|
SPEC I F I CA7I ONS
<br />r
<br />m
<br />w
<br />H
<br />a
<br />z
<br />O
<br />1.
<br />ALL IMPROVIB'IENT5 TO BE DONE SHALL BE DONE IN ACCORDANCE WITH THE REQUIRE_ OF THE LATEST EDITION OF THE
<br />21.
<br />ALL CONSTRUCTION STAKING FOR 6RADIN&, CURLS AND 6UTTERS, SIDEWALKS, SANITARY SBq9R5, STORM DRAINS, WATER
<br />56.
<br />THE CONTRACTOR 15 TO BE RE5PON51BLE FOR ALL TE5TIN6 AND DISINFECTION OF WATER LINES IN GONFO ANGE WITH THE
<br />vii r
<br />,...
<br />SAN JOAQUIN COUNTY DEPARTnNT OF PUBLIC WORKS STANDARD SPECIFICATIONS AND THE LATEST EDITION OF THE STATE OF
<br />w m :n
<br />> m ,-.
<br />o
<br />LINES, FIRE HYDRANTS, 8 TROLIERS, ETC. SHALL BE DONE BY A RE6ISTERED CIVIL EN6INEER OR LICENSED LAND
<br />Z
<br />REWIREfIENTS OF THE OAK VW LAKE WATER DISTRICT PRIOR TO FINAL ACCEPTANCE. ALL WATER LINES SMALL BE PRE550RE
<br />D Nx
<br />CALIFORNIA DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS, AND THE REQUIREMENTS OF THE OAKNOOD LAKE
<br />0LL 0
<br />SURVEYOR.
<br />TESTED, DISINFECTED, FLUSHED AND TESTED FOR BACTERIA IN CONFORMANCE WITH SECTION 4, OF THE SAN JOAQUIN COUNTY
<br />LL
<br />Vw0
<br />WATER DISTRICT. THE OAKWOOD LAKE WATER DISTRICT FACILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE
<br />= cD
<br />=
<br />O
<br />W
<br />STANDARDS PRIOR TO FINAL AGGEPTANC.E BY THE WATER DISTRICT.
<br />U o?
<br />FO"'E
<br />CITY OF MANTECA DEPARTMENT OF PUBLIC WORK5 5TANDARRP SPECIFICATIONS.
<br />22.
<br />PRIOR TO TRENC.HIN6 FOR ANY SEER, WATER OR STORM DRAIN PIPE, THE CONTRACTOR SHALL VERIFY, IN THE FIELD, THE
<br />V
<br />N 0 �^
<br />I-�o
<br />V)
<br />Z
<br />SIZE AND LOCATION OF THE EKISTIN6 PIPE AT THE POINT OF CONVECTION. ANY DEVIATION FROM THE PLANS SHALL BE
<br />57.
<br />ACTUAL CONNECTIONS TO EXISTIN6 HEATER DISTRICT WATER LINES WILL NOT BE PERMITTED PRIOR TO THE COMPLETION OF
<br />N
<br />r
<br />2.
<br />BE34C MIARK: CITY OF MANTECA BENCkiHARK NO. 71, 2" BRAS5 CAP LOCATED APPROXIMATELY 25 FEET NORTH OF THE
<br />a
<br />RESOLVED BY THE DE5I6N 046INEER PRIOR TO TRENGHIN6. ANY DAMA6E CAUSED BY TRENCHING TO EXISTIN6 UNDED6ROUN12
<br />STERILIZATION AND TESTING OF HATER MAINS. ALL EXISTIN6 WATER VALVES ARE TO BE OPERATED UNDER THE DIRECTION OF THE
<br />NORTHEAST CORNER OF SECTION 11, TOWNSHIP 2 SOUTH, RAN6E 6 EAST, MOUNT DIABLO MERIDIAN, AT THE INTERSECTION OF
<br />UTILITIES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
<br />WATER DISTRICT ONLY.
<br />MMcKINLEY AVENUE AND BRONLZAN ROAD.
<br />ELEVATION = 16.703, U.S.6.5. DATUM.
<br />23.
<br />ALL TREI FEES SHALL BE BACKFILLED IN ACCORDANCE WITH SAN JOAQUIN COUNTY STANDARD DETAILS. COMPACTION SHALL BE
<br />56.
<br />WATER SERVICES SHALL BE 1' DIAMETER PLASTIC PIPE AS PER SAN JOAQUIN COUNTY STANDARD SPECIFICATIONS AND STANDARD
<br />ACHIEVED BY MECHANICAL MEANS. NO FLOIODIN6, PONDING, OR JETTING SHALL BE FEWIT7ED UNLE55 APPROVED BY THE
<br />DETAIL CW -NVB.
<br />3.
<br />SOILS REPORT: THE 6EOTEC44NICAL SERVICES REPORT FOR TIE PROPOSED OAKWGCV LAKE DEVELOPMENT, WOODWARD AVENUE,
<br />DIRECTOR OF PUBLIC WORKS IN WRITIN6.
<br />MANTECA, CALIFORNIA, AS PREPARED BY KLEINFE.DIER, INC., WITH PROJECT NO. 48043.601, DATED OCTOBER 27, 2004, I5
<br />Sq.
<br />THE LOCATION OF WATER SERVICES IN NEW SUBDIVISIONS SHALL BE MARKED BY THE CONCRETE CONTRACTOR WITH 77-5 LETTER 'W'
<br />HER133Y MADE A PART OF THESE PLANS.
<br />24.
<br />TESTIN6:
<br />STAMPED ON THE BACK OF SIDEWALK OR ON THE TOP OF CURB. THE UNDERGROUND CONTRACTOR SHALL PROVIDE SUFFICIENT
<br />A. ALL INDEPENDENT LABORATORY INSPECTIONS CALLED FOR BY THE DIRECTOR OF PUBLIC WORD'S WILL BE PAID FOR BY THE
<br />RECORDS AND SHALL LEAVE ADEQUATE MARKS IN THE FIELD FOR THE CONCRETE CONTRACTOR TO ACCURATELY STAMP THE LETTER 'W'
<br />4.
<br />THESE PLANS HAVE BEEN &NECKED BY THE COUNTY OF SAN JOAQUIN AND/OR ITS AUTHORIZED REPRESENTATIVE, BUT SUCH
<br />DEVELOPER OR CONTRACTOR.
<br />FOR ALL WATER -SERVICES, PRIOR TO PLACING ANY SID64ALK OR CURB AND 6UTTER. THE GONCW7P CONTRACTOR SHALL $mIFY
<br />CHECKING AND/OR APPROVAL DOES NOT RELIEVE THE DEVELOPER FROM HIS RESPONSIBILITY TO CORRECT ERRORS, OMISSIONS
<br />THE LOCATIONS OF ALL DRIVEWAYS, AND WATER -SERVICES BEFORE POURING THE CURB, AND FURNISH TO 7HE SAN JOAQUIN COUNTY
<br />OR MAKE CHAN6E5 REQUIRE=D BY CONDITIONS DISCOVERED IN THE FIELD DURING THE COURSE OF CONSTRUCTION.
