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Plans
PA2022-0180
PARCEL 10BOUNDARYBISON AVEHARTFORD DRHARTFORD DRCOUNTRYCLUB DRCHESTERFIELDWOODBURNESEABOROUGHBRITTANYWESTPORTJAMBOREE RDSOIL VAPOR EXTRACTION SYSTEMWELLHEADS, PIPING, AND SITEWORKFORMER FORD AERONUTRONIC PROPERTYNEWPORT BEACH, CALIFORNIANOT TO SCALESITE LOCATION MAPMEXICOARIZONAEUREKAREDDINGOREGONCALIFORNIANEVADACALIFORNIAFRESNOBAKERSFIELDSAN FRANCISCOSANTA BARBARALOS ANGELESSAN LUIS OBISPOPACIFI
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NNEVADACALIFORNIAC A L I F O R N I ASACRAMENTOPROJECTSITEOAKLANDSAN DIEGONEWPORT BEACHSITELOCATIONSITE VICINITY MAPSITE MAPFeet0 1000 2000Feet0100200TITLE SHEETFORMER FORD AERONUTRONIC PROPERTYNEWPORT BEACH, CALIFORNIAG-11DATENO.DSGNDRREVISIONCHKAPVDBYAPVD123456ABCDVERIFY SCALE BAR IS ONE INCH ONORIGINAL DRAWING.1"0DATEPROJDWGSHEETTHIS DRAWING IS THE PROPERTY OF WOOD, INCLUDING ALL PATENTED AND PATENTABLE FEATURES, AND/OR CONFIDENTIAL INFORMATION AND ITS USE IS CONDITIONED UPON THE USERS AGREEMENT NOT TOREPRODUCE THE DRAWING, IN WHOLE OR PART, NOR THE MATERIAL DESCRIBED THEREON, NOR THE USE OF THE DRAWING FOR ANY PURPOSE OTHER THAN SPECIFICALLY PERMITTED IN WRITING BY AMEC.FILE NAME: C:\Users\dave.oshea\Wood PLC\FORD-Newport - Documents\General\14 CAD\CIV\22_0803_p10permit\shts\G-01.dwg PLOT DATE: Wed, 03 Aug 2022 PLOT TIME: 10:01 AMOF8622397107DRAWING STATUS90% DESIGNSOIL VAPOR EXTRACTION SYSTEMWELLHEADS, PIPING, AND SITEWORKFORMER FORD AERONUTRONIC PROPERTYNEWPORT BEACH, CALIFORNIA108/5/20220ISSUE FOR PERMIT CEBACAC DMO ENM CEBSHEETNUMBERDRAWINGNUMBERDRAWING NAME1 G-1 TITLE SHEET2G-2 GENERAL NOTES3G-3 TOPOGRAPHIC SURVEY OF EXISTING CONDITIONS4G-4 EXISTING CONDITIONS WITH UTILITIES OVERLAY5G-5 EXISTING CONDITIONS - TREATMENT SYSTEM SITE6C-1 OVERALL WELLHEAD AND PIPING LAYOUT7C-2 TREATMENT SYSTEM BUILDING SITE PREPARATION8C-3 TREATMENT SYSTEM BUILDING SITE LAYOUT AND GRADING9C-4TREATMENT SYSTEM ELEVATION10C-5 OVERALL SITE RESTORATION PLANPA2022-0180
GENERAL NOTESFORMER FORD AERONUTRONIC PROPERTYNEWPORT BEACH, CALIFORNIAG-22GENERAL NOTESREMEDIATION IMPLEMENTATION WILL BE BY THE FOLLOWING PARTIES:REMEDIAL ACTION OWNER - FORD MOTOR COMPANYLEAD AGENCY - SANTA ANA REGIONAL WATER QUALITY CONTROL BOARD(SARWQCB)ENGINEER - WOOD ENVIRONMENT & INFRASTRUCTURE SOLUTIONS, INC.(WOOD)CONSTRUCTION MANAGER - WOODCONTRACTOR - PARTIES CONTRACTED BY CONSTRUCTION MANAGER TOPERFORM THE WORK1. ALL MATERIAL AND WORK IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORMTO THE CITY OF NEWPORT BEACH DESIGN CRITERIA & STANDARDDRAWINGS FOR PUBLIC WORKS CONSTRUCTION 2021 EDITION.2. THE TERM "FURNISH" MEANS THAT THE ITEM WILL BE PURCHASED ANDDELIVERED TO THE JOBSITE.3. THE TERM "PROVIDE" MEANS TO FURNISH AND INSTALL, COMPLETE ANDREADY FOR THE INTENDED USE. ITEMS FURNISHED BY THE OWNER SHALLBE INSTALLED BY THE CONTRACTOR.4. SEE SPECIFICATIONS FOR INFORMATION NOT GIVEN IN THESE GENERALNOTES OR SHOWN IN THESE PLANS. IF DISCREPANCIES BETWEEN THEPLANS AND SPECIFICATIONS OCCUR, THE PLANS GOVERN. ENGINEERSHALL BE NOTIFIED PRIOR TO PROCEEDING WORK.5. ALL WORK SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE, ANDLOCAL REGULATIONS AND ORDINANCES.SITE CONDITIONS NOTES1. HORIZONTAL COORDINATES ARE BASED UPON NORTH AMERICAN DATUMOF 1983 (NAD 83).2. ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF1988 (NAVD 88).3. EXISTING BASEMAP AND INDICATED PROPERTY LINES ARE AS PROVIDEDAND CONFIRMED BY GUIDA SURVEYING, INC.4. CONTRACTOR SHALL VISUALLY INSPECT THE SITE PRIOR TO MOBILIZATIONTO ASCERTAIN THE CONDITION OF EXISTING FEATURES AND FAMILIARIZEWITH PROPOSED WORK.5. PERFORM ALL WORK NECESSARY TO CLEAR AND GRUB THE SITE AND TOPERMIT INSTALLATION OF THE WORK. CONTRACTOR SHALL ONLY CLEARAND GRUB AREA WHERE WORK IS PLANNED THE FOLLOWING DAY.REMOVAL SHALL INCLUDE DIGGING OUT AND OFF-SITE DISPOSAL OFRUBBISH, DEBRIS, STUMPS, ROOTS, BRUSH, TREES, AND OTHER PLANTGROWTH, EXCEPT THOSE NOTED ON THE DRAWINGS TO REMAIN.6. PROTECT BENCHMARKS, SURVEY CONTROL POINTS, AND ANY EXISTINGIMPROVEMENTS, WHERE SHOWN ON THE DRAWINGS. RESTORE DAMAGEDIMPROVEMENTS TO THEIR ORIGINAL CONDITION, AS ACCEPTABLE TOOWNER.PERMITTING NOTES1. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARYPERMITS AND PROVIDE A COPY TO THE ENGINEER PRIOR TO BEGINNINGWORK, WITH THE EXCEPTION OF THE SOUTH COAST AIR QUALITYMANAGEMENT DISTRICT (SCAQMD) PERMIT.2. CONTRACTOR SHALL HAVE COPIES OF THE PLANS, SPECIFICATIONS, ANDPERMITS FOR THIS PROJECT ON THE SITE AT ALL TIMES. THEY SHALL BEFAMILIAR WITH ALL APPLICABLE STANDARDS, SPECIFICATIONS AND ANYOTHER CONDITION(S) RELATED TO THE PERMITS AND SHALL COMPLY WITHALL PROVISIONS OF THE PERMITS.3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMIT RELATEDINSPECTIONS. THE CONTRACTOR SHALL VERIFY THE ISSUANCE OF ANDPICK UP THE BUILDING PERMIT FROM THE CITY OF NEWPORT BEACH,PERMIT CENTER (100 CIVIC CENTER DRIVE, NEWPORT BEACH, CA 92660,(949) 718-1888) PRIOR TO THE START OF WORK.STAGING AND MATERIAL MANAGEMENT NOTES1. STAGING OF MATERIALS IS NOT ALLOWED WITHIN THE BAYRIDGE PARKCOMMUNITY. CONTRACTOR SHALL CONFIRM THE OFFSITE TEMPORARYSTAGING AREA AND SCHEDULE OF WORK WITH ENGINEER. REVISION OFTHE TEMPORARY STAGING AREA SHALL BE APPROVED IN ADVANCE BYENGINEER.2. TRAFFIC CONTROL PLANS WILL BE REQUIRED FOR ANY TRANSPORTATIONOF MATERIAL IN THE PUBLIC RIGHT OF WAY TO AND FROM SITE.3. STORMWATER POLLUTION PREVENTION MEASURES SHALL BE USED ONANY HAUL VEHICLES LEAVING SITE.4. ALL MANUFACTURED OR IMPORTED MATERIALS SHALL BE APPROVED BYTHE ENGINEER PRIOR TO THEIR USE. ALL REQUIREMENTS OF THOSEAPPROVALS SHALL BE FOLLOWED.SCHEDULING & COMMUNICATION NOTES1. ALL DATA, DRAWINGS, AND CORRESPONDENCE FROM LOWER-TIERMANUFACTURERS OR SUPPLIERS SHALL BE ROUTED THROUGH THECONTRACTOR TO THE ENGINEER.2. LIMITS OF WORK SHOWN ARE APPROXIMATE. CONTRACTOR SHALLCOORDINATE LIMITS OF WORK WITH ENGINEER AND THE OWNER.3. CONTRACTOR SHALL CONFIRM CONSTRUCTION SCHEDULE WITHENGINEER AT LEAST 72 HOURS PRIOR TO BEGINNING ANY WORK AT THESITE.4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWNON THE PLANS AND COMPARE ALL PLANS FOR CONFORMANCE AS TO THELAYOUT OF DIMENSIONS AND ELEVATIONS. CONTRACTOR SHALL NOTIFYENGINEER OF ANY DISCREPANCIES FOR CORRECTIVE ACTION PRIOR TOPROCEEDING WITH WORK.5. ENGINEER SHALL BE NOTIFIED OF ANY UNANTICIPATED CONDITIONS THATARE ENCOUNTERED AND WILL DETERMINE WHETHER DESIGN CHANGESWILL BE REQUIRED. THIS INCLUDES ANY UNANTICIPATED CONDITIONSTHAT HAVE THE POTENTIAL TO IMPACT THE CONSTRUCTION SCHEDULE.6. CONTRACTOR IS TO MAINTAIN AND PROVIDE ENGINEER WITH AN AS-BUILTMARKUP SET OF DRAWINGS AT THE COMPLETION OF ALL WORK, FOR THEENGINEER TO GENERATE THE RECORD AS-BUILT DRAWINGS.7. CONTRACTOR SHALL SEQUENCE, COORDINATE, AND CONDUCTDEMOLITION AND CONSTRUCTION OPERATIONS TO MAINTAIN CONTINUOUSPUBLIC SAFETY, DRAINAGE, AND UTILITY SERVICES TO EXISTINGFACILITIES REQUIRING THESE SERVICES. NOTIFY ENGINEER AT LEASTSEVEN (7) DAYS, WHEN FEASIBLE, UNLESS OTHERWISE APPROVED, INADVANCED OF INTERRUPTION OF ANY OF THESE SERVICES.8. THE PROPOSED CONSTRUCTION SCHEDULE SHALL BE PRESENTED IN ATIMELINE FORMAT SHOWING ESTIMATED START DATE, DURATION, ANDCOMPLETION TIMES FOR CRITICAL PATH ITEMS. THE ENGINEER WILLCOMPILE AND MAINTAIN AN OVERALL PROJECT SCHEDULE WITH INPUTFROM THE CONTRACTOR. THE CONTRACTOR SHALL COMMUNICATE ANYDEVIATION FROM THE ORIGINALLY PROPOSED SCHEDULE TO THEENGINEER WITHIN 24 HOURS.SAFETY NOTES1. ALL PERSONNEL INVOLVED SHALL FOLLOW THE REQUIREMENTS FOREXCAVATION CONTAINED IN THE STATE CONSTRUCTION SAFETY ORDERSENFORCED BY THE STATE DIVISION OF INDUSTRIAL SAFETY.2. CONTRACTOR SHALL ALWAYS BE SOLELY AND COMPLETELY RESPONSIBLEFOR CONDITIONS OF THE JOB SITE