HomeMy WebLinkAbout20190228_Plans_ApprovedPA2018-248 ZONING ADMISTRATOR 02/28/2019 - APPROVED (18 PAGES)
11.97AT 99.64CATV9.61SMH9.49CONC9.44CONC9.8310.22CONC10.40CONC9.66FS9.37FL9.75FS9.77WM9.78WM9.589.9110.24FG9.799.849.93FG30.32EAVE34.14ROOF PEAK30.25EAVE21.11EAVE21.42EAVE30.11EAVE17.70STAIRS AP30.04EAVE12.10FS12.18FS12.1712.0411.90FS11.91FS12.0512.20FS12.16FS12.08FS15.43TW15.42TW15.15TF15.07TF15.66TF AP15.18TF16.46TW16.44TW16.44TW16.47TW16.12TW16.13TW16.13TW15.91TW12.7411.7812.6113.2712.9912.5912.97TW13.01TW12.32FS1
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12.1412.1410.9010.8311.9511.6911.55WM11.55WM13.36TW12.7012.78FS12.83FS12.88FS12.92FS12.77FG12.63CONC12.61CONC12.62CONC12.59CONC12.58CONC12.56CONC12.57CONC12.57CONC12.39CONC12.21CONC12.24CONC12.31CONC13.00TW12.98TW12.5412.6812.6312.99THRESH12.99THRESH15.41TW15.41TW15.41TW16.17TW12.4512.4412.4112.2536.86EAVE16.21TW16.23TW16.19TW12.4912.5512.63FS18.10TW18.03TW18.03TW18.02TW11.59FG11.83CONC11.7712.03FS12.37STEP12.5012.4712.4829.84EAVE29.90EAVEGAS METERELECTRICALMETER9.98FSVACATION ANDABANDONMENT OF STREETRIGHT-OF-WAY PER CNBRESOLUTION NO. 2013-18PER INST. NO. 2013-12198215' ALLEYDEDICATIONPER INST. NO.2013-197558PROPERTY LINEBUILDINGENCROACHMENT15' ALLEYDEDICATIONPER INST. NO.2015-471845VACATION ANDABANDONMENT OF STREETRIGHT-OF-WAY PER CNBRESOLUTION NO. 2015-66PER INST. NO. 2015-430124PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE10.0FG11.0FG10.0FS10.0FS10.0FG10.1FSTOPOGRAPHIC SURVEY FOR
914 EAST OCEANFRONT
NEWPORT BEACH, CA 92661JOB NO.DATESHEET NO.REVISIONS18031NO.REVISIONDATESHEET NO. OF 110/30/201828052 CAMINO CAPISTRANO, STE 213
LAGUNA NIGUEL, CA 92677
949.464.8115 info@civilscapes.com
G:\Projects\18031 914 E Oceanfront, NB\DWG\18031.TOPO.dwg1TOPO OCEAN PROPERTIES RENTALS LLC CITY OF NEWPORT BEACH, CALIFORNIACOUNTY OF ORANGE914 EAST OCEANFRONTLOT 22, BLOCK 14, BK 4, PG 11, MM.APN: 048-143-19TOPOGRAPHIC SURVEYTWO STORY BUILDING914 E OCEANFRONTNEWPORT BEACH, CA 92661APN: 048-143-19NO SCALEVICINITY MAPBENCHMARKDESIGNATION: NB1-4-71DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCSALUMINUM BENCHMARK DISK STAMPED "NB1-4-71",SET IN THE TOP OF A 4 IN. BY 4 IN. CONCRETE POST.MONUMENT IS LOCATED IN THE SOUTHEASTCORNER OF THE INTERSECTION OF F STREET ANDBALBOA BOULEVARD, 81 FT. SOUTHEASTERLY OF THECENTERLINE OF F STREET AND 27.3 FT.NORTHEASTERLY OF THE CENTERLINE OF BALBOABOULEVARD. MONUMENT IS SET LEVEL WITH THESIDEWALK.NAVD88 (FT) = 7.828 (LEVELED 2015)OCEAN PROPERTIES RENTALS LLC24881 ALICIALAGUNA HILLS, CA 92653RECORD OWNER:CALIFORNIA TITLE COMPANY28202 CABOT ROAD, SUITE 625LAGUNA NIGUEL, CA 92677949-582-8709DAVE TURNBOW, TITLE OFFICERDAVET@CALTITLE.COMORDER NO. 420-1509463-12TITLE REPORTLEGENDSITE ADDRESS: 914 E OCEANFRONTAPN: 048-143-19GENERAL PLAN LAND USE: RT TWO-UNIT RESIDENTIALZONING DISTRICT: R-2 TWO-UNIT RESIDENTIALCOASTAL ZONE: YESCABLE: SPECTRUMSANITATION DISTRICT AREA: CNBWATER DISTRICT: NBWATER METER ZONE: 1-110SITE DATA:TWO STORY BUILDING916 E OCEANFRONTNEWPORT BEACH, CA 92661APN: 048-143-18TOP OF WALLGARAGE FINISHED FLOOREDGE OF THRESHOLDTWGFFTHRESHCONCRETE PAVEMENTBUILDING WALLTOP OF CURBTCSIDE OF WALLWALLGATEGATEFENCEFENCETILETILETOP OF GRATETGBUILDINGBLDGFLOW LINEEDGE OF CONCRETEFLCONCEDGE OF PAVEMENTEGEDGE OF GRASSGRASSAERIAL TARGETATFINISHED SURFACEFSFINISHED GRADEFGFINISHED FLOORFFLANDSCAPE AREASTREET CENTERLINEBOUNDARY LINERIGHT-OF-WAYWALLBRICK PAVERSOVERHEAD WIRESPROJECT SITE914 E OCEANFRONTONE STORY BUILDING912 E OCEANFRONTNEWPORT BEACH, CA 92661APN: 048-143-20PA2018-248ZONING ADMISTRATOR 02/28/2019 - APPROVED (18 PAGES)
