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SPEC I FI GAIT I ON5
<br />1. ALL IMPROVEMENTS TO BE DOE SHALL BE DOE IN AC60WANIE MI774 THE WOUIRE'ENTS OF THE LATEST EDITION OF THE
<br />SAN J0AQUIN COUNTY DEPARTMENT OF PUBLIC 1'OORKS STANDARD SPECIFIGATION5 AND THE LATEST EDITION OF THE STATE Or -
<br />CALIFORNIA DEPARTMENT OF 7RAN5PORTATION, STANDARD SPECIFICATIONN5, AMID THE REGY/IR61BNT5 CP TME OAKWOOD LAKE
<br />WATER DISTRICT. 71E OAKYI,OOD LAKE HATER DISTRICT FACILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE
<br />CITY OF MAN7ECA DEPARTMENT OF PUBLIC MORK5 STANDARD SPECIFICATIONS.
<br />2. BENCHMARK, CITY OF MANTECA BENCHMARK No. 71, 2' BRASS GAP LOCATED APPROXIMATELY 25 FEET NORTH OF THE
<br />NORTHEAST CORNIER OF SECTION 11, TONSHHIP 2 SOUTH, RANGE b EAST, MOUNT DIABLO MERIDIAN, AT THE INTERSECTION OF
<br />W-KINLEY AVENUE AND BRONZAN ROAD.
<br />ELEVATION = 16.703, U. S. 6. S. DATUM.
<br />3. SOILS R3VRT: THE GEOTECHNICAL SERVICES REPORT FOR THE PROPOSED OAKWOOD LAKE DEVgoPMEJT, WOAODHA,RD AVENUE,
<br />MANTECA, CALIFORNIA, PREPARED BY KLEINPELDEL, INC., WITH PROJECT NO. 48043.601, DATED OCTOBER 27, 2004, 15
<br />HER®Y MADE A PART OFF THESE PLANS.
<br />4. THESE PLANS HAVE BEEN CHECKED BY THE COUNTY OF SAN JOAQUIN AND/OR ITS AUTHORIZED RMBRESENTATIVE, BUT SUCH
<br />C4'EOKIN6 AND/OR APPROVAL DOES NOT REDIEVE 77E DEVELOPER FROM HIS RESPONSIBILITY TO CORERi-T ERRORS, OMISSIONS
<br />OR MAKE CHANSES REQUIRED BY CONDITIONS DISCOVERED IN THE FIELD DURING THE COURSE OF CONSTRUCTION.
<br />5. IF A CONFLICT OCCURS BETkEEN THE SAN JOAQUIN COUNTY DB16N AND CONSTRUCTION STANDARDS AMID THE R=COMEWATIONS
<br />BY THE DES16N ENOL EER AND/OR 50IL5 H46INE, THE H}
<br />PUBLIC WORKS. ORE STRIN6BNT SMALL APPLY AS DIRECTED By THE DIRECTOR OF
<br />6. 60ARANTEE: TME COMPLETED PROJECT, INCLUDIN6 ALL MORK, MATERIALS, DEVICES AND EJUIPMENT, SHALL BE 6UARANTEED
<br />BY THE DEVELOPER A6AINST FAULTY moWHMNSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE
<br />BY THE DIRECTOR OF PUBLIC MORCS. THE DEVE_OPER SHALL BE RESPONSIBLE FOR ALL REPAIR AND/OR IZERLALE8N75
<br />INCLUDING ALL LABOR, MATERIALS, EQ10IPlEIJT, DEVICES, PLANT AND OTHER ITEMS OF WOR': NELBSARY. TO SECURE
<br />THIS 6UARANTEF, A BOND OR OTHER SECURITY SHALL BE PROVIDED IN THE AMOUNT OF 20% OF THE VALUE or THE MORK
<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 77E FORMAL ACCEPTANCE OF THE MOW BY THE DIRECTOR OF PUBLIC NOZS OR BOARD OF SUPERVISORS.
<br />7. INSPECTION DURIN6 CONSTRUCTION, ANY IMPROVEMENTS CONSTRICTED TO THESE SPECIFICATIONS AND M41CH IT 15
<br />INTENDED THAT THE COUNTY OR A HHOEONEFS ASSOCIATION WILL ASSU/E MAINTENANCE RESPONSIBILITY, MUST BE
<br />INSPECTED DURING CONSTRUCTION BY AN AUTHORIZED A6ENT OF THE DEVELOPER AND DIRECTOR OF PUBLIC HVORKS. EACH
<br />PHASE OF CONSTRICTION MUNS
<br />ST BE IPECTED AND APPROVED PRIOR To FRAC®INE TO THE SUBSEQUENT PHASES.
<br />ANY IMPROVEMENTS ONSTRCTED WITHOUT INSPECTION AS PROVIDED ABOVE OR CONSTRUCTED CONTRARY TO THE, ORDERS
<br />OR INSTRUCTIONS OF THE AUTHORIZED A6BNT OF THE DEVELOPER OR DIRECTOR WILL BE DEEMED AS NOT COMPLYING
<br />WITH THE SAN JOAQUIN COUNTY STANDARDS AND SPC-GIFfCATIOS, AND WILL NOT BE ACCEPTED By SAN JOAQUIN COUNTY
<br />FOR MAINTENANCE PURPOSES.
<br />THE DEVELOPER WILL HAVE COMPACTION TESTS TAKEN ON ALL LOTS HHHERRE' THE DEPTH OF FILL IS 6REATER THAN
<br />SEVEN (7') INCHES AND WITHIN THE STREETS. RE-TBT5 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 MORS WILL PEWORf FIELD INSPECTIONS FOR THIS PROJECT. THE OAKWOOD LAKE
<br />HATER 015TRICT WILL PERFORM FIELD INSPECTIONS FOR THE INSTALLATION OF THE SANITARY SEHER, LOMESTIC WATER
<br />AND STORM DRAIN SYSTEMS FOR THIS PROJECT.
<br />THE CIVIL IEN61N®2, DIRECTOR AND DEVELOPER, OR THEIR A6ENT5, SHALL AT ALL TIME, HAVE ACCESS TO THE HOER:
<br />DURIN6 ITS CONSTRUCTION, AND SHALL BE FURNISHED WITH EVER( REASONABLE FACILITY FOR ASCERTAINING THAT
<br />THE MATERIALS AND THE MORR"KNANSHIP ARE IN ACCORDANCE WITH THE REQUIREMIENTS AND INTENTIONS OF THESE
<br />SPECIFICATIONS, SPECIAL PROVISIONS, AND PLANS. ALL MORN DONE AND ALL MATERIALS FURNISHED SHALL BE SUBJECT
<br />TO REVIEW. THE REVIEW THE E YORK OR MATEHE RIALS SHALL NOT RELIEVE TCONTRACTOR AND DEVELOPER OF ANY
<br />OF THEIR OBL16ATIONS TO FULFILL THEIR CONTRACT AS PRESCRIBED.
