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HomeMy WebLinkAboutPA2022-148_20220712_Plans_42x30DATE 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 MAPSPECIAL INSPECTIONSSHORING & EXCAVATIONAGENCIES & SERVICES PROJECT DIRECTORY 13 24 57 68 911 10BRANDON ARCHITECT 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 07/07/22 TITLE SHEETDAHLEH RESIDENCECDM INVESTORS LLC. 331 POINSETTIA CORONA DEL MAR, CA 92625 P: 708.307.1829 CDP 2516/2518 BAYSIDE DR. CORONA DEL MAR, CA 92625 T-1.0 DAHLEH RESIDENCE 2516/2518 BAYSIDE DR. CORONA DEL MAR, CA 92625 TBD JEFF VAN VOORHIS, AIA CDM INVESTORS LLC. 331 POINSETTIA CORONA DEL MAR, CA 92625 P: 708.307.1829 TBD R MCCARTHY CONSULTING, INC. 23 CORPORATE PLAZA, STE. 150 NEWPORT BEACH, CA 92660 P: 949.629.2539 PAUL D. CRAFT, P.L.S. 8516 APEX LAND SURVEYING INC. 17853 SANTIAGO BLVD., STE. 107-285 VILLA PARK, CA 92861 P: 714.488.5006 DAVID A. PEDERSON INC. 3400 IRVINE AVE, STE 203 NEWPORT BEACH, CA 92660 DAVE@DPLANDSCAPE.COM P:949.251.8999 HAWK AND CO. SUMMER JENSEN 680 BROOKTREE ROAD SANTA MONICA, CA 90402 FMH ENGINEERING, INC. FADY HAKIM, PE 410 GODDARD, STE 200 IRVINE, CA 92618 FADYHAKIM@FMHENGINEERING.COM P: 949.245.8000 CIVILSCAPES ENGINEERING, INC. WILLIAM ROLPH, PE 28052 CAMINO CAPISTRANO, STE 213 LAGUNA NIGUEL, CA 92677 WILL@CIVILSCAPES.COM P: 949.464.8115 TBD TBD LEGAL DESCRIPTION: LOT INFORMATION: ZONED: R-2 2-UNIT RESIDENTIAL SITE AREA: 3,540 S.F. BUILDABLE AREA: 2,350 S.F. TOTAL ALLOWABLE AREA: 1.5 X 2,350 S.F. = 3,525 S.F. REQ'D. OPEN VOLUME = 2,350 S.F. X .15 = 353 S.F. (7'-6" HT. MIN.) TOTAL ALOWABLE THIRD FLOOR AREA = .20 X 2,350 S.F. = 470 S.F. EXISTING BUILDING INFORMATION: EXISTING TWO-UNIT RESIDENCE W/ GARAGE TO BE DEMOLISHED ZONING INFORMATION: FRONT SETBACK: 15 FT. REAR SETBACK: 5 FT. LEFT SETBACK: 3 FT. RIGHT SETBACK: 3 FT. APN: 459 114 10 LOT 1, IN BLOCK 331 OF CORONA DEL MAR, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, CALIFORNIA AS PER MAP RECORDED IN BOOK 3, PAGE(S) 41 AND 42, OF MISCELLANEOUS MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY CODES:NBMC (NEWPORT BEACH MUNICIPAL CODE) 2019 CRC, 2019 CFC, 2019 CEC, AND 2019 CMC 2019 CALGREEN AND 2019 CAL. ENERGY CODE, 2019 CPC, AND 2018 ISPSC OCCUPANT LOAD 2 UNITS OCCUPANCY CLASSIFICATION R-3/U OCCUPANCY SEPARATION (GARAGE)1-HR. FLOOR & FLOOR-CEILING N/A. TYPE OF CONSTRUCTION VB - SPRINKLERED FIRE SPRINKLER YES HEIGHT 3 - LEVELS FLOOR AREA REF. 7/T-1.0 ALLOWABLE BLDG. AREA (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.REF. STRUCTURAL DRAWINGS FOR SPECIAL INSPECTIONS BY ENGINEER OF RECORD 2. HERS VERIFCATION REQUIRED, REF. ENERGY CALCULATIONS 1. 2. 3. 4. 5. 6. 7. 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). POOLS, SPAS, WALLS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. 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. 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. 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 OF PERMIT ISSUANCE. DEMOLITION MAY COMMENCE 30 DAYS AFTER THE DATE OF NOTIFICATION PER NEWPORT BEACH MUNICIPAL CODE SECTION 15.02.120. PV SOLAR SYSTEM (MIN. 4.3KW DC) + 5 KWH BATTERY SYSTEM PER T-24 ELEVATOR 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 KNOWS AS CORONA DEL MAR SOUTHWEST OF PACIFIC COAST HIGHWAY. THE LOT IS APPROXIMATELY 30' WIDE BY APPROXIMATELY 118' DEEP, IT IS ZONED R-2 (TWO-UNIT RESIDENTIAL) AND IS APPROXIMATELY 3,540 S.F.. THE PROPERTY INCLUDES AN EXISTING TWO-UNIT RESIDENCE AND GARAGE. THE CLIENT PROPOSES TO DEMOLISH EXISTING IMPROVEMENTS AND BUILD A NEW 3-STORY SINGLE FAMILY RESIDENCE OF APPX. 3,034 S.F. WITH A TWO-CAR GARAGE OF APPX. 492 S.F.. THE PROGRAM INCLUDES A LARGE EAT-IN KITCHEN W/. ISLAND & PANTRY, GREAT ROOM WITH FIREPLACE, DINING AREA, POWDER ROOM, ELEVATOR, MASTER SUITE WITH FIREPLACE INCLUDING A MASTER BATH AND WALK-IN-CLOSET, THREE SECONDARY BEDROOMS WITH ATTACHED BATHS, AND LAUNDRY ROOM. THERE WILL ALSO BE A ROOF DECK WITH COVERED CABANA AREA AND BATHROOM IN AN EFFORT TO MAXIMIZE OCEAN VIEWS AND MAXIMIZE BUILDING ENVELOPE. THE PROJECT WILL BE OF A 'CONTEMPORARY' DESIGN FEATURING AMPLE INDOORS/OUTDOORS LIVING SPACES INTEGRATED WITH A MODERN 'OPEN' LIVING PLAN WITH LOTS OF GLAZING TO MAXIMIZE OCEAN/PARK VIEWS FROM LIVING SPACES AS WELL AS OUTDOOR PATIOS, DECKS, AND ROOF DECK. THE EXTERIOR MATERIALS WILL BE OF A RICH QUALITY AND HIGH DURABILITY; TO BE CONSISTING PRIMARILY OF SMOOTH STUCCO, NATRAL MASONRY VENEER (STONE), WOOD ACCENTS (T&G), METAL ROOFING WITH SOME FLAT TPO ROOFING, EXPANSIVE DOORS AND WINDOWS, AND THE USE OF METAL/WOOD DECORATIVE ACCENTS. T-1.0 TITLE SHEET SUR TOPOGRAPHIC SURVEY C1 TITLE SHEET C2 GRADING PLAN C3 STORM DRAIN PLAN C4 CONSTRUCTION POLLUTION PREVENTION PLAN L-1 LANDSCAPE COVER SHEET L-2 CONSTRUCTION PLAN L-3 CONSTRUCTION DETAILS L-4 LIGHTING PLAN L-5 IRRIGATION PLAN L-6 IRRIGATION DETAILS L-7 IRRIGATION DETAILS L-8 PLANTING PLAN L-9 PLANTING SPECIFICATIONS A-0.0 ARCHITECTURAL SITE PLAN A-0.1 SLAB EDGE PLAN AND GRADE PLANE EXHIBIT A-1.0 3D VIEWS A-2.0 FIRST AND SECOND LEVEL FLOOR PLANS A-2.1 ROOF DECK FLOOR PLAN A-2.2 FIRST AND SECOND LEVEL DIMENSION PLAN A-2.3 ROOF DECK DIMENSION PLAN A-3.0 ROOF PLAN A-4.0 EXTERIOR ELEVATIONS A-4.1 EXTERIOR ELEVATIONS SH-2 PROPOSED PERMINENT SHORING PLAN & ELEVATION SH-3 PROPOSED PERMINENT SHORING DETAILS NO. REVISION DATE C.N.B. NOTES THE MAXIMUM TIME TO COMPLETE CONSTRUCTION ON A PROJECT IS LIMITED TO THREE YEARS FROM THE DATE OF THE PERMIT FOR ALL PERMITS ISSUED AFTER AUGUST 21, 2019 AS REQUIRED BY NBMC SECTION 15.02.095. BUILDING AREA SCHEDULE LIVING FIRST LEVEL1143 SF SECOND LEVEL1794 SF THIRD LEVEL108 SF 3045 SF GARAGE GARAGE480 SF 480 SF GRAND TOTAL3525 SF TOTAL LIVING TOTAL GARAGE PA2022-0148 DEFINITIONS: (AS USED IN THESE SPECIFICATIONS) OWNER SHALL MEAN: CDM INVESTORS, LLC. ARCHITECT SHALL MEAN: BRANDON ARCHITECTS, INC., JEFF VAN HOORIS CONTRACTOR SHALL MEAN:LICENSED GENERAL CONTRACTOR HIRED TO PERFORM THE WORK UNDER THIS CONTRACT SPECIFICATIONS SHALL MEAN:WRITTEN SPECIFICATIONS IN THE PLANS OR THE "PROJECT MANUAL" (IF PROVIDED FOR THIS PROJECT) CONTRACT DOCUMENTS SHALL MEAN: WORKING DRAWINGS APPROVED FOR BUILDING PERMIT, PLUS ANY CHANGE ORDERS OR ADDENDA TO SAME. ARCHITECTURAL GENERAL NOTES: 1. CODES/GENERAL PROVISIONS: ALL WORK, CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL PROVISIONS OF THE APPLICABLE BUILDING CODES AND WITH OTHER RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR, SUB-CONTRACTORS, AND ANYONE SUPPLYING LABOR AND/OR MATERIAL TO BRING TO THE ATTENTION OF THE ARCHITECT (VERBALLY AND IN WRITING) ANY KNOWN DISCREPANCIES OR CONFLICT BETWEEN THE REQUIREMENTS OF THESE CODES AND THE CONTRACT DOCUMENTS (DRAWINGS). THE APPLICABLE CODES SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO THOSE AS LISTED IN "CODE REVIEW" BOX. (T-1.0) ALL WORK SHALL BE PERFORMED SO AS TO COMPLY WITH ALL LEGAL AND INDUSTRY REQUIREMENTS AND STANDARDS INCLUDING THE FOLLOWING: - THE CALIFORNIA BUILDING CODES, 2019 EDITIONS , AND ALL APPLICABLE RELATED SPECIALTY CODES. - THE FUNCTIONALITY STANDARDS SET FORTH IN TITLE 7 OF THE CALIFORNIA CIVIL CODE (THE "RIGHT TO REPAIR ACT"). - THE CITY OF NEWPORT BEACH MUNICIPAL CODE INCLUDING ANY WORK TIME RESTRICTION AND ANY AMENDMENT TO CALIFORNIA BUILDING CODES. - THE MANUFACTURER'S REQUIREMENTS OF RECOMMENDATIONS FOR ANY INCORPORATED PRODUCTS. 2. FEES: CONTRACTOR AND HIS SUB-CONTRACTORS SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, CONSTRUCTION TAXES AND FEES REQUIRED BY CITY, COUNTY AND STATE LAWS EXCEPT THE GENERAL BUILDING PLAN CHECK FEE AND REQUIRED REFUNDABLE DEPOSITS WHICH WILL BE PAID BY THE OWNER. CONTRACTOR SHALL ARRANGE FOR ALL METER INSTALLATIONS AND PAY ALL FEES FOR SAID METERS. CONTRACTOR SHALL PROVIDE TEMPORARY TOILET FACILITIES AND EROSION CONTROL MEASURES AS REQUIRED BY STATE AND LOCAL BUILDING CODE. 3. CONTRACTOR'S SURVEY: CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR HAVING COMPLETE KNOWLEDGE OF EXISTING CONDITIONS. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS WITH THOSE SHOWN ON THE DRAWINGS AND SHALL VERIFY GRADES, CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY VERBALLY AND IN WRITING OF DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE DEPICTED IN THE CONTRACT DOCUMENTS. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY VERBALLY AND IN WRITING OF ANY DISCREPANCIES FOUND WITHIN THE DRAWINGS AND SPECIFICATIONS. 4. COORDINATION OF CONSTRUCTION: CONTRACTOR IS SOLELY RESPONSIBLE FOR THE ACCURACY OF DETAILS; FOR CONFIRMING AND COORDINATING ALL QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION PROCESSES; FOR TECHNIQUES OF ASSEMBLY AND PERFORMANCE OF ALL WORK IN A SAFE AND SATISFACTORY MANNER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL WORK INCLUDING THAT OF THE SUB-CONTRACTORS. CONTRACTOR SHALL PROVIDE SUPERVISION OF THE JOB DURING ALL PHASES OF CONSTRUCTION ACTIVITIES. A COMPETENT SUPERINTENDENT SHALL BE SELECTED BY THE CONTRACTOR AND SHALL BE IN CHARGE OF THE JOB UNTIL ITS COMPLETION. CONTRACTOR AGREES TO BIND EVERY SUB- CONTRACTOR BY THE TERMS OF THE CONTRACT AS FAR AS SUCH TERMS ARE APPLICABLE TO THE SUB-CONTRACTOR'S WORK. 5. CLEAN-UP: ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR THE DAILY REMOVAL OF ALL DEBRIS ACCUMULATED AS A RESULT OF THEIR OPERATIONS. ALL SCRAP DEBRIS AND OTHER EXCESS MATERIAL SHALL BE LAWFULLY REMOVED FROM THE SITE, UNLESS OTHERWISE DIRECTED BY THE CONTRACTOR. 6. TESTS AND PERMITS: CONTRACTOR SHALL ARRANGE FOR, AND SECURE REQUIRED TESTS, PERMITS AND INSPECTIONS, AND SHALL BEAR COSTS FOR SAME. 7. GUARANTEES: CONTRACTOR SHALL GUARANTEE ALL WORK, MATERIALS AND PRODUCTS FOR ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK AND CONTRACTOR SHALL REPAIR OR REPLACE, OR CAUSE TO BE REPAIRED OR REPLACED ANY OR ALL SUCH WORK TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN DOING SO, THAT MAY PROVE DEFECTIVE WITHIN ONE YEAR, WITHOUT ADDITIONAL EXPENSE; ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT IS EXCEPTED. EXCEPTIONS TO ONE YEAR GUARANTEE ARE SPECIFIED IN OTHER SECTIONS OF THE PROJECT MANUAL OR DRAWINGS. STATE LAW, OR MANUFACTURER'S GUARANTEE SHALL GOVERN IF LENGTH AND TYPES OF GUARANTEES ARE MORE STRICT OR FOR LONGER PERIODS. IT IS UNDERSTOOD BY CONTRACTOR THAT IT IS HIS RESPONSIBILITY TO PROVIDE MATERIALS AND CONSTRUCTION WHICH WILL YIELD A REASONABLE VALUE OVER A PERIOD OF TIME WHICH MAY EXCEED THE SPECIFIED GUARANTEE AND WARRANTY PERIODS. CONTRACTOR SHALL BE RESPONSIBLE FOR A WEATHER TIGHT BUILDING, FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP. EACH SUB-CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE STATING THAT WORK EXECUTED BY HIM IS FREE AND WILL REMAIN FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP FOR ONE YEAR FROM DATE OF ACCEPTANCE OF HIS WORK BY OWNER, AND THAT REPAIR AND REPLACEMENT OF SUCH DEFECTIVE WORK AND ALL OTHER WORK DAMAGED AS A RESULT THEREBY WILL BE EXECUTED IN A TIMELY MANNER AT THE CONVENIENCE OF THE OWNER AND WITHOUT COST TO OWNER. 8. WAIVER OF LIENS: CONTRACTOR SHALL PROVIDE CERTIFIED RELEASE OF LIENS BY ALL SUBCONTRACTORS AND SUPPLIERS, OR ANYONE PROVIDING MATERIALS AND/OR LABOR AS THEY BECOME AVAILABLE. 9. ROLL OF ARCHITECT DURING CONSTRUCTION: THE ARCHITECT WILL NOT ACT AS THE OWNER'S REPRESENTATIVE DURING CONSTRUCTION. ARCHITECT WILL ADVISE AND CONSULT WITH OWNER. ARCHITECT WILL OBSERVE CONSTRUCTION PER HIS/HER AGREEMENT WITH OWNER AND RENDER INTERPRETATIONS NECESSARY FOR THE PROPER EXECUTION OR PROGRESS OF THE WORK IN ACCORDANCE WITH THE INTENT OF THE PLANS AND SPECIFICATIONS. ARCHITECT WILL NOT BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS OR OMISSIONS, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS, OF THE CONTRACTOR, SUB-CONTRACTORS, OR ANY OF THEIR AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. ANY VERBAL INSTRUCTION OR AUTHORIZATION THAT IS CONFIRMED BY LETTER, MEETING NOTE, MEMORANDA, OR THE LIKE, (WITH A COPY SENT TO THE OWNER, OR THE OWNER'S REPRESENTATIVE) & THERE IS NO EXCEPTION TAKEN WITHIN (10) CALENDAR DAYS, SHALL BE DEEMED EQUIVALENT TO RECEIPT OF WRITTEN INSTRUCTION, APPROVAL AND AUTHORIZATION FROM THE OWNER. 10. A.I.A. GENERAL CONDITIONS: THE CURRENT GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION PUBLISHED BY THE AMERICAN INSTITUTE OF ARCHITECTS SHALL APPLY AS THOUGH IT WERE PART OF THESE DOCUMENTS UNLESS SPECIFICALLY MODIFIED IN THE OWNER/CONTRACTOR AGREEMENT. A COPY OF SAID GENERAL CONDITIONS MAY BE OBTAINED FROM THE ARCHITECT UPON REQUEST. THE NOTES CONTAINED IN THESE "GENERAL NOTES" ON THIS SHEET ARE INTENDED TO SUMMARIZE AND COMPLIMENT THE A.I.A. GENERAL CONDITIONS. THE A.I.A. GENERAL CONDITIONS SHALL TAKE PRECEDENCE OVER THESE NOTES SHOULD A CONFLICT IN WORDING OCCUR. 11. EXTRAS: OWNER MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, ADDING TO OR DEDUCTING FROM THE WORK, THE CONTRACT SUM BEING ADJUSTED TO THE MUTUAL SATISFACTION OF THE OWNER AND CONTRACTOR. BEFORE ANY CHANGES ARE BEGUN, THE ADDED OR DEDUCTED SUM SHALL BE PRESENTED TO OWNER IN WRITING FOR APPROVAL. 12. SUBSTITUTIONS: SUBSTITUTIONS OF MATERIALS OR METHODS PROPOSED BY THE CONTRACTOR OR HIS SUB-CONTRACTORS CONTRARY TO DRAWINGS AND SPECIFICATIONS SHALL BE SUBMITTED TO ARCHITECT IN WRITING FOR APPROVAL OR DENIAL. IF MORE THAN ONE MANUFACTURER IS SPECIFIED IN THE PLANS OR SPECIFICATIONS, IT SHALL BE THE CONTRACTOR'S OPTION TO SELECT THE ONE WHICH HE MAY DESIRE. IF MORE THAN ONE FINISH OR STYLE IS AVAILABLE IN THE ITEM SPECIFIED, CONTRACTOR SHALL BE OBLIGATED TO NOTIFY ARCHITECT VERBALLY AND IN WRITING OF THIS FACT FOR ARCHITECT'S AND OWNER'S DECISION. WHERE THE TERM "OR EQUAL" IS USED IN DRAWINGS OR SPECS IT SHALL BE UNDERSTOOD THAT THE REFERENCE IS MADE SUBJECT TO THE RULING AND JUDGMENT OF THE ARCHITECT AND SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. ACTUAL SAMPLES OF THE SUBSTITUTIONS SHALL ALSO BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. 