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Lb9 <br /> h <br /> R°313 ' <br /> 4=3017,loft <br /> Ch-N.l°01'46.14W. ° `' <br /> L=179.49' ''�� 5 N.6 44'50"E. 51.14' v-P.-PO. R=3130' <br /> R°3130' �, N,I°24'50"W. 50.17' a�'?p, o ^oma•`� 28' C 'd' � A=3005'30,4' <br /> ,8 del°50'c-) �o,`° a^�� 4 ? C=1a22 Z4 5 l.�°� ?�?, Ch=N.3'48'29"E. <br /> n=1"38163 �;y 5 4'2 28' 4' S • <br /> Ch=N 507'482"W. ti��.�a C:9.69 'Y 6` ��� �'�h� 26o'g �9 - 7 <br /> L"168.89' <br /> r 4 <br /> t ��. O-1050'( 1 0 , o\ y�� 4 <br /> h Q`�, -%, G\0 <br /> L= 89.48 ? , Are MAW' % CB. C.B. ? . Arc= 168.90' v •tea �; i I <br /> � o <br /> ¢=150'ca �ti <br /> � G r <br /> C.B. C=9.59 st . <br /> C.-laoo <br /> Arc= 89.48' , / <br /> 80.°IO.10 ------------- ------ ------------------------- / <br /> � � ------- - --- <br /> - N--------- 276' 12"aS.C.P. <br /> Cr 10.00 <br /> C�969 M.H.F.L6.44 2 R=3100' 3 4 M.H. F.L. 6.82 =10.55 <br /> F.L'.6.27 a I� <br /> 3 Connect to end of existing storm sewer. ao �, C.B.C8 �I G I .0 Ex Existing moat <br /> 00 catch basin plu9hole. "' -- --------------------------- <br /> a, + 2 <br /> a `°I� =9. <br /> r Remove existing C.B. - -------------- - ------ -- - ---------- - -- - i tin Fbve a <br /> ---- -- - -- - - ------- ------------ — C.•10.55 <br /> C:1000 ------------- ___ ___ --- 8 4' <br /> td <br /> _____- - - - --- Arc= 615.03' - - <br /> N — I Z3 <br /> R=3070' <br /> A= 11628'42.5" G?� <br /> Ch= S.0'12'35.2"E. <br /> NaF¢, <br /> Repair end of existing L=614.01' v,Q'?o, <br /> pavement where n¢cessory C.° 10.40' Top of Curb 0° 1052' <br /> Cast iron M.H.Cover to be City of Stockton ?o Qj;�iQ• 7' 4 <br /> Standard M.H.Rin &�Cover Assembly or its equal) <br /> Str¢¢t, Curb, Mutter Plan g yl � ) �9'���� '1 <br /> Scale•1"=20' <br /> ° <br /> 7'on 61Y Street 17'on 60'Streat a 5-0 Circumferential <br /> 5'on 50'Straet 6�O' 14'on 50'Streat ' rings in cone <br /> a <br /> Plont-mix Surfacing (� le <br /> 2"Plant mix wearing surface ° <br /> 6" U.R.B. after full compression , e Precast M.H.as manufoctured by <br /> { <br /> � Spiekerman concrete Pipe co.(S ockton Calif.) <br /> Sidewalk Curb lr Gutter Crown 6'on <br /> 4�0' 15" g" '� all streets or its equal <br /> ....'.. e e e e o o . •e ea•. oa e•e oe e• •• oeo • • • •eoe a eee so•o •o•ee eee , <br /> Monolithic surface troweled ' .::.:,..:,;..` •' ,. :.. , . • . . .,. . . . . . .•., ,• ° .• e . , <br /> smooth and broomed Fill with compactad earth :'•''. *.. r,: <br /> behind sidewalk <br /> Sub rode and U.R.B .e <br /> " 3-Sand cushion of tar to be fully compacted c <br /> � a�l 3 vial full compaction • ^ 4��LD. <br /> Slo ¢ y <br /> v <br /> m TYPICAL STREET CROSS SECTION <br /> 3" e".. , '• 0. . A- ' Scale 1 = 3' <br /> Reinforcing Steel <br /> d Tli° Install expansion joint every 30ft. " " <br /> ,. ' <br /> _�,_— . '♦ <br /> 'A. a <br /> - ♦ ' well greased and well wrapped 5/g "24p <br /> ° <br /> 3"Sand cushion after - d I 3 dowel bars spaced 14"on centers. _m • Vor�Ob�¢ <br /> full compression -----=-=i--E ° <br /> a <br /> C P e <br /> ° — --T <br /> a <br /> TYPICAL SECTION OF SIDEWALK, CURB Po IB" <br /> *4 Bars <br /> GUTTER EXCEPT AT RETURNS V 6"C.to C. Both Ways - <br /> s ° <br /> e <br /> Scale I'- 1'-0' Standard Catch Basin <br /> Ring and Cover e d e A <br /> A a <br /> y ° a ° n <br /> ♦ • <br /> d <br /> I4--o24"I`in24` IFa�l��420" I Flowline ofyutter -I <br /> MANHOLE DETAIL <br /> °. . ;d Built of precast reinforced concrete units <br /> ° ° e ; o .4 • •" . a _ _ Scale- I" I'V' <br /> Sidewalk Curb Py Gutter ; : a ` a. <br /> 4�-Oo 180 <br /> Monolithic surface troweled Double strength conc. pipa a.:, ;: •; 18" <br /> smooth and broomed d <br /> Cone.poured around pips <br /> Slope Y. ,P d <br /> " • °' Install expansion joint at B.C.& E.C. <br /> a' a .: of round corner and 2 additional <br /> o.. .e expansion joints equally spaced <br /> between B.C.ond E.C. Place well a' 'e ,'.' ' <br /> One or more laterals OFFICE OF THE COUNTY HIGHWAY DEPT <br /> - COUNTY OF SAN O <br /> --_ _ 3" greased and well wrapped `Y24" ° <br /> 3"Sand cushion after -- -�� dowel bars on 14"canters. 8" 16" :S� STOC TON CALI ORNIA <br /> full compression ". . :; d •: <br /> PLAN FOR CONSTRUCTION OF <br /> TYPICAL SECTION OF SIDEWALK,CURB 9, I 2=8" Round GETTYSBURG PLACE <br /> GUTTER AT RETURNS IN SECTION 21, T.2N.R.6Ee W.8M. <br /> Scale: I"•1'0` CATCH BASIN DETAIL 02 "• <br /> Scala: 14 V-00 Date: March 4,1952 Approved: <br /> Scales as noted Julius B. Manthey rq¢ PIKrn,Chairman <br /> County Engineer Board of Supervisors <br /> G- - q 7 <br />