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I+ end a!'Conc.Pros Sao/%inf <br /> I Precast Rei7forctd ;.> >:: � � I h ;�> � / / �— — � '>• a o,> .'p o• <br /> Concrefe Grade el;; <br /> ys ;, aYe . ,. - --� \ > . :.', • . •.• . , <br /> inferiorExf¢rior ofo//%vi�fs �o <br /> 36 36 Q — �� q�� a. <br /> I.Q � /. � o a <br /> lo be bonde4 wifh Bondi�y I: c <br /> v <br /> _ _ I al a. <br /> /f/orfor Grouf o// %fs rvrif i ; e Cast Steal From¢ d` gril/e ;;I'.' 6x6-/O//o WreMes/r <br /> /1/orfoc SBor p6c.c. <br /> P <br /> _— —— —— ..• I inkerton *A-214 or equal - - r 0 I / <br /> lr • • T.ls:1 ��t'1p ° � ��� � v, • i�' 1 ° . v �v•o � // <br /> T_ 'v.' vv v v �. s •.. .. ..:•. <br /> 0-0. Pipe t Z'6" SECTION B-8 g <br /> I <br /> OD Latero/ s/? Minimum 4 , TOP SLAB REINFORCEMENT <br /> I ' I Scale = I'-0'� <br /> t z 4Bors 1 IF <br /> ipe TYPICAL PLUG DETAIL <br /> No Scale <br /> I <br /> Eoch�y 4-`6Bars `; i...., .. ------ , .'- T. <br /> L <br /> . . . : `. . 25' 25' <br /> • ' .r' . ��� � i—'—~• • J` as - I6 I l6' Pipe Dia:+llmths4 baa 3 3 <br /> .' :.,. o. � ' >•. . p.. baa 2-0 'I I— —'I �' v <br /> g (2'-6 f min.) Prime Co 20'x 0.33" A.B. PIIR1eCoat rime Coat <br /> _. 3 zO*fll�a Asphalt Co crate ; 3 <br /> 9" 9 SECTION 8-B ELEVATION a SECTION A-A <br /> "'4 Bora 0 6 e.C. 4 <br /> • __ _ <br /> .; • .. /� � . . ReinOoroing Nott: Mo.-/z. � f1`4 ® 6"Ctrs. Baffoin= '4G�6"C/rs, Bofh Ivoys. I M <br /> v', .' s '• : v.. . :o . .►: 'v s v ',,v . • . ► . . . • 'p' I• ire. - / ctrl. Eltisfing Ditch o Existing Ditch <br /> I ° p <br /> V 'a4 ® 2 <br /> to remain in 2/. <br /> 01 •w . :. . . . . : v <br /> ° �.r ,�--a= -•i ` �" - ° .. DROP INLET WITH CAST STEEL COVER , „ , tor¢main in <br /> • zy � <br /> l• . � I• place. <br /> 5•/' lace. <br /> REINFORCED CONCRETE MANHOLE (Type 1 ) z- `BBors No scale ALPINE AVENUE <br /> Scalew = 1'-0° No Scale <br /> "4Bors 06"c.c. r ' <br /> 7 a� <br /> • ° 'o ��� • /ice n1 <br /> • r �� <br /> T • 'i. T'• --r— <br /> COS/ <br /> • • i• T •i i • // <br /> COS/MOW Frame Cover � I 19" QQ R/Pe s /Z" 19"I �4" <br /> CPinkerlon No.A- 463 or 6,700/) ;.� ' <br /> END WALL REINFORCEMENT Alternate where <br /> =h« w I u coverage wilfnot <br /> Scale � = I -0 <br /> Precosf Frkinforced ='; - <br /> permit above <br /> Concrete Grode Rinys <br /> Combinedlieight/B'Afin. <br /> 36"/.D. <br /> TYPICAL CATCH BASIN INLET IYPICAL DITCH INLET <br /> inferior izxterior of o// <br /> Joints to be bonded wifh °'� �' <br /> I No Scale ep R Q <br /> Bond�hy Mortar. Grout a// °e e I <br /> ,R •Q nc � <br /> . p <br /> Joints wifh MOrfar. < q Radio/fyscost �:o Y I I I "� 120 112 Trench R¢surfaciny _� 1200 L 12" <br /> Concert's B/ocks :o \D I I o.' .p I I — .• ° . .o L`. .. <br /> I ~,V Ae r rud •'v I I o All existing A.C. Fflve.nant e ° •. e <br /> e e •e° a°• <br /> Typico/ /n/ef—� , I I e e I 1 to be neatly cut to line <br /> 6�! prior to trench excavation <br /> W � �. •v v- Native Material <br /> r <br /> •p'. 0',f O ♦' V >•' . ' I \ •v vs — - - - - \� 90 e• Compaction <br /> 2' lists maximum <br /> Typical /n/et where I I > I I - - - - - - - - -- <br /> Cover is19of oroi/ob I ,l ' _': I I I I /8"ZD ," - -_ - _ - - - - __ -_ -- - <br /> 3z - / Materia! - y <br /> I , 1'br,ough'.,whc✓s , I • - - • <br /> � I `�_ _� � _� 80 /• Compact/on <br /> 2 lifts maximum <br /> 6yeeasf Reinforced a: :•' — •i r;' <br /> at •, 1aV v •� ,• Lotarnl 1 r Concrete Sectio/! I — •ry .•A-- .•!i,• . �. <br /> 4 Mie ► • .�► • - �;Jy:.. •. ' ; . Cost If /Ping f` Cover — <br /> (City of Sfockfon Sfondord <br /> Pia terfan No. A-/36 or Zpavl) <br /> R. C. P. NO-JOINT CONCRETE PIPE <br /> p . . Y •. . ,. ,•: s, r <br /> SECTION A—A Iva 3 &?ye <br /> Scalew = 1 '-0" °�° Reinforced Sfea/ <br /> TYPICAL TRENCH SECTION <br /> REINFORCED CONCRETE MANHOLE (Type 2) No Scale <br /> Seale = 1'- 0" < . ' • ' ' -°. °' RIs:FERENCE COUNTY OF SAN JOAQUIN <br /> ° ' ° �S�Conere�t Bose DEPARTMENT OF PUBLIC WORKS <br /> CONSTRUCTION <br /> I ...•.�..�.-•�..a......_ a DETAILS <br /> /� BASIN TYPICAL CATCH BASIN DRAWN: APPROVED DATE DATE7A01 `— <br /> Scale 1" 11-0" I'dIe CA'Cr: i DESC:RIP1'ION AP'PRD. . .___ _...._ __._.- _...__._ --.._._ DRAWING Pd O. <br /> SCALE: L.. H. BRADLEY R.E. 707 <br /> REVISIONS DIRECTOR OF PUBLIC WORKS <br /> iawwnww. ruo.a•.awwnw•wrnrwwww.awwawww.rww•wnwewwn::wmwunsiwwar.www.wew. xnwat•rww wrwwww.aawawurnxuwwniueawww.wwswpwayuwnwa wsrvanlwwwmwwwwwrviww.inwwwwn - reuwwww wauuuxw wer.r. wu.•wewaeuwww��wwr sw�anewwsEawwnmrwiwww.ares.wwluwwwwmc.awww®vsewwuwaawowrvw,swairawmw.m-wuiwanuuwwr•w wewnarenw.wuwwmwwx�euwo.i.nwew.wwwawrwwawnwuwwoewmur•wrwwwpwwxwwu,rv».wwwwwuuww wwrwwarwrwrw+i <br /> N- �.a <br />