13. INSURANCE: CONTRACTOR SHALL CARRY GENERAL LIABILITY INSURANCE WITH BROAD FORM PROPERTY DAMAGE ENDORSEMENT AND CONTINGENT LIABILITY ENDORSEMENT. OWNER AND ARCHITECT SHALL BE LISTED AS ADDITIONAL INSURERS UNDER THE POLICY WITH WAIVER OF SUBROGATION. CONTRACTOR SHALL FURNISH OWNER WITH A CERTIFICATE OF INSURANCE WITH A 30 DAY NOTICE OF CANCELLATION. OWNER SHALL OBTAIN A BUILDER'S RISK POLICY WITH ARCHITECT NAMED AS AN ADDITIONAL INSURED WITH WAIVER OF SUBROGATION. 14. SCOPE OF DRAWINGS AND SPECIFICATIONS: THESE DRAWINGS AND SPECIFICATIONS SHALL BE INTENDED TO SHOW AND DESCRIBE DETAILS FOR A CONSTRUCTIBLE BUILDING. PARTS AND DETAILS NOT FULLY SHOWN OR DESCRIBED SHALL BE DETAILED AND EXECUTED ACCORDING TO STANDARD FIRST CLASS PRACTICE AND IN SIMILAR MANNER AND SPIRIT OF THE DETAILS WHICH ARE SHOWN ON THE DRAWINGS AND/OR DESCRIBED IN THE PROJECT MANUAL. IF CONTRACTOR OR SUB-CONTRACTOR FINDS ANY DETAILS WHICH, IN HIS OPINION, ARE UNSOUND, UNSAFE, OR NOT WATERPROOF, IT IS HIS DUTY TO NOTIFY ARCHITECT IN WRITING OF THIS FACT. IF WORK IS PERFORMED AS DETAILED, IT WILL BE ASSUMED THAT THERE ARE NO OBJECTIONS TO THE DETAIL. ACCURACY OF ALL DIMENSIONS SHALL BE CHECKED. NO EXTRA COMPENSATION WILL BE ALLOWED FOR DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND THOSE INDICATED ON THE DRAWINGS. IN USING THESE PLAN FOR BIDDING OR CONSTRUCTION PURPOSES, ALL CONTRACTORS ARE REQUIRED TO REVIEW AND TREAT THEM AS A WHOLE IN ORDER TO IDENTIFY ALL REQUIREMENTS THAT DIRECTLY OR INDIRECTLY AFFECT THEIR PORTION OF THE WORK, EVEN REQUIREMENTS LOCATED IN SECTIONS DESIGNATED AS APPLICABLE TO OTHER TRADES. IN CASE OF CONFLICTS, THE AFFECTED CONTRACTOR IS REQUIRED TO EITHER OBTAIN DIRECTION FROM AN APPROPRIATE REPRESENTATIVE OF THE OWNER, OR OTHERWISE TO APPLY THE MORE STRINGENT STANDARD. THESE PLANS ARE INTENDED TO SET FORTH THE REQUIREMENTS FOR CONSTRUCTION IN ONLY AN INDUSTRY-STANDARD LEVEL OF QUALITY AND DETAIL, AND THEY ARE INTENDED TO BE SUPPLEMENTED BY APPROPRIATE REQUESTS FOR CLARIFICATION AND INFORMATION. ERRORS AND OMISSIONS ARE TO BE EXPECTED AND ANTICIPATED, AND ALL CONTRACTORS ARE REQUIRED TO CAREFULLY REVIEW THESE PLANS FOR ERRORS AND OMISSIONS AND TO BRING THESE ERRORS AND OMISSIONS TO THE ATTENTION OF A APPROPRIATE OWNER & ARCHITECT IN WRITING IN A TIMELY MANNER; AND ANY CONTRACTOR WHO FAILS TO DO SO BEFORE BIDDING OR OTHERWISE PROCEEDING ASSUMES THE RISK OF ANY CONSEQUENCES. SCALED DIMENSIONS SHOULD BE CONSIDERED ONLY APPROXIMATE; AND IN ANY DIMENSIONS BEFORE PROCEEDING WITH ANY AFFECTED PROCUREMENT, FABRICATION OR CONSTRUCTION. SCHEMATIC PLANS ARE INTENDED ONLY TO DEMONSTRATE THE RELATIONSHIP AMONG COMPONENT PARTS, AND NOT TO DEPICT SPECIFIC LOCATIONS (E.G. SCHEMATIC ELECTRICAL PLANS). 15. DIMENSIONS ON DRAWINGS: FIGURED DIMENSIONS SHALL BE FOLLOWED IN PREFERENCE TO SCALE, AND DETAIL DRAWINGS IN PREFERENCE TO SMALL SCALE DRAWINGS. SUB-CONTRACTOR AND CONTRACTOR SHALL CHECK ACCURACY OF ALL DIMENSIONS IN THE FIELD PRIOR TO ANY WORK BEING CONSTRUCTED OR MATERIALS OR PRODUCTS FABRICATED OR ORDERED. SPECIFICATIONS AND WRITTEN NOTES AND SCHEDULES ON DRAWINGS SHALL BE FOLLOWED IN PREFERENCE TO INFORMATION FURNISHED IN THE FORM OF LINE DRAWINGS. DETAILED DRAWINGS FURNISHED DURING CONSTRUCTION OR APPROVED BY CONTRACTOR OR ARCHITECT ARE TO BE CONSIDERED EXPLANATORY AND NOT AS CHANGES TO DRAWINGS AND SPECIFICATIONS. NOTES, FIGURES AND DETAILS ON SAID DRAWINGS SHALL BE FOLLOWED AND EXECUTED AS IF PART OF THESE DOCUMENTS. DRAWINGS ARE NOT TO BE SCALED UNLESS PERMITTED BY THE ARCHITECT. DIMENSIONS SHALL GOVERN. ALL EXTERIOR DIMENSIONS ARE BASED ON NOMINAL SIZES OF MEMBERS AND ARE GIVEN TO THE OUTER FACE OF SUCH MEMBERS, UNLESS OTHERWISE NOTED ON DRAWINGS. INTERIOR PARTITIONS ARE DIMENSIONED FROM FACE OF STRUCTURE TO FACE OF STRUCTURE UNLESS OTHERWISE NOTED ON DRAWINGS. WHERE DIMENSION IS LABELED "CLEAR" IT IS TAKEN FROM THE FACE OF FINISH TO FACE OF FINISH OF EACH MATERIAL. PLUS OR MINUS (+/-) DIMENSIONS SHALL NOT VARY BY MORE THAN 2" WITHOUT APPROVAL BY ARCHITECT. WALL ANGLES ARE EITHER 90° OR 45° UNLESS NOTED OTHERWISE. 16. SUBMITTALS, MEETING NOTES, BULLETINS, AND MEMOS: SUBMITTALS WILL BE REVIEWED BY THE ARCHITECT, IF AT ALL, ONLY PURSUANT TO THE INDUSTRY-STANDARD PROTOCOL SET FORTH IN AIA DOCUMENT A201-2017; AND IN NO EVENT WILL THE SUBMITTAL REVIEW PROCESS RELIEVE OR LESSEN THE SUBMITTING CONTRACTOR'S RESPONSIBILITY FOR AN INAPPROPRIATE SUBMITTAL. ARCHITECT, FROM TIME TO TIME, WILL ISSUE CONSTRUCTION NOTES OR MEMOS REGARDING CONSTRUCTION ISSUES THAT HAVE ARISEN SINCE THE DRAWINGS AND SPECIFICATIONS WERE COMPLETED. CONTRACTOR SHALL REVIEW THESE WRITTEN DOCUMENTS AND INCORPORATE THEM INTO THE PROJECT. ANY QUESTIONS OR OBJECTIONS AS TO THE INTENT OF THE WRITTEN DOCUMENT ITEMS WILL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT FOR DISCUSSION AND OR CLARIFICATION. ANY ITEM THAT RESULTS IN A CHANGE TO THE COST OR TIMING OF THE PROJECT SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER & ARCHITECT PRIOR TO EXECUTING. CONTRACTOR SHALL SUBMIT FABRICATION SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO ORDERING AND/OR FABRICATION. CONTRACTOR SHALL SUBMIT MANUFACTURER'S CUTS FOR ALL FIXTURES AND EQUIPMENT CALLED FOR ON THE CONSTRUCTION DOCUMENTS TO ARCHITECT INCLUDING BUT NOT LIMITED TO LIGHT FIXTURES, HARDWARE, PLUMBING FIXTURES, KITCHEN EQUIPMENT, ETC. BY SUBMITTING SHOP DRAWINGS AND PRODUCT DATA, THE CONTRACTOR REPRESENTS THAT HE/SHE HAS VERIFIED FIELD CONDITIONS, DIMENSIONS AND RELATED CONSTRUCTION AND HAS COORDINATED THE SUBMISSION CONSTRUCTION WITH THE REQUIREMENTS OF ALL OTHER RELATED WORK IN THE CONSTRUCTION DOCUMENTS. ALL SHOP DRAWINGS AND CUTS MARKED "REVIEWED" BY ARCHITECT, ARE FOR VERIFICATION OF ADHERENCE TO THE DESIGN INTENT ONLY. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL MEANS AND METHODS AND ERRORS AND OMISSIONS ON THEIR DRAWINGS. CONTRACTOR TO SUBMIT A COMPLETE SHOP DRAWINGS AND OR SUBMITTAL FOR APPROVAL BEFORE COMMENCING FABRICATION AND/OR INSTALLATION OF ALL APPLICABLE ITEMS. ALL SHOP DRAWINGS DIMENSIONS SHALL BE FIELD VERIFIED, REVIEWED AND APPROVED BY CONTRACTOR BEFORE SUBMITTAL. SHOP DRAWINGS WHICH ARE INCOMPLETE OR LACKING SUFFICIENT INFORMATION WILL BE RETURNED WITHOUT REVIEW. SUBMIT SAMPLES FOR INITIAL SELECTION PURPOSES OF ACTUAL VENEERS SHOWING A FULL RANGE OR GRAIN VARIATION, FINISH AND PATTERNS PROPOSED. SUBMIT SAMPLES AS REQUIRED UNTIL APPROVED BY ARCHITECT. SAMPLES SHALL BE 12" X 12" MIN., ONE UNIT OF EACH TYPE AND FINISH. 17. ERRORS AND OMISSIONS: ERRORS OR OMISSIONS WHICH APPEAR ON THE DRAWINGS, IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT BY THE CONTRACTOR AND TO THE CONTRACTOR BY THE SUB-CONTRACTOR IN WRITING. IN EVENT OF FAILURE OF SUB-CONTRACTOR TO GIVE SUCH WRITTEN NOTIFICATION BEFORE CONSTRUCTION OR FABRICATIONS OF THE WORK, HE WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COSTS OF RECTIFYING SAME. HOWEVER, DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY AND WORK CALLED FOR ON ONE AND NOT THE OTHER SHALL BE PROVIDED AS THOUGH FULLY SET FORTH IN BOTH. 18. BARRICADES: CONTRACTOR SHALL ERECT AND PROPERLY MAINTAIN AT ALL TIMES AS REQUIRED BY CONDITIONS AND PROGRESS OF THE WORK, ALL NECESSARY PROTECTIVE BARRICADES, FENCES AND OTHER SAFEGUARDS FOR THE PROTECTION OF THE WORKERS AND THE PUBLIC. THESE BARRICADES SHALL BE CONSTRUCTED AND BE LOCATED AS SHALL BE DETERMINED BY LOCAL AUTHORITIES AND CODES. 19. TEMPORARY BRACING: AT ALL TIMES DURING CONSTRUCTION ACTIVITIES OR ERECTION OF PROJECT OR ITS COMPONENT PARTS, PRIOR TO COMPLETION OF THE STRUCTURAL FRAME OR REPLACEMENT AND PERMANENT CONNECTION OF COMPONENT MEMBERS TO THE STRUCTURAL FRAME, SUB-CONTRACTORS SHALL PROVIDE, INSTALL AND MAINTAIN PROPERLY DESIGNED AND CONSTRUCTED TEMPORARY BRACING OF ADEQUATE STRENGTH TO PREVENT DISLOCATION, DISTORTION, CRACKING, FALLING OFF, OR ANY OTHER DAMAGE TO WORK OR ANY OF ITS COMPONENT PARTS DUE TO FORESEEABLE NORMAL AS WELL AS NOT FORESEEABLE EXCESSIVE WIND AND EARTHQUAKE FORCES WITHOUT ADDITIONAL COST TO OWNER. CONTRACTOR AND HIS SUBCONTRACTORS SHALL, AT THEIR EXPENSE, REPLACE OR REPAIR, AS DIRECTED, DAMAGED PORTIONS OF THEIR WORK OR COMPONENT PARTS. 20. TOXIC SUBSTANCES REMOVAL: PRIOR TO ANY WORK BEING PERFORMED, WHENEVER THERE ARE EXISTING STRUCTURES TO BE REMOVED OR ALTERED, CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND REMOVAL OF ANY TOXIC MATERIALS OR SUBSTANCES AS REQUIRED BY THE STATE OF CALIFORNIA INCLUDING BUT NOT LIMITED TO ASBESTOS, LEAD PAINTS, MOLD, ETC. REMOVAL AND DISPOSAL SHALL FOLLOW STATE MANDATED METHODS, PROCEDURES, DOCUMENTATION AND APPLICATION REQUIREMENTS. 21. NO CHANGES ARE TO BE MADE ON THESE PLANS WITHOUT THE KNOWLEDGE OR CONSENT OF THE ARCHITECT/ ENGINEER WHOSE SIGNATURE APPEARS HERON. 22. NO FRAMING OF ANY TYPE TO BE CONCEALED PRIOR TO INSPECTION BY GOVERNING AGENCIES. 23. REFERENCES TO ANY DETAIL OR DRAWINGS IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE APPLICATION OF SUCH DETAIL OR DRAWINGS. 24. USE 2X6 MINIMUM STUDS FOR PLUMBING WALLS 25. MAINTENANCE INFORMATION: THE BUILDER SHALL PROVIDE TO THE BUILDING OWNER AT OCCUPANCY MAINTENANCE INFORMATION FOR ALL FEATURES, MATERIALS, COMPONENTS, AND MANUFACTURED INFORMATION FOR ALL FEATURES, MATERIALS, AND COMPONENTS AND MANUFACTURED DEVICES THAT REQUIRE ROUTINE MAINTENANCE FOR EFFICIENT OPERATION. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY STATED AND INCORPORATED ON A READILY ACCESSIBLE LABEL. THE LABEL MAY BE LIMITED TO IDENTIFYING, BY TITLE AND/OR PUBLICATION NUMBER, THE OPERATION AND MAINTENANCE MANUAL FOR THAT PARTICULAR MODEL AND TYPE OF FEATURE, MATERIAL, COMPONENT, OR MANUFACTURED DEVICE. (SEE CALGREEN NOTES FOR ADDITIONAL REQUIREMENTS OF OPERATION & MAINTENANCE MANUAL) 26. GENERAL CONTRACTOR, CONTRACTORS, SUB-CONTRACTORS AND BUILDERS TO COORDINATE ALL ENGINEERING AND MECHANICAL DRAWINGS WITH ARCHITECTURAL DRAWINGS BEFORE PROCEEDING WITH WORK. IF DISCREPANCIES ARE APPARENTLY OBSERVED OR INFORMATION APPARENTLY IS THOUGHT TO BE MISSING, NOTIFY ARCHITECT WITHIN 24 HOURS WITH SKETCH, DRAWING, PDF, PHOTOCOPIES WITH LEGIBLE HANDWRITTEN NOTES AND/OR WRITING (FAX, EMAIL OR CORRESPONDENCE). IF CONFLICT WITH EXISTING CONDITIONS, PROVIDE DOCUMENTATION (PHOTOS, SKETCHES, DWGS) OF EXISTING CONDITIONS AND SUGGEST PROPOSAL(S) FOR SOLUTION (SKETCH, DRAWING, AND/OR WRITING). IN CASE OF ANY DISCREPANCIES, THE ARCHITECT IS THE SOLE INTERPRETER OF THE CONTRACT DOCUMENTS. 27. CONTRACTOR SHALL NOTIFY ARCHITECT FOR CLARIFICATION PRIOR TO BIDDING OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. BID SHALL BE BASED ON THE MOST STRINGENT REQUIREMENT . 28. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY UNEXPECTED OR UNKNOWN FIELD CONDITIONS, ERRORS, OMISSIONS, OR DISCREPANCIES IN THE DRAWINGS, PROJECT MANUAL, OR CONTRACT DOCUMENTS PRIOR TO PROCEEDING WITH THE WORK OR SHOP FABRICATIONS. 29. CONTRACTOR SHALL PREPARE AND MAINTAIN ALL CONSTRUCTION, AND SURROUNDING AREAS, FREE OF DEBRIS OR HAZARDOUS MATERIALS AT ALL TIMES. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT DUST FROM RISING. 30. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR THE REPLACEMENT OF ANY ITEMS DAMAGED DURING CONSTRUCTION OR CLEAN-UP. ANY DAMAGE TO EXISTING STRUCTURES DURING THE CONSTRUCTION OR THE NEW WORK SHALL BE REPAIRED TO EQUIVALENT OR BETTER THAN ORIGINAL CONDITION AT CONTRACTOR'S EXPENSE. 31. ALL OSHA REGULATIONS FOR CONSTRUCTION AREAS SHALL BE STRICTLY FOLLOWED. CONTRACTOR SHALL PROVIDE PROPER SAFEGUARDS DURING ALL PHASES OF CONSTRUCTION. 32. CONTRACTOR TO REMOVE, RELOCATE OR RE-ROUTE, AS NECESSARY, ELECTRICAL, TELEPHONE, WATER, SEWER, GAS OR ANY OTHER UTILITY LINES ENCOUNTERED AND SHALL COORDINATE THIS WORK WILL ALL LOCAL UTILITY COMPANIES. 33. CONTRACTOR SHALL PROVIDE TEMPORARY WEATHER PROTECTION FOR PORTIONS OF THE WORK THAT BECOME EXPOSED TO WEATHER AND SHALL BE RESPONSIBLE FOR DAMAGE CAUSED BY INSUFFICIENT PROTECTION. 34. CONTRACTOR TO OBTAIN WRITTEN APPROVAL FROM OWNER AND ARCHITECT PRIOR TO ANY CHANGES OR DEVIATION FROM CONTRACT DOCUMENTS. 35. CONTRACTOR SHALL SUBMIT IN WRITING ALL PROPOSALS FOR ADDITIONAL WORK TO THE OWNER FOR REVIEW AND APPROVAL. NO WORK IS TO PROCEED UNTIL AN AUTHORIZATION TO PROCEED; SIGNED BY THE ARCHITECT & OWNER'S REPRESENTATIVE IS RETURNED TO THE GENERAL CONTRACTOR. 36. CONTRACTOR SHALL BE AWARE THAT SPECIFIC FIRE-RATED SEPARATION WITHIN THE BUILDING'S CONSTRUCTION IS REQUIRED BY CODE. THE USE OF SPECIFIC MATERIALS AND COMBINATION OF MATERIALS WITHIN FIRE RATED ASSEMBLIES, AS CALLED FOR ON THE DRAWINGS AND SPECIFICATIONS, ARE FOR THE PURPOSE OF ACHIEVING THOSE REQUIRED FIRE SEPARATIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT ANY CHANGE IN MATERIAL THAT IS REQUESTED BY OR MADE BY THE CONTRACTOR AND/OR ITS SUBCONTRACTORS, FROM THOSE MATERIALS DRAWN OR SPECIFIED, DOES NOT IN ANY WAY AFFECT OR LESSEN THE REQUIRED CONSTRUCTION ASSEMBLY INTEGRITY. SPECIFIC SEQUENCES OR METHODS OF ACHIEVING FIRE RATED ASSEMBLIES REQUIRED BY A "U.L. NO." LISTING SHALL BE FOLLOWED WITHOUT DEVIATION, UNLESS OTHERWISE NOTED OR DETAILED. 69. CONTRACTOR TO FURNISH AND INSTALL ALL BLOCKING REQUIRED FOR WALL MOUNTED OR BRACED FIXTURES, MILLWORK, SHELVES, TOILET FIXTURES, AND ACCESSORIES OR 'BY OTHER' ITEMS DESCRIBED IN INTERIOR DESIGN AND ARCHITECTURAL DRAWINGS. BLOCKING SHALL BE CONSTRUCTED TO SUPPORT THE IMPOSED LOAD. 37. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE SUPPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED AND CONDITIONED AS DIRECTED BY THE MANUFACTURERS AND REQUIRED BY CODE. 38. PRIOR TO CONSTRUCTION, CONTRACTOR TO VERIFY/COORDINATE UTILITY REQUIREMENTS FOR ALL OWNER/VENDOR FURNISHED EQUIPMENT, FIXTURES OR APPLIANCES. 39. CONTRACTOR SHALL PROVIDE ALL NECESSARY FASTENERS, SUPPORTS, SHIMMING, FLASH PATCHING, ETC. FOR THE PROPER INSTALLATION OF SUCH ITEMS AS DIRECTED BY THE MANUFACTURERS. 40. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL GIVE TO THE OWNER A COMPLETE SET OF AS-BUILT CIVIL, LANDSCAPE, ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND FIRE PROTECTION DRAWINGS ALONG WITH THE WRITTEN GUARANTIES, OPERATION AND MAINTENANCE MANUALS OF ALL EQUIPMENT AND FINISHES INSTALLED. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF AS-BUILT DRAWINGS AND SPECIFICATIONS. INFORMATION SHALL BE RECORDED BY CONTRACTOR AS CONSTRUCTION PROGRESSES AND REVIEWED FOR COMPLETENESS AT EACH REQUISITION REQUEST. 41. CONTRACTOR IS RESPONSIBLE TO THOROUGHLY VACUUM CLEAN ALL CARPETED AREAS, CLEAN ALL FLOORING, MILLWORK, LIGHT FIXTURES, GLASS, ETC. AND UNCOVER AND VACUUM OUT ALL MECHANICAL UNITES AFTER THE WORK IS COMPLETED AND MAINTAIN CLEAN CONDITIONS THROUGH THE TENANT'S MOVE-IN. WATERPROOFING AND DAMPPROOFING NOTES: R406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER OF (A) THE TOP OF THE FOOTING OR (B) 6 INCHES (152 MM) BELOW THE TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8-INCH (9.5 MM) PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE DAMPPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1. BITUMINOUS COATING. 2. THREE POUNDS PER SQUARE YARD (1.63 KG/M2) OF ACRYLIC MODIFIED CEMENT. 3. ONE-EIGHTH-INCH (3.2 MM) COAT OF SURFACE-BONDING CEMENT COMPLYING WITH ASTM C887. 4. ANY MATERIAL PERMITTED FOR WATERPROOFING IN SECTION R406.2. 5. OTHER APPROVED METHODS OR MATERIALS. EXCEPTION: PARGING OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A MATERIAL IS APPROVED FOR DIRECT APPLICATION TO THE MASONRY.CONCRETE WALLS SHALL BE DAMPPROOFED BY APPLYING ANY ONE OF THE LISTED DAMPPROOFING MATERIALS OR ANY ONE OF THE WATERPROOFING MATERIALS LISTED IN SECTION R406.2 TO THE EXTERIOR OF THE WALL. R406.2 CONCRETE AND MASONRY FOUNDATION WATERPROOFING IN AREAS WHERE A HIGH WATER TABLE OR OTHER SEVERE SOIL-WATER CONDITIONS ARE KNOWN TO EXIST, EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE WATERPROOFED FROM THE HIGHER OF (A) THE TOP OF THE FOOTING OR (B) 6 INCHES (152 MM) BELOW THE TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1. TWO-PLY HOT-MOPPED FELTS. 2. FIFTY-FIVE-POUND (25 KG) ROLL ROOFING. 3. SIX-MIL (0.15 MM) POLYVINYL CHLORIDE. 4. SIX-MIL (0.15 MM) POLYETHYLENE. 5. FORTY-MIL (1 MM) POLYMER-MODIFIED ASPHALT. 6. SIXTY-MIL (1.5 MM) FLEXIBLE POLYMER CEMENT. 7. ONE-EIGHTH-INCH (3 MM) CEMENT-BASED, FIBER-REINFORCED, WATERPROOF COATING. 8. SIXTY-MIL (1.5 MM) SOLVENT-FREE LIQUID-APPLIED SYNTHETIC RUBBER. ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. EXCEPTION: ORGANIC-SOLVENT-BASED PRODUCTS SUCH AS HYDROCARBONS, CHLORINATED HYDROCARBONS, KETONES AND ESTERS SHALL NOT BE USED FOR ICF WALLS WITH EXPANDED POLYSTYRENE FORM MATERIAL. USE OF PLASTIC ROOFING CEMENTS, ACRYLIC COATINGS, LATEX COATINGS, MORTARS AND PARGINGS TO SEAL ICF WALLS IS PERMITTED. COLD-SETTING ASPHALT OR HOT ASPHALT SHALL CONFORM TO TYPE C OF ASTM D449. HOT ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LESS THAN 200°F (93°C). 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. DUCTS PENETRATION: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE GARAGE (R302.5.2) STAIRWAY ILLUMINATION: 1.INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS OF NOT LESS THAN 1 FOOT- CANDLE (11 LUX) AS MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. (R303.7) EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. 2.EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. (R303.8) 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. ALL FIXTURES AND FITTINGS SHALL COMPLY WITH THE MAX FLOW RATE SET BY CALGREEN (CALIFORNIA GREEN BUILDING STANDARD CODE) AND CALIFORNIA PLUMBING CODES. G.C. TO VERIFY PRIOR TO PURCHASE AND INSTALL OF ANY FIXTURE AND FITTING 2. MAX. TEMP. OF 120° TO BE APPROVED BY THE USE OF PRESSURE BALANCE OR THERMOSTATIC MIXING VALVES TYP. IN COMPLIANCE W/. ASSE 1070/ASME A112.1070/CSA B125.70 @ SHOWERS & TUBS. 3. MAX. TEMP. OF 110° TO BE APPROVED BY THE USE OF PRESSURE BALANCE OR THERMOSTATIC MIXING VALVES TYP. IN COMPLIANCE W/. ASSE 1070/ASME A112.1070/CSA B125.70 @ BIDETS. 4. 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) 5. 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) 6. 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) 7. 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. MATERIALS & FINISHES: 1. WALLS COVERINGS AND FLOOR OF SHOWERS AND BATHTUBS WITH A SHOWER HEAD SHALL BE OF CEMENT PLASTER, TILE, OR APPROVED EQUAL NONABSORBENT SURFACE, TO A HEIGHT OF NOT LESS THAN 72-INCHES ABOVE THE FLOOR. PROVIDE CEMENT BOARD, CEMENT PLASTER BACKING, OR TILE BACKBOARD FOR TILE FINISH. (CRC R307.2) 2. INSTALL MIN. 5/8" TYPE 'X' MOISTURE & MOLD RESISTANT GYPSUM WALL BOARD IN ALL BATHROOMS AND KITCHENS. FIREPLACES: 1. 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) 2. FACTORY BUILT WOOD BURNING FIREPLACES SHALL BE QUALIFIED AT THE U.S. EPA ’S VOLUNTARY FIREPLACE PROGRAM PHASE 2 EMISSIONS LEVEL. (CRC 1004.1.1) 3. DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY-BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FACTORY-BUILT CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC R1005.2 & CMC 802.5.1.1 & CMC 802.5.4.3) 4. HORIZONTAL OPENINGS ARE NOT ALLOWED, FOR EXHAUST VENTS, IN WALLS CLOSER THAN 3 FEET TO A PROPERTY LINE. (TABLES R302.1(1)&(2)). HORIZONTAL VENT CAPS SHALL BE 2 FEET CLEAR FROM PROPERTY LINES. 5. EXHAUST OPENINGS SHALL NOT BE DIRECTED ONTO WALKWAYS. (R303.5.2) 6. SOLID FUEL BURNING FIREPLACES (IF PERMISSIBLE): A. PROVIDE A PERMANENTLY ANCHORED GASEOUS FUEL BURNING PAN TO THE FIREBOX OF A SOLID FUEL BURNING FIREPLACE. B. SOLID FUEL BURNING FIREPLACE MUST COMPLY WITH THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES. C. CHIMNEY SHALL EXTEND AT LEAST 2 FT. HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10 FT., BUT SHALL NOT BE LESS THAN 3 FT. ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF. (CRC R1003.9) D. LIQUID FUELED FIREPLACES ARE NOT ALLOWED FOR INTERIOR USE. 7. ANY INSTALLED GAS FIREPLACE SHALL BE DIRECT VENT SEALED-COMBUSTION PER CAL GREEN SECTION 4.503. 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) 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. WASHER & DRYER NOTE: 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. (CMC 504.4.2.1) DRYER VENT TERMINATION MUST BE 3-FEET FROM OPENINGS INTO THE BUILDING (DOORS AND OPERABLE WINDOWS), 10-FEET FROM FORCED AIR INLET, AND 3-FEET FROM PROPERTY LINE (NOT TO DISCHARGE ONTO A PUBLIC WALKWAY). (CMC 502.2.1) IF DRYER LOCATED IN A CLOSET PROVIDE A MIN. 100 SQ.IN. OPENING IN THE CLOSET DOOR. (CMC. 504.4.1) *HERS VERIFICATION REQUIRED- REFERENCE T-24.1 &AND . ANGLE @ AT C.L. CENTERLINE∅ DIAMETER, ROUND . PERPENDICULAR # POUND OR NUMBER A.B. ANCHOR BOLT ABV. ABOVE A/C. AIR CONDITIONING A.C. ASPHALT CONCRETE ACOUS ACOUSTICAL A.D. AREA DRAIN ADH. ADHESIVE ADJ. ADJUSTABLE, ADJACENT AL. ALUMINUM ALT. ALTERNATE ANOD. ANODIZED A.P. ACCESS PANEL APPX. APPROXIMATE APPV'D. APPROVED ARCH. ARCHITECTURAL,ARCHITECT ASB. ASBESTOS ASSY. ASSEMBLY AUTO. AUTOMATIC B. BATHROOM BD. BOARD BEL. BELOW BET. BETWEEN BIT. BITUMINOUS BLDG. BUILDING BLK. BLOCK BLK'G. BLOCKING BM. BEAM B.O. BY OWNER, BY OTHERS BOT. BOTTOM BR. BEDROOM B.W. BACK OF WALL, BOTTOM OF WALL CAB. CABINET C.B. CATCH BASIN C.B.C. CALIFORNIA BUILDING CODE C.R.C. CALIFORNIA RESIDENTIAL CODE CEM. CEMENT C.G. CORNER GUARD CHAN. CHANNEL CHG. CHANGE C.I. CAST IRON C.J. CONTROL / CONSTRUCT./CEILING JOINT CLG. CEILING CLKG. CAULKING CLR. CLEAR, CLEARANCE CNTR. COUNTER CONC. CONCRETE COND. CONDITION CONST. CONSTRUCT, CONSTRUCTION CORR. CORRIDOR, CORROSIVE CTSK. COUNTER SINK, COUNTERSUNK CTR. CENTER DBL. DOUBLE DECO. DECORATIVE DEPT. DEPARTMENT DET. DETAIL D.F. DRINKING FOUNTAIN, DOUGLAS FIR DIA. DIAMETER DIAG. DIAGONAL DIM. DIMENSION DN. DOWN DR. DOOR D.S. DOWNSPOUT D.S.P. DRY STANDPIPE DWG. DRAWING(S) E. EXISTING, EAST, ENTRY, EACH E.J. EXPANSION JOINT ELEC. ELECTRIC, ELECTRICAL ELEV. ELEVATOR EMER. EMERGENCY ENCL. ENCLOSED, ENCLOSURE E.P. ELECTRICAL PANEL, END POINT EQ. EQUAL EQV. EQUIVALENT EQUIP. EQUIPMENT E.W. EACH WAY EXH. EXHAUST EXPO. EXPOSED EXT. EXTERIOR E.G. EXISTING GRADE F. FIXED F.A. FIRE ALARM FAC. FACTORY F.C.O. FLOOR CLEAN OUT F.D. FLOOR DRAIN FDN. FOUNDATION F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET F.G. FINISH GRADE FIXT. FIXTURE F.J. FLOOR JOIST F.L. FLOW LINE FLASH. FLASHING FLR. FLOOR FLUOR. FLUORESCENT F.O.C. FACE OF CONCRETE/CURB F.O.F. FACE OF FINISH F.O.S. FACE OF STUD / STRUCTURE / SHEATHING F.O.M. FACE OF MASONRY FP. FIREPLACE F.S. FLOOR SINK, FINISH SURFACE FT. FOOT, FEET FTG. FOOTING FURR. FURRING FUT. FUTURE F.V. FIELD VERIFY GA. GAUGE GALV. GALVANIZED G.B. GRAB BAR, GRADE BEAM G.C. GENERAL CONTRACTOR GEN. GENERAL G.F.I. GROUND FAULT INTERRUPT G.I. GALVANIZED IRON G.L.B. GLU-LAM BEAM GND. GROUND GR. GRADE GYP. GYPSUM G.P. GRADE PLANE H./HT. HIGH, HEIGHT H.B. HOSE BIBB H.C. HOLLOW CORE HD. HARD, HEAD HDR. HEADER HDWD. HARDWOOD HDWR. HARDWARE H.M. HOLLOW METAL HORIZ. HORIZONTAL HR. HOUR HVAC HEATING VENTILATING AIR CONDITIONING I.D. INTERIOR DESIGNER, INSIDE DIAMETER/DIMENSION IN. INCH INSUL. INSULATION INT. INTERIOR INV. INVERT/INVERTED JAN. JANITOR JT. JOINT JST. JOIST KIT. KITCHEN L. LOW, LINEN L.A. LANDSCAPED AREA LAB. LABORATORY LAM. LAMINATED LAV. LAVATORY LBS. POUNDS LFA. LOAD FROM ABOVE L.H. LEFT HAND LKR. LOCKER LT. LIGHT LUM. LUMINOUS, LUMENS MAINT. MAINTENANCE MAS. MASONRY MAT. MATERIAL MAX. MAXIMUMM.B. METAL BOLT M.C. MEDICINE CABINET MECH. MECHANICAL MEMB. MEMBRANE MTL. METAL MFGR. MANUFACTURER M.H. MANHOLE MIN. MINIMUM MIR. MIRROR MISC. MISCELLANEOUS M.O. MASONRY OPENING MT. MOUNTED MUL. MULLION N. NEW, NORTH NAT. NATURAL N.I.C. NOT IN CONTRACT, CONTACT N.G. NATURAL GRADE NO. NUMBER NOM. NOMINAL N.T.S. NOT TO SCALE O/. OVER O.A. OVERALL OBS. OBSCURE O.C. ON CENTER O.D. OUTSIDE DIAMETER, DIMENSION O.F.D. OVERFLOW DRAIN OFF. OFFICE OPNG. OPENING OPP. OPPOSITE PERIM. PERIMETER PL. PROPERTY LINE, PLATE P.LAM. PLASTIC LAMINATE PLAS. PLASTER PLUMB. PLUMBING PLYWD. PLYWOOD PNT. PAINT(ED) P.O.C. POINT OF CONTACT, CONNECTION PR. PAIR PROJ. PROJECTION PSL. PARALLEL STRAND LAMINATE PT. POINT R.A. RETURN AIR RAD. RADIUS R.D. ROOF DRAIN R.D.L. ROOF DRAIN LEADER RECPT. RECEPTACLE RECT. RECTANGLE, RECTANGULAR REF. REFERENCE REFR. REFRIGERATOR REG. REGULAR, REGISTER REINF. REINFORCE(D), REINFORCEMENT REQ'D. REQUIRED RESIL. RESILIENT RET. RETAIN(ING), RETURN RM. ROOM R.O. ROUGH OPENING R.R. ROOF RAFTER RWD. REDWOOD S. SOUTH S.A. SUPPLY AIR S.C. SOLID CORE S.C.D. SEAT COVER DISPENSER SCHED. SCHEDULE S.D. SUBDRAIN, SOAP DISPENSER SEC. SECTION SEL. SELECT(ED) SH. SHELF SHT. SHEET SHT'G. SHEATHING SIM. SIMILAR SIMP. SIMPSON S.J. SOFFIT JOIST S.S. STAINLESS STEEL S.SK. SERVICE SINK STA. STATION STD. STANDARD STL. STEEL STOR. STORAGE STRUCT. STRUCTURE, STRUCTURAL SUSP. SUSPEND(ED) SYM. SYMMETRICAL SYS. SYSTEM T. TREAD, TRASH T.C. TOP OF CURB T.CL. TIME CLOCK TEL. TELEPHONE TEMP. TEMPERED TER. TERRAZZO T & G TONGUE & GROOVE THK. THICK, THICKNESS T.P. TOP OF PAVING T.PL. TOP OF PLATE T.O.S. TOP OF STRUCTURE, SHEATHING, SLAB TRANS. TRANSFORMER T.S. TOP OF STEP T.W. TOP OF WALL TYP. TYPICAL U. UNDER U.B.C. UNIFORMBUILDING CODE U.G. UNDERGROUND U.L. UNDERWRITER'S LABORATORY UNF. UNFINISHED U.N.O. UNLESS NOTED OTHERWISE UR. URINAL V./VERT. VERTICAL VENT. VENTILATION, VENTILATING VER. VERIFY V.T.R. VENT THROUGH ROOF W. WEST, WIDTH, WASHER W/. WITH WD. WOOD W.H. WATER HEATER W.C. WATER CLOSET W.I. WROUGHT IRON WP. WATERPROOF(ING) W.W.M. WELDED WIRE MESH 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 CONTRACT DOCUMENT NOTESAGENERAL NOTESBABBREVIATIONSC 07/07/22 ARCHITECTURAL GENERAL NOTESDAHLEH RESIDENCECDM INVESTORS LLC. 331 POINSETTIA CORONA DEL MAR, CA 92625 P: 708.307.1829 CDP 2516/2518 BAYSIDE DR. CORONA DEL MAR, CA 92625 T-1.1 TBD JEFF VAN VOORHIS, AIA NO. REVISION DATE PA2022-0148 PA2022-0148 PRECISE GRADING PLAN FOR DAHLEH RESIDENCE 2516 BAYSIDE DRIVE CORONA DEL MAR, CA 92625JOB NO.DATESHEET NO.REVISIONS22037NO. REVISION DATESHEET NO. OF 46/3/202228052 CAMINO CAPISTRANO, STE 213 LAGUNA NIGUEL, CA 92677 949.464.8115 info@civilscapes.com G:\Projects\22037 2516 Bayside Dr, CdM\DWG\22037.GRADING.dwg1C1 TITLE SHEET 1.ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE(NBMC), THE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT.2. DUST SHALL BE CONTROLLED BY WATERING AND/OF JUST PALLIATIVE.3. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING CONSTRUCTION PERIOD.4. WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH FRIDAY; 8:00AM TO 6:00 PM SATURDAYS; AND NO WORK ON SUNDAYS AND HOLIDAYS PER SECTION10-28 OF THE NBMC.5. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28OF THE NBMC.6. THE STAMPED SET OF THE APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES.7. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTINGUTILITIES.8. APPROVED SHORING, DRAINAGE PROVISION AND PROTECTIVE MEASURES MUST BE USEDTO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION.9. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THEUNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL.10. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITYTRAFFIC ENGINEER AND PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF THE NBMC.11. