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SPEC I F I GA T I ONS
<br />1. ALL IMPROVEMENTS TO BE DOE SHALL BE DOE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE
<br />SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC MORKS STANDARD SPECIFICATIONS AND THE LATEST EDITION OF THE STATE OF
<br />CALIFORNIA DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS, AND THE REQUIREMENTS OF THE OAKMOOD LAKE
<br />MATER DISTRICT.
<br />2. BENCHMARK: CITY OF MANTECA BENCHMARK NO. 71, 2' BRA-% GAP LOCATED APPROXIMATELY 25 FEET NORTH OF THE
<br />NORTHEAST CORD OF SECTION 11, TOWNSHIP 2 SOUTH, RANGE 6 EAST, MOUNT DIABLO MERIDIAN, AT THE INTERSECTION OF
<br />McKINLEY AVENUE AND BRONZAN ROAD.
<br />ELEVATION = 16.703, U.5.6.5. DATUM.
<br />3. SOILS REPORT: THE 6WTECHBNICAL SERVICES REPORT FOR THE PROP0-589 OAKMOOD LAKE DEVELOPMENT, MOODWARD AVENUE,
<br />MANTECA, CALIFORNIA, AS PREPARED BY KLEINFELDER, INC., MITH PROJECT NO. 48043.601, DATED OCTOBER 27, 2004, IS
<br />HEREBY MADE A PART OF THESE PLANS,
<br />4. THESE PLANS HAVE BEEN CHECKED BY THE COUNTY OF SAN JOAQUIN AND/OR ITS AUTHORIZED REPRESENTATIVE, BUT SUCH
<br />CHECKING AND/OR APPROVAL DOES NOT RELIEVE THE DEVELOPER FROM HIS RESPONSIBILITY TO CORRECT ERRORS, OMI5510N5
<br />OR MAKE CHANGES REQUIRED BY CONDITIONS DISCOVERED IN THE FIELD DURING THE COURSE OF CONSTRUCTION.
<br />5. IF A CONFLICT OCOA?5 BETWEEN THE SAN JOAQUIN COUNTY DE576N AND CONSTRUCTION STANDARDS AND THE RECOMMENDATIONS
<br />BY THE DE5I6N EN6INEER AND/OR SOILS ENblNEER, THE MORE STRIN6ENT SHALL APPLY AS DIRECTED BY THE DIRECTOR OF
<br />PUBLIC MORKS.
<br />6. ANY IMPROVEMENTS FOR WHICH THE COUNTY OR THE HOM1EOPtERS ASSOCIATION MILL ASSUME MAINTENANCE RESFONSIBILITY
<br />SHALL BE INSPECTED DURIN6 CONSTRUCTION BY THE DIRECTOR. EACH PHASE OF CONSTRUCTION SHALL BE INSPECTED
<br />AND APPROVED PRIOR TO PROCEEDIN6 TO SUBSEQUENT PHASES. THE COUNTY SHALL BE GIVEN MINIMUM OF 4& HOUR
<br />NOTICE OF INSPECTION REOUISEMENTS.
<br />7. THE APPLICANT SHALL 6UARANTEE THAT THE PROJECT INSTALLED BY THE CONTRACTOR (OR APPLICANT) BE FRED FROM ANY
<br />AND ALL DE 5CTS IN MATERIAL AND MORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE BY THE COUNTY.
<br />THIS 6UARANTEB SHALL BE 5EC)REV BY A BOND OR LETTER OF CRE'IT IN AMOUNT OF AT LEAST 20% OF DE516N EN6INEER'S
<br />APPROVED CONSTRUCTION COST ESTIMATE, OR OTHER AMOUNT DETERMINED BY THE COUNTY. THE COUNTY MAY MAKE ANY
<br />NECESSARY REPAIRS AND CHARGE THE SECURITY IN THE EVENT THE DEVELOPER OR CONTRACTOR FAILS TO CORRECT THE
<br />DEFECTS.
