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<br />SPECIFICATIONS
<br />1. ALL IMPROVET-iENT5 TO BE DOSE SHALL BE DOVE IN ACCORDANCE WITH THE RE-OUIREMENTS 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. BEW.HMARK: CITY OF MANTECA BENCHMARK NO. 71, 2' BRASS CAP LOCATED APPROXIMATELY 25 FEET NORTH OF THE
<br />NORTHEAST CORNER OF SECTION 11, TOWNSHIP 2 SOUTH, RAN6E 6 EAST, MOUNT DIABLO MERIDIAN, AT THE INTER5EGTION OF
<br />McKINLEY AVENUE AND BRONZAN ROAD.
<br />ELEVATION = 16.703, U. S. 6.5. DATUM.
<br />3. SOILS REPORT: THE 6EOTECHNICAL SERVICES REPORT FOR THE PROPOSED OAKWOOD LAKE DEVELOPMENT, WOODWARD AVENUE,
<br />MANTECA, CALIFORNIA, AS PREPARED BY KLEINFELDER, INC., WITH 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 RE39RESENTATIVE, BUT SUCH
<br />CHECKIN6 AND/OR APPROVAL DOES NOT RELIEVE THE DEVELOPER PROM HI5 RE5PONSIBILITY TO CORRECT E�ci, OMISSIONS
<br />OR MAKE CHAN6E5 REQUIRED BY CONDITIONS DISCOVERED IN THE FIELD DURING THE COURSE OF CONSTRUCTION.
<br />5. THE CONTRACTOR SHALL KEEP HIMSELF FULLY INFORMED OF ALL EXISTING AND FUTURE STATE AND FEDERAL LAW5 AND ALL
<br />COUNTY, MUNICIPAL AND SPECIAL DISTRICT ORDINANCES AND RE6ULATIONS WHICH IN ANY MANNER AFFECT THOSE ENGAGED 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 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 A6E4T5 AND EMPLOYEE5 TO
<br />OBSERVE AND COMPLY KITH ALL SUCH EXISTING AND FUTURE LAW5, ORDINANCES, REGULATIONS, 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 THIREE:- CONNECTED WITH THE WORK, INCLUDING THE
<br />EN6INEER, A6AIN15T ANY CLAIM OR LIABILITY ARI5IN16 FROM OR BASED ON THE VIOLATION OF ANY SUCH LAN, ORDINANCE,
<br />REGULATION, ORDER, OR DECREE, W -ETHER BY HIMSELF OR HIS EMPLOYEES. IF ANY DISCREPANCY OR INCONSISTENCY 15
<br />DISCOVERED IN THE PLANS, SPECIFICATIONS, OR CONTRACT FOR THE WORK IN RELATION TO ANY SUCH LAN, ORDINANCE,
<br />REWLATION, ORDER, OR DECREE THE CONTRACTOR SHALL FORTHWITH (REPORT THE SAME TO THE EN6INEER IN NRITIN6.
<br />6. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ANY WORK PERFORMED BY THE CONTRACTOR OR OWNED BASED ON PLANS
<br />WHICH HAVE NOT BEEN 5I6NEP AND SEALED BY THE ENGINEER AND APPROVED BY THE DISTRICT, CITY OR COUNTY
<br />HAVING JURISDICTION. ALL INFORMATION SHOHN ON PRELIMINARY DRAWIN65 15 SUBJECT TO CORRECTION AND CHAN6E,
<br />AND THE CONTRACTOR OR Ol^MER SHALL PERFORM ANY AND ALL WORK AT THEIR OWN RISK.
<br />7. ALL DISTANCES AND MEASUREMENTS ARE 67VEN AND WILL BE MADE IN A HORIZONTAL PLANE. 6RADE WILL BE 61VEN FROM THE
<br />TOP OF NAILS OR STAKES, UNLESS NOTED 0THERliMISE. THE CONTRACTOR SHALL PRE5ERVE ALL POINTS AND STAKES SET FOR
<br />LIMES AND GRADES OR MEASUREMENTS OF 77E WORK, IN THEIR PROPER LOCATION UNTIL AUTHORIZED TO REMOVE THEM BY THE
<br />EN6INEER. ALL EXPENSES INCURRED IN REPLACING STAKES THAT HAVE BEEN REMOVED WITHOUT PROPER AUTHORITY SHALL BE
<br />PAID FOR BY THE 6ENERAL CONTRACTOR.
