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GENERAL NOTES
<br />1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE FOLLOWING: SAN JOAQUIN
<br />COUNTY STANDARDS, THE CITY OF STOCKTON STANDARD SPECIFICATIONS AND PLANS ADOPTED SEPTEMBER 27,
<br />2016, AND ALL AMENDMENTS THERETO TO DATE, CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD
<br />SPECIFICATIONS (CALTRANS) LATEST EDITION AND CA MUTCD LATEST EDITION, WHERE APPLICABLE. WHERE
<br />THERE IS A CONFLICT BETWEEN THE PLANS AND THE CITY'S STANDARD SPECIFICATIONS AND PLANS, THE CITY OF
<br />STOCKTON STANDARD SPECIFICATIONS AND PLANS SHALL PREVAIL. CONTRACTOR SHALL BE RESPONSIBLE FOR
<br />CONSTRUCTING THE IMPROVEMENTS IN ACCORDANCE WITH THE ABOVE-MENTIONED STANDARDS AND
<br />SPECIFICATIONS. ALL CITY -OWNED UTILITY WORK SHALL BE UNDER THE INSPECTION OF THE CITY OF STOCKTON.
<br />2. BENCHMARK:
<br />BENCHMARK: C.O.S. 413
<br />ELEVATION: 25.37' (DATUM = NAVD 88)
<br />DESCRIPTION: BRASS DISK MARKING COS MONUMENT STAMPED "14S-26 LS6670" IN MONUMENT WELL
<br />LOCATED AT THE CENTERLINE OF POCK LANE AND LOOMIS ROAD.
<br />3. CONTRACTOR SHALL PRESERVE ALL EXISTING SURVEY MONUMENTS, PROPERTY PINS ETC., AFFECTED BY
<br />PROJECT IN ACCORDANCE WITH SECTION 8771 OF THE PROFESSIONAL LAND SURVEYORS ACT IN THE BUSINESS
<br />AND PROFESSIONS CODE OF THE STATE OF CALIFORNIA. LOCATIONS OF EXISTING MONUMENTATION KNOWN TO
<br />THE ENGINEER THAT ARE WITHIN THE AREA OF PROJECT HAVE BEEN INDICATED ON THE PLANS. CONTRACTOR'S
<br />LICENSED SURVEYOR SHALL TIE DOWN EXISTING MONUMENTS AND SUBMIT THE INFORMATION TO THE ENGINEER.
<br />A NEW RECORD OF SURVEY SHALL BE FILED AT COUNTY'S RECORDER'S OFFICE.
<br />4. PRIOR TO AND DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR BEING FAMILIAR WITH
<br />THE CURRENT CITY OF STOCKTON STANDARDS AND ALL UPDATES AND REVISIONS MADE TO ANY OF THE CITY OF
<br />STOCKTON STANDARD DETAILS SHOWN ON THESE PLANS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR BEING
<br />FAMILIAR WITH THE WRITTEN SPECIFICATIONS AND/OR OTHER STANDARD DETAILS NOT SHOWN BUT WHICH ARE
<br />INCLUDED IN THE "CITY OF STOCKTON STANDARD SPECIFICATIONS AND PLANS".
<br />5. DRAWING NUMBERS SHOWN ON THE PLANS REFER TO CITY OF STOCKTON STANDARD PLANS, SHOWN THUS:
<br />COS STD. DWG. NO. ALL CITY OF STOCKTON STANDARD DETAILS REFER TO CITY OF STOCKTON PUBLIC WORKS
<br />DEPARTMENT STANDARD SPECIFICATIONS AND DETAILS, LATEST EDITION, UNLESS OTHERWISE NOTED.
<br />6. PRIOR TO THE SCHEDULING OF A PRE -CONSTRUCTION MEETING OR THE ISSUANCE OF AN ENCROACHMENT
<br />PERMIT THE DEVELOPER OR CONTRACTOR SHALL OBTAIN A GRADING PERMIT FROM SAN JOAQUIN COUNTY
<br />PUBLIC WORKS DEPARTMENT.
<br />7. THE CONTRACTOR SHALL CONTACT JASON ENDER (209) 937-8381 OF THE CITY OF STOCKTON FOR A
<br />PRE -CONSTRUCTION CONFERENCE A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO THE COMMENCEMENT
<br />OF WORK.
<br />8. THE CONTRACTOR SHALL MAINTAIN A NEATLY MARKED SET OF FULL-SIZE AS- BUILT RECORD DRAWINGS
<br />SHOWING THE FINAL LOCATION AND LAYOUT OF ALL MECHANICAL; ELECTRICAL AND INSTRUMENTATION
<br />EQUIPMENT; PIPING AND CONDUITS; STRUCTURES AND OTHER FACILITIES. THE AS-BUILTS OF THE ELECTRICAL
<br />SYSTEM SHALL INCLUDE THE STREET LIGHT LAYOUT PLAN SHOWING LOCATION OF LIGHTS, CONDUITS,
<br />CONDUCTORS, POINTS OF CONNECTIONS TO SERVICES, PULLBOXES, AND WIRE SIZES. AS -BUILT RECORD
<br />DRAWINGS SHALL REFLECT CHANGE ORDERS, ACCOMMODATIONS, AND ADJUSTMENTS TO ALL IMPROVEMENTS
<br />CONSTRUCTED. WHERE NECESSARY, SUPPLEMENTAL DRAWINGS SHALL BE PREPARED AND SUBMITTED BY THE
<br />CONTRACTOR
<br />PRIOR TO ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL DELIVER TO THE ENGINEER, ONE SET OF
<br />NEATLY MARKED AS -BUILT RECORD DRAWINGS SHOWING THE INFORMATION REQUIRED ABOVE. AS -BUILT
<br />RECORD DRAWINGS SHALL BE REVIEWED AND THE COMPLETE AS -BUILT RECORD DRAWING SET SHALL BE
<br />CURRENT WITH ALL CHANGES AND DEVIATIONS REDLINED AS A PRECONDITION TO THE FINAL PROGRESS
<br />PAYMENT APPROVAL AND/OR FINAL ACCEPTANCE
<br />9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND LICENSES REQUIRED FOR THE CONSTRUCTION
<br />AND COMPLETION OF THE PROJECT, AND SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS
<br />AND CONDITIONS OF ALL PERMITS AND APPROVALS APPLICABLE TO THIS PROJECT. THE CONTRACTOR SHALL
<br />ENSURE THAT THE NECESSARY RIGHTS-OF-WAY, EASEMENTS, AND/OR PERMITS ARE SECURED PRIOR TO
<br />CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT AND A GRADING AND EROSION
<br />CONTROL PERMIT PRIOR TO STARTING ANY WORK, UNLESS OTHERWISE APPROVED BY THE CITY.