PA2018-248 ZONING ADMISTRATOR 02/28/2019 - APPROVED (18 PAGES)
PRECISE GRADING PLAN FOROCEAN PROPERTIES RENTALS LLC
914 E. OCEANFRONT
NEWPORT BEACH, CA 92661JOB NO.DATESHEET NO.REVISIONS18031NO.REVISIONDATESHEET NO. OF 510/31/201828052 CAMINO CAPISTRANO, STE 213
LAGUNA NIGUEL, CA 92677
949.464.8115 info@civilscapes.com
G:\Projects\18031 914 E Oceanfront, NB\DWG\18031.GRADING.dwg OWNER:OCEAN PROPERTIES RENTALS LLC24881 ALICIA PKWYLAGUNA HILLS, CA 92653TITLE SHEETC11 NO SCALE1.ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE(NBMC), THE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT.2.DUST SHALL BE CONTROLLED BY WATERING AND/OF JUST PALLIATIVE.3.SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING CONSTRUCTION PERIOD.4.WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH FRIDAY; 8:00AM TO 6:00 PM SATURDAYS; AND NO WORK ON SUNDAYS AND HOLIDAYS PER SECTION10-28 OF THE NBMC.5.NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28OF THE NBMC.6.THE STAMPED SET OF THE APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES.7.PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTINGUTILITIES.8.APPROVED SHORING, DRAINAGE PROVISION AND PROTECTIVE MEASURES MUST BE USEDTO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION.9.CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THEUNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL.10.HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITYTRAFFIC ENGINEER AND PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF THE NBMC.11.POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDINGS AND SLOPEAREAS.12.FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROLDEVICES ON-SITE AT THE APPROPRIATE TIMES SHALL RESULT IN A "STOP WORK" ORDER.13.ALL PLASTIC DRAINAGE PIPES SHALL CONSIST OF PVC (SDR 35) WITH GLUED JOINTS.14.NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE, SHALL BE ALLOWED TOENTER STREETS CURBS, GUTTERS OR STORM DRAINS. ALL MATERIALS AND WASTES SHALLBE REMOVED FROM THE SITE.GENERAL NOTESVICINITY MAPCITY OF NEWPORT BEACH, CALIFORNIACOUNTY OF ORANGEC1 TITLE SHEETC2GRADING & DRAINAGE PLANC3 EROSION CONTROL PLANC4GEOTECHNICAL NOTESC5GEOTECHNICAL NOTES (CONTD.)SHEET INDEXPRECISE GRADING PLAN1.CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLYACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BEREQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONSDURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALLPERSONS AND PROPERTY; THAT IS REQUIREMENT SHALL BE MADE TO APPLYCONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.2.NO UTILITY SEARCH WAS CONDUCTED. A UTILITY SEARCH BY THE CONTRACTOR SHALLBE CONDUCTED AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TAKE DUEPRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND ON THESITE AND TO NOTIFY THE OWNERS OF THE UTILITIES IMMEDIATELY UPON THEIRDISCOVERY.3.EARTHWORK AND OTHER CONSTRUCTION ITEM QUANTITIES SHOWN ON THESE PLANSARE ESTIMATES FOR PERMITTING PURPOSES ONLY AND SHALL NOT USED FORCONSTRUCTION COST ESTIMATES OR FOR BIDDING PURPOSES. THE CONTRACTOR SHALLDEVELOP OWN QUANTITIES FOR BIDDING PURPOSES.4.A SOILS INVESTIGATION MUST BE MADE BY A QUALIFIED SOILS ENGINEER AND/ORGEOLOGIST. SOIL AND EARTH ACCEPTABILITY ARE NOT UNDER PURVIEW