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PA2022-0172
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PA2022-0172
PA2022-0172
PA2022-0172
PA2022-0172
1 5G-01COVER SHEET d'zn engineeringPLANS PREPARED BY: 26 Sep 2022 01-CVR-700 W Oceanfront Blvd.dwg THESE PLANS WERE PREPAREDUNDER THE SUPERVISION OF:INMISSEDALONLA-AENGAE PR
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FORNIICS EXP. ETATOFV12/31/23CEER166 MATISSE CIRCLEALISO VIEJO, CA 92656TEL: (949) 305-8920CLIENT/OWNER:DR. EVAN&BRYNTHOMAS700 W Oceanfront BlvdNewport Beach, CA 92661Contact: Katelynn Rodgers ofBrion Jeannette ArchitectureT: 949.645.5854 ext. 218SHEET TITLEPROJECT_ADDRESS 700 W Oceanfront BlvdNewport Beach, CA 92661BENCHMARKBENCHMARK NO: 1E-122-14DESCRIBED BY OCS 2014 - FOUND 4” OCSALUMINUM BENCHMARK DISK STAMPED“1E-122-14” ON THE SOUTHWEST CORNER OFA 4’ CATCH BASIN. MONUMENT IS LOCATEDALONG THE SOUTH SIDE OF W. BALBOABLVD., 133’ WEST OF THE C/L OF 7THST. @ ADDRESS 709. MONUMENT IS LEVELWITH THE SIDEWALK.ELEVATION: 9.179 FEET (NAVD88)YEAR LEVELED 2015THE BEARINGS SHOWN HEREON AREBASED ON THE CENTERLINE OFSEVENTH STREET HAVING A BEARINGOF N12°18'35"E PER RS 2018-1107,RSB 303/28APN: 048-023-12DATE:26-SEPT-2022ENGINEER:R. DEMA-ALACHECKER:R. DEMA-ALAPROJECT_No:2184REVISIONSSTATUS:SUBMITTAL 1SHEETOF SHEETSBASIS OF BEARINGS:PA2022-0172VICINITY MAPPROPOSED RESIDENCEARCHITECT:G-02PRECISE GRADING PLANCOVER SHEETSHEET INDEXG-01DZN ENGINEERNG166 MATISSE CIRCLEALISO VIEJO, CA 92656TEL: 949-305-8920CONTACT: RONIE DEMA-ALACIVIL ENGINEER:EARTHWORK QUANTITIESSOILS ENGINEER:NOTES TO OWNER, CONTRACTOR & ARCHITECTCONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTIONPRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITYFOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OFALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BELIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND,INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, INCNNECTION WITH THE PERFORMANCE OF WORK ON PROJECT.THE ESTIMATE OF QUANTITIES AS SHOWN HEREONARE PROVIDED ONLY FOR THE PURPOSE OFSATISFYING PLAN INFORMATION REQUIREMENTS.THE CONTRACTOR SHALL PERFORM ANINDEPENDENT ESTIMATE OF ALL QUANTITIES AS ABASIS FOR HIS BIDS AND CONTRACTS.DRAINAGE DETAILSDRAINAGE METHODOLOGYTHE PROPOSED METHOD OF DRAINAGE FOR THIS PROJECT INVOLVES THE COLLECTION OFSURFACE DRAINAGE IN LANDSCAPED AREAS AND THE COLLECTION OF FLOWS VIA AREA DRAINSAND ENTRANCE INTO A SUBTERRANEAN DRAIN PIPE NETWORK TO SAFELY DISCHARGE STORMRUNOFF TO THE EXISTING MAINLINE STORM DRAIN SYSTEM. ROOF DOWNSPOUTS AND DECKDRAINS WILL CONNECT DIRECTLY TO NEAREST AREA DRAINS.ALL EXISTING TOPOGRAPHY AND PROPOSED GRADES SHOULD BE FIELD VERIFIED.NO UTILITY SEARCH WAS CONDUCTED. A UTILITY SEARCH BY THE CONTRACTOR SHOULD BE CONDUCTED AND ITSHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIESOR STRUCTURE FOUND ON THE SITE AND TO NOTIFY THE OWNERS OF THE UTILITIES IMMEDIATELY UPON THEIRDISCOVERY.EARTHWORK AND OTHER CONSTRUCTION ITEM QUANTITIES SHOWN ON THESE PLANS ARE ESTIMATES FOR AGENCYSUBMITTAL AND NOT TO BE USED FOR CONSTRUCTION COST ESTIMATES FOR BIDDING PURPOSES. CONTRACTOR (S)MUST DEVELOP OWN QUANTITIES FOR BIDDING PURPOSES.A SOILS INVESTIGATION MUST BE MADE BY A QUALIFIED SOILS ENGINEER AND/OR GEOLOGIST. SOIL AND EARTHACCEPTABILITY ARE NOT UNDER PURVIEW OR THE RESPONSIBITLITY OF DESIGN ENGINEER FOR THIS PLAN. DZNE,INC. DOES NOT TEST OR OBSERVE SOIL CONDITIONS PRIOR TO, DURING OR AFTER CONSTRUCTION AND HAS NORESPONSIBILITY FOR SOILS (EARTH) STRUCTURES.ALL RETAINING WALL DESIGNS ARE TO BE BUILT PER STRUCTURAL ENGINEER'S PLAN AND NOT BY INFORMATIONSHOWN ON THIS PLAN. DESIGN OF RETAINING WALL IS BY OTHERS, NOT DZNE, INC.1.2.3.4.5.6.PROJECT TEAMALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC),THE PROJECT SOILSREPORT AND SPECIAL REQUIREMENTS OF THE PERMIT.1.DUST SHALL BE CONTROLLED BY WATERING AND/OF JUST PALLIATIVE.2.SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING CONSTRUCTION PERIOD.3.WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH FRIDAY; 8:00 AM TO 6:00 PMSATURDAYS; AND NO WORK ON SUNDAYS AND HOLIDAYS PER SECTION 10-28 OF THE NBMC.4.NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE NBMC.5.THE STAMPED SET OF THE APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES.6.PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES.7.APPROVED SHORING, DRAINAGE PROVISION AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOININGPROPERTIES DURING THE GRADING OPERATION.8.CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE ANDAPPROVED BY THE BUILDING OFFICIAL.9.HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER ANDPROCEDURES