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HomeMy WebLinkAbout2419-8NOTES I. FLOOR OF BOX TO BE TROWELED SMOOTH. 2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W. INLET TYPE I BEGINS AT THE TOE RATHER THAN THE R/W LINE. 3. FOR OPEN DITCH (TYPE 2). THE 2' EXTENSION BEYOND THE R/W LINE IS NOT REOUIRED WHEN BACK OF WALK IS 2' OR MORE FROM THE R/W LINE: HOWEVER, PIPE SHALL EXTEND TO R/W LINF IN ANY EVENT. 4. TOP OF INLET STRUCTURE (TYPE I B 2) TO BE FLUSH WITH ADJACENT SURFACE WHERE. PRACTICAL. S. A HEADED STEEL STUD 5/e"x6 3/190 WITH I• HEADS ATTACHED BY A FULL PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE ANCHOR. 6. NORMAL CURB FACE AT POINT M AND 0. ©♦S' AT POINT N AND P. 7. THE 3' LEG OF THE BAR 5/8*0 ANCHORS SHALL BE PARALLEL TO THE TOP OF SIDEWALK. e. SLOPE = 1/4" PER FOOT. 1 1 I i I -o' M1"°"E" ATE ESCTAGLAIOP OF FRAIL • TYPE 2 TYPE I CovAME AM PPIPE PIER STD. PLAN IMPR0V00T "T SEE NOTE • 1S2 OR GRAOING PLAN 24' 1.0 SECTION A I R� INLET TYPE 2SEE i I I S I ' NOTE • 10' BAR I I w : 5/8'0 I I I MIN. I u I 6• 90,4 e i B SECTION TAIL OF ANCHOR i INLET TYPE I DE I I CU" FACE CURB FACE I ANCHOR 1it -- FL ----- — FL _— POINT M POINT N POINT P POINT 0 TC GRADE LINE AS SHOWN ON PROFILE TOCP Of CURS FL POINT M POINT N s GKVWZEO �CxOlt Sim mu SIZE SPAICNKI XWT Cool°"'"'" ,IloNrr COUPEwArnrF co�rr�� PARKWAY DRAIN 151-0 im YSE WITH VAIOAl10 lPEClICATIOMS F011 PIJSIIC MIOIIKE CONSTl1UCT1011 . i/rBrimr. M6' ' 3• 1/2'x2'x3/O' •3- 3' 2 1/2'1 'x3/ •3 4'-0' 3- 21/2'12'x3/1' z 03 15. 4' -6' 4' 3 1/2'13'x1/ ' •3 16 1/2- 5--0- -0' 4• 3 1/2'13'11/ ' 3 •3 5' -6' 4 3 1/2'x3'xl/ . • 4' -0' 4' 3 1/2'x3'xl/ ' 05 13 1/2' A PLAN = p. S/2 TOP Of CUIM POINT P POINT 0 PROFILE GArLVAWIZED STIML SI ANGLE FINISH i s�TTrM It SEE NOTE S \ S• T MATCCHH SECTION A -A EXISTING �• 5 �. J BARS - 4 AMERICAN PUBLIC WORK= ASSOCIATION — SOUTHERN CALWORNIA CHAP I M STAlmom IM.NII XWT Cool°"'"'" ,IloNrr COUPEwArnrF co�rr�� PARKWAY DRAIN 151-0 im YSE WITH VAIOAl10 lPEClICATIOMS F011 PIJSIIC MIOIIKE CONSTl1UCT1011 !!iT 1 !� 2' 8