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<br />SPEC I P I GAT 1 ONS
<br />I. ALL IMPROVEMENTS TO BE DONE SHALL BE DOFF IN ACCORDANCE WITH THE REQUIREM NTS OF THE LATEST EDITION OF THE
<br />SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS AND THE LATEST EDITION OF THE STATE OF
<br />CALIFORNIA DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS, AND THE REQUIRE 34TS OF THE OAKWOOD LAKE
<br />WATER DISTRICT. THE OAKWOOD LAKE WATER DISTRICT FACILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE
<br />CITY OF MANTECA DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS.
<br />2. BIEHCHM-1ARK: CITY OF MANTECA BEKANMARK NO. 71, 2' BRASS GAP LOCATED APPROXIMATELY 25 FEET NORTH OF THE
<br />NORTHEAST CORNER OF SECTION 11, TOWNSHIP 2 SOUTH, RAN6E 6 EAST, MOUNT PIA13LO MERIDIAN, AT THE INTERSECTION OF
<br />NMcKINLEY AVENUE AND BRONZAN ROAD.
<br />ELEVATION = 16.703, U.5.6.5. DATUM.
<br />3. SOILS REPORT: THE 6E0715CHNIGAL SERVICES REPORT FOR THE PROPOSED OAKWOOD LAKE DEVELOPMENT, WOODWARD AVENUE,
<br />MANTECA, CALIFORNIA, AS PREPARED BY KLEINELDER, INC., WITH PRO -ECT NO. 48093.601, DATED OCTOBER 27, 2004, 75
<br />HEREBY MADE A PART OF THESE PLANS.
<br />4. THESE PLANS HAVE: BEEN CHECKED BY THE COUNTY OF SAN JOAQUIN AND/OR 17-5 AUTHORIZED REPIE5BNTATI VE, BUT SUCH
<br />CHECKIN6 AND/OR APPROVAL DOES NOT RELIEVE THE DEVELOPER FROM HIS RESPONSIBILITY TO CORRECT ERRORS, OMISSIONS
<br />OR MAKE CHANSE5 (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 RSCOMMHJlJATIOS
<br />BY THE DE516N ENGINEER AND/OR SOILS Ei161NEEiR, THE MORE STRIWENT SHALL APPLY A5 DIRECTED BY THE DIRECTOR OF
<br />PUBLIC WORKS.
<br />6. 6VARANTEE: THE COMPLETED PROJECT, INCLUDING ALL WORK, MATERIALS, DEVICES AND EQUIPMENT, SHALL BE 6VARANTEED
<br />BY THE DEVELOPER AGAINST FAULTY WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE
<br />BY THE BOARD OF SUPERVISORS. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL REPAIR AND/OR REPLACEMENTS
<br />INCLUPIN& ALL LABOR, MATERIALS, EQUIPMENT, DEVICES, PLANT AND OTHER ITEMS OF WORK NECESSARY. TO SECURE
<br />THIS 6UARANTEE, A BOND OR OTHER SECURITY SHALL BE PROVIDED IN THE AMOUNT OF 20% OF THE VALUE OF THE WORK
<br />ESTIMATED BY THE ENGINEER. 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 NOW BY BOARD OF SUPERVISORS.
<br />7. INSPECTION DURING CONSTRUCTION: ANY IMPROVEMENTS CONSTRUCTED TO THESE SPECIFICATIONS AND WHICH IT 15
<br />INTENDED THAT THE COUNTY OR A HOMEOWNERS ASSOCIATION WILL ASSUME MAINTENANCE RESPONSIBILITY, MUST BE
<br />INSPECTED DURING CONSTRUCTION BY AN AUTHORIZED A6ENT OF THE DEVELOPER AND DIRECTOR OF PUBLIC WORKS. EACH
<br />PHASE OF CONSTRUCTION MAUST BE INSPECTED AND APPROVED PRIOR TO PROGEEPINk9 TO THE SUB5EOUENT PHASES.
<br />ANY INPROVEENTS CONSTRUCTED WITHOUT INSPECTION AS PROVIDED ABOVE OR CONSTRUCTED CONTRARY TO THE ORDERS
<br />OR INSTRUCTIONS OF THE AUTHORIZED A6ENT OF THE DEVELOPER OR DIRECTOR WILL SE 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 PURPOSE!'.
<br />THE DEVELOPER WILL HAVE COMPACTION TESTS TAKEN ON ALL LOTS WHERE THE DEPTH OF FILL IS 6REATER THAN
<br />SEVEN (7") INCHES AND WITHIN THE STREETS. RE -TESTS THAT ARE THE 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 WORKS WILL PEW -ORM FIELD INSPECTIONS FOR THIS PROJECT. THE OAKWOOD LAKE
<br />WATER DISTRICT WILL PERFORM FIELD INSPECTIONS FOR THE INSTALLATION OF THE SANITARY SEWER, DOMESTIC WATER
<br />AND STORM DRAIN SYSTEMS FOR THIS PROJECT.
<br />THE CIVIL EN6INEER, DIRECTOR AND DEVELOPER, OR THEIR A6ENT5, SHALL AT ALL TIMES, HAVE ACCE55 TO THE WORK
<br />DURING ITS CONSTRUCTION, AND SHALL BE FURNISHED WITH EVERY REASONABLE FACILITY FOR ASGERTAININ6 THAT
<br />THE MATERIALS AND THE WORKMANSHIP ARE IN ACCORDANCE WITH THE REQUIREMENTS AND INTENTIONS OF THESE
<br />SPECIFICATIONS, SPECIAL PROVISIONS, AND PLANS. ALL WORK DOME AND ALL MATERIALS FURNISHED SHALL BE SUBJECT
<br />TO REVIEW. THE REVIEW OF THE WORK OR MATERIALS SHALL NOT RELIEVE THE CONTRACTOR AND DEVELOPER OF ANY
<br />OF THEIR 0BLI6ATIONS TO FULFILL THEIR CONTRACT AS PRESCRIBED.
