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PAVEMENT REPAIR <br />Location Quantity <br />(44 Locations) 496 S.Y. <br />PLANING ASPHALT <br />CONCRETE PAVEMENT <br />Location Quantity <br />Sta. 17+05 to Sta. 17+30 <br />233 <br />S.Y. <br />Sta. 60+73 to Sta. 60+88 <br />169 <br />S.Y. <br />INTERSECTIONS <br />Corner <br />(Existing <br />Steward Street <br />100 <br />S.Y. <br />Sanguinetti Lane (east) <br />57 <br />S.Y. <br />Sanguinetti Lane (west) <br />63 <br />S.Y. <br />Vail Avenue <br />30 <br />S.Y. <br />E Street (east) <br />30 <br />S.Y. <br />E Street (west) <br />53 <br />S.Y. <br />Mistletoe Avenue (east) <br />37 <br />S.Y. <br />Mistletoe Avenue (west) <br />30 <br />S.Y. <br />Belvedere Avenue (east) <br />47 <br />S.Y. <br />Belvedere Avenue (west) <br />43 <br />S.Y. <br />Alpine Avenue (east) <br />57 <br />S.Y. <br />Alpine Avenue (west) <br />60 <br />S.Y. <br />PLANING ALONG GUTTER <br />8,056 <br />S.Y. <br />TOTAL <br />9,065 <br />S.Y. <br />ADJUST <br />FRAMES <br />AND COVERS <br />(STORM <br />(MAINTENANCE HOLES) <br />INLETS) <br />Location <br />Corner <br />(Existing <br />Quantity <br />Sta. 48+63t <br />MAINTENANCE <br />HOLES <br />(STORM DRAIN) <br />Sta. 54+29t <br />Sta. <br />21+46± <br />(RT. <br />33') <br />1 <br />Each <br />Sta. <br />25+65f <br />(RT. <br />33') <br />1 <br />Each <br />Sta. <br />29+81± <br />(RT. <br />31') ** <br />1 <br />Each <br />Sta. <br />33+23t <br />(RT. <br />30') <br />1 <br />Each <br />Sta. <br />36+82f <br />(RT. <br />30') <br />1 <br />Each <br />Sta. <br />54+93f <br />(RT. <br />31') <br />1 <br />Each <br />Sanguinetti Lane <br />Sta. 08+45 to <br />Sta. <br />Sta. <br />11+20± <br />(LT. <br />8') <br />1 <br />Each <br />MAINTENANCE <br />HOLES <br />(SANITARY SEWER) <br />Sta. <br />18+09f <br />(RT. <br />25') <br />1 <br />Each <br />Sta. <br />18+58t <br />(LT. <br />38') <br />1 <br />Each <br />Sta. <br />20+99f <br />(RT. <br />28') <br />1 <br />Each <br />Sta. <br />22+79f <br />(LT. <br />38') ** <br />1 <br />Each <br />Sta. <br />24+00f <br />(RT. <br />24') ** <br />1 <br />Each <br />Sta. <br />27+00f <br />(RT. <br />23') <br />1 <br />Each <br />Sta. <br />27+00t <br />(LT. <br />38') <br />1 <br />Each <br />Sta. <br />27+91± <br />LT. <br />26') <br />1 <br />Each <br />Sta. <br />31+40± <br />LT. <br />28' <br />1 <br />Each <br />Sta. <br />31+65± <br />RT. <br />26) <br />1 <br />Each <br />Sta. <br />34+15t <br />(RT. <br />23') <br />1 <br />Each <br />Sta. <br />34+40f <br />(LT. <br />28') <br />1 <br />Each <br />Sta. <br />37+85f <br />(LT. <br />28') <br />1 <br />Each <br />Sta. <br />37+87f <br />(RT. <br />22') <br />1 <br />Each <br />Sta. <br />40+78f <br />(RT. <br />22') <br />1 <br />Each <br />Sta. <br />41+26± <br />(RT. <br />34') <br />1 <br />Each <br />Sta. <br />42+72f <br />(RT. <br />32') <br />1 <br />Each <br />Sta. <br />48+18f <br />(RT. <br />31') <br />1 <br />Each <br />Sta. <br />50+90f <br />(RT. <br />31') <br />1 <br />Each <br />Sta. <br />54+70f <br />(RT. <br />53') <br />1 <br />Each <br />Sta. <br />59+59f <br />(RT. <br />28') <br />1 <br />Each <br />** Not shown <br />on plans <br />TOTAL 28 <br />Each <br />DRAWN BY <br />``:S Enrique Sdva <br />vl <br />FILE