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'ON 133HS 83M'da0 40' 0.25' A.C. Overlay 70' 40' 0.25' A.C. Overlay A.C. Trans. A.C. Trans. A.C. Trans. 21 ' 60' X10' CID CO o ♦ o o o m o 0 o Exist. Pull Box ♦ o �, o in and Traffic Pole Place Ashpalt Concrete Sta. 7+50f / o Exist. 0 3 + a 3 0 0 Sta. 5+16 to to remain + (Misc. Areas). Refer R & D Exist. C.S.P. COrlstrUCtlOr1 ` Exist. Traffic Loops Levee x 1 Sta. 5+48 Lt. 5 to Trench Details Place 40 L.F. 12" dia. I Ic.) to remain in place (F O ♦ (TYP•) II Access) Sta. 3+90 (Lt.) lA�Levee r Place (Type C) Angle Point 00 Sheet No. 2 C.S.P. (0.079" Thick) / 222959466N Place 24 L.F. , , . ^/` ___,_ o� J A.C. Dike (Type C) m a o 6,368,467.34E � °� o New E.P. Exist. E.P. � — — — — — — — — — — — — — — — — — — — t — — — — ' m rn J ) ) ' 4 a' 8 g a0 BRIDGE NO. 29C-282 7 - - - -- - _ - -1 - - - - — --- - -- a F KETTLE MAN LANE o ;' - - -- - - - - - - - - - - - - ) -�� __�_ -_ Angle Point 2,229,596.79N / U — 6,368,588.93E E.P. • Exist. �y Levee Exist. Overside Drain �� Exist. Field Entry to remain ne LExist. A.C. Dike Levee Sta. 3+56 to Sta. 5+16 to _ w ♦ to remain T Access Sta. 3+90 (Rt. ( Acaess Sta. 5+48 (Rt. to remain (Typ.) _ Exist. Yellow Line = ti ♦ BEGINNING OF PROJECT ( yp ) Place 34 L.F. ) Place 32 L.F. ) Maintain Exist. Drainage Flow Center Line of Survey A.C. Dike (Type C) 1 A.C. Dike (Type C) y 5 LEGEND Refer to Sheet No . Caltrans � <�' ♦ county f O r Bridge Railing Details Construction Center Line Information Variable Depth Asphalt Concrete Overlay Sta. 0+30 to Sta. 6+70 : Const. = q Survey 0.00' Depth of Asphalt Concrete Pavement Planing Sta. 8+00 to Sta. 11 +40 ; � Const. = 2' north of q Survey Sta. 1 1 +40 to Sta. 15+40 : Refer to Curve Data ■ Limits of Asphalt Concrete Pavement Planing Sta. 14+91 to Sta. 52+82 : q Const. = (� Right—of—Way (N85'48'E) 0.40' A.C. Widening Sta. 52+82 to Sta. 56+82 : Refer to Curve Data Sta. 56+82 to Sta. 62+65 : Const. = 4' north of q Right—of—Way (N72'46'E) ¢ Exist. Utilities Poles to remain Sta. 62+65 to Sta. 64+65 : Const. = Survey unless otherwise noted. Y —� Prposed Flow Line Existing Flow Line °t 7 Limits of Earthwork ( Misc. Areas ) "CN>• 0.25 A.C. Overla Exist. Yellow Line = Center Line of Survey � - Sta. 14+DD t0 Sto. 19+OU LL. Sta. 23+00 to Sta. 24+00 �Lt.j w CURVE DATA Construction Minor Tree Trimming r r m Rod = 5,683 Ft. m + y— w o Ang = 4'01 '58" cn o h �` 8 _ _ - - --- - o Exist. Yellow Line = Tan = 200.08 Ft. 1'< ro _ _- ----- - - - - - 3 Center Line of Survey m + Exist. Pipes Ch = 399.91 Ft. ---- 18 New E.P. Exist. E.P. o to remain Len = 400 Ft. - - ---- - - -1—- - - 171N -- — � ---- -L--- - - 16 `° --- N N -- _ — 15 _ - --- - - - - - - T-4 --- ---- Const. Center Line = v - - —::--:L - -- - - - - - - —� - -- - -- _ _ - - - +.- . . o R/W Center Line — — — — — 11 — — — — — � t2 - - - - 0 0 rt }127 60 Center Line of � Sto. 12+70 New E.P.J Exist. E.P. 0 150' Crown Runoff aRight of Way + Place Monument 0 0 o Frame and Cover upere evation RunoffExist.re ince Refer S.J. Co. Std. Sto. 13+41 to remain 60' 150' Dwg. CW-M1 Point of Intersection Su erelevation Transition Crown Runoff Superelevation Runoff Superelevation Transition 300' 2% Full Superelevation 0.25 A.C. Overlay Exist. Double 36" Dia. °.y Corrugated Steel Pipe y P. G. & E. Substation `... J =__==_ Construction I I Exist. Yellow Line = f �� Sta. 38+96 1 1 1 Dwy. Center Line of Survey + Relocate Exist. + Place Monument I Dwy' I I Type F Exist. Dwy. + Poles by Others N C Frame and Cover Type F n 03 �y+ Refer S.J. Co. Std. { cn m fl m Dw . CW-M1 m m N IIII 3 N 36 37 38I II I 39 40 41 42 45 46 47 S Z L46 47 m 36 37'' 38 � u I 39' 4u' 41' 42 � w I Z ° O Center Line of _ = t Place Double 36 Dia. X Right of Way = Corrugated Steel' Pipe Dwy. Dwy. Exist. E.P. m Co o x 'lam Ire Center Line of (0.109" thick). Refer y y °• U °• rn �'� �•S. w Construction Exist. Fence ! _ Type F i Type F 7New .P. Sta. 45+15 (Rt.) > > zc• .a/� / Z to remain \ --/ ( to Sheet No. 2 for Relocate Exist. Pole m Connection Details by Others Sta. 46+06 to Sta. 45+93 to g m Sta. 53+88 (Rt.) Sta. 53+30 (Lt.) Q ♦ m X Remove 28 R & D 737 L.F. X m Walnut Trees Exist. Chain CD o Link Fence J < o Y DRAWN BY DATE K ETTLEMAN LANE IMPROVEMENTS SHEET TOTAL PROJECT ENGINEER DATE DATE APPROVAL RECOMMENDED DATE c�; zenr �r &'uno3 ,, COUNTY OF SAN JOAQUIN �—— 50 '�� PLAN N0. SHEETS "-18-0 /�* d �i� � Scale in Feet (State Highway Route 88 to Jack Tone Road) 3 6 FILE NAME DRAWER SHEET NO. A REVISIONS I DATE E:\Projects\KettlemonLone(22611 \Plans\KettlemanA11Plon.dwg