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fi <br />GENERAL NOTES: <br />1) A11 IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE <br />22) WORK IN STREET RIGHT-OF-WAY IS SUBJECT TO THE <br />WITH THE LATEST ADDITION OF THE COUNTY OF SAN JOAQUIN STANDARD <br />APPROVAL AND ACCEPTANCE OF ThE COUNTY OF SAN JOAQUIN PUBLIC <br />SPECIFICATIONS AND ALL AMENDMENTS THERETO TO DATE. ALL WORK <br />WORKS DEPARTMENT EXCEPT FOR SANITARY SEWER WHICH SHALL BE <br />SHALL BE UNDER THE INSPECTION OF THE COUNTY OF SAN JOAQUIN <br />APPROVED BY THE CITY OF STOCKTON PUBLIC WORKS DEPARTMENT. <br />DEPARTMENT OF PUBLIC WORKS. (SEE "SANITARY SEWER NOTES" <br />23) THE CONTRACTOR SHALL CONTACT THE COUNTY OF SAN <br />REGARDING SEWER WORK. <br />JOAQUIN PUBLIC WORKS DEPARTMENT AND THE CITY OF STOCKTON, <br />2) IT IS INTENDED THAT THESE PLANS AND SPECIFICATIONS <br />DEPARTMENT OF PUBLIC WORKS (944-8275) FOR A PRECONSTRUCTION <br />REQUIRE ALL LABOR AND MATERIALS NECESSARY AND PROPER FOR THE <br />MEETING. <br />WORK CONTEMPLATED AND THAT THE WORK BE COMPLETED IN <br />24) PRIOR TO COMMENCING ANY WORK, IT SHALL BE THE <br />ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE. THE <br />CONTRACTOR'S RESPONSIBILITY TO HAVE EACH UTILITY COMPANY <br />CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY REGARDING <br />LOCATE IN THE FIELD THEIR MAIN AND SERVICE LINES. THE <br />ANY DISCREPANCIES OR AMBIGUITIES WHICH MAY EXIST IN THE <br />CONTRACTOR SHALL NOTIFY MEMBERS OF THE UNDERGROUND SERVICE <br />PLANS AND SPECIFICATIONS. THE ENGINEER'S INTERPRETATION OR <br />ALERT (U.S.A.) 48 HOURS IN ADVANCE OF PERFORMING EXCAVA- <br />CORRECTION THEREOF SHALL BE CONCLUSIVE. <br />TION WORK BY CALLING THE TOLL -FREE NUMBER (800) 642-2444. <br />3) WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS <br />25) THIS SUBDIVISION WILL NOT BE SUBMITTED . <br />OF THE WORK IN GENERAL TERMS BUT NOT IN COMPLETE DETAIL, <br />FOR ACCEPTANCE OF IMPROVEMENTS UNTIL ALL STREET <br />IT IS UNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICE IS TO <br />LIGHTS ARE INSTALLED AND ENERGIZED. COMPLETE AS -BUILT <br />PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF THE <br />PLANS ARE ALSO REQUIRED PRIOR TO INSPECTION. <br />FIRST QUALITY ARE TO BE USED. <br />26) "CLASS A SUBGRADE" DENOTES GRADED SUBGRADE WITH <br />4) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS <br />RELATIVE COMPACTION OF NOT LESS THAN 95% OBTAINED FOR A <br />AND LICENSES REQUIRED FOR THE CONSTRUCTION AND COMPLETION <br />MINIMUM DEPTH OF 6". <br />OF THE PROJECT. <br />27) ALL A.C. PAVING SHALL BE FOG SEALE d. <br />5) THE CONTRACTOR SHALL NOTIFY THE ENGINEER FORTY-EIGHT <br />HOURS IN ADVANCE OF HIS NEED FOR CONSTRUCTION STAKING. <br />6) THE CONTRACTOR SHALL EXERCISE DUE CAUTION AND SHALL <br />CAREFULLY PRESERVE BENCH MARKS, REFERENCE POINTS AND ALL <br />28) THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST <br />SURVEY STAKES, AND SHALL BEAR ALL EXPENSES FOR REPLACEMENT <br />24 HOURS PRIOR TO BACKFILLING OF ANY PIPE WHICH STUBS <br />AND/OR ERRORS CAUSED BY THEIR UNNECESSARY LOSS OR DISTUR- <br />TO A FUTURE PHASE OF CONSTRUCTION FOR INVERT