OR THERESPONSIBILITY OF THE DESIGN ENGINEER FOR THIS PLAN. CIVILSCAPES ENGINEERINGDOES NOT TEST OR OBSERVE SOIL CONDITIONS PRIOR TO, DURING OR AFTERCONSTRUCTION AND HAS NO RESPONSIBILITY FOR SOILS (EARTH) STRUCTURES.5.ALL RETAINING WALL DESIGNS ARE TO BE BUILT PER STRUCTURAL ENGINEER'S PLAN ANDPER SEPARATE PLAN AND PERMIT.6.REFER TO SOILS REPORT FOR GRADING RECOMMENDATIONS.7.CONTRACTOR SHALL VERIFY EXISTING ELEVATION, PROTECT ALL EXISTING UTILITIES, ANDDOWNSTREAM DRAIN.8.TOPOGRAPHIC SURVEY SHOWN HEREON FOR REFERENCE PURPOSES ONLY.9.TOPOGRAPHIC SURVEY PREPARED BY: CIVILSCAPES ENGINEERING, 28052 CAMINOCAPISTRANO, STE 213, LAGUNA NIGUEL, CA 9267710.VERIFY EXISTING TOPOGRAPHIC ELEVATIONS AND NOTIFY CIVILSCAPES ENGINEERING OFANY CONFLICTS PRIOR TO CONSTRUCTION.11.NO UTILITY SEARCH WAS CONDUCTED. CONTRACTOR SHALL PROTECT UTILITIES ORSTRUCTURES FOUND ON THE SITE AND NOTIFY CIVILSCAPES ENGINEERING OF ANYCONFLICTS.12.EXTERIOR FOUNDATIONS WALLS SHALL COMPLY WITH THE DETAILS AS SHOWN BELOW:13.PAD ELEVATION IS ASSUMED TO BE BASED ON ARCHITECTURAL FLOOR PLAN WITH ATLEAST 5" THICK CONCRETE AND 4" THICK BASE WITH VAPOR BARRIER PER SOILS REPORT.CONTRACTOR TO VERIFY WITH LATEST APPROVED SOILS REPORT AND STRUCTURALENGINEER FOR EXACT SLAB RECOMMENDATIONS.14.A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIREDBEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OFPUBLIC WORKS DEPARTMENT INSPECTION, IF AN OF THE EXISTING PUBLICIMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURBAND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED AND 100% PAID BY THEOWNER. SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADEAT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR.15.AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHINTHE PUBLIC RIGHT OF WAY. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALLNON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY.16.ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BYA C-34 LICENSED PIPELINE CONTRACTOR OR AN 'A' LICENSED GENERAL ENGINEERINGCONTRACTOR.17.ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BEPERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN 'A' LICENSEDGENERAL ENGINEERING CONTRACTOR.18.REMOVE ALL EXISTING LANDSCAPE ELEMENTS.19.REMOVE EXISTING NON-GRASS PARKWAY ELEMENTS BETWEEN SIDEWALK AND CURB.REPLACE WITH SOD TO MATCH EXISTING AS REQUIRED.20.REFER TO SOILS REPORT FOR GRADING RECOMMENDATIONS AND OVER-EXCAVATIONREMOVALS AND COMPACTION REQUIREMENTS.21.PIPE MATERIAL MAY BE SUBSTITUTED IF APPROVED BY ENGINEER.22.INCLUDE ALL REQUIRED JOINTS AND FITTINGS. PER MANUFACTURER'S INSTALLATIONINSTRUCTIONS.23.UTILITIES SHALL BE CONSTRUCTED AND INSTALLED PER CALIFORNIA PLUMBING CODEAND CITY PLUMBING CODE. SERVICE LINES AND METER SIZES SHALL BE CONFIRMED BYPLUMBING ENGINEER OR CONTRACTOR PRIOR TO CONSTRUCTION.24.CONSTRUCT TRENCH, BEDDING, AND BACKFILL PER MANUFACTURER'S INSTALLATIONINSTRUCTIONS, ASTM D 2321, AND SOILS REPORT. 25. ALL FIXTURES, EQUIPMENT, PIPING AND MATERIALS SHALL BE LISTED.26.CONTRACTOR SHALL VERIFY ELEVATION PRIOR TO CONSTRUCTION AND NOTIFYENGINEER OF ANY DISCREPANCIESNOTES TO OWNER, CONTRACTOR, & ARCHITECTEARTHWORK QUANTITIES1.GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL.2.FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVECOMPACTION OUT TO THE FINISHED SURFACE.3.ALL FILLS SHALL BE COMPACTED THROUGHOUT TO THE MINIMUM OF 90 PERCENTRELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVEDBY THE SOILS ENGINEER. COMPACTION TEST SHALL BE PERFORMED APPROXIMATELYEVERY TWO FEET IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THEOVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS.4.AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIEDAND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING OF THE FILL.5.FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL.6.ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFOREANY ADDITIONAL FILLS ARE ADDED.7.ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED INPLACE AND BACKFILLED AND APPROVED BY THE SOILS ENGINEER.8.THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINEAND GRADE.9.ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT THE MINIMUM OF 90PERCENT RELATIVE COMPACTION, AND APPROVED BY THE SOILS ENGINEER. THEBUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLATWORK PLACED OVERUNTESTED BACKFILLS TO FACILITATE TESTING.10.THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE BUILDINGDEPARTMENT.11.ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY ANENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY PROBLEM EXISTS. SHOULDEXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICALHAZARDS, THE ENGINEERING GEOLOGISTS SHALL RECOMMEND AND SUBMIT NECESSARYTREATMENT TO THE BUILDING DEPARTMENT FOR APPROVAL.12.WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPE IS DETERMINED TO BENECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILSENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATIONS AND CALCULATIONS FROMTHE BUILDING DEPARTMENT PRIOR TO CONSTRUCTION.13.THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THECONSTRUCTION OF ALL BUTTRESS FILLS AND ATTEST TO THE STABILITY OF THE SLOPEAND ADJACENT STRUCTURES UPON COMPLETION.14.THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURINGGRADING.15.NOTIFICATION OF NONCOMPLIANCE: IF IN THE COURSE OF FULFILLING THEIRRESPONSIBILITY, THE CIVIL ENGINEER, THE SOILS ENGINEER, THE ENGINEERINGGEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE INCONFORMANCE WITH THE APPROVED GRADING PLANS, THE DISCREPANCIES SHALL BEREPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE GRADINGWORK AND TO THE BUILDING INSPECTOR. RECOMMENDATIONS FOR CORRECTIVEMEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FORAPPROVAL.GRADING NOTES1.ALL LOOSE SOIL AND DEBRIS SHALL BE REMOVED FROM PAVED SURFACES. AREAS UPONSTARTING OPERATIONS, AND PERIODICALLY THEREAFTER.2.SEDIMENT CONTROL MEASURES (I.E. GRAVEL BAGS OR EQUIVALENT) SHALL BEIMPLEMENTED AT THE PERIMETER OF ALL DISTURBED SOIL AREAS TO CONTROL RUN-ONAND RUN-OFF.3.GRAVEL BAGS AND NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILEDAT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARYDEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES, WHEN RAIN ISIMMINENT. A STAND-BY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THERAINY SEASON.4.MATERIALS AND WASTE WITH THE POTENTIAL TO POLLUTE URBAN RUN-OFF SHALL BEUSED IN ACCORDANCE WITH LABEL DIRECTIONS AND SHALL BE STORED IN A MANNERTHAT EITHER PREVENTS CONTACT WITH RAINFALL OR CONTAINS CONTAMINATEDRUN-OFF FOR TREATMENT AND DISPOSAL.EROSION CONTROL NOTESISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVEAPPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS ANDRESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAINPLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TOCOMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT.CC&R'STHIS