|
F.7VCMCn> SCOlor7 J.S specified in Jr! 4EnCr0.7Chmen IA
<br />Pei1"if'1rh ell I.Ae precedence over Ae 0.?ve~,7f Section
<br />_-as Jhowrt .
<br />-NewP5ve1rren1 to be Wlhigher fhrn D/arnondSpwcuihna or oeher
<br />.�djxtnl f'.7vcrtttnl. l(p !y togSerl '1 / opprorvd dev,ec. pep.1uc +b i
<br />_ coat of S5-/Asohfll �mvlsron. 11clean sfrrighf edae.(TaP)
<br />• Jae ;Vare , f.
<br />� ~.•�'%. � 'try y\J%. .:�":rr+.)i .+6.'')''«Vrt, rn'�d -• � '-5ubgr.xc': .AST •ON t.Q {1T'P.)
<br />• ,v ri . •, .� r w',
<br />P.wcmcn! Section rh�I/ 64 `9 Ru'�iiva corrtpic.+ion of 95;:
<br />EdgP A7f �merrf' -
<br />G 0.5. STANDARD vtt'rC
<br />j be ��uiVa/crt! ,'o errslin� f r COX p{rat (5CC pwG. HO)
<br />SiQ� /�{ prvement bur r�n no C SC +9 COntaJci in l2em.ax.? '�rS rOR SIRCCT AREA iNSTAL14TION.
<br />Sol � lest than 6"ofA8.Ind,T"AG to J min. re'd!rve Clam Jt:'ror IFI Tr1F STRECT ARCH
<br />N of 903 .
<br />! GCD Al
<br />A L rCANA rE TIME of STREET
<br />r 1 r YY s WC?4-r Lam Deep t»� A.C. see,;on of �(�STR�T,� f"S,ED G�.Dr LIONAKIS-BEAUMONT
<br />25 z5 1501 2',6• 7"rrtln. or Vz the thickness
<br />of do t hi ,n9 Jtru y"Colc DESIGN GROUP
<br />Cam rc f rot lz" lovers . a
<br />5 2 . d scclion wh,chc>'cr is grcalcr ' . P s _ 14-1.• 4' i' 1TP. �
<br />' mrnrnJ[,/rt rC/Jfi1•_ Coal .TC.+Dr.
<br />' buf no; less fhm the sxrllin� ' . of 65 �
<br />A.C. JCC6017.
<br />6.5' .5' 16, 16'1. J4' S' Bro9f11 Finish 1.
<br />3'AoM. 5u64-4se dope Broom F►nIe}1 ARCHITECTS & ENGINEERS
<br />••�� �••-•- Compact rn G /lytr! to a mrnrmvm
<br />1ShfDli �'cKfl •.:• T '~-Lt,rtl lint •h, • rt/Jl,re COmpJel!O,r Of 9SSi. f ►
<br />�.:•: .� N Depressed Idler i ' • a ►
<br />Z r Malaria/ to he imror, ed 1Jrt,>' • . • q
<br />21 $1 va r . o :: "W• or • S' In N 401 WAiT AVENUE. SACRMAENTO, CA 95d61
<br />r - �_�_� r • s• . •.A'. !'.': ''.'. r0 curb }0 Idtnlifr * Or:n al;fr o ://1c g�n -jel _. T-T '_' • ' • • ' ► •
<br />r ' s ' 0,r.rltrrJ/ frcr of:Il kw+f :, rc' 11`�
<br />a 12 �` g `� �-'�- t;41b) 48613t]3
<br />�� •' V. :r• ,: g - gradrn31cr0oa3psisrrn.ao/`�r.r-.tt • • ► ► • • e
<br />4trrict io{alions D r "; • "
<br />t!'
<br />L
<br />••' 'r ...• �• .• r,"'e'' .!'. h : -t S'� -2U:i,cass:n,.V7.20D; . r• tnRCAD!D
<br />'74evi2 fir GLTrb :. � Mrrtirrrurrf j'JrtriEg,r,vJ:enr •.eo.