VERIFICATION. <br />BANCE. <br />7) THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY <br />FIELD CHANGES MADE WITHOUT WRITTEN AUTHORIZATION FROM THE <br />29) ELEVATIONS REFER TO U.S.G.S. DATUM BENCH MARK 200 ELEV, <br />COUNTY ENGINEER. <br />34.145. BRASS DISK MARKING CITY OF STOCKTON TRAVERSE CON- <br />TROL MONUMENT STAMPED 6S -12 IN MONUMENT BOX AT THE <br />S) ALL UNDERGROUND UTILITIES SHALL BE IN PLACE PRIOR TO <br />INTERSECTION OF CENTERLINES OF CARDINAL AND MAIN STREET. <br />INSTALLATION OF CURB, GUTTER, SIDEWALK AND STREET PAVING. <br />9) DRIVEWAYS ON STREETS TO BE LOCATED IN THE FIELD BY <br />30) IF ALL UNITS INCLUDED IN THESE PLANS ARE NOT <br />CONSTRUCTED SIMULTANEOUSLY, BARRICADES, BLOW -OFFS, PLUGS, <br />THE ENGINEER AT THE TIME OF CONSTRUCTION. <br />ETC. SHALL BE INSTALLED AT EACH UNIT LINE. <br />10) THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, BARRICADES, <br />8 1} AT THE CONCLUSION OF CONSTRUCTION, THE ENGINEER WHO <br />SIGNS, FLAGMEN OR OTHER DEVICES NECESSARY FOR PUBLIC <br />PREPARED THE IMPROVEMENT PLANS WILL ADD TO THE PLANS, FOR <br />SAFETY. <br />CITY RECORD PURPOSES, CONSTRUCTION DATA BASED ON INFORMATION <br />11) DRAWING NUMBERS SHOWN ON THE PLANS REFER TO DRAWINGS <br />COMPILED AND FURNISHED BY THE ENGINEER, CONTRACTORS, <br />CONTAINED IN THE COUNTY OF SAN JOAQUIN STANDARD SPECS. <br />INSPECTORS, AND OTHERS. <br />ON THOSE FACILITIES THAT WILL BE EXTENDED IN THE FUTURE <br />SHOW THUS: DWG. NO. EXCEPT SANITARY SEWER WORK WHICH IS <br />(SUCH AS SANITARY SEWER LINES, STORM DRAIN LINES, WATER LINES <br />PER CITY OF STOCKTON STANDARD PLANS AND SPECIFICATIONS. <br />AND CURB AND GUTTER INSTALLATIONS), THE ENGINEER SHALL SHOOT <br />12) ALL STATIONS REFER TO DISTANCES ALONG STREET CENTER- <br />THE GRADES AT THE END OF THE FACILITIES AND INCLUDE THESE <br />LINE, UNLESS OTHERWISE NOTED. ALL STATIONS ON THE CURBS <br />"AS CONSTRUCTED" GRADES ON THE RECORD DRAWINGS. <br />_ <br />ARE PERPENDICULAR TO OR RADIALLY OPPOSITE CENTERLINE <br />STATIONS. <br />82) ALL EXISTING GROUND ELEVATIONS ARE BASED ON TOPOGRAPHIC <br />SURVEY DATED DECEMBER (990 <br />13) THE CONTRACTOR SHALL CHECK WITH THE UTILITY COMPANIES <br />AND VERIFY ALL UTILITY LOCATIONS. IT SHALL BE THE <br />STAKING NOTES: <br />CONTRACTOR'S SOLE RESPONSIBILITY TO PROTECT ALL EXISTING <br />UTILITIES SO THAT NO DAMAGE RESULTS TO THEM DURING THE <br />1) 48 HOURS NOTICE IS REQUIRED FOR ANY STAKING. <br />PERFORMANCE OF HIS CONTRACT. THE CONTRACTOR SHALL BE <br />REQUIRED TO COOPERATE WITH OTHER CONTRACTORS AND UTILITY <br />THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL STAKES <br />COMPANIES INSTALLING NEW STRUCTURES, UTILITIES AND SERVICE <br />(FOR WHICH THEY CAN BE HELD LIABLE FOR <br />TO THE DEVELOPMENT. <br />AND CONTROL PINS <br />A <br />REPLACEMENT COST). <br />14) CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING <br />3) THE ENGINEER WILL PROVIDE ROUGH GRADE STAKES OF CONTROL <br />EXISTING IMPROVEMENTS FROM DAMAGE . COST OF REPLACING <br />CORNER'S, COMMERCIAL DRIVEWAYS. LOT PAD <br />EXISTING IMPROVEMENTS SHALL BE INCLUDED IN THE UNIT PRICE <br />POINTS, LOT <br />BID