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Cass Icon Frame and cover Ptoker+on No, Ato'L4 or oLual Top ol: pavemen+ gt-ade i NOTES : Precas{ renforced eone. „e 0 0 • � ee a oep o e 0 0 0 e e e o o e O e o 0 0 e e•• I i 0 0• grade •ecbust nent rings l Rela}Ne Co't'tPoe+ton of wa+ectals •e -b' +1e. `° high r• �x sha 1 t bt e +es+ed by Skate of57 �. 6" E C011Porn%a Dep}. of Publw Works, '^'^ In Division of Nt5%wuys, Test Method compact+ to lz" 1 -yens --____- - l� eras+ remforcecl •L� (( No Califern%a 21l'e F. to a mtntmum Reai•tve O cLo''ie• e.one. Compaction of 95%* —____-.__-_ — 10 2 All exis+tng pavement• shall LaeAlt o%n+s mor{ared Gr -- -- nea+lv cu+ +o line prior +o - - -- — treneh ez cava+ton . bonded w/mortar on bo}h iv%Jrer%or i,- ex- compac+ in A-,' layers _ _._ -- +er%or surpaces �. s' +o a minorum Retattve -- — — — — -- Compaction of 1j0% --- — — — — 3 No JetLiv%g or poMir,5 shat% be. Precas} reinforced manhole ,y permti+ed wt+hin the street p.pes ASTM Desgri. G-16 't'"d o P ngnt of way.. Class I[L as rec• r, p y ob+am proper elevation " lowest > t�z;a;6¢'secFtons sc• VL P p- -- 4e When shown Lay soil composi+ion and t -- - compac+tbtti+y, Ninety per cent - — CRO%) compae}ton may be used) r CopFtonat whenapproved 6y *Vie Vire�+or' Curved conc. u of Public. Works. Elk --i—o W ,Fx� blocks •' to" atex mix O.D.tzo"max Clax iq' Iona•—� Curv&d eonareLe imock- Oetatl TYPICAL TRENCH BACKFILL DETAIL TYPICAL STORM SEWER MANHOLE chrtsty c-m-ir. valve box 4 ell+enaton cover marked 'wAietl or eyua l 1 Frame 4- Grate - Rnk ar}en W.A-4zoA or eral — i ' •r 1lR.C.P. Ct. IIE 40 SECTION A -A STANDARD STORM DRAIN INLET &,Mk eff Jom+ foal 1A.C.P. o. ivite•V suppot-k sleeve wrdwd b%eks CAST IRAN BEND ET TYP TION THRU TEE CXNL DEAD END THRUST IbLocv- Q +All +htwvt bloclec" sLtall beEtre Llydrtx+� ` 6"Corte Valve '• S a.: I poured ao✓atnst und%s+vr6ed 4v 9oeet See Rtaniot % %5 wit. t4xMx6 Tee 2 � oekdtl Thrus+ dt block menstons were �\anged t calcula+ed +o allow a soil bear - FH 6ucy T%f-co Mo. 4o Adap+er �. _lil_ my valve of t000l6s/41.4. 3.15 PLAN i O 7hsl�ersonstde_ Fire Nydrayt+: Aevvies, Jones J-3-IfoS wt}h Ga+e Valve 2 Shalt toe Mueller A --L3 6o- 6 or cgual• l-4" ov+lei% or equal• mee•I-leg AW`NA c- 500 -cot Rlt oua-leks -I-o have. Nwltonal SFd-Threads• D " SECTION B -B THRUST $LOCK DIMENSIONS F1TrlNGS A 13 co" LINE ! : • Mee+ grade- a+ S �• r ' back =� �r-b '%.••Cap 7. 