<br />6. FINAL REVIEW: UPON COMPLETION OF ANY IMPROVEMENTS WHICH ARE CONSTRICTED UNDER AND IN CONFORMANCE MITH
<br />THE STANDARD SPECIFICATIONS, AND PRIOR TO REO/ESTIN6 FINAL INSPECTION, 77E AREA SHALL BE 7NOROU6HLY
<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 71-E DIRECTOR AND THE DEVELOPER.
<br />WITHIN TEN (10) DAYS AFTER RECEIVING THE REQUEST FOR FINAL INSPECTION, TE DIRECTOR SHALL INSPECT THE
<br />WORK. THE DEVELOPER, OR HIS AUTHORIZED FE"RESENTATIVE, WILL BE NOTIFIED IN MRITIN6 AS TO ANY PARTICULAR
<br />DEFECTS OR DEFICIENCIES TO BE REEDIER. THE CONTRACTOR SHALL PROGEFD TO CORRECT ANY SUCH DEFECTS OR
<br />DEFICIENCIES AT THE EARLIEST POSSIBLE DATE. AT SUCH TIME, AS 77-E MORK HAS BEEN COMPLETEDA SECOND
<br />INSPECTION SHALL BE MADE BY THE DIRECTOR TO DETERMINE IF IME PRIEVIOUS,PLY MENTIONED DE= , EEC75 HAVE BEEN
<br />REPAIRED, ALTERED AND COMPLE7FD IN ACCORDANCE WITH THESE STANDARDS AND SPECIFICATIONS.
<br />WHEN THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONLS, THE DIRECTOR
<br />WILL RECOMMEND ACCEPTANCE OF THE HOW TO THE BOARD OF SUPE VI5OR5. THE DIRECTOR WILL NOTIFY, IN HRITIN6,
<br />THE DEVELOPER, OR HIS AUTHORIZED ROTATIVE, AS TO THE DATE OF APPROVAL AND FINAL ACCEPTANCE.
<br />9. CHANGES ON PLANS AND 5FECIFICATION5: ANY LHAN6E5 TO THE APPROVED IIPROVEMIENT PLANS AND SPECIFICATIONS
<br />MU5T BE PREPARED AND CERTIFIED BY THE CIVIL E16INlEEW, AND SHALL BE SUBMITTED TO THE DIRECTOR FOR APPROVAL
<br />PRIOR TO IMPLEMENTATION.
<br />10. TIE CONTRACTOR SHALL KEEP HIMSELF FULLY INFORED OF ALL EXISTIM6 AND FUTURE STATE AND FEDERAL LAWS AND ALL
<br />COUNTY, MUNICIPAL AND SPECIAL DISTRICT ORDINANCES AND REGULATIONS MICH IN ANY MANGER AFFE=CT THOSE M6A6ED OR
<br />EMPLOYED IN THE MOW, OR THE MATERIALS USED IN THE MOW, OR MICH IN ANY WAY AFFECT THE CONDUCT OP THE MORK,
<br />AND OF ALL SUCH ORDERS AND DECRi9ES OF BODIES OR TRIBUNALS HAVING ANY JURISDICTION OR AUTHORITY OVER THE SANE.
<br />AND SHALL CAUSSE ALL HIS A
<br />THE CONTRACTOR SHALL AT ALL TIME OBSERVE AND COMPLY WITH, 6BNT5 AND EMPLOYEES TO
<br />OBSERVE AND COMPLY NITM ALL SUCH EXISTING AND FUTURE LAH5, ORRDINANGE5, F€6ULATIONS, ORDE=RS AND DEC.REE5 OF
<br />BODIE5 OR TRIBUNALS HAVIN5 ANY JURISDICTION OR AUTHORITY OVER THE NOW; AND SMALL PROTECT AND INDENIFY SAN
<br />JOAQUIN COUNTY AND THE OH&E2, AND ALL OFFICERS AND EMPLOYt£5 THEREOF CONNECTED WITH THE HOW, INCLUDING THE
<br />E 6INEFR, AGAINST ANY CLAIM OR LIABILITY ARISING FROM OR BASED ON THE VIOLATION OF ANY SUCH LAN, OIZDIWANCE,
<br />REGULATION, ORDER, OR D651l , WFETH82 BY HIMSELF OR HIS EMPLOYEES. IF ANY DISCREPANCY OR INGONSIST3NA is
<br />E,
<br />DISCOVERED IN THE PLANS, SPECIFICATIONS, OR CONTRACT FOR TE WORK IN RELATION TO ANY SUCH LAW, ORDINANCE,
<br />REGULATION, ORDER, OR DECREE THE CONTRACTOR SHALT- FORTWVITH REPORT 71-E SAW TO THE ENBINffiR IN WRITING.
<br />11. THE ENSINEER ASSUMES NO RESPONSIBILITY FOR ANY MORK PEMFOREp BY THE CONTRACTOR OR OYNER BASED ON PLANS NHIOH
<br />HAVE NOT BEEN SIMEX7 AND SEALEV BY THE E61NEER AND APPROVED BY 77E CITY OR COUNTY HAVIN5 JURISDICTION. ALL
<br />INFORMATION SHOWN ON FREIMINARY DRAMIN55 15 5U6..ECT TO CORIRECTION AND CHANGE, AND THE CONTRACTOR OR OPER
<br />SHALL DEWORM ANY AND ALL WORK AT THEIR OHN RISK.
<br />12. ALL DISTANCES AND MEASUREMENTS ARE 61VEN AND WILL BE MADE IN A HORIZONTAL PLANE. GRADE HILL BE 61VEN PROM THE
<br />Top OF NAILS OR STAKES, UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL PRESERVE ALL POINTS AMID STAKES SET FOR
<br />LINES AMID 6RADF5 OR MEASBV/R81ENT5 OF THE MORN, IN THEIR PROPER LOCATION UNTIL AUTHORIAL TO REMOVE THEM BY TME
<br />IEN&IN ER. ALL EXPENSES, INCURRED IN REPLACING STAKES THAT HAVE B$W REMOVED WITHOUT PROPER AUTHORITY SMALL BE
<br />PAID FOR BY THE 6ENERAL CONTRACTOR.
