|
* d
<br /> Qom' SPS ydo
<br /> 7HE CONITACTR CAREFULLY
<br /> SHALL READ ALL OF THE N07ES AND SPECIFICATIONS, THE 8 THE CONTACTOR SHALL, AT 7HE TIME OF BIDDIVG AND, THROUGHOUT THE PERIOD OF PRIOR TO ACCEPTANCE OF THE PROJECT, 7HE CONTRACTOR SHALL DELIVER TO 7H 2) PRIOR 70 COMMENCING ANY WORK, R SHILL BE THE CONTRAC70R'S RESPONSIBILITY Tt7 S7REETSECTION
<br /> £ U
<br /> CON7RACTOR SHALL BE SA77SRED AS 70 774E TRUE MEANING AND INTENTION AND SHALL BE E CONTRACT, LTE LICENSED /N THE STATE OF CALIFORNIA UNDER THE PROVISIONS OF ENGINEER, ONE SET OF NEATLY MARKED AS-BUILT RECORD DRAWINGS SHOWING THE
<br /> HAVE EACH UTILITY COMPANY LOCATE, IN THE FIELD, 7HE7R ANN AND SERVICE ONES E a a z W
<br /> RESPONSIBLE FOR COMPLYING WITH EACH CHAPTER 9, DIVISION 3 OF 7HE BUSINESS AND PROFESSIONS CODE AND SHALL BE BONDABLE INFORM WN REQUIRED ABOVE: AS-BUILT RECORD DRAWINGS SHALL BE REVIEWED AND CONTRAC7OR SHALL NOTIFY MEMBERS OF THE UNDERGROUND SERVICE ALERT (USA) 48 HOURS 1) SUBGRADE PREPARATION. SUBGRADE SHALL BE COMPACTED TO A 95,4 RELA77VE
<br /> OAN RK
<br /> GL711ERAL NOTES.' FCONTEMPLATED EQ L 70 THE RPL GREATER AND THAN THE SPECIFICATIONSAMOUNT BID A D 70 DO THE TYPE OF THE CaUPILETE SHALL SKILLED AND OE�7�N5 AS-REDBUILT
<br /> A�ECONDl1► E RAWING STSD U E CURRENT PROGRESS PAL CHANGES IN ADVANCE OF PERFORMING ANY DM AVAWN WORK BY CALLING 7HE 7OLL-FREE NUMBER (800) COMPACTION TO A MIN/MUM DEPTH OF 6" AND SHALL CONFORM TO THE PROVISIONS OF o�y31s * Sip
<br /> AND REGULARLY ENGAGED !N 7HE GENERAL CLASS AND TYPE OF WORK CALLED FOR !N THE APPROVAL AND/OR FINAL ACCEPTANCE. ENT 227-2600. INE RCONTRACTORENGINEER
<br /> SHVl RECORD THE USA ORDER NUMBER AND FURNISH ORDER SECTION 19 OF THE CAL7RANS STANDARD SP£CIFICA710NSg 3 a
<br /> .
<br /> NUMBER TO OWNER AND ENG/NEER PRIW TO ANY IX44VA710N. IT WILL BE THE CONTRACTORS
<br /> F ALL IG- CITY
<br /> SHALL BE STANDARD
<br /> SED IN STRICT ACCORDANCE OP17H THE PLANS AND SPfC/f7G17XNVS SOLE RESPONSIBILITY TO DIRECTLY CONTACT ANY OTHER U77LITY COMPANIES THAT ARE NOT 2) AGGREGATE SUB-BASE. AGGREG47E SUB-&ISE SHALL BE CLASS 4 AND SHALL
<br /> HOLLOWING Cl1Y OF SICOCKTON STANL74RD SPEC/F7CA7K1NS AND PLANS ADOPTED 25) DRIVEWiAYS ON STREETS ARE TO BE LOCATED !N THE FIELD BY THE ENGINEER AT THE MEMBERS OF UNDERGROUND SERVICE ALERT. IT SHALL BE THE C0NM4C7OR'S SOLE CONFORM 70 THE PROVISIONS OF SECTION 25 OF 7HE C,ALIRANS STANDARD
<br /> SEPTEMBER 25, 2003, AND ALL AMENDMENTS 7HERETO TO OA7E SAA/ J04OU/N COUNTY 9) CONTRACTOR SHALL INSPECT THE SITE OF THE WORK PRIOR 70 BIDDING TO S471SFY 77Mf OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE EiYVINEER, IN WRITING, FORTY- RESPONSIBILITY TO PROTECT ALL EX/STTNG UTILITIES SO THAT NO DAMAGE RESULTS 7O THEM SPECIFKA770AIS. CLASS 4 AGGREGATE SUB-&ISE AA7ER14L SHALL BE CLEAN AND FREE
<br /> TROSPIMPROVEMEM STANDARDS ADOPTED MAY 1997, AND CAL/FDRNIA DEPARTMENT OF 7HEMSELVES BY PERSONAL DAMNATION OR BY SUCH OTHER MEANS AS THEY A41Y PREFER, EIGHT (48) HOURS IN ADVANCE OF E NEED FOR DRIVEWAY LOCATIONS. DRIVEWAYS SHALL DURING THE PERFORMANCE OF THIS CONR4CT. ANY REPAIRS NECESSARY 70 DAMAGED UTIU77ES FROM VEGETABLE MATTER AND OTHER DELETERIOUS SUBSTANCES THE PERCENTAGES J
<br /> 7RANSPORTA770N STANDARD SPECIFICATIONS (C4L7TANS) LATEST OMON, WHERE OF 7HE LOC,AWN OF THE PROPOSED WORK AND OF E ACTUAL CONDMONS OF AND AT NOT COINCIDE WIN WHEELCFWR RUHPS. SHALL BE PAID FOR BYE CONTRACTOR. THE CWMCTOR SHALL BE REQUIRED 70 COOPERATE' COMPOSNON BY WEIGHT OF CLASS 4 AGGREGATE BACKFILL MATERIAL SHALL CONFORM 70 J _W
<br /> APPLICABLE. ALL WORK SHALL BE UNDER THE INSPECTION OF 7HE CITY OF STOCKTON. THE S/IF OF WORK WITH 07HER CON7RAC70RS AND U17UTY C0MPAN/ES INSTALLING NEW S7RUC7URfS, UTILITIES AND THE FOLLOWING GRADING WHEN DETERMINED BY TEST METHOD NO. C.AUFORN/A 202.
