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SPEC I Fl CAT I ONS
<br />1. ALL IMPROVEMENTS TO BE DONE SHALL BE DUNE IN ACCORDANCE WITH THE REQUIREMENTS 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 REQUIREMENTS OF THE OAKWOOD LAKE
<br />WATER DISTRICT.
<br />2. BENCHMARK: CITY OF MAN7ECA BENCHMARK 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 DIABLO MERIDIAN, AT THE INTERSECTION OF
<br />MoKINLEY AVENUE AND BRONZAN ROAD.
<br />ELEVATION = 16.703, U. 5.6.5. DATUM.
<br />3. SOILS REPORT: THE 6EOTF3f4HNIGAL SERVICES REPORT FOR THE PROPOSED OAK400D LAKE DEVELOPMENT, WGICDWARD AVENUE,
<br />MANTECA, CALIFORNIA, A5 PREPARED BY KLEINF$DER, INC., WITH PROJECT NO. 4BOg3.601, 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 IT5 AUTHORIZED REPRESENTATIVE, BUT SUCH
<br />CHECKIN6 AND/OR APPROVAL DOES NOT RELIEVE THE DEVELOPER FROM HIS RESPONSIBILITY TO CORRECT ERRORS, OMISSIONS
<br />OR MAKE CHANGES REQUIRED BY CONDITIONS DISCOVERED IN THE FIELD DURIN6 THE COURSE OF CONSTRUCTION.
<br />5. THE CONTRACTOR SHALL KEEP HIMSELF FULLY INFORMED OF ALL EXISTIN6 AND FUTURE STATE AND FEDERAL LAWS AND ALL
<br />COUNTY, MUNICIPAL AND SPECIAL DISTRICT ORDINAW25 AND REGULATIONS WHICH IN ANY MANNER AFFECT THOSE E46A OR
<br />EMPLOYED IN THE NOW, OR THE MATERIAL5 USED IN THE NOW, OR WHICH IN ANY WAY AFFECT THE CONDUCT OF THE WORK,
<br />AND OF ALL SUCH ORDERS 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 A6ENT5 AND EMPLOYES TO
<br />OBSERVE AND COMPLY WITH ALL SUCH EXISTING AND FUTURE LAWS, ORDINANCES, REGULATIONS, ORDERS AND DECREE5 OF
<br />BODIES OR TRIBUNALS HAVING ANY JURISDICTION OR AUTHORITY OVER THE WORK; AND SHALL PROTECT AND INDEMNIFY SAN
<br />JOAQUIN COUNTY AND THE OM4ED, AND ALL OFFICERS AND EMPLOYEES THEREOF CONNECTED WITH THE WORK, INCLUDING THE
<br />ENGINEER, A6AINST ANY CLAIM OR LIABILITY ARI5IN6 FROM OR BASED ON THE VIOLATION OF ANY SUCH LAW, ORDINANCE,
<br />REGULATION, ORDER, OR DEGREE, WHETHER BY HIMSELF OR HIS EMPLOYEES. IF ANY DISCREPANCY OR IW"4515TEN16Y IS
<br />DISCOVERED IN THE PLANS, SPECIFICATIONS, OR CONTRACT FOR THE WORK IN RELATION TO ANY SUCH LAW, ORDINANCE,
<br />RE6UL.ATION, ORDER, OR DEGREE THE CONTRACTOR SHALL FORTHWITH REPORT THE SAME TO THE E 6,INEER IN PRITIN6.
<br />6. THE E16INE=R ASSUMES NO RESPONSIBILITY FOR ANY NOW PERFORMED BY THE CONTRACTOR OR OWNER BASED ON PLANS
<br />WHICH HAVE NOT BEEN SI6NED AND SEALED BY THE ENGINEER AND APPROVED BY THE DISTRICT, CITY OR COUNTY
<br />HAVING JURISDICTION. ALL INFORMATION SHOWN ON PRELIMINARY DRAWIN65 15 SUBJECT TO CORRECTION AND CHANGE,
<br />AND THE CONTRACTOR OR OWNER SHALL PERFORM ANY AND ALL WORK AT THEIR OWN RISK.