GRADING PLAN HAS BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE INCONFORMANCE WITH THE RECOMMENDATIONS AS OUTLINED IN THE FOLLOWING SOILSREPORT FOR THIS PROJECTENTITLED:GEOTECHNICAL INVESTIGATIONPROJECT No.: 20180731-1DATED:OCTOBER 31, 2018FIRM NAME: R MCCARTHY CONSULTING, INC.BY:DATE: ENGINEERING GEOLOGISTGEOTECHNICAL CERTIFICATION1.PRIOR TO PERFORMING AND WORK IN THE CITY RIGHT-OF-WAY ANENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKSDEPARTMENT.2.A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIREDBEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OFPUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLICIMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK,CURB AND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED.ADDITIONALLY, IF EXISTING UTILITIES INFRASTRUCTURE ARE DEEMED SUBSTANDARD,A NEW 1-INCH WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/ORCLEANOUT WITH BOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BEBORNE BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030).SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE ATTHE DISCRETION OF THE PUBLIC WORKS INSPECTOR.3.AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARDIMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY. ALL NON-STANDARDIMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6 AND L-18.4.CONTRACTOR REMOVE ALL EXISTING DECORATIVE MATERIAL WITHIN THE PUBLICRIGHT-OF-WAY.5.ALL LANDSCAPING WITHIN THE PUBLIC RIGHT-OF-WAY SHALL HAVE A MAXIMUMGROWTH CHARACTERISTIC OF 36-INCHES.PUBLIC WORKS NOTESRAW CUT 75CUBIC YARDSRAW FILL0 CUBIC YARDSOVER EXCAVATION200 CUBIC YARDSSHRINKAGE 5%±15 CUBIC YARDSNET 60 CUBIC YARDS (IMPORT)BENCHMARK914 EAST OCEANFRONT, NEWPORT BEACHCALIFORNIA 92661APN: 048-143-19WILL ROLPHCIVILSCAPES ENGINEERING, INC.28052 CAMINO CAPISTRANO, STE 213LAGUNA NIGUEL, CA 92677949.464.8115will@civilscapes.comSURVEYOROCEAN PROPERTIES RENTALS LLC24881 ALICIA PARKWAYLAGUNA HILLS, CA 92653OWNERLEGAL DESCRIPTIONSITE ADDRESS:914 E. OCEANFRONT, NEWPORT BEACH, CALIFORNIA, 92661GENERAL PLAN LAND USE: RT TWO-UNIT RESIDENTIALAPN: 048-143-19FRONT SETBACK: 6-FTCOASTAL ZONE: YESCABLE: SPECTRUMSANITATION DISTRICT AREA: CNBWATER DISTRICT: NBWATER METER ZONE: 1-110SITE DATA:REFER TO GEOTECHNICAL INVESTIGATION FOR ADDITIONAL INFORMATION:R MCCARTHY CONSULTING, INC.23 CORPORATE PLAZA, SUITE 150NEWPORT BEACH, CA 92660949.629.2539info@rmccarthyconsulting.comSOILS ENGINEERARCHITECTR.A. JEHEBER RESIDENTIAL DESIGN, INC.410 32ND STREET, STE 202NEWPORT BEACH, CA 92663949.723.4393DESIGNATION: NB1-4-71DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED"NB1-4-71", SET IN THE TOP OF A 4 IN. BY 4 IN. CONCRETE POST. MONUMENT ISLOCATED IN THE SOUTHEAST CORNER OF THE INTERSECTION OF F STREET ANDBALBOA BOULEVARD, 81 FT. SOUTHEASTERLY OF THE CENTERLINE OF F STREET AND27.3 FT. NORTHEASTERLY OF THE CENTERLINE OF BALBOA BOULEVARD. MONUMENTIS SET LEVEL WITH THE SIDEWALK.NAVD88 (FT) = 7.828 (LEVELED 2015)LOT 22 OF BLOCK 14, BK 4, PG 11, MM.APN:048-143-19PROJECT SITE914 E OCEANFRONTCIVIL ENGINEER/PA2018-248ZONING ADMISTRATOR 02/28/2019 - APPROVED (18 PAGES)
9.64CATV9.49CONC9.44CONC9.8310.22CONC10.40CONC9.77WM9.78WM9.589.9110.24FG9.799.849.93FG30.32EAVE21.11EAVE21.42EAVE30.04EAVE12.10FS12.18FS12.1712.0412.0512.20FS12.16FS15.42TW15.15TF15.07TF15.66TF AP15.18TF16.46TW16.44TW16.47TW16.12TW16.13TW16.13TW15.91TW12.7411.7812.61
