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CCO 028 - Sheet 6 of 6 <br />120 <br />110 <br />E 100 <br />CL <br />O <br />ca <br />O <br />N <br />T <br />C+ <br />3 <br />v <br />li <br />3 <br />110 <br />C <br />0 <br />z <br />2 <br />c <br />0 <br />U <br />O <br />100 <br />U <br />N <br />N <br />o DATUM: <br />19 <br />U O <br />X <br />0 <br />w <br />v <br />FILE No. <br />a� <br />T: <br />FOR ACCURATE RIGHT OF WAY AND ACCESS DATA, SEE COUNTY OFFICE. <br />"R" 5+50.00 <br />BEGIN ALIGNMENT <br />Al <br />�--_ 1L <br />Al <br />J 22.00' Lt "R" 9+00.00 553�D CANAL <br />C:)FL 106.43 aG&E VAULT -Note _n SWA LE, <br />o Co <br />w 22.00' Lt "R" 9+50.00 <br />'0 FL 107.52CD <br />Co ~ +i 22.00' Lt "R" 10+00.00 <br />CN ® o FL 109.09 4 20 <br />+ Lam. — ,— s I , _ � '"� -- -►''/ <br />O IJ II + SWALE <br />RAW FL 105.36 � o <br />a 00 -t-- <br />-- --- _ r\ <br />21.92 Lt R 6+32.60 <br />FL 104.86f <br />CONFORM <br />21.99' Lt "R" 6+50.00 <br />FL 104.88 22.00' Lt "R" 7+00.00 <br />FL 104.90 1 17 <br />22.00 Lt R 7+50.00 <br />FL 105.00 22.00' Lt "R" 8+00.00 <br />I FL 105.07 „ <br />_ 22.00 Lt R 8+50.00 , <br />0 <br />7. <br />Ce <br />�N <br />SWALE C IA- <br />_�- 9+00 10+00 11+00 »R„ LINE 12+00 RwER Rd J�N <br />SCE � <br />CID Af <br />� NOTE 1. Existing PG&E Vault Location C� <br />24.78' Lt "R" 13+91.50 24.81' Lt "R" 14+00.91 _ _ w - r°�0 o <br />19.88' Lt "R" 13+91.61 Jok 19.92' Lt "R" 14+00.94 <br />7+W <br />SURVEY REVISION DESCRIPTION BY DATE I SCALE <br />A Pavement conform at west end SL 105/08/18 <br />HORIZONTAL: 1 "= 40' <br />VERTICAL <br />1 " <br />= 8' <br />0 <br />I I I <br />INCHES <br />10 20 30 40 <br />MILLIMETERS <br />11 <br />PREPAREDBY <br />DRAWN: <br />F. <br />DeMARCO <br />DESIGNED: <br />R. <br />GIBSON <br />2 <br />1 CHECKED-K. <br />OAKS <br />50 APPROVED: <br />T. <br />BARNARD <br />PAN <br />RIVER ROAD <br />10+00 11+00 12+00 13+00 14+00 15+00 <br />DATE ® U fN S AN 1`4 JC�AG2UIN COUNTY PUBLIC WORKS <br />P <br />(/).• r/\ f ,ate .1 <br />09-29-16 <br />09-29-16 <br />09-29-16 <br />09-29-16 <br />TECHNICAL SERVICES, INC. <br />2020 L STREET, SUITE 300 <br />SACRAMENTO, CA 95811 <br />T 916.414.5800 F 916.414.1557 <br />McHENRY AVE CORRIDOR IMPROVEMENTS <br />DRAINAGE/UTILITY PLAN AND PROFILE <br />"R" STA 5+50 TO STA 15+50 <br />RASHO J. GIBSON <br />No. C70999 <br />1=..Exp. 06-30-17 •; <br />s�lF OF CAL\EQ��\4 <br />120 <br />110 <br />100 <br />120 <br />C <br />K <br />100 <br />DU-7 <br />OF <br />DU-9 <br />SHEET <br />45 OF 176 <br />FILE NO- <br />