<br />7. ALL DISTANGE5 AND MEASUREMENfTS ARE 61VEd AND WILL BE MADE IN A HORIZONTAL PLANE. 6RAVE WILL BE 61VEM FROM THE
<br />TOP OF NAILS OR STAKES, UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL PRESERVE ALL POINTS AND STAKES SET FOR
<br />LINE5 AND 6RAVE5 OR WEASURE34WTS OF THE WORK, IN THEIR PROPER LOCATION UNTIL AUTHORIZED TO REMOVE THEM BY THE
<br />E46I NEER. ALL EXPENSES INCURRED IN REPLAGI N6 STAKES THAT HAVE BEEN REMOVED WITHOUT PROPER AUTHORITY SHALL BE
<br />PAID FOR BY THE 6ENERAL CONTRACTOR.
<br />&. THESE PLANS HAVE BEEN PREPARED WITH THE INTENT THAT ASSOCIATED E46INEERIN6 6ROUP, INC. WILL PERFORM THE
<br />CONSTRUCTION STAKING FOR THE COMPLETE PRO -ECT. THE CONTRACTOR SHALL PROVIDE ASSOCIATED EJ6INEERINC, &ROUP, INC.
<br />WITH FORTY-EI6HT HOURS ADVANCE NOTICE OF STAKIN6 NEEVS. ANY STAKING REQUESTED BY THE CONTRACTOR OR THEIR
<br />SUBCONTRACTORS THAT 15 ABOVE AND BEYOND THE A6REDD UPON STAKIN6 REQUEST SHALL BE SUBJECT TO AN EXTRA BACK
<br />CHARGE TO THE CONTRACTOR / CLIENT. IF ANOTHER FIRM OR A6EJGY IS EMPLOYED TO USE THESE PLANS FOR THE PURPOSE
<br />OF CONSTRUCTION STAKING, NOTICE IS HEREBY 61VE4 THAT ASSOCIATED BJ6IN✓ ERIN5 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 MITIGATED IF ASSOCIATED EJ6INEERIN6 6ROUP, INC. HAD PERFORMED THE 5TAKIN6 WORK.
<br />q. M4ERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN 664E.- TERMS, BUT NOT IN COMPLETE DETAIL,
<br />IT IS UNDERSTOOD THAT ONLY THE BEST 6ENERAL PRACTICE IS TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF
<br />THE FINEST QUALITY ARE TO BE USED.
<br />10. THE CONTRACTOR SHALL COMPLY WITH THE RE>UIRHMENITS OF THE STATE OF CALIFORNIA WATER RESOURCES CONTROL BOARD
<br />(SWRCB), ORDER NO. q2 -06 -DMO, NEVES 6ENERAL PERMIT NO. CASO00002. THE CONTRACTOR SHALL IMPLEMENT AND MONITOR
<br />THE STORM WATER POLLUTION PREVENTION PLAN (SMF`PP) IN ACCORDANCE WITH THE SAROB REWL.ATIONS.
<br />11. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS PERTAININ6 TO HIS
<br />OPERATIONS. HE SHALL PROVIDE ALL L16HT5, 516N5, BARRICADES, FLAG MEN OR OTHER DEVICES NtEGE55ARY FOR PUBLIC
<br />SAFETY. THE CONTRACTOR'S ATTENTION 15 GALLED TO THE REQUIREMENTS OF TITLE B OF THE CALIFORNIA ADMINISTRATIVE
<br />CODE, SUBCHAPTER 4, ARTICLE 6, "EXCAVATIONS, TRENCHES, EARTHWORK."
<br />12. THE CONTRACTOR A64REE5 THAT HE SHALL ASSUME SOLE AND COMPLETE RE5PON57BILITY FOR JOB SITE CONDITIONS DURING
<br />THE COURSE OF CONSTRUCTION OF THIS PROJECT, INGLUDIN6 SAFETY OF ALL PERSONS AND PROPERTY; THAT 77-4I5
<br />REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR
<br />SHALL DEFEND, INDEMNIFY AND HOLD THE OMNER, THE E16INEER AND SAN JOAQUIN COUNTY HARMLE55 FROM ANY AND ALL
<br />LIABILITY, REAL OR ALLE6ED, IN CONNECTION WITH THE PEZFORMAMC.E OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY
<br />ARISING FROM THE SOLE NE6L16ENGE OF THE OWNER OR EN6INEER.
