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TYP <br />0 <br />a <br />N <br />1.5" <br />1.5" <br />c-rnwi id16 <br />HSL ANCHORS <br />DETAIL - 1A <br />24.0' <br />PLAN <br />AMERICAN TANK CO. <br />41,000 GALLON GALV. <br />STEEL TANK <br />"W1 <br />#5 BARS 0 12" 0/C EA. <br />WAY, 2" CLEAR TOP, 3" <br />CLEAR BOTTOM. F6" <br />PROFILE <br />1 WATER TANK FOUNDATION N. T. <br />BACKFILL WITH MATERIALS EQUAL TO OR <br />BETTER THAN THE EXISTING PAVEMENT IN <br />QUALITY AND THICKNESS. <br />EXISTING PAVEMENT-\ <br />.. _ •' <br />6"MIN. -COMPACT IN 12" <br />TyP MAX. LAYERS TO A _ <br />o REL. COMPACT. OF <br />— 95% UNDER PAVE- - <br />-- MENT & SHOULDERS, - <br />& 90% OUTSIDE — <br />_ SHOULDERS. <br />Lil == COMPACT IN 24" a <br />m ------_ MAX. LAYERS TO ------ <br />a - -- A MIN. REL. COM- <br />PACT. OF 85%. <br />COMPACT IN 6"— <br />LAYERS TO A -- <br />MIN. REL. <br />10""OD.0" 0" O.D. 1dCOMPACT. OF 90%. '1MIN.MIN. MIN. MIN. <br />0 <br />O O.D.+20" O.D.+20" <br />MIN. MIN. <br />RIGID CONDUIT FLEXIBLE CONDUIT <br />2 TRENCH BACKFILL N.T.S. <br />APPROVED BY THE SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS <br />-8Y: DATE: <br />DIRECTOR OF PUBLIC WORKS RCE 21258 <br />APPROVED BY THE SAN JOAQUIN COUNTY BUILDING DEPARTMENT <br />APPROVED BY THE SAN JOAQUIN COUNTY HEALTH DEPARTMENT <br />APPROVAL. BLOCKS <br />20" <br />1" I 10.75"11 111.25" <br />CONC.vSLAB <br />W/ #4 BARS NOTE: GRATE FASTENED TO FRAME <br />0 12 O.C. EA. W/ 18'x1/4" HEAT-TREATED CHAIN <br />WAY <br />3 1 CATCH BASIN <br />4" WHITE STRIPE <br />2" <br />� <br />`EDGE OF PAVEMENT <br />\ <br />4A EDGELINE STRIPING <br />PER CALTRANS DETAIL 276 <br />24' 24' <br />NOTE: <br />ALL PAVEMENT <br />MARKING SHALL BE IN <br />CONFORMANCE WITH <br />CHAPTER 6 OF THE <br />CALTRANS TRAFFIC <br />MANUAL <br />IIS 2 <br />4" YELLOW STRIPES 3" <br />2" <br />Z—PVMT. MARKERS <br />49 CENTERLINE STRIPING (NO -PASS) <br />PER CALTRANS DETAIL 22 <br />48' <br />8.5' 7' I 17 8.5' <br />�PVMT. MARKER YELLOW TRIPE <br />4C CENTERLINE STRIPING <br />PER CALTRANS DETAIL 2 <br />PAVEMENT STRIPING <br />END PAVEMENT <br />STRIPING <br />IMPROVEMENTS <br />A <br />STRIPING <br />PER DETAIL 2 <br />CALTRANS TRAFFIC MANUAL <br />N.T.S. <br />LANDSCAPING <br />6' HIGH 101.17 RIM <br />WOOD FEFENCE <br />�L <br />^ / EX. CONC. rn, <br />PAD <br />�1� EX. <br />PATI <br />GUTTER A <br />L� <br />EX. SSCO <br />EX. MISSION METERAS \� <br />rEX. TRASH <br />L. <br />EX. PATIO EX. GONG <br />RELOCATED <br />POWER POLE <br />EX. ELECTRO LIER j'Al v�G / G N�pGPA pN `\\ \` & DEAOMAN <br />EX. POWE <br />AND DEADM) <br />r. <br />=R <br />/ NEW MISSION <br />i <br />1 / <br />,56g 6/ <br />1200 GAL SEPTIC TANK10178 INV 4" IN <br />/ <br />101.62 INV 4" OUTN(SW) CLEAN-OUT <br />°o <br />k <br />0.% <br />EDGE STRIPING <br />PER DETAIL 276 <br />- - - --- CALTRANS TRAFFIC MANUAL <br />/ <br />CL STRIPING <br />TYPE PER DETAIL 2 <br />RRICADE / CALTRANS TRAFFIC MANUAL <br />/ <br />UTILITIES PLAN <br />UTILITIES NOTES: <br />1. ALL SANITARY SEWER, WATER AND STORM DRAIN MATERIALS AND CONSTRUCTION <br />SHALL CONFORM TO THE REQUIREMENTS OF THE SAN JOAQUIN COUNTY IMPROVEMENT <br />SPECIFICATIONS AND STANDARDS. <br />2. NEW STORM DRAINAGE FACILITY SHALL UTILIZE THE EXISTING RETENTION BASIN. <br />3. CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING LEACH LINES. <br />4. SANITARY SEWER PIPE SHALL BE VITRIFIED CLAY PIPE (VCP) AND SHALL CONFORM <br />TO THE SPECIFICATIONS FOR EXTRA STRENGTH PIPE OF A.S.T.M. DESIGNATION C-700 <br />AND C-301. <br />5. FIRE HYDRANTS SHALL CONFORM TO THE REQUIREMENTS OF THE SAN JOAQUIN <br />COUNTY FIRE DEPARTMENT. <br />6. FOR TRENCHES, 5 FEET OR MORE IN DEPTH, THE CONTRACTOR SHALL OBTAIN A <br />PERMIT FROM THE LOCAL OFFICE OF THE DIVISION OF OCCUPATIONAL SAFETY AND <br />HEALTH. IF THERE IS NOT ONE, THE CONTRACTOR SHALL COMPLY WITH SECTION <br />5-1.02A OF THE CALTRANS STANDARDS CHAPTER 9 OF THE STATE OF CALIFORNIA <br />LABOR CODE AND ANY LOCAL CODES OR ORDINANCES. <br />7. ALL TRENCHES SHALL BE BACK FILLED IN ACCORDANCE WITH SAN JOAQUIN COUNTY <br />STANDARDS, <br />8. ALL TESTING REQUIRED BY SAN JOAQUIN COUNTY SHALL BE THE RESPONSIBILITY <br />OF THE CONTRACTOR. <br />9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE FOR AND MEET ALL <br />PUBLIC SAFETY PROVISIONS AS REQUIRED BY THE SAN JOAQUIN COUNTY DEPARTMENT <br />OF PUBLIC WORKS. <br />10, ALL SERVICE CROSSINGS SHALL BE IN ACCORDANCE WITH THE STATE OF <br />CALIFORNIA HEALTH DEPARTMENT REQUIREMENTS. <br />11. INGRESS -EGRESS EASEMENT ACROSS EXISTING PARKING LOT SHALL REMAIN <br />UNOBSTRUCTED DURING CONSTRUCTION. <br />12. LEACH FIELD TRENCHES SHALL BE 24" WIDE x 42" DEEP, SPACED 12.0' ON <br />CENTER. <br />13. LEACH LINES SHALL BE CONSTRUCTED WITH A.B.S. SCHEDULE: 40 PERFORATED PIPE <br />AND SHALL HAVE A MAXIMUM SOIL COVER OF 24". <br />14. FILTER MATERIAL SHALL BE GRADED AND WASHED ROCK ONE (1) INCH TO TWO <br />AND ONE-HALF (2 1/2) INCHES IN DIAMETER OR OTHER APPROVED MATERIAL, <br />15. THE FILTER MATERIAL SHALL BE PROTECTED FROM THE EARTH BACK FILL BY <br />FIFTEEN (15) POUNDS ASPHALT -SATURATED FELT OR OTHER APPROVED MATERIAL. <br />16. NEW LEACH LINES FOR THE EXISTING MISSION SHALL BE SET TO THE SAME GRADE <br />AND SLOPE OF THE EXISTING LEACH LINES CURRENTLY SERVING THE MISSION. <br />17. WATER STORAGE TANKS SHALL BE EQUIPED WITH A 4 INCH FIRE SERVICE <br />-EDGE STRIPING <br />PER DETAIL 27B <br />CALTRANS TRAFFIC MANUAL <br />1 <br />STRIPING <br />PER DETAIL 22 <br />CALTRANS TRAFFIC MANUAL <br />GRAPHIC SCALE IN FEE'P <br />15 0 15 30 60 <br />I inch — 30 ft <br />a <br />M I <br />C)o°'NN <br />Z�a�� <br />�i Frz C) rn <br />Ljjw C) N <br />� w <br />Z N O J X <br />bf) N i ¢ <br />• DONALD T. KAN <br />CIVIL ENGINEER <br />RCE 36676 <br />o HENRY WONG <br />CIVIL ENGINEER <br />RCE 31008 <br />n DAVID J. STARCK <br />ARCHITECT <br />C22903 <br />• STEVEN KOELZER <br />ARCHITECT <br />C19842 <br />a <br />0 <br />0 0 <br />�G FXV <br />REVISIONS <br />PLAN CHECK #1 (4/13/98) <br />PLAN CHECK #2 (5/1/98) <br />❑. <br />BY AS <br />LIST <br />DATE 5-4-98 <br />JOB 97M136 <br />SHEET <br />C-3 <br />G <br />z <br />_O <br />0 <br />Cn <br />C� <br />W <br />J <br />— <br />D <br />LCJ <br />m <br />Q <br />C/� <br />J <br />Y <br />= Q <br />Q <br />w O <br />S <br />O <br />Df <br />LJ J <br />Z <br />n Q <br />W <br />0 <br />U <br />0 <br />Q <br />O <br />a <br />Q <br />a_ <br />V) <br />N m <br />o <br />o <br />0 0 <br />�G FXV <br />REVISIONS <br />PLAN CHECK #1 (4/13/98) <br />PLAN CHECK #2 (5/1/98) <br />❑. <br />BY AS <br />LIST <br />DATE 5-4-98 <br />JOB 97M136 <br />SHEET <br />C-3 <br />G <br />