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ADJUST FRAMES AND COVERS PLANING ASPHALT PAVEMENT REINFORCING FABRIC <br /> MAINTENANCE HOLES CONCRETE PAVEMENT <br /> Location Quantity Location Quantity Location Quantity <br /> THROUGHOUT PROJECT BELMONT PLACE <br /> BELMONT PLACE STA. 6+46 1' RT. 1 EACH BELMONT PLACE Sta. 5+32 to Sta. 23+14 ( 34' W i de) 6, 732 S. Y. Const. <br /> BELMONT PLACE STA. 8+99 V RT, 1 EACH ( Swain Rd. to Ben. Holt Dr. ) 3, 210 S. Y. <br /> SHERIDAN WAY <br /> BELMONT PLACE STA. 10+20 27' RT. 1 EACH SHERIDAN WAY Sta. 5+17 to Sta. 18+20 ( 28' W I de) 4, 054 S. Y. 7' Var. <br /> BELMONT PLACE STA. 11+50 @ CL. 1 EACH ( Belmont P 1. to Alexandria P l. ) 2, 135 S. Y. <br /> BELMONT PLACE STA. 14+25 @ CL. 1 EACH RUTLEDGE WAY <br /> BELMONT PLACE STA. 15+37 25' RT. 1 EACH RUTLEDGE WAY Sta. 5+17 to Sta. 17+28 ( 28' Wide) 3, 924 S. Y. Conform Exist. A.C. Surface <br /> BELMONT PLACE STA. 16+90 1' RT. 1 EACH ( Belmont P 1. to Alexandria P 1. ) 2, 070 S. Y. <br /> BELMONT PLACE STA. 19+56 2' RT. 1 EACH POLK WAY _ <br /> SHERIDAN WAY STA. 5+28 3' RT. 1 EACH POLK WAY Sta. 5+17 to Sta. 17+35 ( 34' Wide) 4, 658 S. Y. E::7 <br /> RUTLEDGE WAY STA. 17+85 3' LT. 1 EACH ( Be l r ont P 1. to Alexandria P (. ) 2, 106 S. Y, Sta. 18+25 to Sta. 20+15 ( 34' W i de) 850 S. Y. _ <br /> POLK WAY STA. 17+55 1' LT. 1 EACH Sta. 21+10 to Sta. 30+10 ( 28' Wide) 2, 940 S. Y. Existing Curb <br /> POLK WAY STA. 19+20 2' RT. 1 EACH Gutter & Sidewalk <br /> LEESBURG PLACE STA. 10+06 V LT. 1 EACH POLK WAY Sta. 31+00 to Sta. 44+10 ( 28' Wide) 4, 219 S. Y. <br /> ( Alexandria P l. to W i l l i aMsburg P l. ) 539 S. Y, <br /> LEESBURG PLACE STA. 12+53 V LT. 1 EACH Grading Plane <br /> LEESBURG PLACE STA. 15+12 V LT. 1 EACH LEESBURG PLACE Asphalt Concrete surfacing not shown for clarity. <br /> POLK WAY Sta. 5+32 to Sta. 17+41 ( 34' W i de) 4, 568 S. Y. <br /> TOTAL 15 EACH ( Williamsburg P (. to Harrisburg P l. ) 1, 652 S. Y. TOTAL 31, 945 S. Y. <br /> POLK WAY <br /> ( Harr i sburg P 1. to Leesburg P1, ) 2, 223 S. Y. <br /> LEESBURG PLACE <br /> ( Doug (as Rd. to Ben. Holt Dr. ) 2, 301 S. Y. LONGITUDINAL PLANING DETAIL <br /> TOTAL 16236 S. Y. MINOR CONCRETE <br /> CURB, GUTTER & SIDEWALK <br /> Location Quantity <br /> ADJUST FRAMES AND GRATES <br /> (S.D.I.) THROUGHOUT