The URL can be used to link to this page

Home My WebLink About20191017_PlansSOILS GEOLOGIST NOTES THE OWNER SHALL RETAIN A SOILS GEOLOGIST WHO SHALL PERFORM THEFOLLOWING...1. VERIFY THE ASSUMED BEARING CAPACITY OF 1,500 PSF PER THESOILS REPORT.2. INSPECT AND APPROVE OF AREAS PRIOR TO PLACEMENT OF FILL ORCONCRETE.3.INSPECT, TEST AND APPROVE OF ALL FILL, VERIFYING MINIMUM OF90% RELATIVE COMPACTION.4. INSPECT AND APPROVE ALL FOUNDATION EXCAVATIONS AND SLABON GRADE.5. A FINAL REPORT OF COMPACTION AND INSPECTION SHALL BEPREPARED BY THE SOILS GEOLOGIST and SHALL BE SUBMITTED TOTHE CITY GRADING ENGINEER FOR REVIEW AND FINAL APPROVAL.6. NO FILLS SHALL BE PLACED PRIOR TO APPROVAL BY THE SOILSGEOLOGIST.7. THE GENERAL CONTRACTOR SHALL REVIEW THE SOILS REPORTand ABIDE BY ALL RECOMMENDATIONS CONTAINED THERE-IN.8. REFER TO THE "SR" SHEET FOR SOILS REPORT RECOMMENDATIONS.9. A CAL-OSHA PERMIT IS REQUIRED FOR ANY EXCAVATIONS DEEPERTHAN 5'-0" and FOR SHORING OR UNDERPINNING.10. CONTRACTOR SHALL NOTIFY THE ADJACENT PROPERTY OWNERSBY CERTIFIED MAIL 10 DAYS PRIOR TO THE START OF ANY SHORING orEXCAVATION WORK.11. CONTRACTOR SHALL VERIFY 45 DEGREE MINIMUM EXCAVATIONANGLE FROM THE BOTTOM OF ADJACENT BUILDING FOOTINGS ONNEIGHBORING PROPERTIES.CONSULTANTS CIVIL ENGINEER : DALE FORBES ofESIFME STRUCTURAL ENGINEERS, INC.1800 EAST 16TH STREET, UNIT BSANTA ANA, CA 92704(714) 835-2800 PH, (714) 835-2819 FAX SOILS GEOLOGIST: COAST GEOTECHNICAL, INC.1200 W. COMMONWEALTHFULLERTON, CA 92833(714) 870-1211 PH, (714) 870-1222 FAX SURVEYOR - RDM LAND SURVEYING23016 LAKE FOREST DRIVE. #409LAGUNA HILLS, CA 92653(949) 858-2924 OFFICE(949)858-3438 FAXEMAIL - RDMSURVEYING@COX.NETNOTES1. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOESNOT RELIEVE THE APPLICANTS OF THE LEGAL REQUIREMENT TO OBSERVECOVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDEDAGAINST THE PROPERTY OR TO OBTAIN PLANS2. PRIOR TO PERFORMING ANY WORK WITH IN THE CITY RIGHT-OF-WAY andENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKSDEPARTMENT.DEFERRED SUBMITTALSTHE FOLLOWING DEFERRED SUBMITTALS SHALL BE SUBMITTEDTO THE CITY AND APPROVED PRIOR TO PERFORMING THE WORKINVOLVED. DEFERRED SUBMITTALS TO BE REVIEWED BY THEPROJECT ARCHITECT or ENGINEER of RECORD and CERTIFIEDPRIOR TO SUBM,ITTAL FOR PLAN CHECK or APPROVAL BY THECITY.1. HVAC CONDENSER LOCATION IN ROOF MECH. WELL2. FIRE SPRINKLER SYSTEM PER NFPA 13DHVAC CONTRACTOR SHALL SUBMIT SOUND ATTENUATIONDESIGN FOR HVAC EQUIPMENT PER ARI STD. 275SOUND LEVEL NOT TO EXCEED 50 dba ( 55 dba WITH TIMER ;65 dba WITH TIMER AND NEIGHBORS CONSENT ) PER SECTION10.26.045 OF THE NBMC. LOCATION OF MEASUREMENT TO BEADJACENT PROPERTY PATIO OR OPENING. LOCATEEQUIPMENT IN THE EQUIPMENT WELL ON ROOF. PROVIDESEISMIC ANCHORAGE OF THE UNIT AND THE REQUIREDPLATFORMS.FIRE NOTE THIS PROJECT WILL BE FIRESPRINKLERED PER NFPA 13DNORTH ARROWRECYCLING NOTERECYCLE and/or SALVAGE for REUSE AMINIMUM of 65% of THE NON-HAZARDOUSCONSTRUCTION and DEMOLITION WASTE INACCORDANCE with SECTION 4.408.1 GREENCODE.SITE PLAN and INFORMATION ARCHITECT John T. Morgan Jr. 18682 Beachmont Avenue North Tustin, CA 92705 ph (714) 730-2723 fax (714) 730-272414" = 1'-0"A-1VAN MECHELEN RESIDENCE 719 West Balboa Blvd. Newport Beach, CA 926612 CARGARAGEPROPERTY LINE 29.99'PROPERTY LINE 30.01'PROPERTY LINE 73.60'1 :1 (L = 30.01'R = 5779.58'11.23 TOC1 0 . 9 0 F S 1 0 . 9 0 F S 9.90 FSE L E V . 1 0 . 7 0 F S 1 0 . 6 5 F S 10.65 FS10.65 FS( 1 0 . 2 9 F S ) 11. 2 1 T O C ( 10.20 FS )( 10.20 FS )BALBOA BOULEVARDEXT'GCONC.EXT'GCONC.( 8.37 FL )( 8 . 9 6 T C )( 8.38 FL )( 8.95 TC )( 8 . 2 9 F L ) ( 8 . 9 3 T C )EXT'GACC H I S " X " ( 8 . 9 7 F S )( 9.06 FS )( 9.13 FS )EXT'GCONC.EXT'GACEXT'GACEXT'GAC( 9 . 0 9 F S )(10.60FS)( 11 .84TW) 4.7'2.8'XXPILAR(9.96FL)( 10.3 2 F S )( 9.98 FL )( 9.97 FL )( 10.21 FS )( 10.28 FS )EDISONBOX( 11.00 FS )( 12.77 TW )( 12.59 TW )( 9.89 FS )20.05.0 CF.W. 2.0 GUTTER ( 8.38 FS )( 8.46 FS )( 8.47 FS )( 8.51 FS )EXT'GCONC.EXT'GCONC.EXT'GCONC.EXT'GCONC.EXT'GCONC.EXT'GCONC.EXT'GCONC.EXT'GCONC.EXT'GCONC.EXT'GCONC.EXT'GCONC.EXT'GCONC.EXT'GCONC.( 10.20 FS )( 10.10 FS )( 11.30 FS )( 1 2 . 0 1 TW ) ( 9 . 0 5 TW ) ( 1 0 . 9 8 T G )( 10.92 TG )( 10.30 FS )ALLEYALLEY5'-0"5'-0"5'-1" 5'-0" SETBACK EXT'GCONC.EXT'GCONC.EXT'GCONC.EXT'GCONC.EXT'GCONC.EXT'GCONC.EXT'GBRICKEXT'GBRICK7'-0" SETBACK 9'-1" TO FOS 3'-0"3'-0"SBSB3'-1"TO FOSTO FOS3'-0"3'-0"SBSB3'-1"TO FOS3'-1"TO FOSTO FOS 10.85 FS1 0 . 9 0 F S 1 0 . 8 6 F S 12.56 TWEXT'GCONC. 10.83 FS10.83 FS 1 0 . 8 3 F S 12.56 TW12.56 TWRECESSEDELECTRICMETER 30" WIDE x 72" HIGHWOOD GATE with$600 ALLOWANCE30" WIDE x 72" HIGHWOOD GATE with$600 ALLOWANCE32" WIDE x 72" HIGHWOOD GATE with$600 ALLOWANCE42" WIDE x 25" HIGHWOOD GATE with$600 ALLOWANCE10.87 FSTHE PROJECT DATUM USED IS NAVD88RECORD OF SURVEY NOTES1. DUE TO FIELD SURVEY IN-ACCURACY ISSUES, EFFECTIVE DECEMBER 8, 2003THE BUILDING DEPARTMENT WILL NO LONGER ACCEPT TEMPORARY CORNERMONUMENTS FOR NEW CONSTRUCTION. PERMANENT MONUMENTS WHICHCOMPLY WITH SECTION 8772 OF THE CALIFORNIA LAND SURVEYOR'S ACT WILLBE REQUIRED PRIOR TO GRADING OF PROJECT SITE.2. A LICENSED SURVEYOR OR CIVIL ENGINEER SHALL MONUMENT THE PROPERTYCORNERS BEFORE THE START OF GRADING, WITH PERMANENT MONUMENTS.3.BEFORE CERTIFICATE OF OCCUPANCY CAN BE ISSUED BY THE CITY, THE BUILDINGDEPARTMENT WILL VERIFY THAT A CORNER OF RECORD OR RECORD OF SURVEYHAS BEEN FILED WITH AND APPROVED BY THE COUNTY SURVEYOR ASREQUIRED BY SECTIONS 8762 and 8773 OF THE CALIFORNIA LAND SURVEYOR'SACT. A COPY OF THE APPROVED RECORD OF SURVEY OR CORNER RECORD ISREQUIRED TO BE SUBMITTED TO THE BUILDING INSPECTOR PRIOR TO CALLING FORFOUNDATION INSPECTION4. THE TOPOGRAPHIC SURVEY SHALL BE STAMPED AND SIGNED BY A STATELICENSED LAND SURVEYOR OR CIVIL ENGINEER , (LICENSE NUMBER BELOW33,966).CITY SEWER LATERAL DETAILSREFER TO DETAIL 6 ON DP2 for CITY STANDARD SEWER LATERAL DETAIL 406-LDESIGN PROFESSIONAL IN CHARGETHE REGISTERED DESIGN PROFESSIONAL IN CHARGE SHALL BERESPONSIBLE FOR REVIEWING AND COORDINATING SUBMITTALDOCUMENTS PREPARED BY OTHERS, INCLUDING PHASED ANDDEFERRED SUBMITTAL ITEMS FOR COMPATIBILITY WITH THE DESIGNOF THE BUILDING , NBMC 15.02.010, CBC APPENDIX CHAPTER 1,106.3.4THE GOVERNING CODES AND STANDARDS FOR THIS PROJECT ARE THE2016 CALIFORNIA BUILDING CODE ; 2016 CBC, 2016 CRC ; 2016 CPC ; 2016CEC ; 2016 CMC ; 2016 CALIFORNIA ENERGY EFFICIENCY STANDARDSCODE ( EES ) CODES WITH LOCAL AMENDMENTS ; 2016 CALIFORNIABUILDING STANDARDS CODE ( CAL-GREEN )SITE PLAN NOTES1. POOLS, SPAS, FENCES, WALLS, PATIO COVERS AND OTHER SIMILARFREE STANDING STRUCTURES REQUIRE SEPARATE REVIEWS ANDPERMITS. ANY WALL and/or FENCE PERMITS SHALL BE REQUIRED TOBE PULLED AT THE SAME TIME THE BUILDING PERMIT IS ISSUED.2. VERIFY UTILITY METER LOCATIONS WITH SOUTHERN CALIFORNIAEDISON and SOUTHERN CALIFORNIA GAS COMPANY PRIOR TOINSTALLING THOSE METERS.3.ALL SITE GATES ARE TO BE CONSTRUCTED OF WOOD MATERIALWITH DESIGN SELECTED BY THE OWNER. PROVIDE KEY LOCKS ANDDEADBOLT AT EACH GATE LOCATION. PROVIDE A $800ALLOWANCE FOR EACH GATE.4. THE DEMOLITION OF THE EXISTING RESIDENCE REQUIRES A SEPARATEPERMIT FROM THE CITY.5. CONTRACTOR SHALL OBTAIN A HAUL ROUTE PERMIT FROM THETRAFFIC ENGINEER FOR IMPORT OR EXPORT MATERIALS PRIOR TO THESTART OF GRADING WORK.6. ALL NEW UTILITY SERVICE CONNECTORS SHALL BE MADEUNDERGROUND.7. FENCES, HEDGES AND WALLS WITHIN FRONT YARD SETBACKSCANNOT EXCEED 42" FROM EXISTING GRADE AND WITHIN SIDEYARDSETBACKS CANNOT EXCEED 6'-0" FROM EXISTING GRADE.8. ALL BLOCK WALL PERMITS SHALL BE ISSUED AT THE SAME TIME ASTHE BUILDING PERMIT.FENCE NOTEFOR ANY PORTION OF A WALL OR FENCETHAT EXTENDS OVER COMMON PROPERTYLINES,TO INCLUDE FOOTINGS OR STRUCTURALCOMPONENTS, THE CONTRACTOR SHALLOBTAIN THE NEIGHBORS WRITTEN APPROVALAND A SEPARATE PERMIT.EXISTING 2STORYRESIDENCEEXISTING 2STORYRESIDENCEA B B R E V I A T I O N SFF ....................... FINISHED FLOORTC ..................... TOP of CURB AT STREETTOC ................. TOP of CURB IN GARAGEFS ..................... FINISHED SURFACEFOS ................. FACE of STUD AT WALLFL ..................... FLOW LINEL&T .................. LICENSE and TAGTW ................... TOP of WALLEXT'G .............. EXISTINGGF .................... GARAGE FLOOR AT DOORSF ..................... SHEET FLOW( XXX ) ........... EXISTING ELEVATIONSNEW THREESTORY RESIDENCE10.90 1ST FFV I C I N I T Y M A PPROJECT SITE719 W. BALBOA BLVDNEWPORT BEACH, CASQUARE FOOTAGE CALCULATIONS1ST FLOOR .................................................................................................. 929.81 S.F.2ND FLOOR ................................................................................................ 1,204.60 S.F.3RD FLOOR293.03 S.F.TOTAL LIVABLE ........................................................................................ 2,427.44 S.F.GARAGE471.49 S.F.STRUCTURAL .............................................................................................. 2,898.93 S.F.MAXIMUM ALLOWED SQUARE FOOTAGE IS ............................. 2,932.28 S.F.2ND FLOOR DECK ...................................................................................... 208.00 S.F.3RD FLOOR DECK AT FRONT ............................................................... 458.00 S.F.3RD FLOOR DECK AT REAR270.00 S.F.TOTAL DECKS ............................................................................................. 936.00 S.F.PUBLIC WORKS NOTES1. IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED,NEW CONCRETE SIDEWALK, CURB and GUTTER, and ALLEY/STREET PAVEMENT and OTHERIMPROVEMENTS WILL BE REQUIRED BY THE CITY AT THE TIME OF PRIVATECONSTRUCTION COMPLETION. ADDITIONALLY, IF EXISTING UTILITIES INFRASTRUCTUREARE DEEMED SUBSTANDARD, A NEW 1 - INCH WATER SERVICE, WATER METER BOX,SEWER LATERAL and/or CLEAN OUT and BOX with LID WILL BE REQUIRED. 