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<br />SPEC I PI GAT I ONO
<br />1. ALL IMPROVEMENTS TO BE DONE SHALL BE DONE 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 />WATER DISTRICT.
<br />2. BENCHMARK: CITY OF MANTECA BENCHMARK NO. 71, 2" BRASS CAP LOCATED APPROXIMATELY 25 FEET NORTH OF THE
<br />NORTHEAST COQ OF SECTION 11, TO►WSHIP 2 SOUTH, RAN6E 6 EAST, MOUNT DIABLO MERIDIAN, AT THE INTER5ECTION OF
<br />MOKINLEY AVENUE AND BRONZAN ROAD.
<br />ELEVATION = 16.703, U.5.6.5. DATUM.
<br />3. SOILS REPORT: THE 6EOTECHNICAL SERVICES REPORT FOR THE PROPOSED OAKWOOD LAKE DEVELOPMENT, MiOOPWARD AVENUE,
<br />MANTECA, CALIFORNIA, AS PREPARED BY KLEINFELDER, INC., WITH PROJECT NO. 48043.601, DATED OCTOBER 27, 2004, 15
<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 />CHEC.KIN6 AND/OR APPROVAL DOES NOT RELIEVE THE DEVELOPER FROM HIS RESPONSIBILITY TO CORRECT ERRORS, OMISSIONS
<br />OR MAKE CHAN6E5 REQUIRED BY CONDITIONS DISCOVEIaE' D IN THE FIELD DURIN6 THE COURSE OF CONSTRUCTION.
<br />5. THE CONTRACTOR SHALL KEEP HIMSELF FULLY INFORMED OF ALL EXISTING AND FUTURE STATE AND FEDERAL LAN5 AND ALL
<br />COUNTY, MUNICIPAL AND SPECIAL DISTRICT ORDINANCES AND REGULATIONS WEIGHT IN ANY MANS AFFECT TH05E EN6A6ED OR
<br />EMPLOYED IN THE WORK, OR THE MATERIALS USED IN THE WORK, OR WHICH IN ANY WAY AFFECT THE CONDUCT OF THE WORK,
<br />AND OF ALL SUCH ORDE 5 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 A6ENTS AND EMPLOYEES TO
<br />OBSERVE AND COMPLY WITH ALL SUCH EXISTIN6 AND FUTURE LANE, ORDINANCES, REGULATIONS, ORDERS AND DECKS OF
<br />BODIES OR TRIBUNALS HAVING ANY JURISDICTION OR AUTHORITY OVER THE MORK; AND SHALL PROTECT AND INDEMNIFY SAN
<br />JOAQUIN COUNTY AND THE OWNER, AND ALL OFFICERS AND EMPLOYEES THEREOF CONNECTED WITH THE MORK, INCLUDING THE
<br />ENGINEER, A6AINST ANY CLAIM OR LIABILITY ARISING FROM OR BASED ON THE VIOLATION OF ANY SUCH LAN, ORDINANCE,
<br />RE6ULATION, ORDER, OR DEGREE, MiETHER BY HIMSELF OR HIS EMPLOYEES. IF ANY DISCREPANCY OR INCONSISTENCY 15
<br />DISCOVERED IN THE PLANS, SPECIFICATIONS, OR CONTRACT FOR THE WORK IN REiATION TO ANY SUCH LAW, ORDINANCE,
<br />REGULATION, ORDER, OR DEGREE THE CONTRACTOR SHALL FORTHMITH REPORT THE SAME TO THE ENGINEER IN MRITIN6.
<br />6. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ANY MOW PERFORMED BY THE CONTRACTOR OR OWNER BASED ON PLANS
<br />MHICH HAVE NOT BEEN 5I6NED AND SEALED BY THE ENGINEER AND APPROVED BY THE DISTRICT, CITY OR COUNTY
<br />HAVING JURISDICTION. ALL INFORMATION SHOWN ON PREiIMINARY DRAMIN65 IS SUBJECT TO CORRECTION AND CHANGE,
<br />AND THE CONTRACTOR OR OMNER SHALL PEW -ORM ANY AND ALL WORK AT THEIR OMN RISK.
<br />7. ALL DISTANCES AND MEASUREM1ENT5 ARE 61VEN AND WILL BE MADE IN A HORIZONTAL PLANE. 6RADE WILL BE 61VEN FROM THE
<br />TOP OF NAILS OR STAKES, UNLESS NOTED OTHERPgISE. THE CONTRACTOR SHALL PRESERVE ALL POINTS AND STAKES SET FOR
<br />LINES AND 6RADE5 OR MEASUREMENTS OF THE MOW, IN THEIR PROPER LOCATION UNTIL AUTHORIZED TO REMOVE THEM BY THE
<br />ENGINEER. ALL EXPENSES INCURRED IN REF1-ACIN6 STAKES THAT HAVE BEEN REMOVED WITHOUT PROPER AUTHORITY SHALL BE
<br />PAID FOR BY THE 6ENEERAL CONTRACTOR.