WITHIN LIMITS OF WORK INCLUDINGSAFETY OF PERSONS AND PROPERTY, AND FOR ALL NECESSARYINDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS. ALTHOUGHTHE ENGINEER'S JOB SITE REVIEW DOES INCLUDE REVIEW OF THEADEQUACY OF CONTRACTOR'S SAFETY PLAN, THE CONTRACTOR ISRESPONSIBLE FOR ALL SAFETY MATTERS ON THE JOB SITE.3. THERE IS POTENTIAL FOR EXPOSURE TO HAZARDOUS MATERIALS IN SOILAND GROUNDWATER DURING CONSTRUCTION. ALL WORK MUST BEPERFORMED IN COMPLIANCE WITH 29 CFR 1910.120(E).4. ENGINEER WILL PREPARE A HEALTH AND SAFETY PLAN THAT COMPLIESWITH FORD MOTOR COMPANY FACILITY HEALTH, SAFETY, ANDENVIRONMENT REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLEFOR PREPARING A HEALTH AND SAFETY PLAN TO COVER THEIR ACTIVITIESONSITE AND SHALL ALSO COMPLY WITH THE SITE-SPECIFIC HEALTH ANDSAFETY PLAN PREPARED BY THE ENGINEER.5. APPROPRIATE PERSONAL PROTECTIVE EQUIPMENT SHALL BE WORN INACCORDANCE WITH THE PROJECT'S APPROVED HEALTH AND SAFETYPLAN.6. ALL PERSONNEL WORKING ON SITE SHALL BE REQUIRED TO ATTEND ASITE-SPECIFIC SAFETY INTRODUCTION BEFORE STARTING ANY WORK ANDAT THE BEGINNING OF EACH SUBSEQUENT WORKDAY.UTILITY NOTES1. IT IS CONTRACTOR'S RESPONSIBILITY TO LOCATE, PROTECT, ANDMAINTAIN EXISTING UTILITIES, WHETHER OR NOT SHOWN ON THE PLANS.CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA;1-800-422-4133) A MINIMUM OF THREE WORKING DAYS PRIOR TO ANYWORK. CONTRACTOR SHALL RETAIN A PRIVATE UTILITY-LOCATINGCONTRACTOR TO LOCATE UTILITIES WITHIN THE WORK AREA WITHTRAINING PURSUANT TO CALIFORNIA GOVERNMENT CODE 4216 THROUGH4216.9, WHICH MEETS THE MINIMUM TRAINING GUIDELINES OF COMMONGROUND ALLOWANCE (CGA) CURRENT BEST PRACTICES.2. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE DRAWINGSWERE OBTAINED FROM A SITE SURVEY AND AVAILABLE RECORDS FROMTHE CITY OF NEWPORT BEACH AND UTILITY OWNERS. ALL EXISTING ANDABANDONED UTILITIES MAY NOT BE SHOWN ON THE DRAWINGS.3. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALLUNDERGROUND UTILITIES, SHOWN AND NOT SHOWN, AND TAKE ALLPRECAUTIONARY MEASURES NECESSARY TO AVOID CONTACT WITH SUCHWHICH MAY RESULT IN INJURY TO PERSONNEL OR DAMAGE TO FACILITIES.THE FINAL DETERMINATION OF EXACT LOCATIONS AND THE COST OFREPAIR TO DAMAGED FACILITIES IS THE RESPONSIBILITY OF CONTRACTOR.4. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS A MINIMUMDISTANCE OF 100 FEET IN ADVANCE OF TRENCHING TO DETERMINE THEEXACT LOCATION AND DEPTH OF ALL UTILITIES CROSSING THE SVECONDUITS TO MAKE NECESSARY ADJUSTMENTS IN GRADE TO CLEARTHESE UTILITIES. CONTRACTOR SHALL LOCATE EXISTING UTILITIES BYPOTHOLING OR OTHER METHODS APPROVED IN ADVANCED BY THEENGINEER.5. NO CONNECTION SHALL BE MADE TO ANY WATER MAIN, STORM DRAIN,ELECTRICAL SOURCE OR ANY OTHER UTILITY SYSTEM WITHOUT PRIORAPPROVAL FROM THE UTILITY AGENCY AND THE ENGINEER.6. WHERE INDICATED ON THE DRAWINGS OR AS REQUIRED TO CONSTRUCTTHE WORK, MODIFICATION OR RELOCATION OF EXISTING UNDERGROUNDUTILITIES OR STRUCTURES SHALL BE CONDUCTED BY THE CONTRACTOR.MODIFICATION OR RELOCATION WORK SHALL BE CONDUCTED INACCORDANCE WITH THE DRAWINGS AND THE UTILITY OWNER'SREQUIREMENTS.7. THE CONTRACTOR SHALL NOT COMMENCE MODIFYING OR RELOCATING AUTILITY WITHOUT APPROVAL FROM THE ENGINEER AND UTILITY OWNER.8. THE CONTRACTOR SHALL PERFORM MODIFICATION OR RELOCATION WORKWITHIN THE TIMEFRAME SPECIFIED BY THE UTILITY OWNER.STORMWATER, EROSION AND SEDIMENTATION NOTES1. STORMWATER POLLUTION CONTROLS SHALL BE IMPLEMENTED TOMINIMIZE RUNOFF OF SEDIMENT FROM CONSTRUCTION AREAS IN STORMWATER. CONTRACTOR SHALL COMPLY WITH ANY REQUIREMENTS FROMTHE CITY OF NEWPORT BEACH AND THE STORMWATER POLLUTIONPREVENT PLAN (SWPPP) PREPARED BY ENGINEER, AND ANY ADDITIONALREQUIREMENTS INCLUDED IN THE STATE WATER RESOURCES BOARDORDER 2009-009-DWQ (CONSTRUCTION GENERAL PERMIT), IF SUCH PERMITIS REQUIRED AND OBTAINED BY THE ENGINEER.2. