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ADJUST MONUMENT EARTHWORK MINOR CONCRETE PAINT PAVEMENT MARKING FRAME & COVER (ROADWAY WIDENING) TYPE "C" CURB 2 COATS Location Quantity Location Quantity Location Quantity Type Quantity Total Area 26¢FSb Sta. 157+50 to Sta. 158+50 (Rt.) 1 Sta. RR Xing w End Stripes 2 236 S.F. Sta. 1322+20.92 1 EACH Lathrop Rd. NE 76 L.F. 9 / P Conform ® E.P. Sta. 175+66 to Sta. 193+20 (Rt.) 18 Sta. Lathrop Rd. SE 96 L.F. "STOP" 6 132 S.F. Sta. 158+71 .72 1 EACH P 405 S.F. Sta. 178+50 to Sta. 194+40 (Lt.) 16 Sta. Lathrop Rd. NW 92 L.F. Type IV (Lt./Rt.) Arrow 27 Sta. 185+23.28 1 EACH P }-� S.F. Sto. 249+50 to Sta. 250+50 (Rt.) 1 Sto. Lathrop Rd. SW 78 L.F. Type I (�) Arrow 5 Sta. 21 1 +71 .63 1 EACH P , �E 1• I Sta. 238+23.72 1 EACH ( ) Roth Rd. NW 95 L.F. '25S.F. N 8' Sta. 256+63 to Sta. 264+68 Rt. 8 Sta. "SIGNAL' � S.F. Sta. 291 +27.42 1 EACH Sta. 264+94 to Sta. 265+59 (Rt.) 1 Sta. Roth Rd. SW 66 L.F. "AHEAD" �.5 Sta. 256+63 to Sta. 277+41 (Lt.) 21 Sta. -- Total EACH Total 503 L.F. Crosswalk/Limit Line (12") 1 ,0� S.F. Existin Width Conform (Line Cut existing Sta. 278+61 to Sta. 290+00 (Rt.) 12 Sta. -- 12' Min. pavement where applicable) Sta. 290+60 to Sta. 291 +20 (Lt.) 1 Sta. Total S.F. 0.30' Asphalt Concrete over shaped Sta. 293+65 to Sta. 299+71 (Lt.) 6 Sta. and compacted native material. Sta. 292+25 to Sta. 299+71 (Rt.) 8 Sta. Total 93 Sta. PAVEMENT REINFORCING TYPED CLEANING EXISTING PAVEMENT MARKERS DRAINAGE FACILITIES FABRIC TYPE D Location Quantity Location Quantity Airport Way Sta. 132+80 to Sta. 149+00 4,320 S.Y. Location Quantity Conform ® E.P. R = Conform to Sta. 150+50 to Sta. 182+00 8,400 S.Y. Exist. radius Sta. 264+43 (X–Drain) Sta. 130+94 to Sta. 131 +94 10 Each Sta. 290+62 (X–Drain) SHOULDER BACKING Total 12,720 S.Y. Sta. 132+55 to Sta. 146+76 34 Each p Roth Road L.S. � 8 � Location Quantity Sta. 152+76 to Sta. 175+66 49 Each Sta. 9+38 (X–Drain) Sta. 194+40 to Sta. 256+63 131 Each Sta. 132+80 to Sta. 300+30 2,026 C.Y. Sta. 299+71 to Sta. 300+30 2 Each i u�c7p Sta. 146+76 to Sta. 152+76 52 Each � � Conform J A M el Sto. 175+66 to Sta. 184+85 79 Each Existing Width �7A 26Ff � 43 � L_ " �� Sta. 185+88 to Sta. 194+40 73 Each 2 0 C.S. Variable depth Asphalt Concrete 1P. (0.079 THICK) Sta. 256+63 to Sta. 264+45 67 Each over existing paved driveway. Sta. 265+15 to Sta. 291 +06 218 Each PAVEMENT REPAIR , DRIVEWAYS Location Quantity Sta. 291 +88 to Sta. 299+71 67 Each Lovelace Road TYPE E Sta. 0+60 (X–Drain) 72 L.F. Location Quantity Quantity TYPE Airport Way 17 Sites Throughout Project 854 S.Y. No. Area Louise Intersection D 26 1 ,018 S.Y. Sta. 264+43 (Rt. Extension) 12 L.F. Sta. 10+25 to Sta. 11 +22 10 Each R = Conform to E 47 1 ,418 S.Y. Sta. 264+43 (Lt. Extension) 14 L.F. Sta. 8+84 to Sta. 9+84 12 Each Conform ® E.P. Exist. radius F 9 255 S.Y.J Roth Road Sta. 8+65 to Sta. 8+84 4 Each Sta. 9+37 (Rt. Extension) 6 L.F. Total 808 Each 1p 9- T PLANING ASPHALT Total 104 L.F. � CONCRETE PAVEMENT � � Conform Location Quantity ASPHALT CONCRETE �– Existing Width—� TYPE A Beginning of Project Sta. 130+90 to Sta. 131 +05 55 S.Y. Location Quantity PAVEMENT MARKERS TYPE F Intersections 18"0 C.S.P. (0. 