<br />B. THESE PLANS HAVE BEEN PREPARED WITH THE INTENT THAT ASSOCIATED EN61NE1=RIN6 6ROUP, INC. WILL PERFORMS THE
<br />CONSTRICTION STAKIN6 FOR THE COMPLETE PROJECT. THE CONTRACTOR SHALL PROVIDE ASSCCIATED EN&INEERIN5 6ROUP, INC.
<br />WITH F0R7Y-EI6HT HOURS ADVANCE NOTICE OF 5TAKIN6 NEE=DS. ANY STAKING REQUESTED BY THE CONTRACTOR OR THEIR
<br />SUBCONTRACTORS THAT 15 ABOVE AND BEYOND THE A6RE£D UPON STAKIN6 REQUEST SHALL BE SUBJECT TO AN EXTRA BACK
<br />CHARGE TO THE CONTRACTOR / CLIENT. IF ANOTHER FIRM OR A6E3*GY IS EMPLOYED TO USE THESE PLANS FOR THE PUW05E
<br />OF CONSTRUCTION STAKIN6, NOTICE 15 HElQ55Y 6IVEN THAT ASSOCIATED ENWNEERIN6 6ROUP, INC. WILL NOT ASSUME ANY
<br />RESPONSIBILITY FOR ERRORS OR OMI5510N5, IF ANY, NHICH M16HT OCCUR AND WHICH COULD HAVE BEEN AVOIDED,
<br />CORRECTED OR MITIGATED IF ASSOCIATED EN51NEERIN6 6ROUP, INC. HAD PERFORMED THE STAKIN6 WORK.
<br />4. MHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE MOW IN 6ENERAL TERMS, BUT NOT IN COMPLETE DETAIL,
<br />IT 15 UNDERSTOOD THAT ONLY THE BEST 6ETERAL PRACTICE 15 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 REQUIREMENTS OF THE STATE OF CALIFORNIA WATER RESOURCES CONTROL BOARD
<br />(501G8), ORDER NO. c12 -06 -PHO, NIPDESS 6ENERAL PERMIT NO. CA5000002. THE CONTRACTOR SHALL IMPLEMENT AND MONITOR
<br />THE STORM WATER POLLUTION PREVENTION PLAN (504PPP) IN ACCORDANCE WITH THE 5NRGB REWL.ATION5.
<br />11. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL SAFETY RE6ULATION5 PERTAINING TO HI5
<br />OPERATIONS. HE SHALL PROVIDE ALL L16H77S, SI6NS, BARRICADES, FLA6 MEN OR OTHER DEVICES NECESSARY FOR PUBLIC
<br />SAFETY. THE CONTRACTOR'S ATTENTION 15 CALLED TO THE REQUIREMENTS OF TITLE 6 OF THE CALIFORNIA ADMINISTRATIVE
<br />CODE, 5UBCHAPTER 4, ARTICLE 6, "EXCAVATIONS, TRENCHES, EARTHWORK."
<br />12. THE CONTRACTOR A6REE5 THAT HE SHALL A55UME SOLE AND COMPLETE RESPONLSiIBILITY FOR JOB 51TE CONDITIONS DURING
<br />THE COURSE OF CONSTRUCTION OF THI5 PROJECT, INCLUDING SAFETY OF ALL PER5ON5 AND PROPERTY; THAT THIS
<br />REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKIN6 HOURS; AND THAT THE CONTRACTOR
<br />SHALL DEFEND, INDEMNIFY AND HOLD THE OMNER, THE ENGINEER AND SAN JOAQUIN COUNTY HARMLESS FROM ANY AND ALL
<br />LIABILITY, REAL OR ALLE6ED, IN CONNECTION WITH THE PERFORMANCE OF HOW ON THIS PROJECT, EXCEPTING FOR LIABILITY
<br />ARI5IN6 FROM THE SOLE NE6L16ENCE OF THE OWNER OR ENGINEER.
