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Home My WebLink AboutPA2022-014_20220113_Plans_30x42DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: SHEET LISTCODE INFORMATIONSITE INFORMATIONPROJECT STATISTICSDEFERRED SUBMITTALSPROJECT DESCRIPTION VICINITY MAP SPECIAL INSPECTIONS SHORING & EXCAVATION AGENCIES & SERVICES PROJECT DIRECTORY 13 24 57 68 911 10 BRANDONARCHITECT STRUCTURAL ENGINEER INTERIOR DESIGNER ENERGY CONSULTANT BRANDON ARCHITECTS, INC. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 P: 714.454.4040 WWW.BRANDONARCHITECTS.COM OWNER CIVIL ENGINEER LANDSCAPE DESIGNER MEP CONSULTANT GENERAL CONTRACTOR GEOTECHNICAL ENGINEER SURVEYORARCHITECTS, INC.BRANDON ARCHITECTS 01/12/2022 TITLE SHEETCREED RESIDENCEGREG AND CAROLYN CREED 218 VIA LIDO NORD NEWPORT BEACH, CA 92663 CDP 319 VIA LIDO SOUD NEWPORT BEACH, CA 92663 T-1.0 CREED RESIDENCE 319 VIA LIDO SOUD NEWPORT BEACH, CA 92663 TBD BRIAN JOWETT GREG AND CAROLYN CREED 218 VIA LIDO NORD NEWPORT BEACH, CA 92663 PATTERSON CUSTOM HOMES ANDREW PATTERSON 15 CORPORATE PLAZA, SUITE 150 NEWPORT BEACH, CA 92660 P: 949.723.1800 TBD PATTERSON CUSTOM HOMES ANDREW PATTERSON 15 CORPORATE PLAZA, SUITE 150 NEWPORT BEACH, CA 92660 P: 949.723.1800 DAVID A. PEDERSEN CA CERTIFICATION NO. 3895 20271 ACACIA ST. SUITE 120 NEWPORT BEACH, CA 92660 P: 949.251.8999 TBD TBD TBD TBD TBD BUILDING AREA SHCEDULE NAME AREA FIRST LEVEL 2403 SF 2-CAR GARAGE 511 SF 1-CAR GARAGE 244 SF 3158 SF SECOND LEVEL 2765 SF 2765 SF GRAND TOTAL 5923 SF LEGAL DESCRIPTION: LOT INFORMATION: ZONED: R-1 SINGLE-UNIT RESIDENTIAL SITE AREA:5,397.94 S.F. BUILDABLE AREA: 3,950 S.F. MAX BUILDABLE(HOA):1.7 X 3,950 S.F. = 6,715 S.F. MAX BUILDABLE (CITY):2 X 3,950 S.F. = 7,900 S.F. REQUIRED OPEN SPACE(HOA): .15 X 3,950 S.F. = 592.5 S.F. TOTAL LANDSCAPE AREA:1 EXISTING BUILDING INFORMATION: EXISTING SINGLE FAMILY W/ GARAGE TO BE DEMOLISHED EXISTING S.F. = 1,921 S.F. (3 BEDS. TTL.) ZONING INFORMATION: FRONT SETBACK (HARBOR):10 FT. FRONT SETBACK (VIA LIDO) : 4 FT. LEFT SETBACK: 4 FT. RIGHT SETBACK: 4 FT. APN: 423-166-04 THE SOUTHEASTERLY ONE-HALF OF LOT 907, ALL OF LOT 908, AND THE NORTHWESTERLY ONE-HALF OF LOT 909 IN TRACT NO. 907, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA CODES:NBMC (NEWPORT BEACH MUNICIPAL CODE) 2019 CRC, 2019 CFC, 2019 CEC, AND 2019 CMC CALGREEN AND 2019 CAL. ENERGY CODE OCCUPANT LOAD 1 UNIT OCCUPANCY CLASSIFICATION R-3/U OCCUPANCY SEPARATION (GARAGE)1-HR. FLOOR & FLOOR-CEILING N/A. TYPE OF CONSTRUCTION VB -SPRINKLERED FIRE SPRINKLER (PER NFP13)YES HEIGHT 3 -LEVELS FLOOR AREA REF. 7/T-1.0 ALLOWABLE BLDG. ARE (PER CBC TBL. 503)N/A. DIG ALERT:1.800.227.2600 SOUTHERN CALIFORNIA EDISON:1.714.895.0246 SOUTHERN CALIFORNIA GAS:1.800.427.2000 CITY WATER & SEWER:1.949.644.3011 PACIFIC BELL TELEPHONE:1.800.750.2355 CITY OF NEWPORT BEACH PUBLIC WORKS DEPT.:1.949.644.3311 CITY OF NEWPORT BEACH PLANNING DEPT.: GENERAL INFOMATION:1.949.644.3200 ZONING INFORMATION:1.949.644.3204 CITY OF NEWPORT BEACH BUILDING DEPT.: GENERAL:1.949.644.3275 PERMITS:1.949.644.3288 INSPECTIONS:1.949.644.3255 NEWPORT BEACH FIRE DEPARTMENT:1.949.644.3106 ORANGE COUNTY HEALTH SERVICES:1.714.834.3882 1.A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND UNDERPINNING. CONTRACTOR TO PROVIDE A COPY OF OSHA PERMIT. 2.CONTRACTOR SHALL USE THE CITY STANDARD FORM '30-DAY NOTICE OF INTENT TO EXCAVATE' TO NOTIFY ADJACENT PROPERTY OWNERS BY CERTIFIED MAIL 30-DAYS PRIOR TO STARTING EXCAVATION OR SHORING. CITY STANDARD FORM CAN BE OBTAINED AT: HTTP://WWW.NEWPORTBEACHCA.GOV/HOME/SHOWDOCUMENT?ID=17395 1. LANDSCAPE PLAN; BBQ; FIRE PIT; ACCESSORY STRUCTURES, MASONRY OR CONCRETE WALLS/FENCES; RETAINING WALLS OVER 4 FT. HIGH FROM THE BOTTOM OF THE FOUNDATION TO THE TOP OF WALL; UNDER SEPERATE REVIEWS AND PERMITS (FOR H.O.A. PURPOSES). 2. POOLS, SPAS, WALLS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. 3. SUBMIT SOUND ATTENUATION DESIGN FOR HVAC EQUIPMENT PER ARI STD. 275. SOUND LEVEL NOT TO EXCEED 50dBA (55dBA WITH TIMER, 65dBA WITH TIMER AND NEIGHBORS CONSENT). LOCATION OF MEASUREMENT TO BE AT ADJACENT PROPERTY PATIO OR OPENING. 4. FIRE SPRINKLERS REQUIRED, CONSTRACTOR TO SUBMIT FIRE SPRINKLER DRAWINGS FOR ARCHITECT'S APPROVAL PRIOR TO SUBMITTING TO CITY. OBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION. 5. A NOTICE OF INTENT TO DEMOLISH SHALL BE SENT VIA CERTIFIED MAIL TO ADJACENT PROPERTY OWNER(S). SIGNED RETURNED RECEIPT MUST BE PROVIDED TO THE BUILDING DIVISION AT THE TIME OFPERMIT ISSUANCE. DEMOLITION MAY COMMENCE 30 DAYS AFTER THE DATE OF NOTIFICATION PER NEWPORT BEACH MUNICIPAL CODE SECTION 15.02.120. NOTE: DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL TO LOCAL AGENCY FOR REVIEW. C.N.B. NOTE: BRANDON ARCHITECTS, INC. IS THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE OF THE PROJECT, RESPONSIBLE FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF THE BUILDING. (NBMC 12.02.010) THE SUBJECT PROPERTY IS LOCATED IN NEWPORT BEACH, CA IN THE AREA KNOWN AS LIDO ISLAND ON THE SOUTH SIDE WATERFRONT ON VIA LIDO SOUD. THE LOT IS APPROXIMATELY 60’WIDE BY 90’DEEP, IT IS ZONED AS R-1. THE PROPERTY INCLUDES AN EXISTING SINGLE FAMILY RESIDENCE AND GARAGE TO BE DEMOLISHED. THE CLIENT PROPOSES TO BUILD A NEW 2-STORY SINGLE FAMILY RESIDENCE OF APPX. 5,168 S.F. INCLUDING AN ATTACHED 2-CAR GARAGE OF APPX. 511 S.F AND 1 CAR GARAGE OF APPX. 244 S.F., WOOD FRAMED WITH A SLAB ON GRADE FOUNDATION. THE PROJECT WILL BE OF A TRANSITIONAL DESIGN, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: AMPLE INDOOR/OUTDOOR LIVING SPACES INTEGRATED WITH A MODERN ‘OPEN’LIVING PLAN WHICH MAXIMIZES OCEAN HARBOR VIEWS FROM LIVING SPACES AS WELL AS OUTDOOR PATIOS AND BALCONIES. THE EXTERIOR WILL BE PRIMARILY STONE VENEER AND WOOD SIDING, WITH NATURAL SLATE ROOFING. THE DESIGN CONSISTS OF A MASTER SUITE WITH EN- SUITE BATH AND WALK-IN-CLOSET, THREE (3) SECONDARY BEDROOMS WITH EN-SUITE BATHS, LAUNDRY, MUD ROOM, KITCHEN WITH A WALK-IN-PANTRY, DINING, GREAT ROOM, MECHANICAL/SYSTEMS CLOSET. T-1.0 TITLE SHEET SUR TOPOGRAPHIC SURVEY C2 PRECISE GRADING PLAN C4 EROSION CONTROL PLAN L-1 COVER SHEET L-2 CONSTRUCTION PLAN L-3 CONSTRUCTION DETAILS L-4 LIGHTING PLAN L-5 IRRIGATION PLAN L-6 IRRIGATION DETAILS L-7 PLANING PLAN L-8 PLANTING SPECS A-0.0 ARCHITECTURAL SITE PLAN A-0.1 AREA SCHDULE A-1.0 3D VIEWS A-2.0 FIRST LEVEL FLOOR PLAN A-2.1 SECOND LEVEL FLOOR PLAN A-2.2 FIRST LEVEL DIMENSION PLAN A-2.3 SECOND LEVEL DIMENSION PLAN A-3.0 ROOF PLAN A-4.0 EXTERIOR ELEVATIONS A-4.1 EXTERIOR ELEVATIONS SW-0 STRUCTURAL GENERAL NOTES & VACINITY MAP SW-1 SITE PLAN & ELEVATION SW-2 DETAILS NO. REVISION DATE OUTDOOR AREA SCHEDULE NAME AREA MASTER BALCONY 99 SF BALCONY 34 SF BALCONY 48 SF GRAND TOTAL 181 SF PLANTED AREA SCHEDULE NAME AREA PLANTED AREA 4 SF PLANTED AREA 24 SF PLANTED AREA 22 SF PLANTED AREA 3 SF GRAND TOTAL 54 SF BUILDING AREA (HOA) Name Area FIRST FLOOR AREA 3152 SF COVERED OPEN SPACE 117 SF 3269 SF SECOND FLOOR LIVING 2875 SF BALCONY 48 SF BALCONY 34 SF MASTER BALCONY 99 SF 3056 SF GRAND TOTAL 6326 SF A CERTIFIED BUILDING HEIGHT CERTIFICATION MUST BE SUMITTTED AT THE FOLLOWING POINT IN THE CONSTRCUTION PROCESS A. AFTER ROOF FRAMING AND INSULATION OF ROOF MATERIAL. MEASURE FROM AVERAGE CURB HEIGHT OF 12.435 SOLAR PNALES ARE NOT APPROVED AT THIS TIME. THEY WILL BE SUBMITTED UNDER SEPEARTE PERMIT. PA2022-014 N27°30'00"W 59.98'N62°30'00"E 90.00'N62°30'00"E 90.00'N27°30'00"W 59.98' VIA LIDO SOUDCL VIA EBOLICL NORTHWESTERLY 12 OF LOT 909 SOUTHEASTERLY 12 OF LOT 907TRACT NO. 907, M.M. 28/25-36 LOT 908 NORTHWESTERLY 12 OF LOT 907 SOUTHEASTERLY 12 OF LOT 909BASIS OF BEARINGS THE BASIS OF BEARINGS SHOWN HEREON ARE BASED ONTHE CENTERLINE OF VIA LIDO SOUD HAVING A BEARING OFN27°30'00"W PER TRACT NO. 907, M.M. 28/25-36.VICINITY MAPBENCHMARK INFORMATION319 VIA LIDO SOUD NEWPORT BEACH, CA 92663 (APN: 423-166-04) TOPOGRAPHIC MAP 1 1TITLE REPORT/EASEMENT NOTES319 VIA LIDO SOUDNEWPORT BEACH, CA 92663(APN: 423-166-05)NO TITLE REPORT PROVIDEDLEGAL DESCRIPTIONREAL PROPERTY SITUATED IN THE CITY OF NEWPORT BEACH,COUNTY OF ORANGE, STATE OF CALIFORNIA AND ISDESCRIBED AS FOLLOWS:THE SOUTHEASTERLY ONE-HALF OF LOT 907, ALL OF LOT 908,AND THE NORTHWESTERLY ONE-HALF OF LOT 909 IN TRACTNO. 907, IN THE CITY OF NEWPORT BEACH, COUNTY OFORANGE, STATE OF CALIFORNIA AS PER MAP RECORDED INBOOK 28, PAGES 25-36, OF MISCELLANEOUS MAPS IN THEOFFICE OF THE COUNTY RECORDER OF SAID COUNTY.LCEXISTING ELEVATIONLEGEND( )ACASPHALT PAVEMENTFOUND MONUMENTSEARCHED, FOUND NOTHING; SETNOTHINGFSFLFINISHED SURFACEFLOWLINEFFGFINISHED FLOOR GARAGECONCRETE SURFACET.B.M.TEMPORARY BENCHMARKSET ON A SEWER MANHOLEELEVATION = 12.68 FEETHUNTINGTON BEACH, CALIFORNIA 92646PHONE:(714)488-5006 FAX:(714)333-4440 APEXLSINC@GMAIL.COMPAUL D. CRAFT, P.L.S. 8516 DATENOTE: SECTION 8770.6 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODESTATES THAT THE USE OF THE WORD CERTIFY OR CERTIFICATION BY ALICENSED LAND SURVEYOR IN THE PRACTICE OF LAND SURVEYING OR THEPREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS OR OTHER SURVEYINGDOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINIONREGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THECERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE,EITHER EXPRESSED OR IMPLIED.LICENSE RENEWAL DATE 12/31/22STATEOFCALI FOR N IA PAUL DOMINICKCRAFTExp. 12/31/22No. 8516PROFESSI ONALLANDSURVEYORFFFINISHED FLOORWATER METERWMEGEDGE OF GUTTERGAS METERGMCENTERLINETCTOP OF CURBGRAPHIC SCALESURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTYCORNERS OR OFFSETS BEFORE STARTING GRADING.PLEASE CALL PAUL CRAFT @ 714-488-5006 TO SCHEDULE.SURVEYOR'S NOTESBLOCK WALLWATERNGNATURAL GROUNDBENCHMARK NO: NB3-12-70DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCSALUMINUM BENCHMARK DISK STAMPED "NB3-12-70",SET IN THE NORTHWEST CORNER OF A 4 FT. BY4.5 FT. CONCRETE CATCH BASIN. MONUMENT ISLOCATED IN THE SOUTHEAST CORNER OF THEINTERSECTION OF VIA LIDO SOUD AND PIAZZAGENOA, 19.3 FT. NORTHEAST OF THE CENTERLINEOF VIA LIDO SOUD AND 4 FT. EASTERLY OF THESOUTHEAST BEGINNING OF CURB RETURN.MONUMENT IS SET LEVEL WITH THE SIDEWALKELEVATION: 11.852 FEET (NAVD88), YEAR LEVELED 2015ADAREA DRAINCATV CABLE TV BOXBXBOTTOM OF CURB XDODRAIN OUTLETCLM COLUMNEVTELECTRICAL VAULTFTNFOUNTAINICVIRRIGATION CONTROL VALVEPAPLANTER AREASMH SEWER MANHOLETGTOP OF GRATETMH TELEPHONE MANHOLETWTOP OF WALLTXTOP OF CURB XPA2022-014 PA2022-014 PA2022-014 PROJECT LOCATION VICINITY MAP NOT TO SCALEMONROVIA HIG H W A Y FR E E W A Y JAMBOREEHIG H W A Y WEST BALBOA BALBOA PENI N S U L A BALBOAISLAND BLVDPLACENTIA 17TH ST 15TH ST SUPERIORCOASTAVE SANTA ANA AVE20 T H S T DOVER18 T H S TBLVD 15 T H S TNEWPORTAVE IRVINETUSTIN19 T H S T DRAVEAVE55 FREEWAY73 MACARTHURRD EA S T JOAQUI NMIGUEL C O R O N A D E L M A R CO A S T SAN NEWPORTHILLS COASTDRIVEBONITA AVEROAD FORD S A N RD BISON BLVDCANYON DRDR UNIVERSITY AVECAMPUS DRC A M P U S D R FREEW A Y 73 CITY OF COSTA MESA CITY OF IRVINE PACIFIC OCEAN JOHN WAYNE AIRPORT UPPER NEWPORT BAY NEWPORT CENTER SPA DN UP POWDER FOYER MEDIA ROOM POOL BATH GREAT ROOM DINING KITCHEN PANTRY ELEV. DOCK VIA LIDO SOUDW.M.POOL EQUIP. BUILT IN GAS GRILL LANDSCAPE ARCHITECTURAL PLANS FOR THE CREED RESIDENCE COVERSHEET1 SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT IDENTIFICATION NUMBER CALL UNDERGROUND SERVICE ALERT. TOLL FREE 1-800-422-4133 (TWO WORKING DAYS BEFORE YOU DIG) DIG ALERT: 800.227.2600 SOUTHERN CALIFORNIA EDISON: 714.895.0246 SOUTHERN CALIFORNIA GAS: 800.427.2000 CITY WATER & SEWER: 949.644.3011 PACIFIC BELL TELEPHONE: 800.750.2355 CITY OF NEWPORT BEACH PUBLIC WORKS DEPT.: 949.644.3311 CITY OF NEWPORT BEACH PLANNING DEPT.: GENERAL INFOMATION: 949.644.3200 ZONING INFORMATION: 949.644.3204 CITY OF NEWPORT BEACH BUILDING DEPT.: GENERAL: 949.644.3275 PERMITS: 949.644.3288 INSPECTIONS: 949.644.3255 NEWPORT BEACH FIRE DEPT: 949.644.3106 ORANGE COUNTY HEALTH SERVICES: 714.834.3882 NOTES: 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, MATERIALS, AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL CONSTRUCTION ELEMENTS AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 2. ALL WORK SHALL BE PERFORMED BY A CALIFORNIA LICENSED CONTRACTOR. 3. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE ACCORDING TO STATE, COUNTY AND LOCAL CODES, ORDINANCES AND UP TO CAL-OSHA SAFETY ORDERS REGARDING PERFORMANCE OF WORK. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ALL COSTS INCURRED DUE TO DAMAGE AND / OR REPLACEMENT OF SAID UTILITIES, INCLUDING DELAYS. 5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT DOCUMENTS AND / OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER (JOB SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES IS AT THE CONTRACTOR'S RISK AND EXPENSE. 6. NO WORK SHALL BE PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY BY THE APPLICANT / OWNER, OR THEIR AGENTS UNTIL A PUBLIC PROPERTY ENCROACHMENT PERMIT IS ISSUED BY THE CITY ENGINEER. 7. CONTRACTOR SHALL INSTALL THIS PROJECT IN ACCORDANCE TO ALL CITY CODES AND REQUIREMENTS. CONTRACTOR SHALL BRING TO THE ATTENTION OF THE OWNER AND THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION ANY KNOWN DISCREPANCY BETWEEN THAT WHICH IS SPECIFIED ON THESE PLANS AND THAT WHICH IS PERMITTED BY GOVERNING CODES AND THE HOME OWNERS' ASSOCIATION. 8. WITH THE ACCEPTANCE TO CONSTRUCT THIS PROJECT, CONTRACTOR AND OWNER AGREE TO HOLD LANDSCAPE ARCHITECT HARMLESS OF ANY UNFORESEEN CONSTRUCTION COSTS DUE TO ELEMENTS NOT SPECIFIED ON THESE PLANS. 9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL SITE CONDITIONS PRIOR TO COMPLETING BIDS. CONTRACTOR SHALL INCLUDE IN THEIR BID THE COST OF ALL DEMOLITION AND ANY SOIL IMPORT AND OR EXPORT NEEDED TO COMPLETE THIS PROJECT. 10. CONTRACTOR SHALL INSTALL THIS PROJECT UTILIZING THE LANDSCAPE INDUSTRIES'S B. M. P. BEST MANAGEMENT PRACTICES. LIGHTING PLAN L-6 L-7 L-8 L-5 L-4 L-2 L-1 SHEET INDEX: COVER SHEET CONSTRUCTION PLAN IRRIGATION PLAN PLANTING PLAN PLANTING SPECS. L-3 CONSTRUCTION DETAILS NOTICE TO HOMEOWNER: HOME OWNER SHALL PROCESS PLANS THROUGH THE HOME OWNER’S ASSOCIATION PRIOR TO ANY CONSTRUCTION. ISSUANCE OF A BUILDING PERMIT BY THE CITY DOES NOT RELIEVE THE APPLICANT OF LEGAL REQUIREMENT TO OBSERVE COVENANTS, CONDITIONS, AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN COMMUNITY ASSOC. APPROVAL. IRRIGATION DETAILS LANDSCAPE ARCHITECTURAL PLANS FORGREG AND CAROLYN CREED 319 VIA LIDO SOUD • NEWPORT BEACH, CA 92660Mattew PH. (614) 372-5756 614-404-6645Managed by Matthew - manderson@advocuspw.comDATE: DRAWN BY:D.P. 12-10-21 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.SHEET NO. OF - 8 L-D A V I D A. P E D E R S E N • INC.3400 IRVINE AVE., SUITE 203NEWPORT BEACH, CA 92660TEL. (949) 251-8999L A N D S C A P E A R C H I T E C T U R EPA2022-014 NORTH SCALE: 3/16" = 1'-0" SPA DN UP POWDER FOYER MEDIA ROOM POOL BATH GREAT ROOM DINING KITCHEN PANTRY ELEV. DOCK VIA LIDO SOUDW.M.POOL EQUIP.CONSTRUCTIONPLAN2 GENERAL: CONTRACTOR SHALL PROVIDE DECK-O-SEAL EXPANSION MASTIC (COLOR TO MATCH ADJACENT HARDSCAPE, FINISHED WITH SILICA SAND AS EXPANSION JOINTS. EXPANSION JOINTS SHALL OCCUR AT BOTTOM OF STEPS, CHANGE IN DIRECTION OF CONCRETE WALKS, ADJACENT TO BUILDINGS, AND WHERE NEW CONCRETE PAVING ABUTS EXISTING SIDEWALKS AND / OR CURBS. THE RECOMMENDED SPACING FOR EXPANSION JOINTS IN WALKS IS 16 FT. O.C. FOR CONTINUOUS WALKS UNLESS OTHERWISE RECOMMENDED BY SOILS ENGINEER. ALL INSIDES OF ALL RAISED PLANTERS / RETAINING WALLS SHALL RECEIVE THOROSEAL WATERPROOFING PER MANUFACTURES SPEC. CONTRACTOR SHALL CONSULT OWNER IN REGARDS TO OUTDOOR SPEAKER LOCATION. AND PROVIDE SEPARATE BID FOR RUNNING SPEAKER WIRE IN PVC SCH 80 CONDUIT AND WIRE TO EACH LOCATION. CONTRACTOR SHALL PROVIDE OWNER AS BUILT DRAWINGS FOR ALL UNDERGROUND UTILITIES - IRRIGATION WIRES, ANY SPEAKER WIRES AND OR GAS LINES. ALL TREES PLANTED WITHIN FIVE FEET OF HARDSCAPE SHALL HAVE A ROOT BARRIER DEVICE INSTALLED ADJACENT TO HARDSCAPE AREA. ALL DOWNSPOUTS SHALL BE CONNECTED TO THE LOT DRAINAGE SYSTEM. SEE DRAINAGE PLAN CONTRACTOR SHALL BE IN CHARGE OF PROCESSING ALL PERMITS WHERE NEEDED. POOLS, SPAS, WALLS, FENCES, PATIO COVERS, AND OTHER FREE-STANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. NO WORK SHALL BE PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY BY THE APPLICANT / OWNER, OR HIS OR HER AGENTS UNTIL A PUBLIC PROPERTY ENCROACHMENT PERMIT IS ISSUED BY THE CITY ENGINEER. MASONRY CONTRACTOR SHALL COORDINATE WITH DRAINAGE CONTRACTOR, IRRIGATION CONTRACTOR AND ELECTRICIAN TO ENSURE THAT ALL SLEEVES AND CROSSINGS ARE PROVIDED PRIOR TO PLACING OF PAVING, CONCRETE, ETC. ALL CONSTRUCTION SHALL CONFORM TO ALL LOCAL CODES AND ORDINANCES. FINISH SURFACE OF CONCRETE OR HARDSCAPE SURFACE TO BE A 3" MINIMUM BELOW STUCCO SCREED; VERIFY IN FIELD AND ADJUST GRADES IF NECESSARY TO ACHIEVE THIS. CHECK WITH GOVERNING CODES FOR REQUIREMENTS AND COMPLY WITH IF DIFFERENT. STEP TREADS TO BE 12" WIDE MINIMUM. CONTRACTOR SHALL INSTALL THIS PROJECT IN ACCORDANCE TO ALL CITY CODES AND REQUIREMENTS. CONTRACTOR SHALL BRING TO THE ATTENTION OF THE OWNER AND THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION ANY KNOWN DISCREPANCY BETWEEN THAT WHICH IS SPECIFIED ON THESE PLANS AND THAT WHICH IS PERMITTED BY GOVERNING CODES AND THE HOME OWNERS' ASSOCIATION. WITH THE ACCEPTANCE TO CONSTRUCT THIS PROJECT, CONTRACTOR AND OWNER AGREE TO HOLD LANDSCAPE ARCHITECT HARMLESS OF ANY UNFORESEEN CONSTRUCTION COSTS DUE TO ELEMENTS NOT SPECIFIED ON THESE PLANS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL SITE CONDITIONS PRIOR TO COMPLETING BIDS. CONTRACTOR SHALL INCLUDE IN THEIR BID THE COST OF ALL DEMOLITION AND ANY SOIL IMPORT AND OR EXPORT NEEDED TO COMPLETE THIS PROJECT. GENERAL NOTES AND SPECIFICATIONS 1. GENERAL NOTICE TO CONTRACTORS ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". THE OWNER AND OWNERS' REPRESENTATIVES SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH SAID REGULATIONS AND ORDERS. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND HIS REPRESENTATIVE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR HIS REPRESENTATIVE.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ASCERTAIN THE LOCATION OF ALL UNDERGROUND UTILITIES OR STRUCTURES FROM FIELD INVESTIGATIONS AND AVAILABLE RECORDS PRIOR TO COMMENCING ANY EXCAVATION. 2. CONCRETE AND REINFORCING STEEL: CEMENT FOR CONCRETE SHALL BE A STANDARD BRAND MEETING THE REQUIREMENTS FOR TYPE V CEMENT OF ASTM SPECIFICATIONS C-150 "PORTLAND CEMENT". MINIMUM COMPRESSIVE STRENGTH OF ALL CONCRETE SHALL BE 2,500 PSI IN 28 DAYS. 6 SACK MIX WITH A 5" MAX. SLUMP. AT A MINIMUM THICKNESS OF FOUR INCHES OVER 1" SAND BASE AND 90% COMPACTED NATIVE SOIL. (DRIVEWAY MIN. THICKNESS OF 6 INCHES) THE LARGEST PRACTICAL SIZE OF COARSE AGGREGATE UP TO 1/2" SHALL BE USED IN THE CONCRETE. MINIMUM CONCRETE CLEAR COVERAGE OF REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS: CONCRETE PLACED AGAINST EARTH...3" CONCRETE PLACED AGAINST FORMS EXPOSED TO EARTH.. 2" SLABS..1 1/2" ALL REINFORCING STEEL SHALL BE DEFORMED BARS IN ACCORDANCE WITH ASTM A-615 - GRADE 40. ALL BARS AT SPLICES IN CONCRETE SHALL LAP AS FOLLOWS: GRADE 40 IS 40 DIAMETER LAP. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS SHALL BE SECURELY FASTENED IN THE FORMS BEFORE PLACING THE CONCRETE. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH #16 DOUBLE ANNEALED STEEL WIRE. BARS SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL CHAIRS. WIRE FABRIC SHALL CONFORM TO "STANDARD SPECIFICATIONS FOR WELD WIRE FABRIC FOR CONCRETE REINFORCEMENT", "ASTM A-185-64". ALL CONCRETE WORK SHALL RECEIVE 1/2" "FIBERMIX STEALTH MULTIFILAMENT FIBERS" AT 2 LBS. PER CU. YD. ALL CONCRETE FLAT WORK AND OR STONE SUB-BASE SHALL RECEIVE NO. 3 BAR AT 18 INCHES ON CENTER, CHAIRED IN PLACE ALONG CENTER OF SLAB. DRIVE CONCRETE FLAT WORK SHALL RECEIVE NO. 4 BAR AT 12 INCHES ON CENTER, CHAIRED IN PLACE ALONG CENTER OF SLAB. DRIVE CONCRETE SHALL BE A MINIMUM THICKNESS OF 6 INCHES. ALL CONCRETE SHALL BE UNDERLAIN WITH A VAPOR BARRIER CONSISTING OF A PLASTIC FILM (TEN MIL POLYVINYL CHLORIDE OR EQUIVALENT) AT A MINIMUM. THE VAPOR BARRIER SHOULD BE PROPERLY LAPPED AND SEALED. SINCE THE VAPOR BARRIER WILL PREVENT MOISTURE FROM DRAINING FROM FRESH CONCRETE, A BETTER CONCRETE FINISH CAN USUALLY BE OBTAINED IF AT LEAST TWO INCHES OF SAND IS SPREAD OVER THE VAPOR BARRIER PRIOR TO PLACEMENT OF CONCRETE. 3. MASONRY: UNIT MASONRY SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-90 GRADE N. MINIMUM COMPRESSIVE STRENGTH SHALL BE FOR THE GROSS SECTION OF BLOCK. CEMENT FOR MASONRY MORTAR SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-150 "PORTLAND CEMENT", TYPE 1.MORTAR SHALL BE 1:3 1/2 CEMENT AND SAND MIX WITH 1/4 PART APPROVED HYDRATED LIME OR LIME PUTTY, TYPE M OR S. GROUT SHALL BE 1:3:2 CEMENT, SAND, AND 3/8" PEA GRAVEL MIX WITH A SLUMP OF 8" TO 11". DRYPACK SHALL BE 1:3 CEMENT AND SAND MIX. ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE PERFORMED BARS CONFORMING TO ASTM A-615, GRADE 40. REINFORCING STEEL SHALL BE LOCATED AT THE CENTER OF THE WALL UNLESS OTHERWISE NOTED ON THE PLANS, I.E. RETAINING WALLS. SPLICES OF REINFORCING STEEL SHALL LAP 40 DIAMETERS OR 2'-0" MINIMUM. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE SECURELY ANCHORED IN PLACE PRIOR TO GROUT. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATION PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. PROJECT HARDSCAPE MATERIALS: STUCCO WALLS SHALL MATCH HOUSE. PAVING SHALL BE 'EARTH OUTDOOR' MILESTONE PORCELAIN TILE PAVERS (COLOR TO BE 'MULTICOLOR'), SUBMIT SAMPLES FOR APPROVAL. EXISTING PROPERTY LINE WALL, PROTECT IN PLACE.. PAVER HARDSCAPE, SLOPE TO DRAIN. CONSTRUCTION BID ITEMS: CONTRACTOR SHALL PROVIDE AN ITEMIZED BID COST FOR EACH OF THE FOLLOWING. 1 2 3 4 5 6 7 8 9 10 16 INCH HIGH FIRE TROUGH, STUCCO TO MATCH HOUSE. PAVER DRIVE WITH 6" THICK CONCRETE BASE. 6 FT. WOOD GATE, PAINT TO MATCH HOUSE TRIM. EXISTING DOCK . GLASS GUARD RAIL PER ARCHITECTS PLAN. RAISED 18" HIGH TILE FACED SPA WALL. 1 2 2 2 3 3 4 4 5 5 6 7 7 7 7 EXISTING LOW WALL WITH GLASS TO REMAIN. 98 9 10 STUCCO FACE BUILT IN GAS GRILL LANDSCAPE ARCHITECTURAL PLANS FORGREG AND CAROLYN CREED 319 VIA LIDO SOUD • NEWPORT BEACH, CA 92660Mattew PH. (614) 372-5756 614-404-6645Managed by Matthew - manderson@advocuspw.comDATE: DRAWN BY:D.P. 12-10-21 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.SHEET NO. OF - 8 L-D A V I D A. P E D E R S E N • INC.3400 IRVINE AVE., SUITE 203NEWPORT BEACH, CA 92660TEL. (949) 251-8999L A N D S C A P E A R C H I T E C T U R EPA2022-014 CONSTRUCTIONDETAILS3 1. 2 X 8 TOP AND BOTTOM RAILS WITH RADIUS AT TOP MEMBER - PROVIDE DADO TO ACCEPT T & G. 2. 2 X 6 SIDE RAILS - PROVIDE DADO TO ACCEPT T & G. 3. 1 X 4 T & G PANEL. 4. GATE HARDWARE AS SELECTED BY OWNER. 5. 1 X 3 GATE STOP ATTACH TO WALL WITH GALVANIZED FASTENERS AT 4 PLACES. 6. TWO 6" LONG X 3/8" DOWELS AT EACH SPLICE. 7. 3 GALVANIZED BUTT HINGES WITH BLACK FINISH. 8. BLOCK WALL - SEE CONSTRUCTION PLAN. 9. FINISH SURFACE NOTE: ALL WOOD TO BE CLEAR D.F. PRIME AND PAINT TO MATCH HOUSE (VERIFY COLOR WITH OWNER). PROVIDE COPPER CAP 1 2 3 4 5 6 7 8 9 3'-0" MIN. VERIFY W/ OWNER SEE CONSTRUCTION PLANWOOD GATE 1 1.STAINLESS STEEL ACCESS DOORS 2.DROP IN GAS BBQ MODEL TO BE SELECTED BY OWNER. INSTALL PER MANUFACTURER'S SPECIFICATIONS 3.ELECTRICAL OUTLET 4.COUNTER SURFACE MATERIAL PER CONSTRUCTION PLAN. 5.C.M.U. FRAM WITH PLASTER FINISH - TO MATCH HOUSE. 6.4" HIGH KICKPLATE 7.FINISH SURFACE 8.UTILITY LINES (GAS AND ELECTRIC) PER CODE. BUILT IN GAS GRILL36"2 3 4 5 67 8 FIRE TROUGH PLAN ELEVATION 16"1. STONE TO MATCH HOUSE 2. PRE-CAST CONCRETE CAP 3. PROVIDE GAS FIRE RING HOOP W/ ON OFF VALVE ON SIDE 1 3 2 2 2'-6"8"5'-0" 1. TOOLED OR SAWCUT CONTROL JOINT - MIN. 1/8" WIDE x 1/3 DEPTH OF CONCRETE WHERE SHOWN ON PLAN. 2. CONCRETE PAVING AND OR CONCRETE SUB-BASE FOR STONE, BRICK ETC.. - SEE PLAN 3.THICKENED EDGE 8" THICK FOR WALKING SURFACES, 10" THICK FOR DRIVEWAY. 4. REBAR PER CONSTRUCTION PLAN. 5.FINISH LANDSCAPE GRADING. NOTE: MAINTAIN 3" CLEAR BETWEEN REBAR AND EARTH. 2" MIN. PROVIDE SAND BED AND / OR BASE MIX OVER COMPACTED 90% SUBGRADE. 12" MIN. TYPICAL HARDSCAPE THICKENED EDGE 1 23 45 1. FACE OF WALL CAP TO BE ±1/4 BEYOND WALL FACE. 2. WALL CAP - SEE CONSTRUCTION PLAN. WALL CAP OVERHANG SCALE: 1" = 2'-0" 1 2 1 1. SECOND POUR 2. # 4 REBAR AS STEEL DOWEL 3. SAW CUT OR TOOLED CONTROL JOINT, SEE CONSTRUCTION PLAN 4. SPEED DOWEL SLEEVE (800) 531-3355 5. FIRST POUR 6. COMPACTED SOIL 7. POLYFELT FOAM EXPANSION. 8. SELF-LEVELING DECK-O-SEAL EXPANSION MASTIC COLOR TO MATCH CONC., FINISH WITH SILICA SAND FOR CONCRETE PAVING COLOR AND TEXTURE, SEE CONSTRUCTION PLAN. COLD JOINT EXPANSION JOINT 1 2 3 4 5 6 72 81 5 EXPANSION JOINT / SPEED DOWEL DETAIL 1/2"1/2"1/4" R. 1. SIDE OF HOUSE 2. WEEP SCREED 3. HARDSCAPE SURFACE. 4. SELF-LEVELING DECK-O-SEAL EXPANSION MASTIC COLOR TO MATCH CONC., FINISH WITH SILICA SAND 5. 3/ 8" POLYFELT FOAM EXPANSION. 6. COMPACTED SOIL FOR HARDSCAPE TYPE, SEE CONSTRUCTION PLAN. EXPANSION JOINT AT HOUSE 3/8" 1/4" R.4"MIN1"MIN1 2 3 4 5 6 LANDSCAPE ARCHITECTURAL PLANS FORGREG AND CAROLYN CREED 319 VIA LIDO SOUD • NEWPORT BEACH, CA 92660Mattew PH. (614) 372-5756 614-404-6645Managed by Matthew - manderson@advocuspw.comDATE: DRAWN BY:D.P. 12-10-21 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.SHEET NO. OF - 8 L-D A V I D A. P E D E R S E N • INC.3400 IRVINE AVE., SUITE 203NEWPORT BEACH, CA 92660TEL. (949) 251-8999L A N D S C A P E A R C H I T E C T U R EPA2022-014 NORTH SCALE: 3/16" = 1'-0" SPA DN UP POWDER FOYER MEDIA ROOM POOL BATH GREAT ROOM DINING KITCHEN PANTRY ELEV. DOCK VIA LIDO SOUDW.M.POOL EQUIP. GENERAL LIGHTING NOTES: ALL LIGHTING FIXTURES AND ELECTRICAL INSTALLATION SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODES AND LOCAL GOVERNMENTAL AGENCY, PERMIT REQUIREMENTS AND STATE HEALTH AND SAFETY REQUIREMENTS. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE HELD LIABLE FOR ANY DAMAGES INCURRED. ALL ELECTRICAL FIXTURES ARE SHOWN SCHEMATICALLY FOR APPROXIMATE LOCATIONS AND QUANTITIES REQUIRED. FINAL LOCATIONS TO BE VERIFIED ON SITE BY THE CONTRACTOR AT NIGHT. CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED WITH MASONRY AND OTHER SUBCONTRACTORS AS REQUIRED. CONTRACTOR SHALL SIZE AND CIRCUIT ALL ELECTRICAL REQUIREMENTS PER MANUFACTURERS REQUIREMENTS. ALL CABLE MUST BE INSTALLED A MINIMUM OF 12 INCHES BELOW GRADE. PVC SCH 40 SLEEVING SHALL BE PROVIDED UNDER ALL HARDSCAPE AREAS. ALL GROUND-MOUNTED FIXTURE SHALL HAVE A MINIMUM OF 18” OF EXCESS CABLE BURIED AT EACH FIXTURE FOR POSSIBLE RE POSITIONING AND OR MAINTENANCE. CONTRACTOR SHALL PROVIDE OWNER WITH ALL MANUFACTURERS GUARANTEE LITERATURE. IF DISTANCES FROM TRANSFORMER EXCEED RECOMMENDED LENGTHS AND WATTAGES, EXCESSIVE VOLTAGE DROP WILL OCCUR AND LIGHT OUTPUT WILL GREATLY DIMINISH. CENTER TRANSFORMERS WHENEVER POSSIBLE. MAKE CABLE RUNS AS SHORT AS POSSIBLE TO REDUCE VOLTAGE DROP. SIZE CABLE AND TRANSFORMERS PROPERLY FOR EACH PROJECT. ALLOW ROOM FOR GROWTH OR ADDITIONS TO THE SIGHTING SYSTEM. IT IS RECOMMENDED TO USE EYELET, FLANGE SPADE, OR SPADE TERMINAL CONNECTORS WHEN ATTACHING CABLE TO TERMINAL BLOCK STUDS. THIS ENABLES ADDITIONAL SETS OF CABLE TO BE USED AND REDUCES THE POSSIBILITY OF STRAY WIRES TO TOUCH FROM ONE CONDUCTOR TO ANOTHER. IF THIS HAPPENS, ARCHING WILL OCCUR CAUSING A SUPER HEATED CONDITION AT THE TERMINAL BLOCK. CAUTION: HALOGEN LIGHTS OPERATED BELOW 10 VOLTS CONTINUOUSLY WILL BLACKEN AND HAVE BOTH LIFE AND LIGHT OUTPUT LESS THAN THE ABOVE FIGURES. FLUORESCENT LIGHTS WILL NOT OPERATE UNDER 10 VOLTS. VOLTAGE DROP IS INHERENT IN ALL LIGHTING SYSTEMS. MAKE CABLE RUNS AS SHORT AS POSSIBLE FROM TRANSFORMER. CENTER THE TRANSFORMER WHENEVER POSSIBLE AND MAKE MULTIPLE RUNS TO ACHIEVE THE DESIRED COVERAGE. CONTRACTOR SHALL USE SILICONE- FILLED SAFETY WIRE CONNECTORS BY "KING CONNECTORS" MODEL NO. KING-6T FOR DIRECT BURRIAL LOW-VOLTAGE LIGHTING SYSTEMS. LOW VOLTAGE CABLE WITH APPROVED WATER PROOF CONNECTION. LEAVE 36" MIN. LOOP COILED IN BOTTOM OF FIXTURE FOR FUTURE RELOCATION. STAKE MOUNTED LIGHTING FIXTURE. SEE LIGHTING PLAN LEGEND FOR TYPE, COLOR & LAMP. SCALE: NOT TO SCALE TYPICAL LANDSCAPE AREA LIGHT SHRUB PLANTING AREAS 5 64123 7 8 9 1. FINISH GRADE 2. 2" IN G.C., FLUSH IN LAWN 3. VALVE BOX (SEE SPECS.) 4. WATER PROOF CONNECTOR 5. 24" LINEAR LENGTH OF WIRE, COILED. 6. BRICK ( 1 OF 4 ) 7. PVC SWEEP ELLS, 8. 1 CU. FT. PEA GRAVE (MIN) 9. GRAY PVC SCH 40 WHEN SPECIFIED DIRECT BURIAL OTHERWISE. RUN ALL WIRES ADJACENT TO IRRIGATION MAIN LINE WHEN POSSIBLE. WIRE PULL BOX / JUNCTION BOX12" MIN.7 LOW VOLTAGE CABLE WITH APPROVED WATER PROOF CONNECTION. LEAVE 18" MIN. LOOP COILED IN BOTTOM OF FIXTURE FOR MAINTENANCE PURPOSES. SPIKE MOUNT SPOT LIGHT FIXTURE. SEE LIGHTING PLAN LEGEND FOR TYPE. TYPICAL DIRECTIONAL SPOT LIGHT SHRUB PLANTING AREAS SCALE: NOT TO SCALE FINISH GRADE LOW VOLTAGE CABLE WITH APPROVED WATER PROOF CONNECTION. LEAVE 18" MIN. LOOP COILED IN BOTTOM OF FIXTURE FOR MAINTENANCE PURPOSES. SPIKE MOUNT FLOOD LIGHT FIXTURE. SEE LIGHTING PLAN LEGEND FOR TYPE. TYPICAL FLOOD LIGHT SCALE: NOT TO SCALE FINISH GRADE LIGHTING PLAN4 MATTE BRONZE DIRECTIONAL SPOT TOP-UL-114-MBR 12TOP20 WATT HAL. MR 8 SHINE AT URN OR STATUE SYMBOL DESCRIPTION / COLOR MFG.MODEL NO.LAMP VOLTAGE NOTES: TRANSFORMERS SHALL BE A TOP 300 WATT TOP LIGHTS TRANSFORMER BY TOP W/ INTEGRAL TIMER ) CONTACT BRETT BROWNING AT TOP LIGHTS INC. TO PLACE ORDER 877-867-5596 (CELL 949-422-4563)T MATTE BRONZE AREA LANDSCAPE / PATH LIGHT, 12” HIGH, "SMALL HAT"TOP TOP-PL-340-MBR 2 WATT LED 12 LOCATE ±12" AWAY FROM ANY WALK OR PATIO. ± 18" FROM MOW EDGE. MATTE BRONZE DIRECTIONAL UP LIGHT W/ LARGE SHROUD TOP 142-MBR 12TOP6 WATT LED SHINE IN MID BRANCHES OF TREE MATTE BRONZE DIRECTIONAL FLOOD LIGHT TOP-UL-150-MBR 12TOPPAR 36 FLOOD 6 ALT WATT LED SHINE IN LOWER BRANCHES OF SHRUB OR VINE. LOUVERED BRASS RECESS LIGHT.TOP-SL-LGBX SL-CVR534-MBR (3) 2 WATT LED 12TOP LOCATE 2" BELOW WALL CAP. INSTALL FLUSH TO WALL, WIRES IN BLUE ENT. AND OR IN STEP FACE. L I G H T I N G L E G E N D Private landscape lighting is not allowed to be installed within the public right-of-way per City Council Policy T LANDSCAPE ARCHITECTURAL PLANS FORGREG AND CAROLYN CREED 319 VIA LIDO SOUD • NEWPORT BEACH, CA 92660Mattew PH. (614) 372-5756 614-404-6645Managed by Matthew - manderson@advocuspw.comDATE: DRAWN BY:D.P. 12-10-21 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.SHEET NO. OF - 8 L-D A V I D A. P E D E R S E N • INC.3400 IRVINE AVE., SUITE 203NEWPORT BEACH, CA 92660TEL. (949) 251-8999L A N D S C A P E A R C H I T E C T U R EPA2022-014 NORTH SCALE: 3/16" = 1'-0" SPA DN UP POWDER FOYER MEDIA ROOM POOL BATH GREAT ROOM DINING KITCHEN PANTRY ELEV. DOCK VIA LIDO SOUDW.M.POOL EQUIP. 