<br />13. APPROPRIATE DUST CONTROL SHALL BE PROVIDED FOR THE ALLEVIATION OR PREVENTION OF DUST N1UI5ANCE AS REQUIRED BY
<br />THE COUNTY OF SAN JOAQUIN, AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL IMPLEMENT A DUST CONTROL PROGRAM
<br />AS PART OF THE MEASURES RE5QUIRED BY THE E.I.R. (CHAPTER 4.6) FOR AIR QUALITY CONTROL AND THE REtirIRE ENTS OF
<br />PM 10 AND THE BEST AVAILABLE CONTROL MEASURES (BACM) APPROVED BY THE BOARD. THE PROSRAM 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 WORK5 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 />14. THE EXISTING UTILITIES ARE PLOTTED FROM AVAILABLE REC.ORDr OR FIELD LOCATIONS WHEN POSSIBLE. THE CONTRACTOR
<br />SHALL LOCATE AND PRESERVE ALL EXISTIN6 FACILITIES INCLUDINAS 6A5, WATER, IRRI6ATION, POWER, TELEPHONE, 50�
<br />OR OTHERS WHICH MAY BE PRESENT IN THE AREA OF CONSTRUCTION. THE RESPECTIVE UTILITY COMPANIES SHALL BE
<br />NOTIFIED PRIOR TO BEGINNING WORK.
<br />15. THE EXISTIN6 UTILITIES SHALL NOT BE INTERRUPTED UNTIL THE UTILITY COMPANY HAS PROVIDED ALTERNATIVE SERVICE
<br />FACILITIES. THE CONTRACTOR SHALL COOPERATE AND COORDINATE HIS HOW WITH THE APPROPRIATE A6ENGIES AND UTILITY
<br />COMPANIES.
<br />16. ALL CONSTRUCTION 5TAKIN6 FOR 6RADIN6 SHALL 13E DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR.
<br />17. ALL TRENCHES SHALL BE BACKFILLED IN AGCORDANGE WITH SAN JOAQUIN COUNTY STANDARD DETAILS. COMPACTION SHALL BE
<br />ACHIEVED BY MECHANICAL MEANS. NO FLOODINk6, PONDING, OR JETTING SHALL BE PERMITTED UNLESS APPROVED BY THE
<br />DIRECTOR OF PUBLIC WORKS IN WRITIN6.
<br />145. TESTING: ALL INDEPENDENT LABORATORY INSPECTIONS GALLED FOR BY THE DIRECTOR OF PUBLIC WORKS WILL BE PAID
<br />FOR BY THE DEVELOPER OR CONTRACTOR.
<br />Iq. IF, DURING CONSTRUCTION, ARGHAEOL061CAL REMAINS ARE 6J000NTE EV, CONSTRUCTION IN THE VICINITY SHALL BE HALTED,
<br />AND AN ARG4-AEO_06I5T CONSULTED, AND THE COUNTY PUBLIC WORKS DEPARTMENT NOTIFIED. IF, IN THE OPINION OF THE
<br />A11RGHAEOL0615T, THE REMAINS ARE 5I6NIFICANT, MEASU1RE5 AS MAY BE REQUIRED BY THE DIRECTOR OF PUBLIC WORKS,
<br />SHALL BE TAKEN TO PROTECT THEM.
<br />20. DISPOSAL OF WATER INTO THE SANITARY SENER SYSTEM IS STRICTLY PROHIBITED.
<br />21. THE CONTRACTOR SHALL MAINTAIN ALL STILTS, SID614ll_K5, AND ALL OTHER PUBLIC R16HT5-OF-WAY IN A CLEAN, SAFE AND
<br />USABLE CONDITION THIRCJU&MT THE COURSE OF CONSTRICTION. ALL SPILLS OF SOIL, ROCK, CONSTRUCTION DEBRIS, ETC.,
<br />SHALL BE REMOVED IMMEDIATELY FROM PUBLICLY OMS PROPERTY. ALL ADJACENT PROPERTY, PRIVATE OR PUBLIC, SHALL BE
<br />MAINTAINED IN A CLEAN, SAFE AND USABLE CONDITION. THE CONTRACTOR SHALL PROVIDE FOR SAFE, UNOBSTRUCTED ACCESS
<br />TO PRIVATE PROPERTY ADJACENT TO WORK THR17U6HOUT THE PERIOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE THE
<br />PUBLIC WOR1K5 DEPARTMENT THE NAME AND TEL.ED'HONE NUMBER OF PEiR50N AVAILABLE 24 HOURS A DAY IF PROBLEfS OR
<br />CONDITION 15 NOT MET.