100% of THECOST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020 and14.08.030 ). SAID DETERMINATION and THE EXTENT OF THE REPAIR WORK SHALLBE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR.2. AN APPROVED ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON STANDARDIMPROVEMENTS LOCATED WITHIN THE PUBLIC RIGHT OF WAY. ALL NON-STANDARDIMPROVEMENTS SHALL COMPLY with CITY COUNCIL POLICY L-6 and L-18.3.CLEAN OUTS ARE REQUIRED AT INTERVALS OF 100 FEET IN STRAIGHT RUNS, INBRANCHES EXCEEDING 10 FEET and WHERE THE SUM OF THE ANGLES EXCEEDS 135DEGREES IN A GIVEN RUN PER CPC 707 and 719.4. THE SEWER CLEAN OUT LOCATED WITHIN THE PUBLIC RIGHT OF WAY SUBJECT TOTRAFFIC SHALL BE INSTALLED WITH A TRAFFIC GRADE BOX and COVER.5. THE EXISTING WATER METER LOCATED WITHIN THE PUBLIC RIGHT OF WAY AT THEDRIVEWAY SHALL BE VERIFIED TO HAVE A TRAFFIC GRADE BOX AND COVER.6. THE DECORATIVE PAVERS WITHIN THE EXISTING UTILITY EASEMENT WILL REQUIRE ANENCROACHMENT AGREEMENT WITH THE CITY.2ND FLOOR OUTLINE2ND FLOOR OUTLINE2ND FLOOR DECK OUTLINE2ND FLOOR DECK OUTLINE SETBACK LINESETBACKLINESETBACKLINESETBACKLINESETBACKLINESETBACK LINE1ST FLOORSETBACK4'-1"PACIFIC OCEANNEWPORT BAY2ND FLOOROUTLINE3RD FLOOR OUTLINE3RD FLOOR OUTLINE3RD FLOOR OUTLINE3RD FLOOR OUTLINE 3RD FLOOR OUTLINE 3RD FLOOR DECK OUTLINE 3RD FLOOR DECK OUTLINE DN 7" R DN (3) 6" R EXT'GCONC.5'-1" 10'-0" 6'-0" CMU WALL SEE DETAIL X on DP2 28'-0" LONG x 6" WIDETRENCH DRAIN26'-0" LONG x 6" WIDETRENCH DRAIN10.86 F S 10.86 F S UP 5" R 11.23 TOC11.23 TOC11.23 TOCSHEET INDEXA-1 SITE PLAN and INFORMATIONDP PRECISE DRAINAGE PLANDP2 SITE DETAILSSR SOILS REPORT RECOMMENDATIONSCG CAL-GREEN NOTES and RESIDENTIAL CONSTRUCTION MINIMUM NOTESCDP COASTAL DEVELOPMENT PERMIT RESOLUTIONGN GENERAL NOTES and SITE DETAILSA-2 DOOR, WINDOW SCHEDULES and FLOOR PLAN NOTESA-3 1ST, 2ND and 3RD FLOOR PLANSA-4 ELEVATIONSA-5 SECTIONS A, B, C, D and EA-6 1ST, 2ND FLOOR ELECTRICAL PLANSA-7 3RD FLOOR ELECTRICAL PLANSA-8 1ST, 2ND and 3RD FLOOR REFLECTED CEILING PLANSA-9 FOUNDATION PLAN with DIMENSIONSA-10 ROOF PLANSGN STRUCTURAL GENERAL NOTESS-1 1ST FLOOR FRAMING and FOUNDATION PLANSS-2 2ND FLOOR FRAMING AND ROOF FRAMING PLANSFD1 FOUNDATION DETAILSSD1 STRUCTURAL DETAILSSD2 STRUCTURAL DETAILSHFX2 HARDY FRAMING DETAILS - HFX PANELSHFX3 HARDY FLOOR SYSTEM DETAILS - HFX PANELSD-3 ARCHITECTURAL DETAILSD-4 ARCHITECTURAL DETAILSD-5 ARCHITECTURAL DETAILST-24 1a TITLE 24 GAME ROOM COMPLIANCE SHEETT-24 1b TITLE 24 RESIDENCE COMPLIANCE SHEETT-24.mm MANDATORY FEATUREST-1 TOPOGRAPHIC SURVEYSF-1 1ST, 2ND and 3RD FLOOR SQUARE FOOTAGE CALCULATIONSDP29ADP23DP29ADP29BDP29BDP29ADP2HATCHING INDICATESNEW 6 FOOT HIGH CMUBLOCK WALL PER DETAILSHATCHING INDICATESNEW 42" HIGH CMU BLOCKWALL PER DETAILSHATCHING INDICATESNEW 42" HIGH CMU BLOCKWALL PER DETAILSHATCHING INDICATESNEW 42" HIGH CMU BLOCKWALL PER DETAILSHATCHING INDICATESNEW 6 FOOT HIGH CMUBLOCK WALL PER DETAILSNEWCONC.NEWCONC.NEWCONC.NEWCONC.NEWCONC.NEWCONC.NEWCONC.NEWCONC.NEWCONC.NEWCONC.NEWCONC.NEWCONC.NEWCONC.NEWCONC.NEWCONC.NEWCONC.NEWCONC.NEWCONC.NEWCONC.NEWCONC.NEWCONC.NEWCONC.NEWCONC.NEWCONC.NEWCONC.DP234PROPERTY LINE 72.63'1 ( GAS CITY OF NE\VPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BULDING DIVISION 100 Civic Center Drive I P.O. Bo.: 17G8 I Newport Beach. CA 92058-8915 WW'N.nevmorthenchr.;i_gov I (949) 644-3200 GENERAL GRADING SPECIFICATIONS GENERAL 1. All work shall conform to Chapter 15 of the Newport Beadl Municipal Code (NBMC), the project soils report rrnd special requirements of the permit. 2. Dust shall he controlled hy wa!Bring and/or dust p;:illiative 3. Sanitary facilities shall be maintained on the site during the construction period. ~-Work hours are limited from 7:00 AM to 6:30 PM Monday through Friday; 8:00 AM to 6:00 PM Saturdays: <llld NO WORK ON SUNDAYS AND HOLIDAYS per seclinn 10-28 or Ille NBMC. 5. Noise, excavation, delivery and removal shall be controlled per Section 10-28 of the NBMC. 6. The stamped set ot approved plans shall be on the job site at all times. 7. Permittee and Contractor are responsible for locating and protecting utilities. 8. Approved shoring, drainage provisions and protective measures must be used to protect adjoining properties during the grading operation. 9. Cesspools and seplic h'Jnks shall be :=ibandoned in compli:=ince with the Uniform Plumbing Code and ;:ipproved by the Building Official. 10. Haul routes for import or export of materials shall be approved by the City Traffic Engineer and procedures shall conform with Chapter 15 of the NBMC. 11. Positive drainage shall be main1f1ined away from all building and slope a ref.ls. 12. Failure to request inspections and/or have removable erosion control devices on-site at the appropriate times shall result in a '"Stop Work."' order. 13. All plastic dminf.lge pipes shall consist of PVC or ABS pl8slic schedule 40 or SDR 35 or ADS 3000 with gluerJ joints .. 14. No paint. plaster, cement, soil, mortar or other residue shall be allowed to enter streets. curbs gutters or slurm drnint>. All mal1:1rial and wat>lti ,;hall be rnrm.1ved [rum lhe :;ilti. EROSION CONTROL 1. Temporary erosion control plans are required from October 15 to May 15. 2. Erosion control devices shall be available on-site betv,een October 15 and May 15. Forms\General Grad ng Specifications 04/19.'13 3. Between October 15 and May 15, erosion control measures shall be in place at the end of each working day whenever the five-day probability of rain exceeds 30 percent. During the remainder of the year, they shall be in place at the end of the working day, whenever the daily rainfall probability exceeds 50 percent. 4. Temporary desilting basins, when required, shall be installed and maintained for the duration of the project. REQUIRED INSPECTIONS 1. A pre-grading meeting shall be scheduled 48 hours prior to start of grading with the following people present: owner, grading contractor, design civil engineer, soils engineer, geologist, City Building Inspector or their representatives. Required field inspections ·will be outlined at the meeting. 2. A pre-paving meeting shall be scheduled 48 hours prior to start of the sub-grade preparation for the paving with the following people present: owner. paving wntractnrs, design civil engineer, soils engineer, City Building Inspector or their representatives. Required field inspections will be outlined at the meeting. GRADING FILLS/CUTS 1. Graded slopes shall be no steeper than 2 horizontal to 1 vertical. 2. Fill slopes shall be compacted to no less than 90 percent relative compaction out to the finished surface. 3. All fills shall be compacted throughout to a minimum of 90 percent relative compaction as determined by ASTM test method 1557, and approved by the soils engineer. Compactio11 tests shall be performed approximately every two feet in vertical height and of sufficient quantity to attest to the overall compaction effort applied to the fill areas. 4. Areas to receive fill shall be cleared of all vegetation and debris. scarified and approved by the soils enuineer prior to placing of the fill 5. Fills shall be keyed or benched into competent mcitcri<1I. 6. All existing fills shall be approved by the soils engineer or removed before any additional fills are added. 7. Any existing irrigation lines and cisterns shall be removed or crushed in place and back.filled and approved by the soils engineer. 8. The engineering geologist f.lnd soils engineer shf1II, after clearing and prior to lh8 plc1ccmcnt of fill in canyons. inspect each canyon 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 be designed and constructed prior to the placement of fill in each respective canyon 9. The exact location of the subdrains shc1II be surveyed in the field for line omd grade. 10. ALL trench backfills shall be compacted throughout to a minimum of 90 percent relative compaction, and approved by the soils engineer. The Building Division may require coring of concrete flat work placed over uI1tested back.fills to facilitate testing. 11. The slockpiling or excess malerial shall be approved by lhe Building Division. 12. Landscaping of all slopes and pads shall be in accordance with Chapter 15 of the NBMC. 13. All cut slopes shall be investigated both during and after grading by an engineering geologist to determine if any stability problem exists. Should excavation disclose f.lny geological hazards or pot8ntial geological hazards, the engineering geologist shall recommend and submit necessary treatment to the Building Division for approval. Forms\General Gracl ng Specifications 0~/19.'13 2 14. Where support or buttressing ot cut and natural slopes is determined to be necessary by the engineering geologist and soils engineer, the soils engineer will obtain approval of design, loc.ation and calculations from the Building Division prior to construction. 15. The engineering geologist and sails engineer shall inspect and test the construction of all buttress fills and ;:ittest to the stability of the slope ;:ind ;:idjacent structures upon completion. 16. When cut pads are brougt1t to near grade ttIe enyineering yeoloyist shall determine if the tJedrock is extensively fractured or faulted and will readily transmit water. If considered necessary by the engineering geologist and soils engineer, a conipacted fill blank.et will be placecl. 17. The engineering geologist shall pertorm periodic inspections during grading. 18. Notification of Noncompliance: If, in the course of fulfilling their responsibility. the civil engineer, the soils engineer, the engineering geologist or the testing agency finds that the work is not being done in conformance with the approved grading plans. the discrepancies shall be reported immediately in writing to the person in charge of the gn:iding work ond to the Building Inspector. Recommendotions for corrective measures, if necessary, shall be submitted to the Building Department for approval DOCUMENTATION 1. An as-buill grading plan shall be prepared by lhe civil engineer including original ground surrace elevalions, as graded ground surface elevations, lot drainage patterns and locations, and elevations of all surface and subsurface drainage facilities. He/she shall provide written approval that the work was done in accordance ,vith the final approved grading plan and state the number of yards of cut and/or fill moved during the operation. 2. A soils grading report prepared by the soils engine,;r, including locations and elev;:ition of fi,;ld density tests. Summaries of field and laboratory results and other substantiated data and comments on any changes made during grading and their effect on the recommendations made in the soils engineering investigation reporl He shall provide written approval as lo lhe adequacy of lhe site ror lhe intended use and completion of work in ao:;ordance with the job specifications. 3. A geologic grading report prepared by the engineering geologist, inciuding a final description of the geology of the site, including any new information disclosed during the grading and the effect of same on recommendations incorporated in the approved grading plan. He/she shall provide written approval as to the adequacy ot the site 1or the intended use as aitected by geologic factors. / I I I I I I j ' • I I I / / / / / / // / / / / ,!/,, ,, ~/ 1/ C) , v/ /o t>~\ .. · . . ,, , ,,,_, , , ,,,, ,,. . 't ,; I ,11 -----------I 1110111 ~ EXTG ~ , . • . "'/,t-t--j\-----j " , , , ' _J ' ' ' ' ' ' // -I ( . ·~ ~----------------------------------------------1,,t----f ",-,.:-~ -I·-j: ----I ---~,~-~.~~~:.~;~:--I ~ .. ··.~ ··· 1, ' (~1~-::J ' ' ('\ ' \__) ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' { l l '' ... ' :t ' -----t------c>f ' / -.~·--' ~ . I. 'Ii;/(// I~ i 1:;:·. ,--"--;,<.._ V I~ ·11/ . V' v' 1:;. .J !r I I I I I I ..-11 I I I IV / I I I I I I I I I . I I I I Ii ' ' ·,/ ' . . : . . ' . ' ' ' ., ' ' ., ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . ' ' . ... ·, ' . ' ' ' ' -~ "' 7i ---/ -----------•·---------'kc------------------~-------------------------j------------/ / / I I # /4 # LE&AL OWNER CASE VAN MECHELEN 719 WEST BALBOA BLVD. NEWPORT BEACH, CA 92661 PH (714) 724--1407 LE&AL DlcSCRIP--ION LOT 12 of BLOCK 8 of EAST NEWPORT BUILDIN& CODE 3 STORIES OCCUPANCY GROUP 15 R-3, U TYPE V-B, SPRINKLEl<ED OCCUPANCY &ROUP ................................. R3, U DESl&N DATA -ZONE RI SETBACKS FRONT ................... 