FOR ITEMS REQUIRING REMOVAL AND REPLACEMENT OF <br />ELEVATIONS. ETC. <br />EXISTING IMPROVEMENTS. <br />4) THE ENGINEER WILL STAKE STREET LIGHT LOCATIONS <br />15) WHENEVER PAVEMENT IS BROKEN OR CUT IN THE INSTALLA- <br />(AFTER MEETING WITH STREET LIGHT CONTRACTOR IN ORDER TO <br />TION OF THE WORK COVERED BY THESE SPECIFICATIONS, THE <br />AVOID CONFLICTS IN LOCATION). <br />PAVEMENT SHALL BE REPLACED, AFTER PROPER BACKFILLING. WITH <br />THE ENGINEER WILL ST!,KE FIRE HYDRANT LOCATIONS, BUT <br />PAVEMENT MATERIALS EQUAL TO OR BETTER THAN THE MATERIALS <br />5) <br />USED IN THE ORIGINAL PAVING. THE FINISHED PAVEMENT SHALL <br />WILL NOT BE HELD LIABLE FOR PROVIDING GRADE UNTIL CURB, <br />BE SUBJECT TO THE APPROVAL OF THE COUNTY ENGINEER. <br />GUTTER. & SIDEWALK IS IN PLACE, <br />16) PAYMENT FOR PAVEMENT WILL BE MADE ONLY FOR AREAS <br />7) THE ENGINEER WILL STAKE ALL STORM, SANITARY, & WATER <br />SHOWN ON PLANS. REPLACEMENT OF PAVEMENT WHICH IS BROKEN <br />LINE LOCATIONS AT THE REQUEST OF THE DEVELOPER OR CONTRACTOR <br />OR CUT IN THE INSTALLATION OF THE WORK COVERED BY THESE <br />WITH A 48 HOUR NOTICE OF STAKING REQUEST. AND A OFFSET <br />SPECIFICATIONS. AND WHICH LIES OUTSIDE OF SAID AREAS, <br />DISTANCE IS TO BE PROVIDED AT TIME OF REQUEST. <br />SHALL BE INCLUDED IN THE STREET CONTRACTOR'S UNIT PRICE <br />FOR PAVEMENT, AND NO ADDITIONAL PAVEMENT SHALL BE MADE FOR <br />8) ALL ROUGH GRADE STAKES AND FINAL GRADE STAKES WILL BE <br />SUCH WORK. <br />STAKED ON PROPERTY LINE UNLESS OTHERWISE APPROVED BY <br />ALBERT R. SANGUINETTI PRIOR TO STAKING. <br />1/) CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND <br />COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE <br />9) THE. ENU1N1;hH WILL STAKE ALL CURB, GUTTER. & SIDEWALK <br />COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY <br />PROVIDED THE DIRT PILES ARE LEVELED, AND ALL UNDERGROUND <br />OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL <br />UTILITIES ARE CLEANED UP. <br />APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING <br />HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND <br />10) THE ENGINEER WILL STAKE ALL SEWER & WATER SERVICE <br />HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL <br />LOCATIONS AS INDICATED ON THE PLANS, ANY DEVIATION IS <br />LIABILITY, PEAL OR ALLEGED, IN CONNECTION WITH THE <br />SUBJECT TO A. R. SANGUINETTI'S AND/OR COUNTY OF SAN JOAQUIN <br />PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR <br />APPROVAL, OR CITY OF STOCKTON FOR SANITARY SEWER ONLY, <br />LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR <br />THE ENGINEER. <br />11) ALL STORM. SEWER. AND WATER STUB OUTS MUST BE VERIFIED <br />BY A.R.S. SURVEY CREW PRIOii TO BACKFILLING. <br />18) EXCAVATIONS OF 5 FEET OR MORE IN DEPTH WILL REQUIRE <br />AN EXCAVATION PERMIT FROM THE STATE OF CALIFORNIA DEPART- <br />12) PRIOR TO THE BACKFILLING OF STREET LIGHTING TRENCHES. <br />MENT OF INDUSTRIAL SAFETY. FOR TRENCHES, 5 FEET OR MORE <br />ALL TRENCH LOCATIONS AND CONDUIT WILL BE INSPECTED BY A.R. <br />IN DEPTH. THE CONTRACTOR SHALL COMPLY WITH SECTION 5-1.02A <br />SANGUINETTI PERSONNEL. <br />OF