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDINGS AND SLOPEAREAS.12. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROLDEVICES ON-SITE AT THE APPROPRIATE TIMES SHALL RESULT IN A "STOP WORK" ORDER.13. ALL PLASTIC DRAINAGE PIPES SHALL CONSIST OF PVC (SDR 35) WITH GLUED JOINTS.14. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE, SHALL BE ALLOWED TOENTER STREETS CURBS, GUTTERS OR STORM DRAINS. ALL MATERIALS AND WASTES SHALLBE REMOVED FROM THE SITE.GENERAL NOTESCITY OF NEWPORT BEACH, CALIFORNIACOUNTY OF ORANGEC1 TITLE SHEETC2 GRADING PLANC3 STORM DRAIN PLANC4 CONSTRUCTION POLLUTION PREVENTION PLANSHEET INDEX2516 BAYSIDE DRIVECORONA DEL MAR, CA 92625APN: 459-114-10PRECISE GRADING PLANWILL ROLPHCIVILSCAPES ENGINEERING, INC.28052 CAMINO CAPISTRANO, STE 213LAGUNA NIGUEL, CA949.464.8115WILL@CIVILSCAPES.COMCIVIL ENGINEER1. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLYACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BEREQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONSDURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALLPERSONS AND PROPERTY; THAT IS REQUIREMENT SHALL BE MADE TO APPLYCONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.2. NO UTILITY SEARCH WAS CONDUCTED. A UTILITY SEARCH BY THE CONTRACTOR SHALLBE CONDUCTED AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TAKE DUEPRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND ON THESITE AND TO NOTIFY THE OWNERS OF THE UTILITIES IMMEDIATELY UPON THEIRDISCOVERY.3. EARTHWORK AND OTHER CONSTRUCTION ITEM QUANTITIES SHOWN ON THESE PLANSARE ESTIMATES FOR PERMITTING PURPOSES ONLY AND SHALL NOT USED FORCONSTRUCTION COST ESTIMATES OR FOR BIDDING PURPOSES. THE CONTRACTOR SHALLDEVELOP OWN QUANTITIES FOR BIDDING PURPOSES.4. A SOILS INVESTIGATION MUST BE MADE BY A QUALIFIED SOILS ENGINEER AND/ORGEOLOGIST. SOIL AND EARTH ACCEPTABILITY ARE NOT UNDER PURVIEW OR THERESPONSIBILITY OF THE DESIGN ENGINEER FOR THIS PLAN. CIVILSCAPES ENGINEERINGDOES NOT TEST OR OBSERVE SOIL CONDITIONS PRIOR TO, DURING OR AFTERCONSTRUCTION AND HAS NO RESPONSIBILITY FOR SOILS (EARTH) STRUCTURES.5. ALL RETAINING WALL DESIGNS ARE TO BE BUILT PER STRUCTURAL ENGINEER'S PLAN ANDPER SEPARATE PLAN AND PERMIT.6. REFER TO SOILS REPORT FOR GRADING RECOMMENDATIONS.7. CONTRACTOR SHALL VERIFY EXISTING ELEVATION, PROTECT ALL EXISTING UTILITIES, ANDDOWNSTREAM DRAIN.8. TOPOGRAPHIC SURVEY SHOWN HEREON FOR REFERENCE PURPOSES ONLY.9. TOPOGRAPHIC SURVEY PREPARED BY: APEX LAND SURVEYING, INC., 8512 OXLEY CIRCLE,HUNTINGTON BEACH, CA. PHONE: 714-488-5006.10. VERIFY EXISTING TOPOGRAPHIC ELEVATIONS AND NOTIFY CIVILSCAPES ENGINEERING OFANY CONFLICTS PRIOR TO CONSTRUCTION.11. NO UTILITY SEARCH WAS CONDUCTED. CONTRACTOR SHALL PROTECT UTILITIES ORSTRUCTURES FOUND ON THE SITE AND NOTIFY CIVILSCAPES ENGINEERING OF ANYCONFLICTS.12. EXTERIOR FOUNDATIONS WALLS SHALL COMPLY WITH THE DETAILS AS SHOWN BELOW:13. PAD ELEVATION IS ASSUMED TO BE BASED ON ARCHITECTURAL FLOOR PLAN WITH ATLEAST 5" THICK CONCRETE AND 4" THICK BASE WITH VAPOR BARRIER PER SOILS REPORT.CONTRACTOR TO VERIFY WITH LATEST APPROVED SOILS REPORT AND STRUCTURALENGINEER FOR EXACT SLAB RECOMMENDATIONS.14. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIREDBEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OFPUBLIC WORKS DEPARTMENT INSPECTION, IF AN OF THE EXISTING PUBLICIMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURBAND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED AND 100% PAID BY THEOWNER. SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADEAT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR.15. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHINTHE PUBLIC RIGHT OF WAY. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALLNON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY.16. ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BYA C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERINGCONTRACTOR.17. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BEPERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN A LICENSEDGENERAL ENGINEERING CONTRACTOR.18. EXISTING STREET TREE(S) SHALL BE PROTECTED IN PLACE.19. REMOVE EXISTING NON-GRASS PARKWAY ELEMENTS BETWEEN SIDEWALK AND CURB.REPLACE WITH SOD TO MATCH EXISTING AS REQUIRED.20. REFER TO SOILS REPORT FOR GRADING RECOMMENDATIONS AND OVER-EXCAVATIONREMOVALS AND COMPACTION REQUIREMENTS.21. PIPE MATERIAL MAY BE SUBSTITUTED IF APPROVED BY ENGINEER.22. INCLUDE ALL REQUIRED JOINTS AND FITTINGS. PER MANUFACTURER'S INSTALLATIONINSTRUCTIONS.23. UTILITIES SHALL BE CONSTRUCTED AND INSTALLED PER CALIFORNIA PLUMBING CODEAND CITY PLUMBING CODE. SERVICE LINES AND METER SIZES SHALL BE CONFIRMED BYPLUMBING ENGINEER OR CONTRACTOR PRIOR TO CONSTRUCTION.24. CONSTRUCT TRENCH, BEDDING, AND BACKFILL PER MANUFACTURER'S INSTALLATIONINSTRUCTIONS, ASTM D 2321, AND SOILS REPORT. 25. ALL FIXTURES, EQUIPMENT, PIPING AND MATERIALS SHALL BE LISTED.26. CONTRACTOR SHALL VERIFY ELEVATION PRIOR TO CONSTRUCTION AND NOTIFYENGINEER OF ANY DISCREPANCIES.27. ALL PRIVATE IRRIGATION SPRINKLER HEADS SHALL BE INSTALLED AND POSITIONED IN AMANNER THAT WILL NOT CAUSE IRRIGATION OVERSPRAY ONTO THE PUBLICRIGHT-OF-WAY.NOTES TO OWNER, CONTRACTOR, & ARCHITECTCDM INVESTORS LLC331 POINSETTIA AVE.CORONA DEL MAR, CA 92625OWNEREARTHWORK QUANTITIES1. GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL.2. FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVECOMPACTION OUT TO THE FINISHED SURFACE.3. ALL FILLS SHALL BE COMPACTED THROUGHOUT TO THE MINIMUM OF 90 PERCENTRELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVEDBY THE SOILS ENGINEER. COMPACTION TEST SHALL BE PERFORMED APPROXIMATELYEVERY TWO FEET IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THEOVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS.4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIEDAND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING OF THE FILL.5. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL.6. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFOREANY ADDITIONAL FILLS ARE ADDED.7. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED INPLACE AND BACKFILLED AND APPROVED BY THE SOILS ENGINEER.8. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINEAND GRADE.9. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT THE MINIMUM OF 90PERCENT RELATIVE COMPACTION, AND APPROVED BY THE SOILS ENGINEER. THEBUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLATWORK PLACED OVERUNTESTED BACKFILLS TO FACILITATE TESTING.10. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE BUILDINGDEPARTMENT.11. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY ANENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY PROBLEM EXISTS. SHOULDEXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICALHAZARDS, THE ENGINEERING GEOLOGISTS SHALL RECOMMEND AND SUBMIT NECESSARYTREATMENT TO THE BUILDING DEPARTMENT FOR APPROVAL.12. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPE IS DETERMINED TO BENECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILSENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATIONS AND CALCULATIONS FROMTHE BUILDING DEPARTMENT PRIOR TO CONSTRUCTION.13. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THECONSTRUCTION OF ALL BUTTRESS FILLS AND ATTEST TO THE STABILITY OF THE SLOPEAND ADJACENT STRUCTURES UPON COMPLETION.14. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURINGGRADING.15. NOTIFICATION OF NONCOMPLIANCE: IF IN THE COURSE OF FULFILLING THEIRRESPONSIBILITY, THE CIVIL ENGINEER, THE SOILS ENGINEER, THE ENGINEERINGGEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE INCONFORMANCE WITH THE APPROVED GRADING PLANS, THE DISCREPANCIES SHALL BEREPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE GRADINGWORK AND TO THE BUILDING INSPECTOR. RECOMMENDATIONS FOR CORRECTIVEMEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FORAPPROVAL.GRADING NOTES1. ALL LOOSE SOIL AND DEBRIS SHALL BE REMOVED FROM PAVED SURFACES. AREAS UPONSTARTING OPERATIONS, AND PERIODICALLY THEREAFTER.2. SEDIMENT CONTROL MEASURES (I.E. GRAVEL BAGS OR EQUIVALENT) SHALL BEIMPLEMENTED AT THE PERIMETER OF ALL DISTURBED SOIL AREAS TO CONTROL RUN-ONAND RUN-OFF.3. GRAVEL BAGS AND NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILEDAT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARYDEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES, WHEN RAIN ISIMMINENT. A STAND-BY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THERAINY SEASON.4. MATERIALS AND WASTE WITH THE POTENTIAL TO POLLUTE URBAN RUN-OFF SHALL BEUSED IN ACCORDANCE WITH LABEL DIRECTIONS AND SHALL BE STORED IN A MANNERTHAT EITHER PREVENTS CONTACT WITH RAINFALL OR CONTAINS CONTAMINATEDRUN-OFF FOR TREATMENT AND DISPOSAL.EROSION CONTROL NOTESSITE ADDRESS: 2516 BAYSIDE DR., CORONA DEL MARAPN 459-114-10GENERAL PLAN LAND USE: RT TWO UNIT RESIDENTIALZONING DISTRICT: R-2 TWO-UNIT RESIDENTIALCOSTAL ZONE: YESSITE DATA:ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVEAPPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS ANDRESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAINPLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TOCOMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT.CC&R'S1. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY ANENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKSDEPARTMENT.2. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIREDBEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OFPUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLICIMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK,CURB AND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED.ADDITIONALLY, IF EXISTING UTILITIES INFRASTRUCTURE ARE DEEMED SUBSTANDARD,A NEW 1-INCH WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/ORCLEANOUT WITH BOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BEBORNE BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030).SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE ATTHE DISCRETION OF THE PUBLIC WORKS INSPECTOR. CONTRACTOR IS RESPONSIBLETO MAINTAIN THE PUBLIC RIGHT OF WAY AT ALL TIMES DURING THECONSTRUCTION PROJECT. A STOP WORK NOTICE MAY BE ISSUED FOR ANY DAMAGEOR UNMAINTAINED PORTION OF THE PUBLIC RIGHT OF WAY.3. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARDIMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY. ALL NON-STANDARDIMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6.4. CONTRACTOR REMOVE ALL EXISTING DECORATIVE MATERIAL WITHIN THE PUBLICRIGHT-OF-WAY.5. ALL LANDSCAPING WITHIN THE PUBLIC RIGHT-OF-WAY SHALL HAVE A MAXIMUMGROWTH CHARACTERISTIC OF 36-INCHES.6. ALL PRIVATE IRRIGATION SPRINKLER HEADS SHALL BE INSTALLED AND POSITIONEDIN A MONNER THAT WILL NOT CAUSE IRRIGATION OVERSPRAY ONTO THE PUBLICRIGHT-OF-WAY.PUBLIC WORKS NOTESARCHITECTBRANDON ARCHITECTS151 KALMUS DRIVE, SUITE G-1COSTA MESA, CA 92626714.754.4040RAW CUT 65 CUBIC YARDSRAW FILL28CUBIC YARDSNET 37 CUBIC YARDS (EXPORT)NOTE:SURVEYOR OR ENGINEER SHALL PERMANENTLYMONUMENT PROPERTY CORNERS OR OFFSETSBEFORE GRADING.NO SCALEVICINITY MAPAPEX LAND SURVEYING, INC.HUNTINGTON BEACH, CA 92646714-488-5006SURVEYORPROJECT SITE2516 BAYSIDE DR.PA2022-0148 LOT 1CORONA DEL MARBLOCK 331M.M.3/41-42PROPOSED RESIDENCEFF=59.6359.63FF59.38FS3"STEPFF=59.63FS=59.38 FF=59.63FS=59.38FF=59.63FS=59.25GFF=59.00EXISTING WALLTO REMAINEXISTING WALLTO REMAIN6" CURB6" CURB6" CURB1.0%59.63FF59.13FS6"STEPGFF=59.22GFF=58.9676.61TW76.61TW72.99TW72.99TW66.50TW66.50TW63.00TW65.00TW67.50TW70.00TWEXISTING CURBTO REMAIN2.0%2.0%59.09FS59.05FG59.09FS59.05FG2.0%2.0%2.0%2.0%59.38FS59.22TG56.90INV59.38FS60.50FG58.95TG56.70INV58.95TG56.62INV58.95TG56.54INV59.50FGGBGB59.88TC59.38FS59.34FL,HP59.34FL59.29TG56.84INV59.21FL(63.1)NG(69.0)NGEXISTING WALLTO BE REMOVED(76.0)NG(75.9)NG64.75TG62.00INV62.75TG57.41INV67.25TG64.00INV69.75TG68.75INV69.00TG68.03INV-IN56.77INV-OUT69.50TG68.51INV69.25TG68.27INV59.50TG57.23INV(58.0)FS(57.8)FS59.88TC58.25TC(58.0)NG58.25TC(58.2)NG58.25TC59.00TC(61.8)FS58.96FS9.4%59.19FS58.86TG56.98INV58.96TG57.08INV59.06TG57.18INV1.0% 5.4%(57.9)FS8.9%7.1%DAYLIGHT/SAWCUT LINEDAYLIGHT/SAWCUT LINE60.36FG(7.5)%57.65TG56.65INV58.86TG56.77INV59.25FS58.96FS3-1/2"STEP59.33TC59.21FL2.0%59.34FL,HP59.26TG56.79INV1.0%1.0%1.0%1.0%1.0%1.0%1.0%59.25FS59.11TG56.69INV59.33TC59.60FG58.00FG58.00FG58.00FG58.90FG57.90TG56.33INV57.90TG56.13INV-IN52.89INV-OUT57.90TG56.33INV57.90TG56.53INV10%10% 6. 3 %44441111333333BASEMENT RETAINING WALLPER STRUCTURAL PLAN5522376666666666666666666677752.66TG51.83INV61312BAYSIDE DRIVEN49°24'43"W 117.90'N40°34'17"E 30.02' N40°33'53"E 30.01'N49°24'15"W 117.89'FACE OF PROP. BLDG WALL FF=59.63FF=59.6359.29FL58.25TC59.80TC57.90FG59.30FG(53.94)TC69.40FG76.61TW(76.0)NGP/LP/LEXISTINGGROUNDEXISTINGGROUNDSECTION A-ASCALE: 1"=4'2C2GRADING PLANLANDSCAPING OR PAVERS3" COVER MINIMUM4" DIA. PERFORATED PVC DRAIN PIPEW/ PERFORATIONS AT BOTTOM3/4" CRUSHED ROCKWRAP SIDES AND BOTTOM OFTRENCH WITH FILTER FABRIC; PROVIDE4" MINIMUM OVERLAP AT TOP OFTRENCHPERFORATED DRAIN PIPE AND TRENCHNO SCALE15PRECISE GRADING PLAN FOR DAHLEH RESIDENCE 2516 BAYSIDE DRIVE CORONA DEL MAR, CA 92625JOB NO.DATESHEET NO.REVISIONS22037NO. REVISION DATESHEET NO. OF 46/3/202228052 CAMINO CAPISTRANO, STE 213 LAGUNA NIGUEL, CA 92677 949.464.8115 info@civilscapes.com G:\Projects\22037 2516 Bayside Dr, CdM\DWG\22037.GRADING.dwg CONSTRUCTION NOTESHARDSCAPE PER ARCHITECT'S PLAN.DRIVEWAY PER ARCHITECT'S PLAN.PLANTER AREA PER ARCHITECT'S PLAN.WALL OR FENCE PER ARCHITECT'S PLAN.CONSTRUCT FLOWLINE PER DETAIL HEREON.FURNISH & INSTALL 6" NDS SPEE-D BASIN W/6" GREEN ATRIUM GRATE PER DETAIL HEREON.FURNISH & INSTALL 6" NDS SPEE-D BASIN W/6" BRASS SQUARE GRATE PER DETAIL HEREON.CONNECT DOWNSPOUT TO ONSITE STORM DRAIN SYSTEM PER DETAIL ON SHEET PER DETAIL ON SHEET C3.IF EXISTING METER IS SUBSTANDARD, REMOVE AND REINSTALL 1-INCH WATER METER PER CITY OF NEWPORTBEACH STANDARD DRAWING STD 502. PROTECT SERVICE LINE FROM METER TO WATER MAIN. METER ANDSERVICE SIZE SHALL BE CONFIRMED BY MEP CONSULTANT.FIELD VERIFY LOCATION AND CONDITION OF EXISTING SEWER LATERAL TO SATISFACTION OF CITY ENGINEER.REMOVE EXISTING CLEANOUT AND PROVIDE NEW SEWER CLEANOUT WITH TRAFFIC RATED BOX PER CITY OFNEWPORT BEACH STANDARD DRAWING STD 406.123456781213TOP OF WALLFINISHED SURFACEFLOW LINEFINISHED GRADEGRADE BREAKHIGH POINTLEGENDINVERTTOP OF GRATEFINISHED FLOOR ELEVATIONTWFSFLFGGBHPINVTGFFTOP OF COPING OR TOP OF CURBTCGARAGE FINISHED FLOORGFFEXISTING GRADEEG EXISTING SPOT ELEVATION( )TOP OF RETAINING WALLTRWTOP OF SLOPETOPTOP OF RAILINGTRTOP OF STEMWALLTSHARDSCAPE PER ARCH. PLANALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BEPERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN ALICENSED GENERAL ENGINEERING CONTRACTOR.***ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BEPERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSEDGENERAL ENGINEERING CONTRACTOR.***********NATURAL GRADENGFL PERPLAN2% MIN.HARDSCAPE/LANDSCAPEPER PLAN2% MIN.FLOWLINE DETAILNO SCALE51. CONTRACTOR SHALL USE CITY STANDARD FORM '30-DAY NOTICE OF INTENT TOEXCAVATE' TO NOTIFY ADJACENT PROPERTY OWNERS BY CERTIFIED MAIL 30 DAYS PRIORTO STARTING EXCAVATION OR SHORING. CITY STANDARD FORM CAN BE OBTAINED AT:http://www.newportbeachca.gov/home/showdocument?id=17395. PROOF OF CERTIFIEDDELIVERY IS REQUIRED AT THE TIME OF PERMIT ISSUANCE.2. CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5’ AND FOR SHORINGAND/OR UNDERPINNING.3. CONTINUOUS SPECIAL INSPECTION, PER SECTION 1705.6, SHALL BE PERFORMED BY THEGEOTECHNICAL ENGINEER DURING SHORING AND EXCAVATION OPERATIONS ANDDURING REMOVAL OF SHORING.TRENCH AND EXCAVATION NOTEPROPERTY LINE AND LIMIT-OF-WORKOREXISTING ELEVATION; CONTRACTOR SHALL FIELDVERIFY ELEVATIONS PRIOR TO CONSTRUCTIONAND REPORT ANY DISCREPANCIES TOCIVILSCAPES ENGINEERING102.6(102.6)PROPOSED WALLBUILDING STEMWALLBIORETENTION AREA PER DETAIL ON SHEET C3NDS SPEE-D BASIN DETAILNO SCALE762% MIN3/4" CRUSHED ROCK OR APPROVEDEQUAL (REVIEW GEOTECHNICALRECOMMENDATIONS IN THE SOILSREPORT TO VERIFY)DRAIN PIPE PER PLANCOMPACTED BACKFILLPER GEOTECHNICALRECOMMENDATIONSCOMPACTED BEDDINGPER GEOTECHNICALRECOMMENDATIONSNATIVE OR RE-COMPACTED SUBGRADE4" MIN4" MIN4" MIN NDS #101 OR #201SPEE-D BASINOR APPROVEDEQUALNDS #66 - 6" DRAIN RISER PIPE (LENGTHAS REQUIRED) OR APPROVED EQUALVARIES 2% MINNDS ATRIUM OR FLAT GRATETG ELEVPER PLANINV ELEVPER PLANSLOPE PER PLANPA2022-0148 LOT 1CORONA DEL MARBLOCK 331M.M.3/41-42PROPOSED RESIDENCEFF=59.6359.22TG56.90INV58.95TG56.70INV58.95TG56.62INV58.95TG56.54INV59.29TG56.84INV64.75TG62.00INV62.75TG57.41INV67.25TG64.00INV69.75TG68.75INV69.00TG68.03INV-IN56.77INV-OUT69.50TG68.51INV69.25TG68.27INV59.50TG57.23INV58.86TG56.98INV58.96TG57.08INV59.06TG57.18INV57.65TG56.65INV58.86TG56.77INV59.26TG56.79INV59.11TG56.69INV57.90TG56.33INV57.90TG56.13INV-IN52.89INV-OUT57.90TG56.33INV57.90TG56.53INV76666666666666666666677799999999101010101010CONNECT SUBDRAINTO STORM DRAINSYSTEM52.66TG51.83INV6(51.74)TC51.30INV(51.26)FL119141515S=0.01S=0.01S=0.01S=0.01S=0.01 S=0.01 S=0.01 S=0.01 S=0.01S=0.01S= 0 . 0 1 S=0.04S=0.04(53.05)FS52.63INVTUNNEL STORM DRAINPIPE BELOW SIDEWALKBAYSIDE DRIVEN49°24'43"W 117.90'N40°34'17"E 30.02' N40°33'53"E 30.01'N49°24'15"W 117.89'59.00GFF58.96FS64.75TG72.99TW(69.0)NG(57.8)FS,JOINP/LP/LEXISTINGBUILDING(ADJACENTNEIGHBOR)59.22GFFEXISTINGGROUNDSECTION B-BSCALE: 1"=4'EXISTING CURBTO REMAINPORTION OF EXISTINGDRIVEWAY TO REMAINEXISTING WALLTO BE REMOVEDPROPOSED WALLPER ARCH. PLAN1.0%6.9%FACE OF PROP. BLDG WALLGFF=59.1058.94FG59.04FS(60.14)FS,JOINP/LSECTION C-CSCALE: 1"=4'PORTION OF EXISTINGDRIVEWAY TO REMAINEXISTINGGROUND5.2%FACE OF PROP. BLDG WALL FF=59.6358.95FG59.09FS59.38FS(61.0)FSP/LFENCE PERARCH. PLANEXISTINGGROUND2.0%SECTION D-DSCALE: 1"=4'3C3STORM DRAIN PLAN PRECISE GRADING PLAN FOR DAHLEH RESIDENCE 2516 BAYSIDE DRIVE CORONA DEL MAR, CA 92625JOB NO.DATESHEET NO.REVISIONS22037NO. REVISION DATESHEET NO. OF 46/3/202228052 CAMINO CAPISTRANO, STE 213 LAGUNA NIGUEL, CA 92677 949.464.8115 info@civilscapes.com G:\Projects\22037 2516 Bayside Dr, CdM\DWG\22037.GRADING.dwg TOP OF WALLFINISHED SURFACEFLOW LINEFINISHED GRADEGRADE BREAKHIGH POINTLEGENDINVERTTOP OF GRATEFINISHED FLOOR ELEVATIONTWFSFLFGGBHPINVTGFFTOP OF COPING OR TOP OF CURBTCGARAGE FINISHED FLOORGFFEXISTING GRADEEG EXISTING SPOT ELEVATION( )TOP OF RETAINING WALLTRWTOP OF SLOPETOPTOP OF RAILINGTRTOP OF STEMWALLTSHARDSCAPE PER ARCH. PLANNATURAL GRADENGPROPERTY LINE AND LIMIT-OF-WORKOREXISTING ELEVATION; CONTRACTOR SHALL FIELDVERIFY ELEVATIONS PRIOR TO CONSTRUCTIONAND REPORT ANY DISCREPANCIES TOCIVILSCAPES ENGINEERING102.6(102.6)PROPOSED WALLBUILDING STEMWALLBIORETENTION AREA PER DETAIL ON SHEET C3LANDSCAPING OR PAVERS3" COVER MINIMUM4" DIA. PERFORATED PVC DRAIN PIPEW/ PERFORATIONS AT BOTTOM3/4" CRUSHED ROCKWRAP SIDES AND BOTTOM OFTRENCH WITH FILTER FABRIC; PROVIDE4" MINIMUM OVERLAP AT TOP OFTRENCHPERFORATED DRAIN PIPE AND TRENCHNO SCALE15CONSTRUCTION NOTESFURNISH & INSTALL 6" NDS SPEE-D BASIN W/6" GREEN ATRIUM GRATE PER DETAIL ON SHEET C2.FURNISH & INSTALL 6" NDS SPEE-D BASIN W/6" BRASS SQUARE GRATE PER DETAIL ON SHEET C2.CONNECT DOWNSPOUT TO ONSITE STORM DRAIN SYSTEM PER DETAIL ON SHEET PER DETAIL HEREON.FURNISH & INSTALL 4-INCH SDR-35 PVC STORM DRAIN (OR APPROVED EQUAL) PER CPC. INCLUDE REQUIREDJOINTS AND FITTINGS PER CPC. CONSTRUCT TRENCH, BEDDING, AND BACKFILL PER ASTM D 2321 AND SOILSREPORT.FURNISH & INSTALL 4-INCH PERFORATED PVC SUBDRAIN (OR APPROVED EQUAL) PER CPC. INCLUDE REQUIREDJOINTS AND FITTINGS PER CPC. CONSTRUCT TRENCH, BEDDING, AND BACKFILL PER ASTM D 2321 AND SOILSREPORT.CONSTRUCT SIDEWALK & PRIVATE DRAIN THROUGH CURB PER CITY OF NEWPORT BEACH STANDARD DRAWINGSTD 184.FURNISH & INSTALL 3-INCH SDR-35 PVC STORM DRAIN (OR APPROVED EQUAL) PER CPC. INCLUDE REQUIREDJOINTS AND FITTINGS PER CPC. CONSTRUCT TRENCH, BEDDING, AND BACKFILL PER ASTM D 2321 AND SOILSREPORT.CONSTRUCT 15 LINEAR FEET OF PERFORATED PIPE AND GRAVEL TRENCH PER DETAIL HEREON.678910111415PA2022-0148 LOT 1CORONA DEL MARBLOCK 331M.M.3/41-42PROPOSED RESIDENCEFF=59.63BAYSIDE DRIVEN49°24'43"W 117.90'N40°34'17"E 30.02' N40°33'53"E 30.01'N49°24'15"W 117.89'4C4CONSTRUCTION POLLUTION PREVENTION PLAN PRECISE GRADING PLAN FOR DAHLEH RESIDENCE 2516 BAYSIDE DRIVE CORONA DEL MAR, CA 92625JOB NO.DATESHEET NO.REVISIONS22037NO. REVISION DATESHEET NO. OF 46/3/202228052 CAMINO CAPISTRANO, STE 213 LAGUNA NIGUEL, CA 92677 949.464.8115 info@civilscapes.com G:\Projects\22037 2516 Bayside Dr, CdM\DWG\22037.GRADING.dwg 1. CONTRACTOR SHALL PROVIDE ONSITE CONCRETE WASHOUT FACILITY AND COMPLY WITHCASQA BMP WM-8.2. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACHWORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%.3. SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USINGAN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROLS TO THE MAXIMUM EXTENTPRACTICABLE, AND STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENTTRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OF ADJACENT PROPERTIES VIARUNOFF, VEHICLE TRACKING, OR WIND.3. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUESSHALL BE IMPLEMENTED AND RETAINED ON SITE TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF. NOTES:GRAVEL BAG DETAILNO SCALEAEROSION CONTROL CONSTRUCTION NOTESINSTALL GRAVEL BAG BARRIER PER CASQA SE-8 AND SE-6INLET PROTECTION PER DETAIL HEREONABAREA DRAIN INLET PROJECTIONNO SCALEBAAAABBBBBBBBBBBBBBBBBBBBBPA2022-0148 PROJECT LOCATION VICINITY MAP NOT TO SCALEMONROVIA HIGHWAY FREE W AY JAMBOREEHIGHWAY W E S T BALBOA BALBOA PENINSULA BALBOAISLAND BLVDPLACENTIA 17TH ST 15TH ST SUPERIORCOASTAVE SANTA ANA AVE20TH ST DOVER18TH STBLVD 15TH STNEWPORTAVE IRVINETUSTIN19TH ST DRAVEAVE55 FREEWAY73 MACARTHURR D EAST JOAQUINMIGUE LC O R O N A D EL M A R C O AST S A N NEWPORTHILLS COASTDRIVEBONITA AVEROAD FORD S A N R D BISON BLVDC A N Y O N DRD R UN I VE RS ITY AVECAMPUS DRC A M PUS DR FREEWAY 73 CITY OF COSTA MESA CITY OF IRVINE PACIFIC OCEAN JOHN WAYNE AIRPORT UPPER NEWPORT BAY NEWPORT CENTER APPLICABLE CODES: 2019 CALIFORNIA BUILDING CODE: CH. 15.04 (C.B.C.) 2019 CALIFORNIA RESIDENTIAL CODE: CH. 15.05 (C.R.C.) 2019 CALIFORNIA ELECTRICAL CODE: CH. 15.06 (C.E.C.) 2019 CALIFORNIA MECHANICAL CODE: CH. 15.07 (C.M.C.) 2019 CALIFORNIA PLUMBING CODE: CH. 15.08 (C.P.C.) 2019 UNIFORM SWIMMING POOL, SPA, & HOT TUB CODE: CH.15.09 NEIGHBORING RESIDENCEALLEY DAHLIA AVENUEBAYSIDE DRIVE (E.) RETAINING WALL - PROTECT IN PLACE (E.) RETAINING WALL - PROTECT IN PLACE (N.) RETAINING WALL - SEE STRCT. DWGS. (69.17) NG J.ADU BATH #1 W.I.C.LAUNDRY STAIR MECH 2-CAR GARAGE BATH #2 BED #1 HALLWAY BATH #3 BED #2 ENTRY R @0' - 7 11/16"16 ELEV. ELEV. EQUIP. A/V RACK F.F.E. 59.63 P.L. W.M. LAWN LOW RIP-RAP RETAINING WALL REMOVE EX. WOOD RETAINING WALL RE-GRADE AS SLOPE EXISTING CITY SIDEWALK REMOVE AND REPLACE DRIVE (SAME LOCATION) REMOVE AND REPLACE ALL PLANT MATERIAL PATIO LANDSCAPE ARCHITECTURAL PLANS FOR THE DAHLEH RESIDENCE 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.COVERSHEET1 L-3 CONSTRUCTION DETAILS L-9 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. 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. IRRIGATION DETAILS IRRIGATION DETAILS 1-30-24 7-11-22LANDSCAPE ARCHITECTURAL PLANS FORGUS AND KYNDRA DAHLEH2516 & 2518 BAYSIDE DR. • CORONA DEL MAR, CA 92625PH. (310) 714-836-7975DATE: DRAWN BY:D.P. 7-11-22 © 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 - 9 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 EPA2022-0148 0 8 16 24 32 40 48 GRAPHIC SCALE SCALE: 1/8" = 1'-0" NORTH NEIGHBORING RESIDENCEALLEY DAHLIA AVENUEBAYSIDE DRIVE (E.) RETAINING WALL - PROTECT IN PLACE (E.) RETAINING WALL - PROTECT IN PLACE (N.) RETAINING WALL - SEE STRCT. DWGS. (69.17) NG J.ADU BATH #1 W.I.C.LAUNDRY STAIR MECH 2-CAR GARAGE BATH #2 BED #1 HALLWAY BATH #3 BED #2 ENTRY R @0' - 7 11/16"16 ELEV. ELEV. EQUIP. A/V RACK F.F.E. 59.63 P.L. W.M.W.M.CONSTRUCTIONPLAN2 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 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. 4. ALL CONCRETE BASE FOR STONE AND OR PAVING MATERIAL SHALL RECEIVE 'REDGARD' WATERPROOFING AND CRACK PREVENTION MEMBRAN 5. BONDING MORTAR SHALL BE MAVIS 3000 BY OMEGA PRODUCTS. MAVS 3000 IS A HIGHLY POLYMER-MODIFIED, FACTORY BLENDED MASONRY MORTAR THAT EXCEEDS ASTM C270, TMS 402/602 SHEAR STRENGTH, ENTIRE ANSI A118.4, ENTIRE ANSI A118.11, AND ENTIRE ANSI A118.15 REQUIREMENTS MANUFACTURED BY OMEGA PRODUCTS INTERNATIONAL WITH 15-YEAR TO 35-YEAR WARRANTY. CONTACT DAN LANSAW: ARCHITECTURAL AND PRODUCT SUPPORT REPRESENTATIVE, OMEGA PRODUCTS INTERNATIONAL MAVS DIVISION MOBILE: (951) 339-6091 DLANSAW@OMEGA-PRODUCTS.COM 3/16 PERMALOC LANDSCAPE EDGING. 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. SITE RETAINING WALL, SEE ARCHITECTS PLANS. DASH LINE INDICATES EXISTING LOW WOOD RETAINING WALL TO BE REMOVED. REMOVED AND REPLACE EXISTING DRIVE WITH NEW PAVER DRIVE WITH SIX INCH CONCRETE BASE. PAVER STEPS, SEE LIGHTING PLAN FOR LIGHTS IN STEPS. EXISTING PALM TREE TO BE REMOVED. (OBTAIN CITY APPROVAL). BOTTOMLESS TRENCH DRAIN PER CITY STANDARD ADJACENT TO SIDEWALK. SEE CIVIL ENGINEER'S PLAN. EXISTING TREES, PROTECT IN PLACE. EXISTING RETAINING WALL, PROTECT IN PLACE. ±30 INCH HIGH CONCRETE RIP RAP WALL 61.50 T.W. 61.02 N.G. 59.63 N.G. 59.40 F.G. ± 69.20 T.W. 1 2 EX. DRIVE TO REMAIN 3 4 5 6 7 7 8 9 10 11 EX. SIDEWALK EX. LANDSCAPE TO REMAIN EX. LANDSCAPE TO REMAIN EX. LANDSCAPE TO REMAIN PROVIDE GAS STUB FOR PORTABLE GRILL. 11 1-30-24 7-11-22LANDSCAPE ARCHITECTURAL PLANS FORGUS AND KYNDRA DAHLEH2516 & 2518 BAYSIDE DR. • CORONA DEL MAR, CA 92625PH. (310) 714-836-7975DATE: DRAWN BY:D.P. 7-11-22 © 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 - 9 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 EPA2022-0148 CONSTRUCTIONDETAILS3 1. TILE FACED STEPS. 2. #4 REBAR AT 12" EACH WAY. 3. 6" MINIMUM AVERAGE THICKNESS. 4. #3 REBAR CONTINUOS AT STEP NOSING. 5. TREADS AND RISERS -16" WIDE MIN. 6" HIGH MAX. 6. EXPANSION JOINT W/ 9" SPEED DOWEL - SEE SEPARATE DETAIL. 7. ADJACENT PAVING W/ THICKENED EDGE. 8. BULLNOSE EDGE. 9. 95% COMPACTED SUBGRADE. TILE STEPS 5 6 1 2 3 45 6 7 2% 14"10"9 8 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 CLEANLINE XL SIZE: NOTES: FINISH LEGEND: (BL) BLACK DURAFLEX-MEETS AAMA 2603 (MF) MILL FINISH-NATURAL ALUMINUM ARCHITECT NOTE: CHECK OFF APPLICABLE SIZE & FINISH DESIRED XLR ADAPTOR TO LOCK INTO ALUMINUM STAKES 18" (457MM) SETTLING EDGING TO AVOID ADJACENT TO COMPACT GRADES AGGREGATE BED MEDIA OR SURFACE MATERIAL 1/2 " (12.7MM) ABOVE BE MAXIMUM OF TOP OF EDGING TO w/ XLR ADAPTORALUMINUM EDGINGCLEANLINE XL PERMALOC SCALE: 2"=1'-0" VISIT:WWW.PERMALOC.COMPURCHASING INFORMATION FOR PRODUCT AND CONTRACTOR'S NOTE: (616) 399-9600 (800) 356-9660,HOLLAND MI.PERMALOC CORPORATION, MANUFACTURED BY PERMALOC CLEANLINE XL AS FORM A CONTINUOUS CORNER.UP HALFWAY ANDCORNERS - CUT BASE EDGING (3) XLR ADAPTORSALUMINUM STAKES ANDINCLUDE (5) 18" (457 MM) 16'-0" (4.88 M) SECTIONS TO (3) XLR ADAPTORSALUMINUM STAKES ANDINCLUDE (3) 18" (457 MM) 8'-0" (2.44 M) SECTIONS TO "INSTALLATION GUIDELINES"INSTALL PER MANUFACTURER'S1. (800) 356-9660 PHONE: (616) 399-9600 fax: (616) 399-9770 WWW.PERMALOC.COMPERMALOC CORPORATION, 13505 BARRY STREET HOLLAND, MI, 49424 XL1.dwg ALUMINUM LANDSCAPE BED EDGING 2. 3. 4. 5. 6. 