<br />13. APPROPRIATE DUST CONTROL SHALL BE PROVIDED FOR THE ALLEVIATION OR PREVENTION OF DUST N[)I5ANCE AS REQUIRED BY
<br />THE COUNTY OF SAN JOAQUIN, AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL IMPLEMENT A DUST CONTROL PR06FAM
<br />AS 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 MEASURES (BACM) APPROVED BY THE BOARD. THE PR06RAM 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 DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE THE PUBLIC MORKS 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 EXISTIN6 UTILITIES ARE PLOTTED FROM AVAILABLE RECORDS OR FIELD LOCATIONS WHEN POSSIBLE. THE CONTRACTOR
<br />SHALL LOCATE AND PRESERVE ALL EXI5TIN6 FACILITIES INCLUDING 6A5, WATER, IRRI6ATION, POPER, TELEPHONE, Slgm 2
<br />OR OTHERS WHICH MAY BE PRESENT IN THE AREA OF CONSTRUCTION. THE RESPECTIVE UTILITY COMPANIES SHALL BE
<br />NOTIFIED PRIOR TO BE6INNIN6 MONO.
<br />15. THE EXI5TIN6 UTILITIES SHALL NOT BE INTERRUPTED UNTIL THE UTILITY COMPANY HAS PROVIDED ALTERNATIVE SERVICE
<br />FACILITIES. THE CONTRACTOR SHALL COOPERATE AND COORDINATE HIS MOW WITH THE APPROPRIATE A6ENCIES AND UTILITY
<br />COMPANIES.
<br />16. ALL CONSTRUCTION STAKIN6 FOR 6RADIN6 5HALL BE DONE BY A RE61S7EREP CIVIL ENGINEER OR LICENSED LAND SURVEYOR.
<br />17. 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 WORKS IN MRITIN6.
<br />18. TE5TIN6: ALL INDEPENDENT LABORATORY INSPECTIONS CALLED FOR BY THE DIRECTOR OF PUBLIC MORK5 WILL BE PAID
<br />FOR BY THE DEVELOPER OR CONTRACTOR.
<br />19. IF, DURING CONSTRUCTION, ARGHAEOLA5ICAL REMAINS ARE ENCOUNTERED, CONSTRUCTION IN THE VICINITY SHALL BE HALTED,
<br />AND AN ARGHAEOL05I5T CONSULTED, AND THE COUNTY PUBLIC MOWS DEPARTMENT NOTIFIED. IF, IN THE OPINION OF THE
<br />ARCHAEOLOGIST, THE REMAINS ARE SI6NIFICANT, MEASURES AS MAY BE REQUIRED BY THE DIRECTOR OF PUBLIC MORKS,
<br />SHALL BE TAKEN TO PROTECT THEM.
<br />20. DISPOSAL OF WATER INTO THE SANITARY SEER SYSTEM 15 STRICTLY PROHIBITED.
<br />21. THE CONTRACTOR SHALL MAINTAIN ALL STREETS, SIDEVALKS, AND ALL OTHER PUBLIC RI6HTS-OF-WAY IN A CLEAN, SAFE AND
<br />USABLE CONDITION THROU6FWT THE COURSE OF CONSTRUCTION. ALL SPILLS OF SOIL, ROCK, CONSTRUCTION DEBRIS, ETC.,
<br />SHAT BE REMOVED IMMEDIATELY FROM PUBLICLY OA ED 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 MORK THROU6HOUT 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 />22. ALL TRASH, CONSTRUCTION DEBRIS AND MATERIALS 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 CLEAN OF PROJECT DIRT, MUD AND
<br />MATERIALS DURING THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL SE RESPONSIBLE FOR CORRECTIVE MEASURES AS
<br />DIRECTED BY TIME PUBLIC WORKS 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 COMPLY WITH ALL REQUIREMENTS CONTAINED IN THE
<br />EIR, INCLUDING THE STOPPA6E OF ALL NOW, NOTIFICATION OF THE NATIVE AMERICAN HERITA6E COMMISSION AND THE SAN
<br />JOAQUIN COUNTY CORONER, AS APPLICABLE.
<br />6RADIN6 NOTES
<br />25. ALL 6RADIN6 SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS EN6INEER OR UNDER THEIR DIRECTION. THE SOILS
<br />EN61NEER SHALL INSPECT AND TEST THE PLACEMENT OF FILLS. THE SOILS EN6INE£R SHALL SUBMIT A SOILS REPORT AND
<br />RBQU1REENTS AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF 6RADING OPERATIONS THE
<br />SOILS ENGINEER 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 H15 OPINION ALL FILLS ARE COMPACTED TO THE REQUIRED RELATIVE DENSITY AND ARE
<br />ACCEPTABLE FOR THEIR INTENDED USE.
<br />26. THE CONTRACTOR SHALL LIMIT TRAFFIC SPEEDS ON ANY UNPAVED 5URFArE5 TO 15 MILES PER HOUR TO LOWER THE AMOUNT OF
<br />DUST CREATED.
