|
M0N01.._1THIC BEVEL. TYPE NOTES 1 Alt rod' i= 3/4' un\mss otherwise notdd,
<br />CURB GUTTER iSc 510EWALK 2.3 -e/s" 96 x 24" Rods ormas2d ar dww4\ wrapped.
<br />Expc:r,s\or,, Jotnts spaced 200'Q•C,
<br />Trow(r_t fir \sn–i moX1rn+,zrrn and cit BC and Sc_ of aIi curves,
<br />7'-O„
<br />Level 3,Congtruct w2okened plan�,otr\ts 20'0.C.
<br />4-'O Mtntrnum (Siciewoi, \72 2'-O" Lina. Oq_e> De.tat\ ttnt5 5haat�,
<br />_$room stn. sh11 ' v 4. Stda.walls5 sha \\ be 5cora:d transV¢.rs el
<br />A+ r¢turn5 -vi "1 N d¢.veY
<br />r .4
<br />4' pile 1'
<br />• >' .. a e e - — � � ,aY 5."S" and"W" }o b� Storrp2d on back oi= 5\d�-
<br />10%/2"R, I m t P wolk over S�wGr la}mrc�\ orwa.te-r s.2rvtc¢..
<br />N
<br />° a i p - n ra•Gut+mr flow t+r\e- will b¢ vvok2r t�st�d•
<br />O to
<br />alit
<br />�O Dowe.t Rods Spo-c-md 1-90" 5 ree-v E\%
<br />3"sand cushron of+a.r fu\\ compact,on IZ"CC
<br />I/4" 6z O' water Motr1
<br />Fill with Pa-tro Instic
<br />Aspv- `Ii- \$50 m.p.
<br />I �' L2v21 Vtr�m
<br />All
<br />u
<br />d d
<br />Sti-d Q:t �Ur fo.Gm
<br />SldmW olbc i LUrb
<br />c�u.t+a.r
<br />5a Dated for doub\¢
<br />52rv.
<br />n
<br />sAabc2 marker
<br />to surf -tate.
<br />-�-curb Stop Mv.¢\Lax H\4285
<br />�3J4 gals. pipet- single 56-rv. 1"c}a\v�� -�
<br />Pipe - dOubl¢. smrv.
<br />EAltarnatm: t°polya+hyta-nmpipe- UVAMVJI
<br />E 3306 Cites tCco
<br />Covporo.}ton COCK
<br />Mtxmtler H tool_
<br />Singla.5trap Service
<br />Varta\ala, I
<br />WATER 5ERVICE
<br />A A -- If -
<br />�---Sma> Stra-2t Sic_}+ora for- d�i-ca�\s
<br />e
<br />fF,
<br />Cc) mpaC.t ink'2 1aya.rT.
<br />to a t-,-\irtirnum of Relc+tvve-
<br />compa=t or of 98/0
<br />Gompctct \r \2" \aye-rs
<br />too. mtnir�ium_oc R2iativm
<br />Got-npactton of 85%
<br />Gompo.c-+ to ro" loyo-rs
<br />to o, rr\+Yi iYYi. U. Yrs of` R¢\at\v2�
<br />Gom pgottor oP 85/0
<br />WEAKENED PLANE J01NT n � 4285 I la' k'lcl+ GeQ
<br />2- Curb Stops Mum\\mr No. 9O
<br />60
<br />F►— 12u 3"�-
<br />3"2- 90` 3/4u E II
<br />- .Sand Cush�clr'i
<br />L�ftQr fu\\ compoctton� ow¢\roUs SpaG¢.d 12"c/a 1"C�afv• p+p2�- 'gr¢alcof4�
<br />522 Notms� Valva- box Govmr
<br />1. Car 5tr dcF wizQkanad P1arly _ c?;n+S of 20'0:G. # I/ypoa+tsvn rod'd 1"X 3/4"X 3/4" G3at-V Te,2 WATER") - Ct risty C 275 }Dint
<br />Caulk +Joints with Pm+rolcasttc Asphokt 18S• VERTICAL CURB DETAIL_
<br />Mn ltlnq point- Gou\Ic.triq 5hatl b¢ dors=
<br />within k0days aftzr cor\rt¢.