<br />B. FINAL REVIEW: UPON COMPLETION OF ANY IMPROVEMENTS WHICH ARE CONSTRUCTED UNDER AND IN CONFORMANCE WITH
<br />THE STANDARD SPECIFICATIONS, AND PRIOR TO REQUESTING FINAL INSPECTION, THE AREA SHALL BE THOROU60-LY
<br />CLEANED OF ALL RUBBISH, EXCESS MATERIAL AND EQUIPMENT, AND ALL PORTIONS OF THE WORK SHALL BE LEFT IN A
<br />NEAT AND ORDERLY CONDITION, SATISFACTORY TO THE DIRECTOR AND THE DEVELOPER.
<br />WITHIN TEN (10) DAYS AFTER RECEIVIN6 THE REQUEST FOR FINAL INSPECTION, THE DIRECTOR SHALL INSPECT THE
<br />WORK. THE DEVELOPER, OR HIS AUTHORIZED RH-WSBNTATIVE, WILL BE NOTIFIED IN WRITING AS TO ANY PARTICULAR
<br />DEFECTS OR DEFICIENCIES TO BE REMEDIED. THE CONTRACTOR SHALL PROCEED TO CORRECT ANY SUCH DEFECTS OR
<br />DIEFICIENCIE5 AT THE EARLIEST POSSIBLE DATE. AT SUCH TIME, AS THE WORK HAS BEEN COMPLETED, A 55 -row
<br />INSPECTION SHALL BE MADE BY THE DIRECTOR TO DETERMINE IF THE PREVIOUSLY MENTIONED DEFECTS HAVE BEEN
<br />REPAIRED, ALTERED AND COMPLETED IN ACCORDANCE WITH THESE STANDARDS AND SPECIFICATIONS.
<br />WHEN THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, THE DIRECTOR
<br />WILL RECOMMEND ACCEPTANCE OF THE WORK TO THE BOARD OF 51UPERVISORS. THE DIRECTOR WILL NOTIFY, IN WRITING,
<br />THE DEVELOPER, OR HIS AUTHORIZED REPRESENTATIVE, AS TO THE DATE OF APPROVAL AND FINAL ACCEPTANCE.
<br />S1. C4A46ES ON PLANS AND SPECIFICATIONS: ANY CHAN6ES TO THE APPROVED INPROVEMIENT PLANS AND SPECIFICATIONS
<br />MUST BE PREPARED AND CERTIFIED BY THE CIVIL ENGINEER, AND SHALL BE SUBMITTED TO THE DIRECTOR FOR APPROVAL
<br />PRIOR TO IMPLEMENTATION.
<br />10. THE CONTRACTOR SHALL KEEP HIMSELF FULLY INPOWMED OF ALL EXISTING AND FUTURE STATE AND FEDERAL LAWS AND ALL
<br />COUNTY, MUNICIPAL AND SPECIAL DISTRICT ORDINANC.E5 AND RESULATIONS M41CH IN ANY KANNE2 AFFECT THOSE E46A6E) OR
<br />EPLOYED IN THE WORK, OR THE MATERIALS USED IN THE HOWL, OR WHICH IN ANY WAY AFFECT THE CONDUCT OF THE WORK,
<br />AND OF ALL SUCH OR1PE5 AND DE%Rff5 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, RE56ULATION5, ORDERS AND DECREES OF
<br />BODIES OR TRIBUNALS HAVING ANY JURISDICTION OR AUTHORITY OVER THE NOW; AND SHALL PROTECT AND INDEMNIFY SAN
<br />JOAQUIN COUNTY AND THE OWNER, AND ALL OFFICERS AND EMPLOYEES THEREOF CONMEGTEP WITH THE NOW, INCLUDING THE
<br />BN6INEER, A&AIN5T ANY CLAIM OR LIABILITY ARISIN6 FROM OR BASED ON THE VIOLATION OF ANY SUCH LAW, ORDINANCE,
<br />RE6ULATION, ORDER, OR DEGREE, WHETHER BY HIMSgF OR HIS EMPLOYEES. IF ANY DISCREPANCY OR INCONSISTENCY 75
<br />DISCOVERED IN THE PLANS, SPECIFICATIONS, OR CONTRACT FOR THE WORK IN RELATION TO ANY SUCH LAW, ORDINANCE,
<br />RE6ULATION, ORDER, OR DECREE THE CONTRACTOR SHALL FORTHWITH REPORT THE SAME TO THE ENGINEER IN WRITIN,.
<br />11. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ANY WORK PERFORMED BY THE CONTRACTOR OR OTHER BASED ON PLANS W4ICH
<br />HAVE NOT BEEN 516NE7 AND SEALED BY THE ENGINEER AND APPROVED BY THE CITY OR COUNTY HAVING JURISDICTION. ALL
<br />INFORMATION SHOWN ON PRELIMINARY DRANIN66 IS SUBJECT TO CORRECTION AND CHANGE, AND THE CONTRACTOR OR OWNED
<br />SHALL PERFORM ANY AND ALL WORK AT THEIR OWN RISK.
<br />12. ALL DISTANCES AND FEA511FBIENT5 ARE 6IVEN AND WILL BE MADE IN A HORIZONTAL PLANE. 6RADE WILL BE 61VBN FROM THE
<br />TOP OF NAILS OR STAKES, UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL PRESERVE ALL POINTS AND STAKES SET FOR
<br />LINES AND &RAVES OR MEASUR15IENTS OF THE WORK, IN THEIR PROPER LOCATION UNTIL AUTHORIZED TO REMOVE THEM BY THE
<br />EN6INEER. ALL EXPENSES INCURRED IN IREPLACIN6 STAKES THAT HAVE BEEN R51OVED WITHOUT PROPER AUTHORITY SHALL BE
<br />PAID FOR BY THE 6ENERAL CONTRACTOR.
