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SPEC I P I CAT I ONS
<br />1. ALL IMPROVEMENTS TO BE DONE SHALL BE DOME IN AGC.ORDANGE WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE
<br />SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC MORS STANDARD SPECIFICATIONS AND THE LATEST EDITION OF THE STATE OF
<br />CALIFORNIA DEPARTH34T OF TRANSPORTATION, STANDARD SPECIFICATIONS, AND THE REQUIRR-ENT5 OF THE OAKWOOD LAKE
<br />WATER DISTRICT. THE OAKY4009 LAKE WATER DISTRICT FACILITIES SHALL BE IN5TALLEP IN ACCORDANCE WITH THE
<br />CITY OF MANTECA DEPARTMENT OF PUBLIC MORK5 STANDARD SPECIFICATIONS.
<br />2. BENCHMARK: CITY OF HANTECA BENCHMARK NO. 71, 2' BRA55 GAP LOCATED APPROXIMATELY 25 FEET NORTH OF THE
<br />NORTHEAST CORNER OF SECTION 11, TOWNSHIP 2 SOUTH, RANGE 6 EAST, MOUNT DIABLO MERIDIAN, AT THE INTERSECTION OF
<br />WcKINLEY AVENUE AND BRONZAN ROAD.
<br />ELEVATION = 16.703, U.5.6.5. DATUM.
<br />3. SOILS REPORT: THE 6EOTEGHNICAL SERVICES REPORT FOR THE PROPOSED OAKW00D LAKE DEVELOPMENT, MOODWARD AVENUE,
<br />MANTECA, CALIFORNIA, AS PREPARED BY KLEINFELDEt, INC., WITH PROJECT NO. 48043.601, DATED OCTOBER 27, 2004, I5
<br />HEREBY HAVE A PART OF THESE PLANS.
<br />4. 77ESE PLANS HAVE BEEN CHECKED BY THE COUNTY OF SAN JOAQUIN AND/OR ITS AUTHORIZED REPW=SENTATIVE, BUT SUCH
<br />CHECKING AND/OR APPROVAL DOES NOT NEVE THE DEVELOPER FROM HIS RESPONSIBILITY TO CORRECT ERRORS, OMISSIONS
<br />OR MAKE C4AN6E5 REQUIRED BY CONDITIONS DISCOVERED IN THE FIELD DURING THE COURSE OF CONSTRUCTION.
<br />S. IF A CONFLICT OCCURS BETWEEN THE SAN JOAQUIN COUNTY DE516N AND CONSTRUCTION STANDARDS AND THE RECOMMENDATIONS
<br />BY THE DES16N ENGINEER AND/OR SOILS HN6INEER, THE MORE STRINGENT SHALL APPLY AS DIRECTED BY THE DIRECTOR OF
<br />PUBLIC WORKS.
<br />6. GUARANTEE: THE COMPLETED PROJECT, INCLUDING ALL WORK, MATERIALS, DEVICES AND EQUIPMENT, SHALL BE 6UARANTE D
<br />BY THE DEVELOPER AGAINST FAULTY WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE
<br />BY THE DIRECTOR OF PUBLIC WORKS. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL REPAIR AND/OR REPLACEMENTS
<br />INCLUDING ALL LABOR, MATERIALS, EQUIPMENT, DEVICES, PLANT AND OTHER ITEMS OF WORK NECESSARY. TO SECURE
<br />TH15 6UARANTEE, A BOND OR OTHER SECURITY SHALL BE PROVIDED IN THE AMOUNT OF 20% OF THE VALUE OF THE WORK
<br />ESTIMATED BY THE EN6INEER. SAID BOND SHALL CONTINUE IN FULL FORGE AND EFFECT FOR A PERIOD OF ONE YEAR
<br />FROM THE DATE OF THE FORMAL ACCEPTANCE OF THE WORK BY THE DIRECTOR OF PUBLIC MORES OR BOARD OF SUPERVISORS.
<br />7. INSPECTION DURING CONSTRUCTION, ANY I42ROV13IE/T5 CONSTRUCTED TO THESE SPECIFICATIONS AND WHICH IT IS
<br />INTENDED THAT THE COUNTY OR A HOMEOWNERS A-55OCIATION WILL ASSUME MAINTENANCE RESPONSIBILITY, MUST BE
<br />INSPECTED DURING CONSTRUCTION BY AN AUTHORIZED AGENT OF THE DEVELOPER AND DIRECTOR OF PUBLIC WORKS. EACH
<br />PHASE OF CONSTRUCTION MUST BE INSPECTED AND APPROVED PRIOR TO PROCEEDIN6 TO THE SUBSEQUENT PHASES.
<br />ANY IMPROVEMENTS CONSTRUCTED WITHOUT INSPECTION AS PROVIDED ABOVE OR CONSTRUCTED CONTRARY TO THE ORDERS
<br />OR INSTRUCTIONS OF THE AUTHORIZED AGENT OF THE DEVELOPER OR DIRECTOR WILL BE DEEMED AS NOT COMPLYIN6
<br />WITH THE SAN JOAQUIN COUNTY STANDARDS AND SPECIFICATIONS, AND WILL NOT BE ACCEPTED BY SAN JOAQUIN COUNTY'
<br />FOR MAINTENANCE PURPOSES.
<br />THE DEVELOPER MILL HAVE COMPACTION TESTS TAKEN ON ALL LOTS WHERE THE DEPTH OF FILL 15 6REATER THAN
<br />SEVEN (7') INCHES AND WITHIN THE STREETS. RE -TESTS THAT ARE TILE RESULT OF THE CONTRACTOR'S FAILURE TO
<br />COMPACT THESE AREAS AS REQUIRED WILL BE BORNE BY THE CONTRACTOR.
<br />THE COUNTY DEPARTMENT OF PUBLIC MORKS WILL PERFORM FIELD INSPECTIONS FOR 77415 PROJECT. THE OAKMOOD LAKE
<br />WATER DISTRICT WILL PERFORM FIELD INSPECTIONS FOR THE INSTALLATION OF THE SANITARY SEER, DOMESTIC WATER
<br />AND STORM DRAIN SYSTEMS FOR THIS PROJECT.