THE CALTRANS STANDARDS. CHAPTER 9 OF THE STATE OF <br />CALIFORNIA LABOR CODE, AND ANY LOCAL CODES OR ORDINANCES. <br />GRADING & DRAINAGE NOTFS; <br />19) WE CALL ATTENTION TO: <br />1) THE CONTRACTOR SHALL REVIEW SITE PRIOR TO BIDDING. <br />SECTION 1540 (a) (1) OF THE CONSTRUCTION SAFETY ORDERS <br />ALL VEGETATION AND DELETERIOUS MATERIALS SHALL BE REMOVED <br />(TITLE 8 CALIFORNIA ADMINISTRATION CODE SECTION 1540) <br />FROM THE SITE AT THE EXPENSE OF THE CONTRACTOR AND SHALL <br />ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS <br />BE INCLUDED IN THE LUMP SUM CLEARING COSTS. <br />BOARD PURSUANT TO THE CALIFORNIA OCCUPATIONS SAFETY AND <br />2} APPROPRIATE DUST CONTROL SHALL BE PROVIDED AT THE <br />HEALTH ACT OF 1973 AS AMENDED WHICH STATES: <br />CONTRACTOR'S EXPENSE, TO MINIMIZE ANY DUST NUISANCE AND <br />(1) PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE <br />SHALL BE TRANS <br />ACCORDANCE WITH SECTION IO OFECIFICATIONS <br />TO DETERMINE WHETHER UNDERGROUND INSTALLATIONS: I. E.. <br />AND THE REQUIREMENTTSS OOF H <br />STANDARD SPF THE <br />SPECIFICATIONS <br />SEWER, WATER, FUEL, ELECTRIC LINES, ETC.. WILL BE EN- <br />COUNTY OF SAN JOAQUIN, <br />COUNTERED AND IF SO, WHERE SUCH UNDERGROUND INSTALLATIONS <br />ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE <br />APPROXIMATE LOCATION OF SUCH AN INSTALLATION, THE EXACT <br />LOCATION SHALL BE DETERMINED BY CAREFUL PROBING OR HAND <br />DIGGING; AND, WHEN IT IS UNCOVERED, ADEQUATE PROTECTION <br />SHALL BE PROVIDED FOR THE EXISTING INSTALLATION. ALL <br />KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA <br />CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 <br />HOURS PRIOR TO THE START OF ACTUAL EXCAVATION. <br />20) THE ENGINEER SHALL SUBMIT AS -BUILT DRAWINGS OF THE <br />3) LOTS SHALL BE GRADED TO THE ELEVATIONS AS STAKED OR <br />STREET LIGHT LAYOUT PLAN SHOWING LOCATION OF LIGHTS. <br />DIRECTED BY THE ENGINEER. <br />CONDUITS, CONDUCTORS, POINTS OF CONNECTIONS TO P.G.&E, <br />SERVICES, PULLBOXES, AND WIRE SIZES. <br />4) PROPOSED ELEVATIONS SHOWN ARE MINIMUMS AND IN SOME <br />INSTANCES, FINISHED LOT ELEVATIONS MAY BE HIGHER. <br />21) CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR <br />ANY WORK DONE WITHIN COUNTY RIGHT OF WAY FROM COUNTY OF SAN <br />5) ALL EXISTING WELLS ANC SEPTIC TANKS SHALL BE REMOVED <br />JOAQUIN PUBLIC WORKS DEPARTMENT, AND NOTIFY COUNTY 24 HRS. <br />AND/OR ABANDONED PER THE REQUIREMENTS OF THE SAN JOAQUIN <br />IN ADVANCE OF STARTING ANY WORK REQUIRED IN THE PLANS. <br />COUNTY IOCAL HEALTH DISTRICT THrC WnRK CHATA. RA 7NCF.UDF.D IN <br />THE LUMP SUM CLEARING COST. <br />6) THE CONTRACTOR SHALL INCLUDE IN THE BID PRICE FOR SUB - <br />GRADE PREPARATION THE COST FOR LEVELING A 10 FOOT WIDE <br />AREA BEHIND THE SIDEWALK TO FACILITATE THE TRENCHING FOR <br />UNDERGROUND UTILITIES BY P.G. & E. THIS LEVELING IS <br />TO TAKE PLACE ON THE SIDE OF THE STREET WHERE P.G. & E. <br />IS TO INSTALL THEIR UTILITIES. <br />©mpor-�m¢c�-k o(-7 Public v -=C-tC-_%, Ci+'..5 C), S`t`ock�4C1 <br />cg= h . E`o r d r-a <br />.4, P P r-a ,r mac_( ,bm-t� <br />� s <br />STREET NOTES <br />1) SUBGRADE PREPARATION: SUBGRADE SHALL BE COMPACTED TO 95X <br />RELATIVE COMPACTION TO A DEPTH OF 6" <br />2) AGGREGATE SUB -BASE: AGGREGATE SUB -BASE SHALL BE CLASS 4, <br />CLASS 4 AGGREGATE SUB -BASE MATERIAL <br />SHALL BE CLEAN AND FREE FORM VEGETABLE MATTER AND OTHER <br />DELETERIOUS SUBSTANCES. THE PERCENTAGES COMPOSITION BY WEIGHT <br />OF CLASS 4 AGGREGATE BACKFILL MATERIAL SHALL CONFORM TO THE <br />FOLLOWING GRADING WHEN DETERMINED BY TEST NO. CALIFORNIA 202. <br />SIEVE SIZES PERCENTAGE PASSING <br />2 1/2 1009 <br />NO. 200 2-35% <br />CLASS 4 AGGREGATE SUB -BASE MATERIAL SHALL ALSO CONFORM TO THE <br />QUALITY REQUIREMENTS SHOWN IN THE FOLLOWING TABLE: <br />TESTS TEST METHOD NO. CALIF. REQUIREMENTS <br />SAND EQUIVALENT 217 IS MIN' <br />RESISTANCE (R--VALUE) 301 40 MIN. <br />3) AGGREGATE BASE: AGGREGATE BASE SHALL BE CLASS 2 WITH A <br />MAXIMUM AGGREGATE SIZE OF 3/11" <br />4) PRIME COAT: PRIME COAT SHALL BE LIQUID ASPHALT GRADE SC- <br />250 AND SHALL BE APPLIED TO THE ENTIRE ROADWAY TO BE PAVED. <br />(0.2 GAL. PER YARD) <br />5) ASPHALT CONCRETE: ASPHALT CONCRETE SHALL BE CLASS "B" <br />THE VISCOSITY GRADE OF PAVING ASPHALT SHALL <br />BE AR-h000 AND THE AGGREGATE SHALL BE 1/27 MAXIMUM, MEDIUM <br />GRADE. <br />6) FOG SEAL: FOG SEAL SHALL CONFORM TO THE <br />STANDARD SPECIFICATIONS. <br />7) THERE SHALL HEIY2%CROSS SLOPE ON THE CONSTRUCTION OF ALL <br />NEW STREETS. <br />8) PARKING SHALL BE PROHIBITED TO PROVIDE ADEQUATE STOPPING <br />SIGHT DISTANCE AT INTERSECTIONS. WITHIN 15 FT. ON EITHER SIDE <br />OF FIRE HYDRANTS AND WITHIN 22 FT. OF ANY CROSSWALKS. <br />SANITARY SEWER NOTES: (CITY OF STOCKTON) <br />1) SANITARY SEWER CONSTRUCTION, MATERIALS. AND WORKMANSHIP <br />SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY <br />OF STOCKTON'S STANDARD SPECIFICATIONS AND PLANS. <br />2) THE CONTRACTOR SHALL PROVIDE ALL LIGHTS. BARRICADES. <br />SIGNS, FLAGMEN. AND OTHER DEVICES NECESSARY FOR PUBLIC <br />SAFETY. <br />3) THE CONTRACTOR SHALL PROVIDE ALL SHORING. BRACING, SLOPING <br />OR PROVISIONS TO PROTECT WORKMEN FOR ALL AREAS TO BE <br />EXCAVATED TO A DEPTH OF FIVE FEET OR MORE. SAID PROTECTION <br />TO BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF COUNTY OF <br />SAN JOAQUIN DEPARTMENT OF PUBLIC WORKS, AND STATE <br />REGULATIONS. <br />4) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY MARKING <br />INSTALLED LOCATIONS OF SERVICE LATERALS. <br />5) SEWER SERVICE LATERALS ARE 4" IN DIAMETER ANDS SHALL <br />EXTEND TO A POINT 3.5 FEET BEHIND THE BACK OF THE <br />SIDEWALK AND SHALL BE LOCATED AT THE LOT CENTERLINE UNLESS <br />OTHERWISE NOTED. (SEE DETAIL DRAWING NUMBER 63•) THE UNIT <br />COST OF THE SEWER LATERAL INCLUDES CONNECTION TO THE SEWER <br />MAIN. THE CLEANOUT RISER SHALL BE INSTALLED <br />BY THE HOME BUILDER. <br />6) ALL MANHOLE RIMS AND LAMPHOLES TO BE ADJUSTED TO FINISH <br />GRADE AFTER STREET PAVING. COST FOR RAISING FACILITIES TO <br />BE INCLUDED IN UNIT PRICES FOR MANHOLES AND LAMPHOLES. <br />7) SEWER SERVICES IN NEW SUBDIVISIONS SHALL BE MARKED BY THE <br />CONCRETE CONTRACTOR WITH THE LETTER "S" STAMPED ON THE <br />BACK OF SIDEWALK OR ON THE TOP