7-0" REAR .................... S'-0" SIDES ...................... 3'-0" LOT AREA IS ........................ . BUILDABLE AREA 15 . ..... + 2,192.71 5.F. 1,466.14 S.F. 2 TIMES BUILDABLE 15 ................. 2,932.28 5.F. OPEN VOLUME REQUll<ED 15 .15% of 1,466.14 = 219.92 5.F. PROVIDED OPEN SPACE 15 220.96 S.F. MAX 3RD FLOOR FOOTAGE 15 20% 0°1,466.14 = 293.22 5.F. El ----------r,le;:,,porl Ha rfior Yach_! CIUb Q 719 West Balboa Boulevard ~ ... lP .$' New Port Beach Plumbers Q Chico Balboa Barber ! 9 My Galley Wa~ c;> a/boa Blvd El REVISIONS SCALE I DRAWN CHECKED DAlE JOB NO. SHEET PA2019-213 ARCHITECT John T. Morgan Jr. 18682 Beachmont Avenue North Tustin, CA 92705 ph (714) 730-2723 fax (714) 730-272414" = 1'-0"VAN MECHELEN RESIDENCE 719 West Balboa Blvd. Newport Beach, CA 926612 CARGARAGEPROPERTY LINE 29.99'PROPERTY LINE 30.01'PROPERTY LINE 73.60' PROPERTY LINE 72.63'1 :1 ( 1 (L = 30.01'R = 5779.58'11.23 TOC11. 2 3 T O C 11.23 TOC11.23 TOC10.90 FS10.90 FS1 0 . 9 0 F S 10.90 FS10.90 FS10.90 FS10.90 FS9.90 FSE L E V . 1 0 . 7 0 F S 1 0 . 7 0 F S10.65 FS10.65 FS10.65 FS10.65 FS( 1 0 . 2 9 F S ) SLOPE 2" TO DRAIN SLOPE 2" TO DRAIN 1 0 . 8 6 F S 11. 2 1 T O C ( 10.20 FS )( 10.20 FS )8.3% SF 8.3% SF 8.3% SF 11.23 TOCBALBOA BOULEVARDEXT'GCONC.EXT'GCONC.( 8.37 FL )( 8 . 9 6 T C )( 8.38 FL )( 8.95 TC )( 8 . 2 9 F L ) ( 8 . 9 3 T C )EXT'GACC H I S " X " ( 8 . 9 7 F S )( 9.06 FS )( 9.13 FS )EXT'GCONC.EXT'GACEXT'GACEXT'GAC( 9 . 0 9 F S )(10.60FS)( 11 .84TW) 4.7'2.8'XXPILAR(9.96FL)( 10.3 2 F S )( 9.98 FL )( 9.97 FL )( 10.21 FS )( 10.28 FS )EDISONBOX( 11.00 FS )( 12.77 TW )( 12 .59 TW )( 9.89 FS )20.05.0 CF.W. 2.0 GUTTER ( 8.38 FS )( 8.46 FS )( 8.47 FS )( 8.51 FS )EXT'GCONC.EXT'GCONC.EXT'GCONC.EXT'GCONC.EXT'GCONC.EXT'GCONC.EXT'GCONC.EXT'GCONC.EXT'GCONC.EXT'GCONC.EXT'GCONC.EXT'GCONC.EXT'GCONC.( 10.20 FS )( 10.10 FS )( 11.30 FS )( 1 2 . 0 1 TW ) ( 9 . 0 5 TW ) ( 1 0 . 9 8 T G )( 10.92 TG )( 10.30 FS )ALLEYALLEY5'-0"5'-0"5'-1" 5'-0" SETBACK EXT'GCONC.EXT'GCONC.EXT'GCONC.EXT'GCONC.EXT'GCONC.EXT'GCONC.EXT'GBRICKEXT'GBRICK7'-0" SETBACK 9'-1" TO FOS 3'-0"3'-0"SBSB3'-1"4'-1"TO FOSTO FOS3'-0"3'-0"SBSB3'-1"TO FOS3'-1"TO FOSTO FOS 10.14 TG10.48 FS10 .35 FS10.20 FS1 % SF1 % SF1 % SF1 % SF 1 % SF 1 % SF 1 % SF 10 .55 FS10.51 FS10.36 FS10.26 TG10.85 FS1 % SF 10.83 FS10.83 FS1 0 . 9 0 F S10.86 FS2 % SF 2 % SF 2 % SF1 % SF 12.56 TWEXT'GCONC. 10.83 FS10.83 FS 1 0 . 8 3 F S 12.56 TW12.56 TW 5'-0" 2'-0" 6"6" 1 0 . 3 2 T G 1 0 . 3 2 T G10.32 TGRECESSEDELECTRICMETER30" WIDE x 72" HIGHWOOD GATE with$600 ALLOWANCE30" WIDE x 72" HIGHWOOD GATE with$600 ALLOWANCE32" WIDE x 72" HIGHWOOD GATE with$600 ALLOWANCE42" WIDE x 25" HIGHWOOD GATE with$600 ALLOWANCE10.88 FS10.77 FS10.88 FS1 0 . 8 8 F S 10.88 FS9.59 INV9.47 INV9.14 INV1. 5 % D R A I N S L O P E 1.5 % DRAIN SLOPE1.5 % DRAIN SLOPE 1.5 % DRAIN SLOPETHE PROJECT DATUM USED IS NAVD88RECORD OF SURVEY NOTES1. DUE TO FIELD SURVEY IN-ACCURACY ISSUES, EFFECTIVE DECEMBER 8, 2003THE BUILDING DEPARTMENT WILL NO LONGER ACCEPT TEMPORARY CORNERMONUMENTS FOR NEW CONSTRUCTION. PERMANENT MONUMENTS WHICHCOMPLY WITH SECTION 8772 OF THE CALIFORNIA LAND SURVEYOR'S ACT WILLBE REQUIRED PRIOR TO GRADING OF PROJECT SITE.2. A LICENSED SURVEYOR OR CIVIL ENGINEER SHALL MONUMENT THE PROPERTYCORNERS BEFORE THE START OF GRADING, WITH PERMANENT MONUMENTS.3.BEFORE CERTIFICATE OF OCCUPANCY CAN BE ISSUED BY THE CITY, THE BUILDINGDEPARTMENT WILL VERIFY THAT A CORNER OF RECORD OR RECORD OF SURVEYHAS BEEN FILED WITH AND APPROVED BY THE COUNTY SURVEYOR ASREQUIRED BY SECTIONS 8762 and 8773 OF THE CALIFORNIA LAND SURVEYOR'SACT. A COPY OF THE APPROVED RECORD OF SURVEY OR CORNER RECORD ISREQUIRED TO BE SUBMITTED TO THE BUILDING INSPECTOR PRIOR TO CALLING FORFOUNDATION INSPECTION4. THE TOPOGRAPHIC SURVEY SHALL BE STAMPED AND SIGNED BY A STATELICENSED LAND SURVEYOR OR CIVIL ENGINEER , (LICENSE NUMBER BELOW33,966).CITY SEWER LATERAL DETAILSREFER TO DETAIL 6 ON DP2 for CITY STANDARD SEWER LATERAL DETAIL 406-LSOILS GEOLOGIST NOTES THE OWNER SHALL RETAIN A SOILS GEOLOGIST WHO SHALL PERFORM THEFOLLOWING...1. VERIFY THE ASSUMED BEARING CAPACITY OF 1,500 PSF PER THESOILS REPORT.2. INSPECT AND APPROVE OF AREAS PRIOR TO PLACEMENT OF FILL OR CONCRETE.3.INSPECT, TEST AND APPROVE OF ALL FILL, VERIFYING MINIMUM OF90% RELATIVE COMPACTION.4. INSPECT AND APPROVE ALL FOUNDATION EXCAVATIONS AND SLAB ON GRADE.5. A FINAL REPORT OF COMPACTION AND INSPECTION SHALL BE PREPARED BY THE SOILS GEOLOGIST and SHALL BE SUBMITTED TO THE CITY GRADING ENGINEER FOR REVIEW AND FINAL APPROVAL.6.NO FILLS SHALL BE PLACED PRIOR TO APPROVAL BY THE SOILSGEOLOGIST.7. THE GENERAL CONTRACTOR SHALL REVIEW THE SOILS REPORTand ABIDE BY ALL RECOMMENDATIONS CONTAINED THERE-IN.8.REFER TO THE "SR" SHEET FOR SOILS REPORT RECOMMENDATIONS.9. A CAL-OSHA PERMIT IS REQUIRED FOR ANY EXCAVATIONS DEEPERTHAN 5'-0" and FOR SHORING OR UNDERPINNING.10. CONTRACTOR SHALL NOTIFY THE ADJACENT PROPERTY OWNERSBY CERTIFIED MAIL 10 DAYS PRIOR TO THE START OF ANY SHORING orEXCAVATION WORK.11. CONTRACTOR SHALL VERIFY 45 DEGREE MINIMUM EXCAVATIONANGLE FROM THE BOTTOM OF ADJACENT BUILDING FOOTINGS ONNEIGHBORING PROPERTIES.DESIGN PROFESSIONAL IN CHARGETHE REGISTERED DESIGN PROFESSIONAL IN CHARGE SHALL BERESPONSIBLE FOR REVIEWING AND COORDINATING SUBMITTALDOCUMENTS PREPARED BY OTHERS, INCLUDING PHASED ANDDEFERRED SUBMITTAL ITEMS FOR COMPATIBILITY WITH THE DESIGNOF THE BUILDING , NBMC 15.02.010, CBC APPENDIX CHAPTER 1,106.3.4THE GOVERNING CODES AND STANDARDS FOR THIS PROJECT ARE THE2016 CALIFORNIA BUILDING CODE ; 2016 CBC, 2016 CRC ; 2016 CPC ; 2016CEC ; 2016 CMC ; 2016 CALIFORNIA ENERGY EFFICIENCY STANDARDSCODE ( EES ) CODES WITH LOCAL AMENDMENTS ; 2016 CALIFORNIABUILDING STANDARDS CODE ( CAL-GREEN )SITE PLAN NOTES1. POOLS, SPAS, FENCES, WALLS, PATIO COVERS AND OTHER SIMILAR FREE STANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. ANY WALL and/or FENCE PERMITS SHALL BE REQUIRED TO BE PULLED AT THE SAME TIME THE BUILDING PERMIT IS ISSUED.2. VERIFY UTILITY METER LOCATIONS WITH SOUTHERN CALIFORNIAEDISON and SOUTHERN CALIFORNIA GAS COMPANY PRIOR TOINSTALLING THOSE METERS.3. ALL SITE GATES ARE TO BE CONSTRUCTED OF WOOD MATERIALWITH DESIGN SELECTED BY THE OWNER. PROVIDE KEY LOCKS ANDDEADBOLT AT EACH GATE LOCATION. PROVIDE A $800ALLOWANCE FOR EACH GATE.4.THE DEMOLITION OF THE EXISTING RESIDENCE REQUIRES A SEPARATEPERMIT FROM THE CITY.5. CONTRACTOR SHALL OBTAIN A HAUL ROUTE PERMIT FROM THETRAFFIC ENGINEER FOR IMPORT OR EXPORT MATERIALS PRIOR TO THESTART OF GRADING WORK.6. ALL NEW UTILITY SERVICE CONNECTORS SHALL BE MADEUNDERGROUND.7. FENCES, HEDGES AND WALLS WITHIN FRONT YARD SETBACKSCANNOT EXCEED 42" FROM EXISTING GRADE AND WITHIN SIDEYARDSETBACKS CANNOT EXCEED 6'-0" FROM EXISTING GRADE.8. ALL BLOCK WALL PERMITS SHALL BE ISSUED AT THE SAME TIME ASTHE BUILDING PERMIT.GRADING and FOUNDATION NOTES1. YARDAGE SUMMARY OF OVER-EX AND RECOMPACT + 230 CUBIC YARDS2. HARD SURFACED AREAS ...4" CONCRETE PAVING .......................................... + 822 S.F.3. SUMMARY OF DRAINAGE DEVICES...4" DIA. SCHEDULE 40 DRAINLINE ......................+ 36 LIN. FEETCONTINUOUS TRENCH DRAIN 6" WIDE ..... + 56 LIN. FEET4. ALL DRAIN PIPE USED SHALL BE ABS, SDR 35 or ABS, SCHEDULE 40.EROSION CONTROL NOTES (MINIMUM BMP REQUIREMENTS for CONSTRUCTION ACTIVITIES for ALL DEVELOPMENTCONSTRUCTION PROJECTS)1. IN CASE of EMERGENCY, CALL OWNER AT CARL THON. (949) 500-01322. A STAND-BY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMERSDURING THE RAINY SEASON (OCTOBER 1 to APRIL 15). NECESSARY MATERIALSSHALL BE AVAILABLE ON-SITE and STOCKPILED AT CONVENIENT LOCATIONS TOFACILITATE RAPID CONSTRUCTION of EMERGENCY DEVICES WHEN RAIN IS IMMINENT.3. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHENAPPROVED BY THE BUILDING OFFICIAL IF THE GRADING OPERATION HASPROGRESSED TO THE POINT WHERE THEY ARE NO LONGER REQUIRED.4.GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE PERIMETER MUSTDRAIN AWAY FROM THE TOP OF SLOPE AT THE CONCLUSION OF EACH WORKINGDAY. ALL LOOSE SOILS and DEBRIS THAT MAY CREATE A POTENTIAL HAZARD TOOFF-SITE PROPERTY SHALL BE STABILIZED or REMOVED from THE SITE ON A DAILYBASIS.5. ALL SILT and DEBRIS SHALL BE REMOVED from ALL DEVICES WITHIN 24 HOURS AFTEREACH RAINSTORM and BE DISPOSED of PROPERLY.6. A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH of WATER IN ANYDEVICE EXCEEDS TWO FEET. THE DEVICE SHALL BE DRAINED or PUMPED DRYWITHIN 24 HOURS AFTER EACH RAINSTORM. PUMPING and DRAINING of ALL BASINSand DRAINAGE DEVICES MUST COMPLY with THE APPROPRIATE BMP for DEWATERINGOPERATIONS.7. THE PLACEMENT of ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE andCONTAIN POLLUTANTS within THE SITE IS LEFT TO THE DISCRETION of THE FIELDENGINEER. ADDITIONAL DEVICES AS NEEDED SHALL BE INSTALLED TO RETAINSEDIMENTS and OTHER POLLUTANTS ON SITE.8. DESILTING BASINS MAY NOT BE REMOVED or MADE INOPERABLE BETWEENNOVEMBER 1 and APRIL 15 of THE FOLLOWING YEAR WITHOUT APPROVAL of THEBUILDING OFFICIAL.9. STORM WATER POLLUTION and EROSION CONTROL DEVICES ARE TO BE MODIFIED,AS NEEDED, AS THE PROJECT PROGRESSES. THE DESIGN and PLACEMENT of THESEDEVICES IS THE RESPONSIBILITY of THE FIELD ENGINEER. PLANS REPRESENTINGCHANGES MUST BE SUBMITTED for APPROVAL if REQUESTED BY THE BUILDINGOFFICIAL.10. EVERY EFFORT SHALL BE MADE TO ELIMINATE THE DISCHARGE of NON-STORMWATER from THE PROJECT SITE AT ALL TIMES.11. ERODED SEDIMENTS and OTHER POLLUTANTS MUST BE RETAINED ON-SITE and MAYNOT BE TRANSPORTED from THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS,NATURAL DRAINAGE COURSES or WIND.12. STOCKPILES of EARTH and OTHER CONSTRUCTION RELATED MATERIALS MUST BEPROTECTED from BEING TRANSPORTED from THE SITE BY THE FORCES of WIND orWATER.13. FUELS, OILS, SOLVENTS and OTHER TOXIC MATERIALS MUST BE STORED INACCORDANCE with THEIR LISTING and ARE NOT CONTAMINATE THE SOILS andSURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTEDfrom THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY and DISPOSED of INA PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM.14. EXCESS or WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC RIGHT ofWAY or ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAINCONCRETE WASTES ON-SITE UNTIL THEY CAN BE DISPOSED of AS SOLID WASTE.15. DEVELOPER/CONTRACTORS ARE RESPONSIBLE TO INSPECT ALL EROSIONCONTROL DEVICES and BMP'S ARE INSTALLED and FUNCTIONING PROPERLY if THEREIS A 40% CHANCE of QUARTER INCH or MORE of PREDICTED PRECIPITATION, andAFTER ACTUAL PRECIPITATION. A CONSTRUCTION SITE INSPECTION CHECKLIST andINSPECTION LOG SHALL BE MAINTAINED AT THE PROJECT SITE AT ALL TIMES andAVAILABLE for REVIEW BY THE BUILDING OFFICIAL (COPIES of THESESELF-INSPECTION CHECKLIST and INSPECTION LOGS ARE AVAILABLE UPONREQUEST).16. TRASH and CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTOCOVERED RECEPTACLE TO PREVENT CONTAMINATION of RAINWATER and DISPERSALBY WIND.17. SEDIMENTS and OTHER MATERIALS MAY NOT BE TRACKED from THE SITE BY VEHICLETRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO ASTO INHIBIT SEDIMENTS from BEING DEPOSITED INTO THE PUBLIC RIGHT of WAY.ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY and MAY NOT BEWASHED DOWN BY RAIN or OTHER MEANS.18. ANY SLOPES with DISTURBED SOILS or DENUDED of VEGETATION MUST BESTABILIZED SO AS TO INHIBIT EROSION BY WIND and WATER.19. HOME OWNER TO ROUTINELY CLEAN ALL CATCH BASINS and DRAIN LINES ofDEBRIS.20. ADDITIONAL BMP'S WILL BE IMPLEMENTED AS DEEMED NECESSARY BY CITYINSPECTORS.FENCE NOTEFOR ANY PORTION OF A WALL OR FENCETHAT EXTENDS OVER COMMON PROPERTYLINES,TO INCLUDE FOOTINGS OR STRUCTURALCOMPONENTS, THE CONTRACTOR SHALLOBTAIN THE NEIGHBORS WRITTEN APPROVALAND A SEPARATE PERMIT.EXISTING 2STORYRESIDENCEEXISTING 2STORYRESIDENCEA B B R E V I A T I O N SFF ....................... FINISHED FLOORTC ..................... TOP of CURB AT STREETTOC ................. TOP of CURB IN GARAGEFS ..................... FINISHED SURFACEFOS ................. FACE of STUD AT WALLFL ..................... FLOW LINEL&T .................. LICENSE and TAGTW ................... TOP of WALLEXT'G .............. EXISTINGGF .................... GARAGE FLOOR AT DOORSF ..................... SHEET FLOW( XXX ) ........... EXISTING ELEVATIONSNEW THREESTORY RESIDENCE10.90 1ST FFV I C I N I T Y M A PPROJECT SITE719 W. BALBOA BLVDNEWPORT BEACH, CASAND BAG LAYOUTEROSION.001NO SCALE112" MINIMUM HEIGHTUSING 2 BAGS MININUMPROPERTYLINEPROJECT PROPERTYNORTH ARROWPACIFIC OCEANNEWPORT BAY1ST FLOOR SLAB ELEV. = 10.90TOP of 2" SAND PAD ELEV. = 9.90TOP of 4" HIGH AGGREGATE ELEV. = 9.73TOP of ROUGH PAD ELEV. = 9.402 % SF 2 % SF9.21 INV10.78 TG10.78 TG10.80 FSDN (3) 6" R EXT'GCONC.28'-0" LONG x 6" WIDE TRENCH DRAINover 15' LONG x 24" WIDE x 18" DEEPPERC. PIT26'-0" LONG x 6" WIDE TRENCHDRAIN over 15' LONG x 24" WIDEx 18" DEEP PERC. PITDN 7" R 1 % SF 1 % SF 2 % SF10.70 FS10.68 FS2 % SF10.85 FS10.81 FS10.73 FS3 % SFDP29ADP29BDP23DP29ADP29ADP23DP24DP24DP29BDP29BDP29B"X" INDICATES SAND BAGPLACEMENT UNTIL PROJECTCOMPLETION for EROSIONCONTROL AT FRONT of LOT1DPx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xx x x x x x x x x x x x x x x x x x x x x x x x"X" INDICATES SAND BAGPLACEMENT UNTIL PROJECTCOMPLETION for EROSIONCONTROL AT REAR of LOT1DPGAS CITY OF NE\VPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BULDING DIVISION 100 Civic Center Drive I P.O. Bo.: 17G8 I Newport Beach. CA 92058-8915 WW'N.nevmorthenchr.;i_gov I (949) 644-3200 GENERAL GRADING SPECIFICATIONS GENERAL 1. All work shall conform to Chapter 15 of the Newport Beadl Municipal Code (NBMC), the project soils report rrnd special requirements of the permit. 2. Dust shall he controlled hy wa!Bring and/or dust p;:illiative 3. Sanitary facilities shall be maintained on the site during the construction period. ~-Work hours are limited from 7:00 AM to 6:30 PM Monday through Friday; 8:00 AM to 6:00 PM Saturdays: <llld NO WORK ON SUNDAYS AND HOLIDAYS per seclinn 10-28 or Ille NBMC. 5. Noise, excavation, delivery and removal shall be controlled per Section 10-28 of the NBMC. 6. The stamped set ot approved plans shall be on the job site at all times. 7. 8. Permittee and Contractor are responsible for locating and protecting utilities. Approved shoring, drainage provisions and protective measures must be used to protect adjoining properties during the grading operation. 9. Cesspools and seplic h'Jnks shall be :=ibandoned in compli:=ince with the Uniform Plumbing Code and ;:ipproved by the Building Official. 10. Haul routes for import or export of materials shall be approved by the City Traffic Engineer and procedures shall conform with Chapter 15 of the NBMC. 11. Positive drainage shall be main1f1ined away from all building and slope a ref.ls. 12. Failure to request inspections and/or have removable erosion control devices on-site at the appropriate times shall result in a '"Stop Work."' order. 13. All plastic dminf.lge pipes shall consist of PVC or ABS pl8slic schedule 40 or SDR 35 or ADS 3000 with gluerJ joints .. 14. No paint. plaster, cement, soil, mortar or other residue shall be allowed to enter streets. curbs gutters or slurm drnint>. All mal1:1rial and wat>lti ,;hall be rnrm.1ved [rum lhe :;ilti. EROSION CONTROL 1. Temporary erosion control plans are required from October 15 to May 15. 2. Erosion control devices shall be available on-site betv,een October 15 and May 15. Forms\General Grad ng Specifications 04/19.'13 3. Between October 15 and May 15, erosion control measures shall be in place at the end of each working day whenever the five-day probability of rain exceeds 30 percent. During the remainder of the year, they shall be in place at the end of the working day, whenever the daily rainfall probability exceeds 50 percent. 4. Temporary desilting basins, when required, shall be installed and maintained for the duration of the project. REQUIRED INSPECTIONS 1. A pre-grading meeting shall be scheduled 48 hours prior to start of grading with the following people present: owner, grading contractor, design civil engineer, soils engineer, geologist, City Building Inspector or their representatives. Required field inspections ·will be outlined at the meeting. 2. A pre-paving meeting shall be scheduled 48 hours prior to start of the sub-grade preparation for the paving with the following people present: owner. paving wntractnrs, design civil engineer, soils engineer, City Building Inspector or their representatives. Required field inspections will be outlined at the meeting. GRADING FILLS/CUTS 1. Graded slopes shall be no steeper than 2 horizontal to 1 vertical. 2. Fill slopes shall be compacted to no less than 90 percent relative compaction out to the finished surface. 3. All fills shall be compacted throughout to a minimum of 90 percent relative compaction as determined by ASTM test method 1557, and approved by the soils engineer. Compactio11 tests shall be performed approximately every two feet in vertical height and of sufficient quantity to attest to the overall compaction effort applied to the fill areas. 4. Areas to receive fill shall be cleared of all vegetation and debris. scarified and approved by the soils enuineer prior to placing of the fill 5. Fills shall be keyed or benched into competent mcitcri<1I. 6. All existing fills shall be approved by the soils engineer or removed before any additional fills are added. 7. 8. 9. 10. Any existing irrigation lines and cisterns shall be removed or crushed in place and back.filled and approved by the soils engineer. The engineering geologist f.lnd soils engineer shf1II, after clearing and prior to lh8 plc1ccmcnt of fill in canyons. inspect each canyon 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 be designed and constructed prior to the placement of fill in each respective canyon The exact location of the subdrains shc1II be surveyed in the field for line omd grade. ALL trench backfills shall be compacted throughout to a minimum of 90 percent relative compaction, and approved by the soils engineer. The Building Division may require coring of concrete flat work placed over uI1tested back.fills to facilitate testing. 11. The slockpiling or excess malerial shall be approved by lhe Building Division. 12. Landscaping of all slopes and pads shall be in accordance with Chapter 15 of the NBMC. 13. All cut slopes shall be investigated both during and after grading by an engineering geologist to determine if any stability problem exists. Should excavation disclose f.lny geological hazards or pot8ntial geological hazards, the engineering geologist shall recommend and submit necessary treatment to the Building Division for approval. Forms\General Gracl ng Specifications 0~/19.'13 2 14. Where support or buttressing ot cut and natural slopes is determined to be necessary by the engineering geologist and soils engineer, the soils engineer will obtain approval of design, loc.ation and calculations from the Building Division prior to construction. 15. The engineering geologist and sails engineer shall inspect and test the construction of all buttress fills and ;:ittest to the stability of the slope ;:ind ;:idjacent structures upon completion. 16. When cut pads are brougt1t to near grade ttIe enyineering yeoloyist shall determine if the tJedrock is extensively fractured or faulted and will readily transmit water. If considered necessary by the engineering geologist and soils engineer, a conipacted fill blank.et will be placecl. 17. The engineering geologist shall pertorm periodic inspections during grading. 18. Notification of Noncompliance: If, in the course of fulfilling their responsibility. the civil engineer, the soils engineer, the engineering geologist or the testing agency finds that the work is not being done in conformance with the approved grading plans. the discrepancies shall be reported immediately in writing to the person in charge of the gn:iding work ond to the Building Inspector. Recommendotions for corrective measures, if necessary, shall be submitted to the Building Department for approval DOCUMENTATION 1. 2. 3. An as-buill grading plan shall be prepared by lhe civil engineer including original ground surrace elevalions, as graded ground surface elevations, lot drainage pattems and locations, and elevations of all surface and subsurface drainage facilities. He/she shall provide written approval that the work was done in accordance ,vith the final approved grading plan and state the number of yards of cut and/or fill moved during the operation. A soils grading report prepared by the soils engine,;r, including locations and elev;:ition of fi,;ld density tests. Summaries of field and laboratory results and other substantiated data and comments on any changes made during grading and their effect on the recommendations made in the soils engineering investigation reporl He shall provide written approval as lo lhe adequacy of lhe site ror lhe intended use and completion of work in ao:;ordance with the job specifications. A geologic grading report prepared by the engineering geologist, including a final description of the geology of the site, including any new information disclosed during the grading and the effect of same on recommendations incorporated in the approved grading plan. He/she shall provide written approval as to the adequacy ot the site 1or the intended use as aitected by geologic factors. j / ' 11 " I I I I . I ll. I I I I I ·II ., I I I , , < I I I lil I I ., I . I < I I I I ··-I I I I I I I I l r: l .. . I . I I I I I l I ·-·.' I I I I . I .. I l I ' I :t . .. ' I " I 2.0' ' I I I y / / / ~ 8 I I I I I I· I , , I I I I I I ·-1 I I /! I I I # # :, '<0 :, -~ ti' '-" Q ,= -l 1 / # CONSULTANTS SO LS 6EOLD61ST COAST 6EOTECHNICAL, INC. 1200 W. COMMONWE.AI.. TH F~LLERTON,CA 92833 (714) 870-1211 PH, (714) 870-1222 FAX SURVEYOR -RDM LAND SURVEYING 23016 LAKE FOl<EST DRIVE. "409 LAGUNA HILLS, CA 92653 (949) 85B-2924-OFFICE (949) 85B-343B FAX EMAIL -RDMSURVEYING@COXNET ) LE6AL OWNER CASE VAN MECHELEN 719 WEST BALBOA BLVD. NEWPORT BEACH, CA 92661 PH (714) 724-1407 LE6AL DlcSCRIP-ION LOT 12 of BLOCK 8 of EAST NEWPORT BUILDIN6 CODE 3 STORIES OCCUPANCY GROUP IS R-3, U TYPE V-B, SPRINKLEl<ED OCCUPANCY GROUP ................................. R3, U DESl6N DATA -ZONE RI SETBACKS FRONT ................... 