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Place variable length 1 %2' 0 PVC pipe ADJUST STORM DRAIN ASPHALT CONCRETE (TYPE B) Conform to back of sidewalk to driveway conform (Typ). INLET FRAMES & GRATES Location Quantity (Cold Joint). Key to sidewalk Outlet Elev. = FL Gutter. Curb, Gutter or dowel (9 36" max. intervals. Location Quantity and Sidewalk Roadway Sta. 0+ 14 to Sta . 12+94 248 Tons A -�•-1 Carlton Avenue Intersection 2 Each Sta . 12+94 to Sta. 39 + 16 760 Tons Marine Avenue Intersection 4 Each Intersections 62 Tons _ A _. __.._ _ _. Lake Drive Intersection 4 Each rl j! Total 1 ,070 Tons !� Total 10 Each ° 4 a I� Var. a a Var. ADJUST MANHOLE FRAMES & COVERS ASPHALT CONCRETE BASE (TYPE B) d Location Quantity ° Location Quantity ° ° d II Sta. 14+79 Lt.) 1 Each Carlton Avenue to Marine Avenue Lt.) 11 .6 C.Y. A --I 6» (Typ ) Sta. 14+83 Rt) 1 Each Carlton Avenue to Marine Avenue Rt.) 12. 1 C.Y. Place 6 square grate Sta. 24+00 Lt. 1 Each Marine Avenue to Lake Drive (Lt.) 11 .9 C.Y. Existing CONFORM Existing (National Diversified Sales, Inc.) Sta. 26+21 Lt.� 1 Each Marine Avenue to Lake Drive (Rt.) 11 .9 C.Y. Driveway Width Driveway Width or approved equal. (Typical) Sta. 26+43 Center) 1 Each Lake Drive to end (Lt.) 3. 1 C.Y. Sta. 29 +05 Lt.) 1 Each Lake Drive to end Rt.) 3.4 C.Y. Total 6 Each Pavement Repair 3.4 C.Y. MINOR CONCRETE MINOR CONCRETE WITH Total 57.4 C.Y. DRIVEWAY DRAINAGE FACILITIES PAVEMENT REPAIR Var. so 4Location Quantity DRIVEWAY DRAINAGE FACILITIES Existing Top of Grate Sta. 30+80 10 S.Y. Location Quantity Concrete F /2 below O.G. 1 Sta. 3+45 (Rt.) 2 Each Driveway 1 /2 o PVC Pipe Sta . 7 + 13 ( Lt.) 2 Each PLANING ASPHALT CONCRETE PAVEMENT Sta . 7 +89 (L+. 2 Each Sta . B +46 Rt. 2 Each Location Quantity Sta . 9 +02 Li.) 2 Each __.. . a a > Sta . 9 +02 R+. 2 Each Roadway Sta. 9 +57Rt) 2 Each Sta. 12+ 10 to Sta. 39 +01 Lt.) 1 , 148 S.Y. Sta. IO + Iro (R+) 2 Each Driveway Drainage Facility. See plan '/20" Sta. 12+94 to Sta. 39 +01 �Rt.) 1 , 111 S.Y. Total 16 Each weep hole lntersections view for locations. 2"0 x 11/2 0" Reducer Carlton Avenue 42 S.Y. 2"0 Close Nipple Marine Avenue 189 S.Y. 2"0 Elbow Lake Drive 307 S.Y. MINOR CONCRETE Mission Road 67 S.Y. (CURB, GUTTER & SIDEWALK) SECTION A—A Buena Vista Avenue 67 S.Y. Grange Avenue 67 S.Y. Location Quantity 1 . See plan sheets for location, lengths, Pershing Avenue 82 S.Y. widths and types of driveways. If no Total 3,079 S.Y. Carlton Avenue to Marine Avenue Lt.) 624 L.F. TYPICAL DRIVEWAYS length is shown, conform at R W line. Carlton Avenue to Marine Avenue Rt.) 653 L.F. Marine Avenue to Lake Drive Lt.) 643 L. F. 2. Existing concrete driveways shall be Marine Avenue to Lake Drive Rt.) 642 L. F. saw cut at the conform line. RELOCATE SPRINKLER HEADS Lake Drive to end (Lt.) 165 L.F. Lake Drive to end (Rt.) 181 L.F. Location Quantity Total 2,908 L.F. Throughout project 43 Each See Note Existing Surface MINOR CONCRETE (DRIVEWAYS) BelLocation Quantity 49 Sites throughout project 577 S.Y. 0.50' Asphalt Concrete Base PAVEMENT REPAIR DETAIL Q Note: Width, length and locations to be o determined by the Engineer. X w z z Cn Z J O DRAWN BY DATE SHEET TOTAL UJ PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPR VED DATE COUNTY OF SAN JOAQUIN SCALE: NONE CONSTRUCTION DETA.I �S TUXEDO AVENUE im '�27� �' ' �� ' & SUMMARY OF QUANTITIES RECONSTRUCTION 8c RESURFACING No. SHEETS FILE NAME DRAWER SHEET NO. ACAD R4DM T - Adt F:\DATA\TUXEDO\SHT6