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I <br /> ADJUST MANHOLE PAVEMENT REINFORCING <br /> of 6zfi ouWble Jaye FRAMES AND COVERS FABRIC <br /> C welded wire fabric. <br /> H(Tylp.) <br /> Location Quantity Location Quantity <br /> Sta. 8+05 1 Each 0+40 to Sta. 11 +30 2,907 S.Y. <br /> � I I I 6 (Typ ) Sta. 10+07 1 Each <br /> LEGEND <br /> Conform) II (n I I VCar. Depth Asphalt Total 2 Each <br /> —� oncrete 1270 REINFORCED <br /> o I I I I ■ Limits of Asphalt Concrete / �— <br /> Pavement Planing ADJUST STORM DRAIN CONCRETE PIPE (Cl. V) <br /> U.= Depth of Asphalt Concrete \ <br /> Pavement Planing 6 Pour Class B Concrete <br /> Collar to connect pipes INLET FRAMES & GRATES Location Quantity <br /> / / • • � \ \ as shown. <br /> Location Quantity Michigan Ave. (lateral) 14 L.F. <br /> Alpine Ave. (lateral) 20 L.F. <br /> PLAN Sta. 7+85 Rt. 1 Each Total 34 L.F. <br /> Sta. 8+04 Rt. 1 Each <br /> — — — Total 2 Each <br /> _ _ <br /> • .. •• '• Existing 10"0 or 1270 ' STORM DRAIN INLET <br /> . . P.C.C. pipes <br /> Kirk Avenue , _ PAVEMENT REPAIR Location Quantity <br /> ao <br /> Location Quantity Cor. <br /> N.E.n Ave. <br /> Michiga . 1 Each <br /> = _ _ = Alpine Ave. S.E. car. , Each <br /> INTERSECTION DETAILS <br /> Sta. 0+40 to Sta. 10+25 Lt. 818 S.Y. Total 2 Each <br /> Monterey Avenue 12"0 R.C.P. Sta. 10+67 to Sta. 10+75 Lt. 4 S.Y. <br /> Mendocino Avenue Sta. 10+95 to Sta. 11 +13 Lt. 10 S.Y. <br /> Sonoma Avenue Sta. 0+75 to Sta. 1+75 Lt. 67 S.Y. <br /> The flowlines of connected Sta. 7+74 to Sta. 8+09 Lt. 23 S.Y. <br /> pipes shall be the some N.W. Return Mendocino Ave. 23 S.Y. MINOR CONCRETE <br /> elevation. Sta. 0+40 to Sta. 0+75 Rt. 18 S.Y. <br /> PROFILE St . 0+75 to Sta. 3+10 Rt. 184 S.Y. (Curb Gutter & Sidewalk <br /> Sto. <br /> � <br /> . 2+30 to Sta. 3+80 Rt. 83 S.Y. <br /> Sta. 4+40 to Sta. 5+80 Rt. 187 S.Y. <br /> Sta. 4+90 to Sta. 5+80 Rt. 50 S.Y. Location Quantity <br /> Sta. 6+60 to Sta. 8+05 Rt. 81 S.Y. <br /> PIPE CONNECTION DETAILS Sta. 7+95 to Sta. 10+05 Rt. 163 S.Y. Michigan Ave. N.W. Cor. 21 L.F. <br /> Sta. 8+75 to Sta. 11+05 Rt. 153 S.Y. Michigan Ave. N.E. Cor. 25 L.F. <br /> Sta. 10+05 to Sta. 10+10 Rt. 3 S.Y. Monterey Ave. S.W. Cor. 18 L.F. <br /> Monterey Ave. N.W. Cor. 24 L.F. <br /> Existing Toa , Mendocino Ave. <br /> Asphalt Concrete I I * Total 1867 S.Y. S.W. Cor. 18 L.F. <br /> —Sectio t —Line cut Mendocino Ave. N.W. Cor. 23 L.F. <br /> Miscellaneous rens 1 g' Varma{ * <br /> existing A.C. I Sta. 4+76 to Sta. 4+94 Rt. 18 L.F. <br /> Sta. 7+50 to Sta. 7+68 Rt. 18 L.F. <br /> `o `o Existing Curb to Sonoma Ave. S.W. Cor. 22 L.F. <br /> C `c Retaining remain in place. PLANING ASPHALT Sonoma Ave. N.W. Cor. 72 L.F. <br /> o curb <br /> Back of Walk * ��• Sta. 7+73 to Sta. 7+84 <br /> " Limits of Clearing and Grubbing CONCRETE PAVEMENT 2 L.F. <br /> 6 x 1' 2' Existin Width Sto. 8+05 to Sta. 8+30 25 L.F. <br /> (TYP•)� 4' Minimum 6" Alpine Ave. S.E. Cor. 21 L.F. <br /> Saw cut existing � <br /> P.C.C. C.G.