PROJECT <br /> Location Quantity 1 BELMONT PL ( S) @ SWAIN 18 L. F. <br /> y 2 BELMONT PL ( NW) @ SWAIN 20 L. F. <br /> THROUGHOUT PROJECT 3 BELMONT PL ( NE) @ SWAIN 24 L. F. <br /> 4 BELMONT PL ( SW) @ PORTER 20 L. F. <br /> BELMONT PLACE ( NE) @ SWAIN 1 EACH 5 BELMONT PL ( SE) @ PORTER 21 L, F. <br /> BELMONT PLACE ( SW) @ DOUGLAS 1 EACH 6 BELMONT PL ( NW) @ PORTER 21 L. F. <br /> BELMONT PLACE ( SE) @ DOUGLAS 1 EACH 7 BELMONT PL ( NE) @ PORTER 20 L. F. <br /> BELMONT PLACE ( NE) @ CALHOUN 1 EACH 8 BELMONT PL ( SW) @ DOUGLAS 20 L. F. <br /> BELMONT PLACE ( W) @ CALHOUN 1 EACH PLACE ASPHALT CONCRETE 9 BELMONT PL ( SE) @ DOUGLAS 21 L. F. <br /> BELMONT PLACE ( SE) @ SHERIDAN 1 EACH 10 BELMONT PL ( NW> @ DOUGLAS 21 L. F. <br /> BELMONT PLACE ( NE) @ SHERIDAN 1 EACH 11 BELMONT PL ( NE) @ DOUGLAS 20 L. F. <br /> RUTLEDGE WAY ( NW) @ ALEXANDRIA 1 EACH (Misc. Areas) 12 BELMONT PL ( SE) @ POLK 21 L. F. <br /> POLK WAY ( NW) @ ALEXANDRIA 1 EACH 13 BELMONT PL ( NE) @ POLK 22 L. F. <br /> POLK WAY ( NE) @ ALEXANDRIA 1 EACH Location Quantity S.Y. 14 BELMONT PL ( SE) @ CALHOUN 21 L. F. <br /> POLK WAY ( SE) @ ALEXANDRIA 1 EACH THROUGHOUT PROJECT 15 BELMONT PL ( NE) @ CALHOUN 38 L. F. <br /> POLK WAY ( SW) @ ALEXANDRIA 1 EACH 16 BELMONT PL ( W) @ CALHOUN 26 L. F. <br /> At Curb Gutter & Sidewalk 17 BELMONT PL ( SE) @ RUTLEDGE 21 L. F. <br /> LEESBURG PLACE ( NW) @ DOUGLAS 1 EACH replacement locations. Tota l 127 S. Y. <br /> LEESBURG PLACE ( NE) @ DOUGLAS 1 EACH18 BELMONT PL ( NE) @ RUTLEDGE 26 L. F. Const. <br /> LEESBURG PLACE ( NW) @ CALHOUN 1 EACH 19 BELMONT PL ( SE) @ SHERIDAN 21 L. F. <br /> TOTAL 15 EACH 20 BELMONT PL ( NE) @ SHER I DAN 21 L. F. Limits of Clearing & Grubbing <br /> 21 BELMONT PL ( SW) @ BEN. HOLT 22 L. F. <br /> 22 BELMONT PL ( SE) @ BEN. HOLT 20 L. F. <br /> 23 BELMONT PL ( N) @ BEN. HOLT 18 L. F. <br /> 24 SHERIDAN WY ( NW) @ ALEXANDRIA 21 L. F. I 1 . 2 4 0.5' <br /> 25 SHERIDAN WY ( SW) @ ALEXANDRIA 20 L. F. <br /> 26 RUTLEDGE WY ( NW) @ ALEXANDRIA 21 L. F. <br /> 27 RUTLEDGE WY ( SW) @ ALEXANDRIA 21 L. F. Back Sidewalk <br /> c <br /> 28 RUTLEDGE WY STA 16+25 LT 28 L. F. shall conform <br /> to exist. radius. <br /> 29 POLK WAY ( NW) @ ALEXANDRIA 21 L. F. Conform <br /> 30 POLK WAY ( NE) @ ALEXANDRIA 21 L. F. Conform <br /> 31 POLK WAY ( SE) @ ALEXANDRIA 