<br />13. THESE PLANS HAVE BEEN PREPARED WITH THE INTENT THAT ASSOCIATED ENGINEERING 6ROUP, INC. WILL PERFORM THE
<br />CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. 7HE CONTRACTOR SHALL PROVIDE ASSOCIATED B461NE3RIN6 GROUP, INC.
<br />WITH FORTY-EI604T HOURS ADVANCE NOTICE OF STAKING NEEDS. ANY STAKIN6 REQUESTED BY THE CONTRACTOR OR THEIR
<br />SUBCONTRACTORS THAT IS ABOVE AND BEYOND THE A6REED UPON STAKING REQUEST SHALL BE SUBJECT TO AN EXTRA BACK
<br />CHAR6E TO THE CONTRACTOR / CLIENT. IF ANOTHER FIRM OR A6ENGY IS EMPLOYED TO USE 7HESE PLANS FOR THE FURPOS.PE
<br />OF CONSTRUCTION STAKIN6, NOTICE 15 HEREBY 61VEN THAT ASSOCIATED EN6,INEERIN6 GROUP, INC. WILL NOT ASSUME ANY
<br />RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MI6HT OCCUR AND WHICH COULD HAVE BEEN AVOIDED,
<br />CORRECTED OR MIT16ATEV IF ASSOCIATED EMGINEERIN6 6ROUP, INC. HAD PERFORMED THE 5TAKIN6 WORK.
<br />14. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE NOW IN 6EJERAL TERMS, BUT NOT IN COMPLETE DETAIL,
<br />IT IS UNDERSTOOD THAT ONLY THE BEST 6ENERAL PRACTICE 15 TO PREVAIL AND THAT ONLY MATERIALS AND NCXRKMANSHIP OF
<br />THE FINEST QUALITY ARE TO BE USED.
<br />15. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE OF CALIFOR41A WATER RESOURCES CONTROL BOARD
<br />(5WRG5), ORDER NO. 92 -06 -DAR, NPDE5 6ENERAL PERMIT NO. CA'0;70002. THE CONTRACTOR SHALL IMPLEMENT AND MONITOR
<br />THE STORM WATER POLLUTION PREVENTION PLAN (SOVPP) IN ACCORDANCE WITH THE 504RCE) REGULATIONS.
<br />16. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL SAFETY RE6ULATIONS PERTAINING TO HIS
<br />OPERATIONS. HE SHALL PROVIDE ALL L16HTS, 516N5, BARRICADES, FLA6 MEN OR OTHER DEVICES NEGE55ARY FOR PUBLIC
<br />SAFETY. 7HE CONTRACTOR'S ATTENTION IS GALLED TO THE REGUIREIEITS OF TITLE & OF THE CALIFORNIA ADMINISTRATIVE
<br />CODE, SUBCHAPTER 4, ARTICLE 6, 'EXCAVATIONS, TREJGHHES, EAR7HIW IRK.'
<br />17. INDEMNITY CAU5E: CONTRACTOR A61;EES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR _OBS'ITE CONDITIONS DURING
<br />THE COURSE OF CGNJ57RUCTION OF TH15 PROJECT, INCLUDIN6 SAFETY OF ALL PER5ON5 AND PROPERTY; THIS
<br />REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR
<br />SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS, THE COUNTY OF SAN JOAQUIN, ITS ELECTED OFFICIALS, OFFICERS,
<br />EMPLOYEES, AND A6ENT5 FROM ANY AND ALL CLAIMS, 605T5 OF LITIGATION, DAM46E5, AND ATTORNEY'S FEES, FOR PERSONAL
<br />INJURY OR PROPERTY DAMA6E OF WHATEVER NATURE WHICH ARE CLAIMED TO HAVE OCCURRED DURIN6 THE TERM OF THIS
<br />PROJECT,
<br />16. APPROPRIATE DUST CONTROL SHALL BE PROVIDED FOR THE ALLEVIATION OR PREVENTION OF DUST NUISANCE AS REQUIRED BY
<br />THE COUNTY OF SAN JOAQUIN, AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL IMPLEMENT A DUST CONTROL. PR06RAM
<br />AS PART OF THE MEASURES REQUIRED BY THE E.I.R. (CHAPTER 4.6) FOR AIR QUALITY CONTROL AND THE REQYUIREMENTS OF
<br />PM 10 AND THE BEST AVAILABLE CONTROL MEA5URE5 (BALM) APPROVED BY THE BOARD. THE PR196 AM SHALL INSURE THAT, AT
<br />THE PUBLIC WORKS DIRECTOR'S DISCRETION, A (WATER VEHICLE FOR (JUST CONTROL OPERATIONS 15 KEPT READILY AVAILABLE
<br />AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE THE PUBLIC WORKS DIRECTOR AND BUILDING
<br />OFFICIAL WITH THE NAME AND TELEPHONE NUMBER OF THE PERSON DIRECTLY RESPONSIBLE FOR DUST CONTROL AND OPERATION
<br />OF THE WATER VEHICLE.
<br />I9. THE EXISTIN6 UTILITIES ARE PLOTTED FROM AVAILABLE RECORDS OR FIELD LOCATIONS WHEN POSSIBLE. THE CONTRACTOR
<br />SHALL LAGATE AND PRESERVE ALL EXISTIN6 FACILITIES INCLUDIN6 6A5, WATER, IRRIGATION, POWER, TELEPHONE, SEER
<br />OR OTHERS WHICH MAY BE PRESENT IN THE AREA OF CONSTRUCTION. THE RESPECTIVE UTILITY COMPANIES SHALL BE
<br />NOTIFIED PRIOR TO BE6INNIN6 HOW.
