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CD <br />X <br />M <br />0 <br />Z <br />Const. <br />---0 Limits of Clearing and Grubbing -�- <br />• Limits of Mailbox Relocation <br />* Refer to plan sheets for <br />width variation. <br />I YNI UAL SEU I 1 UN <br />Sta. 475+11± to Sta. 550+50 <br />1. Existing drainage facilities shall remain <br />in place unless otherwise noted on the <br />plans. <br />2. Existing curbs, curbs and gutters and <br />asphalt concrete dikes shall remain in <br />place unless otherwise noted on the <br />plans. <br />3. Existing oleanders between Sta. 532+90 <br />to Sta. 548+90 left shall be trimmed <br />to clear construction equipment. <br />4. Existing trees located left of Sta. <br />536+95; Sta. 540+75 and Sta. <br />540+80 shall be removed. <br />5. Where superelevations exist on <br />horizontal curves, the new surface <br />slope and drainage shall conform to <br />existing. <br />COUNTY OF SAN <br />A <br />nn DRAWN BY DATE I PROJECT <br />ENGINEER <br />JOAQUIN <br />GENERAL NOTES <br />6. Asphalt Concrete shall be placed in tNo <br />layers of approximate equal thickness <br />with pavement reinforcing fabric placed <br />between the layers. Placement of the <br />top layer shall not begin until the lower <br />layer has been in place a minimum of <br />12 hours. <br />7. Care shall be taken when paving Asphalt <br />Concrete Frontages (Driveways–Type E) <br />so as not to obstruct existing drainage. <br />8. Limits of work shall conform to face of <br />curb, asphalt concrete dike or lip of <br />gutter in areas where these facilities are <br />existing, unless otherwise noted on plans. <br />NO SCALE <br />DATE CHECKED DATE I SUBMITTED <br />1151 ?6 ���j9h 1170� �C44 f - <br />-- -- 51 -- <br />Existing <br />'- Existing <br />Surface <br />— <br />CE <br />Const. <br />Var: <br />- Conform <br />Grading Plane <br />- Existing Curb and Gutter <br />Note: Asphalt concrete surfacing not <br />shown for clarity. <br />PLANING DETAIL <br />9. The contractor shall use caution during <br />pavement planing so as not to damage <br />existing loop detectors in all four <br />quadrants c{ the Chrisman Road <br />intersection, unless shown on the plans <br />to be replaced. <br />10. Survey Monument Frames and Covers <br />Place Survey Monument Frames and <br />Covers at Sta. 502+19f and Sta. <br />5284-62±. Exact locations to be <br />determined by the Engineer. Refer to <br />S.J. Co. Std. Drawing No. R-28 for <br />Details. <br />11. The contractor shall notify the Engineer <br />10 working days prior to beginning work <br />at the left turn lane between Sta. <br />476+18 and Sta. 488+00. <br />TYPICAL SECTIONS <br />DATE APPROVAL E,00MMENDED, DATE <br />ELEVENTH STREET RESURFACING Sheet N�. <br />(Chrisman Rd. to Lovely Rd.) 2 of 9 <br />