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10.9010.8311.6911.55WM11.55WM12.21CONC15.41TW15.41TW16.17TW12.4512.4412.4112.2516.19TW12.4912.5512.63FS18.03TW18.03TW18.02TW11.59FG11.83CONC11.7729.84EAVERLR9.98FSVACATION ANDABANDONMENT OF STREETRIGHT-OF-WAY PER CNBRESOLUTION NO. 2013-18PER INST. NO. 2013-12198215' ALLEYDEDICATIONPER INST. NO.2013-197558PROPERTY LINEBUILDINGENCROACHMENT15' ALLEYDEDICATIONPER INST. NO.2015-471845PROPERTY LINE10.0FG11.0FG10.0FS10.0FS10.0FG(9.44)FL9.75FL123456789NEW RESIDENCEFF=12.50FF=12.50FS=12.46 FF=12.50FS=12.2510.39GFF10.22FS2"STEPGFF=10.221.0%GFF=10.42
6-1/4" STEPS(4 EACH)10.39GFF10.30FS1"STEPFS=10.18
2.5%4.2%10.15FS10.15FS1.0%10.30FL10.32FS,BOT1.0%10.22FL10.24FS,BOT12.42FL,HP1.2%1.0%11.97FL6-5/8" STEPS(3 EACH)12.05FL12.17FL,GB1.0%1.9%12.19FS12.20FS12.20FS12.09FS12.10FL2.5%12.70TS12.46FS12.70TS12.46FS12.42FL,HP1.0%12.15FL5-3/4" STEPS(4 EACH)1111112.0%2.0%(12.20)FS(12.19)FS87612.25FS12.25FS12.50FF12.25FS3"STEP12.23FL,GB0.6%12.70TS12.70TS(9.83)FS(9.47)FS(4.1)%(0.6)%(0.6)%9.54FS9.86FS1.0%4.0%9.48FL,GB0.9%9.90FS10.10FS4.9%9.63FL4.9%0.83%GBGB9.90FS10.10FS4.2%9.70FL3.6%10.0FS10.15FS2.2%9.94FL1.0%0.83%0.83%9.89FL9.75FL2%5%REMOVEEXIST.FENCE215.65TW15.65TW12.25FS4471010101111FACE OF PROP. BLDG WALLFF=12.50P/L12.28FS12.26FL12.28FSEXISTINGBUILDING(ADJACENTNEIGHBOR)SECTION A-ASCALE: 1"=4'3'±OVER-EXCAVATION LIMITS PERGEOTECHNICAL RECOMMENDATIONSAND TO BE VERFIED IN FIELD BY SOILSENGINEERTEMPORARY 1:1 SLOPETO OVER-EXUNDISTURBEDNATIVE SOILEXISTINGGROUND1%1%REMOVE EXISTING WALLAND CONSTRUCT NEW 6'TALL CMU WALL12.70TSFACE OF PROP. BLDG WALLFF=12.503'±OVER-EXCAVATION LIMITS PERGEOTECHNICAL RECOMMENDATIONSAND TO BE VERFIED IN FIELD BY SOILSENGINEERTEMPORARY 1:1 SLOPETO OVER-EXUNDISTURBEDNATIVE SOILREMOVE ANDCONSTRUCTNEW WALLP/L12.29FS12.27FL12.29FSEXISTINGBUILDING(ADJACENTNEIGHBOR)EXISTINGGROUNDSECTION B-BSCALE: 1"=4'1.0%1.0%12.70TSFACE OF PROP. BLDG WALLFF=12.50P/L(12.21)FS(11.91)FS12.46FSSECTION C-CSCALE: 1"=4'3'±OVER-EXCAVATION LIMITS PERGEOTECHNICAL RECOMMENDATIONSAND TO BE VERFIED IN FIELD BY SOILSENGINEERTEMPORARY 1:1 SLOPETO OVER-EXUNDISTURBEDNATIVE SOILEXISTINGGROUND2.0%12.25FSBOTTOMLESSTRENCH DRAIN15.65TWFACE OF PROP. BLDG WALLFF=12.50P/L10.42GFF3'±OVER-EXCAVATION LIMITS PERGEOTECHNICAL RECOMMENDATIONSAND TO BE VERFIED IN FIELD BY SOILSENGINEERTEMPORARY 1:1 SLOPETO OVER-EXUNDISTURBEDNATIVE SOILSECTION D-DSCALE: 1"=4'EXISTINGGROUND2"10.22GFF10.18FS10.15FS9.78FL9.92FSREMOVEEXISTING FENCE3.9%PRECISE GRADING PLAN FOROCEAN PROPERTIES RENTALS LLC
914 E. OCEANFRONT
NEWPORT BEACH, CA 92661JOB NO.DATESHEET NO.REVISIONS18031NO.REVISIONDATESHEET NO. OF 510/31/201828052 CAMINO CAPISTRANO, STE 213
LAGUNA NIGUEL, CA 92677
949.464.8115 info@civilscapes.com
G:\Projects\18031 914 E Oceanfront, NB\DWG\18031.GRADING.dwg OWNER:OCEAN PROPERTIES RENTALS LLC24881 ALICIA PKWYLAGUNA HILLS, CA 92653GRADING PLANC22 CONSTRUCTION NOTESPAVERS PER ARCHITECT'S PLAN.DRIVEWAY PER ARCHITECT'S PLAN.WALL OR FENCE PER ARCHITECT'S PLAN.ROOF DRAIN DOWNSPOUT PER ARCHITECT'S PLAN.CONSTRUCT NEW 1-INCH WATER SERVICE PER CITY OF NEWPORT BEACH STANDARD DRAWING STD-502-L;TRENCH RESURFACING PER DRAWING STD 105-L-B. METER AND SERVICE SIZE SHALL BE CONFIRMED BY MEPCONSULTANT.CONSTRUCT NEW 4-INCH SEWER LATERAL AND CLEANOUTS PER CITY OF NEWPORT BEACH STANDARDDRAWING STD-406-L WITH TRAFFIC BOX AND LID; TRENCH RESURFACING PER DRAWING STD 