<br />20. THE EXISTING UTILITIES SHALL NOT BE INTERRUPTED UNTIL THE UTILITY COMPANY HAS PROVIDED ALTERNATIVE SERVIC
<br />FACILITIES. THE CONTRACTOR SHALL COOPERATE AND COORDINATE HIS HOW WITH THE APPROPRIATE A6ENCIES AND UTILITY
<br />COMPANIES.
<br />21. ALL CONSTRUCTION STAKING FOR 6RADIN6, CURBS AND 6UTTER5, SIDEWALKS, SANITARY S&N , STORM DRAINS, WATER
<br />LINES, FIRE HYDRANTS, ELECTROLIER5, ETC. SHALL BE PONE BY A RE5ISTEiRED CIVIL EN61NEER OR LICENSED LAND
<br />SURVEYOR.
<br />22. PRIOR TO TRENCHIN6 FOR ANY SEVER, 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 />RE50LVED BY THE DE516N ENGINEER PRIOR TO TRENCHIN6. ANY DAMA6E CAUSED BY TRENCHIN6 TO EXISTING UNDERGROUND
<br />UTILITIES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
<br />23. ALL TRENCWS SHALL BE BACKFILLED IN ACCORDANCE WITH SAN JOAQUIN COUNTY STANDARD DETAILS. COMPACTION SHALL BE
<br />ACHIEVED BY MECHANICAL MEANS. NO FLOODIN6, PONDING, OR JETTIN6 SHALL BE PERMITTED UNLESS APPROVED BY THE
<br />DIRECTOR OF PUBLIC WORKS IN WRITING.
<br />24. TESTING:
<br />A. ALL INDEPENDENT LABORATORY INSPECTIONS GALLED FOR BY THE DIRECTOR OF PUBLIC WORK5 WILL BE PAID FOR BY THE
<br />DEVELOPER OR CONTRACTOR.
<br />B. ROADWAY SUB-6RADE, SUB -BASE, BASE, AND TR1516H BACKFILL COMPACTION 7E5TIN5 SHALL BE PEFOR ED BY A LICENSED
<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 46 HOURS NOTICE 15 REQUIRED TO SCHEDULE ALL SOILS TESTIN6 SERVICES.
<br />25. ASBESTOS CEMENT PIPE (ACP) OR VITRIFIED CLAY PIPE (VCP) OR ITS FITTIN65 SHALL NOT BE USED WITHIN SAN JOAQUIN
<br />COUNTY.
<br />frT�Id,`411►`_Rl��l.`,�. P-. iw•ll� '.' tCeZaj
<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 SUPPLEWNT TO THE M. U. T. G. D., AND MUST MEET THE COUNTY STANDARDS.
<br />28. IF, DURING CONSTRUCTION, ARGHAEOLOSICAL REMAINS ARE ENCOUNTERED, CONSTRUCTION IN THE VICINITY SHALL BE HALTED,
<br />AND AN AR:HAEOL06I5T CONSULTED, AND THE COUNTY PUBLIC WORK5 DEPARTMENT NOTIFIED. IF, IN THE OPINION OF THE
<br />ARC14AEOL06IST, THE REMAINS ARE 516NIFICANT, MEASUlRe5 AS HAY BE REQUIRED BY THE DIRECTOR OF PUBLIC WORKS,
<br />SHALL BE TAKEN TO PROTECT THEM.
<br />2SH. DISPOSAL OF WATER INTO THE SANITARY SEW9R SYSTEM 15 STRICTLY PROHIBITED.
<br />30. THE CONTRACTOR SHALL MAINTAIN ALL STREETS, SIP&IALKS, AND ALL OTHER PUBLIC R16H75-OF-WAY IN A CLEAN, 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 OWED PROPERTY. ALL ADJACENT PROPERTY, PRIVATE OR PUBLIC, SHALL BE
<br />MAINTAINED IN A GLEAN, SAFE AND USABLE CONDITION. THE CONTRACTOR SHALL PROVIDE FOR SAFE, UNOBSTRUCTED ACCESS
<br />TO PRIVATE PROPERTY ADJACENT TO WORK TWOUSHKQUT 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 15 NOT MET.
<br />31. ALL TRASH, CONSTRUCTION DEBRIS AND MATERIALS SHALL BE 6ONTAINED WITHIN THE CONSTRUCTION AREA UNTIL OFF-SITE
<br />DISPOSAL CAN BE ARRANGED.
<br />32. THE CONTRACTOR 5H6ALL KED ADJOININ6 PUBLIC STREETS AND PARKIN6 AREAS FIRED AND CLEAN OF PROJECT DIRT, MUD AND
<br />MATERIALS DURING THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL SE RESPONSIBLE FOR CORRECTIVE MEASURES AS
<br />DIRECTED BY THE PUBLIC WORKS INSPECTOR AT NO EXPENSE TO THE COUNTY.
<br />33. THE APPLICANT SHALL ALERT CONSTRUCTION PEIZ50NMEL OF THE POSSIBILITY OF BURIED CULTURAL RESOURCES, HUMAN
<br />REMAINS AND OTHER SUCH CULTURAL RESOURCES AND SHALL IMMEDIATELY COMPLY WITH ALL REQUIREMENTS CONTAINED IN THE
<br />EIR, INCLUDING THE STOPPA6E OF ALL WORK, NOTIFICATION OF THE NATIVE AMERICAN HERITA6E COMMISSION AND THE SAN
<br />JOAQUIN COUNTY CORONER, AS APPLICABLE.
