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C7 D Z 50' A.C. Trans. 0.10' A.C. OverlayD 50' A.C. Trans. I II �G ii I II I II Im1;_ -) Exist. A.C. Dike o I II IIto be removed I rn Conform I II 40' t I + ca W W W ■o I 1 � o 0. n n in 1 R/W N ■ FT �' _H N I c ■ . C: o 25' 5 ■ Exist. C.G.&S. to 25' E in N M remain in place 1/ E L) o o I I o -- — 0.08 - - ------ -------------- ---------- -- -- ---- -- - - --- ,/ • °' c o 0 o I I I Lo I M I I o m rn E.P. w 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . E.P. + + + T• 0.00' CL CONST. O• ----L-----� -- CL SURVEY -------- ® MAIN ® STREET 89 90 91 92 93 94 95 © N 96 ^ 98 w w - - - --L-- - - - ----- ---- ---i- ® - - - --A------ -- - -L- - ---�-------- ----A--- —� - - -------- - - -H_ —_—L=--—- - — ZD • ao ao 1 N N 60 • zo 41 It E.P. w �' o E.P. I o I c I N I I I N vrn 12' 12' 12' :7OL v ++ R/W n c LO r " 6 0, Sta. 91+18 Adjust Survey ro N m Monument Frame and Cover I N M Sta. 95+38 Adjust SurveyI c 6 to to Grade I I O w vi + to Grade + 00 Monument Frame and Cover N TYPICAL TRAFFIC LANE LAYOUT + + ,LO BEGINNING OF PROJECT + + END OF PROJECT DESIGN DESIGNATION LEGEND (20 Year – 2017) 0.90' Asphalt Concrete Widening A.D.T. = 9,000 D = 55% D.H.V. = 900 T = 3% ® Variable Depth of Asphalt Concrete Overlay V = 45 M.P.H. 0.00' Depth of Asphalt Concrete Planing ■ Limits of Asphalt Concrete Planing R Conform to existing radii • Limits of Mailbox relocation ® Sanitary Sewer Manhole Frame and Cover Offset Dist. from to be adjusted to grade to q Survey to CE Const. ® Storm Drain Manhole Frame and Cover Sta. Right to be adjusted to grade 89+20 6.40' ESSz� OO Telephone Manhole Frame and Cover 90+00 6.00' �D M. h� to be adjusted to grade by others 91+00 5.43' 92+00 4.78' v 93+00 4.13' No. 21258 Exp, 9-JO-97 Const. 94+00 3.48' t r 95+00 2.83' 96+00 2.18' FOF CAl1F0� l Const. 97+00 1.53' 97+50 1 1.20' >( � C' /7! Limits of Clearing and Grubbing 12' g' 12� Variable "A Variable Refer to 34.6'-36.2' I 24'-30' Var. Depth I Planing Detail Var. 18' 16'_22' A.C. Leveling Comform I Sheet No. 4 16.6'-18.2' R W I or Comform Var. / 0'-7- 111. –7 .2%_ --- co 111.20'–6.40 Conform I--___� i� – --- Var. _2% I I _Var_ % % r----- – t. – ------ - � � Var – ----- ---- ---- --- s -- _ _ -- -- ----------- ------- ---- — _ --- J GENERAL NOTES L -- ------- ---- -- ------ ---- ---- ---- - - - Exist. Surface See A.C. Leveling Shoulder Embankment Backin rn Detail This Sheet .01' A.C. Overlay g 1. Telephone service Manhole at Sta. 94+24 (t24' LT.) shall be 3 A.C . LEVELING DETAIL adjusted to grade by others after the completion of resurfacing Existing C.G & S. 0.90' Asphalt Concrete Widening Sto.91+20 to Sta. 95+80 (Lt.) 2. Native material from excavation of wideningareas shall be spread and SHOULDER DETAIL Existing Structural Section SHOULDER DETAIL p compacted on shoulder embankment areas provided a minimum depth of S WITH C.G.& S. WITHOUT C.G.& S. D ( ) TYPICAL SECTION ( ) 0.25' shoulder backing material is maintained for the 4' adjacent to the E.P. Sta. 91 +20 to Sta. 95+11 Lt. Sta. 89+20 to Sta. 95+20 Lt. Sta. 95+79 to Sta. 97+50 (Lt.) Payment for placing native material shall be considered as included in the price Sta.89+20 to Sta. 97+50 Sta. 89+20 to Sta. 97+50 (Rt.) for Roadway Excavation and no additional compensation will be allowed therefor. D U S DRAWN BY DATE D PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVA RECOMMENDED DATE SHEET TOTAL °p" `� �"°"' '�97 3 > 3 COUNTY OF SAN JOAQUIN SCALE 1 " = 40' PLAN & MAIN STREET WIDENING AT CARDINAL AVENUE NO. SHEETS TYPICAL SECTIONS (500 West to 200 East of Cardinal Ave.) z 4 0 FILE ME DRAWER SHEET NO. ACAD REVISIONS DATE D U e:\ponch\odcodd\p\maincord\plan U D U S O D W