<br />THE CIVIL IEN6IN ER, DIRECTOR AND DEVELOPER, OR THEIR MEEN7S, SHALL AT ALL TIMES, HAVE ACCESS TO THE WORK
<br />DURIN6 175 CONSTRUCTION, AND SHALL BE FURNISHED WITH EVERY REASONABLE FACILITY FOR ASCERTAINING THAT
<br />THE MATERIALS AND THE WORKMANSHIP ARE IN ACCORDANCE WITH THE REQUIREMENTS AND IN7ENTION5 OF THESE
<br />SPECIFICATIONS, SPECIAL PROVISIONS, AND PLANS. ALL WORK DONE AND ALL MATERIALS FURNISHED SHALL BE SUB..EGT
<br />TO REVIEW. THE REVIEW OF THE WORK OR MATERIALS SHALL NOT RELIEVE THE CONTRACTOR AND DEVELOPER OF ANY
<br />OF THEIR OBLIOATION5 TO FULFILL THEIR CONTRACT AS PRESCRIBED.
<br />B. FINAL REVIIM: UPON GOMPItION OF ANY IMPROVEIEIT5 WHICH ARE CONSTRUCTED UNDER AND IN GONFORMANK.E WITH
<br />THE STANDARD SPECIFICATIONS, AND PRIOR TO REQ)ESTIN6 FINAL INSPECTION, THE AREA SHALL BE THOROU64-LY
<br />GLEANED OF ALL RUBBISH, EXCESS MATERIAL AND EQUIPMENT, AND ALL PORTIONS OF THE MORK SHALL BE LENT IN A
<br />NEAT AND ORDERLY CONDITION, SATISFACTORY TO THE DIRECTOR AND THE DEVELOPER.
<br />WITHIN TEN (10) DAYS AFTER RECEIVING THE REQUEST FOR FINAL INSPECTION, THE DIRECTOR SHALL INSPECT THE
<br />NOW. THE DEVELOPER, OR HIS AUTHORIZED NATIVE, WILL BE NOTIFIED IN MRITIN6 AS TO ANY PARTICULAR
<br />DEFECTS OR DEFICIENCIES TO BE REMEDIED. THE CONTRACTOR SHALL PROCEED TO CORRECT ANY SUCH DIEFECTS OR
<br />DEFICIENCIES AT THE (EARLIEST POSSIBLE DATE. AT SUCH TIME, AS THE MORK HAS BEEN COMPLETED, A SECOND
<br />INSPECTION SHALL BE MADE BY THE DIRECTOR TO DETf9;a4INE IF THE PREVIOUSLY MENTIONED DEFECTS HAVE BEEN
<br />REPAIRED, ALTERED AND COMPLETED IN ACCORDANCE WITH THESE STANDARDS AND SPECIFICATIONS.
<br />MHEN THE MORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, THE DIRECTOR
<br />WILL RECOMMEND ACCEPTANCE OF THE MORK TO THE BOARD OF 5UPERV`ISOR5. THE DIRECTOR WILL NOTIFY, IN WITIN6,
<br />THE DEVELOPER, OR HIS AUTHORIZED REPRESENTATIVE, AS TO THE DATE OF APPROVAL AND FINAL ACCEPTANCE.
<br />q. CHANGES ON PLANS AND SPECIFICATIONS: ANY GHAN6E5 TO THE APPROVED IMPROVEMENT PLANS AND SPECIFICATIONS
<br />FAUST BE PREPARED AND CERTIFIED BY THE CIVIL EN5INEER, AND SHALL BE SUBMITTED TO THE DIRECTOR FOR APPROVAL
<br />PRIOR TO IMPLEMENTATION.
<br />10. THE CONTRACTOR SHALL KEEP HIMSELF FULLY INFORMED OF ALL EXISTING AND FUTURE STATE AND 1TVFRAL LAWS AND ALL
<br />COUNTY, MUNICIPAL AND SPECIAL DISTRICT ORDINANCES AND REGULATIONS MUCH IN ANY MANNER AFFECT TF10S.�E ENGAGED OR
<br />EMPLOYED IN THE MORK, OR THIS MATERIALS USED IN THE MORE, OR MHICH IN ANY WAY AFFECT THE CONDUCT OF THE MORK,
<br />AND OF ALL SUCH ORVER5 AND DECREES OF BODIES OR TRIBUNALS HAVING ANY JURISDICTION OR AUTHORITY OVER THE SAME.
<br />THE CONTRACTOR SHALL AT ALL TIMES OBSERVE AND COMPLY WITH, AND SHALL CAUSE ALL HIS AGENTS AND EMPLOYEES TO
<br />OBSERVE AND COMPLY WITH ALL SUCH EXISTING AND FUTURE LAWS, ORDINANCES, REGULATIONS, ORDERS AND DEGREES OF
<br />BODIES OR TRIBUNALS HAVIN6 ANY JURISDICTION OR AUTHORITY OVER THE MORE; AND SHALL PROTECT AND INDEMNIFY SAN
<br />JOAQUIN COUNTY AND THE OWNER, AND ALL OFFICERS AND EMPLOYEES THEREOF CONNECTED WITH THE WORK, INCLUDING THE
<br />E INS, A6AIN5T ANY CLAIM OR LIABILITY ARISIN5 FROM OR BASED ON THE VIOLATION OF ANY SUCH LAW, ORDINANCE,
<br />RE6ULATION, ORDER, OR DECREE, WHETHER BY HIMSELF OR HIS EMPLOYEE=S. IF ANY DISCREPANCY OR INCONSISTENCY IS
<br />DISC.OVEEP IN THE PLANS, SPECIFICATIONS, OR CONTRACT FOR THE NOW IN RELATION TO ANY SUCH LAW, ORDINANCE,
<br />REGULATION, ORDER, OR DEGREE THE CONTRACTOR SHALL FORTHWITH REPORT THE SAME TO THE ENGINEER IN MRITIN6.
<br />It. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ANY MOW PERFORMED BY THE CONTRACTOR OR OWNER BASED ON PLANS M41CH
<br />HAVE NOT BEEN 51674 AND SEALED BY THE EJ6INEER AND APPROVED BY THE CITY OR COUNTY HAVING JURISDICTION. ALL
<br />INFORMATION SHOW ON PRELIMINARY DRAWINGS IS SUBJECT TO CORRECTION AND CHAN6E, AND THE CONTRACTOR OR OWER
<br />SHALL PERFORM ANY AND ALL WORK AT THEIR OWN RISK.
<br />12. ALL DISTANCES AND W-ASUREM54TS ARE 67VEN AND WILL BE MADE IN A HORIZONTAL PLANE. 6RADE WILL BE 67VEN FROM THE
<br />TOP OF NAILS OR STAKES, UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL PKZE=5ERVE ALL POINTS AND STAKES SET FOR
<br />LIKES AND 6RADE5 OR MEASUREMENTS OF THE MOR:, IN THEIR PROPER LOCATION UNTIL AUTHORIZED TO IREMOVE THEM BY THE
<br />EN61 Nom. ALL EXPENSES INCURRED IN REPLAG I N6 STAKES THAT HAVE BEEN REMOVED WITHOUT PROPER AUTHORITY SHALL BE
<br />PAID FOR BY THE 6ENERAL CONTRACTOR.