<br />10. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, BARRICADES, SIGNS, FLAGMEN OR OTHER DEVICES NECESSARY
<br />FOR PUBLIC SAFETY.
<br />11. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL AND/OR DETOUR PLAN FOR APPROVAL BY THE CITY OF
<br />STOCKTON TRAFFIC ENGINEER PRIOR TO THE START OF CONSTRUCTION.
<br />12. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT PRIOR WRITTEN
<br />AUTHORIZATION FROM THE OWNER AND THE PROJECT ENGINEER.
<br />13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL EXISTING IMPROVEMENTS THAT
<br />ARE TO REMAIN. SUCH IMPROVEMENTS THAT ARE DAMAGED BY THE CONTRACTOR SHALL BE REPLACED AT HIS
<br />EXPENSE.
<br />14. ALL TRENCH EXCAVATION SHALL BE IN ACCORDANCE WITH SAN JOAQUIN COUNTY PUBLIC WORKS STANDARDS.
<br />15. THE CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING, SLOPING OR OTHER PROVISIONS NECESSARY TO
<br />PROTECT WORKMEN FOR ALL AREAS TO BE EXCAVATED TO A DEPTH OF 5' OR MORE. EXCAVATIONS OF 5 FEET
<br />OR MORE IN DEPTH WILL REQUIRE AN EXCAVATIONS PERMIT FROM THE STATE OF CALIFORNIA DEPARTMENT OF
<br />INDUSTRIAL SAFETY FOR TRENCHES 5 FEET OR MORE IN DEPTH, THE CONTRACTOR SHALL COMPLY WITH
<br />SECTION 5-1.02A OF THE CALTRANS STANDARDS, SECTION 6705 OF THE STATE OF CALIFORNIA LABOR CODE, AND
<br />ANY LOCAL CODES OR ORDINANCES.
<br />16. THE CONTRACTOR SHALL DEMOLISH, EXCAVATE, REMOVE AND DISPOSE OF ALL EXISTING CONCRETE CURB,
<br />GUTTER OR SIDEWALK, ASPHALT CONCRETE PAVING, AND DELETERIOUS MATERIAL AS REQUIRED TO CONSTRUCT
<br />THE CONTRACT WORK. ALL SUCH EXCESS MATERIAL GENERATED SHALL BE DISPOSED OF FROM THE SITE BY THE
<br />CONTRACTOR.
<br />17. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT WHERE APPLICABLE FOR ANY WORK DONE WITHIN
<br />RIGHTS-OF-WAY OR EASEMENTS FROM CITY OF STOCKTON. CONTRACTOR SHALL NOTIFY CITY, 24 HOURS IN
<br />ADVANCE OF COMMENCING THE WORK OR AS REQUIRED BY SAID PERMITS.
<br />18. EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST. THE OWNER AND THE ENGINEER DO NOT
<br />ACCEPT RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO COMMENCING ANY WORK, THE CONTRACTOR SHALL
<br />HAVE EACH UTILITY COMPANY ACCURATELY LOCATE IN THE FIELD THEIR MAINS AND SERVICE LINES. IT SHALL BE
<br />THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES.
<br />19. ATTENTION IS CALLED TO: SECTION 1540 (A) (1) OF THE CONSTRUCTION SAFETY ORDERS (TITLE 8 CALIFORNIA
<br />ADMINISTRATION CODE SECTION 1540), ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS BOARD
<br />PURSUANT TO THE CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT OF 1973, AS AMENDED, WHICH STATES:
<br />"PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO DETERMINE WHETHER UNDERGROUND
<br />INSTALLATION I.E., SEWER, WATER, FUEL, ELECTRIC LINES, ETC., WILL BE ENCOUNTERED AND, IF SO, WHERE
<br />SUCH UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE APPROXIMATE
<br />LOCATION OF SUCH AN INSTALLATION, THE EXACT LOCATION SHALL BE DETERMINED BY CAREFUL PROBING OR
<br />HAND DIGGING AND WHEN IT IS UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING
<br />INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE
<br />ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION."
<br />20. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF STOCKTON AT LEAST 72 HOURS
<br />IN ADVANCE OF THE CONTRACTOR'S INTENT TO CONNECT TO PUBLIC UTILITIES TO COORDINATE THE CONNECTION
<br />TO PUBLIC WATER, SEWER, AND STORM DRAIN SYSTEMS.