<br />B. ROADWAY SUB-6RADE, SIIB-BASE, BASE, AND 7T05NGH BACKFILL COMPACTION TESTING SHALL BE PERFORMED BY A LICENSED
<br />FIELD INSPECTOR SHCHIN& HE HAS ADEQUATE INFORMATION TO ACCURATELY FIELD LOCATE AND MARK THE LETTER 'W" TO BE
<br />SOILS ENGINEER, AT THE DEVELOPERS EXPENSE.
<br />STAMPED IN HIS WORK.
<br />S.
<br />IF A CONFLICT OCCURS BETN®N THE SAN JOAQUIN COUNTY DESI6N AND CONSTRUCTION STANDARDS AND THE CATIONS
<br />BY THE DES16N 846INEER AND/OR SOILS BN61NEER, THE MORE STRIN6BNT SHALL APPLY AS DIRECTED BY THE DIRECTOR OF
<br />G. TESTS FOR R -VALUES ARE REQUIRED PRIOR TO THE INSTALLATION OF BASE ROCK.
<br />60.
<br />FIRE HYDRANTS SHALL BE PURINISHED AND INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE SAN JOAQUIN COUNTY
<br />PUBLIC WORKS.
<br />STANDARD SPECIFICATIONS AND STANDARD DETAIL CW -MIB. HYDRANTS SHALL BE LONG BEACH 425 OR EQUAL WITH 1 - 4 1/2' AND
<br />D. A MINIMUM OF 4& HOURS NOTICE IS REQUIRED TO SCHEDULE ALL SOILS TE5TIN5 SERVICES.
<br />I - 2 1/2' OUTLET.
<br />6.
<br />6UARANTEE: THE COMPLETED PROJECT, INCLUDING ALL WORK, MATERIALS, DEVICES AND EQUIPMENT, SHALL BE 6UARANTEED
<br />BY THE DEVELOPER A6AINST FAULTY WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER FINAL AGGEPTANGE
<br />25.
<br />ASBESTOS CEMENT PIPE (ACP) OR VITRIFIED CLAY PIPE (VCP) OR ITS FITTIN65 SMALL NOT BE USED WITHIN SAN JOAQUIN
<br />SANITARY SE3ER
<br />BY THE DIRECTOR OF PUBLIC WORKS. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL REPAIR AND/OR REPLACEMENTS
<br />COUNTY.
<br />INCLUDING ALL LABOR, MATERIALS, EQUIPMENT, DEVICES, PLANT AND OTHER ITEMS OF WORK NECESSARY. TO SECURE
<br />61.
<br />6RAVITY 551 PIPE: P.V.G. PIPE AS SHOMN ON THE PLANS SHALL BE POLYVINYL CHLORIDE PIPE 60NFOR4IN6 TO ASTM D-3034,
<br />THIS 6UARANTEE, A BOND OR OTHER SECURITY SHALL BE PROVIDED IN THE AMOUNT OF 20% OF THE VALUE OF THE WORK
<br />26.
<br />THE FULL STRUCTURAL SECTION OF THE MAJOR STREET SHALL BE CONTINUED THRO16HH THE INTERSECTIONS.
<br />SDR 35, WITH RUBBER SFALIN6 RIN65 NEETIN6 ASTM D-3212 'JOINTS FOR DRAINS AND SEVER PIPES USING FLEXIBLE
<br />ESTIMATED BY THE ENGINEER. SAID BOND SHALL CONTINUE IN FULL FORGE AND EFFECT FOR A PERIOD OF ONE YEAR
<br />ELA5TOMERIC SEALS" OR AN APPROVED EQUAL.
<br />FROM THE DATE OF THE FORMAL AGGEPTANIGE OF THE WORK BY THE DIRECTOR OF PUBLIC WORKS OR BOARD OF SUPERVISORS.
<br />27.
<br />TRAFFIC CONTROL DEVICES AND INSTALLATIONS SHALL BE IN GONORtiANCE WITH M. U. T. G. D., SECTION IV BY THE U.S.
<br />DEPARTMENT OF TRANSPORTATION AND THE CALIFORNIA SUPPLEMENT TO TIE M.U. T.G.D., AND MUST ME=T THE COUNTY STANDARDS.
<br />62.
<br />SEI LATERALS -SHALL BE 4' IN DIAMETER, AND SHALL INCLUDE A CLEAN-CUT AT I FOOT MINIMUM TO 2 FEET MAXIMUM BEHIND
<br />7.
<br />INSPECTION DURING CONSTRUCTION: ANY IMPROVEMENTS CONSTRUCTED TO THESE SPECIFICATIONS AND WHICH IT 15
<br />THE BACK OF SIDEWALK. SEE PLANS FOR LOCATIONS AND DRAWING NO. 5-7A.
<br />INTENDED THAT THE COUNTY OR A HOMEOWNERS ASSOCIATION WILL ASSUME MAINTENANCE RESPONSIBILITY, MUST BE
<br />2,0.
<br />IF, DURING CONSTRUCTION, ARCHAEOLO16ICAL REMAINS ARE ENCOUNTERED, CONSTRUCTION IN THE VICINITY SHALL BE HALTED,
<br />INSPECTED DURING CONSTRUCTION BY AN AUTHORIZED A6ENT OF THE DEVELOPER AND DIRECTOR OF PUBLIC WORKS. EACH
<br />AND AN AROHAEOLO6IST CONSULTED, AND THE COUNTY PUBLIC WORKS DEPARTMENT NOTIFIED. IF, IN 77-E OPINION OF THE
<br />63.
<br />THE LOCATION OF SEER .SERVICES IN NEW SUBDIVISIONS SHALL BE MARKED BY THE CONCRETE CONTRACTOR WITH THE LETTER 05'
<br />PHASE OF CONSTRUCTION MUST BE INSPECTED AND APPROVED PRIOR TO PROCEEDIN& TO THE SUBSEQUENT PHASES.
<br />ARGHAEOI_015757", 774E REMAINS ARE SIGNIFICANT, MEASURES AS MAY BE REQUIRED BY THE DIRECTOR OF PUBLIC MOW -5,
<br />STAMPED ON THE BACK OF SIDEWALK OR ON THE TOP OF CURB. THE UNDERSROUND CONTRACTOR SHALL PROVIDE SUFFICIENT
<br />SHALL BE TAKEN TO PROTECT THEM.
<br />RECORDS AND SHALL LEAVE ADEQUATE MARKS IN THE FIELD FOR THE CONCRETE CONTRACTOR TO ACCURATELY STAMP THE LETTER 05"
<br />ANY IMPROVEMENTS CONSTRUCTED WITHOUT INSPECTION AS PROVIDED ABOVE OR CONSTRUCTED CONTRARY TO THE ORPEN5
<br />FOR ALL 55BR SERVICES, PRIOR TO PLACING ANY SIDEWALK OR CURB AND 6UrrW. THE CONCRETE CONTRACTOR SHALL VERIFY
<br />OR INSTRUCTIONS OF THE AUTHORIZED A6ENT OF THE DEVELOPER OR DIRECTOR WILL BE DEEMED AS NOT COMPLYING
<br />2q.
