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P <br /> Const. <br /> V <br /> Const. <br /> Limits of Clearing and Grubbing � 4 <br /> �X 10'± - --- 12'- 23't <br /> Ela - <br /> 6 2'-8' 12'-20' , 12'-16' 2'-3' 4 Match Existing A.C. Grade <br /> � Gay of 0.25' A.C. Exist. Curb and Gutter <br /> 'A 3. Var. <br /> 24' Pavement Reinforcing Fabric 4" \ I i, N ,; " ';: '" ;�. <br /> to Remain in Place <br /> k .> <br /> or ��_ _ Var. Vo r. 4% �`V� �A����� P ( yp-) - 1 .00' P.C.C. Pavement - <br /> 0.25' Remove and Replace A.C. T <br /> Conform SECTIO <br /> �� �� Conform k65 �� ; <br /> "' <br /> ���� '.�� � Existing Curb and Gutter (Typ.) <br /> ----- - - ------- ` a y >, <br /> Use Excavated Material ti '>� Grant Line Road <br /> 1 .25' Asphalt Concrete (Typ.) Existing Roadway r X <br /> 13+50 to 46+00 Lt. From 1] To Construct <br /> 16+00 to 46+00 Rt. Shoulders (Typ.) <br /> 0.25' Asphalt Concrete Overlay <br /> LO <br /> TYPICAL SECTION —WESTBOUND ± <br /> 0.25' A.G. overlay - <br /> Place 12' X 110' P.C.C. Pavement 1 ' Thick - � � . ' �>. Pave Inside Island <br /> (Sta. 11 +25 to Sto. 47+00) > j' ,�, Grade To Drain. Place 12' X 365' P.C.C. Pavement 1.00' Thick <br /> 'Vo > X � u� <br /> 6k oo• ` �° N <br /> �> o � � O o o1Earthwork (Misc. Areas Type 1o Traffic Signal Pullbox (❑ yp.) + Q Eleventh Street Westbound + <br /> : <br /> T ti,> E.P. v <br /> 00 <br /> Remove Exist. Bollards (Typ.) E.P. <br /> 0 <br /> >> _.SIL L�� .t'.. - . � . -Y -a.. �pN <br /> i " <br /> { r, <br /> N • _ � . <br /> Exist. E.P. <br /> � <br /> _ I _ _ _ _ -_.._1__ - - - - I _ - 1 - '�'•. +�. � �� �I. � �...n.�... � ' •' !r,� S_�..�r��:rriJ�� <br /> \ <br /> �— — <br /> --------- <br /> �--Ex—is—t E.P.13 . 1a• 1,.....Ro.00' . .. .......... -- 17 <br /> 5 6 7 8 9 .10' <br /> N 9+37t ` n <br /> — <br /> \` <br /> - - - Conform <br /> - -- "� Remove 615 L.F. Exist. 7 E P <br /> �k Conform i <br /> Remove 45 L.F. Exist. Type B-3 Curb. �� - Type B-3 Curb. �- iN / r� <br /> BEGINNING OF PROJECT and S.D.I. <br /> Clean Existing Cross Drain <br /> -t Const. <br /> - , , �� + Co <br /> Remove 35 L.F. Exist. <br /> Type B-3 Curb. E.P. <br /> 0 <br /> Remove 600 L.F. Exist. N o <br /> Type B-3 Curb. <br /> I� - N C\4 �Y _ <br /> 5 6 - - t>> c < o_" o, oo� <> oo- o ! - v-v v v )�✓�v , J - 00 nC6OJ i LF------- ---- ----E ----- <br /> m i .O 0O J oO0 U 7V 0co oo � - <br /> -- ---�--� - ----- 17— <br /> ----J� <br /> < <vO < o8 > 6, 0 0oCv C O <> OO < C 00 OoV < O <br /> N N N N <br /> i�'< Conform <br /> � - � c - E.P. - <br /> Eleventh Street — Eastbound Clean Existing crass Drain - \' C• �I N 0 0.25' A.C. overlay <br /> �� <br /> •O + O <br /> LEGEND <br /> +� r <br /> 00000 <br /> c<O oo o° EXISTING PCC PAVEMENT <br /> °off' Std 0 0 0 � o <br /> Const. ' .' = <br /> Const. ' �''~ � 1 .00' PCC PAVEMENT <br /> - -- Limits of Clearing and Grubbing <br /> 'K 0.25' REMOVE AND REPLACE A.C. <br /> 2] F2 0- --- - I <br /> 2'-12' 12' i 12' 8' 10' <br /> _- <br /> ', <br /> 24' Pavement Reinforcing Fabric — � I ' , ROADWAY WIDENING <br /> Vo r. Var. I _ Var._ Var. <br /> �ofV. . ;..,o r. Conform ' VARIABLE DEPTH A.C. <br /> Use Excavated Material <br /> From 1❑ To Construct Existing Roadway 0.25' Asphalt Concrete Overlay <br /> Shoulders (Typ.) DEPTH OF ASPHALT CONCRETE <br /> 0.00' <br /> TYPICAL SECTION—EASTBOUND REFER TO SHEET 4 FOR PAVEMENT PLANING <br /> (STa. 10+77 to Sta. 31 +00) TRAFFIC SIGNAL MODIFICATIONS LIMITS OF ASPHALT PLANING <br /> F2 Earthwork (Misc. Areas - Type 2) <br /> DRAWN BY DATE SHEET TOTAL <br /> PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL OMMENDED DATE COUNTY OF SAN JOAQUIN No SCALE TYPICAL SECTION, PLAN AND ELEVENTH STREET RESURFACING NO. SHEETS <br /> ,U ,w� fah, 6/01 <br /> °'�i3�a, ,n ,,,- CONSTRUCTION DETAILS (Kasson Rd./Grant Line Rd. to Interstate Route 5) 2 5 <br /> FILE NAME DRAWER SHEE N0. A REVISIONS DATE <br /> All.dwg E 5C)'1 I \\Acadtemp\projects\11th Street\All.dwg <br />