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES WILL BECONSTRUCTED IN ACCORDANCE WITH THE SWPPP AND "CALTRANSSTATEWIDE STORMWATER MANAGEMENT PLAN." THESE MEASURES WILLBE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE OR IN THEIRPROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT PROTECTION ISESTABLISHED.3. ALL STORM DRAINAGE INLETS SHALL BE PROTECTED BY ONE OF THEPRACTICES ACCEPTED IN THE STANDARDS, AND PROTECTION SHALLREMAIN UNTIL PERMANENT STABILIZATION HAS BEEN ESTABLISHED.4. ALL EROSION CONTROL DEVICES AND BMPS SHALL BE MAINTAINED ANDPERIODICALLY INSPECTED, MAINTAINED AND CORRECTED BY THECONTRACTOR FOR THE DURATION OF CONSTRUCTION. ANY DAMAGEINCURRED BY EROSION SHALL BE RECTIFIED IMMEDIATELY.5. PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES. STREETSWEEPING CAN BE UTILIZED. DO NOT UTILIZE A FIRE OR GARDEN HOSE TOCLEAN ROADS.6. PROVIDE TEMPORARY EROSION AND SEDIMENTATION CONTROLMEASURES TO PREVENT SOIL EROSION AND DISCHARGE OF SOIL-BEARINGWATER RUNOFF OR AIRBORNE DUST TO ADJACENT PROPERTIES ANDWALKWAYS, ACCORDING TO EROSION AND SEDIMENTATION CONTROLDRAWINGS AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION7. STOCKPILE LOCATIONS SHALL BE COORDINATED WITH THE ENGINEERPRIOR TO CONSTRUCTION. WHEN EARTHWORK ACTIVITIES OCCUR, DUSTCONTROL MEASURES SHALL BE IMPLEMENTED TO MINIMIZE DUSTGENERATION. EXCAVATED SOIL SHALL BE HANDLED IN A MANNERCONSISTENT WITH THE REQUIREMENTS OF SCAQMD. AT A MINIMUM,CONTRACTOR SHALL STOCKPILE SOIL USING A MINIMUM 20-MILLIMETER(MIL) HIGH DENSITY POLYETHYLENE (HDPE) BOTTOM LINER WITH BERMEDSIDES CONSISTING OF 1 FOOT OF SOIL OR K RAILS. STOCKPILED MATERIALWILL BE COVERED WITH A WEIGHTED 10-MIL (MIN) HDPE COVER ANDSECURED DURING PERIODS WHEN MATERIAL IS NOT BEING ADDED ORREMOVED TO SUPPRESS THE EMISSION OF DUST AND VOCS, AND TOPREVENT EXPOSURE TO RAINWATER. ALL STOCKPILES SHALL BEENCIRCLED WITH STRAW WATTLES SECURED USING SANDBAGS. DURINGPERIODS OF ACTIVE USE, THE SOIL STOCKPILE WITH BE KEPT VISIBLYMOIST TO MINIMIZE DUST EMISSIONS. DURING REMOVAL OF IMPACTEDSOIL.8. DO NOT COMMENCE SITE CLEARING OPERATIONS UNTIL TEMPORARYEROSION- AND SEDIMENTATION-CONTROL MEASURES ARE IN PLACE.SITE CLEARING NOTES1. CONDUCT SITE CLEARING OPERATIONS TO MINIMIZE INTERFERENCE WITHROADS, STREETS, SIDEWALKS, AND ADJACENT PROPERTIES. DO NOTCLOSE OR OBSTRUCT STREETS, SIDEWALKS, OR ADJACENT PROPERTIESWITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION AND THEENGINEER.2. PROTECT TREES, PLANT GROWTH, AND FEATURES DESIGNATED ON THEDRAWINGS TO REMAIN AS FINAL LANDSCAPING.3. DISPOSAL: REMOVE SURPLUS SOIL MATERIAL, UNSUITABLE TOPSOIL,DEMOLISHED MATERIALS, AND WASTE MATERIALS INCLUDING TRASH ANDDEBRIS, AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY.TRENCHING, PIPING, BACKFILLING, AND COMPACTING NOTES1. ALL EXCAVATIONS DEEPER THAN ONE INCH SHALL BE PROPERLYBARRICADED AT ALL TIMES. ALL OPEN TRENCHES AND EXCAVATIONSSHALL BE COVERED WITH STEEL PLATES, EXCEPT WHEN THECONTRACTOR IS PHYSICALLY WORKING WITHIN THE AREA AND HASPLACED BARRICADES TO THE SATISFACTION OF THE ENGINEER.2. WHERE TREES AND STUMPS HAVE BEEN REMOVED, ALL DISTURBED ANDLOOSE SOILS SHALL BE REMOVED, AND THE CAVITIES BACKFILLED ANDCOMPACTED WITH APPROVED MATERIALS.3. CONTROLLED LOW STRENGTH MATERIAL (CLSM) AND PLACEMENT SHALLCONFORM TO STANDARD STD 323 OF CITY OF NEWPORT BEACH,DEPARTMENT OF PUBLIC WORKS. CONTENT SHALL BE CLASS 100-E-110(1-SACK) SLURRY.4. PLACEMENT OF CLSM FILL: THE CLSM SHALL BE PLACED AS FILL ORBACKFILL WITHIN 2.5 HOURS AFTER WATER IS ADDED TO THE MIX. THE CDFMIXTURE SHALL BE PLACED DIRECTLY INTO THE TRENCH.5. IMPORTED FILL SHALL BE FINE-GRAINED NON-ORGANIC MATERIAL FREEFROM PEAT, TRASH, METAL, PIECES OF WOOD, PARTS OF TREES, ROOTS,SHRUBS, SOD, ORGANIC MATTER, ROCKS LARGER THAN 2-INCHES, ANDOTHER DELETERIOUS MATERIAL. IMPORTED FILL SHALL MEET