SHALL CONFORM WITH CHAPTER 15 OF THE NBMC.10.POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDINGS AND SLOPE AREAS.11.FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES ON-SITE AT THEAPPROPRIATE TIMES SHALL RESULT IN A "STOP WORK" ORDER.12.ALL PLATIC DRAINAGE PIPES SHALL CONSIST OF PVC OR ABS PLASTIC SCHEDULE 40 OR SDR 35 OR ADS 3000WITH GLUED JOINTS.13.TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15.1.EROSION CONTROL DEVICES SHALL BE AVAILABLE ON-SITE BETWEEN OCTOBER 15 AND MAY 15.2.BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACHWORKING DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OFTHE YEAR, THEY SHALL BE IN PLACE AT THE END OF WORKING DAY, WHENEVER THE DAILY RAINFALL PROBBABILITYEXCEEDS 50 PERCENT.3.TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHALL BE INSTALLED FOR THE DURATION OF THE PROJECT.4.A PRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWINGPEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGISTS, CITYBUILDING INSPECTOR OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THEMEETING.1.A PRE-PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF THE SUB-GRADE PREPARATION FORTHE PAVING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, PAVING CONTRACTORS, DESIGN CIVIL ENGINEER, SOILSENGINEER, CITY BULDING INSPECTOR OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINEDAT THE MEETING.2.NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE, SHALL BE ALLOWED TO ENTER STREETS CURBS,GUTTERS OR STORM DRAINS. ALL MATERIAL SHALL AND WASTE SHALL BE REMOVED FROM THE SITE.14.EROSION CONTROLREQUIRED INSPECTIONSAREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THESOILS ENGINEER PRIOR TO PLACING OF THE FILL.4.FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL.5.ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLSARE ADDED.6.ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED ANDAPPROVED BY THE SOILS ENGINEER.7.THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL, AFTER CLEARING AND PRIOR TO THE PLACEMENT OFFILL IN CANYONS, INSPECT EACH CANYONS FOR AREAS OF ADVERSE STABILITY AND DETERMINE THE PRESENCE OF,OR POSSIBILITY OF FUTURE ACCUMULATION OF, SUBSURFACE WATER OR SPRING FLOW. IF NEEDED, DRAINS WILL BEDESIGNED AND CONSTRUCTED PRIOR TO THE PLACEMENT OF FILL IN EACH RESPECTIVE CANYON.8.THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE.9.ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT THE MINIMUM OF 90 PERCENT RELATIVE COMPACTION,AND APPROVED BY THE SOILS ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRED CORING OF CONCRETEFLATWORK PLACED OVER UNTESTED BACKFILLS TO FACILITATE TESTING.10.THE STOCKPILLING OF EXCESS MATERIAL SHALL BE APPROVED BY THE BUILDING DEPARTMENT.11.LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH CHAPTER 15 OF THE NBMC.12.ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TOA DETERMINE IF ANY STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS ORPOTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGISTS SHALL RECOMMEND AND SUBMIT NECESSARYTREATMENT TO THE BUILDING DEPARTMENT FOR APPROVAL.13.WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPE IS DETERMINED TO BE NECESSARY BY THEENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN,LOCATIONS AND CALCULATIONS FROM THE BUILDING DEPARTMENT PRIOR TO CONSTRUCTION.14.THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCTION OF ALL BUTTRESSFILLS AND ATTEST TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION15.WHEN CUT PADS ARE BROUGHT TO NEAR GRADE THE ENGINEERING GEOLOGIST SHALL DETERMINE OF THE BEDROCKIF EXTENSIVELY FRACTURED OR FAULTED AND WILL READILY TRANSMIT WATER. IF CONSIDERED NECESSARY BY THEENGINEERING GEOLOGIST AND SOILS ENGINEER, A COMPACTED FILL BLANKET WIL BE PLACED.16.THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING.17.NOTIFICATION OF NONCOMPLIANCE: IF, IN THE CURSE OF FULLFILLING THEIR RESPONSIBILITY, THE CIVIL ENGINEER,THE SOILS ENGINEER, THE ENGINEERING GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEINGDONE IN CONFORMANCE WITH THE APPROVED GRADING PLANS, THE DISCREPANCIES SHALL BE REPORTEDIMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE GRADING WORK AND TO THE BUILDING INSPECTOR.RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE BUILDINGDEPARTMENT FOR APPROVAL.18.DOCUMENTATIONAN AS-BUILT GRADING PLAN SHALL BE PREPARED BY THE CIVIL ENGINEER INCLUDING ORIGINAL GROUND SURFACEELEVATIONS, AS GRADED GROUND SURFACE ELEVATIONS, LOT DRAINAGE PATTERNS AND LOCATIONS ANDELEVATIONS OF ALL SURFACE AND SUBSURFACE DRAINAGE FACILITIES. HE/SHE SHALL PROVIDE WRITTEN APPROVALTHAT THE WORK WAS DONE IN ACCORDANCE WITH THE FINAL APPROVED GRADING PLAN