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r*� <br />�n <br />- <br />PAVEMENT <br />EPAIR <br />Location Quantity <br />34 Locations •. <br />Total• • <br />PAVEMENT <br />Location Quantity <br />Sta 11+00 to Sta 11+50 144 SQYD <br />Sta 219+30 to Sta 219+50 53 SQYD <br />Shelton Road north at Waverly Roa< 72 SQYD <br />Total 269 SQYD <br />EARTHWORK <br />(MISCELLANEOUS AREAS) <br />Location Quantity <br />Sta 85+70 to Sta 86+20 (Lt) 0.5 STA <br />Sta 85+70 to Sta 86+20 (Rt) 0.5 STA <br />Sta 102+25 to Sta 103+75 (Lt) 1.5 STA <br />Sta 204+66 to Sta 205+00 (Rt) 0.3 STA <br />Total 2.8 STA <br />SHOULDER BACKING <br />Locat on Quantity <br />Sta •• to • . TON <br />Total 31966 • <br />DRIVEWAY (TYPE D) <br />Location Quantity <br />18 Locations 574 SQYD <br />Total 574 SQYD <br />DRIVEWAY (TYPE - <br />LocationQuantity <br />30 Locations• • <br />. t a 11158 SQYD <br />PENETRATION TREATMENT <br />Location Quantity <br />4 Locations 265 SQYD <br />Total 265 SQYD <br />ASPHALT CONCRETE (TYPE B) <br />Location Quantity <br />MaiWine Resurfacing 9,746 TON <br />Gilmore Rd Intersection 16 TON <br />Pavement Repa i r 217 TON <br />Driveway 231 TON <br />Asphalt Concrete (Misc Areas) 6TON <br />Asphalt Concrete Dike 83 TON <br />OOUN'I'Y OF SAN �OAQUIN �C SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />(neerrt �r 12113 <br />Total 10,299 TON <br />PLACE ASPHALT CONCRETE <br />(MISCELLANEOUS AREAS) <br />Location Quantity <br />6 Locations 47 SQYD <br />Total 47 SQYD <br />PLACE ASPHALT CONCRETE DIKE <br />(TYPE A) <br />Location Quantity <br />Sta 172+65 <br />REMOVE AND <br />DISPOSE <br />173+38 <br />(Lt) <br />ASPHALT CONCRETE <br />DIKE <br />Sta <br />Location <br />to <br />Sta <br />174+50 <br />(Lt) <br />Quantity <br />Sta <br />164+11 <br />to <br />Sta <br />170+98 <br />(Lt) <br />687 <br />LF <br />Sta <br />171+22 <br />to <br />Sta <br />175+42 <br />(Lt) <br />420 <br />LF <br />Sta <br />194+75 <br />to <br />Sta <br />200+42 <br />(Lt) <br />567 <br />LF <br />Sta <br />157+14 <br />to <br />Sta <br />160+94 <br />(Rt) <br />380 <br />LF <br />Sta <br />164+87 <br />to <br />Sta <br />167+78 <br />(Rt) <br />491 <br />LF <br />Sta <br />197+30 <br />to <br />Sta <br />211+23 <br />(Rt) <br />11393 <br />LF <br />Sta <br />217+98 <br />to <br />Sta <br />218+85 <br />(Rt) <br />76 <br />LF <br />LF <br />Total 4,014 <br />LF <br />LF <br />EARTHWORK <br />(MISCELLANEOUS AREAS) <br />Location Quantity <br />Sta 85+70 to Sta 86+20 (Lt) 0.5 STA <br />Sta 85+70 to Sta 86+20 (Rt) 0.5 STA <br />Sta 102+25 to Sta 103+75 (Lt) 1.5 STA <br />Sta 204+66 to Sta 205+00 (Rt) 0.3 STA <br />Total 2.8 STA <br />SHOULDER BACKING <br />Locat on Quantity <br />Sta •• to • . TON <br />Total 31966 • <br />DRIVEWAY (TYPE D) <br />Location Quantity <br />18 Locations 574 SQYD <br />Total 574 SQYD <br />DRIVEWAY (TYPE - <br />LocationQuantity <br />30 Locations• • <br />. t a 11158 SQYD <br />PENETRATION TREATMENT <br />Location Quantity <br />4 Locations 265 SQYD <br />Total 265 SQYD <br />ASPHALT CONCRETE (TYPE B) <br />Location Quantity <br />MaiWine Resurfacing 9,746 TON <br />Gilmore Rd Intersection 16 TON <br />Pavement Repa i r 217 TON <br />Driveway 231 TON <br />Asphalt Concrete (Misc Areas) 6TON <br />Asphalt Concrete Dike 83 TON <br />OOUN'I'Y OF SAN �OAQUIN �C SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />(neerrt �r 12113 <br />Total 10,299 TON <br />PLACE ASPHALT CONCRETE <br />(MISCELLANEOUS AREAS) <br />Location Quantity <br />6 Locations 47 SQYD <br />Total 47 SQYD <br />PLACE ASPHALT CONCRETE DIKE <br />(TYPE A) <br />Location Quantity <br />Sta 172+65 <br />to <br />Sta <br />173+38 <br />(Lt) <br />73 <br />LF <br />Sta <br />173+91 <br />to <br />Sta <br />174+50 <br />(Lt) <br />59 <br />LF <br />Sta <br />174+93 <br />to <br />Sta <br />175+42 <br />(Lt) <br />49 <br />LF <br />Sta <br />194+85 <br />to <br />Sta <br />200+27 <br />(Lt) <br />542 <br />LF <br />Sta <br />157+14 <br />to <br />Sta <br />160+94 <br />(Rt) <br />380 <br />LF <br />Sta <br />164+87 <br />to <br />Sta <br />169+78 <br />(Rt) <br />491 <br />LF <br />Sta <br />197+30 <br />to <br />Sta <br />204+98 <br />(Rt) <br />768 <br />LF <br />Sta <br />205+38 <br />to <br />Sta <br />211+25 <br />(Rt) <br />587 <br />LF <br />Sta <br />217+98 <br />to <br />Sta <br />218+85 <br />(Rt) <br />76 <br />LF <br />Total <br />31025 <br />LF <br />PLACE ASPHALT CONCRETE DIKE <br />(TYPE C) <br />Location Quantity <br />Sta 172+27 to Sta 172+65 (Lt) 38 LF <br />Sta 173+38 to Sta 173+91 (Lt) 53 LF <br />Sta 174+50 to Sta 174+93 (Lt) 43 LF <br />Sta 204+98 to Sta 205+38 (Rt) 40 LF <br />Total 174 LF <br />PAVEMENT REINFORCING FABRIC <br />Location Quantity <br />Sta 11+p0 to Sta 219+50 50,967 SQYD <br />Total SQ967 SQYD <br />CHECKED <br />t <br />2 r <br />SHOTCRETE <br />Loeation Quantity <br />Sia 1_64+11 to Sta 172+27 (Lt) 90 CY <br />Tota I 90 CY (F) <br />(l) denotes Final Pay Quantities <br />CORRUGATED <br />STEEL PIPE (0.10911THICK) <br />• <br />QuantitySTEEL PIPE 0 <br />STEEL PIPE (0,07911 THICK) <br />ation <br />Total 36 LF <br />SI���T®N ROAD RESURFACING <br />(Eao®Ion�Hellota Road to Wavr;rty Road)" _. <br />Sheet No. <br />9 of 9 <br />PLACE MONUMENT <br />FRAME AND COVER <br />Location <br />Quantity <br />Sta <br />15+99 <br />(5.0' <br />Lt) <br />1 <br />EACH <br />Sta <br />19+36 <br />(6.8' <br />Lt) <br />1 <br />EACH <br />Sta <br />29+18 <br />(8.4' <br />Lt) <br />1 <br />EACH <br />Sta <br />31+48 <br />(3.2' <br />Lt) <br />1 <br />EACH <br />Sta <br />34+88 <br />(5.0' <br />Lt) <br />1 <br />EACH <br />Sta <br />71+78 <br />(1.1' <br />Rt) <br />1 <br />EACH <br />Total <br />6 <br />EACH <br />SI���T®N ROAD RESURFACING <br />(Eao®Ion�Hellota Road to Wavr;rty Road)" _. <br />Sheet No. <br />9 of 9 <br />