604 VIA LIDO NORD NEWPORT BEACH NEWPORT BEACH NEWPORT BEACH NEWPORT BEACH NEWPORT BEACH DAVID A. PEDERSEN 3-24-20 3895 DAVE@DPLANDSCAPE.COM949-251-8999 20271 ACACIA ST. NEWPORT BEACH CA. SUITE 120 1-30-21 3-24-20 · TURF AREA DOES NOT EXCEED 25% OF LANDSCAPE PLANTING AREA (PROHIBITED ON SLOPE AREAS AND PARKWAYS LESS THAN 10 FEET WIDE) · 75% OF LANDSCAPE AREA MUST BE PLATED WITH CLIMATE ADAPTED PLANTS WITH AN AVERAGE WUCOLS PLANT FACTOR OF 0.3. · COMPOST AT A RATE OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET TO A DEPTH OF SIX INCHES 3-INCH MULCH LAYER APPLIED TO ALL PLANTING AREAS (EXCLUDING TURF AREAS) AUTOMATIC IRRIGATION CONTROLLERS WITH MANUAL SHUT-OFF VALVES STATEMENT, “I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE PRESCRIPTIVE COMPLIANCE OPTION TO THE MWELO).” POINT OF CONNECTION MAKE IRRIGATION POINT OF CONNECTION INTO WATER SERVICE LINE DIRECTLY DOWNSTREAM OF EXISTING LOT WATER METER. VERIFY EXACT LOCATION IN THE FIELD AND ADJUST AS NECESSARY. INSTALL BALL VALVE AT POC FOR IRRIGATION SYSTEM ISOLATION. EXTEND MAINLINE AS SHOWN TO SIDE YARD FOR IRRIGATION EQUIPMENT LOCATION. INSTALL BACKFLOW PREVENTER DOWNSTREAM OF BALL VALVE PER ALL LOCATE CODES. FINAL BACKFLOW PREVENTER LOCATION TO BE APPROVED IN THE FIELD BY THE OWNER OR AUTHORIZED REPRESENTATIVE. PIPING BETWEEN THE POC AND THE BACKFLOW PREVENTER TO BE 1" TYPE 'K' COPPER INSTALL MASTER VALVE DOWNSTREAM OF BACKFLOW DEVICE AND WIRE TO CONTROLLER PER MANUFACTURER'S DIRECTIONS. INSTALL FLOW SENSOR DOWNSTREAM OF MASTER VALVE AND WIRE TO CONTROLLER PER MANUFACTURER'S DIRECTIONS. MAXIMUM DEMAND IS 5 GPM. MINIMUM DESIGN PRESSURE AT POC IS 60 PSI. CONTRACTOR SHALL TAKE A DIRECT PRESSURE MEASUREMENT AT THE POC PRIOR TO START OF WORK. IF STATIC PRESSURE IS GRATER THAN 80 PSI. INSTALL PRESSURE REGULATOR WITH BACKFLOW ASSEMBLY PER THESE PLANS AND SET TO 60 PSI. IF STATIC PRESSURE IS BETWEEN 60 PSI AND 80 PSI, DO NOT INSTALL PRESSURE REGULATOR. IF STATIC PRESSURE IS LESS THAN 60 PSI. NOTIFY LANDSCAPE ARCHITECT IN WRITING. DO NOT PROCEED WITH ANY IRRIGATION INSTALLATION WORK UNTIL ANY AND ALL WATER SUPPLY AND PRESSURE ISSUES HAVE BEEN RESOLVED. CONTROLLER INSTALL IRRIGATION CONTROLLER OUTSIDE HOUSE AS SHOWN ON THE PLANS. FINAL CONTROLLER LOCATION TO BE APPROVED IN THE FIELD BY THE OWNER OR AUTHORIZED REPRESENTATIVE. THE IRRIGATION CONTRACTOR SHALL COORDINATE 120V AC POWER TO THE FINAL CONTROLLER LOCATION WITH GENERAL CONTRACTOR AND / OR ELECTRICAL CONTRACTOR AS NECESSARY, AND PAY ALL ASSOCIATED COST. THE IRRIGATION CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS PER LOCAL CODES. MOUNT, GROUND, AND WIRE ALL THE CONTROL EQUIPMENT PER THE MANUFACTURER'S DIRECTIONS, THESE PLANS, AND PER ALL LOCAL CODES. SLEEVING MAINLINE AND VALVES SHOWN OUTSIDE OF PLANTED AREAS FOR CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT IN ADJACENT PLANTED AREAS EXCEPT WHERE SLEEVING IS SHOWN ON THE PLANS. ALL PIPES AND WIRES THAT MUST RUN UNDER HARDSCAPE TO BE SLEEVED IN SCH 40 PVC SLEEVES ACCORDING TO THE SLEEVING CHART. DRIP LINE SYSTEMS SHRUB AREAS AS SHOWN SHALL BE IRRIGATED WITH DRIP LINE IRRIGATION. INSTALL ALL DRIP LINE SYSTEMS PER THE MANUFACTURER'S DIRECTIONS AND RECOMMENDATIONS. CONTRACTORS NOT FAMILIAR WITH DRIP LINE SYSTEM INSTALLATION SHALL CONTACT THE MANUFACTURER'S REPRESENTATIVE PRIOR TO START OF WORK FOR ON-SITE PRODUCT AND INSTALLATION TRAINING. 2. Soil Preparation Mulch and Amendments (a) Prior to planting of any materials, compacted soils shall be transformed to a friable condition. On engineered slopes, only amended planting holes need to meet this requirement. (b) Soil amendments shall be incorporated according to the recommendations of the soil report and what is appropriate for plants selected. (c) For landscape installations, compost at a rate of a minimum of four cubic yards per 1,000 square feet of permeable area shall be incorporated to a depth of six inches into the soil. Soils with greater than 6% organic matter in the top 6 inches of soil are exempt from adding compost and tilling. (d) A minimum two, three inch (3″) layers of mulch shall be applied on all exposed soil surfaces of planting areas except in turf areas, creeping or rooting groundcovers, or direct seeding applications where mulch is contraindicated. To provide habitat for beneficial insects and other wildlife, up to 5% of the landscape are may be left without mulch. Designated insect habitat must be included in the landscape design plan as such. (e) Stabilizing mulching products shall be used on slopes that meet current engineering standards such as those detailed in the USDA/USAID Low Volume Roads Engineering Best Management Practices Field Guide. (f) The mulching portion of the seed/mulch slurry in hydroseeded applications shall meet the mulching requirement. (g) Organic mulch materials made from recycled or postconsumer shall take precedence over inorganic materials or virgin forest products unless the recycled post-consumer 2.3 Soil Management Report A. All planted landscape areas are required to have friable soil to maximize retention and infiltration. On engineered slopes, only amended planting holes need meet this requirement. B. In order to reduce runoff and encourage healthy plant growth, a soil management report shall be completed by the project applicant, or his/her designee, as follows: 1. Submit soil samples to a certified agronomic soils laboratory for analysis and recommendations. (a) Soil sampling shall be conducted in accordance with laboratory protocol, including protocols regarding adequate sampling depth for the intended plants. (b) The soil analysis may include, but is not limited to: 1. soiltexture; 2. infiltration rate determined by laboratory test or soil texture infiltration rate table; 3. pH; 4. total soluble salts; 5. sodium; 6. percent organic matter; and 7. recommendations. PRESCRIPTIVE COMPLIANCE OPTION 'H' This project submittal is under the City's prescriptive requirements which is an option to the City's Water Efficient Landscape Ordinance. 5IRRIGATIONPLANRAINBIRDASVF 1"AUTOMATIC IRRIGATION CONTROL VALVE / BACKFLOW TORO TMC-424E-OD+TSM-8F SERIES WEATHER - BASED AUTOMATIC ET ADJUSTING 'SMART' IRRIGATION CONTROLLER - WITH IRRITROL CL-100 SERIES 'CLIMATE LOGIC' WIRELESS ET / RAIN SENSOR NIBCO T-580-70 TWO-PIECE BRONZE BALL VALVE - FULL PORT ET SCH 40 PVC IRRIGATION PRESSURE MAINLINE 18" MIBNIMUM COVER CLASS 200 PVC NON-PRESSURE LATERAL LINE - 12" MINIMUM COVER EQUIPMENT LEGEND SYMBOL MANUFACTUER / MODEL NUMBER C ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. RAINBIRD 1806 PRS 6" POP UP SPRAY HEAD, SELECT APPROPRIATE NOZZLE TOTAL IRRIGATED AREA = 165 SQ. FT. RAINBIRD SPRAY HEAD OR BUBBLER ON RISER1401 C ET SHOWN OFF SITE FOR CLARITY ONLY SHOWN OFF SITE FOR CLARITY ONLY PROVIDE 1" MAIN LINE TO VALVES PROVIDE 1" MAIN LINE TO VALVES 1" 1" 1" 1/2"1/2"3/4"3/4"1" 3/4" 1/2"1/2"1/2" 1/2" 3/4" 3/4" 3/4" 1" 1/2"1/2" 1"LANDSCAPE ARCHITECTURAL PLANS FORGREG AND CAROLYN CREED 319 VIA LIDO SOUD • NEWPORT BEACH, CA 92660Mattew PH. (614) 372-5756 614-404-6645Managed by Matthew - manderson@advocuspw.comDATE: DRAWN BY:D.P. 12-10-21 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.SHEET NO. OF - 8 L-D A V I D A. P E D E R S E N • INC.3400 IRVINE AVE., SUITE 203NEWPORT BEACH, CA 92660TEL. (949) 251-8999L A N D S C A P E A R C H I T E C T U R EPA2022-014 IRRIGATIONDETAILS6 1.FINISH GRADE 2.NATIVE SOIL / BACKFILL PER SPECIFICATIONS 3.POP-UP SPRAY HEAD AND NOZZLE PER LEGEND 4.1/2" MARLEX STREET ELL 5.1/2" SCH 40 PVC STREET ELL TxT 6.1/2" x 12" MIN. SCH 80 PVC THREADED NIPPLE 7.SCH. 40 PVC LATERAL LINE FITTING WITH 1/2" FEMALE THREADED OUTLET 8.LATERAL LINE PIPING PER LEGEND SEE NOTE POP - UP SPRAY HEAD 1 2 3 4 5 6 4 7 8 12" NOTES: USE TEFLON TAPE ON ALL PVC TO PVC CONNECTIONS; NO PIPE DOPE ALLOWED. SET PERIMETER HEADS 4" -4" FROM HARDSCAPE AND 6" - 12" FROM VERTICAL OBJECTS SUCH AS FENCES AND WALLS, ETC. ONLY USE BOTTOM INLET OF HEAD.18"* 4" 2" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 A2 FLOW 4" 1.REMOTE CONTROL VALVE PER IRRIGATION LEGEND 2.SCH 40 PVC MALE ADAPTER (2 REQUIRED) VALVE SIZE 3.RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (NDS #314BCB) HEAT BANDED STATION NUMBER ON LID IN 2" HIGH BLOCK LETTERS. 4.FINISH GRADE 5.PVC LATERAL LINE PER IRRIGATION LEGEND (VALVE SIZE) 6.SCH 40 PVC 45° ELL 7.SCH 40 PVC 45° (BUSH UP TO LATERAL LINE PLAN SIZE) 8.RECTANGULAR PLASTIC VALVE BOX EXTENSION (NDS #214-6) 9.COMMON BRICK SUPPORTS (4 REQUIRED) 10.WATERPROOF WIRE CONNECTORS (2 REQUIRED) 11.#14 UF WIRES TO CONTROLLER (COLOR CODED) 12.I.D. TAG WITH STATION NUMBER PRINTED ON IN (CHRISTY'S #ID-STD-Y1) 13.SCH 40 PVC ELL (VALVE SIZE) 14.MAINLINE PIPING PER IRRIGATION LEGEND (VALVE SIZE) 15.SCH 40 PVC TEE (OUTLET TO BE VALVE SIZE) 16.MAINLINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) 17.FILL BASE OF BOX WITH PEA GRAVEL 18.NATIVE SOIL * 1/2" IN TURF AREAS, 2" IN SHRUB AREAS. ELECTRIC CONTROL VALVE 18"* 4" 2" 4" 1.BALL VALVE PER IRRIGATION LEGEND (MAINLINE SIZE) 2.RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (NDS #314BCB) HEAT BRAND 'BV' ON LID IN 2" HIGH BLOCK LETTERS 3.FINISH GRADE 4.SCH 40 PVC MALE ADAPTER (2 REQUIRED) 5.SCH 40 PVC 45 DEGREE ELL (4 REQUIRED) 6.NATIVE SOIL 7.MAINLINE PIPING PER IRRIGATION LEGEND 8.COMMON BRICK SUPPORTS (4 REQUIRED) 9.FILL BASE OF BOX WITH PEA GRAVEL *1/2" IN TURF AREAS, 2" IN SHRUB AREAS NOTES: OFF-SET VALVE BOX AROUND BALL VALVE TO ALLOW SPACE FOR FULL MOVEMENT OF THE BALL VALVE HANDLE. BRASS BALL VALVE 1 2 3 4 5 6 7 8 9 T R E N C H I N G 12" MIN. 18" MIN. 1.FINISH GRADE 2.CLEAN BACKFILL WITH ALL ROCKS 1" OR LARGER REMOVED - 90% COMPACTION REQUIRED - SEE SPECS. 3.NON- PRESSURE LATERAL LINE PER LEGEND (SNAKE IN TRENCH) 5.CONTROL WIRES - INSTALL BELOW PRESSURE MAINLINE 6.UNDISTURBED NATIVE SOIL. NOTES: BUNDLE AND TAPE WIRES AT 10' O.C. PIGTAIL AND LOOP WIRES AT All CHANGES IN DIRECTION. SPLICING OF WIRE RUNS IS NOT PERMITTED WITHOUT PRIOR APPROVAL FROM OWNER AND LANDSCAPE ARCHITECT. RUN CONTROL WIRES IN SAME TRENCH AS MAINLINE WHERE POSSIBLE. INSTALL 12"x12"x12" CONCRETE THRUST BLOCKS AT ALL CHANGES IN DIRECTION OF PRESSURE MAINLINE (45'S, 90'S, TEES, ETC.) AND AT ALL TERMINAL POINTS. 1 2 3 4 5 6 1.INSERT WIRES THROUGH HOLS IN BASE OF BODY. 2.STRIP WIRES APPROXIMATELY 5/8" FROM END AND TWIST TOGEATHER. 3.PUT CRIMP SLEEVE ON TWISTED WIRES AND USE INDENT-TYPE CRIMPING TOOL TO SECURE. TRIM EXCESS BARE WIRE. 4.PLUG PRE-FILLED WITH ATERPROOF SEALANT. 5.INVERT BODY AND INSERT PLUG INTO BODY UNTIL IT SNAPS TIGHT. 6.PUSH WIRES ALL THE WAY INTO PLUG TO COMPLETELY SEAL THE CRIMP SLEEVE. NOTES: USE SPEARS #DS-400 DRI-SPLICE WIRE CONNECTOR KIT. MAKE ALL WATERPROOF WIRE CONNECTIONS PER THE MANUFACTURER'S DIRECTION. WATERPROOF WIRE CONNECTOR 1 2 3 4 5 6 ET / RAIN SENSOR - WIRELESS LEGEND: 1.CLIMATE LOGIC™ WEATHER SENSOR MOUNTED OUTDOORS ON FLAT SURFACE USING SCREWS. 2.CLIMATE LOGIC™ WEATHER SENSOR MOUNTED ON A RAIN GUTTER USING QUICKCLIP™ GUTTER MOUNT. 3.CLIMATE LOGIC™ RECEIVER MODULE MOUNTED INDOORS NEAR THE COMPATIBLE CONTROLLER. MOUNT WITH SCREWS AT EYE LEVEL OR IF IN A SECURE AREA, MOUNT ON HOOK AND LOOP TYPE STRIPS FOR DISMOUNTING AND HANDHELD PROGRAMMING UTILIZING THE SLACK IN THE CORD. 4.SINGLE CONNECTION CORD PLUGGED INTO CONTROLLERS REMOTE PORT. 5.AUTOMATIC SPRINKLER CONTROLLER 6.FINISH SURFACE OF INTERIOR SPACE WHERE CONTROLLER IS LOCATED. 7.PVC SCHEDULE 40 CONTROL WIRE CONDUIT (SIZE AS REQUIRED). 8.PVC SWEEP ELL (PROTECTING LOW VOLTAGE CONTROL WIRES TO THE ELECTRIC VALVES). Irritrol CLIMATE LOGIC69F40% 1:15aMENU No Rain-Irrigation11/16 CL-M1 SMART RXENABLED %AS REQ'DNOTES: INSTALL, MOUNT, AND WIRE THE CLIMATE LOGIC SENSOR AND RECEIVER PER THE MANUFACTURER'S DIRECTIONS. B.FINAL CLIMATE LOGIC SENSOR LOCATION TO BE DETERMINED IN THE FIELD AND APPROVED BY THE OWNER. C.FINAL CLIMATE LOGIC SENSOR LOCATION SHALL BE IN A LOW VISIBILITY AREA. D.FOR MOST ACCURATE SENSING, LOCATE THE SENSOR SO THAT IT IS EXPOSED TO SUN AS MUCH AS POSSIBLE. REFER TO THE OWNER'S GUIDE FOR FURTHER MOUNTING LOCATION DIRECTIONS. 1 2 3 4 6 5 7 8 SLEEVING 12" MIN. 24" MIN. 1.HARDSCAPE, SEE CONSTRUCTION PLAN 2.CLEAN SAND BACKFILL COMPACT TO MATCH DENSITY OF NATIVE SOIL 3.LATERAL LINE IN SCH 40 PVC SLEEVE 4. PRESSURE MAINLINE IN SCH 40 PVC SLEEVE 5.CONTROL WIRES IN SCH 40 PVC SLEEVE 6.UNDISTURBED NATIVE SOIL. NOTES: SIZE ALL SLEEVES PER THE IRRIGATION PLAN. EXTEND SLEEVE MINIMUM 12" BEYOND EDGE OF HARDSCAPE. 1 2 3 4 5 6 1.AUTOMATIC CONTROLLER PER LEGEND - MOUNT TO WALL PER MANUFACTURER'S DIRECTIONS DIRECTIONS. 2.ELECTRICAL JUNCTION BOX FOR 115V AC POWER CONNECTION 3.12" CONDUIT WITH 115V AC POWER WIRES TO POWER SOURCE 4. SCH 40 PVC CONDUIT FOR CONTROL WIRES 5. SECURE ALL CONDUITS TO WALL WITH "C" CLAMP IN A MINIMUM OF TWO PLACES (TYP) 6.FINISH GRADE. 7.WALL. WALL MOUNTED IRRIGATION CONTROLLER FRONT VIEW SIDE VIEW 1 2 3 4 5 6 7 WALL 24"18"4'-6"1 2 3 4 5 6 7 8 910±18" ATMOSPHERIC BACKFLOW / VALVE 6. UV RADIATION RESISTANT (1 OF 2) 2. WATER PROOF CONNECTION 1. ID TAG WIRE, COILED 3. 30-INCH LINEAR LENGTH 7. UV RADIATION RESISTANT 4. REMOTE CONTROL VALVE: 10. PVC LATERAL PIPE (1 OF 2) 9. PVC SCH 40 ELL (1 OF 2) 5. INSTALL 6-INCH MIN. ABOVE PVC SCH 40 PIPE (1 OF 2) (1 OF 2) 8. FINISH GRADE / TOP OF MULCH PVC SCH 40 MALE ADAPTER HIGHEST POINT OF DISCHARGE 11. PVC SCH 40 MAIN LINE TO WATER SOARCE11 LANDSCAPE ARCHITECTURAL PLANS FORGREG AND CAROLYN CREED 319 VIA LIDO SOUD • NEWPORT BEACH, CA 92660Mattew PH. (614) 372-5756 614-404-6645Managed by Matthew - manderson@advocuspw.comDATE: DRAWN BY:D.P. 12-10-21 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.SHEET NO. OF - 8 L-D A V I D A. P E D E R S E N • INC.3400 IRVINE AVE., SUITE 203NEWPORT BEACH, CA 92660TEL. (949) 251-8999L A N D S C A P E A R C H I T E C T U R EPA2022-014 NORTH SCALE: 3/16" = 1'-0" SPA DN UP POWDER FOYER MEDIA ROOM POOL BATH GREAT ROOM DINING KITCHEN PANTRY ELEV. DOCK VIA LIDO SOUDW.M.POOL EQUIP. SYMBOL QUANTITY CAM-YUL 11 CRA-UND 3 ELA-DEC 1 HEU-SAN 12 IMP-SPE 14 RAP-MIN 0 ROS-ALT 4 SOL-JAS 4 AJU-REP AJUGA REPTANS ATRO BRONZE AJUGA 6"0.C.LOW GROWING GROUND COVER WITH BRONZE LEAVES AND BLUE FLOWER SPIKES TO 6”. GROUND COVER SYMBOL BOTANICAL NAME COMMON NAME SPACING DESCRIPTION CRA-UND CRASSULA UNDULATIFOLIA 'BLUE WAVE'BLUE WAVE RIPPLE JADE FIVE GAL.COMPACT DENSE SMALL SUCCULENT TO 2FT. W/ TWISTED BLUISH GREY LEAVES. SYMBOL BOTANICAL NAME COMMON NAME SIZE DESCRIPTION SHRUBS SOL-JAS SOLANUM JASMINOIDES POTATO VINE / JASMINE NIGHTSHADE FIVE GAL.EVERGREEN TWINING VINE W/ PERPETUAL BLOOM OF STAR SHAPED WHITE FLOWERS. (DEER RESISTANT) IMP-SPE IMPATIENSE ONE GAL.ASSORTED COLORS, EVERGREEN PERENNIAL TO 30”, COLOR ALL YEAR.IMPATIENSE SPECIES HEU-SAN HEUCHERA SANGUINEA 'FIREFLY'FIREFLY CORAL BELLS ONE GAL.PERENNIAL TO 12" W/ SCARLET RED BELL-LIKE FLOWERS ON COMPACT CLUMPING PLANT. CAM-YUL CAMELLIA SASANGUA YULETIDE SASANQUA CAMELLIA 15 GAL.DEEP ROSE-PINK FLOWER ON COMPACT, UPRIGHT SHRUB TO 3’ ROS-ALT ROSA 'ALTISSIMO'RED CLIMBER FIVE GAL.PROFUSE LARGE SINGLE BRIGHT RED BLOOMING CLIMBING ROSE TO 10 FT. (TIE TO WALL) RAP-MIN RAPHIOLEPIS UMBELLATUS ‘MINOR’DWARF YEDDA HAWTHORNE 15 GAL.SLOW GROWING COMPACT UPRIGHT SHRUB TO 4 FT. W/ WHITE FLOWER CLUSTERS. ELA-DEC ELAEOCARPUS DECIPIENS 'MONPROUD'LITTLE EMPEROR JAPANESE BLUEBERRY 30 GAL.UPRIGHT EVERGREEN SHUB TO 8 FT. WITH GLOSSY GREEN FOLIAGE THAT TURNS BRIGHT RED BEFORE DROPPING. TREE PLANTING DETAIL TWICE ROOT BALL WIDTH 18" MIN.1. CLINCH TIE OR EQUAL (4 REQ'D) 2. 10' LODGE POLE STAKES, STAKE SHALL CLEAR ROOT BALL BY 2" TREATED W/ COPPER NAPTHANATE, PLACE AT RIGHT ANGLES TO PREVAILING WINDS. 3. VENTILATED TRUNK GUARD IN TURF AREAS 4. TOP OF ROOT BALL TO BE 1 1/2" ABOVE FINISH GRADE. 5. 4" HIGH WATERING BERM. 6. 2" THICK MULCH LAYER. PER SPEC. 7. FERTILIZER & MYCORRHIZAE TABS (SEE SPECS.) 8. ROUGHEN SURFACE OF ROOT BALL PRIOR TO PLANTING. 1 2 3 4 5 6 7 8 NOTE: ALL TREES PLANTED WITHIN FIVE FEET OF HARDSCAPE SHALL HAVE A ROOT BARRIER DEVICE INSTALLED ADJACENT TO HARDSCAPE AREA. 2 X BALL DIA. SHRUB PLANTING DETAIL NOTE: UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL WITH WATER FROM HOSE. DO NOT CRACK ROOT BALL.. 1 2 3 4 5 6 7 1. CROWN OF PLANT TO BE 1" ABOVE FINISH GRADE 2. 4" HIGH TEMPORARY BASIN. 3. 2" THICK SHREDDED MULCH DO NOT USE BARK CHIPS WHERE PLAN CALLS FOR MULCH COVER. 4. FERTILIZER AND MYCORRHIZAE TABS (SEE SPECS.) 5. BACKFILL MIX (SEE SPECS.) 6. DIG HOLE A MIN. OF 1 1/2 X THE DEPTH OF THE PLANT CONTAINER 7. COMPACTED BACKFILL PER SPEC. E L E V A T I O N LEGEND 1. WALL OR FENCE 2.EYEBOLTS: 3/8" DIA. EYEBOLTS IN LEAD SHIELDS, PROVIDE 6. 3. FINISH GRADE 4. 