7-0" REAR .................... S'-0" SIDES ...................... 3'-0" LOT AREA IS ........................ . . ..... + 2,192.71 S.F. !'lewporl Harbor Ya_cht ciub. ------------Q 719 West Balboa Boulevard JI: ..-'-$',p '-' New Port Beach Plumbers ~ -/4, REVISIONS I z :s a__ w lf) C) w ('i a__ SCALE DRAWN CHECKED DAlE JOB NO. SHEET DP PA2019-213 2 TYPICAL FINISHED SURFACE AT GARAGEGARAGE SLAB andCURB, SEEPLANSFINISH SURFACE MATERIALIS CONCRETE, SEE SITEPLAN2 X STUD WALL,SEE FLOOR PLANFOOTING PERFOUNDATION PLAN2 % S.F.STUCCO FINISHPER ELEVATIONSWOOD FRAMING MEMBERS INCLUDING WOODSHEATHING, THAT REST ON EXTERIOR FOUNDATIONWALLS AND ARE LESS THAN 8 INCHES FROM EXPOSEDEARTH SHALL BE OF NATURALLY DURABLE ORPRESERVATIVE TREATED WOOD R317.1 (2)3" MIN. TO FS 8" MIN. TO F.G. 3" MIN. TO FLASHING DIMENSION VARIES, SEESITE PLAN. 37" TO PROP.LINE MINIMUMHOUSE SLAB ORGARAGE SLAB,SEE PLANSFINISH SURFACE MATERIALVARIES, SEE SITE PLAN2 X STUD WALL,SEE FLOOR PLAN12"FOOTING PERFOUNDATION PLANSIDE PROPERTY LINE 3" MIN. TO FS 8" MIN. TO F.G.25"2" MIN TO SCREED 2 % S.F.STUCCO FINISHPER ELEVATIONSFLOWLINESWALE 1 TYPICAL DRAINAGE SWALE IN SIDE YARDWOOD FRAMING MEMBERS INCLUDING WOODSHEATHING, THAT REST ON EXTERIOR FOUNDATIONWALLS AND ARE LESS THAN 8 INCHES FROM EXPOSEDEARTH SHALL BE OF NATURALLY DURABLE ORPRESERVATIVE TREATED WOOD R317.1 (2)GENERAL NOTES:STRENGTH OF MASONRY TO COMPLY WITH 2013 CBC 2105 AND ACI 530-11. GRADE "N" CONFORMINGTO ASTM C-90 NORMAL WEIGHT UNITS WITH MAXIMUM LINEAR SHRINKAGE OF 0.06%, f'm = 1,500 PSIMIN.CONCRETE MIX SHALL BE TYPE V 4,500 PSI. CONCRETE JUSTIFIED BY TESTING TO BE INNON-CORROSIVE ENVIRONMENT AND NOT IN (NON-SALT WATER, MARINE OR IN CONTACT WITHSULFATES/ SOILS) MAY BE TYPE II 2,500 PSI STRENGTH.GROUT SHALL HAVE A COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS.MORTAR SHALL BE OF TYPE "S" HAVING MIN. STRENGTH OF 2000 PSI.REINFORCING BARS SHALL BE MIN GRADE 40, Fy = 40KSI FOR #4 AND SMALLER AND GRADE 60, Fy = 60KSI FOR #5 AND LARGER AS PER ASTM 615 BILLET STEEL.EXPANSION JOINTS SPACING SHALL NOT EXCEED 30 FT LENGTH.PROVIDE CLEAN OUTS FOR ALL LIFTS GREATER THAN 4 FT.BLOCKS SHALL BE INSTALLED IN RUNNING BOND SUCH THAT THE HEAD JOINTS IN SUCCESSIVECOURSES ARE HORIZONTALLY OFFSET AT LEAST 1/4 UNIT LENGTHS.BOTTOM OF FOOTING SHALL BE LEVEL. STEPPED FOOTING SHALL HAVE THE HORIZONTAL OVERLAPEQUAL TWICE THE VERTICAL STEP. USE MIN. OF (2)-#4 BARS (Z BARS) TOP AND BOTTOM AT STEP.THERE SHALL BE MIN. 3 INCH COVER FOR ALL REINFORCING BARS IN CONCRETE FOOTING CASTAGAINST EARTH.SOIL SHALL BE OF EQUAL ELEVATION ON EACH SIDE OF THE FENCE WALL. MAXIMUM OF 6 INCHESOFFSET IS PERMITTED IN THE GRADE LEVEL PROVIDED IT DOES NOT SUPPORT OTHER SURCHARGELOADS.FOOTING DEPTH SHALL BE MIN 12 INCHES INTO UNDISTURBED NATURAL SOILS. FOOTINGS SHALL BEMIN OF 24 INCHES DEEP IN LIQUEFACTION ZONE AND SHALL HAVE MIN (2) #5 TOP AND BOTTOM.ALL CELLS SHALL BE SOLID GROUTED IN WALLS.STEEL REINFORCING BARS SHALL BE PLACED IN THE CENTER, ALL BAR LAPS SHALL BE 48 BARDIAMETERS. IN NO CASE SHALL THE CONCRETE COVER AROUND BARS BE LESS THAN 1 1/2 INCHES.(3" ADJACENT TO SOILS) REINFORCING BARS SHALL BE CLEAN OF ALL RUST.PROPERTY CORNER SHALL BE MONUMENTED (LOCATED) BY A LICENSED SURVEYOR PRIOR TOSTARTING THE CONSTRUCTION.COMMON WALLS SHALL BE DOCUMENTED BY JOINT AGREEMENT TO BOTH LOTS IN WRITING.EVIDENCE OF SIGNED JOINT AGREEMENT SHALL BE FILED WITH THE CITY AT TIME OF PERMITISSUANCE.NO PROJECTIONS ALLOWED IN THE PUBLIC RIGHT OF WAY INCLUDING STONE CAP OR TRIM.SITE WALL IS STANDING ALONE, NON RETAINING MAY NOT FORM PART OF BUILDING OR OTHERSTRUCTURE.1. CONCRETE BLOCK (ASTM C-90)2. CONCRETE3. GROUT4. MORTAR (ASTM C-270)5. STEEL REINFORCING BARS (ASTM 615)6. EXPANSION JOINTS7. CLEAN OUTS8. BLOCK PATTERN9. FOOTINGS10. FINISHED GRADE11. SOILS12. GROUTING13. STEEL BARS LOCATION14. PROPERTY CORNERS15. SHARED COMMON WALLS16. PROJECTIONS17. SITE WALLSPERIODIC & SPECIAL INSPECTION NOTES: (PER ACI 530-11)MINIMUM TESTTABLE 1.18.1 - LEVEL B QUALITY INSURANCEVERIFICATION OF SLUMP FLOW AND VSI AS DELIVERED TO THE SITE IN ACCORDANCE WITH ARTICLE 1.5 B.1.b.3 FORSELF-CONSOLIDATING GROUTVERIFICATION OF f'M AND f'AAC PRIOR TO CONSTRUCTION, EXCEPT WHERE SPECIFICALLY EXEMPT BY THIS CODEMINIMUM INSPECTIONINSPECTION TASKFREQUENCY(a)CONTINUOUS1. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS2. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE:a. PROPORTIONS OF SITE-PREPARED MORTARb. CONSTRUCTION OF MORTAR JOINTSc. GRADE AND SIZE OF PRESTRESSING TENDONS AND ANCHORAGESd. LOCATION OF REINFORCEMENT, CONNECTORS, AND PRESTRESSING TENDONS AND ANCHORAGES.e. PRESTRESSING TECHNIQUE3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE:a. GROUT SPACEb. GRADE, TYPE, AND SIZE OF REINFORCEMENT AND ANCHOR BOLTS, AND PRESTRESSINGTENDONS, AND ANCHORAGES.c. PLACEMENT OF REINFORCEMENT, CONNECTORS, AND ANCHORS, AND PRESTRESSINGTENDONS AND ANCHORAGESd. PROPORTIONS OF SITE-PREPARED GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS.e. CONSTRUCTION OF MORTAR JOINTS4. VERIFY DURING CONSTRUCTION:a. SIZE AND LOCATION OF STRUCTURAL ELEMENTSb. TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OFMASONRY TO STRUCTURAL MEMBERS, FRAMES, OR OTHER CONSTRUCTIONc. WELDING OF REINFORCEMENT (ONLY A706 LOW CARBON STEEL)d. PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING COLD WEATHER7(03(5$785(%(/2:)&25+27:($7+(57(03(5$785($%29()&e. APPLICATION AND MEASUREMENT OF PRESTRESSING FORCEf. PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS IS IN COMPLIANCE5. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS, AND/ OR PRISMSPERIODICXXXXXXXXXXXXXXXXXX(a) FREQUENCY REFERS TO THE FREQUENCY OF INSPECTIONS, WHICH MAY BE CONTINUOUS DURING THE TASK LISTED OR PERIODICALLYDURING THE LISTED TASK, AS DEFINED IN THE TABLE.APPLICABLE STANDARDS:2016 CALIFORNIA RESIDENTIAL CODE (CRC); 2016 CALIFORNIA BUILDING CODE (CBC) ASCE 7-10;2016 CALIFORNIA PLUMBING CODE (CPC); 2016 CALIFORNIA ELECTRICAL CODE (CEC);2016 CALIFORNIA MECHANICAL CODE (CMC); 2016 BUILDING ENERGY EFFICIENCY STANDARDS (BEES);2016 CALIFORNIA GREEN BUILDING STANDARDS CODE (CBGC); AND THE NEWPORT BEACHMUNICIPAL CODE (NBMC)FLOOD ZONE:PROJECTS LOCATED WITHIN FEMA SPECIAL HAZARD FLOOD ZONES ARE REQUIRED TO PROVIDE DETERMINATION OF SUBSTANTIAL IMPROVEMENT. SEE PLAN CHECK ENGINEER OR PLAN CHECK SUPERVISOR FOR ASSISTANCE.LIQUIFACTION ZONE:MINIMUM FOUNDATION EMBEDMENT AND REINFORCEMENT PER CITY POLICY CBC 1803.5.11(2) #5 TOP AND BOTTOM, W/ MIN. 24" EMBEDMENT FOR FOOTINGS.ARCHITECT John T. Morgan Jr. 18682 Beachmont Avenue North Tustin, CA 92705 ph (714) 730-2723 fax (714) 730-2724 SITE DETAILSDP29 6'-0" STANDARD BLOCK WALL, NON-RETAINING12"24"12"MIN.6'-0" MAX.SOLID GROUT ALL CELLSNO SPECIAL INSPECTIONEQEQ858"COVEREQEQ12"12"24"3"COVER 6'-0"M MAX.#4 @ 24" O.C.VERT. BAR6" CMU WALLf'c = 1.500 PSI#4 @ 32" O.C.HORZ. BARNOTE:ALL FOOTING IN LIQUEFACTIONZONE SHALL BE 24" DEEP & SHALLHAVE MIN. (2)-#5 TOP & BOTT.(2)-#4 TOP & BOTT.CONT.#4 @ 32" O.C.HORIZ. BAR#4 @ 24" O.C. VERT.SOLID GROUTEDALL CELLS6" CMU WALLf'c = 1.500 PSI(2)-#4 BARSCONT.ALT.FENCEWALL9BALT.FENCEWALL9A(2)-#4 TOP &BOTT.CONT.#4 @ 24" O.C.w/ 6" HOOK2% MIN.2% MIN.2% MIN.2% MIN.PROPERTY LINEPROPERTY LINEFENCE NOTEFOR ANY PORTION OF A WALL OR FENCE THATEXTENDS OVER COMMON PROPERTY LINES,TOINCLUDE FOOTINGS OR STRUCTURAL COMPONENTS,THE CONTRACTOR SHALL OBTAIN THE NEIGHBORSWRITTEN APPROVAL AND A SEPARATE PERMIT.SEE DETAIL 1 on DP2 FORTYPICAL INFORMATION42" WALL AT SIDE PROP. LINEWALL.008SCALE: 1"=1'-0"324"12" MIN. 3" 36" MAXIMUM ABOVE N.G.CMU WALL CAP6" X 6" X 16" SOLIDGROUTED CMU WALL#4 VERTICAL ANDHORIZONTAL BARSAT 24" O.C.FINISHED SURFACEELEV. VARIESPER SITE PLANSIDEPROPERTYLINEWALL CAP NOT TOEXTEND PAST THESIDE PROPERTY LINENEIGHBORS EXISTINGFINISHED GRADESVARY, PER SITE PLANTOP OF WALL CAP24" MIN. DEPTH CLR ( 2 ) #4 BARSCONTINUOUSSEE SITE PLAN42" WALL AT FRONT PROP. LINEWALL.010SCALE: 1"=1'-0"46 CITY SEWER LATERAL DETAIL 5 CITY APPROVED CONT. TRENCH DRAINSOLID GROUT,NO HEAD JOINTSSOLID GROUT,NO HEAD JOINTSSOLID GROUT,NO HEAD JOINTS2 % S.F.24"12" MIN. 3"SLOPE TOP of WALL CAP18" EA. WAY TO DRAIN8" X 6" X 16" SOLIDGROUTED CMU WALL#4 VERTICAL ANDHORIZONTAL BARSAT 24" O.C.FINISHED SURFACEELEV. VARIESPER SITE PLANSET CMU WALLFACE BACK ofPROPERTY LINE 12"EXISTING 5'-0" WIDECONCRETE SIDE WALKTOP OF WALL CAP24" MIN. DEPTH CLR ( 2 ) #4 BARSCONTINUOUSSEE SITE PLAN CITY of NEWPORTBEACH PROPERTY719 W. BALBOA BLVD.42" MAX. HGT ABV. EXT'G NGEXT'G FS ELEVVARIES, SEE SITEPLANSOLID GROUT,NO HEAD JOINTSMIN.MIN.MIN.MIN.MIN.12" VAN MECHELEN RESIDENCE 719 West Balboa Blvd. Newport Beach, CA 92661 2 % S.F.PA2019-213 1ST FLOOR PLAN2ND FLOOR PLAN3RD FLOOR PLANPROPERTY LINE 29.99'PROPERTY LINE 30.01'PROPERTY LINE 73.60' PROPERTY LINE 72.63'1 :1 ( 1 (L = 30.01'R = 5779.58'PROPERTY LINE 29.99'PROPERTY LINE 73.60' PROPERTY LINE 72.63'1 :1 ( 1 (PROPERTY LINE 29.99'PROPERTY LINE 73.60' PROPERTY LINE 72.63'1 :1 ( 1 (3'-1"1ST, 2ND and 3RD FLOOR PLANS ARCHITECT John T. Morgan Jr. 18682 Beachmont Avenue North Tustin, CA 92705 ph (714) 730-2723 fax (714) 730-272414" = 1'-0"A-2VAN MECHELEN RESIDENCE 719 West Balboa Blvd. Newport Beach, CA 92661 7'-0"OPEN COVERED DECKOPEN DECKFAMILYROOMOPENCOVEREDDECKMECH.WELLATTICATTICATTICSTAIRSSTAIRSSERVICEHALLBEDROOM #2BEDROOM #3OPEN DECKSITTINGMASTERBEDROOMMASTERBATHROOMW.I.C.W.C.HALLELEV.ELEV.ELEV.2 CAR GARAGEENTRYDININGROOMKITCHENPANTRYLIVING ROOMPOWDERBATH #2BATH #3AA-4AA-4CA-4CA-4CA-4CA-4CA-4CA-4BA-4BA-4BA-4BA-4BA-4BA-4AA-4AA-4AA-4AA-4PROPERTY LINE 30.01'L = 30.01'R = 5779.58'PROPERTY LINE 30.01'L = 30.01'R = 5779.58'FRONT SETBACK 7'-0" FRONT SETBACK 7'-0"FRONT SETBACK NORTH ARROW29.99'3'-1"23'-978"3'-1"221516"221516"20'-0"29.99'3'-1"23'-978"3'-1"29.99'3'-1"23'-978"3'-1"29.99'22'-978"3'-1"+ 4'-1"29.99'29.99'3'-1"3'-1"23'-978"+ 37"23'-978"+ 37" 58'-61 2"8'-117 8"5'-1" 5'-1"58'-61 2"3'-4" 19'-91 2"33'-9" 9'-115 8" 2'-9"57'-25 8"5'-8"7'-115 8" 57'-25 8"2'-9" 7'-0"8'-10"5'-0"4'-9"5'-0"4'-9" 5'-1" 16'-31 2" 48'-81 2" 21'-111 2"10'-51 2"10'-41 8"9'-55 8" 5'-1"6'-13 8" 48'-81 2" 13'-0"1'-6"1'-0"1'-6"10'-41 8"8'-57 8" 5'-8"6'-117 8"17'-0" WIDE OPENING9'-2" WIDEOPENINGDOWNDOWNUPUP17'-6" WIDE x 19'-0"DEEP PARKINGSPACE13'-3" WIDEOPENINGREFERSKWCWCWCWCLLLLLLWDSSMCTUBSHOWERSHOWERSH & PSH & PSH & P SH & P SH & PLINENOPEN DECKCABS CABS 7'-0"8'-10"SQUARE FOOTAGE CALCULATIONS1ST FLOOR .................................................................................................. 929.81 S.F.2ND FLOOR ................................................................................................ 1,204.60 S.F.3RD FLOOR293.03 S.F.TOTAL LIVABLE ........................................................................................ 2,427.44 S.F.GARAGE471.49 S.F.STRUCTURAL .............................................................................................. 2,898.93 S.F.MAXIMUM ALLOWED SQUARE FOOTAGE IS ............................. 2,932.28 S.F.10'-0" x 6'-8" FOLDINGDOOR SYSTEM18'-0" x 7'-3" FOLDINGDOOR SYSTEMTO FOSTO FOSTO FOSTO FOSTO FOSTO FOSTO FOSTO FOSTO FOSTO FOSTO FOSTO FOSTO FOS TO FOS TO FOS TO FOS TO FOS TO FOS TO FOS TO FOS TO FOS TO FOS TO FOS TO FOS4'-112"36"DN634" RDN5" R , ,. I '. /I < ' +------~ ,·~"==--===--==w==================r=i========d===1-~1..1.