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GENERAL NOTES : <br />1. SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE LATEST <br />REQUIREMENTS OF CITY OF STOCKTON STANDARD SPECIFICATIONS AND <br />PLANS, 1981 EDITION AND ALL AMENDMENTS THERETO TO DATE. ALL <br />OTHER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE LATEST <br />REQUIREMENTS OF COUNTY OF SAN JOAQUIN IMPROVEMENT STANDARDS <br />AND STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, UNLESS <br />OTHERWISE SPECIFIED. <br />2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE <br />RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE <br />OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL <br />PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY <br />CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; <br />AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD <br />THE OWNER, ENGINEER, THE CITY AND THE COUNTY HARMLESS FROM <br />ANY & ALL LIABILITIES, REAL OR ALLEGED, IN CONNECTION WITH THE <br />PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR <br />LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER <br />OR THE ENGINEER. <br />3. IT IS CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION <br />OF ALL EXISTING FACILITIES. <br />4. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD <br />CHANGES MADE WITHOUT WRITTEN AUTHORIZATION FROM THE <br />COUNTY ENGINEER. <br />5. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, FLAGMEN, <br />BARRICADES OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC <br />SAFETY IN ACCORDANCE WITH THE CURRENT ISSUE OF 'MANUAL OF <br />TRAFFIC CONTROLS, WARNING SIGNS, LIGHTS AND DEVICES FOR USE <br />IN PERFORMANCE OF WORK UPON HIGHWAYS' PUBLISHED BY THE <br />STATE OF CALIFORNIA BUSINESS AND TRANSPORTATION AGENCY. <br />6. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL AND <br />STATE SAFETY AND LABOR CODES. <br />7. CONTRACTOR SHALL LOCATE AND PRESERVE ALL FACILITIES <br />INCLUDING GAS, WATER, IRRIGATION, POWER, TELEPHONE AND <br />OTHERS WHICH MAY BE IN AREA OF CONSTRUCTION. RESPECTIVE <br />UTILITY COMPANIES AND THE COUNTY OF SAN JOAQUIN SHALL BE NOTIFIED <br />48 HOURS IN ADVANCE OF COMMENCEMENT OF ANY WORK. <br />8. THE CONTRACTOR SHALL DETERMINE AND BE RESPONSIBLE FOR THE <br />PROPER WELL PLACEMENTS TO DEWATER AREA FOR TRENCHING, IF <br />REQUIRED. <br />9. THE COUNTY OF SAN JOAQUIN, CITY OF STOCKTON AND ASSOCIATED <br />UTILITY COMPANIES AND RESIDENCES TO BE AFFECTED SHALL BE <br />NOTIFIED IMMEDIATELY UPON ANY UTILITY SERVICE DISRUPTION OTHER <br />THAN THAT SPECIFIED ON THESE PLANS, AND A 24 HOUR NOTICE FOR <br />ANY PLANNED DISRUPTION. <br />10. EXACT LOCATIONS OF ALL IMPROVEMENTS ARE TO BE DETERMINED <br />BY THE ENGINEER PRIOR TO ACTUAL CONSTRUCTION AND NO <br />CHANGES TO SEWER LOCATION SHALL BE MADE WITHOUT CITY OF <br />STOCKTON APPROVAL. <br />11. THE FACT THAT ANY UNDERGROUND FACILITY IS NOT SHOWN ON <br />THESE PLANS SHALL NOT RELIEVE THE CONTRACTOR OF HIS <br />RESPONSIBILITY TO PROTECT THE FACILITIES. IT SHALL BE THE <br />CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE LOCATION OF <br />ALL UNDERGROUND IMPROVEMENTS OR FACILITIES WHICH MAY BE <br />SUBJECT TO DAMAGE BY REASON OF HIS OPERATIONS. THE <br />LOCATIONS OF EXISTING UNDERGROUND FACILITIES THAT ARE <br />SHOWN, ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE <br />CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL <br />EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO <br />BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT <br />BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND <br />PRESERVE ANY AND ALL UNDERGROUND UTILITIES. <br />12. DUST SHALL BE CONTROLLED, AS PER SECTION 10 OF THE STANDARD <br />SPECIFICATIONS OF THE STATE OF CALIFORNIA, AT ALL TIMES <br />PRIOR TO COUNTY OF SAN JOAQUIN ACCEPTANCE. <br />13. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE COUNTY OF <br />SAN JOAQUIN DEPARTMENT OF PUBLIC WORKS, CITY OF STOCKTON OF ANY <br />APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF WORK WITHIN <br />EXISTING COUNTY ROADWAYS OR WORK ON CITY UTILITIES. <br />14. CONTRACTOR SHALL SECURE A TRENCH PERMIT FROM THE CALIFORNIA <br />DIVISION OF INDUSTRIAL SAFETY PRIOR TO EXCAVATION OF ANY <br />TRENCH OVER FIVE FEET IN DEPTH. <br />15. ASPHALT CONCRETE SHALL BE PLACED ONLY WHEN THE ATMOSPHERIC <br />TEMPERATURE IS ABOVE 50 DEGREES FARENHEIT. <br />16. ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO THE MANUAL <br />OF UNIFORM TRAFFIC DEVICES AND SAN JOAQUIN COUNTY STANDARDS <br />AND AS SHOWN ON THE PLANS. <br />17. PRIOR TO ACCEPTANCE OF IMPROVEMENTS, STREET LIGHTS SHALL <br />BE INSTALLED AND ENERGIZED. P.G. AND E. WILL MAINTAIN ALL <br />STREET LIGHTS AND STANDARDS UPON ACCEPTANCE OF PROJECT AS <br />COMPLETE. <br />U(0) <br />P628-9724 FX: (209) b26-0472 <br />iiii wV11 <br />1111 In 11WRE01 <br />18. ALL DISTANCES AND MEASUREMENTS ARE GIVEN AND WILL BE MADE <br />IN A HORIZONTAL PLANE. GRADES ARE GIVEN FROM THE TOP OF <br />STAKES OR NAILS, UNLESS OTHERWISE SPECIFIED. <br />19. ALL CONSTRUCTION STAKES SHALL BE SET ONE TIME ONLY. THE <br />CONTRACTOR SHALL PRESERVE ALL STAKES AND POINTS SET FOR <br />LINES, GRADES, OR MEASUREMENTS OF THE WORK IN THEIR PROPER <br />PLACES UNTIL AUTHORIZED TO REMOVE THEM BY THE ENGINEER. ALL <br />EXPENSES INCURRED IN REPLACING STAKES THAT HAVE BEEN REMOVED <br />WITHOUT PROPER AUTHORITY SHALL BE PAID FOR BY THE GENERAL <br />CONTRACTOR. <br />20. ALL EXCESS DIRT SHALL BE REMOVED FROM THE JOBSITE AS DIRECTED <br />BY THE ENGINEER. <br />21. VOIDS LEFT BY THE REMOVAL OF TREE STUMPS, PIPELINES, OR <br />OTHER OBSTACLES SHALL BE CLEARED OF UNDESIRABLE DEBRIS AND <br />BACKFILLED AND COMPACTED TO 90% RC PRIOR TO ROUGH GRADING. <br />WHERE TOTAL FILLS (VOID BACKFILL) EXCEED 1.00 FEET IN DEPTH, <br />'ENGINEERED FILL' SHALL BE REQUIRED. <br />22. RESPECTIVE CONTRACTORS SHALL OBTAIN ALL REQUIRED PERMITS <br />PRIOR TO COMMENCEMENT OF WORK. ANY AND ALL PERMIT COSTS <br />SHALL BE INCLUDED IN CONTRACTORS' BIDS. <br />23. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE <br />WORK IN GENERAL TERMS, BUT NOT IN COMPLETE DETAIL, IT IS <br />UNDERSTOOD THAT ONLY THE BEST GENERAL ENG'G PRACTICE IS TO <br />PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF THE <br />FIRST QUALITY ARE TO BE USED. <br />24. DEPT OF PUBLIC WORKS OF THE COUNTY AND CITY OF STOCKTON SHALL <br />BE NOTIFIED AT LEAST 24 HOURS IN ADVANCE OF ANY WORK AND <br />FOR ALL INSPECTION REQUESTS. <br />25. UNLESS OTHERWISE STATED, ALL STATIONS INDICATED ON THE <br />TRACT NUMBER 2616, SUBDIVISIONS OF <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />29. BENCH MARK - CITY OF STOCKTON MONUMENT 6S - T2 AT <br />INTERSECTION OF WALKER AND MAIN STREET, ELVATION 31.36. <br />30. THE CONTRACTORS SHALL CONTACT WALT NICHOLS (937-8279) OF THE <br />CITY OF STOCKTON FOR A PRECONSTRUCTION CONFERENCE. <br />31. AFTER THE SANITARY SEWER PIPE HAS BEEN LAID AND BACKFILLED, <br />A LOW PRESSURE AIR TEST SHALL BE MADE ON EACH SECTION OF PIPE <br />BETWEEN MANHOLES. THE PRESSURE TEST SHALL BE CONDUCTED AS <br />PRESCRIBED BY THE CITY ENGINEER AND SHALL MEET AIR PRESSURE LOSS <br />PER TIME PERIOD IN ACCORDANCE WITH CITY OF STOCKTON STANDARD <br />SPECIFICATIONS. SHOULD ANY TEST ON ANY SECTION OR PRPELINE DISCLOSE <br />AN AIR LOSS GREATER THAN THAT PERMITTED, THE CONTRACTOR SHALL, <br />AT HIS OWN COST, LOCATE AND REPAIR THE DEFECTIVE JOINTS OR PIPE AND <br />RETEST UNTIL THE AIR LOSS IS WITHIN THE SPECIFIED ALLOWANCE. CONTRACTOR <br />SHALL CARRY OUT A TV INSPECTION AND PRESENT A COPY OF THE TAPE TO THE <br />CITY. ANY DEFECTS FOUND IN THE TV INSPECTION TAPE SHALL BE REPAIRED BY THE <br />THE CONTRACTOR, PRIOR TO CONSTRUCTION OF THE ETRI.ET PAYEMENT. <br />SERVICE DISTRICT OR AGENCY <br />ELECTRICITY: P.G.& E. <br />GAS SERVICE: P.G.& E. <br />TELEPHONE: PACIFIC BELL <br />STORM DRAINAGE: SAN JOAQUIN COUNTY <br />SANITARY SERVICE: CITY OF STOCKTON <br />WATER SERVICE: CALIFORNIA WATER SERVICE COMPANY <br />STREET LIGHTING: BURKETT GARDENS STREET LIGHTING MAINT. DIST. <br />FIRE SERVICE: EASTSIDE FIRE DISTRICT <br />CABLE TV CONTINENTAL CABLEVISION <br />24 <br />23 <br />22 <br />21 <br />A <br />19 <br />18 <br />n <br />18 <br />iE <br />14 <br />13 <br />z 12 <br />pq <br />� 11 <br />10 <br />a <br />W 9 <br />A <br />e <br />CAFFESE <br />w <br />m <br />O <br />❑TB <br />- <br />-EP- <br />20% <br />- APPROVED BY - EASTSIDE FIRE DISTRICT <br />SAN JOAQUIN COUNTY FIRE WARDEN - APPROVED BY - <br />N/A <br />DATEAD TE <br />• <br />1] TB <br />z0% <br />PROPERTY CORNER / MONUMENTATION <br />TELEPHONE SERVICE TERMINAL PEDESTAL <br />TRAFFIC SIGN <br />PROPERTY LINE <br />WATER LINE <br />SEWER LINE <br />STORM DRAIN LINE <br />GAS LINE <br />POWER LINE <br />TELEPHONE LINE <br />PUBLIC UTILITY EASEMENT <br />CENTERLINE OF ROADWAY <br />EDGE OF A/C PAVING <br />DIRECTION OF DRAINAGE SWALE <br />DRAINAGE SWALE <br />FENCELINE (AS NOTED) <br />CURB, GUTTER & SIDEWALK <br />DRIVEWAY <br />CURB & GUTTER CATCH BASIN <br />CONFORM PAVEMENT <br />RESTRICTED ACCESS <br />OPP <br />MOPP <br />-0 <br />SSMH OS <br />SDMH QD <br />MHCB Q <br />CB <br />®W.S. <br />0c.0. <br />OL.H. <br />flB.0. <br />OB.F.D. <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />APPROVED: DATE:. 