0.116" (2.95MM) THICK3/16 " X 5" (3.2MM X 127MM), w/ 0.25" (6.35MM) EXPOSED TOP LIP FMF FBL FGR FBR 3/16 " X 6" (3.2MM X 152.4MM),0.116" (2.95MM) THICK ISOMETRIC VIEW NTS STAKE 0.116" (2.95MM) THICK3/16 " X 8" (3.2MM X 203MM), 3/16 " X12" (3.2MM X 305MM),0.116" (2.95MM) THICK w/ 0.25" (6.35MM) EXPOSED TOP LIP FMF FBL FGR FBR w/ 0.25" (6.35MM) EXPOSED TOP LIP FMF FBL FGR FBR w/ 0.25" (6.35MM) EXPOSED TOP LIP FMF FBL FGR FBR **PRE-MANUFACTURED CORNERS AVAILABLE UPON REQUEST** PERMALOC ALUMINUM LANDSCAPE EDGING TM (GR) GREEN DURAFLEX-MEETS AAMA 2603 (BR) BRONZE DURAFLEX-MEETS AAMA 2603 1-30-24 7-11-22LANDSCAPE ARCHITECTURAL PLANS FORGUS AND KYNDRA DAHLEH2516 & 2518 BAYSIDE DR. • CORONA DEL MAR, CA 92625PH. (310) 714-836-7975DATE: DRAWN BY:D.P. 7-11-22 © 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 - 9 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 EPA2022-0148 0 8 16 24 32 40 48 GRAPHIC SCALE SCALE: 1/8" = 1'-0" NORTH NEIGHBORING RESIDENCEALLEY DAHLIA AVENUEBAYSIDE DRIVE (E.) RETAINING WALL - PROTECT IN PLACE (E.) RETAINING WALL - PROTECT IN PLACE (N.) RETAINING WALL - SEE STRCT. DWGS. (69.17) NG J.ADU BATH #1 W.I.C.LAUNDRY STAIR MECH 2-CAR GARAGE BATH #2 BED #1 HALLWAY BATH #3 BED #2 ENTRY R @0' - 7 11/16"16 ELEV. ELEV. EQUIP. A/V RACK F.F.E. 59.63 P.L. W.M.W.M. 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. 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. 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 VOLTAGE GUIDELINE TOTAL WATTAGE OF RUNLINEAR FT. OF # 12/2 WIRE FROM THE TRANSFORMER TO THE FIRST LAMP 40 WATTS 80 WATTS 108 WATTS 128 WATTS 144 WATTS 180 WATTS VOLTAGE TAP TO BE USED AT TRANSFORMER 25 LN. FT. 50 LN. FT. 75 LN. FT. 100 LN. FT. 150 LN. FT. 200 LN. FT. 250 LN. FT. 300 LN. FT. 350 LN. FT. 400 LN. FT. 450 LN. FT. 500 LN. FT. 550 LN. FT. 600 LN. FT. 650 LN. FT. 700 LN. FT. 750 LN. FT. 800 LN. FT. 12 V 12 V 12 V 13 V 13 V 13 V12 V 12 V 12 V 13 V 14 V 14 V12 V 12 V 13 V 13 V 14 V 14 V12 V 13 V 14 V 14 V 15 V 16 V13 V 14 V 15 V 16 V 16 V 18 V14 V 14 V 16 V 17 V 18 V 20 V14 V 16 V 17 V 18 V 20 V 20 V15 V 17 V 18 V 20 V 20 V15 V 18 V 20 V 15 V 20 V 15 V 20 V16 V17 V17 V 18 V 18 V20 V 20 V 20 V 20 V HOW TO USE DIFFERENT VOLT TAPS. EXAMPLE: If the first light tests at 8 volts, subtract 8 volts form 12 volts, which equals 4 volts. Now add the 4 volts back into 12 volts and that will equal 16 volts (thus) 12 VOLTS -8 VOLTS = 4 VOLTS 12 VOLTS + 4 VOLTS = 16 VOLTS CONTRATOR SHALL RUN MINIMUM OF 8 GUAGE WIRE FROM THE TRANSFORMER FOR THE FIRST 15 FT., PRIOR TO THE REDUCTION OF WIRE SIZE. WIRE SIZE UNDER 14 GUAGE IS NOT PERMITTED FOR THIS PROJ. LIGHTING CABLE / DISTANCE CHART CABLE TYPE RECOMMENDED DISTANCE FROM TRANSFORMER (SINGLE RUN) MAXIMUM WATTAGE (LOAD) O N E C I R C U I T 2 C O N D U C T O R S 18 / 2 20 FEET 100 WATTS 200 WATTS 250 WATTS 300 WATTS 300 WATTS 300 WATTS 16 / 2 150 FEET 14 / 2 80 FEET 12 / 2 100 FEET 10 / 2 150 FEET 8 / 2 200 FEET 2 C I R C U I T S 3 C O N D U C T O R S 12 / 3 200 FEET 600 WATTS, (300 WATTS PER CIRCUIT) 10 / 3 250 FEET 600 WATTS, (300 WATTS PER CIRCUIT)LIGHTING PLAN4 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 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 MATTE BRONZE PATH LIGHT TOP TOP-PL-468-20.5 3.5 WATT LED 12 LOCATE ±8" AWAY FROM ANY WALK OR PATIO T 1-30-24 7-11-22LANDSCAPE ARCHITECTURAL PLANS FORGUS AND KYNDRA DAHLEH2516 & 2518 BAYSIDE DR. • CORONA DEL MAR, CA 92625PH. (310) 714-836-7975DATE: DRAWN BY:D.P. 7-11-22 © 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 - 9 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 EPA2022-0148 0 8 16 24 32 40 48 GRAPHIC SCALE SCALE: 1/8" = 1'-0" NORTH NEIGHBORING RESIDENCEALLEY DAHLIA AVENUEBAYSIDE DRIVE (E.) RETAINING WALL - PROTECT IN PLACE (E.) RETAINING WALL - PROTECT IN PLACE (N.) RETAINING WALL - SEE STRCT. DWGS. (69.17) NG J.ADU BATH #1 W.I.C.LAUNDRY STAIR MECH 2-CAR GARAGE BATH #2 BED #1 HALLWAY BATH #3 BED #2 ENTRY R @0' - 7 11/16"16 ELEV. ELEV. EQUIP. A/V RACK F.F.E. 59.63 P.L. W.M.W.M. 660 KINGS RD. NEWPORT BEACH NEWPORT BEACH NEWPORT BEACH NEWPORT BEACH NEWPORT BEACH DAVID A. PEDERSEN 5-9-20 3895 DAVE@DPLANDSCAPE.COM949-251-8999 20271 ACACIA ST. NEWPORT BEACH CA. SUITE 120 1-30-22 5-9-20 ·         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. 6IRRIGATIONPLANALL PIPING AND RELATED IRRIGATION EQUIPMENT SHOWN IN PAVED AREAS IS FOR CLARITY ONLY, ALL EQUIPMENT TO BE INSTALLED IN PLANTED AREAS WHEN POSSIBLE. THE FINAL LOCATION AND EXACT POSITIONING OF THE IRRIGATION CONTROLLER SHALL BE APPROVED BY THE OWNER PRIOR TO INSTALLATION. THIS IRRIGATION SYSTEM SHALL BE INSTALLED BY A COMPETENT LANDSCAPE CONTRACTOR EXPERIENCED IN IRRIGATION INSTALLATION AND THE BASIC FUNDAMENTALS OF ITS HYDRAULIC DEMANDS. THE IRRIGATION CONTRACTOR SHALL FIELD SELECT ALL IRRIGATION NOZZLES AND ARK PATTERNS TO OBTAIN OPTIMUM HEAD TO HEAD COVERAGE WITH THE MINIMUM OF OVER-SPRAY. THE IRRIGATION CONTRACTOR SHALL GUARANTEE ENTIRE SPRINKLER SYSTEM AGAINST DEFECTIVE MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF APPROVAL. SHOULD ANY REPAIRS BE NECESSARY DURING THE PERIOD, IF DUE TO DEFECTIVE MATERIALS OR WORKMANSHIP, CONTRACTOR SHALL REPAIR AT HIS EXPENSE. OBSTRUCTIONS WHEN VERTICAL OBSTRUCTIONS (UTILITIES BOXES, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. (TYPICAL) 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 FEBCO 825YA SERIES REDUCED PRESSURE BACKFLOW PREVENTER - INSTALL WITH WILKINS YBP-80 STRAINER AND WILKINS 500XL SERIES PRESSURE REGULATOR (IF NECESSARY) IRRITROL 700-1 SERIES 'ULTRA FLOW' ELECTRIC CONTROL VALVE USED AS MASTER VALVE TORO TFS-050 SERIES FLOW SENSOR IN PVC TEE NIBCO T-580-70 TWO-PIECE BRONZE BALL VALVE - FULL PORT IRRITROL 700-1 SERIES 'ULTRA FLOW' ELECTRIC CONTROL VALVE FS MV BP ET SCH 40 PVC IRRIGATION PRESSURE MAINLINE 18" MIBNIMUM COVER CLASS 200 PVC NON-PRESSURE LATERAL LINE - 12" MINIMUM COVER NETAFIM TLHCVXR5-12XX DRIP LINE TUBING WITH 0.53 GPH EMITTERS AT 12" O.C. - ROS OF TUBING TO BE ABOUT 16" -18" O.C. BURY TUBING 3"-4" BELOW GRADE - STAPLE DOWN FIELD FABRICATED OPERATION INDICATOR / MANUAL FLUSH VALVE ASSEMBLY. EQUIPMENT LEGEND SYMBOL MANUFACTUER / MODEL NUMBER TORO 570Z-6P-COM-OT-POP UP SPRAY HEADS WITH 'PRECISION SPRAY NOZZLE AND CHCK VALVE C IRRITROL 700-1 SERIES 'ULTRA FLOW' ELECTRIC CONTROL VALVE - INSTALL WITH 1" 25 PSI SENNINGER PRESSURE REGULATOR AND 1" NETAFIM DISC FILTER BPMVFS1" 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. AUTOMATIC IRRIGATION CONTROLLERS UTILIZING EVAPOTRANSPIRATION WITH NONVOLATILE MEMORY SHALL BE REQUIRED FOR IRRIGATION SCHEDULING IN ALL IRRIGATION SYSTEMS RECOMMENDING U.S. EPA WATERSENSE LABELED DEVICES AS APPLICABLE. ET C 3/4"3/4" 3/4" 3/4" 3/4" 3/4"3/4" 3/4"3/4" 1" 1"1"1" HOUSE WANTER METER PARK AREA WATER METER TOTAL IRRIGATED PARK AREA = 2,260 SQ. FT. 1-30-24 7-11-22LANDSCAPE ARCHITECTURAL PLANS FORGUS AND KYNDRA DAHLEH2516 & 2518 BAYSIDE DR. • CORONA DEL MAR, CA 92625PH. (310) 714-836-7975DATE: DRAWN BY:D.P. 7-11-22 © 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 - 9 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 EPA2022-0148 IRRIGATIONDETAILS6 * 4" 2" 1.FLOW SENSOR PER IRRIGATION LEGEND 2. #14 UF WIRES TO CONTROLLER (COLOR CODE DIFFERENTLY THAN COMMON WIRE, CONTROL WIRES, AND MASTER VALVE WIRES). 3. WATERPROOF WIRE CONNECTORS (2 REQUIRED) 4.FINISH GRADE 5. RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (NDS #314BCB) HEAT BRAND 'FS' ON LID IN 2" HIGH BLOCK LETTERS 6.MAINLINE PIPING PER IRRIGATION LEGEND (SENSOR SIZE) 7.RECTANGULAR PLASTIC VALVE BOX EXTENSION (NDS #214-6) 8.COMMON BRICK SUPPORTS (4 REQUIRED) 9.FILL BASE OF BOX WITH PEA GRAVEL 10.NATIVE SOIL * 1/2" IN TURF AREA, 2" IN SHRUB AREAS FLOW SENSOR MIN. 5X PIPE DIA. STRAIGHT PIPE MIN. 10X PIPE DIA. STRAIGHT PIPE 18"1 2 3 4 5 6 7 8 9 10 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" MV FLOW 4" 1.MASTER VALVE PER IRRIGATION LEGEND 2.FINISH GRADE 3.RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (NDS #314BCB) HEAT BRAND 'MV' ON LID IN 2" HIGH BLOCK LETTERS. 4.SCH 40 PVC MALE ADAPTER (2 REQUIRED) USE REDUCING ADAPTERS WHERE MAINLINE IS LARGER THAN VALVE 5.SCH 40 PVC 45° ELL (4 REQUIRED) 6.MAINLINE PIPING PER PLAN 7.RECTANGULAR PLASTIC VALVE BOX EXTENSION (NDS #214-6) 8.COMMON BRICK SUPPORTS (4 REQUIRED) 9.WATERPROOF WIRE CONNECTORS (2 REQUIRED) 10.#14 UF WIRES TO CONTROLLER (COLOR CODED) 11.I.D. TAG WITH 'MV' PRINTED ON IN (CHRISTY'S #ID-STD-Y1) 12.FILL BASE OF BOX WITH PEA GRAVEL 13.NATIVE SOIL MASTER CONTROL VALVE 1 2 3 4 5 6 7 8 9 10 11 5 12 1318"* 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 1.REDUCED PRESSURE BACKFLOW PREVENTER PER IRRIGATION LEGEND 2.BRASS CLOSE NIPPLE (R/P SIZE) 3.WILKINS 500XL SERIES PRESSURE REGULATOR (R/P SIZE) 4.BRASS NIPPLE (R/P SIZE) 5.6" THICK CNCRETE SUPPORT BLOCK 6.FINISH GRADE 7.NATIVE SOIL 8.BRASS ELL (R/P SIZE) 9.SCH 40 PVC MALE ADAPTER (BUSH UP TO MAINLINE PLAN SIZE WHERE R/P DIVICE IS SMALLER THAN MAINLINE SIZE) 10.MAINLINE PIPING PER IRRIGATION LEGEND (TO SYSTEM) 11. MAINLINE PIPING FROM P.O.C. 12.WILKINS YBP-80 STRAINER (R/P SIZE) NOTES: INSTALL PER ALL LOCAL CODES. FINAL LOCATION TO BE APPROVED IN THE FIELD BY THE LANDSCAPE ARCHITECT AND / OR OWNER. BACKFLOW PREVENTER ASSEMBLY 1 2 3 4 5 6 7 8 9 10 2 4 8 9 11 12 12" - 18"6" 6" 6"-12" 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 18"* 4" 6" 4" A2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 11.PRESSURE REGULATOR PER LEGEND. 12.WYE FILTER PER LEGEND 13.FILL BASE OF BOX WITH PEA GRAVEL 14.COMMON BRICK SUPPORTS (4 REQUIRED) 15.MAINLINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) 16.SCH 40 PVC MAINLINE FITTING WITH 1" OUTLET 17.1" SCH 40 PVC MAINLINE PIPING (LENGTH AS REQUIRED) 18.1" SCH 40 PVC ELL 19.#14 UF WIRES TO CONTROLLER (COLORED CODED) 20.WATERPROOF WIRE CONNECTOR (2 REQUIRED) *1/2" IN TURF AREAS, 2" IN SHRUB AREAS 1.REMOTE CONTROL VALVE PER IRRIGATION LEGEND 2.RECTANGULAR JUMBO PLASTIC VALVE BOX WITH LOCKING LID (NDS #318BCB) HEAT BRAND STATION NUMBER AND 'DZ' ON LID IN 2" HIGH BLOCK LETTERS 3.I.D. TAG WITH STATION NUMBER PRINTED ON IT (CHRISTY'S #ID-STD-Y1) 4. SCH 40 PVC BALL VALVE 5.SCH 80 PVC CLOSE NIPPLE 6.FINISH GRADE 7.NATIVE SOIL 8.SCH 40 PVC MALE ADAPTER 9.PVC PIPING TO SYSTEM (CONNECT AND ADAPT AS NECESSARY) 10.RECTANGULAR PLASTIC VALVE BOX USED AS EXTENSION (NDS#318B)DRIP ZONE VALVE ASSEMBLY 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 WATER PROOF 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). IrritrolCLIMATE 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"1-30-24 7-11-22LANDSCAPE ARCHITECTURAL PLANS FORGUS AND KYNDRA DAHLEH2516 & 2518 BAYSIDE DR. • CORONA DEL MAR, CA 92625PH. (310) 714-836-7975DATE: DRAWN BY:D.P. 7-11-22 © 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 - 9 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 EPA2022-0148 IRRIGATIONDETAILS7 1.FINISH GRADE OF MULCH LAYER 2.NATIVE SOIL / BACKFILL PER SPECIFICATIONS 3.FINISH GRADE 4.POLY TUBING PER IRRIGATION LEGENDFINISH GRADE 5.STEEL TUBING-SOIL STAPLE (NETAFIM TLS6 OR APPROVED EQUAL) 6.NATIVE SOIL / BACKFILL PER SPECIFICATIONS 7.DEPTH OF MULCH PER PLANTING PLAN OR SPECIFICATIONS DRIP LINE TUBING NOTES: LOCATE STAPLES ALONG TUBING AT ABOUT 4 FT. O.C. AND AT ALL FITTINGS (TEES, ELLS, ETC.) AND CHANGES IN DIRECTION OF TUBING. BURY TUBING PER THE IRRIGATION PLAN / NOTES. ELEVATION SECTION 3"-4" 1 2 3 4 5 6 7 7 1 2 3 4 5 6 1.POP-UP INDICATOR HEAD, WITH A GPH IRRIGATION DRIP FLUSH NOZZLE, MODEL #GDFN-T, ORANGE COLORED NOZZLE TO REMAIN IN THE CLOSED POSITION DURING SYSTEM OPERATION AND OPENED FOR SYSTEM FLUSHING. DIRECT FLUSH STREAM INTO PLANTER. 2.INSTALL POP-UP INDICATOR HEAD 1/2" ABOVE FINISHED GRADE IN SHRUB AND GROUND COVER AREAS 3.UNDISTURBED SOIL 4.SUBSURFACE DRIP TUBING, DEPTH AS SHOWN ON LEGEND AND DETAIL 5.DRIP CONNECTION ASSEMBLY, SEE DRIP TUBING CONNECTION DETAIL 6.LANDSCAPE MULCH PER SPECIFICATION. 7.SCH 40 PVC SxSxT TEE FITTING, LATERAL X LATERAL X 1/2" SIZE WITH FIPT THREADS 8.TORO 570Z-12LP, 12" POP-UP HEAD 9.PRE-ASSEMBLED POLY, TRIPLE SWING JOINT, 1/2" MIPT INLET AND OUTLET WITH A 12" LAY LENGTH, GPH IRRIGATION MODEL #GSJ0512 10.DRIP SYSTEM DISCHARGE HEADER, PVC LATERAL LINE PIPE, TYPE AND SIZE AS SHOWN ON LEGEND, OR 1 1/4" MINIMUM SIZE PER THE DRIP I NSTALLATION DETAILS NOTE: ONLY USE BOTTOM INLET OF SPRINKLER HEAD. IF POSSIBLE, LOCATE FLUSH / INDICATOR ASSEMBLY IN AREA WITH EASY ACCESS FOR MAINTENANCE. INSTALL ORANGE COLORED INDICATOR NOZZLE ON POP-UP HEAD AND ADJUST TO FULLY CLOSED. FOR RECYCLED WATER USE A GPH IRRIGATION GDFN-T-R, PURPLE COLOR CODED FLUSH NOZZLE. DRIP LINE SYSTEM - FLUSH VALVE ASSEMBLY 1 2 3 4 5 6 7 8 9 10 12" 1.DRIP ZONE VALVE PER LEGEND 2.PVC LATERAL LINE FROM VALVE INTO PLANTER AREA - PLAN SIZE 3.POLY TUBING SUPPLY HEADER - USE BLANK TUBING WHERE EMITTERS ARE NOT NEEDED (LOCATE IN HYDRAULIC CENTER OF ZONE WHERE POSSIBLE) 4.SUPPLY HEADER CROSS CONNECTION - SEE DETAIL AT RIGHT 5.SUPPLY HEADER TEE CONNECTION - SEE DETAIL AT RIGHT 6.DRIP LINE POLY TUBING PER LEGEND 7.FLUSH HEADER ELBOW CONNECTION - SEE DETAIL AT RIGHT 8.FLUSH HEADER TEE CONNECTION - SEE DETAIL AT RIGHT 9.POLY TUBING FLUSH HEADER - USE BLANK TUBING WHERE EMITTERS ARE NOT NEEDED 10.FLUSH VALVE PLUMBED TO FLUSH HEADER AT LOW POINT 11.OPERATION INDICATOR - INSTALL ON TUBING AT FARTHEST POINT FROM DRIP ZONE VALVE DRIP LINE SYSTEM - TYPICAL LAYOUT FV FV ROW SPACING PER PLANEQUAL EQUAL 12 3 4 5 6 6 6 7 8 9 10 11 8 10 8 8 9 7 4 LAYOUT EMITTERS IN TRIANGULAR PATTERSPACE ROWS PER PLAN SET PERIMETER LATERALS APPROXIMATELY 4" FROM PLANTER EDGE. RUN ROWS OF TUBING PARALLEL TO LONG AXIS OF PLANTED AREA. INSTALL FLUSH VALVES AT END OF EACH RUN. REFER TO THE GUIDELINES AND INSTALLATION DETAILS FROM THE MANUFACTURER FOR THE INSTALLATION OF ALL DRIP LINE SYSTEMS. A.POLY TUBING DRIP LINE PER LEGEND B.POLY TUBING (BLANK OR DRIP LINE AS NEEDED) SUPPLY HEADER. C.NETAFIM INSET CROSS MODEL TLCROSS. D.NETAFIM INSERT TEE MODEL TLTEE E.POLY TUBING (BLANK OR DRIP LINE AS NEEDED) FLUSH HEADER. F.NATAFIM INSERT ELL MODEL TLELL. A B A B SUPPLY HEADER CROSS C D E F PLAN VIEW SUPPLY HEADER TEE FLUSH HEADER ELBO FLUSH HEADER TEE A D A E E AA B 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 WIRING AND REPAIR 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, SETTLEMENT OR OTHER DAMAGE AFFECTING THE OPERATION OF A COMPONENT. REPAIR AS NEEDED. QUARTERLY REMOTE CONTROL VALVES, ISOLATION 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, MISALIGNMENT 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. QUICK COUPLING VALVE 1.QUICK COUPLING VALVE PER IRRIGATION LEGEND 2.