--------'<-\__,, . r ~ }/ 'v I • I, -------------t----------------1: '-i I Ii I I ; I I I:; -~I , rr I· 'V I' I; I.' "~ r---.. I CJ I I I I I ,---I I I I l~__JI I I ! ,□ i ;I 7 I ,--1-----1-1-r---7 I :, I I I ,, I I I ,, ' I I I I I I "----' I I ! \ IL___J ; ' ~ ] C ] • I 1 . L J,~·0~;:. '.~ ~ "; aA,:;_~ ... •::. 0-( .> ,,, r -~ / ~-, --------"' I ' " : : I /71 I I IZ !_J I / I I --=" / I I I " / I '.,_ / I I " / I I , I " / I ~ I I " / I '.,_ / I X I I I / '.,_ I / '.,_ I I / '.,_ I: I / '.,_ I I; I / '.,_ I I I / '.,_ I I / '.,_ I I· I/ / '.,_ " I [/\1 L'. :oJ ~-~ ------I I L __ -------------------------. " \. .. --/ < \ 7 ~ I I , I I I ! I I I I I :~ -' I I I I .... --, ----L_ I I I . ( "-.\. 'v ., \. ,. ,. ' I/ ' I I /I <f------l ,. , --r-ir-----1----' _____ __.,._ -'k--------111"~"---t-------\ ., - -~·r--i------l--~ "1..1-------____,j__ 0 I ,, --1: ,, ' t 0 oo~ ,----7 I I I I I I I I I I L __ , __ J r----1 I I 1-~ I I I L____J I I I L __ I __ _J I' I I ,-----1 I I ,;1 , I I' J I I : I : , :: I I I II=-== -=-=-== -~ I ' -o I I / t-. I "----' I -'I.------------+--------- ----+--------+------------'k--'!-----""" ., \. Ill' I .. -II I I I \. -Hl'----4-1l---¥--_ I ·11 I " .. ,._ ~===================-------------=E!!l·l!!!l' I, -------------. I, I, I, . I, I, I I;: 'I"• lb,1 ' CJ I ~i ~I ii ~i "1 ~i ~,L-Q-+---+-----:1 . =~L ,;;;. !!,!J""""'""""" --¼' I ---/--------'I.--J I ,ii I I \__,, ., --\. /. <~ \ J ~ I '. ,. REVISIONS SCALE I DRAWN a!ECKED DAlE JOB NO. SHEET PA2019-213 ELEVATIONS ARCHITECT John T. Morgan Jr. 18682 Beachmont Avenue North Tustin, CA 92705 ph (714) 730-2723 fax (714) 730-272414" = 1'-0"A-3VAN MECHELEN RESIDENCE 719 West Balboa Blvd. Newport Beach, CA 92661 ( 10.29 FS )( 10.20 FS )( 10.20 FS )( 9.96 FL )( 9.97 FL )( 9.98 FL )( 8.93 TC )( 8.37 FL )( 9.06 FS )10. 6 5 F S ( 10 . 2 0 F S ) ( 9. 9 8 F L ) ( 10 . 3 2 F S )10.90 FF19.21 TP19.21 TP10.90 FF11.23 TOC8'-3" 8'-3" 7'-0"EAST ELEVATIONSOUTH ELEVATION9.91 ESTABLISHEDGRADE ELEVATION38.91 MAXIMUM ROOF HGTABOVE ESTABLISHEDGRADE38.91 MAXIMUM ROOF HGTABOVE ESTABLISHEDGRADE33.91 MAXIMUM FLAT ROOFHEIGHT ABOVE ESTABLISHEDGRADE33.91 MAXIMUM FLAT ROOFHEIGHT ABOVE ESTABLISHEDGRADE( 1 0 . 2 1 F S )( 9.96 FL )( 1 0 . 2 9 F S )( 8.93 TC )( 8.29 FL)( 8.46 FS)( 9.09 FS )9.91 ESTABLISHEDGRADE ELEVATION( 8 . 9 3 T C )( 8.29 FL)( 8 .96 TC ) ( 8 . 9 5 T C )( 8.29 FL)( 8.38 FL)10.90 FF11.23 TOC29'-0" 24'-0"5'-0"10.90 FF19.21 TP19.21 TP11.23 TOC8'-03 8" 7'-41 2"NORTH ELEVATIONWEST ELEVATION9.91 ESTABLISHEDGRADE ELEVATION33.91 MAXIMUM FLAT ROOFHEIGHT ABOVE ESTABLISHEDGRADE38.91 MAXIMUM ROOF HGTABOVE ESTABLISHEDGRADE38.91 MAXIMUM ROOF HGTABOVE ESTABLISHEDGRADE33.91 MAXIMUM FLAT ROOFHEIGHT ABOVE ESTABLISHEDGRADE9.91 ESTABLISHEDGRADE ELEVATION9.91 ESTABLISHEDGRADE ELEVATION29'-0" 24'-0"5'-0"1% SLOPE1% SLOPE1 0 . 4 8 F S 10.45 FS1 0 . 8 8 F S10.35 FS1 0 . 2 0 F S2% SLOPE1% SLOPE1 0 . 6 5 F S 1 0 . 5 5 F S10.52 FS10.68 F S10.69 FS10.77 FS10.88 FS 1% SLOPE1% SLOPE1% SLOPE1% SLOPE1% SLOPENEW CMUWALLNEW CMUWALLNEW CMUWALL11.23 TOC8'-5"8'-03 8"7'-41 2"3'-6" 7'-0" 6'-8" 7'-41 2"7'-0" 3'-6" 8'-5"8'-03 8" 7'-0" 3'-8" 13" 6'-4" 6'-8" 3'-51 2" 7'-0" 3'-41 2" 6'-8" 8'-1"8'-3" 7'-0" 7'-0" 13"6'-111 8" 3'-8"3'-1"23'-978"3'-1"4'-1"3'-1"22'-978"5'-1"7'-0"6'-111 8"42"13" 6'-53 4" 7'-17 8" 7'-13 4"3'-61 2"3'-01 4" 3 3 16" 3 3 16" 3 3 16" 31 4"TOP PLATETOP PLATETOP PLATETOP PLATETOP PLATETOP PLATETOP PLATETOP PLATETOP PLATETOP PLATETOP PLATETOP PLATETOP PLATETOP PLATETOP PLATETOP PLATETOP PLATETOP PLATEWINDOWHGTDOOR HGTTOP of GUARD2ND FSDOOR HGT1ST FS2ND FS2ND FSTOP of GUARDWINDOWHGT1ST FSTOP ofCURB2ND FS1ST FSWINDOWHGTWINDOWHGTWINDOWHGTWINDOWHGTWINDOWHGTWINDOWHGTWINDOWHGTWINDOWHGT7'-41 2"TOP of GUARDTOP of GUARD2ND FS2ND FS2ND FS2ND FS2ND FS3RD FS3RD FS3RD FS3RD FS3RD FS3RD FSTOP ofCURBTOP ofCURBTOP ofCURBGARAGEDOORHGT7'-0" ABV FS MIN. HGT ABV.DECK FSTOP of MECH.WELLTOP ofELECTRICALRECESSTOP of MECH.WELLDOORHGTWINDHGT.42" MIN. ABV DECK FS TOP ofGUARD2ND FSTOP PLATETO FOSTO FOSSETBACKTO FOSTO FOSSETBACKTO FOSTO FOS5'-1"TYPICAL SLOPINGROOF MATERIALTYPICAL SLOPINGROOF MATERIALTYPICAL SLOPINGROOF MATERIALTYPICAL SLOPINGROOF MATERIALTYPICAL SLOPINGROOF MATERIALTYPICAL SLOPINGROOF MATERIALTYPICALSTUCCOTYPICALSTUCCOTYPICALSTUCCOTYPICALSTUCCOTYPICALSTUCCOTYPICALSTUCCOTYPICALSTUCCOTYPICALSTUCCOTYPICALSTUCCOTYPICALSTUCCOTYPICALSTUCCOTYPICALSTUCCOTYPICALSTUCCOTYPICALSTUCCOTYPICALSTUCCOTYPICALSTUCCOTYPICALSTUCCOTYPICALVENEERTYPICALVENEERTYPICALVENEERTYPICALVENEEREXISTING FACE ofCURB IN STREETFOLDING DOOR SYSTEMBY "COVER GLASS USA"TG TG TG TG TG TG TG TG TGTG TGTG TGTG TGTG TG TG TG TGTEMPERED GLASSGUARD SYSTEM BY "CRLAWRENCE"TEMPERED GLASSGUARD SYSTEM BY "CRLAWRENCE"TEMPERED GLASSGUARD SYSTEM BY "CRLAWRENCE"TGTGTGTGTGTGTGTGTGTGTG 7'-0"7'-0"FINISHEDGRADEFINISHEDGRADEFINISHEDGRADEFINISHEDGRADEFINISHEDGRADEFINISHEDGRADEFINISHED GRADEIN PATIOSECTIONALGARAGE DOORSIDEPROPERTYLINESIDEPROPERTYLINEREARPROPERTYLINEFRONTPROPERTYLINESIDEPROPERTYLINEREARPROPERTYLINESIDEPROPERTYLINEFRONTPROPERTYLINEFOLDING DOOR SYSTEMBY "COVER GLASS USA"11.23 TOCDOOR HGT8'-3"3RD FS6'-2"ELEVATION ABBREVIATIONSF.S. ...................................... FLOOR SHEATHINGF.F. ........................................FINISHED FLOOR, ACTUALLY 1ST FLOOR SLAB ELEVATIONFOS ................................... FACE of STUDHGT. ................................... HEIGHTT.C. ..................................... TOP of CURBF.L. ...................................... FLOW LINEEXT'G ................................ EXISTINGMLLW................................ MEAN LOW LOW WATERHEIGHTCERTIFICATIONREQUIREDFIRE NOTES1. EXTERIOR WALLS AT SIDES of HOUSE and GARAGE SHALL BE of ONE HOUR FIRE RESISTIVE RATED CONSTRUCTION.V E N E E R N O T E ALL STONE VENEER SHALL BE A "MORIAH" SUNSET LEDGE STONE APPLIED PER PER ARCHITECTURAL DETAILSD O O R and W I N D O W N O T E S$//'225DQG:,1'2:)5$0(66+$//5(&(,9($¨:,'(675,32)§%7¨ MEMBRANE WHICH IS PLACED OVER THE WINDOW AND DOOR FRAME FLANGES ON ALL SIDES.A D D R E S S N O T E THE STREET ADDRESS NUMBERS SHALL BE SIZED and LOCATED ON THE RESIDENCE PER N.B.M.C. MUNICIPAL CODES T U C C O N O T E CONTRACTOR SHALL UTILIZE AN ACRYLIC STUCCO APPLICATION for THIS PROJECT.$//1(:678&&26+$//%($33/,('29(5/$<(562)*5$'(§'¨3$3(5RU§7<9(.¨0(0%5$1(RYHU$//:22'%$6('6+($7+,1*3(5&%&SHU&5& R703.6.3, C.B.C. 2510.6 ALL STUCCO SHALL RECEIVE A SMOOTH COAT TEXTURE WITH RADIUSSED CORNERS. WEEP SCREED for STUCCO AT THE FOUNDATION LINE SHALL BE A MINIMUM of 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS C.R.C. R703.6.2.1F L A S H I N G N O T E S ALL ROOF and/or WINDOW, DOOR, DECK, ETC. FLASHINGS SHALL BE SHALL BE STAINLESS STEEL. NO GALVANIZED IRON IS ALLOWEDT R I M N O T E S ANY ROOF OVERHANGS PARALLEL TO WEST and EAST SIDE PROPERTY LINES and LOCATED WITHIN 5 FEET OF THE SIDE PROPERTY LINES ARE REQUIRED TO BE CONSTRUCTED WITH 1-HOUR FIRE RESISTIVE CONSTRUCTION. SEE ARCHITECTURAL DETAILS.MAXIMUM TOP of SOLID MECHANICAL WELLWALL ELEVATION IS 33.91 or 24'-0" ABOVE THEESTABLISHED GRADE ELEVATION of 9.91.ACTUAL FINISHED ELEVATION IS 23'-6" ABOVEESTABLISHED GRADE or A 33.41 FINISHED ELEVATIONMAXIMUM TOP of GLASS GUARDRAILS or SOLIDGUARD CAPS ELEVATION IS 33.91 or 24'-0" ABOVETHE ESTABLISHED GRADE ELEVATION of 9.91.ACTUAL FINISHED ELEVATION IS 23'-2" ABOVEESTABLISHED GRADE or A 33.07 FINISHED ELEVATIONMAXIMUM TOP of GLASS GUARDRAILS or SOLIDGUARD CAPS ELEVATION IS 33.91 or 24'-0" ABOVETHE ESTABLISHED GRADE ELEVATION of 9.91.ACTUAL FINISHED ELEVATION IS 23'-2" ABOVEESTABLISHED GRADE or A 33.07 FINISHED ELEVATIONMAXIMUM TOP of GLASS GUARDRAILS or SOLIDGUARD CAPS ELEVATION IS 33.91 or 24'-0" ABOVETHE ESTABLISHED GRADE ELEVATION of 9.91.ACTUAL FINISHED ELEVATION IS 23'-2" ABOVEESTABLISHED GRADE or A 33.07 FINISHED ELEVATIONMAXIMUM TOP of SOLID DECK GUARD WALLWALL ELEVATION IS 33.91 or 24'-0" ABOVE THEESTABLISHED GRADE ELEVATION of 9.91.ACTUAL FINISHED ELEVATION IS 23'-4" ABOVEESTABLISHED GRADE or A 33.24 FINISHED ELEVATIONMAXIMUM TOP of SOLID DECK GUARD WALLWALL ELEVATION IS 33.91 or 24'-0" ABOVE THEESTABLISHED GRADE ELEVATION of 9.91.ACTUAL FINISHED ELEVATION IS 23'-4" ABOVEESTABLISHED GRADE or A 33.24 FINISHED ELEVATION5'-1"TO FOSREARPROPERTYLINE2'-3"6'-10" 10.26 F S 2% SLOPE2% SLOPE1% SLOPE8'-03 8"TOP PLATE"EGRESS"WINDOW"EGRESS"WINDOWS"EGRESS"WINDOW1'-1" 3 3 16" 3 3 16" 1'-1" 1'-1"1'-1" 1'-1" 1'-1" 7'-0" 8'-3" 8'-03 8" 8'-03 8" 8'-1" 8'-1" 8'-3" 8'-3" 8'-1" 8'-5"ALLOW 3316" forROOF MATERIALALLOW 3316" forROOF MATERIALALLOW 3316" forROOF MATERIALALLOW 3316" forROOF MATERIALALLOW 3316" forROOF MATERIALALLOW 3316" forROOF MATERIALMAXIMUM TOP of ROOF SHEATHINGELEVATION IS 38.64 ELEVATION or28.73' ABOVE ESTABLISHED GRADEMAXIMUM TOP of ROOF SHEATHINGELEVATION IS 38.64 ELEVATION or28.73' ABOVE ESTABLISHED GRADEMAXIMUM TOP of ROOF SHEATHINGELEVATION IS 38.64 ELEVATION or28.73' ABOVE ESTABLISHED GRADEMAXIMUM TOP of ROOF SHEATHINGELEVATION IS 38.64 ELEVATION or28.73' ABOVE ESTABLISHED GRADE\ -J..U ___l..U.j_ "' u .,.JJ LJU.U -1U1 --.--!-l _JJ -. --------.. ---------------. ·:v I I 11 w o,u, . . • '-• II II . ., J.UJ -~ ',-· . .. . 1(-J LI.JJ _J --1lJ.J,J,i " --~ II II l 'I J ~ L I " . ·. LJJ,.,ut.Jl_j ,l,l..,J.l --1lJ,l,JJ ~ :--_' . • ' -11111 "' I I ~ I I I I .. ' _,__ll "' " lJ 11..W. uu "' .I T I I i I J i i---J---✓_:_ ~-----------~ -~ -----. ~ . I/ I . ~ I I I I I UJUI II -1.U u.L..il I -1111 II ~ ~ ~ ~ ~ I I I I I ·1 I I I -I. '-I •,: I -=1.._-=-------=---=---=--11 11 =II ~ . / ' I ~ ---=---------I I '/ -L ---- -' . L I . - -[j[l 4--------FF'=-~~: J I I I I I I . . _L __________ _ I I 0 I I 'r I ~-·. It I J I I _/ k I ., I I I ~ :: I I I I I I ··□/, ' ~ . . . I I I I I I I I I I I I I I I +-~~-, I I I I I : : : : ·1 I I ~--, I I --------------------------r I L-----::--------i I. r+-------1 I .. I I I I 1' 1:, I I I . • J-I : _,_ -=Jr=_:=-=~=_=_:=~ : r=-====111 r-----IUc==== 1--....;.. ____ -:---J : I-'-I .· f I I r,;:;:;:;:~rr,;:;:;:;:~ I I .. I I' I I . I I I I .·I. I ·I I I I I I F=-cil f I I I I I + _I_ --,---.-I I I I I. I I I I. -_,-"--I I _I_ I --------=----=------..=-_-----c__--'---_--=-I '~---''-"-7.-"k====-~-~ , . I I I I I I ( REVISIONS ---+-----I I SCALE I DRAWN a!ECKED DAlE JOB NO. SHEET PA2019-213 SECTIONS A, B and C ARCHITECT John T. Morgan Jr. 18682 Beachmont Avenue North Tustin, CA 92705 ph (714) 730-2723 fax (714) 730-272414" = 1'-0"A-4VAN MECHELEN RESIDENCE 719 West Balboa Blvd. Newport Beach, CA 92661 ( 8 . 