<br />27. THE CONTRACTOR SHALL SUSPEND EXCAVATION AND 6RADIN6 ACTIVITIES WHEN THE WINDS EXCEED 20 MILES PER HOUR.
<br />28. DEVELOPER/CONTRACTOR'S WORK SHALL BE IN ACCORDANCE WITH THE SJVAPCD 6UIDELINES, INCLUDING SJVAPCD REGULATION VIII
<br />AND IMPLEMENT CONTROL MEASURES BASED ON SJVAPGD'S COMPLIANCE ASSISTANT BULLETIN FOR SHORT T6Q11 IMPACTS. SJVAPCD
<br />5HALL BE CONTACTED TO DISCUSS MITIGATION MEASURES AND IMPLEMENT MEASURES FROMTABLE 6-4 OF THE GUIDE FOR
<br />ASSE55IN6 AND MITI6ATIN6 AIR QUALITY IMPACTS.
<br />24. ALL 6RADIN6 SHALL COMPLY WITH THE CALIFORNIA BUILDIN6 CODE, CHAPTER 10, APPENDIX C CHAPTER 13.
<br />30. NO SLOPE SHALL BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL.
<br />31. ACCESS TO THE PROJECT SITE FROM COUNTY OR CITY ROADS 15 RESTRICTED EXCEPT AT TEMPORARY CONSTRUCTION
<br />ENTRANCES.
<br />EROSION CONTROL NOTES
<br />32. ALL NOW TO BE DONE SHALL BE DONE IN ACCORDANCE WITH THE COUNTY OF SAN JOAQUIN STANDARDS AND THE STATE: OF
<br />CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CONSTRUCTION SITE BEST MANA6E14ENT PRACTICES (BMPS) MANUAL. THE
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURIN6 THAT ALL SUBCONTRACTORS, AND SUPPLIBR5 ARE AHARE OF, AND IMPLEMIENT
<br />ALL STORM MATER QUALITY MEASURES. FAILURE TO COMPLY WITH THE APPROVED CONSTRUCTIONS SMPS WILL RESULT IN THE
<br />ISSUANCE OF CORRECTION NOTICES, CITATIONS AND/OR A PROJECT STOP ORDER.
<br />33. THIS EROSION CONTROL PLAN WAS PR2iPARED AS AN EXHIBIT TO THE STORM WATER POLLUTION PREVENTION PLAN (5.W.P.P.P.)
<br />FOR THE OAKWQOD LAKE SUBDIVISION, AS REQUIRED BY THE STATE HATER RESOURCES CONTROL BOARD. THE FACILITIES SHOMVN ON
<br />THIS PLAN ARE DESI6NED TO CONTROL SEDIMENT DURING THE RAINY SEASON AFTER ROU6H 6RADIN6 HAS BEEN COMPLETED.
<br />ERR-61ON CONTROL. MEASURES ARE TO BE OPERABLE PRIOR TO OCTOBER 15TH THROU6H APRIL 15TH OF ANY YEAR THAT 6RADIN6
<br />OPERATIONS HAVE LET AREAS UNPROTECTED FROM EROSION. NO 6RADIN6 WILL OCCUR BETNEEN OCTOBER 15TH AND APRIL 15TH,
<br />UNLESS AUTHORIZED BY THE DIRECTOR OF PUBLIC WORK5. DE5I6N OF THESE FACILITIES MUST BE APPROVED OR UPDATED EACH
<br />YEAR PRIOR TO SEPTEMBER 30, AND SHALL BE 516N/ED BY THE COUNTY ENGINEER. DAILY MAINTENANCE OF THESE FACILITIES
<br />SHALL BE MONITORED AND INSPECTED BY THE PROJECT COORDINATOR.
<br />34. DURIN6 THE RAINY SEASON ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE SHALL BE
<br />MAINTAINED SO AS TO MINIMIZE SEDIMENT LADEN RUNOFF TO ANY STORM DRAINA6E SYSTEM.
<br />35. CONSTRUCTION ENTRANCE5 COh51STIN5 OF A66RESATE ON 6E0TEXTILE FABRIC, AS PER TTE DETAIL, SHALL BE PROVIDED AT EACH
<br />VEHICLE ACCESS POINT TO EXISTIN6 PAVED ROADS.
<br />36. ALL E1R05ION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED. THI5 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 MORK5.
<br />37. BORROW AREAS AND TEMPORARY STOCKPILES SHALL BE PROTECTED WITH APPROPRIATE EROSION CONTROL MEASURES TO THE
<br />SATISFACTION OF THE DIRECTOR OF PUBLIC MORK5.