<br />DISPOSAL OF WATER INTO THE SANITARY SEWER SYSTEM 15 STRICTLY PROHIBITED.
<br />THE LOCATIONS OF ALL DRIVEWAYS, AND SE0 LATERALS BEFORE POURING THE CURB, AND FURNISH TO 77-E SAN JOAQUIN COUNTY
<br />WITH THE SAN JOAQUIN COUNTY STANDARDS AND SPECIFICATIONS, AND WILL NOT BE ACCEPTED BY SAN JOAQUIN COUNTY
<br />FIELD INSPECTOR SHOWING HE HAS ADEQUATE INFORMATION TO ACCURATELY FIELD LOCATE AND MARK THE LETTER "5" TO BE
<br />FOR MAINTENANCE PURPOSES.
<br />30.
<br />THE CONTRACTOR SHALL MAINTAIN ALL STREETS, SIDEWALKS, AND ALL OTHER PUBLIC RIGHTS-OF-WAY IN A CLEAN, SA=E AND
<br />STAMPED IN HIS WORT:.
<br />USABLE CONDITION TIHROU6HOUT THE COURSE OF CONSTRUCTION. ALL SPILLS OF SOIL, ROCK, CONSTRUCTION DEBRIS, ETC.,
<br />THE DEVELOPER WILL HAVE COMPACTION TESTS TAKEN ON ALL LOTS WHERE THE DEPTH OF FILL IS 6REATE2 THAN
<br />SHALL BE REMOVED IMMEDIATELY FROM PUBLICLY OWNED PROPERTY. ALL ADJACENT PROPERTY, PRIVATE OR PUBLIC, SHALL BE
<br />64.
<br />SE B2 FORICE MAINS 4' AND LARGER SHALL BE POLYVINYL CHLORIDE CLASS 200 CONFORMIN5 TO AMWA G-gO0. DUCTILE IRON
<br />SEVEN (7") INCHES AND WITHIN THE STENS. RE -TESTS THAT ARE THE RESULT OF THE CONTRACTOR'S FAILURE TO
<br />MAINTAINED IN A CLEAN, SAFE AND USABLE CONDITION. THE CONTRACTOR SHALL PROVIDE FOR SAFE, UNOBSTRUCTED ACCESS
<br />FITTIN65 INCLUDIN5 TSS, OWSSE5, GAPS, ETC. SHALL BE PLAN6E, MECHANICAL JOINT OR COMBINATION TH9ZEOF. MECHANICAL
<br />COMPACT THESE AREAS AS REQUIRED WILL BE BORNE BY THE CONTRACTOR.
<br />TO PRIVATE PROPERTY ADJACENT TO WORK THROUGHOUT THE' PERIOD OF CONSTRUCTION. TIE CONTRACTOR SHALL PROVIDE THE
<br />JOINT COUPLIN65 SHALL CONFORM TO AN51 A21.10 (AWNA &110-77). ALL COUPLIN65 SHALL BE CEMENT MORTAR LINED IN
<br />PUBLIC WORKS DEPARTMENT THE NAME AND TELEPHONE NUMBER OF PERSON AVAILABLE 24 HOURS A DAY IF PROBL.ENS OR
<br />ACCORDANCE WITH AMA &104-80, AND SHALL BE FURNISHED WITH RUBBED RING SIAL. JOINTS DESI6NEV TO BE USED WITH CLASS
<br />THE COUNTY DEPARTMENT OF PUBLIC WORKS WILL PERFORM FIELD INSPECTIONS FOR THIS PROJECT. THE OAKWOOD LAKE
<br />CONDITION IS NOT MET.
<br />200 P.V.G. PIPE, AWWA G-qOO.
<br />WATER DISTRICT WILL PERFORM FIELD INSPECTIONS FOR THE INSTALLATION OF THE SANITARY SEVER, DOMESTIC WATER
<br />AND STORM DRAIN SYSTEMS FOR THIS PRO -ECT.
<br />31.
<br />ALL TRASH, CONSTRUCTION DEBRIS AND MATERIALS SHALL BE CONTAINED WITHIN THE CONSTRUCTION AREA UNTIL OFF-SITE
<br />65.
<br />SEI FORGE MAIN LINES SHALL BE INSTALLED WITH 36' MINIMUM COVER FROM FINISH 6RADE.
<br />DISPOSAL CAN BE ARRAN6E7.
<br />THE CIVIL ENOINEER, DIRECTOR AND DEVELOPER, OR THEIR A6ENTS, SHALL AT ALL TIMES, HAVE AGGE55 TO THE WORK
<br />DURING ITS CONSTRUCTION, AND SHALL BE FURNISHED WITH EVERY REASONABLE FACILITY FOR ASGERTAININV6 THAT
<br />32.
<br />7HE CONTRACTOR SHALL KEEP ADJOINING PUBLIC ST�7S AND PARKING AREAS FREE AND CLEAN OF PRO`ECT DIRT, MUD AND
<br />bb.
<br />� V� FORICE MAINS SHALL BE INSTALLED WITH THRUST BLOCKS IN ACCORDANCE WITH THE SAN JOAQUIN COUNTY STANDARDS,
<br />THE MATERIALS AND THE WORKMANSHIP ARE IN ACCORDANCE WITH THE FR5QUIREMENTS AND INTENTIONS OF THESE
<br />MATERIALS DURIN5 THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIVE MEASURES AS
<br />DRAWING NO. GW -W4.
<br />SPECIFICATIONS, SPECIAL PROVISIONS, AND PLANS. ALL WORK DONE AND ALL MATERIALS FURNISHED SHALL BE SUBJECT
<br />DIRECTED BY THE PUBLIC WORKS INSPECTOR AT NO EXPENSE TO THE COUNTY.
<br />EROSION CONTROL NOTES
<br />TO REVIEW. THE REVIEW OF THE WORK OR MATERIALS SHALL NOT RELIEVE THE CONTRACTOR AND DEVELOPER OF ANY
<br />OF THEIR OOL16ATIONS TO FULFILL THEIR CONTRACT AS PRESCRIBED.
<br />33.
<br />THE APPLICANT SHALL ALERT CONSTRUCTION PED'5c ONNE_ OF THE POSSIBILITY OF BURIED CULTURAL RESOURCES, HUMAN
<br />67.
<br />ALL WORK TO BE DOW SHALL BE DONE IN ACCORDANCE WITH THE COUNTY OF SAN JOAQUIN STANDARDS AND THE STATE OF
<br />B.
