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ADDITIVE BID ALTERNATIVE A <br />0.12' A.C. OVERLAY <br />ADDITIVE BID ALTERNATIVE C <br />In lieu of A.C. overlay, place <br />Latex Modified Slurry Seal on all <br />areas denoted by shading. <br />(East and West areas) <br />OPTIONAL STORAGE AREA. <br />REFER TO SECTION 10, <br />"ORDER OF WORK," OF <br />THE SPECIAL PROVISIONS <br />FOR DETAILS <br />1 <br />,F <br />I 7 <br />I I <br />Line size is 8 inch, — <br />unless noted otherwise. <br />FILE NAME <br />51 <br />L <br />PARKVIEW CT. <br />7 <br />City Limits <br />— County J <br />Planing Detail <br />Sewer Lift Station <br />See Sheet 8 <br />Q <br />7 <br />A <br />V <br />6 <br />ADDITIVE BID ALTERNATIVE B <br />0.12' A.C. OVERLAY <br />Denotes <br />Sheet Number <br />4 <br />Shading Denotes Limits <br />of 0.12' A.C. Overlay <br />ARUN <br />TON ROAD <br />'o <br />DATE <br />SUBMITTED <br />DATE <br />C61^ <br />---- 24"S ---- <br />FAIR X ROAD <br />Sewer line and size <br />6„ — -- -- — -- 6' "Y'' oun y <br />--------�� In—City . <br />II II IItit <br />II <br />HARDING II II IIII WAY Planing Detail <br />II II II <br />KEY MAP <br />Not to Scale <br />POC: Connect to <br />Exist. Sewer M.H. <br />PROJE[CTQ GINEER <br />DATE <br />CHECK�EDD� <br />DATE <br />SUBMITTED <br />DATE <br />C61^ <br />---- 24"S ---- <br />Existing <br />Sewer line and size <br />---- 8"TC ---- <br />Existing <br />\projects\college park\GenNotes I <br />W <br />w <br />J <br />CL <br />n <br />Planing Detail e <br />Z <br />m <br />1. All elevations are NGVD, 1929 datum. <br />2. The locations of the existing underground utilities are <br />plotted from records obtained from the utility <br />companies. The County shall not be responsible for <br />the accuracy of such records and does not guarantee <br />that the underground facilities are as shown. It is the <br />Contractor's responsibility to field locate all underground <br />facilities prior to excavation operations. <br />3. Existing water and gas mains are shown on the plans, <br />but water and gas service laterals are not shown. The <br />Contractor shall field locate all such service lines prior <br />to excavation operations and shall protect them from <br />damage. Any damage to existing facilities caused by <br />the Contractor's operations shall be repaired at his <br />expense. <br />4. When excavations approach the approximate locations <br />of the underground facilities, the exact location <br />shall be determined by careful probing and hand <br />digging. Once the facility is uncovered, adequate <br />protection shall be provided to prevent damage to the <br />existing facilities. <br />5. The County reserves the right to revise the locations <br />of the service laterals shown on these plans prior to <br />their actual installation. No adjustment of compensation <br />will be made for any such relocated service laterals. <br />6. The County has obtained a general construction storm <br />water permit in accordance with the Clean Water Act, <br />Notional Pollution Discharge Elimination System (NPDES) <br />and State Water Board Order No. 92-08—DWQ. <br />The Contractor shall be responsible for the preparation <br />of the Storm Water Pollution Prevention Plan (SWPPP) <br />as required by the NPDES regulations. The SWPPP shall <br />be submitted to the County for approval prior to the <br />start of construction operations. Two copies of the <br />approved SWPPP shall be provided to the County. <br />The contractor shall have one copy available on the <br />job site. The Monitoring and Reporting Program shall <br />be conducted by the County. <br />---- 2"G ---- <br />LEGEND <br />Gas line and size <br />Existing <br />---- 6"W ---- <br />Existing <br />Water line and size <br />---- 24"S ---- <br />Existing <br />Sewer line and size <br />---- 8"TC ---- <br />Existing <br />Telephone Cable <br />— �� -- <br />Existing <br />Maintenance Hole <br />by County. <br />ALT. <br />SEWER PIPE (TYPE A) <br />3 Detail or Section No. <br />3 <br />Denotes <br />Sheet No. <br />4" Sewer Lateral <br />0 / with Location <br />a <br />Maintenance Hole <br />r-- Lamp Hole <br />MH #5 V LH #6 <br />- 8" Sewer Line <br />(Typ. unless noted) <br />TE COUNTY OF SAN JOAQUIN <br />i <br />� Oo <br />7. The County shall contact City of Stockton Dept. of Public <br />Works at (209) 937-8250 for a pre—construction <br />meeting. The Contractor shall notify the City of Stockton <br />at least 72 hrs. prior to start of construction operations. <br />8. City <br />of Stockton shall inspect point of <br />connection <br />to <br />City <br />Sewer. City shall also inspect all <br />new sewer <br />mains <br />and <br />service laterals, excluding cleanout, <br />and all trench <br />backfill from the bottom of the trench <br />to 1 foot <br />above <br />crown of pipe. All other work shall be <br />inspected <br />by County. <br />9. All improvements shall be constructed in strict <br />accordance with the following: <br />City of Stockton Standard Specifications adopted <br />September 25, 1995, and all amendments thereto <br />to date, and California Department of <br />Transportation Standard Specifications (CALTRANS) <br />dated July 1992, where applicable. <br />10. The County shall obtain an Encroachment Permit <br />from the City at the County's expense. The <br />Contractor shall also obtain on encroachment permit <br />with the City prior to the start of work. <br />11. After the sanitary sewer pipe has been laid and <br />backfilled, it shall be tested for watertightness as <br />specified in Section 71-8, "Sanitary Sewers", <br />of the special provisions of the project specifications. <br />12. Backfilled trenches shall receive temporary bituminous <br />trench resurfacing. Temporary resurfacing shall be <br />placed to a compacted thickness of 0.17 foot. <br />13. Fiber optic cables are located within the limits of work <br />and shall be protected from damage in accordance with <br />Section 7-1.11, "Preservation of Property," of the Standard <br />Specifications. All excavation within 5 feet of the cable <br />shall be hand dug. The Contractor shall notify the following, <br />48 hours prior to the start of excavation operations: <br />MCI (800) 624-9675 <br />QUEST(800) 238-4232 (ID No. 09152) <br />SPRINT (800) 521-0579 (Post No. CA 17 0034) <br />14. The Contractor shall contact the Union Pacific Railroad's <br />Manager of Track Maintenance at (209) 942-5333 at leust <br />72 hours prior to the start of any construction operations <br />within the Union Pacific Railroad right—of—way. <br />COLLEGE PARK PARKVIEW <br />SEWER PROJECT, PHASE 2 <br />GENERAL NOTES <br />DEPARTMENT OF PUBLIC WORKS <br />CITY OF STOCKTON, CALIFORNIA <br />SCALE: NONE APPROVED BY: D,�,TE; SHEET NO <br />DESIGNED BY: DG /0_ 2 <br />DRAWN BY: C# 8 SHEETS <br />PROJECT N0, <br />CHECKED BY: CITY ENGINEER <br />RECORD DWG.: '�Tnr'KTr1N r.Al IF <br />ALTERNATIVE SEWER PIPE <br />PIPE <br />DESIGNATION <br />ALLOWABLE SIZE & <br />MATERIAL <br />4" <br />DIA. <br />ALT. SEWER PIPE <br />4" PVC, <br />SDR <br />35 <br />6" DIA. <br />ALT. <br />SEWER PIPE (TYPE A) <br />6" PVC, <br />SDR <br />35 <br />6" DIA. <br />ALT. <br />SEWER PIPE (TYPE B) <br />6" PVC, <br />C-900 <br />8" <br />DIA. <br />ALT. SEWER PIPE <br />8" PVC, <br />SDR <br />35 <br />COLLEGE PARK PARKVIEW <br />SEWER PROJECT, PHASE 2 <br />GENERAL NOTES <br />DEPARTMENT OF PUBLIC WORKS <br />CITY OF STOCKTON, CALIFORNIA <br />SCALE: NONE APPROVED BY: D,�,TE; SHEET NO <br />DESIGNED BY: DG /0_ 2 <br />DRAWN BY: C# 8 SHEETS <br />PROJECT N0, <br />CHECKED BY: CITY ENGINEER <br />RECORD DWG.: '�Tnr'KTr1N r.Al IF <br />