<br />13. THESE PLANS HAVE BEEN PREPARED WITH THE INTENT THAT ASSOCIATED E167NEERIN6 6ROUP, INC. WILL PERFORM THE
<br />CONSTRUCTION STAKING FOR THE COMPLETE PRO.EGT. THE CONTRACTOR SHALL PROVIDE ASSOCIATED E46INEERIN& 6ROUP, INC.
<br />WITH FORTY-E1614T HOURS ADVANCE NOTICE OF STAKING NERDS. ANY STAKING REQUESTED BY THE CONTRACTOR OR THEIR
<br />SUBCONTRACTORS THAT IS ABOVE AND BEYOND THE A6REEP UPON STAKING REQUEST SHALL BE SUBJECT TO AN EXTRA BACK
<br />CHAR5E TO THE CONTRACTOR / CLIENT. IF ANOTHER FIRM OR AGENCY IS EPLOYED TO USE THESE PLANS FOR THE PURPOSE
<br />OF CONSTRUCTION STAKIN6, NOTICE IS 1 Y 6IVEN THAT ASSOCIATED EN&INERIN6 6ROUP, INC. WILL NOT ASSUME ANY
<br />RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH M16HT OCCUR AND WHICH COULD HAVE BEEN AVOIDED,
<br />CORRECTED OR HIT16A7ED IF ASSOCIATED EN&INEERIN& 6ROUP, INC. HAD PERFORMED THE STAKING NOW.
<br />14. Y'AIE17E TILE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE NOW IN 6EERAL TERMS, BUT NOT IN COMPLETE DETAIL,
<br />IT IS UNDERSTOOD THAT ONLY 7741E BEST 6E62AL PRACTICE IS TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF
<br />THE FINEST QUALITY ARE TO SE USIE).
<br />15. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE OF CALIFORNIA WATER RESOURCES CONTROL BOARD
<br />(50RC.B) , ORDER NO. 4Y2 -06 -PM, NPDES 6EERAL PERMIT NO. GA5OO0002. THE CONTRACTOR SHALL IMPLEMENT AND MONITOR
<br />THE STORM WATER POLLUTION PREVENTION PLAN (SNPPP) IN ACCORDANCE WITH THE 5MRCB RE6LULATIOVS.
<br />16. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL SAFETY RE6ULATION5 PERTAININ6 TO HIS
<br />OPERATIONS. HE SHALL PROVIDE ALL L16HT5, 516N5, BARRICADES, FLA6 MEN OR OTHER DEVICES NECESSARY FOR PUBLIC
<br />SAFETY. THE CONTRACTOR'S ATTENTION 15 CALLED TO THE REQUIRE,ENTS OF TITLE B OF THE CALIFORNIA ADMINISTRATIVE
<br />CODE, SUBCHAPTER 4, ARTICLE 6, 'EXCAVATIONS, TRENCHES, EARTHWORK."
<br />17. INDEMNITY CLAUSE, CONTRACTOR A6R E5 TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB5ITE CONDITIONS DURING
<br />THE COURSE OF CCNNSTRUGTION OF THIS PROJECT, INGLUDIN6 SAFETY OF ALL PERSONS AND PROPERTY; THIS
<br />REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL MORKIN6 HOURS; AND THAT THE CONTRACTOR
<br />SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS, THE COUNTY OF SAN JOAQUIN, ITS ELECTED OFFICIALS, OFFICERS,
<br />EMPLOYEES, AND AGENTS FROM ANY AND ALLCLAINS, COSTS OF LITI6ATIOV, DAKME5, AND ATTOREY'S FEES, FOR PERSONAL
<br />INJURY OR PROPERTY DAMA6E OF WHATEVER NATURE WHICH ARE CLAIMED TO HAVE OCCURRED DURING THE TERM OF THIS
<br />PROJECT,
<br />16. APPROPRIATE DUST CONTROL SHALL BE PROVIDED FOR THE ALLEVIATION OR PREVENTION OF DUST NUISANCE AS REQUIRED SY
<br />THE COUNTY OF SAN JOAQUIN, AT THE CONTRACTOR'S EXPENSE. 714E CONTRACTOR SHALL IMPLEMENT A DUST CONTROL PRO&RAM
<br />AS PART OF THE MEASURES REQUIRE) BY THE E.I.R. (CHAPTER 4.6) FOR AIR QUALITY CONTROL AND THE R WIR MENTS OF
<br />PM 10 AND 77,E BEST AVAILABLE CONTROL MEASURES (BACH) APPROVED BY THE BOARD. THE PR06PAN SHALL INSURE THAT, AT
<br />THE PUBLIC WORKS DIRECTOR'S DISCRETION, A WATER VEHICLE FOR DUST CONTROL OPERATIONS 15 KEPT READILY AVAILABLE
<br />AT ALL TIMES DURIN6 CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE THE PUBLIC MORKS DIRECTOR AND BUILDIN6
<br />OFFICIAL WITH THE NAME AND TELEPHONE NUMBER OF THE PEF50N DIRECTLY RESPONSIBLE FOR DUST CONTROL AND OPERATION
<br />OF 774E WATER VEHICLE.
<br />19. THE EXISTING UTILITIE5 ARE PLOTTED FROM AVAILABLE RECORDS OR FIELD LOCATIONS MEN P0551BLE. THE CONTRACTOR
<br />-SHALL LOCATE AND PRESERVE ALL EXI5TIM65 FACILITIES INCLUDING OAS, WATER, IRRIGATION, PONER, TELEPHONE, SB ER
<br />OR OTHERS MICH MAY BE PRESENT IN THE AREA OF CONSTRUCTION. THE RESPECTIVE UTILITY COMPANIES SHALL BE
<br />NOTIFIED PRIOR TO BE6INNIN6 WORK.
<br />20. THE EXISTING UTILITIES SHALL NOT BE INTERRUPTED UNTIL THE UTILITY COMPANY HAS PROVIDED ALTERNATIVE SERVICE
<br />FACILITIES. THE CONTRACTOR SHALL COOPERATE AND COORDINATE HIS WORK WITH THE APPROPRIATE A6E4GIE5 AND UTILITY
<br />COMPANIES.
<br />21. ALL CONSTRUCTION STAKIN6 FOR 6RADIN6, CURBS AND 6UTTERS, SIDEWALKS, SANITARY 5EWER6, STORM DRAINS, WATER
<br />LINES, FIRE HYDRANTS, ELEGTROLIERS, ETC. SHALL BE DONE BY A RE675TERED CIVIL ENGINEER OR LICENSED LAND
<br />SURVEYOR.