<br />c¢is pc)ured. DOUBLE SERVICE S'aa wet Con coltlaar
<br />Va\ve box $ exfi¢rnston (Ghristy G-8 ?I• A.Id,
<br />2. Concr¢t2 s ha\1 bet Cured with Hunts proC25s DETAIL Traff,c box 4 extension or
<br />OA- a rate. of 1qa\t0n per 200squorefa_eA,
<br />support stag va- with Rwd• btocN<S
<br />Top of Pctvcrnv-nt Gro.c3a-
<br />Curved Corncra-ta-
<br />Block De.+ot\
<br />Cost Iron prance and cova_r
<br />PinKmrion No. A 103 or ¢qua\
<br />Precast remforemd conerat¢; gre>d� odyus4•ma-n i-'
<br />rinds 2", 3", 4" and (o" hig)r\.
<br />0 1,d°r Prmcosf reinforced Concrete Iona_,
<br />;4'-O"A A.li )amts rnortored and bondmd wt+h mortar on
<br />e both \ntertor and i D¢slgn Cr7ro Cl C'ss Iff as required to obtain proper
<br />tar l.ow¢st a ¢-levation 1 ie- i 3', and 4' Sec -'tions.
<br />G.
<br />(Optionok)
<br />Curved 4"
<br />Gant B1oc.I<5 -
<br />A
<br />`
<br />Glass 8 Concr¢tm
<br />TYPICAL STORM SEWER MANHOLE
<br />B � 1 7 l/2'
<br />24 "
<br />-7- i Frame 4 Grotm-
<br />Pivtkzr+on No.
<br />A A -420A or EgiAa\ _
<br />O 1 , A •< n
<br />It
<br />A
<br />Q.
<br />d
<br />\ / 21"d RG•R.CI.Ta
<br />I Mortar a �
<br />B.p • .y 1
<br />a � _
<br />O I A �\
<br />A • e
<br />SECTION B -B
<br />SECTION A -A
<br />STANDARD 5'TORM DRAiN INLET
<br />Grout frorne- to
<br />concr2tm pip¢
<br />7HRU5T BLOCK DIMEN510N
<br />FITTINGS
<br />"A°
<br />*5-
<br />6" LI NE
<br />_—
<br />'�3 or mqual
<br />Deptof
<br />c
<br />C.ar
<br />ba
<br />retie
<br />450
<br />Z=_O"
<br />0
<br />r_
<br />900
<br />3,O"
<br />2.A1\ e x\5t\nq POv2MeY\+ she\l bet
<br />TEE OUTLET
<br />3'-O"
<br />JOB NO. 7559
<br />DEAD EN
<br />3'-0"
<br />2'0"
<br />5" LINE
<br />3.t\\o 3mttinc) or ponding shark be penynit+ed
<br />K, .
<br />22'/2'
<br />2=0"
<br />2-'0"
<br />450
<br />31-0"
<br />2=6"
<br />90a
<br />4-0"
<br />3'-G"
<br />TEE OUTLET
<br />3'-G"
<br />3=0"
<br />DEAD END
<br />3'-6"
<br />3 0"
<br />10" LINE
<br />221/2.-
<br />3'-0"
<br />z -O"
<br />450
<br />4'-0"
<br />3-0"
<br />90"
<br />5'(b"
<br />4.O -
<br />TEE OUTLET
<br />4'-O"
<br />4'0"
<br />DEAD END
<br />4'-0"
<br />4'-O"
<br />12"LINE
<br />to ckoc-atton (T¢ds a EibOwsplon
<br />22t/z
<br />3'-O"
<br />31-0"
<br />45'
<br />4-G'
<br />4-0"
<br />900
<br />8=0"
<br />4'-0"
<br />TEE OUTLET
<br />5=(o"
<br />4'-0"
<br />DEAD END
<br />5-(0'
<br />4'_01
<br />Main Itne.