OF CURB. THE UNDERGROUND <br />CONTRACTOR SHALL PROVIDE SUFFICIENT RECORDS AND SHALL <br />LEAVE ADEQUATE MARKS IN THE FIELD FOR THE CONCRETE <br />CONTRACTOR TO ACCURATELY STAMP THE LETTER "S" FOR ALL <br />SEWER SERVICES. PRIOR TO THE PLACING OF ANY SIDEWALK OR <br />CURB AND GUTTER. THE CONCRETE CONTRACTOR SHALL FURNISH <br />DATA TO THE CITY OF STOCKTON"S FIELD INSPECTOR SHOWING HE <br />HAD ADEQUATE INFORMATION TO ACCURATELY FIELD LOCATE AND <br />MARK THE LETTER "S" TO BE STAMPED IN HIS WORK. PRIOR TO <br />THE FINAL TROWELING OF THE CONCRETE. THE COUNTY OF SAN <br />JOAQUIN'S FIELD INSPECTOR SHALL DETERMINE THAT THE LETTER <br />"S" HAS BEEN STAMPED IN THE PROPER LOCATION. <br />8) AFTER THE SANITARY SEWER PIPE HAS BEEN LAID AND <br />BACKFILLED. A LOW PRESSURE AIR TEST SHALL BE MADE ON EACH <br />SECTION OF PIPE BETWEEN MANHOLES. THE PRESSURE TESTS SHALL <br />BE CONDUCTED AS PRESCRIBED BY THE CITY ENGINEER AND SHALL <br />MEET AIR PRESSURE LOSS PER TIME PERIOD IN ACCORDANCE WITH <br />THE CITY OF STOCKTON'S STANDARD SPECIFICATIONS. SHOULD ANY <br />TEST ON ANY SECTION OR PIPELINE DISCLOSE AN AIR LOSS <br />GREATER THAN THAT PERMITTED. THE CONTRACTOR SHALL. AT HIS <br />OWN EXPENSE. LOCATE AND REPAIR THE DEFECTIVE JOINTS OR <br />PIPE AND RETEST UNTIL THE AIR LOSS IS WITHIN THE. SPECIFIED <br />ALLOWANCE. ANY DEFECTS FOUND BY THE CITY OF STOCKTON'S <br />TELEVISION INSPECTION. SHALL BE REPAIRED BY THE <br />CONTRACTOR. PRIOR, TO CONSTRUCTION OF THE STREET PAVEMENT <br />PER CITY OF STOCKTON SPEC. 71 -I, I I G <br />9) THE CONTRACTOR SHALL EXPOSE EXISTING SANITARY SEWER WHERE <br />CONNECTION IS TO BE MADE. SO THAT THE ENGINEER CAN VERIFY <br />EXISTING FLOW LINES AND LOCATIONS BEFORE START OF <br />CONSTRUCTION. <br />10 ) ALL S•,EWCR <br />vvrcriG.E /.Pbiv P//aE , C'G�vsS s� Fo.P <br />II) SEE SHEETS 5 F"oR CITY OF STOr-KTOW <br />pE-r.A,l LS . <br />DEWATERING NOTES_ <br />1) THE CONTRACTOR SHALL FURNISH, INSTALL, OPERATE AND <br />MAINTAIN ALL MACHINERY, APPLIANCES. AND EQUIPMENT TO <br />MAINTAIN ALL EXCAVATIONS FREE FROM WATER DURING <br />CONSTRUCTION, AND SHALL DEWATER AND DISPOSE OF THE WATER <br />SO AS NOT TO CAUSE INJURY TO PUBLIC OR PRIVATE PROPERTY, <br />OR TO CAUSE A NUISANCE OR MENACE TO THE PUBLIC. THE <br />DEWATERING SYSTEM SHALL BE INSTALLED AND OPERATED SO THAT <br />THE GROUNDWATER LEVEL OUTSIDE THE EXCAVATION IS NOT <br />REDUCED TO THE EXTENT WHICH WOULD CAUSE DAMAGE OR ENDANGER <br />ADJACENT STRUCTURES OR PROPERTY. ALL COSTS FOR DEWATERING <br />SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ALL PIPE <br />CONSTRUCTION. THE STATIC WATER LEVEL SHALL BE DRAWN DOWN A <br />MINIMUM OF 1 FOOT BELOW THE BOTTOM OF EXCAVATION TO <br />MAINTAIN THE UNDISTURBED STATE OF NATURAL SOILS AND ALLOW <br />THE PLACEMENT OF ANY FILL TO THE SPECIFIED DENSITY, <br />DISPOSAL OF WATER SHALL NOT DAMAGE PROPERTY, CREATE A <br />PUBLIC NUISANCE OR VIOLATE THE LAW. THE CONTRACTOR SHALL <br />HAVE ON HAND. PUMPING EQUIPMENT AND MACHINERY IN GOOD <br />WORKING CONDITION FOR EMERGENCIES AND SHALL HAVE WORKMEN <br />AVAILABLE FOR ITS OPERATION. DEWATERING SYSTEM SHALL <br />OPERATE CONTINUOUSLY UNTIL BACKFILL