Laserfiche WebLink
. ri6'..:U'4VdU <br />S 0 U TH SA N JOA Q UIN IRRIGA TION DIS TRIC T <br />4'OOn f -d,0 sal P2rK <br />Valley H°n12 li. <br />GENERAL NO TESFOR <br />PLANS <br />= <br />• _i <br />1. THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVE PROJECT <br />GROUND STRUCTURES AND RECORD DRAWINGS PROVIDED THE SURVEYOR. LOCATIONS OF_-�fSITE <br />UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. <br />ROSSIER ROAD DRAINA GE IMPRO VEMENTS.. Ros WRoad <br />ADD177ONAL BURIED UTILI TIES/S7RUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS <br />I <br />WERE MADE DURING THIS SURVEY TO LOCATE BURIED UTILITIES/S7RUC7URES t <br />�,,.° _ <br />2. CONTRACTORS AND OTHERS PERFORMING WORK SHALL VERIFY THE EXACT LOCA77ON AND - Ed5`°A°�e <br />DEP7H OF ALL UNDERGROUND UTILITIES. NEAR ENTERPRISE AND ROSSIER ROADS <br />,s <br />J. CONTOUR INTERVAL = 1 FOOT.' <br />Y n. <br />4. WORK SHALL NOT BEGIN UN77L ADEQUATE TEMPORARY BARRICADES, BARRIERS, FENCES, ° " Odkde'e <br />SIGNS, LIGHT OR OTHER SUCH TRAFFIC AND PEDESTRIAN WARNING AND CONTROL 3095 ROSSIER ROAD`` <br />DEVICES ARE IN PLACE ESCA L ON, CA L I FORNI A z <br />n . <br />5. CONTRACTORS AND OTHERS PERFORMING WORK SHALL <br />OBTAIN <br />PERMIT FROM 77-1E APPROPRIATE LOCAL PUBLIC AGENCY ALL WORK PERFORMED IN A PN 229-200-01 VICINITY MA P <br />THE PUBLIC RIGHT—OF—WAY. NOT TO SCALE <br />6. CONTRACTORS AND OTHERS PERFORMING WORK SHALL CONTACT UNDERGROUND SERVICE <br />ALERT (U.S.A.) 48 HOURS IN ADVANCE OF PERFORMING ANY EXCAVATION WORK BY <br />CALLING THE TOLL—FREE NUMBER (800) 642-2444. ALL EXISTING U77LITIES SHALL BE <br />PR07EC77NG FROM DAMAGE DURING THE PERFORMANCE OF THIS WORK. <br />7. CONTRACTORS AND OTHERS PERFORMING WORK SHALL VERIFY THE ELEVATIONS AND <br />LOCATIONS OF ALL EXIS77NG UTILITIES WHICH CROSS THE LINE OF CONSTRUCTION PRIOR <br />TO THE START OF CONSTRUCTION AFFECTING SAID LINES. <br />8. CONTRACTORS AND OTHERS PERFORMING WORK SHALL VERIFY WORK IN THE FIELD AND <br />SA77SFY HIMSELF AS TO THE ACCURACY BETWEEN THE WORK SET FORTH ON THESE <br />PLANS AND THE WORK IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE <br />ATTEN77ON OF THE ENGINEER PRIOR TO THE START OF CONSTRUCTION. <br />9. CONTRACTORS AND OTHERS PERFORMING WORK SHALL REPLACE OR REPAIR, AT HIS OWN <br />EXPENSE, ALL DAMAGED, REMOVED OR OTHERWISE DISTURBED WALLS, FENCES, CURBS, <br />ABOVE—GRADE IMPROVEMENTS OR PHYSICAL FEATURES OF WHATEVER NATURE TO THEIR <br />ORIGINAL CONDITIONS, WHETHER SPECIFICALLY INDICATED ON THE PLANS OR NOT THIS <br />NOTE APPLIES TO DAMAGE BY THE CONTRACTOR OUTSIDE THE IMMEDIATE AREA OF THE <br />WORK. <br />10. ALL TRENCHING OPERA TIONS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF <br />TITLE 8 (CAL/OSHA). <br />11. HAND