<br />13. THESE PLANS HAVE BEEN PREPARED WITH THE INTENT THAT ASSOCIATED ENSINEERIN6 CROUP, INC. WILL PE€ORI THE
<br />CONSTRUCTION 5TAKIW FOR THE COMPLETE PROJECT. THE CONTRACTOR SHALL PROVIDE ASSOCIATED EN51NEERIN6 CROUP, INC.
<br />WITH FORTY-EIGHT HOURS ADVAMX,E MOTILE OF STAKING NERDS. ANY STAKING WOIBT D BY TE CONTRACTOR oR THEIR
<br />SUBCONTRACTORS THAT IS ABOVE AND BEYOND TIE AER® UPON STAKING R5QUE5T SMALL BE SUBJECT TO AN EXTRA BACK
<br />CHARGE TO THE CONTRACTOR / CLIENT. IF ANOTHER FIRM OR A60NCY 15 EMPLOYED TO USE THESE PLANS FOR TIE PURRPOF,.E
<br />OF CONSTRUCTION STAKIN6, NOTICE 15 HAY (91VEN THAT ASSOCIATED BESINSR7NG 6ROUP, INC. WILL NOT ASSUME ANY
<br />RESPONSIBILITY FOR L OR OMISSIONS, IF ANY, WHICH M16HT OCCUR AND WHICH COULD HAVE BEEN AVOIDED,
<br />CORRECTED OR MITIGATED IF ASSOCIATED E NOINEERIN6 6ROUP, INC. HAD pEWORFv THE STAKING HORN.
<br />14. H`IB1E THE FLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE HOOK. IN 6E PAL TERMS, BUT NOT IN COMPLETE DETAIL,
<br />IT 15 UNDERSTOOD THAT ONLY THE BEST 6E ERAL PRACTICE 15 TO PREVAIL AND THAT ONLY MATERIALS AND NOWMAN5HIP OF
<br />THE FINEST QUALITY ARE To BE USED.
<br />15. THE CONTRACTOR SHALL COMPLY WIT" THE REQUIREMENTS OF THE STATE OF CALIFORNIA HATER RESOURCES CONTROL BOARD
<br />(SNRCO), ORDER NO. a2 -05-12W, MFfS 6EERAL PERMIT NO. GASOCC O2. TE CONTRACTOR SHALL IMPLEMENT AMID MONITOR
<br />THE STORM HATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE MITH THE SHFRCB AnSULATION5.
<br />16. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS PERTAININ6 TO HIS
<br />OPERATIONS. HE SHALL PROVIDE ALL L16HTSS, 516NS, BARRICADES, FLA6 MEN OR OTHER DEVICES NEGE56ARY FOR PUBLIC
<br />SAFETY. THE CONTRACTOR'S ATTENTION 15 GALLED TO THE REQUIREMENTS or TITLE B OF THE CALIFORNIA ADMINISTRATIVE
<br />CODE, SUBCHAPTER 4, ARTICLE 6, 'EXCAVATIONS, TlIENLHIB, EARTHHOIK.'
<br />17. INDEMNITY CLAUSE: CONTRACTOR A6R ES TO ASSUME SOLE AMID COMPLETE Rl5PON51BILITY FOR JOBSITE CONDITIONS DURIN6
<br />THE COURSE OF CONSTRUCTION OF THIS PRO -OCT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THIS
<br />MOUIREENT SMALL APPLY CONTIMJOU-14-Y AND NOT BE LIMITED TO NORMAL MORKINS, HOURS; AND THAT THE CONTRACTOR
<br />SHALL DEFEND, INDEMNIFY AND HOLD HARLESS, THE COUNTY OF SAN JOAQUIN, ITS ELECTED OFF=ICIALS, OFFICERS,
<br />EIPLOYEE5, AND A6ENT5 FROM ANY AND ALL CLAIMS, C05T5 OF LITI6ATION, DAMAGES, AND ATTOdEY'S FE35, FOR PE 50NAL
<br />INJURY OR PROPERTY DAMA6E OF WHATEVER NATURE MHIGH 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 NOISANGE AS REQUIRED BY
<br />THE COUNTY OF SAN JOAQUIN, AT THE CONTRACTOR'S EXFENr.E. THE CONTRACTOR SHALL IMPLEMENT A DUST CONTROL PROGRAM
<br />AS PART OF THE MEA--VRE5 REQUIRED BY THE E.I.R. (LWAPTER 4.6) FOR AIR QUALITY CONTRA- AND 77E REQUIREMENTS of
<br />PM 10 AND THE BBT AVAILABLE CONTROL MEASURES (BACH) APPROVED By THE BOARD. THE PR:KRAH SHALL INSURE THAT, AT
<br />THE PUBLIC WORKS DIRECTOR'S DISCRETION, A HATER VEHICLE FCR DUST CONTROL OPERATIONS 15 KERB READILY AVAILABLE
<br />AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SMALL PROVIDE TME PUBLIC WOR.5 DIRECTOR AND BUILDING
<br />OFFICIAL MITH TIE NAME AND TELEPHONE NUMBER OF THE PERSON DIRECTLY RESPONSIBLE FOR DUST CONTROL_ AND OPERATION
<br />OF THE WATER VEHICLE.
<br />14. THE EKI5TIN5 UTILITIES ARE PLOTTED FROM AVAILABLE RECORDS OR FIELD LOCATIONS WREN POSSIBLE. THE CONTRACTOR
<br />SHALL. LOCATE AND PRESERVE ALL EXISTING FACILITIES IWLU0IN6 GA5, MATER, IRRI6ATION, POWER, TELEF E, SE'a2
<br />OR OTHIES MICH MAY BE PRESENT IN THE AREA OF CONL571a.A TION. THE RESPECTIVE UTILITY COMPANIES SHALL BE
<br />NOTIFIED PRIOR TO BC-6INNI6 HORN.
<br />20. THE EXISTIN6 UTILITIES SHALL NOT BE INTERRUPTED UNTIL TIE UTILITY ANY HAS PROVIDED ALTERNATIVE SENILE
<br />FACILITIES. THE CONTRACTOR SHALL COOPERATE ANO COORDINATE HIS NOW MITI THE APPROPRIATE A6ENCIB AND UTILITY
<br />COMPANIES.
