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X <br />n- <br />AN <br />Ln <br />> <br />bi <br />LA Ljj <br />LU <br />Cr 0 <br />ui <br />0 <br />D <br />0 <br />IN, <br />0 >- >- <br />W CO CO <br />0 <br />_j Uj <br />U 0 <br />-j (n Uj <br />WEST LEVEE ROAD <br />POST MILES SHEETI TOTAL' <br />DIST COUNTY ROUTE TOTAL PROJECT NO.ISHEETS <br />10 Si 2 105 <br />ETW ETW Notesi 6Z4. <br />51 Vor I es Vor I es 51 1 Existing Structural Section will be REGISTERED CIVIL ENGINEER <br />out & removed to a minimum depth <br />Varies- Varies 2'to 31 of 0. 3' from Sto 17+001 to 17+52± & NOV <br />2j to Y (9'-12.5')** from Sta 22+34± to 23+00± on West <br />Varies from Levee Road. The remaining Structural PLANS APPROVAL DATE <br />/PG -2% to -1.29%+ Section shall be obliterated. Sccramento, confornia 95827 <br />r Z",--Vorles from IMBSEN & ASSOCIATES,INC. <br />-9,0/ -5% to -1.61%± 2) New Structural Section profile will 9833 Horn Road, Sulte C <br />�ESSION4 <br />ARLIE SKELTON <br />L�j <br />fif No. 12966 <br />Exp.3/31/97 /* <br />CIVIL <br />F C <br />I Sec I on <br />match existing Structura <br />profile at StG 17+00± & 23+00± on West <br />Levee Road and StG 26+00 on East EAST LEVEE ROAD <br />�VcIrles from 0. 30' AC (Type B) Levee Road. ETW ETW <br />-5% to -2% 0. 70' C I . 2 AB 00 <br />3) The width of the A.C. will vGry to the <br />left and to the right of the E.T.W. On 5' D-w V a r 9 12' V a r 9' - 12' 5' <br />*STA 17+00 TO STA 17+70 the West Levee Road, the width to the Vor I es Vor I es <br />and Sto 22+30 to 22+50 and to the 2' to 5' <br />*STA 22+30 TO STA 23+00 left will vary from Sto 17+50 to 17+70 2'to 5" <br />right from Sto 18+80 to 19+00 and Varies from <br />WEST LEVEE ROAD Sta 22+00 to 22+20. On the East Levee PG -2% 5% to -2% <br />ETW ETW Road the width will vary on both sides -27. <br />t-1 'Da+nn r,� 97+nn -.-W- - ? %V. <br />2' 3'- Vor I es Vor I es 5 4) From Sto 29+60 to 30+50-+ along theEast <br />(11.5'-15.5')* (12')* Levee Road, the shoulder width andcross <br />For Location of (12.5'-16.5')** (9'-9.5')** 31 slope varies. See sheet C-2. Thenew ee 0. 30' AC (Type B) <br />Type C (Low Dike) Varies from 0. 70' C1. 2 AB <br />structural section shall terminate at \,e <br />see "Superelevationt -1.29%± to +2% Sto 31+00±. From Sto 31+00 to Sto 31+78, <br />Contour Grading & 8-A PG , Varies -1.61%-+ fill compacted to 90% shall be used for a STA 26+00 TO 27+00 <br />DrcInage,,C-I"sheet - To +2% smooth shoulder transition to the existing <br />Varies from <br />cross section. The transition shall be In <br />e,( accordance with the Plan and Profile <br />5% to -2% <br />geometry as outlined on Sheet P-1. <br />�'Vorles from I--, / <br />0.30' AC (Type B) 4 <br />0.70' Cl. 2 AB -2% to +2% <br />EAST LEVEE ROAD <br />*STA 17+70 TO STA 18+17 E T W <br />**STA 21+83 TO STA 22+30 Varies from <br />-2% to -4% V a r I e s 12' -29. 