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Note: Reconstruct fence posts as noted, <br /> and reconstruct chain link fabric o <br /> Begin 6" Vertical Curb <br /> Post A Remain <br /> B R&D End 8" Vertical Curb 5.0' © 6.25% i� � U 6' Min <br /> C New Begin Curb transition <br /> D Reconst 5.0' @ 3.2% <br /> E Reconst Saw cut line Var width sidewalk <br /> F Reconst Var width sidewalk 0.66'_ <br /> Grass/Dirt <br /> Min 2% Min <br /> Box Culvert deck <br /> �' il' Illlll illlilll - - - VO ra a 1 , <br /> 5.5 @ 8.0% I' II' III III - Q a e <br /> =1I. '11 Iil II I- 'I II = 1 — J — <br /> ., <br /> Begin cab Curb „ 'lig 1111 I�li� ,li III �I ii ill�,lill' �' Existing road <br /> 6' @ 4.75% D � ..I �� - I�� IIS _�� ��I I_il�. , <br /> End Roll Curb i i I,i II 11 'll 11� Il 11= 'll IL 0. 13 AC Box Culvert <br /> Begin In Curb transition <br /> 11 <br /> Var width and depth AC gutter pan <br /> I 7K ,11 Sto 11 +60 to Sta 11 + 78 <br /> post coupling <br /> to remain <br /> SECTION C- C <br /> Curb transition I I J Box Culvert <br /> 5' Min Var i <br /> Place 9' gate <br /> 0.5' Vertical =' Ii-71 11;11_ ,III <br /> II <br /> Curb <br /> - Reflective Sheeting Sign - Reflective Sheeting Sign - <br /> l III-_ - III III —III III r i <br /> ' III ill it Ill III ISI_=III 111—_ III= I I il� I I ' - � � State of California Highway State of California Highway <br /> „ <br /> 11 11= III 111= 11 I_1 Code W-57 (24"x48") <br /> 1- l =1 li III I— =III III 11 Il1- 111 =1ll 11 L�I- �, Code (SW-42) (30 x30 ) <br /> I 'i =�li III ill ISI I �- 'll I'I .III III iir_ II III—III III II' III III- I I il' _ ' <br /> � I i � I!I SII I��I I' 11111 Ili=Illi IIIA -�_II ' -III iilll� Ili—SIL' II', -1� � <br /> Grass/Dirt 1' <br /> „ <br /> U- 11�. 1� N5 � AC conform 5'f from BOW <br /> Var width and depth SIGNS <br /> 1 . Signs shall be posted on 2" X 2" <br /> square perforated steel tubing with <br /> penetrator anchor. <br /> 1 0 2. Sign - State of Calif: Hwy. Code ami <br /> BOX CULVERT TRANSITION DETAIL when n ) shall be posted at curves ° <br /> Y! ° <br /> when needed. o <br /> ° <br /> ° , <br /> ° <br /> ° ° <br /> ° ° <br /> ° ° <br /> ° ° <br /> New CG&S PO <br /> Reflective Sheeting Sign - o 0 <br /> State of California Highway ° <br /> o Code (Type N-Y) (24" X 24") o <br /> ° o <br /> T INTERSECTION SIGN ° <br /> O( x°oAC sidewalk ` <br /> post across from intersection) <br /> 1 : 20 Max slope ° N <br /> 101 <br /> Existing EP <br /> „ LANE REDUCTION <br /> ,y <br /> 12 CMP to remain 7°1 SIGNING <br /> ip y i �M F <br /> NOT A <br /> THROUGH <br /> AC Widening, (TYP) <br /> STREET <br /> Reflective Sheeting Sign <br /> 1 : 20 Max slope M \ ° State of California Highway 1. Center the lane reduction sign <br /> p Adjust SDI to grade Code (W53) (24 X 24 ) behind Type A barricade <br /> e 1. barricade to be laced on a <br /> ° or as required by S.J. Co. ( P <br /> jo Public Works Dept. askew with ttached) Type N-Y signs <br /> w 7 <br /> ° <br /> of ° 2. Place Class 1 flexible post <br /> Saw cut line P0 Sign Support System (Typ): delineators (Cal Trans A73C) at a <br /> g 0j 0I o 2 X 2 Square Perforated Steel 10 : 1 taper preceding the <br /> $(xi <br /> ° Tubing w Penetrator Anchor Type A barricade minimum of <br /> (Contact: S.J. County Traffic Maintenance 5y delineators). <br /> Division (209) 468-3088 for approved <br /> 3. Pavement lane reduction arrows. <br /> list of vendors) <br /> slope o 4. W 11 , transition sign, z <br /> \� w <br /> grade to draincO ° W <br /> ° w <br /> N ° 0 <br /> ° a' <br /> TYPICAL SIGN <br /> w <br /> END AC WALK DETAIL AT NINTH STREET DETAIL <br /> V) <br /> ROADSIDE SIGNS DETAIL <br /> w <br /> Q <br /> Z <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY DATE APPROVAL RECOMMENDED DATE COUNTY OF SAN JOAQUIN No SCALE CONSTRUCTION DETAILS D STREET IMPROVEMENTS SHEET NO. o <br /> losflua `Yu 4/07 ¢�L,�o1 y�zo�o� lni 41117 (THIRTEENTH STREET TO NINTH STREET) a OF 9 � <br />