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ARCHIVED REPORTS_XR0008345
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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SANTA FE
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23569
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2900 - Site Mitigation Program
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PR0541936
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ARCHIVED REPORTS_XR0008345
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Last modified
5/18/2020 11:42:19 AM
Creation date
5/18/2020 11:19:29 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008345
RECORD_ID
PR0541936
PE
2957
FACILITY_ID
FA0006149
FACILITY_NAME
RANCH MARKET
STREET_NUMBER
23569
Direction
S
STREET_NAME
SANTA FE
STREET_TYPE
RD
City
RIVERBANK
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
23569 S SANTA FE RD
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
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CONSTRUCTION NOTES <br /> A.SGOPE C PERMITS E.TREATMENTCOMPOU <br /> 1 pARTTESINYQLVEDINTHEPRQJECT 1 EQUIPMENT ENCLOSURE SHALI. BE EQUIPPED WITH A 10A, 808 C PORTABLE EXTINGUISHER. FIRE <br /> I OWNER DURHIMALNUARI PERMITTING AGENCY PERMIT APP SUBMITTED BY PERMIT OBTAINED BY EXTINGUISHERSHALLBEATTACHEDTOFENCENEARENTT�YGATE <br /> 2 ENGINEER SECORINTERNATIONAL INC 2 CONTRACTOR SHALL INSTALL EMERGENCY RESPONSE AND PROPOSITION 65 SIGNS ON OUTSIDE <br /> 3 CONTRACTOR PENDING SELECTION SAN JOAQUIN COUNTY AQMD ENGINEER ENGINEER TREATMENT COMPOUND GATES ENGINEER SHALL FURNISH EMERGENCY RESPONSE SIGNS <br /> B.GENERAL NOTES FIRE DEPARTMENT ENGINEER CONTRACTOR 3 ALL EQUIPMENT SHALL BE INSTALLED LEVEL AND SEISMICALLY BRACED PER UB-1994 STANDARDS SKID <br /> MOUNTED EQUIPMENT SHALL BE SECURED AT ALL CORNERS TO CONCRETE PAD WITH'A INCH DIAMETER <br /> 1 THESE NOTES WILL SELECT OPTIONS WHENEVER THE GENERAL SPECIFICATIONS GIVE A CHOICE OF MATERIALS BUILDING ENGINEER CONTRACTOR RED HEAD WEDGE ANCHORS OR EQUIVALENT WEDGE ANCHORS SHALL BE EMBEDDED A MINIMUM OF 2-1/2 <br /> OF CONSTRUCTION TECHNIQUES ALSO,THESE NOTES WILL SUPERSEDE THE PROJECT DRAWINGS AND GENERAL <br /> INCHES IN CONCRETE PAD DSHALL BESECURED TOEQUIPMENT SKID USING AIDCKWASHER AND NUT <br /> SPECIFICATIONS IN THE EVENT CONTRADICTIONS OR CONFLICTS OCCUR BETWEEN THEM ELECTRICAL CONTRACTOR CONTRACTOR <br /> 4 EXACTLOCATION OFALLBOLLARDS SHALL BE APPROVED 13Y ENGINEER <br /> 2. CONTRACTOR SHALL GUARANTEE HIS CONSTRUCTION AGAINST ANY AND ALL DEFECTS FROM MATERIAL AND/OR <br /> WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF COMPLETION AND ACCEPTANCE BY THE ENGINEER D TRENCHING,EXCAVATION,CONCRETE AND PAVING 5 CONTRACTOR SHALL HANG 8 FOOT TALL SONAX CURTAIN BS ON FENCE AND GATE (SUPPLIER WEST <br /> ANDOWNER GENERALASSOCUITES,INC 1�-800-801-9378) <br /> S CONTRACTOR SHALL.SUPPLY ENGINEERAND/OR OWNER WITH A DETAILED PROJECT SCHEDULE AND MAKE EVERY 1 EXISTING ASPHALT AND CONCRETE SURFACES SHALL BE SAWCVT ALONG A STRAIGHT LINE PRIOR TO <br /> POSSIBLE EFFORT TO STAY ON THAT SCHEDULE INCLUDING WORKING OVERTIME OR HIRING ADDITIONAL