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E I 1 REMOVING A.C. DIKE ADJUST FRAMES AND COVERS DRIVEWAYS (TYPE E) PLACE A.C. DIKE (TYPE A) 18" DIA. REINFORCED CONCRETE PIPE Location Quantity (WATER VALVE) Location Quantity Location Quantity (CLASS V) Sta. 16+88 to Sta. 20+88 (Lt.) 400 L.F. Location Quantity 48 Locations 1 ,854 S.Y. Sta. 79+54 to Sta. 82+40 (Lt.) 286 L.F. Location Quantity Sta. 18+31 to Sta. 20+ 16 (Rt.) 185 L.F. Sta. 78+60 to Sta. 82+40 (Rt.) 380 L.F. Sta. 20+50 to Sta. 26+00 (Rt.) 550 L.F. 21 Locations (Throughout Project) 21 Each Sta. 82+65 to Sta. 85+45 (Lt.) 280 L.F. Sto. 182+00 35 L.F. Sta. 78+60 to Sta. 82+40 (Rt.) 380 L.F. Sta. 82+65 to Sto. 85+45 (Rt.) 280 L.F. Sta. 197+00 35 L.F. Sto. 79+54 to Sta. 82+40 (Lt.) 286 L.F. Sta. 82+65 to Sto. 86+00 (Lt.) 335 L.F. DRIVEWAYS (TYPE F) Total 1 ,226 L.F. Total 70 L.F. Sta. 82+65 to Sta. 86+00 (Rt.) 335 L.F. ADJUST FRAMES AND COVERS Location Quantity Total 2,471 L.F. (WATER METER) Sta. 11 +00 to Sta. 11 +75 (Lt.) 261 S.Y. LocationQuantit Sta. 12+ 10 to Sta. 12+85 (Lt.) 175 S.Y. PLACE A.C. DIKE (TYPE C) 18" STORM DRAIN INLET (S.D.I .) Quantity Sta. 15+87 to Sta. 17+70 (Rt.) 401 S.Y. Location 6 Locations (Throughout Project) 6 Each Location Quantity ( +00 1 19' Lt.) 1 Each 1 Sta. QUantity Total 837 S.Y. PAVEMENT REPAIR sta. 16+ss to sta. 20+ss (Lt.) 40o L.F. Location Quantity Sta. 18+31 to Sta. 20+ 16 (Rt.) 185 L.F. Sto. 11 +45 (31 ' Lt.) 1 Each Sta. 20+50 to Sta. 26+00 (Rt.) 550 L.F. Sta. 12+55 (22' Rt.) 1 Each 91 Locations (Throughout Project) 1 ,515 S.Y. Sta. 85+45 to Sta. 86+00 (Lt.) 55 L.F. Sta. 13+22 (22' Rt.) 1 Each ADJUST PIPE DOWNDRAINS ASPHALT CONCRETE (TYPE A) Sta. 85+45 to Sta. 86+00 (Rt.) 55 L.F. Sta. 28+ 13 (14' Rt.) 1 Each Location Quantity Sta. 145+47 (27' Lt.) 1 Each y Location Quantity Total 1 ,245 L.F. Sta. 183+50 (18' Lt.) 1 Each South Bridge Approach, SW Quadrant Mainlin Sta. 183+50 (18' Rt.) 1 Each PLANING ASPHALT CONCRETE PAVEMENT Sta. 82+53t (Lt.) 1 EachSta. 197+00 (18' Lt.) 1 Each Sta. 22+00 to Sto. 197+50 7,558 Tons Sta. 197+00 (18' Rt.) 1 Each Location Quantity Intersections Mainline 7 Locations 204 Tons PAVEMENT REINFORCING FABRIC Total 10 Each Sta. 10+ 16 to Sto. 10+31 167 S.Y. Total 7,762 Tons Location Quantity Sta. 10+31 to Sto. 15+87 (Rt.) 247 S.Y. EARTHWORK (MISCELLANEOUS AREAS) Sta. 10+31 to Sta. 15+00 (Lt.) 112 S.Y. Sta. 10+ 16 to Sta. 21 +00 (24' Wide) 2,891 S.Y. Sta. 84+70 to Sta. 86+45 556 S.Y. Location Quantity Sta. 21 +00 to Sta. 77+00 (22' Wide) 13,689 S.Y. MINOR CONCRETE (BUMPER BLOCKS)Sta. 93+22 to Sta. 94+72 444 S.Y. TypeSta. 