12 GA. GALV. WIRE: SECURE VINE TO WIRE WITH NURSERYMAN'S TAPE. 5. ANGLE TRUNK OF VINE BACK TO WALL AND REMOVE STAKE & TIE. NOTE: WHEN PLANTING SEVERAL VINES ON ONE WALL, WIRE TRELLIS SHALL BE CONTINUOUS. VINE DETAIL NON-ADHERING TYPE24" TYP.1 2 3 4 5 EDGE OF PLANTING 2/3 O.C. SPACING EQUAL EQUALSPACING O.C.NOTE: ALL MASS PLANTED SHRUBS AND GROUND COVER SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. MULCH ALL PLANTING AREAS PER SPEC. GROUND COVER AND SHRUB SPACING I I I I I I I I I I I I I I HHH HH H 7PLANTING PLANCY HHH HHH E CY CY CY CY CYSOL-JASAJU-REPIMP-SPE CAM-YUL ROS-ALT HEU-SAN HEU-SAN ROS-ALT CRA-UND ELA-DEC CAM-YUL IMP-SPE ROS-ALT HEU-SAN CY CY CY CY CY CAM-YUL LANDSCAPE ARCHITECTURAL PLANS FORGREG AND CAROLYN CREED 319 VIA LIDO SOUD • NEWPORT BEACH, CA 92660Mattew PH. (614) 372-5756 614-404-6645Managed by Matthew - manderson@advocuspw.comDATE: DRAWN BY:D.P. 12-10-21 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.SHEET NO. OF - 8 L-D A V I D A. P E D E R S E N • INC.3400 IRVINE AVE., SUITE 203NEWPORT BEACH, CA 92660TEL. (949) 251-8999L A N D S C A P E A R C H I T E C T U R EPA2022-014 IRRIGATIONANDPLANTINGSPECIFICATIONS8 PLANTING SPECIFICATIONS SCOPE OF WORK PROVIDE ALL LABOR, EQUIPMENT, MATERIAL, AND SERVICES NECESSARY TO COMPLETE THE FINISH GRADING, SOIL PREPARATION, PLANTING, AND MAINTENANCE AS SPECIFIED. A. GENERAL WORK PROCEDURES WORK PROCEDURES SHALL FOLLOW BEST CUSTOMARY PRACTICE. 1. ALL MATERIALS SHALL BE BEST AVAILABLE. DO NOT BEGIN SOIL PREPARATION AND PLANTING UNTIL IRRIGATION WORK AROUND PLANTING AREA IS COMPLETE AND TESTED. 2. PREMOISTEN - SPECIAL CARE SHALL BE TAKEN TO PREMOISTEN THE SURFACE 8" OF ALL PLANTING AREAS AND INSURE THAT PLANTS ARE PREVENTED FROM DRYING DURING PLANTING OPERATIONS. 3. WEEDING, BEFORE AND DURING PRELIMINARY GRADING AND FINISH GRADING. ALL WEEDS AND STOLONIFEROUS GRASSES, NUT GRASS AND JOHNSON GRASS, SHALL BE CHEMICALLY ERADICATED OR DUG OUT BY THE ROOTS AND DISPOSED OF OFF SITE. 4. PREMISES SHALL BE KEPT CLEAN AND MAINTAINED FREE OF CONSTRUCTION LITTER, ALL EMPTY CONTAINERS, EMPTY BAGS AND DEBRIS SHALL BE REMOVED FROM THE SITE UPON COMPLETION OF EACH DAYS WORK. ALL WALKS OR PAVEMENTS SHALL BE SWEPT OR WASHED CLEAN DAILY. B. MATERIALS 1. ORGANIC AMENDMENTS - ORGANIC AMENDMENTS SHALL BE DECOMPOSED NITROGEN STABILIZED COMPOSTED RED WOOD SHAVINGS CULTIVATED INTO TOP 8" OF ALL PLANTING AREAS. 2. HUMATE -PLUS GRANULAR SOIL CONDITIONER BY "TRI-C". 3. COMMERCIAL FERTILIZER - COMMERCIAL FERTILIZER SHALL BE AGRIFORM 18-18-6 COATED PELLETS OR EQUAL 4. SOIL SULFUR - SOIL SULFUR SHALL BE AGRICULTURAL GRADE. 5. POLYMER - POLYMER SHALL BE A SYNTHETIC ACRYLAMID CO-POLYMERS FORMATION AS MANUFACTURED BY TERRA SORB. 6. MULCH - MULCH SHALL BE A SHREDDED BARK MATERIAL AS PRODUCED BY KELLOGG'S "XERIMULCH". 7. PLANTING TABLETS - PLANTING TABLETS SHALL BE 21 GRAM AGRIFORM BLUE CHIP PLANTING TABLETS. 8. PLANTS - ALL PLANTS SHALL BE HEALTHY, OF NORMAL GROWTH, WELL ROOTED, FREE FROM DISEASE, INSECTS, INSECT EGGS AND LARVAE. THE ROOTS SHALL SHOW NO EVIDENCE OF HAVING BEEN RESTRICTED, DEFORMED OR OR BOUND AT ANY TIME. VARIETIES AND SIZE OF PLANTS SHALL BE AS STATED ON THE PLAN. PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL OR REJECTION BY THE OWNER OR HIS REPRESENTATIVE ON THE SITE AT ANY TIME BEFORE OR DURING PROGRESS OF PLANTS SHALL BE REMOVED FROM THE SITE IMMEDIATELY. SPECIAL CARE SHALL BE TAKEN TO INSURE THAT PLANTS IN CONTAINERS ARE ADEQUATELY WATERED. 9. PLANTING MIX - ALL SOIL BACKFILL IMPUTS FOR TREES, SHRUBS, VINES, UNLESS OTHERWISE NOTED, SHALL BE PREPARED SOIL CONSISTING OF 40% NITROLIZED ORGANIC AMENDMENTS AND 60% SUITABLE EXISTING SOIL. PLUS POLYMERS PER THE FOLLOWING AMOUNTS. MYCORRHIZAE SPECIFICATIONS. CONTRACTOR SHALL APPLY TRY-C' ENDO 120 ARBUSCULAR MYCORRHIZAL INOCULUM AT THE FOLLOWING RATES APPLY AT 1 1/2 LBS. PER 1,000 SQ. FT. FOR ALL LANDSCAPE AREAS TILL INTO SOIL W/ AMENDMENTS. (SEE SPECS) FOR BACKFILLED BEDS APPLY AT 5 LBS. PER CUBIC YARD OF MIX. CONTRACTOR SHALL ALSO APPLY 'TRY-C' MYCO PACS PLACE INDIVIDUAL PACKETS ADJACENT TO ALL SHRUB ROOT BALLS AT THE FOLLOWING RATES. 1 GAL = 1 PACK 5 GAL. = 3 PACKS 15 GAL. = 8 PACKS CONTACT TRY-C 1-800-927-3311 FOR SUPPLIERS. C. INSTALLATION. 1. SOIL CONDITIONING (NON SLOPE AREAS) THE FOLLOWING APPLICATION SHALL BE MADE PER 1,000 SQUARE FEET OF AREA AND SHALL BE THOROUGHLY CULTIVATED INTO THE TOP 8 INCHES OF PREMOISTENED SOIL: 4 CUBIC YARDS ORGANIC AMENDMENT 20 POUND COMMERCIAL FERTILIZER 100 LBS TRI-C HUMATE PLUS GRANULAR SOIL CONDITIONER (AREAS WITH SLOPES GREATER THAN A 3:1 RATIO ARE EXEMPT. 2. TREE AND SHRUB PLANTING a) EXCAVATE PITS WITH VERTICAL SIDES FOR ALL PLANTS, SHRUBS, AND TREES. PITS SHALL BE 1-1/2 TIMES THE DEPTH OF BALLS, AND TWICE THEIR WIDTH. b) TERRA SORB AG POLYMER SHALL BE ADDED TO PLANT BACKFILL PER THE FOLLOWING: 1 TABLE SPOON PER 1 GALLON PLANT 3 TABLE SPOON 5 GALLON PLANT 4 TABLE SPOON 15 GALLON PLANT 2 TABLE SPOON 1/2" CALIPER OF TREE TRUNK FOR SPECIMEN PLANTS LARGER THAN 15 GALLONS. UNUSED EXCAVATED SOIL SHALL BE DISPOSED OF OFF THE THE SITE. SIZE OF CONTAINER NUMBER OF TABLETS WEIGHT GRAMS 1 GALLON 1 21 5 GALLON 2 42 15 GALLON 6 126 BOXED CONTAINER 10 210 d) PLANTING HEIGHT OF SHRUBS AND TREE CROWNS TO BE 1 INCH ABOVE FINISH GRADE UNLESS NOTED OTHERWISE ON PLAN. e) COMPACT SOIL AT BOTTOM OF PIT AND TRAMP FIRMLY. FILL SOIL AROUND BALL OF PLANT USING BACKFILL AS SPECIFIED AND WATER THOROUGHLY f) IMMEDIATELY AFTER PLANTING, STAKE ALL TREES TO PREVENT DAMAGE FROM WIND AS DETAILED. g) GRADE AREAS AROUND PLANTS, TO FINISH GRADE AND DISPOSE OF EXCESS SOIL. h) WATER - IMMEDIATELY AFTER PLANTING, WATER SHALL BE APPLIED TO EACH TREE AND SHRUB, IN SUCH A MANNER AS NOT TO DISTURB BACKFILL OR MULCH, AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. (SEE PLANTING DETAILS FOR VARIATIONS FROM ABOVE.) 3. GROUND COVER AREAS PLANTING PITS FOR GROUND COVERS SHALL BE 4" X 4", OR ADEQUATE TO ACCEPT MATERIAL FROM FLATS WITHOUT CRUSHING OR DEFORMING THE ROOT BALL. PLANT AT SPACINGS AND IN AREAS INDICATED ON THE DRAWINGS. SOIL SHALL BE FIRMLY PRESSED AROUND EACH PLANT, AND THE EXCESS SOIL REMOVED FROM THE CROWN. EACH SECTION OF GROUND COVER SHALL BE IMMEDIATELY WATERED UPON COMPLETION OF PLANTING, OR WITHIN ONE HOUR. 4. MULCHING OF SHRUB AREAS CONTRACTOR SHALL APPLY A MINIMUM OF TWO INCHES OF KELLOGG’S “XERIMULCH” TO ALL GROUND COVER AND SHRUB PLANTING AREAS AFTER COMPLETION OF ALL PLANT INSTALLATION (ONE CUBIC YARD COVERS 162 SQ. FT. AT TWO INCH DEEP.) AREAS LESS THAN ONE INCH DEEP AFTER SETTLEMENT FOR ONE WEEK SHALL BE REMULCHED TO ACHIEVE THE REQUIRED 1" DEPTH. 5. MAINTENANCE AND GUARANTEE (OPTIONAL - 60 DAYS AS SEPARATE BID ITEM) ALL PLANTING SHALL BE MAINTAINED (BY CULTIVATING, MOWING, WEEDING, WATERING, FEEDING, SPRAYING AND PRUNING) FOR 60 DAYS AFTER COMPLETION AND ACCEPTANCE OF ALL PLANTING. ALL SHRUBS AND TREES NOT LIVING AFTER 60 DAY MAINTENANCE SHALL BE REPLACED. A FINAL INSPECTION SHALL BE MADE BY THE OWNER OR HIS OR HER REPRESENTATIVE TO VERIFY THE FOLLOWING: HEALTHY, PEST FREE PLANT MATERIALS, VIABLE WEED FREE GROUND COVER AREAS, STAKING OF TREES, ETC. IRRIGATION NOTES: 1.GENERAL - ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND THESE PLANS. THE CONTRACTOR SHALL APPLY FOR ALL PERMITS AND PAY SAME. 1.A. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK UNDER THIS CONTRACT. 1.B. THE CONTRACTOR SHALL CARRY ALL WORKERS COMPENSATION,PUBLIC LIABILITY AND PROPER DAMAGE INSURANCE, AS REQUIRED BY THE OWNER AND / OR GOVERNING AGENCY. 2.SCOPE OF WORK - UNLESS OTHERWISE SPECIFIED, THE CONSTRUCTION OF IRRIGATION SYSTEMS SHALL INCLUDE THE FURNISHINGS, INSTALLING AND TESTING OF ALL POINTS OF CONNECTION, BACKFLOW DEVICES AND MAINLINE; AND THE FURNISHING AND INSTALLING OF CONTROLLERS, ELECTRIC CONTROL VALVES, OTHER SPECIFIED VALVES, LATERAL LINES, RISERS AND FITTINGS, SPRINKLER HEADS, AND DRIP LINES; AND EXCAVATION AND BACKFILL AND ALL OTHER WORK IN ACCORDANCE WITH THESE PLANS, DETAILS, AND NOTES. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL EQUIPMENT PROPERTY, TRANSPORTATION, AND PERFORM ALL OPERATIONS REQUIRED FOR A COMPLETE AND OPERABLE IRRIGATION SYSTEM AS INDICATED ON OR REASONABLY IMPLIED BY THE DRAWINGS, DETAIL AND NOTES. INCLUDED AS A PART OF THE IRRIGATION WORK BUT NOT LIMITED BY IT ARE THE FOLLOWING: 2.A. INSTALL COMPLETE OPERABLE INDEPENDENT IRRIGATION SYSTEMS PER THE PLANS, DETAILS, LEGENDS, AND NOTES. 2.B. ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED TRENCHES BELOW GRADE FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. 3.CHECK AND VERIFY ALL SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO ANY SITE WORK. IF IT IS FOUND THAT THE SITE VARIES FROM DRAWINGS, NOTIFY THE LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT SHALL DECIDE ALL QUESTIONS RELATING TO THE INTERPRETATION OF THE DRAWINGS AND THE ACCEPTABLE FULFILLMENT OF THE CONTRACT. 4.COORDINATE ALL IRRIGATION WORK WITH PLANTING AND GRADING OPERATIONS TO AVOID ANY CONFLICT WITH PLANTINGS PITS, DRAINAGE SWALES, ETC. 5.PIPING SHOWN ON THE PLANS IS ESSENTIALLY DIAGRAMMATIC. CONTRACTOR SHALL ROUT PIPING TO AVOID CONFLICT WITH STATIONARY ELEMENTS AND IN SUCH A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS AND DESIGN INTENT OF THESE PLANS. WHERE TREES, LIGHT STANDARDS, OR OTHER PHYSICAL OBSTRUCTIONS EXIST, THE PIPING AND SPRINKLER HEAD LOCATIONS SHALL BE ADJUSTED AND / OR RELOCATED AS NECESSARY TO OBTAIN FULL COVERAGE WITH MINIMAL OVER SPRAY. 6.THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER AND / OR GOVERNING AGENCY. 7.EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES AND BE RESPONSIBLE FOR ANY DAMAGE. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT A MINIMUM OF TWO WORKING DAYS PRIOR TO DIGGING. 8.THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO HIS WORK. 9.THE IRRIGATION DESIGN IS BASED ON THE METER AND OR POINT OF CONNECTION SIZE AND WATER PRESSURE INDICATED ON THE WATER SOURCE / POINT OF CONNECTIONS NOTE ON THE PLANS. CONTRACTOR SHALL VERIFY THE PRESSURE PRIOR TO CONSTRUCTION. SHOULD A DISCREPANCY EXIST, NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. DO NOT PROCEED WITH ANY IRRIGATION INSTALLATION WORK UNTIL ANY AND ALL WATER SUPPLY AND PRESSURE ISSUES HAVE BEEN RESOLVED. 10.CONTRACTOR SHALL MAKE POINT OF CONNECTION (P.O.C.) AS NOTED ON THE PLANS. ALL FEES AND LOCAL REQUIREMENTS SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 11.IRRIGATION CONTRACTOR SHALL COORDINATE 120V AC POWER TO FINAL CONTROLLER LOCATION WITH GENERAL CONTRACTOR AND OR ELECTRICAL CONTRACTOR AS NECESSARY. IRRIGATION CONTRACTOR SHALL PAY ALL ASSOCIATED FEES FOR ELECTRICAL SERVICE. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL FINAL CONTROLLER CONNECTIONS PER LOCAL CODES. 12.CONTRACTOR SHALL PROVIDE ALL EQUIPMENT REQUIRED TO PERFORM A MAINLINE PRESSURE TEST. THE HYDROSTATIC TEST SHALL HOLD A MINIMUM OF 150 PSI FOR 3 HRS OR MORE. CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE A MINIMUM OF 48 HOURS IN ADVANCE O THE TEST FOR CERTIFICATION. 13.CONTRACTOR SHALL THOROUGHLY FLUSH THE ENTIRE MAINLINE PRIOR TO INSTALLING REMOTE CONTROL VALVES. ALL LATERAL LINES SHALL BE COMPLETELY FLUSHED PRIOR TO INSTALLING HEADS AND NOZZLES. FOR DRIP SYSTEMS, ALL PIPING / TUBING DOWNSTREAM OF THE CONTROL VALVE SHALL BE THOROUGHLY FLUSHED PRIOR TO 'CLOSING' SYSTEM (FOR GRIND SYSTEMS), OR BEFORE INSTALLING FLUSH VALVES. 14.ALL WIRES SHALL BE SOLID COOPER, PLASTIC INSULATED, U.F. DIRECT BURIAL WIRE. ALL COMMON WIRE SHALL BE #14 WHITE; ALL CONTROL WIRES SHALL BE AWG #14 RED OR BLACK. CONTROLLERS SHALL HAVE SEPARATE COLOR CODED COMMON WIRES AND CONTROL WIRES WHEN TWO OR MORE CONTROLLERS ARE ON THE PROJECT. 15.ALL CONTROL WIRES AND IRRIGATION PIPING THAT RUNS UNDER HARDSCAPE / PAVING SHALL BE ENCASED IN PVC SLEEVES PER THE LEGEND. SLEEVES SHALL BE SIZED ACCORDING TO THE SLEEVING CHART ON THE PLANS. SLEEVES SHALL BE STRAIGHT RUNS OF PVC PIPE WITH NO FITTINGS INSTALLED UNDER HARDSCAPE AREAS. IF WIDTH OF HARDSCAPE EXCEEDS A FULL LENGTH OF PIPE , USE BELLED END CONNECTION OR COUPLER WITHIN SLEEVE. ENSURING SLEEVE IS LARGE ENOUGH FOR THE ADDED DIAMETER OF THE CONNECTION. 16.THE FINAL LOCATION FOR CONTROL VALVES AND QUICK COUPLERS SHALL BE APPROVED IN THE FIELD BY THE LANDSCAPE ARCHITECT OR THE OWNER'S AUTHORIZED REPRESENTATIVE. ALL VALVES AND QUICK COUPLERS SHALL BE LOCATED IN SHRUB AREAS WHEREVER POSSIBLE. 17.THE CONTRACTOR SHALL HEAT BRAND VALVE NUMBERS OR OTHER MARKINGS AS CALLED FOR IN THE IRRIGATION DETAILS ON OUTSIDE OF ALL VALVE BOX LIDS. 18.ALL BRASS OR GALVANIZED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE OR APPROPRIATE PIPE JOINT COMPOUND. ALL PVC TO PVC THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE. NO PIPE DOPE IS ALLOWED AT VALVE OR SPRINKLER HEAD CONNECTIONS. ANY PVC TO METAL CONNECTIONS SHALL BE MADE WITH A MALE THREADED PVC FITTING AND A FEMALE THREADED METAL FITTING. 19.ALL PVC SOLVENT-WELD CONNECTIONS SHALL BE MADE WITH SOLVENT-WELD MATERIALS AS RECOMMENDED BY THE PIPE MANUFACTURER. SOLVENT-WELD PRIMER SHALL BE APPLIED AT ALL CONNECTIONS. 20.LOW HEAD DRAINAGE WILL NOT BE ALLOWED. CONTRACTOR TO DETERMINE IN THE FIELD WHICH HEADS DRAIN AFTER THE VALVE IS SHUT OFF. CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL IN-LINE CHECK VALVES AS NEEDED AT NO ADDITIONAL COST TO THE OWNER. 21.ALL PRESSURE SUPPLY LINES AND CONTROL WIRES TO HAVE 18" - 24" MINIMUM COVER. ALL LATERAL LINES TO HAVE 12" MINIMUM COVER. FOR RECYCLED WATER SYSTEMS, PIPE DEPTH TO BE DETERMINED BY THE LOCAL GOVERNING AGENCY. 22.MAINLINE AND WIRE SLEEVING TO HAVE A MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. MAIN LINE AND WIRE SLEEVING UNDER ALL VEHICULAR ACCESS WAYS TO HAVE 36" MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. LATERAL LINE SLEEVING TO HAVE 12" MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. LATERAL LINE SLEEVING UNDER ALL VEHICULAR ACCESS WAYS TO BE 36" MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. CONTRACTOR SHALL INSTALL SLEEVING UNDER ALL HARDSCAPE 36" WIDE OR GREATER DUE TO GRAPHIC CLARITY. NOT ALL SLEEVES MAY BE SHOWN ON PLANS. CONTRACTOR SHALL INSTALL ALL SLEEVING PRIOR TO HARDSCAPE AND PAVING INSTALLATION. 23.THE RADIUS OF EACH HEAD IS TO BE ADJUSTED SO THAT HEAD-TO-HEAD COVERAGE IS MAINTAINED, BUT OVER SPRAY ON BUILDINGS, WALKS, WALLS, AND OTHER HARD SURFACES IS MINIMIZED. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO USING THE BEST NOZZLE RADIUS AND PATTERN, USING PRESSURE COMPENSATING DEVICES FOR NOZZLES, USING ADJUSTABLE NOZZLES, OR USING THE RADIUS ADJUST SCREW ON INDIVIDUAL NOZZLES. 24.FINE TUNE EACH CONTROL VALVE FOR OPTIMUM OPERATION. THIS SHALL BE DONE BY TURNING DOWN THE FLOW CONTROL OF THE VALVE UNTIL SYSTEM PERFORMANCE STARTS TO SUFFER. AT THAT POINT OPEN UP VALVE FLOW CONTROL ABOUT ONE-HALF TURN OR UNTIL THE VALVE IS JUST OPEN ENOUGH FOR DESIRED OPERATION. 25.CONTRACTOR SHALL INSTALL 2 EXTRA WIRES FROM CONTROLLER TO EACH END OF THE MAINLINE. WIRES SHALL COME UP INTO ALL VALVE BOXES ALONG THE MAINLINE PATH WITH 36" EXPANSION COILS IN EACH BOX. SPARE WIRES SHALL BE COLOR-CODED DIFFERENTLY THAN OTHER CONTROL WIRES. 26.UPON COMPLETION OF THE PROJECT, THE CONTRACTOR IS TO TURN OVER TO THE OWNER THE FOLLOWING: a.A REPRODUCIBLE SET OF "AS-BUILT" DRAWINGS AND CONTROLLER CHART. b.2 KEYS FOR EACH CONTROLLER AND ENCLOSURE (IF APPLICABLE). c.2 QUICK COUPLER KEYS AND MATCHING HOSE SWIVELS. (IF QUICK COUPLERS ARE SPEC). 27.RECORD DRAWINGS - THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE RECORD SET OF PRINTS WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. PRIOR TO FINAL INSPECTING, THE CONTRACTOR SHALL TRANSCRIBE ALL INFORMATION FROM THE RECORD SET TO A BLACK-LINE PRINT PROCURED FROM THE OWNER. ALL WORK SHALL BE NEAT AND LEGIBLE, LOCATION THE FOLLOWING ITEMS FROM PERMANENT POINTS OF REFERENCE: SHUT-OFF VALVES, CONTROLLER, QUICK COUPLING VALVES, OR HOSE BIBS AND OTHER PERMANENT UNDERGROUND ITEMS. 28."CONTROLLER CHART" - UPON APPROVAL OF THE FINAL RECORD DRAWINGS, PROVIDE ONE CHART FOR EACH CONTROLLER INSTALLED. THE CHART IS TO BE A REDUCED COPY OF THE APPROVED RECORD DRAWING (A BLACK-LINE PRINT REDUCED TO THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW, COLORED WITH A DIFFERENT COLOR FOR EACH VALVE STATION'S AREA OF COVERAGE). WHEN COMPLETED AND APPROVED, THE CHART SHALL BE LAMINATED BETWEEN TWO PIECES OF 20 MIL. CLEAR PLASTIC AND MOUNTED ON THE INSIDE OF THE CONTROLLER DOOR USING VELCRO TAPE OR EQUAL. 