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ON 133HS 63MV60 <br /> Const. Conform @ E.P. GENERAL NOTES: <br /> Limits of-Clearing and Grubbing, Mailbox Relocation and Earthwork (Misc. Areas) EP 1 . The Contractor shall obtain an Encroachment Permit from Caltrans for work <br /> and traffic control within the States right of way. <br /> 2. Contractor shall scarify native soil adjacent to pavement at intersection radii <br /> 4' 2' 12' - 16' 12' - 16' 2' 4' R R to a depth of 6" and blend shoulder backing material prior to compaction. <br /> Limits of this work shall be confined to intersection radii plus 50 feet in <br /> 22' Pavement Reinforcing Fabric each direction. Payment for blending shall be considered as included in <br /> the price for Shoulder Backing. <br /> 0.25' Asphalt \to 3. Existing drainage facilities shall remain in place unless otherwise noted. <br /> radii existing <br /> Concrete Overlay R = Conform adii Conform The Contractor shall conduct earthwork operations so as not to modify <br /> E E or obstruct the existing drainage. <br /> Var. V-°fes 0 <br /> ° 8% 89; 4. All earthwork (except for final shoulder grading) shall be completed prior <br /> �: <br /> C: �— ' —a o to placing final lift of asphalt concrete. <br /> J°r' . _ _ _ _ _ _ _ _ �O� Variable depth Asphalt Concrete 5. g <br /> over existing paved driveway. concrete u dasphalt <br /> ppalren <br /> vementreparrhasbeen alinnplace ot ef�or 18i1hohasphalt <br /> urs. <br /> =' LExist. <br /> 6. As halt Concrete shall be laced in two 2 la ers of a roximatel a ual <br /> TYPICAL SECTION Roadway TYPE E thickness with pavement reinforcing fabric )n existing roadway. Y q <br /> ( ) Shoulder Backing (Typ.) TYPICAL DRIVEWAYS 9 9 <br /> Sta. 0+30 to Sta. 2+21 Lt. 7. All existing trees, shrubs, fences, concrete walks and other frontage <br /> Sta. 0+30 to Sta. 2+14 (Rt.) improvements are to remain in place unless otherwise noted. <br /> 8. Payment for removal and disposal of corrugated steel pipes shall be <br /> CL considered as included in the contract lump sum price for Clearing and Grubbing. <br /> Const. Const. <br /> Limits of Clearing and Grubbing and Mailbox Relocation V <br /> 12' Var, Exist. Dwy. <br /> ❑A <br /> Imported Borrow 16't I 16'tImported Borrow i > <br /> Sto. 5+40 to Sta. 6+65 Lt. Sta. 2+40 to Sta. 3+65Rt. ° <br /> 32' Pavement ReinforcingFabric I E ° 0 4' Min. <br /> 00 0 <br /> See Note Below <br /> 3 3 00 Existing Surface <br /> 0.25' Asphalt A.C. Dike <br /> Concrete Overlay (See Plan)— <br /> Var. <br /> lan)Var. Varma I „-pl& — <br /> E 8% r� 8% E ' =ITI — - - - - - - - - <br /> - , --� 1=—iTL=.I 1= <br /> 0.25' A.C. <br /> 0 2 - - - - - - -� - - - - - - - — - 2 o Overlay <br /> c 1 - - - - - - — - - - - — J 1 Concrete <br /> halt <br /> nil-Dl Exist. Roadway rll n ln .. . .> ' , 0.40' Asphalt Concrete <br /> TYPICAL SECTION - DRIVEWAYS TYPE "F" <br /> 11=Iii- ill-.. Note: Width (4' minimum). <br /> -=ill= <br /> Sta. 2+21 to Stu. 6+78 Lt.) Approximate dimensions used for estimating purposes <br /> Approach Railing Station A B C D E ore available upon request. Dimensions and locations <br /> Sta. 2+14 to Sta. 6+78 Rt.) Refer to Sheet 5 p <br /> 40+00 Rt. 4.0' 6% 7.5' 6% Remove Concrete to Joint and Conform are subject to change at Engineer's discretion. <br /> for details (Typ.) ( ) <br /> Const. 