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PLAN <br />x 2" <br />1. <br />SECTION A -A <br />NOTES: I. Irvine type grate may be <br />U362 as alternate. <br />Z Grote shall be fostened to from$ <br />with 18"x#" heat-treated chain. <br />SECTION B -B <br />STORM DRAIN INLET FRAME AND GRATE <br />/V 77 <br />2'-0" <br />r— <br />B <br />Expansion Joint (Typ. ) <br />NOTES: <br />1) Frame Bi Grate shall conform <br />A to Improvement Standard No. C-6 <br />1 21 Two feet minimum below finished grade <br />J in new development. In existing streets, <br />may be less !hon 2' .with the <br />c tproval of the Engineer <br />3) 24" pipe barrel shall be Class Z RC.P. <br />or Class ]Q A.C.P. <br />SECTION A -A SECTION B-8 <br />STORM DRAIN INLET <br />6rx 6"- W 1.4 x W 1.4 welded wire fabric <br />.12' Minimum <br />30 Maximum <br />Expansion Joint I �•►Q /Expansion Joint <br />Sidewalk <br />, <br />Wap <br />I I <br />Warp <br />2 Sidewalk Z <br />y;, W JS <br />8 Y 0 <br />I <br />CLASS I <br />FLEXIBLE POST <br />CLASS 2 <br />Curb and <br />DELINEATORS <br />I <br />Gutter Line <br />2 Gutter -,>_ <br />N ; 40 - J W <br />• N <br />ZW <br />O 3 <br />Z-. Gutter -L <br />3/4 <br />3'-0" 2= I L L -0-A <br />PLAN <br />rL Bock of Walk Curb Line <br />Gutter Llne <br />ELEVATION <br />SECTION A -A <br />DRIVEWAY <br />2'- 0" <br />-Broom Finish I" <br />Broom Finish <br />-T�j <br />"-Lawl line _a N 1 Depressed letter <br />"W" or 'S" in <br />.::.....'..:.;:..•,..'.'.'.'`:'!.:!:. o curb to identify <br />.y"R, • "':.• ::';. :' `ter = service locations <br />of <br />Dowels Sof-5 Ola.X 24, ;' ., <br />spaced 12"o.c. greased and `•:.:;'''.:�;i �=;,'.,:'. <br />wrapped one side through <br />every expansion joint. <br />CURB 81 GUTTER <br />W - Water line <br />S - Sanitary Sewer line <br />Variable + 2=0" <br />Broom Finish Weakened Broom <br />3/4 R • 6 12 sPlane Joint Finish Level Line <br />. 1• 1 <br />_Slone • �� Der 1' I _—L <br />.s • T .' /4R <br />to • T •• <br />Dowels S a%Dic, x 24" 12" '�'t+-• <br />spaced 12' o. c, greased and <br />wrapped one side through <br />every expansion Joint. CURB, GUTTER 81 SIDEWALK <br />NOTES: <br />L Construct expansion joints Q 200' maximum and of returns, around light poles, <br />hydrants and other fixed objects at sidewalk. <br />7.. Transverse weakened plana joints shall be constructed n4 12' maximum Intervals. <br />IV T-9. <br />CURB ,GUTTER AND SIDEWALK <br />Al. <br />NTS. <br />eAOFEiSig� <br />y ; GEORGE DA LO <br />• WARREN It : m <br />? Pio. C28M ! m <br />k* 6AC'7 id/*l <br />Shoulder <br />E.P. 2' to 6' —� <br />DELINEATOR POSITIONING <br />T <br />Min. YX 12' <br />reflector <br />/2' X 12" <br />argetPlate <br />Plate <br />8"x24!' <br />4hen Specified) <br />TYPE F-1 DELINEATOR <br />�— 3'-6' <br />A=14 SO. FT. <br />TYPE 1 ARROW <br />N T.��. <br />WCE <br />WARREN CONSULTING ENGINEERS <br />5777 MADISON AVENUE, SUITE 1200 <br />SACRAMENTO, CA 95841 • (916) 3498225 <br />AS- BU/G75 <br />12-18-92 <br />DETAILS <br />LU <br />W <br />O <br />a <br />W <br />Lx <br />r <br />2 2 2 <br />N <br />Q <br />y;, W JS <br />8 Y 0 <br />CLASS I <br />FLEXIBLE POST <br />CLASS 2 <br />METAL POST <br />DELINEATORS <br />/2' X 12" <br />argetPlate <br />Plate <br />8"x24!' <br />4hen Specified) <br />TYPE F-1 DELINEATOR <br />�— 3'-6' <br />A=14 SO. FT. <br />TYPE 1 ARROW <br />N T.��. <br />WCE <br />WARREN CONSULTING ENGINEERS <br />5777 MADISON AVENUE, SUITE 1200 <br />SACRAMENTO, CA 95841 • (916) 3498225 <br />AS- BU/G75 <br />12-18-92 <br />DETAILS <br />LU <br />W <br />O <br />a <br />W <br />Lx <br />r <br />F-1 <br />u <br />2 2 2 <br />Q <br />y;, W JS <br />8 Y 0 <br />W < a Z <br />f U y s e. <br />N ; 40 - J W <br />• N <br />ZW <br />O 3 <br />0 <br />Z t O Z N <br />= <br />a5 a W <br />< N n f Z x i <br />aL < c i a J r <br />WL< y W N <br />N <br />N W I a y a W <br />a < <br />e ,L. Wa G W U W <br />a a > J (-J u <br />t a <br />I< a W <br />I Z i 0 z <br />1= 2 W < a " <br />WuW <br />N W U a a 2<< <br />J N W - N < It <br />¢y V N <br />1: L li <: < 6 <br />_91, <br />F-1 <br />u <br />Q <br />