<br />21. PRIOR TO COMMENCING ANY WORK, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE EACH UTILITY
<br />COMPANY LOCATE IN THE FIELD THEIR MAIN SERVICE LINES. THE CONTRACTOR SHALL NOTIFY MEMBERS OF THE
<br />UNDERGROUND SERVICE ALERT (U.S.A.) 48 HOURS IN ADVANCE OF PERFORMING EXCAVATION WORK BY CALLING
<br />THE TOLL-FREE NUMBER (800-227-2600).
<br />22. THE CONTRACTOR SHALL CHECK WITH THE UTILITY COMPANIES AND VERIFY ALL UTILITY LOCATIONS. IT SHALL BE
<br />CONTRACTOR'S SOLE RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES SO THAT NO DAMAGE RESULTS TO
<br />THEM DURING THE PERFORMANCE OF HIS CONTRACT. THE CONTRACTOR SHALL BE REQUIRED TO COOPERATE
<br />WITH OTHER CONTRACTORS AND UTILITY COMPANIES INSTALLING NEW STRUCTURES, UTILITIES AND SERVICES TO
<br />THE DEVELOPMENT.
<br />23. WHENEVER EXISTING FACILITIES ARE REMOVED, DAMAGED, BROKEN, OR CUT IN THE INSTALLATION OF THE WORK
<br />COVERED BY THESE PLANS OR SPECIFICATIONS, SAID FACILITIES SHALL BE REPLACED AT THE CONTRACTOR'S
<br />EXPENSE, AFTER PROPER BACKFILLING AND/OR CONSTRUCTION, WITH MATERIALS EQUAL TO OR BETTER THAN
<br />THE MATERIALS USED IN THE ORIGINAL EXISTING FACILITIES. THE FINISHED PRODUCT SHALL BE SUBJECT TO THE
<br />APPROVAL OF THE OWNER, THE ENGINEER, AND THE RESPECTIVE REGULATORY AGENCY.
<br />24. PAYMENT FOR PAVEMENT WILL BE MADE FOR THE AREAS SHOWN ON THE PLANS. REPLACEMENT OF PAVEMENT
<br />WHICH IS BROKEN OR CUT IN THE INSTALLATION OF THE IMPROVEMENTS COVERED BY THESE PLANS AND
<br />SPECIFICATIONS, AND WHICH LIES OUTSIDE OF SAID AREAS, SHALL BE INCLUDED IN THE STREET CONTRACTOR'S
<br />UNIT PRICE FOR PAVEMENT, AND NO ADDITIONAL PAYMENT SHALL BE MADE FOR SUCH WORK.
<br />25. THE CONTRACTOR SHALL EXPOSE EXISTING STORM DRAINS, WATER MAINS, AND SANITARY SEWERS WHERE
<br />CONNECTIONS AND CROSSINGS ARE TO BE MADE SO EXISTING FLOWLINES AND LOCATIONS CAN BE VERIFIED
<br />BEFORE THE START OF CONSTRUCTION.
<br />26. ACTUAL CONNECTIONS TO EXISTING WATER LINES WILL NOT BE PERMITTED PRIOR TO THE COMPLETION OF
<br />STERILIZATION AND TESTING OF NEW WATER MAINS. ALL WATER VALVES TO BE OPERATED UNDER THE DIRECTION
<br />OF THE WATER DIVISION OF THE REGULATORY AGENCY PERSONNEL ONLY.
<br />27. THE PROPERTY OWNERS, DEVELOPERS, AND/OR SUCCESSORS IN INTEREST SHALL COMPLY WITH THE PROVISIONS
<br />OF THE CALIFORNIA GENERAL CONSTRUCTION ACTIVITY STORM WATER PERMIT AND STATE WATER RESOURCES
<br />CONTROL BOARD ORDER NUMBER 2009-0009-DWQ. COMPLIANCE IS MANDATORY PER THE CITY OF STOCKTON'S
<br />GRADING AND EROSION CONTROL ORDINANCE CHAPTER 15, SECTIONS 15.48.010 THROUGH 15.48.140 OF THE
<br />STOCKTON MUNICIPAL CODE.
<br />28. THE DISCHARGE OF CHLORINATED AND DE -CHLORINATED WATER INTO THE STORM DRAIN SYSTEM IS PROHIBITED.
<br />THE DISCHARGE OF CHLORINATED AND DE- CHLORINATED WATER INTO THE SANITARY SEWER SYSTEM REQUIRES
<br />PRIOR APPROVAL FROM MUD. CONTACT RICHARD STIFFLER AT (209) 937-8740.
<br />29. THE UNDERGROUND CONTRACTOR SHALL PROVIDE SUFFICIENT RECORDS AND SHALL LEAVE ADEQUATE MARKS IN
<br />THE FIELD FOR THE CURB, GUTTER AND SIDEWALK CONTRACTOR TO ACCURATELY STAMP THE "S" AND "W"
<br />MARKINGS FOR SANITARY AND WATER SERVICES. PRIOR TO THE PLACING OF ANY SIDEWALK OR CURB SECTION,
<br />THE CURB, GUTTER AND SIDEWALK CONTRACTOR SHALL FURNISH DATA TO THE CITY OF STOCKTON FIELD
<br />INSPECTOR SHOWING HE HAD ADEQUATE INFORMATION TO ACCURATELY FIELD LOCATE AND MARK THE "S" AND
<br />"W" MARKINGS TO BE STAMPED IN HIS WORK. SANITARY SEWER SERVICES IN NEW SUBDIVISIONS SHALL BE
<br />MARKED BY THE CURB, GUTTER AND SIDEWALK CONTRACTOR WITH AN "S" STAMPED ON THE BACK OF THE
<br />SIDEWALK OR ON THE TOP OF THE CURB. WATER SERVICES IN NEW SUBDIVISIONS SHALL BE MARKED BY THE
<br />CURB, GUTTER AND SIDEWALK CONTRACTOR WITH A "W" STAMPED ON THE BACK OF THE SIDEWALK OR ON THE
<br />TOP OF CURB. PRIOR TO FINAL TROWELING OF THE CONCRETE, THE CITY OF STOCKTON FIELD INSPECTOR SHALL
<br />DETERMINE THAT THE "S" AND "W" MARKINGS HAVE BEEN STAMPED ON THE BACK OF SIDEWALK OR ON THE TOP
<br />OF CURB.