21zelw <br />RCE NO.: 21258 <br />' EXP. DATE: 9/30/97 <br />DIRECTOR 0 PURL C WORKS <br />•PP POWER POLE <br />-I SPP POWER POLE W/ GUY ANCHOR GRADE ELEVATION <br />G F <br />•- ELECTROLIER (AS NOTED) 150WH.P.5 <br />SSMH ® SANITARY SEWER MANHOLE�� CONCRETE VALLEY GUTTER WITH <br />F\ F� FLOWLINE ELEVATION <br />SDMH STORM DRAIN MANHOLE _ <br />MHCB STORM DRAIN MANHOLE & CATCH TC 103.87 TC 103.87 <br />BASIN WITH SLOTTED LID FL 103.37 FL 103.37 <br />TOP OF CONCRETE CURB & FLOWLINE <br />CB ® CATCH BASIN ELEVATION <br />FIRE HYDRANT BOW BOW <br />103.97 103.97 <br />N WATER GATE VALVE BACK OF SIDEWALK ELEVATION <br />®W S WATER SERVICE METER & BOX (AS RIM 123.08 RIM 123.08 <br />NOTED) <br />INV 117.90 INV 117.90 <br />0C.0. SEWER SERVICE CLEANOUT MANHOLE RIM & INVERT ELEVATION <br />•L.H. SANITARY SEWER LAMPHOLE <br />8.0. WATER LINE BLOWOFF &BOX FF 142.83 PROPOSED FINISHED FLOOR & GRADED <br />PAD 142.16 PAD ELEVATION (AS NOTED) <br />•B.F.D. WATER LINE BACKFLOW DEVICE <br />7+00 STATION <br />DEPARTMENT OF PUBLIC WORKS <br />CITY OF STOCKTON, CALIFORNIA <br />AS TO NEW SANITARY SEWPR <br />APPROVED BY: DATE:B <br />kgwCITY ENGINEER,- STOCKTON. CA. <br />REVIEWED <br />AS TO NEW SANITARY SEWER <br />ACCEPTABLE TO: DATE: 21Z7,1.9(. <br />7ANw4(Af4z Off , <br />ASST. DIR. MUNICIPAL UTILITIES/EM <br />GENERAL INFORMATION <br />LIGURIAN VILLAGE <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />J I I\UU I UI\L <br />VICINITY MAP <br />( N O T TO S C A L E) <br />: 800 -642 - <br />NV: 800-227- <br />E};P li_�99�i <br />\ <br />i <br />rT C --- -- f r <br />.•� OF. <br />l <br />V: NTS 9259 <br />OWENS DESIGN CONSULTANTS DRAWN DLJ DATE 8/22/95 <br />23570 So. Olive Avenue DESIGNED DLH SHEET <br />Ripon, CA. 95366 CHECKED 1 <br />(2 9) 599-5224 AS -BUILT <br />Z., '20 <br />3 886 G <br />IMPROVEMENT PLANS ARE IN REFERENCE TO THE CENTERLINE OF <br />SHEET I N D E X <br />THE STREET. ALL STATIONS ON THE CURBS ARE PERPENDICULAR <br />TO OR RADIALLY OPPOSITE CENTERLINE STATIONS, UNLESS <br />1. <br />COVER SHEET <br />4 <br />OTHERWISE NOTED. <br />2, <br />GRADING AND DRAINAGE <br />� 3 <br />26. <br />THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT <br />3. <br />WATER, SEWER AND STREET LIGHTS <br />'U.S.A.' AT 1-800-642-2444 PRIOR TO TRENCHING, EXCAVATING, <br />4. <br />EAST MAIN STREET <br />2 <br />GRADING, ETC. FOR UNDERGROUND CLEARANCE. <br />5. <br />DEL MAR AVENUE (STA. 0+00 - 5+00) <br />1 <br />27. <br />RECORD DRAWINGS ("AS -BUILT") TO BE PROVIDED BY THE ENGINEER <br />6. <br />DEL MAR AVENUE (STA. 5+00 - 10+00) <br />PRIOR TO FINAL ACCEPTANCE OF THE SEWER IMPROVEMENTS. <br />7. <br />DEL MAR AVENUE (STA. 10+00 - 17+00) <br />gTREET <br />28. <br />PROVISIONS SHALL BE MADE FOR REMOVAL OF THE BARRICADE UPON <br />8. <br />STORM DRAIN FROM DEL MAR TO CAFESSE <br />MAIN <br />DEMAND BY THE COUNTY, INCLUDING SECURITY TO ENSURE ITS REMOVAL. <br />9. <br />CAFFESE DRIVESTA. 