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'ON 133HS 83M"Cl <br /> PROFILES SUMMARY OF QUANTITIES <br /> PAVEMENT REPAIR SHOULDER BACKING <br /> Proposed FL (Slope=0.24%) Location Quantity Location Quantity <br /> 99.74' 99.86' Throughout Project (36 locations) 988 S.Y. <br /> 99'32' Existing � Second Street 31 Tons <br /> 99.20'(Sta, 10+75) Fourth Street 24 Tons <br /> 99.26' 99.38' E-- r xisting FL 99.80' <br /> Sixth Street 199 Tons <br /> 99.50' 99.56' 99.68' Seventh Street 148 Tons <br /> 101 . 00 ' <br /> 99.621--\ PLANING ASPHALT Ash Street 21 Tons <br /> 99.44CONCRETE PAVEMENT <br /> 100 . 00 � - ------ Elm Street 127 Tons <br /> -_-_ ------ ---- - - McKinley Avenue 28 Tons <br /> /-- <br /> --__ -_-_ -_-_ -- --- - - - - - - - - - - - - - - - - - - - - 99.92' Location Quantity Ponderosa Street 53 Tons <br /> 99 . 00 - - - - M • • <br /> - - - - - - - - - - - - alnllne 413 S.Y. Willow Street 94 Tons <br /> Intersections Total 725 Tons <br /> 98 00 (4 Locations) 724 S.Y. <br /> Edge <br /> 97 . 00 ' (McKinley nAve & Ponderosa St) 122 S.Y. <br /> + 75 11 + 25 +50 + 75 12 + 25 + 50 + 75 13 + 25 + 50 + 75 <br /> Total 1 ,259 S.Y. <br /> FOURTH STREET ( SCHOOL) DRIVEWAYS (TYPE D) <br /> VALLEY GUTTER PROFILE REMOVE/RESET BUMPER BLOCKS Quantity Area <br /> X = 1 : 20 Location Quantity 30 Locations 285 S.Y. <br /> Y= 1 : 2 Elm Street <br /> Sta. 19+00 to Sto. 24+00 52 Each <br /> DRIVEWAYS (TYPE E) <br /> Quantity Area <br /> Proposed FL (Slope=0.24%) 67 Locations 1 ,117 S.Y. <br /> 98.98' 99.09'(Fourth St: Sta. 10+35t, offset from CL=30't Left) EARTHWORK (MISC AREAS) <br /> 99.20' Location Quantity <br /> 101 . 00 ' CLASS 2 AGGREGATE BASE <br /> Ponderosa Street: <br /> 100 . 00 , Sto. 10+00 to Sta. 15+05 5 Sta. Location Quantity <br /> Fourth Street and Elm Street 67 C.Y. <br /> 99 . 00' <br /> 4 <br /> 98 . 00 ' (Arc Length) 4 <br /> gth) (ArcLength) <br /> Existing FL ROADWAY EXCAVATION ASPHALT CONCRETE (TYPE B) <br /> 97 . 00' Location Quantity <br /> 19 +20 Radius 10+75 Location Quantity <br /> (Elm St) Midpoint (Fourth St) Fourth Street and Elm Street 100 C.Y. Mainline Resurfacing 1 ,200 Tons <br /> (Fourth St) (Includes School Paving) <br /> (Sta . 10+35f) Intersections 196 Tons <br /> Pavement Repair 198 Tons <br /> FOURTH STREET TO ELM STREET ( Radius Transition Driveways 146 Tons <br /> VALLEY GUTTER PROFILE Total 1 ,740 Tons <br /> X= 1 : 20 <br /> Y= 1 : 2 <br /> VALLEY GUTTER <br /> Location Quantity <br /> Proposed FL (Slope=0.24%) Fourth Street and Elm Street 884 L.F. <br /> 98.98'(Sta. 19+20) Proposed FL (Slope=0.260 <br /> gg.73 Existing FL <br /> 98.91 ' 98.85' 98 79' Existing <br /> 101 . 00' 98.97 98.63' 98.69' 98.76' 98.82' 98.95' 99.02' 99.08' <br /> 98.67 98.55 98.56 <br /> 98.61 ' 98.49' 98.50' 98.89' <br /> 100 . 00 ' <br /> ----- 99.12' <br /> 99 . 00 ' - - - - - - - - - - - - - - - - - - --- ------- ---- -- - - - - - - - - - - - <br /> ----- ------ <br /> - - - - - - - - - - - - - - - xist. <br /> 98 . 00 ' -- <br /> Exist. Grate Elev. 98.43' <br /> 97 . 00 Exist. Invert Elev. 97.03' - + 12 <br /> - <br /> + 25 + 50 + 75 20 + 25 + 50 + 75 21 + 25 + 50 + 75 22 + 25 + 50 + 75 23 + 25 + 50 + 75 24 + 25 f ` <br /> ELM STREET PROFILE ( SCHOOL) <br /> LEGEND VALLEY GUTTER PROFILE <br /> Proposed FL X = 1 : 20 <br /> - - - - Existing FL <br /> - - - Existing � Y= 1 : 2 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE PROFILES AND SHEET TOTANO. SHEETS <br /> L <br /> I 2�i"R 2/06 COUNTY OF SAN JOAQUIN NO SCALE FRENCH CAMP STREETS RESURFACING <br /> Ce �� 3106- 7,�-P,�- f/�°%6 �r�,� _ /r%` SUMMARY OF QUANTITIES (Various Streets) 5 5 <br /> FILE NAME DRAWER S ET NO. ACAD REVISIONS DATE <br /> E:\Projects\2006\French Comp Streets\Plans <br />