|
N
<br />SEPARATIONS
<br />S.J.C. R/W
<br />STREETS
<br />r�- "7
<br />/
<br />.
<br />Pavcmcnt Section as specified in an 'Encro-chment
<br />Cielwmit'shill Jake precedence over rhe PJvement Section
<br />'
<br />'-_.Is JAOwn.
<br />'New Pive/nent to be yxhigher /hall DiamandSJw cutJina or other
<br />'
<br />odjaeenl Pavement. Ap /y fog Seal / oppmred dev,2c. Repivc to J
<br />c/can .doe. %v
<br />9 hlf
<br />_cosi ofSS lAsohJll mvlmon. 1 51ri P•i
<br />"
<br />- 1st i✓ore f.
<br />"'°••a..^,.A'r1 .+%. 85"-•SUbgr✓d:
<br />' G' „rxcils!ive compae!ron or 95Y
<br />:AST ROM ID (TTP.)
<br />pvverntnt SeClion ShJ//
<br />�• min
<br />S. Vlore
<br />1 1
<br />" Edq P merr{' I -y
<br />WPI
<br />be a uivalonl !o evislin f
<br />in nu Cl JC ", in l2'm.a.c. !i r.
<br />.. 501 TAILSTA(ARD
<br />5t( OW
<br />TOR
<br />I �
<br />51de d AlrFW4
<br />o: ✓e en/ ^ur COmpac11 y:
<br />less !han 6 ofAC andJ"AC to a min, reldliwe compac."21
<br />SIRCCTD RCA MSTAL"TON.
<br />N THF STREET ARCA
<br />50' ..day
<br />W e Wq� Lwda
<br />N
<br />Of 903,
<br />ALFtRA/ArE
<br />Deep /it! A.C. section of
<br />1.1/2' A.D. M-AGCD AT
<br />DME OF 1STREE /NSHCD GR40F
<br />GLI OF STREET
<br />LIONAKIS-BEAUMONT
<br />25' 25'
<br />ISI
<br />2'•6'
<br />7"min. or % the lhie.knest
<br />ofCheelislin9Jlncfural
<br />- Com Jct rev t2',avers , p
<br />P
<br />G' TT►.
<br />Q\
<br />DESIGN GROUP
<br />1
<br />6' 2'-0'
<br />Jeelron whichever if greater, , J
<br />no /erola: r vJ Cbm'Jc. rot
<br />s than CAC txisfin) .... of 6S OR,
<br />U-1.�4'
<br />r 1 1
<br />6. 5 5 16
<br />1
<br />16 4' S t
<br />Broom Finish I•
<br />Broom Flnith
<br />�-
<br />. Abut .C.
<br />Comp,,et o a"short /o a Trnrmvm
<br />comciecompae/ion to
<br />r
<br />n ere
<br />1..
<br />Bre'
<br />� •
<br />ARCHITECTS &ENGINEERS
<br />9tAojq. Sub{z� Appl �j � FI larTI
<br />GUShlon
<br />er rev &Jsf7 9FVa
<br />TLLevel Line •H•
<br />1
<br />6SY•.
<br />Mater/:/ to k imro,. ed rand
<br />ta
<br />r r
<br />•, 4'
<br />WATT AVENUE. SACRAMENTO, CA 95864
<br />a
<br />� n e , ,
<br />a' ' S In
<br />•
<br />N c/Can
<br />♦
<br />. �
<br />7-1: E' . ► ►. n -
<br />N
<br />401
<br />2%W
<br />21'
<br />81
<br />o '
<br />or an ;A; c✓co' grinu/Jr
<br />- free
<br />•
<br />•
<br />12' I-'
<br />.'.', r t
<br />r . ! •''. o curb to Identify
<br />,
<br />ma/er,it ef://kwn nd
<br />iY'
<br />•° hawna L:c /orlay.rntf
<br />In
<br />'� . . ►
<br />C
<br />(976) 4061JOJ
<br />_
<br />�
<br />• . r .. .: ,
<br />j R y,. • � :, � rani$ loeDlione
<br />1;'r. '• + .' 7.. r
<br />, o01r/J etc
<br />O f •9, 3;, P r
<br />i S • 2U,r,caJ,lni ,V,. I00•
<br />�1
<br />y ., e .
