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PAVEMENT REPAIR (TYPE 1) <br />Location Quantity <br />221 Locations throughout project 7,364 SY <br />PAVEMENT REPAIR (TYPE 2) <br />Location Quantity <br />5 Locations throughout project 1,257 SY <br />PLANING ASPHALT CONCRETE <br />PAVEMENT <br />Location <br />Quantity <br />Mainline <br />DIKE (TYPE A) <br />Location <br />Sta 150+91 to Sta 151 +41 <br />180 <br />SY <br />Sto 301+50 to Sta 302+00 <br />151 <br />SY <br />Intersections <br />LF <br />South Radius <br />Hansen Road <br />LF <br />Grant Line Road (W) <br />Sta 8+30 to Sto 8+55 <br />83 <br />SY <br />Reeve Road <br />LF <br />South Radius(East <br />Sta 10+77 to Sta 10+87 <br />24 <br />SY <br />Grant Line Road (West) <br />LF <br />238+88 <br />Sta 7+00 to Sta 7+25 <br />98 <br />SY <br />Grant Line Road (East) <br />247+54 <br />Rt) <br />Sto 10+69 to Sta 10+97 <br />134 <br />SY <br />Von Sosten Road <br />Lt) <br />Sta 239+18 <br />Sta 8+65 to Sta 8+85 <br />53 <br />SY <br />Total <br />723 <br />SY <br />ADJUST FRAME AND COVER <br />(MAINTENANCE HOLE) <br />Location Quantity <br />Sta 293+77 (16' Rt) 1 Each <br />Sta 297+73 (17' Rt) 1 Each <br />Sta 301+71 (15' Rt) 1 Each <br />Total 3 Each <br />REMOVE AND <br />REPLACE ASPHALT <br />CONCRETE <br />DIKE (TYPE A) <br />Location <br />Location <br />Quantity <br />Hansen Road <br />Mainline <br />Location <br />North Radius <br />79 <br />LF <br />South Radius <br />81 <br />LF <br />Grant Line Road (W) <br />Sta <br />213+80 <br />North Radius <br />282 <br />LF <br />South Radius(East <br />section) 272 <br />LF <br />South Radius (West <br />section) 88 <br />LF <br />238+88 <br />Total 802 <br />LF <br />OBLITERATE SURFACING <br />Location Quantity <br />Grant Line Road (West) 207 SY <br />Conform @ EP <br />_EP <br />7' / <br />Coriform—/IfIre Existing Width <br />12' Min <br />TYPE D <br />0.30' Asphalt Concrete <br />over shaped & compacted <br />native material. <br />_EP <br />RELOCATE ROADSIDE SIGN <br />WITH BEACON <br />Location Quantity <br />Mainline <br />Sta 300+33 (Rt) 1 Each <br />RELOCATE <br />ROADSIDE <br />SIGN <br />Location <br />(ROADWAY <br />WIDENING - <br />Quantity <br />Mainline <br />Location <br />Sta 302+00 <br />23 Stations <br />Sta <br />151+15 <br />Rt <br />Sta 293+10 to <br />1 Each <br />Sta <br />213+80 <br />Rt <br />Sta 150+91 <br />1 Each <br />Sta <br />218+27 <br />Rt <br />Stations <br />1 Each <br />Sta <br />238+88 <br />CL) <br />67 <br />1 Each <br />Sta <br />247+54 <br />Rt) <br />(Lt) <br />1 Each <br />Sta <br />247+55 <br />Lt) <br />Sta 239+18 <br />1 Each <br />Sta <br />250+36 <br />CL) <br />to <br />1 Each <br />Sta <br />260+35 <br />Rt) <br />Sta 273+53 <br />1 Each <br />Sto <br />267+36 <br />Rt) <br />Stations <br />1 Each <br />Sto <br />283+22 (L)1 <br />(Rt) <br />2 <br />Each <br />Sto <br />288+36 <br />Rt) <br />Sta 8+65 to Sta 9+74 <br />1 Each <br />Sta <br />294+06 (Lt) <br />Pavement Repair <br />2 <br />1 Each <br />Sta <br />296+00 <br />Rt) <br />2 <br />1 Each <br />Sta <br />298+95 <br />Rt) <br />Total <br />1 Each <br />Intersections <br />Mainline <br />Sto <br />9+72 Rt <br />Grantline <br />Road (W) <br />1 Each <br />Sta <br />9+78 Rt <br />Hansen <br />Road <br />1 Each <br />Sta <br />9+63 Rt <br />IRt <br />Grantline <br />Road (W) <br />1 Each <br />Sta <br />9+78 <br />Von Sosten Road <br />1 Each <br />Sta 169+86 to Sta 239+18 <br />Rt <br />1,027 <br />Total 18 Each <br />RELOCATE ROADSIDE SIGN <br />WITH BEACON <br />Location Quantity <br />Mainline <br />Sta 300+33 (Rt) 1 Each <br />SHOULDER BACKING <br />Location Quantity <br />Sta 150+91 to Sta 302+00 3,423 Tons <br />Conform @ EP <br />_ Existing Width <br />r 12' Min Conform <br />TYPE E <br />Variable depth Asphalt Concrete over existing paved driveway. <br />R = Conform to Existing Radii <br />TYPICAL DRIVEWAY DETAILS <br />i we 4' Minimum 1111 - <br />DRIVEWAYS (TYPE D) <br />Location Quantity <br />2 Locations 55 SY <br />DRIVEWAYS (TYPE E) <br />Location Quantit <br />4 Locations 103 SY <br />PENETRATION <br />EARTHWORK <br />EARTHWORK <br />(ROADWAY <br />WIDENING - <br />(ROADWAY <br />WIDENING - <br />TYPE <br />1) <br />Location <br />Sta 302+00 <br />23 Stations <br />Sta 278+60 to <br />Quantity <br />Mainline <br />Sta 293+10 to <br />Sta 302+00 <br />9 Stations <br />77 <br />Total <br />Sta 150+91 <br />to <br />Sta 167+15 <br />(Rt) <br />16 <br />Stations <br />Sta 150+91 <br />to <br />Sta 217+79 <br />(Lt) <br />67 <br />Stations <br />Sto 218+68 <br />to <br />Sta 268+25 <br />(Lt) <br />50 <br />Stations <br />Sta 169+86 <br />to <br />Sta 239+18 <br />(Rt) <br />69 <br />Stations <br />Sta 250+97 <br />to <br />Sta 267+95 <br />(Rt) <br />17 <br />Stations <br />Sta 273+53 <br />to <br />Sta 278+60 <br />(Lt) <br />5 <br />Stations <br />Sto 276+26 <br />to <br />Sta 278+60 <br />(Rt) <br />2 <br />Stations <br />Grantline Road <br />(W) <br />Sta 8+65 to Sta 9+74 <br />Sta 7+00 to <br />Sta 8+97 (Rt) <br />Pavement Repair <br />2 <br />Stations <br />Sta 7+00 to <br />Sta 9+00 (Lt) <br />2 <br />Stations <br />Type 2 (5 Locations) <br />838 <br />Total <br />230 <br />Stations <br />SHOULDER BACKING <br />Location Quantity <br />Sta 150+91 to Sta 302+00 3,423 Tons <br />Conform @ EP <br />_ Existing Width <br />r 12' Min Conform <br />TYPE E <br />Variable depth Asphalt Concrete over existing paved driveway. <br />R = Conform to Existing Radii <br />TYPICAL DRIVEWAY DETAILS <br />i we 4' Minimum 1111 - <br />DRIVEWAYS (TYPE D) <br />Location Quantity <br />2 Locations 55 SY <br />DRIVEWAYS (TYPE E) <br />Location Quantit <br />4 Locations 103 SY <br />PENETRATION <br />EARTHWORK <br />Location <br />(ROADWAY <br />WIDENING - <br />TYPE 2) <br />Location <br />Sto 151 +41 to Sta 301 +50 <br />Quantity <br />Sta 278+60 to <br />Sta 302+00 <br />23 Stations <br />Sta 278+60 to <br />Sta 291 +80 <br />13 Stations <br />Sta 293+10 to <br />Sta 302+00 <br />9 Stations <br />77 <br />Total <br />45 Stations <br />SHOULDER BACKING <br />Location Quantity <br />Sta 150+91 to Sta 302+00 