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I <br /> n 7Sa� <br /> tl1� <br /> 0.25' A.C. Overlay 50' A.C. Trans. 0.35' A.C. Overlay 50' A.C. Trans. 0.25' A.C. Overlay <br /> Sta. 23+18 (14' Rt)f n L Construction <br /> Place 18" S.D.I. 41 E. <br /> Connect to existing pipe <br /> E.P. o o 0 o o <br /> + w + + + + <br /> M a� <br /> _ D E.T.W. B R U E L L A R 0 A D N E <br /> r <br /> 0 <br /> 230 <br /> \ N E.T.W. 24 26 27 N N 43 4 N N 48 N <br /> n r — — N <br /> o <br /> � +I <br /> X -x- - x---x---x---x---x---x---x---x---x -x-- -x---x-- -x---x-- x---x o �- <br /> T.P. <br /> o N a <br /> \ + <br /> rn \ 3 w <br /> 0 <br /> C \ tiS <br /> E PT SIN <br /> E C a + N <br /> 3 <br /> 0 Y a 3 <br /> 9 Y >a C <br /> p N Y <br /> 3 0 o v Ea v o <br /> 3 + Cyy + 33 <br /> +i V <br /> + C Q Q Q <br /> 'O+v v v <br /> 0 C C C <br /> M o 5' A.C. Walkway (See Details Sheet 2) w o <br /> Earthwork (Misc. Areas - Type 2) <br /> Assumed Datum: <br /> Elev.- 102.70' ® Spike Head N ��� n,.^ �o 1P ^',..a la <br /> on Pole ® Sta. 23+54 (Lt.) N <br /> - oC_........_..._...- . .. 0 <br /> N11 <br /> iwNg-{ oN.,N ........ oNr}�" ...- ..-...._N3 uw) .............. .........:.. .-_N3- <br /> . N <br /> . . . . I<, ......Vi. o <br /> Proposed E.T W II It <br /> w <br /> N , i 0 <br /> 104 v wy w w ww w T w - <br /> y <br /> ...... _ ........ <br /> od F. <br /> o ProposeL 3:1 3 Exist. F.L. II <br /> w 3 w <br /> F7 <br /> 103 - o wIll, wu: wti w � ._ ww ww w w <br /> �-- 0.05%', <br /> 102 - - - - - - - - - <br /> 101 <br /> 23+00 S.D.I. invert to 23+50 24+00 24+50 25+00 25+50 26+00 26+15 <br /> match exist. pipe A. C. GUTTER GRADE <br /> s<, <br /> �7 <br /> �y L4gJ <br /> y�tl i <br /> 0.25 A.C. Overlay <br /> Embankment Repair <br /> Refer to Sheet 2 j <br /> Note No. 6 j <br /> -H -H �- E.P. d, Construction a j <br /> v n <br /> 4 m + W + F A + II + (A) <br /> N a B R U E LLA R 0 A D <br /> a7 0 <br /> 0 L <br /> 77 78 79 80 81 82 83 N <br /> N I, N <br /> N a N <br /> ) p In <br /> u + + <br /> (A) <br /> Sta. 80+95 (Rt.) u <br /> E.P. + Adjust Exist. S.D.I. + + <br /> to grade <br /> Embankment Repair <br /> Refer to Sheet 2 Adjust Exist, Overside Drain <br /> Note No. 6 <br /> Sta. 82+53 (Lt & Rt.) <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> CAximt �' A1� �/ / � ��, W'sy C �� C,INTY OF SANK J ( -) Ui ,J SCALE: 1 "=20' PLAN BRUELLA ROAD RESURFACING NO. SHEETS <br /> 41 4 aD�z �is�az �� �! , �i "7oa q � , 6� 0 (State Highway Route 12 to Peltier Road) 4 6 <br /> FILE NAME DR ER SHEET NO, ACA REVISIONS DATE <br /> s heet_nome.dwgAVAcadtempAprojectsVbruella\bruella-big plans <br />