<br />30. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
<br />CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS
<br />AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
<br />WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE
<br />ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE
<br />OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR
<br />THE ENGINEER.
<br />31. CONSTRUCTION STAKING: CONSTRUCTION STAKING IS NORMALLY PERFORMED BY THE ENGINEER WHO PREPARED
<br />THE PLAN. THIS PERMITS APPROPRIATE ON-SITE INTERPRETATION AND ADJUSTMENT OF THE PLANS, IF
<br />NECESSARY. CONTRACTOR SHALL NOTIFY THE ENGINEER FORTY-EIGHT (48) HOURS PRIOR TO THE ACTUAL NEED
<br />FOR STAKING. ANY STAKING REQUESTED BY THE CONTRACTOR OR HIS SUBCONTRACTORS WHICH EXTENDS
<br />BEYOND THE ORIGINAL SCOPE OF WORK DEFINED IN THESE PLANS SHALL BE SUBJECT TO AN EXTRA WORK
<br />CHARGE TO THE CONTRACTOR. THIS NOTE GIVES FORMAL NOTICE THAT THE FIRM OF SIEGFRIED ENGINEERING,
<br />INC. CANNOT, AND WILL NOT, TAKE RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR
<br />AND WHICH COULD HAVE BEEN AVOIDED OR DETECTED AND/OR CORRECTED OR MITIGATED HAD SIEGFRIED
<br />ENGINEERING, INC. PERFORMED THE CONTRACT STAKING WORK.
<br />32. THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CALIFORNIA WATER SERVICE COMPANY FOR USE OF
<br />WATER FROM FIRE HYDRANTS FOR CONSTRUCTION PURPOSES. THE PERMIT SHALL BE APPROVED BY THE CITY OF
<br />STOCKTON FIRE DEPARTMENT.
<br />33. DUST CONTROL SHALL BE PROVIDED AT ALL TIMES, AT THE CONTRACTOR'S EXPENSE, TO MINIMIZE ANY DUST
<br />NUISANCE AND SHALL BE IN ACCORDANCE WITH SECTION 10 OF CALTRANS STANDARD SPECIFICATIONS AND THE
<br />REQUIREMENTS OF THE CITY OF STOCKTON. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY OF STOCKTON
<br />MUNICIPAL UTILITIES DEPARTMENT (CALIFORNIA WATER SERVICE COMPANY) FOR USE OF WATER FROM FIRE
<br />HYDRANTS FOR CONSTRUCTION PURPOSES. THE PERMIT SHALL BE APPROVED BY THE CITY OF STOCKTON FIRE
<br />DEPARTMENT.
<br />34. THE CONTRACTOR SHALL FURNISH, INSTALL OPERATE AND MAINTAIN ALL MACHINERY, APPLIANCES AND
<br />EQUIPMENT TO MAINTAIN ALL EXCAVATIONS FREE FROM WATER DURING CONSTRUCTION, AND SHALL DEWATER
<br />AND DISPOSE OF THE WATER SO AS TO NOT CAUSE INJURY TO PUBLIC OR PRIVATE PROPERTY, OR TO CAUSE A
<br />NUISANCE OR MENACE TO THE PUBLIC. THE DEWATERING SYSTEM SHALL BE INSTALLED AND OPERATED SO THE
<br />GROUNDWATER LEVEL OUTSIDE THE EXCAVATION IS NOT REDUCED TO THE EXTENT WHICH WOULD CAUSE
<br />DAMAGE OR ENDANGER ADJACENT STRUCTURES OR PROPERTY. ALL COSTS FOR DEWATERING SHALL BE
<br />INCLUDED IN THE UNIT PRICE BID FOR ALL PIPE CONSTRUCTION. THE STATIC WATER LEVEL SHALL BE DRAWN
<br />DOWN A MINIMUM OF 1 FOOT BELOW THE BOTTOM OF EXCAVATION OF ANY FILL TO THE SPECIFIED DENSITY.
<br />DISPOSAL OF WATER SHALL BE IN ACCORDANCE WITH THE APPROVED SWPPP AND SHALL NOT DAMAGE
<br />PROPERTY, CREATE A PUBLIC NUISANCE OR VIOLATE THE LAW. THE CONTRACTOR SHALL HAVE ON HAND,
<br />PUMPING EQUIPMENT AND MACHINERY IN GOOD WORKING CONDITION FOR EMERGENCIES AND SHALL HAVE
<br />WORKMEN AVAILABLE FOR ITS OPERATION. THE DEWATERING SYSTEM SHALL OPERATE CONTINUOUSLY UNTIL
<br />BACK -FILL HAS BEEN COMPLETED TO 1 FOOT ABOVE THE NORMAL STATIC GROUNDWATER LEVEL.
