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SHEET NO. I NDEX TITLE TRACT NO. 1347 M 1� »1:R1� SAN JOAQUIN COUNTY, CALIFORNIA FA GENERAL NOTES I. COVER SHEET & VICINITY MAP I. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE 2. PLAN, PROFILES AND STREET SECTIONS WITH THE 'IMPROVEMENT SPECIFICATIONS AND DRAWINGS AND THE 3. DETAILSHEET APPROVED SET OF PLANS AND PROFILES. 2. AS -BUILT PLANS TO BE FILED WITH THE DEPARTMENT OF PUBLIC WORKS UPON COMPLETING CONSTRUCTION. SYMBOLS & ABBREVIATIONS PU.E PUBLIC UTILITY EASEMENT 3^ LOT CORNER ELEVATION • PROPOSED WELL SITE ® LEACH AREA O PONDING AREA (L FINISHED GRADE X EXISTING GROUND ELEV. 3. BUILDING CONTRACTOR TO ASCERTAIN THAT THE BUILDINGS FALL WITHIN MINIMUM SETBACKS. 4. EXCAVATIONS OF 5 FEET OR MORE IN DEPTH WILL REQUIRE AN EXCAVATION PERMIT FROM THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL SA FETY. 5. THE CONTRACTOR SHALL NOTI FY THE COUNTY ENGIN�tER 24 HOURS IN ADVANCE OF PERFORMING ANY WORK REQUIRED IN THESE PLANS. 6. THE CONTRACTOR SHALL BE IN RECEIPT OFAPPROVED PLANS PRIOR TO BEGINNING CONSTRUCTION. MONUMENT WELLS 7. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES REGARDING THE EXISTENCE AND LOCATION OF FACILITIES IN THE CONSTRUCTION AREA. VICINITY MAP NO SCA4J 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING IMPROVEMENTS AND UTILITIES FROM DAMAGE. ANY DAMAGE TO EXISTING FACILITIES TO BE REPAIRED BY CONTRACTOR AT CONTRACTORS EXPENSE. 9. THE EXCESS EXCAVATION FROM THE STREET GRADING SHALL BE PLACED ON THE LOTS AS DIRECTED BY THE ENGINEER. 10. ELEVATIONS REFER TO U.5.G.S. DATUM. 11. BENCH MARK-R.R.SPIKE IN WEST FACE OF POWER POLE, ELEV. 38.77, FOR LOCATION SEE SHEET 2. THESE PLANS AND SPECIFICATIONS HAVE BEEN REVIEWED AND APPROVED BY THE FOLLOWING DEPARTMENTS. 12. CONSTRUCTION OFINDIVIDUEL SEWAGE DISPOSAL SYSTEMS SHALL MEET THE REQUIREMENTS OF SAN JOAQUIN COUNTY ORDINANCE NO. 549. 13. CONSTRUCTION OFINDIVIDUEL WELLS SHALL MEET THE REQUIREMENTS OFSAN JOAQUIN COUNTY ORDINANCE, N0.1862. DIABLO ENGINEERING AND SURVEYING CO. 234 W. HARDING WAY STOCKTON, CA. 465-0243 A41 -_*,:l 1 ;2 - CHARLES CHARLES W. FLYNN .C.E. 24692 T & VICINITY MAP SCALE: NONE DESIGNED BY C.F. DRAWN BY: CHECKED BY: J.L. JOB NO. "4w-~-7,7 APPROVED BY; DATE: -f-9-7 /r a WN. J. WARD 'E. C- 9: DIRECTOR OF PUB WORKS SAN JOAQUIN COU SHEET NO. OF SHEETS GN Ze,~1m,44c sly lr~ �• stoo110 A.*gTA �YlgO V 2 2InW N e v f NA OiMi e w4r 0 SITEV' 0 g S7�9TF ,VNY. ,puTC Z� �L.woliv RoJ VICINITY MAP NO SCA4J 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING IMPROVEMENTS AND UTILITIES FROM DAMAGE. ANY DAMAGE TO EXISTING FACILITIES TO BE REPAIRED BY CONTRACTOR AT CONTRACTORS EXPENSE. 9. THE EXCESS EXCAVATION FROM THE STREET GRADING SHALL BE PLACED ON THE LOTS AS DIRECTED BY THE ENGINEER. 10. ELEVATIONS REFER TO U.5.G.S. DATUM. 11. BENCH MARK-R.R.SPIKE IN WEST FACE OF POWER POLE, ELEV. 38.77, FOR LOCATION SEE SHEET 2. THESE PLANS AND SPECIFICATIONS HAVE BEEN REVIEWED AND APPROVED BY THE FOLLOWING DEPARTMENTS. 12. CONSTRUCTION OFINDIVIDUEL SEWAGE DISPOSAL SYSTEMS SHALL MEET THE REQUIREMENTS OF SAN JOAQUIN COUNTY ORDINANCE NO. 549. 13. CONSTRUCTION OFINDIVIDUEL WELLS SHALL MEET THE REQUIREMENTS OFSAN JOAQUIN COUNTY ORDINANCE, N0.1862. DIABLO ENGINEERING AND SURVEYING CO. 234 W. HARDING WAY STOCKTON, CA. 465-0243 A41 -_*,:l 1 ;2 - CHARLES CHARLES W. FLYNN .C.E. 24692 T & VICINITY MAP SCALE: NONE DESIGNED BY C.F. DRAWN BY: CHECKED BY: J.L. JOB NO. "4w-~-7,7 APPROVED BY; DATE: -f-9-7 /r a WN. J. WARD 'E. C- 9: DIRECTOR OF PUB WORKS SAN JOAQUIN COU SHEET NO. OF SHEETS