<br />_ - •
<br />'I
<br />j Mrn/ml/nl jJr✓ ESI✓IVJient •Z0.
<br />Z' TMREAD!D
<br />See (44vul2 fir Gurb 20' Asphalt Concrete: w/
<br />��,llLL
<br />OIRGI CP1JIIfr� �P�AI •5D' Aggregate Base
<br />Fortaz coat.
<br />':
<br />3• f' -Sj6 ' .....,,.:_ ,;.,:r.._
<br />Doral S or DId. % 24, �:��'•
<br />_
<br />;' h -, Shape Do!/Om of Ifencn,e///0,00
<br />rte- t oarP/ B cad loin/, _
<br />"
<br />�E/TEMStO!' 7' svl. eo
<br />WAICR Iva
<br />h
<br />ARCHITECT Ala
<br />40' Aggeagate Subbase
<br />•paced 12'o.c. gt•o44d one i.;:'::'.:'.'a.e„� .`
<br />i5f,o
<br />MAH 2 t Q
<br />mopped one fide Ihrough
<br />`(4
<br />-
<br />0
<br />CAIIF.CERi.NO. C-
<br />every e,pmlaxl lane.
<br />1'0'E5
<br />p
<br />LOCK
<br />I I Blocrt
<br />�n
<br />F li 0 NTA G E R 0 A D L 0 0 K I N G N 0 R 7' li
<br />•!,.v !h! bo!=o';, of 4.
<br />•:.',
<br />/ • ;DWG tow
<br />I
<br />PROJECT NO. DATE
<br />CURB 8t GUTTER
<br />O'DC .:111 re7/p.:G !I�,x,Y r: J'Or Jn�,'C �3,"C r[r=6•%!e in ;e:J of S."i crnj•
<br />b�ftom of li-erte.'. !a /it p,F,b r,_.. .', :'J:.J,IJe Jh�::d,n e,.rrc'_ '.
<br />v
<br />-
<br />?. It/hen !rench Jnd exc:,'Jtion is in cvi!in� pJved s' cc,As, re: rr-
<br />I
<br />DRAWN BY �;•bT CHECKED BY
<br />savemcn' 6"on each si:e of trench.
<br />f'� + 'TM's
<br />NO SERK�T GONKGTION
<br />r.
<br />3. TrcnC'ar,,7 in ei•'emLrr �J JnI Ot/r _'P 1re.:5 nut in r.• -ed' Ci 1:/ rev: I' r .
<br />"'
<br />'J
<br />/. CaV5*1,� ��rI510n LOlr1�5 B 2a2 M,9r e7r)doef i'-411-r)s, e5froun
<br />y
<br />/1117/
<br />bJt.e� wi.` 1 nJd,✓e mJ!er,Jl to J r~ ::i✓e :^•n:.pttion °:.:
<br />7Qaifrom is '/r "' V'.'f. Cl.'C•
<br />`
<br />D0.5. CJiAninc O GATE
<br />FIANGC FLANGE. `RI
<br />`
<br />KJELD SEN- SINNO CK
<br />_1 /
<br />p�l�°s, hydia7nFs IsT/7d athrF fixtr� ob rets a>< 61e%Wat/k•
<br />J
<br />:. 9vJ m7j ,a.. w,ien J::r Y'r
<br />F.ngrneer.
<br />'2_J
<br />ADA►iCt/REDUCLR vALV[. A .' PITC
<br />AS RCOlJRCO f' MI 52E -I I' !O
<br />rut AID h10tf•Rls«e SICK• •
<br />Q
<br />!rct• Il j:: foal, it � iJ
<br />V
<br />&ASSOCIATES, INC.
<br />vlaidtbl .
<br />oo::o
<br />6.• Crackld, ru//s0 rave//ed, DrdNe, or o/Aer poor parmp mor of neva cu/.
<br />flood
<br />1�
<br />`'
<br />I L
<br />L
<br />/�'/naX. /n><nvert�. �.,1,Gri, �. rj
<br />7. - TAP above pipe .adding de/oil opplicoble to 3/06/0 JOT/ corld,1104i only.
