Laserfiche WebLink
i I <br /> 82329 <br /> const. <br /> Limits of Cleorir/9 and Grubbing GENERAL NOTES <br /> 12' *6' <br /> 1. hspha/t Concrete used l'or pavement <br /> 24' Pavement t Reinforcing fabric repo;r sholl be p/aced in layers which ob <br /> t not exceed 0.50 /n comp.octed thickness. <br /> Conform Z Vac Var. Von Vov Conform 2. Placement or Aspholt Concrete surfacing <br /> " shall not begin unti/ Asphalt Concrete <br /> used in pavement repoir hos been in <br /> *Shoulder work not required from Var Depth Shoulder Bocking p/oce for o minimum or 3G hours. <br /> Sto. 0+ 35 to Sta. 2460 and Sto. 21465 0.17 Aspha/t Concrete Overlay �Typ.) <br /> to Sto. 23444. See plan Sheet * 3 for Existing Roadway 3. Woier Vo/ve frames and covers wi11 <br /> ment wdth variations. Toper be adjusted toyrgde by California <br /> pave <br /> A. C. m t w;04' of edge. Woter Service Co. after resurfacing <br /> ROOSEVELT ST. to WATERLOO RD, P <br /> STA. Ot35 to STA, 23144 4. The contractor shall notify the <br /> Stockton Terminal and Costern <br /> *Limits of Mai/box Re/ocot/on. Railrood (Mr. G. N. Corney -g66-7001 <br /> f <br /> Cons a minim urn of 5 working dog's prior <br /> to sior6n9 work. <br /> Limits or Clearing and Drubbing <br /> 4' /I <br /> Iola <br /> 20' Pavement Re/neorc'my fobric--� ' <br /> Conform Uor. Uor. V Comform <br /> i L —J <br /> Vol- Depth Shoulder Bockw3 <br /> '- �Typ. ) 0.17'Asphalt Concrete Overlay <br /> X z Existing Roadway <br /> WATERLOO RD. to CHEROKEE R0. s <br /> STA, 24 f OG to STA. 34 +00 <br /> TYPICAL SfCTIONS <br /> M <br /> 9 <br /> w o COUNTY OF SAN JOAQUIN I NO SCALE TYPICAL SECTIONS IwILSERT STREET Sheet No. <br /> to AND NOTES Roosevelt Street to Cherokee Rood ? or /5 <br /> Drawn By Date I Project Engineer( Date I Checked By I Date I <br /> ,Appproval Recommended B Date De ut Director Datate <br /> /0/67 /i4nsY/e.�Ovllfr <S/of7 11 /"Y8l <br />