<br />22. PRIOR TO TRENCHING FOR ANY SEWER, WATER OR STORM DRAIN PIPE, THE CONTRACTOR SHALL VERIFY, IN THE FIELD, THE
<br />SIZE AND LOCATION OF THE EXISTIN6 PIPE AT THE POINT OF CONNECTION. ANY DEVIATION FROM THE PLANS SHALL BE
<br />RESOLVED BY THE DE5I6N ENGINEER PRIOR TO TREJGHIN6. ANY DAMAGE CAUSED BY TRENCHING TO EXISTING UNDER6ROUND
<br />UTILITIES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
<br />23. ALL TREIGHES SHALL BE BACKFILLED IN ACCORDANCE WITH SAN JOAQUIN COUNTY STANDARD DETAILS. COMPACTION SHALL BE
<br />ACHIEVED BY MECHANICAL MEANS. NO FLOODIN6, PONDIN6, OR JETTING SHALL BE PER1k1IT7H7 UNLESS APPROVED BY THE
<br />DIRECTOR OF PUBLIC WORKS IN NRITIN6.
<br />24. TE5TIN6,
<br />A. ALL INDEPENDENT LABORATORY INSPECTIONS GALLED FOR BY THE DIRECTOR OF PUBLIC MORES WILL BE PAID FOR BY THE
<br />DEVELOPER OR CONTRACTOR.
<br />B. ROADWAY SUB -GRADE, SUB -BASE, BASE, AND TRENCH BACKFILL COMPACTION TESTING SHALL BE PERFORMED BY A LICE16M
<br />SOILS ENGINEER, AT THE DEVELOPERS EXPENSE.
<br />G. TESTS FOR R -VALUES ARE REQUIRED PRIOR TO THE INSTALLATION OF BASE ROCK.
<br />D. A MINIMUM OF 49 HOURS NOTICE 15 REQUIRED TO SCHEDULE ALL SOILS TESTIN6 SERVICES.
<br />25. ASSEST05 CEMENT PIPE (ACP) OR VITRIFIED CLAY PIPE (VCP) OR ITS FITTIN65 SHALL NOT BE USED WITHIN SAN JOAQUIN
<br />COUNTY.
<br />26. THE FULL STRUCTURAL SECTION OF THE MAJOR STREET SHALL BE CONTINUED THROUGH THE INTERSECTIONS.
<br />27. TRAFFIC CONTROL DEVICES AND INSTALLATIONS SHALL BE IN CONFORMANCE WITH M. U. T. G. D., SECTION IV BY THE U.S.
<br />DEPARTMENT OF TRANSPORTATION AND THE CALIFORNIA SUPPLEMENT TO THE M. U. T. G. D., AND MUST MEET THE COUNTY STANDARDS.
<br />28. IF, DURING CON5TRUGTION, ARGMAEOL.GKIGAL REMAINS ARE ENCOUNTERED, CONSTRUCTION IN THE VICINITY SHALL BE HALTED,
<br />AND AN ARGHAEOL0515T CONSULTED, AND THE COUNTY PUBLIC WORKS DEPARTMENT NOTIFIED. IF, IN THE OPINION OF THE
<br />ARGHAEOL05IST, THE REMAINS ARE SIGNIFICANT, MEASURES AS MAY BE REQUIRED BY THE DIRECTOR OF PUBLIC WORKS,
<br />SHALL BE TAKEN TO PROTECT 774EM.
<br />29. DISPOSAL OF WATER INTO THE SANITARY SENER SYSTEM 15 STRICTLY PROHIBITED.
<br />30. THE CONTRACTOR SHALL MAINTAIN ALL STREETS, SIDEWALKS, AND ALL OTHER PUBLIC RI6HTS-OF-WAY IN A GLEAN, SAFE AND
<br />USABLE CONDITION THROU6HOUT THE COURSE OF CONSTRUCTION. ALL SPILLS OF SOIL, ROCK, CONSTRUCTION DEBRIS, ETC.,
<br />SHALL BE REMOVED IMMEDIATELY FROM PUBLICLY OWNED PROPERTY. ALL ADJACENT PROPERTY, PRIVATE OR PUBLIC, SHALL BE
<br />MAINTAIN IN A GLEAN, SAFE AND USABLE CONDITION. THE CONTRACTOR SHALL PROVIDE FOR SAFE, UNOBSTRUCTED ACCESS
<br />TO PRIVATE PROPERTY ADJACENT TO MOR: TH1d0U6H0UT THE PERIOD OF CONSTRUCTION. THE CONTRACTOR -SHALL PROVIDE THE
<br />PUBLIC WORKS DEPARTMENT THE NAME AND TELEPHONE NUMBER OF PERSON AVAILABLE 24 HOURS A DAY IF PROBLEMS OR
<br />CONDITION IS NOT MET.
<br />31. ALL TRASH, CONSTRUCTION DEBRIS AND MATERIALS SHALL BE CONTAINED WITHIN THE CONSTRUCTION AREA UNTIL OFF-SITE
<br />DISPOSAL CAN BE ARRANGED.
<br />32. THE CONTRACTOR SHALL KEEP ADJOINING PUBLIC STREETS AND PARKING AREAS FR!EE AND CLEAN OF PROJECT DIRT, MUD AND
<br />MATERIALS DURIN6 THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE 1RE5PON5IME FOR CORRECTIVE MEASURES A5
<br />DIRECTED BY THE PUBLIC WORKS IN5PECTOR AT NO EXPENSE TO THE COUNTY.
<br />33. THE APPLICANT SHALL ALERT CONSTRUCTION PERSONNEL. OF THE POSSIBILITY OF BURIED CULTURAL RESOURCES, HUMAN
<br />REMAINS AND OTHER SUCH CULTURAL RESOURCES AND SHALL IMMEDIATELY COMPLY WITH ALL REQUIREMENTS CONTAIN IN THE
<br />EIR, INCLUDIN6 THE STOPPA6E OF ALL MORE, NOTIFICATION OF THE NATIVE AMERICAN NITA6E COMMISSION AND THE SAN
<br />JOAQUIN COUNTY CORONER, AS APPLICABLE.