<br />C I V
<br />E N G I N E E R S
<br />FRONTAGE ROAD SECTION
<br />1
<br />CONCRETE CURB &GUTTER
<br />2
<br />WATER LINE TRENCH - CO.S. l�/G�
<br />3
<br />BLOW OFF
<br />1113 W. FREMONT STREET
<br />STOCKTON. CAUFORNIA
<br />THRUST BLOCA ARCA IS BASED ON Tr! SIZE O•
<br />0' MN. CLEARANCE
<br />(, 209 ) 946 - 0268
<br />THE BRAFKM La4C.
<br />•
<br />MYORA14T '
<br />10 BACK Of SIO[WALM1
<br />r - Coe; �ro� �_�C
<br />DEPRESSED LETTER 'w' Off DAGrt •
<br />S.0 NC'! '•., _
<br />or SIDEWALK TO IDENTIFY L -
<br />- • . '
<br />4' OVILET FADING STREET.
<br />SERVICE LOCATION. W SCC NOTE NO.
<br />O 141EDSFN-SFd10G2C •S ASSOC. INC.
<br />r A
<br />! I !
<br />•:': :�t: •0• , 1 �, 1 r' •p• r ,r
<br />'j
<br />IN STREET AREA
<br />I
<br />ANGLE METER STOP'JAMES JONES' J-4205 i'- 17• • •;. I
<br />NO.
<br />REVISIONS/AUTHORIZAH
<br />DATE
<br />BY
<br />1•. r
<br />'
<br />IG' PIN 2 I/2' 10
<br />20' MAC. 4• CLEAN.. ORCAKAWAT CONNECTION
<br />I_I/7' AC. emcee al lime
<br />of .beet eonttruellon
<br />I (:
<br />OR APPROVED COUAI. c
<br />+ < , �,
<br />e • • , '
<br />1� OR BREAKAWAY SPOOL, CITY Of 5TKN.
<br />n 1/4. Gro
<br />• . "
<br />I ,. r
<br />• .
<br />.A. • .A. 's
<br />STANDARD -qVALVE
<br />BOA DWG. =99
<br />n I
<br />11 1/0.�r-nitntC Graet
<br />e . . .
<br />I HIM i rr, ✓
<br />+• TnICr ,' . '.
<br />r I I
<br />A\\ L
<br />" .,
<br />+' MIN, `
<br />TYPICAL THRUST CLOCK TTPIGAA THRUST BLOCK TYP'GAl r`7RL, 5° _
<br />CONCRETE.
<br />nTDRArIf 'I'
<br />A' CLEAR ICC
<br />. e .
<br />�l I
<br />'
<br />•'••
<br />! 50' MN. 1 1 LSE. ,O •.:
<br />24. M. 1
<br />CAST IRON BEND TCG OUTLET DEAD "+:
<br />'"'� I,,,
<br />•G' DIA. PVL PVC (AWWA
<br />- ,<'
<br />�% . \
<br />METER b!
<br />CITY
<br />0-900 WITH CP EOUVA- �!
<br />-
<br />o\,'\�//r
<br />•I �• PIASTIG PPC
<br />L
<br />THRUST BLOCK LENT O.D.)
<br />As, MAX: .. THRUSTBLOCK AREA R LRP,
<br />%RCA B 50. FT, r
<br />/OUR AGAINST
<br />®
<br />Clt
<br />(TTI, FOR All 4tOw ACkc Sot ec A•trG _
<br />.NrAcs) FITTINGS
<br />1000 B PER 50 '-
<br />N
<br />0
<br />\
<br />Z
<br />UNDISTURBED
<br />LARrn. n[LHANICAL JOINt'
<br />� 3
<br />\
<br />Valve Bos Shown ie 1 IL 10 7/e't
<br />"CHRISTY Ho. G 5'
<br />j�• \�
<br />�
<br />=
<br />CORPORATION STOP `
<br />'JAMES JOIKS' J-1937 OR COUaI.
<br />H4
<br />�'
<br />AMECHANGGi JAOMr
<br />E,lensions
<br />G\
<br />; SC?'5
<br />ZWATCR
<br />•'
<br />B7 .,v2Jv � `':S
<br />CONCRETE OLCGN SCC
<br />,
<br />'T.