<br />34. WHEN WIDENIN6 THE PAVEMENT ON AN EXISTIN6 ROAD, THE EXISTING PAVEMENT SHALL BE SAHCUT TO A NEAT LINE AND
<br />REMOVED BACK TO AN EXISTING SOUND STRUCTURAL SECTION AS DETERMINED BY THE CITY INSPECTOR. AN EXPLORATORY
<br />TRENCH, OR POTHKOLIN6, MAY BE REQUIRED TO DETERMINE THE LIMITS OF PAVEMENT REMOVAL. THE CONTRACTOR SHALL
<br />OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF MANTECA PRIOR TO BE6INNIN& ANY WORK ON MXDWARD AVENUE.
<br />35. STREET STRIPIN6 SHALL INCLUDE STOP BARS, LE6END5, CENTERLINE STRIPING R39XY TIVE PAVEMENT MARKS 5, CROSSWALKS
<br />AND ALL OTHER KARKIN66 REQUIRED BY THE DIRECTOR OF PUBLIC WORKS. ALL STRIPING SHALL BE DOME M1774 77iEWMOPLASTIG
<br />AND R5i-ECTIVE MARKERS. ALL STRIPING SHALL BE CAT -TRACKED PRIOR TO FINAL INSTALLATION. FINAL INSTALLATION WILL
<br />BE ALLOWED ONLY AFTER APPROVAL OF THE STRIPING LAYOUT BY THE PUBLIC WORKS CONSTRUCTION INSPECTOR.
<br />36. FINAL PAVEMENT WORK 5HALL 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 WORKS.
<br />37. THE THICKNESS OF SUBBASE, BASE, AND SUR--ACIN6 SHALL BE AS APPROVED ON THE IMPROVEMENT PLANS. SED THE STREET
<br />SECTIONS CHART.
<br />36. FCL& SEAL AT ASPHALT CONCRETE. THE TYPE OF FCX SEAT_ USED SHALL BE PER SECTION 37 OF GALTRANS STANDARD
<br />SPECIFICATIONS LATEST EDITION AND AS APPROVED BY SAN JOAQUIN COUNTY PRIOR TO USE.
<br />34. THERE SHALL BE A 2% CROSS SLOPE ON THE CONSTRUCTION OF ALL NEW STNS.
<br />40. ALL TERMINATED STREETS WITHOUT A CUL -DE -SAG SHALL HAVE A BARRICADE INSTALLED IN ACCORDANCE WITH STANDARD
<br />DETAIL R-24 OF TME STANDARD DETAILS.
<br />41. ALL MANHOLE RIMS, LAMPHOLES, VALVES AND MONUMENT BO)(ES, ETC. SHALL BE ADJUSTED TO FINISH 6RADE AFTER STREET
<br />PAVIN6 BY THE UND6WROUND CONTRACTOR AFTER THE FINAL PAVIN6 COURSE I5 PLACED, UNLESS OT O;NISE NOTED. COST
<br />FOR THIS WORK SHALL BE INCLUDED IN THE UNIT PRICES FOR MANHOLES.
<br />42. UTILITY BOXES SET IN PAVED STREETS SHALL HAVE H-20 LIDS.
<br />GRADING NOTE5
<br />43. ALL 6RADIN6 SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS EN6INEER OR UNDER THEIR DIRECTION. THE SOILS
<br />EN67NEER SHALL INSPECT AND TEST THE PLACEMENT OF FILLS. THE SOILS EN6IMEER SHALL SUBMIT A SOILS IREDORT AND
<br />REQUIREMENTS AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF 6RADING OPERATIONS THE
<br />SOILS EN61NE3R SHALL STATE IN A RETORT TO THE COUNTY OF SAN JOAQUIN THAT INSPECTIONS AND TESTS W37E HAVE 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 LOVER THE AMOUNT OF
<br />DUST CREATED.
<br />45. THE CONTRACTOR SHALL SUSPEND EXCAVATION AND 6RADIN6 ACTIVITIES W45N THE WINDS EXCEED 20 MILES PER HOUR.
<br />46. DEVE..OPER/GONTRAGTOR'5 MOW SHALL BE IN ACCORDANCE WITH THE SJVAPCD 6UIDE_INES, INI6LUDIN6 S.JVAPCD REGULATION VIII
<br />AND IMPLEMENT CONTROL BASED ON S�NAPGD'S COMPLIANCE ASSISTANT BULLETIN FOR SHORT TERM IMPACTS. SJVAP5D
<br />SHALL BE CONTACTED TO DISCUSS MITI6ATION MEASURES AND IMPLEMENT MEASUIRL25 FROM TABLE 6-4 OF THE 6UIDE FOR
<br />ASSESSING AND MITI6ATING AIR QUALITY IMPACTS.
<br />UTILITIES
<br />47. ALL WORK 54LL.L BE DOFF IN ACCORDANCE WITH THE COUNTY OF SAN JOAQUIN'S STANDARD SPECIFICATIONS, THE OAKWOOD LAKE
<br />WATER DISTRICT AND 77-E LATEST EDITION OF THE UNIFORM PLUMBIN6 CODE.
<br />4&. THE CONTRACTOR SHWA COMPLY WITH TME REQUIW3 Er/TS OF CHAPTER 9, SECTION 6705, 6706, AND 6707 OF THE STATE LABOR
<br />CODE.
<br />49. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL A DETAILED PLAN SNOWING THE DES16N OF SHORIN6, BRACING, SLOPIN6, 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 SHORIN5 SYSTEM STANDARDS, THE PLANS SHALL BE PREPARED BY A REGISTERED CIVIL OR
<br />STRUCTURAL EN161NiEER.
<br />50. ALL TRENCHES SHALL BE BACKFILLED IN ACCORDANCE WITH SAN JOAQUIN COUNTY STANDARD DETAILS. COMPACTION
<br />SHALL SE ACHIEVED BY MECHANICAL MEANS. NO FLOODING, PONDING, OR JETTING SHALL BE PERMITTED UNLESS
<br />APPROVED BY THE OAKNOOD LAKE WATER DISTRICT EN67NIE£R IN hRITIN6. REFER TO THE P.V.G. SANITARY SEWER
<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 AS PER THE SAN JOAQUIN COUNTY STANDARDS.