<br />NOTES
<br />Wet Barrel FH Bury Greenburg
<br />I• Relative Compact\on of n,%Ot .rte\D
<br />Thrus+- block \.6'X 1.5'>
<br />_—
<br />'�3 or mqual
<br />Deptof
<br />c
<br />C.ar
<br />ba
<br />retie
<br />min. bearinq area. y
<br />i
<br />0
<br />r_
<br />(b"AC Pipe.
<br />2.A1\ e x\5t\nq POv2MeY\+ she\l bet
<br />minimum head of 5f+. 5¢2e Specs for AirT¢st,
<br />neatly cut- to line, prior to trtinch
<br />JOB NO. 7559
<br />J <
<br />N
<br />OD_ t 24",max.
<br />3.t\\o 3mttinc) or ponding shark be penynit+ed
<br />K, .
<br />w}thtn +I-ta stra,et right of vvay
<br />e
<br />Ttfeo No 40 Adap+a-r
<br />Wote.r 1\ne-s shall be. starikkme-d as per AWWA
<br />4, When shown by soil cornP0gttton
<br />Tivc-o No'II Tme
<br />and compact i bi\try, Nin2fy p¢.r c¢.nt
<br />C90'/o) eorripaetion may bet usa-di
<br />f hinged gate
<br />vatve�FIRE HYDRANT $VALVE _
<br />Tt,rua+ block
<br />-DETAILS
<br />,5'x I'S min.
<br />N OTE
<br />62a r,nel ar2e1,
<br />plug
<br />Woter it rie klnru5t b\oc-Its o{ suft,c.rmri�
<br />N
<br />lV•�
<br />st2¢- shall ba. tn5+allted at GG�oncla.5
<br />j--
<br />Iv
<br />'
<br />to ckoc-atton (T¢ds a EibOwsplon
<br />Ttyf3ical si-ub —.
<br />Piuc� I�mr-7 rri �lr-inI
<br />v� v
<br />Place, stub ball -Flush
<br />one sec+ion
<br />sa.2� spa.GS
<br />ck14 Localism shown on th2plan5,
<br />N
<br />pipe min.
<br />52a thrust blocae datai\g.
<br />4wYE
<br />-AN
<br />Crape st4icm morK-
<br />er to surface �
<br />-PIiA9
<br />Vv r 1� \,,,f,.
<br />NOTES
<br />-rF-5T5 OF UNDERGROUND WORK
<br />I• Relative Compact\on of n,%Ot .rte\D
<br />Tv -%q- fokkowing te5t5 o1 -tot\ b¢ made- cit' +l-tm con-
<br />_—
<br />— \ _
<br />_
<br />Deptof
<br />Enq\n¢en
<br />C.ar
<br />ba
<br />retie
<br />�l6 F",
<br />0
<br />r_
<br />tton of a rat¢, of 250-Got./M,/Mt./Day wttV% o.
<br />2.A1\ e x\5t\nq POv2MeY\+ she\l bet
<br />minimum head of 5f+. 5¢2e Specs for AirT¢st,
<br />neatly cut- to line, prior to trtinch
<br />JOB NO. 7559
<br />J <
<br />N
<br />OD_ t 24",max.
<br />3.t\\o 3mttinc) or ponding shark be penynit+ed
<br />tor¢ -sure of 150P -St. -
<br />Vv r 1� \,,,f,.
<br />•e -fully plac_¢c1 I
<br />f_ko.
<br />ft\t to
<br />ilrr\LAM rmlattve
<br />tn
<br />-r,pac_\oof85%
<br />lmporfie.d ba:ddincj materia\
<br />Sca. Spc cs .