<br />22. ALL TRASH, CONSTRUCTION DEBRIS AND MUATERIAL5 SHALL BE CONTAINED WITHIN THE CONSTRUCTION AREA UNTIL OFF-SITE
<br />DISPOSAL CAN BE ARRAN6ED.
<br />23. THE CONTRACTOR SHALL KEEP ADJOININ6 PUBLIC STREETS AND PARKING AREAS FREE AND GLEAN OF PROJECT DIRT, MUD AND
<br />MATERIALS DURING THE CONSTRUCTION PERF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIVE MEASURES AS
<br />DIRECTED BY THE PUBLIC WORKS INSPECTOR AT NO EXPENSE TO THE COUNTY.
<br />24. THE APPLICANT SHALL ALERT CONSTRUCTION PER50NNEL 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, IN6LUDIN6 THE S7OPPA6E OF ALL NOW, NOTIFICATION OF THE NATIVE AMERICAN HERITA6E COMMISSION AND THE SAN
<br />JOAQUIN COUNTY CORONER, AS APPLICABLE.
<br />6RADIN6 NOTES
<br />26. ALL 6RADIN67 SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER 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 />REQUIREMENTS AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF 6RADIN6 OPERATIONS THE
<br />SOILS EN6INEER 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 REWIRED RELATIVE DEN5ITY AND ARE
<br />ACCEPTABLE FOR THEIR INTENDED USE.
<br />27. THE CONTRACTOR SHALL LIMIT TRAFFIC SPEEDS ON ANY UNPAVED SURFACES TO 15 MILES PER HOUR TO LOWER THE AMOUNT OF
<br />DUST CREATED.
<br />26. THE CONTRACTOR SHALL SUSPEND EXCAVATION AND 6RADIN6 ACTIVITIES WHEN THE WINDS EXCEED 20 MILES PER HOUR.
<br />2q. DEVELOPER/CONTRACTOR'S WORK SHALL BE IN ACI.ORDANGE WITH THE 5JVAPGD 60IDELINE5, INCLUDING SJVAPGD REGULATION VIII
<br />AND IMPLEMENT CONTROL MEASURES BASED ON 5JVAPGD'S COMPLIANCE A5515TANT BULLETIN FOR SHORT TERM IMPACTS. SJVAPGD
<br />SHALL BE CONTACTED TO DISCUSS HIT16ATION MEASURES AND IMPLEMENT MEASURES FROM TABLE 6-4 OF THE GUIDE FOR
<br />ASSESSIN6 AND MITI6ATIN6 AIR QUALITY IMPACTS.
<br />30. ALL 6RADIN6 SHALL COMPLY WITH THE CALIFORNIA BUILDIN6 CODE, CHAPTER 18, APPENDIX G CHAPTER 13.
<br />31. NO SLOPE SHALL BE 5TE19PER THAN 2 HORIZONTAL TO 1 VERTICAL.
<br />32. ACCESS TO THE PROJECT SITE FROM COUNTY OR CITY ROADS 15 RESTRICTED EXCEPT AT TEMPORARY CONSTRUCTION
<br />ENTRANCES.
<br />EROSION CONTROL NOTES
<br />33. ALL WORK TO BE DONE SMALL BE DONE IN ACCORDANCE WITH THE COUNTY OF SAN JOAQUIN STANDARDS AND THE STATE OF
<br />CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CONSTRUCTION SITE BEST MANA6EMENT PRACTICES (HNPs) MANUAL. THE
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR ESURIN6 THAT ALL SUBCONTRACTORS, AND SUPPLIERS ARE AWARE OF, AND IHR -B ENT
<br />AL STORM WATER QUALITY MEASURES. 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 />34. THIS EROSION CONTROL PLAN WAS PREPARED AS AN EXHIBIT TO THE STORM WATER POLLUTION PREVENTION PLAN (S.W.P.P.P.)