<br />FINAL TREVIEV: UPON COMPLETION OF ANY IMPROVEMENTS WHICH ARE CONSTRUCTED UNDER AND IN CONFORMANCE WITH
<br />REUAIN5 AND OTHER SUCH CULTURAL RESOURCES AND SHALL IMMEDIATELY COMPLY WITH ALL REQUIREYIENTS CONTAINED IN THE
<br />CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CON57WCTION SITE BEST MANA6EHENT PRACTICES (BAPS) MANUAL. THE
<br />THE STANDARD SPECIFICATION5, AND PRIOR TO REQUESTING FINAL INSPECTION, THE AREA SHALL BE THORROU6HLY
<br />EIR, INCLUDIN9 THE 5TOPPA6E OF ALL WORK, NOTIFICATION OF THE NATIVE AMERICAN HERITA6E COMMISSION AND THE SAN
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL SUBCONTRACTORS, AND SUPPLIERS ARE AWARE OF, AND IMPLEMENT
<br />CLEANED OF ALL RUBBISH, EXCE55 MATERIAL AND EQUIPMENT, AND ALL PORTIONS OF THE WORK SHALL BE LEFT IN A
<br />JOAQUIN COUNTY CORONER, AS APPLICABLE.
<br />ALL STORM WATER QUALITY I-EASURE5. FAILURE TO COMPLY NITHH THE APPROVED CONSTRUCTIONS BMPS WILL RESULT IN THE
<br />NEAT AND ORDERLY CONDITION, SATISFACTORY TO THE DIRECTOR AND THE DEVELOPER.
<br />34.
<br />WHEN WIDENIN5 THE PAVEMENT ON AN EXISTING ROAD, THE EXISTIN6 PAVEMENT SHALL BE SAWGUT TO A NEAT LINE AND
<br />ISSUANCE OF CORRECTION NOTICES, CITATIONS AND/OR A PROJECT STOP ORDER.
<br />WITHIN TEN ( 10) DAYS AFTER RECEIVIN6 THE REQUEST FOR FINAL INSPECTION, THE DIRECTOR SHALL INSPECT THE
<br />RL3NOVED BACK TO AN EXISTIN6 SOUND STRUCTURAL SECTION AS DETERMINED BY THE CITY INSPECTOR. AN EXPLORATORY
<br />6B.
<br />THIS EROSION CONTROL PLAN WAS PREPARED AS AN EXHIBIT TO THE STORM WATER POLLUTION PREVENTION PLAN (S.W.P.P.P.)
<br />TRENCH, OR POTHOLIN6, MAY BE REQUIRED TO DETERMINE THE LIMITS OF PAVEMENT REMOVAL. THE CONTRACTOR SHALL
<br />WORK. THE DEVELOPER, OR HIS AUTHORIZED REPRESENTATIVE, WILL BE NOTIFIED IN NRITIN6 AS TO ANY PARTICULAR
<br />OBTAIN AN ENCROACHMIETIT PERMIT FROM THE CITY OF MANTECA PRIOR TO 065INNIN6 ANY MORK ON WOODWARD AVENUE.
<br />FOR THE OAKH" LAKE SUBDIVISION, AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD. TW FACILITIES -SHOMI ON
<br />DEFECTS OR DEFICIENCIES TO BE REMEDIED. THE CONTRACTOR SHALL PROCEED TO CORRECT ANY SUCH DEFECTS OR
<br />THIS PLAN ARE DES16NEP TO CONTROL SEDIMENT DURING THE RAINY SEASON AFTER ROUGH 6RADIN6 HA5 BEEN COMPLETED.
<br />DEFICIENCIES AT THE EARLIEST P055IBLE DATE. AT SUCH TIME, AS THE WORK HAS BEEN COMPLETED, A SECOND
<br />35.
<br />STREET STRIPING SHALL INCLUDE STOP BARS, LE6&VS, CENTERLINE STRIPIN6 REFLECTIVE PAVBHENT MARKERS, SKS
<br />EROSION CONTROL MEASURES ARE TO BE OPERABLE PRIOR TO OCTOBER 15TH THROLU6H APRIL 15TH OF ANY YEAR THAT 6RADIN6
<br />INSPECTION SHALL BE MADE BY THE DIRECTOR TO DETERMINE IF THE PREVIOUSLY MENTIONED DEFECTS HAVE BEEN
<br />AND ALL OTHER HARRIERS REQUIRED BY THE PUBLIC WORKS. ALL STRIPING SHALL BE DONE WITH
<br />OPERATIONS HAVE LEFT AREAS UNPROTECTED FROM EROSION. NO 6RADIN5 WILL OfkAUR BETN�N OCTOBER 15TH AND APRIL 15TH,
<br />REPAIRED, ALTERED AND COMPLETED IN ACCORDANCE WITH THESE STANDARDS AND SPECIFICATIONS.
<br />AND REFLECTIVE ALL BE COD
<br />SHALL BE GAT -TRACKED PRIOR TO FINAL INSTALLATION. FINAL INSTALLATION WILL
<br />INSTALLATION MILL
<br />ALL 57VAL
<br />UN✓t.� AUTHORIZED BY THE DIRECTOR OF PUBLIC WORKS. DE576N OF THESE FACILITIES MUST BE APPROVED OR UPDATED EACH
<br />Y AF71E O
<br />BE ALLOWED ONLY Al TER APPROVAL OF THE STRIPING LAYOUT BY THE PUBLIC WORKS CONSTRUCTION INSPECTOR.
<br />YEAR PRIOR TO SEPTEMBER 30, AND SHALL BE SI6NED BY 7HE COUNTY ENGINEER. DAILY MAINTENANCE OF THESE FACILITIES
<br />WEEN THE WORK HAS BEEN COMPLETED IN ACCORDANCE W77N THE APPROVED PLANS AND SPECIFICATIONS, THE DIRECTOR
<br />SHALL BE MONITORED AND INSPECTED BY 71-fE PROJECT COORDINATOR.
<br />WILL RECOMMEND ACCEPTANCE OF THE WORK TO THE BOARD OF SUPERVISORS. THE DIRECTOR WILL NOTIFY, IN WRITING,
<br />36.
<br />FINAL PAVEMENT WORK SHALL NOT OCCUR WITHIN THE ROAD RI6HT-OF-WAY PRIOR TO THE COMPLETION OF UTILITY
<br />THE DEVELOPER, OR HIS AUTHORIZED REPRE5,ENTATIVE, A5 TO THE DATE OF APPROVAL AND FINAL ACCEPTANCE.RELGGATIONS
<br />W17NOIJT INE SPECIFIC APPROVAL OF THE DIRECTOR OF PUBLIC WORKS.
<br />6q.
<br />DURIN6 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 />q.
<br />GHAN6ES ON PLANS AND SPECIFICATIONS: ANY CVANSES TO THE APPROVED IMPROVEMENT PLANS AND SPECIFICATIONS
<br />37.