<br /> 2) PRIOR TO ANY WORK BEING PERFORMED, 7HE CONTACTOR SHALL CONTACT THE 26) WORK IN EASEMENT AND/OR MGHIS-OF-WAY /S SUBJECT 70 7H£APPROVAL AND SFRME TO THE PROJECT. A
<br /> APPROPRIATE REGULAATRY AGENCY FOR A PRE-CONSTRUCTION CONFERENCE. IF, DURING THE COURSE OF THEIR WMINATION, A BIDDER FINDS FACTS OR CONDITIONS ACCEPTANCE OF THE REGULATORY AGENCY RESPONSIBLE FOR OPERATION AND OR s/EVE S/zes PERCENTAGE PASSING (A \�
<br /> CONR4CTOR SHALL ALSO NOTIFY THE BELOW LISTED PROJECT CONTAC7S (72) HOURS IN WHICH APPEAR 7O THEM 70 BE IN CONFLICT W/7N THE LETTER OR SPIRIT Of 7HE PROTECT MNNIEN4NCE OF SAID EASEMENT AND OR RIGHTS-OF-WAY. / 3) 7HE CONTACTOR SHALL PROVIDE ALL SHORING, BRACING, SLOPING OR 07HER V/
<br /> ADVANCE OF SAID MEETING.- PLANS AND SPED THEM 7 THEY SHALL CONTACT E ENGINEER FOR ATO F HIL / PROVISIONS NECESSARY TO PROTECT WORKMEN FOR ALL AREAS TO BE EXCAVATED 70 A 2 1/2 100%
<br /> INFORAAWN AND EXPLAHATON BEFORE SUBMITTING THEIR BID. 27) BENCHMARKS. IXOAAWNS PERMIT FROM THE ST OF CAUFiORNDEP7H OF 5' OR MORE. OF 5 FEET14DEPARTMENT OMORE IN F/IN/DU57R(AL REQUSAFETY.E ANN0 200 2-35 x Wuj x
<br /> SUBMISSION OF A B/D BY THE CON7R4CT0R SHALL CONSMUIE ACKNOWLEDGMENT 71AT, lF FOR TRENCHES 5 FEET OR MORE IN DEPTH, THE CONTRACTOR SHALL COMPLY WITH SECTION CUSS 4 AGGREGATE SUB-114Sf M17FRUL SH4LU ALSO CONFORM TO THE QUNJ7Y � LL
<br /> A REGULA70RY AGENCY. CITY OF S70CKTON BENCHMARK.' N0. 277 5-1.02A OF THE C4LIR4NS STANDARDS, SECWN 6705 OF THE STATE OF CALIFORNIA LABOR W
<br /> 425 N. EL DORADO STREET AWARDED THE CONTRACT, THEY HAVE RELIED AND ARE RELYING ON THEIR OWN EXAM/WANTON REQUIREMENTS SHOWN IN THE FOLLOWING TABLE.•
<br /> ELEVATION CITY F STOCKTON,
<br /> CODE AND ANY LOCAL CODES OR ORM4NCES 2
<br /> STOCKTON, � 85205 OF (1) THE SIZE OF 1H£ WORK, (2) ACCESS 70 THE SITE AND (3) ALL OWER OATA AND OATUM: CRY OF STOCKTON, CALIFORNIA � Z W
<br /> MATTERS REQUISITE TO 7HE FULFILLMENT OF 7HE WORK AND ON THEIR OWN KNOWLEDGE OF DESCRIPTION BRA
<br /> SS DISK MARKING CITY OF STOCKiDN TRAVERSE CONTROL MONUMENT TEST METHOD Na CALF,
<br /> (209) 937-8277 (FAX) FEQlJ/BDIEa!!S O
<br /> (209) 937-8381 DUSTING FACILITIES ON AND /N THE VICINITY OF 7HE SITSTAMPED 9N-3 ON MONUMENT BOX AT INIERSEC110N OF 8-MILE ROAD
<br /> E OF THE WORK 70 BE 4) WE CALL YOUR ATIENI)ON 117 ME 8 CALIFORNIA ADAINlSTRATON CODE SECTION 1540
<br /> CON57RUCIID UNDER THIS CONTACT. (A) (1) OF CONSTRUCTION SAFETY ORDERS ISSUED BY THE OCCUPA7TONAL SAFETY AND SAND EQUIVALENT
<br /> PUBLIC WORKS)J 217 20 MIN fi
<br /> KEN MOECKEL AND ON-OFF RAMPS ON WEST SIDE OF l-5. am O HEALTH STANDARDS BOARD PURSUANT >n THE OAUFORNIA OCCUPATIONS SAFETY AND HEALTH RESISTANCE (R-VALUE) 301 55 MIN
<br /> E INFMA70V PROVIDED BY THE OWNER OR THE ENGINEER S NOT INTENDED 70 BE A ACT OF 1973 AS AMENDED WHICH STATES:
<br /> 28) C0NI9AC7OR TO COLIRDIN47E CONSTRUC770N WITH WERSTA7E 5 8/ MILE ROAD 13
<br /> COUNTY OF SAN ✓OAWIN SUBS7UU7E FOR, OR A SUPPLEMENT 70 7HE INDEPENDENT VERIFICA77ON BY THE (1) PRIOR >n OPEN/NG AN IXCAAIKXV EFFORT SHALL BE A(ADE TO DETERMINE WHETHER 3) AGGREGATE BASE. AGGREGATE BASE SHALL BE CLASS 2 W17H A MAXIMUM AGGREGATE W W
<br /> 1810 E. H42ELTON AVE. CONTRACTOR 70 7HE EXTENT SUCH INDEPENDENT INVMM71ON OF SIZE CONDITIONS IS INTERCHANGE PROJECT. UNDERGROUND INSTALLA77ONS LE. SEWER, WATER, FUEL, ELECTRIC LINES, ETC., WILL BE SIZE OF 3/4" AND SHILL CONFORM TO THE PROVISIONS OF SECTION 26 OF THE C4LTRANS
<br /> STOCKTON, C4 95201 DEEMED NECESSARY OR DESIRABLE BY THE CONTRACTOR. CONTRACTOR SHALL ENCOUNTERED AND I SO, WHERE SUCH UNDERGROUND INSTALIA77ONS ARE LOCATED. WHEN
<br /> (209) 468-8568 ACKNOWLEDGE THAT THEY HAVE NOT RELIED SOLELY UPON OWNER OR ENGINEER THE IXOAVATON APPR44CHES THE APPROXIMATE LOCATION OF SUCH AN /NSTALUTISTANDARD SPECIFICATIONS ON, THE 0 < �
<br /> (209) 468-2999 (FAX) FURNISHED INFORMATION REGARDING SITE CONDITIONS IN PREPARING AND SUBM7T77NG EXACT LOCATION SHALL BE DETERMINED BY CAREFUL PROBING OR HAND DIGGING; AND, 4.) ASPHALT CONCRETE. SEE STANDARD SPECIRCAWN STANDARD 39-9.02 9
