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<br /> CONSTRUCTION NOTES:
<br /> A.SCOPE: C.PERMITS: E.TREATMENT COMPOUND:
<br /> 1. PARTIES INVOLVEDINTHEPROJECT: 1. EQUIPMENT ENCLOSURE SHALL BE EQUIPPED WITH A 10A; 808: C PORTABLE EXTINGUISHER, FIRE
<br /> 1. OWNER-DURHIM ALI-JUARI EXTINGUISHER SHALL BE ATTACHED TO FENCE NEAR ENTRY GATE. s
<br /> 2, ENGINEER-SECOR INTERNATIONAL,INC. PERMITTING AGENCY PERMIT APP.SUBMITTED BY PERMIT OBTAINED BY q
<br /> 3. CONTRACTOR-PENDING SELECTION. SANJOAQUINCOUNTYAQMD ENGINEER ENGINEER 2• CONTRACTOR SHALL INSTALL EMERGENCY RESPONSE AND PROPOSITION 65 SIGNS ON OUTSIDE
<br /> TREATMENT COMPOUND GATES,ENGINEER SHALL FURNISH EMERGENCY RESPONSESIGNS.
<br /> B.GENERAL NOTES: FIRE DEPARTMENT ENGINEER CONTRACTOR 3. ALL EQUIPMENT SHALL BE INSTALLED LEVEL AND SEISMICALLY BRACED PER UB-1994 STANDARDS.SKID
<br /> 1. THESE NOTES WILL SELECT OPTIONS WHENEVER THE GENERAL SPECIFICATIONS GIVE A CHOICE OF MATERIALS MOUNTED EQUIPMENT SHALL BE SECURED AT ALL CORNERS TO CONCRETE PAD WITH 1/z INCH DIAMETER
<br /> OF CONSTRUCTION WILL
<br /> TECHNIQUES.OPTIONS
<br /> ALSO,WHENEHESE VER
<br /> GENERAL
<br /> WILLSUPSPECIFICATIONS
<br /> HE AVECT A CHOICE OF
<br /> GENERAL MATERIALS
<br /> BUILDING ENGINEER CONTRACTOR REDHEAD WEDGE ANCHORS OR EQUIVALENT.WEDGE ANCHORS SHALL BE EMBEDDED A MINIMUM OF 2-112
<br /> SPECIFICATIONS INTHE EVENT CONTRADICTIONS OR CONFLICTS OCCUR BETWEEN THEM. INCHES IN CONCRETE PAD AND SHALL BE SECURED TO EQUIPMENT SKID US€NGA LOCK-WASHER AND NUT.
<br /> ELECTRICAL CONTRACTOR CONTRACTORI
<br /> 2. CONTRACTOR SHALL GUARANTEE HIS CONSTRUCTION AGAINST ANY AND ALL DEFECTS FROM MATERIAL AND/OR
<br /> 4. EXACTLOCATIONOFALLBpLLARDSSHALLBEAPPROVED8YENGIN£ER.
<br /> WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF COMPLETION AND ACCEPTANCE BY THE ENGINEER 5. CONTRACTOR SHALL HANG e FOOT TALL SONAX CURTAIN SS ON FENCE AND GATE SUPPLIER: WEST
<br /> ANDdwNER. D.TRENCHING,EXCAVATION,CONCRETE AND PAVING: GENERALASSOCIATFS,INC.1.800-801-9378).
<br /> 3. CONTRACTOR SHALLSUPPIN ENGINEER AND/OR OWNER W(THA DETAILED PROJECT SCHFDULEAND MAKE EVERY 1. EXISTING ASPHALT AND CONCRFTE SURFACES SHALL BE SAWCUT ALONG A STRAIGHT LINE PRIOR TO
<br /> POSSIBLE EFFORT TO STAY ON THAT SCHEDULE: INCLUDING WORKING OVERTIME OR HIRING ADDITIONAL REMOVALAND SOIL EXCAVATION, F.PLUMBINGAND ELECTRICAL
<br /> EMPLOYEES AT CONTRACTOR'S EXPENSE SHOULD PROJECT FALL 13EHINDSCHEDULE.