<br />B. THE CONTRACTOR SHALL KEEP HIMSELF FULLY INFOf2MED OF ALL EXISTING AND FUTURE STATE AND FEDERAL LAM5 AND ALL
<br />COUNTY, MUNICIPAL AND SPECIAL DISTRICT ORDINANCES AND RE6ULATION5 WHICH IN ANY MANNER AFFECT TH05E ENSAGED OR
<br />EMPLOYED IN THE MORK, OR THE MATERIALS USED IN THE NOW, OR WHICH IN ANY MAY AFFECT THE CONDUCT OF THE MORK,
<br />AND OF ALL SUCH ORDERS AND DEGREES OF BODIES OR TRIBUNALS HAVIN6 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 EMPLOYERS TO
<br />OBSERVE AND COMPLY WITH ALL SUCH EXISTING AND FUTURE LAMS, ORDINANCES, REWL.ATION5, ORDER5 AND DEGREES OF
<br />BODIES OR TRIBUNALS HAVING ANY JURISDICTION OR AUTHORITY OVER THE MORK; AND SHALL PROTECT AND INDEMNIFY SAN
<br />JOAQUIN COUNTY AND THE OHhER, AND ALL OFFICERS AND EMPLOYEES THEREOF CONNECTED WITH THE MORK, INCLUDIN6 THE
<br />EN6INEER, AGAINST ANY CLAIM OR LIABILITY AR751N6 FROM OR BASED ON THE VIOLATION OF ANY SUCH LAM, ORDINANCE,
<br />RE6ULATION, ORDER, OR DEGREE, WHETHER BY HIMSELF OR HIS EMPLOYEES. IF ANY DISCREPANCY OR INCONSISTENCY IS
<br />DISCOVERED IN THE PLANS, SPECIFICATIONS, OR CONTRACT FOR THE WORK IN RELATION TO ANY SUCH LAM, ORDINANCE,
<br />RE6ULATION, ORDER, OR DECREE THE CONTRACTOR SHALL FORTHWITH REPORT THE SAME TO THE EN6INEER IN WRITIN6.
<br />4. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ANY MORK PERFORMED BY THE CONTRACTOR OR O ER BASED ON PLANS WHICH
<br />HAVE NOT BEEN 576NED AND SEALED BY THE EN6INEER AND APPROVED BY THE CITY OR COUNTY HAVING JAURISOICTION. ALL
<br />INFORMATION SROM ON PRELIMINARY DRAMIN65 15 SUBJECT TO CORRECTION AND CHANGE, AND THE CONTRACTOR OR OWNER
<br />SHALL PERFORM ANY AND ALL MORK AT THEIR OMN RISK.
<br />10. ALL DI5TANY.E5 AND MEASUREMENTS ARE 6IVEV AND WILL BE MADE IN A HORIZONTAL PLANE. 6RADE WILL BE 6IVEN FROM THE
<br />TOP OF NAILS OR STAKES, UNLESS NOTED OTHERKISE. THE CONTRACTOR SHALL PRESERVE ALL POINTS AND STAKES SET FOR
<br />LINES AND 6RADES OR MEASURE7MENT5 OF THE MORK, IN THEIR PROPER LOCATION UNTIL AUTHORIZED TO REMOVE THEM BY THE
<br />ENGINEER. ALL EXPENSES INWRRED IN REPLACIN6 STAKES THAT HAVE BEEN REMOVED WITHOUT PROPER AUTHORITY SHALL BE
<br />PAID FOR BY THE 6ENERAL CONTRACTOR
<br />Ii. THESE PLANS HAVE BEEN PREPARED WITH THE INTENT THAT ASSOCIATED EN6INEERIN6 6ROUP, INC. WILL PERFORM THE
<br />CONSTRUCTION STAKIN6 FOR THE COMPLETE PROJECT. THE CONTRACTOR SHALL PROVIDE AS50CIATEP ENSINEERIN6 6ROUP, INC.