<br />TYPE T
<br />TYPICAL TRENCH BACKFILL. DETAIL BEDDING DETAIL
<br />NOTES
<br />-rF-5T5 OF UNDERGROUND WORK
<br />I• Relative Compact\on of n,%Ot .rte\D
<br />Tv -%q- fokkowing te5t5 o1 -tot\ b¢ made- cit' +l-tm con-
<br />Shnll b� tmsted by State of Golifornip
<br />— \ _
<br />_
<br />Deptof
<br />Enq\n¢en
<br />C.ar
<br />ba
<br />retie
<br />•e -fully plac_¢c1 I
<br />f_ko.
<br />ft\t to
<br />ilrr\LAM rmlattve
<br />tn
<br />-r,pac_\oof85%
<br />lmporfie.d ba:ddincj materia\
<br />Sca. Spc cs .
<br />TYPE T
<br />TYPICAL TRENCH BACKFILL. DETAIL BEDDING DETAIL
<br />NOTES
<br />-rF-5T5 OF UNDERGROUND WORK
<br />I• Relative Compact\on of n,%Ot .rte\D
<br />Tv -%q- fokkowing te5t5 o1 -tot\ b¢ made- cit' +l-tm con-
<br />Shnll b� tmsted by State of Golifornip
<br />rt -i¢- of +h¢
<br />Deptof
<br />Enq\n¢en
<br />Htqhwoys T¢s+ Ma-t\-\od No. California
<br />�l6 F",
<br />Santtary smw¢rs aha\t be- for a-xftltra-
<br />tton of a rat¢, of 250-Got./M,/Mt./Day wttV% o.
<br />2.A1\ e x\5t\nq POv2MeY\+ she\l bet
<br />minimum head of 5f+. 5¢2e Specs for AirT¢st,
<br />neatly cut- to line, prior to trtinch
<br />JOB NO. 7559
<br />2xc.o•vat tor,
<br />Wate=r 1tna.5 _5hcali b(r- ta.5Y1Z6 for tea\cage- at
<br />a rate, of 50 Gal,/Irl•/Mt/Day at o rrtrntm.uim
<br />3.t\\o 3mttinc) or ponding shark be penynit+ed
<br />tor¢ -sure of 150P -St. -
<br />w}thtn +I-ta stra,et right of vvay
<br />Wote.r 1\ne-s shall be. starikkme-d as per AWWA
<br />4, When shown by soil cornP0gttton
<br />5tandar6 c- (:>0% -S-4.
<br />and compact i bi\try, Nin2fy p¢.r c¢.nt
<br />C90'/o) eorripaetion may bet usa-di
<br />R.C.E. DATE -76
<br />when opprova.d by the. Dirmctor o4
<br />Cara2-FultLi--
<br />-DETAILS
<br />Pubttc Works.
<br />ba ckf i I I h -o a
<br />N
<br />j--
<br />�qG+'I
<br />Ttyf3ical si-ub —.
<br />Piuc� I�mr-7 rri �lr-inI
<br />v� v
<br />Place, stub ball -Flush
<br />sa.2� spa.GS
<br />N
<br />` Volva. Box rover
<br />(wiarlcmd WATER
<br />�- va\v2 box
<br />2X-4"rwd• thrust
<br />!� bearing biOCkSM--2"9aty. riser cap
<br />n _ 2" std, c}a+d vo1v2
<br />with fac9 o -P P•ourm-a ,
<br />rrianhvla. asm------"----
<br />lQ`min. Plug
<br />A
<br />O \� ' ° Thrust biota 4.5 k 1.5'
<br />x min.
<br />bdo-rtr\c3 arract
<br />Mtntmurn Slope ° A.
<br />I/4" pa -r foot I
<br />Weitcor+pocta.d baddtn9 ELEVATION WatarMatn/ 2"c}aty. sirs¢+Qal
<br />meL+arial Sa-21oaddtngdafiail J 2"Galv.Ironpipe.
