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Match elevation of -- 1 - 1 /2" Typ <br /> top of existing <br /> n <br /> pavement — — — — — — — J <br /> Temporary - 112" plate— T \ <br /> ExistingEntrance Fabric 1 /4" <br /> SECTION C-C Vertical <br /> Pavement <br /> Rock bar Typ Excavate to conform <br /> 8 to pavement or curb, Rock <br /> �. or <br /> Typ See Conform Detail <br /> 'i\ok�er Oo 4� 00 'I I� 8 Typ <br /> 0O / <br /> 1 /2 go <br /> SO' <br /> C 20 rad_ iuls Min <br /> C C ed 1 OoQO <br /> SECTION Qol 00o Berm, 8" height <br /> - Vertical bars o 0 <br /> CONFORM DETAIL 5 ,�d� ° �,o � ° by 3'-6" width <br /> o T F,�ooa °°C�O o BCSC� <br /> ° g°�� OQo o ° o <br /> °° oo °0 0°0°0° 08 ° 0 o <br /> ° oO��Q <br /> Excavate to conform Rock 0 ° °00 Ov pp O <br /> to pavement or curb, ° 00 0�0 �0�0 <br /> See Conform Detail °°o ° <br /> o0°°Qo �o°Qo�go°QOQ <br /> -- Corrugated steel a° ° ° 0 <br /> panelsL L LLJ <br /> Taper at all edges ° <br /> Sediment (:�— <br /> PLAN Trapping Sump <br /> �°c <br /> 20' radius So Grade to drain <br /> M; TYPICAL CORRUGATED to Sump <br /> oaa�o� ° ° ° ° 0 STEEL PANEL DETAIL <br /> ° ° PERSPECTIVE <br /> o <br /> OoQO o <br /> F'+�y O 000°CDO �wO ° ° <br /> o ° <br /> 01 0 <br /> ° o o °o° s o0 ° Q o° <br /> ° 0° 0 0 O Rock Temporary Entrance <br /> 0 0�° ° ° �O Fabric Taper edges <br /> ° at 1 : 1 <br /> 00 0 1 Typ --*---Cross Slope 3 <br /> �✓�j 00 o°O ° �'��:��` wooo % or flatter <br /> Sediment O 000 0000° 0 DU(� 0d000660 <br /> 00 °OQ°° Min / --*,<\\\ <br /> Trapping ° O o ° o OQOQ oo00�OQ <br /> Sump °°°0 0 0 °00 0 1 Min Original <br /> Grade to drain Ground <br /> to Sump SECTION A-A <br /> o .C: TEMPORARY CONSTRUCTION ENTRANCE (TYPE 11 <br /> PERSPECTIVE <br /> Taper edges Corrugated steel panels -.-- <br /> at 1 : 1 Temporary Entrance Fabric <br /> Compacted Soil PLAN TEMPORARY WATER POLLUTION <br /> — Cross Slope 2. CONTROL DETAILS <br /> 1 ' Typ 3% or flatter - Rock (TEMPORARY CONSTRUCTION <br /> 0 0°O °0 0 <br /> 0 0° 0 ° O o 0 o O °0 0 0 0 0 °° o °° Ooo ° o 0 0° 0 0 0 p� ° O o°8 0o p �. <br /> °00 <br /> OF(S)& 00000° OO 00 0 o 0 0 00 °° O°° ° °O°000 0 °°° o ENTRANCE) <br /> 1 ' Min //�Galit <br /> U�/J QROFESSIOHq� <br /> Original <br /> Ground SECTION 13-13ELEVATION REGISTERED CIVIL ENGINEER <br /> W ICHAEL A. SANCHEZ m <br /> 254 <br /> TEMPORARY CONSTRUCTION ENTRANCE (TYPE 2) SEDIMENT TRAPPING SUMP 5/ S APPROVAL <br /> 5 Na. C6 30-0 <br /> PLANS APPROVAL DATE * EXP. O6-30-06 <br /> Quincy Engineering, Inc. ��4 CIVIL <br /> 133247 Ramos Circle lF OF <br /> Sacramento, CA 95827 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE LOWER SACRAMENTO ROAD IMPROVEMENTS SHEET TOTAL <br /> W. Texler y� �.',/ �� COUNTY OF SAN JOAQUIN NO SCALE WPC _ 2 NO. SHEETS <br /> MICHAEL A. SANCHEZ 5/18/05 KEITH D. RHODES 5/19/05 140W J 07 HARNEY CURVE PROJECT 34 96 <br /> FILE NAME DRAWER SHEET NO. 1 ACAD REVISIONS DATE FOR REDUCED PLANS ORIGINAL o 1 2 s <br /> 1 'u SCALE IS IN INCHES I I I I sl66rwpc2.dwg, Thu, 19 May 2005 - 8:00pm, mikek <br />