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- <br /> Existing Pipe I New Pipe Extension <br /> -- - -- - R461'"OX/NG CONCRETE A SPH4LT CONCRETE BQSEIType B) <br /> � � ' •`' Wire Mash <br /> I i LOCOtiO/7 Quontity Location Quontity <br /> Sto. 206-,90L1,Pt) / Lump guar Sto,/64-,00 to Sto. /98+00 747 CY. <br /> 9urf6ce o/pioe9 9h0//be Marttai reinforced 6"Min. (lrr. 91121011hce Necolwa//) AYe. D"Intersection /5 C.Y. <br /> c%rnEd 017' a baso' mof with wire mesh Sfo.226-,00 to .5fo. 227*o0 9 C. Y. <br /> of epoxy ad/ie9i�e oPp/��' <br /> pricsr fo,o%iny rnorfor-joir�f Tofa/ T7/ CY. <br /> FIELD SIO/NT DE741L <br /> No scale PAV/EMEA/T REPA/R <br /> L00011O/7 Quonti/y ASPHALT CONC�PETEIType B)(Leve%ng> <br /> "CiJiomfer 9to. /g2-,2 5 to oto. /45-,50CLt) 253 9. Y. Location Quonti/y <br /> -6/0,v30 S0 Existing Pra'i/s (3S'Eost Sto./6/*7S to 9to. /62+60 GLt.) 29 9.Y. <br /> -S/a. /64f/S to 9to. /64-fY&Wf) 7 5Y <br /> T7y) Sta./75170 to 9to. /76tODC�f't) /3 9 y Sto, Z/3*00 to Sto. 2/6100 /7/ Tons <br /> .` 9to.2/6 OO fo 9fo.2/9 OO /d0 Tons <br /> %I � . ` 9ta.,2/3120 fo Sta,2/3+35C�Pt) 5 9. Y. TO/a/ 33/ Tons <br /> N I� 1 �------ .S/a.219f6S to 9to. 2/3�BSC,Pt) 7 9. Y <br /> Ai/ relklorc/ng sloe/ 04 hors I Yla 2/4+/0 lo .pfa. 214t306FI) 7 .9.Y <br /> Z=6" Gm /Binaw,;, rn sPocng I ' TOfO/ 320 9. Y. <br /> 7V 9'�7#' <br /> \ 41--- -- - <br /> CLASS A CDNMEM Af1hor .ffrvelares) <br /> IL` Af -or t'�2"0�I LOCOJ/a/7 QuOl7///y <br /> EA/PTH{�1/O�P� (Mi9c. A/'eOS) <br /> Nota E.risll,?v Trash Rock shall Lie s,owoped NO.. 206r90CP1), f/eodaio// 3 C Y CF) <br /> and used on new headivo//. <br /> Quantity <br /> L ocotion <br /> Type / Type 2 <br /> 1500A17 ZZEli.4 71- 0,1VSECT/ON 5/0 /41tOO to sto.19410.00 49510. <br /> S00% /=0" .9t0/94Z*00 to 9to. /9B*00 /4 Ito /2"0 ,1L TES 7w rlI/E P/PElType A) <br /> 9to. /98100 /o 5fo.2291,00 30 9/0 <br /> Toto/s 73910. /49ta. Locot/on Quon/i/y <br /> RIPE AEADWALZ DETA I S .oto 202t00 64t), Side Drain 72 4F <br /> STA. 206 90 <br /> AS BUILT IiyPORTEo aoR/Pow <br /> CORRECTIONS BY 30��PE/NF. 6VAIMETE PpfS9UAPE P/PE<C/.Ill) <br /> NO CHANGE L4cotion Quontity <br /> Location Quontity <br /> DATE 3fo./Q/100 lo 9to. 228100 79/ C.'Y. <br /> Sto. 206+90CRI) /5 L.F. <br /> OR/VEY(/AYS <br /> ,40m// if COwxETE Aqw/!/EN/,4Y P/PEIC/..al) <br /> Conform to E.P. Ca»fcrm to E.P. QUOn/%fy <br /> _ Location Type 5 Type O LOCOtiDn Quontity <br /> No. 3 Y. /Vo. S 510. 204* 90 CZ 54 /,-,F <br /> cD \g See P/on Sheets // 2B2 /3 SB/ poo206t30C�t.) 48 CF <br /> 91o226t7061,t) <br /> conform /� Exshi�g A5PHALT MA/CRETE<Type B) <br /> /,Z'A/inimum Type 6 - Shaped and Compocled <br /> no me materia/. forynto fxiat. 8 - S/b.22/f25 oCofio/7 Quontity <br /> Type D - 0.,2l9Wspho/l Coocnw/S► sorer V,VA �Foodwoy T/-ansi/ions 3639 Tons ALLOWABLE ALTERNQT/VE PIPE <br /> shopsd and conPoc/rd ilotve Intersections 1517-01" <br /> matsrio% Pavement A' 0ai o - /40 Tong Type A , RC17 CC/..7) or <br /> Driveways 467Toas A.C, .PCC/, Y')or <br /> WITHOUT P/PE W rH P/PEC. 9.PCO.OT9"Th.) <br /> .Toto/ 4,2/7 Tong <br /> No scale No see le <br /> (F) Denotes Fina/ Quontity <br /> I <br /> TYPICAL DRIVEWAY DETAIW <br /> i <br /> r <br /> 3 <br /> y �., .,..�–..._.�.�.,..___ _ __..,..—..._.,.-„.�._.�...,.�,.,.,.�..., �._.._...–.. .._..�.. .. SHEET TO T b 1. <br /> _-- _. ryRECOMMENDED <br /> PROJECT AIRPORT WAY <br /> PROJECT <br /> N 6A'B_ _ CHECKED BY G 7E SUBMITTED �Y lair APPROVAL R cc�r� s �o Aer ra�T� ! COUNTY SAN JOA U N CONSTRUCTION NOTES � DETAILS N�. SHEETS <br /> e LIMITS SO. COUNTY PARK — TRAHERN RD. 10 10 <br />