NAME <br />DATE PROJECT ENGINEER DATE CHECKED <br />03/09 <br />DRAWER SHEET N0. ACAD <br />E:Projects\2008\Wilson Way\AII plans\S-Ouant <br />ADJUST FRAME AND COVER <br />(DETECTOR HAND HOLES) <br />Location Quantity <br />Sta. 40+60f (RT. 6') 1 Each <br />Sta. 42+53f (RT. 6') 1 Each <br />TOTAL 2 Each <br />ADJUST FRAME AND COVER <br />(SURVEY MONUMENTS) <br />Location Quantity <br />WILSON WAY <br />Sta. 42+31 t (LT. 37') 1 Each <br />SANGUINETTI LANE <br />Sta. 8+95f (RT. 3') 1 Each <br />Sta. 11+05± (LT. 8') 1 Each <br />TOTAL 3 Each <br />ADJUST FRAME AND COVER <br />(PULL BOXES) <br />Location Quantity <br />Sta. 40+57f (RT. 40') 1 Each <br />Sta. 42+58f (LT. 42') 1 Each <br />TOTAL 2 Each <br />ADJUST <br />FRAMES <br />AND GRATES <br />(STORM <br />DRAIN <br />INLETS) <br />Location <br />Corner <br />(Existing <br />Quantity <br />Sta. 48+63t <br />(LT. <br />63') @ <br />ADA Ramp 1 Each <br />Sta. 54+29t <br />(RT. <br />45')0 <br />ADA Ramp 1 Each <br />Sta. 55+44f <br />(LT. <br />45') <br />1 Each <br />Corner <br />(Existing <br />ADA <br />TOTAL 3 Each <br />RETROFIT CURB RAMP <br />DETECTABLE WARNING SURFACE <br />Location Quantity <br />WILSON WAY/Sanguinetti Lane <br />NE <br />Corner <br />(Existing <br />ADA <br />Ramp) <br />1 Each <br />NW <br />Corner <br />(Existing <br />ADA <br />Ramp) <br />1 Each <br />SW <br />Corner <br />(Existing <br />ADA <br />Ramp) <br />1 Each <br />WILSON WAY/Alpine <br />Avenue <br />R.A.C. Walkway <br />SE <br />Corner <br />(Existing <br />ADA <br />Ramp) <br />1 Each <br />TOTAL 4 Each <br />RELOCATE ROADSIDE SIGN <br />Location Quantity <br />Sta. 51+32± (RT. 40') 1 Each <br />DATE APPROVAL RECOMMENDED jD�AATTE <br />3rro' 370 <br />REVISIONS DATE <br />ASPHAL CONCRETE DIKE <br />(TYPE A) <br />Location Quantity <br />Sta. 40+50f (RT.) 92 L.F. <br />Sta. 42+48t (LT.) 54 L.F. <br />TOTAL 146 L.F. <br />REMOVE AND REPLACE <br />ASPHALT CONCRETE DIKE (TYPE C) <br />Location Quantity <br />Sta. 40+10t (RT. 40') 75 L.F. <br />SHOULDER BACKING <br />Location <br />Type <br />Quantity <br />Quantity <br />LEFT SIDE <br />Driveways Type "E" <br />5 <br />123 S.Y. <br />Sta. 56+05 to <br />Sta. <br />57+20 <br />8 <br />Tons. <br />WALKWAY <br />Sta. 49+38 to <br />Sta. <br />50+06 <br />4.5 <br />Tons. <br />MISTLETOE AVE <br />Tons <br />R.A.C. Walkway <br />11.5 <br />Tons. <br />Sta. 50+06 to <br />Sta. <br />50+49 <br />S.F. <br />ALPINE AVENUE <br />corner (Ramp) <br />2.0 <br />7.5 <br />Tons. <br />Sta. 08+20 to <br />RIGHT SIDE <br />Sta. <br />09+30 <br />SW <br />corner (Ramp) <br />VAI L AVE <br />S.Y. <br />TOTAL <br />10.7 <br />Sta. 10+70 to <br />Sta. <br />11+30 <br />4.5 <br />Tons. <br />E STREET <br />Sta. 08+45 to <br />Sta. <br />09+66 <br />7.5 <br />Tons. <br />MISTLETOE AVE <br />Sta. 10+45 to <br />Sta. <br />11+60 <br />8 <br />Tons. <br />BELVEDERE AVE <br />Sta. 08+90 to <br />Sta. <br />09+22 <br />2.5 <br />Tons. <br />TOTAL <br />54 <br />Tons. <br />DRIVEWAYS <br />Type <br />Quantity <br />No. <br />Area <br />Driveways Type "E" <br />5 <br />123 S.Y. <br />RUBBERIZED ASPHALT CONCRETE <br />(GAP GRADED) <br />Location <br />Quantity <br />Main Line <br />2,512 <br />Tons <br />Intersections <br />285 <br />Tons <br />TRANSITIONS <br />WAY/E Street <br />A20B <br />Main line <br />43 <br />Tons <br />Intersections <br />82 <br />Tons <br />Along Gutters <br />537 <br />Tons <br />R.A.C. Walkway <br />11 <br />Tons <br />S.Y. <br />TOTAL 3,470 <br />Tons <br />COUNTY OF SAN JOAQUIN I No SCALE <br />ASPHALT CONCRETE (TYPE B) <br />Location Quantity <br />Driveways 24 Tons <br />Pavement Repair 165 Tons <br />AC Misc. areas 4 Tons <br />TOTAL 193 Tons <br />PLACE ASPHALT CONCRETE <br />(MISC. AREAS) <br />Locations Quantity <br />WILSON <br />WAY/Sanguinetti Lane <br />TYPE <br />Quantity <br />SE <br />corner (Ramp) <br />2.3 <br />S.Y. <br />WILSON <br />WAY/E Street <br />A20B <br />TYPE D <br />SW <br />corner (Ramp) <br />2.0 <br />S.Y. <br />WILSON <br />WAY/Mistletoe Avenue <br />Type III (L) arrow detail A24B <br />882 <br />NE <br />corner (Ramp) <br />2.0 <br />S.Y. <br />WILSON <br />WAY/Belvedere Avenue <br />S.F. <br />SE <br />corner (Ramp) <br />2.0 <br />S.Y. <br />WILSON <br />WAY/Alpine Avenue <br />SW <br />corner (Ramp) <br />2.4 <br />S.Y. <br />TOTAL <br />10.7 <br />S.Y. <br />MINOR CONCRETE <br />CURB, GUTTER & SIDEWALK <br />Locations Quantity <br />WILSON <br />WAY/Sanguinetti Lane <br />TYPE <br />Quantity <br />SE <br />corner (Ramp) <br />21 <br />L.F. <br />WILSON <br />WAY/E Street <br />A20B <br />TYPE D <br />SW <br />corner (Ramp) <br />18 <br />L.F, <br />WILSON <br />WAY/Mistletoe Avenue <br />Type III (L) arrow detail A24B <br />882 <br />NE <br />corner (Ramp) <br />18 <br />L.F. <br />WILSON <br />WAY/Belvedere Avenue <br />S.F. <br />SE <br />corner (Ramp) <br />18 <br />L.F. <br />WILSON <br />WAY/Alpine Avenue <br />SW <br />corner (Ramp) <br />22 <br />L.F. <br />TOTAL <br />97 <br />L.F. <br />4" THERMOPLASTIC STRIPING <br />DETAIL Quantity <br />Striping detail A206-32 14,392 L.F. <br />Striping detail A20A-9 7,693 L.F. <br />Striping detail A20A-22 1,852 L.F. <br />TOTAL 23,937 L.F. <br />6" THERMOPLASTIC STRIPING <br />DETAIL Quantity <br />Striping detail A20D-39A 270 L.F. <br />SUMMARY OF QUANTITIES <br />'ON 133HS I 831MV80 <br />8" THERMOPLASTIC STRIPING <br />DETAIL Quantity <br />Striping detail A20D-38 444 L.F. <br />PAVEMENT MARKERS <br />DETAIL <br />TYPE <br />Quantity <br />A20A <br />TYPE D <br />232 <br />A20A <br />TYPE G <br />135 <br />A20B <br />TYPE D <br />375 <br />A20D <br />TYPE G <br />28 <br />TOTAL <br />770 <br />THERMOPLASTIC <br />PAVEMENT MARKINGS <br />Locations Quantity <br />12" White crosswalk bar <br />and limit line detail A24E <br />1,544 <br />S.F. <br />"Stop" pavement marking detail A24D <br />220 <br />S.F. <br />12" White stop bar detail A24E <br />234 <br />S.F. <br />"Numeral" pavement marking detail A24C <br />78 <br />S.F. <br />"Word" pavement marking detail A24E <br />378 <br />S.F. <br />Type III (L) arrow detail A24B <br />882 <br />S.F. <br />Type II (L) arrow detail A24B <br />90 <br />S.F. <br />TOTAL <br />3,425 <br />S.F. <br />LOOP DETECTOR REPAIR <br />Location Quantity <br />ALPINE AVENUE <br />Sta. 8+65f to Sta. 9+30 t 4 Each <br />ZI No. 38465 Ic <br />*\ Exp. 3-31-11 /* <br />Peter D. Martin <br />Registered Civil Enginner <br />WILSON WAY RESURFACING <br />(Orwood Street to Alpine Avenue) <br />SHEET TOTAL <br />NO. SHEETS <br />10 10 <br />