105-L-B.REMOVE AND REINSTALL NEW GAS SERVICE AND METER PER GAS COMPANY'S STANDARDS ANDSPECIFICATIONS.REMOVE AND REINSTALL ELECTRIC SERVICE AND METER PER ELECTRIC COMPANY'S STANDARDS ANDSPECIFICATIONS.CONSTRUCT CONCRETE STEMWALL PER STRUCTURAL PLANS AND DETAIL ON SHEET C3.CONSTRUCT BOTTOMLESS TRENCH DRAIN PER DETAIL ON SHEET C3.CONSTRUCT PORTLAND CEMENT CONCRETE ALLEY PER CITY OF NEWPORT BEACH STANDARDS STD-140-L &STD-141-L.1234567891011TOP OF WALLFINISHED SURFACEFLOW LINEFINISHED GRADEGRADE BREAKHIGH POINTLEGENDINVERTTOP OF GRATEFINISHED FLOOR ELEVATIONTWFSFLFGGBHPINVTGFFTOP OF COPING OR TOP OF CURBTCGARAGE FINISHED FLOORGFFPROPERTY LINE AND LIMIT-OF-WORKOREXISTING ELEVATION; CONTRACTOR SHALL FIELDVERIFY ELEVATIONS PRIOR TO CONSTRUCTION ANDREPORT ANY DISCREPANCIES TO CIVILSCAPESENGINEERING102.6(102.6)EXISTING GRADEEG TOP OF STEM WALLTSEXISTING SPOT ELEVATION( )PROPOSED WALLTOP OF RETAINING WALLTRWFLOWLINEALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BEPERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN ALICENSED GENERAL ENGINEERING CONTRACTOR.***ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BEPERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSEDGENERAL ENGINEERING CONTRACTOR.***********GAS METERGMWATER METERWMPA2018-248ZONING ADMISTRATOR 02/28/2019 - APPROVED (18 PAGES)
9.93FG30.32EAVE21.11EAVE30.04EAVE12.1712.0412.0512.20FS12.16FS15.4315.42TW15.15TF15.07TF15.66TF AP15.18TF16.46TW16.44TW16.47TW16.12TW16.13TW16.13TW15.91TW12.7411.7812.61
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3
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10.9010.8311.6911.55WM11.55WM12.21CONC15.41TW15.41TW16.17TW12.4512.4412.4112.2516.19TW12.4912.5512.63FS18.03TW18.03TW18.02TW11.59FG11.83CONC11.7729.84EAVERLR9.98FS15' ALLEYDEDICATIONPER INST. NO.2015-471845PROPERTY LINE10.0FG11.0FG10.0FSFS10.0FG123456789NEW RESIDENCEFF=12.50PRECISE GRADING PLAN FOROCEAN PROPERTIES RENTALS LLC
914 E. OCEANFRONT
NEWPORT BEACH, CA 92661JOB NO.DATESHEET NO.REVISIONS18031NO.REVISIONDATESHEET NO. OF 510/31/201828052 CAMINO CAPISTRANO, STE 213
LAGUNA NIGUEL, CA 92677
949.464.8115 info@civilscapes.com
G:\Projects\18031 914 E Oceanfront, NB\DWG\18031.GRADING.dwg OWNER:OCEAN PROPERTIES RENTALS LLC24881 ALICIA PKWYLAGUNA HILLS, CA 92653EROSION CONTROL PLANC33 1.CONTRACTOR SHALL PROVIDE ONSITE CONCRETE WASHOUT FACILITY AND COMPLY WITHCASQA BMP WM-8.2.ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACHWORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%.3.SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USINGAN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROLS TO THE MAXIMUM EXTENTPRACTICABLE, AND STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENTTRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OF ADJACENT PROPERTIES VIARUNOFF, VEHICLE TRACKING, OR WIND.3.APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUESSHALL BE IMPLEMENTED AND RETAINED ON SITE TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF. NOTES:SAND BAG DETAILNO SCALEAEROSION CONTROL CONSTRUCTION NOTESINSTALL SAND (OR GRAVEL) BAG BARRIER PER CASQA SE-8 AND SE-6AAAAAFINISHED SURFACEFINISHED FLOORFINISHED GRADEFINISHED FLOOR*VERTICAL DISTANCE PER 2016 CRC SECTION R317.1 MAY BEREDUCED PROVIDED THAT WOOD FRAMING MEMBERS,INCLUDING WOOD SHEATHING, THAT REST ON EXTERIORFOUNDATION WALLS ARE MADE OF NATURAL DURABLE ORPRESERVATIVE-TREATED WOOD IN ACCORDANCE WITHCODE. CONTRACTOR SHALL NOTIFY CIVILSCAPESENGINEERING IF THERE ARE ANY CONFLICTS** MINIMUM GRADE AWAY FROM FOUNDATION SHALL BE PER2016 CRC SECTION R401.3. CONTRACTOR SHALL NOTIFYCIVILSCAPES ENGINEERING IF THERE ARE ANY CONFLICTS.