<br /> ADAM BRUCKER (PUBLIC WORKS) THEIR BID. tYEAR/MQ AND QR4D/MG NOTES WHEN /T /S UNCOVERED, ADEQUATE- PROTECTION SHALL BE PROVIDED FOR IHE IX/SUNG o 5
<br /> INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND FACIU77ES IN THE AREA CONCERNED s
<br /> B. OWNER A.G. SPANOS 10) DRAWING NUMBERS SHOWN ON E PLANS REFER TO DRAWINGS CONTAINED IN THE SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR 70 THE START OF
<br /> 1.G. W. ROlT/NH00D DRIVE CLEARING AND GRADING WORK CANNOT COMMENCE UNLESS PROJECT HAS A STORM ACTUAL EXOAVATON NP S NOTL�S. ��❑
<br /> 1341 W. BI HOOD CITY OF SWK70N STANDARD SPECIRC47IONS , SHOWN THUS (HCFC DWG N0. 56)• WATER POLLU77ON PREVEN7701V PUN THAT MEETS STATE REGULATORY REQUIREMENTS
<br /> (209) 478-2200 11) ALL STA770NS REFER TO DISTANCES ALONG STREET CE7W1E7RUNE, UNLESS OTHERWISE A COPY OF 7H/S PLAN MUST BE KEPT ONSITE AT ALL 77MES 5) USE RUBBER GASKET JOINTS ON ALL PRECAST PIPES THE COST FOR RUBBER ANY AND ALL SEDIMENT AND/OR EROS/ON CONTROL DETAILS CONTAINED WITHIN THESE o
<br /> (209) 955-2562 (FAX) GASKET JOINTS SHILL BE INCLUDED /N THE UNIT PRICES OF PIPE PLANS ARE TO BE CONSIDERED AS "REFERENCE DETAILS" ONLY AND THE CITY'S APPROVAL '
<br /> HJ07E0. ALL STATIONS OFF CETWTERUNF ARE PERPENDICULAR 70 OR RADIALLY OPPOSITE
<br /> MIS SPANOS CENIEWNF STATIONS. 1) CONIRAC70R SHALL PERFORM EARTHWORK /N ACCORDANCE W/IN REGULATORY OF THESE PLANS AND "REFERENCE DETAILS" DOES NOT RELIEVE THE OWNER/DEVELOPER g \
<br /> AGENCY STANDARD SPE00C477ONS AND CALMOS STANDARD SPECIFICATIONS SECTION 6) R SHALL BEE CONR4C7OR'S RESPONSIBILITY TO INSTALL PIPE OF ADEQUATE FROM COMPLIANCE WITH THE STORM WATER POLLUTION PREVENTION PIAN (SWPPP) AS
<br /> C ENGINEER. 1016 12 H STREET
<br /> ENGINEERS 12) THE CONTRACTOR SHL4LL PROVIDE A 7R*F7C CONTROL PLAN FOR CITY & 16 (LATEST EDITION). C/ASSIFE4TTON WITH SUFFlC/ENT BEDDING 70 MEET ALL REQUIR£A/EN75 AND APPROVED BY THE CIMS STORMWA7ER DIVISION. IN ADDITION TO ALL OF 7HE 07HER
<br /> 1016 12TH STREET COUNTY APPROVAL PRIOR 70 COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR RECOMMENDATIONS OF CITY OF STOCKTON AND CALIRANS FOR D-LOAD RfQUIREMEM,
<br /> MODESTO, CA 95354 SHALL PROVIDE ALL LIGHTS, 8ARR/CADES, SIGNS, FLAGMEN OR OTHER DEVICES 2) THE PERFORMED
<br /> TOPOGRAPHY 7HOHY SHOWN ON THESE PLANS /S BASED ON TOPOGRAPHIC REQUIRED PERMITS THE CONTRACTOR SHALL HAW A GRADING AND EROSION CONTROL
<br /> SURVEY PERFORMED BY 1NOMPSON-HYSEZL ENGINEERS INC OA7ID DEC 1997. NECESSARY. PERMIT COMPLETE WH AN APPROVED SWPPP A
<br /> (209) 521-8986 NECESSARY FOR PUBLIC SAFETY.
<br /> (209) 521-9045 (FAX) 3) RHE CONTRACTOR SHALL REMOVE ALL VEGETATION AND DELETERIOUS U47ER14LS FROM 7) ACTUAL CONNECTIONS TO EXISTING W47ER LINES WILL NOT BE PERMITTED PRIOR 70 APPROPRIATE DUST CONTROL SHALL BE PROVIDED AT THE CONTRACTOR'S EXPENSE AND • ,�.
<br /> MIKE PERSAK 13) THE CONTRAC70R SHALL BE RESPONSIBLE TO PROVIDE ALL WATER, POWER SANITARY THE S17E UNLESS NOTED OTHERWISE; ALL IX/S77AG WELLS AND SEPTIC TANKS SHALL BE THE COMPLEWN OF STERIL0417ON AND 7ES77NO OF NEW WATER AA/NS. ALL EXISTING SHALL BE IN ACCORDANCE 1071H SEC77ON 10 OF CALTRANS STANDARD SPECIFICA77ONS
<br /> FACIU77ES AND TELEPHONE SERVICES AS REQUIRED FOR THE CONTRACTORS USE DURING REMOVED AND/OR A84NDONED PER THE REQUIREMENTS OF ALL LOCAL, STATE AND WATER VALVES 70 BE OPERATED UNDER THE DIRECTION OF THE WATER DAIS/ON Of 7HE AND THE REQUIREMENTS OF THE CITY OF S70CKTON AND THE APPROVED SWPPP. �
<br /> A GEOTECHNICAL- KLEIWFELDER INC. CONSTRUCTION. FEDERAL REGULATIONS. 7HE COST TO PERFORM THIS WORK SHALL BE INCLUDED IN THE REGULATORY AGENCY PERSONNEL ONLY. •
<br /> 2825 EAST MYRTLE STREET 14) THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANCES AIDE LUMP SUM CLEARING COST 7HE CONTRACTOR SHALL FURNISH, INSTALL, OPER47F AND MAINTAIN ALL AACHINERYSTOC ,
<br /> (209) 48 G4 85205 WITHOUT PRIOR WRITTEN AUTMR04TION FROM THE OWNER, ENGINEER AND OR CITY 8) WATER LINES SHALL BE A MINIMUM OF 10' HORIZONTALLY FROM SEWER AND STORM APPLIANCES AND EQUIPMENT 70 A"NTAN ALL EXCAVATIONS FREE fROM WATER DURING .• �.