<br /> 2. LITILITYTRENCHES SHALL BE EXCAVATED A MINIMUM OF 21NCH£S DEEPER THATTHE INVERT OF INSTALLED I. 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 HAVE A MINIMUM BURY OF 24 INCHE=S(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 WEEK'S SCHEDULE OF PLEASE REFER TO DETAIL 3/5 FOR MINIMUM TRENCH BACKFILL REQUIREMENTS WHICH APPLY TO ALL SITE REQUIREMENTS.
<br /> ACTIVITIES. TRENCHING.
<br /> 5. ANY CONTRADICTIONS 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 OZONE 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 10-3.025B.LOOSE THICKNESS OF EACH LAYER OF MATERIAL BEFORE BACKFILLING.ENGINEER CONVEYANCE
<br /> HALL TEPNEU CONTRACTOR S URE TESTED
<br /> TO 5 PSI AN HOURS PRIOR
<br /> ENGINEER IMMEDIATELY.CONTRACTOR IS TO REVIEW DRAWINGS AND CONDUCT A SITE VISIT PRIOR TO START OF COMPACTION SHALL NOT EXCEED a INCHES.UTILITYTRENCH BACKFILL SHALL BE COMPACTEDTO AT LEAST TO TESTING.SVP CONVEYANCE SHALL PI PNEUMATICALLY PRESSURE TESTED U 5 PSI AND HELD FOR 1
<br /> WORK.ANY CONFLICT BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE 90 PERCENTOF MAXIMUM DRYDFNSITYAS DETERMINED BYASTM D-1557. HOUR.OZONE OUR.SPARNO CONVEYANCE PIPING SHALL R PNEUMATICALLY PRESSURE INDICATESTETE
<br /> E 5 PSI AND
<br /> ATTENTION OFTH£Z;NG€NEERPR€ORTOSTART OFWORK. HELD FOR 1 HOUR.NO PRESSURE DROP WILL BE PERMITTED.SHOULD TESTING INDICATE Lf11KAGE OR
<br /> 4. CONTRACTOR SHALL PLACE A MINIMUM OF 6.5 INCHES OF AGGREGATE BASE PRIOR TO SURFACING. OTHER DEFECT,CONTRACTOR SHALL MAKE REPAIRS AT HIS OWN EXPENSE AND PRESSURE TEST PIPE
<br /> 6. 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 AGAIN.IF TESTING IS PERFORMED IN PORTIONS,A FINALTEST SHALL BE PERFORMED TO INSURE INTEGRITY
<br /> BEFORE BEGINNING OFWORK,THE ENGINEER SHALLBENOTIFIED OFANYDISCREPANCY. EDITION, SE=CTION 26 FOR CLASS II A.B.,3b INCH MAXIMUM AGGREGATE.AGGREGATE BASE SHALL BE OF ENTIRE PIPE"RUN".
<br /> 7. LOCATIONS OFEXISTING UNDERGROUND UTILITIES SHOWN ONTHE PLANS ARE APPROXIMATE ONLY.ffSHALL BE
<br /> COMPACTED TO 95 PERCENTOFTHE MAXIMUM DRY DENSITYAS DETERMINED SYASTDA 557, 3. UNLESS SPECIALLY NOTED ON DRAWING'DO NOT GLUE",ALL PVC PIPE SHALL BE SOLVENT WELDED IN THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION(S) OF ALL UTILITIES, WHETHER 5. CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING RAIN WATER FROM OVERSATURATING TRENCHE=S.IF ACCdRDANCEW€TW MANUFACTURERS SPECIFICATIONS.ALLPURADPVDFP€PESHALL BEBU"ITWFLDFD.
<br /> SHOWNORNOT OVERSATURATION OCCURS,CONTRACTOR SHALL REMEDYATOWN COSTTOMAINTAIN SCHEDULE. 4. SOIL VAPOR EXTRACTION PIPING SHALL BE SLOPEDTOWARD WELLS ATA GRADIENT OF I INCHPER76FEET
<br /> 8. 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 S. ABOVE GROUND SVE AND OZONE SPARGE CONVEYANCE PIPING SHALL BE ATTCHED TO UNISTRUT(OR
<br /> AND UNDAMAGEDASARESULTOFTHE PROJECT RESTOREDTO ET
<br /> EXISTING OR BETTER CONDITIONS. EQUIVALENT)AT5 FOOT SP/.CING.USE UNISTRUTPIPECLAMP OR EQUIVALENT.