HAS BE COMPLETED TO 1 <br />FCOT ABOVE THE NORMAL STATIC GROUNDWATER LEVEL. <br />2) THE CONTRACTOR SHALL CONTROL SURFACE WATER TO PREVENT <br />ENTRY INTO EXCAVATIONS. AT EACH EXCAVATION, A SUFFICIENT <br />NUMBER OF TEMPORARY OBSERVATION WELLS TO CONTINUOUSLY <br />CHECK THE GROUNDWATER LEVEL SHALL BE PROVIDED. <br />3) SUMPS SHALL BE NO DEEPER THAT 5 FEET AND SHALL BE AT THE <br />LOW POINT OF EXCAVATION. EXCAVATION SHALL BE GRADED TO <br />DRAIN TO THE SUMPS. <br />4) THE CONTROL OF GROUNDWATER SHALL BE SUCH THAT SOFTENING OF <br />THE BOTTOM OF EXCAVATION, OR FORMATIONS OF "QUICK" <br />CONDITIONS OR "BOILS," DOES NOT OCCUR. DEWATERING SYSTEMS <br />SHALL BE DESIGNED AND OPERATED SO AS TO PREVENT REMOVAL OF <br />THE NATURAL SOILS. THE RELEASE OF GROUNDWATER AT ITS <br />STATIC LEVEL SHALL BE PERFORMED IN SUCH A MANNER AS TO <br />MAINTAIN THE UNDISTURBED STATE OF THE NATURAL FOUNDATION <br />SOILS. PREVENT DISTURBANCE OF COMPACTED] BACKFILL. AND <br />PREVENT FLOTATION OR MOVEMENT OF STRUCTURES, PIPELINES AND <br />SEWERS. IF AN NPDES (NATIONAL POLLUTANT DISCHARGE <br />ELIMINATION SYSTEM) PERMIT IS REQUIRED FOR DISPOSAL OF <br />WATER FROM CONSTRUCTION DEWATERING ACTIVITIES, IT SHALL BE <br />OBTAINED BY THE CONTRACTOR PRIOR TO ANY DEWATERING <br />ACTIVITIES. <br />5) ONE HUNDRED PERCENT STANDBY PUMPING CAPACITY SHALL BE <br />AVAILABLE ON SITE AT ALL TIMES AND SHALL BE CONNECTED TO <br />THE DEWATERING SYSTEM PIPING TO PERMIT IMMEDIATE USE. IN <br />ADDITION, STANDBY AUXILIARY EQUIPMENT AND APPLIANCES FOR <br />ALL ORDINARY EMERGENCIES, AND COMPETENT WORKMEN FOR <br />OPERATION AND MAINTENANCE OF ALL DEWATERING EQUIPMENT <br />SHALL BE ON SITE AT ALL TIMES. STANDBY EQUIPMENT SHALL <br />INCLUDE EMERGENCY POWER GENERATION AND AUTOMATIC <br />SWITCH OVER TO THE EMERGENCY GENERATOR WHEN NORMAL POWER <br />FAILS. DEWATERING SYSTEMS SHALL NOT BE SHUT DOWN BETWEEN <br />SHIFTS. ON HOLIDAYS, ON WEEKENDS, OR DURING WORK <br />STOPPAGES. <br />REVI�ON DESCRIPTION <br />N <br />I DATE <br />_AA <br />STREET LIGHT NOTES: <br />1) ALL STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH <br />THE COUNTY OF SAN JOAQUIN, <br />2) INSTALL A CONCRETE PULL BOX BY EACH ELECTROLItR PER COUNTY OF <br />SAN JOAQUIN STANDARD - MINIMUM SIZE NO. 3 1/2 - LID <br />MARKING "STREET LIGHT." <br />3) FUSED SPLICE CONNECTORS SHALL BE INSTALLED IN THE PULL BOX <br />ADJACENT TO THE LIGHT STANDARD, Pr-R 'SEG`rION Se. OF <br />CAL-rF2ANd& 5TAt4DAM0 SPEC . 10A1-rmo J,N. 1915S. <br />4) ALL STREET LIGHTS SHALL BE 100 WATT HPS UNLESS OTHERWISE <br />NOTED. <br />5) STREET LIGHTS ARE SHOWN THUS: 0- <br />6) THE ENGINEER SHALL SUBMIT AS-BUILT <br />� DRAWINGS OF THE STREET <br />LIGHT LAYOUT SHOWING THE LOCATIONS OF ALL STREET LIGHTS, <br />PG&E SERVICE POINTS, PULL BOXES, CONDUIT RUNS AND WIRE <br />SIZES. <br />7) CONDUIT FOR ALL STREET LIGHTS SHALL BE P.V.C., SCHEDULE <br />40. <br />8) ALL STREET LIGHTS SHALL CONFORM TO COUNTY OF SAN JOAQUIN <br />STANDAKU SlIhC:1FICATIONS. <br />WIRE IN UNDERGROUND CONDUIT SHALL NOT BE SMALLER THAN <br />#10 COPPER WIRE SERVING A SINGLE LUMINAIRE WITHIN 150 FEET <br />OF THE SERVICE POINT. <br />9) ALL