<br /> (209) 948-1345 ENGINEER / MAINS CROSSINGS SHALL MEET STATE HEALTH STANDARDS AND PER CITY OF S7OCK70N STD. CONSTRUCTION, AND SHALL DEWATER AND DISPOSE OF THE WATER SO AS TO NOT CAUSE
<br /> RON EINZEW 21 (FAX) 4) THE CONTJAC70R SHALL 84liWC£ THE SITE. ANY CHANCES T PROPOSED AND
<br /> ENGINEER
<br /> /N , INJURY TO PUBLIC OR PRIVATE PROPERTY OR TO CAUSE A NUISANCE OR MENACE TO THE
<br /> N H£lNZ£N 15) 7HE CONTRACTOR SHALL EXERCISE DUE CAUTION AND SHALL CAREFULLY PRESERVE �� 70 A BALANCED SITE MUST BE COORDINATED WITH THE OWNER AND ENGINEER DWG NOS 47-49. PUBLIC. THE DEWATERING SYSTEM/ SHALL BE INSTALLED AND OPERATED SO THE
<br /> BENCH MARKS, CONTROL POINTS, REFERENCE POINTS AND ALL SURVEY STAKES, AND SHALL AND APPROVED BY THE C(7Y OF STOCKTON. THERE SHALL BE NO EXTRA COST DUE THE GROUNDWATER LEVEL OUTSIDE E IXC4VATON IS NOT REDUCED 70 1H£ EXTENT WHICH
<br /> E ELECTRIC.• P.0 & E. BEAR ALL EXPENSES FOR REPLACEMENT AND/OR ERRORS CAUSED BY THEIR UNNECESE
<br /> SARY CRM TO ACHIEVE A BALANCED PROJECT 9) THE CONTRACTOR SHILL NOTIFY 7HOMPSON-HYSELL ENGINEERS /N WRITING AT LEAST 48
<br /> 4040 WEST LANE LOSS OR DISTURBANCE HOURS PRIOR 70 BACKFILLING OF ANY PIPE WHICH STUBS 70 A FUTURE PHASE OF WOULD CAUSE A4M4GE OR ENDANGER ADACENT STRUCTURES OR PROPERTY. ALL COSTS
<br /> CONS7RUCWN FOR INVERT VER/F7riAWN TOLERANCE SHALL BE IN ACCORD4NCE WITH THE FOR DEWAIER/NG SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ALL PIPE CONSTRUCTION.
<br /> STOCKTON OA 95204 5) SUBSOIL INVESTIGATIONS HAVE BEEN CONDUCTED AT THE SNE OF THE WORK. COPIES REGULATORY AGENCY STANDARD SPECIFICA71ONS THE STATIC WATER LEVEL SHALL BE DRAWN DOWN A MIN/MUM OF 1 FOOT BELOW THE TO
<br /> (209) 942-1489 16) THE CONTRACTOR AGREES THAT.• OF 7HE SOILS REPORT AAY BE OBTAINED AT THE OFFICE OF J.H. KLE7NFELD£R AND BOT70M OF EXCAVATION TO MAINTAIN THE UNDISTURBED STATE OF NATURAL SOILS AND ��II
<br /> (209) 942-0621 (FAX) A THEY SHALL BE RESPONSIBLE TO CLEAN THE JOB S17E AT THE END OF EACH ASSOCIATES, 2825 EAST MYRTLE STREET, STOCKTON, C4 95205-4794, (209) 948-1345. 10) ALL UNDERGROUND UTILITIES SHALL BE /N PUCE PRIOR TO INSTALLATION OF ALLOW THE PLACEMENT OF ANY FILL TO SPECIFIED DENSITY. DISPOSAL OF WATER SHALL
<br /> BILL BRIGHTON PHASE OF WORK. CURL, GUTTER, SIDEWALK AND STREET PAVING. BE IN ACCORDANCE W17H THE APPROVED SWPPP AND SHALL NOT DAMAGE PROPERTY,
<br /> SOIL INVES7TGAAONS WERE CONDUCTED FOR DESIGN PURPOSES ONLY, AND THE D4TA CREATE A PUBLIC NUISANCE OR VIOLATE 7HE LAW. THE CONTRACTOR SHALL HAVE
<br /> F. G4S P.G. & E. B. 7HEY SHALL BE RESPONSELE 70 REMOVE AND DISPOSE OF ALL TRASH, SCRAP SHOWN IN THE REPORTS ARE FOR SUBSURFACE CONOMONS FOUND AT THE TME OF 7HE 11) SEWER SERVICES AND WATER SERVICES IN NEW SUBDIVISIONS SHALL BE MARKED. E WORKMEN AVAILABLE FOR ITS WRA77ON 7HE DEWATERING SYSTEM SHALL OPERATE Z
<br /> 4040 WEST LANE AND UNUSED U47ER14L AT TIWOR OWN EXPENSE /N A 77M£LY MONS R. NVESTG4T10N. THE OWNER AND ENGINEER DISCLAIM RESPONSIBILITY FOR THE UNDERGROUND CONTRAC70R SHALL LEAVE ADEQUATE MARKS /N THE FIELD FOR 7HE CONCRETE CONTINUOUSLY UNTIL BACK-FILL HAS BEEN COMPLETED TO 1 FOOT ABOVE THE NORMAL O
<br /> STOCKTON, C. 95204 INIERPRETA77ON BY THE CONR4CTOR OF DATA SUCH AS PROJECTION OR DaRAPOUTON, COMM4C70R 70 ACCURATELY STAMP 7HE LETTERS "S" AND 'W" FOR ALL SERVICES STA77C GROUNDWATER LEVEL
<br /> (209) 94 -1461 C. THEY SHALL BE RESPONSIBLE TO MAINTAIN THE SITE IN A NEAT, SAFE AND FROM TUE TEST HOLES 70 OTHER LOCA77ONS ON THE SITE OF THE WORK, SOIL BEARING
<br /> (209) 942-1768 (FAX) ORDERLY MANNER AT ALL TARES. VALUES AND PROFILES, SOIL STAB/LRY AND THE PRESENCE LEVEL AND EXTENT OF
<br /> SH4RENE C4RAHAN UNDERGROUND WATER FOR SUBSURFACE COND/TONS DURING CONS7RUCWN OPERATIONS 12) 7H£ CONTRACTOR SHALL INSTALL THRUST BLOCKS PER CITY OF S70CKWN STANDARD THE DISCHARGE OF CHLORINATED AND DE-CHLORINATED WATER IN70 THE STORM
<br /> DWG NO 100. DRAIN SY37EM /S PROHIBITED. THE DISCHARGE OF CHLORINATED AND DE-CHLORINATE(!
<br /> D. 7NEY SHALL O RESPONSIBLE TO KEEP DELALS, EQUIPMENTB. FAILURE
<br /> AND TRASH OUT WATER INTO THE SAN?ARY SEWER REQUIRES PRIOR APPROVAL FROM M.U.D., CONTACT � A—% O
<br /> G. TELEPHONE. SBC OF E WAY OF OTHER CONTRAC70RS SO AS NOT 70 DELAY E JOB. FAILURE 70 DO SO TONY 12OVAR AT (209) 937-8779.