<br /> 9. BARRICADES AND SECURITY FENCING SHALL BE PROVIDED AS NEEDED AT ALL EXCAVATIONS AND DISTURBED 7. ASPHALT PAVEMENT SHALL BE IN ACCORnANCE WITH CALTRANS STANDARD SPECIFICATIONS LATEST g 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 CONCRETEE.SAWCUT EDGE OF EXISTING ASPHALT SHALL BE CLEANED AND COMPLETELY,PRIORTO INSTALLATION OFTHE BOXES.
<br /> LIGHTED FROM DUSKTO DAWN THROUGHOUTTHE PROJECT. SHALL HAVE A COAT OF LIQUID ASPHALT APPLIED PRIOR TO CONSTRUCTION OF NEW ASPHALT PAVEMENT
<br /> PAVEMENT STRIPPING SHALL BE RESTORED TO EXISTING OR BETTER CONDITION. 7• NEW PACIFIC BELL TELEPHONE SERVICE DROP TO TREATMENT COMPOUND WILL BE PROVIDED BY
<br /> 10. CONTRACTOR SHALL BE COVERED BY INSURANCE ADEQUATE TO INDEMNIFY OWNER AGAINST LOSS,DAMAGE,OR ENGINEER.CONTRACTOR WILL BE RESPONSIBLE FOR INSTALLING WIRING FROM PACIFIC BELL BOX TO THE
<br /> INJURYCLAIMWHIGHM€GFiTARISEASARESULTOFTHISPROJECT 8. NEW CONCRETE PAD SHALLHAVEAMINIMUMWATER-CEMENT RATIO 5:1 AND SHALLHAVEAMINIMUM28-DAY OXIDIZER.STANDARD PHONE JACK(S)MODEL RJIICSHALL BEPROVIDED.
<br /> COMPRESSIVE STRENGTH OF 2,500 PSI.CONCRETE PAD SHALL HAVE A MINIMUM THICKNESS OF 4INCHES.
<br /> 1 i. 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 NEW CONCRETE PLACEMENT.CONCRETE S. ALL ELECTRICAL WIRES SHALL BE ENCLOSED IN METALLIC E=LECTRICAL CONDUIT OR WATER TIGHT FLEX
<br /> BY ENGINEER AND OWNER IN COMPANY WITH CONTRACTOR,AND THE OWNER HAS ACCEPTED PROJECT AS SHALLSECURELYSUPPORT4X4X1OGAUGEWELDEDWIREREINFORCEMENTATI-1/21NCHESCOVER. CONDUIT AS APPLICABLE.
<br /> COMPLETE.
<br /> 9. CONTRACTOR SHALL SCREEN ALL EXCAVATED SOIL FOR GASOLINE CONTAMINATION AND STOCKPILE IN g NEW ELECTRICAL SERVICE SHALL BE TEMPORARY OVERHEAD INSTALLATION PER PG&E GREENBOOK
<br /> 12. ONLYTHE OWNER OR ENGINEER MAYAUTHORIZE A CONTRACT`EXTRA:AND ISSUE AN ALTERATION OR A CHANGE SEPARATED'CLEAN"AND CONTAMINATED"PILES.ALL EXCAVATED SOIL SHALL BE STOCKPILED ON,AND SPECIFICATIONS.OWNER WILL 8E RESPONSIBLE FOR PG&E FEES.ELECTRICAL SERVICE SHALL BE 120j240
<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&RVICE.CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF
<br /> IMMEDIATELY COMMUNICATE WITH THE OWNER OR ENGINEER AND BE PREPARED TO QUOTE A FIRM PRICE OR A SOIL SHALL BE PROMPTLY DISPOSED OF AT CONTRACTOR'S EXPENSE AT APPROVED CLASS III LANDFILL. SERVICE INSTALLATION.