#4x36" REBAR SUPPORT STAKE (2 REQUIRED) 3.STAINLESS STEEL CLAMP (2 REQUIRED) 4.FINISH GRADE 5.10" ROUND PLASTIC VALVE BOX WITH LOCKING LID (NDS #312BCB) HEAT BRAND "QC" ON LID IN 2" HIGH BLOCK LETTERS 6.3/4"x6" SCH 80 PVC NIPPLE 7.3/4" SCH 40 PVC STREET ELL (3 REQUIRED) 8.COMMON BRICK SUPPORTS (3 REQUIRED) 9.3/4"x12" SCH 80 PVC NIPPLE 10.3/4" SCH 40 PVC ELL (SxT) 11.3/4" SCH 40 PVC MAINLINE (12" MINIMUM LENGTH) 12.SCH 40 PVC MAINLINE FITTING (TEE OR ELL) WITH 3/4" SLIP OUTLET 13.MAINLINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) 14.NATIVE SOIL 15.FILL BASE OF BOX WITH PEA GRAVEL *1/2" IN TURF AREAS, 2" IN SHRUB AREAS 1 2 6 7 8 4 5 9 3 2"*10 11 12 13 6" 36" 7 7 SECTION / ELEVATION 18"15 14 1-30-24 7-11-22LANDSCAPE ARCHITECTURAL PLANS FORGUS AND KYNDRA DAHLEH2516 & 2518 BAYSIDE DR. • CORONA DEL MAR, CA 92625PH. (310) 714-836-7975DATE: DRAWN BY:D.P. 7-11-22 © 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 - 9 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 EPA2022-0148 0 8 16 24 32 40 48 GRAPHIC SCALE SCALE: 1/8" = 1'-0" NORTH NEIGHBORING RESIDENCEALLEY DAHLIA AVENUEBAYSIDE DRIVE (E.) RETAINING WALL - PROTECT IN PLACE (E.) RETAINING WALL - PROTECT IN PLACE (N.) RETAINING WALL - SEE STRCT. DWGS. (69.17) NG J.ADU BATH #1 W.I.C.LAUNDRY STAIR MECH 2-CAR GARAGE BATH #2 BED #1 HALLWAY BATH #3 BED #2 ENTRY R @0' - 7 11/16"16 ELEV. ELEV. EQUIP. A/V RACK F.F.E. 59.63 P.L. W.M.W.M. SYMBOL QUANTITY ACA-COG 90 AEO-URB 3 ALO-RUD 25 CIT-SUN 36 CRA-UND 22 ELA-DEC 16 MIS-SIN 25 PHL--FRU 3 PIT-CRE 51 SEN-MAN 85 SES-AUT 26 TAG-LEM 3 WIS-WYN 18 SESLERIA AUTUMNALIS AUTUMN MOOR GRASSSES-AUT ONE GAL.GRASS TO 20" TALL, BEARS SPIKE-LIKE SILVER-WHITE (TURNING GOLDEN) FLOWER TASSELS SENECIO MANDRALISCAE BLUE PICKLE SEN-MAN ONE GAL.SUCCULENT PERENNIAL WITH WAXY BLUE FOLIAGE TO 12" HIGH, MASS PLANT AS GROUND COVER. ALO-RUD ALOE RUDIKOPPE 'LITTLE GEM'LITTLE GEM ALOE ONE GAL.LOW GROWING LUSH GREEN ALOE THAT BLOOMS ALL YEAR IN BOTH FULL SUN TO PART SHADE. ELA-DEC ELAEOCARPUS DECIPIENS 'MONPROUD'LITTLE EMPEROR JAPANESE BLUEBERRY 24" BOX UPRIGHT EVERGREEN SHUB TO 8 FT. WITH GLOSSY GREEN FOLIAGE THAT TURNS BRIGHT RED BEFORE DROPPING. CRA-UND CRASSULA UNDULATIFOLIA 'BLUE WAVE'BLUE WAVE RIPPLE JADE FIVE GAL.COMPACT DENSE SMALL SUCCULENT TO 3FT. W/ TWISTED BLUISH GREY LEAVES. ACA-COG ACACIA COGNATA 'COUSIN ITT'MINI COG ACACIA FIVE GAL.EVERGREEN MOUNDING SHRUB TO 30". W/ A 4' SPREAD. NARROW 2 INCH LONG PENDULOUS LEAVES. WIS-WYN WISTRINGIA WYNYABBIE HIGHLIGHT VARIEGATED WESTRINGIA FIVE GAL.EVERGREEN SHRUB TO 3 FT. WITH SMALL WHITE FLOWERS CREAM MARGINED SLENDER GRAY FOLAGE PHL-FRU PHLOMIS FRUTICOSA JERUSALEM SAGE FIVE GAL.SMALL EVERGREEN PERENNIAL WITH GRAY GREEN LEAVES AND YELLOW FLOWERS, DROUGHT TOLERANT. SYMBOL BOTANICAL NAME COMMON NAME SIZE DESCRIPTION TREES COMPACT, EVERGREEN SHRUB TO 3’ X 4’ WITH ATTRACTIVE GRAY GREEN FOLIAGE. BRIGHT ROSE FLOWERS.CIT-SUN CISTUS X ‘SUNSET’SUNSET ROCKROSE 15 GAL. MIS-SIN MISCANTHUS SINENSIS 'YAKU JIMA'DWARF MAIDEN GRASS FIVE GAL.ORNAMENTAL GRASS TO 4 FT. SHRUBS SYMBOL BOTANICAL NAME COMMON NAME SIZE DESCRIPTION CAS-LEP CASSIA LEPTOPHYLLA GOLD MEDALLION TREE 42" BOX SEMIEVERGREEN TREE TO 25 FT. W/ LOW SPREADING PENDULOUS FORM. COMPOUND LEAVES AND LONG SPIKES OF YELLOW FLOWERS. PIT-CRE PITTOSPORUM CREAM DE MINT DWARF DWARF VARIEGATED PIT.15 GAL.MOUNDING VARIEGATED GRAY GREEN SHRUB TO 30". SUN OR SHADE. TAG-LEM TAGETES LEMMONII MEXICAN MARIGOLD FIVE GAL.MOUNDING 4 FT. SHRUB WITH WIDER SPREAD AND FRAGRANT FINELY DIVIDED FOLIAGE AND BRILLIANT ORANGE-YELLOW FLOWERS IN FALL AND WINTER. AEO-URB AEONIUM URBICUM SALAD BOWL AEONIUM FIVE GAL.LARGE GREEN SUCCULENT LEAVES IN ROSETTS UP TO 2 FT. ACROSS REGULAR WATERING 3 FT. WIDE BY 18" TALL. 8PLANTING PLANEE E E E E P P W P P W W W W W W W W WWW W WWW W W P S P P P P P P P P P P P P PP P P P P P P P P P P P P P P P P P P P P P P PPPPPPPP P P P P P S S S S S S S S S S SS S SS S S S S S S S S S S SS SS S S SS S S S S S S S S S SS S S S S S S S S S S S S S S S S S S S S S S S S S S SSSSSSSSSSSSSS m m m m m m m m m m m m m m m m m m m m m m m T.G. T.G.T.G. C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C CCC C LAWN E E E E E E E E E E W W W W W CRA-UND WIS-WYN MIS-SIN CIT-SUN TAG-LEM SEN-MAN SES-AUT CRA-UND ELA-DEC ALO-RUD ACA-COG PIT-CRE CRA-UND AEO-URB ALO-RUD WIS-WYN CAS-LEP CAS-LEP CAS-LEP CAS-LEP 1-30-24 7-11-22LANDSCAPE ARCHITECTURAL PLANS FORGUS AND KYNDRA DAHLEH2516 & 2518 BAYSIDE DR. • CORONA DEL MAR, CA 92625PH. (310) 714-836-7975DATE: DRAWN BY:D.P. 7-11-22 © 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 - 9 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 EPA2022-0148 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, DEFORMEDOR 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 THEIR 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 THEIR REPRESENTATIVE TO VERIFY THE FOLLOWING: HEALTHY, PEST FREE PLANT MATERIALS, VIABLE WEED FREE  GROUND COVER AREAS, STAKING OF TREES, ETC. 9PLANTINGSPECIFICATIONS1-30-24 7-11-22LANDSCAPE ARCHITECTURAL PLANS FORGUS AND KYNDRA DAHLEH2516 & 2518 BAYSIDE DR. • CORONA DEL MAR, CA 92625PH. (310) 714-836-7975DATE: DRAWN BY:D.P. 7-11-22 © 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 - 9 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 EPA2022-0148 DN 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 VERTICAL STORM DRAIN PIPE IN-WALL / OVERFLOW - MTL. PIPE PER CHAPTER 11 OF CPC, SIZE PER TABLE 1103.1 (MIN. 2 ” DIA. PIPE & TYP. 3” DIA. PIPE) – SEE CIVIL DWGS. FOR TERMINATION DTLS. ABV. OR BLW. GROUND. VERIFY ALL TERMINATION POINTS, TYPE AND DETAILS W/. CIVIL PRIOR TO POURING THE CONCRETE SLAB OVERFLOW DRAINLINE UP EXT. STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE ARTIFICIAL LIGHT SOURCE AT THE TOP LANDING AND FOR STAIR TO THE BASEMENT AT BOTH TOP AND BOTTOM LANDING (R303.8) - REF. DTL. 3/AD-1 -VERIFY TREADS DEPTH AND RISERS HT. W/. CIVIL AND LANDSCAPE DWGS 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) NEIGHBORING RESIDENCE NOT A PARTNOT A PART J.ADU BED #2 BATH #1W.I.C.LAUNDRY ELEV. BATH #3 STAIR MECH BED #1 BATH #2 2-CAR GARAGE APN: 4591 14 10 LOT 1 BLOCK 331 M.M. 3/41-42 PROJECT ZERO (FINISH FLOOR): 59.63' T.O.S.: 59.50'CLR.21' - 7 5/8"ALLEYDAHLIA AVENUEBAYSIDE DRIVE N49N49oo24'15"W 117.89'24'15"W 117.89' N49N49oo24'43"W 117.90'24'43"W 117.90'N40N40oo33'53"E 30.01'33'53"E 30.01'N40N40oo34'17"E 30.02'34'17"E 30.02'R.Y.S.B. 5' - 0"S.Y.S.B.3' - 0"S.Y.S.B.3' - 0"F.Y.S.B. 15' - 0" 1 2 1 3 1 4 31 59.63' F.F.F.O.F.13' - 3 1/2"13' - 4"F.O.F.3' - 0"3' - 0 1/2"9' - 7 1/2"F.O.F.3' - 0"3' - 2"F.O.F. 18' - 0 1/4" 18' - 0 3/4" 5 6 7 7 F.O.F. 15' - 0" 25' - 0"65' - 0"7' - 0 1/4" 8 SLOPE PER CIVIL 9 10 10 10 10 11 12 1313 14 15 12 12 16 17 18 1819 17 20 17 17 21 223' - 1"72.99' T.W.72.99' T.W.66.50' T.W.76.61' T.W.4' - 10 1/8"4' - 11 1/2"70.00'67.50'65.00'63.00' 171717(HARDSCAPE - LEVEL ABV.) 76.61' T.W. CLR. 2' - 10 1/2" (E.) RETAINING WALL - PROTECT IN PLACE (E.) RETAINING WALL - PROTECT IN PLACE (E.) RETAINING WALL - TO BE REMOVED (N.) RETAINING WALL - SEE STRCT. DWGS.(N.) RETAINING WALL - SEE STRCT. DWGS. 5 5 23 23 23 2323 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 07/07/22 ARCHITECTURAL SITE PLANDAHLEH RESIDENCECDM INVESTORS LLC. 331 POINSETTIA CORONA DEL MAR, CA 92625 P: 708.307.1829 CDP 2516/2518 BAYSIDE DR. CORONA DEL MAR, CA 92625 A-0.0 TBD JEFF VAN VOORHIS, AIA PROJECT NORTHTRUE NORTH 3/16" = 1'-0"1 ARCHITECTURAL SITE PLAN 1 PROPERTY LINE 2 FRONT YARD SETBACK 3 SIDE YARD SETBACK 4 REAR YARD SETBACK 5 FOOTPRINT OF EXISTING STRUCTURE, TO BE REMOVED 6 CENTERLINE/FLOWLINE OF ALLEY 7 CENTERLINE OF STREET 8 (N.) PROPERTY LINE FENCE - WD. O/. CONCRETE CURB & FTG. TYP. U.N.O. - PAINT TO MATCH EXTERIOR (MAX. 6' ABV. N.G.) [ON OWNER'S SIDE] 9 (N.) CONCRETE STEPS ON GRADE - REF. CIVIL DWGS. 10 (E.) LANDSCAPING ON CITY PROPERTY 11 (E.) SIDEWALK - PROTECT IN PLACE 12 (E.) STORM DRAIN M.H. - (REF. SURVEY & CIVIL DWGS.) 13 (E.) GAS METER LOCATION - (REF. SURVEY & CIVIL DWGS.) 14 (E.) WATER METER LOCATION - (REF. SURVEY & CIVIL DWGS.) 15 (E.) SEWER M.H. - (REF. SURVEY & CIVIL DWGS.) 16 (E.) POWER POLE - PROTECT IN PLACE 17 PLANTED AREA - COORDINATE WITH LANDSCAPE DESIGNER 18 (N.) HARDSCAPE - STONE PAVERS (AS SELECTED), REF. LAND. DWGS. 19 (N.) WOOD GATE - AS SELECTED (MAX. 6' HT. ABOVE NATURAL GRADE) 20 GRAVEL - REF. LANDSCAPE DWGS. 21 RECESSED MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36"" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 22 TRASH LOCATION - SCREEN FROM STREET AS NEEDED 23 DASHED LINE INDICATES WORK IN THE R.O.W. REQUIRES AN ENCROACHMENT PERMIT NO. REVISION DATE PA2022-0148 25'7'65'LOT 3 LOT 2 LOT 5 DAHLIAAVENUE℄ALLEY℄BAYSIDE DRIVE℄ N49°24'15"W 117.89'N49°24'15"W 25.00'N40°33'53"E 30.01'N49°24'43"W 117.90'N40°33'53"E 95.00'N40°34'17"E 30.02'(53.43) AC (53.06)AC (52.78)AC (52.48) AC(52.20)AC (51.65)AC (50.98)AC (50.42)EG (50.93)EG (51.43)EG (51.55)EG (51.97)EG (52.14)EG (52.24) EG (52.42)EG (52.63)EG (52.79)EG (53.17)TC(52.66)FL (53.11)TC(52.51)FL (52.68)TC(52.08)FL(52.50)TC (52.08)FL(52.31)TC(51.66)FL (51.91)TC(51.35)FL(51.79)TC(51.32)FL (51.37)TC(50.87)FL (50.77)TC(50.33)FL (51.49)NG (52.32)FL (56.01)FS (56.69)FS (56.09)NG (54.50)FS (56.94)FS (56.58)FS (61.53)FS (62.07)SDMH (62.31)FS (72.22)NG(71.63)NG (62.33)FS (61.78)FS (63.18)NG (63.10)NG (67.57)NG (73.10)NG (105.37)RIDGE(113.41)CHIMNEY TOP (63.91)NG (58.93)FS (58.93)FS (58.68) FS (58.39)FS (59.48)FS (60.06)TC(59.53)FS (61.21)TC(61.72)FS (56.68)TC(56.37)FS (54.91)TC(54.33)FS(54.20)TC(53.50)FS (54.60)TC(53.93)FS (53.70)TC(52.95)FS (53.30)TC(52.62)FS(52.70)TC(52.11)FS (52.43)TC(52.42)FS (53.24)TC(52.56)FS (54.09)TC(53.52)FS (54.22)FS (53.57)FS (53.25)FS (52.17)FS (53.00)FS (51.97)FS (52.74)FS (52.24)FS(51.47)FS (51.64)FS (51.83)FS (52.49)NG (52.88)FS (54.38)NG (59.63)NG (57.95)NG (58.22)NG(58.48)NG (58.34)NG (57.96)FS (58.27)FS (58.39)FS(58.54)FS(58.88)NG (59.43)NG (59.30)FS (58.16)NG (60.71)FS (60.15)NG (71.55)NG (75.23)NG (69.17)NG (61.02)NG (62.73)NG (69.33)FS (64.32)FS (56.84)FS (74.97)NG (73.82)NG (76.98)NG (77.36)NG (72.89)NG (69.15)NG (67.88)NG(70.78)NG(74.41)NG (74.73)NG (71.36)FS (60.95)FS (52.87)NG (58.09)NG (58.53)NG (58.65)NG (58.98) NG (58.12)FS (57.61)FS (57.28)FS (58.00)FS (65.00)NG (117.01)CHIMNEY TOP (107.45)RIDGE (54.76)FS (53.68)FS (52.41)WM (52.30)GM EXISTINGBUILDING PROPERTYLINE ACU ACU 1.5' TALLWALL 3' TALLROCK WALL3.5' TALLWALL 10' TALLWALL DRIVEWAY WOOD DECK 36"PALMPROPERTYLINE 2.5' TALLWOOD WALL CURB CURB CURB PROPERTYLINE SCO 3' TALLWALL 10' TALLWALL WM SMH GA PP SDMH SIGN SIGN CURB CURB &GUTTER CATCHBASIN SDMH AC PAVEMENT 8" TREE 8"TREE8"TREE 24"TREE12"TREE 18"TREE GMGM GA SIGN 59.63' NG60.71' FS 58.27' FS 58.39' FS 63.91' NG70.78' NG76.98' NG71.46' INT EQEQEQ EQ 59.30' FS 77.36' NG FLAT ROOF DECK 3:123:125' - 0"24' - 5 5/8"24' - 5 5/8"24' - 5 5/8"24' - 5 5/8" 85.46' HIGH POINT ON WEST SIDE:71.36' LOW POINT ON EAST SIDE: 58.00' DIFFERENCE:13.36' DISTANCE: 121.66' PERCENT CHANGE: 11.00% 121.66 15' - 0"3:123:1285.46'89.58'89.58' 94.89'94.89'80.13' 84.96' T.W. 81.71' T.W. 81.71' T.W. 86.29' T.O. CHIMNEY 80.13' 20' - 0 7/8"4' - 4 3/4" 4' - 8 1/4"19' - 9 3/8" 58.46' FS INTERPOLATED 71.97 NG INTERPOLATED 20' - 0 7/8"4' - 4 3/4" 4' - 8 1/4"19' - 9 3/8" 68.99' NG INTERPOLATED 97.99' MAX. HT. 75.33' NG INTERPOLATED 104.33' MAX. HT.3' - 0"21' - 3 1/8"5' - 9"30' - 0 1/8"63.8' FS INTERPOLATED 92.80' MAX. HT. 68.99' NG INTERPOLATED 97.99' MAX. HT. 70.10' T.W. 63.36' NG INTERPOLATED 92.36' MAX. HT. 61.05' FS INTERPOLATED 90.05' MAX. HT. 61.05' FS INTERPOLATED 90.05' MAX. HT. 59.45' FS INTERPOLATED 88.45' MAX. HT.3' - 0 1/8"24' - 0 1/8"3' - 0"84.96' T.W. 68.50' NG INTERPOLATED 92.50' MAX. HT. 62.59' NG INTERPOLATED 86.59' MAX. HT. 58.20' FS INTERPOLATED 69.48 NG INTERPOLATED 79.33' 59.33' FS INTERPOLATED 83.33' MAX. HT. 79.33' 58.94' FS INTERPOLATED 82.94' MAX. HT. 63' - 9"20' - 10 3/4"22' - 8 1/8"11' - 9 5/8"21' - 6 3/8"3' - 0 1/2"9' - 4 3/8"18' - 0 1/4"20' - 10 3/4"13' - 7 5/8"10' - 3"6' - 0"7"5' - 7 3/4"4' - 7 1/4"6' - 0 5/8"6' - 5 1/2"6' - 0 5/8"5' - 2 3/8"3' - 10 5/8"5 1/2"6' - 4 5/8"2' - 11"4' - 3 1/2"12' - 7 1/4"5' - 2 1/4" ROOM TAGROOM NAME ? 1 10.00'SPOT ELEVATION KEYNOTE TAG REVISION TAG STRUCTURAL STEEL COLUMN - PER STRUCT., REF. STRUCT. DWGS. - PAINT AND SEAL AS REQUIRED - ARCH. TO APPV. PAINT COLOR FOR EXPOSED STEEL COLUMNS WALL FRAMING - REF. A-2.0 DIMENSION PLANS FOR SIZING AND DIMENSIONS CONCRETE WALL - 12" REINFORCED CAST IN PLACE CONCRETE WALL TYP. U.N.O. PER STRUCT., REF. STRUCT. DWGS. - FOR BASEMENT/RETAINING CONCRETE WALL PROVIDE WATERPROOFING OR DAMPROOFING 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 STRUCTURAL WOOD POST/COLUMN - PER STRUCT., REF. STRUCT. 