<br />WITH FORTY-E16HT HOURS ADVANCE NOTICE OF 5TAKIN6 NEEDS. ANY STAKING REQUE5TED' BY THE CONTRACTOR OR THEIR
<br />SUBCONTRACTORS THAT IS ABOVE AND BEYOND THE A6REED UPON STAKIN6 REQUEST SHALL BE SUBJECT TO AN EXTRA BACK
<br />CHARGE TO THE CONTRACTOR / CLIENT. IF ANOTHER FIRM OR AGENCY 15 EMPLOYED TO USE THESE PLANS FOR THE PURPOSE
<br />OF CONSTRUCTION STAKING, NOTICE IS HEREBY 61VEN THAT A550CIATED EN6INEERIN6 6ROUP, INC. WILL NOT ASSUME ANY
<br />RESPONSIBILITY FOR ERRORS OR 0HIS5ION5, IF ANY, WHICH MI6HT OCCUR AND WHICH COULD HAVE BEEN AVOIDED,
<br />CORRECTED OR MITI6AT7ED IF ASSOCIATED EN6INEERIN6 6ROUP, INC. HAD PERFORMED THE 5TAKIN6 MOW.
<br />12. MHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE MORK IN 6L E TERMS, BUT NOT IN COMPLETE DETAIL,
<br />IT 15 UNDERSTOOD THAT ONLY THE BEST 6ENERAL PRACTICE 15 TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF
<br />THE FINEST QUALITY ARE TO BE USED.
<br />13. THE CONTRACTOR SHALL COMPLY MITH THE REQUIREMENTS OF 77-E STATE OF CALIFORNIA HATER RESOURCES CONTROL BOARD
<br />(SMRCB), ORDER NO. 42 -06 -DMR, NPDE5 6ENERAL PERMIT NO. GA5000002. THE CONTRACTOR SHALL IMPLEMENT AND MONITOR
<br />THE STORM WATER POLLUTION PREVENTION PLAN (SMPPP) IN ACCORDANCE MITH THE 504RC8 REGULATIONS.
<br />14. THE CONTRACTOR SHALL COMPLY MITH ALL LOCAL, STATE, AND FEDERAL SAFETY RE6ULATION.5 PERTAINING TO HIS
<br />OPERATIONS. HE SHALL PROVIDE ALL LI6HT5, 516N5, BARRICADES, FLA6 MEN OR OTHER DEVICES NECESSARY FOR PUBLIC
<br />SAFETY. THE CONTRACTOR'S ATTENTION IS GALLED TO THE REQUIREMENTS OF TITLE B OF THE CALIFORNIA ADMINISTRATIVE
<br />CODE, 5UBCHAr-1 4, ARTICLE 6, 'EXCAVATIONS, TRENCHES, EARTHWORK."
<br />15. THE CONTRACTOR A6REE5 THAT HE SHALL A55UME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURIN6
<br />THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDIN6 SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS
<br />REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL MORIKIN6 HOURS; AND THAT THE CONTRACTOR
<br />SHALL DEFEND, INDEMNIFY AND HOLD THE O� AND THE EWINEDR HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
<br />ALLEGED, IN COMEGTION MITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY AR15IN6 FROM THE
<br />SOLE NE6LI6ENCE OF THE OWNER OR EN6INEER.
<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 IMPLEENT A DUST CONTROL PR06RAH
<br />A5 PART OF THE MEASURES REQUIRED BY THE E.I.R. (CHAPTER 4.6) FOR AIR QUALITY CONTROL AND THE REQUIREMENTS OF
<br />PM 10 AND THE BEST AVAILABLE CONTROL MtiEA5URE5 (BACH) APPROVED BY THE BOARD. THE PROGRAM SHALL INSURE THAT, AT
<br />THE PUBLIC MORKS DIRECTOR'S DISCRETION, A HATER VEHICLE FOR DUST CONTROL OPERATIONS 15 KEPT READILY AVAILABLE
<br />AT ALL TINE5 DURIN6 CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE THE PUBLIC MORK5 DIRECTOR AND BUILDINS
<br />OFFICIAL WITH THE NAME AND TELEPHONE NUMBER OF THE PERSON DIRECTLY RESPONSIBLE FOR DUST CONTROL AND OPERATION
<br />OF THE HATER VEHICLE.