<br />T�Fco No.roo
<br />DUAL HOU5E SERVICE BLOWOFF
<br />Pito e- t When Sanitary line, is wi46in 1211 (vertical) p{'
<br />any other Utility Linc/ Type S baddinel Shall be-
<br />USed alnd a G"x 18"x tell S+yero%am pad Shall be
<br />Iri-,6ilecl beiwee grossed pipes.
<br />� 45 Mox.
<br />aP. p it Mtn.
<br />M.,,• M,,,. T`IPIGAL SECTION THRU
<br />CAST IRON BEND TEE OUTLET DEAD END THRUST 6LOCK
<br />t =D No -5: I,AII thrusts blocks s`t bet poured
<br />ac�a�ns+ undtsturba-d soil,
<br />5¢¢ R¢tnforotnq 2 -Thrust bloct< dimensions wa-ra. caiculc\tad
<br />Thrust -2� D¢ toil +o -allow a Soil bmortnq vola¢ of IOOOLbs.
<br />_il Qmr Sq. Ft.
<br />II
<br />I > `� —•f�5 Bors on stile I I �`w �•/{-uP
<br />I - — — — L sppositm thrust I I ESQ /iiec �•w AfaJ
<br />s
<br />PLAN I I I
<br />Gast Zron Wa\\ 51aav¢
<br />Hub or FlnrcjmEnds Ott" \ N� REINFORCING DETAIL
<br />I J I
<br />ELEVATION I CExisf Bc fog e�MN 1
<br />THRUST BLOCK rOR PERMANENT- L---------1
<br />THRUST BLOCK DETAILS,P¢U%5%O/2 fo z5r87'( 1Y11
<br />a/ OS ( foor o/1 /0 /S /S4 - /56)
<br />+' -- TYPE ff
<br />5/o e
<br />b h• e
<br />P�Et7�INC-� t7ETL�.IL�
<br />4 < o
<br />9 i 0)
<br />Oo
<br />PLAN VIEW OF MANHOLE
<br />5"0WiNG INTER5ECTING SEWERS
<br />S:
<br />Costlror IF o,m2 or\d Cove.-
<br />PinbC�rton No: A\63 or e4U0.\.
<br />Groove ft\\ecd with rnortar be,fora_
<br />inatati\\riq cast iron .frame and cover,
<br />Precast rmtnForc_¢.d Goncr¢t¢. o�rad2
<br />adJustmlznt nncj5 Z',3'�4iand(o" hcp,h.
<br />Pr-mcast ra..tttforc¢d concr�t¢. }gpQr-_
<br />2d sa_ctio.\ *o ba- to c\c-c_ordo.nc¢
<br />with approved manufactur¢r5 dtmen
<br />Sion 5.
<br />All jotn'rs rnortca.r¢d Oral bor dad
<br />w\th mortar on both intmrtor and
<br />exterior surface
<br />precast remForc¢d MCin'nol¢
<br />pipa5, A5TNA. Dc-st9r\ C ---7G Class
<br />I� as r¢ctuiY¢d to olot'cztr\ proper
<br />(z.4 e.vc)Lt\On l'i 2; 3)ar,6 4 sec_t-ior�.
<br />C1n5s 5`Concret¢' SECTION C,_ C,
<br />G
<br />TYPICAL 5ANITARY 5EWER MANHOLE
<br />N0.
<br />I DATE
<br />REVISIONS
<br />BY
<br />DESIGN T/� DRAWN BY
<br />����
<br />APP u // 19 7�
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS — SURVEYORS
<br />221 W. OAK ST., LODI, CALIF. 95240 PH. 209-368-8098
<br />BEAR CREEK TERRACE= Unit No, 2
<br />SUBDIVISION IMPROVEMENTS
<br />C
<br />SPECIAL
<br />S
<br />SHEET 7 OF 8
<br />JOB NO. 7559
<br />APPROVED BY
<br />/Z.b 8 S %-9v
<br />NO,
<br />SAN JOAOUIN COUNTY DI
<br />ECTOR OF PUBLI WORKS
<br />R.C.E. DATE -76
<br />-DETAILS
<br />
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