AND STATE THE NUMBEROF YARDS OF CUT AND/OR FILL MOVED DURING THE OPERATION.1.A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINEER, INCLUDING LOCATIONS AND ELEVATIONS OF FIELDDENSITY TEST. SUMMARIES OF FIELD AND LABORATORY RESULTS AND OTHER SUBSTANTIATED DATA ANDCOMMENTS ON ANY CHANGES MADE DURING GRADING AND THEIR EFFECT ON THE RECOMMENDATIONS MADE IN THESOILS ENGINEER INVESTIGATION REPORT. HE SHALL PROVIDE WRITTEN APROVALAS TO THE ADEQUACY OF THE SITEFOR THE INTENDED USE AND COMPLETION OF WORK IN ACCORDANCE WITH THE JOB SPECIFIACATIONS.2.A GEOLOGIC GRADING REPORT PREPARED BY THE ENGINEERING GEOLOGIST, INCLUDING A FINAL DESCRIPTION OFTHE GEOLOGY OF THE SITE, INCLUDING ANY NEW INFORMATION DISCLOSED DURING THE GRADING AND THE EFFECTOF SAME ON RECOMMENDATIONS INCORPORATED IN THE APPROVED GRADING PLAN. HE/SHE SHALL PROVIDEWRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AFFECTED BY THE GEOLOGICFACTORS.3.GENERALITEMDESCRIPTIONQTYFILL (ALLOWANCE) 10 CYNET EXPORT 325 CY123OVER EXCAVATION (3 FT) 181 CY4SOILS AND GEOLOGIST CERTIFICATIONTHIS GRADING PLAN HAS BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE INCONFORMANCE WITH THE RECOMMENDATIONS AS OUTLINED IN THE FOLLOWING SOILSAND GEOLOGIST REPORT FOR THIS PROJECT.DATEBY:BY:ENTITLED:DATED:FIRM NAME:JOB NUMBER:ASSOCIATE ENGINEERDATECUT 335 CYGRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL.1.FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO THE FINISHEDSURFACE.2.GRADING FILLS/CUTSALL FILLS SHALL BE COMPACTED THROUGHOUT TO THE MINIMUM OF 90 PERCENT RELATIVE COMPACTION ASDETERMINED BY ASTM TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TEST SHALL BEPERFORMED APPROXIMATELY EVERY TWO FEET IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TOTHE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS.3.700 W Oceanfront Blvd, Newport Beach, CA 92661LAND SURVEYOR:ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGALREQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THEPROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TOCOMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT.7.G-03EROSION CONTROL PLANGRADING NOTESBRION JEANNETTE ARCHITECTURE470 OLD NEWPORT BLVD.NEWPORT BEACH, CA 92663TEL: 949-645-5854www.customarchitecture.comAPEX LAND SURVEYING INC.8512 OXLEY CIRCLEHUNTINGTON BEACH, CA 92646TEL: 714-488-5006FAX: 714-333-4440apexlsinc@gmail.comG-04SOILS RECOMMENDATIONSPROJECT SITENOT TO SCALEKEVIN A. TRIGG, P.G.JESSE D. BEARFIELD, P.E. 84335POOLS, SPAS, WALLS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES REQUIRE SEPARATEREVIEWS AND PERMITS.15.FENCES, HEDGES, WALLS, RETAINING WALLS, GUARDRAILS AND HANDRAILS OR ANY COMBINATION THEREOF SHALLNOT EXCEED 42 INCHES FROM EXISTING GRADE PRIOR TO CONSTRUCTION WITHIN THE REQUIRED FRONT SETBACKAREA(S).16.G-05SITE DATASITE (DISTURBED AREA)IMPERVIOUS1.2.PROPOSED (SF)POOL/FOUNTAINS0BUILDING1, 612TOTAL2, 453PERVIOUS235DRIVEWAY/HARDSCAPE/WALLS8411. ALL EXISTING TOPOGRAPHY AND PROPOSED GRADES SHOULD BE FIELDVERIFIED.2. NO UTILITY SEARCH WAS CONDUCTED. CONTRACTOR SHALL BE RESPONSIBLETO PROTECT UTILITIES OR STRUCTURES FOUND ON THE SITE AND TO NOTIFYOWNER/ENGINEER IMMEDIATELY TO RESOLVE ANY CONFLICTS OR ISSUES WITHPROPOSED GRADING DESIGN3. GRADING AND/OR LANDSCAPE CONTRACTOR SHALL GRADE ALL AREAS TOPOSITIVE DRAIN (2% MIN) AND SHALL EXERCISE CARE IN CONSTRUCTION OFMOUNDS AND SWALES SO PONDING WILL NOT OCCUR.4. UNLESS OTHERWISE NOTED, FINISHED FLOOR ELEVATION MUST BE ABOVEADJACENT FINISHED GRADE OR SURFACE AS SHOWN BELOW:5. COMPLY WITH MINIMUM SLOPE AT THE FOLLOWING AREAS:EARTH (FG)5% (MINIMUM)FLATWORK (FS)2% (MINIMUM)SLOPE DRAIN LINES 1% (MINIMUM)6. PAD ELEVATION IS ASSUMED TO BE BASED ON SOILS REPORT & STRUCTURALPLANS. CONTRACTOR TO VERIFY WITH LATEST SOILS REPORT ANDSTRUCTURAL ENGINEER FOR EXACT DESIGN RECOMMENDATIONS.7. ALL ROOF SHALL BE GUTTERED AND DOWNSPOUTS CONNECTED TO THENEAREST AREA DRAIN INLET TO THE STORM DRAIN SYSTEM.8. TREE BOXES SHALL HAVE ROOT BARRIERS PER LANDSCAPEPLANS.TOPOGRAPHIC SURVEY SHOWN ON THE PRECISE GRADING PLAN SET ISFOR REFERENCE PURPOSES ONLY.9. TOPOGRAPHIC SURVEY SHOWN ON THE PRECISE GRADING PLAN SET IS FORREFERENCE PURPOSES ONLY10. LAND SURVEYOR SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OROFFSETS BEFORE STARTING GRADING WORK..GRADING NOTESCHIEF ENGINEERING GELOLOGIST, E.G. 1619STONEY MILLER CONSULTANTS, INC.33 JOURNEY #200ALISO VIEJO, CA 92656TEL: 949-380-48862, 688TOTAL PROPOSED IMPERVIOUS AREA IS LESS THANTHE 5, 000 SF THRESHOLD FOR SIGNIFICANTREDEVELOPMENT. THUS, A WQMP IS NOT REQUIRED.3.grading plans for:3"* FOR GRADES LOCATED WITHIN 10 FT OF BUILDING FOUNDATION PER [CRC R401.3]FF PER PLAN8"FF PER