<br />THE THICKNESS OF SUBBASE, BASE, AND SURFACING SHALL BE AS APPROVED ON THE IMPROVe,1ENT PLANS. SED THE STREET
<br />MUST BE PREPARED AND CERTIFIED BY THE CIVIL ENGINEER, AND SHALL BE SUBMITTED TO THE DIRECTOR FOR APPROVAL
<br />SECTIONS CHART.
<br />70.
<br />CONSTRUCTION ENTRANCES CONSISTING OF A66REGATE ON 6EOTEXTIL.E FABRIC, AS PER 7HE DETAIL, SHALL BE PROVIDED AT EACH
<br />PRIOR TO IMPLEMENTATION.
<br />VEHICLE ACCESS POINT TO FX75TINk5 PAVED READS.
<br />10.
<br />SHALL KEEP FULLY INFORMED ALL FLATIO N6 AND FUTURE STATE AND FATAL LAWS AND ALL
<br />36.
<br />FOS SEAL AT ASPHALT CONCRETE. THE TYPE OF FOS SEAL USED SHALL BE PER SECTION 37 OF GAL7RANS, STANDARD
<br />SPECIFICATIONS LATEST EDITION AND AS APPROVED BY SAN JOAQUIN COUNTY PRIOR TO USE.
<br />71.
<br />ALL EROSION CONTROL MEASURES SHALT_ BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED. THIS PLAN MAY NOT COVER
<br />CTIEOU TY, MUNICIPAL AL DIF N
<br />COUNTY, MINIGIPAL AND SPECIAL DISTRICT ORDINANCES AND REGULATIONS M41GH IN ANY MAMCi2 AFFECT THOSE ENGAGED OR
<br />ALL THE SITUATIONS THAT ARISE DURING CONSTRUCTION DUE TO UNANTICIPATED FIELD CONDITIONS. REVISIONS HAY BE MADE TO
<br />EMPLOYED IN THE NOW, OR THE MATERIALS USED IN 771E WORK, OR W47CH IN ANY WAY AFFECT THE CONDUCT OF THE WORK,
<br />3q•
<br />THERE SHALL BE A 2% CROSS SLOPE ON THE CONSTRUCTION OF ALL NEV STREETS.
<br />THE PLAN IN THE FIELD SUBJECT TO THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS.
<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 A6EENT5 AND EMPLOYEES TO
<br />40.
<br />ALL TERMINATED STREETS WITHOUT A CUL -DE -SAG SHALL HAVE A BARRICADE INSTALLED IN ACCORDANCE WITH STANDARD
<br />72.
<br />BCW AREAS AND TEMPORARY STOCKPILES SHALL BE PROTECTED WI7N APPROPRIATE EROSION CONTROL_ MEASURES TO THE
<br />BORRONA REAS N K
<br />OBSERVE AND COMPLY WITH ALL SUCH EKISTIN6 AND FUTURE LAWS, ORDINANCES, RE6ULATIONS, ORDERS AND DECREES OF
<br />DETAIL R-24 OF THE STANDARD DETAILS.
<br />THE DIRECTOR PUBLIC WORKS.
<br />BODIES OR TRIBUNALS HAVING ANY JURISDICTION OR AUTHORITY OVER THE WORK; AND SHALL PROTECT AND INDEMNIFY SAN
<br />JOAQUIN COUNTY AND THE OWNER, AND ALL OFFICERS AND EMPLOYEES T49ZWF CON'ERK
<br />GTED WITH DHE WO, INGLUDIN6 THE
<br />41.
<br />ALL MANHOLE R1145, LAMPHOL 5, VALVES AND MONUMIENT BOXES, ETC. SHALL BE ADJUSTED TO FINISH 6RADE AFTER STREET
<br />T
<br />.
<br />73ALL
<br />GONSTRUGTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION WILL 8E MINIMIZED.
<br />BE
<br />HE
<br />EN67NEER, A6AINST ANY CLAIM OR LIABILITY ARISING FROM OR BASED ON TVIOLATION OF ANY SUCH LAW, ORDINANCE,
<br />PAVING BY THE UNP UNP CONTRACTOR AFTER THE FINAL PAVING COURSE IS PLACED, UNLESS 0774E MISE NOTED. COST
<br />STATE AND LOCAL LAWS GOkG POLLUTION SHALL BE COMPLIED WITH.
<br />REGULATION, ORDER, OR DECREE, W -ETHER BY HIMSELF OR HIS EMPLOYEES. IF ANY DISCREPANCY OR INCONSISTENCY I5
<br />FOR THIS WORK SHALL BE INCLUDED IN THE UNIT PRICES FOR MANHOLES.
<br />DISCOVERED IN THE PLANS, SPECIFICATIONS, OR CONTRACT FOR THE WORK IN RELATION TO ANY SUCH LAW, ORDINANCE,
<br />74.
<br />PRIOR TO THE GOM6JGBtENT OF ANY GLLARIMS, GRADING OR EXCAVATION, THE GONTRAGTOR/DEVHOPER SHALL PROVIDE EVIDENCE
<br />RE6ULATION, ORDER, OR DECIR(F THE CONTRACTOR SHALL FORTHWITH REPORT THE SANE TO THE ENGINEER IN NRITIN6.
<br />42.
<br />UTILITY BOXES SET IN PAVED STREETSTHAT
<br />SHALL HAVE H-20 LIDS.
<br />A NOTICE OF INTENT (NOI) HAS BEEN SUBMITTED TO 71-E CALIFORNIA STATE HATER RESOLES CONTROL BOARD. A COPY OF
<br />THE c�yPPP c�ALL BE KEPT AT THE CONSTRUCTION SITE AT ALL TIMES.
<br />It.
<br />THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ANY WORK PETRFOREV BY THE CONTRACTOR OR OWER BASED ON PLANS WHICH
<br />6R4WIN6 NOTES
<br />HAVE NOT BEST/ SI6N AND SEALED BY THE ENGINEER AND APPROVED BY THE CITY OR COUNTY HAVING JURISDICTION. ALL
<br />SILT FENCES
<br />INFORMATION SHORN ON PRELIMINARY D.RAWIN65 IS SUBLECT TO CORRECTION AND CHAN6E, AND THE CONTRACTOR OR OMEAR
<br />43.
<br />ALL 6RADINS SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS E4GINEER OR UNDER THEIR DIRECTION. THE SOILS
<br />SHALL PERFORM ANY AND ALL WORK AT THEIR OWN RISK.
<br />ENGINEER SHALL INSPECT AND TEST THE PLACEMENT OF FILLS. THE SOILS EN&INEER SHALL SUBMIT A SOILS REPORT AND
<br />75.
<br />IF FP056IBLE, STET PENCE FABRIC SMALL BE GUT FROM A CONTINUO ROLL TO AVOID THE USE OD JOINTS. MSI JOINTS ARE
<br />REQUIREMENTS AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF 6RADIN6 OPERATIONS 71f
<br />NECESSARY, FILTER FABRIC SHALL BE SPLICED AT A SUPPORT POST, WITH A MINIMUM OF 6' OVERLAP AND BOTH ENDS SECURELY
<br />12.