OVERHEAD PG&E LINES ARE TO BE PLACED UNDERGROUND. <br />10) UNDERGROUND UTILITY TRENCHES SHALL BE PER COUNTY OF <br />SAN JOAQUIN STANDARD DRWG, A-7 <br />II) IF ONLY ONE 100W-HPS OR 150W-HPS STREET LIGHT IS <br />SERVED FROM A PG&E SERVICE POINT, THE SERVICE SHALL BE <br />120V. IF TWO OR MORE 20OW-HPS STREET LIGHTS ARE SERVED <br />FROM A PG&E SERVICE POINT, THE SERVICE SHALL BE 240V <br />(UNLESS OTHERWISE INDICATED ON THESE PLANS). <br />STORM DRAIN NOTES: <br />1) ALL STORM DRAIN CONSTRUCTION. MATERIALS, AND WORKMANSHIP. <br />SHALL BE IN ACCORDANCE WITH THE STANDARD SUBDIVISION <br />IMPROVEMENTS OF COUNTY OF SAN JOAQUIN DEPARTMENT OF PUBLIC <br />WORKS SPECIFICATIONS AND IMPROVEMENT STANDARDS. <br />2) THE CONTRACTOR SHALL PROVIDE ALL LIGHTS. SIGNS, <br />BARRICADES. FLAGMEN, OR OTHER DEVICES NECESSARY FOR PUBLIC <br />SAFETY. <br />3) THE CONTRACTOR SHALL PROVIDE ALL SHORING. BRACING. SLOPING <br />OR PROVISIONS TO PROTECT WORKMEN FOR ALL AREAS TO BE <br />EXCAVATED TO A DEPTH OF FIVE FEET OR MORE. SAID PROTECTION <br />TO BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF COUNTY OF SAN <br />JOAQUIN DEPARTMENT OF PUBLIC WORKS. AND STATE <br />REGULATIONS. <br />4) THE UNDERGROUND CONTRACTOR SHALL EXPOSE EXISTING STORM <br />DRAINS. WHERE CONNECTION IS TO BE MADE. SO THAT THE <br />ENGINEER CAN VERIFY EXISTING FLOW LINES AND LOCATIONS <br />BEFORE START OF CONSTRUCTION. <br />5) CONTRACTOR TO BE RESPONSIBLE FOR ALL TESTING OF STORM <br />DRAIN FACILITIES. <br />6) ALL MANHOLE RIMS TO BE ADJUSTED TO FINISH GRADE AFTER <br />STREET PAVING. COST FOR RAISING FACILITIES TO BE INCLUDED <br />IN UNIT PRICES FOR MANHOLES. <br />�) ON PRECAST PIPES, RUBBER GASKET JOINTS SHALL BE USED IN <br />HIGH GROUND WATER CONDITIONS. <br />indemnification Clayse: Contractor agrees that he shall assume sole <br />and complete responsibility for the job site conditions during <br />the course of construction of this project, including safety of <br />all persons and property; that requirement shall apply <br />continuously and not be limited to normal working hours; and <br />that contractor shall defend, indemnify and hold harmless, the <br />County of San Joaquin, its elected officials, officers, employees <br />and agents from any and all claims, costs of litigation, damages, <br />and attorney's fees, for personal injury or property damage of <br />whatever nature which are claimed to have occurred during the <br />term of this project. <br />MEADOWOOD <br />IMPROVEMENT PLANS <br />NOTES <br />------._.._. -- ----- <br />. <br />.._ ......A R T M E N T .. OF <br />DEPARTMENT PUBLIC WORKS <br />COUNTY OF SAN JOAQUIN <br />A.R. <br />SANGU <br />ASSOCIATES <br />BY: DATE: <br />A <br />SCALE <br />APPROVED <br />CANS U� <br />C I��, <br />N G I N E ERS <br />DESIGNED <br />BY <br />5651 N. <br />PERSHING `�}ITE <br />B-1 =` <br />STOCKTON, CA 95207 <br />DRAWN SY <br />VO, <br />-30-93 <br />15,831 <br />DATE � - 19-9f <br />CHECKED <br />BY <br />DIRECTOR OF PUBLIC WORKS <br />ALBERT <br />R. SANGUINET <br />&"i 15 <br />AS BUILT <br />BY COUNTY OF SAN JOAQUIN <br />SHEET NO. <br />3 <br />OF I I SHEET -- <br />JOB NO. <br />