<br />38. CONSTRUCTION OPERATION5 SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION WILL BE MINIMIZED.
<br />STATE AND LOCAL LAWS CONCERNIN6 POLLUTION SHALL BE COMPLIED WITH.
<br />34. PRIOR TO THE COf*0CB1E?NT 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 WATER RESOURCES CONTROL BOARD. A COPY OF
<br />THE SWPPP SHALL BE KEPT AT THE CONSTRUCTION SITE AT ALL TIME5.
<br />SILT FENCES
<br />40. IF POSSIBLE, 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 SECURELY
<br />FASTENED TO THE POST.
<br />41. SILT FENCES SHALL BE REMOVED NHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFOTE THE UPSLOPE AREA HAS BEEN
<br />PERMANENTLY STABILIZED.
<br />42. FILTER FABRIC SHALL BE NO. 2125 AS MANUFACTURED BY AMO.1O.0 CONSTRUCTION FABRICS, OR APPROVED EQUAL.
<br />C� TANG
<br />43. SEED AND MULCH SHALL BE APPLIED BY SEPTEMBER 15TH TO ALL DISTURBED SLOPES STEEPER THAN 2S AND H164NEr.' THIAN 3 FEET,
<br />AND TO ALL CUT AND FILL SLOPES WITHIN OR ADJACENT TO PUBLIC RIGHT -OF -MAYS, OR AS DIRECTED BY THE DIRECTOR OF
<br />PUBLIC MORK5.
<br />44. SEED AND FERTILIZER WILL BE APPLIED HYDRAULICALLY OR BY HAND AT THE RATES SPECIFIED BELOW. ON SLOPES STRAW SHALL
<br />BE APPLIED BY BLOMER OR BY HAND AND ANCHORED IN PLACE BY PUNCHING.
<br />ITEM POUNDS PER ACRE
<br />ZORRO ANNUAL FESCUE 10 LBS.
<br />ROSE CLOVER 8 LBS.
<br />HYDROMULCH FIBER 1500 LBS.
<br />16-20-0 FERTILIZER 300 LBS.
<br />(AMMONIUM PHOSPHATE)
<br />TACKIFIER 80 LBS.
<br />45. IF PLANT 6RONTH IS INADEQUATE FOR EiR05ION CONTROL, OVERSEED USING HALF THE RATE OF THE ORIGINAL APPLICATION. IF
<br />THE 6ROWTH IS OVER 60% DAM46ED, REPLANT USIN6 THE ORIGINAL SPECIFICATIONS. THIS SHOULD BE DONE 14 TO 21 DAYS
<br />AFTER THE INITIAL PLANTIN6.
<br />46. ALTERNATIVE MONS CONTROL TELHRNIQUES MUST BE USED IN THE EVENT ADEQUATE VEGETATION IS NOT ESTABLISHED PRIOR TO
<br />THE FIRST ANTICIPATED 5I6NIFICANT RAIN EVENT OF THE SEASON.
<br />NOTICE OF INTENT
<br />47. THE STATE WATER RE50LOWESS CONTROL BOARD HAS RECEIVED AND PROCESSED THE NOTICE OF INTENT TO COMPLY WITH THE TERMS
<br />OF THE 6EINEZAL PERMIT TO DISCHA E STORM WATER ASSOCIATED CONSTRUCTION ACTIVITY. THE WDID IDENTIFICATION NUMBER
<br />15 5534C330837, FOR ANY COMMUNICATIONS RE6ARDIN6 THI5 PERMIT.
<br />RECORD DRAWING
<br />Corrections By
<br />No Changes By
<br />Date 3/n/2,ns
<br />Any Person Using This Drawing Should Verity
<br />All information By inspecting The Site Of Work
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<br />RYAN CARREL, R.C.E. 61619
<br />DAVE SKIDMORE, L.S. 7126
<br />No.61619
<br />Exp. 6-3607
<br />DRAWN BY: M. E
<br />DATE: OCT. 9, 2"
<br />SCALE: NONE
<br />DWG: 246P0NPCVR4
<br />CHECKED: K. M•
<br />JOB # 246L-06
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<br />RYAN CARREL, R.C.E. 61619
<br />DAVE SKIDMORE, L.S. 7126
<br />No.61619
<br />Exp. 6-3607
<br />DRAWN BY: M. E
<br />DATE: OCT. 9, 2"
<br />SCALE: NONE
<br />DWG: 246P0NPCVR4
<br />CHECKED: K. M•
<br />JOB # 246L-06
<br />SHEET .2
<br />OF 05
<br />
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