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30' A 30' 1 —30 P <br /> LIMITS OF azAww CRIIBBING <br /> 4f I t 41 . 12' 12' 4' 12 4' <br /> B7 var <br /> Z <br /> —3' <br /> 7Conform <br /> 1 L a/ Section--ZIA ryAr ;0'.- 0.13 .4.C. overExistihf <br /> Exist. Structural <br /> 0 08' 06 <br /> ,0-17'As��wlt Camr-re 0.17'Asphalt Concrete <br /> te <br /> 0.33'A9yr,f ate Base <br /> GRANT 1,1ME R49AD Exist stemefural S*Ctivo— TYPICAL*PRIYEWXY PE rAAt <br /> Note: <br /> ,CX,1:7 th7fRoadway Matxhall Note. <br /> he -vearified and used a5' Subbase Blvd fol-20S' A' See Sheet *12 for Typical Driveways <br /> Mater/a/ within the AXYedPVrt1#,V 1-2030 to Byron Road on Grant Line Read. <br /> of the roadway. 7Y.01CAL SM"I&V <br /> RMAR7S ROAD <br /> S71,&S*00Aa <br /> TYPICAL SECT/ON <br /> Note <br /> Conform to Existing Radii. <br /> Con form 4 <br /> 7XPICA1. INTICRIEC r111N ACrAll. <br /> 44 30' 1 30, 30, <br /> I I - z/m rs or CLEAR/N6/ GRUBS/NG 81 <br /> amrs OF CLEAR/N6GRUBBING81 4' 4' - <br /> 81 <br /> L ti-r_-Exist. Structure/ Section <br /> _ <br /> IN TERIECTION XVE04CE <br /> I <br /> 0/0, 0249'Asphah* Concrete0.2S-AsA6a# Concrete <br /> Exist. 5701,-ac,4zeral 30&lon— At 04VISE AW. 110WZ.4A140 ROAD <br /> the Engineer.wit/. 0.40'AC as directed A <br /> y Z0111SX AVE, <br /> Payment for labor /01//54 AM. f Ilf-fl(INZEY AYE. <br /> to Aepaid hy Forte ROBER75 ROAD Note: 1-5- to Airport Way <br /> Account 5ft. 94 A&V to S71a 215'*00 Shoulderinq UP In OVERLAY ARC,45 HOWL AM MAD GRANT 1.1NAF. MAP t CORRAL HOLLOW ROAD <br /> lWe-4- louiseAye. South 2200' <br /> .f 4rationApim -Sta. /0/*C7" TYPICAL SEC rION to he as directed hl the 1h,9117ee,#- GRANT <br /> ROAD i LkYNERS ROAD <br /> Behind -r SAa.107*78JI.41mwd hl troece okcoum' rypICAL SECT/ON <br /> AORIYEWAY SCIMA04441, Type DJ <br /> .43PRAL7 CONCRETE' 501MILE <br /> L RIW4 rypE OUANTITY GRANT LINE ROAD 3C535Y <br /> 011,CZZIR ROAP ROBER75 RO,4,0 Z0111SE AYE. I#OWUNAOROA40 7755Y <br /> surfacin 80400' 2700 Aam ROBERTS R0440 200 S.Y. <br /> o rConfoem, Overlay 117249' 5'080 Tons <br /> Driveways 13' Tons <br /> Repair 270 Tons <br /> 710 7A L --906.5' ;r,,, A P&IR 71',0 BORROW <br /> GRANT LINE ROAD ROBIRTSROM0 :2�WOCX <br /> //50014490 76v7s Imported Borrow shall he ef ual to or better than <br /> o Driveways 35 Tons the W'Yelue of /57 <br /> h 292 Tons <br /> Z* <br /> TOTAL 4807 Aam <br /> 404PWAY XXC.4VAr14PN <br /> IZO41154 AYE. I HOWIAMO RO,4,0 <br /> RMERTS R0,40 1306 C.Y. <br /> Overlay 13.900 6/90 749M <br /> ,01-1,vewdys 41 7017S <br /> 117tersections 86 Tons <br /> LEGEND <br /> a-17-AC Over/ay TOTAL 6327 Tons <br /> lay <br /> Z OCA 770N <br /> Line Road 3 <br /> )MV LER ROAD -t �90' We.& of Tracy Blvd.dwR49MRr.5 MAP AS BUILT Grant <br /> 01 <br /> INZERSCMM ACrAlL CORRECTIONS BY 6.9,9 <br /> Scale: 1"=50' NO CHANGES 980' - <br /> DATE. 7-3 t- 7 1250' <br /> SHEET TOTAL. <br /> PROJECT ENGINEER DATE CHECKED BY DATE SUBMITTED BY DATE PPROVAL RECOMMENDED BY DATE TYPICAL SECT/ONS DE 741,4S PROJECT LOUISE AVE. GRANTLINE RD. NO. SHEETS <br /> _ _ � 9-/L -9.t <br /> _ - - - --- ---. - - --- -- � COUNTY OF SAN JOAQIJ IN <br /> oN ROBERTS RD. HOWLAND RD."U — -9ONSTRUCTION NOrCS 8 /42 f /,)/ 1 f C <br />