<br />34. MVEN WIDEIIN6 THE PAVEMENT ON AN EXISTIN6 ROAD, THE ECISTIN& PAVEMENT SHALL BE SAWCUT TO A NEAT LIME AND
<br />REMOVED BACK TO AN EXI5TIN5 SOUND STRUCTURAL SECTION AS DETERMINED BY THE CITY INSPECTOR. AN EXPLORATORY
<br />TRENCH, OR POTHOLING, MAY BE REQUIRED TO DETERMINE THE LIMITS OF PAVEMENT REKNAL. THE CONTRACTOR SHALL
<br />OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF MANTECA PRIOR TO BE6INNIN6 ANY MORK ON MOODMARV AVENUE.
<br />35. STREET 5TRIPIN6 -SHALL INCLUDE STOP BARS, LE6EJD5, CENTERLINE STRIPING RUI ECTIVE PAVEMENT MARia RS, OWS50VALKS
<br />AND ALL OTHER MARKIN65 REQUIRED BY THE DIRECTOR OF PUBLIC WORKS. ALL STRIPING SHALL BE DONE WITH THE3a10PL.ASTIG
<br />AND REFLECTIVE MARCEk5. ALL STRIPING -SHALL BE GAT-TRAGC® PRIOR TO FINAL INSTALLATION. FINAL INSTALLATION WILL
<br />BE ALLOYED ONLY AFTER APPROVAL OF THE STRIPIN6 LAYOUT BY THE PUBLIC WORKS CONSTRUCTION INSPECTOR.
<br />36. FINAL PAVEMENT WORK SHALL NOT OCCUR WITHIN THE ROAD R16HT-OF-WAY PRIOR TO THE COMPLETION OF UTILITY
<br />RELOCATIONS WITHOUT THE SPECIFIC APPROVAL OF THE DIRECTOR OF PUBLIC MORKS.
<br />37. THE THICKNESS OF SUBBASE, BASE, AND SURFAGINN6 SHALL BE A5 APPROVED ON TILE IMPROVEMENT PLANS. SER 774E STREET
<br />SECTIONS CHART.
<br />36. FOG SEAL AT ASPHALT CONCRETE. THE TYPE OF F06 SEAL USED SHALL BE PER SECTION 37 OF CALTRANS STANDARD
<br />SPECIFICATIONS LATEST EDITION AND AS APPROVED BY SAN JOAQUIN COUNTY PRIOR TO USE.
<br />39. THERE SHALL BE A 2% CROSS 51 -OPE ON THE CONSTRUCTION OF ALL NEW STREETS.
<br />40. ALL TERMINATED STNS WITHOUT A CUL -DE -SAG SHALL HAVE A BARRICADE INSTALLED IN ACCORDANCE WITH STANDARD
<br />DETAIL R-24 OF THE STANDARD DETAILS. A TEMPORARY TURN -AROUND 15 REQUIRED.
<br />41. ALL MANHOLE RIMS, LAMPHOLE5, VALVES AND MONUMENT BOXES, ETC. SHALL BE AD._1U57ED TO FINISH 6RADE AFTER STREET
<br />PAVING BY THE UNDER15ROUND CONTRACTOR AFTER THE FINAL PAVING COURSE 15 PLACID, UNLESS 07HERfISE NOTED. COST
<br />FOR THIS WORK SHALL BE INCLUDED IN THE UNIT PRICES FOR MANHOLES.
<br />42. UTILITY BOXE5 SET IN PAVED STREETS SHALL HAVE H-20 LIDS.
<br />6RADI N6 N07E-5
<br />43. ALL 6RADIN& SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER THEIR DIRECTION. THE SOILS
<br />ENGINEER SHALL INSPECT AND TEST THE PLACIMENT OF FILLS. THE SOILS ENk51NEEER SHALL SUBMIT A SOILS REPORT AND
<br />REQUIREMENTS AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADIN& OPERATIONS THE
<br />SOILS EJ61NEER SHALL STATE IN A W ORT TO THE COUNTY OF SAN JOAQUIN THAT INSPECTIONS AND TESTS Y6RE MADE BY HIM
<br />OR UNDER HIS -SUPERVISION AND THAT IN HIS OPINION ALL FILLS ARE COMPACTED TO THE REQUIRED RELATIVE DENSITY AND ARE
<br />ACCEPTABLE FOR THEIR INTENDED USE.
<br />44. THE CONTRACTOR SHALL LIMIT TRAFFIC SPEEDS ON ANY UNPAVED SURFACES TO 15 MILES PER HOUR TO LOM THE AMOUNT OF
<br />DUST CREATED.
<br />45. THE CONTRACTOR -SHALL SUSPEND EXCAVATION AND 6RADIN6 ACTIVITIES MEN THE WINDS EXCEED 20 MILES PER HOUR.
<br />46. DEVELOPER/CONTRACTOR'S MOW SHALL BE IN ACCORDANCE WITH THE SJVAPGD 6UIDELINES, INCLUDIN& SJNAfPCD REGULATION VIII
<br />AND IMPLEMENT CONTROL MMEASUR'ES BASED ON SJVAPGD'S COMPLIANCE ASSISTANT BULLETIN FOR -SHORT TERM IMPACTS. SJVAPGD
<br />SHALL BE CONTACTED TO DISCUSS MITI6ATION MEASURES AND IMPLEMENENT MEASURES FROM TABLE 6-4 OF THE 6VIDE FOR
<br />ASSESSIN6 AND MITI6ATIN6 AIR QUALITY IMPACTS.
<br />UTILITIES
<br />47. ALL MORK SHALL BE DONE IN ACI.ORDANCE WITH THE COUNTY OF SAW JOAQUIN'S STANDARD SPECIFICATIONS, THE OAKM" LAKE
<br />WATER DISTRICT AND THE LATEST EDITION OF THE UNIFORM PLUMBIN6 CODE.
<br />49. THE CONTRACTOR SMALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 9, SECTION 6705, 6706, AND 6707 OF THE STATE LABOR
<br />CODE.
<br />4q. THE CONTRACTOR -SHALL SUBMIT FOR APPROVAL A DETAILED PLAN SHOWING THE DESI6N OF SHORING, BRAGIN6, 5LOPIN5, OR
<br />OTHER PROVISIONS TO BE MADE FOR WORKER PROTECTION FOR ALL AREAS TO BE EXCAVATED TO A DEPTH OF FIVE FEET OR MORE.
<br />IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS, THE PLANS SHALL BE PREPARED BY A RE6I5TER D CIVIL OR
<br />STRUCTURAL EJ61NEER.