PLAN5% MIN2% MINFINISHED GRADE (FG)FINISHED SURFACE (FS)PROPOSED TREE NOTE: NOT ALL SYMBOLS USEDHARDSCAPEDRIVEWAYBUILDING HATCHSTORM DRAIN SUMP PUMP DISCHARGE ASSEMBLYGRADING LEGEND, PROPOSED RETAINING WALLPROPOSED SIDE PROPERTY WALLPROPOSED SITE SCREEN WALLPROPOSED ROOF DOWN SPOUTPROPOSED PLANTER DRAIN INLETPROPOSED SQ. GRATE DRAIN INLETPROPOSED PERFORATED SUBDRAINPROPOSED 12" MAIN CATCH BASINPROPOSED EARTHEN DRAINAGE SWALEPLPROPERTY LINEPROPOSED 4" STORM DRAIN LINE FG:FS:DS:INV:TOS:TG:FL:NG:TC:TW:TF:FF:GFF:FINISHED GRADEFINISHED SURFACEDOWNSPOUTINVERT ELEVATIONTOP OF SLABTOP OF GRATE (DRAIN INLET)FLOW LINENATURAL GRADE ELEVTOP OF CURBTOP OF WALLTOP OF FOOTINGFINISHED FLOORGARAGE FINISHED FLOORSYMBOLS AND ABBREVIATIONSPROPOSED 6" STORM DRAIN LINE PERF SUBDRAIN4"6"PROPERTY LINEPROPOSED CHANNEL DRAINPROPOSED CONCRETE DRAINAGE SWALEHP:HIGH POINTDGLAWN/TURFBOX LOCATIONPLANTER AREA/NATURAL GROUNDFLOW ARROWSTONEY MILLER CONSULTANTS, INC.AUGUST 8, 202272661-00PRELIMINARY GEOTECHNICAL INVESTIGATIONPA2022-0172
N12°18'35"E 63.99'N77°40'58"W 42.00'N12°18'35"E 64.00'N77°40'18"W 42.00'CLPOR. OF LOT 4POR. OF LOT 4BLOCK 8M.M. 3/37POR. OF LOT 5POR. OF LOT 3POR. OF LOT 3POR. OFLOT 5SEVENTH STREETW. OCEANFRONT
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TW15524'-0"51'-10"8'-0"523' OVEREXCAVATIONPER SOIL'S REPORT3'-0"EXISTING GRADE1113.00 PAD11.67 PADRESIDENCEW. OCEANFRONT 12'-8"21PRECISE GRADING PLAN2 5G-0216GRAPHIC SCALE: 1/8"= 1'-0"0824d'zn engineeringPLANS PREPARED BY: 06 Oct 2022 02-GRD-04-ERS-700 W Oceanfront Blvd.dwg THESE PLANS WERE PREPAREDUNDER THE SUPERVISION OF:INMISSEDALONLA-AENGAE PR
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FORNIICS EXP. ETATOFV12/31/23CEER166 MATISSE CIRCLEALISO VIEJO, CA 92656TEL: (949) 305-8920CLIENT/OWNER:DR. EVAN&BRYNTHOMAS700 W Oceanfront BlvdNewport Beach, CA 92661Contact: Katelynn Rodgers ofBrion Jeannette ArchitectureT: 949.645.5854 ext. 218SHEET TITLEPROJECT_ADDRESS 700 W Oceanfront BlvdNewport Beach, CA 92661BENCHMARKBENCHMARK NO: 1E-122-14DESCRIBED BY OCS 2014 - FOUND 4” OCSALUMINUM BENCHMARK DISK STAMPED“1E-122-14” ON THE SOUTHWEST CORNER OFA 4’ CATCH BASIN. MONUMENT IS LOCATEDALONG THE SOUTH SIDE OF W. BALBOABLVD., 133’ WEST OF THE C/L OF 7THST. @ ADDRESS 709. MONUMENT IS LEVELWITH THE SIDEWALK.ELEVATION: 9.179 FEET (NAVD88)YEAR LEVELED 2015THE BEARINGS SHOWN HEREON AREBASED ON THE CENTERLINE OFSEVENTH STREET HAVING A BEARINGOF N12°18'35"E PER RS 2018-1107,RSB 303/28APN: 048-023-12DATE:06-OCT-2022ENGINEER:R. DEMA-ALACHECKER:R. DEMA-ALAPROJECT_No:2184REVISIONSSTATUS:SUBMITTAL 1SHEETOF SHEETSBASIS OF BEARINGS:PA2022-0172ON SITE:CONSTRUCTION NOTES:INSTALL 18x18 SHALLOW CATCH BASIN-PER FLO-GARD, LOPRO, FG-M1818 OR APPROVED EQUAL. SEE DETAIL 1 ON G-03.ROOF DOWNSPOUT DISCHARGE DIRECT CONNECT TO SITE DRAINAGE PIPING AS PER SOILS REPORTRECOMMENDATIONS. SEE DETAIL 7 ON G-03.CONSTRUCT 5" CONC. FLATWORK ON GRADE PER SOILS REPORT RECOMMENDATIONS. PROVIDE DRAINAGE SWALE ONCONCRETE FLATWORK (S=0.5%).CONSTRUCT 5" THICK DRIVEWAY BASE PER SOILS REPORT RECOMMENDATIONS. DRIVEWAY PROFILE TOCONFORM TO PER CITY STD 167-B (TYPE B).154231112INSTALL 6" SQUARE GRATE & ADAPTER, NDS 640 OR EQUAL. SEE DETAIL 2 ON G-03.INSTALL 6" PLANTER DRAIN W/ ATRIUM GRATE, NDS 80 OR EQUAL PER DETAIL.SEE DETAIL 3 ON G-03.INSTALL 15' (MIN) TRENCH DRAIN PER CITY STANDARD. SEE DETAIL 4 ON G-03.CONSTRUCT PRIVATE CURB DRAIN PER CITY OF NEWPORT BEACH STANDARD DETAIL184.307CONSTRUCT NEW 3 FT (MAX) PLANTER WALL PER ARCHITECTURAL/LANDSCAPE PLANS.14REPAIR EXISTING DAMAGED CURB, GUTTER AND SIDEWALK PER CITY STANDARD STDS180, 182. SEE GENERAL NOTE 7.24CONSTRUCT NEW DRIVEWAY APPROACH PER CITY STD-162.22REMOVE EXISTING WALL AND INSTALL NEW SIDEWALK.216PROVIDE DRAINAGE SWALE IN CONCRETE FLATWORK PER DETAIL 6 ON SHEET G-03.INSTALL 4" DRAIN PIPE, SDR 35 PVC OR EQUAL.CONSTRUCT NEW PROPERTY WALL PER ARCHITECTURAL PLANS.15" PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMITMUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT."" ANY CHANGES TO THE HARDSCAPE/LANDSCAPE MUST BE INDICATED ON A REVISED PRECISEGRADING PLAN, APPROVED BY THE CITY, AND MAY TRIGGER A WATER QUALITY MANAGEMENTPLAN (WQMP) CONSISTENT WITH THE MODEL WQMP, EXHIBIT 7.11."" CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND/ORUNDERPINNING."" CONTINUOUS SPECIAL INSPECTION, PER SECTION 1705.6, SHALL BE PERFORMED BY THE GEOTECHNICALENGINEER DURING SHORING AND EXCAVATION OPERATIONS AND DURING REMOVAL OF SHORING."NOTES:" SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE STARTING GRADING."" A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDINGDEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THEEXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER,AND ALLEY/STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES INFRASTRUCTURE AREDEEMED SUBSTANDARD, A NEW 1-INCH WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/OR CLEANOUT WITHBOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPALCODES 14.24.020 AND 14.08.030). SAID DETERMINATION AND THE EXTENT OF THE RECONSTRUCTION WORK SHALL BEMADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. CONTRACTOR IS RESPONSIBLE TO MAINTAIN THEPUBLIC RIGHT OF WAY AT ALL TIMES DURING THE CONSTRUCTION PROJECT. A STOP WORK NOTICE MAY BE ISSUEDFOR ANY DAMAGE OR UNMAINTAINED PORTION OF THE PUBLIC RIGHT OF WAY."" ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-42 LICENSEDSANITATION SEWER CONTRACTOR OR A LICENSED GENERAL ENGINEERING CONTRACTOR."NEW SEWER CLEANOUT TO BE ADJACENT TO PROPERTY LINE.20SCALE: 1/8"=1'-0" PLAN36"PROPOSED TREE NOTE: NOT ALL SYMBOLS USEDHARDSCAPEDRIVEWAYBUILDING HATCHSTORM DRAIN SUMP PUMP DISCHARGE ASSEMBLYGRADING LEGEND, PROPOSED RETAINING WALLPROPOSED SIDE PROPERTY WALLPROPOSED SITE SCREEN WALLPROPOSED ROOF DOWN SPOUTPROPOSED PLANTER DRAIN INLETPROPOSED SQ. GRATE DRAIN INLETPROPOSED PERFORATED SUBDRAINPROPOSED 12" MAIN CATCH BASINPROPOSED EARTHEN DRAINAGE SWALEPLPROPERTY LINEPROPOSED 4" STORM DRAIN LINE FG:FS:DS:INV:TOS:TG:FL:NG:TC:TW:TF:FF:GFF:FINISHED GRADEFINISHED SURFACEDOWNSPOUTINVERT ELEVATIONTOP OF SLABTOP OF GRATE (DRAIN INLET)FLOW LINENATURAL GRADE ELEVTOP OF CURBTOP OF WALLTOP OF FOOTINGFINISHED FLOORGARAGE FINISHED FLOORSYMBOLS AND ABBREVIATIONSPROPOSED 6" STORM DRAIN LINE PERF SUBDRAIN4"6"PROPERTY LINEPROPOSED CHANNEL DRAINPROPOSED CONCRETE DRAINAGE SWALEHP:HIGH POINTDGLAWN/TURFBOX LOCATIONPLANTER AREA/NATURAL GROUNDFLOW ARROWSCALE: 1/8"=1'-0"SECTION A - ASCALE: 1/8"=1'-0"SECTION B - BCONNECT NEW SEWER LATERAL SERVICE AND CLEANOUT TO EXISTING SEWER LATERAL.FIELD VERIFY EXACT LOCATION.CONNECT NEW WATER LINE TO EXISTING WATER METER PER OC PW STD DRAWINGS.REMOVE AND REPLACE GAS METER PER GAS COMPANY STANDARD LOCATION WITHINPROPERTY LIMITS. EXACT LOCATION TO BE DETERMINED.313233PA2022-0172
4DRAINAGE SWALE FLOWLINEELEVATIONPER PLAN4" (MIN) CONCRETEHARDSCAPESLAB PER SOILS REPORTCOMPACTED SUBGRADEPER SOIL REPORT3'-0"SIDEYARD SETBACK PER PLAN6"
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FFL1SHALLOW CONCRETE CATCH BASININVPER PAN GRATE OR SOLID COVERFG-M1818INLET FLUME WITH RUBBER GASKETBYPASS WEIR FRAMEMATRIX FILTER BODY WITH GEOTEXTILECOVERCLIP-IN "FOSSIL ROCK" ABSORBENT POUCH4"6"DEPTHASREQUIRED 4" ATRIUM GRATE, FLAT TOP STRUCTURAL FOAM POLYOLEFINGRATE WITH UV INHIBITOR PER NDS 75 OR APPROVED EQUAL4" DIA. PVC 90deg. ELBOW FITTING4" DIA. PVC PIPE RISER AS REQUIREDTO MAIN LINE DRAIN35% MIN. SLOPE(TG) ELEVATION PER PLAN (TG) ELEVATION PER PLAN 5% MIN. SLOPE(INV) ELEVATION PER PLAN SCALE 1 1/2"=1'-0"AREA DRAIN - ATRIUM GRATE (FINISHED GRADE)DEPTH PER PLAN 6"x6"x4" SQUARE GRATE & ADAPTER (LOW PROFILE)& STRUCTURAL FOAM POLYOLEFIN REMOVABLEGRATE WITH UV INHIBITOR AND STAINLESS STEELSCREWS PER NDS 640 OR APPROVED EQUALCOMPACTEDSUBGRADE PER SOIL REPORT4" DIA. PVC 90deg. ELBOW FITTING MAIN TO DRAIN LINE4" DIA. PVC PIPE RISER AS REQUIREDCONCRETE FLATWORK ON GRADE (5" MIN.) PERSOILS REPORT2(INV) ELEVATION PER PLAN 2% MIN. SLOPE2% MIN. SLOPE(TG) ELEVATION PER PLAN (TG) ELEVATION PER PLAN SCALE 1 1/2"=1'-0"AREA DRAIN - SQUARE GRATE (FINISHED SURFACE)7NEAREST AREA DRAIN INLET. LOCATION PER PLANCOMPACTED SUBGRADE PERSOILS REPORT4" PVC 90 ELBOW FITTING TOMAIN DRAIN LINE4" PVC LATERAL TO MAINDRAIN LINESCALE 1 1/2"=1'-0"IN-WALL DOWNSPOUT/DECK DRAINDIRECT CONNECT TO DRAIN LINE6IN-WALL DECK DRAIN. LOCATION PER PLAN2% MIN. SLOPE2% MIN. SLOPE(TG) ELEVATION PER PLAN 2% MIN. SLOPE2% MIN. SLOPE(TG) ELEVATION PER PLAN SCALE NTSSHALLOW CATCH BASIN DETAILSCALE 1 1/2"=1'-0"TYPICAL DETAIL FOR HARDSCAPEADJACENT TO FOUNDATION SLABBOTTOMLESS TRENCH DRAIN DETAILGFF +
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10"6" MIN. WIDE PEDESTRIAN SAFE FRAME & GRATE 38" SLOTOPENING. EAST JORDAN IRON WORKS OR EQUAL (800) 874-4100# 4 REBAR TOP & BOTTOMFILL THIS PORTIONWITH CRUSHED ROCKAFTER POURINGGRATE SUPPORT CURBDIMENSIONS DETERMINED BY GRATE FRAMEDIMENSIONS. USE FRAME AS A FORM.34" CRUSHED ROCK WITH FILTER CLOTHPLANSECTIONGRATEd'zn engineeringPLANS PREPARED BY: 26 Sep 2022 03-DTL-700 W Oceanfront Blvd.dwg THESE PLANS WERE PREPAREDUNDER THE SUPERVISION OF:INMISSEDALONLA-AENGAE PR