3,423 Tons <br />Conform @ EP <br />_ Existing Width <br />r 12' Min Conform <br />TYPE E <br />Variable depth Asphalt Concrete over existing paved driveway. <br />R = Conform to Existing Radii <br />TYPICAL DRIVEWAY DETAILS <br />i we 4' Minimum 1111 - <br />DRIVEWAYS (TYPE D) <br />Location Quantity <br />2 Locations 55 SY <br />DRIVEWAYS (TYPE E) <br />Location Quantit <br />4 Locations 103 SY <br />PENETRATION <br />TREATMENT <br />Location <br />Location <br />Quantity <br />Reeve Road <br />124 <br />Sto 151 +41 to Sta 301 +50 <br />NW Radius <br />58 <br />SY <br />SW Radius <br />62 <br />SY <br />Grant Line Road (East) <br />SY <br />Reeve Road <br />NE Radius <br />77 <br />SY <br />SE Radius <br />50 <br />SY <br />Von Sosten Road <br />Tons <br />Intersections <br />NW Radius <br />55 <br />SY <br />SW Radius <br />60 <br />SY <br />257 <br />Total 362 <br />SY <br />ASPHALT CONCRETE (TYPE <br />A) <br />Location <br />Quantity <br />Quantity <br />Mainline <br />124 <br />Sto 151 +41 to Sta 301 +50 <br />44,267 <br />Sta 151 +91 to Sta 301 +00 <br />Hansen Road <br />11,589 <br />Tons <br />Transitions <br />728 <br />SY <br />Reeve Road <br />Sta 150+91 to Sta 151 +91 <br />198 <br />44 <br />Tons <br />Sta 301 +00 to Sta 302+00 <br />Grant Line Road (West) <br />44 <br />Tons <br />Intersections <br />1,684 <br />SY <br />Grant Line Road (East) <br />Hansen Road <br />Sta 10+30 to Sta 10+61 <br />257 <br />Sta 8+30 to Sta 9+79 <br />Von Sosten Road <br />139 <br />Tons <br />Reeve Road <br />340 <br />SY <br />Total <br />Sta 10+18 to Sta 10+87 <br />SY <br />57 <br />Tons <br />Grant Line Road (West) <br />Sta 7+00 to Sta 9+68 <br />285 <br />Tons <br />Grant Line Road (East) <br />Sta 10+30 to Sta 10+97 <br />51 <br />Tons <br />Von Sosten Road <br />Sta 8+65 to Sta 9+74 <br />63 <br />Tons <br />Pavement Repair <br />Type 1 (221 Locations) <br />4,909 <br />Tons <br />Type 2 (5 Locations) <br />838 <br />Tons <br />Road Widening (Type <br />Mainline <br />Sta 150+91 to Sta 217+79 <br />Lt <br />991 <br />Tons <br />Sta 218+68 to Sta 268+25 <br />Lt <br />734 <br />Tons <br />Sto 273+53 to Sta 278+60 <br />Lt <br />117 <br />Tons <br />Sto 150+91 to Sta 167+15 <br />Rt <br />IRtl <br />241 <br />Tons <br />Sta 169+86 to Sta 239+18 <br />Rt <br />1,027 <br />Tons <br />Sta 250+97 to Sta 267+95 <br />Rt <br />254 <br />Tons <br />Sta 276+26 to Sta 278+60 <br />35 <br />Tons <br />Grantline Road (W) <br />Sta 7+00 to Sta� 9+00 Lt) <br />33 <br />Tons <br />Sta 7+00 to Sta 8+97 �Rt) <br />174 <br />Tons <br />Road Widening (Tyne 2) <br />Sto 278+60 to Sta 302+00 <br />Lt) <br />1,432 <br />Tons <br />Sta 278+60 to Sta 291 +80 <br />Rt) <br />539 <br />Tons <br />Sto 293+10 to Sta 302+00 <br />Rt) <br />303 <br />Tons <br />Asphalt Concrete (Type B) <br />Driveways (Type D & E) <br />22 <br />Tons <br />Replace AC Dike (Type A) <br />22 <br />Tons <br />Total <br />23,944 <br />Tons <br />L.ww r Opllvlt <br />Concrete <br />PAVEMENT REPAIR <br />PAVEMENT REINFORCING <br />FABRIC <br />Location <br />Quantity <br />Mainline <br />4 <br />124 <br />Sto 151 +41 to Sta 301 +50 <br />44,267 <br />SY <br />Hansen Road <br />SF <br />RR Limit Lines <br />Sta 8+55 to Sto 9+79 <br />728 <br />SY <br />Reeve Road <br />6 <br />198 <br />Sto 10+18 to Sto 10+77 <br />214 <br />SY <br />Grant Line Road (West) <br />SF <br />Sta 7+25 to Stn 9+70 <br />1,684 <br />SY <br />Grant Line Road (East) <br />Sta 10+30 to Sta 10+61 <br />257 <br />SY <br />Von Sosten Road <br />1,212 <br />LF <br />Sta 8+85 to Sto 9+74 <br />340 <br />SY <br />Total <br />47,490 <br />SY <br />8" THERMOPLASTIC TRAFFIC <br />STRIPE <br />Location <br />Quantity <br />Mainline <br />4 <br />124 <br />Sta 150+91 to Sta 302+00 <br />900 <br />LF <br />Hansen Road (Painted Median) <br />SF <br />RR Limit Lines <br />Sta 9+80 <br />45 <br />LF <br />Grantline Road (W) <br />6 <br />198 <br />Sto 8+25 to Sto 9+74 <br />149 <br />LF <br />Grantline Road (W) (Turn Lane) <br />SF <br />Sta 9+26 to Sto 9+70 <br />44 <br />LF <br />Grantline Road (W) (Painted Median) <br />Sta 245+31 to Sta 245+70 <br />74 <br />LF <br />Total <br />1,212 <br />LF <br />4" THERMOPLASTIC TRAFFIC STRIPE <br />Location Quantity <br />Mainline <br />Sto 150+91 to Sta 302+00 61,117 LF <br />THERMOPLASTIC PAVEMENT <br />MARKINGS <br />Location Quantity EA Quantity SF <br />STOP <br />14 <br />308 <br />SF <br />AHEAD <br />4 <br />124 <br />SF <br />Limit Lines <br />10 <br />226 <br />SF <br />RR Limit Lines <br />2 <br />58 <br />SF <br />Turn Arrows <br />6 <br />198 <br />SF <br />Total 914 <br />SF <br />PAVEMENT MARKERS <br />e <br />uuantlt <br />Type D <br />Two—way <br />673 EA <br />Type G <br />One—way <br />92 EA <br />Type H <br />One—way <br />177 EA <br />Total 942 EA <br />Maximum Payment Width* <br />Existing for Pavement Repair (Type 2) <br />Surface 3 u 3 <br />V)U O 0 <br />1' �Median Width Varies <br />– -------------------7 — <br />1, <br />Existing PCC Curb and—/1.00' Asphalt <br />TYPE AC Median/Island (Typ) Concrete <br />Note: Width (4' minimum). Approximate dimensions <br />used for estimating purposes are available upon <br />request. Dimensions and locations are subject to <br />change at Engineer's discretion. <br />Existing <br />Surface <br />�Vor <br />*AC Width may be increased as needed for conform <br />or slope reasons with approval from the Engineer. <br />(See Plan Sheets for locations) <br />PLC✓ORD DPAWING <br />JesE ZttP5p�1,I.4. <br />C-,rrecrionsBtr r: <br />A(J Terson Using s Drawing Should Verify <br />Alt 1,�ferenation By Inspecting The Site Of Work <br />No. 38465I� <br />Exp. 3-31-09 / * <br />Peter D. Martin <br />REGISTERED CIVIL ENGINEER 38485 <br />DRAWN BY I DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br />�rz,��, 4108 yCOUNTY OF SAN JOAQUIN SCALE: NONE CONSTRUCTION DETAILS & BYRON ROAD RESURFACING NO. SHEETS <br />?,yo /6SUMMARY OF QUANTITIES (Wicklund Road to Tracy City Limits) s s <br />FILE NAME DRAWER SHEET N0. ACAD REVISIONS DATE <br />E:\PROJECTS\2007\JL Byron Rood Resurfacing\Plans\Byron Road Resurfacing—AI Plans <br />