THEDEPARTMENT OF TOXIC SUBSTANCES CONTROL'S CLEAN FILL ADVISORYGUIDELINES.6. GRADATION REQUIREMENTS FOR PERMEABLE BASE MATERIAL ASFOLLOWS:7. EXPANSIVE CLAY (ANY CLAY HAVING EXPANSION INDEX EI>70) SHALL NOTBE USED. SOIL THAT CONTAINS MORE THAN 35 PERCENT BY THE WEIGHTOF MATERIAL RETAINED ON A U.S. STANDARD NO. 4 SIEVE SHALL NOT BEUSED.8. ALL FILL SHALL BE PLACED IN LOOSE LIFTS NOT TO EXCEED 6 INCHESLOOSE DEPTH AND COMPACTED TO NOT LESS THAN 90% OF THE MAXIMUMDRY DENSITY IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM D1557.9. BACKFILL IN TRENCH ZONE SHALL BE COMPACTED TO NOT LESS THAN 90PERCENT RELATIVE COMPACTION IN ACCORDANCE WITH THEREQUIREMENTS OF ASTM D1557.10. TRENCHING AND BACKFILL MATERIAL WHICH DOES NOT MEET THESPECIFICATIONS SHALL BE REMOVED AND REPLACED AT NO ADDITIONALEXPENSE TO THE OWNER.11. POLYVINYL CHLORIDE (PVC) PIPE: SCHEDULE 40 AND 80 PVC PIPE SHALLCONFORM TO ASTM D1785. JOINTS SHALL BE LOW VOC SOLVENT CEMENTJOINTS IN ACCORDANCE WITH ASTM D2672. SCHEDULE 40 AND SCHEDULE80 PVC FITTINGS SHALL CONFORM TO ASTM D2466 AND ASTM D2467,RESPECTIVELY.12. PRIOR TO BACKFILL, CONTRACTOR SHALL VACUUM TEST ALL PIPING ANDFITTINGS. APPLY VACUUM AT 100 INCHES OF WATER TO THE PIPING ANDFITTINGS AND HOLD FOR 2 HOURS. DURING THE TEST, VACUUM SHALL NOTDROP MORE THAN 5%. MEASUREMENTS TO BE TAKEN ONCE EVERYTWENTY MINUTES. RESTORATION NOTES1. TRENCH RESURFACING: ALL WORK INVOLVING ASPHALT CONCRETE SHALLBE IN ACCORDANCE WITH CITY OF NEWPORT BEACH, DEPARTMENT OFPUBLIC WORKS STANDARDS AND AS DETAILED ON THE DRAWINGS.2. ALL SURFACE MATERIALS SHALL BE RESTORED TO MATCH EXISTINGMATERIALS AND CONDITIONS. MATERIALS THAT MAY BE REQUIRED TORESTORE SURFACES INCLUDE CONCRETE, ASPHALTIC CONCRETE,SOIL/LANDSCAPING, AND PAVERS.3. REPLACE SURFACE IMPROVEMENTS DAMAGED BY WORK OPERATIONSWITH THE EXISTING TYPE OF CONSTRUCTION TO AN EQUAL OR BETTERCONDITION.4. CONDUCT WORK OPERATIONS SUCH THAT AN ENTIRE AREA CAN BE PAVEDWITHOUT INTERRUPTIONS.5. REMOVE EROSION AND SEDIMENTATION CONTROLS AND RESTORE ANDSTABILIZE AREAS DISTURBED DURING REMOVAL.DATENO.DSGNDRREVISIONCHKAPVDBYAPVD123456ABCDVERIFY SCALE BAR IS ONE INCH ONORIGINAL DRAWING.1"0DATEPROJDWGSHEETTHIS DRAWING IS THE PROPERTY OF WOOD, INCLUDING ALL PATENTED AND PATENTABLE FEATURES, AND/OR CONFIDENTIAL INFORMATION AND ITS USE IS CONDITIONED UPON THE USERS AGREEMENT NOT TOREPRODUCE THE DRAWING, IN WHOLE OR PART, NOR THE MATERIAL DESCRIBED THEREON, NOR THE USE OF THE DRAWING FOR ANY PURPOSE OTHER THAN SPECIFICALLY PERMITTED IN WRITING BY AMEC.FILE NAME: C:\Users\dave.oshea\Wood PLC\FORD-Newport - Documents\General\14 CAD\CIV\22_0803_p10permit\shts\G-02.dwg PLOT DATE: Wed, 03 Aug 2022 PLOT TIME: 10:05 AMOF8622397107DRAWING STATUS90% DESIGNSOIL VAPOR EXTRACTION SYSTEMWELLHEADS, PIPING, AND SITEWORKFORMER FORD AERONUTRONIC PROPERTYNEWPORT BEACH, CALIFORNIA108/5/20220ISSUE FOR PERMIT CEBACAC DMO ENM CEB PA2022-0180
Benchmark Note:
Datum Statement:REVISIONSNEWPORT BEACH, CAFORMER FORD AERONUTRONIC PROPERTYDate of Survey:GUIDA SURVEYING INC.EMAIL: GSICORP @ GUIDASURVEYING.COMIRVINE, CALIFORNIA 92618(949) 777-2000 FAX (949) 777-20509241 IRVINE BOULEVARD, SUITE 100NOTE:
WITHOUT THE WRITTEN CONSENT OF GUIDA SURVEYING, INC.
RELIEVES GUIDA SURVEYING, INC. OF ANY AND ALL LIABILITY.
ANY CHANGES MADE TO THE INFORMATION ON THIS PLAN
Surveyor's Statement:
AT RF
E O OCALIFFP.L.S. 7542PRO
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T MITESSIO N A L L AND
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RYTDATE: 10/26/2021
DATE: 11/12/2021
FIELD: JG
OFFICE
PROJECT NO: 0121-02376
FILE: 0119-02173_TOPO.dwg
DRAWN: S.H
CHECKED: G.ASOIL VAPOR EXTRACTION SYSTEMPA2022-0180