<br />50. ALL TRENCHES SHALL BE BACKFILLED IN ACCORDANCE WITH SAN JOAQUIN COUNTY STANDARD DETAILS. COMPACTION
<br />SHALL BE ACHIEVED BY MECHANICAL MEANS. NO FiDODINN6, PONDIN6, OR JETTIN6 SHALL BE PERMITTED UNLE55
<br />APPROVED) BY THE OAKWOOD LAKE WATER DISTRICT E C71NEER IN NRITTIN6. REFER TO THE P.V.G. SANITARY SE31ER
<br />TRENCH SECTION ON SHEET 4 FOR ADDITIONAL REQUIREMENTS FOR THE EMBEDMENT ZONE BACKFILL.
<br />51. ALL PLASTIC PIPES INSTALLED SHALL HAVE TRACE WIRE INSTALLED A5 PER THE SAN JOAQUIN COUNTY STANDARDS.
<br />STORM DRAIN
<br />52. R.G.P. STORM DRAIN LINES AS SFVM ON THE PLANS SHALL BE CLASS 111 OR H76HER REINFORCED CONCRETE PIPE. USE RUBBER
<br />6A5KETEV JOIN75 COWOWIN6 TO THE MWIRRIENT5 OF ASTM DE5I6NATIONS G-76 AND G-443 AND CHAPTER 3 OF THE COUNTY STANDARD
<br />SPECIFICATIONS. WHERE THE PLANS SHOW R.G.P. STORM DRAINS, 16 INCHES OR SMALLER IN DIAMETER, THE CONTRACTOR MAY USE
<br />POLYVINYL CHLORIDE PIPE CONFORMING TO ASTM D-3034, SDR 35, WITH RUBBER SFALIN6 RIN65 FELTING A5TM D-3212
<br />'JOINTS FOR DRAINS AND 56 PIPES USIN6 FLEXIBLE EASTOMERIC SEALS' A5 PER THE SAN JOAQUIN COUNTY STANDARDS.
<br />BACKFILL OF P.V.G. STORM DRAIN LINE5 SHALL BE IN ACCORDANCE WITH THE BACKFILL REQUIREMENTS OF THE P.V.G.
<br />SANITARY 56VER LINES, A5 PER THE DETAIL ON SHEET 4 OF THESE PLANS. UNLESS NOTED ALL STORM DRAIN MANHOLES
<br />ARE TYPE I (STANDARD DETAIL CW -57) AND ALL CURB INLETS ARE TYPE 1 (STANDARD DETAIL D-13). A SADDLE -TYPE
<br />MANHOLE (STANDARD DETAIL D-16) SHALL SE USE32 FOR ALL PIPES 6REATER THAN 33' IN DIAMETER.
<br />53. ALL ON-SITE STORM DRAIN INLETS MUST BE LABELED 'NO DUMPING - DRAINS TO DELTA' USIN6 AN APPROVED METHOD.
<br />54. THE CONTRACTOR 15 TO BE RESPONSIBLE FOR ALL TESTING OF STOW DRAIN FACILITIES.
<br />Wd-,"CO
<br />55. WATER LINES SHALL BE A MINIMUM OF 10 FEET FROM SEER MAINS. CROSSIN65 SHALL MEDT STATE HEALTH STANDARDS. _50
<br />LINE NEEDS TO SE BEAM MATER LINE.
<br />m
<br />m
<br />56. THE CONTRACTOR I5 TO BE RESPONSIBLE FOR ALL TE5TIN(5 AND DISINFECTION OF MATER LINES IN CONFORMANCE WITH THE
<br />REQUIREMENTS OF THE OAK)COP LAKE WATER DISTRICT PRIOR TO FINAL ACCEPTANCE. ALL WATER LINES SHALL BE PRESSURE
<br />TESTED, DISINFECTED, FLUSHED AND TESTED FOR BACTERIA IN CONFORMANCE WITH SECTION 4, OF THE SAN JOAQUIN COUNTY
<br />STANDARDS PRIOR TO FINAL ACCEPTANCE BY THE WATER DISTRICT.
<br />57. ACTUAL CONNECTIONS TO EXISTING WATER DISTRICT MATTER LINES WILL NOT BE PERMITTED PRIOR TO THE COMPLETION OF
<br />STERILIZATION AND TESTING OF WATER MAINS. ALL EXISTIN6 WATER VALVES ARE TO BE OPERATED UNDER THE DIRECTION OF THE
<br />WATER DISTRICT ONLY.
<br />58. HATER? -SERVICES SHALL BE I' DIAMETER PLASTIC PIPE AS PER SAN JOAQUIN COUNTY STANDARD SPECIFICATIONS AND STANDARD I z
<br />DETAIL CM -M9. 0
<br />F
<br />59. THE LOCATION OF PATER SERVICES IN NEW SUBDIVISIONS SMALL BE MARKED BY THE CONCRETE CONTRACTOR WITH THE LETTER 'W'
<br />STAMPED ON THE BACK OF 51DFJNALK OR ON THE TOP OF CURB. THE UNDERSPOUND CONTRACTOR SHALL PROVIDE SUFFICIENT U
<br />RECORDS AND SHALL LEAVE ADEQUATE MARTS IN THE FIELD FOR THE CONCRETE CONTRACTOR TO ACCURATELY STAMP 71-E LETTER 'W' o
<br />FOR ALL WATER SERVICES, PRIOR TO PLACING ANY SIDEWALK OR CVRB AND 6UTTHR. THE CONCRETE CONTRACTOR SHALL VERIFY
<br />THE LOCATIONS OF ALL DRIVEKAYS, AND WATER SERVICES BEFORE POURING THE CURB, AND FURNISH TO THE SAN JOAQUIN COUNTY
<br />FIELD INSPECTOR SHOWIN6 HE HAS ADEQUATE INFORMATION TO ACCURATELY FIELD LOCATE AND MARK THE LETTER 'W' TO BE H
<br />STAMPED IN HIS NOW. ¢o
<br />60. FIRE HYDRANTS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH ONE SAN JOAQUIN COUNTY
<br />STANDARD SPECIFICATIONS AND STANDARD DETAIL CW -W16. HYDRANTS SHALL BE LONG BEACH 425 OR EQUAL WITH I - 4 1/2' AND zz
<br />1 2 1/2' OUTLET.
<br />En
<br />5ANITARY SEWER Eu�
<br />61. 6RAVITY 50 PIPE: P.V.G. PIPE AS SHONN ON 77E PLANS SHALL BE POLYVINYL CHLORIDE PIPE GONFORNIN6 TO ASTM D-3034,
<br />SDR 35, MI774 RUBBER SEALING RIN65 MEETING ASTM D-3212 'JOINTS FOR DRAINS AND SEVER PIPES USING FLEXIBLE
<br />ELASTOMERIG SEALS' OR AN APPROVED EQUAL.