29.DRIP LINE IRRIGATION 29.A. DRIP LINE TUBING IS SHOWN ON PLANS IN THE SUGGESTED LAYOUT. CONTRACTOR SHALL ADJUST LAYOUT AS DETERMINED NECESSARY IN THE FIELD TO MATCH THE ACTUAL SITE CONDITIONS, DIMENSIONS, ETC. 29.B.ALL DRIP LINE SYSTEMS SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS AND DIRECTIONS. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO SOIL TYPE CONSIDERATIONS, PLANT TYPE CONSIDERATIONS, SLOPES, TYPICAL TUBING LAYOUT, SUPPLY HEADERS, FLUSH HEADERS, AIR-RELEASE VALVES, FLUSH VALVES, SOIL STAPLES, AND OPERATION INDICATORS, ETC. 29.C EACH DRIP LINE SYSTEM SHALL HAVE A DRIP ZONE VALVE ASSEMBLY THAT INCLUDES A PRESSURE REGULATOR AND IN-LINE FILTER PER THE IRRIGATION LEGEND. 29.D.EXTEND PVC LATERAL LINE PIPING PER IRRIGATION LEGEND FROM THE DRIP ZONE VALVE INTO THE PLANTING AREAS. ALL SUPPLY HEADERS AND FLUSH HEADERS SHALL BE PVC PIPING OR DRIP LINE TUBING AS SPECIFIED ON THE DRAWINGS. 29.E.CONNECT THE DRIP LINE TUBING INTO THE PVC / POLY TUBING HEADERS PER THE MANUFACTURER'S DIRECTIONS, USING FITTINGS AS SUPPLIED BY THE MANUFACTURER OF THE DRIP LINE TUBING. 29.F.DRIP LINE TUBING RUNS SHALL BE SPACED AT APPROXIMATELY 12" O.C. OR AS NOTED ON THE PLANS. 29.G.TUBING SHALL RUN GENERALLY PARALLEL TO THE LONG AXIS OF THE PLANTING AREAS. THE EXCEPTION TO THIS WOULD BE SLOPED AREAS WHERE THE TUBING SHALL RUNG PARALLEL TO THE SLOPE CONTOURS. 29.H.FLUSH VALVES SHALL BE INSTALLED AT THE TERMINAL ENDS AND OR LOW POINTS OF ZONES IN ALL DIRECTIONS. AIR RELEASE VALVES, WHERE REQUIRED FOR BURIED SYSTEM, SHALL BE INSTALLED AT THE HIGH POINTS OF EACH ZONE. REFER TO THE MANUFACTURER'S DIRECTIONS FOR THE QUANTITY OF FLUSH VALVES AND AIR-RELEASE VALVES RECOMMENDED FOR EACH ZONE. 29.I.DRIP LINE TUBING SHALL BE BURIED 3"-4" BELOW FINISH GRADE, STAPLE DOWN AND COVER WITH MULCH PER THE PLANTING PLAN. 29.K.ALL FITTINGS USED FOR DRIP LINE TUBING CONNECTIONS AND DRIP LINE TUBING TO PVC CONNECTIONS SHALL BE AS PRODUCED AND SUPPLIED BY THE MANUFACTURER OF THE DRIP LINE TUBING. IRRIGATION MAINTENANCE SCHEDULE THE IRRIGATION MAINTENANCE SCHEDULE TASKS LISTED BELOW ARE INTENDED AS MINIMUM STANDARDS AND MORE FREQUENT ATTENTION MAY BE REQUIRED DEPENDING ON THE PARTICULAR SITE CONDITIONS. FREQUENCY MAINTENANCE TASK QUARTERLY CONTROLLER CABINET - OPEN CABINET AND CLEAN OUT DEBRIS AND REPLACE BATTERY AS NECESSARY. CHECK WIREING AND REPARIR AS NEEDED AND CHECK CLOCK AND RESET IF NECESSARY. MONTHLY IRRIGATION SCHEDULE - ADJUST SCHEDULE FOR SEASONAL VARIATIONS AND OTHER CONDITIONS WHICH MAY AFFECT THE AMOUNT OF WATER NEEDED TO MAINTAIN PLANT HEALTH. ADJUST AS NECESSARY. QUARTERLY P.O.C. - VISUALLY INSPECT COMPONENTS FOR LEAKS, PRESSURE SETTINGS, SETTLELMENT OR OTHER DAMAGE AFFECTING THE OPERATION OF A COMPONENT. REPAIR AS NEEDED. QUARTERLY REMOTE CONTROL VALVES, ISSOLATION VALVES AND QUICK COUPLER VALVES - VISUALLY INSPECT FOR LEAKS, SETTLEMENT, WIRE CONNECTIONS AND PRESSURE SETTINGS. REPAIR OR ADJUST AS NEEDED. QUARTERLY MAINLINE AND LATERALS - VISUALLY INSPECT FOR LEAKS OR SETTLEMENT OF TRENCHES. REPAIR AS NEEDED. WEEKLY SPRINKLERS - VISUALLY CHECK FOR ANY BROKEN, MISALIGNED OR CLOGGED HEADS, HEADS WITH INCORRECT ARC, INADEQUATE COVERAGE OR OVER-SPRAY AND LOW HEAD DRAINAGE. REPAIR AS NEEDED. MONTHLY FILTERS AND STRAINERS - VISUALLY CHECK FOR LEAKS, BROKEN FITTINGS. CLEAN AND FLUSH SCREENS.LANDSCAPE ARCHITECTURAL PLANS FORGREG AND CAROLYN CREED 319 VIA LIDO SOUD • NEWPORT BEACH, CA 92660Mattew PH. (614) 372-5756 614-404-6645Managed by Matthew - manderson@advocuspw.comDATE: DRAWN BY:D.P. 12-10-21 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.SHEET NO. OF - 8 L-D A V I D A. P E D E R S E N • INC.3400 IRVINE AVE., SUITE 203NEWPORT BEACH, CA 92660TEL. (949) 251-8999L A N D S C A P E A R C H I T E C T U R EPA2022-014 DN UP CLCL -------------------------------- Best Fit Report -------------------------------- Pt No. Point Northing Point Easting Offset to Entity Northing on Entity Easting on Entity ------------- -------------------- ------------------ ------------------ ------------------ ------------------ 0 5023.8149 4338.2923 -0.03 5023.7893 4338.2927 1 4930.6839 4386.7527 0.02 4930.6938 4386.7717 2 4824.2251 4442.2259 -0.01 4824.2205 4442.2171BASIS OF BEARINGSN27°30'00"WPER TR. NO. 907, M.M. 28/25-3690.00' HELD ON PL PROD NORTHWESTERLY 1_ 2 OF LOT 909 SOUTHEASTERLY 1_ 2 OF LOT 907 TRACT NO. 907, M.M. 28/25-36 LOT 908 NORTHWESTERLY 1_ 2 OF LOT 907 1 VIA LIDO SOUDVIA EBOLIN27°30'00"W 59.98'N62°30'00"E 90.00' N62°30'00"E 90.00'N27°30'00"W 59.98'(12.51) FFG (12.39)FS (12.49) FS (12.83) FS (12.53) AD (12.79) FS (12.52) AD (12.80)FS (12.77) FS (13.14) FF (12.71) FS (12.66) FS (13.07) FF (12.68) FS (37.17) CHIMNEY TO (12.37) AD (12.76) FS (33.92) RIDGE (12.64) FS (12.65) FS (39.46) CHIMNEY TOP (36.52) RIDGE (13.09) FS (13.07) FS (12.92) FS (12.52) FS (12.57) FS (12.60) FFG (12.49)FS(12.56)FS (12.49) FS (12.36)FS(12.58) FS (12.84) FS (12.93) FS (12.87) FS (13.13) FF (12.90) FS (12.83) FS (12.44) NG (12.83) AD (34.12) RIDGE (12.74) AD (12.68) SMH~RIM (12.57) AC (12.61) AC (12.73) AC (12.77) AC (12.58) AD (12.61) FS(12.77)FS (12.55)AD(12.67) FS (13.01) FS (34.22) RIDGE (12.83) FS (13.24) FF (37.42) CHIMNEY TOP (12.72) NG (12.88)AD (12.86)FS (12.72) AD (18.92)TWS (18.65)TW (18.86)TWS (18.50)TW (12.31)TX (11.83)FL (12.31)TX (11.77)FL (12.41)TX (11.96)FL (12.49)TC (11.96)FL (12.47)TC (11.96)FL (12.19)TX(11.78)FL(12.09) BX (12.04) EG (11.90)FL (11.99)EG (11.93)EG (11.86)DO (11.85)DO (11.93)EG (12.03)BX (12.04)BX (12.45) FS (12.50) FS (12.73) FS (12.18) FS (12.56) FS (12.61) FS (12.61) FS (12.67) FS (12.70) FS (17.66) TW (12.77) FS (12.74)TS (11.94)BS (11.85)AD (11.90)FS(12.53)FS(12.53)SLIP(12.48) SLIP (10.21) BS (10.21) BS(2.50) SLIP (2.50) SLIP (10.28) SLIP (2.32) SLIP (2.31) SLIP (10.21) SLIP (13.29) FS (18.51) TW (14.93) TW (17.84)TW (12.38)FS (13.03) FS (18.61)TW (12.65)FS (36.50) TOP OF DOME (12.72) FS EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE CURB & GUTTER EVT TMH EVT TG ICVWMWM CATVSCOGM CLM CLM CLM GATE GATE GATE 8" PALM BBQ BBQ FTN POSTRAMP 8" PALM FOUND LEAD, TACK & TAG, LS4184 FOUND LEAD, TACK & TAG, LS4125 PA PA PA 3' TALL GLASS FENCE 3' TALL GLASS FENCE AC PAVEMENT DN UP ROOM TAGROOM NAME ? 1 10.00'SPOT ELEVATION KEYNOTE TAG REVISION TAG PROPERTY LINE TAG90 00' 00"20.00'N E FIREPIT -AS SELECTED TO BE LISTED AND APPROVED, VERIFY W/. OWNER –PROVIDE POWER AND GAS AS REQUIRED –INSTALL AND MAINTAIN CLEARANCES PER MFGR. AND SECTION 308 OF CFC RECESSED MAIN SERVICE PANEL -400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) –GC TO COORDINATE W/. UTILITY COMPANY A/C CONDENSER / HEAT PUMP -TO BE IN COMPLIANCE OF SECTION 307.3 OF CPC AS SELECTED, VERIFY W/. OWNER -SIZE TBD, SEE T-24 ENERGY REPORT FOR MORE INFO – PROVIDE POWER AND SOUND DAMPENING PAD AS REQ’D. –INSTALL AND MAINTAIN REQUIRED CLEARANCES PER MFGR. INSTRUCTION DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" AND INTERIOR PARTITIONS ARE DIMENSIONED FROM FACE OF STRUCTURE TO FACE OF STRUCTURE (F.O.S.) U.N.O. -CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. GENERAL NOTE: SEE SHEET A-3.0 FOR ROOF PLAN INFORMATION NOT SHOWN ON THIS SHEET (INCLUDING EAVE DETAILS AND PROJECTION DISTANCES). C.N.B. NOTES: 1. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. 2. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 3. A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND UNDERPINNING. 4. ELECTRICAL SERVICE TO BE UNDERGROUND FOR NEW CONSTRUCTION, REPLACEMENT BUILDING OR ADDITIONS TO AN EXISTING BUILDING EXCEEDING 50% OF THE GROSS FLOOR AREA OF THE EXISTING BUILDING. (NBMC 12.32.015) 5. FIELD INSPECTOR TO REVIEW AND APPROVE UNDERGROUND ELEC. SERVICE REQUIREMENT PRIOR TO CONCRETE PLACEMENT. 6. EDISON COMPANY APPROVAL IS REQUIRED FOR METER LOCATION PRIOR TO INSTALLATION. LANDSCAPE NOTES: 1. ENCROACHMENT PERMIT REQ'D. FOR ANY WORK PROPOSED IN THE PUBLIC R.O.W. 2. IF APPLICABLE, REF. PRELIMINARY LANDSCAPE PLANS, FOR ALL HARDSCAPE & PLANTING AREAS WITH RESPECTIVE HEIGHTS AND MATERIALS. POOL: 1. PROVIDE AN ALARM FOR DOORS AND WINDOWS WITH SILL HEIGHTS LESS THAN 60-INCHES ABV.F.F. OF THE DWELLING THAT FORMS A PART OF THE POOL ENCLOSURE. THE ALARM SHALL BE LISTED AS A WATER HAZARD ENTRANCE ALARM IN ACCORDANCE WITH UL 2017. THE DEACTIVATION SWITCH SHALL BE AT LEAST 60" ABOVE THE FLOOR IF THE RESIDENCE IS NOT REQUIRED TO BE ACCESSIBLE. (CBC 3109 & ISPSC 305.4) 2. SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED WITH SUCTION ANTIENTRAPMENT GRATE IN ACCORDANCE WITH ANSI/APSP-16 PER CBC 3109 SECTION (B) OF 115928. SUCTION ENTRAPMENT AVOIDANCE FOR POOL AND SPA SHALL BE PROVIDED IN ACCORDANCE WITH APSP-7 PER ISPSC SECTION 310. 3. PROVIDE POWER SAFETY COVER IN COMPLIANCE WITH ASTM F1346-91 FOR POOL & SPA (CBC 3109 SECTION (3) OF 115922 & ISPSC 305). 4. POOL ENCLOSURE FENCE SHALL BE 60-INCHES MIN. ABV. FS/NG MEASURED ON THE SIDE THAT FACES AWAY FROM SWIMMING POOL W/. MAX VERTICAL CLEARANCE OF 2-INCHES BETWEEN FS/NG AND BOTTOM OF THE FENCE/BARRIER MEASURED ON THE SIDE OF FENCE THAT FACES AWAY FROM SWIMMING POOL. OPENING, GAP, AND VOID IN ENCLOSURE FENCE OR GATE SHALL NOT ALLOW THE PASSAGE OF 4-INCHES DIAMETER SPHERE OR LARGER. OUTSIDE SURFACE (FACING AWAY FROM SWIMMING POOL) OF THE POOL ENCLOSURE INCLUDING THE GATE TO BE FREE OF PROTRUSIONS, CAVITIES, OR OTHER PHYSICAL CHARACTERISTICS THAT WOULD SERVE AS HANDHOLDS OR FOOTHOLDS WHICH COULD ENABLE A CHILD FIVE YEARS OLD OR YOUNGER TO CLIMB OVER. (CBC 3109 & ISPSC 305)S.Y.S.B.4' - 0"F.Y.S.B. 10' - 0"F.O.F.4' - 0"4' - 0 1/2"4' - 0"4' - 0 1/2"F.O.F.4' - 0"F.O.F.4' - 0"F.O.F.4' - 1 1/2"F.O.F.2' - 7"F.O.F.4' - 0"4' - 2"2' - 9"F.O.F.30' - 0 7/8"30' - 2 7/8"F.O.F. 33' - 6" F.Y.S.B. 4' - 0" F.O.F. 4' - 0" 4' - 0 1/2" F.O.F. 10' - 0" 10' - 2" F.Y.S.B. 4' - 0" F.Y.S.B. 4' - 0" F.O.F. 12' - 11 7/8" 13' - 0 3/8" 33' - 6 1/2" F.O.F. 10' - 5 1/8" 10' - 5 5/8" 16' - 6 1/2" F.O.F. 16' - 6"4' - 2"4' - 2"4' - 2"F.O.F.4' - 1 3/8"4' - 1 7/8"F.O.F. 4' - 0" 4' - 2"S.Y.S.B.4' - 0"S.Y.S.B.4' - 0"10' - 0"20' - 2 1/2"CLR.23' - 0 1/4"CLR. 20' - 1" 2-CAR GARAGE PANTRY/MUD ELEV. 1-CAR GARAGE POWDER POOL BATH MEDIA ROOM ENTRY HALL KITCHENDININGGREAT ROOM WINE RM FOYER 1 1 1 1 1 1 1 1 1 2 2 2 2 3 3 3 4 CLR. 1' - 6"CLR.3' - 0"5 555 55 6 (N.) DOCK (BY SEP. PERMIT) 7 7 8 8 8 9 9 SPA (BY SEP. PERMIT) CL. TO PL. 22' - 6" N62°30'00"E 90.00' N62°30'00"E 90.00'N27°30'00"W59.98'N27°30'00"W59.98'10 10 11 11 11 12 13 13 14 15 19.11' 16 16 16 16 16 16 16 1718 12' - 0"2' - 1"13.11' F.F. 13.11' F.F. 13.11' F.F. PT.2 -12.39 FS PT.1 -12.64 FS PT.4 -12.77 FS PT.3 -12.70 FS DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: SITE PLAN NOTESA ANNOTATION LEGENDB KEYNOTESC BRANDON ARCHITECTS 01/12/2022 ARCHITECTURAL SITE PLANCREED RESIDENCEGREG AND CAROLYN CREED 218 VIA LIDO NORD NEWPORT BEACH, CA 92663 CDP 319 VIA LIDO SOUD NEWPORT BEACH, CA 92663 A-0.0 TBD BRIAN JOWETT PROJECT NORTHTRUE NORTH 1/8" = 1'-0"1 ARCHITECTURAL SITE PLAN 1 PROPERTY LINE 2 FRONT YARD SETBACK 3 SIDE YARD SETBACK 4 RECESSED MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 5 (N.) PROPERTY LINE WALL - PLASTER FINISH TO MATCH (MAX. 6' ABV. N.G.) 6 INTERIOR STAIRS/STEPS - REF. PLANS 7 EXTERIOR GUARDRAIL - MIN. 42" HEIGHT - 4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 8 EXTERIOR GLASS HANDRAIL - 34" - 38" ABV. NOSING (36" TYP. U.N.O.), REF. DTL. 4/AD-1 9 FIREPIT - PROVIDE GAS STUB-OUT, REF. LAND. DWGS., VERIFY W/. OWNER 10 (E.) WATER METER LOCATION - (REF. SURVEY & CIVIL DWGS.) 11 CENTERLINE OF STREET 12 (E.) SEWER C.O. LOCATION - (REF. SURVEY & CIVIL DWGS.) 13 (E.) UTILITY VAULT LOCATION - (REF. SURVEY & CIVIL DWGS.) 14 (E.) TELEPHONE MANHOLE LOCATION - (REF. SURVEY & CIVIL DWGS.) 15 (E.) SEWER M.H. - (REF. SURVEY & CIVIL DWGS.) 16 FOOTPRINT OF EXISTING STRUCTURE, TO BE REMOVED 17 BBQ - VERIFY APPLIANCE W/. OWNER 18 COUNTERTOP - VERIFY APPLIANCE W/. OWNER - 42" TALL PROJECT NORTHTRUE NORTH 1/8" = 1'-0"2 GRADE PLANE EXHIBIT PT.1 -12.64 F.S. PT.2 -12.39 F.S. PT.3 -12.70 F.S. PT.4 -12.77 F.S. 50.5/4 = 12.625 NO. REVISION DATE PA2022-014 3152 SF FIRST FLOOR AREA TOTAL 234 COUNTED 117 SF COVERED OPEN SPACE 63' - 3"11' - 11"7 1/2" 39' - 10 1/2"3' - 9 3/4"26' - 2 7/8"25' - 6 7/8"1' - 5"7' - 9"2' - 7 1/2"3' - 0 3/4"18' - 0"3' - 0 3/4"2' - 7 1/2"2' - 2"9' - 6"2' - 2"2' - 0"7' - 5 3/8"39' - 11"12' - 0 1/2"6"9' - 6"3' - 0"9' - 6"3' - 9 3/4" A B C D E F G H I J K L M N A 1617.48 S.F. B 11.68 S.F. C 285.23 S.F. D 2.22 S.F. E 2.22 S.F. F 10.17 S.F. G 1043.57 S.F. H 166.36 S.F. I 9.99 S.F. J 1.22 S.F. K 1.22 S.F. TOTAL FIRST FLOOR LIVING 3,151.56 S.F L 196.08 S.F. M 19 S.F. N 19 S.F. 234.08 S.F./2 TOTAL OUTDOOR COVERED 117.04 S.F. 2875 SF SECOND FLOOR LIVING 48 SF BALCONY 34 SF BALCONY 99 SF MASTER BALCONY O P Q R S T U V W X Y Z AA TOTAL FIRST FLOOR LIVING 2874.82 S.F TOTAL OUTDOOR 179.58 S.F. 459.66 S.F. 8.61 S.F. 16.80 S.F. 317.22 S.F. 384.07 S.F. 62.31 S.F. 209.74 S.F. 31.51 S.F. 4.99 S.F. 19.48 S.F. 19.48 S.F. 1242.73 S.F. 98.22 S.F. 4' - 4 5/8"19' - 4 3/8"14' - 3 3/8"15' - 6 3/8"10' - 5 1/2"6' - 3 3/8" 8' - 2 1/4"22' - 2 3/8"2' - 1"22' - 7 3/4"27' - 0 7/8"23' - 8 7/8"24' - 9 3/8"5' - 11 1/2"12' - 1 1/4"3' - 9 3/4"3' - 3 3/8"8' - 3 3/4"1' - 6 1/2" 17' - 4"5' - 4 7/8"9' - 6"9' - 6"1' - 11"45' - 11 7/8"7' - 2 1/4"1' - 5 3/8"3' - 1 7/8"6' - 0"13' - 9 1/2"12' - 4 3/4"3' - 6 3/4"2' - 5"O P Q R S T U V W X Y Z AA AB AC AD AE AB AC AD AE 8.41 S.F. 39.12 S.F. 33.67 S.F. 98.38 S.F.9' - 6 1/2"13' - 8 3/4"3' - 9 3/4"8' - 8 3/4" 7 1/4" 8 3/4"18' - 0"A B C D FIRST FLOOR OPEN SPACE 171.69 S.F 33.28 S.F. 119.83 S.F. 12.94 S.F. 5.64 S.F. A B C D E F G H I J K L SECOND FLOOR OPEN SPACE 433.96 S.F 60.18 S.F. 61.88 S.F. 41.45 S.F. 35.96 S.F. 171.59 S.F. 15.50 S.F. 31.90 S.F. 15.50 S.F.2' - 10 7/8"5' - 11 1/2"12' - 2 1/4"3' - 3 3/8"13' - 8 3/4"3' - 11 1/2"6' - 0"3' - 11 1/2"20' - 9 1/4" 10' - 3 3/4" 3' - 4 7/8" 11' - 0" 12' - 6" 3' - 11" 5' - 3 7/8" 3' - 11" E F G H I J K L TOTAL OPEN SPACE PROVIDED 605.65 S.F 3' - 6 3/4" 1' - 8 1/2"14' - 5 3/4"34' - 6 5/8"6' - 4"10' - 7 1/2"10' - 7 1/2"9' - 3 1/4"16' - 0 1/8" 20' - 5 3/8"13' - 6 5/8"15' - 3 3/4"13' - 2 1/4"14' - 11"6' - 11"17' - 4 1/2"2' - 1 1/2"27' - 11 1/2"6' - 1 1/4"16' - 1"1' - 10"11' - 6"8' - 5 3/8"6' - 0 3/8"23' - 4"11' - 2 5/8"6' - 10 1/4" 1' - 8 1/2"3' - 1 7/8"15' - 6 1/8"19' - 10 3/4"14' - 5"A B C D E F H I 1L G K 2 M R N O A 8 S.F. B 17 S.F. C 51 S.F. D 355 S.F. E 218 S.F. F 120 S.F. G 2 S.F. H 65 S.F. I 142 S.F. J 90 S.F. K 80 S.F. L 52 S.F. M 18 S.F. N 405 S.F. O 18 S.F. P 498 S.F. Q 94 S.F. R 106s.f. SUBTOTAL: 2,340 S.F. (SLOPED ROOF) 1 37 S.F. 2 464 S.F. 3 115 S.F. 4 85 S.F. SUBTOTAL: 701 S.F. (FLAT ROOF) 3 4 701/3040 = 23.05% GRAND TOTAL: 3040 S.F. J 5' - 8 1/2"11' - 4 7/8" 3 5/8"7' - 8 1/8"P Q A 9 S.F. B 17 S.F. C 279 S.F. D 460 S.F. E 277 S.F. F 404 S.F. G 848 S.F. H 533 S.F. I 18 S.F. J 18 S.F. K 88 S.F. L 92 S.F. SUBTOTAL: 3,040 S.F. TOTAL ROOF AREA: 3,040 S.F. PERCENT ABOVE 22': 49.71% 1' - 8 1/2"8' - 11 3/8"13' - 6 5/8"16' - 0 1/8"10' - 8 1/2"6' - 1 3/4"14' - 11"13' - 2 1/4"9' - 3 1/4"3' - 10 3/4"1' - 10"50' - 4 3/4"2' - 3 1/2"11' - 6"24' - 3 1/2"10' - 7 1/2"10' - 7 1/2"49' - 9 7/8"52' - 11 3/4"51' - 8 1/4"6' - 8" 1' - 8 1/2" A B C D E F G H I J K 9' - 3 1/8" 3' - 9 3/4"11' - 11 1/8"18' - 0 1/8"15' - 0"18' - 1 5/8" 1' - 9 1/4"7' - 5 5/8"5' - 5 7/8"10' - 5 3/4"19' - 7"10' - 5 5/8"7' - 0 7/8"18' - 1 1/4"2' - 11 1/2"20' - 8"5"2' - 1 3/4" 4' - 8 3/8"9' - 5 3/8"42' - 11 1/8"5' - 7 3/8"5' - 7 1/4"27' - 4 3/4"6 3/4"A C D E F G H I J K L M A B C D E F G H I J K L M N O P SUBTOTAL: 1,511.17 S.F. ROOF AREA ABOVE 22': 1,511.17 S.F. 1' - 7 3/4"6' - 4 5/8" 2' - 9 3/8"3' - 1 5/8" B N O .69 S.F. 2.62 S.F. 13.22 S.F. 65.42 S.F. 68.98 S.F. 246.41 S.F. 98.91 S.F. 198.96 S.F. 8.24 S.F. 9.27 S.F. 26.35 S.F. 4.33 S.F. 259.52 S.F. 41.97 S.F. 26.35 S.F. 449.70 S.F. 7' - 8 3/8" P L DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: BRANDON ARCHITECTS 01/12/2022 AREA SCHDULECREED RESIDENCEGREG AND CAROLYN CREED 218 VIA LIDO NORD NEWPORT BEACH, CA 92663 CDP 319 VIA LIDO SOUD NEWPORT BEACH, CA 92663 A-0.1 TBD BRIAN JOWETT NO. REVISION DATE 1/8" = 1'-0"1 FIRST FLOOR BUILDING AREA 1/8" = 1'-0"2 SECOND FLOOR BUILDING AREA 1/8" = 1'-0"3 FIRST FLOOR OPEN SPACE 1/8" = 1'-0"4 SECOND FLOOR OPEN SPACE 1/8" = 1'-0"5 ROOF AREA 1/8" = 1'-0"6 MAX. FLAT PA2022-014 DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: BRANDON ARCHITECTS 01/12/2022 3D VIEWSCREED RESIDENCEGREG AND CAROLYN CREED 218 VIA LIDO NORD NEWPORT BEACH, CA 92663 CDP 319 VIA LIDO SOUD NEWPORT BEACH, CA 92663 A-1.0 TBD BRIAN JOWETT 1 AXONOMETRIC - S 2 AXONOMETRIC - W 3 AXONOMETRIC - N4AXONOMETRIC - E NO. REVISION DATE PA2022-014 UP A-4.1 A-4.0 A-4.02A-4.1 2 1 1 1 A-5.0 1 A-5.0 1 A-5.1 1 A-5.1 3 A-5.1 3 A-5.1 2-CAR GARAGE PANTRY/MUD ELEV. 1-CAR GARAGE POWDER POOL BATHMEDIA ROOM ENTRY HALL KITCHENDININGGREAT ROOM WINE RM FOYER 3 A-5.0 3 A-5.0 2 A-5.1 2 A-5.1 2 A-5.0 2 A-5.0 8 1 18 12 2 19 16 3 20 4 3 22 21 4 14 13 118657 1 2 15 7 R @0' -7 3/8"18 6 5 10 9 CLR.10' - 0"CLR. 20' - 2 1/2" CLR. 20' - 1"TYP.11"CLR.4' - 0"TYP. 11" CLR. 4' - 0" CLR.