WOODBURNEWESTPORTHARTFORD DRSEABOROUGHHARTFORD DRBRITTANYPSG-10-1PSG-10-10PSG-10-11PSG-10-12PSG-10-13PSG-10-14PSG-10-15PSG-10-16PSG-10-17PSG-10-18PSG-10-19PSG-10-2PSG-10-20PSG-10-21PSG-10-22PSG-10-23PSG-10-24PSG-10-25PSG-10-26PSG-10-27PSG-10-28PSG-10-29PSG-10-3PSG-10-30PSG-10-31PSG-10-32PSG-10-33PSG-10-34PSG-10-35PSG-10-36PSG-10-37PSG-10-38PSG-10-39PSG-10-4PSG-10-40PSG-10-41PSG-10-5PSG-10-6PSG-10-7PSG-10-8PSG-10-9SG-43SG-10-01SG-10-03ASG-10-04SG-10-02SG-10-03BSG-10-05SG-10-03P-57P-58P-59P-60?CITY EASEMENT6'-0"Feet03060EXISTING CONDITIONSWITH UTILITIES OVERLAYFORMER FORD AERONUTRONIC PROPERTYNEWPORT BEACH, CALIFORNIADATENO.DSGNDRREVISIONCHKAPVDBYAPVD123456ABCDVERIFY SCALE BAR IS ONE INCH ONORIGINAL DRAWING.1"0DATEPROJDWGSHEETTHIS DRAWING IS THE PROPERTY OF WOOD, INCLUDING ALL PATENTED AND PATENTABLE FEATURES, AND/OR CONFIDENTIAL INFORMATION AND ITS USE IS CONDITIONED UPON THE USERS AGREEMENT NOT TOREPRODUCE THE DRAWING, IN WHOLE OR PART, NOR THE MATERIAL DESCRIBED THEREON, NOR THE USE OF THE DRAWING FOR ANY PURPOSE OTHER THAN SPECIFICALLY PERMITTED IN WRITING BY AMEC.FILE NAME: C:\Users\dave.oshea\Wood PLC\FORD-Newport - Documents\General\14 CAD\CIV\22_0803_p10permit\shts\G-04.dwg PLOT DATE: Wed, 03 Aug 2022 PLOT TIME: 1:06 PMOF8622397107DRAWING STATUS90% DESIGNSOIL VAPOR EXTRACTION SYSTEMWELLHEADS, PIPING, AND SITEWORKFORMER FORD AERONUTRONIC PROPERTYNEWPORT BEACH, CALIFORNIA108/5/20220ISSUE FOR PERMIT CEBACAC DMO ENM CEBG-44SYMBOLSWATER LINE (CITY OF NEWPORT BEACH)SANITARY SEWER LINE (CITY OF NEWPORT BEACH)STORM DRAIN LINE (CITY OF NEWPORT BEACH)ELECTRIC LINE (SOUTHERN CALIFORNIA EDISON)GAS LINE (SOCAL GAS)TELECOM LINE (AT&T)BAYRIDGE PARK PROPERTY BOUNDARYSANITARY SEWER MANHOLESTORM DRAIN MANHOLESEWER CLEANOUTWATER METERLITEPWATER CONTROL VALVEIRRIGATION CONTROL VALVEVALVEFIRE HYDRANTELECTRICAL PULL BOXSTREET LIGHT PULL BOXELECTLRSIGNAREA LIGHTFOUNDATION MONUMENTSOIL GAS PROBEPERIMETER SOIL GAS PROBEGROUNDWATER MONITORING WELLPSG-10-3SG-43P-57FOR EXISTING CONDITIONS ATFUTURE TREATMENT SITEREFER TO DRAWING G-5NOTE1. REFER TO UTILITY NOTES ON DRAWING G-2.2. ALL STREETS IN PARCEL 10 ARE CITY OFNEWPORT BEACH PUBLIC UTILITY EASEMENTS.PA2022-0180
TTTTTTTTTTTTTTTTTTTTTTEEEEEEEEEEEEEEEEEEEEEW W W W W W W W ?CITY EASEMENT 6'-0""CITY EASEMENT 6'-0""BAYRIDGE PARKPROPERTY BOUNDARYEXISTING CONDITIONSTREATMENT SYSTEM SITEFORMER FORD AERONUTRONIC PROPERTYNEWPORT BEACH, CALIFORNIAG-55DATENO.DSGNDRREVISIONCHKAPVDBYAPVD123456ABCDVERIFY SCALE BAR IS ONE INCH ONORIGINAL DRAWING.1"0DATEPROJDWGSHEETTHIS DRAWING IS THE PROPERTY OF WOOD, INCLUDING ALL PATENTED AND PATENTABLE FEATURES, AND/OR CONFIDENTIAL INFORMATION AND ITS USE IS CONDITIONED UPON THE USERS AGREEMENT NOT TOREPRODUCE THE DRAWING, IN WHOLE OR PART, NOR THE MATERIAL DESCRIBED THEREON, NOR THE USE OF THE DRAWING FOR ANY PURPOSE OTHER THAN SPECIFICALLY PERMITTED IN WRITING BY AMEC.FILE NAME: C:\Users\dave.oshea\Wood PLC\FORD-Newport - Documents\General\14 CAD\CIV\22_0803_p10permit\shts\G-05.dwg PLOT DATE: Wed, 03 Aug 2022 PLOT TIME: 1:11 PMOF8622397107DRAWING STATUS90% DESIGNSOIL VAPOR EXTRACTION SYSTEMWELLHEADS, PIPING, AND SITEWORKFORMER FORD AERONUTRONIC PROPERTYNEWPORT BEACH, CALIFORNIA108/5/20220ISSUE FOR PERMIT CEBACAC DMO ENM CEBFeet02496 HARTFORD DRIVEACCESS GATE NORMALLY CLOSEDGRASSCRETESURFACING96 HARTFORD DRIVELANDSCAPED AREACONCRETE PEDESTRIAN PATHLEGEND ICV = IRRIGATION CONTROL VALVEWATER LINE (CITY OF NEWPORT BEACH)ELECTRIC LINE (SOUTHERN CALIFORNIA EDISONTELECOM LINE (AT&T)GRASSCRETE SURFACINGWETNOTES1. FOR GENERAL NOTES REFER TO DRAWING G-2.2. BASED ON THE TOPOGRAPHIC SURVEY BY GUIDASURVEYING, INC. SEE DRAWING G-3FIRE LANEPA2022-0180