<br />STORM DRAIN
<br />52. R.G.P. STORM DRAIN LINES AS SHOWN ON 77-E PLANS SHALL BE CLASS III OR H161 REINFORCED COWER PIPE. USE RUBBER
<br />6A5KEHED JOINTS GOFFOW4IN6 TO THE REQIUIR3fNTS OF ASTM DESI6NATION5 G-76 AND G-443 AND CHAPTER 3 OF THE COUNTY STAIrDAW
<br />SPECIFICATIONS. WERE THE PLANS SHOW R.G.P. STORM DRAINS, 18 INGHE5 OR SMALLER IN DIAMETER, THE CONTRACTOR MAY USE
<br />POLYVINYL C-ILORIDE PIPE CONFORHIN6 TO ASTM D-3034, 5DR 35, WITH RUBBER SEALIN6 RIN65 MEETING ASTM D-3212
<br />'JOINTS FOR DRAINS AND SEVER PIPES U51N6 FLEXIBLE ELASTOMERIG SEALS' AS PER THE SAN JOAQUIN COUNTY STANDARDS.
<br />BACKFILL OF P.V.G. STORM DRAIN LINES SHALL BE IN ACCORDANCE WITH THE BACKFILL REQUIREMENTS OF THE P.V.G.
<br />SANITARY 50 LINA, A5 PER THE DETAIL ON SHEET 4 OF THESE PLANS. UNLESS NOTED ALL STORM DRAIN MAN40LES
<br />ARE TYPE 1 (STANDARD DETAIL CW -57) AND ALL CURB INLETS ARE TYPE 1 (STANDARD DETAIL D-13). A SADDLE -TYPE
<br />MANHOLE (STANDARD DETAIL D-18) SHALL BE USED FOR ALL PIPES 6REiA7ER THAN 33" IN DIAMETER.
<br />53. ALL ON-SITE STORM DRAIN INLETS MUST BE LABELED 'NO DUMPING - DRAINS TO DELTA' USING AN APPROVED METHOD.
<br />54. THE CONTRACTOR IS TO SE RESPONSIBLE FOR ALL TESTIN6 OF STORM DRAIN FACILITIES.
<br />WATER
<br />55. NNT__ •� ; "�,7!11L W A MIAIh1MOF • __ -a I •.'• P- I-TH STAJTi RPS.
<br />LINE NaEPS TO BE BELOW --
<br />56. THE CONTRACTOR 15 TO BE RESPONSIBLE FOR ALL TESTING AND DISINFECTION OF WATER LINES IN GOW01a1ANC.E WITH THE
<br />REQUIREMENTS OF THE OAKWOOD 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 CONFECTIONS TO EXISTIN67 WATER DISTRICT WATER LINES WILL NOT BE PERMITTED PRIOR TO THE COMPLETION OF
<br />STERILIZATION AND TE5TIN6 OF WATER MAINS. ALL EXISTIN6 WATER VALVES ARE TO BE OPERATED UNIDER THE DIRECTION OF THE
<br />WATER DISTRICT ONLY.
<br />58. WATER SERVICES SHALL BE I" DIAMETER PLASTIC PIPE AS PER SAN JOAQUIN COUNTY STANDARD SPECIFICATIONS AND STANDARD
<br />DETAIL CW -WB.
<br />59. THE LOCATION OF WATER SERVICES IN NEW 5UBDIVISIONS SHALL BE HAWKED BY INE CONCRETE CONTRACTOR WITH THE LETTER "W'
<br />STAMPED ON THE BACK OF SIDEWALK OR ON THE TOP OF CURB. THE UNDERGROUND CONTRACTOR SHALL PROVIDE SUFFICIENT
<br />RE -CORPS AND SHALL LEAVE ADEQUATE MARKS IN THE FIELD FOR THE CONCRETE CONTRACTOR TO ACCURATELY STAMP THE LETTER 'W'
<br />FOR ALL WATER SERVICES, PRIOR TO PLACING ANY SIDEWALK OR CURB AND 6UTTER. THE CONCRETE CONTRACTOR SHALL VERIFY
<br />THE LOCATIONS OF ALL DRIVEWAYS, AND WATER SERVICES BEFORE P17URIN6 THE GAS, AND FURNISH TO THE SAN JOAQUIN COUNTY
<br />FIELD INSPECTOR SHOWING HE HAS ADEQUATE INFORMATION TO ACCURATELY FIELD LOCATE AND MAW: THE LETTER 'W' TO BE
<br />STAMPED IN HIS WORK.
<br />60. FIRE HYDRANTS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE SAN JOAQUIN COUNTY
<br />STANDARD SPECIFICATIONS AND STANDARD DETAIL 01-W16. HYDRANTS SHALL BE LON6 BEACH 425 OR EQUAL WITH 1 - 4 1/2' AND
<br />I - 2 1/2' OUTLET.
<br />SANITARY SEWER
<br />61. 6RAVITY SEVER PIPE: P.V.G. PIPE A5 SHOW ON THE PLANS SHALL BE POLYVINYL CHLORIDE PIPE COFFORNING TO ASTM D-3034,
<br />SDR 35, WITH RUBBER SEALING RIN66 METING ASTM D-3212 "JOINTS FOR DRAINS AND SEDER PIPES U5IN6 FLEXIBLE
<br />ELASTOIERIC SEALS" OR AN APPROVED EQUAL.
<br />62. SEWER LATERALS SHALL BE 4' IN DIAMETER, AND SHALL INCLUDE A CLEAN-OUT AT 1 FOOT MINIMUM TO 2 FEET MAXIMUM BEHIND
<br />THE BACK OF SIDElNALK. SEE PLANS FOR LOCATIONS AND DRAWING NO. 5-7A.