<br />17. THE EXISTING UTILITIES ARE PLOTTED FROM AVAILABLE RU� OR FIELD LOCATIONS HHEN POSSIBLE. THE CONTRACTOR
<br />SHALL LOCATE AND PRESERVE ALL EXI5TIN6 FACILITIES INCLUDING 6AS, WATER, IRRIGATION, POKER, TELEPHONE, SEVER
<br />OR OTHERS WHICH MAY BE PRESENT IN THE AREA OF CONSTRUCTION. THE RESPECTIVE UTILITY COMPANIES SHALL BE
<br />NOTIFIED PRIOR TO BE6INNIN6 NOW.
<br />18. TIME EXISTING UTILITIES SHALL NOT BE INTERRUPTED UNTIL THE UTILITY COMPANY HAS PROVIDED ALTERNATIVE SERVICE
<br />FACILITIES. THE CONTRACTOR SHALL C40PERATE AND COORDINATE HIS MORK WITH THE APPROPRIATE MENCIE5 AND UTILITY
<br />COMPANIES.
<br />19. ALL CONSTRUCTION STAKING FOR 6RADIN6, CURBS AND 6UTTER5, SIDEWALKS, SANITARY 561ERS, STORM DRAINS, HATER
<br />LINES, FIRE HYDRANTS, ELECTROLIERS, ETC. SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND
<br />SURVEYOR.
<br />20. ALL TRENCHES 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 HORKS IN MRITIN6.
<br />21. 7ESTIN6:
<br />A. ALL INDEPENDENT LABORATORY INSPECTIONS GALLED FOR BY THE DIRECTOR OF PUBLIC MORKS WILL BE PAID FOR BY THE
<br />DEVELOPER OR CONTRACTOR.
<br />B. ROADWAY SUB-6RADE, SUB -BASE, BASE, AND TRENCH BACKFILL COMPACTION TE5TIN6 SHALL BE PERFORMED 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 4& HOURS NOTICE 15 MIRED TO SCHEDULE ALL SOILS TESTIN9 SERVICES.
<br />22. ASBESTOS GEMENT PIPE (ACP) OR VITRIFIED CLAY PIPE (VCP) OR ITS FITTIN65 SHALL NOT BE USED WITHIN SAN JOAQUIN
<br />COUNTY.
<br />23. TRAFFIC CONTROL DEVICES AND IN5TALLATION5 SHALL BE IN CONFORMANCE WITH M.U. T.G.D., SECTION IV BY THE U.S.
<br />DEPARTMENT OF TRANSPORTATION, AND MUST MEET THE COUNTY STANDARDS.
<br />24. IF, DURING CONSTRUCTION, ARGHAEOLO6ICAL REMAINS ARE ENCOUNTERED, CONSTRUCTION IN THE VICINITY SHALL BE HALTED,
<br />AND AN ARGHAEOL06IST CONSULTED, AND THE COUNTY PUBLIC MORKS DEPARTMENT NOTIFIED. IF, IN THE OPINION OF THE
<br />ARCHAEOL0615T, THE REMAINS ARE 5I6NIFICANT, MEASURES AS MAY BE REQUIRED BY THE DIRECTOR OF PUBLIC MORK5,
<br />SHALL BE TAKEN TO PROTECT THEM.
<br />25. DISPOSAL OF MATER INTO THE SANITARY SEWER SYSTEM IS STRICTLY PROHIBITED.
<br />26. THE CONTRACTOR SHALL MAINTAIN ALL STREETS, SIDEYALKS, AND ALL OTHER PUBLIC R16HT5-OF-MAY 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 OWNED PROPERTY. ALL ADJACENT PROPERTY, PRIVATE OR PUBLIC, SHALL BE
<br />MAINTAINED IN A CLEAN, SAFE AND USABLE CONDITION. THE CONTRACTOR SHALL PROVIDE FOR SAFE, UNOBSTRIIGTED ACCESS
<br />TO PRIVATE PROPERTY ADJACENT TO MORK THROU6HOUT THE PERF 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 NET.
<br />27. ALL TRASH, CONSTRUCTION DEBRIS AND MATERIALS SHALL BE CONTAINED WITHIN THE CONSTRUCTION AREA UNTIL OFF-SITE
<br />DISPOSAL CAN BE ARRAN6ED.