<br />7.7
<br />spIta1t Co n c r e [ w/ F'rlmr crAafi. '_: '~Shop! b0llOm o/ /reach /o Ill plot •cs rEN51on I' su+, eo A!Aand C>ul�er" plGll I ggTCsAtC Ua SC -� j' �.. DartlS *S af-5/e01q. X 24� .. • i r - DO/rf! B P/P! /OrnJt MATCR rYG ARCHIiEGi• �tl...'••:....��::::!il`MANspaced t2 o.c. reoetd and ' ''.'.. �.; CAIIF.CERLNO. C-
<br />,0Aggeagate S1J�Uasf: o trRVST 0
<br />wropptd one 04e lhfavelrt • "
<br />Q l
<br />every efpansion }Dint. ;V 0 E,5 eL OCK+ i ' IVWC 100) `�
<br />F It O N T A G E R 0 A D L 0 0 K I N G N 0 R T Ii 1. Ca ,' jc::, r i s ,;- : c e�� a' :l: ry ..h: o =v':� o : PROJECT NO. DAiE
<br />.• .c,; taco or �a�r'C� r.'C •r'rb6.; to in J Of S o = rrl.r k,
<br />,CURB 5 -GUTTER_ 'b�fto,r'Ofr,•4r,r to :tPiF:t:-; t- : v LY Z, h1hern .'ranch and dxt:+-7tion ;s ;n e.ri_ inJ,,�v,:c'S--ec,'s, re.::J-^ DRAWN 8Y CHECKED BY
<br />�avrnlcn� (,"Or aa.h •ciae of trench.
<br />� � ` No scRYr� ca+�tcT+oN �
<br />r, ,',rr,:r?C Tr;rr y /rI !..7_-'CrnCrr , S JrJ 1' Olif _'r' .;rC.:3r,rT7.: GA!
<br />/. (.CJ1157�( 5/a I.O1r1715 Q m l'aek I,IC-) W1.;r n:'rva nfr'�rra/rtn .t r^t'.;'ive :^.r�ryac'ion or .�S ••
<br />17� ��l Ax gl1daf r�rirns q� /,ant _. . E G.O.S. yiAHDrRD GATE KJELDSEN---SINNOCK
<br />�, 1 _,•,:;=,o't frcrt e9v:m7y'e• ,:,,.)w'C wrr7erJ� r„v fy Ci`� ADAPiCt/RCDtJG[R VALVE. rLAHGC t PIAHGE. 4 7f fr[
<br />OL
<br />)Wl hydfam� MI'd tathrr bx� pbJ�efs a� s/d�wa�/ F.rlgrnecr. A5 RCotAItCD 4' Pff Sr2E -I !' S
<br />1ft!'.;.rt fr:•.,-JrT�'.7r,i 1r41•�rJ J r:J�; b:.t r,. �rf g NETT AND IeON.R1511G SICK-
<br />- ASSOCIATES, INC
<br />�• r1a0: Yr1_,5e 1w�q�cLnlrr� p/a>,� laln& _14w# t�2S �ir�i.� 6.- Crac*od, rulted, ravelled, brill/!, or olhtr 000, povrnp mar Df erne cul. ,f� ►� �/ r
<br />/?rmGTX, /n7�rrvwle, ��j,it- �. 5 7. - rho obove Pip0 bedding dffoil opplicob/f 10 J/oblt Joi/ e01d11i0AJ only. ~ C I V 1 L
<br />E N G I N E E R S
<br />FRONTAGE ROAD SECTION CONCRETE GUTTER(2)WATER LINE TRENCH -CD.S. �/A/ BLOW OFF rA
<br />CURB & GU 3
<br />1 113 W. FREMONT STREET
<br />STOCKTON. CAUFORNW
<br />( THRVST t1LOG1 AREA IS OASCD ON Tr.: SOLE Qr 3• HIM. CLEARANCE 209 ) 946 - 0268
<br />QEPRCSSfO LETTER 'W' Ore DAGK r r -,� ■ _
<br />Tr+C DRAHGrt t.f4C. L
<br />r-- CofL 'tom L�c Or SIDEWALK id R 'W*rr _L_
<br />10 BACK Of SID[wAln or SI [ LOGAT►0N.2'w SCE NOTE No
<br />'a C K.��SfN-SIt'1l1QCK 4Tr ASSOC- INC.