<br /> 2300 E EIGHT RILE ROAD WILL RESULT IN A DEDUCWN FOR THE COST OF CLEAN UP FROM THE FINAL PAYMENT. 13) TRENCHES SHALL BE COMPACTED /N ACCORD4NCE W17H SAN JOAQUIN COUNTY
<br /> STOCKTON, CA 95212TANDl4RO DRAWING R-29. DEVELOPERS AND/OR SUCCESSORS /N INTEREST SHALL COMPLY
<br /> DEWATER/MQ NOTES' IMPROVEMENT STHE PROPERTY OWNERS O O
<br /> (209) 474-4052 f. THEY SHALL BE RESPONSIBLE FOR IHETR OWN SAFETY, 77AFF7C CONTROL, WITH THE PROVISIONS OF THE CALIFORNIA GENERAL CONSTRUCTION ACTIVITY STORM WATER
<br /> (209) 473-3025 (FAX) PERMITS; RETESTING AND REINSPEC77ONS AT THEIR OWN EXPENSE. 1) E COWMC70R SHALL FURNISH, INSTALL, OPERAIE AND MAINTAIN ALL AIACH/NERY, PERMIT AND STATE WATER RESOURCES CONTROL BOARD ORDER NUMBER 99-06-DWQ.
<br /> B SCHEPPA4WN APPLIANCES, AND EQUIPMENT 70 MWIXIN ALL EXCAVATIONS FREE FROM WATER DURING COMPL4WCE IS MANDATORY PER THE CITY OF STOCKTON'S GRADING AND EROSION CONTROL
<br /> F. UNLESS OTHERWISE NOTED ALL EXCESS SOILS AND MATE SHALL BECOME THE CONSIRUC7/ON. E CONTRACTOR SHALL DISPOSE OF THE WATER SO AS NOT 70 CAUSE ORDINANCE, CHARTER 13, PART V, SECTIONS 13-500 THROUGH 13-513 Of THE STOCKTON J
<br /> H. CABLE TELEVISION: COMC4ST PROPERTY OF 7HE CONTRACTOR AND SHALL BE LAWFULLY DISPOSED OF OFF SITE AT THE DAMAGE 70 PUBLIC OR PRIVATE PROPERTY, OR 70 CAUSE A NUISANCE OR MENACE 70 THE SURFACEIMPROVEMENTS MUNICIPAL CODE.
<br /> 6505 TAM O'SHANTER DRIVE CONTRACTOR'S EXPENSE. PUBLIC OR VIOLATE THE LAW. E DEWATERING SYSTEM SHALL BE INSTALLED AND
<br /> STOCKTON, CA 95210 OPERATED SO THAT THE GROUND WATER LEVEL OUTSIDE THE EX04VA77ON IS NOT REDUCED 1) ALL MANHOLE RIMS, LAMPHOLES, VALVES AND MONUMENT BOXES, ETC. SHALL BE IN ORDER 70 COMPLY WITH STATE WATER RESOURCES CONTROL BOARD ORDER NUMBER UNLESS OTHERWISE NOTEDCOST FOR O
<br /> (209) 473-4955 17) THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR ,JOBS/7E• TO THE EXIENT WHICH WOULD CAUSE DAMAGE OR ENDANGER ADJ;4CFVT STRUCTURES OR .
<br /> (209) 957-9628 (FAX) CONDITIONS DURING THE COURSE OF CONSTRUC77ON OF THIS PROJECT, INCLUDING SAFETY PROPERTY. ALL COST FOR DEWATERING SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ADJUSTED TO FINISH GRADE AFTER STREET PAVING, 99-08-DWQ, THE STORMWATER OMSION STRONGLY RECOMMENDS THAT ALL NEW CATCH
<br /> DOUG KYLER OF ALL PERSONS AND PROPERTY,• THAT THIS REOUIREVIENT SHALL APPLY CONTINUOUSLYTHIS WORK SHALL BE INCLUDED IN THE UN? PRICES FOR SLD FACIU77ES
<br /> ALL PIPE CONSTRUCTION. THE STATIC WATER LEVEL SHALL BE DRAWN DOWN A MINIMUM OF BIS/NS INSTALLED COMPLY W17H COS DRAWING NO. 101G, STORM DRAIN SYSTEM SIGNS
<br /> AND NOT BE LIMITED 70 NORMAL WORKING HOURS- AND 7MT THE CON7RACIVR SHALL 1 FOOT BELOW THE BOTTOM OF EXCAVATIONS 70 UVNTAIN E UNDISTURBED STATE OF p) PAYMENT FOR PAVEMENT WILL BE MADE ONLY FOR AREAS SHOWN ON PLANS. (BMP COS-SCS). 4-
<br /> I.
<br /> = R
<br /> 1. WATER: CITY OF 57WKTON, MUNIOPAL UTILITIES DEPT. DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL NATURAL SOILS AND ALLOW THE PLACEMENT OF ANY FILL TO THE SPECIFIED DFNS/IY. THE 2) PA MENT OF PAVEMENT WHICH IS BROKEN OR CUT REAS INE IKON Of INF r V
<br /> LABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS CONTRACTOR SKNl HAVE ON HAND, PUMPING EQUIPMENT AND ARCH/WETLY IN G000 !N ACCORDANCE W17H THE REQUIREMENTS OF THE RECENTLY ADOPTED STORM WATER NPDES 1, .
<br /> 2400 NAW DRIVE WORKING CONDITION FOR EMERGENCIES AND SHALL HAVE WORKMEN AVAILABLE FOR ITS WORK COVERED BY THESE SPECIFlOATONS, AND WHICH UES OUTSIDE Of SAND AREAS SHALL W
<br /> STOCKTON CA 95206 PROJECT, EXCEPTING FOR LABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER PERM?, MUD /S REYIS/NC /TS PROCEDURE FOR REVIEW OF STORM WATER POLLUTION
<br /> OR THE ENGINEER OPER WN. DEWATERING SYSTEMS SHALL OPERATE CONTINUOUSLY UNTIL 84CK9LL HAS BE INCLUDED INE CONTRACTORS UNIT PRICE FOR PAVEMENT AND NO ADDITIONAL O
<br /> (209) 937-8779 BEEN COMPLETED 70 1 FOOT ABOVE THE NORMAL STATIC GROUNDWATER LEVEL PAYMENT SHALL BE AADf FOR SUCH WORK. PREVENTION PLANS (SWPPP S). IN UEU OF SUBMITTING A SWPPP FOR REVIEW, THE
<br /> (� 70VAR 777 (FAX) 18) DUST CONTROL SHALL BE PROVIDED AT ALL TIMES AT THE CONTRACTOR'S EXPENSE, TO 3) INSTALU710N OF STREET LIGHTS SHALL BE IN STRICT ACCORDANCE Wl1N CITY Of FOLLOWING MUST BE SUBMITTED W
<br /> MINIMIZE ANY DUST NUISANCE AND SHALL BE IN ACCORDANCE W17H SEC77ON 10 OF C4L71LVUS TRANSMITTAL MEMO TIMI INCLUDES i
<br /> STANDARD SPECIFICATIONS AND 7HE REQUIREMENTS OF THE CITY OF S70CACM CONTRACTOR S7CJCKTON STANDARD ONG NO'S. 111 AND 112, UNLESS OTHERWISE NOTED.