<br /> `NOTTO EXCEED"COST. OWNER SHALL BE RESPONSIBLE FOR DISPOSAL OF STOCKPILED'CONTAMINATED-SOIL.
<br /> 13. 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 INSTALLATION OF NEW PG&E GAS SERVICE AND INSTALLATION OF NEW
<br /> HE
<br /> DEBRIS,MOUNDS OF EARTH,OR ARTICLES OR EXCESS MATERIAL.SHALL REMAIN AFTER COMPLETION OF THE AS REQUIRED BYANYTRENCHING AND EXCAVATION. TGAS METER.CONTRACTOR SHALL PROVIDE BELOW AND ABOVE GRADE PIPING FROM THE METER TO
<br /> PROJECT. H£OXID]ZER.
<br /> 11, THE CONTRACTOR SHALL USE ONLY OCCUPANTAPPROVED ONSffE AREAS FOR STORING CONSTRUCTION
<br /> 14. CONTRACTOR SHALL ACCEPT THE PREMISES IN AS IS'CONDITION.NEITHER THE OWNER OR ENGINEER MAKES MATERIALSAND EQUIPMENT,AND FORSTOCKPIUNG EXCAVATED SOIL OR DEMOLITION DEBRIS.
<br /> ANY WARRANTIES,EXPRESSED OR IMPLIED,AS TO THE CONDITIONS OF.THE PREMISES INCLUDING,BUT NOT
<br /> LIMITED TO,FITNESS FOR ANY PARTICULAR PURPOSE.EXISTING DEBRIS OR STORED MATERIALTHAT HAS TO BE
<br /> MOVED SHALL BE MOVED BYCONTRACTORANDREPLACED UNDAMAGEDAFTER PROJECTCOMPLETION. QROFES$/f1,L,4
<br /> 15. CONTRACTOR SHALL INSTALL EQUIPMENT AND APPURTENANCES IN ACCORDANCE WITH RESPECTIVE
<br /> U MANUFACTURERS INSTALLATION MANUALS AND ACCORDANCE WITH UNIFORM PLUMBING CODE (UPC) AND @J !d
<br /> UNIFORM BUILDING CODE(UBC),AND NATIONAL ELECTRIC CODE(NEC),UNIFORM FERE CODE(UFO)STANDARDS Z
<br /> AND SPECIFICgTIONS. cc Qrn
<br /> 16. CONTRACTOR SHALL SUBMIT SITE SAFETY PLAN TO ENGINEER AND/OR OWNER A MINIMUM OF 10 WORKING
<br /> W DAYS PRIOR TO BEGINNING WORK.SITE SAFETY PLAN SHALL BE IN ACCORDANCE WITH U.S.DEPARTMENT OF �Q
<br /> LABOR,29 CFR 1910ANDCALIFORNIA CODE REGULATIONS,TITLE 8,SECTION 5192. j� (AML \P
<br /> U 17. CONTRACTOR SHALL PROVIDE BOTH ENGINEER AND OWNER WITH AS-BUILT DRAWINGS WITHIN 30 DAYS OF FINAL F CAI1��Q�
<br /> PERMIT APPROVAL, LEGIBLE AND ACCURATELY MARKED UP COPIES OF THE ORIGINAL DRAWINGS ARE
<br /> ACCEPTABLE.
<br /> Ir
<br /> 18. ENGINEER SHALL BE RESPONSIBLE FOR THE ACTS OR OMISSIONS, CONSTRUCTION MEANS, METHODS, DRAWN
<br /> TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS OF THE PR SHEET 2 OF 8
<br /> CONTRACTOR,SUBCONTRACTORS,OR ANYOTHER PERSONS PERFORMING WORKONTHE PROJECT.
<br /> APPR JAS RANCH MARKET
<br /> S E C O R 23569 SOUTH SANTA FE ROAD
<br /> 19. CONTRACTOR SHALL COORDINATE ALL WORK WITH OWNER TO MINIMIZE DISRUPTION TO BUSINESS OPERATIONS DATE RIVERBANK,CALIFORNIA
<br /> ANDTRAFFtc. International 21AUG2001 CONSTRUCTION NOTES
<br /> U Incorporated JOB NO.
<br /> � 1 077.43622.003
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