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FORNIICS EXP. ETATOFV12/31/23CEER166 MATISSE CIRCLEALISO VIEJO, CA 92656TEL: (949) 305-8920CLIENT/OWNER:DR. EVAN&BRYNTHOMAS700 W Oceanfront BlvdNewport Beach, CA 92661Contact: Katelynn Rodgers ofBrion Jeannette ArchitectureT: 949.645.5854 ext. 218SHEET TITLEPROJECT_ADDRESS 700 W Oceanfront BlvdNewport Beach, CA 92661BENCHMARKBENCHMARK NO: 1E-122-14DESCRIBED BY OCS 2014 - FOUND 4” OCSALUMINUM BENCHMARK DISK STAMPED“1E-122-14” ON THE SOUTHWEST CORNER OFA 4’ CATCH BASIN. MONUMENT IS LOCATEDALONG THE SOUTH SIDE OF W. BALBOABLVD., 133’ WEST OF THE C/L OF 7THST. @ ADDRESS 709. MONUMENT IS LEVELWITH THE SIDEWALK.ELEVATION: 9.179 FEET (NAVD88)YEAR LEVELED 2015THE BEARINGS SHOWN HEREON AREBASED ON THE CENTERLINE OFSEVENTH STREET HAVING A BEARINGOF N12°18'35"E PER RS 2018-1107,RSB 303/28APN: 048-023-12DATE:26-SEPT-2022ENGINEER:R. DEMA-ALACHECKER:R. DEMA-ALAPROJECT_No:2184REVISIONSSTATUS:SUBMITTAL 1SHEETOF SHEETSBASIS OF BEARINGS:PA2022-0172DRAINAGE DETAILS3 5G-03PA2022-0172
N12°18'35"E 63.99'N77°40'58"W 42.00'N12°18'35"E 64.00'N77°40'18"W 42.00'CLPOR. OF LOT 4POR. OF LOT 4BLOCK 8M.M. 3/37POR. OF LOT 5POR. OF LOT 3POR. OF LOT 3POR. OFLOT 5EROSION CONTROL PLAN4 5G-04d'zn engineeringPLANS PREPARED BY: 26 Sep 2022 02-GRD-04-ERS-700 W Oceanfront Blvd.dwg THESE PLANS WERE PREPAREDUNDER THE SUPERVISION OF:INMISSEDALONLA-AENGAE PR
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FORNIICS EXP. ETATOFV12/31/23CEER166 MATISSE CIRCLEALISO VIEJO, CA 92656TEL: (949) 305-8920CLIENT/OWNER:DR. EVAN&BRYNTHOMAS700 W Oceanfront BlvdNewport Beach, CA 92661Contact: Katelynn Rodgers ofBrion Jeannette ArchitectureT: 949.645.5854 ext. 218SHEET TITLEPROJECT_ADDRESS 700 W Oceanfront BlvdNewport Beach, CA 92661BENCHMARKBENCHMARK NO: 1E-122-14DESCRIBED BY OCS 2014 - FOUND 4” OCSALUMINUM BENCHMARK DISK STAMPED“1E-122-14” ON THE SOUTHWEST CORNER OFA 4’ CATCH BASIN. MONUMENT IS LOCATEDALONG THE SOUTH SIDE OF W. BALBOABLVD., 133’ WEST OF THE C/L OF 7THST. @ ADDRESS 709. MONUMENT IS LEVELWITH THE SIDEWALK.ELEVATION: 9.179 FEET (NAVD88)YEAR LEVELED 2015THE BEARINGS SHOWN HEREON AREBASED ON THE CENTERLINE OFSEVENTH STREET HAVING A BEARINGOF N12°18'35"E PER RS 2018-1107,RSB 303/28APN: 048-023-12DATE:26-SEPT-2022ENGINEER:R. DEMA-ALACHECKER:R. DEMA-ALAPROJECT_No:2184REVISIONSSTATUS:SUBMITTAL 1SHEETOF SHEETSBASIS OF BEARINGS:PA2022-017212345STREET SWEEPING AND VACUUMING ASREQUIRED - SE-7INSTALL SANITARY/SEPTIC WASTEMANAGEMENT - WM-9INSTALL STOCKPILE MANAGEMENT WM-3BMPINSTALL TEMPORARY EROSION CONTROL GRAVELBAGS (2 HIGH) SE-6 BMP COMBINATIONINSTALL TEMPORARY CONCRETE WASH OUT BASIN WITHPLASTIC LINER-WM-8 BMPEROSION CONTROL NOTES1. WIND EROSION BMPS (DUST CONTROL) SHAL BE IMPLEMENTED.2. SEDIMENT CONTROL BMPS SHALL BE INSTALLED AND MAINTAINED AT ALL OPERATIONAL STORM DRAIN INLETS.3. BMPS TO CONTROL OFF-SITE SEDIMENT TRACKING SHALL BE IMPLEMENTED AND MAINTAINED.4. APPROPRIATE WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL BMPS SHALL BE IMPLEMENTED TO PREVENT THE CONTAMINATION OFSTORM WATER BY WASTES AND CONSTRUCTION MATERIALS.5. APPROPRIATE NON-STORM WATER BMPS SHALL BE IMPLEMENTED TO PREVENT THE CONTAMINATION OF STORM WATER FROM CONSTRUCTIONACTIVITIES.6. THERE SHALL BE A "WEATHER TRIGGERED" ACTION PLAN AND THE ABILITY TO DEPLOY STANDBY SEDIMENT CONTROL BMPS AS NEEDED TOCOMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM IS DEFINED ASA FORECASTED, 50% CHANCE OF RAIN).7. SUFFICIENT MATERIALS NEEDED TO INSTALL STANDBY SEDIMENT CONTROL BMPS (AT THE SITE PERIMETER, SITE SLOPES AND OPERATIONAL INLETSWITHIN THE SITE) NECESSARY TO PREVENT SEDIMENT DISCHARGES FROM EXPOSED PORTIONS OF THE SITE SHALL BE STORED ON SITE. AREAS THATHAVE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPS AS DESCRIBEDIN ITEM H ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT.8. DEPLOYMENT OF PERMANENT EROSION CONTROL BMPS (PHYSICAL OR VEGETATION) SHOULD COMMENCE AS SOON AS PRACTICAL ON SLOPES THATARE COMPLETED FOR ANY PORTION OF THE SITE. STANDBY BMP MATERIALS SHOULD NOT BE RELIED UPON TO PREVENT EROSION OF SLOPES THATHAVE BEEN COMPLETED.1. WHERE APPROPRIATE SEDIMENT CONTROL BMPS SHALL BE IMPLEMENTED AT THE SITE PERIMETER, AT ALL OPERATIONAL STORM DRAIN INLETS, ANDAT ALL NON-ACTIVE SLOPES, TO PROVIDE SUFFICIENT PROTECTION FOR STORMS LIKELY TO OCCUR DURING THE RAINY SEASON.2. ADEQUATE PHYSICAL OR VEGETATION EROSION CONTROL BMPS (TEMPORARY OR PERMANENT) SHALL BE INSTALLED AND ESTABLISHED FOR ALLCOMPLETED SLOPES PRIOR TO THE START OF THE RAINY SEASON. THESE BMPS MUST BE MAINTAINED THROUGHOUT THE RAINY SEASON. IF A SLECTEDBMPS FAILS, IT MUST BE REPAIRED AND IMPROVED, OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE FAILUREOF A BMP MAY INDICATE THAT THE BMP, AS INSTALLED, WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS ORREPLACEMENTS MUST RESULT IN A MORE ROBUST BMP, OR ADDITIONAL BMPS SHOULD BE INSTALLED