<br />62. 51362 LATERALS SHALL BE 4' IN DIAMETER, AND SHALL INCLUDE A GLEAN -OUT AT I FOOT MINIMUM TO 2 FELT MAXIMUM BEHIND
<br />THE BACK OF SIDEWALK. SEE PLANS FOR LOCATIONS AND DRAMIN6 NO. 5-7A.
<br />63. THE LOCATION OF SEWER SERVICES IN NEW SUBDIVISIONS -SHALL BE HARKED BY THE CONCRETE CONTRACTOR WITH THE LETTER 'S'
<br />STAMPED ON THE BACK OF SIDEWALK OR ON THE TOP OF CURB. THE UNVER6ROUND CONTRACTOR SHALL PROVIDE SUFFICIENT
<br />RECORDS AND SHALL LEAVE ADEQUATE MARTS IN THE FIELD FOR THE CONCRETE CONTRACTOR TO ACCURATELY STAMP 714E LETTER 05'
<br />FOR ALL 5EWEi2 -SERVICES, PRIOR TO PLAGIN6 ANY SID6VN_K OR CURB AND 6UTTER. THE CONCRETE CONTRACTOR SHALL VERIFY
<br />THE LOCATIONS OF ALL DRIVEWAYS, AND 5062 LATERALS BEFORE POURING THE CURB, AND FURNISH TO THE SAN JOAQUIN COUNTY
<br />FIELD INSPECTOR SHMOWINI6 HE HAS ADEQUATE INFORMATION TO ACCURATELY FIELD LOCATE AND MARK THE LETTER 'S' TO BE
<br />STAMPED IN H15 WORK.
<br />64. SE) FORGE MAIN5 4' AND LAR6IER SHALL BE POLYVINYL CHLORIDE CLASS 200 CONFORMING TO ANOVA G -ADO. DUCTILE IRON
<br />FITTIN65 INGLUDIN& TES, CROSSES, GAPS, ETC. SHALL BE PLAN6E, M£T•HANICAL JOINT OR COMBINATION THEREOF. MECHANICAL
<br />JOINT COUPLINGS SHALL CONFORM TO ANSI A21.10 (AW" 0110-77). ALL COJPLIN66 SHALL BE CEMENT MORTAR LINED IN
<br />ACCORDANCE WITH AMA 0104-60, AND SHALL BE FURNISHED WITH RUBBER RING SEAL JOINTS D1516NED TO BE USED WITH CLASS
<br />200 P. V. G. PIPE, ANNA G-900.
<br />65. SEWER FORCE MAIN LINES SHALL BE INSTALLED WITH 36' MINIMUM COVER FROM FINISH 6RADE.
<br />66. SEVER FORGE MAINS SHALL BE INSTALLED WITH THRUST BLOCKS IN ACCORDANCE MITH THE SAN JOAQUIN COUNTY STANDARDS,
<br />DRAWING NO. CW -M4.
<br />EROSION CONTROL NOTE5
<br />67. ALL WORT: TO BE DOME SHALL BE DONE IN ACCORDANCE WITH THE COUNTY OF SAN JOAQUIN STANDARDS AND THE STATE OF
<br />CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CONSTRUCTION SITE BEST MMANMEENT PRACTICES (HNPs) MANUAL. THE
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURIN6 THAT ALL SUBCONTRACTORS, AND SUPPLIERS ARE AMARE OF, AND IMPLEMENT
<br />ALL STORM WATER QUALITY MEASURES. PAILURE TO COMPLY WITH THE APPROVED CONSTRUCTIONS BMPS WILL RESULT IN THE
<br />ISSUANCE OF GORR5<TION NOTICES, CITATIONS AND/OR A PROJECT STOP ORDER.
<br />6B. THIS EROSION CONTROL PLAN MAS PREPARED AS AN EXHIBIT TO THE STORM WATER POLLUTION PREVENTION PLAN (S.W.P.P.P.)
<br />FOR THE OAKH" LAKE SUBDIVISION, AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD. THE FACILITIES SHOM ON
<br />THIS PLAN ARE DE5IMED TO CONTROL SEDIMENT DURIN6 THE RAINY SEASON AFTER ROUGH 6RADIN5 HAS BEEN COWLETED.
<br />ER05ION CONTROL MEASURES ARE TO BE OPERABLE PRIOR TO OCTOBER 15TH THROUGH APRIL 15TH OF ANY YEAR THAT 6RADIN6
<br />OPERATIONS HAVE LEFT AREAS UNPROTECTED FROM EROSION. NO 6RADIN6 WILL OCCUR BE7MEEN OCTOBER 15TH AND APRIL 15TH,
<br />UNLESS AUTHORIZED BY THE DIRECTOR OF PUBLIC WORKS. DE516N OF THESE FACILITIES MUST BE APPROVED OR UPDATED EACH
<br />YEAR PRIOR TO SEPTEMBER 30, AND SHALL BE SI6N BY THE COUNTY E161NEER. DAILY MAINTENANCE OF THESE FACILITIES
<br />SHALL BE MONITORED AND INSPECTED BY THE PROJECT COORDINATOR.
<br />b9. DURING THE RAINY SEASON ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE SHALL BE
<br />MAINTAINED 50 AS TO MINIMIZE SEDIMENT LADEN RUNOFF TO ANY STORM DRAINA6E SYSTEM.
<br />70. CONSTRUCTION ENTRANCES OGNL515TIN6 OF A66RE6ATE ON 6EOTEXTILE FABRIC, A5 PER THE DETAIL, SHALL BE PROVIDED AT EACH
<br />VEHICLE ACCESS POINT TO EXISTING PAVED ROADS.
<br />71. ALL EROSION CONTROL MEASURES SMALL BE MAINTAIN UNTIL DISTURBED AREAS ARE STABILIZED. THIS PLAN MAY NOT COVER
<br />ALL THE SITUATIONS THAT ARISE DURIN6, CONSTRUCTION DUE TO UNANTICIPATED FIELD CONDITIONS. REVISIONS HAY BE MADE TO
<br />THE PLAN IN THE FIELD SUBJECT TO THE APPROVAL OF THE DIRECTOR OF PUBLIC WOR'K5.
<br />72. BORROW AREAS AND TEPORARY STOCKPILES SHALL 13E PROTECTED WITH APPROPRIATE EROSION CONTROL MEASURES TO THE
<br />SATISFACTION OF THE DIRECTOR OF PUBLIC MORKS.
<br />73. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANOR THAT ERO5IOJ AND MATER POLLUTION WILL BE MINIMIZED.
<br />STATE AND LOCAL LAWS C0N60;UqING POLLUTION SHALL BE COMPLIED MITH.