<br />28. THE CONTRACTOR SHALL KEEP ADJOINING PUBLIC STR M -S AND PARKING AREAS FREE AND CLEAN OF PROJECT DIRT, MUD AND
<br />MATERIALS DURING THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIVE MEASURES AS
<br />DIRECTED BY THE PUBLIC MORKS INSPECTOR AT NO EXPENSE TO THE COUNTY.
<br />24. THE APPLICANT SHALL ALERT CONSTRUCTION PERSONNEL OF THE POSSIBILITY OF BURIED CULTURAL RESOURCES, HUMAN
<br />REMAINS AND OTHER SUCH CULTURAL RESOURCES AND SHALL IMMEDIATELY COMELY WITH ALL REQUIREMENTS CONTAINED IN THE
<br />EIR, INCLUDING THE STOPPA6E OF ALL MORK, NOTIFICATION OF THE NATIVE AMERICAN HERITAGE COMMISSION AND THE SAN
<br />JOAQUIN COUNTY CORONER, AS APPLICABLE.
<br />6RADIN6 NOTES
<br />30. ALL 6RADIN5 SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS EN6INEER OR UNDER THEIR DIRECTION. THE SOILS
<br />ENGINEER SHALL INSPECT AND TEST THE PLACEMENT OF FILL5. THE SOILS ENGINEER SHALL SUBMIT A SOILS REPORT AND
<br />REiQUIREIEN7S AND MILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF 6RADIN6 OPERATIONS THE
<br />SOILS E WEER SHALL STATE IN A REPORT TO THE COUNTY OF SAN JOAQUIN THAT INSPECTIONS AND TESTS WERE 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 />31. THE CONTRACTOR SHALL LIMIT TRAFFIC SPEE S ON ANY UNPAVED SURFACES TO 15 MILES PER HOUR TO LO+ER THE AMOUNT OF
<br />DUST CREATED.
<br />32. THE CONTRACTOR SHALL SUSPEND EXCAVATION AND 6RADIN6 ACTIVITIES MEN THE MINDS EXCEED 20 MILES PER HOUR.
<br />33. DEVEAPER/CONTRAGTOR'5 WORK SHALL BE IN ACCORDANCE WITH THE SJVAPCD 6UIDELINES, INCLUDIN6 SJVAPCD RE6ULATION VIII
<br />AND IMPLEMENT CONTROL MEASURES BASED ON S. -)VAMP'S COMPLIANCE ASSISTANT BULLETIN FOR SHORT TERM IMPACTS. aNAPCD
<br />SHALL BE CONTACTED TO DISCUSS MITI6ATION MEASURES AND IMPLEMENT MEASURES FROM TABLE 6-4 OF THE 60IDE FOR
<br />A55E55IN6 AND MITI6ATIN6 AIR QUALITY IMPACTS.
<br />34. NO SLOPE SHALL BE STEEPER THAN 2 HORIZONTAL TO I VERTICAL.
<br />35. ACCESS TO THE PROJECT SITE FROM COUNTY OR CITY ROADS IS RESTRICTED EXCEPT AT TEMPORARY CONSTRUCTION
<br />ENTRANCES.
<br />EROSION CONTROL NOTES
<br />36. ALL MORK TO BE DONE SHALL BE DONE IN ACCORDANCE MITH THE COUNTY OF SAN JOAQUIN STANDARDS AND THE STATE OF
<br />CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CONSTRUCTION SITE BEST MANA6EMENT PRACTICES (BMP9) MANUAL. THE
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL SUBCONTRACTORS, AND SUPPLIERS ARE AWARE OF, AND IMPLEMENT
<br />ALL STORM MATER QUALITY MEASURES. FAILURE TO COMPLY WITH THE APPROVED CONSTRUCTIONS SMPS MILL RESULT IN THE
<br />ISSUANCE OF CORRECTION NOTICES, CITATIONS AND/OR A PROJECT STOP ORDER.
<br />37. THIS EROSION CONTROL PLAN HAS PREPARED A5 AN EXHIBIT TO THE STORM MATER POLLUTION PREVENTION PLAN (5. W. P. P. P.)
<br />FOR THE OAKMOOD LAKE SUBDIVISION, AS REQUIRED BY THE STATE MATER RESOURCES CONTROL BOARD. THE FACILITIES SHOMN ON
<br />THIS PLAN ARE DE5I6NE77 TO CONTROL SEDIMENT DURIN6 THE RAINY SEASON AFTER ROU6H 6RADIN6 HAS BEEN COMPLETED.