TO PROVIDE ADEQUATE PROTECTION.3. THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHAL NOT EXCEED THAT WHICH CAN BE ADEQUATELY PROTECTED BY DEPLOYING STANDBYEROSION CONTROL AND SEDIMENT CONTROL BMPS PRIORT TO A PREDICTED RAINSTORM.4. A DISTURBED AREA THAT IS NOT COMPLETED BY THAT IS NOT BEING ACTIVELY GRADED (NON-ACTIVE AREA) SHALL BE FULLY PROTECTED FROMEROSION WITH TEMPORARY OR PERMANENT BMPS (EROSION AND SEDIMENT CONTROL). THE ABILITY TO DEPLOY STANDBY BMP MATERIALS IS NOTSUFFICIENT FOR THESE AREAS. EROSION AND SEDIMENT CONTROL BMPS MUST ACTUALLY BE DEPLOYED. THIS INCLUDES ALL BUILDING PADS,UNFINISHED ROADS, AND SLOPES.5. SUFFICIENT MATERIALS NEEDED TO INSTALL STANDBY EROSION AND SEDIMENTS BMPS NECESSARY TO COMPLETELY PROTECT THE EXPOSEDPORTIONS OF THE SITE FROM EROSION AND TO PREVENT SDEIMENT DISCHARGES SHALL BE STORED ON-SITE. AREAS THAT HAVE ALREADY BEENPROTECTED FROM EROSION USING PERMANENT PHYSICAL STABLILZATION OR ESTABLISHED VEGETATION STABILIZATION BMPS ARE NOT CONSIDEREDTO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT.1. IN CASE OF EMERGENCY, CALL AT OFFICE PHONE #2. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING STRUCTURAL CONTROLSTO THE MAXIMUM EXTENT PRACTICABLE.3. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TOSTREETS. DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TACKING, OR WIND.4. APPROPRIATE BMP'S FOR CONSTRUCTION-RELATED MATERIALS, WASTES, AND SPILLS, SHALL BE IMPLEMENTED TOMINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WIND ORRUNOFF.5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITES UNLESS TREATEDTO REDUCE OR REMOVE SEDIMENT AND OTHER POLLUTANTS.6. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIREDBEST MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITES AND ANYASSOCIATED CONSTRUCTION STAGING AREAS.7. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALLBE COLLECTED AND PROPERLY DISPOSED IN TRASH OR RECYCLE BINS.8. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRYWASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIAL OTHER THAN STORMWATER ONLY WHENNECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT:CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD: CAUSE OR THREATEN TO CAUSEPOLLUTION, CONTAMINATION, OR NUISANCE: OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLEUNDER FEDERAL REGULATIONS 40 CFR PARTS 117 & 302.9. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROMPAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS;ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS: FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOROR BATTERY FLUIDS; FERTILIZERS, VEHICLES/ EQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE,DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICALDEGREASING; AND SUPER CHLORINATED POTABLE WATER LINE FLUSHING. DURING CONSTRUCTION, PERMITEE SHALLDISPOSE OF SUCH MATERIALS IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON SITE. PHYSICALLYSEPARATED FROM POTENTIAL STORM WATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL,STATE AND FEDERAL REQUIREMENTS.10. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION ISPROHIBITED. DEWATERING OF NON-CONTAMINATED GROUNDWATER REQUIRES A NATIONAL POLLUTANT DISCHARGEELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD.11. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THECONCLUSION OF EACH WORKING DAY. DRAINAGE IS TO BE DIRECTED TOWARD DESILTING FACILITIES.12. THE PERMITEE AND CONTRACTOR SHALL BE RESPONSIBLE AND TAKE NECESSARY PRECAUTIONS TO PREVENTPUBLIC TREPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION.13. THE PERMITEE AND CONTRACTOR SHALL INSPECT THE EROSION CONTROL WORK AND INSURE THAT THE WORK IS INACCORDANCE WITH THE APPROVED PLANS.14. THE PERMITEE AND CONTRACTOR SHALL NOTIFY ALL GENERAL CONTRACTORS, SUBCONTRACTORS, MATERIALSUPPLIERS, LESSEES, AND PROPERTY OWNERS: THAT DUMPING OF CHEMICALS INTO THE STORM DRAIN SYSTEM ORTHE WATERSHED IS PROHIBITED.15. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINYSEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LACATIONS TOFACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.16. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%.17. SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING AN EFFECTIVECOMBINATION OF EROSION AND SEDIMENT CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE, AND STOCKPILES OFSOILS SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE STREETS, DRAINAGEFACILITIES OF ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND.18. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES SPILLS OR RESIDUES SHALL BEIMPLEMENTED AND RETAINED ON SITE TO MINIMIZE TRANSPORT FROM THE THE SITE TO STREETS, DRAINAGEFACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF.KATELYNN RODGERSDRY SEASON REQUIREMENTS (MAY-SEPTEMBER)WET SEASON REQUIREMENTS (OCTOBER-APRIL)N.P.D.E.S. NOTES:23SCALE: 1/8"=1'-0" PLAN949-645-585416GRAPHIC SCALE: 1/8"= 1'-0"0824154SEVENTH STREETW. OCEANFRONT 3PA2022-0172