<br />74. PRIOR TO THE COHMENCE ENT OF ANY GLEARIN6, 6RADIN6 OR EXCAVATION, THE CONTRACTOR/DEVELOPER SHALL PROVIDE EVIDENCE
<br />THAT A NOTICE OF INTENT (NOV HAS BEEN SUBMITTED TO THE CALIFORNIA STATE MATER RE5aW_E5 CONTROL BOARD. A COPY OF
<br />THE ShPPP SHALL BE KEPT AT THE CONSTRUCTION SITE AT ALL TIMES.
<br />SILT FENCES
<br />75. IF POSSIBLE, SILT FENCE FABRIC SHALL BE CUT FROM A CONTINUOUS ROLL TO AVOID THE USE OF JOINTS. MEI JOINTS ARE
<br />NECESSARY, FILTER FABRIC SHALL BE SPLICED AT A SUPPORT POST, WITH A MINIMUM OF 6' OVB;FLAP AND BOTH ENDS SECURELY
<br />FASTENED TO THE POST.
<br />76. SILT FENCES SHALL BE REMOVED MIEN THEY HAVE SERVED THEIR USEFUL RAWOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN
<br />PERMANENTLY STABILIZED.
<br />77. FILTER FABRIC SHALL BE NO. 2125 AS MANUFACTURED BY AMOCO CONSTRUCTION FABRICS, OR APPROVED EQUAL.
<br />c,FFnT A64
<br />76. SEEP AND MULCH SHALL BE APPLIED BY SEPTEMBER 15774 TO ALL DISTURBED SLOPES STEEPER THAN 26 AND HI60 THAN 3 FEET,
<br />AND TO ALL CUT AND FILL SLOPES WITHIN OR ADJACENT TO PUBLIC R16HT-OF-WAYS, OR AS DIRECTED BY THE DIRECTOR OF
<br />PUBLIC WORKS.
<br />79.BE D AND PPLIED HYDRAULICALLY °N TES F�' ES STRAM SHALL
<br />APPLIED BY MOYER OR BIL12ER MILL BE Y HAND AND ANCHORED PLACE BY PUNGHIN6.
<br />I77EPOUNDS PER ACRE �LG�D DRAWING
<br />ZORROCL� FESCUE 10 �: Corrections By
<br />HYDROMULCH FIBER 1500 LBS. No Cnanges By �-
<br />16-20-0 FERTILIZER 300 LBS. Date _
<br />(AMMONIUM PHOSPHATE) -
<br />TACKIFIER 90 LBS. qAn Iyr�jP�e�r�sonUsing This Drawing Should Verify
<br />80. IF PLANT 6ROWTH 15 INADEQUATE FOR ER05ION CONTROL, OVA USIN6 HALF 774E III OF THE7�.OG1��rRPWWkj�"itelPf Work
<br />THE 6ROMTH 15 OVER 60% DAMMA6ED, REPLANT USING THE ORIGINAL SPECIFICATIONS. THIS 5HOULD BE DONE 14 TO 21 DAYS
<br />AFTER 774E INITIAL PLANTING.
<br />61. ALT5a"TIVE EROSIONS CONTROL TECHNIQUES MUST BE USED IN THE EVENT ADEQUATE VE6ETATION IS NOT ESTABLISHED PRIOR TO
<br />THE FIRST ANTICIPATED 5I6NIFIGANT RAIN EVENT OF THE SEASON.
<br />WASH OUT AREA
<br />62. TEMPORARY CONCRETE MASH OUT AREAS SHALL BE LOCATED A MINIMUM OF 50 FEET FROM STORM DRAIN INLETS, OPEN DRAINA6E
<br />FACILITIES OR WATETKO)RSES. TEMPORARY CONCRETE WASHOUT AREAS SHALL BE CONSTIW7ED WITH A PIT OR BERMED AREA AND
<br />BE MAINTAIN IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE MA5TE 6ESIZATID BY WA5H0UT
<br />OPERATIONS. WASH OUT AREAS SHALL BE CONSTRUCTED MITH A 10 FOOT MINIMUM WIDTH.
<br />63. ONCE GONGR;TE WASTES ARE MASHED INTO THE DE516NATED AREA AND ALLO EP TO HARDEN, THE CONCRETE SHALL BE BROKEN UP,
<br />REMOVED, AND DISPOSED OF PER BMP NFM-5, 'SOLID WASTE MANA6&1ENT', AND IN CONFORMANCE WITH THE PROVISIONS IN THE
<br />STATE STANDARD SPECIFICATIONS, SECTION 15-3.02, 'REKNAL METHODS'. DISPOSE OF HARDEEV CONCRETE ON A RE6ULAR
<br />BASIS.
<br />64. 7E1PORARY WASH OUT AREAS SHALL BE LINED MITH POLYETHYLENE PLASTIC LININ& MATERIAL THAT 15 A MINIMUM OF 60 MIL
<br />THICKNESS, FREE FROM HOBS, TEARS OR OTHER DEFECTS THAT MOULD COMPROMISE THE IMPERIEASILITY OF THE MATERIAL.
<br />85. MEN TE20RARY WASH OUT FACILITIES ARE NO LONER REQUIRED FOR THE MOW, THE HARDENED CONCRETE SHALL BE REMOVED
<br />AND DISPOSED OF AS NOTED ABOVE. MATERIALS USED TO CONSTRUCT TEMPORARY WASH OUT FACILITIES SHALL BECOME THE
<br />PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE AND BE DISPOSED OF IN ACCORDANCE WITH STATE
<br />STANDARD SPECIFICATIONS, SECTION
<br />NOTICE OF INTENT
<br />86. THE STATE WATER RE50URGES CONTROL BOARD HAS RECEIVED AND PROCE55W THE NOTICE OF INTENT TO COMPLY WITH 77-E TERMS
<br />OF THE 6EERAL PERMIT TO DISGHAR5E STOR4 WATER ASSOCIATED CONSTRUCTION ACTIVITY. THE AVID IDENTIFICATION NUMBER
<br />IS 55396330937, FOR ANY COMMUNICATIONS RSOARDIN6 THIS PERMIT.
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<br />RYAN CARREL, R.C.E. 61619
<br />DANIEL ENGLAND, R.C.E. 99026
<br />DAVE SKIDMORE, L.S. 7126
<br />No.61619
<br />Exp. 6-30-07
<br />DRAWN BY: J. S. H.
<br />DATE: A06• B, 2005
<br />SCALE: ' ^" "
<br />DWG: 24bF-CVR
<br />CHECKED: KA
<br />JOB n 29bF-04
<br />SHEET .2
<br />OF 345
<br />
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