<br />, r • , GtfG SIRCCT. � ,
<br />�} IN STREET AREA
<br />Im
<br />T + I-1/2 A C pinced al lime ANGLE MCTER STOP'JAMCS JOif[S' J-4205 NO. REVISIONS/AUTHO!?IZMONS DiVE By+ td Peet 4•ICLLAR�tICGTeOOR APPROVED [QWI. 20' MAx. of Tercel Conslrutlion
<br />5POL�L. tITT Of ST1tNSTANQGRp VAE'.'Cfinished C►eeeT
<br />BOSS DWG. -qq f'A+ t' TMiGr. r ti 1 L
<br />LONGRCTC. A�- , t ' I 3O' hfN. a MIN.r
<br />TYPICAL THRUST BLOCK TYPSCA, TtiRUSf DLOGK TYPGa T�2t �' nTDRAnr r /' _ • METER i•X
<br />�' CLEARANCE
<br />CAST IRON BEND TEL OUTLET DEbp r.r_ - •' �� t � '� �` fI
<br />14
<br />G' VIA. PVC, PIPE (AWWA _L
<br />C-`TOO VATh Cr EGLAVL- _-� ir�%/\` !/r��%/.\\\��i• �. PtASTIC PIPE Q
<br />THRUST CLOCK LEY. O.D.) � A
<br />. /I
<br />4!1' HAX:
<br />(1 TP, fOR ALL
<br />ANGL C 5)
<br />qn
<br />TYPICAL S�QTION 7HRU
<br />THRU5 sLOGA
<br />IIOTC,
<br />ALL THRUST DLO"S SPIAL.L
<br />of POURED ACANST
<br />LP+CISTTJRECD SOT..
<br />Q LA4045TLPROED Valve Boy shown is --
<br />POUR AGAINST ri0 GC""
<br />S Lo )/e't ELL
<br />4 LARTi . !' 19EGHANIGAL JOINT Q "CHRiSTY No. C 5' CORPORATION STOP �t:'rc �4•.r s
<br />• 1. \ 'JAMCS J S' J-1g37 OR EOU=I-
<br />GATE V/.LVC. iLANCE+< E> lCnfionf G ' 9 � «IFtiS[a y
<br />' rJT MECHANICAL JOtrT,j�, \\ SCRr+GE CLAMP. 'JAMCS JONCS' J-q7q roR
<br />cONGREIC 6lGGK SC[ G,CS.� '� 1 I-{�,\ �_ A.G. PIPC OR 'JAMES JOHES'J-4gro FOR
<br />STANDARD C'Nr,
<br />r100 FOR Sli,r
<br />SECTION � WATER MAINP.V.L. PrE.
<br />OF THRUST
<br />BLOCK.
<br />R/W HYDRANT -•---\I I "L 4 ,-/'- Rrw-ros Tf-fIS STANDARD FOR CITY
<br />-+--CO WATER SERVICE AREAS ONLY
<br />SIDEWALK �- _ CONC. .�
<br />-1� , S' 3. 5' MAD �^ Si0[1YalK
<br />r1rDRANT �_ 5 �• NOTES= e
<br />t0' idOTE5
<br />r 2' 1.S' r r t^ 1. PLASTIC SERVICE PIP£ TO OC GOMTl1UOUS CNO JOTS) 6E Y rr., •.ti .;
<br />G O7LGR. V 1 ) 0
<br />wA R L P-D 1 Volve Box and Lid shoe oe CHRISTY No. G5, 9ROOKS No +-'T AND 40° ELL.
<br />kill-� _ HT�'� or equal 0 2. METERS SHALL DC FURNISHED AND INS rALLEO CT GtT ( Or S. CG' "G'• }
<br />GVRD FACE GUrzd rAGC 0.5�_ 2 GURa rr.G: 2. All Lids shall have machined seating surfaces. 3. ALLOW 13' ire. CLEARANCE fOR 1 1/2' MCTER AND MAX, 12 SUR- t� COMMERCIAL IH y 3. Extensions shall be as manufactured for the Valve Box Supl)lieC or `� 4. ALLOW 17' rtN. GLU►RANCC fOR 2' MCTER ANO MAX 12' CURT v
<br />Ot OLITHIC PLANTER STRIP Pipe of correck size con be used. See Note 5. l��] 5. SERVICE CLAMPS SMALL DC 'JAMCS JONES' J-q1g VATM DOU9l[ rLL'
<br />l� \j SR IC ON bRONLC STRAP AMD DROre;E NUTS rOR A.C. PIPE.