\ 4' - 0" CLR. 4' - 0" TYP. 11"TYP.11"CLR.4' - 0"CLR. 4' - 0"CLR.4' - 0"CLR.23' - 0 1/4"4' - 0"10' - 0"4' - 0"4' - 0"4' - 0"4' - 0"1 1 1 1 1 1 2 2 3 1 1 4 5 67 8 30" MIN. CLR. 3' - 3 3/4"15' - 1 3/4"12' - 8 3/4"ROOM TAGROOM NAME 1 A-5.0 1 1 ? 1 1 A-4.0 1 1 1 1 ELEVATION / SECTION INDICATOR AD-1.0 1 CALL-OUT TAG 10.00'SPOT ELEVATION KEYNOTE TAG REVISION TAG DOOR TAG WINDOW WALL TAG WINDOW TAG FIRE RATED CEILING ASS'Y -REF. DTLS. 7/AD-1.0 1-HR RATED INT CONDITION -REF. DTLS. 7/AD-1.0 1-HR RATED EXT CONDITION -REF. DTLS. 7/AD-1.0 STRUCTURAL STEEL COLUMN PER STRUCT., REF. STRUTC. DWGS, -PAINT AND SEAL AS REQUIRED –ARCH. TO APPV. COLOR FOR EXPOSED STEEL COLUMNS STRUCTURAL WOOD POST/COLUMN COLUMN -PER STRUCT., REF. STRUTC. DWGS, - PAINT, STAIN AND SEAL AS REQUIRED –ARCH. TO APPV. PAINT COLOR FOR EXPOSED WOOD POST/COLUMN, IF TO BE STAINED PROVIDE STAINED SAMPLE FOR ARCH, APPROVAL DOORS -AS SPECIFIED, SEE WINDOW SCHEDULE AND GENERAL NOTES ON SHEET A-7.0 - SHGC & U-FCTOR PER T-24 ENERGY REPORT – SEE SHEET AD-2.0 FOR JAMB, HEAD AND THRESHOLD DETAILS, PROVIDE FLASHING AND WATERPROOFING AT DOOR OPENING PER THE DOOR MFGR. INSTRUCTION AND/OR FLASHING MFGR. INSTRUCTION PER SECTIONS R609.1 & R703.4 OF CRC WINDOW -AS SPECIFIED, SEE WINDOW SCHEDULE AND GENERAL NOTES ON SHEET A-7.0 -SHGC & U-FCTOR PER T-24 ENERGY REPORT – SEE SHEET AD-2.0 FOR JAMB, HEAD AND SILL DETAILS, PROVIDE FLASHING AND WATERPROOFING AT WINDOW OPENING PER THE WINDOW MFGR. INSTRUCTION AND/OR FLASHING MFGR. INSTRUCTION PER SECTIONS R609.1 & R703.4 OF CRC KITCHEN RANGE W/. EXHAUST HOOD -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER AND GAS AS REQUIRED -30”MIN. VERTICAL CLEARANCE TO ANY COMBUSTIBLE MATERIAL ABV. COOKING TOP (CMC 920.3.2) –EXHAUST HOOD TO HAVE EXHAUST RATE OF MIN. 100 CFM AND VENT TO OUTDOOR , HOOD DUCTS TO BE OF METAL WITH SMOOTH INTERIOR FINISH PER SECTION 504.3 OF CMC KITCHEN/BAR SINK -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER –SINK TO COMPLY W/. REQUIREMENT OF SECTION 420.0 OF CPC AND HAVE A MAX FLOW RATE OF 1.8 GPM @ 60 PSI PER SECTION 4.303.1 OF CALGREEN –TRAP AND VENT FOR ISLAND SINK AND SIMILAR EQUIPMENT SHALL BE PER SECTION 909.0 OF CPC VANITY SINK -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – LAVATORY TO HAVE 24”MIN. CLEAR SPACE IN FRONT OF IT.(CPC 402.5) W/. MAXIMUM FLOW RATE OF 1.2 GPM @ 60 PSI AND MIN. FLOW RATE OF 0.8 GPM @ 20 PSI PER SECTION 4.303.1 OF CALGREEN WASHER (W) / DRYER (D) / STACKED (W/D)-AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER –PROVIDE POWER , GAS, WATER SUPPLY & DRAINAGE AS REQUIRED -THE CLOTHES DRYERS VENT SHALL BE OF A RIGID METALLIC MATERIAL AND HAVE A BACKDRAFT DAMPER (CMC 504.4) AND SHALL NOT EXCEED 14-FEET IN OVERALL LENGTH WITH MAX. OF TWO (2) 90-DEGREE ELBOW, SUBTRACT 2-FEET FOR EACH ADDITIONAL 90- DEGREE ELBOW. SEE WASHER & DRYER NOTES, REF. T-1.1. REFRIGERATOR (REF) / FREEZER (FRZ) -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER –PROVIDE POWER AND WATER SUPPLY AS REQUIRED BUILT-IN APPLIANCE / DISHWASHER (DW) / TRASH COMPACTOR (TR)-AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER –PROVIDE POWER , WATER SUPPLY & DRAINAGE PIPE AS REQUIRED TOILET -WATER CLOSET SHALL BE IN COMPLIANCE OF SECTION 411.0 OF CPC AND HAS MAX EFFECTIVE FLUSH RATE OF 1.28 GAL. PER FLUSH (CPC 411.2). WATER CLOSETS CLR. TO BE 24”IN FRONT AND 15”FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. (CPC 402.5 & CRC R307) –REF. CALGREEN NOTES ON T SHTS. FOR MAX FLOW RATE CASEWORK, TALL CABINET -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER CASEWORK, BASE CABINET W/. COUNTERTOP -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER CASEWORK, UPPER CABINET/SHELVES -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER BUILT-IN CLOSET -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER FIREPLACE -FACTORY-BUILT DIRECT VENT GAS FIREPLACE W/. SEALED COMBUSTION (CALGREEN 4.503) -FACTORY-BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC R1004.1) ELEVATOR -PRIVATE RESIDENCE ELEVATOR IN COMPLIANCE W/. ASME A17.1/CSA B44 AS SELECTED PER PLANS, VERIFY W/. OWNER –PROVIDE POWER AS REQ'D. (CRC 321.1) A/C CONDENSER / HEAT PUMP -TO BE IN COMPLIANCE OF SECTION 307.3 OF CPC AS SELECTED, VERIFY W/. OWNER -SIZE TBD, SEE T-24 ENERGY REPORT FOR MORE INFO – PROVIDE POWER AND SOUND DAMPENING PAD AS REQ’D. –INSTALL AND MAINTAIN REQUIRED CLEARANCES PER MFGR. INSTRUCTION FAU -PROVIDE GAS S.O., POWER, AND VENTING AS REQ'D. BY MFG'R. –INSTALL PER MFGR. INSTRUCTION RECESSED MAIN SERVICE PANEL -400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) –GC TO COORDINATE W/. UTILITY COMPANY ROOF/DECK DRAIN -PER CHAPTER 11 OF CPC -SIZE THE DRAIN AND PIPING PER TABLE 1103.1 AND 1103.2 OF CPC –ROOF DRAIN SHALL HAVE DOMED STRAINER (CPC 1102.2) – REF. DETAIL 11/AD-1.0 OVERFLOW OR EMERGENCY DRAIN -PER CHAPTER 11 OF CPC -COPPER OR EQ., INSTALL PER MFGR. INSTRUC., SLOPED TOWARD IN-WALL DRAIN INLETS –SLOPE AND SIZE PER TABLE 1103.3 OF CPC –REF. DTL. 11/AD-1.0 DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: KEYNOTESB ANNOTATION LEGENDA BRANDON ARCHITECTS 01/12/2022 FIRST LEVEL FLOOR PLANCREED RESIDENCEGREG AND CAROLYN CREED 218 VIA LIDO NORD NEWPORT BEACH, CA 92663 CDP 319 VIA LIDO SOUD NEWPORT BEACH, CA 92663 A-2.0 TBD BRIAN JOWETT PROJECT NORTHTRUE NORTH 1/4" = 1'-0"1 FIRST LEVEL FLOOR PLAN 1 PROPERTY LINE 2 FRONT YARD SETBACK 3 SIDE YARD SETBACK 4 FIREPLACE - PREFABRICATED, GAS ONLY, 'TOWN AND COUNTRY,' MODEL TC42 [DTL. 22/AD-1] (FACTORY BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AN INSTALLED IN ACCORDANCE W/. THEIR LISTING AND MFG'R. INSTALLATION INSTRUCTIONS. GASEOUS FUEL BURNING PAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLY W/. THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES.) 5 GARAGE DOOR - RATED, 1-3/8" SOLID CORE, SELF-CLOSING AND SELF-LATCHING. REF. DOOR SCHEDULE 6 RANGE - VERIFY APPLIANCE W/. OWNER - PROVIDE HOOD CAPABLE OF 100 CFM MIN. (VERIFY W/. MFG.) - VENT TO OUTDOOR AIR 7 KITCHEN ISLAND - BASE CABINET, COUNTER, AND APPLIANCES PER I.D - VERIFY SIZE W/. I.D. & OWNER 8 KITCHEN EXHAUST HOOD TO VENT TO EXT. - PROVIDE MIN. RATE OF 100 CFM - INSTALL & PROVIDE POWER PER MFG. INSTRUCTION NO. REVISION DATE PA2022-014 DN A-4.1 A-4.0 A-4.02A-4.1 2 1 1 1 A-5.0 1 A-5.0 1 A-5.1 1 A-5.1 3 A-5.1 3 A-5.1 ELEV. HALL BEDROOM 2 MASTER RETREAT MASTER BEDROOM MASTER BATHROOM HIS W.C.HER W.C. HIS CLOSET HER CLOSET BEDROOM 4 BEDROOM 3 BATH 3BATH 2 3 A-5.0 3 A-5.0 LAUNDRY BATH 4 2 A-5.1 2 A-5.1 5' - 11 1/4"2 A-5.0 2 A-5.0 28 29 18 20 21 22 30 31 34 35 39 29 31 44 34 48 49 47 55 56 50 52 53 5455 56 60 64 72 73 74 75 74 75 84 77 30" MIN. CLR. 3' - 4" 30" MIN. CLR. 3' - 4" 30" MIN. CLR. 2' - 6" 30" MIN. CLR. 3' - 0 1/8" 30" MIN. CLR. 3' - 0" 1 1 1 1 2 2 22 2 2 2 2 3 3 3 6:12 6:12 6:123:12 6:126:123:12 FD CLR.4' - 0"TYP.11"CLR. 4' - 0" TYP. 11" TYP. 11" CLR. 4' - 0"CLR.4' - 0"TYP.11"CLR. 4' - 0"CLR.4' - 0"CLR. 4' - 0" 4' - 0"4' - 0"10' - 0"4' - 0"ROOM TAGROOM NAME 1 A-5.0 1 1 ? 1 1 A-4.0 1 1 1 1 ELEVATION / SECTION INDICATOR AD-1.0 1 CALL-OUT TAG 10.00'SPOT ELEVATION KEYNOTE TAG REVISION TAG DOOR TAG WINDOW WALL TAG WINDOW TAG FIRE RATED CEILING ASS'Y -REF. DTLS. 7/AD-1.0 1-HR RATED INT CONDITION -REF. DTLS. 7/AD-1.0 1-HR RATED EXT CONDITION -REF. DTLS. 7/AD-1.0 STRUCTURAL STEEL COLUMN PER STRUCT., REF. STRUTC. DWGS, -PAINT AND SEAL AS REQUIRED –ARCH. TO APPV. COLOR FOR EXPOSED STEEL COLUMNS STRUCTURAL WOOD POST/COLUMN COLUMN -PER STRUCT., REF. STRUTC. DWGS, - PAINT, STAIN AND SEAL AS REQUIRED –ARCH. TO APPV. PAINT COLOR FOR EXPOSED WOOD POST/COLUMN, IF TO BE STAINED PROVIDE STAINED SAMPLE FOR ARCH, APPROVAL DOORS -AS SPECIFIED, SEE WINDOW SCHEDULE AND GENERAL NOTES ON SHEET A-7.0 - SHGC & U-FCTOR PER T-24 ENERGY REPORT – SEE SHEET AD-2.0 FOR JAMB, HEAD AND THRESHOLD DETAILS, PROVIDE FLASHING AND WATERPROOFING AT DOOR OPENING PER THE DOOR MFGR. INSTRUCTION AND/OR FLASHING MFGR. INSTRUCTION PER SECTIONS R609.1 & R703.4 OF CRC WINDOW -AS SPECIFIED, SEE WINDOW SCHEDULE AND GENERAL NOTES ON SHEET A-7.0 -SHGC & U-FCTOR PER T-24 ENERGY REPORT – SEE SHEET AD-2.0 FOR JAMB, HEAD AND SILL DETAILS, PROVIDE FLASHING AND WATERPROOFING AT WINDOW OPENING PER THE WINDOW MFGR. INSTRUCTION AND/OR FLASHING MFGR. INSTRUCTION PER SECTIONS R609.1 & R703.4 OF CRC KITCHEN RANGE W/. EXHAUST HOOD -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER AND GAS AS REQUIRED -30”MIN. VERTICAL CLEARANCE TO ANY COMBUSTIBLE MATERIAL ABV. COOKING TOP (CMC 920.3.2) –EXHAUST HOOD TO HAVE EXHAUST RATE OF MIN. 100 CFM AND VENT TO OUTDOOR , HOOD DUCTS TO BE OF METAL WITH SMOOTH INTERIOR FINISH PER SECTION 504.3 OF CMC KITCHEN/BAR SINK -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER –SINK TO COMPLY W/. REQUIREMENT OF SECTION 420.0 OF CPC AND HAVE A MAX FLOW RATE OF 1.8 GPM @ 60 PSI PER SECTION 4.303.1 OF CALGREEN –TRAP AND VENT FOR ISLAND SINK AND SIMILAR EQUIPMENT SHALL BE PER SECTION 909.0 OF CPC VANITY SINK -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – LAVATORY TO HAVE 24”MIN. CLEAR SPACE IN FRONT OF IT.(CPC 402.5) W/. MAXIMUM FLOW RATE OF 1.2 GPM @ 60 PSI AND MIN. FLOW RATE OF 0.8 GPM @ 20 PSI PER SECTION 4.303.1 OF CALGREEN WASHER (W) / DRYER (D) / STACKED (W/D)-AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER –PROVIDE POWER , GAS, WATER SUPPLY & DRAINAGE AS REQUIRED -THE CLOTHES DRYERS VENT SHALL BE OF A RIGID METALLIC MATERIAL AND HAVE A BACKDRAFT DAMPER (CMC 504.4) AND SHALL NOT EXCEED 14-FEET IN OVERALL LENGTH WITH MAX. OF TWO (2) 90-DEGREE ELBOW, SUBTRACT 2-FEET FOR EACH ADDITIONAL 90- DEGREE ELBOW. SEE WASHER & DRYER NOTES, REF. T-1.1. REFRIGERATOR (REF) / FREEZER (FRZ) -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER –PROVIDE POWER AND WATER SUPPLY AS REQUIRED BUILT-IN APPLIANCE / DISHWASHER (DW) / TRASH COMPACTOR (TR)-AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER –PROVIDE POWER , WATER SUPPLY & DRAINAGE PIPE AS REQUIRED TOILET -WATER CLOSET SHALL BE IN COMPLIANCE OF SECTION 411.0 OF CPC AND HAS MAX EFFECTIVE FLUSH RATE OF 1.28 GAL. PER FLUSH (CPC 411.2). WATER CLOSETS CLR. TO BE 24”IN FRONT AND 15”FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. (CPC 402.5 & CRC R307) –REF. CALGREEN NOTES ON T SHTS. FOR MAX FLOW RATE CASEWORK, TALL CABINET -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER CASEWORK, BASE CABINET W/. COUNTERTOP -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER CASEWORK, UPPER CABINET/SHELVES -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER BUILT-IN CLOSET -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER FIREPLACE -FACTORY-BUILT DIRECT VENT GAS FIREPLACE W/. SEALED COMBUSTION (CALGREEN 4.503) -FACTORY-BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC R1004.1) ELEVATOR -PRIVATE RESIDENCE ELEVATOR IN COMPLIANCE W/. ASME A17.1/CSA B44 AS SELECTED PER PLANS, VERIFY W/. OWNER –PROVIDE POWER AS REQ'D. (CRC 321.1) A/C CONDENSER / HEAT PUMP -TO BE IN COMPLIANCE OF SECTION 307.3 OF CPC AS SELECTED, VERIFY W/. OWNER -SIZE TBD, SEE T-24 ENERGY REPORT FOR MORE INFO – PROVIDE POWER AND SOUND DAMPENING PAD AS REQ’D. –INSTALL AND MAINTAIN REQUIRED CLEARANCES PER MFGR. INSTRUCTION FAU -PROVIDE GAS S.O., POWER, AND VENTING AS REQ'D. BY MFG'R. –INSTALL PER MFGR. INSTRUCTION RECESSED MAIN SERVICE PANEL -400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) –GC TO COORDINATE W/. UTILITY COMPANY ROOF/DECK DRAIN -PER CHAPTER 11 OF CPC -SIZE THE DRAIN AND PIPING PER TABLE 1103.1 AND 1103.2 OF CPC –ROOF DRAIN SHALL HAVE DOMED STRAINER (CPC 1102.2) – REF. DETAIL 11/AD-1.0 OVERFLOW OR EMERGENCY DRAIN -PER CHAPTER 11 OF CPC -COPPER OR EQ., INSTALL PER MFGR. INSTRUC., SLOPED TOWARD IN-WALL DRAIN INLETS –SLOPE AND SIZE PER TABLE 1103.3 OF CPC –REF. DTL. 11/AD-1.0 DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: KEYNOTESB ANNOTATION LEGENDA BRANDON ARCHITECTS 01/12/2022 SECOND LEVEL FLOOR PLANCREED RESIDENCEGREG AND CAROLYN CREED 218 VIA LIDO NORD NEWPORT BEACH, CA 92663 CDP 319 VIA LIDO SOUD NEWPORT BEACH, CA 92663 A-2.1 TBD BRIAN JOWETT PROJECT NORTHTRUE NORTH 1/4" = 1'-0"1 SECOND LEVEL FLOOR PLAN 1 WINDOW TO MEET EGRESS REQUIREMENTS - REF. DOOR AND WINDOW NOTES #6, SHT. A-7.0 2 PROPERTY LINE 3 FRONT YARD SETBACK NO. REVISION DATE PA2022-014 UP DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" AND INTERIOR PARTITIONS ARE DIMENSIONED FROM FACE OF STRUCTURE TO FACE OF STRUCTURE (F.O.S.) U.N.O. - CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. ROUGH FRAMING: ALL EXTERIOR WALLS TO BE FRAMED W/. 2X6 STUD MIN. U.N.O. USE 2X6 MINIMUM STUDS FOR PLUMBING WALLS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD DOORS AND WINDOWS WILL TYPICALLY BE RECESSED FROM EXTERIOR WALL PLANE. VERIFY ALL ROUGH OPENING DIMENSIONS WITH DOOR AND WINDOW MFGR. ROUGH OPENING MAY NEED TO BE OVERSIZED TO ACCOUNT FOR ADDITIONAL FRAMING. SEE SHT. AD-2.0 FOR TYP. RECESSED CONDITIONS. GARAGE FLOOR: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL.THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. (R309.1) PLUMBING: 1. SUPPORT ALL WALL-HUNG FIXTURES WITH METAL SUPPORTING MEMBERS TO PREVENT ANY STRAIN TRANSMISSION TO THE CONNECTIONS. FRAMING AFFIXED SUPPORTS FOR OFF-THE-FLOOR WATER CLOSETS WITH CONCEALED TANKS SHALL COMPLY WITH ASME A112.6.2. SECURE FLUSH TANK AND SIMILAR APPURTENANCES WITH APPROVED NON-CORROSIVE SCREW OR BOLTS. (CPC 402.5) 2. THE NET AREA OF THE SHOWER ENCLOSURE SHALL BE 1,024 SQ. INCHES (7.1 SQ. FT.) OR MORE IN THE CLEAR FLOOR AREA, AND SHALL ALSO BE CAPABLE OF ENCOMPASSING A 30-INCH DIAMETER CIRCLE. (CPC 408.6) 3. THE WATER HEATER BURNER AND BURNER-IGNITION DEVICE TO BE AT LEAST 18-INCHES ABOVE THE FLOOR, IF LOCATED IN A GARAGE AND IN ADJACENT SPACES THAT OPEN TO THE GARAGE. FOR WATER HEATER IN THE GARAGE OR OTHER AREAS SUBJECT TO MECHANICAL DAMAGE PROVIDE A PROTECTIVE BARRIER OR ELEVATE THE APPLIANCE TO BE OUT OF THE NORMAL PATH OF THE VEHICLE. (CPC 507.13) 4. ANCHOR OR STRAP THE WATER HEATER(S) TO RESIST HORIZ. DISPLACEMENT DUE TO THE EARTHQUAKE. STRAPPING SHOULD BE AT THE UPPER AND LOWER ONE THIRD (1/3) POINTS OF THE APPLIANCE HEIGHT. MAINTAIN A MIN. 4-INCHES ABOVE THE CONTROLS WITH STRAPPING AT LOWER POINT. WOOD OR WOODBASED PRODUCTS NOTE: WOOD OR WOODBASE PRODUCT SHALL BE OF A NATURAL DURABLE OR PRESERVATIVE-TREADED WOOD IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE IN THE FOLLOWING LOCATIONS: 1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18 INCHES (457 MM) OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES (305 MM) TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. 2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES (203 MM) FROM THE EXPOSED GROUND. 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. 