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o�n <br /> Const. �t E.P. <br /> r- Limits of Clearing & Grubbing & Earthwork (Misc. Areas) Confit. <br /> 32' „ Limits of Clear & Grub. I 5'R Place Type "C" Curb. <br /> Place Type C' Curbs. & Earthwork (Misc. Areas)-t' Remove existing concrete (Typ.) Provide 6" drainage <br /> 30'f 2't 3' See S.J. Co Std. <br /> 12' curb and gutter. openings every 10' <br /> Conform No. R-7 for details i 28' 24' and 4' wide openings <br /> Remove existin 11 ' 1 ' Conform <br /> g Existing Roadway � + for handicap access <br /> concrete curb I 5 as shown. <br /> "Concrete <br /> Existing and gutter �- + 22' <br /> `or Roadway Conform �° I 27' <br /> Conform _ — 2f% <br /> Existing Roadway _ - o a I <br /> 0.50' AsphavLi + <br /> 0.50' AsphaltQ) a v f 7' -� I� <br /> TYPICAL SECTION Concrete in F- 0 4t 35' <br /> FRENCH CAMP ROAD TYPICAL SECTION C <br /> �` ' 28' <br /> Sta. 20+85 to Sta. 21 +85 (Lt.) w 40 <br /> No Scale AIRPORT WAY 4011 o Airport Way <br /> Sta. 98+65 to Sta. 99+69 (Lt.) Uj No Scale <br /> Const. v i ,'' DETAIL A <br /> Limits of Clearing & Grubbing aEi a, 1 SCALE: 1" =20' <br /> I & Earthwork (Misc. Areas) o ++a ` <br /> c E r 3 <br /> 11 ' a E 0 0) i <br /> I Va r. Va r.7.5' a� o i J cU <br /> 3.5'-8.5' ----/--2.5' d -,.j to <br /> Place Type "C" Curb. Construct 6" � � aa) aD a � o <br /> i Remove existing cv c . a o �r c v <br /> o See S.J. Co. Std. No. concrete island. + a w O p a + a, <br /> concrete curb <br /> R-7 for details. Provide 6" v cc Q o0) o M U � a � v S E of � � <br /> o and gutter. a, c cv <br /> i drainage opening c v a' a <br /> (-4JZ (j + � Const. o N + <br /> Conform every 25'. m m N w ( Q o v N 32'26'00" E a + 0 Mo <br /> Buried c m �n <br /> - Telephone Remove existing 1 rn o o 0 0 <br /> Cable concrete curbed m Telephone a w <br /> E.P. <br /> median. �� Cable E.P. o <br /> 0.50' As halt <br /> AIRPORT WAY W R/W <br /> Graded Native Soil P R/W ; <br /> Concrete <br /> * 12' Asphalt Concrete Existing <br /> at south end of island TYPICAL SECTION Roadway <br /> lace Concrete <br /> AIRPORT WAY Curb. See Detail A „ <br /> Sta. 100+27 to Sta. 103+82 (Rt.) <br /> this sheet. Construct 6 Concrete Curb. � <br /> No Scalert Const. 1 .5 R 15' 9'R <br /> N 31'58'00" Eo.j- 9==99 <br /> 98 n 1 0 _ 1 1 _T <br /> 24" Gas N N <br /> SLURRY SEAL (TYPE II) 1 5'R7 5 lace Concrete Remove existing concrete curbed <br /> 2.5 <br /> _ _ Pu� <br /> _ r median within limits of placementad <br /> - curb See Detail B <br /> this, sheet. o asphalt concrete. 24" G <br /> ___.. <br /> _ _ <br /> Location Quantity R/W 3 Gas 6" G <br /> E.P. 24" Gas __ <br /> as <br /> French Camp Road LEGEND (400 PSI) R/W <br /> �. <br /> Sta. 14+32 to Ste. 19+42f 2,923 S.Y. in 30" Casing } C-D; E.P. <br /> Airport <br /> 2v0a 59f to Sta. 25+69 2,777 S.Y. 0.50' Asphalt Concrete `t` Begin Roadway <br /> ® Sta. Widening <br /> Sta. 94+86 to Sta. 100+00 2,632 S.Y. w 2'± 20 <br /> ® Existing power pole to remain in _." ; Airport Way <br /> Ste. 100+00 to Ste. 103+93 3,755 S.Y. place. --- <br /> Ste. 103+93 to Ste 105+93 (Lt.) 756 S.Y. Q — <br /> Radii 344 S.Y. -- Direction of Surface Drainage Power pole relocated <br /> by P.G.& E. o I 36' 32' <br /> Total 13, 187 S.Y. ►t Gas Valve a � oc I <br /> Q u f 5'R <br /> 21 ' <br /> 2't o <br /> o + <br /> _ � � U End Roadway Widening " 16' + 2.5'R <br /> ASPHALT CONCRETE MINOR CONCRETE U �, � , N Sta. 21 +85 (Lt.) g 25, 1 <br /> (Miscellaneous Areas) (Curbs) LZ m�v u Place Type "C" Curb. <br /> Location QuantityLocation Quantity a + 4' 20' Provide 6" drainage <br /> y openings every 10' <br /> v 2 R and 4' wide openings <br /> French Camp Road Airport Way c0 �o for handicap access <br /> Ste . 20+85 to Ste. 21 +85 (Lt.) 22 S.Y. Ste. 98+45 to Sta . 99 +48 (Lt.) 209 L.F. ° ° - 24' as shown. <br /> Airport Way Ste. 100+40 to Ste. 103+93 (Rt.) 356 L.F. <br /> Sta . 98+65 to Sta. 99 + 69 (Lt.) 139 S.Y. Median — NW corner 106 L.F. E.P. <br /> Ste. 100+27 to Ste. 103+82 (Rt.) 209 S.Y. Median — NE corner 113 L.F. <br /> Total 370 S.Y. Total 784 L.F. PLAN DETAIL B <br /> LIJa SCALE: 1" =40' o <br /> o SCALE: 1 =20 <br /> z <br /> X <br /> w <br /> a <br /> z <br /> N w <br /> J <br /> Z IIIIIE <br /> DRAWN BY q <br /> Y DATE Uj <br /> PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPR ED DATE TYPICAL SECTIONS , PLAN AIRPORT WAY AND FRENCH CAMP SNO. SHOEETS o <br /> tl COUNTY OF SAN J OAQ U I N SCALE As sHowN AND CONSTRUCTION NOTES ROAD TRAFFIC SIGNAL 2 4 m <br /> FILE NAME DRAWER SHEET NO. ACRD <br /> ROAD F:\DATA\FRC M P\S H EET2 <br />