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b <br />41O <br />SHOULDER BACKING <br />Location Quantity (TON) <br />Sta 9+52 to Sta 56+65 (Lt) 144 <br />Sto 9+52 to Sta 56+65 (Rt) 78 <br />Total 222 <br />PENETRATION TREATMENT I <br />Location Quantity (SQYD) I <br />Kimberly Lane <br />® <br />Hildreth Lane <br />Sto 9+36 to <br />Sta <br />9+86 (Lt & Rt) <br />Canepa Road <br />® <br />Hildreth Lane <br />Sta 10+11 to <br />Sto <br />10+61 (Lt & Rt) <br />Amande Court <br />® <br />Hildreth Lane <br />Sto 9+25 to <br />Sta <br />9+86 (Lt & Rt) <br />Morada Lane ® Hildreth Lane <br />Sta 9+29 to <br />Sta <br />9+86 (Lt & Rt) <br />Mulberry Lane <br />® <br />Hildreth Lane <br />Sta 9+16 to <br />Sta <br />9+86 (Lt & Rt) <br />End Conform <br />Amande Court <br />® Hildreth Lane <br />Sta 56+15 to <br />Sta <br />56+65 (Lt & Rt) <br />15 <br />15 <br />19 <br />19 <br />31 <br />78 <br />Total 179 <br />DRIVEWAY (TYPE D) <br />Location Quantity (SQYD) <br />14 Locations Total 170 <br />DRIVEWAY (TYPE E) <br />Location Quantity (SQYD) <br />40 Locations Total 490 <br />Corradtons By <br />Mo Changes By <br />late 263 <br />\4,iy person Using This !?rawing Shcn. <br />HOT MIX ASPHALT (TYPE A) <br />Location Quantity (TON) <br />Begin Conform <br />OF SAN <br />Sta 9+52 to <br />Sta <br />11+02 <br />Mainline Paving <br />® CCTC <br />DATE <br />Sta 11 +02 to <br />Sta <br />56+15 <br />End Conform <br />® Hildreth Lane <br />Match Exist [ <br />Sta 56+15 to <br />Sta <br />56+65 <br />Kimberly Lane <br />® Hildreth Lane <br />Sta 9+36 to <br />Sta <br />9+86 <br />Canepa Road <br />® Hildreth Lane <br />1" thicker than existing <br />Sta 10+11 to <br />Sta <br />10+61 <br />Amande Court <br />® Hildreth Lane <br />Sta 9+25 to <br />Sta <br />9+86 <br />Morada Lane <br />® Hildreth Lane <br />Sta 9+29 to <br />Sta <br />9+86 <br />Mulberry Lane <br />® Ashley Lane <br />Sta 9+16 to <br />Sta <br />9+86 <br />Driveway (Type D) <br />Total <br />14 Locations <br />Driveway (Type E� <br />40 Locations <br />Pavement Repair <br />Locations determined by Engineer <br />47 <br />1,354 <br />21 <br />22 <br />15 <br />34 <br />20 <br />49 <br />34 <br />47 <br />17 <br />Total 1,660 <br />COLD PLANE PAVEMENT <br />OF SAN <br />Location <br />Quantity <br />(SQYD) <br />Begin Conform <br />® CCTC <br />DATE <br />Sta 9+52 to <br />Sta 11+02 <br />418 <br />Kimberly Lane <br />® Hildreth Lane <br />Match Exist [ <br />Sta 9+36 to <br />Sto 9+86 <br />191 <br />Canepa Road <br />® Hildreth Lane <br />Sta 10+11 to <br />Sta 10+61 <br />134 <br />Amande Court <br />® Hildreth Lane <br />1" thicker than existing <br />Sta 9+25 to <br />Sto 9+86 <br />303 <br />Morada Lane <br />® Hildreth Lane <br />I Sto 9+29 to <br />Sta 9+86 <br />175 <br />Mulberry Lane <br />® Hildreth Lane <br />Sta 9+16 to <br />Sta 9+86 <br />431 <br />End Conform <br />® Ashley Lane <br />Sto 56+15 to <br />Sta 56+65 <br />183 <br />Total <br />1,835 <br />COUNTY <br />OF SAN <br />JOAQUIN <br />NO SCALE <br />DRAWN BY <br />DATE <br />PROD CT ENGINEER <br />DATE <br />525 S 0 v-\ 5 <br />2/8/23 <br />2S S o v,n 5 <br />2/8/23 <br />SUMMARY OF QUANTITIES <br />CHECKED DATE <br />PAVEMENT REPAIR <br />Location Quantity (SQYD) <br />Determined by the Engineer Total 100 <br />12" REINFORCED CONCRETE PIPE (CLASS IV) <br />Location Quantity (LF) <br />Sta 56+40 50 <br />Tota 1 50 <br />ADJUST FRAME AND COVER (MONUMENT) <br />Location Quantity (EA) <br />Sta 10+20 (2' Lt) 1 <br />Sta 28+21 (22' Lt) © Amande Court 1 <br />Total 2 <br />See Note 0.25' HMA r Existing <br />(Min) ' Surface <br />Class II�- <br />'T Var depth <br />Aggregate --, o <br />Base-- <1 - <br />0 1'-4" Min <br />0 10" I <br />[ <br />Place 12" RCP <br />Min <br />Match Exist [ <br />' <br />Invert Elev & <br />Cross Slope of <br />Exist Pipe <br />Native <br />Material <br />CROSS <br />DRAIN DETAIL <br />Sta 56+40 <br />NOTE: Place HMA <br />1" thicker than existing <br />pavement with a <br />minimum thickness of <br />0.25'. <br />The cost for Class II Aggregate Base must <br />be paid for by the 12" Reinforced Concrete <br />Pipe (Class IV) bid item of work. <br />HILDRETH LANE RESURFACING <br />(Alhambra Avenue to Ashley Lane) <br />Sheet No. <br />5 of 5 <br />