4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF LESS THAN 1/2 INCH (12.7 MM) ON TOPS, SIDES AND ENDS. 5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6 INCHES (152 MM) FROM THE GROUND OR LESS THAN 2 INCHES (51 MM) MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER. 6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. 7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN THE WALL AND THE FURRING STRIPS OR FRAMING MEMBERS. *HERS VERIFICATION REQUIRED-REFERENCE T-24.1 ROOM TAGROOM NAME 1 1 1 1 10.00'SPOT ELEVATION REVISION TAG DOOR TAG WINDOW WALL TAG WINDOW TAG STRUCTURAL STEEL COLUMN PER STRUCT., REF. STRUTC. DWGS, -PAINT AND SEAL AS REQUIRED –ARCH. TO APPV. COLOR FOR EXPOSED STEEL COLUMNS STRUCTURAL WOOD POST/COLUMN COLUMN -PER STRUCT., REF. STRUTC. DWGS, - PAINT, STAIN AND SEAL AS REQUIRED –ARCH. TO APPV. PAINT COLOR FOR EXPOSED WOOD POST/COLUMN, IF TO BE STAINED PROVIDE STAINED SAMPLE FOR ARCH, APPROVAL KITCHEN RANGE W/. EXHAUST HOOD -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER AND GAS AS REQUIRED -30”MIN. VERTICAL CLEARANCE TO ANY COMBUSTIBLE MATERIAL ABV. COOKING TOP (CMC 920.3.2) –EXHAUST HOOD TO HAVE EXHAUST RATE OF MIN. 100 CFM AND VENT TO OUTDOOR , HOOD DUCTS TO BE OF METAL WITH SMOOTH INTERIOR FINISH PER SECTION 504.3 OF CMC KITCHEN/BAR SINK -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER –SINK TO COMPLY W/. REQUIREMENT OF SECTION 420.0 OF CPC AND HAVE A MAX FLOW RATE OF 1.8 GPM @ 60 PSI PER SECTION 4.303.1 OF CALGREEN –TRAP AND VENT FOR ISLAND SINK AND SIMILAR EQUIPMENT SHALL BE PER SECTION 909.0 OF CPC VANITY SINK -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – LAVATORY TO HAVE 24”MIN. CLEAR SPACE IN FRONT OF IT.(CPC 402.5) W/. MAXIMUM FLOW RATE OF 1.2 GPM @ 60 PSI AND MIN. FLOW RATE OF 0.8 GPM @ 20 PSI PER SECTION 4.303.1 OF CALGREEN WASHER (W) / DRYER (D) / STACKED (W/D)-AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER –PROVIDE POWER , GAS, WATER SUPPLY & DRAINAGE AS REQUIRED -THE CLOTHES DRYERS VENT SHALL BE OF A RIGID METALLIC MATERIAL AND HAVE A BACKDRAFT DAMPER (CMC 504.4) AND SHALL NOT EXCEED 14-FEET IN OVERALL LENGTH WITH MAX. OF TWO (2) 90-DEGREE ELBOW, SUBTRACT 2-FEET FOR EACH ADDITIONAL 90- DEGREE ELBOW. SEE WASHER & DRYER NOTES, REF. T-1.1. TOILET -WATER CLOSET SHALL BE IN COMPLIANCE OF SECTION 411.0 OF CPC AND HAS MAX EFFECTIVE FLUSH RATE OF 1.28 GAL. PER FLUSH (CPC 411.2). WATER CLOSETS CLR. TO BE 24”IN FRONT AND 15”FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. (CPC 402.5 & CRC R307) –REF. CALGREEN NOTES ON T SHTS. FOR MAX FLOW RATE FIREPLACE -FACTORY-BUILT DIRECT VENT GAS FIREPLACE W/. SEALED COMBUSTION (CALGREEN 4.503) -FACTORY-BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC R1004.1) A/C CONDENSER / HEAT PUMP -TO BE IN COMPLIANCE OF SECTION 307.3 OF CPC AS SELECTED, VERIFY W/. OWNER -SIZE TBD, SEE T-24 ENERGY REPORT FOR MORE INFO – PROVIDE POWER AND SOUND DAMPENING PAD AS REQ’D. –INSTALL AND MAINTAIN REQUIRED CLEARANCES PER MFGR. INSTRUCTION FAU -PROVIDE GAS S.O., POWER, AND VENTING AS REQ'D. BY MFG'R. –INSTALL PER MFGR. INSTRUCTION RECESSED MAIN SERVICE PANEL -400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) –GC TO COORDINATE W/. UTILITY COMPANY ROOF/DECK DRAIN -PER CHAPTER 11 OF CPC -SIZE THE DRAIN AND PIPING PER TABLE 1103.1 AND 1103.2 OF CPC –ROOF DRAIN SHALL HAVE DOMED STRAINER (CPC 1102.2) – REF. DETAIL 11/AD-1.0 OVERFLOW OR EMERGENCY DRAIN -PER CHAPTER 11 OF CPC -COPPER OR EQ., INSTALL PER MFGR. INSTRUC., SLOPED TOWARD IN-WALL DRAIN INLETS –SLOPE AND SIZE PER TABLE 1103.3 OF CPC –REF. DTL. 11/AD-1.0 2X4 STUD WALL 2X6 STUD WALL 2X8 STUD WALL 2X10 STUD WALL EXT. POCKET DOOR WALL - TYP. 2X6 EXT. FRMG. AND 2X4 INTERIOR FRAMING W/. DOUBLE TOP PLATE AND SINGLE SILL PLATE U.N.O., MIN. AIR SPACE/DOOR POCKET TO BE VERIFIED W/. DOOR MFGR. - STUDS MIN. SPACING PER STRUCT. AND EXT. FINISH MFGR. INSTRUCTION AND/OR LISTING –SEE EXT. WALL DETAILS AND STRUCT. DWGS CONCRETE WALL -12”REINFORCED CAST IN PLACE CONCRETE WALL TYP. U.N.O. PER STRUCT., REF. STRCUTC. DWGS. –FOR BASEMENT/RETAINING CONCRETE WALL PROVIDE WATERPROOFING OR DAMPPROOFING AND DRAINAGE AS REQUIRED PER SECTION R406.1 & R406.2, REF. SOILS REPORT,WATERPROOFING & DAMPROOFING NOTES ON SHEET T-1.1 –EXPOSED SURFACES TO HAVE TROWELED SMOOTH FINISH WITH A LIGHT GRAY COLOR, PROVIDE SAMPLE FOR ARCH. APPROVAL SLAB/FRAMING DEPRESSION -SEE STRUCT. DWGS. FOR THE RECESSION DETAILS - FOR RECESSION SPECIFIC TO EQUIPMENT OR ASSEMBLY VERIFY THE REQUIRED RECESSION W/. MFGR. OR FABRICATOR –SHOWER RECESSION TO BE VERIFIED W/. I.D. SEE SHEET AD-2.0 FOR THE TYPICAL DEPRESSION OF DOORS AND WINDOWS, VERIFY ALL DEPRESSIONS W/. MFGR. STUDS MIN. SPACING PER STRUCT. AND EXT. FINISH MFGR. INSTRUCTION AND/OR LISTING –SEE EXT. WALL DETAILS AND STRUCT. DWGS A-4.1 A-4.0 A-4.02A-4.1 2 1 1 1 A-5.0 1 A-5.0 1 A-5.1 1 A-5.1 3 A-5.1 3 A-5.1 3 A-5.0 3 A-5.0 2 A-5.1 2 A-5.1 2 A-5.0 2 A-5.0 7 1/2" 33' - 6 1/2"52' - 5"4' - 0 1/2" 12' - 11 7/8"20' - 6 5/8"19' - 1"12' - 0 3/4"21' - 3 1/4" 1' - 4"19' - 2 5/8"11 3/4"1' - 11 1/8"12' - 6 5/8"3' - 7 1/2"6' - 8 5/8"5' - 4 1/8"2' - 8"18' - 7 1/4"4' - 0 1/2"26' - 2 3/8"9' - 11 7/8"16' - 2 1/2"5' - 6 1/2"4' - 5 3/8"7' - 11 1/4"8' - 3 3/8"10' - 2"75' - 8"4' - 2" 7' - 3 7/8"7' - 8"30' - 1 3/8"9' - 5"21' - 1 3/4" 1' - 4 1/2"2' - 11"3' - 0 3/8"3' - 0 3/8"14' - 2 5/8"12' - 10 3/8"4' - 11 1/4"4' - 5 3/4"5' - 2 3/4"15' - 11"4' - 2"51' - 9 1/4"4' - 0 1/2"1/2"24' - 0 7/8"2' - 1 1/2"25' - 6 7/8"1' - 5 3/8"22' - 8"1' - 11 1/2"2"4' - 9 3/8"16' - 0"4' - 9 3/8"10' - 2"23' - 10 3/8" 11' - 1 7/8"12' - 8 1/2" 1' - 4 1/2"1' - 5 3/8"1' - 4"7' - 0"12' - 2 5/8"4' - 2"51' - 9 1/4"4' - 0 1/2"13' - 10"13' - 9 3/4"24' - 1 1/2"2' - 2"9' - 6"2' - 2"1' - 5 1/2"1' - 1 1/2"8' - 7 1/4"1' - 2"1' - 5 1/2"3' - 0 3/4"18' - 0"3' - 0 3/4"4' - 2" 8' - 8 3/4" 1' - 3 1/4"1' - 2"6' - 3 5/8"1' - 5"2' - 9"10' - 0"20' - 2 1/2" 4' - 0 1/2" 8' - 10 1/4" 1' - 3 1/4"1' - 2"6' - 5 1/8" DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: BRANDON ARCHITECTS ANNOTATION LEGEND GENERAL NOTESA B 01/12/2022 FIRST LEVEL DIMENSION PLANCREED RESIDENCEGREG AND CAROLYN CREED 218 VIA LIDO NORD NEWPORT BEACH, CA 92663 CDP 319 VIA LIDO SOUD NEWPORT BEACH, CA 92663 A-2.2 TBD BRIAN JOWETT PROJECT NORTHTRUE NORTH 1/4" = 1'-0"1 FIRST LEVEL DIMENSION PLAN NO. REVISION DATE PA2022-014 DN DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" AND INTERIOR PARTITIONS ARE DIMENSIONED FROM FACE OF STRUCTURE TO FACE OF STRUCTURE (F.O.S.) U.N.O. - CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. ROUGH FRAMING: ALL EXTERIOR WALLS TO BE FRAMED W/. 2X6 STUD MIN. U.N.O. USE 2X6 MINIMUM STUDS FOR PLUMBING WALLS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD DOORS AND WINDOWS WILL TYPICALLY BE RECESSED FROM EXTERIOR WALL PLANE. VERIFY ALL ROUGH OPENING DIMENSIONS WITH DOOR AND WINDOW MFGR. ROUGH OPENING MAY NEED TO BE OVERSIZED TO ACCOUNT FOR ADDITIONAL FRAMING. SEE SHT. AD-2.0 FOR TYP. RECESSED CONDITIONS. GARAGE FLOOR: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL.THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. (R309.1) PLUMBING: 1. SUPPORT ALL WALL-HUNG FIXTURES WITH METAL SUPPORTING MEMBERS TO PREVENT ANY STRAIN TRANSMISSION TO THE CONNECTIONS. FRAMING AFFIXED SUPPORTS FOR OFF-THE-FLOOR WATER CLOSETS WITH CONCEALED TANKS SHALL COMPLY WITH ASME A112.6.2. SECURE FLUSH TANK AND SIMILAR APPURTENANCES WITH APPROVED NON-CORROSIVE SCREW OR BOLTS. (CPC 402.5) 2. THE NET AREA OF THE SHOWER ENCLOSURE SHALL BE 1,024 SQ. INCHES (7.1 SQ. FT.) OR MORE IN THE CLEAR FLOOR AREA, AND SHALL ALSO BE CAPABLE OF ENCOMPASSING A 30-INCH DIAMETER CIRCLE. (CPC 408.6) 3. THE WATER HEATER BURNER AND BURNER-IGNITION DEVICE TO BE AT LEAST 18-INCHES ABOVE THE FLOOR, IF LOCATED IN A GARAGE AND IN ADJACENT SPACES THAT OPEN TO THE GARAGE. FOR WATER HEATER IN THE GARAGE OR OTHER AREAS SUBJECT TO MECHANICAL DAMAGE PROVIDE A PROTECTIVE BARRIER OR ELEVATE THE APPLIANCE TO BE OUT OF THE NORMAL PATH OF THE VEHICLE. (CPC 507.13) 4. ANCHOR OR STRAP THE WATER HEATER(S) TO RESIST HORIZ. DISPLACEMENT DUE TO THE EARTHQUAKE. STRAPPING SHOULD BE AT THE UPPER AND LOWER ONE THIRD (1/3) POINTS OF THE APPLIANCE HEIGHT. MAINTAIN A MIN. 4-INCHES ABOVE THE CONTROLS WITH STRAPPING AT LOWER POINT. WOOD OR WOODBASED PRODUCTS NOTE: WOOD OR WOODBASE PRODUCT SHALL BE OF A NATURAL DURABLE OR PRESERVATIVE-TREADED WOOD IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE IN THE FOLLOWING LOCATIONS: 1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18 INCHES (457 MM) OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES (305 MM) TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. 2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES (203 MM) FROM THE EXPOSED GROUND. 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. 4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF LESS THAN 1/2 INCH (12.7 MM) ON TOPS, SIDES AND ENDS. 5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6 INCHES (152 MM) FROM THE GROUND OR LESS THAN 2 INCHES (51 MM) MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER. 6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. 7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN THE WALL AND THE FURRING STRIPS OR FRAMING MEMBERS. *HERS VERIFICATION REQUIRED-REFERENCE T-24.1 ROOM TAGROOM NAME 1 1 1 1 10.00'SPOT ELEVATION REVISION TAG DOOR TAG WINDOW WALL TAG WINDOW TAG STRUCTURAL STEEL COLUMN PER STRUCT., REF. STRUTC. DWGS, -PAINT AND SEAL AS REQUIRED –ARCH. TO APPV. COLOR FOR EXPOSED STEEL COLUMNS STRUCTURAL WOOD POST/COLUMN COLUMN -PER STRUCT., REF. STRUTC. DWGS, - PAINT, STAIN AND SEAL AS REQUIRED –ARCH. TO APPV. PAINT COLOR FOR EXPOSED WOOD POST/COLUMN, IF TO BE STAINED PROVIDE STAINED SAMPLE FOR ARCH, APPROVAL KITCHEN RANGE W/. EXHAUST HOOD -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER AND GAS AS REQUIRED -30”MIN. VERTICAL CLEARANCE TO ANY COMBUSTIBLE MATERIAL ABV. COOKING TOP (CMC 920.3.2) –EXHAUST HOOD TO HAVE EXHAUST RATE OF MIN. 100 CFM AND VENT TO OUTDOOR , HOOD DUCTS TO BE OF METAL WITH SMOOTH INTERIOR FINISH PER SECTION 504.3 OF CMC KITCHEN/BAR SINK -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER –SINK TO COMPLY W/. REQUIREMENT OF SECTION 420.0 OF CPC AND HAVE A MAX FLOW RATE OF 1.8 GPM @ 60 PSI PER SECTION 4.303.1 OF CALGREEN –TRAP AND VENT FOR ISLAND SINK AND SIMILAR EQUIPMENT SHALL BE PER SECTION 909.0 OF CPC VANITY SINK -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – LAVATORY TO HAVE 24”MIN. CLEAR SPACE IN FRONT OF IT.(CPC 402.5) W/. MAXIMUM FLOW RATE OF 1.2 GPM @ 60 PSI AND MIN. FLOW RATE OF 0.8 GPM @ 20 PSI PER SECTION 4.303.1 OF CALGREEN WASHER (W) / DRYER (D) / STACKED (W/D)-AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER –PROVIDE POWER , GAS, WATER SUPPLY & DRAINAGE AS REQUIRED -THE CLOTHES DRYERS VENT SHALL BE OF A RIGID METALLIC MATERIAL AND HAVE A BACKDRAFT DAMPER (CMC 504.4) AND SHALL NOT EXCEED 14-FEET IN OVERALL LENGTH WITH MAX. OF TWO (2) 90-DEGREE ELBOW, SUBTRACT 2-FEET FOR EACH ADDITIONAL 90- DEGREE ELBOW. SEE WASHER & DRYER NOTES, REF. T-1.1. TOILET -WATER CLOSET SHALL BE IN COMPLIANCE OF SECTION 411.0 OF CPC AND HAS MAX EFFECTIVE FLUSH RATE OF 1.28 GAL. PER FLUSH (CPC 411.2). WATER CLOSETS CLR. TO BE 24”IN FRONT AND 15”FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. (CPC 402.5 & CRC R307) –REF. CALGREEN NOTES ON T SHTS. FOR MAX FLOW RATE FIREPLACE -FACTORY-BUILT DIRECT VENT GAS FIREPLACE W/. SEALED COMBUSTION (CALGREEN 4.503) -FACTORY-BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC R1004.1) A/C CONDENSER / HEAT PUMP -TO BE IN COMPLIANCE OF SECTION 307.3 OF CPC AS SELECTED, VERIFY W/. OWNER -SIZE TBD, SEE T-24 ENERGY REPORT FOR MORE INFO – PROVIDE POWER AND SOUND DAMPENING PAD AS REQ’D. –INSTALL AND MAINTAIN REQUIRED CLEARANCES PER MFGR. INSTRUCTION FAU -PROVIDE GAS S.O., POWER, AND VENTING AS REQ'D. BY MFG'R. –INSTALL PER MFGR. INSTRUCTION RECESSED MAIN SERVICE PANEL -400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) –GC TO COORDINATE W/. UTILITY COMPANY ROOF/DECK DRAIN -PER CHAPTER 11 OF CPC -SIZE THE DRAIN AND PIPING PER TABLE 1103.1 AND 1103.2 OF CPC –ROOF DRAIN SHALL HAVE DOMED STRAINER (CPC 1102.2) – REF. DETAIL 11/AD-1.0 OVERFLOW OR EMERGENCY DRAIN -PER CHAPTER 11 OF CPC -COPPER OR EQ., INSTALL PER MFGR. INSTRUC., SLOPED TOWARD IN-WALL DRAIN INLETS –SLOPE AND SIZE PER TABLE 1103.3 OF CPC –REF. DTL. 11/AD-1.0 2X4 STUD WALL 2X6 STUD WALL 2X8 STUD WALL 2X10 STUD WALL EXT. POCKET DOOR WALL - TYP. 2X6 EXT. FRMG. AND 2X4 INTERIOR FRAMING W/. DOUBLE TOP PLATE AND SINGLE SILL PLATE U.N.O., MIN. AIR SPACE/DOOR POCKET TO BE VERIFIED W/. DOOR MFGR. - STUDS MIN. SPACING PER STRUCT. AND EXT. FINISH MFGR. INSTRUCTION AND/OR LISTING –SEE EXT. WALL DETAILS AND STRUCT. DWGS CONCRETE WALL -12”REINFORCED CAST IN PLACE CONCRETE WALL TYP. U.N.O. PER STRUCT., REF. STRCUTC. DWGS. –FOR BASEMENT/RETAINING CONCRETE WALL PROVIDE WATERPROOFING OR DAMPPROOFING AND DRAINAGE AS REQUIRED PER SECTION R406.1 & R406.2, REF. SOILS REPORT,WATERPROOFING & DAMPROOFING NOTES ON SHEET T-1.1 –EXPOSED SURFACES TO HAVE TROWELED SMOOTH FINISH WITH A LIGHT GRAY COLOR, PROVIDE SAMPLE FOR ARCH. APPROVAL SLAB/FRAMING DEPRESSION -SEE STRUCT. DWGS. FOR THE RECESSION DETAILS - FOR RECESSION SPECIFIC TO EQUIPMENT OR ASSEMBLY VERIFY THE REQUIRED RECESSION W/. MFGR. OR FABRICATOR –SHOWER RECESSION TO BE VERIFIED W/. I.D. SEE SHEET AD-2.0 FOR THE TYPICAL DEPRESSION OF DOORS AND WINDOWS, VERIFY ALL DEPRESSIONS W/. MFGR. STUDS MIN. SPACING PER STRUCT. AND EXT. FINISH MFGR. INSTRUCTION AND/OR LISTING –SEE EXT. WALL DETAILS AND STRUCT. DWGS A-4.1 A-4.0 A-4.02A-4.1 2 1 1 1 A-5.0 1 A-5.0 1 A-5.1 1 A-5.1 3 A-5.1 3 A-5.1 3 A-5.0 3 A-5.0 2 A-5.1 2 A-5.1 6' - 0"2' - 8"17' - 9 7/8" 2 A-5.0 2 A-5.0 16' - 0 1/4"66' - 6 1/2"7' - 5 3/8" 19' - 4 3/8"3' - 0 3/4"8' - 2 1/8"3' - 0 3/4"15' - 6"10' - 5 1/2"6' - 11" 9 3/4"4' - 11 1/4"3' - 4 3/4"10' - 2 5/8"1' - 6 5/8"1' - 6 1/8"4' - 1 1/8"4' - 1 1/8"1' - 5 5/8"1' - 7 1/8"5' - 1"50' - 10 1/4"4' - 0 1/2"13' - 8 7/8"13' - 4"3' - 10 7/8"16' - 0"3' - 10 3/8"2' - 4"2' - 10 3/4"11 3/4"8' - 0"8' - 0"10 3/8"3' - 0"1' - 7 1/2"4' - 9"4' - 9"2' - 3"2' - 2 7/8"4' - 9"4' - 9"2' - 0"25' - 6 3/4"56' - 5 7/8"7' - 11 1/2" 1' - 11 1/2"13' - 9 1/8"11' - 2 1/4"1' - 4 7/8" 2' - 5 5/8"8' - 6 1/2"2' - 9"2' - 2 1/4"9' - 0"6' - 3"8' - 11"1' - 9 3/8" 10' - 5 1/2"4' - 8 7/8"2' - 2 1/8"4' - 0 1/2"12' - 1 1/4"5' - 11 1/2"2' - 10 7/8"2' - 11 1/4"3' - 0 1/4"2' - 3 5/8"7' - 6"2' - 3 5/8"3' - 3 3/8"1' - 6 1/2"DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: BRANDON ARCHITECTS ANNOTATION LEGEND GENERAL NOTESA B 01/12/2022 SECOND LEVEL DIMENSION PLANCREED RESIDENCEGREG AND CAROLYN CREED 218 VIA LIDO NORD NEWPORT BEACH, CA 92663 CDP 319 VIA LIDO SOUD NEWPORT BEACH, CA 92663 A-2.3 TBD BRIAN JOWETT PROJECT NORTHTRUE NORTH 1/4" = 1'-0"1 SECOND LEVEL DIMENSION PLAN NO. REVISION DATE PA2022-014 DIMENSION NOTE: ALL DIMS. ARE TO FACE OF STUD (F.O.S.) OR FACE OF SHT'G. (F.O.S.) TYP. U.N.O. EAVE DIMS. ARE FROM FACE OF SHT'G. TO FACE OF FINISH FASCIA ENLOSED ATTIC AND ENCLOSED RAFTER SPACES VENTING NOTES: 1. ENCLOSED ATTIC AND ENCLOSED RAFTER SPACES SHALL HAVE CROSS VENTILATION BY VENTILATION OPENING PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW UNLESS THEY MEET THE REQUIREMENT OF SECTION R806.5 FOR UNVENTED ATTIC AND UNVENTED ENCLOSED RAFTER ASSEMBLIES. VENTILATION OPENING SHALL HAVE THE LEAST DIMENSION OF 1/16”MIN. AND 1/4”MAX OTHERWISE THE OPENING SHALL HAVE THE CORROSION-RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH, PERFORATED VINYL OR SIMILAR MATERIAL WITH OPENINGS HAVE A LEAST DIMENSION OF 1/16”MIN. AND 1/4”MAX. OPENING IN ROOF FRAMING MEMBERS SHALL BE PER THE REQUIREMENT OF SECTION R802.7. