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v <br />Y <br />m <br />4' <br />Score mark if - <br />Monolithic Pour <br />Var _ <br />5/8" x 24" long steel dowels, - <br />greased and wrapped one side <br />through every expansion joint. <br />Existing Curb \ / <br />and Gutter <br />10.' <br />iP <br />NOTES: <br />1. At locations where Curb, Gutter and Sidewalk <br />Conform replacement is less than 50' in length, new <br />Curb, Gutter and Sidewalk shall match existing <br />2" adjacent curb cross section. Where modified <br />Curb Gutter and Sidewalk is to be placed, a <br />1Y2" 3—foot transition for curb and gutter shall be <br />placed at both ends. <br />ov • o >°. 6 2. Refer to SJCo Std Drawings CW—Cl and <br />} CW—C3 for additional details. <br />3. Transverse weakened plane joints shall be <br />constructed at 12 maximum intervals. <br />1 Y2" X 3 Y2" key. <br />Unless poured <br />monolithic 4" (Min) Aggregate Subbase, Class 4, compacted <br />to a minimum relative compaction of 90% <br />MODIFIED CURB. GUTTER AND SIDEWALK DETAIL <br />See Modified Curb, <br />Gutter and Sidewalk *Maximum Payment Width for <br />Detail above AC (Miscellaneous Areas), <br />unless authorized by Engineer <br />sion joints per I Areas of Curb, Gutter <br />Std Drawing CW—C3 Sidewalk replaceme <br />CURB AND GUTTER TRANSITION DETAIL <br />ASPHALT <br />(MODIFIED TO EXISTING) <br />*1, r <br />�0, Existing <br />< Surface <br />Place AC <br />(Misc Areas) <br />0.30' Thick <br />CONCRETE <br />(MISCELLANEOUS AREAS) DETAIL <br />At all locations of Minor Concrete (Curb, Gutter and Sidewalk) <br />4' Minimum <br />Existing (See Note to right) Note: Approximate dimensions and <br />Surface locations used for estimating <br />I _ — — purposes are available upon <br />—— -- <br />request. Dimensions an <br />locations are subject to change <br />0.20' (Typ)� } at Engineer's discretion. <br />0.30' Asphalt Concrete) 0.50' <br />PAVEMENT REPAIR DETAIL <br />z <br />COUNTY OF SAN JOAQ UIN <br />DRAWN BY DATE <br />I PROJECT EN <br />2' GINEER <br />PAVEMENT REPAIR <br />Location <br />Middlefield Avenue <br />11 Locations Throughout <br />Roselawn Avenue <br />11 Locations Throughout <br />Quanti <br />117 SQYD <br />207 SQYD <br />Total 324 SQYD <br />PLANING ASPHALT CONCRETE PAVEMENT <br />Location Quantity <br />Middlefield Avenue <br />Sta 10+10 to Sta 34+28 7,544 SQYD <br />Roselawn Avenue <br />Sta 10+10 to Sto 34+28 7,523 SQYD <br />Total 15,067 SQYD <br />PAV�M�NT REtNFORCI�IC �FA$Ri� <br />Location <br />Middlefield Avenue <br />Sta 10+10 to sta mak'+28— <br />Roselawn Avenue <br />f -eta 10+ 10�t= 8— <br />Ct�Ofac1 f'QNv�pct u1C " <br />&1_w• !L.AIMtJA a c4r a.: <br />QU <br />6,985 SQYD— <br />= 6,965 SQYB— <br />4" PCC with Existing Conform to existing <br />MIDDLEFIELD AVENUE: �i Drivewa Width '� drivewa Ex ansion <br />Sta 18+75 (L)6"—W1.4' X 1.4 I Y 1 Y( P <br />Sta 18+95 (L) Welded Wire Fabric over Joint) Dowel ® 36" max <br />4" (Min) AS, Class IV } 3'± intervals with #5 rebar <br />Conform to back of sidewalk (Expansion Joint)) New BOW) New CG&S <br />Dowel @ 36" max intervals with #5 (ebur <br />DRIVEWAY DETAIL <br />No SCALE I CONSTRUCTION DETAILS AND <br />SUMMARY OF QUANTITIES <br />DATE CHECKED BY DATE I <br />Note: Payment for driveways <br />shall <br />be considered <br />as included in the <br />Minor Concrete (Curb, <br />Gutter <br />and Sidewalk) <br />item of work. <br />MIDDLEFIELD AVENUE AND ROSELAWN AVENUE RESURFACING I sheet No. <br />(Mission Road to Pershing Avenue; Mission Road to Pershing Avenue) 5 of 6 <br />