9 3 T C )( 8.37 FL )( 9.06 FS )8'-03 8"38.91 MAXIMUM ROOF HGTABOVE ESTABLISHEDGRADE33.91 MAXIMUM FLAT ROOFHEIGHT ABOVE ESTABLISHEDGRADE( 10.20 FS )( 9.98 FL )( 10.32 FS )( 10.70 FS )2 CAR GARAGEELEV.KITCHENLIVING ROOMSITTINGWALK INCLOSETDECKELEV.BATHROOM #2BEDROOM #3OPENCOVEREDDECKBATH #3ELEV.ATTIC AREAOPEN COVEREDDECKOPEN DECKDECK8'-1"8'-3"1'-1"8'-11"31 4"6'-8" 8'-5"8'-03 8" 7'-0" 3'-6" 421 2" 6'-7" 6'-53 4"7'-0"5'-1"19'-912"38'-9"24"6"4'-10"2'-9"9.91 ESTABLISHEDGRADE ELEVATION38.91 MAXIMUM ROOF HGTABOVE ESTABLISHEDGRADE33.91 MAXIMUM FLAT ROOFHEIGHT ABOVE ESTABLISHEDGRADEBEDROOM #3BEDROOM #22 CAR GARAGEOPENCOVEREDDECKATTICAREAOPEN COVEREDDECKHALLMASTERBATHROOMDININGKITCHENFAMILYROOMATTIC AREA8'-5" 8'-5" 8'-3"6'-75 8" 4'-01 2"8'-3" 7'-0" 421 2" 3'-51 2" 6'-75 8" 8'-1"8'-3"5'-41 8" 8'-1"8'-3" 3'-6" 6'-111 8"3'-1"3'-1"23'-978"3'-1"23'-978"3'-1"TOP PLATETOP PLATETOP PLATETOP PLATETOP PLATETOP PLATETOP PLATETOP PLATETOP PLATETOP PLATETOP PLATETOP PLATE2ND FS2ND FS2ND FS2ND FS2ND FS2ND FS3RD FS3RD FS3RD FS3RD FS3RD FSTOP of CURBTOP of CURBTOP of CURBMIN. TOP ofGUARD ABVDECK FSTOP PLATETOPPLATE1ST FS1ST FS1ST FS1ST FSTOP of CURBWINDOWHGTTOP of RIDGE SHT'GTOPPLATETOPPLATEDOOR HGTDOOR HGTREARPROPERTYLINEFRONTPROPERTYLINESIDEPROPERTYLINESIDEPROPERTYLINESIDEPROPERTYLINESIDEPROPERTYLINESETBACKTO FOSTO FOSTO FOSTO FOSTO FOSMAT SLAB FOUNDATIONPER FOUNDATIONPLANSMAT SLAB FOUNDATIONPER FOUNDATIONPLANSMAT SLAB FOUNDATIONPER FOUNDATIONPLANSMAT SLAB FOUNDATIONPER FOUNDATIONPLANSROOF SHEATHING2 x 6 RAFTERJOISTSROOF SHEATHING2 x 6 RAFTERJOISTSROOF SHEATHING2 x 8 RAFTERJOISTS w/R-22 INSUL.ROOF SHEATHING2 x 6 RAFTERJOISTSROOF SHEATHING2 x 8 RAFTERSROOF SHEATHING2 x 8 RAFTERJOISTS w/R-22 INSUL.2 x 8 RAFTERSROOF SHEATHING2 x 6 RAFTERJOISTS3 3 16" 3 3 16" 3 3 16"ALLOW 3316" forROOF MATERIALATTIC AREA NOT TO CONTAIN ANY AIRREGISTERS, ELECTRICAL OUTLETS or LIGHTINGOTHER THAN REQUIRED BY CODE. NOT TOCONTAIN ANY INSULATION, DRYWALL or SIMILARWALL FINISHING MATERIALSATTIC AREA NOT TO CONTAIN ANY AIRREGISTERS, ELECTRICAL OUTLETS or LIGHTINGOTHER THAN REQUIRED BY CODE. NOT TOCONTAIN ANY INSULATION, DRYWALL or SIMILARWALL FINISHING MATERIALSATTIC AREA NOT TO CONTAIN ANY AIRREGISTERS, ELECTRICAL OUTLETS or LIGHTINGOTHER THAN REQUIRED BY CODE. NOT TOCONTAIN ANY INSULATION, DRYWALL or SIMILARWALL FINISHING MATERIALSTYP. FLOORSHEATHINGTYP. 11 78"TJI FLOORJOISTSTYP. FLOORSHEATHINGTYP. 1178"TJI FLOORJOISTSTYP. FLOORSHEATHINGTYP. 1178"TJI FLOORJOISTSTYP. FLOORSHEATHING2 x 6 STUDSwith R-19BATTEN INSUL.2 x 6 STUDSwith R-19BATTEN INSUL.2 x 6 STUDSwith R-19BATTEN INSUL.2 x 6 STUDSwith R-19BATTEN INSUL.2 x 6 STUDSwith R-19BATTEN INSUL.2 x 6 STUDSwith R-19BATTEN INSUL.2 x 6 STUDSwith R-19BATTEN INSUL.2 x 6 STUDSwith R-19BATTEN INSUL.2 x 4 STUDSwith R-13BATTEN INSUL.2 x 4 STUDSwith R-13BATTEN INSUL.TYP.WINDOWTYP.DOORTYP.WINDOWTYP.DOORTYP.DOORTOP ofGUARDDOOR HGTSECTION ASECTION BSECTION CEXISTINGALLEYEXISTINGSTREETONE LAYER of 58" TYPE"X" GYP. BOARD ATWALLS and 2 LAYERSAT CEILING of GARAGEONE LAYER of 58" TYPE"X" GYP. BOARD ATWALLS and 2 LAYERSAT CEILING of GARAGETYP. DECKSHEATHINGTYP. DECKJOISTSTYP. DECKSHEATHINGTYP. DECKJOISTSTYP. DECKSHEATHINGTYP. DECKJOISTSTYP. DECKSHEATHINGTYP. DECKJOISTSTYP. FLOORSHEATHINGTYP. 1178" DEEPFLOOR JOISTSTYP. FLOORSHEATHINGTYP. 1178" DEEPFLOOR JOISTSNEWCMUWALLNEWCMUWALLNEW CMUWALLNEW CMUWALL29'-0"24'-0"38.91 MAXIMUM ROOF HGTABOVE ESTABLISHEDGRADE33.91 MAXIMUM FLAT ROOFHEIGHT ABOVE ESTABLISHEDGRADE9.91 ESTABLISHEDGRADE ELEVATION9.91 ESTABLISHEDGRADE ELEVATION9.91 ESTABLISHEDGRADE ELEVATION29'-0" 24'-0"5'-0" 7'-13 4" 8'-3" 8'-03 8"STEEL TUBE HEADERPER FRAMING PLANS7'-41 2" 8'-5" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1"1'-1"W10 x 112STEEL BM.W10 x 88STEEL BMW10 x 88STEEL BMHS 9 x 9 x 58"STEEL TUBEHS 6 x 14 x 58"STEEL TUBEM=LM=L DECKJOISTSTYP. 1178"TJI FLOORJOISTSM=L DECKJOISTSTYP. 11 78"TJI FLOORJOISTS11 78" M=L FLOORJOISTS REDUCEDTO 978" IN SHOWERAREA2"97 8"M=LM=LM=LM=LM=LM=LM=L1178" DEEPJOIST HEREHS 5 12" x 5 12" x 14"STEEL TUBEALLOW 3316" forROOF MATERIALALLOW 3316" forROOF MATERIALMAXIMUM TOP of ROOF SHEATHINGELEVATION IS 38.64 ELEVATION or28.73' ABOVE ESTABLISHED GRADEMAXIMUM TOP of ROOF SHEATHINGELEVATION IS 38.64 ELEVATION or28.73' ABOVE ESTABLISHED GRADEMAXIMUM TOP of ROOF SHEATHINGELEVATION IS 38.64 ELEVATION or28.73' ABOVE ESTABLISHED GRADE29'-0"D I I I ,, ;7 ----------------------::;; I I ,f-------\-----1----I I l I l 1 I I [ 1 I □ --------------------------------,, I I I [J I D ;.; ') <· ,, ' -;; REVISIONS I I I I D D D ' ~" ' ' :~. ~ " ._.:, f ,c, ' j;' I ;{ ' " ,,. , ;:; I I SCALE I DRAWN a!ECKED DAlE JOB NO. SHEET PA2019-213 ROOF PLANPROPERTY LINE 29.99'PROPERTY LINE 30.01'PROPERTY LINE 73.60' PROPERTY LINE 72.63'1 :1 ( 1 (L = 30.01'R = 5779.58'30 SF MAXFLAT ROOFROOF PLAN ARCHITECT John T. Morgan Jr. 18682 Beachmont Avenue North Tustin, CA 92705 ph (714) 730-2723 fax (714) 730-272414" = 1'-0"AC CONDENSER LOCATION INMECH WELL. HVAC CONTRACTORTO PROVIDE SEPARATE PERMITFOR AC CONDENSER with SOUNDCALCULATIONS AS A DEFERREDSUBMITTALNORTH ARROWFIRE NOTES1. EXTERIOR WALLS AT SIDES of HOUSE SHALL BE of ONE HOUR FIRERESISTIVE RATED CONSTRUCTION. APPLY STUCCO FINISHES AS REQUIREDPER CBC TO ACHIEVE ONE HOUR FIRE RESISTIVE CONSTRUCTIONHEIGHTCERTIFICATIONREQUIREDESTABLISHED GRADEELEVATION IS 9.91R O O F P L A N N O T E S1. ALL SLOPING ROOF MATERIAL ON SLOPING ROOFS SHALL BE A CLASS "A" FIRE RATEDCONCRETE TILE ROOF MATERIAL BY "EAGLE ROOFING PRODUCTS" COLOR TO BE SELECTEDBY THE OWNER and INSTALLED PER MANUFACTURE'S RECOMMENDATIONS.ESR REPORT #19002. MAXIMUM ROOF MATERIAL WEIGHT PER SQUARE FOOT = 10 POUNDS.3.ALL 3RD FLOOR ROOF DECK and FLAT ROOF AREA FINISHED MATERIALS SHALL BE ACLASS "A" FIRE RATED ELASTOMERIC ROOF MEMBRANE FINISH BY "POLYCOAT PRODUCTS"APPLIED over DECK or ROOF SHEATHING PER MANUFACTURE'S RECOMMENDATIONS.ESR # 2785. SLOPE ALL DECK or FLAT ROOF AREAS AT 14" PER FOOT MINIMUM UNLESSNOTED OTHERWISE ON THE ROOF PLAN.4 ALL ROOF TO ROOF or ROOF TO WALL FLASHING SHALL BE STAINLESS STEEL. NO GALVANIZED IRON IS ALLOWED.5. ALL ATTIC VENTS SHALL BE LOCATED PER THE ROOF PLAN WITH BETWEEN 18" MINIMUM TO14" SQUARE MAXIMUM SCREEN MESH.2ND FLOOR ATTIC VENTILATION CALCULATIONSATTIC SPACE IS APPROX. 244 SQ. FEET = 1.62 MINIMUM SQ. FEET OF VENTDIVIDED BY 150 AREA REQUIREDUSE ( 3 ) ROOF VENTS of 14" X 16" = 1.55 S.F. EACH TIMES 3 = 4.66 S.F. of VENTILATIONWHICH EXCEEDS THE MINIMUM REQUIREMENT of 1.62 S.F. SEE WEST ELEVATIONfor LOCATIONS.NOTE1. VENT OPENINGS SHALL HAVE CORROSION RESISTANT WIRE MESH WITH18" MINIM TO 14" MAXIMUM MESH OPENINGS OR ARCHITECT APPROVED ALTERNATE,A-53:12 3:12 3:12 3:12 3:12 3:12 3:12 3:12 3:12 3:123:123:123:123:123:123:123:126:12RIDGE RIDGERIDGE RIDGERIDGE RIDGERIDGERIDGERIDGEVALLEYVALLEYVALLEYVALLEYVALLEYVALLEYVALLEYVALLEYHI PHIP TYPICAL SLOPINGROOF MATERIALTYPICAL SLOPINGROOF MATERIALTYPICAL SLOPINGROOF MATERIALTYPICAL FLAT ROOFMATERIALTYPICAL SLOPINGROOF MATERIALTYPICAL SLOPINGROOF MATERIALTYPICAL SLOPINGROOF MATERIALTYPICAL SLOPINGROOF MATERIALTYPICAL SLOPINGROOF MATERIALTYPICAL SLOPINGROOF MATERIALTOP of RIDGE SHT'GAT 28.73' ABOVEESTABLISHED GRADEELEVATION = 38.6436" SIDESETBACK LINE36" SIDESETBACK LINE7'-0" FRONTSETBACK LINE36" SIDESETBACK LINE30" MINIMUM CLEARTO ROOF REQUIREDTYPICAL DECKDRAIN withOVERFLOWTYPICAL DECKDRAIN withOVERFLOWTYPICAL DECKDRAIN withOVERFLOWTYPICAL DECKDRAIN withOVERFLOWATTIC OUTLINE ATTIC OUTLINE ATTIC OUTLINE ATTIC OUTLINEATTIC OUTLINE3RD FLOOR OUTLINE 3RD FLOOR OUTLINE 3RD FLOOR OUTLINE3RD FLOOR OUTLINE 3RD FLOOR OUTLINE 3RD FLOOR OUTLINETYPICAL ELASTOMERICMEMBRANE ROOFING INMECHANICAL WELL AREATYPICAL ELASTOMERICMEMBRANE ON 2ND FLOORDECK AREATYPICAL ELASTOMERICMEMBRANE ON 3RDFLOOR DECK AREA6"2'-7"6"2'-7"3'-1"12"12"6"12"12"12"12"12"12"6"6"6"12"11 2"112"112"12"12"6"12"37"12"37"12"18"18"18"37"12"37"25"37"37"ACTUAL TOP of 1 12" DIAMETER GLASSGUARD RAIL IS IS 23'-112" ABOVE THEESTABLISHED GRADE ELEVATION of9.91 = 33.03 ELEVATIONMAXIMUM ALLOWED HEIGHT IS 24'-0"ABOVE THE ESTABLISHED GRADE of9.91 or 33.91 ELEVATIONACTUAL TOP of WOOD CAP RAIL IS IS23'-3" ABOVE THE ESTABLISHED GRADEELEVATION of 9.91 = 33.16MAXIMUM ALLOWED HEIGHT IS 24'-0"ABOVE THE ESTABLISHED GRADE of9.91 or 33.91 ELEVATIONACTUAL TOP of 1 12" DIAMETER GLASSGUARD RAIL IS IS 23'-112" ABOVE THEESTABLISHED GRADE ELEVATION of9.91 = 33.03 ELEVATIONMAXIMUM ALLOWED HEIGHT IS 24'-0"ABOVE THE ESTABLISHED GRADE of9.91 or 33.91 ELEVATIONDECK SLOPE 1 4" PER FOOT DECK SLOPE 1 4" PER FOOTDECK SLOPE14" PER FOOTVAN MECHELEN RESIDENCE 719 West Balboa Blvd. Newport Beach, CA 92661AA-4AA-4CA-4CA-4BA-4BA-427"6" 6"6'-2"4'-10"6"TOP of RIDGE SHT'GAT 28.73' ABOVEESTABLISHED GRADEELEVATION = 38.64TOP of RIDGE SHT'GAT 28.73' ABOVEESTABLISHED GRADEELEVATION = 38.64TOP of RIDGE SHT'GAT 28.73' ABOVEESTABLISHED GRADEELEVATION = 38.64TOP of RIDGE SHT'GAT 28.73' ABOVEESTABLISHED GRADEELEVATION = 38.64TOP of RIDGE SHT'GAT 28.73' ABOVEESTABLISHED GRADEELEVATION = 38.64TOP of RIDGE SHT'GAT 28.73' ABOVEESTABLISHED GRADEELEVATION = 38.64REAR 5'-0"SETBACK LINEI I I i _ -\--= ::'__= = :;;::: = = = =c:: = = = = t ,;,( ---+-------& II -~ · ·. ~ ··. · ·· · · · . . · . ·. · • .· •. · ·• <E-. +!!-+--+--~i-----""i' , " I, -----I I I A /, " I ~ ~ I I I ---· ---. ---------~-~-_/ 11 11 11, ' 11 11 11 I , I I I • ,, .. r -' . ' ; -◄ 6'-9¾'' I A .. ' ' -11 " I ii ·. 11 I II I -" L_ -• ii I £ ii -I 11 -7~ 11 ··1 ~ I I I I 11 I I "-----_ _J~ --4 --~ I "~-----~ -bl'-,_,,_ I I I I " I I . ' -_ REVISIONS I I I I I I I SCALE I DRAWN a!ECKED DAlE JOB NO. SHEET PA2019-213 SQUARE FOOTAGE CALCULATIONS ARCHITECT John T. Morgan Jr. 18682 Beachmont Avenue North Tustin, CA 92705 ph (714) 730-2723 fax (714) 730-272414" = 1'-0"SFVAN MECHELEN RESIDENCE 719 West Balboa Blvd. Newport Beach, CA 926611ST FLOOR PLAN2ND FLOOR PLAN3RD FLOOR PLANPROPERTY LINE 29.99'PROPERTY LINE 30.01'PROPERTY LINE 73.60' PROPERTY LINE 72.63'1 :1 ( 1 (L = 30.01'R = 5779.58'PROPERTY LINE 29.99'PROPERTY LINE 73.60' PROPERTY LINE 72.63'1 :1 ( 1 (PROPERTY LINE 29.99'PROPERTY LINE 73.60' PROPERTY LINE 72.63'1 :1 (3'-1"7'-0"OPEN COVERED DECKOPEN DECKFAMILYROOMOPENCOVEREDDECKMECH.WELLATTICATTICATTICSTAIRSSTAIRSSERVICEHALLBEDROOM #2BEDROOM #3OPEN DECKSITTINGMASTERBEDROOMMASTERBATHROOMW.I.C.W.C.HALLELEV.ELEV.ELEV.2 CAR GARAGEENTRYDININGROOMKITCHENPANTRYLIVING ROOMPOWDERBATH #2BATH #3AA-4AA-4BA-4BA-4BA-4BA-4BA-4BA-4CA-4CA-4CA-4CA-4CA-4CA-4AA-4AA-4AA-4AA-4PROPERTY LINE 30.01'L = 30.01'R = 5779.58'PROPERTY LINE 30.01'L = 30.01'R = 5779.58'FRONT SETBACK 7'-0" FRONT SETBACK 7'-0"FRONT SETBACK SEATTABLE22"16"16"23'-978"19'-91 2"38'-9"23'-978"9'-312"4'-2"1'-23 4"10'-51 2"1'-0"2'-234"2'-23 4"23'-978" X 19'-912" = 471.49 SF1ST FLOOR IS 23'-978" WIDE X38'-9" DEEP = 923.02 SFLESS .............. - 10.45 SFLESS .............. - .75 SFLESS ............. - 1.22 SFLESS ............. -9.28 SFLESS- 2.48 SFSUBTOTAL ..... 898.84 SFPLUS STAIRS +30.97 S.F.1ST FLOOR IS .. 929.81 SF- 10.45 SF- 1.22 SF- 9.28 SF- 2.48 SF- .75 SFADD STAIRS INTO 1STFLOOR FOOTAGE overGARAGE FLOORIS 9'-3 12" x 3'-4" = +30.97 SF8'-512"8'-81 2"23'-978"57'-25 8"8'-10"7'-0"5'-0"4'-9"STAIRWELL OUT8'-10" X 7 = - 61.83 SFELEVATOR SHAFTFOOTAGE OUT5' X 4'-9" = - 23.75 SFOPEN SPACE8'-512" x 8'-812"= 73.65 SF2ND FLOOR IS 23'-978" WIDE X57'-258" DEEP = 1,363.11 SFLESS .............. - 61.83 SFLESS .............. - 23.75 SFLESS- 72.93 SF2ND FLOOR ..... 1,204.60 SFOPEN SPACEFLOOR AREA IS72.93 SF8'-10"7'-0"5'-0"4'-9"STAIRWELL OUT8'-10" X 7 = - 61.83 SFELEVATOR SHAFTFOOTAGE OUT5' X 4'-9" = - 23.75 SF5'-9"23.99'93 8"5'-9"OPEN SPACE23.99' X 5'-9"= 137.94 SFOPEN SPACE23.99' X 938" DIVBY 2 = 9.37 SFOPEN SPACE 147.31 SFOPEN SPACE AT 2ND FLOORPROVIDED IS .......... 