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r1 <br />0 <br />on <br />3g <br />I <br />37+00 <br />1 <br />32+00 <br />a° <br />� I <br />1 <br />I <br />33+00 <br />cd <br />C <br />I <br />35+00 <br />CA <br />38 <br />rit-w <br />m <br />Iii <br />wco <br />M <br />l <br />{ <br />W <br />I <br />as required <br />1:0 <br />Precast reinforced <br />W <br />M <br />ui <br />-- <br />W <br />Ir <br />lV <br />U) <br />J <br />� <br />bonded with mortar on <br />( <br />' LI,D <br />both Interior and exterior '. <br />Q <br />3900 <br />surfaces. <br />=E <br />'< <br />Precast reinforced montwle <br />e <br />17. <br />Pipes, Class llI, as required '. <br />4'-0" Diam. ';; <br />S <br />to obtain proper elevation ' <br />OD <br />o <br />sections. <br />Lowest <br />r, <br />p <br />36 <br />c <br />E P <br />/ <br />m <br />u <br />a' <br />c <br />5 <br />_ <br />o <br />o <br />a <br />4 <br />a <br />5J <br />w <br />F <br />_TZ <br />o <br />p <br />9 <br />=0 <br />N <br />a''� <br />L1' <br />IA,, <br />M <br />34 <br />i <br />ro i <br />} <br />V) <br />�U <br />O <br />O <br />I <br />32+00 <br />32 <br />c~ <br />33+-00 <br />34+00 <br />35$00 <br />— <br />- <br />= <br />32 <br />r--- -- <br />LU <br />V1 <br />D <br />SUR.V EY GOIJ?P_o4 <br />t_lr-!L. — <br />U7 <br />W�= <br />INhTA\..L gam - LF 21" D o. 0007&��t <br />Lr 21" <br />W <br />W <br />Z <br />Nh' ALt SoO LF 21" D 5= U.000 t <br /><i3o <br />5=o•oop3_ <br />Z <br />W <br />N <br />30 <br />w <br />J <br />\ <br />J <br />30 <br />u <br />30.3o trvu � <br />T <br />H <br />1 <br />,30+00 <br />V <br />NOTE: FRAMs nN�, ckH� ��uA�-L <br />CONFORM t0 /MPS UFi "Id <br />S7AAIDAk- NO. C- 7 <br />4 <br />3 <br />0 <br />PLAN VIEW <br />31 <br />HILDRETH LANE <br />SGAL-E 1"-40' NOR. <br />I <br />37+00 <br />1 <br />32+00 <br />a° <br />� I <br />1 <br />I <br />33+00 <br />I <br />34+0J <br />C <br />I <br />35+00 <br />CA <br />�i C�IY <br />rit-w <br />m <br />Iii <br />wco <br />�I <br />l <br />2. 3", 4" (k 6" sections <br />W <br />I <br />as required <br />1:0 <br />Precast reinforced <br />W <br />W <br />ui <br />-- <br />W <br />� <br />lV <br />U) <br />J <br />� <br />V <br />NOTE: FRAMs nN�, ckH� ��uA�-L <br />CONFORM t0 /MPS UFi "Id <br />S7AAIDAk- NO. C- 7 <br />4 <br />3 <br />0 <br />PLAN VIEW <br />31 <br />HILDRETH LANE <br />SGAL-E 1"-40' NOR. <br />24I0H BASIN) -TAIL -TAIL <br />NTS <br />SECTION A -A <br />ortor <br />Is Rin <br />ortar <br />R.C.P. , <br />-•--- _ --.._.ate <br />SECTION B -B <br />HILDRETH LANE <br />1 <br />3F�+00 <br />I <br />37+00 <br />1 <br />32+00 <br />a° <br />� I <br />1 <br />I <br />33+00 <br />I <br />34+0J <br />C <br />I <br />35+00 <br />CA <br />�i C�IY <br />rit-w <br />m <br />Iii <br />¢I Xo <br />�I <br />0 <br />2. 3", 4" (k 6" sections <br />I <br />as required <br />1:0 <br />Precast reinforced <br />concrete cone. i.F <br />ui <br />u <br />i <br />-- — — <br />lV <br />�j <br />21 .