41+10 (Rt.) 4.0' 8% 6.0' 1% Saw-cut A.C. Dwy. & Conform PAVEMENT REPAIR DETAIL <br /> 45+82 (Lt.) 5.0' 9% 5.0' 8% Remove Concrete to Joint and Conform <br /> Limits of Clearing and Grubbing, Mailbox Relocation and Earthwork (Misc. Areas) , <br /> 47+00 (Lt.) 2.4 8% 6.8 10% Remove Concrete to Joint and Conform <br /> 12' I 12' <br /> ' Conform to Exist. Driveway12" Standard Frame and <br /> 55+40 (Lt.) 12.9 10% - - <br /> 4' 1 2' 0'-4' Vo r. Var. 0'-4' 24' Dia. c Sq. Cover(Refer Assembly <br /> SJCStd. <br /> 22' Pavement Reinforcing Fabric 6„ Dwg. CW-M1 .) <br /> A.C. Overlay <br /> 0.25' Asphalt Exist. Barbed Wire Const. <br /> Concrete Overlay Fence to remain. <br /> I Y Earthwork (Roadway Widening) Earthwork (Miscellaneous Areas) z <br /> E E (Sta. 58+00 to <br /> 0 8% _2% 2%_ 89 o ta. 64+65 Rt.) I /� - Existing <br /> c - - _ _ c o: Roadway <br /> Var. 2' 4' 4' <br /> _Li n ✓I.: ,;' - - - - - - - - - - - \� r I w E � 3., P.C.C. <br /> A rt <br /> = ,•' — — — — �–Il–rn=• _ ` ' <br /> =III–iTi= Exist. Roadway I =_"'–n ill _ I ._ o . ' 71 1 ',�°�T�a �� <br /> 0.25' Shoulder 0.40' A.C. - X •8� c Undisturbed i <br /> - =ul_ – o <br /> Backing (Typ.) Widening Sta. 6+78 to Sta. 9+80 I y a . / / <br /> ���_lu III-- or._ <br /> TYPICAL SECTION _ _ _ _ _ Survey Monuments 3/4"0 x 30" <br /> -n basement soil <br /> >, \ iron pin with identification marks <br /> (Typ.) a� =l�i- <br /> -M1115-1= Tllil\� < -M-1=- (To be installed by others) <br /> Earthwork (RoadwayWideningSta. 17+00 to Stu. 51 +22 Earthwork (Roadway Widenin -il-ill <br /> Sta. 58+42 to Stu. 64+65 , <br /> 0.25 Shoulder SURVEY MONUMENT <br /> Backing <br /> 1❑ *2' Sta. 58+00 to Sta. 62+50 (Rt.) 0.40' A.C. <br /> 3' Sta. 7+00 to Sta. 9+00 (Lt.) Widening Ditch F.L. Grade <br /> 2' Sta. 9+00 to Sta. 13+00 (Lt.) Const. Refer table below <br /> A 6% Sta. 51 +22 to Sta. 58+42 Const. Pipe Length <br /> Limits of Clearingand Grubbing, Mailbox Relocation and Earthwork Misc. Areas <br /> 12' 12' ROADSIDE DITCH i A.C. Overlay 0.25' ShouldeBackir <br /> Stu. 46+00 to Stu. 53+00 (Rt.) ' <br /> 4 2 0'-4' Var. Var. 0'-4' 2' 4' I Exist. Pipes <br /> Station Flow Line Elevation ' Structure Double 36" Dia. <br /> 22' Pavement ReinforcingFabric 87 Backfill Corrugated Steel <br /> 46+00 130.50 , Pipe Extension <br /> 47+00 130.40 L ____ _________7 __� — F— <br /> Conc0.25' Asphalt , 48+00 130.30 1 1 I 2 ` A <br /> Concrete Overlay it I I <br /> -2% to +2% 6y, E 49+00 130.20 I TII I I 1 Rock Slope Protection <br /> o +2% I i o ' �„ I . LMethod B, Class No. 2 <br /> o �8% ------ <br /> 0 - --- — — — — — — — – – — — – <br /> 50+00 130.10 ( ) <br /> c <br /> !/ 0 51 +00 130.00nl I� 1 r <br /> 52+00 129.90 I I I I Ir <br /> -1� <br /> - - - - - ' - — - - - — m- <br /> �'� 53+00 129.80 <br /> Refer to S.P. D97A 2' 4 <br /> Exist. Roadway A.C. Leveling 11=-��m 'STI-- <br /> - - - 0.25' Shoulder 0.40' A.C. Excess Excavated thru. S.P. D97G for <br /> BackingT WideningMaterial or Imported Asphalt Concrete coupling details. <br /> (Typ.) (Typ ) TYPICAL SECTION Borrow (Typ.) p (Miscellaneous Areas) A <br /> Sta. 9+80 to Sta. 17+00 0.40' A.C. Exist. Surface PIPE EXTENSION <br /> Earthwork (RoadwayWidenin Sta. 51 +22 to Sta. 58+42 Earthwork (Roadway Widening) <br /> Stu. 38+80t (Rt.) <br /> Survey Const. 10 tey Const. 10't " ' 2' 3' 4't 3' 2' z <br /> Sury Z <br /> w <br /> 10't 10'tI ❑2 <br /> Var. ( Var. Double 36" > <br /> 0 Var. I Var. ( Structure Backfill Dia. Pipe O <br /> i <br /> +2% to -2% (95% Relative <br /> 2% I 2%_ -2% Compaction) 1 .5:1 or Flatter d <br /> " (Typ-) <br /> + + w <br /> Exist. Roadway ' Exist. Roadway Z <br /> — — — — — — — — — — — t <br /> 0.D. 1 ' <br /> Sta. 8+00 to Sta. 9+80 u? o <br /> O.D. + 2' -V 'A -'�� -- 0 0 o a o 0 o Z <br /> Sta. 17+00 to Stu. 11 +22 ❑2 Sta. 9+80 to Sta. 17+00 Rock Slope <br /> Refer to Plans Sheets for <br /> Sta. 58+42 to Sta. 6-,+65 Construction Center Line position. Sta. 51 +22 to Sta. 58+42 �� � � � � ., Protection J <br /> ASPHALT CONCRETE (TYPE B) LEVELING TRENCH +DETAIL SECTION A- A <br /> i i <br /> Y <br /> 50± <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> 00ncente2r &°"'03 COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION AND KETTLEMAN LANE IMPROVEMENTS NO. SHEETS <br /> &aa /�- fi 1�-0 ► �-1g0 o4owd °'�wt ''/ CONSTRUCTION DETAILS (State Highway Route 88 to Jack Tone Road) 2 6 <br /> FILE NAME 77DRAWER SHEET NO. I C REVISIONS DATE <br /> E\Projects\KettlemanLene(22611)\Plans\Kett1emanAIIPlan.dw9 <br />