<br />35. SITE PREPARATION SHALL INCLUDE STRIPPING AND REMOVAL OF ALL VEGETATION AND ANY DEBRIS OR OTHER
<br />DELETERIOUS MATERIALS FROM THE CONSTRUCTION AREAS PRIOR TO ANY SITE GRADING. THE DEPTH OF
<br />STRIPPING ONSITE SHALL BE EVALUATED BY THE OWNER'S SOILS ENGINEER. THE STRIPPED MATERIALS SHOULD
<br />NOT BE INCORPORATED INTO ANY ENGINEERED FILL.
<br />36. ANY VOIDS LEFT BY THE REMOVAL OF UNDERGROUND UTILITIES OR OTHER BURIED OBJECTS SHALL BE CLEANED
<br />OF ALL LOOSE SOILS AND SHALL BE PROPERLY BACKFILLED WITH ENGINEERED FILL THAT THE OWNER'S SOIL
<br />ENGINEER APPROVES, MONITORS, TESTS, AND APPROVES.
<br />37. IF ANY SOFT OR LOOSE SOIL POCKETS ARE FOUND ONSITE DURING THE STRIPPING OR RECOMPACTION PROCESS,
<br />THEY SHALL BE OVER EXCAVATED AND RECOMPACTED.
<br />38. ON-SITE SOILS ARE SUITABLE FOR USE AS GENERAL FILL, PROVIDED THE MATERIALS ARE FREE OF DEBRIS,
<br />SIGNIFICANT ORGANICS OR OTHER DELETERIOUS MATERIALS, IF APPROVED BY THE OWNER'S SOIL ENGINEER.
<br />39. ENGINEERED FILL SHALL BE PLACED IN HORIZONTAL LAYERS A MAXIMUM OF 8 INCHES IN LOOSE THICKNESS, BE
<br />UNIFORMLY MOISTURE CONDITIONED TO AT LEAST 2 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT, AND BE
<br />RECOMPACTED TO A MINIMUM OF 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY THE OWNER'S SOIL
<br />ENGINEER.
<br />40. THE SUBGRADE SOILS BENEATH ALL PAVING AREAS SHOULD BE SCARIFIED TO A MINIMUM DEPTH OF 12 INCHES
<br />BELOW THE FINISHED SUBGRADE ELEVATION, UNIFORMLY MOISTURE CONDITIONED TO AT LEAST 2 PERCENT
<br />ABOVE THE OPTIMUM MOISTURE CONTENT, AND RECOMPACTED TO AT LEAST 95 PERCENT RELATIVE COMPACTION,
<br />AS SPECIFIED BY THE OWNER'S SOIL ENGINEER.
<br />41. SUBGRADE SOILS UNDER EXTERIOR CONCRETE SHALL BE MOISTURE CONDITIONED AS APPROVED, TESTED AND
<br />INSPECTED BY THE OWNER'S SOIL ENGINEER.
<br />42. CONTRACTOR SHALL MAINTAIN MOISTURE CONDITION RIGHT UP TO POURING OF CONCRETE.
<br />43. WHERE COMBINATIONS OF SIDEWALK OR CURB AND GUTTER ARE POURED CONTIGUOUS TO EXISTING, ALL
<br />ADJOINING EXISTING CONCRETE VERTICAL FACES SHALL BE DOWELED. ALL ABUTTING SIDEWALK ENDS SHALL BE
<br />DOWELED MID-SECTION VERTICALLY WITH TWO DOWELS FOR FOUR THROUGH SIX-FOOT WIDE SIDEWALK AND
<br />THREE DOWELS FOR WIDER SIDEWALK. ABUTTING CURB AND GUTTER ENDS SHALL BE DOWELED TWICE, 18
<br />INCHES APART AT GUTTER PAN MID-SECTION. DOWEL CONNECTIONS OF LONGITUDINAL RUNS OF SIDEWALK TO
<br />BACK OF CURB SHALL BE THREE FEET ON CENTER. ALL DOWELS SHALL BE 16 INCHES LONG, GRADE 60; #4 REBAR
<br />PENETRATING FOUR INCHES. THE DOWEL HOLE SHALL BE 5/8 -INCH DIAMETER AT A SLIGHT HORIZONTAL ANGLE
<br />FROM PERPENDICULAR. THE PENETRATING PORTION OF THE DOWEL AND THE ENTIRE (CLEANED) VERTICAL
<br />SURFACE OF THE ADJOINING, EXISTING CONCRETE SHALL BE THOROUGHLY COATED WITH STATE STANDARD
<br />44. THE CONTRACTOR SHALL REPLACE ANY PAVEMENT DELINEATORS OR TRAFFIC MARKINGS REMOVED OR DAMAGED
<br />IN THE COURSE OF THIS WORK. PRIOR TO ANY NECESSARY REMOVAL, THE CONTRACTOR SHALL DOCUMENT THE
<br />TYPE AND LOCATION OF THE PAVEMENT DELINEATION / MARKINGS.
<br />45. LOCATION OF SAW CUTTING AS REPRESENTED ON THESE PLANS SHALL BE DETERMINED IN THE FIELD WITH THE
<br />COUNTY PUBLIC WORKS INSPECTOR. IF THE EXISTING SECTION REQUIRES GRINDING OR OVERLAYING OF AC, IT
<br />SHALL BE DETERMINED IN THE FIELD WITH THE COUNTY PUBLIC WORKS INSPECTOR.
<br />46. ALL CRACKED CURB, GUTTER, AND SIDEWALK SHALL BE REPLACED AS DETERMINED IN THE FIELD WITH THE
<br />COUNTY PUBLIC WORKS INSPECTOR.
<br />47. LIMITS OF RESTRIPING SHALL BE DETERMINED IN THE FIELD WITH THE COUNTY PUBLIC WORKS INSPECTOR. LIMITS
<br />WILL NOT EXCEED THE FRONTAGE OF THE PROPERTY BEING DEVELOPED.