<br />ALL DISTANCES AND T5 ARE 61VEN AND WILL BE MADE IN A HORIZONTAL PLANE. 6RADE WILL BE 61VEN FROM THE
<br />SOILS BN67NEER SHALL STATE IN A REPORT TO THE COUNTY OF SAN JOAQUIN THAT INSPECTIONS AND TESTS I MADE BY HIM
<br />FASTENED TO THE POST.
<br />TOP OF NAILS OR STAKES, UNLESS NOTED 07HERWISE. THE CONTRACTOR SMALL PRE5ERVE ALL POINTS AND STAKES SET FOR
<br />OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION ALL FILLS ARE COMPACTED TO THE REQUIRED RELATIVE DENSITY AND ARE
<br />LIKES AND 6RADE5 OR FEASURB`ENT5 OF THE WOR:, IN THEIR PROPER LOCATION UNTIL AUTHORIZED TO M51 VE THEM BY THE
<br />ACCEPTABLE FOR THEIR INTENDED USE.
<br />76.
<br />SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOFE AREA HAS BEEN
<br />E4GINEER. ALL EXPENSES INCURRED IN REPLACING STAKES THAT HAVE BEEN REMOVED WITHOUT PROPER AUTHORITY SHALL BE
<br />PERMANENTLY STABILIZED.
<br />PAID FOR BY THE 6BJERAL_ CONTRACTOR.
<br />44.
<br />THE CONTRACTOR SHALL LIMIT TRAFFIC SPEEDS ON ANY UNPAVED SURFACES TO 15 MILES PER HOUR TO LONER THE AMOUNT OF
<br />DUST CREATED.
<br />77.
<br />FILTER FABRIC SHALL BE NO. 2125 AS MANUFACTURED BY AMOCO CONSTRUCTION FABRICS, OR APPROVED EQUAL.
<br />13.
<br />THESE PLANS HAVE BEEN PREPARED WITH THE INTENT THAT ASSOCIATED EN6INEERIN6 6ROUP, INC. WILL PERFORM THE
<br />CONSTRUCTION STAKIN6 FOR THE COMPLETE PRIOLECT. THE CONTRACTOR SHALL PROVIDE ASSOCIATED BN67NIERIN6 6ROl'UP, INC.
<br />45.
<br />THE CONTRACTOR SHALL SUSPEND EXCAVATION AND 6RADIN6 ACTIVITIES WHEN THE MINDS EXCEED 20 MILES PER HOUR.
<br />5�lN16
<br />WITH FORTY-E164T HOURS ADVANCE NOTICE OF STAKING NODS. ANY STAKING REQUESTED BY THE CONTRACTOR OR THEIR
<br />SUBCONTRACTORS THAT IS ABOVE AND BEYOND THE A61REDD UPON STAKIN6 )REQUEST SHALL BE SUBJECT TO AN EXTRA BACK
<br />46.
<br />DEVELOPER/CONTRACTOR'S WOR: SHALL BE IN ACCORDANCE WITH TIE S.NAPGD 6UIDELINE5, INCLUDING SJVAFGD RE6ULATION VIII
<br />78•
<br />` AND MULCH SHALL BE APPLIED BY SEPTEMBER 15TH TO ALL DIST&RNEV SLOPES STEEPER THAN 25 AND HI61 THAN 3 FST,
<br />CHAR6E TO THE CONTRACTOR / CLIENT. IF ANOTHER FIRM OR A60'40Y IS EMPLOYED TO USE THESE PLANS FOR THE PURPOSE
<br />AND IMPLEMENT CON77WL MEA5U1aE5 BASED ON 5JVAPCD'S COMPLIANCE ASSISTANT BULLETIN FOR SHORT TERM IMPACTS. S.NAPCD
<br />AND TO ALL CUT AND FILL SLOPES WITHIN OR ADJACENT TO PUBLIC R16HT-OF-WAYS, OR A5 DIRECTED BY THE DIRECTOR OF
<br />OF CONSTRUCTION STAKING, NOTICE IS IAHRESY 61VEN THAT ASSOCIATED EN6INEERIN6 6ROUP, INC. WILL NOT ASSUME ANY
<br />SHALL BE CONTACTED TO DISCUSS MITI&ATION MEASURES AND IMPLEMENT MEASURES FROM TABLE 6-4 OF THE GUIDE FOR
<br />PUBLIC WORK5.
<br />RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MI6HT OCCUR AND WHICH COULD HAVE BEEN AVOIDED,
<br />ASSESSING AND MITI6ATIN6 AIR QUALITY IMPACTS.
<br />CORRECTED OR MITI6ATED IF ASSOCIATED EN6INEERIN6 6ROUP, INC. HAD PERFORM THE STAKING WORK.
<br />79.
<br />� AND FERTILIZER WILL BE APPLIED HYDRAULICALLY OR BY HAND AT DHE RATES SPECIFIED BELON SLOPE STRAW
<br />BE APPLIED TIBLOWER OR BY HAND AND ANCHOREDHAND IN PLACE BY PUNCHING. (('', 1
<br />14.
<br />NI-lERE 77EE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN GENERAL TERNS, BUT NOT IN COMPLETE DETAIL,
<br />UTILITIESBY
<br />ITEM POUNDS PER ACRE R E+R � D
<br />..�
<br />IT 15 UNDERSTOOD THAT ONLY THE BBT 6EVERAL PRACTICE IS TO PREVAIL AND THAT ONLY MATERIALS AND MORCIMNSHIP OF
<br />47.
<br />ALL NOW SHALL BE DONE IN ACCORDANCE WITH THE COUNTY OF SAN • OAQUIN'S STANDARD SPECIFICATIONS, THE OAKWOOD LAKE
<br />ZORRO ANNUAL FESCUE 10 LBS'
<br />THE FINEST QUALITY ARE TO BE USED.
<br />WADER DISTRICT AND THE LATEST (DITION OF THE UNIFOR4 PLUMBING CODE.
<br />ROSE CLOVER 8 LBS.
<br />15.
<br />DHE CONTRACTOR SHALL COMPLY WITH THE REQUIR5/8475 OF THIS STATE OF CALIFORNIA W47A1 RESOURCES CONTROL BOARD
<br />4$.
<br />WITH REQUIREMENTS q,
<br />H6-20-0 FE f FI L I Z 1500 LBS.
<br />16-20-0 FERTILIZE=R 300 LES.
<br />THE CONTRACTOR SHALL COMPLY THE OF CHAPTER SECTION 6705, 6706, AND 6707 OF THE STATE LABOR
<br />(501RC5), ORDER! NO. g2-014-I2WQ, NP17ES 6E 57AL PERMIT NO. CAS000002. THE CONTRACTOR SHALL IMPLEMENT AND MONITOR
<br />CODE.