77+00 to Sta. 85+70 (34' Wide 1 ) 3,287 S.Y. Sta. 197+25 to Sta. 197+50 67 S.Y. Sta. 73+50 to sta. 76+70 (Lt.) 3.2 Sta. ASPHALT CONCRETE (TYPE B) Sta. 85+70 to Sta. 86+45 (24' Wide) 200 S.Y. Location Quantity Intersections Sta. 74+50 to Sta. 76+70 (Rt.) 2.2 Sta. Sta. 93+22 to Sto. 96+00 (24' Wide) 741 S.Y. ) 3 Locations 179 S.Y. Type 22 Location Quantity Sto. 96+00 to Sto. 197+50 ' Wide 24,811 S.Y. 9 Locations 9 Each 2 ( Sta. 23+ 15 to Sta. 26+ 15 (Rt.) 3.0 Sta. Mainline Total 45,619 S.Y. Total 1 ,772 S.Y. Sta. 10+ 16 to Sta. 22+00 367 Tons Total 8.4 Sta. Pavement Repair 550 Tons Driveways (Type D. E & F) 529 Tons 18" STORM DRAIN INLET Asphplt Concrete (Misc. Areas) 44 Tons ADJUST MONUMENT FRAMES AND COVERS A.C. Dike (Type A & C) 45 Tons PLACE MONUMENT FRAMES AND COVERS (FRAME AND GRATE) Location Quantity IMPORTED BORROW Total 1 ,535 Tons Location Quantity Location Quantity Location Quantity Sta. 65+96 (9' Lt)t 1 Each Sta. 11 +45 (31 ' Lt.) 1 Each Sto. 145+22 ( 15't Rt.) 1 Each A,C. Misc. Area Sta. 118+83 (8' Rt.)t 1 Each Sto. 13+22 (22' Rt.) 1 Each Sta. 23+ 15 to St. 26+ 15 (Rt.) 37 C.Y. Sta. 171 +66t 1 Each Sta. 28+ 13 (14' Rt.) 1 Each At Embankment Re air Area ASPHALT CONCRETE (TYPE B) LEVELING Sta. 145+47 (27' Lt.) 1 Each Sta. 80+95 (Rt.) Total 3 Each Sta. 183+50 (18' Lt.) 1 Each ADJUST FRAMES AND COVERS Sta. 82+50 (Lt.) } 28 C.Y. Locotion Quantity Sta. 183+50 (18' Rt.) 1 Each Sta. 79+54 to Sta. 85+75 (Lt.) 40 Tons Sta. 197+00 (18' Lt.) 1 Each (MAINTENANCE HOLE) Total 65 C.Y. Sta. 78+60 to Sta. 85+75 (Rt.) 35 Tons Sta. 197+00 (18' Rt.) 1 Each Location Quantity Total 75 Tons 12" DIA. REINFORCED CONCRETE PIPE Total 8 Each Sta. 10+21 (10' Lt.)t i Each (CLASS V) Sta. 10+94 (4' Lt)t 1 Each SHOULDER BACKING Location Quantity Sta. 12+35 (5' Lt)t 1 Each Sta. 14+85 (5' Lt.)t 1 Each Location Quantity PLACE ASPHALT CONCRETE Sta. 11 +0o to Sto. 11 +45 (Lt.) 48 L.F. Sta. 17+92 (5' Lt.)t 1 Each Sta. 12+55 to Sta. 13+22 (Rt.) 67 L.F. Sta. 23+00 (6' Lt.)t 1 Each Mainline (MISCELLANEOUS AREAS) Sta. 144+91 to Sta. 145+47 (Lt.) 56 L.F. Sta. 10+ 16 to Sta. 197+50 4,759 Tons Total 6 Each Location Quantity Total 171 L.F. Sta. 23+ 15 to Sta. 26+ 15 (Rt.) 167 S.Y. Sta. 145+23t (Lt.) 22 S.Y. DRIVEWAYS (TYPE D) sta. 184+50 13 S.Y. ADJUST FRAMES AND GRATES Sta. 197+00 13 S.Y. (STORM DRAIN INLET) Location Quantity NW Corner of Bruella Rd/Heil St 22 S.Y. 24 Locations 765 S.Y. NE Corner of Bruella Rd/Third St 22 S.Y. Location Quantity Total 259 S.Y. 13 Locations (Throughout Project) 13 Each DRAWN BY DATE PROJECT ENGINEER DATE ChECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL r6e ¢/02 � � ,� 1 I , n . BRUELLA ROAD RESURFACING N0. SHEETS � t , �_, Uh� �[�Y� Cad �x � .v ) �,�.� t_l [ PJ NO SCALE SUMMARY OF QUANTITIES (state Hi ) �g ls/ Highway Route 12 to Peltier Road 6 6 FILE NAME I DR ER ISHEET. 4. 1 ACAD REVISIONS DATE sheet_nome.dwg \\AcadtempAprojects\bruelloVbruella—big plans