<br />B. THESE PLANS HAVE BEEN PREPARED WITH THE INTENT THAT ASSOCIATED ENBINEERIN6 6ROUP, INC. WILL PERFORM THE
<br />CONSTRUCTION 5TAKIN6 FOR 714E COMPLETE PRO -ECT. THE CONTRACTOR SHALL PROVIDE ASSOCIATED EN&INEERIN6 6RA P, INC.
<br />WITH FORTY-EIGHT HOURS ADVANCE NOTICE OF 5TAKIN6 NEEDS. ANY STAKIN6 REQUE5TED 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 A6E4CY IS EMPLOYED TO USE THESE PLANS FOR THE PURPOSE
<br />OF CONSTRUCTION 5TAKIN6, NOTICE IS HELY 6IVEN THAT ASSOCIATED B46INEFRIN6 6ROUP, INC. WILL NOT ASSUME ANY
<br />RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MI6HT OCCUR AND XHICH COULD HAVE BEEN AVOIDED,
<br />CORRECTED OR MITI6ATED IF ASSOCIATED ENGINEERING 6ROUP, INC. HAD PERFORMED THE STAKING WORK.
<br />q. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN 6ENERAL TERMS, BUT NOT IN COMPLETE DETAIL,
<br />IT I5 UNUDER5TOOP THAT ONLY 77E 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 REiQUIRE311ENTS OF THE STATE OF CALIFORNIA WATER RESOURCES CONTROL BOARD
<br />(5WRCB), ORDER NO. 42-06-DWQ, NPDES 6EMERAL PERMIT NO. CASO00002. 77E CONTRACTOR SHALL IMPLEMENT AND MONITOR
<br />THE STORM WATER POLLUTION PREVENTION PLAN (-C#W'PP) IN ACCORDANCE KITH THE SMWB REGULATIONS.
<br />11. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS PERTAINING TO HIS
<br />OPERATIONS. HE SHALL PROVIDE ALL LI6HT5, 516NS, BARRICADES, FLAG 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, SUBCHAPTER 4, ARTICLE 6, 'EXCAVATIONS, TRENCHES, EARTHWORK."
<br />12. THE CONTRACTOR A6REES THAT HE SHALL ASSUME 50LE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITION5 DURING
<br />THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS
<br />REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO P40RaH AL WORKI N6 HOURS; AND THAT THE CONTRACTOR
<br />SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE EN6INEER AND SAN JOAQUIN COUNTY HARMLESS FROM ANY AND ALL
<br />LIABILITY, REAL OR AL.LE56M, IN CONUNECTION WITH THE PERFORMANCE OF WORK ON THIS FRO.ECT, EXCEPTING FOR LIABILITY
<br />ARISING FROM THE SOLE NE6L16ENCE OF THE OWNER OR ENGINEER.
<br />13. APPROPRIATE DUST CONTROL SHALL BE PROVIDED FOR THE ALLEVIATION OR PREVENTION OF DUST NUISANCE AS REQUIRED BY
<br />THE COUNTY OF SAN JOAQUIN, AT 77E CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL IMPLEMENT A DUST CONTROL PROSRAM
<br />AS PART OF THE MEASURES );r3WIREP BY THE E.I.R. (CEA ER 4.6) FOR AIR QUALITY CONTROL AND THE REQUIREMENT5 OF
<br />PM 10 AND THE BEST AVAILABLE CONTROL MEASURES (SACM) APPROVED BY THE BOARD. THE PROGRAM SHALL INSURE THAT, AT
<br />THE PUBLIC WORKS DIRECTOR'S DISOFETION, A WATER VEHICLE FOR DUST CONTROL OPERATIONS 15 KEPT READILY AVAILABLE
<br />AT ALL TINES DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE THE PUBLIC WORIC5 DIRECTOR AND BUILDIN6
<br />OFFICIAL KITH THE NAME AND TELEPHONE NUMBER OF THE PER50N DIRECTLY RESPONSIBLE FOR DUST CONTROL AND OPERATION
<br />OF THE WATER VEHICLE.