<br />63. THE LOCATION OF SEVER SERVICES IN NEW SUBDIVISIONS SHALL BE HAWKED BY THE CONCRETE CONTRACTOR WITH THE LETTER 25'
<br />STAMPED ON THE BACK OF SIDENALK OR ON THE TOP OF CURB. THE UNDERGROUND CONTRACTOR SHALL PROVIDE SUFFICIENT
<br />RECORD5 AND SHALL LEAVE ADEQUATE MAWK5 IN THE FIELD FOR THE CONCRETE CONTRACTOR TO ACCURATELY STAMP THE LETTER '5'
<br />FOR ALL SBVERSERVICES, PRIOR TO PLAGIN6 ANY SIDEVALK OR CURB AND 6U77ER. THE CONCRETE CONTRACTOR SHALL VERIFY
<br />THE LOCATIONS OF ALL DRIVEWAYS, AND _50 LATERALS BEFOW POURING THE CURB, AND FURNISH TO THE SAN JOAQUIN COUNTY
<br />FIELD INSPECTOR SHOVING HE HAS ADEQUATE INFORMATION TO ACCURATELY FIELD LOCATE AND HAWK TME LETTER 05" TO 19E
<br />STAMPED IN HIS WORK.
<br />64. SEP FORGE MAINS 4' AND LARSER SHALL BE POLYVINYL CHLORIDE GLASS 200 CONFORMINS TO AWVA G-900. DUCTILE IRON
<br />PITTIN65 INCLUDING TEES, GROSSES, GAPS, ETC. SHALL BE PLAN6E, MECHANICAL JOINT OR COMBINATION THEHE0F. MECHANICAL
<br />JOINT COUPLIN65 SHALL CONFORM TO ANSI A21. 10 (AWWA 6110-77). ALL COUPLIN65 SHALL BE CB -ENT MORTAR LINED IN
<br />ACCORDANCE WITH AMA &174-80, AND SHALL BE FURNISHED WITH RUBBER RING SEAL JOINTS DE516NEV TO BE USED WITH C.A55
<br />200 P. V. G. PIPE, AWWA G-S1GAO.
<br />65. SEWER FORGE MAIN LINES SHALL BE INSTALLED WITH 36" MINIMUM COVER FROM FINISH
<br />66. SEVER FORCE MAINS SHALL BE INSTALLED WITH THRUST BLOCKS IN ACCORDANCE WITH THE SAN JOAQUIN COUNTY STANDARDS,
<br />DRAWING NO. CW -N4.
<br />ER05ION CONTROL NOTES
<br />67. ALL WORK TO BE DONE SHALL BE PONE IN ACCORDANCE WITH THE COUNTY OF SAW JOAQUIN STANDARDS AND THE STATE OF
<br />CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CONSTRUCTION SITE BEST MANA6EMENT PRACTICES (BMPS) MANUAL. THE
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR EN5URIN& THAT ALL SUBCONTRACTORS, AND SUPPLIERS ARE AWARE OF, AND IMPLEMENT
<br />ALL STORM WATER QUALITY MEASURE5. FAILURE TO COMPLY WITH THE APPROVED CONSTRUCTIONS BMPS WILL RESULT IN THE
<br />ISSUANCE OF CORRECTION NOTICES, CITATIONS AND/OR A PROJECT STOP ORDER.
<br />68. THIS EROSION CONTROL PLAN WAS PREPARED AS AN EXHIBIT TO THE STORM WATER POLLUTION PREVENTION PLAN (S.M.P.P.P.)
<br />FOR THE OAKWOOD LAKE SUBDIVISION, AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD. THE FACILITIES SHOWN ON
<br />THIS PLAN ARE VE516NED TO CONTROL SEDIMENT DURING THE RAINY -SEASON AFTER ROU6H 6RADIN6 HAS BEEN COMPLETED.
<br />BW51ON CONTROL MEASURES ARE TO BE OPERABLE PRIOR TO OCTOBER 15TH THIFOU6H APRIL 15TH OF ANY YEAR THAT 6RADIN6
<br />OPERATIONS HAVE LEFT AREAS UNPROTECTED FROM EROSION. NO 6RADIN& WILL OCCUR BETNEEN OCTOBER 15TH AND APRIL 15TH,
<br />UNLE55 AUTHORIZED BY THE DIRECTOR OF PUBLIC WOWS. DE516N OF THESE FACILITIES MUST BE APPROVED OR UPDATED EACH
<br />YEAR PRIOR TO SEPTEMBER 30, AND SHALL BE 516MED BY THE COUNTY ENGINEER. 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 CONSISTING OF A66RE6ATE ON 6EOTEXTILE FABRIC, AS PER THE DETAIL, SHALL BE PROVIDED AT EACH
<br />VEHICLE ACCESS POINT TO EXI5TIN6 PAVED ROADS.
<br />71. ALL ER05ION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED. THIS FLAN MAY NOT DOVER
<br />ALL THE SITUATIONS THAT ARISE DURIN6 CONSTRUCTION DUE TO UNANTICIPATED FIELD CONDITIONS. REVISIONS MAY BE MADE TO
<br />THE PLAN IN THE FIELD SUBJECT TO THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS.
<br />72. BORROW AREAS AND TEMPORARY STOCKPILES SHALL BE PROTECTED WITH APPROPRIATE EROSION CONTROL MEASURES TO THE
<br />SATISFACTION OF THE DIRECTOR OF PUBLIC WORKS.
<br />73. CONSTRUCTION OPERATIONS SHALL BE CARRIED COT IN 511(H A MANNER THAT EROSION AND WATER POLLUTION WILL BE MINIMIZED.