WOODBURNEWESTPORTHARTFORD DRSEABOROUGHHARTFORD DRBRITTANY4"6"4"4"4"4"4"4"4"4"4"4"4"4"4"6"6"6"6"6"6"6"8"8"8"8"BRADBURYCITY EASEMENT6'-0"?Feet03060OVERALL WELLHEAD AND PIPING LAYOUTFORMER FORD AERONUTRONIC PROPERTYNEWPORT BEACH, CALIFORNIADATENO.DSGNDRREVISIONCHKAPVDBYAPVD123456ABCDVERIFY SCALE BAR IS ONE INCH ONORIGINAL DRAWING.1"0DATEPROJDWGSHEETTHIS DRAWING IS THE PROPERTY OF WOOD, INCLUDING ALL PATENTED AND PATENTABLE FEATURES, AND/OR CONFIDENTIAL INFORMATION AND ITS USE IS CONDITIONED UPON THE USERS AGREEMENT NOT TOREPRODUCE THE DRAWING, IN WHOLE OR PART, NOR THE MATERIAL DESCRIBED THEREON, NOR THE USE OF THE DRAWING FOR ANY PURPOSE OTHER THAN SPECIFICALLY PERMITTED IN WRITING BY AMEC.FILE NAME: C:\Users\dave.oshea\Wood PLC\FORD-Newport - Documents\General\14 CAD\CIV\22_0803_p10permit\shts\C-01.dwg PLOT DATE: Wed, 03 Aug 2022 PLOT TIME: 2:02 PMOF8622397107DRAWING STATUS90% DESIGNSOIL VAPOR EXTRACTION SYSTEMWELLHEADS, PIPING, AND SITEWORKFORMER FORD AERONUTRONIC PROPERTYNEWPORT BEACH, CALIFORNIA108/5/20220ISSUE FOR PERMIT CEBACAC DMO ENM CEBC-16SYMBOLSWATER LINESANITARY SEWER LINESTORM DRAIN LINEELECTRIC LINEGAS LINETELECOM LINEUNDERGROUND SVE PIPINGBAYRDIGE PARK PROPERTY BOUNDARYSOIL VAPOR EXTRACTION WELLCONDENSATE SEPARATORSANITARY SEWER MANHOLESTORM DRAIN MANHOLESEWER CLEANOUTWATER METERLITEPWATER CONTROL VALVEIRRIGATION CONTROL VALVEVALVEFIRE HYDRANTELECTRICAL PULL BOXSTREET LIGHT PULL BOXELECTLRSIGNAREA LIGHTFOUNDATION MONUMENTSOIL GAS PROBEPERIMETER SOIL GAS PROBEGROUNDWATER MONITORING WELLPA2022-0180
#96 HARTFORD DRIVENO ACCESS TO THE SITE FROM COUNTRY CLUB DRIVE(ACCESS FROM HARTFORD DRIVE ONLY)NOTES:1. FOR GENERAL NOTES REFER TO DRAWING G-2.2. IMPLEMENT EROSION CONTROLS AND DUST CONTROL IN ACCORDANCEWITH NOTES ON G-2 AND CITY REQUIREMENTS.3. DURING THE WORK, MAINTAIN PUBLIC ACCESS, INCLUDING DISABLEDACCESS, USING DIVERSIONS IF NECESSARY.4. REMOVE AND REPLACE GRASSCRETE IN ACCORDANCE WITH THEGRASSCRETE DESIGN AND INSTALLATION GUIDES. MATCH EXISTINGTHICKNESS OF GRAVEL BASE#94 HARTFORD DRIVELEGENDGRASSCRETEFOOTPRINT OF FUTURETREATMENT SYSTEM BUILDINGAPPROXIMATE LIMITS OF WORK FORTREATMENT SYSTEM BUILDINGCONSTRUCTIONVEGETATION TO BE REMOVEDTTTTTTTTTTTTTTTTTTTTEEEEEEEEEEEEEEEEEEEFIRE LANEMAINTAIN ACCESS DURING THE WORKW W W W W W W W ?TO HARTFORD DRIVESITE ACCESS FROM HARTFORD DRIVE ONLYCITY EASEMENT 6'-0"CITY EASEMENT 6'-0"TREATMENT SYSTEM BUILDING SITE PERPERATIONFORMER FORD AERONUTRONIC PROPERTYNEWPORT BEACH, CALIFORNIAC-27DATENO.DSGNDRREVISIONCHKAPVDBYAPVD123456ABCDVERIFY SCALE BAR IS ONE INCH ONORIGINAL DRAWING.1"0DATEPROJDWGSHEETTHIS DRAWING IS THE PROPERTY OF WOOD, INCLUDING ALL PATENTED AND PATENTABLE FEATURES, AND/OR CONFIDENTIAL INFORMATION AND ITS USE IS CONDITIONED UPON THE USERS AGREEMENT NOT TOREPRODUCE THE DRAWING, IN WHOLE OR PART, NOR THE MATERIAL DESCRIBED THEREON, NOR THE USE OF THE DRAWING FOR ANY PURPOSE OTHER THAN SPECIFICALLY PERMITTED IN WRITING BY AMEC.FILE NAME: C:\Users\dave.oshea\Wood PLC\FORD-Newport - Documents\General\14 CAD\CIV\22_0803_p10permit\shts\C-02.dwg PLOT DATE: Wed, 03 Aug 2022 PLOT TIME: 1:28 PMOF8622397107DRAWING STATUS90% DESIGNSOIL VAPOR EXTRACTION SYSTEMWELLHEADS, PIPING, AND SITEWORKFORMER FORD AERONUTRONIC PROPERTYNEWPORT BEACH, CALIFORNIA108/5/20220ISSUE FOR PERMIT CEBACAC DMO ENM CEBFeet024PA2022-0180
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TREATMENT SYSTEM BUILDING ELEVATIONSFORMER FORD AERONUTRONIC PROPERTYNEWPORT BEACH, CALIFORNIAC-912/20/20212114DATENO.DSGNDRREVISIONCHKAPVDBYAPVD123456ABCDVERIFY SCALE BAR IS ONE INCH ONORIGINAL DRAWING.1"0DATEPROJDWGSHEETTHIS DRAWING IS THE PROPERTY OF AMEC, INCLUDING ALL PATENTED AND PATENTABLE FEATURES, AND/OR CONFIDENTIAL INFORMATION AND ITS USE IS CONDITIONED UPON THE USERS AGREEMENT NOT TOREPRODUCE THE DRAWING, IN WHOLE OR PART, NOR THE MATERIAL DESCRIBED THEREON, NOR THE USE OF THE DRAWING FOR ANY PURPOSE OTHER THAN SPECIFICALLY PERMITTED IN WRITING BY AMEC.FILE NAME: C:\Users\dave.oshea\Wood PLC\FORD-Newport - Documents\General\14 CAD\CIV\22_0207_p10sve\shts\C-09.dwg PLOT DATE: Fri, 25 Mar 2022 PLOT TIME: 1:49 PMOF8620397107DRAWING STATUS60% DESIGNSOIL VAPOR EXTRACTION SYSTEMFORMER FORD AERONUTRONIC PROPERTYNEWPORT BEACH, CALIFORNIAPA2022-0180
