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HomeMy WebLinkAbout2481-13.tif!OH It 100 /- j :*2175*frontage*1 ayou-1-*8044bbe9. dgn LEI 0 • • L() 114 115 CONSTRUCT I ON NOTES: CONSTRUCT NEW PAVEMENT SECTION. STRUCTURAL SECTION IS 6 1/2 INCHES A.C. PAVEMENT OVER 4 INCHES CRUSHED AGGREGATE BASE. CONSTRUCT 8 CURS AND GUTTER PER CITY STANDARD DETAIL CONSTRUCT 8 ASPHALT CONCRETE DIKE PER CITY STANDARD DRAWING 136. CONSTRUCT GRADED SWALE. INSTALL 4 CONDUIT PER DETAIL SHEET 19. POLE AND LUMINAIRE TO BE INSTALLED BY S.C.E. 118+80.4.1 EC nd Cur n u er Begin AC Dike 20' Rt 115+58.19 E.c. 'So Hichlaeld Ave _ = 1154-58.19 BC C Temp. Cont. No Radius A Tangent Length 720' 6447/30" 456.85' 814.20' @ 740' 24°56/54" 163.70' 322.22' 1- 0 _J 0_ acimmus. iOIMENCTON MOLL WWI 1 LOCATION OF MEMO= UTILITIES SY CONTACTINI UTILITY UNOENSIOUNS VICE ALERT AT 1-1100-412-41111 "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR. UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." DRAWING NO.: 13 APPR D BY: DATE: I( ir 91 .R481 CITY ENGINEER R.C.E. 25126 31