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GENERAL NOTES: q <br /> 1. Placement of Asphalt Concrete Overlay shall not begin until the Asphalt Concrete Const <br /> used in Pavement Repair has been in place for 18 hours. R/W R/W <br /> 25' 25' <br /> 2. Asphalt Concrete 0.17' shall be placed in One (1) layer with Pavement Reinforcing <br /> Fabric on existing or prepared surface. See Shoulder Detail See Shoulder Detail <br /> Sheet No. 4 Sheet No. 4 <br /> 3. Hand Grinding of Asphalt Concrete Pavement will be required at locations where 6' *15' *15' 6' <br /> water valves and maintenance holes are within the planing limits and around the lip <br /> of gutter at drain inlet locations. Payment for Hand Grinding shall be considered as l� 14' Pavement <br /> included in the contrail unit pace paid for Planing Asphalt Concrete Pavement Reinforcing Fabric <br /> 4. Install Expansion Joints at beginning and end of new Curb, Gutter and Sidewalk and <br /> between new sidewalks and existing driveways. `or v°r va_� <br /> 5. All new Curb, Gutter and Sidewalk shall conform to the existing flowline elevations, -- — Existing Roodwoy y- - � <br /> with o straight grade between conforms. L— _J <br /> 6. Street side Storm Drain Inlets shall be protected from liquid runoff sediments and Vor Depth 0.17' AC L Existing Curb, Gutter <br /> chemical pollutant in a manner consistent with the requirements of the National & Sidewalk to remain <br /> Pollution Discharge Elimination System (NPDES) General Construction Permit and per TYPICAL SECTION in place (Typ) <br /> Special Provisions. <br /> 7. Existing drainage facilities, fences, frames and covers, sprinkler heads, trees, shrubs Portola Avenue: (Sto 10+02 to Sto 23+40)San Luis Way: (Sto 10+15 to Sto 18+87) <br /> and Curb, Gutter and Sidewalk shall remain in place unless otherwise noted on the <br /> plans. Santa Rosa Way: (SIG 10+16 to Sto 21 +50) <br /> San Pablo Way: (Sta 12+84 to Sto 23+89) <br /> y 8. Asphalt Concrete (Miscellaneous Areas) shall be placed in two layers. (See Sheet No. Arroyo Way:y: (Sta 19+93 to Sta 30+68) (15'-16') <br /> Do 5 for Asphalt Concrete (Miscellaneous Areas) Detail. The cost of Asphalt Concrete <br /> (Miscellaneous Areas) is to be included in the Minor Concrete (Curb, Gutter and <br /> T <br /> m Sidewalk) item of work. Const <br /> i9. All Minor Concrete (Curb, Gutter and Sidewalk) that is to be removed shall be sow R/W - R/W <br /> cut to the limits shown on the plans. Al locations greater than 10 LF in length 25 - 25' <br /> where existing and new CG&S join, a 3' transition shall be constructed (match <br /> existing CG&S at locations 10 LF or less). Where removal of existing concrete is See Shoulder Detail See Shoulder Detail <br /> required, the concrete shall be saw cut at the conform line or removed to the Sheet No. 4 Sheet No. 4 <br /> nearest expansion joint, whenever possible. The cost of the saw cutting is to be 6' 16' 16' 6' <br /> included in the Minor Concrete (Curb, Gutter and Sidewalk) item of work. <br /> 10. Clean all Existing Driveway Pipes and Storm Drain Inlets. Cost for cleaning16' Pavement is to be Reinforcing Fabric <br /> f <br /> included in the Cleaning Existing Drainage Facilities item of work. <br /> V J 11. Contractor sholl lace detectable warning surfaces at locations within the �V <br /> P g project i'- <br /> Emits where Curb Ramps exist without the <br /> detectable warning surface. The cost for - _• <br /> ,n <br /> this item is to be included in the Retrofit Curb Ram Detectable Warning Surface `--- <br /> P 9 Existing Roadway <br /> T item of work. —J <br /> M 12. Part Circle Driveway Culverts at driveways are to remain in place unless otherwise Vor Depth 0.17' AC Existing Curb, Gutter <br /> p�;"� & Sidewalk to remain <br /> M planing by the Engineer. Steel Plating of driveways are to of removed prior to [[�tli.—U;lLe(`� DRAWING in I ( yp) <br /> V z planing and placed bock after paving completion. The cost of removing and pladnljL 11 J place T <br /> back steel plating is to be included in the Planing Asphalt Concrete Pavement i }reciions By <br /> I of work. TYPICAL SECTION <br /> No Changes By1b17. �. VR ZEN dA <br /> o Date /- OS- 9 Gabriel Way: (Sto 10+16 to Sto 18+91) <br /> Any Person Usmg Th1s Qrawing Should Verity <br /> All informatics B Ins eatin The Site 17H Vinrk <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS COLONIAL HEIGHTS RESURFACING, PHASE 4 Sheet No. <br /> AND GENERAL NOTES (Mwm My. F=W IME Sim UaIEL my, SMI lus wAy, S41 PIED my at wo RDS' ww) 2 of 6 <br /> DRAWN B'r DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> ?� 03ift T Scss.,-7 ��otr H• 7nn6a�. �oti,a 3/of A&t'-ez /e POO 8 <br />