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR AND SHALL BE PROTECTED TO PREVENT THE ENTRY OF BIRDS, RODENTS, SNAKES AND OTHER SIMILAR CREATURES. (R806.1) 2. THE MINIMUM NET FREE VENTILATING AREA SHOULD BE 1/150 OF THE AREA OF THE VENTED SPACE, EXCEPT FOR THE PROJECT LOCATED IN CLIMATE ZONE 14 OR 16 WITH A CLASS I OR II VAPOR RETARDER AT THE WARM-IN-WINTER SIDE OF THE CEILING AND WHERE MIN. 40% AND MAX 50% OF THE REQUIRED VENTILATION PROVIDED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE PER SECTION R806.2 THEN THE MINIMUM NET FREE VENTILATING AREA CAN BE 1/300 OF THE VENTED SPACE. (R802.2) 3. PROVIDE 1”SPACE BETWEEN THE INSULATION AND THE ROOF SHEATHING WHERE EAVE OR CORNICE VENTS PROVIDE BLOCKING, BRIDGING AND INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. (R806.3) 4. INSTALL VENTILATOR PER MANUFACTURER INSTRUCTION. INSTALL VENTILATOR IN ROOF PER SECTION R903 AND VENTILATOR IN WALL ASSEMBLIES PER SECTION R703.1. 5. FOR THE ATTIC WITH VERTICAL HEIGHT GREATER THAN OR EQUAL TO 30”(VERTICAL HEIGHT MEASURED FROM THE TOP OF CEILING JOIST TO THE BOTTOM OF THE ROOF RAFTERS) WITHIN 30S.F. MIN. PROVIDE THE OPENING WITH ROUGH-FRAMED OPENING OF NOT LESS THAN 22”X30”WHICH SHOULD BE LOCATED IN HALLWAY OR OTHER LOCATION WITH READY ACCESS. IF THE ACCESS LOCATED IN THE WALL THEN THE WIDTH SHOULD BE 22”AND HEIGHT SHOULD BE 30”MIN. IF LOCATED IN CEILING THEN THE MIN. UNOBSTRUCTED HEADROOM IN THE ATTIC SHOULD BE 30”FROM THE BOTTOM OF CEILING JOIST AT SOME POINT. ROOF DRAINAGE: IF THE PROJECT LOCATED IN THE AREA WITH EXPANSIVE OR COLLAPSIBLE SOILS, WATER RUNOFF FROM ROOFS OF ALL DWELLINGS SHALL BE DISCHARGED TO THE GROUND SURFACE NOT LESS THAN 5 FEET FROM FOUNDATION WALLS OR TO AN APPROVED DRAINAGE SYSTEM. (R801.3) -REF.CIVIL DWGS FOR STORM WATER MANAGMENT AND SYSTEM. WEATHER PROTECTION: 1. ROOF DECKS SHALL BE COVERED WITH APPROVED ROOF COVERINGS SECURED TO THE BUILDING OR STRUCTURE IN ACCORDANCE WITH THE CHAPTER 9 OF THE CURRENT CRC. ROOF ASSEMBLIES SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE CHAPTER 9 OF CRC AND THE APPROVED MANUFACTURER’S INSTRUCTIONS SUCH THAT THE ROOF ASSEMBLY SHALL SERVE TO PROTECT THE BUILDING OR STRUCTURE. (R903.1) 2. PROVIDE AND INSTALL FLASHING TO PREVENT ENTRY OF MOISTURE TO WALL AND ROOF ASSEMBLIES THRU THE JOINTS IN COPINGS, PERMEABLE MATERIAL, AND AT INTERSECTION WITH PARAPET WALLS AND OTHER PENETRATION THRU ROOF. (R903.2) 3. FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. A FLASHING SHALL BE INSTALLED TO DIVERT THE WATER AWAY FROM WHERE THE EAVE OF A SLOPED ROOF INTERSECTS A VERTICAL SIDEWALL. WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019 INCH (0.5 MM) (NO. 26 GALVANIZED SHEET). (R903.2.1) 4. A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY OR PENETRATION MORE THAN 30 INCHES (762 MM) WIDE AS MEASURED PERPENDICULAR TO THE SLOPE. CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME MATERIAL AS THE ROOF COVERING. EXCEPT FOR UNIT SKYLIGHTS INSTALLED IN ACCORDANCE WITH HYPERLINK "HTTPS://CODES.ICCSAFE.ORG/LOOKUP/CRC2019P1_PT03_CH03_SECR308.6" SECTION R308.6 AND FLASHED IN ACCORDANCE WITH THE MANUFACTURER’S INSTRUCTIONS SHALL BE PERMITTED TO BE INSTALLED WITHOUT A CRICKET OR SADDLE. (R903.2) 5. PARAPET WALLS SHALL BE PROPERLY COPED WITH NONCOMBUSTIBLE, WEATHERPROOF MATERIALS OF A WIDTH NOT LESS THAN THE THICKNESS OF THE PARAPET WALL. (R903.3) 6. UNLESS ROOFS ARE SLOPED TO DRAIN OVER ROOF EDGES, ROOF DRAINS SHALL BE INSTALLED AT EACH LOW POINT OF THE ROOF. IF WATER CAN BE ENTRAPPED WITHIN THE ROOF AREA THEN SECONDARY EMERGENCY OVERFLOW ROOF DRAINS OR SCUPPERS SHALL BE PROVIDED PER SECTION R903.4.1. (R903.4) MISC. NOTES: 1. INSTALL ROOF PER ROOFING MFG'R. SPECS & INSTALLATION GUIDELINE 2. ARCH. TO APPV. SIZE, COLOR & PROFILE OF EAVE & RAKE COMPONENTS. G.C. TO PROVIDE MOCK-UPS. 3. UNVENTED ENCLOSED RAFTER ASSEMBLY: NO INTERIOR CLASS I VAPOR RETARDER SHALL BE INSTALLED ON THE CEILING SIDE (ATTIC FLOOR) OF THE UNVENTED ATTIC ASSEMBLY OR ON THE CEILING SIDE OF THE UNVENTED ENCLOSED ROOF FRAMING ASSEMBLY. 4. REF. WOOD OR WOODBASE PRODUCT NOTES ON FLOOR PLANS 1 A-5.0 1 A-5.0 1 A-5.1 1 A-5.1 3 A-5.1 3 A-5.1 3 A-5.0 3 A-5.0 2 A-5.1 2 A-5.1 3' - 6 3/4"2' - 4 1/2"2 A-5.0 2 A-5.0 35.12' 34.77' 35.21' 36.40' 36.40' 36.41' 35.87' 35.84' 36.44' 4:12 4:12 4:12 4:12 3:123:123:123:124.5:12 4.5:12 3:123:124.5:12 4.5:12 4.5:124.5:125.5:12 5.5:12 4.5:124.5:124.5:124.5:124.5:124.5:125:12 5:12 5:12 5:12 5:12 5:12 6:126:126:126:123' - 3 3/4"8 3/4"4 7/8" 5 3/4"6' - 5 5/8"5 3/4"8 3/4"5' - 10 3/4"5 3/4"4' - 0 3/4"8 3/4"4' - 7 1/4"5 3/4"8 3/4"5' - 10 3/4"8 3/4"8 3/4" 15' - 3 1/2"8 3/4" 15' - 9 1/2"2 3/4" 15' - 3 1/2"8 3/4"8 3/4"3' - 3 3/4"5 3/4"7' - 5 3/4" 1' - 10 5/8"7' - 5 3/4"8 3/4"2' - 8 3/4"13' - 9 3/4" 5 3/4"6' - 11 5/8"12' - 2 1/8"8 3/4"8 3/4"13' - 7 1/2" 1' - 2 3/4"13' - 9 3/4"8 3/4"5 3/4"3' - 6 3/4"25' - 1"5 3/4" 26' - 9 1/2"8 3/4" 1 1 1 1 1 1 1 2 3 3 4 4 5 5 79 1 1 1 1 11 1 1 1 1 3' - 3 3/4"21' - 5 5/8"17' - 0 1/4"8 3/4"8 3/4"8 3/4"8 3/4"25' - 1"5 3/4"10 1/2"1 1:12 1 6 DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: GENERAL NOTESA B KEYNOTES BRANDON ARCHITECTS 01/12/2022 ROOF PLANCREED RESIDENCEGREG AND CAROLYN CREED 218 VIA LIDO NORD NEWPORT BEACH, CA 92663 CDP 319 VIA LIDO SOUD NEWPORT BEACH, CA 92663 A-3.0 TBD BRIAN JOWETT 1 SLATE TILE - COLOR AS SEL. REF. MAT. SCHEDULE SHT. A-4.0 2 FLAT COOL ROOF, CLASS 'A' - COLOR AS SELECTED - TPO MEMBRANE - REF. MAT. SCHEDULE SHT. A-4.0 3 STANDING SEAM METAL ROOFING - REF. MAT. SCHEDULE SHT. A-4.0 4 CHIMNEY HEIGHT CAN NOT EXCEEND 2'0" ABOVE ANY POINT OF THE ROOF 10'-0 AWAY. AN ADDITIONAL 1'-0 OF HEIGHT IS ALLOWED FOR A SPARK ARRESTOR 5 PROPERTY LINE 6 SKYLIGHT - SIZE AS DIM. - 'SKYCO' ICC #ESR-3837 OR EQUIV. (REF. DTLS.) PROJECT NORTHTRUE NORTH 1/4" = 1'-0"1 ARCHITECTURAL ROOF PLAN NO. REVISION DATE PA2022-014 FIRST FLOOR F.F. 13.11' FIRST FLOOR F.F. 13.11' SECOND FLOOR F.F. 24.19' SECOND FLOOR F.F. 24.19' ROOF PLATE 32.69' ROOF PLATE 32.69' SECOND FLOOR PLATE 23.11' SECOND FLOOR PLATE 23.11' 1 A-5.0 MAX. HT. 41.44' MAX. HT. 41.44' MAX. FLAT 36.44' MAX. FLAT 36.44' GRADE PLANE 12.44' GRADE PLANE 12.44' 3 A-5.0 11 8 6 57 52 5556 74 4 .5 :1 2 4.5:12 4 .5 :1 2 4 :1 2 4:124.5:12 7' - 6"34.77' 35.12' 36.44'36.17'36.40' 222 2 23 3 3 3 3 6 6 88 8 9 10 BELLY BAND HT.9' - 11 1/4"1' - 3"SILL HT.4' - 0"HEAD HT.9' - 0"ABV. F.F.42" MIN.ABV. F.F.42" MIN2:12 11 1212 13 13 14 6 :1 2 15 1' - 1"8' - 6"29' - 0"24' - 0"TYP.7 1/2"TYP.9 1/4"TYP. 5 1/2" 1616 39.44'39.44'MAX 22'20' - 6 5/8"WINDOWS & DOORS: AUTHORIZED DEALER (PRODUCTS LISTED BELOW) SUPPLIER:ASSOCIATED BUILDING SUPPLY ADDRESS:STONE MILL DESIGN CENTER 2915 RED HILL AVE., SUITE F104, COSTA MESA, CA 92626 CONTACT:JOE YOUNAN PHONE:949-872-3319 FAX:206-666-2150 EMAIL:JYOUNAN@ABSSOCAL.COM WEB:WWW.ASSOCIATEDBUILDINGSUPPLY.COM ALUMINUM CLAD WINDOWS & PATIO DOORS MANUFACTURER: JELD-WEN WINDOWS & DOORS PRODUCT:CUSTOM COLLECTION ADDRESS:3250 LAKEPORT BLVD. P.O. BOX 1329; KLAMATH FALLS, OREGON 97601 PHONE:541-885-7412 OR 800-535-3936 FAX:541-884-3331 WEB:WWW.JELD-WEN.COM MULTI SLIDE DOORS & STOREFRONT MANUFACTURER:WESTERN WINDOW SYSTEMS PRODUCT: SERIES 600 & STOREFRONT SYSTEMS ADDRESS: 5621 S. 25TH ST., PHOENIX, AZ 85040 PHONE: 877.268.1300 WEB: WWW.WESTERNWINDOWSYSTEMS.COM WOOD SHINGLE SIDING: MANUFACTURER: TBD SPECIES: CEDER ('CLEAR HEART' OR 'A CLEAR') SIZE: TBD. VERIFY W/. ARCH. TREATMENT:STAIN & SEAL, COLOR AS SEL. (ARCH. TO APPV.) SCORE & BACK-PRIME AS NEEDED APPLICATION: PER DETAIL 5/AD-1, NO EDGE BOARDS, MITERED 'SAWTOOTH' CORNERS 16" SHINGLES W/. 7.5" EXPOSED WOOD SIDING: MANUFACTURER: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 P: 909.356.6366 COLOR: PAINTED-DUNN EDWARDS: WHITE APPLICATION: SHIPLAP 6" PLANK ROOFING: PRODUCT: SLATE, NATURAL STONE SUPPLIER: TBD COLOR:DARK GRAY, TO BE APPROVED BY ARCH. & OWNER APPLICATION: CLOSED VALLEY W./ MITERED HIP CUTS, 16 GAUGE COPPER FLASHING, STAGGERED COURSING CODE: CLASS 'A' ASSEMBLY WEIGHT:APPX. 12 PSF. METAL ROOFING (CLASS 'A') PRODUCT: STANDING SEAM COPPER ROOFING MANUFACTURER: TBD. COLOR:NATURAL, TO BE APPROVED BY ARCH. & OWNER NOTES:USE CONTINUOUS 16" OR 18" PANS -VERIFY W/. ARCH. SIZE & LOC'N. OF SEAMS. (NO TRANSVERSE SEAMS) REF. DTL. 1/A-3 WEIGHT:APPX. 2 PSF. GUTTERS: MATERIAL: METAL -COPPER/ALUM. PAINTED KYNAR SHAPE: HALF ROUND/SQUARE (5") (VERIFY W/. ARCH.) GARAGE DOORS: SUPPLIER:RANCH HOUSE DOORS WEB:WWW.RANCHHOUSEDOORS.COM STYLE: CUSTOM MATERIAL: CUSTOM BUILT, WOOD & GLASS WATERPROOF DECK MEMBRANE: MFGR:TUFFLEX POLYMERS ADDRESS:10880 POPLAR AVE., FONTANA, CA PHONE: 909.349.2016 WEB:WWW.TUFFLEXPOLYMERS.COM CODE:ICC # ESR-2505 FLASHING & WEATHERSTRIPPING PROVIDE MIN. 24 GUAGE METAL (16 OZ.) SHEETING (TO MATCH) FOR ALL EXTERIOR FLASHING & WEATHERSTRIPPING APPLICATIONS. VERIFY W/. ARCHITECT ANY UNCONVENTIONAL ENVELOPE WATERPROOFING AREAS PRIOR TO INSTALLATION. 1. FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS. 2. REF. ROOF PLAN (A-3) FOR ALL PLATE HTS. & RIDGE HTS. FIRST FLOOR F.F. 13.11' FIRST FLOOR F.F. 13.11' SECOND FLOOR F.F. 24.19' SECOND FLOOR F.F. 24.19' ROOF PLATE 32.69' ROOF PLATE 32.69' SECOND FLOOR PLATE 23.11' SECOND FLOOR PLATE 23.11' 1 A-5.1 MAX. HT. 41.44' MAX. HT. 41.44' MAX. FLAT 36.44' MAX. FLAT 36.44' GRADE PLANE 12.44' GRADE PLANE 12.44'24' - 0"29' - 0"8' - 6"1' - 1"10' - 0"3 A-5.1 2 A-5.1 2 A-5.0 1 122 34 5152 60 12 72 74 75 76 4 .5 :1 2 4.5:12 4 .5 :12 4.5:12 3:12 6 :1 2 6:12 36.40' 39.44'39.44' 36.40'36.17'BELL BAND HT.9' - 11 1/4"1 2 3 2 4 5 2 2 5 6 6 7 5 3 116 6 6 7 ABV. F.F.3' - 6"21' - 2"20' - 7 1/8"DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: MATERIAL SPECIFICATIONSA KEYNOTESC GENERAL NOTESB BRANDON ARCHITECTS 01/12/2022 EXTERIOR ELEVATIONSCREED RESIDENCEGREG AND CAROLYN CREED 218 VIA LIDO NORD NEWPORT BEACH, CA 92663 CDP 319 VIA LIDO SOUD NEWPORT BEACH, CA 92663 A-4.0 TBD BRIAN JOWETT 1/4" = 1'-0"1 NORTH ELEVATION 1 <varies> 2 <varies> 3 STONE VENEER - REF. MAT. SCHEDULE SHT. A-4.0 4 CAST-IN-PLACE CONCRETE - REF. STRUCT. 5 SLATE TILE - COLOR AS SEL. REF. MAT. SCHEDULE SHT. A-4.0 6 <varies> 7 WINDOW/DOOR TRIM - EXT. PAINT GRADE, COLOR AS SELECT, G.C. TO PROVIDE MOCK UP FOR ARCH. APPV., REF. DTLS. 8 SLATE TILE - COLOR AS SEL. REF. MAT. SCHEDULE SHT. A-4.0 9 EXPOSED STEEL COLUMN SIZE PER STRUCT. DWGS., PAINT AND SEAL AS REQ'D. 10 STEEL TRELLIS, PAINT & SEAL AS SEL. - ARCH. TO APPV. - SIZE & CONN. PER STRUCT. 11 STONE CAP - ARCH. TO APPV., G.C. TO PROVIDE SAMPLES 12 PRECAST CONCRETE HEADER AS SELECTED, ARCH. TO APPROVE 13 GUTTER - ALUMINUM W/. KYNAR FINISH, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. 14 EXTERIOR GUARDRAIL - MIN. 42" HEIGHT - 4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 15 WOOD TRELLIS, PAINT & SEAL AS SEL. - ARCH. TO APPV. - SIZE & CONN. PER STRUCT. 16 CHIMNEY HEIGHT CAN NOT EXCEEND 2'0" ABOVE ANY POINT OF THE ROOF 10'-0 AWAY. AN ADDITIONAL 1'-0 OF HEIGHT IS ALLOWED FOR A SPARK ARRESTOR 1/4" = 1'-0"2 EAST ELEVATION NO. REVISION DATE PA2022-014 WINDOWS & DOORS: AUTHORIZED DEALER (PRODUCTS LISTED BELOW) SUPPLIER:ASSOCIATED BUILDING SUPPLY ADDRESS:STONE MILL DESIGN CENTER 2915 RED HILL AVE., SUITE F104, COSTA MESA, CA 92626 CONTACT:JOE YOUNAN PHONE:949-872-3319 FAX:206-666-2150 EMAIL:JYOUNAN@ABSSOCAL.COM WEB:WWW.ASSOCIATEDBUILDINGSUPPLY.COM ALUMINUM CLAD WINDOWS & PATIO DOORS MANUFACTURER: JELD-WEN WINDOWS & DOORS PRODUCT:CUSTOM COLLECTION ADDRESS:3250 LAKEPORT BLVD. P.O. BOX 1329; KLAMATH FALLS, OREGON 97601 PHONE:541-885-7412 OR 800-535-3936 FAX:541-884-3331 WEB:WWW.JELD-WEN.COM MULTI SLIDE DOORS & STOREFRONT MANUFACTURER:WESTERN WINDOW SYSTEMS PRODUCT: SERIES 600 & STOREFRONT SYSTEMS ADDRESS: 5621 S. 25TH ST., PHOENIX, AZ 85040 PHONE: 877.268.1300 WEB: WWW.WESTERNWINDOWSYSTEMS.COM WOOD SHINGLE SIDING: MANUFACTURER: TBD SPECIES: CEDER ('CLEAR HEART' OR 'A CLEAR') SIZE: TBD. VERIFY W/. ARCH. TREATMENT:STAIN & SEAL, COLOR AS SEL. (ARCH. TO APPV.) SCORE & BACK-PRIME AS NEEDED APPLICATION: PER DETAIL 5/AD-1, NO EDGE BOARDS, MITERED 'SAWTOOTH' CORNERS 16" SHINGLES W/. 7.5" EXPOSED WOOD SIDING: MANUFACTURER: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 P: 909.356.6366 COLOR: PAINTED-DUNN EDWARDS: WHITE APPLICATION: SHIPLAP 6" PLANK ROOFING: PRODUCT: SLATE, NATURAL STONE SUPPLIER: TBD COLOR:DARK GRAY, TO BE APPROVED BY ARCH. & OWNER APPLICATION: CLOSED VALLEY W./ MITERED HIP CUTS, 16 GAUGE COPPER FLASHING, STAGGERED COURSING CODE: CLASS 'A' ASSEMBLY WEIGHT:APPX. 12 PSF. METAL ROOFING (CLASS 'A') PRODUCT: STANDING SEAM COPPER ROOFING MANUFACTURER: TBD. COLOR:NATURAL, TO BE APPROVED BY ARCH. & OWNER NOTES:USE CONTINUOUS 16" OR 18" PANS -VERIFY W/. ARCH. SIZE & LOC'N. OF SEAMS. (NO TRANSVERSE SEAMS) REF. DTL. 1/A-3 WEIGHT:APPX. 2 PSF. GUTTERS: MATERIAL: METAL -COPPER/ALUM. PAINTED KYNAR SHAPE: HALF ROUND/SQUARE (5") (VERIFY W/. ARCH.) GARAGE DOORS: SUPPLIER:RANCH HOUSE DOORS WEB:WWW.RANCHHOUSEDOORS.COM STYLE: CUSTOM MATERIAL: CUSTOM BUILT, WOOD & GLASS WATERPROOF DECK MEMBRANE: MFGR:TUFFLEX POLYMERS ADDRESS:10880 POPLAR AVE., FONTANA, CA PHONE: 909.349.2016 WEB:WWW.TUFFLEXPOLYMERS.COM CODE:ICC # ESR-2505 FLASHING & WEATHERSTRIPPING PROVIDE MIN. 24 GUAGE METAL (16 OZ.) SHEETING (TO MATCH) FOR ALL EXTERIOR FLASHING & WEATHERSTRIPPING APPLICATIONS. VERIFY W/. ARCHITECT ANY UNCONVENTIONAL ENVELOPE WATERPROOFING AREAS PRIOR TO INSTALLATION. 1. FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS. 2. REF. ROOF PLAN (A-3) FOR ALL PLATE HTS. & RIDGE HTS. FIRST FLOOR F.F. 13.11' FIRST FLOOR F.F. 13.11' SECOND FLOOR F.F. 24.19' SECOND FLOOR F.F. 24.19' ROOF PLATE 32.69' ROOF PLATE 32.69' SECOND FLOOR PLATE 23.11' SECOND FLOOR PLATE 23.11' 1 A-5.1 MAX. HT. 41.44' MAX. HT. 41.44' MAX. FLAT 36.44' MAX. FLAT 36.44' GRADE PLANE 12.44' GRADE PLANE 12.44' 3 A-5.1 2 A-5.1 2' - 0"1' - 0"2 A-5.0 18 4849 44 454648 50 7 6 5109 CLR.8' - 1 1/8"TYP.1' - 3 1/8"TYP.9 3/8"6 :1 2 6:12 6 :1 2 6:12 35.91'35.91'36.41' 1 2 2 1 3 4 5 6 ABV. F.F.42" MIN.7 88 8 99 36.44' 39.44'39.44'SILL HT.2' - 0"HEAD HT.8' - 4 3/4"8' - 6"1' - 1"10' - 0"29' - 0"24' - 0"MIN.2' - 0"MAX1' - 0"FIRST FLOOR F.F. 13.11' FIRST FLOOR F.F. 13.11' SECOND FLOOR F.F. 24.19' SECOND FLOOR F.F. 24.19' ROOF PLATE 32.69' ROOF PLATE 32.69' SECOND FLOOR PLATE 23.11' SECOND FLOOR PLATE 23.11' 1 A-5.0 MAX. HT. 41.44' MAX. HT. 41.44' MAX. FLAT 36.44' MAX. FLAT 36.44' GRADE PLANE 12.44' GRADE PLANE 12.44' 3 A-5.0 8 4 3 34 2021 22 29 31 47 77 5 :1 2 5:124:1 2 36.40'36.41'36.44'35.85' 27.86' T.W.27.80' T.W.1' - 2 1/4"10' - 0"SILL HT.3' - 0"HEAD HT.8' - 0"1 7 1 8 6 TYP.11 1/4"TYP. 5 1/2"TYP.1' - 2"2 1 1 4 5 ABV. F.F.42" MIN.8101 11 MAX 22'21' - 2"DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: MATERIAL SPECIFICATIONSA KEYNOTESC GENERAL NOTESB BRANDON ARCHITECTS 01/12/2022 EXTERIOR ELEVATIONSCREED RESIDENCEGREG AND CAROLYN CREED 218 VIA LIDO NORD NEWPORT BEACH, CA 92663 CDP 319 VIA LIDO SOUD NEWPORT BEACH, CA 92663 A-4.1 TBD BRIAN JOWETT 1 SHIP LAP SIDING, FINISH AS SELECTED - REF. MATERIAL SCHEDULE SHT. A-4.0 2 STONE VENEER - REF. MAT. SCHEDULE SHT. A-4.0 3 CAST-IN-PLACE CONCRETE - REF. STRUCT. 4 EXPOSED STEEL COLUMN SIZE PER STRUCT. DWGS., PAINT AND SEAL AS REQ'D. 5 EXPOSED STEEL BEAM SIZE PER STRUCT. DWGS., PAINT AND SEAL AS REQ'D. - COORDINATE W/. INTERIOR. 6 WOOD CAP - ARCH. TO APPV., G.C. TO PROVIDE MOCK UP 7 WOOD PANEL SIDING - EXT. GRADE MDX, PAINT AS SEL., REF. MATERIAL SCHEDULE SHT. A-4.0 8 SLATE TILE - COLOR AS SEL. REF. MAT. SCHEDULE SHT. A-4.0 9 CHIMNEY HEIGHT CAN NOT EXCEEND 2'0" ABOVE ANY POINT OF THE ROOF 10'-0 AWAY. AN ADDITIONAL 1'-0 OF HEIGHT IS ALLOWED FOR A SPARK ARRESTOR 10 STANDING SEAM METAL ROOFING - REF. MAT. SCHEDULE SHT. A-4.0 11 STONE CAP - ARCH. TO APPV., G.C. TO PROVIDE SAMPLES 1/4" = 1'-0"1 WEST ELEVATION 1/4" = 1'-0"2 SOUTH ELEVATION NO. REVISION DATE PA2022-014 REINFORCING THE EXISTING SEAWALLLOCATED AT:319 VIA LIDO SOUDNEWPORT BEACH, CA 92663GREG & CAROLYN CREED218 VIA LIDO NORDNEWPORT BEACH, CA 92663PRELIMINARY FOR CDPPRELIMINARY FOR CDPSW-0 PA2022-014 REINFORCING THE EXISTING SEAWALLLOCATED AT:319 VIA LIDO SOUDNEWPORT BEACH, CA 92663GREG & CAROLYN CREED218 VIA LIDO NORDNEWPORT BEACH, CA 92663PRELIMINARY FOR CDPPRELIMINARY FOR CDPSW-1 PA2022-014 (* ) (* ) NOTE : NOTE:REINFORCING THE EXISTING SEAWALLLOCATED AT:319 VIA LIDO SOUDNEWPORT BEACH, CA 92663GREG & CAROLYN CREED218 VIA LIDO NORDNEWPORT BEACH, CA 92663PRELIMINARY FOR CDPPRELIMINARY FOR CDPSW-2 PA2022-014