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i I <br /> R/w <br /> f Const. GENERAL NOTES <br /> II. X -Sections ore ovoRob/e, upon request, of the <br /> '9Limd5 of Clearing f Grubbing, Eorthwork (Roodwoy Widening Son Jooquin County Pub/ic Works OfY'ice, <br /> 2. Monumenfs - Survey monument fromes and covers <br /> 6 /O /0 6' Sho/l be placed of Sto. 397* 74 and Sto. 427+ 74 ZJ <br /> Refer to Son J009uin County Std, No. 6-3. <br /> Conform /�t� �Vor. ✓oInt 3. Imported Borrow sholl be o cloy type moteriol <br /> ✓ar. selected for its bi/ity to resist erosion. Sond <br /> r. _ <br /> Conform o <br /> - - yor_ Equivalent and R - value requirements sho// be <br /> woived Por this moterio% <br /> Imported Borrow 4. Aspho/t Concrete Poaching and Fog Seol of <br /> (Typicol ) 0.30A.C. Bose Existing Roodwoy Sorgent Rend and Turner Rood sho/l be as <br /> ( Typical) 0.21'AsphoIt Concrete directed by the Engineer, Poyment for this work <br /> Refer to Sheet # 3 for beginning shot/ be by Item */, Force Account <br /> and ending of project details. 5. Refer to Son Joo?uin County 5tondord No. G-I <br /> Limits of Moi/box Relocation TYPICAL SECTION for trench bockf>/1 requirements. <br /> Sto,*37/f 70 to Sto. 375 + 00 6. Existinq pavement morkers moy be left in place. <br /> Sto. 381 + 80 to Stc:"427 +30 <br /> R/W <br /> 2 Const. <br /> I <br /> Limits of Clearing e' Grubbing, Eorthwork (Roodway Widening <br /> z ^ 4" 6' /O' /O' 6' 4' <br /> W <br /> In <br /> W <br /> aConform ✓0r 8. _ 2'/e 2 - gMM �A Var Conform <br /> mss-- - - <br /> A0.30'(Typicol ) 0.ZPA5pho/t Concrete Im��°°orted Borrow <br /> Vor. Depth A.C. Bose l Typicol <br /> Existing Roodwoy <br /> a <br /> z A Trench widening not required <br /> $ f'r om Sto. 376 +00 to Sto. 381 f 00 rYPICA L SECTION <br /> (�$ Sto. 375 + 00 to Sto. 381 +80 <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS ROAD DIST. 4 WIDENING izESURFAC/N Sheer No. <br /> DAVIS ROAD 2 of 8 <br /> Project En ineer I Dote Checked B Do ta Asaoe(ate En ineer Date Approval ecommen ed By I Dote <br /> 01! r/83 _ s/93 I s. Q rem <br />