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i <br /> I <br /> CLEANING EXISTING 12"0 ALTERNATIVE PIPE MINOR CONCRETE <br /> DRAINAGE FACILITIES DRIVEWAYS Type A) (Median) <br /> Location Quantity TYPE Quantity Location Quantity Location Quantity <br /> No. Area <br /> Armstrong Road D 30 1,136 S.Y. Lower Sacramento Road <br /> Sta. 9+57 (Rt.) 12"0 x 42't E 10 820 S.Y. Sta. 194+75 68 L.F. Sta. 190+55 to Sta. 193+55 92 S.Y. <br /> Sta. 10+04 (Rt.) 12"0 x 32't Lump Sum Armstrong Road Sta. 194+25 to Sta. 196+25 61 S.Y. <br /> Sta. 10+45 (Lt.) 12"0 x 20't Sta. 13+90 40 L.F. TOTAL 153 S.Y. <br /> TOTAL 108 L.F. <br /> ASPHALT CONCRETE <br /> PLANING ASPHALT (TYPE A) 18*P0 ALTERNATIVE PIPE <br /> CONCRETE PAVEMENT Location Quantity (Type A) FRAME AND GRATES (S.D.I.) <br /> Mainline 5,764 Tons Location Quantity Location Quantity <br /> Location Quantity Armstrong Road Intersection 199 Tons <br /> Lower Sacramento Road TOTAL 5,963 Tons Lower Sacramento Road Sta. 187+00 (Rt.) 1 Each <br /> Sta. 156+25 to 156+75 178 S.Y. Sta. 194+40 88 L.F. Sta. 187+65 (Rt.) 1 Each <br /> Sta. 228+50 to 229+00 178 S.Y. ( ) <br /> Sta. 188+25 Rt. 1 Each <br /> Armstrong Road Sto. 188+90 Rt. 1 Each <br /> Sta. 189+50 (Rt.� 1 Each <br /> Sta. 13+50 to 13+75 67 S.Y. Sta. 197+50 (Lt.) 1 Each <br /> Sta. 16+25 to 16+50 67 S.Y. <br /> Sta. 198+75 (Rt.) 1 Each <br /> Total 490 S.Y. 12#*0 REINFORCED CONCRETE TOTAL 7 Each <br /> ASPHALT CONCRETE PIPE (Class V) <br /> (TYPE B) Location Quantity <br /> Location Quantity PAINT TRAFFIC STRIPE <br /> Lower Sacramento Road <br /> EARTHWORK Driveway Sta. 186+50 to Sta 189+90 (Rt.) 340 L.F. (Two Coats) <br /> Sta. 187+00 (Lt.) 48 L.F. Location Quantity <br /> MISCELLANEOUS AREAS Type E" 90 Tons Sta. 193+00 (Lt.) 42 L.F. <br /> Type D" 260 Tons Sta. 196+80 to Sta. 198+18 (Lt.) 138 L.F. Detail 6 5,355 L.F. <br /> Location Quantity Miscellonous Areas (fie 2) 6 Tons Sta. 198+00 to Sta. 199+32 (Rt.) 132 L.F. Detail 39 14,040 L.F. <br /> ArmstrongRoad Sta. 200+40 (Rt.) 30 L.F. Detail 22 1,330 L.F. <br /> TOTAL 356 Tons Sta. 201+80 (Rt.) 72 L.F. Detail 25 1,064 L.F. <br /> Sta. 10+20 to Sta. 14+50 (Rt.) 4.3 Stations Detail 38 890 L.F. <br /> Sto. 10+55 to Sta. 14+50 (Lt.) 4.0 Stations Armstrong Road Detail 19 230 L.F. <br /> Sta. 10+80 (Rt.) 36 L.F. Detail 39A 192 L.F. <br /> TOTAL 8.3 Stations Sta. 13+68 (Rt.) 36 L.F. TOTAL 23,021 L.F. <br /> TOTAL 874 L.F. <br /> PLACE ASPHALT CONCRETE PAINT PAVEMENT MARKERS <br /> (Misc. Areas — Type 1 ) (Two Coats) <br /> IMPORTED BORROW Location Quantity STORM DRAIN INLET Location Quantity <br /> Location Quantity Lower Sacramento Road <br /> Sto. 156+25 to Sta. 204+00 902 C.Y. Sta. 193+30 18 S.Y. Location Quantity <br /> Sta. 194+75 16 S.Y. Type 1Z (L) Arrow 90 S.F. <br /> Sta. 187+00 (Rt.) 1 Each Type YE (R) Arrow 162 S.F. <br /> Armstrong Road SIGNAL AHEAD 252 S.F. <br /> Sta. 188+25 A. 1 Each <br /> Sta. 187+65 (Rt.) 1 Each <br /> Sta. 13+90 12 S.Y. ( ) Limit Lines 136 S.F. <br /> TOTAL 46 S.Y. Sta. 188+90 (Rt.) 1 Each TOTAL 640 S.F. <br /> Sta. 189+50 (Rt.) 1 Each <br /> a. 1987 t) Each s + 5 �R1 <br /> ROADWAY WIDENING TYPE 1 TOTAL 7 Each <br /> Location Quantity PAVEMENT MARKERS <br /> Sta. 157+25 to Sta. 184+30 54.1 Stations PLACE ASPHALT CONCRETE Location Type Quantity <br /> (Misc. Areas — Type 2) 3 Locations D 116 Each <br /> Location Quantity MINOR CONCRETE 2 Locations G 55 Each <br /> Armstrong Road (Type C Curb) 2 Sides of Islands H 26 Each <br /> Sta. 10+80 (Rt.) 15 S.Y. Location Quantity <br /> EARTHWORK Sta. 13+68 (Rt.) 15 S.Y. <br /> ROADWAY WIDENING TYPE 2 TOTAL 30 S.Y. Mein TRAFFIC SIGNAL AND LIGHTING <br /> Sta. 190+50 to Sta. 193+55 604 L.F. <br /> Location Quantity Sta. 194+25 to Sta. 196+25 404 L.F. Location Quantity E�l I / 4 <br /> Sta. 184+30 to Sta. 204+00 39.4 Stations TOTAL 1 ,008 L.F. Armstrong Road Intersection Lump <br /> Sum v 2 <br /> 21258 M <br /> * Exxp.p. 9--30-O30-0 <br /> 1 <br /> ASPHALT CONCRETE BASE �9TForclw-FO�� <br /> (TYPE A) <br /> SHOULDER BACKING Location Quantity MINOR CONCRETE ALLOWABLE ALTERNATE PIPE >v <br /> Location Quantity Mainline 2,671 Tons (Type D Curb) Location Quantity <br /> Sta. 204+00 to Sta. 229+00 556 Tons Armstrong Road Intersection 147 Tons Location Quantity <br /> Sta. 156+25 to Sta. 157+25 23 Tons Miscellaneous Areas (Type 1) 20 Tons Type A = Reinforced Concrete Pipe (Class V), <br /> TOTAL 579 Tons TOTAL 2,838 Tons <br /> Sta. 197+68 to Sta. 198+00 32 L.F. Corrugated Steel Pipe (0.109' Thick) <br /> DRAWN BY DATE PROJECT ENGINEER DATE DATE SUDMITTED DATE APPROVAL ECOMMENDED DATE LOWER SACRAMENTO ROAD IMPROVEMENTS SNOT TOTAL� ' 59 [,,,CHECKED <br /> COUNTY OF SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIESy8 (� � s�/e '� (Mettler Road to 3,400 N/0 Armstrong Road) „ , 1 <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE <br /> gls..:Aprojects\lowersac\sumquant <br />