<br />14. THE EXISTING UTILITIES ARE PLOTTED FROM AVAILABLE RECORDS OR FIELD LOCATIONS WHEN POSSIBLE. THE CONTRACTOR
<br />SHALL LOCATE AND PRE5ERVE ALL EXI5TIN6 FACILITIES INCLUDIN6 6A5, WATER, IRRI6ATION, PONER, TELEPHONE, SEWER
<br />OR OTHERS WHICH MAY BE PRESENT IN THE AREA OF CONSTRUCTION. THE RE5FECTIVEF UTILITY COMPANIES SHALL BE
<br />NOTIFIED PRIOR TO BE6INNIN6 WORK.
<br />15. THE EXISTIN6 UTILITIES SHALL NOT BE INTERRUPTED UNTIL 71-E UTILITY COMPANY HAS PROVIDED ALTERNATIVE SERVICE
<br />FACILITIES. THE CONTRACTOR SHALL COOPERATE AND COORDINATE HIS WORK WITH THE APPROPRIATE A6ENCIE5 AND UTILITY
<br />COMPANIES.
<br />16. ALL CONSTRUCTION 5TAKIN6 FOR 6RADIN6 SHALL BE DONE BY A RE615173ED CIVIL ENGINEER OR LICENSED LAND SURVEYOR.
<br />17. ALL TR!54r. 5 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 />18. TESTING: ALL INDEPENDENT LABORATORY INSPECTIONS CALLED FOR BY THE DIRECTOR OF PUBLIC WORKS WILL BE PAID
<br />FOR BY THE DEVELOPER OR CONTRACTOR.
<br />Iq. IF, DURING CONSTRUCTION, ARCHAEOLOGICAL REMAINS ARE ff4C4UNTERED, CONSTRUCTION IN THE VICINITY SHALL BE HALTED,
<br />AND AN ARGHAEOLOSIST CONSULTED, AND THE COUNTY PUBLIC WORKS DEPARTMENT NOTIFIED. IF, IN THE OPINION OF THE
<br />ARCHAEOLO6I5T, THE REMAINS ARE SI6NIFICANT, MEASURES 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 SEVER SYSTEM 15 STRICTLY PROHIBITED.
<br />21. THE CONTRACTOR SHALL MAINTAIN ALL STREETS, SIDEWALKS, AND ALL OTHER PUBLIC RI6HT5-OF-WAY IN A CLEAN, SAFE AND
<br />USABLE CONDITION THROUGHOUT 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 />MAINTAIN IN A CLEAN, SAFE AND USABLE CONDITION. TILE CONTRACTOR SHALL PROVIDE FOR SAFE, UNOBSTRUCTED ACCESS
<br />TO PRIVATE PROPERTY ADJACENT TO WORK TFROWHIOUT THE PERIOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE THE
<br />PUBLIC WORK5 DEPARTMENT THE NAME AND TELEPHONE NUMBER OF PERSON AVAILABLE 24 HOURS A DAY IF PROBLEMS OR
<br />CONDITION IS NOT MET.
<br />22. ALL TRASH, CONSTRUCTION DEBRIS AND MATERIALS SHALL BE CONTAINED WITHIN THE CONSTRUCTION AREA UNTIL OFF-SITE
<br />DISPOSAL CAN BE ARRAN61i .
<br />23. THE CONTRACTOR SHALL KEEP ADJOINING PUBLIC STREETS AND PARKING AREAS FREE AND CLEAN OF PROJECT DIRT, MVD AND
<br />MATERIALS DURING THE CONSTRUCTION PERIOD. 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 PERSONNEL OF THE POSSIBILITY OF BURIED CULTURAL RESOURCES, HUMAN
<br />REMAINS AND OTHER SUCH CULTURAL RESOURCES AND SHALL IMMEDIATELY COMPLY WITH ALL REQ)IREMEINTS CONTAIN 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 6RADIN(9 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 FILLS. THE SOILS EN6INEER 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 ENGINEER SHALL STATE IN A REPORT TO THE COUNTY OF SAN JOAQUIN THAT INSPECTIONS AND TESTS WERE MADE BY HIM
<br />OR UNUEER HIS SUPERVISION AND THAT IN HIS OPINION ALL FILL5 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 SURFACES TO 15 MILES PER HOUR TO LONER 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 />26. DEVELOPER/CONTRACTOR'S WORK SHALL BE IN ACCORDANCE WITH THE SJVAPCD 6UIDELINUS, INCLUDIN6 SJVAPGD REGULATION VIII
<br />AND IMPLB T CONTROL MEASURES BASED ON SJVAPCD'S COMPLIANCE ASSISTANT BULLETIN FOR SHORT TERM IMPACTS. SJVAPCD
<br />SHALL BE CONTACTED TO DISCUSS MITI6ATION MEASURES AND IMPLEMENT MEASURES FROM TABLE 6-4 OF THE 6UIDE FOR
<br />ASSESSIN6 AND MITI6ATIN6 AIR QUALITY IMPACTS.