****106" MIN. WIDE PEDESTRAIN SAFE FRAME &GRATE 3/8" SLOT OPENING.EAST JORDANIRON WORKS OR EQUAL(800)874-4100#4 REBAR TOP & BOTTOMDIMENSIONS DETERMINED BYGRATE FRAME DIMENSIONS.USEFRAME AS A FORMCRUSHED ROCK W/FILTER CLOTHFILL THIS PORTION WITH CRUSHED ROCKAFTER POURING GRATE SUPPORT CURBELEVATIONSECTION E-EPLAN VIEWGRATEEEa- Dig a 24" wide x 18" minimum depth trenchb- Place filter cloth in the trench.Lap 12" @ topc- Form bottom of the trench with crushed rock.d- Form and pour perimeter concrete curbe- Fill the rest of the trench with crushed rock to 4" from top of trenchDETAIL EBOTTOMLESS TRENCH DRAINNO SCALEP/LFINISHED FLOOR/ADJACENT GRADE DETAILNO SCALEFINISHED SURFACEFINISHED FLOORFINISHED GRADEFINISHED FLOOR****CONSTRUCT STEM WALL AS NECESSARY TO PROVIDE MINIMUMSEPARATION DISTANCE BETWEEN WOOD SHEATHING AND SURFACEPER 2016 CRC SECTION R317.1. FOUNDATIONS WITH STEM WALLSSHALL HAVE ONE NO. 4 BAR WITHIN 12 INCHES FROM TOP OF WALLAND ONE NO. 4 BAR LOCATED 3 TO 4 INCHES FROM BOTTOM OFFOOTING (MINIMUM) PER 2016 CRC SECTION R403.1.3.1. REFER TOSTRUCTURAL DRAWINGS FOR DETAILS.*********VERTICAL DISTANCE PER 2016 CRC SECTION R317.1 MAY BE REDUCEDPROVIDED THAT WOOD FRAMING MEMBERS, INCLUDING WOODSHEATHING, THAT REST ON EXTERIOR FOUNDATION WALLS AREMADE OF NATURAL DURABLE OR PRESERVATIVE-TREATED WOOD INACCORDANCE WITH CODE. CONTRACTOR SHALL NOTIFYCIVILSCAPES ENGINEERING IF THERE ARE ANY CONFLICTS*** MINIMUM GRADE AWAY FROM FOUNDATION SHALL BE PER 2016 CRCSECTION R401.3. CONTRACTOR SHALL NOTIFY CIVILSCAPESENGINEERING IF THERE ARE ANY CONFLICTS.PA2018-248ZONING ADMISTRATOR 02/28/2019 - APPROVED (18 PAGES)
PRECISE GRADING PLAN FOROCEAN PROPERTIES RENTALS LLC
914 E. OCEANFRONT
NEWPORT BEACH, CA 92661JOB NO.DATESHEET NO.REVISIONS18031NO.REVISIONDATESHEET NO. OF 510/31/201828052 CAMINO CAPISTRANO, STE 213
LAGUNA NIGUEL, CA 92677
949.464.8115 info@civilscapes.com
G:\Projects\18031 914 E Oceanfront, NB\DWG\18031.GRADING.dwg OWNER:OCEAN PROPERTIES RENTALS LLC24881 ALICIA PKWYLAGUNA HILLS, CA 92653GEOTECHNICAL NOTESC44 PA2018-248ZONING ADMISTRATOR 02/28/2019 - APPROVED (18 PAGES)
PRECISE GRADING PLAN FOROCEAN PROPERTIES RENTALS LLC
914 E. OCEANFRONT
NEWPORT BEACH, CA 92661JOB NO.DATESHEET NO.REVISIONS18031NO.REVISIONDATESHEET NO. OF 510/31/201828052 CAMINO CAPISTRANO, STE 213
LAGUNA NIGUEL, CA 92677
949.464.8115 info@civilscapes.com
G:\Projects\18031 914 E Oceanfront, NB\DWG\18031.GRADING.dwg OWNER:OCEAN PROPERTIES RENTALS LLC24881 ALICIA PKWYLAGUNA HILLS, CA 92653GEOTECHNICAL NOTES (CONTD.)C55PA2018-248ZONING ADMISTRATOR 02/28/2019 - APPROVED (18 PAGES)
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PA2018-248 ZONING ADMISTRATOR 02/28/2019 - APPROVED (18 PAGES)
PA2018-248 ZONING ADMISTRATOR 02/28/2019 - APPROVED (18 PAGES)
PA2018-248 ZONING ADMISTRATOR 02/28/2019 - APPROVED (18 PAGES)
PA2018-248 ZONING ADMISTRATOR 02/28/2019 - APPROVED (18 PAGES)
PA2018-248 ZONING ADMISTRATOR 02/28/2019 - APPROVED (18 PAGES)
PA2018-248 ZONING ADMISTRATOR 02/28/2019 - APPROVED (18 PAGES)
PA2018-248 ZONING ADMISTRATOR 02/28/2019 - APPROVED (18 PAGES)
PA2018-248 ZONING ADMISTRATOR 02/28/2019 - APPROVED (18 PAGES)
PA2018-248 ZONING ADMISTRATOR 02/28/2019 - APPROVED (18 PAGES)