TUNNELING/DIGGING WILL BE REQUIRED FOR EXCA VA T70N WORK IN WHICH EXISTING <br />UTILITIES ARE WITHIN 24" OR LESS VERTICALLY OR HORIZONTALLY OF THE TRENCH LINE. <br />12. CONTRACTORS AND OTHERS PERFORMING WORK SHALL BE RESPONSIBLE FOR <br />MAINTAINING CONTROL OF THE EN77RE CONSTRUC77ON OPERAT70N AND TO THIS END <br />KEEP THE ENTIRE SITE FREE FROM EROSION. DIRT OR DEBRIS TRACKED ONTO EXISTING <br />PUBLIC ROADS SHALL BE CLEANED OFF AT THE END OF EACH WORKING DAY TO THE <br />SA PSFACPON OF THE COUNTY INSPECTOR. <br />13. AS REQUIRED BY THE PROFESSIONAL LAND SURVEYORS' ACT (BUSINESS AND <br />PROFESSIONS CODE §§ 8700-8805) SECTION 8771, PRIOR TO THE START OF <br />CONSTRUCTION, ALL SURVEY MONUMENTS, WITHIN THE PROJECT LIMITS THAT HAVE THE <br />POSSIBILITY OF BEING DAMAGED OR DESTROYED DURING CONSTRUCTION, MUST BE <br />LOCATED AND REFERENCED BY A LICENSED LAND SURVEYOR, AND A CORNER RECORD <br />OR RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY SURVEYOR. IF ANY OF <br />THESE SURVEY MONUMENTS ARE DESTROYED, DAMAGED, OR COVERED OVER DURING THE <br />COURSE OF CONSTRUCTION, A NEW MONUMENT AND MONUMENT BOX MUST THEN BE SET <br />IN ITS PLACE, AT THE ORIGINAL LOCATION, BY A LICENSED LAND SURVEYOR, AND <br />ANOTHER CORNER RECORD OR RECORD OF SURVEY FILED WITH THE COUNTY SURVEYOR. <br />14. PROJECT DATUM: NGVD 29. PROJECT BENCHMARK. • SPIKE SET ALONG GRAVEL <br />ACCESS ROAD APPROXIMATELY 313 FEET SOUTH AND 87 FEET WEST OF THE <br />N CENTERLINE/CENTERLINE INTERSECTION OF EN7ERPRISE AND ROSSIER ROADS, ELEVATION <br />147.43 FEET. <br />3 <br />15. SPRINKLER HEADS AND IRRIGA TION LINES ARE NOT SHOWN HEREON. <br />npA 1AIIAIr IAIn)c-\/• <br />1; <br />UUVLlT JC7LL l <br />0 2 PLAN AND PROFILE <br />3 DETAILS <br />Co <br />Q) CA:800-642-2444 <br />��FORE yo <br />C <br />.= U <br />o ilii S. <br />0 <br />\ C\ f(((( //I 1d' \ /I- <br />°' <br />V) <br />V) <br />cy— <br />SOUND S E Rv �G <br />o <br />i <br />CO <br />= BUILDING LINE/BUILDING LINE PROJECTION <br />C <br />= BOLLARD <br />o <br />KEITH P. SAUSEDO DATE <br />N <br />RCE# 56352 <br />CL <br />EXPIRES 3/31/19 <br />CONC <br />= CONCRETE <br />C <br />= DAYLIGHT <br />3 <br />= EAST <br />0 <br />L <br />= ELEVA TION <br />0 <br />/ <br />= EDGE OF PAVEMENT <br />0 <br />= FENCE <br />FL <br />= FLOW LINE <br />FX <br />= FLIGHT CROSS <br />U <br />= GRADE BREAK <br />GP <br />= GA TE POST <br />II II <br />II II <br />III � III I I <br />GRAPHIC SCALE II i U o I I <br />0 100 200 400 I I o i l C <br />1 1 1 <br />II a� II C) <br />( IN FEET) I R'1 I I § I I <br />1 inch = 200 ft.10/0 <br />-AI I III I �6 1 o <br />ANDERSEN � <br />I I I <br />FA.FjV 22s-260-04 <br />''III III <br />L Jil <br />Alb(la _ <br />$JL JL <br />— R 0 S Sl E R R 0 A D -- <br />� <br />PROJECT BENCHMARK <br />SET/SPIKE <br />ELEV=147.43 <br />o <br />� II <br />I I I I <br />I I I I <br />II <br />Ii <br />LOCA TION MAP <br />SCALE. • 17-200' <br />ABBREVIA TIONS <br />AP <br />= ANGLE POINT <br />BL <br />= BUILDING LINE/BUILDING LINE PROJECTION <br />BOL <br />= BOLLARD <br />C <br />= TOP OF CURB <br />CB <br />= CA TCH BASIN <br />CL <br />= CENTERLINE <br />CONC <br />= CONCRETE <br />DL <br />= DAYLIGHT <br />E <br />= EAST <br />EL <br />= ELEVA TION <br />EP <br />= EDGE OF PAVEMENT <br />F <br />= FENCE <br />FL <br />= FLOW LINE <br />FX <br />= FLIGHT CROSS <br />GB <br />= GRADE BREAK <br />GP <br />= GA TE POST <br />GR <br />= GROUND ELEVA TION <br />GR VL <br />= GRA VEL ELEVA TION <br />GUY <br />= GUY <br />HB <br />= HOSE BIB <br />INV <br />= INVERT <br />IRR <br />= IRRIGAT70N <br />JP <br />= JOINT POLE <br />N <br />= NORTH <br />N/A <br />= NOT AVAILABLE <br />NE <br />= NORTHEAST <br />NW <br />= NORTHWEST <br />P <br />= PA VEMEN T ELEVA TION <br />POC <br />= POINT ON CURVE <br />RET <br />= RETURN <br />R/W <br />= RIGHT OF WAY <br />S <br />= SIGN <br />SO <br />= STORM DRAIN <br />SOCO <br />= STORM DRAIN CLEAN OUT <br />SDMH <br />= STORM DRAIN MANHOLE <br />SE <br />= SOUTHEAST <br />SS <br />= SANITARY SEWER <br />SSCO <br />= SANITARY SEWER CLEAN OUT <br />SW <br />= SOUTHWEST <br />SWL <br />= SWALE <br />T <br />= TOP OF SLOPE <br />t <br />= TOE OF SLOPE <br />TP <br />= TELEPHONE POLE <br />TW <br />= TOP OF WALL <br />TYP <br />= TYPICAL <br />VD <br />= V—DI TCH <br />WL <br />= WATER LINE <br />WV <br />= WA TER VA VE <br />UTILITY LINE LEGEND <br />— SS Mm-- SANITARY SEWER LINE, SIZE AND DIRECTION OF FLOW AS NOTED <br />-------- SD STORM DRAIN LINE, SIZE AND DIRECTION OF FLOW AS NOTED <br />— WL — WA TER LINE, SIZE AS NOTED <br />— IRR — IRRIGA TION LINE, SIZE AS NOTED <br />----GAS---- GAS LINE, SIZE AS NOTED <br />— — — UG/ELEC— — — UNDERGROUND ELECTRIC LINE <br />— - - - — OH/T&E — - - - — OVERHEAD 7FLEPHONE AND ELECTRIC LINES <br />— - - - — OH/TEL — - - - — OVERHEAD TELEPHONE LINES <br />• JP JOINT POLE <br />• TP TELEPHONE POLE <br />-0 GUY ANCHOR <br />REVISIONS. <br />DATE: 12/7/77 <br />SCALE: As NOTED <br />DRAWN: KPS <br />SOUTH SAN JOAQUIN IRRIGATION DISTRICT <br />BOSSIER ROAD DRAINAGE IMPRO VEMEN TS <br />SOUTH SAN JOAQUIN <br />1 I RRI G A T I O N D I STRI CT <br />N0. <br />DESC. <br />B Y <br />— <br />DATE <br />CHECKED: KPS <br />NEAR ENTERPRISE AND BOSSIER ROADS <br />DATUM: NGVD 29 <br />COVER SHEET, SHEET 1 OF 3 <br />MAILING ADDRESS: PHYSICAL ADDRESS: DISTRICT OFFICE: <br />P.O. BOX 747 11011 EAST HIGHWAY 120 PHONE — (209) 249-4600 <br />�� <br />RIPON, CA 95366-0747 MANTECA, CA 953636-9750 FAX — (209) 249-4640 <br />