<br />2q. ALL 6RADIN6 SHALL COMPLY WITH THE CALIFORNIA BUILDIN6 CODE, CHAPTER 1B, APPENDIX C CHAPTER 13.
<br />30. NO SLOPE SHALL BE STEEPER THAN 2 HORIZONTAL TO i VERTICAL.
<br />31. ACCESS TO THE PROJECT SITE FROM COUNTY OR CITY ROADS 15 RESTRICTED EXCEPT AT TEMPORARY CONSTRUCTION
<br />ENTRANCES.
<br />ER05ION CONTROL NOTES
<br />32. ALL WORK TO BE DOSE SHALL BE DONE IN ACCORDANCE WITH THE COUNTY OF SAN JOAQUIN STANDARDS AND THE STATE OF
<br />CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CON5TRUCTION SITE BEST MANA6EMENT PRACTICES (BMPS) MANUAL. THE
<br />CONTRACTOR SHALL BE IZL�5PON51BLE FOR E4SURIN6 THAT ALL SUBCONTRACTORS, AND SUPPLIERS ARE AWARE OF, AND IMPLEMENT
<br />ALL STORM WATER QUALITY MEASURES. FAILURE TO COMPLY WITH THE APPROVED CONSTRUCTIONS BMPS WILL RESULT IN THE
<br />ISSUANCE OF CORRECTION NOTICES, CITATIONS AND/OM2 A PROJECT STOP O PER.
<br />33. THIS EROSION CONTROL PLAN WAS PREPARED AS AN EXHIBIT TO THE STORM NATER POLLUTION PREM ION PLAN (S.N.P.P.P.)
<br />FOR THE OAKWOOD LAKE SUBDIVISION, AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD. THE FACILITIES SHOW ON
<br />THIS PLAN ARE DE516NED TO CONTROL SEDIMENT DURING 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 LEFT 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 MA)5T BE APPROVED OR UPDATED EACH
<br />YEAR PRIOR TO SEPTEMBER 30, AND SHALL BE 516NE9 BY THE COUNTY EWINEER. DAILY MAINTENANCE OF THESE FACILITIES
<br />SHALL BE MONITORED AND INSPECTED BY THE PROJECT COORDINATOR.
<br />34. DURING THE RAINY SEASON ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DE13RI5. THE SITE SHALL BE
<br />MAINTAINED 50 AS TO MINIMIZE SEDIMENT LADEN RUNOFF TO ANY STORM DRAINA6E SYSTEM.
<br />35. CONSTRUCTION ENTRANCES CONSISTING OF A664RE6ATE ON 6EOTEXTILE FABRIC, AS PER THE DETAIL, SHALL BE PROVIDED AT EACH
<br />VEHICLE ACCESS POINT TO EXI5TIN6 PAVED ROADS.
<br />36. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DI5TUR5ED AREAS ARE STABILIZED. THIS PLAN MAY NOT COVER
<br />ALL THE SITUATIONS THAT ARISE DURING CON5TRUCTION 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 NORK5.
<br />37. BORROW AREAS AND TEMPORARY STOCKPILES SHALL BE PROTECTED KITH APPROPRIATE ER051ON CONTROL MEASURES TO THE
<br />SATISFACTION OF T71E DIRECTOR OF PUBLIC WORKS.
<br />38. CONSTRUCTION OPERATIONS SHALL 8E CARRIED OUT IN 5" A MANNER THAT EROSION AND NATER POLLUTION WILL BE MINIMIZED.
<br />STATE AND LOCAL LAH5 CONGERNIN6 POLLUTION SHALL BE COMPLIED KITH.