<br />EROSION CONTROL MEASURES ARE TO BE OPERABLE PRIOR TO OCTOBER 15TH THROU6H APRIL 15TH OF ANY YEAR THAT 6RADIN6
<br />OPERATIONS HAVE LE=T AREAS UNPROTECTED FROM EROSION. NO 6RADIN6 MILL OCCUR BE7NEEN OCTOBER 15TH AND APRIL 15TH,
<br />UNLE55 AUTHORIZED BY 77-E DIRECTOR OF PUBLIC MOWS. DE5I6N OF THESE FACILITIES MUST BE APPROVED OR UPDATED EACH
<br />YEAR PRIOR TO SEPTEMBER 30, AND SHALL BE 516NEP BY THE COUNTY ENGINEER. DAILY MAINTOWICE OF THESE FACILITIES
<br />SHALL BE MONITORED AND INSPECTED BY THE PROJECT COORDINATOR.
<br />36. DURING THE RAINY SEASON ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE 5ITE SHALL BE
<br />MAINTAINED 50 AS TO MINIMIZE SEDIMENT LADEN RUNOFF TO ANY STORM DRAINA6E SYSTEM.
<br />34. C0N5TRUCTION ENTRAWE5 CON51STIN6 OF A66R55ATE ON 6E0TEXTILE FABRIC, A5 PER THE DETAIL, 5HALL BE PROVIDED AT EACH
<br />VEHICLE ACCESS POINT TO EXI5TIN6 PAVED ROADS.
<br />40. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED. THIS PLAN MAY NOT COVER
<br />ALL THE SITUATIONS THAT ARISE DURING 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 MORKS.
<br />41. BORROM AREAS AND TEMPORARY 5TOCKPILE5 SHALL BE PROTECTED WITH APPROPRIATE ETR05ION CONTROL MEASURES TO THE
<br />SATISFACTION OF THE DIRECTOR OF PUBLIC MORK5.
<br />42. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANOR THAT EROSION AND MATER POLLUTION MILL BE MINIMIZED.
<br />STATE AND LOCAL LAMS CONCERNIN6 POLLUTION SHALL BE COMPLIED WITH.
<br />43. PRIOR TO THE GOMMEBGBMENT OF ANY CLEARIN6, 6RADIN6 OR EXCAVATION, THE CONTRACTOR/DEVELOPER SHALL PROVIDE EVIDENCE
<br />THAT A NOTICE OF INTENT (NOI) HAS BEEN SUBMITTED TO THE CALIFORNIA STATE MATER RE50URCE5 CONTROL BOARD. A COPY OF
<br />THE 5MPPP SHALL BE KEPT AT THE CONSTRUCTION SITE AT ALL TIMES.
<br />SILT FENCES
<br />44. IF POSSIBLE, SILT FENCE FABRIC SHALL BE CUT FROM A CONTINUOUS ROLL TO AVOID THE USE OF JOINTS. WHEN JOIN75 ARE
<br />NECESSARY, FILTER FABRIC SHALL BE SPLICED AT A SUPPORT POST, MITH A MINIMUM OF 6' OVERLAP AND BOTH ENDS SECURELY
<br />PA57ENED TO THE POST.
<br />45. SILT FE Z5 SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN
<br />PERMANENTLY STABILIZED.
<br />46. FILTER FABRIC SHALL BE NO. 2125 AS MANUFACTURED BY AMOCO CONSTRUCTION FABRICS, OR APPROVED EQUAL.
<br />G- G 11 AIG
<br />47. SEED AND MULCH SHALL BE APPLIED BY SE377EMBER 15TH TO ALL DISTURBED SLOPES STEEPER THAN 2% AND H161 THAN 3 FEET,
<br />AND TO ALL GUT AND FILL SLOPES WITHIN OR ADJACENT TO PUBLIC RIGHT -O= -WAYS, OR AS DIRECTED BY THE DIRECTOR OF
<br />PUBLIC MORK5.