<br />21. ALL CON-TRCTION STAKIN6 FOR 6RADIN6, CURBS AND 6UT7ES, SIDIEHALKE, SANITARY 513E 5TORM PRA I
<br />SURVEYOR. NS, WATER
<br />LINES, FIFE HYDRANTS, ELECTROLIEZS, EMG. SHHALL BE DONE BY A R5615maS2 CIVIL EJ61NEER OR LICENSED LAND
<br />22. PRIOR TO TR541HINCI FOR ANY 59`82, WATER OR STORM DRAIN PIPE, THE CONTRACTOR SHALL VERIFY, IN 77-E FIELD, 77E
<br />SIZE AND LOCATION OF 77E EX75TIN6 PIPE AT THE POINT OF CONNECTION. ANY DEVIATION FROM THE PLANS SHALL BL -
<br />RESOLVED BY THE DE5I6N L1,61N®2 PRIOR TO TRENCHIN6. ANY DAMA6E CAUSED BY TENCHIN6 TO EXI5TIN6 UNDEdSROINP
<br />UTILITIES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
<br />23. ALL TRENCHES SHALL BE BACKFILLED IN ACCORDANCE WITH SAN JOAQUIN COUNTY STANDARD DETAILS. COMPACTION SHALL BE
<br />ACHIEVED BY MECHANICAL MEMS. NO FLOODIN5, PONDINS, OR-ETTIN6 SHALL BE FEaMIT7ED UNLESS APPROVED BY THE
<br />DIRECTOR OF PUBLIC NORC5 IN WRITIN6.
<br />24. TESTING:
<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 TESTING SHALL BE P6RPCR EP BY A LICBSED
<br />SOILS EN6INEER, AT THE DEVELOPERS E)OPENSE.
<br />G. 7E5T5 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 TESTING SERVICES.
<br />25. ASBESTOS CEMENT PIPE (ACP) OR VITRIFIED CLAY PIPE (VCP) OR ITS FITTIN65 SHALT_ NOT BE USED MITHfN SAN JOAQUIN
<br />COUNTY.
<br />26. THE FULL STRUCTURAL SECTION OF THE MAJOR 5TREET SHALL BE CONTINUED THROU6H THE INTER5EGTIONS.
<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 TiRAN-FORTATfON AND THE CALIFORNIA StPPLE E NT TO THE M. U. T. G. D., AND MUST MEET TE COUNTY STANDARDS.
<br />26. IF, DURING CONSTRUCTION, ARCHA60L06ICAL REMAINS ARE ENCOUNTERED, CONSTRUCTION IN THE VICINITY SHALL BE HALTED,
<br />AND AN AROND HAEOLOSIST CONSULTED, ATHE COUNTY PUBLIC HOORK5 DEPARRMBJT NOTIFIED. IF, IN THE OPINION OF TIE
<br />ARCHAEOL0515T, THE REMAINS ARE 516NIFICANT, MEASURES AS MAY BE REQUIRED BY THEDIRECTOR LP PUBO IG WCRCS,
<br />SHALL BE TAKEN TO PROTECT THEM.
<br />29. DISPOSAL OF WATER INTO THE SANITARY SEW SYSTEM 15 STRICTLY PROHIBITED.
<br />30. THE CONTRACTOR SHALL MAINTAIN ALL STREETS, SIDEWALKS, AND ALL OTHER PUBLIC R16HNT5-OF-MAY IN A CLEAN, SAFE AND
<br />USABLE CONDITION THRPU HIOUT THE COURSE OF CONSTRUCTION. ALL SPILLS OF SOIL, ROCK, CONSTRXTION DEBRIS, ETC.,
<br />SHALL BE REMOVED IMMEDIATELY FROM PUBLICLY OMED PROPERTY. ALL ADJACENT PROPERTY, PRIVATE OR PUBLIC, SHALL BE
<br />MAINTAINED IN A CLEAN, SAFE AND USABLE CONDITION. THE CONTRACTOR SMALL PROVIDE FOR SAFE, UNOBSTRUCTED ACCE55
<br />TO PRIVATE PROPERTY ADJACENT TO MORK THROUGHOUT THE PERIOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE THE
<br />PUBLIC MORCS DEPARTMENT THE NAME AND TELEPHONE NUMBER OF PERSON AVAILABLE 24 HOUR' A DAY IF PROBLEMS OR
<br />CONDITION 15 NOT MET.
<br />31. ALL TRASH, CONSTRUCTION DEBRIS AND MATERIALS SMALL BE CONTAINED WITHIN THE CONSTRUCTION AREA UNTIL OFF-SITE
<br />DISPOSAL L CAN BE AR2065ED.
<br />32. THE CONTRACTOR SHALL KEEP ADJOINING PUBLIC STRUTS AND PARKIN6 AFE45 F4Rg AND CLEAN OF PROJECT DIRT, MUD AND
<br />MATERIALS DURING THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIVE IEASURE5 AS
<br />DIRECTED BY THE PUBLIC WORKS INSPECTOR AT NO F_)(PEN5E To THE COUNTY.
<br />33. THE APPLICANT SHALL ALERT CONSTRUCTION PER5ONNEL OF THE POSSIBILITY OF BURIED CULTURAL RBOIRCB, HUMAN
<br />REMAINS AND OTHER SUCH CULTURAL RESOURCES AND SMWJ_ IMEDIATELY COMPLY WITH ALL REQUIREMENTS CONTAINED IN THE
<br />EIR, INCLUDING THE STOPPAGE OF ALL NOW, NOTIFICATION OF THE NATIVE AMERICAN HERITAGE COMMISSION AND THE STAN
<br />JOAQUIN COUNTY CORONER, AS APPLICABLE.
<br />34. MHEN WIDENING THE PAVEMENT ON AN EXI5TIN5 ROAD, THE EXISTING PAVEMENT SHALL BE SAWCUT 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 POTHOLIN6, MAY BE REQUIRED TO DETERMINE THE LIMITS OF PAVEMENT REMOVAL. THE CONTRACTOR SHALL
<br />OBTAIN AN ENCROAGMMIENT PERMIT FROM THE CITY OF MANTECA PRIOR TO BESINNIN5 ANY HOW ON WOODWARRD AVENUE.
