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213MV210 3WVN 311.J PLANING ASPHALT CONCRETE PAVEMENT EARTHWORK (Roadway Widening Type 11) MINOR CONCRETE �3/8"x 3/8" deep Location Quantity Location Quantity (Valley Gutter Type 1) © Location Quantity Sta. 9+57 to Sto. 9+53 14 S.Y. Sto. 10+11 to Sta. 13+29 (f32' Rt.) 3.18 Sta. Sta. 9+62 to Sto. 10+48 (t16' Lt.) 48 S.Y. Sto. 24+86 to Sta. 35+35 (t22' Rt.) 9.34 Sto. Sta. 10+15 to Sta. 13+82 (28'-29' Rt.) 367 L.F. ® Sta. 9+78 to Sta. 10+10 (t40' Rt.) 18 S.Y. Sta. 17+09 to Sta. 24+86 48.50' Rt.) 777 L.F. Sta. 13+29 to Sta. 13+82 (t35' Rt.) 30 S.Y. Total 12.52 Sta. EXPANSION JOINT Sta. 15+78 to Sta. 17+07 (t30' Rt.) 87 S.Y. Total 1,144 L.F. Sta. 28+25 (Cady St. Lt.) 11 S.Y. Sta. 32+16 (Alfalfa St. Lt.) 26 S.Y. 1'-6" V-60 Sta. 33+41 to Sta. 35+34 (t10' Lt.) 86 S.Y. (Type 1) Sta. 35+36 (Ione St. Rt.) 20 S.Y. 22' (Type 11) Sta. 35+65 (Ione St. Lt.) 25 S.Y. Sta. 35+94 to Sta. 36+00 19 S.Y. 1 2 Total 384 S.Y. s" -T . 1/2" RADIUS TYPICAL AGGREGATE BASE (Class 2) MINOR CONCRETE r8" CLASS "B" CONCRETE Location Quantity (Valley Gutter Type II) © Location Quantity COMPACTED AB CLASS 2 MATERIAL TO 95% Sta. 9+78 to Sta. 36+00 3,681 TONS NOTES ADJUST FRAMES AND COVERS (Manhole) Sta. 27+88 to Sta. 28+44 (16 Lt. CADY ST.) 56 L.F. 1 . EXPANSION JOINTS NOT TO EXCEED 200', AT BEGINNING AND ENDS Sta. 31+96 to Sta. 32+39 (16' Lt. ALFALFA ST.) 43 L.F. OF CURBS, EACH SIDE OF CATCH BASINS AND OTHER FIXED OBJECTS. Location Quantity Sta. 35+37 to Sta. 35+86 (16' Lt. IONE ST.) 49 L.F. 0 FOUR — 5/8" X 24" LONG STEEL DOWELS, GREASED AND WRAPPED Sta. 29+67 to Sta. 30+07 (26' Rt. DRIVEWAY) 40 L.F. ONE SIDE THROUGH ALL EXPANSION JOINTS. Sta. 9+89 (11' Lt.) 1 Each Total 188 L.F. 4 — #4 BARS CONTINUOUS WITH TRANSVERSAL #4 BARS AT 48" ON CENTER Sto. 10+12 (10' Lt.) 1 Each PRE—FORMED FIBER EXPANSION JOINT FILLER CONFORMING Sto. 13+64 (11' Lt.) 1 Each TO ASTM D-1751 Sta. 17+05 (10' Lt.) 1 Each CONCRETE VALLEY GUTTER Sta. 20+44 (11' 1 Each Sta. 23+80 (9' Lt.) 1 Each Sta. 28+24 (6' Lt.) 1 Each Sta. 29+45 (3' Rt.) 1 Each ASPHALT CONCRETE (Type B) Sta. 31+90 (0') 1 Each Sta. 32+11 (6' Lt.) 1 Each Location Quantity Sta. 33+86 (5' Lt.) 1 Each Sta. 35+42 (0') 1 Each Mainline 1,054 TONS DETAIL 5 Total 12 Each Intersections 14 TONS Roadway Widening 1,061 TONS Asphalt Concrete (Misc. Areas) 20 TONS Total 2,149 TONS 18 INCH DIAMETER STORM DRAIN INLET FRAME AND GRATE Location Quantity RESET STORM DRAIN INLET FRAMES AND GRATES Station 10+23 (28' Rt.) 1 Each Station 17+25 (48.5' Rt.) 1 Each Location Quantity Total 2 Each Sta. 35+41 (Lt.) 1 Each ASPHALT CONCRETE Sta. 35+72 (Lt.) 1 Each (Miscellaneous Areas) Total 2 Each Location Quantity Sta. 27+88 to Sta. 28+44 (13' Lt.) 6 S.Y. Sta. 27+88 to Sta. 28+44 (18' Lt.) 6 S.Y. Sto. 31+96 to Sta. 32+39 (13' Lt.) 5 S.Y. Sta. 32+00 to Sta. 32+33 (18' Lt.) 4 S.Y. Sta. 35+37 to Sta. 35+86 (12'-15' Lt.) 5 S.Y. EXISTING HIGHWAY FACILITIES Sta. 35+53 to Sta. 35+82 (19' Lt.) 3 S.Y. (Remove Railroad Ties) Sta. 35+33 (10' Rt.) 4 S.Y. Sta. 35+66 (8'-39' Rt.) 10 S.Y. Place a catch Location Quantity Stu. 35+75 (6' Rt.) 18 S.Y. basin filter Total 61 S.Y. Sta. 9+60 to Sta. 36+50 26.90 Sta. Note: STORM DRAIN INLET PROTECTION UNIT The Storm Drain inlet Protection unit (Catch Basin Filter) is to Location Quantity remain in place and functioning from the beginning of the working Sta. 10+34 (20' Lt.) 1 Each days until the end of the project. Sta. 12+53 (19' Lt.) 1 Each PROTECTION FOR Sta. 24+65 (18' Lt.) 1 Each EXISTING DRAINAGE INLET EARTHWORK (Roadway Widening Type 1) 18 INCH DIAMETER STORM DRAIN INLET Sta. 29+44 (16' Lt.) 1 Each Sta. 30+06 (16' Lt.) 1 Each Location Quantity Sta. 31+90 (17' Lt.) 1 Each Location Quantity Sta. 34+28 (18' Lt.) 1 Each Sta. 10+15 to Sta. 13+29 (t20' Rt.) 3.14 Sta. Sta. 34+34 (18' Lt.) 1 Each Station 10+23 (28 Rt.) 1 Each Sta. 35+33 (31' Rt.) 1 Each Sta. 17+09 to Sta. 24+86 (t20'-42' Rt.) 7.77 Sta. Station 17+25 48.5' Rt. 1 Each 0 Total 10.91 Sta. ( ) Sta. 35+73 (23' Rt.) 1 Each M Total 2 Each Total 10 Each DETAIL 6 DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL -J COUNTY OF SAN JOA\^JUIN SCALE AS SHOWN SUMMARY OF QUANTITIES FRONT STREET IMPROVEMENTS NO. SHEETS P 512410,5 /o/7M �ec�ino S�z4�6$ 5-4if/a5- d f �7�'ot,�'x�rL ,�. �/o� AND CONSTRUCTION DETAILS (Duncan Road to lone street — Linden) 6 6 rACAD FILE NAME DRAWER SHEET NO.