<br />48. UTILIZE A SEDIMENTATION OR FILTERING CONTROL MEASURE TO REMOVE SEDIMENT FROM DEWATERING WATERS
<br />PRIOR TO DISCHARGE.
<br />49. IF IT IS DETERMINED BY THE CITY TO BE APPLICABLE, THE FOLLOWING MUST BE SUBMITTED PRIOR TO OR DURING
<br />THE PRECONSTRUCTION MEETING: A TRANSMITTAL MEMO THAT INCLUDES THE NAME AND PHONE NUMBER OF THE
<br />PERSON RESPONSIBLE FOR SWPPP IMPLEMENTATION, AND A COPY OF A SIGNED NOTICE OF INTENT FORM OR A
<br />WASTE DISCHARGE IDENTIFICATION NUMBER.
<br />50. WORK ON CITY OF STOCKTON UTILITIES IN SAN JOAQUIN COUNTY PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE
<br />APPROVAL AND ACCEPTANCE OF THE CITY OF STOCKTON PUBLIC WORKS DEPARTMENT.
<br />51. WHEELCHAIR RAMP GRADE BREAKS SHALL BE PERPENDICULAR TO THE DIRECTION OF THE RAMP RUN,
<br />PER CBC 11 B-406.5.6.
<br />52. IN ORDER TO COMPLY WITH STATE WATER RESOURCES CONTROL BOARD ORDER NUMBER 2009-0009-DWQ, AS
<br />AMENDED BY 2010-0014-DWQ AND 2012-0006-DWQ, ALL NEW STORM DRAIN INLETS AND CATCH BASINS INSTALLED
<br />SHALL COMPLY WITH STORM WATER STANDARDS DESIGN CRITERIA PAGES 4-3,4-4, AND FIGURE 4-1, STORM DRAIN
<br />MESSAGE LOCATION.
<br />53. SURVEY MONUMENT PRESERVATION:
<br />PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ENGAGE A LICENSED SURVEYOR TO PERFORM A
<br />PRE -CONSTRUCTION MONUMENT PRESERVATION SURVEY IN ACCORDANCE WITH SECTIONS 8771(b) OF THE
<br />BUSINESS AND PROFESSIONS CODE OF THE STATE OF CALIFORNIA. LOCATIONS OF EXISTING MONUMENTATION
<br />KNOWN TO THE ENGINEER THAT ARE WITHIN THE AREA OF PROJECT HAVE BEEN INDICATED ON THE PLANS FOR
<br />REFERENCE. AT THE COMPLETION OF CONSTRUCTION, BUT PRIOR TO FINAL APPROVAL OF THE IMPROVEMENTS,
<br />CONTRACTOR'S LICENSED SURVEYOR SHALL PERFORM A POST -CONSTRUCTION MONUMENT PRESERVATION
<br />SURVEY IN ACCORDANCE WITH SECTIONS 8771(c) AND 8771(d), AND, IF NECESSARY, FILE A RECORD OF SURVEY
<br />OR CORNER RECORD(S) IN ACCORDANCE WITH SECTION 87710.
<br />54. ALL LINES ABANDONED DURING CONSTRUCTION SHALL BE REMOVED IN ACCORDANCE WITH COUNTY STANDARDS.
<br />55. FOR ALL PROJECTS, REGARDLESS OF SIZE, THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES TO
<br />ELIMINATE OR MINIMIZE POLLUTION DISCHARGE CAUSED BY CONSTRUCTION (SEE CHAPTER 16).
<br />56. WHEN WIDENING THE PAVEMENT ON AN EXISTING ROAD, THE EXISTING PAVEMENT SHALL BE CUT TO A NEAT LINE AND
<br />REMOVED BACK TO AN EXISTING ADEQUATE STRUCTURAL SECTION, OR TO THE ORIGINAL ROAD SECTION. AN
<br />EXPLORATORY TRENCH, OR POT -HOLING, MAY BE REQUIRED TO DETERMINE THE LIMITS OF PAVEMENT REMOVAL.
<br />57. EXISTING CURB AND SIDEWALK WITHIN THE PROJECT LIMITS THAT ARE DAMAGED OR DISPLACED, EVEN THOUGH THEY
<br />WERE NOT TO BE REMOVED, SHALL BE REPAIRED OR REPLACED PER COUNTY STANDARDS EVEN IF DAMAGE OR
<br />DISPLACEMENT OCCURRED PRIOR TO ANY WORK PERFORMED BY THE CONTRACTOR.
<br />58. STREET CLOSURE OR LANE CLOSURE WILL REQUIRE A TRAFFIC CONTROL PLAN AND THE DESIGNATION OF A QUALIFIED
<br />INDIVIDUAL FOR ITS IMPLEMENTATION AND SAFE MAINTENANCE.
<br />CITY OF STOCKTON GENERAL NOTES
<br />1. ALL MATERIAL AND WORK SHALL CONFORM TO CITY OF STOCKTON SPECIFICATIONS AND PLANS. THE IMPROVEMENTS
<br />ARE SUBJECT TO THE INSPECTION AND APPROVAL OF THE PUBLIC WORKS DEPARTMENT. CONTACT THE CITY PUBLIC
<br />WORKS OFFICE AT 209-937-8411 THREE (3) WORKING DAYS (72 HOURS) PRIOR TO THE START OF ANY WORK TO ARRANGE
<br />FOR INSPECTION.
<br />2. PRIOR TO EXCAVATING NEAR ANY UNDERGROUND UTILITIES, CALL U.S.A. AT LEAST 48 HOURS IN ADVANCE AT PHONE 811.