220.96 S.F.13'-712"5'-512"3'-111 2"3'-6"1'-2"9'-2" 21'-111 2"7'-1"7'-1" x 3'-6"= 24.79 SF13'-7 12" x 21'-11 12" = 299.18 SFLESS STAIR ...... - 61.83 SFSUBTOTAL .......... 237.35 S.F.5'-5 12" x 9'-2" = 50.03 SFLESS ELEV. - 23.75 SFSUBTOTAL ..... 26.28 SF1'-2" x 3'-1112" = 4.61 SF3RD FLOORIS 293.03 SFSQUARE FOOTAGE CALCULATIONS1ST FLOOR .................................................................................................. 929.81 S.F.2ND FLOOR ................................................................................................ 1,204.60 S.F.3RD FLOOR293.03 S.F.TOTAL LIVABLE ........................................................................................ 2,427.44 S.F.GARAGE471.49 S.F.STRUCTURAL .............................................................................................. 2,898.93 S.F.MAXIMUM ALLOWED SQUARE FOOTAGE IS ............................. 2,932.28 S.F.DN7" R3'-4"I I I ,-----11 -- - - - - - ---=-= =-=---=------4--~ I ---------'1,-----1 I I I ,---I I I L __ _ □ L________(_J I I ' -I I I I I ,;;.-·,e., ,;;s:,.-;cs-_<e •' • ., ., 7 I I,--, I I' I I ' I I I I ~ 'I I ----' I I I I -I , I I I I I I I I I I ' I I I I I I I I I I , I I I -I I: "I ' I I I· 0 I I L I J L ______ _J .. ' I I A I / ,,. ~ "----,I I I I I I -r'\ " )/ V " /I < \ \___) --I 7 I I ' ~ ---= -~ """ ' I I I , I I I~ Ii ~I I-:: I I -·1 1·, l 7 ~ .:I I I ·••-· I ,1-~= --". -I -I I' -, I ·, I I .'" . :,,. "' I I ;::-/~L=t I' ·-. ' , I J ---0-I -C-- ---: I 1---7 I I ~/ ., I "'I ' I I' ,, 7 _'---;: --:,; I I I - --~ I -l~K -I ' I I I.F] I -/ I I ' , I 1tl/:\ -I --I --I I , I / -~ 001 ' I ' 7 ---' ' ( , " " -, -I~~,,-' o_;.: ,~ .. -. "" '""-' '--~~ I/ 0 , [7 , I ., I/ I ' '-.._ ,-I '/ I\ I , , ' ' -" I/ .l'-.._ ' ~ , / ;X. / -7 , I'-. ' ---I \ -_ I --, 7 ;;: / '-I / 7 J I) I/ I aJ I'-. \ ] 7 I II I I n Ftt• -o I - -I I - -,, LJ ~ ' I I --I I I I ' --I 'I L--1--J I . r---77~, I I -7 I 1111 I I I I I ----I 7 I 111 I I L L I I \ J 0 a ----, ~ -.:= ~I , , ---. -.rr "\ I \ / V I --:1 •*~-I I I I I I I ) , , I \ ' .. ,, ,, I I , I I I I I I I I I 1r-_______ ~ -I I I I I I I ;:} I I \ I '>-:C I I " f7 I I I I I -____ _J L ____ I I I I ,, _11_ _JI V ------=---=---_j_ ____ -, -----_J_ : I - - - - - -~ , I I .';,,,, -~"t,~:' '7' 'lt.:,~--~-"' , ' ·,;,A, ~ " F -. .,,.,,, ,, . --~ ~-. -~ ''m;;" -~ - -/ ~ \. ,-----I I ' A. I // "' ' I 'CJ I I I I I ,, . ,-._-,, ·' I I I I ~ I I I I I I D " )/ 'v I I I I I L: ---··:........:'...: .. I I I I I I I I I I I . I I I ·I I , I I · I I .I I I I I I i\ ,, I I I I I , I I I I I I ,I I I I I , , I I I I _, I I ,_ I REVISIONS o. C Exp 1 /31 SCALE I DRAWN a!ECKED DAlE JOB NO. SHEET PA2019-213 NOTE: RECORD EASEMENTS ARE NOT PLOTTED IF ANY.DESCRIPTIONSURVEYOR OR ENGINEER SHALL PERMANENTLYMONUMENT PROPERTY CORNERS OR OFFSETSBEFORE STARTING GRADING.LEGENDX X(123.45)( )P.P.WMF.F.G.F.CONC.F.S.M.H.PA.C.T.G.DECKBRICKWALLFENCEMEAS. ELEVATIONSREC. BRG. & DIST.BUILDINGPROPERTY LINEPOWER POLEWATER METERFINISH FLOORGARAGE FLOORCONCRETEFINISH SURFACEMAN-HOLEPLANTERASPHALTTOP-GRATENATURAL GRADEN.G.BENCH MARKSCALE 1"=8'0'8'16'(9.98FL)(10.00FL)(10.60FS)EDISON BOXEDISON BOX(10.2FS)(10.1FS)(11.1FS)(11.84TW)(12.01TW)( 1 1 . 9 7 TW )(10.20FS)( 9 . 0 6 F S )(9.05FS)( 8 . 9 6 T C )(8.37FL)(8.95TC)(8.39FL)6.6 4.7 2.82.65.0 5.0 XXXGMX X CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.PILARRESIDENCEMULTI UNITSBALBOA BOULEVARDALLEYL=30.01'R=5779.58'1 ( 1 : CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC. CONC. CONC. CONC. CONC. CONC.ACACACACACACACACACPROPERTYLINE(11.36FF)( 1 1 . 3 3 F F )(10.74FS)(10.58FS)(10.57FS)(10.6FS)(10.7FS)(10.6FS)(9.70FS)(10.79FS)(9.64FS)(9.65FS)( 1 0 . 1 9 F S )(9.81FS)(9.29FS)(9.87FS)(11.18FS)(11.15FS)( 9 . 9 2 F S )(9.13FS)(9.96FL)(9.88FL)(9.97FL)(10.29FS)(10.24FS)(10.20FS)(11.00FS)(9.31FS)(10.30FS)(8.95TC)(8.38FL)(8.93TC)(8.29FL)(8.90TC)(8.29FL)(8.38FS)(8.46FS)(8.47FS)( 8 . 5 1 F S )(9.07FS)(9.09FS)(12.77TW)(12.59TW)(12.58TW)(34.65)RIDGE(10.31)L&T L.S. 8516(10.37)L & T L . S . 8 5 1 6(10.33FS)( 1 0 . 3 2 F S ) ( 1 0 . 2 8 F S )(10.21FS)( 1 1 . 1 1G F ) ( 1 0 . 1 7 F S )(10.30FS)(12.58TW)6.5 20.0 5.0 CF.W. 2.0 GUTTER 2.7 4.9 ACACACACACCONC.CONC.CONC.CONC.CONC.CONC.CONC.1 ( PROPERTYLINEPROPERTYLINEPROPERTYLINECENTERLINECENTERLINECONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC. CONC. CONC.CONC. CONC. CONC. CONC.CONC.CONC.CONC.CONC.2.03.03.1CONC.X X X XX X X XX X X X X X X XXPPPPRESIDENCECONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.RESIDENCEALLEY CENTERLINECONC. CONC.TRASH ENC.X X X X X PP(10.20TW)( 1 0 . 4 0 F S )(10.40FS)(9.41 BSTP )(9.43 BSTP)ESTABLISHED GRADEPOINT 1 ................. 10.40POINT 2 ............... 10.40POINT 3 .............. 9.43POINT 4 ................ 9.41SUBTOTAL = 39.64 DIVIDEDBY 4 = 9.91 ESTABLISHED GRADETOPOGRAPHIC SURVEY ARCHITECT John T. Morgan Jr. 18682 Beachmont Avenue North Tustin, CA 92705 ph (714) 730-2723 fax (714) 730-272414" = 1'-0"T-1VAN MECHELEN RESIDENCE 719 West Balboa Blvd. Newport Beach, CA 92661RdM SURVEYING INC.RON MIEDEMA L.S. 465323016 LAKE FOREST DR. #409LAGUNA HILLS, CA 92653(949) 858-2924 OFFICE(949) 858-3438 FAXRDMSURVEYING@COX.NETTOPOGRAPHIC SURVEYJOB: 75-35 DATE: 7/17/19OWNER:CASE VAN MECHELENLEGAL DESCRIPTION:LOT 12 OF BLOCK 8 OF MAP OF EAST NEWPORTBENCH MARK:BENCH MARK # 1E-122-14NAVD88 DATUMELEVATION= 9.179LEAD AND TAG ELEVATION= 9.02ADDRESS OF PROJECT:719 WEST BALBOANEWPORT BEACH, CAPOINT #1PO I N T # 2 POINT #3POINT #4BSTP BELOW STOOPEXISTINGEXISTINGEXISTINGEXISTING9.58 LESS 9.29 = .29' DIVIDED BY6'-3" RUN = SLOPE OF .0464%9.58 LESS RUN OF 3'-6" X .0464% = 9.41 FSBEFORE STOOP WAS CONSTRUCTED9.64 LESS 9.20 = .44' DIVIDED BY6'-2" RUN = SLOPE OF .0713%9.64 LESS RUN OF 2'-10" X .0713% = 9.43 FSBEFORE STOOP WAS CONSTRUCTED5'-0"3'-0"3'-0"7'-0"SETBACK LINESETBACK LINE# ------·-·------------, I ~~~ ~ -~~~~ ~---------, ------------~----~ ~+ --- - - --I ~ ~ ~ -~ - -~ ~ . ~ ~'bc,~e;,·~---=-= = = = ~-=--~---=-=-=-=-= -._ -------+-=i=r---~~~~-~~~~ -------I I ~L~~~~~ 7--~~~~~~~~~~~~~~~~~~~~~J~~~~~~-~-1i_T_f~T -l-l # ~ I" : L • a # .. # .s,o/'#" ' , s # ! #J i ~ # # r----1 '_ ~' ~±i .._ -----------__;<,e;,y' I I -=t, \ _ # ~ / ¥.# ---,,.•-I ## ' # # (/J ~ o:i . ' ~ u. u. "' "l ~ ~ ~ ...J ~ ><'. (.) w c,O "! a. ... 0 £!, f-I -~ ICI) u. C<J I I ~~-' I I '~ I I I c-jW C<J CJ ,.;o -# # # V I i ~ I --, ,------• I' Cl) u. 0, r---: 0 ~ • 7 -----I C<J I~ I (10.77FS) --------I ' I I «C:J)' I I -lA ~ ~~ I I t"" I ~ en u. Cl) u. a, ": 0 ~ -• .f/ , 7 II# 'f-------L---t-------:_L7 __ _L__ __ ~<2'?s.--~21,c-'~;i__,7-_ L EAVE L / / t~ J L J / "' II'. -'$,t<v --------{~g----'v" (37.27) RIDGE l ~ C, ~ (j~ I 2"' lJ / #;;,.<v~~~ ~~~ 000 #-# _l REVISIONS SCALE I DRAWN a!ECKED DAlE JOB NO. SHEET • -PA2019-213 NOTE: RECORD EASEMENTS ARE NOT PLOTTED IF ANY.DESCRIPTIONSURVEYOR OR ENGINEER SHALL PERMANENTLYMONUMENT PROPERTY CORNERS OR OFFSETSBEFORE STARTING GRADING.LEGENDX X(123.45)( )P.P.WMF.F.G.F.CONC.F.S.M.H.PA.C.T.G.DECKBRICKWALLFENCEMEAS. ELEVATIONSREC. BRG. & DIST.BUILDINGPROPERTY LINEPOWER POLEWATER METERFINISH FLOORGARAGE FLOORCONCRETEFINISH SURFACEMAN-HOLEPLANTERASPHALTTOP-GRATENATURAL GRADEN.G.BENCH MARKSCALE 1"=8'0'8'16'( 9 . 9 8 F L )(10.00FL)(10.60FS)EDISON BOXEDISON BOX(10.2FS)(10.1FS)(11.1FS)(11.84TW)(12.01TW)(11.97TW)(10.20FS)(9.06FS)(9.05FS)( 8 . 9 6 T C ) ( 8 . 3 7 F L )(8.95TC)(8.39FL)6.6 4.7 2.82.65.0 5.0 XXXGMX X CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.P I L A R RESIDENCETO BE DEMOLISHEDBALBOA BOULEVARDALLEYL=30.01'R=5779.58'1 ( 1 : CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC. CONC. CONC. CONC. CONC. CONC.ACACACACACACACACACPROPERTYLINE(11.36FF)( 1 1 . 3 3 F F )(10.74FS)( 1 0 . 5 8 F S )(10.57FS)( 1 0 . 6 F S ) ( 1 0 . 7 F S ) ( 1 0 . 6 F S ) (9.70FS) ( 1 0 . 7 9 F S )(9.64FS)(9.65FS)( 1 0 . 1 9 F S )(9.81FS)(9.29FS)(9.87FS)(11.18FS)(11.15FS)(9.92FS)(9.13FS)( 9 . 9 6 F L )(9.88FL)(9.97FL)(10.29FS)(10.24FS)(10.20FS)(11.00FS)(9.31FS)(10.30FS)(8.95TC)( 8 . 3 8 F L )(8.93TC)(8.29FL)(8.90TC)( 8 . 2 9 F L )(8.38FS)( 8 . 4 6 F S )(8.47FS)(8.51FS)( 9 . 0 7 F S )(9.09FS)(12.77TW)(12.59TW)(12.58TW)(34.65)RIDGE(10.31)L&T L.S. 8516(10.37)L&T L.S. 8516(10.33FS)(10.32FS)(10.28FS)( 1 0 . 2 1 F S )(11.11GF)(10.17FS)(10.30FS)(12.58TW)6.5 20.0 5.0 CF.W. 2.0 GUTTER 2.7 4.9 ACACACACACCONC.CONC.CONC.CONC.CONC.CONC.CONC.1 ( PROPERTYLINEPROPERTYLINEPROPERTYLINECENTERLINECENTERLINECONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC. CONC. CONC.CONC. CONC. CONC. CONC.CONC.CONC.CONC.CONC.2.03.03.1CONC.X X X XX X X XX X X X X X X XXPPPPRESIDENCECONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.RESIDENCEALLEY CENTERLINECONC. CONC.TRASH ENC.X X X X X PP(10.20TW)DEMOLITION PLAN ARCHITECT John T. Morgan Jr. 18682 Beachmont Avenue North Tustin, CA 92705 ph (714) 730-2723 fax (714) 730-272414" = 1'-0" 1VAN MECHELEN RESIDENCE 719 West Balboa Blvd. Newport Beach, CA 92661RdM SURVEYING INC.RON MIEDEMA L.S. 465323016 LAKE FOREST DR. #409LAGUNA HILLS, CA 92653(949) 858-2924 OFFICE(949) 858-3438 FAXRDMSURVEYING@COX.NETTOPOGRAPHIC SURVEYJOB: 75-35 DATE: 7/17/19OWNER:CASE VAN MECHELENLEGAL DESCRIPTION:LOT 12 OF BLOCK 8 OF MAP OF EAST NEWPORTBENCH MARK:BENCH MARK # 1E-122-14NAVD88 DATUMELEVATION= 9.179LEAD AND TAG ELEVATION= 9.02ADDRESS OF PROJECT:719 WEST BALBOANEWPORT BEACH, CABSTPBELOW STOOPEXISTINGEXISTINGFOUR PLEX EXISTING5'-0"3'-0"3'-0"7'-0"SETBACK LINESETBACK LINEEXISTINGDEMOLITION NOTES1. PROJECT SITE TO BE FENCED AT A HEIGHTBETWEEN 72 and 84 INCHES USING A CHAIN LINKOVERLAID ON THE EXTERIOR with AN OPAQUEVINYL FENCE.2. ALL DEBRIS SHALL BE WET AT THE TIME ofHANDLING TO PREVENT DUST.3.THE SEWER LINE SHALL BE CAPPED PRIOR TODEMOLITION.4. STREETS and SIDE WALKS ARE TO REMAIN CLEANand FREE of ANY OBSTRUCTIONS.5. PEDESTRIAN PROTECTION CANOPY IS REQUIRED ifDEMOLITION IS within 10 FEET of PUBLIC SIDEWALK.6. EROSION CONTROL DEVICES SHALL BEAVAILABLE ON-SITE BETWEEN OCTOBER 15 andMAY 15TH.7. BETWEEN OCTOBER 15 and MAY 15, EROSIONCONTROL MEASURES SHALL BE IN PLACE AT THEEND of EACH WORKING DAY WHENEVER THEFIVE-DAY PROBABLILITY of RAIN EXCEEDS 30PERCENT. DURING THE REMAINDER of THE YEAR,THEY SHALL BE IN PLACE AT THE END of THEWORKING DAY,WHENEVER THE RAINFALLPROBABLILTY EXCEEDS 50 PERCENT.8. TEMPORARY DESILTING BASINS, WHENREQUIRED, SHALL BE INSTALLED and MAINTAINEDfor THE DURATIUON of THE PROJECT.SQUARE FOOTAGES and BEDROOM COUNTENTIRE STRUCTURE IS + 1,260 S.F.THERE ARE NO ACTUAL BEDROOMS, ALLUNITS ARE STUDIO APARTMENTS withoutANY ACTUAL BEDROOMS.# -------·--·---■■--VJ I I I I I ~ £ s # # # ~ ~ gj x""--.., ,,._ I:)· ~ {<"" '\<:S I:)· " # # # # I I (/) u. a, "! a, # ff: 18 a,· (/) u. a, ..... 0 -I r=-I/ I I I # # # # # # /l ~ I I I I I I I I I I /1 (10.77FS) / I I ~ (/) u. "' ": 0 ~ -,--·-----· ---·----·-@/ it # L ______ _ I I I I # # (/) u. ~ 0 -~ (/) u. (X) ..;: 0 ~ -#-# f--------L+-------:--7--_[_ __ ~(i20~.2~sLjt-t-_• EAVE # (\.0 # q,'l, ~) I:)· R, # # # # ff.'?>' 1;1'? ~ ?:_ (37.27) RIDGE x""--.., 1:1'?-"!<.x " ,,~ ..__. '-# (':, ,, ID '-. ~ u. u. "' ~ -~ -NW "' C) ·□ "'-"' 0:: a,W "' C) ·□ N_ !'.!. 0:: --r # ## ...J ~ ><'. (.) w m□ "! a. ;:!; 0 -f-# # I ' REVISIONS SCALE I DRA'IIN CHEa<ED DAlE JOB NO. SHEET PA2019-213