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3'-4' 2'-3" <br /> �J <br /> Monolithic Surface ' <br /> Troweled Smooth <br /> 1 and Broomed rr1 <br /> 1 III Payment— Maximum Payment Width <br /> l <br /> 4 -- — , Width for Lawn (Sod) Retaining curb for AC (Misc. Areas).t <br /> t was necessary <br /> _ } <br /> 6j" 10 1 6 6 - New CG & S ��-��i Existing <br /> Pavement41bcsin <br /> InstalExpJointasrequ red (5/8' D'ax24"Dowels 14" O.C.) ce a catch3 -0" 1'-6" L5-2.5' 4" (Min.) Aggregate Subbasewass�Istallawn (Sod) - filter <br /> ired to restore Place AC Misc. Areas <br /> Class IV. Compact to a minimum ( ) <br /> adjacent areas, 0.6' Thick to restore <br /> relative compaction of 909, relocate sprinkler pavement <br /> -� 1'-0" 2._0.. 2,. system and street PROTECTION FOR <br /> signs as required. <br /> Me, <br /> r <br /> Troweled <br /> Smooth <br /> EXISTING DRAINAGE INLET <br /> ITroweled rued TYPICAL SECTION <br /> and Broomed <br /> 1 isle: <br /> --- -'r���, The Storm Drain Intel Protection Unit <br /> t A.C. Width may be increased as needed for conform (Catch Basin Filter) is to remain in place <br /> or slope reasons with approval from the Engineer. and functioning from the beginning of the <br /> working days until the end of the project. <br /> R Install Exp Joint as �4" (Min.) Aggregate Subbase <br /> ig required. (5/B" Dia.x24" Class IV. Compact to a minimum <br /> Dowels 14" O.C.) relative compaction of 909. <br /> TYPICAL SECTIONS OF EXISTING CURB, GUTTER, <br /> x AND SIDEWALK (EXCEPT AT RETURNS) <br /> x � <br /> F 3'-4' GENERAL NOTES <br /> a a Monolithic Surface <br /> m Troweled Smooth 1. Match new joint and score mark spacing to existing Crack Control Joints whenever possible. <br /> 9 yy Iy and Broomed 2. Install Expansion Joints at beginning and end of new sidewalk. <br /> ________________ _ — <br /> 4 l 4 3J". 1} 3. All new CG&S shall conform to the existing flowline elevations, with a <br /> '- Ci 1 66�� 1++p^ straight grade between conforms. <br /> 4. Existing drainage facilities, fences, water valves, sprinkler heads, trees, shrubs, poles, signs, <br /> Instoll Exp Joint as r and CG&S shall remain in place unless otherwise noted on the plans. <br /> required (5/e Dia x24 5. At locations where existing and new CG&S join, a 3' (minimum) to <br /> 3 Dowels 14" O.C.) 5' (maximum) transition shall be constructed. <br /> 3'-0" -0 6.2'-3' 6. All Minor Concrete (CG&S) work that is to be removed shall be saw cut <br /> 4" (MIn.) Aggregate and/or removed to the limits shown on the plans. The cost for saw cutting shall be considered <br /> m Subbase, Class IV. as paid for under the various items of work involved. <br /> Compact to TYPICAL SECTION OF EXISTING CURB. minima relative 7. All storm drain inlets, including those being adjusted, shall be protected from liquid runoff <br /> o minimum reloGve g g 1 P 9 <br /> � n compaction of 909, sediment and chemical pollutant in a manner consistent with the requirements of the National <br /> m GUTTER, AND SIDEWALK AT RETURNS Pollution Discharge Elimination System (NPBES) cenerol Construction Permit. <br /> A 8. Any reference to Class B concrete in these Plans or the Special Provisions shall be amended to read <br /> AND ADJACENT TO RETURNS <br /> "Class 3 concrete". <br /> m <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN No SCALE CONSTRUCTION DETAILS SIDEWALK ACCESSIBILITY IMPROVEMENTS, I Sheet No. <br /> CKED <br /> PHASE 5 9 of t4 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHEDATE APPROVAL RECOMMENDED DATE <br />