REMOVALAND SOIL EXCAVATION F PLUMBING AND ELECTRICAL <br /> EMPLOYEES ATCONTRACTOR'S EXPENSE SHOULD PROJECT FALLBEHIND SCHEDULE <br /> 2 UTILTTYTRENCHES SHALL BE EXCAVATED A MINIMUM OF 21NCHE5 DEEPER THAT THE INVERT OF INSTALLED 1 ALL PIPING RUNS ARE SHOWN SCHEMATICALLY THE BEST ROUTE SHOULD BE DETERMINED IN THE FIELD BY <br /> 4 AT THE COMPLETION OF EACH WORK WEEK,CONTRACTOR SHALL FAX THE ENGINEER A SUMMARY OF THE PIPES ALL BELOW GRADE PIPING SHALL HAVEA MINIMUM BURY OF 24 INCHES(EXCEPT WHERE SPECIFIED) THE ENGINEER AND SHALL BE IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE,AND LOCAL CODE <br /> CURRENT WEEK'S ACTIVITIES NUMBER OF PERSONNEL AT SITE AND THE NEXT TWO WEEKS SCHEDULE OF PLEASE REFER TO DETAIL 3/5 FOR MINIMUM TRENCH BACKFILL REOUIREMENTS WHICH APPLY TO ALL SITE REQUIREMENTS <br /> ACTIVITIES TRENCHING <br /> & ANYCONTRADICTIONS OR CONFLICTING STATEMENTS CONTAINED IN THESE NOTES OR BETWEEN THESE NOTES 3 CONTRACTOR SHALL BACKFILL UTILITY TRENCHES WITH CLEAN SAND IN ACCORDANCE WITH CALTRANS 2 ALL NEW SVE AND OZONES SPARGE CONVEYANCE PIPES SHALL BE PRESSURE TESTED PRIOR TO <br /> AND THE PROJECT DRAWINGS OR GENERAL SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE STANDARD SPECIFICATION SECTION 10-3 0258 LOOSE THICKNESS OF EACH LAYER OF MATERIAL BEFORE TO <br /> ESTI NG ENGINEER MUST WITNESS TESTING CONTRACTORS URE TESTED <br /> ENGINEER 24 HOURS PRIOR <br /> ENGINEER IMMEDIATMX CONTRACTOR IS TO RENEW DRAWINGS AND CONDUCT A SITE VISIT PRIORTO START OF COMPACTION SHALLNOT EXCEED a INCHES UTILITYTRENCH BACI9UL SHALL BE COMPACTED TOAT LEAST TO TESTING SVP RGING ONE SHALL BE PNEUMATICALLY PRESSURE TESTED U 5 PSI AND HELD FOR i <br /> WORK.ANY CONFLICT BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE 90 PERCENTOFMAXIMUM DRYDENSITYAS DETERMINED BYASTM D-1557 HOUR.OZONEOUR.NO CONVEYANCEPIPINGSHALLBEPNEUMATICALLYPRESSURETESTED E6PSIAND <br /> HELD FOR 1 HOUR.NO PRESSURE PROP WILL BE PERMITTED SHOULD TESTING INDICATE LEAKAGE OR <br /> ATTENTION OFTHEENGWEERPRIORTOSTARTOFWORK. OTHER DEFECT CONTRACTOR SHALL MAKE REPAIRS AT HIS OWN EXPENSE AND PRESSURE TEST PIPE <br /> 4 CONTRACTOR SHALL PLACE A MINIMUM OF 6 5 INCHES OF AGGREGATE BASE PRIOR TO SURFACING AGAIN IFTESTLNG IS PERFORMED IN PORTIONS,A FINALTEST SHALL BE PERFORMED TO INSURE INTEGRITY <br /> 8 CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL FIELD DIMENSIONS WITH ENGINEER AND/OR OWNER AGGREGATE BASE SHALL BE IN ACCORDANCE WITH CALTRANS STANDARD SPECIFICATIONS LATEST OF ENTIRE PIPE"RUN' <br /> BEFORE BEGINNING OFWORK,THE ENGINEER SHALL BENOTIFIED OFANYDISCREPANCY EDITION, SECTION 26 FOR CLASS 11 A.B, V/.INCH MAXIMUM AGGREGATE AGGREGATE BASE SHALL BE <br /> COMPACTEDT095PERCENT OFTHEMA)aMUL:IDFIYDENS17YASDETERMINED BYASTD-1557 3 UNLESS SPECIALLY NOTED ON DRAWING'DO NOT GWE',ALL PVC PIPE SHALL BE SOLVENT WELDED IN <br /> T LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE ONLY IT SHALL BE ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS ALL PURAD PVDF PIPE SHALLBE BUTTWELDED <br /> THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION($) OF ALL UTILITIES, WHETHER 