<br />Q`
<br />tele;\w /i
<br />SCRnGC CLAMP. 'JAMES JONES' J-979 FOR
<br />'JAMES
<br />C.0 S.
<br />AA. PPC OR JONES'J-99G FOR
<br />- 2 -�
<br />TEE L Vi
<br />N
<br />- STANDARD D,'Ir
<br />SECTION =too FOR SIZE
<br />or THRUST
<br />Q
<br />�-
<br />MAIN P.V.G. PPE.
<br />t-0rx -� - 2 _
<br />�)
<br />OLOCK.
<br />,�
<br />1(^j
<br />TYPICAL SECTION TNRU LMI
<br />Rrw 4• Rrw os /-Rrvr
<br />HYDRANT
<br />�
<br />THIS STANDARD FOR CITY
<br />_ TMRUS BLOCK 112" - -0'
<br />45 - -
<br />1 _
<br />SIDEWALK 7- _ GANG.
<br />+ B SIOCIVAIK
<br />c
<br />WATER SERVICE AREAS ONLY
<br />IIOTC' E
<br />3.S' PAD
<br />f It rTD-RANI _"I �' F'_
<br />IYF4'-
<br />2'
<br />�1
<br />140TES
<br />NOTES, 5' -
<br />1. PLASTIC SERVILE PIPE To BE CONTINUOUS (NO JOINTS) BE'V'••r
<br />t�
<br />O
<br />+"T'! (DE'x'yL •''Tat
<br />,171E �' ,?t (i 4t
<br />ALL THRUST BLOCKS SMALL - - 01
<br />L WA K Pe0
<br />1. Valve Box and lid sholl oe CHRISTY No. G5, BROOKS No. I -PT
<br />AND SIO CLL.
<br />ifDEAD
<br />F
<br />DE ►OURCD AGAHS1
<br />to alfa$ eE0 5a. NJ
<br />nYDtxr'
<br />or equal
<br />0
<br />2. METERS SMALL BE fURNSHED AND INSTALLED BY CtT( Or S'GC- C •
<br />3. ALLOW 13' FRf. CLEARANCE FOR 1 Irl' METER AND Heli 12' BUR'
<br />-.
<br />22 112*- 01 2
<br />O.0'� _
<br />CURD IAC[ CURD fAGC 2 CURB rAC!
<br />2. All Lids shall have machined sealing surlacet.
<br />4. ALLOW 17' MRS. CLEARANCE FOR 2' METER AND MAX 12' BUR.
<br />,1
<br />V
<br />C -
<br />4 -
<br />_ 4 - �
<br />3
<br />COMMERCIAL MONOLITHIC PLANTER STRIP
<br />3. Extensions sholl be as manufoclured for the Valve Box Su pphe0 or :• -
<br />Pipe of correct size can be used. See Note 5.
<br />5. SERVICE CLAMPS SMALL BE 'JAMES JONES' J-979 WITH DOUBLE 'L:•'TEE
<br />\
<br />OUTLET 1.-_
<br />END r -u- _
<br />HYDRANT LOCATION
<br />V
<br />t�
<br />n. For Blowoff installation, refer to drawing No. 98.
<br />2" lugs (min. Of 3) welded to o Vic'
<br />SILICON ORONZC STRAP AND BROIt2C NUTS rOR A.G. PPE.DEAD
<br />G. FITTINGS SMALL BE AS SMOVM,
<br />-Al!
<br />p
<br />0
<br />Y`
<br />R
<br />5. Steel Sleeve Extensions with steel
<br />I!
<br />7. SERVICE LINES FROM All METERS TO PROPERTY LINES Sf IALL
<br />••�
<br />IN
<br />MTDRANTS HYDRANT '7' TO AG PPC FOR GATE velv[S
<br />C
<br />C
<br />sleeve and embedded in Concrete may be used as On Ofternote. _sec
<br />in streets, the lop 9" sholl be as shown above.
<br />7c;
<br />\
<br />�
<br />of O' Or COYCR FROH tOP or SCOVALK Ct GRCU: L%!
<br />6. METER 001 MAY 0! PLACE: ADJACCnT TO •t?•!t" Jt E.e"E" -
<br />w 'L ;I "' ' '
<br />A.11 ` `.'