0+00 - 6+00) <br />(STA. <br />ADJACENT PROPERTY OWNERS SHALL BE GIVEN NOTICE OF THE TEMPORARY <br />10. <br />CAFFESE DRIVE 6+00 - WALKER LN.) <br />NATURE OF THE BARRICADE AND THE PROVISIONS FOR REMOVAL IN THE FUTURE. <br />11. <br />HORNER AVENUE <br />SITE PLAN <br />12. <br />ROAD STRIPING PLAN <br />13. <br />STRUCTURAL CROSS-SECTIONS & LOT GRADING DETAIL <br />14. <br />DIVERSION MANHOLE AT ORO STREET & SEWAGE LIFT STATION <br />IMPROVEMENT PLAN LEGEND <br />JOAUIN <br />20.-19 <br />CITY F STOCKTONO TUNTY ANDARDSDARDS <br />EXISTING: <br />PROPOSED: EXISTING: <br />PROPOSED: EXISTING: PROPOSED: <br />O <br />❑TB <br />- <br />-EP- <br />20% <br />- APPROVED BY - EASTSIDE FIRE DISTRICT <br />SAN JOAQUIN COUNTY FIRE WARDEN - APPROVED BY - <br />N/A <br />DATEAD TE <br />• <br />1] TB <br />z0% <br />PROPERTY CORNER / MONUMENTATION <br />TELEPHONE SERVICE TERMINAL PEDESTAL <br />TRAFFIC SIGN <br />PROPERTY LINE <br />WATER LINE <br />SEWER LINE <br />STORM DRAIN LINE <br />GAS LINE <br />POWER LINE <br />TELEPHONE LINE <br />PUBLIC UTILITY EASEMENT <br />CENTERLINE OF ROADWAY <br />EDGE OF A/C PAVING <br />DIRECTION OF DRAINAGE SWALE <br />DRAINAGE SWALE <br />FENCELINE (AS NOTED) <br />CURB, GUTTER & SIDEWALK <br />DRIVEWAY <br />CURB & GUTTER CATCH BASIN <br />CONFORM PAVEMENT <br />RESTRICTED ACCESS <br />OPP <br />MOPP <br />-0 <br />SSMH OS <br />SDMH QD <br />MHCB Q <br />CB <br />®W.S. <br />0c.0. <br />OL.H. <br />flB.0. <br />OB.F.D. <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />APPROVED: DATE:. 21zelw <br />RCE NO.: 21258 <br />' EXP. DATE: 9/30/97 <br />DIRECTOR 0 PURL C WORKS <br />•PP POWER POLE <br />-I SPP POWER POLE W/ GUY ANCHOR GRADE ELEVATION <br />G F <br />•- ELECTROLIER (AS NOTED) 150WH.P.5 <br />SSMH ® SANITARY SEWER MANHOLE�� CONCRETE VALLEY GUTTER WITH <br />F\ F� FLOWLINE ELEVATION <br />SDMH STORM DRAIN MANHOLE _ <br />MHCB STORM DRAIN MANHOLE & CATCH TC 103.87 TC 103.87 <br />BASIN WITH SLOTTED LID FL 103.37 FL 103.37 <br />TOP OF CONCRETE CURB & FLOWLINE <br />CB ® CATCH BASIN ELEVATION <br />FIRE HYDRANT BOW BOW <br />103.97 103.97 <br />N WATER GATE VALVE BACK OF SIDEWALK ELEVATION <br />®W S WATER SERVICE METER & BOX (AS RIM 123.08 RIM 123.08 <br />NOTED) <br />INV 117.90 INV 117.90 <br />0C.0. SEWER SERVICE CLEANOUT MANHOLE RIM & INVERT ELEVATION <br />•L.H. SANITARY SEWER LAMPHOLE <br />8.0. WATER LINE BLOWOFF &BOX FF 142.83 PROPOSED FINISHED FLOOR & GRADED <br />PAD 142.16 PAD ELEVATION (AS NOTED) <br />•B.F.D. WATER LINE BACKFLOW DEVICE <br />7+00 STATION <br />DEPARTMENT OF PUBLIC WORKS <br />CITY OF STOCKTON, CALIFORNIA <br />AS TO NEW SANITARY SEWPR <br />APPROVED BY: DATE:B <br />kgwCITY ENGINEER,- STOCKTON. CA. <br />REVIEWED <br />AS TO NEW SANITARY SEWER <br />ACCEPTABLE TO: DATE: 21Z7,1.9(. <br />7ANw4(Af4z Off , <br />ASST. DIR. MUNICIPAL UTILITIES/EM <br />GENERAL INFORMATION <br />LIGURIAN VILLAGE <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />J I I\UU I UI\L <br />VICINITY MAP <br />( N O T TO S C A L E) <br />: 800 -642 - <br />NV: 800-227- <br />E};P li_�99�i <br />\ <br />i <br />rT C --- -- f r <br />.•� OF. <br />l <br />V: NTS 9259 <br />OWENS DESIGN CONSULTANTS DRAWN DLJ DATE 8/22/95 <br />23570 So. Olive Avenue DESIGNED DLH SHEET <br />Ripon, CA. 95366 CHECKED 1 <br />(2 9) 599-5224 AS -BUILT <br />Z., '20 <br />3 886 G <br />