<br /> J. C4LTTANS• ENCROACHMENT PERMIT 2) THE CONTRACTOR SHALL CONTROL SURFACE WATER 70 PREVENT ENTRY INTO + 7HE NAME AND PHONE NUMBER OF THE PERSON RESPONSIBLE FOR
<br /> 1976 E. CHARTER WAY SHALL OBTAIN A PERMIT FROM 7HE CITY OF STOCKTON MUNICIPAL U71LMES DEPARTMENT FOR EXCAVATIONS AT EACH D04VATON, A SUFFICIENT NUMBER OF TEMPORARY OBSERVATION 4 THE ELECIIROL/ER UNIT COST SHALL INCLUDE BUT NOT BE LIMITED T0, THE SWPPP /MPLEMENTAITON AND
<br /> USE OF WATER FROM FIRE HYDRANTS FOR CONS7RUC770N PURPOSES THE PERMIT SHALL BE )
<br /> P.O. PDX 2048 APPROVED BY THE CITY OF STOCK70N FIRE DEPT. WELLS TO CONTINUOUSLY CHECK E GROUNDWATER LEVEL SHALL W PROVIDED.
<br /> FOLLOWING: lF APHPUCABLE, A USING OF THE POST-CONSTRUCTION BEST MANAGEMENT
<br /> STOCKTON, CA 95201
<br /> (209) 948-3656 19) CONSTRUCTION STAKING FOR GRADING, CURB, GUTTER, SIDEWALK, SANITARY SEWER, 3) SUMPS SHALL BE NO DEEPER THAN 5 FEET AND SHALL BE AT THE LOW POINT OF A PULLBOX
<br /> PRACTICES THAT WILL BE INSTALLED TO SATISFY THE REQUIREMENTS OF
<br /> EXCAVATION. EXCAVATION SHALL BE GRADED 70 DRVN 70 THE SUMPS B. PULLBOX,X ORDINANCE 10-97
<br /> SMRM DRAIN, WATER, AND ELECTROUERS SHALL BE DONE BY THOMPSON-HYSELL C. CONDOR FROM/ ELECTR LIER 70 PULLBOX,
<br /> ENGINEERS 7HE CONTRACTOR SHALL NOTIFY THE DVOINEER FORTY-EIGHT (48) HOURS IN 4) THE CONTROL OF GROUNDWATER SHALL BE SUCH 7H4T SOFTENING OF E BOTTOM D. CONDUIT FROM PULLBOX 70 P.G. & F. POWER SOURCE. • COPY OF A SIGNED NOTICE OF !NT£NT FORM OR A WASE DISCHARGE
<br /> 3 R /S IN/ENDI U THAT RHES£ PLANS AND SPECIFICATIONS REQUIRE ALL CABOT AND ADVANCE OF 7HE NEED FOR STAKING. ANY STAKING REQUESTED BY THE CONTACTOR OR OF IXCAATIONS OR FORMATION OF "QUICK" CONDITIONS OR "BO/LS", DOES NOT IDEN77RCATON NUMBER
<br /> THEIR SUBCONTRACTORS THAT 1S ABOVE AND BEYOND STANDARD STAKING NEEDS WILL BE OCCUR. DEWATERING SYSTEMS SHALL BE DESIGNED AND OPERATED SO AS TO PREVENT R SHALL BE 7HE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LENGTH OF 7HE
<br /> BE COMPLETED
<br /> NECESSARY AND PROPERW17 FORE WORK ENTCONTEMPLATEDDPPR AND THAT THE WORK SUBJECT 7O AN EX1R4 WORK KICK CHARGE 70 ME CONIRAC7OR. REMOVAL OF E NATURAL SOILS IHE RELEASE Of GROUNDWATER AT ITS STATIC LEVEL
<br /> BE COMPLETED IN ACCORO4MCE WITH THEIR TRUE lN1EM AND PURPOSE. THE CONDUIT FROM E EZ£CIROUFR 70 THE POWER SOURCE.
<br /> CONTRACTOR SHALL. NOTIFY THE ENGINEER IMMEDIATELY REG4R0/NG ANY DISCREPANCIES 20) FOR ALL WORK WITHIN PUBLIC RIGHTS-OF-WAY OR EASEMENTS, THE CONMC7OR SHALL BE PERFORMED /N SUCH A MANNER AS 70 MAINTAIN 7HE UNDISTURBED STATE OF
<br /> OR AMB/GUITES WHICH MAY EXIST /N THE PLANS OR SPECIF7OA710NS. THE ENGINEER'S SHALL PRESERVE THE INTEGRITY AND LOC.A77ON OF ANY AND ALL PUBLIC UIXITES AND NATURAL FOUNDATIONS SOILS, PREVENT DISTURBANCE OF COMPACTED BACKFILL, AND 5) PRIOR TO RAL ACCEPTANCE OF THE IMPROVEMENTS BUILT BY 7HESE PLANS AND o
<br /> INTERPRETATION THEREOF SHALL BE CONCLUSIVE PROVIDE THE NECESSARY CONSTRUCTION TRAFFIC CONTROL CWMC70R SHWA, THROUGH PREVENT FLOTATION OR MOVEMENT OF STRUCTURES, PIPELINES AND SEWERS SP£CNFIOATIONS E CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH THE OWNER, OAKTREEM/TTGATIAN o
<br /> THE DW RWCHMENT PERMIT PROCESS VER/FY WITH THE NECESSARY REGULA70RY AGENCIES 5) GIVE HUNDRED PERCENT STANDBY PUMP/NC G4PAOTY SHALL BE AVAILABLE ON S17E TUE CITY OF STOCKTON, AND P.G. & E. 70 HAVE THE ELECTRICAL SYSTEM AND ALL S7REET REQUIREMENTS FOR REPLACEMENT OF REMOVED ODIC )BEES ARE AS FOLLOWS ALL ODIC
<br /> 4) WHERE THE PLANS OR SPECIFIC4TONS DESCRIBE PORTIONS OF THE WORK IN THE NEED FOR ANY TRAFFIC ROUTING PLAN. IF PLAN IS REQUIRED, CONTRACTOR SHILL UGIW75 ENERG/ZED. TREES REMOVED SHALL LA REPLACED IN THE FOLLOW/NG S ARE :