<br />3. THESE PLANS HAVE BEEN CHECKED BY THE CITY OF STOCKTON AND/OR ITS AUTHORIZED REPRESENTATIVE, BUT SUCH
<br />CHECKING AND/OR APPROVAL DOES NOT RELIEVE THE DEVELOPER AND CONTRACTOR FROM HIS/HER RESPONSIBILITY TO
<br />CORRECT ERRORS, OMISSIONS OR MAKE CHANGES REQUIRED BY CONDITIONS DISCOVERED IN THE FIELD DURING THE
<br />COURSE OF CONSTRUCTION.
<br />4. RELOCATION OF DESIGNED UTILITY SYSTEMS MORE THAN 25' MUST BE REVIEWED BY THE PUBLIC WORKS DEPARTMENT
<br />PRIOR TO CONSTRUCTION AND SHALL BE ACCURATELY SHOWN ON REVISED PLANS STAMPED AND SHALL BE APPROVED
<br />BY CITY STAFF AND THE DESIGN ENGINEER PRIOR TO THE INSTALLATION OF THE IMPROVEMENTS.
<br />5. ALL CONSTRUCTION STAKING FOR CURB, GUTTER, AND SIDEWALK, SANITARY SEWERS, STORM DRAINS, WATER LINES,
<br />FIRE HYDRANTS, AND ELECTROLIERS, ETC. SHALL BE DONE UNDER THE DIRECTION OF A CIVIL ENGINEER OR AN
<br />INDIVIDUAL LICENSED TO PERFORM LAND SURVEYING UNDER THE CALIFORNIA BUSINESS & PROFESSIONS CODE.
<br />6. HOUSE SERVICES, FIRE HYDRANT LATERALS, GAS AND TELEPHONE LINES, AND ALL OTHER UNDERGROUND UTILITIES
<br />SHALL BE INSTALLED PRIOR TO CURB, GUTTER, AND SIDEWALK CONSTRUCTION AND STREET PAVING.
<br />7. MATERIAL TESTING:
<br />a. ALL INDEPENDENT MATERIAL TESTING AND INSPECTION CALLED FOR BY THE CITY ENGINEER SHALL BE FURNISHED
<br />AND PAID FOR BY THE DEVELOPER OR CONTRACTOR.
<br />b. SUBGRADE TESTING FOR R -VALUES IS REQUIRED PRIOR TO THE INSTALLATION OF BASE ROCK.
<br />c. CONTRACTOR SHALL FURNISH MATERIAL CERTIFICATIONS OF PRE -MANUFACTURED MATERIAL WHEN CALLED FOR BY
<br />THE CITY ENGINEER.
<br />8. ASBESTOS CEMENT PIPE (ACP) OR FITTINGS SHALL NOT BE USED WITHIN THE CITY OF STOCKTON.
<br />9. PRIOR TO TRENCHING FOR ANY SEWER, WATER, OR STORM DRAIN PIPE, THE CONTRACTOR SHALL VERIFY, IN THE FIELD,
<br />THE SIZE AND LOCATION OF THE EXISTING PIPE AT THE POINT OF CONNECTION. ANY DEVIATION FROM THE PLANS SHALL
<br />BE RESOLVED BY THE DESIGN ENGINEER PRIOR TO TRENCHING.
<br />10. MANHOLES, VALVES, CLEANOUTS, ETC. SHALL BE BROUGHT Project Manager Project Engineer
<br />TO FINISH GRADE BY THE UNDERGROUND CONTRACTOR000
<br />AFTER THE FINAL PAVING COURSE IS PLACED. oROFES$/�, QRpFES$/�
<br />DATE SIGNED: 01/19/24
<br />GRADING NOTES
<br />1. GRADING AND LAND STABILIZATION SHALL INCLUDE EXCAVATION AND FILL IN ACCORDANCE WITH THE
<br />SPECIFICATIONS OF THE SOILS ENGINEER AND UNDER THE DIRECTION, SUPERVISION, MONITORING, TESTING AND
<br />APPROVAL OF THE OWNER AND OWNER'S SOILS ENGINEER.
<br />2. GRADING AND LAND STABILIZATION SHALL INCLUDE COST OF DEWATERING; REMOVING FROM THE SITE ALL
<br />STRIPPED VEGETATION, DEBRIS, STRUCTURES, POWER POLES, EXISTING PAVEMENT, BUILDINGS, TREES, AND OTHER
<br />DELETERIOUS MATERIALS.
<br />3. STOCKPILES OF EXISTING DELETERIOUS MATERIAL SHALL BE DISPOSED OF UNDER THE DIRECTION AND
<br />SUPERVISION OF THE OWNER AND OWNER'S SOILS ENGINEER.
<br />4. ALL IMPORTED FILL SHALL BE APPROVED BY THE SOILS ENGINEER.
<br />5. TOPOGRAPHICAL INFORMATION SHOWN REFLECTS A TOPOGRAPHY SURVEY PERFORMED BY SIEGFRIED
<br />ENGINEERING.
<br />6. ANY AND ALL SEDIMENT AND/OR EROSION CONTROL DETAILS CONTAINED WITHIN THESE PLANS ARE TO BE
<br />CONSIDERED AS "REFERENCE DETAILS" ONLY AND THE CITY'S APPROVAL OF THESE PLANS AND "REFERENCE
<br />DETAILS" DOES NOT RELIEVE THE OWNER/DEVELOPER FROM COMPLIANCE WITH THE STORM WATER POLLUTION
<br />PREVENTION PLAN AS APPROVED BY THE CITY'S STORM WATER DIVISION.