<br />'y, )j�
<br />•112"-w
<br />�`
<br />AreACAn •AA,K NOoq lieu NEW DCVCLOPCMCHT
<br />.
<br />6. Concrete collor not required when valve box is located in concrete
<br />INtn PRIOt APPROVAL Of THE CITY EK.`dER.
<br />C
<br />It r., r �(j :y �l .'.i q.:u
<br />u
<br />4 4 - L'-^'
<br />_
<br />9 L
<br />Q
<br />ROWT (.,.RnAn e4u CLOW 1954.[$ aver.
<br />MUM s09utaC ON "data callnac Mn wart. ITS" M."t' R!u.t,n sur.
<br />4K LIR IT AIG RR IT nNet. AMIT'im O•M,K'. p
<br />k
<br />p
<br />sidewalk area.
<br />_ `
<br />9. USE BROOKS NO. GG -S. OR CHRISTY 5-34 BOXES LOGA'E_
<br />IRAs TIC ARCA! 10 MAv[ TRAFFIC COVERS, SC[ SICC. n0 °GJ
<br />,(VYt
<br />T T - I L -
<br />40Or•'S�VA. MUMACtN OPITUTMG Yo'�W CALFOo.A .ATC IRI%( co, fOKOT AtMlat.
<br />ruts, "n,,c• r AMT, SM U K MAK&oe. UK LR fT 44 M( or IIIMt. t
<br />lL�i
<br />O
<br />DEAD- - I _
<br />m(wNnf YUA4 be lOtulD AI IA QrfwerOe edn Kr Rt YTGmt WAIL. frflM
<br />T Do Or cul t(Mt Y TRY mom vortVAr4 ALGAAAK cOH(Gwar To t1'[ IN �
<br />10
<br />m At VICwn a FLARL owl MRLL ' ..snook b, "I
<br />THRUST BLOCK DETAILS
<br />FIRE HYDRANT
<br />6
<br />WATER VALVE BOX
<br />WATER METER
<br />SAN JOAQU LN COUNTY DEPARTTDFl+i OF PUBLIC (CORKS
<br />SPECIAL CONSTRUCTION REQUIREMENTS
<br />RJY[lu
<br />B
<br />(To Be Used Only Where Required Separation Cannot Be Obtained)
<br />SLT-bI1W nW Itjwr
<br />`° h..ans. a'"°,
<br />SAN JOAQUIN COUNTY ENVIRONMENTAL HEALTH DIVISON
<br />B
<br />CASE 2- NEW WATER LINE BEING INSTALLED
<br />•Itr I
<br />�_t/ r -_ T
<br />J -T
<br />1. FLANGED TEE 6
<br />1.
<br />2, GATE VALVE FLG. x FLG. -
<br />3. GATE VALVE Box w/ EXTENSION
<br />iI-------- jI-I --- -
<br />•
<br />4. SPOOL PIECE FLG. x PLAIN END (2 EA) 4
<br />5. FLEXIBLE COUPLING 5
<br />SAN JOAQU IN COUNTY FIRE WARDEN
<br />'B"
<br />6. DETECTOR CHECK w/ METER ASSEMBLY -
<br />reeve
<br />/latae/ nae/ /PrM/tirPdl
<br />zone P' teed %�•
<br />/Jot aro/ P/ptJ
<br />BaI1M with IralHgh •1}101 to p `�
<br />'
<br />, +
<br />.,
<br />7. DETECTOR VAULT W/ RISERS
<br />4CIS[Y
<br />r
<br />(�1p�-1' \ �%,'•`,;ll��`'��
<br />MIW Than IM existing �_
<br />a.Nw,12 h••w••un.AT
<br />B. METER BOX k RISERS W/ READING LID
<br />OF SIOCRTON
<br />ANkl t G9ao
<br />poveMfnt
<br />l
<br />\ AI...t li.o c
<br />9. CHECK VALVE
<br />ENGINEER - CITY
<br />AMV•V
<br />j
<br />M OWIi1T aM IlwctM$I.
<br />1
<br />2
<br />/
<br />EAie1 °'e Po.finena �
<br />R _�! __I -
<br />\
<br />/O
<br />V.C4.,,-
<br />/�// / �j
<br />6 J• 6'
<br />O 6 Carrlpocl ti12'moa'am, - ••
<br />fb.qa.