109" THICK) TYPE G Louise Avenue Mainline (Resurfacing & Widening) 8,517 Tons Location Quantity TYPICAL DRIVEWAYS Sta. 8+60 to Sta. 8+75 53 S.Y. Location Quantity Intersections (Louise,Lathrop,Lovelace,Roth) 489 Tons y Sta. 11 +12 to Sta. 11 +27 60 S.Y. Airport Way Sta. 182+00 to Sta. 184+85 13 Each LathropRoad Total 9,006 Tons Sta. 290+62 (Lt. Extension) 6 L.F. Sta. 185+88 to Sta. 189+00 14 Each Sta. 8+85 to Sta. 9+10 133 S.Y. 16� Sta. 185+88 to Sta. 189+00 14 Each LEGEND Sta. 10+85 to Sta. 11 +10 133 S.Y. Sta. 260+00 to Sta. 264+45 20 Each Variable Depth Asphalt concrete Lovelace Road Sta. 265+15 to Sta. 269+00 17 Each over existing paved driveway Sta. 5+71 to Sta. 5+96 83 S.Y. Sta. 288+00 to Sta. 291 +06 14 Each 0.30' Depth Asphalt Concrete over graded Roth Road ASPHALT CONCRETE CRASH CUSHIONS Sta. 291 +88 to Sta. 296+00 18 Each ® and compacted native material Sta. 8+85 to Sta. 9+10 111 S.Y. TYPE B Total 110 Each End of Project SAND FILLED Sta. 300+05 to Sta. 300+30 89 S.Y. Location Quantity Location Quantity See Note Below Widening Driveway (Types D,E, & F) 358 Tons Sta. 149+10 (Rt.) 1 EACH Existing Surface Sta. 175+66 to Sta. 185+00(Rt.) 311 S.Y. Sta. 150+32 (Lt.) 1 EACH — — — Sta. 178+86 to Sta. 184+62(Lt.) 192 S.Y. Total 2 EACH Sta. 186+76 to Sta. 193+20(Rt.) 215 S.Y. TRAFFIC SIGNAL & LIGHTING Sta. 186+00 to Sta. 194+40(Lt.) 280 S.Y. Location Quantity Sta. 256+63 to Sta. 264+85(Rt.) 274 S.Y. ASPHALT CONCRETE 0.70' Asphalt Concrete Base Lathrop Sta. 256+63 to Sta. 277+41 (Lt.) 693 S.Y. P Road (Intersection) L.S. Note: Width, length and locations to Sta. 278+61 to Sta. 290+00(Rt.) 380 S.Y. BASE Roth Road (Intersection) L.S. be determined by the Engineer. Sta. 293+65 to Sta. 299+71 (Lt.) 202 S.Y. LOCatiOn Quantity PAINT TRAFFIC STRIPE Sta. 292+25 to Sta. 299+71 (Rt.) 249 S.Y. Widening Areas372 "moons 2 COATSEssfq�,� PAVEMENT REPAIR DETAIL Total 3,513 S.Y. Pavement Repair 16 r 467- Tons Type Quantity M Him Total 3;##=Tans Detail 6 9,991 L.F. No. 21258rM Detail 22 7,329 L.F. * Exp. 9-30-01 Detail 276 33,875 L.F. JyT C1V1- a�Q Detail 38 2,457 L.F. FpFCAQ1 ' Total 53,652 L.F. w �n '=1�J2G5a uo, u �._da�z� ate qjo .j 1 ..,.— �. '13,3 A, . DRAWN BY DAT E- T ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL .44.? 71COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS & AIRPORT WAY IMPROVEMENTS NO. SHEETS 0,,�C /�8 - ,�ii�6 - 2/w/tr ,,,� , ,o �g , SUMMARY OF QUANTITIES (Louise Avenue to Roth Road) ,4 ,4 FILE N AWER SHEET NO. ACAD 77 REVISIONS DATE ME DR Oe:\sam\oirport2\sumquant