<br />35. STREET STRIPING SHALL INCLUDE STOP BARS, LEGENDS, CENTERLINE STRIPING REFEKTIVE PAVEMENT MARKERS, CROSSWALKS
<br />AND ALL OTBR MARKINGS REQUIRED BY THE DIRECTOR OF PUBLIC MICROS. ALL STRIPING SHALL BE DOME Hf TH TIBdMOPLASTIG
<br />AND REFLECTIVE WJaO;5. ALL STRIPING SHALL BE GAT -TRACK® PRIOR TO FINAL INSTALLATION. FINAL. INSTALLATION HILL
<br />BE ALLOWED ONLY AFTER APPROVAL OF THE 5TRIPIN6 LAYOUT BY THE PUBLIC WORKS CONSTRUCTION INSPECTOR.
<br />36. FINAL PAVEMENT WORK SMALL NOT OCCUR WITHIN THE ROAD RI6HT-OF-WAY PRIOR TO THE COMPLETION OF UTILITY
<br />RELOCATIONS WITHOUT TME SPGCIFIC APPROVAL OF THE DIRECTOR OF PUBLIC WORKS.
<br />37. THE THICKNESS OF SUBBASE, BASE, AND SUR=ACIN6 SHALL BE AS APPROVED ON THE IHPROVE aka PLANS. SEE THE STREET
<br />SEGTION5 CHART.
<br />36. F05 SEAL AT ASPHALT CONCRETE. THE TYPE OF FQ5 SEAL USED SMALL BE pER SECTION 37 OF CALTRAN5 STANDARD
<br />SPECIFICATIONS LATEST EDITION AND AS APPROVED BY SAN JOAQUIN COUNTY PRIOR TO USE.
<br />39. THERE SHALL BE A 2% CIRO55 SLOPE ON THE CONSTRUCTION OF ALL NEW STREETS.
<br />40. ALL TERMINATED STREET' WITHOUT A CUL -DE -SAG SHALL HAVE A BARRICADE INSTALLED IN ACCORIJANCE WITH STANDARD
<br />DETAIL R-24 OF THE STANDARD DETAILS.
<br />41. ALL MAN40L.E RIMS, LAM -HOLES, VALVES AND MONUMENT 80)E5, ETC. SHALL BE ADJUSTED TO FINISH BRAVE AFTER STRUT
<br />PAVIN6 BY 77E UNDER596UNP CONTRACTOR AFTER THE FINAL PAVING COURSE IS PLACED, UNLESf OTFBRYIfSE NOTED. COST
<br />FOR THIS WORK SHALL BE INCLUDED IN TE UNIT PRICES FOR MANHOLE5.
<br />42. UTILITY 00XE5 SET IN PAVED STREETS SHALT- HAVE H-20 LIDS.
<br />6RADIN6 NOTE5
<br />43. ALL 6RAOIN6 SHALL BE INSPECTED AND TESTED BY A QUALIFIED 5011-5 BNSINEER OR UNDER THEIR DIRECTION. THE SOILS
<br />ENGINEER SHALL INSPECT AND TEST THE PLACEMENT OF FILLS. THE SOILS ENGINEER SHALL SUBMIT A SOILS REPORT AND
<br />R5QUIR3fENT5 AND WILL DET AIME THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF 6RAOIN5 OPERATIONS THE
<br />SOILS EN51NEER SMALL STATE IN A REPORT TO THE COUNTY OF SAN JOAQUIN THAT INSPECTIONS AND TESTS NEW MADE BY HIM
<br />OR UNVE2 HIS -SUPERVISION AND THAT IN H15 OPINION ALL FILLS ARE COMPACTED TO 7HE REWIRED RELATIVE DE51TY AND ARE
<br />ACCEPTABLE FOR THEIR INTENDED USE.
<br />44. THE CONTRACTOR SMWJ_ LIMIT TRAFFIC SPEE05 ON ANY UNPAVED SURFACE TO 15 MILES PER HOUR TO LOHB2 TIE AMOUNT OF
<br />DUST CREATED.
<br />45. THE CONTRACTOR SHALL SUSPEND EXCAVATION AND 6RADIN6 ACTIVITIES MEN THE HINDS, EXCEED 20 MILS PER HOUR.
<br />46. DEVELOPER/CONTRACTOR'S HOW SHALL BE IN ACCORDANCE WITH 77E 51VAPW EUIDELINS, IL'LUDIN5 SJVAPCD REGULATION VIII
<br />AND IMPLEMENT CONTROL MEASUIRE'P BA5EP ON S.NAPW'S COMPLIANCE ASSISTANT BULLETIN FOR SHORT TERM IMPACTS. SJVApw
<br />SMALL BE CONTACTED TO DISCU65 M1T76ATICN MEASURES AMID IMPLEMENT MEASURES FROM TABLE 6-4 OF THE GUIDE FOR
<br />ASSESSING AND MITIGATING AIR QUALITY IMPACTS.
<br />IHTTI TTTP=-
<br />47. ALL MOW SHILL BE DINE IN ACCORDANCE MITH THE COUNTY OF SRW JJOAQUIN'S STANDARD SPECIFICATIONS, THE OAKNOW LAKE
<br />WATER DISTRICT AND THE LATEST EDITION OF THE UNIFORM PLUM3IN6 LODE.
<br />46. THE CONTRACTOR SHALL COMPLY WITH THE REQUIRES OF CHAPTER 4, SECTION 6705, 6706, AND 6707 OF THE STATE LABOR
<br />CODE.
<br />44. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL A DETAILED PLAN SHOMIN6 THE DB16N OF SHORIN5, BRACING, SLOPIN5, OR
<br />OTHER PROVISIONS TO BE MADE FOR YORKER PROTECTION FOR ALL AREAS TO BE EXCAVATED TO A DEPTH OF FIVE FEET OR MORE.
<br />IF THE PLAN VARIES FROM THE 1/RIN6 SY5T39 STANDARDS, THE PLANS SHALL BE PREPARED By A RE675TB1ED LI VIL OR
<br />STRUCTURAL ENGINEER.
