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aOrr <br />i COUNTYLEGEND: <br />SCALE: 1"=200' <br />L. <br />MICROSURFACING <br />I. <br />�. <br />0.12—FOOT TYPE 'B' A.C. OVERLAY <br />I..... <br />MAIN ST <br />,... ... <br />0.17—FOOT TYPE 'B' A.C. OVERLAY <br />1 .......................... ......................... <br />y <br />I. <br />'Q <br />0.90—FOOT TYPE 'B' A.C. RECONSTRUCTION <br />I_ <br />(THIS WORK IS PART OF THE BASE BID) <br />I <br />ST <br />'% ' % ' ' % ' ' % 0.17—FOOT TYPE 'A' A.C. OVERLAY <br />col <br />Q <br />I <br />Q <br />Q <br />(A <br />W <br />F, <br />.�f <br />3,+}r <br />,�, - .. <br />W .. <br />NOTES: <br />0 ..1 <br />z <br />Q <br />1. FOR MICROSURFACING MATCH EXISTING CROSS SLOPE AND LIMITS OF EXISTING PAVING. <br />FOLLOW SPECIFICATIONS PROVIDED IN THE CONTRACT DOCUMENTS. <br />J <br />`J <br />f2. <br />PLACE ASPHALT CONCRETE (TYPE 'B') LEVELING COURSES ON WASHINGTON STREET <br />TO EVEN OUT CHANNELIZED SECTIONS AND RESTORE CROSS SLOPE AS DIRECTED <br />BY COUNTY'S REPRESENTATIVE. REPAIR DAMAGED SECTIONS OF ROADWAY USING <br />- <br />WASHINGTON <br />ST <br />AN 13" A.C. (TYPE 'B') DEEP—LIFT . DAMAGED SECTIONS WILL BE <br />IDENTIFIED BY THE COUNTY'S REPRESENTATIVE. OVERLAY WITH 0.17' <br />A.C. (TYPE 'A'). <br />i <br />w <br />3. COLD PLANE EXISTING A.C. AT ENDS OF REPAVING TO PROVIDE SMOOTH TRANSITION. <br />Q <br />Q <br />U <br />Q <br />4. FOR VENTURA AVENUE RECONSTRUCTION AND ALL RESURFACING, SEE TYPICAL <br />Z <br />SECTIONS AND PLANING DETAILS ON SHEET 24. <br />W <br />5. EXACT LIMITS OF RESURFACING, PAVEMENT REPAIR, RECONSTRUCTION, AND RELATED ROADWAY <br />i <br />Q <br />FINISHING SHALL BE AS DETERMINED BY THE COUNTY'S REPRESENTATIVE. <br />z <br />WASHINGTON <br />w <br />SCHOOL <br />0 <br />ON R <br />S <br />r <br />I <br />1 <br />w <br />BOGGS <br />RON <br />(i <br />5( <br />S�P�E fR�p <br />GN�RGN <br />j <br />TRACT <br />Z <br />OS5�00 <br />lGR <br />PARK <br />zLd <br />H E TO <br />1 <br />Z <br />O <br />W <br />Q <br />W <br />Q <br />Q <br />> <br />o <br />z <br />Q <br />z <br />W <br />U <br />W <br />W <br />(n <br />Cr <br />- <br />U <br />3 <br />W <br />a <br />IF <br />SCOTTS AVE <br />Boggs Tract Sewer System <br />t <br />` <br />r <br />i 1 lila , <br />RESURFACING PLAN <br />QRpFE55'OH <br />- <br />�_ <br />, , • + + . , T _ <br />e�0 pO R. CP <br />S O M A S <br />(ADDITIVE BID ALTERNATIVE A) <br />No 56,4 z <br />2295 Gateway Oaks Drive, Suite 250 <br />DEPARTMENT OF PUBLIC WORKS <br />EXP. 6-30-05 <br />Sacramento, CA 95833 <br />CITY OF STOCKTON, CALIFORNIA <br />' <br />s9rFOcl <br />(916) 929-7100 (918) 929-6380 (FAX) <br />v F°w <br />SCALE: AS NOTED <br />APPROVED BY: DATE: <br />SHEET NO <br />4(01 <br />DESIGNED BY: -RT <br />25 <br />�. <br />DRAWN BY <br />DATE <br />PROJECTT/ <br />DATE <br />CHECKED <br />DATE <br />SUBMITTED <br />DATE <br />APPROVED <br />DATE <br />DRAWN BY: RSL/CC <br />of 2$ SHEETS <br />COUNTY O F SAN <br />J OAQ U I N <br />PROJECT NO. <br />eENGINEER <br />A4` <br />� Z <br />�, <br />;�4�e <br />3/y� <br />t( <br />3!¢lD'�- <br />CHECKED BY: CRC <br />ENGI, <br />ssANoao3 <br />,ij <br />RECORD DWG.: <br />TI CKTONTY <br />CALIF. <br />FILE NAME <br />DRAWER SHEET NO. <br />ACRD <br />Mar. 01, <br />2002 — 14:36:13 <br />DWG Name: 0:\6SAN040300\WATRES—DRAFTING\sheets\sheet-25.dwg <br />Updated <br />By: RLehutsky <br />lo' <br />