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ft Gonstruct-ion <br /> Limits of Clearing and Grubbing <br /> Limits of Work 50 5o' Limits of Work <br /> 211 <br /> 36, 36 <br /> \ (Turn Lane) <br /> 2% 2'/0—_ � <br /> _ ......7777 <br /> `•�.N n L tr..•K • ..11 yi-�} :;.;!� `�• '> <br /> if . <br /> f <br /> .. <br /> Refer to 5-2 for <br /> Storm Sewer Gurb arA 4aiter Detail (fYp) <br /> .1T Sand Gash ion (1-yp <br /> TO.21 ' Asphalt Concrete <br /> STA. 0+ 43 to STA. 6+000.80' e e ase Note: Rider �o Typ- Section be /ow <br /> �gratB <br /> 9 for f? G � E cor�dr✓ifs . <br /> Sanitary Sewer 1.10' Aggregate Subbase P• T. � 7 <br /> S Construction <br /> Limi+s of Clearing and Grubbing <br /> Limits of Work +2 t.,50'(Variable) 42''to50'(Variable) Limits of Work <br /> ariable 2 3o"tc 36'(Variable 30`do36'(Variable) 2 2` ar fable <br /> , <br /> / `Vasa P-) 66 ) <br /> enable <br /> j (rurn Lane) <br /> 2 ti j y, <br /> .'.0:1 .:�•-::i♦ wwLL - l� iJ• tM1 Y �Q~•: :J {'�..i.• lr:ii� .:T• X40 Y ( iV,r•• let" <br /> •••;'t ••�•11:'i. :6;C' l.{' <br /> :Old�•l•:t'• w•-b:.t Q:' f.1. . J fJ. .t: Vii.. r.•j <br /> !.> <br /> ;•• _ <br /> e <br /> No e o ecf be% <br /> f iP le,- f T ion <br /> f 5 W <br /> YP <br /> Storm Sewer for P 4. J '6 P.7: # r con du i is <br /> 0.21 ' Asphalt Concrete <br /> STA. 6+ 00 to STA. 7+ 89 0.80' Aggregate Base <br /> - Sanitary Sewer <br /> TRANSITION SECTION 1.10' A99re9ate Subbase <br /> S Construction <br /> Limits of Clearing and Grubbing <br /> Limits of Work 42' 42' Limits of Work <br /> 6 6 t <br /> 9i` 2-j 30' 30' <br /> i <br /> ' 2No _ Govofiorl <br /> — ex <br /> x ro wo <br /> . : ::{•.p• .,::..:el:: .�; ^;y'Y•:i•0�:. .':ebi: :• •'fir ,::i4�;ia :s :;a :"•fi:r raj.e::...;... :r:b,, ..,.;:_ 2 e•:. 1 _-. - <br /> Sr /u s fro m-*00 o�d_ <br /> ( T yY <br /> PTo APPro Stn. /5ToAP ox. Sta. 15#50 if .[ <br /> Storm Sewer 'R G. # E • 5tree7A /fight conduit. <br /> 0 4 duct Conduits <br /> 0.21' Asphalt Concrete ( P T. T, ) <br /> STA. 7+ 89 t0 STA: 27+ 35 0.80' Aggregate Base To <br /> 5anitary Sewer 1.10' Aggregate Subbase 4EN"AL JMAQ Z <br /> I. All work fc be done With the &pproval of the Airport <br /> Au+horif9)end hitdihersdhorifiea conucned io: bdnvFifr"'id <br /> bcfore ;carting each Phase of the Work per FAA rulcs <br /> 0 and Regulafions • <br /> Z. Location shown for existing underground utilities is <br /> epproximate '. It is ironiractor's responsibility to relocate <br /> iF necessarg at &o tosf -to the owner, <br /> 3. Soil Resistance Value ,RaS <br /> Traffic Indsx ,TI - 8 <br /> A DT 2$0D (1979) <br /> ADT 7000 (1999 Projected) <br /> AS BUILT <br /> F COME.Cr ION'S' BY. . o <br /> 00 G-r ANGc5 _ ._ x <br /> _ <br /> W <br /> J <br /> DRAWN BY DA E 01 X O N STREET SHEET TOTAL y� <br /> PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE NO. SHEETS S <br /> G.Q .EDGEGOnt6 3-e7 COUNTY OF SAN JOAQUIN SCALE : I" =5' PROJECT !NEW 11NDBERGII CTREET . Q <br /> c� Q '1'/fo J 7/a TYPICAL SECTIONS z /6 <br /> ROAD FILE INDEX NO. AMEDRAWE I SHEET NO. <br /> f-.,0 . /nro eC f ND. 07-01- 01603 <br /> J <br />