<br /> GENERAL TERMS BUT NOT IN C04:PLE7E DETAIL, IT /S UNCERSTOOD THAT ONLY THE BEST PROVIDE PLAN AND RECEIVE PROPER APPROVALS PRIOR 70 BEGINNING CONSTRUCTION. AT ALL TIMES AND SHALL BE CONNECTED 70 THE DEWATERING SYSTEM PIPING AS 70
<br /> GENERAL PRACTICE IS 70 PREVAIL AND THAT ONLY AATERALS AND W0RKM44NSH/P OF 7HE PERMIT IMMEDIATE USE. IN ADDITION, STANDBY AUXILIARY EQUIPMENT AND APPLIANCES 6) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL STRIPING „ „
<br /> FIRST QUALITY ARE TO BE USED. 21) THE CONTACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY SCHEDULING INSPECTION FOR ALL ORDIA14RY EMERGENCIES' AND COMPETENT WORKMEN FOR OPERATION AND CND/OR PAVEMENT MARKINGS NECESSARY TO TE EXISTING STRIP/NC INTO FUTURE 30 DA TRUNK OR LARGER. 3 EACH 24 BOX SIZE AND 5 EACH 15-GALLON SIZE TREE
<br /> MAINTENANCE OF ALL DEWATERING EQUIPMENT SHALL lL ON SIZE AT ALL TIMES STANDBY OF THE SAME SPECIE
<br /> AND TESTING OF ALL FACILITIES CONSTRUCTED UNDER 71WLS CONTACT. ALL TESTING SHILL S7R)P/NG. MET/OD Of REMOVAL SHALL BE BY GRINDING OR SANDBLASTING IN LESS 11GIN 30" DIA TRUNK SIZE. 5 EACH 15-GALLON SIZE TREE OF THE SAME SPECIES
<br /> 5) E CONTIACTOR SHALL BE SKILLED AND REGULARLY ENGAGED IN THE GENERAL CONFORM 70 7HE REGULA70RY AGENCY'S STANDARD SPECIFlCA7K)NS ALL 7ESTNG AND EQUIPMENT SHALL INCLUDE EMERGENCY POWER GEWER FAIL AND AU7L)MING SWITCH OVER ACCORDANCE WM CALTANS STANDARD SPECIFIC47IONS SEC17ON 15-2.02B AND 15-2.02C
<br /> TO THE EMERGENCY GENERATOR WHEN NORMAL POWER FILLS. DEWATERING SY57EIIS
<br /> CLASS AND TYPE OF WORK CALLED FOR IN THE PROJECT PLANS AND SPECIFICATIONS. INSPECTION SHALL BE PAID FOR BY THE OWNER,• ALL RE-TESTING AND/OR REIN-WC77ON SHALL NOT BE SHUT DOWN BETWEEN SHIFTS ON HIOUDAYS, ON WEEKENDS OR WR/NG LATEST EDITION. o
<br /> THEREFORE THE OWNER /S RELYING UPON THE EXPERIENCE AND EXPERTISE OF 7HE SHALL BE PAD FOR BYE CONTACTOR. WORK NOppq 7HE TREES SHALL BE PLANTED BY THE CONTRACTOR WITHIN OAK GROVE REGIONAL PARK AND
<br /> Ln CONTRACTOR, IT SHALL BE EXPECTED THAT PRICES PROVIDED WITHIN THE CONTRACT 7) CONR4C7OR SHALL SLURRY SEAL EXISTING PAVEMENT /N AREAS REQUIRING ACCORDING TO SPECIFICATIONS AND LOCATIONS DESIGNATED BY THE PARKS DIVISION. m a
<br /> DOCUMENTS SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY AND PROPER FOR 7HE 22) F EXISTNG /MPROVEMENIS INCLUDING SURVEY MONUMDVTA77ON NEED 70 BE DL57URBED 6) U77UZE A SEDIMENTA77ON OR FX7ERAVG CONTROL MEASURE TO REMOVE SEDIMENT RE57R/PNNG, PRIOR 70 THE RESIR/PING.
<br /> WORK CONTEMPLATED AND TWAT THE WORK BE COMPLETED IN ACCORDANCE WITH THEIR AND/OR REMOVED FOR 7HE PROPER PLACEMENT OF IMPROVEMENTS TO BE CONSTRUCTED BY SAH DEW47ENNG WATERS PRIOR TO DISCHARGE AT THE SEPTEMBER 16, 2003 BOARD OF SUPERVISORS MEE77NG THE BOARD REOUE57ED THAT pC
<br /> TRUE INTENT AND PURPOSE. THESE PLANS, 7HE CONTTICMR SHALL BE RESPONSIBLE FOR PROTECTING IXIS77NG 8) STRIPING AND PAVEMENT AARAINGS SHALL BE /N CONFORMANCE WITH CALTRMNS SLICES BE CUT OF THE OLDEST TREE TO BE REMOVED AND THAT THOSE SLICES OR RINGS
<br /> THE CONTRACTOR SHALL BE COMPETENT KNOWLEDGEABLE AND HAVE SPECIAL SKILLS ON IMPROVEMENTS FROM DAMAGE. COST OF REPLACING OR REPAIR/NG IXISTNG IMPROVEMENTS STANDARD SPECIFICATIONS (LATEST EDITION) S£C71ON 84. PAINT SHALL CONFORM TO BE DONATED TO LOCAL SCHOOLS FOR EDUCATIONAL PURPOSED. THESE SLICED SHOULD BE
<br /> E N47URE, EXTENT AND INHERENT CONDMONS OF IRE WORK TO BE PERFORMED. SHALL BE INCLUDED /N THE UNIT PRICE BID FOR ITEMS REQUIRING REMOVAL AND/OR STATE SPECIFICATION 8010-51K-02 OR -04 UNLESS OTHERWISE NOTED. ABOUT 2 TO 3 INCHES 774/CK AND CUT UNTIL THE RRST BRANCH. PARKS AND RECREATION
<br /> CONTAC7OR SHALL ALSO ACKNOWLEDGE THAT THERE ARE CERTAIN PECULIAR AND REPLACEMENT OF EXISTING IMPROVEMENTS 7HFRE WILL BE NO EXTRA COST WE 7HE WILL BE RESPONSIBLE FOR THE DNSTR/BUTON.