� <br />� <br />bonded with mortar on <br />( <br />' LI,D <br />both Interior and exterior '. <br />5 MIN •' <br />3900 <br />surfaces. <br />=E <br />'< <br />Precast reinforced montwle <br />e <br />17. <br />Pipes, Class llI, as required '. <br />4'-0" Diam. ';; <br />I LL <br />Ju <br />to obtain proper elevation ' <br />OD <br />o <br />sections. <br />Lowest <br />r, <br />p <br />c <br />m <br />u <br />a' <br />c <br />5 <br />3e <br />1- <br />o <br />a <br />4 <br />a <br />5J <br />w <br />F <br />� <br />M <br />o <br />p <br />9 <br />=0 <br />N <br />a''� <br />L1' <br />IA,, <br />M <br />i <br />} <br />�U <br />O <br />O <br />32+00 <br />33+-00 <br />34+00 <br />35$00 <br />— <br />- <br />r--- -- <br />SUR.V EY GOIJ?P_o4 <br />t_lr-!L. — <br />24I0H BASIN) -TAIL -TAIL <br />NTS <br />SECTION A -A <br />ortor <br />Is Rin <br />ortar <br />R.C.P. , <br />-•--- _ --.._.ate <br />SECTION B -B <br />HILDRETH LANE <br />1 <br />3F�+00 <br />38 +00 <br />v <br />I <br />37+00 <br />a° <br />� I <br />1 <br />a <br />di <br />C <br />Q/ 3O <br />CA <br />�i C�IY <br />rit-w <br />m <br />Iii <br />¢I Xo <br />�I <br />0 <br />38 +00 <br />v <br />I <br />39+00 <br />j <br />j <br />a <br />Cost Ir* Frame <br />yy <br />/ b Improvement Standard No.C-5 <br />Top of pavement Grade <br />0 \ <br />Precast reinforced concrete <br />int <br />�I <br />0 <br />2. 3", 4" (k 6" sections <br />s <br />as required <br />Precast reinforced <br />concrete cone. i.F <br />ui <br />u <br />D <br />-- — — <br />lV <br />All joints mortared and <br />21 .� <br />bonded with mortar on <br />both Interior and exterior '. <br />5 MIN •' <br />3900 <br />surfaces. <br />=E <br />MANHOLE <br />DETAIL <br />NTS <br />Cost Ir* Frame <br />and Cover -.Z refer <br />/ b Improvement Standard No.C-5 <br />Top of pavement Grade <br />Precast reinforced concrete <br />grade adjustment rings <br />2. 3", 4" (k 6" sections <br />as required <br />Precast reinforced <br />concrete cone. i.F <br />lam. <br />t <br />� <br />lV <br />All joints mortared and <br />bonded with mortar on <br />both Interior and exterior '. <br />5 MIN •' <br />surfaces. <br />=E <br />'< <br />Precast reinforced montwle <br />e <br />17. <br />Pipes, Class llI, as required '. <br />4'-0" Diam. ';; <br />a <br />c <br />to obtain proper elevation ' <br />o <br />sections. <br />Lowest <br />r, <br />4"-11- \ 1 <br />Class "B" Concrete for io <br />base. Pre -coat base <br />may be used if approved <br />by the Engineer. <br />NOTE:A )'&" CONCRC iE CONE ,MAY ajl f1SE't) <br />lF AGPpnvr"J BY E'N(:;i•VE <br />0 <br />E/.. N0.1 DESCRIPTON <br />REt_0r,,&-tE C)MH <br />40+J <br />0 <br />0 <br />d' <br />G <br />W <br />W <br />V) <br />W <br />W <br />U) <br />I L J <br />I� <br />J <br />S <br />0 <br />I- <br />DILLON ENGINEERING <br />ENGINEERING PLANNING SURVEYING <br />8 South Hutchins Street <br />Lodi. California 95240 <br />. (209) 334-6613 <br />JOHVA THON ESTA TES <br />IMPROVEMENT PLANS <br />HILDRETH LANE STA. 30400. TO STA. 40+00 <br />PLAN & PROFILE <br />DEPARTMENT OF PUBLIC WORKS <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />DATT SCALE: H 1 "=40'; V 1"=z APPROVED BY.' <br />Y. - SHEET NO. <br />1 / e07 DESIGNED By. .l n ( OA TE 5 <br />DRAWN BY: .H OF SHS= TS <br />CHECKED BY: S L DIRECTOR OF PUBLIC WORKS <br />SAN JOAQUIN COUNTY, CALIF. JOB NO:.. <br />AS BUILT BY JM I 1 861' <br />