90e 1"Cralv.ntpple uVi TEE OUTLET 8'-d' 1'- ON DEAD END • eyYtp W/nJt rOr' 13" LINE ectsF wl•1+• wLhe O' q'E+e 11A ' 900 4•'-O" 3' -rd'• WE OulrLLT SECTION A -A STANDARD STORM DRAIN INLET &,Mk eff Jom+ foal 1A.C.P. o. ivite•V suppot-k sleeve wrdwd b%eks CAST IRAN BEND ET TYP TION THRU TEE CXNL DEAD END THRUST IbLocv- Q +All +htwvt bloclec" sLtall beEtre Llydrtx+� ` 6"Corte Valve '• S a.: I poured ao✓atnst und%s+vr6ed 4v 9oeet See Rtaniot % %5 wit. t4xMx6 Tee 2 � oekdtl Thrus+ dt block menstons were �\anged t calcula+ed +o allow a soil bear - FH 6ucy T%f-co Mo. 4o Adap+er �. _lil_ my valve of t000l6s/41.4. 3.15 PLAN i O 7hsl�ersonstde_ Fire Nydrayt+: Aevvies, Jones J-3-IfoS wt}h Ga+e Valve 2 Shalt toe Mueller A --L3 6o- 6 or cgual• l-4" ov+lei% or equal• mee•I-leg AW`NA c- 500 -cot Rlt oua-leks -I-o have. Nwltonal SFd-Threads• D " SECTION B -B THRUST $LOCK DIMENSIONS F1TrlNGS A 13 co" LINE ! : • Mee+ grade- a+ S �• r ' back =� �r-b '%.••Cap l� 6 90e 1"Cralv.ntpple uVi TEE OUTLET 8'-d' 1'- ON DEAD END • eyYtp W/nJt rOr' 13" LINE ectsF wl•1+• wLhe O' q'E+e 11A ' 900 4•'-O" 3' -rd'• WE OulrLLT -6 6- W- ON DEAD 8ND 3'-(0" - W__- le LINE 3 -00 2400 1+00 r , —.2'L• o a' -e Ll O✓ W 4-0" a=o" 90• S•_ 4. 4!-0' TEE OUTLET ¢'-fi' 4� D" _ -w- d'_ DEAD END c}L. (f' re uN�NE _ d �,/ . V, e 90• w -o" ,•,_o,. TEE OUTLET DEAD END 5=6" -..9_ v ._�-d' 4r- O" PLAN Expansion Joints stra.ght Sweet- _L wee mer+-wrb A - _r__ ELEVATION 2 i o. T -T DETAIL TYPICAL DRIVEWAY DETAILS ChnS+ F -aG r --so PLRN FIRE HYDRANT LAYOUT FIRE HYDRANT Zit VALVE DETAIL E.u=VAT10N u p THRUST BLOCK DETAILS PERMANENT BLOW OFF - axts� s+crwli porta +0 be {r/lteei Ir NO LEVEE—ORIGINAL GROUND _ exts4.. 9ravcl Coad rr��vral ground pro +osed ctlroww of skceet Q. i con�sl. s�• rv1.1�• u�r+s+• sf m•Y%• 'L btZ1YN - p'1<C+ ems+. read Rc•.�r.>).y1s, - uaw�.i . 4-56' " o.00lt� 2Z SD•9..,,.__ t.orlci-• Soros 24-~ 5•D•P. 5-: o•ooi:i GOM 4�. 2T0 27" 4O•Q._._ .. -. - - _ - - - L�-4 .. . �- PRUFIi... " �t PROFtL_E 148Hfil-FIELO P4.%Ca �g a �+ IN C8 Le I_2+00 _ _ - 11+0 _ 10+00 9100_ 81.00_ . 7+00 6100 5400 4+00 3400 2+00 1+00 t:o' street - _ C�vvtiS� �� E cCl cxts� . gravel road proposed crown C'IF s+ree} angle me+er skop 2q. t4 S ..1, a . VY J1L_D iNG DEPT +YP. ton, Seru%ee C ya' x 40" rebar - w%re +•o % f pO1 p P P C+yP) APPPoVED 19_1G eor• ai•ton s+o MY A.C.Q. wa+er ivrain Ptastle pipe shall be (%ti I.P.> ultra 4ttg6 molecular wet9h+• Corpora+toin S}ops shall be tyz Mueller +%-t0003 and %to w `, r�� - - - (uHM ) p Q' CS se -G3 ( •thele 4 Lured com resston + % h} cou lin # H-ts4S4 nom le+e tul+tl WJb%1T Lj30--M0RADk RURAL, ME 0%ST. d equal valve box r > l "". — ! : • Mee+ grade- a+ S �• r ' back =� �r-b '%.