<br />(AMMONIUM PHOSPHATE) ----
<br />AT. `� �r '.. �ti �L$ ': 1 rei;i.) VPi
<br />f
<br />THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IN A CORDANC.E WITH THE _GhRGB REi6ULATIONS.
<br />,n ,^,'� �J�-�N,IfI
<br />TACKIFIER BO LBS. E
<br />Y
<br />4q.
<br />THE CONTRACTOR SHALL SUBMIT FOR APPROVAL A DETAILED PLAN SHOWIN6 THE 1DB76N OF 50-ORIN6, BRACING, SLOPIN6, OR
<br />A.i Irrfprma?:on U ir,^peC,;r + f 1 4 f y
<br />r,k
<br />16.
<br />THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS PERT-AININ6 TO HIS
<br />OTHER PROVISIONS TO BE MADE FOR WORKER PROTECTION FOR ALL AREAS TO BE EXCAVATED TO A DEPTH OF FIVE FEET OR MORE.
<br />80.
<br />IF PLANT 6ROWTH IS INADEQUATE FOR EROSION CONTROL, OV�3E D USIN6 HALF THE RATE OF THE ORI67NAL APPLICATION. IF
<br />OPERATIONS. HE SHALL PROVIDE ALL L16HTS, SI6N5, BARRIGADE5, FLA& MY OR OTHER DEVICES NECESSARY FOR PUBLIC
<br />IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS, THE PLANS SHALL BE PREPARED BY A RE6157EZED CIVIL OR
<br />THE 6ROWTH I5 OVER 60% DAMA6E7, !REPLANT USING THE ORI6INAL SPECIFICATION5. THIS SHOULD BE DONE 14 TO 21 DAYS
<br />SAFETY. THE CONTRACTOR'S ATTENTION I5 CALLED TO TIE REQUIRL3•ENT5 OF TITLE B OF THE CALIFORNIA ADMINISTRATIVE
<br />STRUCTURAL ENGINERR.
<br />AFTER THE INITIAL PLANTING.
<br />CODE, SUBCHAPTER 4, ARTICLE 6, 'EXCAVATIONS, TRENCHES, EARTHMNORK. "
<br />50.
<br />ALL TRENCHES SHALL BE IN ACCORDANCE W77H SAN JOAQUIN COUNTY STANDARD DETAILS. COMPACTION
<br />61 .
<br />ALTERNATIVE OWSION5 CONTROL TECHNIQUES MUST BE USED IN THE EVENT ADEQUATE VE6ETATION 15 NOT ESTABLISHER PRIOR TO
<br />17.
<br />INDEWIIY CLAUSE: CONTRACTOR A6RE'S TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING
<br />SHALL BE ACHIEVED BY hEGHHANIGAL h1EAN5. N10 FL00DINk5, PONDlN16, OR JETTING SHALL BE PERMITI� UNLESS
<br />AC MECHABACKFINICAL
<br />THE FIR5T ANTICIPATED 5I6NIFIGANT RAIN EVENT OF THE SEASON.
<br />THE COURSE OF CONSTRUCTION OF THIS PROJECT, I NCLUDI N6 SAFETY OF ALL PERSONS AND PROPERTY; THIS
<br />APPROVED BY THE OAKWOOD LAKE NATER DISTRICT EI61 NEER IN MRI TI N6. REFER TO THE P. V. G. SANITARY 5E3 ER
<br />REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITE=D TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR
<br />TRENCH SECTION ON SHIFT 3 FOR ADDITIONAL REQUIREMENTS FOR THE EMBEDMENT ZONE BACKFILL.
<br />�qc OUT AREA
<br />SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS, THE COUNTY OF SAN JOAQUIN, ITS ELECTED OFFICIALS, OFFICERS,
<br />EMPLOYEES, AND A6ENTS FROM ANY AND ALL CLAIMS, C95TS OF LITI6ATION, DAMA6E;55, AND ATTORNEY'S �, FOR PERSONAL
<br />51.
<br />ALL PLASTIC PIPE5 INSTALLED SHALL HAVE TRACE WIRE INSTALLED AS PER THE SAN JOAGUIN COUNTY STANDARDS.
<br />82.
<br />CONCRETE'
<br />TEMPORARY CONCRETE MASH OUT AREAS SHALL BE LOCATED A MINIMUM OF 50 FEET FROM STORM DRAIN INLETS, OPEN DRAINLAEE
<br />U AREASTEMPOH
<br />FROUSTOCTED
<br />OR PROPERTY DAMAGE OF WLATEVER NATURE hHIGH ARE CLAIMED TO HAVE OCCURRED DURING THE TERM OF THIS
<br />FACILITIES OR CONCRETE WASHOUT AREAS SHALL BE CT WITH A PIT OR BEPEN AREA AND
<br />PRO-INJURECT,
<br />PRO -PGT.
<br />STORM DRAIN
<br />BE MAINTAIN IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WA51fOJT
<br />OPERATIONS. WASH OUT AREAS SHALL BE CONSTRUCTED WITH A 10 FOOT MINIMUM WIDTH.
<br />10.
<br />APPROPRIATE DUST CONTROL_ SHALT_ BE PROVIDED FOR THE ALLEVIATION OR PREVENTION OF DUST NUISANCE AS REQUIRED BY
<br />52.
<br />R.G.P. STORM DRAIN LINE5 AS SHOW ON THE PLANS SMALL BE CLASS III OR HI61 REIINFi%RCED CONCRETE PIPE. USE RUBBER
<br />THE COUNTY OF SAW JOAQUIN, AT THE CON'TRACTOR'S EXPENSE. THE CONTRACTOR SHALL IMPLEMENT A DUST CONTROL PR06RAN
<br />6A5KETEV .DINTS C 1:0WING TO THE REGiU1RE'lE NT5 OF ASTM DESI6NATIONS G-76 AND G-443 AND CHAPTER 3 OF THE COUNTY STANDARD
<br />BEL.
<br />ONCE CONCRETE YEASTES ARE 1WASIHFD INTO TFE DES16NA7737 AREA AND ALLONEU TO HARDEN, DHE CONCRETE SHALL BE BROKEN UP,
<br />E HARDEN,HALL BE
<br />AL',
<br />AS PART OF THE MEASURES REQUIRED BY THE E.I.R. (CHAPTER 4.6) FOR AIR QUALITY CONTROL AND THE REQUIREMENTS OF
<br />SPECIFICATIONS. WHERE THE PLANS SHOW R.G.P. 5T004 DRAINS, 16 INCHES OR SMALLER IN DIAD, THE CONTRACTOR MAY USE
<br />REMOVED, AND DISPOSED PER BMP WM-5, 'SOLID WA571 MANA6ND
<br />AND IN IONS IN THE
<br />CONFORMANCE WITH THE N 77-E
<br />1ENT'METHOIJ�AINCODISPOSE
<br />PM IO AND DHE BEST AVAILABLE CONTROL (EACH) APPROVED BY THE BOARD. DINE PROGRAM SHALL INSURE THAT, AT
<br />POLYVINYL CHLORIDE PIPE CO FORMIN6 TO ASTM D-3034, SDR 35, WITH RUBBER SEALING RINGS MEFTIN6 ASTM D-3212
<br />REMOT STANDARD SPECIFICATIONS, SECTION 15-3.02, "REMOVAL OF HARDEN GONGiPRO ON A R LAR
<br />THE PUBLIC WORKS DIRECTOR'S DISCRETION, A WATER VB1CL.E FOR DUST CONTROL OPERATIONS 15 KEPT READILY AVAILABLE
<br />'JOINTS FOR DRAINS AND SB ER PIPES USING FLEXIBLE EASTM-IERIC SEALS' AS PER THE SAN JOAQUIN COUNTY STANDARDS.
