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S Exist. Const. i R/W Const. do R/W E.P. Var. 4' R/W i R/W 28'-39' 3 Limits of Clearing and Grubbing, Earthwork (Roadway Widening) i 4'-12' $ 6 4'-12' GENERAL NOTES Existingo.ae' Pavement Reinforcing Fabric Pavement Reinforcin Fabric Planed Surface Vor. 24' — 4 Var. 24' — 49, Surface 1. All earthwork (except for placement of shoulder backing) shall i Sea Shoulder I 2❑ See Shoulder be completed prior to placing final layer of asphalt concrete. I Conform — — _ — Vor. 34'-45' . Var. 34'-43' No Shoulder Backing shall be deposited or drifted on the — — — — — — — _ — —7r Details this I I I Details this final lift of A.C. Surfacing. sheet. i sheet. 2. Existing survey monument frame and cover at Sta. 528+55.76 shall be adjusted to finished grade. Note: Asphalt Concrete base and surfacing not shown for clarity. O E.P. E.P. ❑2 3. All existing trees, shrubs, fences and other frontage improvements Var. 4, Var. Var. 4 Var. shall remain in place unless otherwise indicated on the plans. 2'-13' 28'-39' 28'-37' 2'-13' 4. Placement of asphalt concrete surfacing shall not begin until PAVEMENT PLANING DETAIL i the asphalt concrete base used in roadway widening areas has been in place for 12 hours. WIDENING AREAS 5. Asphalt Concrete shall be placed in one layer with pavement ❑3 i ❑3 reinforcing fabric placed in traffic lane areas only. 4 24' �-�� 24' 4' 6. The Contractor shall scarify native soil adjacent to pavement 1 at intersection radii to a depth of 6" and blend shoulder backing material prior to compaction. Payment for blending 81X 8% _ shall be considered as included in the price for Shoulder Backing. 7. Payment for removal and disposal of existing drainage pipes shall 2R _Var. Var. 2% _ be considered as included in the price for Reinforced Concrete Pipe. Existing Roadway See Planing Detail for widening areas this sheet (Typ.) 0.20' Asphalt Concrete 1.05' A.C. Base (Typ.) (Type A) 0.08' A.C. Base (Typ.) Construction Notes ID Limits of Mailbox Relocation. 2 Refer to sheets 3-4 for locations TYPICAL SECTION and dimensions of widening. Ste. 509+07 to Ste. 540+63 Const. do R/W R/W ® Sta. 525+00 to Sta. 528+00 (Rt.) Sta. 529+00 to Sto. 532+00 (Lt.) 85' — Limits of Clearing & Grubbing, Earthwork (Roadway Widening) E.P. Const. do R/W Const. do R/W r--�43' 6' 0' Var. Limits of Earthwork I rVar.��i i Limits of Earthwork 1 (Roadway Widening) (Roadway Widening) E.P. . I E.P. 0.30' Shoulder Backing 0.04' � Var. 6' 2' or 6' Var. ft an 6' i Conform \ / Original Ground Exist. surface (Typ.) i Conform i g�� ,f-- � \\ � ��7 0.30' Shoulder Backing \ / 0.04' (Typ.) Embankment T Elev. 40.00 (Level) / * 0.30' Shoulder Backing \ 2': Sta. 509+07 to Sto. 513+00 (Rt.) Exist. surface Sta. 522+06 D Sta. 524+75 to Sta. 528+00 (Lt.) to Sta. 522+84 (Rt.) * ( ) SHOULDER DETAIL B Embankment Embankment shall be native material excavated from 6 : Sta. 509+07 to Sta. 524+75 Lt. Sta. 522+20 to Sta 522+85 (Lt.) Earthwork limits. Payment for embankment work shall Sta. 513+00 to Sta. 524+75 (Rt.) Ste. 530+00 to Ste. 540+63 (Rt.) be included in Earthwork (Roadway Widening). Sta. 528+00 to Sta. 540+63 (Lt.) SHOULDER DETAIL A SHOULDER DETAIL C Ste. 509+07 to Ste. 540+63 (Lt.) Ste. 520+15 to Ste. 524+35 (Rt.) Ste. 509+07 to Ste. 530+00 (Rt.) DRAWN BY DATE PRWECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATESHEET TOTAL COUNTY OF SAN JOAQUIN SCALE AS SHOWN TYPICAL SECTION ELEVENTH STREET WIDENING AND RESURFACING NO. SHEETS �. ,u. Yw'm [6100 �� i�yior Q z/iy/� ri �J�i1i, L��/. � z��/� (0.4 mi. West of Banta Road to 0.2 mi. East of Banta Road) 2 7 FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE typsec.dwgE OZ e:\project\11 th—banta\typsec