20 L. F. Planed Gutter <br /> 32 POLK WAY ( SW) @ ALEXANDRIA 32 L. F. Surface Grade 1/4'_ per 1 ' <br /> 33 POLK WAY ( NW) @ WILLIAMSBURG 20 L. F. <br /> 34 POLK WAY ( SW) @ WILLIAMSBURG 21 L. F. _ <br /> 35 POLK WAY ( NE) @ WILLIAMSBURG 20 L. F. r5O"'lAsrp)jholt <br /> 36 POLK WAY ( SE) @ WILLIAMSBURG 20 L. F.37 POLK WAY ( NW) @ HARRISBURG 21 L. F. <br /> 38 POLK ADJUST FRAMES AND COVERS ASPHALT CONCRETE (TYPE B) 39 POLK WAY ( SE) @ HARRISBURG 2 @ HARRISBURG 01 L. F. Minor Concrete <br /> (Water VaIVe$) 40 POLK WAY ( NW) @ LEESBURG 20 L. F. 641 POLK WAY ( SW) @ LEESBURG 20 L. F. <br /> Location Quantity 42 LEESBURG PL ( E) @ POLK 15 L. F. <br /> Location Quantity 43 LEESBURG PL ( S) @ DDUGLAS 15 L. F. Concrete <br /> 44 LEESBURG PL ( NW) @ DOUGLAS 22 L, F. (Misc. Areas) <br /> THROUGHOUT PROJECT Malnl ine 3, 203 Tons 45 LEESBURG PL ( NE) @ DOUGLAS 23 L. F. <br /> Intersections 98 Tons 46 LEESBURG PL ( SW) @ CALHOUN 20 L. F. <br /> BELMONT PL, STA, 16+70 13' Rt. 1 EACH Misc. Areas ( @ C. G. & S. Rep (acement) 47 Tons 47 LEESBURG PL ( NW) @ CALHOUN 20 L. F. Curb height to conform to existing.. <br /> BELMONT PL. STA. 16+75 13' Rt. 1 EACH TOTAL 3, 348 Tons 48 LEESBURG PL ( SW) @ RUTLEDGE 20 L. F. <br /> TOTAL 2 EACH 49 LEESBURG PL ( NW) @ RUTLEDGE 20 L. F. <br /> 50 LEESBURG PL ( E) @ RUTLEDGE 15 L. F. <br /> 51 LEESBURG PL ( SW) @ SHERIDAN 22 L. F. <br /> 52 LEESBURG PL ( E) @ SHERIDAN 15 L. F. <br /> 53 LEESBURG PIL ( SW) @ BEN. HOLT 21 L. F. <br /> 54 LEESBURG PL ( SE) @ BEN. HOLT 27 L. F. CURB. GUTTER & SIDEWALK DETAIL <br /> TOTAL 1, 146 L. F. Notes: <br /> 1 . Handicap Ramps (Case 6). Refer to S.J.Co. Improvement <br /> Standard Nos. R-10A & R-10B. <br /> 2. Gutter grade shall be a straight grade between conform <br /> points except where S.D.I. are located within the limits of <br /> Handicap romps. Exact elevations of S.D.I. frames and <br /> grates will be determined by the Engineer. <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED 7DAT]E SUMMARY OF QUANTITIES SHEET TOTAL <br /> B. y`&"""" 9/98 COUNTY OF SAN JOAQUIN NO SCALE and WEST STOCKTON STREETS RESURFACING N0. SHEETS <br /> l/� �� 98 �� �3 /ice f CONSTRUCTION DETAILS 8 8 <br /> FILEN E DRAWER I SHEET NO. ACAff REVISIONS DATE <br /> fie I (P7 gis_cad\...\projects\west stockton streets\sheet 8 <br />