WOODBURNEWESTPORTHARTFORD DRSEABOROUGHHARTFORD DRBRITTANYPSG-10-1PSG-10-10PSG-10-11PSG-10-12PSG-10-13PSG-10-14PSG-10-15PSG-10-16PSG-10-17PSG-10-18PSG-10-19PSG-10-2PSG-10-20PSG-10-21PSG-10-22PSG-10-23PSG-10-24PSG-10-25PSG-10-26PSG-10-27PSG-10-28PSG-10-29PSG-10-3PSG-10-30PSG-10-31PSG-10-32PSG-10-33PSG-10-34PSG-10-35PSG-10-36PSG-10-37PSG-10-38PSG-10-39PSG-10-4PSG-10-40PSG-10-41PSG-10-5PSG-10-6PSG-10-7PSG-10-8PSG-10-9SG-43SG-10-01SG-10-03ASG-10-04SG-10-02SG-10-03BSG-10-05SG-10-034"6"4"4"4"4"4"4"4"4"4"4"4"4"4"6"6"6"6"6"6"6"8"8"8"8"SVE-10-12SVE-10-11SVE-10-10SVE-10-09SVE-10-08SVE-10-13SVE-10-03SVE-10-04SVE-10-02SVE-10-07SVE-10-06SVE-10-01DSVE-10-05P-57P-58P-59P-60CITY EASEMENT6'-0"?BAYRIDGE PARKPROPERTYBOUNDARYFeet03060OVERALL SITE RESTORATION PLANFORMER FORD AERONUTRONIC PROPERTYNEWPORT BEACH, CALIFORNIADATENO.DSGNDRREVISIONCHKAPVDBYAPVD123456ABCDVERIFY SCALE BAR IS ONE INCH ONORIGINAL DRAWING.1"0DATEPROJDWGSHEETTHIS DRAWING IS THE PROPERTY OF WOOD, INCLUDING ALL PATENTED AND PATENTABLE FEATURES, AND/OR CONFIDENTIAL INFORMATION AND ITS USE IS CONDITIONED UPON THE USERS AGREEMENT NOT TOREPRODUCE THE DRAWING, IN WHOLE OR PART, NOR THE MATERIAL DESCRIBED THEREON, NOR THE USE OF THE DRAWING FOR ANY PURPOSE OTHER THAN SPECIFICALLY PERMITTED IN WRITING BY AMEC.FILE NAME: C:\Users\dave.oshea\Wood PLC\FORD-Newport - Documents\General\14 CAD\CIV\22_0803_p10permit\shts\C-05.dwg PLOT DATE: Wed, 03 Aug 2022 PLOT TIME: 1:44 PMOF8622397107DRAWING STATUS90% DESIGNSOIL VAPOR EXTRACTION SYSTEMWELLHEADS, PIPING, AND SITEWORKFORMER FORD AERONUTRONIC PROPERTYNEWPORT BEACH, CALIFORNIA108/5/20220ISSUE FOR PERMIT CEBACAC DMO ENM CEBC-1010SYMBOLSWATER LINESANITARY SEWER LINESTORM DRAIN LINEELECTRIC LINEGAS LINETELECOM LINEUNDERGROUND SVE PIPINGSOIL VAPOR EXTRACTION WELLSANITARY SEWER MANHOLESTORM DRAIN MANHOLESEWER CLEANOUTWATER METERLITEPWATER CONTROL VALVEIRRIGATION CONTROL VALVEVALVEFIRE HYDRANTELECTRICAL PULL BOXSTREET LIGHT PULL BOXELECTLRSIGNAREA LIGHTFOUNDATION MONUMENTSOIL GAS PROBEPERIMETER SOIL GAS PROBEMONITORING WELLAREA TO BE REPAVED WITH 2" OF ASPHALTIC CONCRETEAFTER COMPLETION OF WORKAREA OF LANDSCAPE AND HARDSCAPE TO BE RESTOREDTO EXISTING CONDITIONS AFTER COMPLETION OF WORKAREA OF GRASSCRETE TO BE REMOVED AND REPLACEDEXTENT OF CROSS-GUTTER TO BE REMOVED ANDREPLACED. SEE PIPING PLAN AND PROFILE DRAWINGS.PSG-10-3SG-43 NOTES1. WEATHER LIMITATIONS: DO NOT PAVE WHEN THE ATMOSPHERIC TEMPERATURE ISBELOW 40F OR WHEN THE BASE IS WET.2. MACHINE GRIND AND HAUL TO DUMP APPROXIMATELY 62,620 SQ FT OF FAILEDASPHALT AT 2” IN DEPTH.3. CLEAN AND APPLY “TACK COAT” (FOR PROPER BONDING OF NEW ASPHALT) TOAPPROXIMATELY 62,620 SQ FT OF FAILED PAVEMENT.4. MACHINE PAVE APPROXIMATELY 62,620 SQ FT OF PAVEMENT WITH UP TO 2” VARIABLETHICKNESS OF HOT ASPHALT (AFTER COMPACTION).5. THE PAVEMENT SHALL CONSIST OF A MIXTURE OF MINERAL AGGREGATE ANDBITUMINOUS BINDER MIXED AT A CENTRAL MIXING PLANT, SPREAD AND COMPACTEDON THE PREPARED BASE COURSE, AND PLACED IN CONFORMITY WITH THE LINES,GRADES, AND DIMENSIONS SHOWN ON THE DRAWINGS, OR AS DIRECTED BY THEENGINEER.6. COMPACT ASPHALT TO MAXIMUM COMPACTION USING MACHINE ROLLER AND/ORVIBRATORY EQUIPMENT.7. CUT BACK RAGGED AND FEATHERED EDGES TO A NEAT LINE BY MEANS OF ACONCRETE SAW. SAW CUTS SHALL BE VERTICAL AND IN A STRAIGHT LINE AS NEARLYPARALLEL TO THE CENTERLINE OF THE TRENCH AS PRACTICABLE.8. CONDUCT A WATER FLOOD TEST IN THE PRESENCE OF THE ENGINEER UPONCOMPLETION OF ALL PAVING OPERATIONS.9. FLOOD PAVEMENT UNIFORMLY, AND CORRECT BIRD BATHS AND DEPRESSIONSWHERE WATER PONDS MORE THAN 1/4-INCH IN ANY DIMENSION.10. REMOVE MATERIALS IN THE AREAS TO BE REPAIRED TO PROVIDE A MINIMUM LAYINGDEPTH OF ONE INCH. PATCH CUT AREAS AS SPECIFIED IN THIS SECTION.FEATHER-EDGE JOINTS WILL NOT BE PERMITTED.PA2022-0180