<br />BASIS.
<br />AT ALL TIME5 DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE THE PUBLIC WORKS DIRECTOR AND BUIL.DIN6
<br />BACKFILL OF P.V.G. STORM DRAIN LIKES SHALL BE IN ACCORDANCE WITH DHE BACKFILL REiUIR 51ENTS OF THE P.V.G.
<br />OFFICIAL W17H THE NAME AND T13EPHONE NUMBER OF THE PSZ50N DIRECTLY RESPONSIBLE FOR DUST CONTROL AND OPERATION
<br />SANITARY SEWER LINES, AS PER THE DETAIL ON SHEET 4 OF THESE PLANS. UNLESS NOTED ALL STORM DRAIN MANHOLES
<br />84
<br />VARY WASHI OUT AREAS SHALL BE LIN WITH POLYETHYLENE PLASTIC LINING MATERIAL THAT IS A MINIMUM OF 60 MIL
<br />OF THE WATER VEHICLE.
<br />ARE TYPE ! (STANDARD DETAIL CNV -57) AND ALL CURB INLETS ARE TYPE i (STANDARD DETAIL 9-13). A SADDLE -TYPE
<br />THICKNESS, FRS FROM HOLE, DEARS OR OTHER DEFECTS THAT WOULD COMPROMISE DHE IMPLE2ME4BILITY OF 7}E MATERIAL.
<br />MANHOLE (STANDARD DETAIL D-18) SHALL SE USED FOR ALL PIPES 6R=ATER THAN 33" IN DIAMETER.
<br />B5.
<br />MEN TEMPORARY WASH OUT FACILITIES ARE NO LON5ER REQUIRED FOR THE WORK, THE HARDENED CONCRETE SHALL BE RBIOVED
<br />Iq.
<br />77-E EXISTING UTILITIES ARE PLOTTED P#4
<br />EN AVAILABLE RECORDS OR FIELD LOCATIONS B4 POSSIBLE. THE CONTRACTOR
<br />SHALL LOCATE AND PRESERVE ALL EXISTING FACILITIES INCLUDING &AS, WATER, IRRI6ATION, POKER, TELEPHONE, 5E 6R
<br />53.
<br />ALL ON-SITE STORM DRAIN INLETS MUST BE LABELED "NO DUMPING - DRAINS TO DELTA' USING AN APPROVED METHOD.
<br />AND DISPOSED OF AS NOTED ABOVE. MATERIALS USED TO CONSTRUCT 7E FORARY WASH CUT FACILITIES SHALL BECOME THE
<br />OR OTHERS WHICH MAY BE PRESENT IN THE AREA OF CONSTRUCTION. THE RESPECTIVE UTILITY COMPANIES SHALL BE
<br />PROPERTY OF THE CONTRACTOR AND _HALL BE REMOVED FROM 774E SITE AND BE DISPOSED OF IN ACCORDANCE WITH STATE
<br />NOTIFIED PRIOR TO BE67NNIN5 WORK.
<br />54.
<br />THE CONTRACTOR IS TO BE (RESPONSIBLE FOR ALL 7ESTIN6 OF STORM DRAIN FACILITIES.
<br />STANDARD SPEGIFIGAT10N5, SECTION 7-1. I3.
<br />41
<br />20.
<br />THE EXISTING UTILITIES SHALL NOT BE INTERRUPT® UNTIL THE UTILITY COMPANY HAS PROVIDED ALTERNATIVE SERVICE
<br />MTER
<br />NOTICE OF INTENT
<br />FACILITIES. THE CONTRACTOR SHALL COOPERATE AND COORDINATE HI5 WORK WITH TINE APPROPRIATE A6ENGIB AND UTILITY
<br />COMPANIES.
<br />86.
<br />THE STATE HATER RESOURCES CONTROL BOARD HAS RECEIVED AND PROCESSED THE NOTICE OF INTENT TO COMPLY WITH THE TENS
<br />55.
<br />NEATER LIIE5 -SHALL BE A MINIMUM OF IO FEET FROM 5B 6R MAINS. CROSSIN55 SHALL MEET STATE HEALTH STANDARDS. 55VER
<br />OF 774E 6E®?AL PERMIT TO DISGHAR6E STORM WATER ASSOCIATED CONSTRUCTION ACTIVITY. TIE MID IDENTIFICATION NUMBER
<br />LINE NEEDS TO BE BELOW WATER LINE.
<br />IS 553gG330837, FOR ANY COMMUNICATIONS RE6ARDIN6 THIS PERMIT.
<br />r
<br />m
<br />w
<br />H
<br />a
<br />z
<br />O
<br />RYAN CARREL, R.C.E. 61619
<br />DAVE SKIDMORE, L.S. 7126
<br />No.61619
<br />Exp. &-30-07
<br />DRAWN BY: J. 5. H.
<br />DATE: /UID• 14, 2"
<br />SCALE: 1 "=500'
<br />DWG: 2966-CVR
<br />CHECKED: KH
<br />ToB # 296H-04
<br />SHEET
<br />OF
<br />V
<br />�
<br />M
<br />WZ
<br />C
<br />C
<br />vii r
<br />,...
<br />(0
<br />a
<br />w m :n
<br />> m ,-.
<br />o
<br />Z
<br />D Nx
<br />0LL 0
<br />:..n
<br />LL
<br />Vw0
<br />= cD
<br />=
<br />O
<br />W
<br />01
<br />U o?
<br />FO"'E
<br />Cko
<br />Ln�
<br />V
<br />N 0 �^
<br />I-�o
<br />V)
<br />Z
<br />Z
<br />N
<br />r
<br />W
<br />Lf)
<br />a
<br />RYAN CARREL, R.C.E. 61619
<br />DAVE SKIDMORE, L.S. 7126
<br />No.61619
<br />Exp. &-30-07
<br />DRAWN BY: J. 5. H.
<br />DATE: /UID• 14, 2"
<br />SCALE: 1 "=500'
<br />DWG: 2966-CVR
<br />CHECKED: KH
<br />ToB # 296H-04
<br />SHEET
<br />OF
<br />
|