<br />V HYDRANT LOCATION 4. For Blowoff instollotion, refer to drawing No. •9$. G. FITTnGS SMALL BE AS SHOWN,
<br />0 5. Steel Sleeve: Extensions with 2" steel lugs (min; of 3) welded to a S'.s^' _
<br />7. SERVICE lNCS FROM ALL METERS TO PROP[RiT LN[S SrrAIL w`+_r � �•.
<br />sleeve and embedded in concrete may be used as on alternote. If -ssC R or 6, Or CovCR from tot, or S•rCvvALK CR GIPCIN L%! L
<br />HTORANTS HI"DRANT 'T' 10 AG PIPE FOR GATE vatvCS in streets, the top 9" shall be as shown above. C 4. r'TI1CR 00i MAY s; PLACE: aD.JACCS: TO 'c_•.t'' :t
<br />Aflr=M DAWW, MOM 9-4t& NEW VCVCLOP(MCNT �_- � G. Concrete collar not required when valve box is located In concrete � +,tin PCIp.t APPRL)VAL Or tME CJTY ;�;.7rC:t. gar:
<br />eDrtar o.,ae, M KAu CAOW rtxrm .tact•. 11. g. USC DROOFS efO. GG-S. OR GMRrSTr p-3G 5011S LOCS'_:
<br />nxuat LCKTLfeOr pt•t+vonuf CI?r1LAt]tr. CM *Ar" ./toll. rLCllJe a:!4Grrf soar. sidewalk area. 1RAriIG AREAS t0 HAVE TRArrIG GOVCRS. SCE SPCC NO oGa
<br />1-1 Vt' Afo 1.4• PST C91WSr CFO C0.11ru- Irr6 flit IT 04 M IT nAPIC1. WIMAM vkkfe"•
<br />CkeerrA'sc, 1 ve MoYA(4N orcurw. APO CAP C"CeMA rAT" scim to.. xt:N[/T ttsA.Cr•t.
<br />mnsr car rwas, 1• ANY. VUTA K FUK"D. pe6 TtR 9
<br />1 07" MC tT ftAM 1. �M A
<br />"IMAMS IFU" ac 1,aCAIC1 At PA DTCHWM CorrTACT ecfncrwr Waite srfr[rr
<br />Al
<br />aAso f t0 (ie Y Pq AortrowvcwArs uGwelaee correeTlal to PI'E at 1�
<br />1` a n+u wr ttn.� - s rroa a, P�A+<f 1\
<br />THRUST BLOCK DETAILS FIRE HYDRANT WATER VALVE BOX WATER METER $
<br />sAN JonqulN COUNTY DErARTHUT of ruaLLc tirotucs
<br />SPECIAL CONSTRUCTION REQUIREMENTS 9
<br />R•rt.ctw stir-Gtte,. nU IA4++r
<br />(To Be Used Only Where Required Separation Cannot Be Obtained) Gd•+1e41rR sue ee'.re
<br />sell+ JOAQULN COUNTY ENVIRONMEKTAL HEALTH DIVISON
<br />CASE 2- NEW WATER LiNE BEING INSTALLED �_1_ - r=� -_ _T 1. FLANGED TEE
<br />-- 1 2. GATE VALVE FLG. x FLG.
<br />3. GATE VALVE BOX w/ EXTENSION 4
<br />4, SPOOL PIECE FLG, x PLAIN END (2 EA) S SAN JOAQUIN COUNTY FLRE WARDEN
<br />- - ---;- ; L 5. FLEXIBLE COUPLING
<br />zone8 Zone P' n
<br />zone B - '�
<br />6. DETECTOR CHECK W/ METER ASSEMBLY ^
<br />7. DETECTOR VAULT W/ RISES / J
<br />/SP•cle/ P+re1 f3'rl�s/Ailr_dl tSore/el A'vel BocsiM with wtalNeah •Quo/ to or `� N -- R
<br />C7X 14 beller than the aettllrra pllramanl '�_ A•rI«tr. Grr...r.•,r".e>
<br />/ l goio in tivolily end Ihicsnats pieced ,Y• o •C 9CH _ . CHECK VALVE
<br />'RiSER5 W/ READING LID � 2
<br />PVC - � OCITY ENGINEER CITY Of STOCICTON
<br />AJ414
<br />EAistinq Pa.Mien/
<br />/0, ♦ 4 "kci pea• 6', t' 1•n.. 1
<br />' • • • 0M.0 r F• "Irmo+ ) .rr•rtw.l e..".