<br />50. ALL TRENCHES SHALL BE BACKFILLED IN ACCORDANCE WITH SAN JOAQUIN COUNTY STANDARD DETAILS. COMPACTION
<br />SHALL BE ACHIEVED BY MECHANICAL MEANS. No FLOODING, PONDING, OR-ETTIN6 SHALL BE PERMITTED UNLESS
<br />APPROVED BY THE OAKWOIOD LAKE HATER DISTRICT EN6IN�2 IN WRITTIN6. REFER TO THE P.V.L. SANITARY 59'ER
<br />TRENCH SECTION ON SFEET 4 FOR ADDITIONAL Fa:WIREMENT5 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 SHOW ON THE PLANS SHALL BE GLASS III OR H16HE2 REIYOWEO CONCRETE PIPE. USE RIBBER
<br />6AS 7E2 .JOINTS COFOMIN6 TO T E REGMUIE8NT5 OF ASTM 1%16NATIONS L-76 AND 0-443 AND CHAPTER 3 OF THE COUNTY STMDARD
<br />SPECIFICATIONS. if THE PLANS SHOW R.L.P. STORM DRAINS, IB INOfS OR SMALLER 7N DIAMETER, 77E CONTRACTOR HAY USE
<br />POLYVINYL CHLORIDE PIPE CONFORMING TO A5TM D-3034, SDR 35, WITH RUBBER SEAL_IN6 RIN65 ME ETIN6 ASTM D-3212
<br />'JOINTS FOR DRAINS AND 58`Q PIPES USIN5 FLEXIBLE EASTOERIC SEALS' AS PER THE SAN JOAQUIN COUNTY STANDARDS.
<br />BACKFILL OF P.Y.G. STORM DRAIN LINES SHALL BE IN ACCORDANCE WITH 774E BACKFILL REQUIREMENTS OF THE P.V.G.
<br />SANITARY SO LINES, AS PER THE DETAIL ON SKEET 4 OF THESE PLANS. UNLESS NOTED ALL STORM DRAIN MANHOLES
<br />ARE TYPE 1 (STANDARD DETAIL CW -57) AND ALL CURB INLETS ARE TYPE 1 (STANDARD DETAIL 0-13). A SADDLE -TYPE
<br />MANHOLE (STANDARD DETAIL D-16) SHALL BE USED FOR ALL PIpE5 6REATER THAN 33' IN DIAMETER.
<br />53. ALL ON-SITE STORM DRAIN INLETS MUST BE LABELED 'NO DUMPIN6 - DRAINS TO DELTA' USING AN APPROVED METHOD.
<br />54. THE CONTRACTOR 15 TO BE R.ESPON57BLE FOR ALL TBTIN6 OF STORM AMAIN FACILITIES.
<br />WATER
<br />55. MATER LINES SMALL BE A MINIMUM OF 10 FEE=T FROM SEER MAINS. CROS511465 SMALL MEDT STATE HEALTH STANDARDS. SEER
<br />LINE N®5 TO BE BELOM WATER LINE.
<br />56. THE CONTRACTOR 15 TO BE RESPONSIBLE FOR ALL TESTING AND DISINFECTION OF WATER LIMES IN COWORW4CE WITH THE
<br />RECUIR3EJT5 OF THE OAKJVW LAKE HATER DISTRICT PRIOR TO FINAL ACCEPTANCE. ALL HATER LITS SMALL BE PRESSURE
<br />TESTED, DISINFECTED, FLU5HED AND TESTED FOR BACTERIA IN 600-ff RANCE WITH SECTION 4, OF THE SAN JOAQUIN COUNTY
<br />STANDARDS PRIOR TO FINAL ACCEPTANCE BY THE WATER DISTRICT.
<br />57. ACTUAL CONSECTIONS, TO EXISHA15 HAT3R DISTRICT HATER LITS WILL NOT BE PERMITTED PRIOR TO THE COMPLETION OF
<br />57ERILIZATICN AND TBTIM5 OF PAYER MAINS. ALL EXISTING MATER VALVE'S ARE TO BE OPERATED UNDER THE DIRECTION OF THE
<br />WATER 015TRICT ONLY.
<br />56. WATER SERVICES SHALL BE 1' DIAMETER PLASTIC PIPE AS PER SAN JOAQUIN COUNTY STANDARD SPECIFICATIONS AND STANDARD
<br />DETAIL CM -W6.
<br />59. THE LOCATION OF WATER SERVICE IN MEN SUBDIVISIONS SHALL BE MARKED BY THE CONCRETE CONTRACTOR WITH THE LETTER 'M'
<br />STAMPED ON THE BACK OF SIDEWALK OR ON THE TOP OP CURB. THE UNIDERSWUND CONTRACTOR SHALL_ PROVIDE SUFFICIENT
<br />RECOPS ANI SHALT_ LEAVE ADEQUATE MARKS IN THE FIND FOR THE COW4;E- E CONTRACTOR TO AC.O/RATELY STAMP 7HE LETTER 'W
<br />FOR ALL X47ER SERVICES, PRIOR TO PLAGINS ANY SIDEWALK OR CURB AND GUTTER. THE CONCRETE CONTRACTOR SHALL VERIPY
<br />THE LCGATIOS CP ALL DRIVEWAYS, AMID HATER SERVICE BEFORE POURINS THE ORB, AND FURNISH TO THE SAN JOAQUIN COUNTY
<br />FIELD INSPECTOR SHMIN5 HE HAS ADEQUATE INFORIOTION TO ACCURATELY FIELD LOCATE AND MARC THE LETTER 'W' TO BE
<br />STAMPED IN HIS MOR:.
<br />60. FIRE HYDRANTS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE SAN JOAQUIN COUNTY
<br />STANDARD SPECIFICATIONS AND STANDARDDETAIL CHM
<br />I - 2 1/2" OUTLET. -N18. HYDRANTS SHALL BE LOVE BEACH 425 OR EQUAL WITH 1 -. 4 1/2' AND
<br />SANITARY SEVER
<br />61. 6RAVITY 549 PIPE: P.V.G. PIPE AS SHORN ON THE PLANS SHALL BE POLYVINYL CHLORIDE PIPE CONFORMING TO ASTM D-3034,
<br />SDR 35, Nf TH RUBBER SEALfNS RIN55 NEDTIN6 ASTM D-3212 'JOINTS FOR DRAINS AND SEI PIPES USING FLEXIBLE
<br />ELASTOMERIG SEALS' OR AN APPROVED EQUAL.
<br />62. S&ER LATERALS SHALL BE 4' IN DIAMETER, AND SHALL INCLUDE A CLEAN-OUT AT I FOOT MINIMI TO 2 FEET MAXIMUM BEHIND
<br />THE BACK OF SIDEWALK. SEE PLANS FOR LOCATIONS AND DRAHIN6 No. 5-7A.