<br />L. •,e.. a.e.•,e..r..N.
<br />w
<br />3
<br />T^
<br />LOCAL FIRE DISTRICT
<br />rx/tr /
<br />n 6•Mn� 10 0 min, rdahve compaction
<br />(TT#) of 9SY. unefr pavement orae
<br />wr•N.A •. In•4e
<br />Dw41•. fu .wl•u. t+
<br />1r 0d... I
<br />-' COS MAIN
<br />`.
<br />0
<br />\
<br />A
<br />J..n
<br />tflo,rldarf, 011e 90% -LLJ
<br />prat
<br />((�
<br />-D1
<br />Waldo sM,"Wif
<br />a
<br />a _ _
<br />u Compocln 24'Maa. larva
<br />PLAN VIEW
<br />ran. 7' Ien1 il•
<br />(Jp•<rer rs1•uer
<br />� to 0 Minimum
<br />_
<br />O eY o
<br />retail" eompoc::Ve,
<br />TYPE IIAr. 2
<br />-
<br />'�^
<br />V1
<br />1
<br />Pe,Mtnrp, Pomier.ml
<br />�
<br />el .
<br />. °83%
<br />a
<br />END
<br />_
<br />t
<br />l..
<br />°'
<br />_
<br />° 0 Compact n 6' s
<br />10 0 M,hmurn
<br />10 0 D. 10 b' O. D. t0"
<br />eea. wl, Da•Su•
<br />c••,1 •. M.rkN•. elf.-CMiI
<br />N.r cut•
<br />TOP OF GRADE
<br />Oq -•t 1
<br />�'/• / ,.
<br />` R:- . •li
<br />r�
<br />jT4^]1
<br />rfbrir• Conlpocbon Mm Me.
<br />0 0 • 20 Mn of 90%. 0. D,# 20' Mn.
<br />__ _
<br />}
<br />PARALLEL CONSTRUCTION
<br />11)
<br />- - - - - _
<br />s4a-e•ar n.e
<br />I
<br />IB Max.
<br />MIR
<br />r
<br />tent b' prenrD,rteT
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />Gt. MIR. AIR
<br />5 t m I/I
<br />/Ne Jeinn M wirer Ne,n/ tae/
<br />-��
<br />`
<br />-
<br />I I
<br />g 6 I
<br />V
<br />_
<br />e ' sf.fr a
<br />v
<br />CENTER REFLECTOR
<br />i
<br />Q
<br />pips 1•
<br />NOTES '
<br />FOR °An
<br />- -
<br />L Retail" Canouchoe of Molweals $hall be faired by Ina S1ola of CONIHh•,
<br />r
<br />TYPE BARRICADE
<br />'
<br />'E''
<br />[�
<br />Dep. of T,oniporlatlon list" Monvol, tell method No ColilwhM 216 a 251.
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<br />DIRECTION lX FLOW
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<br />(Spatial Plpt/ O
<br />/No Jews M we" No/n/
<br />2. AN euelin e pOrfmMl 4/aR M neatly tut to hM pia le INnch IACovalbn.
<br />3. Jetlrrlt or pon0e,t wie w pfrM.life rwhn The slnfl Ridl1 of Way .i1h ! year WnG M
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<br />510E VIEW
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<br />4. v When town IH toe carlpdution ane cowpOtliDwil r, nin<tr percent (90%)
<br />cowitclan war M used. wheal opp shred by the Direelor d Public Wats.
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<br />l I. too .•a• c• I,,W A/W
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<br />Lehr,M.rM r::Nf,.W� b:.
<br />D E T A I L S
<br />PERPENDICULAR CONSTRUCTION
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<br />En...r.1. m,roe,.a ~�` TYPE "Box
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<br />WATER LINE & SEWER PIPE
<br />9
<br />TYPICAL TRENCH BACKFILL
<br />1BARRICADES FOR TERMINATING
<br />11
<br />DETECTOR CHECK METER
<br />2
<br />SHEET 4 OF r
<br />SEPARATIONS
<br />S.J.C. R/W
<br />STREETS
<br />r�- "7
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