5 CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING RAIN WATER FROM OVERSATURATING TRENCHES IF <br /> SFIDwHORN02 OVERSATURATION OCCURS,CONTRACTOR SR411REMEDYAT OWN COSTTO MAINTAIN SCHEDULE 4 SOILVAPOR EXTRACTION PIPING SHALL BESLOPED TOWARD WELLS ATAGRADIENTOF I INCH PER 75 FEE <br /> a ALL SIDEWALKS AND OTHER IMPROVEMENTS WHICH SURROUND THE PROPERTY SHALL REMAIN UNDISTURBED 6 SURFACING SHALL BE REPLACED WITH IN-KIND PAVEMENT,UNLESS SHOWN OTHERWISE,AND SHALL BE 5 ABOVE GROUND SVE AND OZONE SPARGE CONVEYANCE PIPING SHALL_BE ATTCHED TO UNISTRUT(OR <br /> AND UNDAMAGED AS A RESULT OFTHE PROJECT RESTORED TO EXISTING ORBETTERCONDRIONS EQUIVALIaCOAT5FOOTSPACtING USE UNISTRUTPIPECLAMPOREQUIVALENT <br /> 9 BARRICADES AND SECURITY FENCING SHALL BE PROVIDED AS NLEEDED AT ALL EXCAVATIONS AND DISTURBED 7 ASPHALT PAVEMENT SHALL BE IN ACCORDANCE WITH CALTRANS STANDARD SPECIFICATIONS LATEST 6 ANY PANEL OR SUPPORT BRACING USED TO MOUNT ELECTRICAL.BOXES SHALL BE PAINTED MACHINE GRAY <br /> /AREAS THROUGHOUT THE PROJECT,TO ENSURE VEHICULAR AND PEDESTRIAN SAFETY BARRICADES SHALL BE EDITION FOR TYPE B ASPHALT CONCRETE SAWCUT EDGE OF EXISTING ASPHALT SHILL BE CLEANED AND COMPLETELY,PRIOR TO INSTALLATION OFT HE BOXES <br /> IIIGHTED FROM DUSKTO DAWNTHROUGHOUTTHE PROJECT SHALL HAVE A COAT OF LIQUID ASPHALT APPLIED PRIOR TO CONSTRUCTION OF NEW ASPHALT PAVEMENT I <br /> PAVEMENT STRIPPINGSHALLBERESTORED TOE ISTINGORBETTERCONDITION 7 NEW PACIFIC BELL TELEPHONE SERVICE DROP TO TREATMENT COMPOUND WILL BE PROVIDED BY <br /> 1tA CONTRACTOR SHALLBE COVERED BY INSURANCE ADEQUATETO INDEMNIFY OWNER AGAINST LASS,DAMAGE,OR ENGINEER.CONTRACTOR WILL BE RESPONSIBLE FOR INSTALLING WIRING FROM PACIFIC BELL BOX TO THE <br /> KIIURYCLAIMWHICH MIGHTAWSEASARESULT OFTHISPROJECT 8 NEW CONCRETE PAD$HALL RAVE A MINIMUM WATER-CEMENT RATIO6 I AND SHALL HAVEA MINIMUM 2MMY OXIDIZER.STANDARDPHONE.LACK(S)MODELPLA1CSHALLBEPROVIDED <br /> COMPRESSIVE STRENGTH OF 2,500 PSI CONCRETE PAD SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES <br /> 11 CONTRACTOR S FINAL INVOICE WILL BE PROCESSED FOR PAYMENT ONLY AFTER THE SITE HAS BEEN INSPECTED SAWCUT EDGE OF EXISTING ASPHALT SHALL BE CLEAN PRIOR TO NEIN CONCRETE PLACEMENT CONCRETE <br /> BENGIR. <br /> Y NEER AND OWNER[N COMPANY WITH CONTRACTOR AND THE OWNER HAS ACCEPTED PROJECT AS SHALLSECUAELYSUPPORT4X4X10GAUGE WtB.DEpWIREREINFORCEMENT ATI-112INCHES COVER 6 ALL ELECTRICAL WIRES SHALL 8E ENCLOSED IN METALLIC ELECTRICAL CONDUIT OR WATER TIGHT FLEX <br /> CS NGITE COTNDUITASAPPLICABLE <br /> 9 CONTRACTOR SHALL SCREEN ALL EXCAVATED SOIL FOR GASOLINE CONTAMINATION AND STOCKPILE IN 9 NEW ELECTRIC <br /> JSFRIACE HALL BE TEMPORARY OVERHEAD INSTALLATION PER PGILE GREENBOOK <br /> 12 ONLYTHE OWNER OR ENGINEER MAY AUTHORig A CONTRACT"EXTRA AND ISSUEAN ALTERATION ORA CHANGE SEPARATED"CL EAW AND CONTAMINATED'PILES ALL EXCAVATED SOIL SHALL BE STOCKPILED ON AND SPECIFICATIONS OWNER WILL BE RESPONSIBLE FOR PG&E FEES ELECTRICAL SERVICE SHALL BE 120/240 <br /> OF ORDER TO THE CONTRACT SHOULD THE CONTRACTOR BELIEVE AN EXTRA IS WARRANTED, HE SHOULD COVERED WITH PLASTIC SHEETS