d'zn engineeringPLANS PREPARED BY: 26 Sep 2022 02-GRD-04-ERS-700 W Oceanfront Blvd.dwg THESE PLANS WERE PREPAREDUNDER THE SUPERVISION OF:INMISSEDALONLA-AENGAE PR
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FORNIICS EXP. ETATOFV12/31/23CEER166 MATISSE CIRCLEALISO VIEJO, CA 92656TEL: (949) 305-8920CLIENT/OWNER:DR. EVAN&BRYNTHOMAS700 W Oceanfront BlvdNewport Beach, CA 92661Contact: Katelynn Rodgers ofBrion Jeannette ArchitectureT: 949.645.5854 ext. 218SHEET TITLEPROJECT_ADDRESS 700 W Oceanfront BlvdNewport Beach, CA 92661BENCHMARKBENCHMARK NO: 1E-122-14DESCRIBED BY OCS 2014 - FOUND 4” OCSALUMINUM BENCHMARK DISK STAMPED“1E-122-14” ON THE SOUTHWEST CORNER OFA 4’ CATCH BASIN. MONUMENT IS LOCATEDALONG THE SOUTH SIDE OF W. BALBOABLVD., 133’ WEST OF THE C/L OF 7THST. @ ADDRESS 709. MONUMENT IS LEVELWITH THE SIDEWALK.ELEVATION: 9.179 FEET (NAVD88)YEAR LEVELED 2015THE BEARINGS SHOWN HEREON AREBASED ON THE CENTERLINE OFSEVENTH STREET HAVING A BEARINGOF N12°18'35"E PER RS 2018-1107,RSB 303/28APN: 048-023-12DATE:26-SEPT-2022ENGINEER:R. DEMA-ALACHECKER:R. DEMA-ALAPROJECT_No:2184REVISIONSSTATUS:SUBMITTAL 1SHEETOF SHEETSBASIS OF BEARINGS:PA2022-0172SOILS RECOMMENDATIONS5 5G-05PA2022-0172
PA2022-0172
N12°18'35"E 63.99'N77°40'58"W 42.00'N12°18'35"E 64.00'N77°40'18"W 42.00'CLSEVENTH STREETOCEAN FRONT
POR. OF LOT 4POR. OF LOT 4BLOCK 8M.M. 3/37POR. OF LOT 5POR. OF LOT 3POR. OF LOT 3POR. OFLOT 5BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OFSEVENTH STREET HAVING A BEARING OF N12°18'35"E PER RS 2018-1107,RSB 303/28VICINITY MAPBENCHMARK INFORMATION700 OCEAN FRONT
NEWPORT BEACH, CA 92661
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1 1TITLE REPORT/EASEMENT NOTES700 OCEAN FRONTNEWPORT BEACH, CA 92661(APN: 048-023-12)NO TITLE REPORT PROVIDEDLEGAL DESCRIPTIONREAL PROPERTY SITUATED IN THE CITY OF NEWPORT BEACH,COUNTY OF ORANGE, STATE OF CALIFORNIA AND ISDESCRIBED AS FOLLOWS:PARCEL 1:THE EASTERLY RECTANGULAR 42 FEET OF LOTS 3, 4 AND 5 TOBLOCK 8 OF EAST NEWPORT, IN THE CITY OF NEWPORTBEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA AS PERMAP RECORDED IN BOOK3, PAGE 37, OF MISCELLANEOUSMAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAIDCOUNTY.EXCEPT THEREFROM THE NORTHERLY 26 FEET OF SAID LOT 3PARCEL 2:AN UNDIVIDED ONE-THIRD INTEREST IN AND TO LOT 6 INBLOCK 8 OF THE EAST NEWPORT, IN THE CITY OF NEWPORTBEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA AS PERMAP RECORDED IN BOOK3, PAGE 37, OF MISCELLANEOUSMAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAIDCOUNTY.LCEXISTING ELEVATIONLEGEND( )ACASPHALT PAVEMENTSEARCHED, FOUND NOTHING; SETNOTHINGFSFLFINISHED SURFACEFLOWLINEFFGFINISHED FLOOR GARAGET.B.M.TEMPORARY BENCHMARKSET ON A WATER VALVE (WV)ELEVATION = 11.62 FEETHUNTINGTON BEACH, CALIFORNIA 92646PHONE:(714)488-5006 FAX:(714)333-4440
APEXLSINC@GMAIL.COMPAUL D. CRAFT, P.L.S. 8516 DATENOTE: SECTION 8770.6 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODESTATES THAT THE USE OF THE WORD CERTIFY OR CERTIFICATION BY ALICENSED LAND SURVEYOR IN THE PRACTICE OF LAND SURVEYING OR THEPREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS OR OTHER SURVEYINGDOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINIONREGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THECERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE,EITHER EXPRESSED OR IMPLIED.LICENSE RENEWAL DATE 12/31/122STATEOFCALI
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DOMINICKCRAFTExp. 12/31/22No. 8516PROFESSI
ONALLANDSURVEYORFFFINISHED FLOORWATER METERWMEGEDGE OF GUTTERGAS METERGMCENTERLINETCTOP OF CURBGRAPHIC SCALESURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTYCORNERS OR OFFSETS BEFORE STARTING GRADING.PLEASE CALL PAUL CRAFT @ 714-488-5006 TO SCHEDULE.SURVEYOR'S NOTESBLOCK WALLNGNATURAL GROUNDBENCHMARK NO: 1E-122-14DESCRIBED BY OCS 2014 - FOUND 4” OCS ALUMINUM BENCHMARK DISCSTAMPED “1E-122-14” ON THE SOUTHWEST CORNER OF A 4’ CATCHBASIN. MONUMENT IS LOCATED ALONG THE SOUTH SIDE OF W. BALBOABLVD., 133’ WEST OF THE C/L OF 7TH ST. @ ADDRESS 709. MONUMENT ISLEVEL WITH THE SIDEWALK.ELEVATION: 9.179 FEET (NAVD88), YEAR LEVELED 2015ACU AIR CONDITION UNITCATV CABLE TV BOXCONCRETE SURFACEWATER VALVEWVWOODEN FENCE (WDF)FHFIRE HYDRANTPAPLANTER AREASLPB STREET LIGHT PULLBOXTDTOP OF DECKTSTOP OF STEPTWTOP OF WALLTXTOP OF CURB XWATER HEATERWH9/29/2022PA2022-0172