<br />63. 77E LOCATION OF 55MBR SERVICES IN NEN SUBDIVISION5 SHAH BE HARKED By THE GONOfETE CONTRACTOR W7'M THE LETTER '5'
<br />STAMPED ON THE BAC; OF SIDEWALK OR ON THE TOP OF CURB. THE UNIDEiaSROUNND CONTRACTOR SHALL PROVIDE SUFFICIENTRECORDS AND SHALT- LEAVE APEQUATE MARS IN THE FIELD FOR THE COO.RETE CONTRACTOR TO ACCURATELY STAMP THE LETTER '5'
<br />FOR ALL SEWER SERVICE -1, PRIOR TO PLACING ANY SIDEWALK OR CURB AND 6UTTER. THE CONCRETE CONTRACTOR SHALT_ VERIFY
<br />TE LOCATICMS OF ALL DRIVEWAY5, AND 59'62 LATERALS BEFVRE POURIN6 THE CURB, AND FURNISH TO THE SAN JOAQUIN COUNTY
<br />FIELD INSPECTOR SHONIN5 HE HAS ADEQUATE INFORMATION TO ACCURATELY FIELD LOCATE AND MARC THE LEITER '5' TO BE
<br />STAMPED IN H15 YORK.
<br />64. 56VER FORCE MAINS 4' AND LARSER SHALL BE POLYVINYL GLORIDE CLASS 2OO CONFORRMIN6 TO AWA L -9O7. DUCTILE IRON
<br />FITTINGS IOLUDINS 7FE5, CROS5E5, CAPS, ETC. SHALL BE FLANGE, MECHANICAL JOINT OR COMBINATION THEREOF. MECHANICAL
<br />.XIINT CO)PLIN55 SHALL CONFORM TO ANSI A21. 10 (AWA LI 10.77). ALL COUPL-IN65 SHALL BE GEMENT MORTAR LINED IN
<br />ACC,ORDAWZ WITH ANWA 0104-60, ANP SHALL BE FURNISHED WITH RUBBER RING SEAT_ JOINTS DESIGNED TO BE USED WITH CLASS
<br />207 P.V.G. PIPE, AWA G -40O.
<br />65. 5B'ER FORGE MAIN LINES SHALL BE INSTALLED WITH 36' MINIMUM COVER FROM FINISH 6RADE.
<br />66. -10 FORCE MAINS SHALL BE INSTALLED WITH THRUST BLOCKS IN ACCORDANCE WITH THE SAN JOAQUIN COUNTY STANDARDS,
<br />DRAHIN6 NO. CM -M4.
<br />EROSION CONTROL NOTE5
<br />67. ALL HOW TO BE DOME SHALL BE DONE IN ACCORDANCE WITH THE COUNTY OP SAN JOAQUIN STANDARDS AND THE STATE OF
<br />CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CONSTRICTION SITE BE5T MANA6BMENT PRACTICES (BMR5) MANUAL. THE
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL SUBCONTRACTORS, AND SUPFN_IE5 ARE ANARE OF, AMID IMPLEMENT
<br />ALL STORM HEATER QUALITY MEASURES. FAILURE TO COMPLY WITH THE APPROVED CCNSTRUCTIONS BAPS WILL RESULT IN THE
<br />ISSUANCE OF CORRECTION NOTICES, CITATIONS AND/OR A PRO -ECT STOP ORDER.
<br />6B. THIS EROSION CONTROL PLAN WAS PREPARED AS AN EXHIBIT TO THE STORM WATER POLLUTION PREVENTION PLAN (S.M.P.P.P.)
<br />FOR THE OAKMOD HAKE SUW1V1510N, A5 REQUIRED BY 77E STATE WATER R3'OAdO6 CONTROL BOARD. THE FACILITIES SHOM ON
<br />THIS PLAN ARE DE5I6NED TO C04TOL SEDIMENT DURING TIE RAINY SEASON AFTER ROU6HI 6RAOIN6 HAS BEEN COMPLETED.
<br />9O510N CONTROL MEASURES ARE TO BE OPERABLE PRIOR TO OCTOBER 15TH THR9U6H APRIL ISTH OF ANY YEAR THAT 6RAOINS
<br />OPERATIONS HAVE CERT AREAS UNFROTE" FROM BdOSION. NO 6RAPIN15 WILL OCCUR BETON OCTOBER 15TH AND APRIL 15TH,
<br />UNLESS AUTHO27ZI3) BY THE DIRECTOR OF PUBLIC MCRCS. DE5I6N OF THESE FACILITIES EACH
<br />MUST BE APPROVED OR UPDATED CH
<br />YEAR PRIOR TO SEPTEMBER 30, AND SMALL BE 516NED BY THE COUNTY ENSIN®2. DAILY MAINTENANCE OF THESE FACIL7TIB
<br />SHALL BE MONITORED AND INSPECTED BY THE PROJECT COORDINATOR.
<br />69. DURINS THE RAINY SEASON ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AMC DEBRIS. THE SITE SHALL BE
<br />MAINTAINED 50 AS TO MINIMIZE SEDIMENT LADEN RUNOFF TO ANY STORM DRAINA6E SYSTEM.
<br />70. CONSTRUCTION BNTRAN25 COSI5TIN5 OF A66R56ATE ON 6EOTEXTILE FABRIC, AS PER THE DETAIL, SHALL BE PROVIDED AT EACH
<br />VEHICLE ACCESS POINT TO EXISTING PAVED ROADS.
<br />71. ALL EROSION CONTROL. MFA-R)RES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED. THIS PLAN MAY NOT COVER
<br />ALL THE SITUATIONS THAT ARISE DIRfNS CONSTRUCTION DUE TO UNANTICIPATED FIND CONDITIONS. REVISIONS MAY BE MADE TO
<br />THE PLAN IN THE FIELD SUB.EGT TO THE APPROVAL OF THE DIRECTOR OF PUBLIC MORKS.
<br />72. BORROW AREAS AND TEMPORARY STOCKPILES SMALL BE PROTECTED MITH APPROPRIATE EROSION CONTROL MEASURES TO THE
<br />SATISFACTION OF TE DIRECTOR OF PUBLIC MORNS.
<br />73. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANOR THAT EROSION AID HATER POLLUTION WILL BE MINIMIZED.
<br />STATE AND LOCAL LAWS CONCERNING POLLUTION SHALL B£ COMPLIED WITH.