FOR SAMPLING BY ENGINEER PRIOR TO DISPOSAL'CLEAN"EXCAVATED VOLT,3-PHASE, 200 AMP SERVICE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF <br /> gAMEDLATELY COMMUNICATE WITH THE OWNER OR ENGINEER AND BE PREPARED TO QUOTE A FIRM PRICE OR A SOIL SHAW-BE PROMPTLY DISPOSED OF AT CON'IAACTOR'S EXPENSE AT APPROVED CLASS BI LANDFILL SERVICE INSTALLATION <br /> 'NOTTOEXCEED•CWE OMNER SHALLBE RESPONSIBLE FORNSPOSALOF STOCKPUM'CONTAMINATED'SOLI <br /> 1S SITE SHALL BE MAINTAINED IN A NEAT AND CLEAN CONDITION THROUGHOUT CONSTRUCTION ACTIVITIES NO 10 CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXCAVATED ASPHALT AND CONCRETE FROM THE SITE 10 CONTRACTOR SHALL COORDINATE INSTALLATIONPOVIDE OF NEW PG&E COLAS SERVICE AND INSTALLATION THE OF R TO <br /> DEBRIS.MOUNDS OF EARTH,OR ARTICLES OR EQCm MATERIAL SHALL REMAIN AFTER COMPLETION OF THE AS REQUIRED BYANYT RENO 8NG AND EXCAVATION PG&E GAS METER CONTRACTOR SFWU PROVIDE BELOW AND ABOVE GRADE PIPING FROM THE METER TO <br /> THE OXIDIZER <br /> FROJECT i 1 THE CONTRACTOR SHALL USE ONLY OCCUPANT APPROVED ONSITE AREAS FOR STORING CONSTRUCTION <br /> 14, CONTRACTOR SHALL ACCEPT THE PREMISES IN IAS IS'CONDITION NEITHER THE OWNER OR ENGINEER MAKES MATERIALS AND EQUIPMENT:AND FORSTOCKPILING EXCAVATED SOILORDB&OLITION DEBRIS <br /> NNY WARRANTIES,EXPRESSED OR IMPLIED,AS TO THE CONDITIONS OF THE PREMISS INCLUDING,BUT NOT <br /> LwrED TD,FITNESS FOR ANY PARTICULAR PURPOSE FISTING DEBRIS OR STORED MATERIAL THAT WAS TO BE <br /> MOVED SHALL BE MOVED SYCONTRACTOR AND REPLACED UNDAMAGEDAFTER PROJECTOOMPLET ION �q%0FESStO <br /> I& CONTRACTOR SHALL IINSTALL EQUIPMENT AND APPURTENANCES IN ACCORDANCE WITH RESPECTIVE ��Q 5�E. <br /> MAKWAC:TURERS INSTALLATION MANUALS AND ACCORDANCE WITH UNIFORM PLUMBING CODE (UPC) AND QJ <br /> UNFDRM BUILDING CODE(UBC),AND NATIONAL ELECTRIC CODE(NEC),UNIFORM FIRE CODE(UFC)STANDARDS to <br /> gr <br /> ANDSPFM710NS <br /> Eg <br /> 16. CONTRACTOR SHALL SUBMIT A SITE SAFETY PUN TO ENGINEER AND/OR OWNER A MINIMUM OF 10 WORKING Exp. �Q <br /> DAYS PRIOR TO BEGINNING WORK.SITE SAFETY PLAN SHALL BE IN ACCORDANCE WITH U S DEPARTMENT OF <br /> LABOR,29CFR1910ANDCAUFORNLACODEREGULATIONS,TTTLE8.SECTION5192Q <br /> CML. �` <br /> 17 CONTRACTOR SHALL PROVIDE BOTH ENGINEER AND OWNER WITH AS-BUILT DRAWINGS WITHIN 30 DAYS OF FINAL <br /> OF CAUfO� <br /> pERMIT APPROVAL., LEGIBLE AND ACCURATELY MARKED UP COPIES OF THE ORIGINAL DRAWINGS ARE <br /> AC;CIEPTABLE <br /> & E NGE4EER SHALL BE RESPONSIBLE FOR THE ACTS OR OMISSIONS, CONSTRUCTION MEANS, METHODS. DRAWN <br /> TkEC1 8QUES, SEQUENCES OR PROCEDURES. OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS OF THE PR SHEET 2 OF 8 <br /> OONIRACTOR,SUBCONTRACTORS,ORA W OTHERPERSONS PERFORMING WORKONTHE PROJECT ��0� APPR RANCH MARKET <br /> 18. CONTRACTOR SHALL COORDINATE ALL WORK WITH OWNER TO MINIMIZE DISRUPTION TO BUSINESS OPERATIONS IntJAS �' I 235se SOUTH CALIFORNIA <br /> FE ROAD <br /> &%DTRARRc CONSTRUCTION NOTES <br /> Incorporated 2iAUG2001 onal DATEI <br /> 'I' Jos No 077 43622 003 <br /> 4 , <br />
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