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Place Truncated Domes <br /> at Curb Ram pr <br /> CSD fi R.S.P. A88A (Typ� Retaining Curb as necessary <br /> CD at back edge of Sidewalk <br /> ri SD <br /> I <br /> D Street Flowline <br /> CC �-----�-- <br /> Sta Sta Sta Sta 5.5' Min 12% <br /> 48 16+40 t 6+84 81 7 17+36 7 16 7 17+68 14 - - - <br /> - - - - 5%_ <br /> 16' <br /> v Sta <br /> C� 0000°o0 0 0 0 00 <br /> <, 17+07 J 8.33% °° N 0 <br /> 8.33 <br /> a A I pe 00000 OV Dove°^°° / V 1 x <br /> 28 _ -- _ - _ _ (Max) °°°°°°° a°° °°° (Max) _ _ O <br /> 'kir r— — eneoo°uo ooeoao°000°oo° fi 6" <br /> 1 - _ �00000O o�oo�oo°o °o <br /> - - - ° °°°°° - - - - (Min) Truncated <br /> D SD - - SD - SD SD D— - - - - - - - Domes <br /> - - - - - -- -T- °° ° <br /> a_ - f' 4.0 '1 5.5' (Min <br /> - - - 6„ Retaining Curb <br /> 41 ' 09 — - - - as necessary <br /> 9 ` ' <br /> Front Edge _ <br /> V <br /> 25 \ i �`—'—"—'—'— C of Sidewalk <br /> i <br /> (Flowline) <br /> I�� • IIS, \. II \\ I , a I n- � -- - - � - n -- n - �' -- � n <br /> CURB RAMP TYPE E DETAIL 4" (Min) Aggregate Subbase, Cuss 4 <br /> o Compact to a minimum relative <br /> I i I • SECTION C—C compaction of 90% (Typical) <br /> Top of Curb Existing Flowline <br /> - ------- ---- -- ----� <br /> i Ii I Iii , . , <br /> i I I i ,I 2.5 4.0 1 .0' <br /> Min <br /> D STREET AND ELEVENTH STREET INTERSECTION DETAIL �_ 4 6 (Ty P) <br /> SECTION D—D <br /> 325 Existing 12" RCP coM <br /> to remain _N__ C° <br /> F/� R 4' v r SID o <br /> 2' Place Truncated Domes 3 <br /> c 0 at Curb Ramp per <br /> �r R.S.P. A88A (TYP) Sq, ,y 33� Max 2% oo - SD- SD SD�SD N <br /> MOO <br /> C'4 6' Sto 17+17+69to <br /> 60 to <br /> Midin <br /> R/16, (Type f SECTION B—B + <br /> LO <br /> rl See Detail below <br /> 18, <br /> 16.5' Q o'C � <br /> � O• <br /> 15' <br /> 12' BULB OUT AT NE CORNER OF <br /> End ELEVENTH STREET AND D STREET DETAIL <br /> Conform to Existing Bub Out <br /> CG&S I I I 00 <br /> 7' w <br /> 6, 2 Begin > <br /> o <br /> Bulb Out Conform to existing a- <br /> BULB OUT AT SE CORNER OF ELEVENTH STREET Conform to Existing I I I sidewalk 2 Min - <br /> AND D STREET DETAIL Conc <br /> VG I I 2',��nUj <br /> ree <br /> run 0 <br /> 0 <br /> BACK OF WALK AT TREE DETAIL <br /> Q <br /> Z <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY DATE APPROVAL RECOMMENDED DATE D STREET IMPROVEMENTS SHEET No. <br /> Joshua IYu 410T '] , -4/70A� 11201,07 ���� ��7 COUNTY OF SAN J OAO U I N NO SCALE CONSTRUCTION DETAILS (THIRTEENTH STREET TO NINTH STREET) 6 OF 9 a <br /> a <br />