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Const. R/W I R/W I I Limits of Clearing and Grubbing, Earthwork (Roadway Widening) 35 0' ' Survey Const.R/W ( R/W ,4 32' 40' 5.5 8' 5' 12' 12' 12' 5' 8' 5.5' I Limits of Clearing and Grubber Sidewalk Parkin Bike Lane Traffic Lane Two Way Center Limits of Earthwork Parking Turn Lane Traffic Lane Bike Lone Parking Sidewalk —10' (Roadway Widening) 8.5' 3.5' 12' 30' 18' 7.5' 4.5' 33.5' 2-8.9' 2' 12' 31 .5 See Planing Detail 1 '� 6.5' Conform Conform Sheet No. 5 1 1 ' 7.5 Var, 0'-18' Var. 12.5'-31 .5' 25.5' 1 ' 7,5' 1 ' I Var. Va_ r,_ 1p C = 11 ' ��E5%V r. 1%-4% i Var. V r �_ — — — — — — — — — — — — — — a 77 a .� Var. 1% Existing C. G. & S. Refer to S.J.Co. Std. C.G. & S. (Vertical) to remain in place 0.17' A.C. Overlay Drawing CW-C7 C.G. & S. (Vertical) Existing Pavement 1 . 15' A.C. Widening (Typ.) Refer S.J.Co. L0.17' A.C. Resurfacing Std. Drawing CW-C7 1 .15' A.C. Widening Existing Pavement 1 .15' A.C. Widening TYPICAL SECTION 1❑ Refer to Variable Surfacing And Planing Detail this sheet. (Sto. 15+50 to Sta. 16+50) TYPICAL SECTION (Sta. 3+00 to Sta. 14+50) Trench Surfacing: Pavement Areas = 1 .00' Asphalt oncre a Base, A.C. Misc. Areas (Type 2). 0.30' Asphalt Concrete (Type A) 0.30' Asphalt Concrete (Type A) Outside of pavement areas = 6" native soil A.C. Miscellaneous Areas (Type 1) A.C. Miscellaneous Areas (Type 1) backfill compacted to 85% relative compaction and surfaced with sod or topsoil as required 0.12' A.C. Planing to match site conditions. 11 ' Finished 6" Min. 6" Min. Surface Existing (TYp•) Existing Pavement (Typ•) Existing Pavement 0.17' A.C. Overlay Surface (� T _ _ Conform C Asphalt Concrete Base 66 ' Minimum Relative compaction Existing Surfacing Surface / T 909 outside of Planed ///// /// / v o P P \ / // / / y of 95% under pavement and \ o O \ / pavement areas. \ // ///// / / 3'-0' / / Full Depth ocn /////// Select Material \ Compact in 12" max. Existing Pavement 1 ' ///// // p U o /// / compact act in 12" Max. \ layers to a minimum Limits of Planing /%///�// j Controlled L = `o \ ///�///j / Layers, Relative \ / relative compaction of 90%. Density Fill (CDF) a v o > //j///j/ Compaction 85% \ Com act in 12" max. i Q) > C / / i Variable P a =' o %/ i layers to a minimum U / p• Q. relative compaction / L� 0 0 Structure Backfill Material of 85%. O.D./2 Compact in 6" Max. Layers O.D./2 Structure Backfill: ompac in 6" layers to a VARIABLE SURFACING AND PLANING DETAIL Relative Compaction 95% minimum relative compaction Sta. 3+00 to Sta. 8+08 (Rt.) I LO.D 0.30' Sond Bedding LO.D.- 0.30' Sand Beddi 10Minng 3" Min. I�-O.D.�I 3" Min. " . ' . 10" Min. 10" Min. 10" Min, O.D. O.D. O.D. + 6" Min. + 20" Min. + 20" Min. Var. 7.5' OPTIONAL WILSON WAY XING DETAIL WILSON WAY XING ALL LOCATIONS AT SANGUINETTI LANE N Y Sidewalk 0' - 5' C. & S. (Sta. 1 +16 to Sta. 2+40) (Sta. 1 +16 to Sta. 2+40) Except Wilson Way (Sta. 1 +16 to Sta. 2+40) X O 03 O O TYPICAL TRENCH DETAILS Y L U O � C O U GENERAL NOTES NOTES: 1 . All existing trees, shrubs, and fences shall remain in place unless 1 . Pavement shall be neatly cut to line prior to trench ESS/ � otherwise noted on the plans. excavation. The Contractor may use wheel, or Q`s ( M. N/ 4. Water Valves, and Gas Valves shall be adjusted by others after knife-type or similar equipment that will produce a 4" Minor Concrete after completion of the resurfacing project. neat line cut except that all cuts in Wilson Way No. 21258 shall be required to be saw cut. * UP. 9-30-01 2. Maximum payment width for A.C. Miscellaneous Areas rqJ C1V1` ADDITIONAL SIDEWALK DETAIL (Type 1 or Type 2) shall be the outside pipe diameter plus 3 feet. FBF CAItF�� Sta. 2+85 to Sto. 3+50 (Lt.) yyl DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL NO SCALE TYPICAL SECTION 31 97 4 COUNTY OF SAN JOAQUIN SANGUINETTI LANE IMPROVEMENTS NO. SHEETS ,✓� (Wilson Way to Alpine Ave.) 2 13 ILE NA AT DRAWER SHEET NO. ACAD REVISIONS DE \sam\songuin\typsec