<br />46. SEED AND FERTILIZER WILL BE APPLIED HYDRAULICALLY OR BY HAND AT THE RATES SPECIFIED BELOW. ON SLOPES STRAW SHALL
<br />BE APPLIED BY BLONER OR BY HAND AND ANCHORED IN PLACE BY PUNGHIN6.
<br />ITEM POUNDS PER ACRE
<br />ZORRO ANNUAL FESCUE 10 LB5.
<br />ROSE CLOVER 8 LBS.
<br />HYDROMULGH FIBER 1500 LB5.
<br />16-20-0 FERTILIZER 300 LB5.
<br />(AMMONIUM PHOSPHATE)
<br />TACKIFIER 60 LBS.
<br />44. IF PLANT 6ROWTH 15 INADEQUATE FOR ER05ION CONTROL, OVERSEE7 USIN6 HALF THE RATE OF THE ORI6INAL APPLICATION. IF
<br />THE 6ROYTH 15 OVER 60% DAMAGED, REPLANT U5IN6 THE ORIGINAL SPECIFICATIONS. THIS SHOULD BE DONE 14 TO 21 DAYS
<br />AFTER THE INITIAL PLANTIN6.
<br />50. ALTERNATIVE EROSIONS CONTROL T56HNIQUES MUST BE USED IN THE EVENT ADEQUATE VEGETATION 15 NOT ESTASLI91EP PRIOR TO
<br />THE FIRST ANTICIPATED 516NIFICANT RAIN EVENT OF THE SEASON.
<br />WASH OUT AREA
<br />51. TEMPORARY CONCRETE MASH OUT AREAS SHALL BE LOCATED A MINIMUM OF 50 FEET FROM STORM DRAIN INLETS, OPEN DRAINAGE
<br />FACILITIES OR MATER5OUR5E5. TEMPORARY CONGiRETE WASHOUT AREAS SHALL BE CONSTRUCTED MITH A PIT OR BERIED AREA AND
<br />BE MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE KA57F 6ENERATED BY WASHOUT
<br />OPERATIONS. WASH OUT AREAS SHALL BE CONSTRUCTED WITH A 10 FOOT MINIMUM WIDTH.
<br />52. ONCE CONCRETE WASTES ARE WASHED' INTO THE DESIGNATED AREA AND ALLONED TO HARDEN, THE CONCRETE SHALL BE BROKEN UP,
<br />REMOVED, AND DISPOSED OF PER BMP WM-5, 'SOLID WASTE MANA6EE/NT', AND IN CONFORMANCE MITH THE PROVISIONS IN THE
<br />STATE STANDARD SPECIFICATIONS, SECTION 15-3.02, 'REMOVAL METHOD.'. DISPOSE OF HARDENED CONCRETE ON A RE6ULAR
<br />BASIS.
<br />53. TEMPORARY WASH OUT AREAS SHALL BE LINED WITH POLYETHYLENE PLASTIC LINING MATERIAL THAT IS A MINIMUM OF 60 MIL
<br />THICKNESS, FREE FROM HOLES, TEARS OR OTHER DEFECTS THAT WOULD COMPROMISE THE IWOU4EABILITY OF THE MATERIAL.
<br />54. MEN TEMPORARY WASH OUT FACILITIES ARE NO LONGER REQUIRED FOR THE MORK, THE HARDENED CONCRETE SHALL BE REMOVED
<br />AND DISPOSED OF AS NOTE? 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 SPECIFICATION5, SECTION 7-1.13.
<br />NOTICE OF INTENT
<br />55. THE STATE WATER RESOURCES CONTROL BOARD HAS RECEIVED AND PROCESSED TFE NOTICE OF INTENT TO COMPLY WITH THE TERMS
<br />OF THE 6ENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED CONSTRUCTION ACTIVITY. THE AVID IDENTIFICATION NUMBER
<br />IS 553gC330637, FOR ANY COMMUNICATIONS RE6ARDIN6 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: KEVIN
<br />DATE: DEQ • 26, 200
<br />SCALE:
<br />1"=503'
<br />DWG: 2g6PH36D-IVR
<br />CHECKED: R. D. C.
<br />JoB # 296A-04
<br />SHEET
<br />OF
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