<br />FOR THE OAKWGiOD LAKE SUBDIVISION, AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD. THE FACILITIES 940M4 ON
<br />THIS PLAN ARE DE516NED 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 THROUGH APRIL 15TH OF ANY YEAR THAT 6RADIN6
<br />OPERATIONS HAVE LE=T AREAS UNPROTECTED FROM EROSION. NO 6RADIN6 WILL OCCUR BETWEEN OCTOBER 15TH AND APRIL 15TH,
<br />UNLESS AUTHORIZED BY THE DIRECTOR OF PUBLIC WORKS. DES16N OF THESE FACILITIES MIDST BE APPROVED OR UPDATED EACH
<br />YEAR PRIOR TO SEPTEMBER 30, AND SHALL BE 5164ED BY THE COUNTY EN61NE3R. DAILY MAINTENANCE OF THESE FACILITIES
<br />SHALL BE MONITORED AND INSPECTED BY THE PROJECT COORDINATOR.
<br />35. 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 />36. CONSTRUCTION ENTRANCES GON515TIN6 OF A66RE6ATE ON 6EOTEXTIL.E FABRIC, AS PER THE DETAIL, SHALL BE PROVIDED AT EACH
<br />VEHICLE AGGE55 POINT TO EXI5TIN6 PAVED ROADS.
<br />37. 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 774E APPROVAL OF THE DIRECTOR OF PUBLIC WORKS.
<br />36. BORROW AREAS AND TEMPORARY STOCKPILES SHALL BE PROTECTED WITH APPROPRIATE ER05ION CONTROL MEASURES TO THE
<br />SATISFACTION OF THE DIRECTOR OF PUBLIC WORK5.
<br />3q. CO45TR XTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EO510N AND WATER POLLUTION WILL BE MINIMIZE).
<br />STATE AND LOCAL LAWS CONIGERJIN6 POLLUTION SHALL BE COMPLIED WITH.
<br />40. PRIOR TO THE C�4T OF ANY CLEARING, 6RADIN6 OR EXCAVATION, THE CONTRACTOR/DEVELOPER SHALL PROVIDE EVIDENCE
<br />THAT A NOTICE OF INTENT (NOI) HA5 BEEN SUBMITTED TO THE CALIFORNIA STATE WATER RE!50� CONTROL BOARD. A COPY OF
<br />THE SWPP SHALL BE KEPT AT THE CONSTRUCTION SITE AT ALL TIMES.
<br />SILT FENCES
<br />41. IF POSSIBLE, SILT FENCE FABRIC SHALL BE CUT FROM A CONTINUOUS ROLL TO AVOID THE USE OF JOINTS. MEN JOINTS ARE
<br />NECESSARY, FILTER FABRIC SHALL BE SPLICED AT A SUPPORT POST, WITH A MINIMUM OF 6. OVERLAP AND BOTH ENDS SECURELY
<br />FASTENED TO THE POST.
<br />42. SILT FENCES, SHALL BE REMOVED M4Ed 77 -EY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BE ORE THE UPSLOPE AREA 445 BEEN
<br />PERMANENTLY STABILIZED.
<br />43. FILTER FABRIC SHALL BE NO. 2125 AS MANUFACTURED BY AMOCO CONSTRUCTION FABRICS, OR APPROVED EQUAL.
<br />SEEDIN6
<br />44. SEED AND MULCH SHALL BE APPLIED BY SEPTEMBER 15TH TO ALL DISTURBED SLOPES STS THAN 2Z AND HIGHER THAN 3 FELT,
<br />AND TO ALL CUT AND FILL SLOPES WITHIN OR ADJACENT TO PUBLIC R16HT-OF-WAY5, OR AS DIRECTED BY THE DIRECTOR OF
<br />PUBLIC WORK5.
