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Const <br /> R/W <br /> 30' -45GENERAL NOTES <br /> 16'-20' LEGEND <br /> 13' t - 15' f —{ 1 . Install Expansion Joints at BCR and ECR and at <br /> beginning and end of new sidewalk. <br /> 2. Street side Storm Drain Inlets shall be protected from liquid Existing SDI <br /> Limits of Clearing and Grubbing runoff sediments and chemical pollutant in a manner consistent �J <br /> with the requirements of the National Pollution Discharge Elimination <br /> Limits of Roadway Excavation System (NPDES) General Construction Permit. <br /> Q) Type 1 Curb Inlet Catch Basin <br /> 3. Existing drainage facilities, fences, sprinkler heads, trees, shrubs <br /> See Plan Sheets 1 ' Min Var CG&S Var and Curb, Gutter and Sidewalk shall remain unless otherwise noted <br /> on the plans. <br /> U 4. Asphalt Concrete (Miscellaneous Areas) 0.50' thick shall be placed in Existing Utility Pole <br /> U) Imported Borrow two equal lifts. Asphalt Concrete (Miscellaneous Areas) 0.80' thick <br /> - - - - - - - Var width shall be placed in three lifts: 0.40 thick for base lift and two 0.20 <br /> - - - - - - - - - - - - - Utility Pole To Be Relocated <br /> thick lifts. Y <br /> — '—= (By Others) <br /> _ _ _ _ _ la <br /> 5. All Minor Concrete Work (Including Curb Ramps, and Curb, Gutter <br /> — and Sidewalk) that is to be removed shall be saw cut to the limits <br /> Conform shown on the plans. The cost of the saw cutting is to be included x x x — <br /> Existing Roadway 0ACSt) R&D Exist AC and 4 (Min) Aggregate Subbase, in the Minor Concrete (Curb, Gutter and Sidewalk) item of work. Fence <br /> Widenninin g (6 <br /> Concrete walks, <br /> ( 1 't from Exist EP) shall be included in Class 4 Compact to a 6. Reference to Class "B" concrete in these Plans or Special Provisions © Existing Water Valve to be adjusted <br /> the Roadway Exc minimum relative shall be interpreted to mean Class 3 Concrete. <br /> item of work compaction of 90% (Typ) (By Others) <br /> 7. Prior to commencing any work, it shall be the contractor's <br /> responsibility to have each utility company locate in the field their <br /> main and service lines. The contractor shall notify the members of Existing Roadside Sign <br /> TYPICAL SECTION <br /> the Underground Service Alert (U.S.A.) 48 hours �n advance of <br /> performing excavation work, sign relocation work and Storm drainage <br /> Sta 10 + 09 to Sta 17 + 50 improvement work by calling the toll—free number 1 -800-227-2600. <br /> S t a 20 + 88 t o S t a 27 + 32 Roadside Sign To Be Relocated <br /> Const O <br /> R/W Monument <br /> 30' <br /> G G Existing P.G.&E. gas main <br /> Limits of Clearing and Grubbing <br /> Limits of Roadway Excavation SD SD Existing Storm main <br /> \\` ` Existing Concrete and AC walks <br /> 20' Var CG&S Var V�\V�y ` to be R&D <br /> c <br /> 1 ' Min — <br /> 4-' <br /> See Plan Sheets /— Exist Conc curb AC Miscellaneous (0.50') <br /> 3 (To remain in place <br /> _ _LJ <br /> AC Miscellaneous (0.80') <br /> Conform <br /> Existing Roadway <br /> R&D Exist AC walk, Imported Borrow <br /> 0.80' AC shall be included in Var width <br /> Widening (6't) the Roadway Exc <br /> ( 1 'f-3'f from Exist EP) item of work <br /> 4"(Min) Aggregate Subbase, <br /> Class 4 Compact to a <br /> minimum relative <br /> compaction of 90% (Typ) <br /> Lo <br /> z <br /> TYPICAL SECTION w <br /> w <br /> 0 <br /> ILI <br /> Sta 17 + 50 to 20 + 88 <br /> w <br /> V) <br /> 0 <br /> L. <br /> Q <br /> z <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY DATE APPROVAL RECOMMENDED DATE TYPICAL SECTIONS, GENERAL D STREET IMPROVEMENTS SHEET NO. 5 <br /> fos W TU 4/07 �y� �/2%� � y(io107 ��� �tlZoloz COUNTY O F SAN J OAQ U I N NO SCALE NOTES AND LEGEND (THIRTEENTH STREET TO NINTH STREET) 2 OF 9 a <br /> r) <br /> a3 <br />