<br />3q. PRIOR TO THE COM NT OF ANY CLEARIN6, 6RADIN6 OR EXCAVATION, THE CONTRACTOR/DEVELOPER SHALL PROVIDE EVIDe CE
<br />THAT A NOTICE OF INTENT (NOI) HAS BEEN SUBMITTED TO THE CALIFORNIA STATE WATER RE50URGE5 CONTROL BOARD. A COPY OF
<br />THE 504PPP SHALL BE KEPT AT THE CONSTRUCTION SITE AT ALL TIMES.
<br />SILT FENCES
<br />40. IF POSSIBLE, SILT PENCE FABRIC SHALL BE CUT FROM A CONTINUOUS ROLL TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE
<br />NECESSARY, FILTER FABRIC 51-1ALL BE SPLICED AT A SUPPORT P05T, WITH A MINIMUM OF 6' OVERLAP AND BOTH ENDS SECURELY
<br />FASTENED TO THE POST.
<br />41. SILT FENGE5 SHALL BE REMOVED AHE=N THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN
<br />PERMANENTLY STABILIZED.
<br />42. FILTER FABRIC SHALL BE NO. 2125 AS MANUFACTURED BY AM" CONSTRUCTION FABRICS, OR APPROVED EQUAL.
<br />l:C 1lT\IG
<br />43. SEEP AND MULCH SHALL BE APPLIED BY 5E1TEMBIR 15TH TO ALL D15TURBED SLOPES STEEPER THAN 2% AND H161ER THAN 3 FEET,
<br />AND TO ALL CUT AND FILL 51-OPE5 WITHIN OR ADJACENT TO PUBLIC R16HT-OF-WAYS, OR A5 DIRECTED BY THE DIRECTOR OF
<br />PUBLIC WORKS.
<br />44. SEED AND FERTILIZER WILL BE APPLIED HYDRAULICALLY OR BY HAND AT THE RATE5 SPECIFIED BELON. ON SLOPES STRAN SHALL
<br />BE APPLIED BY BLOWER OR BY HAND AND ANCHORED IN PLACE BY PUNCHIN6.
<br />ITEM POUNDS PER ACRE
<br />ZORRO ANNUAL FESCUE 10 LBS.
<br />R05E CLOVER B LBS.
<br />HYDROMULCH FIBER 1500 LBS.
<br />I6-20-0 FERTILIZER 300 LBS.
<br />(AMMONIUM PHOSPHATE)
<br />TACKIFIER 80 LBS.
<br />45. IF PLANT 60WNTH 15 INADEQUATE FOR EROSION CONTROL, OVERSEED U51N6 HALF THE RATE OF THE ORI6INAL APPLICATION. IF
<br />THE 6ROWTH 15 OVER 60% DAMA6ED, REPLANT U5IN6 THE OR16INbAL SPECIFICATIONS. THIS SHOULD BE DONE 14 TO 21 DAYS
<br />AFTER THE INITIAL PLANTIN6.
<br />46. ALTERNATIVE EROSIONS CONTROL TECHNIQUES MUST BE USED IN THE EVENT ADEQUATE VE6ETATION 15 NOT ESTABLISHED PRIOR TO
<br />THE FIRST ANTICIPATED 5167NIFICANT RAIN EVENT OF THE SEASON.
<br />NOTICE OF INTENT
<br />47. THE STATE HATER RESOUId'.E5 CONTROL BOARD HAS RECEIVE() AND PROCESSED THE NOTICE OF INTENT TO COMPLY WITH THE TERMS
<br />OF THE 6ENERAL PERMIT TO D15GHAR15E STORM WATER ASSOCIATED CONSTRUCTION ACTIVITY. THE WDID IDENTIFICATION WNBER
<br />IS 553gC33OB37, FOR ANY COHMUNICATION5 RE6ARDIN6 THIS PERMIT.
<br />RECORD DRAWING
<br />Corrections By
<br />No Chan es By V
<br />Date 3/R/2cei1
<br />Any Person Using This Drawing Should Verify
<br />All inforrnation 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.6-30-07
<br />DRAWN BY: M. E
<br />DATE: OCT. 4, 2"
<br />SCALE: NONE
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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: M. E
<br />DATE: OCT. 4, 2"
<br />SCALE: NONE
<br />DWG: 2g6P0NIDCVTR3
<br />CHECKED: K. N.
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