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See Structural Section <br />AC <br />AB <br />`` ' 0. G. C 9.27, R, C, <br />Compact Native Material <br />(8» Max. Lifts) @ 909 R.C. <br />- 24" <br />'Compact Native Material <br />Lifts) @ 90% R.C. <br />rCom act Native Material <br />Lifts) @ 90Z R.C. <br />For: D=4"-6 ~r W=18'-- Bedding Material per Std. Plan 501-A <br />D4'-10" W=24" Installed per Std. Plan 501-A <br />D=12"-18" W-30" <br />TYPICAL TRENCH DETAIL <br />SEE ALSO STD PLAN 501 A <br />FLEXIBLE CONDON <br />(NO SCALE) <br />LEGEND <br />+4032 c Existing Ground Elevation <br />Direction of Slope <br />® Water Line <br />IL Flowline <br />X Fence line <br />Existing edge of oiled road Elevation <br />®5 Sanitary Sewer with pipe size and direction of flow <br />1 SD Storm Drain with pipe size and direction of flow <br />C Center Line <br />BOW Back of Walk Elevation <br />SDMH Storm Drain Manhole <br />-- 04 Install Water Valve <br />Exist Water Valve <br />Existing Pavement Elevation <br />PP Power Pole <br />OH Overhead Lines <br />JP Joint Pole <br />--4 ;' EF Existing Edge of Pavement Elevation <br />R/W Right of Way <br />FOC Face of Curb <br />Flowline <br />'P21 Street Light with Power Pole <br />-EX 4' Limit of <br />paved road repair" item <br />2" AC <br />-- --- - - _--_----: _----- -� --4" AB @ 959 A.C. <br />S" C.O.G. @ 92% R. C. <br />No.1908 <br />a� Exp. 9.30• *5t- a <br />aT C1V14 <br />qTf OF CA11E9�� <br />9928CENI-DWG <br />4' Limit of <br />"oiled road repair" item <br />SC 250 Oil <br />w/sand cover r r ..f <br />90% R. C. <br />ROAD REPAIR PAYMENT LIMITS & DETAIL <br />NO, REVISIONS DATE BY DRAWN B.A.D. <br />DESIGN <br />T.P. <br />--- ------------------------------------------ - ----------- -------------------------------- <br />34 34 <br />------------------- <br />32 <br />32 <br />30 <br />30 <br />28 _ = �___��____-___�__�__�__ _ __ �:V�_�_____-_TM �_ �_�___:_--__-__-__--__-__..___._-__----f „---�__ ���M��_��-_ �:�T-T..-----__-__�__--__---__-_----__�_____-_�__�_: 28 <br />INSTALL 678 LF 10" WATER, CL 150 S=0.0002 <br />26 <br />24 <br />24 <br />-� <br />22 <br />- - <br />22 <br />20 <br />0 <br />18 .�...�...�.. 50 <br />_00 <br />51-F00 <br />52+00 53 + 00 54-00 55400 mm 56+00 <br />--__... 57 � 00 <br />CENTURY-- BOULEVARD <br />4�1 <br />4`4 <br />W0-47 <br />r <br />U] <br />30 66 £� <br />SAN JOAQUIN COUNTY <br />30,51 3.65 31,14 <br />PROPERTY LINE & CITY LIMITS <br />a O.9n" 31,1631.45 <br />50+00.00 CENTURY BOULEVARD- 5�-00 <br />ARD 51 00 .�t <br />50+00.00 LOWER SACRAMENTO ROAD _ .� - — `t ,Ri _ 5� t4a _ 53 f4054 no <br />Construct Temporary Blow -off .ti ! 7tt-l►; --' -qr-T 3 3, i, i 7 — , { 1 5 �I �i- F ? . E <br />per City Std. Plan 409 „ ' X42 S <br />P Y lEi IU if1 3 ilVii �ltJll `s t�l il! _l:l. �'w11a i3 iIfltU�s2 <br />1� TEE � � t <br />� � `�-�-�-�_.i;%_ ��L!IJ,...,}i..1 � <br />HOR 1» =40' <br />VERT <br />AS BUILT <br />JOB NUMBER 9928 <br />0 <br />8 <br />31.42 <br />G <br />� <br />G <br />LO <br />c� <br />i <br />57 <br />32.23 <br />G � <br />S <br />i I '�° EGDE OF EX. OILED ROADWAY �94 10 W <br />�•.X4 3203 56+50 <br />— 32.553.2 <br />G' <br />a 44 ��� ic- <br />#a, CITY OF LODI °s 32.26Sl IKE- r� �' � <br />f <br />FUTURE C,G& S x __...__.__ a <br />e- <br />LOWER SACRAMENTO ROAD <br />(SEE SHEET 000013) <br />PREPARED IN THE OFFICE OF- <br />_ BA UMBACH & PIAllA, INC, <br />CIVIL ENGINEERS <br />323 WEST ELM STREET <br />LODI, CALIFORNIA 95240 <br />DESIGNED UNDER THE SUPERVISION OF: <br />RCE <br />NOTE: ALL WATER VALVES ARE 10" UNLESS NOTED OTHERWISE. <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />APPROVED, <br />DATE: <br />RCE NO. 28054 <br />MANUEL LOPEZ, DIRECTOR OF PUBLIC WORKS EXP. DATE: 3/31/02 <br />ct�ans By --�- <br />NoChange$ gy Sha�td ,�TiY <br />Hate �j}sit�� Th; pTaig a`}�" <br />Any PET500 n gy l� ti�peat;, ►a <br />Ajl iniotmatta <br />S <br />w CITY OF LODI <br />9L'fi°R�� PUBLIC WORKS DEPARTMENT <br />w <br />�a <br />... 18 <br />N <br />1 <br />UNNYSIDE ESTATES WATERLINE r�p�°°°°°15 <br />CENTURY BOULEVARD DRAWING <br />OOODO I j <br />G-1183 <br />