtbers are too be . acquired
<br />•,: o + I I 43 0 4B 4- 0 3- O
<br />{ a . .. , • --r Timm the Sat doaMuin County .Deport -
<br />• " TEE OUTLET - 0 2 - E OUTLET msnt of 'PNn+ng and 6uddrig lrnpstytan•
<br />Do.r•1e - 9 of J. Ow x 24 " rtpocs4 1:2, a c ! 11 -� � ��� .�...r/
<br />DEAD END - om END 4 - 4 - O 3. Sae attproverttrrtt plans for latoltan
<br />0reosed and wr*Mod one she th►ou4h °� I 1. Frame. 6 Grate _ - - -
<br />.evvy s+tPar+riian jo rN ti - - - - - - _ - 8 LINE I LINE - _ of STOP �, when ,regwrrd.. .
<br />. r -o- i--� ' _ - - -- -- - - z� 1/ r - o z ar zap 1/ - a - o- MAN ST
<br />4 The le+fglh. of the areal sign varies
<br />45' 3 -' O 44' 4 =6 4 - 0 l0 E due so the berob of the serest
<br />-- - -- — - • `• .6" _W TEE OUTLET 3' - 6 3 - TEE OUTLET 3 -.6 4-0
<br />rton►e.
<br />MONOLITFH`ar,_. KY TYPE.: • DEAD END 3 --6 - O DEAD ENR S - 6 4-0
<br />•.. i xEdge of Pavement.
<br />CURB 8 GUTTER Z- Coal Iron Fronto and Cover
<br />•• . • - " •'; .'' t1 Base ► Bock of Sidewalk
<br />• . �. a a Rohr to Iimprovement Standard ..
<br />7'-0" Min. •+ •• .• :. • No. 1]-4 1 or Bock of Curb
<br />24 .pros a I r �V�i S i AU thrue blotb shall be poured
<br />• " N .• a_i st ►bed soil and shall
<br />3 _O: Q
<br />4'-0" hilwmtfnn (Sw lewoik) 12" - 2' -0" - Broom Finish •. 24 I.D b agaiinClo., 8" Canc[rte s
<br />�N L.N• ■ • . • « • s
<br />8raarn F+natt - Al iiafwne r Tltnast .._
<br />Sao " r Mor ter-- 7 a = �� t 2 Thrust block dimsnsiom were
<br />1 l Level Line C-- •� colWofed to ollow o sal m �
<br />'a ♦ ♦ t0 R 1 - _ " Sign Locotlort
<br />' � q o 1• Exist"P�Mrrr1 i d bsar+np value of I,OUO pounds i- Street /��
<br />• i ♦ v
<br />• a + :�(!drat inrnl � " or v G►ouM � •d x G. 6sNs Der square fad
<br />6" F-�- l2" i t�y0,tsr e
<br />r 6" or fl" I- D Pi •/;
<br />Dowels: S or ate ■ 24
<br />12 w O c Ptmood and. wrq"d - •• • • • • ��'(� / - IO
<br />expansion h . av«y Powjn �i_ _ Phos CartueM • + : sb Rsbsr b lop.and bottorO 2 1D pipe I STREET SIGN PD§T
<br />T Class B Concrete r , ^s 9ialke (Cts•. ' *' T; DQE' . t LOCATION ETAIL
<br />MONOU. MC „BEVEL TYPE
<br />AJAR GUTTER • a SIDEIMALII lose A- _-rim, - - "s' cater+ete l c it
<br />IGH B - r • ♦ ' • i tp -T 0 •
<br />MOTIE'3 Ballot• Of Trweft U,
<br />I. CMWI"rtt *XPDOMW f pints ® 20d nsesilW#AM OW d MWM, W$Md tom poi",
<br />TYPICAL $T�iE�T SIGN
<br />tyaaNs aur debar fiu.d obj.rls tit odowwk
<br />2: TrowiForse w olhomd piw pWo sir be owavMeM lK h` WAXi isom ower"". TYPICAL
<br />T1 PERMAHEMT 9
<br />.INSTALLATION
<br />CURB GUTTER S. SIDEWALK
<br />TYPICAL SANITARY SEWER STALLS THRUST BLACK DETAILS STANDARD STREET SIGN DETAILS
<br />OEMSUBDIVISION STREETS
<br />STANDARD STORM DRAIN INLET
<br />NO DATE ttEV1510NS a DESIGN DRAWN 8Y _ APPROVED
<br />BENSON PL ACE
<br />SHEET 4 OFb
<br />BAUMBACH & PIAZZA
<br />- i s -- -_ _� .toe W. 9667
<br />cIvu ENGINEERS --. SURVEYORS DETAIL SHEET
<br />FILE
<br />SUS MITTED BY ---
<br />_. 323 W. ELM ST, LUA►A�.rf 95244 PH. 209 -36A -66t 13 5u�0.1vtSfpM IMt�ROvEMENTS No.
<br />RCE _ ___.._ DATE __ ___- SAN JOAQUIN COUNTY. DIRECTOR OF PUBLIC WORKS
<br />
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