121 <br />Fo Loco ton of <br />cr <br />W <br />W ETW <br />z z <br />6 0 <br />Z <br />W -J d2' 3' --Iw <br />W <br />For Location of <br />U <br />W Type C (Low Dike) <br />W see "Superelevotlong <br />0 -1 <br />Ily Contour Grading & (n8-A <br />0- Drainage,C-1"sheet <br />e( <br />W <br />be <br />cc 6 <br />C> <br />W <br />LA <br />C.> co <br />X <br />00 <br />ETW <br />LA- <br />> <br />0 <br />L 2 3 <br />Uj For Location of <br />Type C (Low Dike) <br />see "Superelevotlong <br />Contour Grading & 8-A <br />Uj Drolnoge,C-1"sheet <br />C% C' <br />4X <br />C> <br />C,I> W <br />FC '*Vi' <br />R' <br />C> <br />X <br />No Changes Py- <br />Date <br />Triis Drawirla, Show(] VO4 <br />rson Usnq, <br />Any F�) I <br />Sfte <br />All inforrnotion B\ <br />Ln <br />0 <br />co <br />Ln <br />M <br />OC, <br />FORM DC-OE-92-PF (REV. 3/88) <br />WEST LEVEE ROAD <br />ETW <br />Vor I es <br />Vor I es <br />5 <br />15. 51-22" <br />10. 51-121 <br />(16.51-22.5')** <br />(9. 51 - 1 1. <br />5' <br />.4 3%. <br />- PG <br />-27. <br />+2Y. <br />+2% +2Y. <br />0. 30' AC <br />(Type <br />B) E) <br />0. 70' C 1. <br />2 AB <br />*STA 18+17 <br />TO STA 19+10 <br />**STA 21+00 TO STA 21+83 <br />WEST LEVEE ROAD <br />ETW <br />Varies 22'-24.5" Vor 10. 5' - 1 1. 5' <br />*---K <br />PG <br />-2% +2% <br />0. 30' AC (Type B) <br />0. 70' Cl. 2 AB <br />STA 19+10 TO STA 21+00 <br />WEST LEVEE ROAD <br />Vor I es <br />X-0- <br />Match Bridge <br />Cross-SectIon <br />From -�-Sta 19+10 <br />To -�Sto 21 +00 STA 2+39.25+ along <br />of Bridge <br />Varies from <br />+2% to +0-45% <br />Type C (Low Dike) Varies from <br />see "Superelevotlon, PG -2% to +4%. <br />Contour Grading & 8-A <br />Drainage,C-2"sheet Vor 1 es from <br />-4% <br />-2% to M\ <br />0.30' AC (Type B <br />ee 0. 70' C I . 2 ABI <br />STA 27+00 TO 12+15 (Bridge <br />4: / ot_ <br />��, 0 -� -�ej- <br />For Location of <br />Type C (Low Dike) <br />see "Superelevationg 8-A <br />Contour Grading & <br />Drolnege,C-2"sheet <br />ETW <br />31 2' <br />EAST LEVEE ROAD <br />ETW ETW <br />Varles*Varles 9' to 12'* Varies 9' to 12' 51 <br />N--.W <br />..j�-Vor I es Vor I es 2' to 31 <br />Vor I es * �- � <br />K\ �� ee <br />See Note 4 <br />\,e <br />PG <br />--2% <br />2% <br />0.30' <br />AC <br />(Type <br />Bj <br />0. <br />70' <br />C I . 2 <br />AB <br />STA 29+60 TO 31+78 <br />EAST LEVEE ROAD <br />--Vorles <br />-2% -2% to -5% <br />Or F- <br />BACON ISLAND ROAD BRIDGE AT MIDDLE RIVER <br />TYPICAL CROSS SECTIONS. <br />NO SCALE <br />X- I <br />FOR REDUCED PLANS 0 1 2 3 Cu EA <br />ORIGINAL SCALE IS IN INCHES <br />