<br />CALIFORNIA WATER SERVICE NOTES
<br />1. ALL WATER IMPROVEMENTS MUST BE REVIEWED AND APPROVED BY CALIFORNIA WATER SERVICE. THE CITY OF
<br />STOCKTON NO LONGER RECEIVES CALIFORNIA WATER SERVICE MAPS TO VERIFY WATER IMPROVEMENTS.
<br />PIPE TABLE
<br />PIPE
<br />TYPE OF PIPE DIAMETER TYPE & CLASS BEDDING CLASS TRENCH
<br />SANITARY SEWER 4" TO 8" SDR -26 PVC PER C.O.S. PER C.O.S. STDS. PER SJC STD. DWG. NO. R-29
<br />STDS. SECTION 71
<br />FEMA MAP
<br />06077C0490F
<br />DATED OCTOBER 16, 2009
<br />ZONE X (SHADED)
<br />ABBREVIATIONS
<br />ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION
<br />wZ vm
<br />ExP. 0 /30/24
<br />CNI,
<br />OFCA
<br />DATE SIGNED: 01/19/24
<br />@
<br />AT
<br />OD
<br />OUTSIDE DIAMETER
<br />AB
<br />AGGREGATE BASE
<br />P
<br />PAVEMENT
<br />ABS
<br />ACRYLONITRILE -BUTADIENE -STYRENE
<br />PC
<br />POINT OF CURVATURE
<br />AC
<br />ASPHALT CONCRETE
<br />PCC
<br />POINT OF COMPOUND CURVATURE
<br />BCR
<br />BEGINNING OF CURB RETURN
<br />POT
<br />POINT OF TANGENCY
<br />BO
<br />BLOWOFF
<br />PP
<br />POWER POLE
<br />BOC
<br />BACK OF CURB
<br />PRC
<br />POINT OF REVERSE CURVATURE
<br />BOW
<br />BACK OF WALK
<br />PT
<br />POINT
<br />C & G
<br />CURB AND GUTTER
<br />PUE
<br />PUBLIC UTILITY EASEMENT
<br />C,G, & SW
<br />CURB, GUTTER, AND SIDEWALK
<br />PVC
<br />POLYVINYL CHLORIDE
<br />CL
<br />CENTERLINE
<br />PL
<br />PROPERTY LINE
<br />CB
<br />CATCH BASIN
<br />R
<br />RADIAL OR RADIUS
<br />C.B.C.
<br />CALIFORNIA BUILDING CODE
<br />RNV
<br />RIGHT-OF-WAY
<br />CJ
<br />CONSTRUCTION JOINT
<br />RC
<br />ROLL -CURB
<br />CO
<br />CLEANOUT
<br />RCP
<br />REINFORCED CONCRETE PIPE
<br />C.O.S
<br />CITY OF STOCKTON
<br />RET
<br />RETURN
<br />DIA
<br />DIAMETER
<br />RP
<br />RADIUS POINT
<br />DIP
<br />DUCTILE IRON PIPE
<br />RT
<br />RIGHT
<br />DWG
<br />DRAWING
<br />SJC
<br />SAN JOAQUIN COUNTY
<br />EBOW
<br />EXISTING BACK OF WALK
<br />SD
<br />STORM DRAIN
<br />ECR
<br />END OF CURB RETURN
<br />SS
<br />SANITARY SEWER
<br />EL
<br />ELEVATION
<br />SL
<br />STREET LIGHT
<br />EEP
<br />EDGE OF EXISTING PAVEMENT
<br />SW
<br />SIDEWALK
<br />EP
<br />EDGE OF PAVEMENT, EXISTING PAVEMENT
<br />SDMH
<br />STORM DRAIN MAINTENANCE HOLE
<br />ESMT
<br />EASEMENT
<br />SHT
<br />SHEET
<br />EX.
<br />EXISTING
<br />SSMH
<br />SANITARY SEWER MAINTENANCE HOLE
<br />FL
<br />FLOWLINE
<br />STA
<br />STATION
<br />FH
<br />FIRE HYDRANT
<br />STD
<br />STANDARD
<br />FOC
<br />FACE OF CURB
<br />TC
<br />TOP OF CURB
<br />FT.
<br />FEET
<br />TOW
<br />TOP OF WALL
<br />G
<br />GROUND
<br />THRU
<br />THROUGH
<br />GB
<br />GRADE BREAK
<br />TI
<br />TRAFFIC INDEX
<br />HORIZ
<br />HORIZONTAL
<br />TYP
<br />TYPICAL
<br />HP
<br />HIGH POINT
<br />UNO
<br />UNLESS NOTED OTHERWISE
<br />ID
<br />INSIDE DIAMETER
<br />UV
<br />UNDERGROUND VAULT
<br />IN.
<br />INCH
<br />VCP
<br />VITRIFIED CLAY PIPE
<br />LF
<br />LINEAL FEET
<br />VERT
<br />VERTICAL
<br />LH
<br />LAMP HOLE
<br />W
<br />WATER
<br />LP
<br />LOW POINT
<br />WP
<br />WEAKENED PLANE
<br />LT
<br />LEFT
<br />(W)
<br />WEST
<br />LTS
<br />LIME TREATED SUB -BASE
<br />(E)
<br />EAST
<br />MAX
<br />MAXIMUM
<br />(S)
<br />SOUTH
<br />MH
<br />MAINTENANCE HOLE
<br />(N)
<br />NORTH
<br />MIN
<br />MINIMUM
<br />±
<br />PLUS OR MINUS
<br />NO.
<br />NUMBER
<br />NRCP
<br />NON -REINFORCED CONCRETE PIPE
<br />NTS
<br />NOT TO SCALE
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