<br /> INHERENT CONDITIONS IX157ENT IN THE CONSTRUCTION OF 7HE PARTICULAR FACILITIES, CONTRACTOR FOR REPLACING OR REPAIRING D077AG IMPROVEMENTS UNDERGROUND U77LMES 9) ALL AC. PAVING SHALL BE FOG SEALED PER SECTION 37 OF C40RANS STANDARD W
<br /> PECULWR
<br /> WHICH MAY CREATE SPECIFICATIONS, LATEST 01770N. PRIMHECOAT CONSISTING OF LIQUID ASPHALT SC-250
<br /> WRING THE CONS/RUCTION PROGRAM UNUSUAL OR S
<br /> g UNSAFE CONDITIONS HAZARDOUS 7O PERSONS, PROPERTY AND THE EO R PECUL1 23) WHENEVER DOING FACIU77ES ARE REMOVED, DAMAGED, BROKEN, OR CUT IN 7HE 1) THE INFORAAWN SHOWN ON THE PLANS WITH REGARD TO THE EXISTING UTUTES MND/OR SHALL BE APPLIED 70 THE AGGREGATE BASE MATERIAL OF ALL STREETS AT 0.2
<br /> E INSTALLATION OF THE WORK COVERED BY THESE PUNS OR SPECIFKAWNS, SAID G4L Y. OR AS REQUIRED BY CITY OF STOCKWN OR C,ALIRANS m
<br /> a CONTRACTOR SHALL BE AWARE OF SUCH PECULIAR RISKS AND HAVE THE SKILL AND , IAMROVEMENIS WAS DERIVED FROM FIELD /NVESTIG4770NS AND/OR RECORD /NfORAIATION. THE corrWaWr p Zoos 7YOYPSON-WYSELL ENfi1NEER4
<br /> EXPERIENCE 70 FORESEE AND 70 ADOPT PROTECTIVE MEASURES 70 ADEQUATELY AND FACLUTES SHALL BE REPLACED AT THE CONTRACTORS EXPENSE AFTER PROPER ENGINEER DOES NOT GUARANTEE IHES£ LOC477ONS TO BE DIRER TRUE OR EXACT. PRIOR 70
<br /> SAFELY PERFORM THE CONSTRUCTION WORK W71H RESPECT 70 SUCH HAZARDS 84CKFILUNG AND/OR CONS7RUCWN, WITH AA7ERAS EQUAL TO OR BETTER THAN THE CON57RUCIlON, !T SHALL BE THE CONIRAC7i7R'S SOLE RESPoNS/B/UTI 70 VERIFY ALL IXISTNG 10) CONIR4CTOR SHALL BE RESPONSIBLE FOR PROVIDING BARRICADES AND
<br /> ^< M47ER14LS USED IN THE ORIGINAL EXISTING FACIU77ES THE FINISHED PRODUCT SHALL BE IMPROVEMENTS AND TO EXPOSE ALL EXISTNG UNDERGROUND UTILITIES RELATED TO THE PROJECT, OTHER CONTROL DEVICES /N ACCORDANCE W17H CAtrRANs IIAFFlC AANLA4L EIGHT MILE ROAD
<br /> 6) E CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND LICENSES REQUIRED SUBJECT TO THE APPROVAL OF 7HE OWNER, THE ENG/NEER, AND THE RESPECTIVE INCLUDING BUT NOT LIMITED 7D SE1t/fR, STORM DRAIN, WATER, /RR/OATON, G,45 ELECTRICAL ETC TU PREVENT PUBLIC USE OF STREETS PRIOR 70 ACCEPTANCE BY THE C/7Y
<br /> s
<br /> FOR THE CONS7RUCWN AND COMPLETION OF THE PROJECT, AND SHALL PERFORM ALL REGULATORY AGENCY. AND SHALL NonFr THE ENGINEER !N wnmNc FORTY-EIGHT (48) HHWRS /N ADVANCE OF OAK GROVE REGIONAL PARK FRONTAGE
<br /> WORK IN ACCORDANCE WITH THE REQUIREMENTS AND COND?IONS OF ALL PERMITS AND EXPOSING THE UNWIES SO 7H4T THE EXACT LOC47ION AND ELEVATION CAN BE VERIFIED AND 8roarm C+ALVOMM
<br /> APPROVALS APPLICABLE TO THIS PRCJfCT. THE CIONMC70R SHALL ENSURE THAT 7HE 24) THE CONTRACTOR SHALL AWNTAN A NEATLY MARKED SET OF HULL-SIZE AS-BURT DOCUMENTED. THE COST ASSOCIATED TO PERFORM THIS WORK SHALL BE INCLUDED IN EITHER GENERAL NOTES
<br /> NECESSARY R/GHIS-OF-WAY, EASEMENTS, AND/OR PERMITS ARE SECURED PRIOR TO RECORD DRAWINGS SHOWING THE RNAL LOCA77ON AND LAYOUT OF ALL MECHANICAL; THE LUMP SUM CLEARING COST OR IN THE VARIOUS ITEMS OF WORK. FLOCA710N AND/OR
<br /> 9 CONS7RL/C110N OTHE=77W&
<br /> F aLMES.AND IN THE AS-BU/LIS OF/PMEW PIPING AND COMU175 STRUCTURES AND THE ELECTRICAL SYSTEM SIALL / ME STREET A7XJN DIFFERS FROM THAT SHOWN ON THE DESIGN PLANS PROVTS70NS TO ACCOMMODATE AND SPEC/F/CA77ONS
<br /> g 7) CONTACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT WHERE APPLICABLE FOR LIGHT LAYOUT PLAN SHOWING LOCATION OF LIGHTS; CONDUITS, CONDUCTORS POINTS OF NEW LOG4IXXV/ELEYA7IOM MUST BE RADE PRIOR 10 CONSIRUC7TON.
<br /> ANY WORK DONE WITHIN RIGHTS-OF-WAY OR EASEMENTS FROM CITY OF STOCKTON CONNEC77ONS TO SERVICES PULLBOXES, AND WIRE SIZES AS-BUILT RECORD DRAWINGS DEPARTMENT OF PUBLIC WORKS
<br /> AND/OR SAN J04OU/N COUNTY. CONTRACTOR SHALL NOTIFY CITY AND COUNTY, 72 SHALL REFLECT CHANGE ORDERS, ACCOMM004WAS, AND ADJUS774EMM 70 ALL CITY OF STOCKTON, CALIFORNIA
<br /> }
<br /> HOURS /N ADVANCE OF COMMENCING THE WORK OR AS REQUIRED BY SAID PERMITS IMPROVEMENTS CONS7RUChED WHERE NECESSARY, SUPPLEMENTAL LRAWlNGS SHALL BE
<br /> PREPARED AND SUBMITTED BY THE CONTRACTOR.
<br /> SHEET NO.
<br /> SCALE: AS SHOWN ROVED BY;
<br /> D BY: . LC �� A2
<br /> DRAWN W. LC
<br /> .rJ OF
<br /> CHECKED BY: Af bITY ENGINEER STOCKTON, ' JOB NO.
<br /> RECORD DWG: - DATE: o v
<br /> 122259.02.006
<br /> a
<br />
|