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Cons t. <br /> •L imits of Clearing and Gru bbin_g <br /> to <br /> �4' • 4' /2' 12' IN 14 x14' ■ ¢' <br /> DF1F�.�'ED I t <br /> aar <br /> BY° <br /> Con Form ! _ ' . Q_ Conform <br /> _ _ _ _ <br /> ' Exisliny Roadwoy •Aspha/t Concrete Overlay <br /> RE ;t)RD DRAWING <br /> _ART NEEDHAM TYPICAL SEC TION <br /> ImP°r fe° 3orraw �Typ ) <br /> Sha. 0165 to Sta /oft 60 <br /> hrulO GENERAL NOTES <br /> Rv In«V 'h: n i <br /> /, A// earthwork le xcept for final grad"ny o{ the shoulders Z f]s ha// Concrete shall be /aced as noted % <br /> bew: <br /> E� 6END and placement of shou/der back my materia/) sha// be 0. 30'A C Thickness - Two (2) /ayes ofapproximafe <br /> completed prior to p/aciny finished course of eyua/ thickness with pavement reinforcmy f46r,c <br /> • Limi is of Mai/box Re/oca tion aspha/t concrete. between the layyers. <br /> 0.45'A. C. Thickness- Three (3) layers ofapproximate <br /> SIE Limlfs of Earthwork (Mise Areas) - See 2. The contractor shall conduct his earthwork operation ZtW 17' is Hess with pavement re inforc/ny fabric <br /> so as not 4o modif or obstruct the axishin between the second and fop layer,Notts / #2 drainage. y 9 <br /> ♦ Graveled Shoulder - See General Alote sF 4 p 8 placement of the first /oyer of Asphalt Concrete <br /> 3. The Im or ted Borrow ma terih/ shall be q cloy f pe surfacing shall not begin until Asphalt Concrete <br /> materia/ selected for its ability to resist erosion. Tife used in pavement repair has been in p/ace for a <br /> • 0.30' - $7'q 0466 -to S1a 77'60 Resistance (R- value ) and Sand Equ/valent- requirement minimum of 36 hours. <br /> Sta /34007'0 Sfa 57150 <br /> shall be waived <br /> Sta 607'50 to Sha 1-3 160 . Graveled shoulders shall be constructed b uniform/ 9. Care Concreteu{ronlabe aes sowasnn / tpaving obs'o7'hucf <br /> 0,45' - Sta 7450 to Sta /3400 placing shoulder backing materia/ al Abe rale of3 tans exis tin valley gut}ers. <br /> r Sta 574$O to Sta 60450 per station per side. The completed shoulder shall be 9 <br /> o m graded flush with the edge of pavement: <br /> 2' Sta /tO0 to Sta /2t2h- (L 1) <br /> Sta 01-65 to 5-Aa /2-125 (Rt) Y. Where supere%vations exist on horizontal curves the <br /> M new surface slope and drainage shall conform to <br /> .1' 2' Stn. Ot65 to Sta 12425 (Rt) existing. <br /> 6. Exisfing pavement marlfers may remain in place where <br /> asphall concrete overlay thickness is 0,2.6-' or yreater. <br /> � o <br /> � a <br /> at <br /> m <br /> s <br /> `oALP/NE ROAD RESURFAC/NG Sheet No. <br /> a COUNTY OF SAN JOAQUIN /vO SCALE TYPICAL SECTION State Route 26 7''o State Route BB z of - <br /> f-Drava By Data Projaat Eaataaar Date Chocked Dote Submitted Date r ommended I Date <br /> �dre. fe.Je t/ri Neaten K�nsu sler ?��4 sf9/ 2/lonuC /� Sfz/y/ szr/q/ <br /> I I <br />