<br />I. ,w,A Red.r•d,tr4■r44 3 1'I+f LOCAL FIRE DISTRICT
<br />Camped In Wmaa larma - - -- trr.t•rA at I..ar•e O
<br />6 to a min, ralalwe compaction •+ Dwele. flr a..r.c.a 1i - COS MAIN
<br />£rose / (TyA1 of 95% vnd•r paaerrvnl lend - f.r.r a1e44 I `
<br />So -or_ _ teraAders, ord 901E - ,..
<br />Prp• ((� -_.._. � atrtsf4e slw+Aders- --- �•--•- _ - - - '
<br />o - Compaq in ?4" moot toyer. . -I Ty PLAN "E W
<br />Zone A' ZOne -A, > ' Ta a minirnum '" II n Q -P -�
<br />fSprels/ fxpeuer Or refo+Ire compoclton O a T Y P E A M V11
<br />Perrni.4rr» P.rnri, t.crrl � - O" of gg , o
<br />O
<br />R,rI•.trra Sqt-Calif. Mry. C (1
<br />Code 31
<br />Carnpoct N 6' layers c•ntrWA••!•.ric�e.. SIT. -Calf - ,`��•/'-r•S I'f
<br />r lo` 0 D to. to a miMm+Rr+ lo' o. O. 10"•r CNr TOP OF GRADE
<br />folatire Corr+paction ,Ili1 t� y
<br />C IAe+ SAY► Mtn Men, - -LJJ
<br />0 D • 20' Mtn at 90 %. 0. D. • 20' Ain.
<br />PARALLEL CONSTRUCTION N IS- MAX. sit" _c4tlf 04.1 SdTR C � jr r
<br />h RIGiD CONDUIT FLEXIBLE CONDUIT c•'•Tfe•K" 5't I/j a
<br />1'onf '�7- Pre"ibNfO�
<br />e'rw Jonui of Wafer Msrn1 1 a' 7 6 t t V
<br />s' 4' £,i„ s '� CENTER REFLECTOR Serra �]
<br />Pip♦ 4 T -
<br />' C tl p I
<br />T /rerlrer,rl L Relative compaction of imlNiats shall be failed by the S10441 of Collfornta, FOR TYPE A BARRICADE
<br />Dept. of Tronspwictron Teulnq Manual, tell method No Colillxnia 216 a OF 231. e FLOW
<br />' [n
<br />ten• 'C "
<br />(Soee,er pope/ � 2 AN existing paremanl shall be nearly cut to line prior la trench eAtaratie,)It. DIRECTION
<br />3 Jerlmq or pworrq rtt be perwolled wiftwi the slrnet Right of War with 3 rear bond iS 4 SIDE VIEW
<br />/Ho JornlP ,n Wolfe Noi"1 A, • when shorn by salt corlposition and cornpoctib.lily, ninety percent (90 % 1 1!!9113: - V
<br />Cart+paClian mat be used, wh" approved by the Direclor al public works. V L 8,w,.cse,. I■ 4. e4 •.eg ca lt,W R/x - V
<br />,VY t� tl of.: a t,i M�,.,Q I&W.tore• .4.� t l�[[�� DETAIL S
<br />cacti a ftl«W AMr.1 R■rr, N:-Cb.aEfflmdr,
<br />PERPENDICULAR CONSTRUCTION }� U1 TYPE "B"
<br />WATER LINE & SEWER PIPE g TYPICAL TRENCH BACKFILL 1 BARRICADES FOR TERMINATING 1 1 DETECTOR CHECK METER 2 eHEET 4sa
<br />of
<br />SEPARATIONS S.J.C•. R/W STREETS
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