&S. 8% _ Location Quantity <br /> 0.60' Asphalt Max. Existing I <br /> Total 316 L.F. <br /> Surface *Gutter <br /> Concrete Top of Curb grade Sta. 0+17 to Sta. 0+32 108 S.Y. <br /> Gutter line shall conform Sta. 0+32 to Sta. 11 +32 Rt. 409 S.Y. <br /> 0.08' 1 to existing radius Conform Sta. 0+32 to Sta. 11 +32 Lt. 457 S.Y. <br /> Gutter fL� O I <br /> 1,4" per ,' Sta. 11 +32 to Sta. 11 +50 152 S.Y. <br /> �ti� MINOR CONCRETE <br /> �cv — Conform I Intersections <br /> LEGEND Lip of Gutter HANDICAP RAMP _ — — - _. ^ .: �^ Monterey Ave. 93 S.Y. (Sidewalk) <br /> D.12 : .. <br /> 0% Relative Compaction Mendocino Ave. 109 S.Y. Quantity <br /> Sta. 7+80f Rt. " Sonoma Ave. 109 S.Y. <br /> Select Native Material) D. + 24 Sta. 8+151 Rt. Location y <br /> Total 1,437 S.Y. <br /> ® 5% Relative Compaction Note: Refer to S.J. Co. Std. R-10A Sta. 1 +70 to Sta. 1 +76 Lt. 2 S.Y. <br /> (Structure Backfill Material) and R-10B for additional details. Minor Concrete Sto. 3+99 to Sta. 4+25 Lt. 9 S.Y. <br /> TRENCH DETAIL *Sto. 7+73 **Sta. 7+84 Sta. 5+78 to Sta. 5+81 Lt. 1 S.Y. <br /> 0Sta. 8+30 **Sta. 8+05 1' Asphalt Concrete <br /> (Miscellaneous Areas) ASPHALT CONCRETE Total 12 S.Y. <br /> Note: Where trenches are solely to remove existing <br /> laterals, the trench width may be reduced to <br /> O.D. + 6" and the structure backfill material CURB, GUTTER AND SIDEWALK DETAIL Type B <br /> will be deleted. <br /> Gutter grade shall a straight grade between conform Location Quantity - FRAMES AND GRATES <br /> r points unless otherwise shown (S.D.I. locations). <br /> Roadway 537 Tons (Storm Drain Inlet) <br /> Const. Intersections 44 Tons <br /> See Note Below Existing Curb, Gutter Pavement Repair 800 Tons <br /> See Note Below Existing Surface and Sidewalk Limits of Clearing and Grubbing Miscellaneous Areas 30 Tons Location Quantity <br /> _� Total 1 ,411 Tons Michigan Ave. N.E. Cor. 1 Each <br /> F3'-0" 6"F Alpine Ave. S.E. Cor. 1 Each <br /> Conform Conform Total 2 Each <br /> - - - - - - - - - - 0.08' <br /> Jl ASPHALT CONCRETE <br /> (Miscellaneous Areas) <br /> 0.60' Asphalt Concrete 0.60' Asphalt Concrete r <br /> � Existing Curb and Gutter <br /> L — L to remain in place. 4" (Minor Concrete) Location Quantity <br /> TRAFFIC LANE AREA ADJACENT TO CURB AND GUTTER ' <br /> Curb and Gutter 39 S.Y. , <br /> SIDEWALK REPAIR DETAIL replacement areas <br /> PAVEMENT REPAIR DETAILS Trench Resurfacing 11 S.Y. Denotes Miscellaneous Facilities <br /> Denotes Miscellaneous Metal <br /> Note: Width, length and locations to Total 50 S.Y. <br /> be determined by the Engineer. <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> Erika A. Richert 4/96 COUNTY OF SAN JOAQUIN SCALE AS SHOWN CONSTRUCTION KIRK AVENUE RESURFACING NO. SHEETS <br /> DETAILS (Michigan Ave. to Alpine Ave.) 4 4 <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE <br /> DA� \erika\kirk\detail.dwg <br />