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Consf o <br /> GENERAL NOTES: I 4': Sta 23+OG to <br /> -_ Limns of �I S:c 33+34�(Rt) _ <br /> 1. Placement of Asphalt Concrete overlay shall not begin ClearingFG ur bbing I <br /> t P _-__ 12 - - -- - __ 12' 2 2 <br /> been m place for 18 hours. o <br /> until he Asphalt Concrete used in pavement repair has -� 7 2' ^- <br /> to <br /> 2. Asphalt Concrete shall be laced as follows: a Ir -- 22' Pavement Reinforcing Fabric - - I <br /> a <br /> i <br /> Sto 11 +18 to Sto 31 +00 and Sta 69+00 to Sto 84+31 3 <br /> J <br /> I i <br /> 0.25' AC :Two (2) layers of approximate equal thickness 6% -Var I Va r� %'. <br /> over Pavement Reinforcing Fabric. <br /> I <br /> Sta 31 �+CO to Sta 69+00 ---__ -<,__f --- - - -- I - - - _T _- - <br /> Existing Roadway= 0.25' AC Overlay <br /> 0.25' AC :Two (2) layers of approximate equal thickness <br /> Shoulder backing <br /> with Pavement Reinforcing Mesh between layers. (Typ) - <br /> TYPICAL SECTION <br /> 3. Existing drainage facilities, fences, frames and covers, Sto 11 +18 to Sto 31+00 <br /> trees, shrubs, and ether frontage improvements shall <br /> remain in place unless otherwise noted on the plans. �'COQSI <br /> 4. Shoulder uacking Material at all intersection radii shall receive * (halt Concrete _ Limits of <br /> P ___..__-_ _ _ __ ..__. - <br /> Plus fifty feet 57 in each di <br /> rection or to intersection conform. oMisc Areas) Clearing & 'Grubbing <br /> penetration treatment at 0.25 anon s uare yard. Limits of <br /> penetration treatment work shall be confined to intersection radii See Detail * „� <br /> P Y ( ) i n Sht No. 4 -� 2' 2 11 12' __-_ 11'_12 _..--!2 2 <br /> for locations ° II 5 Pvmt I 5 Pvmt ° <br /> 5. Contractor shall obtain an Encroachment Permit from Caltrans _ _ <br /> Encroachment Permit ('f-re for work and signing within `; i Mesh -^- Mesh ° <br /> State..'s right-of-way. 3li 8� Vor_ Varma 3 <br /> 6. The Contractor shall obtain an Encroachment Permit end _A __. <br /> R <br /> enter into an agreement with Stockton Terminal & Eastern Existing Roadwa - <br /> Railroad for work within the Stockton Terminal & Eac`,ern Ralroad 0.25' AC ''v„rlay <br /> T ( YP) J <br /> y- <br /> right-of-way Shoulder Backing T <br /> TYPICAL SECTION <br /> 7. All earthwork, except final grading of the shoulders, shall be <br /> Sta 31+00 to Stu 69+ v <br /> completed prior to placing final layer of asphalt concrete. <br /> No Shoulder Backing shall be deposited or drifted onto the <br /> final lift of asphalt concrete surfacing. =.., jFCOASt <br /> Ir _.__ _ Limitsi of <br /> Clearing & 'Grubbing � <br /> - 2 2''f� — 11' - 11 7 2' F-- <br /> - Ea rthwork <br /> (Misc Areas) <br /> - g ------ -I `; See Detail <br /> ------ 20'oPavement Rei !0�- REGO <br /> o on Sht No. 4 <br /> - -- n`orcin Fabric - <br /> a <br /> t 3 3 for locations <br /> Pl G <br /> A Existing Roadway 1-0.25' AC v r <br /> IZ Shoulder Backing (Typ) Corrections By .-- <br /> (n z TYPICAL SECTION r'r Changes\ y � <br /> O <br /> Sta 69+00 to Sta 84+31 _.. ,ar-, .,., '.ould Vern, <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS & GENERAL NOTES BEYER LANE RESIJRFA�,'NG Sheet Na. <br /> (State Route 26 to State Route 88) 2 of 5 <br /> DRAWN By DATE PROJECT ENGINEER DATE CHECKE` DATE APPROVAL RECOMMENDED DATE <br /> 7as(iroSesswns 1007 �yio.., fyy�7ry31i- Y-- �-tip '52 <br />