<br />45. AND FERTILIZER WILL 13E APPLIED HYDRAULICALLY OR BY HAND AT THE RATES SPECIFIED BELOW. ON SLOPES 5TRAW SHALL
<br />BE APPLIED SY BLOWER OR BY HAND AND ANCHORED IN PLACE BY PUNCHING.
<br />ITEM POUNDS PER ACRE
<br />ZORRO ANNUAL FESCUE 10 LBS.
<br />ROSE CLOVER 6 LBS.
<br />HYDROMULCH FIBER 1500 LBS.
<br />16-20-0 FERTILIZER 300 LBS.
<br />(AMMONIUM PHOSPHATE)
<br />TACKIFIER 60 LBS.
<br />46. IF PLANT 6ROWTH I5 INADEQUATE FOR EROSION CONTROL, OVEIRSEDD USING HALF 714E RATE OF THE ORI6INAL APPLICATION. IF
<br />THE 6ROWTH 15 OVER 60% DAMA6ED, REPLANT U5IN6 THE ORI61NAL SPECIFICATIONS. THIS SHOULD BE DONE 14 TO 21 DAYS
<br />AFTER THE INITIAL PLANTING.
<br />47. ALTERNATIVE E1W5ION5 CONTROL TECHNIQUES MUST BE USED IN THE EVENT ADEQUATE VEGETATION 1S NOT ESTABLISHED PRIOR TO
<br />THE FIR5T ANTICIPA7RD 516NIFICANT RAIN EVENT OF THE SEASON.
<br />WASH OUT AREA
<br />46. TEMPORARY CONCRETE WASH OUT AREAS SHALL BE LOCATED A MINIMUM OF 50 FEET FROM STORM DRAIN INLETS, OPEN DRAINA6E
<br />FACILITIES OR WATERCOURSES. 7E•A'0RARY CONCRETE WASHOUT AREAS SHALL BE CONSTRUCTED WITH A PIT OR BERMEJ AREA AND
<br />BE MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND GONGRETE WASTE 6ENERATED BY WASHOUT
<br />OPERATIONS. WASH OUT AREAS SHALL BE CONSTRUCTED WITH A 10 FOOT MINIMUM WIDTH.
<br />4q. ONCE CONCRETE WASTE5 ARE WASHED INTO THE DESI6NATED AREA AND ALLONFD TO HARDEN, THE CONCRETE SHALL BE BROKEN UP,
<br />REMOVED, AND DISPOSED OF PER BMP MM -5, 'SOLID WA57-E MANA6EIEJT', 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 />50. TEMPORARY WASH OUT AREAS SHALL 13E LINED WITH POLYETHYLENE PLASTIC LININ6 MATERIAL THAT IS A MINIMUM OF 60 MIL
<br />THICKNESS, FREE FROM HOLES, TEARS OR OTHER DEFECTS THAT WOULD COMPROMISE THE IMPERMEABILITY OF THE MATERIAL.
<br />51. M -EN TEMPORARY WASH OUT FACILITIES ARE NO LONGED REQUIRED FOR THE NOW, THE HARDENED CONCRETE SHALL BE REMOVED
<br />AND VISP05ED 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 />52. THE STATE WATER 1;aE50URX6 CONTROL BOARD HAS RECEIVED AND PRXZ 56ID THE NOTICE OF INTENT TO COMPLY WITH THE TERMS
<br />OF THE 6ENERAL PERMIT TO DI5CHAR5E STORM TARTER ASSOCIATED CONSTRUCTION ACTIVITY. THE WDID IDENTIFICATION NUMBER
<br />I5 553gC330B37, FOR ANY COMMUNICATIONS RE6ARDIN6 TH15 PERMIT.
<br />RECORD DRAWING
<br />Corrc ctions By
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<br />DAVE SKIDMORE, L.S. 7126
<br />No.61619
<br />Exp.6-30-07
<br />DRAWN BY: KEVIN
<br />DATE: AUG• 16, 2004
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<br />RYAN CARREL, R.C.E. 61619
<br />DAVE SKIDMORE, L.S. 7126
<br />No.61619
<br />Exp.6-30-07
<br />DRAWN BY: KEVIN
<br />DATE: AUG• 16, 2004
<br />SCALE: NONE
<br />DWG: 2g6P0ND6VR
<br />CHECKED: R. D. C.
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