<br />STATE AND LOCAL LAWS CONC.EWNIN6 POLLUTION SHALL BE COMPLIED WITH.
<br />74. PRIOR TO THE COMES Cr T OF ANY CLFARIN6, 6RADIN5 OR EXCAVATION, THE CONTRACTOR/DEVELOPER SHALL PROVIDE EVIDENCE
<br />THAT A NOTICE OF INTENT (NOI) HAS BEEN SUBMITTED TO THE CALIFORNIA STATE WATER RESOURCES CONTROL BOARD. A COPY OF
<br />THE SWPPP SHALL BE KEPT AT THE CONSTRUCTION SITE AT ALL TIMES.
<br />SILT FENCES
<br />75. IF P0.i5IBLE, SILT FENCE FABRIC SHALL BE CUT FROM A CONTINUOUS ROLL TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE
<br />NECESSARY, FILTER FABRIC SHALL BE SPLICED AT A SUPPORT POST, WITH A MINIMUM OF 6' OVERLAP AND BOTH ENDS SECUIRELY
<br />FASTENED TO THE POST.
<br />76. SILT FEW -P-5 SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFOFE THE UPSLOPE AREA HAS BEEN
<br />PERMANENTLY STABILIZED.
<br />77. FILTER FABRIC SHALL BE NO. 2125 AS MANUFACTURED SY AMGI',O CONSTRUCTION FABRICS, OR APPROVED EQUAL.
<br />c,C:;=n r Kir-
<br />745. SEED AND MULCH SHALL BE APPLIED BY SEPTBMBBZ 15TH TO ALL DISTURBED SLOPE STEEPER THAN 2S AND HI61 THAN 3 FEET,
<br />AND TO ALL CUT AND FILL SLOPES WITHIN OR ADJACENT TO PUBLIC RIGHT-OF-WAYS, OR AS DIRECTED BY THE DIRECTOR OF
<br />PUBLIC WORKS.
<br />79. SH37 AND FERTILIZER WILL BE APPLIED HYDRAULICALLY OR BY WIND AT THE RATES SPECIFIED BELOW. ON SLORES STRAW StHA/LR+L{i �p
<br />BE APPLE BY BLOWER OR BY HA ANCHORED IN PLACE BY PUNGHI N16. JAW Y 6 V
<br />POUNDS PER ACRE
<br />ZORRO ANNUAL FESCUE 10 LBS. L3
<br />ROSE CLOVER 6 LBS.
<br />HYDROMULCN FIBER 1500 LBS.
<br />16-20-0 FERTILIZER 300 LBS.
<br />(AMMONIUM PH05PHATE)
<br />TACKIFIE:R &0 LB5.
<br />60. IF PLANT 61WHTH I5 INADEQUATE FOR EROSION CONTROL, OVH'� USIN5 HALF THE RA*16W'10L L�18!6m' AL!A'F►LkATfbt..`11P Q1 yA.:7 k
<br />THE 6RONTH 15 OVER 60% DAM46ED, REPLANT USIN6 THE ORI6INAL SPECIFICATIONS. THIS SHOULD BE PONE 14 TO 21 DAYS
<br />AFTER THE INITIAL PLANTING.
<br />61. ALTERNATIVE EROSIONS CONTROL TECHNIQUES MUST BE USED IN THE EVENT ADEQUATE VE6ETATION 15 NOT ESTABLISHED PRIOR TO
<br />THE FIRST ANTICIPATED SI6NIFICANT RAIN EVENT OF THE SEASON.
<br />WASH OUT AREA
<br />82. TEMPORARY CONCRETE WASH OUT AREAS SHALL BE LOCATED A MINIMUM OF 50 FEET FROM STORM DRAIN INLETS, OPEN DRAINAGE
<br />FACILITIES OR MATE C.0JR-SE5. TEMPORARY CONCRETE WASHOUT AREAS SHALL BE CONSTRUCTED WITH A PIT OR ElSaED AREA AND
<br />BE MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE 6EN97ATEV BY WASHOUT
<br />OPERATIONS. WASH OUT AREAS SHALL BE CONSTRUCTED WITH A 10 FOOT MINIMUM WIDTH.
<br />W. ONCE CONCRETE WASTES ARE MASHED INTO THE DE516NATED AREA AND ALLOMV TO HARDEN, THE CONCRETE SHALL BE BROKEN UP,
<br />REMOVED, AND DISPOSED OF PER BMP AN -5, 'SOLID WASTE MANA6BIENT', AND IN CONFORMANCE WITH THE PROVISIONS IN THE
<br />STATE STANDARD SPECIFICATIONS, SECTION 15-3.02, 'REMOVAL METHODS"'. DISPOSE OF HARDENED CONCRETE ON A RE6ULAR
<br />BASIS.
<br />84. 7E40MARY WASH OUT AREAS SHALL BE LINED WITH POLYFTHYLEE PLASTIC LINING MATERIAL THAT IS A MINIMUM OF 60 MIL
<br />THICKNESS, FTRg FROM HOLES, TEARS OR OTHER DEFECTS THAT WOULD COMPROMISE THE IMPERMEABILITY OF THE MATERIAL.
<br />65. WHEN TEMPORARY WASH OUT FACILITIES ARE NO LONGER REQUIRED FOR THE WORK, 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 7-1.13.
<br />NOTICE OF INTENT
<br />66. THE STATE WATER RESOUR25 CONTROL BOARD 14AS RECEIVED AND PROCE55ED THE NOTICE OF INTENT TO COMPLY WITH THE TERMS
<br />OF THE 6E99PAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED CONSTRUCTION ACTIVITY. THE NDID IDENTIFICATION NUMBER
<br />IS 553SEC330637, FOR ANY COMMUNICATIONS RE6ARDIN6 THIS PERMIT.
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<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:
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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:
<br />$FI. 21, 2005
<br />SCALE:
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