<br />74. PRIOR TO THE COMMENCEMENT` OF ANY CLEARIN5, 6RADIN6 OR EXCAVATION, 77-E CONTRACTOR/DEVELOPER SMALL PROVIDE EVIDENCE
<br />THAT A NOTICE OF INTENT (NNOI) HAS BEEN SU19Mf TIED TO THE CALIFORNIA STATE WATER RESOURCED' CONTROL BOARD. A COPY OF
<br />THE -'#XFPP SHALL BE KEPT AT THE CONSTRUCTION SITE AT ALL TINES.
<br />SILT FENCES
<br />75. IF POSSIBLE, SILT FENCE FABRIC SMALL BE CUT FROM A CONTINUOUS ROLL TO AVOID TE USE OF JOINTS. N:6J JOINTS ARE
<br />NECE-5 , FILTER FABRIC SHALL BE SPLICED AT A SIUPRORT POST, WITH A MINIMUM OF 6. OVERLAP AND BOTH BND5 SECURELY
<br />FA57ENEV TO THE POST.
<br />76. SILT FE ES SHALL_ BE REMOVED ANN TREY HAVE SERVED TEIR L68 -UL PURPOSE, BUT NOT BEFORE THE UPSIOPE AREA HAS BEEN
<br />PERMANENTLY STABILIZED.
<br />77. FILTER FABRIC SHALL BE NO. 2125 AS MANUFACTURED BY AMOCO CONSTRUCTION FABRICS, OR APPROVED EQUAL.
<br />SFFEJ T N,4
<br />76. -EED AND MULCH 5HLALL_ BE APPLIED BY SEPTEMBER 15TH TO ALL DISTURBED SLOPES STEEPER THAN 2% AND H161 7HAN 3 FEET,
<br />AND TO ALL GUT AND FILL SLOPES WITHIN OR ADJACENT TO PUBLIC RI6HT-OF-MAY5, OR AS DIRECTED BY THE DIRECTOR OF
<br />PUBLIC WORKS.
<br />79. .5ffD AND FERTILIZER MILL BE APPLIED HYDRAULICALLY OR BY HAND AT THE RATES SPECIFIED BELOW. ON
<br />SLOPES STRAW SMALL +p
<br />EF API Taf BY BLOYER O2 BY HAND ANDFWN05 PEER ACED IN PLACE BY PUNGHIl N6. RECORD
<br />� i � O i ® � R A Y K� 1 �� G
<br />RE
<br />ZOR20 ANNUAL FESWE 10 LBS. V
<br />ROSE GLOVED 6 LBS. ('Of SI t 2 Enc ' r'
<br />HYDROMULGH FIBER 1500 LBS.
<br />I6-20-0 FERTILIZER 30O LBS.
<br />(AMMONIUM PHOSPHATE)
<br />TACKIFIER BOLOS. A�n�y Pr,' -�. ,SL
<br />60. IF PLANT 6ROWTH 15 INADEQUATE FOR EROSION CONTROL, OVEN U51NO HALF 71E RAIp6�-'11MLS''O0161WAL'iYFk_If$%,"Il�Odli'.;39K
<br />THE GROWTH 15 OVER 60% DAMAGED, REPLANT USINS THE ORIGINAL SPECIFICATIONS. 77415 SHOULD BE DONE 14 TO 21 DAYS
<br />AFTER THE INITIAL PLANTING.
<br />BI . ALTERNATIVE EROSIONS CONTRA'_ TECMNIQUB MUST BE USED IN THE EVENT ADE.UAIE VEGETATION IS NOT ESTABLISHED PRIOR TO
<br />THE FIF25T ANTICIPATED 516NIFICANT RAIN EVENT OF THE SEASON.
<br />WASH OUT AREA
<br />B2. TEMPORARY CONCRETE HASH OUT AREAS SHALT_ BE LOCATED A MINIMUM OF 50 FEET FROM STORM DRAIN INLETS, OPEN DRAINAGE
<br />FACILITIES OR WATER OURif5. TEMPORARY CONCRETE HASHO/T AREAS SHALL BE COWTRCTED WITH A PIT OR BERN® AREA AND
<br />BE MAINTAINS IN SUFI-ICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND COPICRETE WASTE 6EERATE7 BY WASHOUT
<br />OPERATIONS. MASH OUT AREAS SHALL BE CONSTRUCTED WITH A IO FOOT MINIMUM WIDTH.
<br />63. ONCE COYUFFTE WASTES ACRE WASHED INTO THE DBI6NAT3D AREA AND ALLOWED TO HARDEN, THE CONCRETE SMALL BE BROKEN UP,
<br />REMOVED, AND DISPOSED OF PER BMP NM -5, 'SOLID WASTE MANAEEENT', AND IN CONFORMANCE WITH THE PROVISIONS IN TE
<br />STATESTANDARD SPECIFICATIONS, SECTION 15-3.02, 'REMOVAL METHODS'. DIS-0-9E,<�E OF HARDENED CONCRETE ON A REGULAR
<br />S.
<br />64. TEMPORARY MASH OUT AREAS SHALL BE LIMED WITH POLYETHYLENE PLASTIC LIN1N5 MATERIAL THAT 15 A MINIMUM of 60 MIL
<br />THICKNESS, FROM HOLES, TEARS OR OTHER DEFECTS THAT WOULD COMPROMISE THE IFPBa¢ABILITY OF 7HE MATERIAL.
<br />65. WEN TEMPORARY KASH OUT FACILITIES ARE No LOSER REQUIRED FOR THE NOW, TIE HARDEN® CONCRETE SHALL BE R54OVEO
<br />AND DISPOSED OF AS NOTE) ABOVE. MATERIALS USED TO CONSTRUCT TEMPORARY WASH OUT FACILITIES SHALL BECOME THE
<br />PROPERTY OF TE CONTRACTOR AND SMALL 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. TFE STATE HHAT3R RESO"WES CONTROL BOARD HAS RECEIVED AMID PROOCE5S® THE NOTICE OF INTENT TO GODLY WITH THE TER45
<br />OP THE 6EFRAL PERMIT TO DISCARBE STORM HATER ASSOCIATED CONSTRUCTION ACTIVITY. 77E WDID IDENTIFICATION NUMBER
<br />15 5534C33OB37, FOR ANY COMMUNICATIONS REGARDING THIS PERMIT.
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<br />DANIEL ENGLAND, R.C.E. 49026
<br />DAVE SKIDMORE, L.S. 7126
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<br />RYAN CARREL, R.C.E. 61619
<br />DANIEL ENGLAND, R.C.E. 49026
<br />DAVE SKIDMORE, L.S. 7126
<br />DRAWN BY: J. S. H.
<br />DATE: 6/14/05
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