••Cap l� 6 1"Cralv.ntpple uVi ♦' �• v AG.I> S� Angle Meer Stops shat( be W -L" MueFler_* l+- 1¢2Se • eyYtp W/nJt rOr' ectsF wl•1+• 2"Graly. S+reet fill F.t_. Z_4?s4r \� a laronz.0 C VkC Valve 11A ' �A.c.P. to :- C•Z. 2" f�loyrcn nipple Pipes C •I. PIUS tapped z.n J -(%o r- il-if o. 4 too See Titus+ FStock- 1_>e+a1lS 3 -00 2400 1+00 r , ELEVA•TtOty PLRN FIRE HYDRANT LAYOUT FIRE HYDRANT Zit VALVE DETAIL E.u=VAT10N u p THRUST BLOCK DETAILS PERMANENT BLOW OFF - axts� s+crwli porta +0 be {r/lteei Ir NO LEVEE—ORIGINAL GROUND _ exts4.. 9ravcl Coad rr��vral ground pro +osed ctlroww of skceet Q. i con�sl. s�• rv1.1�• u�r+s+• sf m•Y%• 'L btZ1YN - p'1<C+ ems+. read Rc•.�r.>).y1s, - uaw�.i . 4-56' " o.00lt� 2Z SD•9..,,.__ t.orlci-• Soros 24-~ 5•D•P. 5-: o•ooi:i GOM 4�. 2T0 27" 4O•Q._._ .. -. - - _ - - - L�-4 .. . �- PRUFIi... " �t PROFtL_E 148Hfil-FIELO P4.%Ca �g a �+ IN C8 Le I_2+00 _ _ - 11+0 _ 10+00 9100_ 81.00_ . 7+00 6100 5400 4+00 3400 2+00 1+00 t:o' street - _ C�vvtiS� �� E cCl cxts� . gravel road proposed crown C'IF s+ree} angle me+er skop 2q. t4 S ..1, a . VY J1L_D iNG DEPT +YP. ton, Seru%ee C ya' x 40" rebar - w%re +•o % f pO1 p P P C+yP) APPPoVED 19_1G eor• ai•ton s+o MY A.C.Q. wa+er ivrain Ptastle pipe shall be (%ti I.P.> ultra 4ttg6 molecular wet9h+• Corpora+toin S}ops shall be tyz Mueller +%-t0003 and %to w `, r�� - - - (uHM ) p Q' CS se -G3 ( •thele 4 Lured com resston + % h} cou lin # H-ts4S4 nom le+e tul+tl WJb%1T Lj30--M0RADk RURAL, ME 0%ST. 0+00 STATION rnee+ ex%s+. 30 1. Pains W 28.oq LL W 2g J W w E Dao , t a by Driscopipe) OtangebvroJ d p s ra g p 9 s{-ainlesc a+eet liner {or 114 Z.D. > n. $ S S'lnp dtrec+(y %v%+o t'>.-" A.C.P. main. z tv l� 6 a �t 30 v ,6 E Angle Meer Stops shat( be W -L" MueFler_* l+- 1¢2Se ectsF wl•1+• W W F.t_. Z_4?s4r W 25. J -(%o r- il-if o. 4 too 3 -00 2400 1+00 0+00 W 20 0+00 STATION rnee+ ex%s+. 30 1. Pains W 28.oq LL W 2g J W w E Dao , t a by Driscopipe) OtangebvroJ po ye ne ac rv%anu ae or approved equals wt+1n a p s ra g p 9 s{-ainlesc a+eet liner {or 114 Z.D. p Flas+%C FiFe. 'Tap min. pressure. ra+tnog o✓: %GO (.i-s.i. S'lnp dtrec+(y %v%+o t'>.-" A.C.P. main. a Water reervtce shalt be ynarkeal wl+k% a -ixi x36, Angle Meer Stops shat( be W -L" MueFler_* l+- 1¢2Se redwood sake l ey.Lendiv%g G' aloove ground. ( w/ lock v tij -c, Ito coynpresston Covinec.+tout) ComplE•+e w/ s+atnte55-A-eeI ttner -(%o r- il-if o. 4 too 3 -00 2400 1+00 0+00 STATION plas-i-%c Pipe. PICC0LI ROAD WATER SERVICE DETAILS APPROVED s" 19 �� APPROVED .1/fQ . /8 lg 7lm revisions WONG ENGINEERS job no. 1586 WATERLOO -99 SERVICE AREA STOCKTON SHEET no. description date by CIVIL ENGINEERING CONSULTANTS W date JAN 76 CALIFORNIA / 243 E. CHANNEL ST., STOCKTON, CALIF. f. b. no. drawn by ?OFPUBL 14269 SHEET of TWO S.J.CO 'F RE WARDENPROFILE S.J. CO. DIRECT C WORKS design R.C.E. No. check FILE 0 179 V J,