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 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. VERTICAL STORM DRAIN PIPE IN-WALL / OVERFLOW - MTL. PIPE PER CHAPTER 11 OF CPC, SIZE PER TABLE 1103.1 (MIN. 2 ” DIA. PIPE & TYP. 3” DIA. PIPE) – SEE CIVIL DWGS. FOR TERMINATION DTLS. ABV. OR BLW. GROUND. VERIFY ALL TERMINATION POINTS, TYPE AND DETAILS W/. CIVIL PRIOR TO POURING THE CONCRETE SLAB OVERFLOW DRAINLINE NOTE: GENERAL CONTRACTOR TO PROVIDE SHOP DRAWINGS CONSISTENT WITH THE CONSTRUCTION DOCUMENTS. GENERAL CONTRACTOR TO REVIEW AND APPROVE ALL FINAL SHOP DRAWINGS PRIOR TO FABRICATION & POURING. ARCHITECT & STRUCTURAL ENGINEER TO REVIEW SHOP DWGS. FOR DESIGN CONFORMITY TO THE CONSTRUCTION DOCUMENTS PRIOR TO FABRICATION & POURING. 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" - CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. WATERPROOFING AND DAMPPROOFING NOTES: R406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER OF (A) THE TOP OF THE FOOTING OR (B) 6 INCHES (152 MM) BELOW THE TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8-INCH (9.5 MM) PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE DAMPPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1. BITUMINOUS COATING. 2. THREE POUNDS PER SQUARE YARD (1.63 KG/M2) OF ACRYLIC MODIFIED CEMENT. 3. ONE-EIGHTH-INCH (3.2 MM) COAT OF SURFACE-BONDING CEMENT COMPLYING WITH ASTM C887. 4. ANY MATERIAL PERMITTED FOR WATERPROOFING IN SECTION R406.2. 5. OTHER APPROVED METHODS OR MATERIALS. EXCEPTION: PARGING OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A MATERIAL IS APPROVED FOR DIRECT APPLICATION TO THE MASONRY.CONCRETE WALLS SHALL BE DAMPPROOFED BY APPLYING ANY ONE OF THE LISTED DAMPPROOFING MATERIALS OR ANY ONE OF THE WATERPROOFING MATERIALS LISTED IN SECTION R406.2 TO THE EXTERIOR OF THE WALL. R406.2 CONCRETE AND MASONRY FOUNDATION WATERPROOFING IN AREAS WHERE A HIGH WATER TABLE OR OTHER SEVERE SOIL-WATER CONDITIONS ARE KNOWN TO EXIST, EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE WATERPROOFED FROM THE HIGHER OF (A) THE TOP OF THE FOOTING OR (B) 6 INCHES (152 MM) BELOW THE TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1. TWO-PLY HOT-MOPPED FELTS. 2. FIFTY-FIVE-POUND (25 KG) ROLL ROOFING. 3. SIX-MIL (0.15 MM) POLYVINYL CHLORIDE. 4. SIX-MIL (0.15 MM) POLYETHYLENE. 5. FORTY-MIL (1 MM) POLYMER-MODIFIED ASPHALT. 6. SIXTY-MIL (1.5 MM) FLEXIBLE POLYMER CEMENT. 7. ONE-EIGHTH-INCH (3 MM) CEMENT-BASED, FIBER-REINFORCED, WATERPROOF COATING. 8. SIXTY-MIL (1.5 MM) SOLVENT-FREE LIQUID-APPLIED SYNTHETIC RUBBER. ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. EXCEPTION: ORGANIC-SOLVENT-BASED PRODUCTS SUCH AS HYDROCARBONS, CHLORINATED HYDROCARBONS, KETONES AND ESTERS SHALL NOT BE USED FOR ICF WALLS WITH EXPANDED POLYSTYRENE FORM MATERIAL. USE OF PLASTIC ROOFING CEMENTS, ACRYLIC COATINGS, LATEX COATINGS, MORTARS AND PARGINGS TO SEAL ICF WALLS IS PERMITTED. COLD-SETTING ASPHALT OR HOT ASPHALT SHALL CONFORM TO TYPE C OF ASTM D449. HOT ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LESS THAN 200°F (93°C). SLAB ON GRADE NOTE: PROVIDE BASE PER R506.2.2 AND VAPOR RETARDER PER R506.2.3 W/. CAPILLARY BREAK 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 07/07/22 SLAB EDGE PLAN AND GRADE PLANE EXHIBITDAHLEH RESIDENCECDM INVESTORS LLC. 331 POINSETTIA CORONA DEL MAR, CA 92625 P: 708.307.1829 CDP 2516/2518 BAYSIDE DR. CORONA DEL MAR, CA 92625 A-0.1 TBD JEFF VAN VOORHIS, AIA NO. REVISION DATE 3/16" = 1'-0"2WARPED GRADE PLANE EXHIBIT 1/4" = 1'-0"1SLAB EDGE PLAN SLAB EDGE PLAN LEGEND SLAB EDGE PLAN NOTES PA2022-0148 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 07/07/22 3D VIEWSDAHLEH RESIDENCECDM INVESTORS LLC. 331 POINSETTIA CORONA DEL MAR, CA 92625 P: 708.307.1829 CDP 2516/2518 BAYSIDE DR. CORONA DEL MAR, CA 92625 A-1.0 TBD JEFF VAN VOORHIS, AIA NO. REVISION DATE 1AXONOMETRIC - E 2 AXONOMETRIC - N 3 AXONOMETRIC - S4AXONOMETRIC - W PA2022-0148 UP DN UP DN A-4.0 A-4.1 A-4.11 A-4.0 2 2 1 1 A-5.0 1 A-5.0 J.ADU BATH #1 W.I.C. LAUNDRYSTAIR MECH 2-CAR GARAGE BATH #2 BED #1 HALLWAY BATH #3 BED #2 ENTRY 6 3 4 21 2 3 5 7 8 1 9 14 13 11 R @0' - 7 11/16"16 ELEV. F.Y.S.B. 15' - 0"S.Y.S.B.3' - 0"R.Y.S.B. 5' - 0"S.Y.S.B.3' - 0"CLR.21' - 8 5/8"CLR. 20' - 3 1/2" CLR. 9' - 0 1/8"CLR.4' - 0"CLR. 4' - 0" CLR. 4' - 0"TYP.11"12 59.63' F.F.SLOPE PER CIVIL5 12 1 3 12 1 4 910 11 12 7 A/V RACK 10' - 0"3' - 0"3' - 6"CLR. 2' - 6" CLR. 2' - 6" CLR. 2' - 6"CLR. 4' - 6"CLR.4' - 6"2 A-5.0 2 A-5.0 1 A-5.1 1 A-5.1 2 A-5.1 2 A-5.1COVERED PATIO TV. ABV. KITCHENETTESLIDING DOORSSLIDING DOORSCOVERED ENTRY S. SHOWER/TUB S. SHOWER STORAGE F.P.MECH. CHASEE. EQUIPMENT SHOWER AB 15 16 17 23 12 21 21 24 2526 25 25 26 25 10 R @ 0' - 6 1/2"2 27 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 / WINDOW / WINDOW WALL 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 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 UP 20R@7 1/2" STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL OF NOT LESS THAN 1 FOOT CANDLE AS MEASURED AT THE CENTER OF TREADS AND LANDING WITH ARTIFICIAL LIGHTING (R303.7) - REF. DTL. 3/AD-1 ELEVATOR - PRIVATE RESIDENCE ELEVATOR IN COMPLIANCE W/. ASME A17.1/CSA B44 AS SELECTED PER PLANS, VERIFY W/. OWNER – PROVIDE POWER AS REQUIRED (CRC R321.1) A-4.0 A-4.1 A-4.11 A-4.0 2 2 1 1 A-5.0 1 A-5.0 F.Y.S.B. 15' - 0"S.Y.S.B.3' - 0"R.Y.S.B. 5' - 0"S.Y.S.B.3' - 0"CLR. 9' - 0 1/8" CLR. 4' - 0" CLR. 4' - 0"CLR.4' - 0"TYP.11"16 20 17 ELEV. GREATROOM DINING PNTRY. PWDR. #1 M. BATH M. W.I.C. 19 21 654 W.C. HALLWAY STAIRS 1815 KITCHEN LOUNGE MASTER BEDROOM R @0' - 7 11/16"16 BAR R @0' - 7 13/32"19 G C DEF J69.85' F.F. H 12 1 3 12 1 4 5 6 6 7 7 8 2% MIN SLOPE 2% MIN SLOPE73.23' T.R. 73.23' T.R. 13 CLR. 3' - 0 1/2"CLR.2' - 6"14 CLR. 4' - 6"CLR.4' - 6"2 A-5.0 2 A-5.0 1 A-5.1 1 A-5.1 2 A-5.1 2 A-5.1 MASTER BALCONY FRONT BALCONY ARCHITECTURAL SCREEN ELEMENTTV. ABV.TV. ABV.FIREPITFP. SLIDING DOORS TUB SHWR HISHERSWINE FRIDGE22 LINE OF FLR. ABV. 15 18 15.1 20.1 1910 20 21 12 22 182526 25 R @0' - 7 11/16"16 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 07/07/22 FIRST AND SECOND LEVEL FLOOR PLANSDAHLEH RESIDENCECDM INVESTORS LLC. 331 POINSETTIA CORONA DEL MAR, CA 92625 P: 708.307.1829 CDP 2516/2518 BAYSIDE DR. CORONA DEL MAR, CA 92625 A-2.0 TBD JEFF VAN VOORHIS, AIA 1/4" = 1'-0"1FIRST LEVEL FLOOR PLAN 1 PROPERTY LINE 2 SIDE YARD SETBACK 3 FRONT YARD SETBACK 4 REAR YARD SETBACK 5 STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) REF. DTL. 3/AD-1 6 EXTERIOR GLASS GUARDRAIL - TEMPERED & LAMINATED - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 7 FIREPLACE - PREFABRICATED, GAS ONLY, 'ISOKERN,' ICC# ESR-2316 [REF. 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.)" 8 BATHTUB - FREE-STANDING, AS SELECTED (VERIFY LOC'N. OF FIXTURES W/. OWNER) 9 REFRIGERATOR/FREEZER - VERIFY APPLIANCE W/. OWNER 10 RANGE - VERIFY APPLIANCE W/. OWNER - PROVIDE HOOD CAPABLE OF 100 CFM MIN. (VERIFY W/. MFG.) - VENT TO OUTDOOR AIR 11 EXIT DOORWAY NOT LESS THAN 3FT. WIDE AND 6 FT. 6 INCHES IN HEIGHT, AND W/. MIN. CLEAR WIDTH OF 32 INCHES. R311 12 CUSTOM SHOWER SEAT PER I.D. 13 KITCHEN ISLAND - BASE CABINET, COUNTER, AND APPLIANCES PER I.D - VERIFY SIZE W/. I.D. & OWNER 14 CLOSET ISLAND - CUSTOM PER INTERIOR DESIGNER 15 WINDOW TO MEET EGRESS REQUIREMENTS - REF. DOOR AND WINDOW NOTES #6, SHT. A-7.0 16 DOOR TO MEET EGRESS REQ'D. 17 7 3/4" STEP AT IN SWING DOORS (R311.3.1.) 18 DECO. 15" C-CHANNEL STEEL FASCIA 19 KITCHEN EXHAUST HOOD TO VENT TO EXT. - PROVIDE MIN. RATE OF 100 CFM - INSTALL & PROVIDE POWER PER MFG. INSTRUCTION 20 U/C. ICE MACHINE - PROVIDE DRAIN AS REQ'D. - COORD. W/. I.D. & OWNER 21 DEPRESS STRUCTURE FOR FLUSH SHOWER CONDITION - COORD. WITH I.D. & GENERAL CONTRACTOR, REF. STRUCT. DWGS. 22 RESIDENTIAL ELEVATOR - 'CALIFORNIA CUSTOM LIFT, INC.' OR EQUIV., SHAFT SIZE = 56"" X 60"" CLEAR - PROVIDE SHOP DWGS. TO ARCH. PRIOR TO PURCHASE & INSTALLATION 23 BATHTUB & SHOWER - PROVIDE TILE W/. CEMENT BACKING MIN. 72"" HIGH (R307.2) 24 PROVIDE FLOOR DRAIN IN LAUNDRY ROOM 25 OVERFLOW DRAIN LINE - IN WALL - FROM DECK/ROOF ABOVE - PROVIDE DRAIN SWEEP (ELBOW JOINT) PER CIVIL DWG'S., PRIOR TO POURING SLAB. VERIFY LOC'N. W/ SITE DRAINAGE & COORD. W/. CIVIL 26 DRAIN LINE - IN WALL/FROM DECK/ROOF ABV. PROVIDE DRAIN SWEEP(ELBOW JOINT) PER CIVIL DWG'S., PRIOR TO POURING SLAB. VERIFY LOC'N. W/. SITE DRAINAGE & COORD. W/. CIVIL 27 INTERIOR STAIR MOUNTED HANDRAIL - 34"-38" ABV. NOSING, REF. DTL. 4/AD-1 NO. REVISION DATE 1/4" = 1'-0"2SECOND LEVEL FLOOR PLAN PA2022-0148 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 / WINDOW / WINDOW WALL 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 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 UP 20R@7 1/2" STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL OF NOT LESS THAN 1 FOOT CANDLE AS MEASURED AT THE CENTER OF TREADS AND LANDING WITH ARTIFICIAL LIGHTING (R303.7) - REF. DTL. 3/AD-1 ELEVATOR - PRIVATE RESIDENCE ELEVATOR IN COMPLIANCE W/. ASME A17.1/CSA B44 AS SELECTED PER PLANS, VERIFY W/. OWNER – PROVIDE POWER AS REQUIRED (CRC R321.1) A-4.0 A-4.1 A-4.11 A-4.0 2 2 1 1 A-5.0 1 A-5.0 F.Y.S.B. 15' - 0"S.Y.S.B.3' - 0"R.Y.S.B. 5' - 0"S.Y.S.B.3' - 0"PWDR. #2 ELEV. STAIRS OUTDOOR DINING COVERED CABANA VIEW DECK 23 24 25 N CLR. 9' - 0 1/8" CLR. 4' - 0" CLR. 4' - 0"CLR.4' - 0"TYP.11"A/C WELL 81.58' F.F.3:121 2 13 12 1 4 5 5 SPA (UNDER SEP. PERMIT) 84.96' T.R. 84.96' T.R. 6 7 8 9 10 11 12CLR. 4' - 6"CLR.4' - 6"13 11 84.96' T.W.2% SLOPE MIN.12 2 A-5.0 2 A-5.0 1 A-5.1 1 A-5.1 2 A-5.1 2 A-5.1 2% SLOPE MIN. 2% SLOPE MIN.2% SLOPE MIN.2% SLOPE MIN.2% SLOPE MIN.14 15 16 16 2% SLOPE MIN. 1415 2 % S L O P E M I N . 25.1 7 17 18 18 A-4.0 A-4.1 A-4.11 2 2 1 A-5.0 1 A-5.0 1 A-5.1 1 A-5.1 2 A-5.1 2 A-5.1 K L M 2% MIN SLOPEMASTER BALCONY MASTER BEDROOM M. BATH M. W.I.C.2% MIN SLOPE2% MIN SLOPE 14 15 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 07/07/22 ROOF DECK FLOOR PLANDAHLEH RESIDENCECDM INVESTORS LLC. 331 POINSETTIA CORONA DEL MAR, CA 92625 P: 708.307.1829 CDP 2516/2518 BAYSIDE DR. CORONA DEL MAR, CA 92625 A-2.1 TBD JEFF VAN VOORHIS, AIA 1 PROPERTY LINE 2 SIDE YARD SETBACK 3 FRONT YARD SETBACK 4 REAR YARD SETBACK 5 EXTERIOR GLASS GUARDRAIL - TEMPERED & LAMINATED - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 6 A/C. CONDENSER UNIT - SIZE TBD - PROVIDE POWER AND SOUND DAMPENING PAD AS REQ'D. (SOUND ATTENUATION REQ'D. PER SECTION 10.26.045 N.B.M.C. UNDER SEPARATE PERMIT & PLAN CHECK) 7 STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) REF. DTL. 3/AD-1 8 RESIDENTIAL ELEVATOR - 'CALIFORNIA CUSTOM LIFT, INC.' OR EQUIV., SHAFT SIZE = 56"" X 60"" CLEAR - PROVIDE SHOP DWGS. TO ARCH. PRIOR TO PURCHASE & INSTALLATION 9 PROVIDE POWER FOR ELEVATOR EQUIPMENT (VERIFY LOC'N. & LOAD W. MFG.) 10 OUTLINE OF STRUCTURE/WALLS BELOW 11 LINE OF ROOF, EAVES & OVERHANGS ABOVE 12 STANDING SEAM METAL ROOFING - REF. MAT. SCHEDULE SHT. A-4.0 13 EXPOSED STEEL COLUMN SIZE PER STRUCT. DWGS., PAINT AND SEAL AS REQ'D. 14 DECK DRAIN - SLOPE 2% MIN. - REF. DTL. 11/AD-1 15 OVERFLOW DRAIN - REF. DTL. 12/AD-1 16 DECO. 15" C-CHANNEL STEEL FASCIA 17 INTERIOR GLASS GUARDRAIL - MIN. 42" HIGH - MATERIAL AS SELECTED, <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 18 INTERIOR STAIR MOUNTED HANDRAIL - 34"-38" ABV. NOSING, REF. DTL. 4/AD-1 NO. REVISION DATE 1/4" = 1'-0"1ROOF DECK FLOOR PLAN 1/4" = 1'-0"2SECOND LEVEL TRANSOM WINDOW PLAN PA2022-0148 DN UP UP 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 VERTICAL STORM DRAIN PIPE IN-WALL / OVERFLOW - MTL. PIPE PER CHAPTER 11 OF CPC, SIZE PER TABLE 1103.1 (MIN. 2 ” DIA. PIPE & TYP. 3” DIA. PIPE) – SEE CIVIL DWGS. FOR TERMINATION DTLS. ABV. OR BLW. GROUND. VERIFY ALL TERMINATION POINTS, TYPE AND DETAILS W/. CIVIL PRIOR TO POURING THE CONCRETE SLAB OVERFLOW DRAINLINE A-4.0 A-4.1 A-4.11 A-4.0 2 2 1 1 A-5.0 1 A-5.0 2 3/4"4' - 9 1/4"1"2" F.Y.S.B. 15' - 0"S.Y.S.B.3' - 0" 2"23' - 9 1/8"1"S.Y.S.B.3' - 0"R.Y.S.B. 5' - 0"1" 1' - 6"11' - 5 3/4"11' - 9 5/8"25' - 0 7/8"8' - 10 3/8"38' - 11" 6' - 8"4' - 0 1/2"22' - 4 5/8"4 1/2"1' - 0"13' - 10 5/8"11' - 2 1/4"11' - 2"6' - 4 3/4"21' - 4 1/4" 1' - 8 3/8"18' - 0"1' - 7 7/8"2 1/4"8' - 6"2 1/4"2' - 6 5/8"8' - 6"1 3/8"2' - 2 3/8"9' - 7 1/4"1' - 9 5/8"10' - 9 3/8"1' - 3 5/8" 1' - 6"11' - 5 3/4"12' - 1 3/4"8' - 2 3/8"4' - 8 1/2"9' - 3 5/8"2' - 4 3/8"9' - 0 3/4"15' - 6 1/4"23' - 4 1/4"S.Y.S.B.3' - 0" 1/2"23' - 10 5/8"1"S.Y.S.B.3' - 0"1' - 9 1/2"8' - 1"5"1' - 6"8' - 9 1/2"11' - 1 1/8"1' - 6" 1' - 0"2' - 3"8' - 1"9"4' - 3"4' - 3" J.ADU BATH #1 W.I.C. LAUNDRY STAIRMECH 2-CAR GARAGE BATH #2 BED #1 HALLWAY BATH #3 BED #2 ENTRY ELEV. 2 A-5.0 2 A-5.0 1 A-5.1 1 A-5.1 2 A-5.1 2 A-5.1 97' - 7 5/8" 97' - 7 5/8" 6 5 3 4 2 7 11 3 14 9 1 13 12 1 2 8 R @0' - 7 11/16"16 AB 10"1' - 5"12' - 1 3/4"4' - 6 1/8"3' - 8"4' - 8 3/4"4' - 4 3/8" 2' - 0 3/4"5' - 2 7/8"9' - 0 3/4"10' - 11 1/8"2' - 5 3/8" 2' - 1 7/8" 2' - 5 1/2"20' - 10 3/4" 11" 4' - 10 3/8"6' - 11 1/8"2' - 1 1/4" 1' - 10 3/4"5' - 9"2' - 3 5/8" 1' - 2 7/8"8' - 10 7/8"9' - 5 1/2"1' - 8" 2' - 0 5/8" 4' - 9 5/8"6' - 0 5/8"5' - 5 7/8"3' - 6"7' - 4"1' - 4 1/2"TYP.11"CLR. TYP. 4' - 0"4' - 0"4' - 0 5/8"4' - 0 5/8"4' - 0"6' - 5 1/2"1' - 1 5/8" 4' - 0 1/8" 7 1/2" 2' - 0 3/4" 2' - 10"5' - 4 5/8" 1' - 4 1/2"1' - 4 1/2"5' - 8 1/8"1' - 7 7/8"3' - 6"5' - 1 1/8"6' - 5 1/2"A-4.0 A-4.1 A-4.11 A-4.0 2 2 1 1 A-5.0 1 A-5.0 S.Y.S.B.3' - 0"23' - 11 1/8"1"S.Y.S.B.3' - 0"S.Y.S.B.3' - 0" 1/2"23' - 10 5/8"1"S.Y.S.B.3' - 0"14' - 0 1/2"88' - 8 5/8"2" F.Y.S.B. 15' - 0"S.Y.S.B.3' - 0"R.Y.S.B. 5' - 0" ELEV. GREATROOM DINING PNTRY. PWDR. #1 M. BATH M. W.I.C. W.C. HALLWAY STAIRS KITCHEN LOUNGE MASTER BEDROOM BAR 102' - 10 5/8" 14' - 0"5' - 1 3/4"6' - 8"29' - 1 3/8"8' - 8 3/8"19' - 6 1/8"19' - 6 7/8"2" 4' - 9 5/8"14' - 8 1/2"3' - 11 1/4"10' - 10 3/4"4' - 8 7/8" 3' - 8"11' - 0"1/2"6 5/8" 3' - 0" 4 5/8"12' - 0 3/4"11' - 8 3/8"2"7' - 10 7/8"3' - 4 3/4" 4 3/4"3"4 1/4"4' - 1 5/8" 3" 50' - 4 1/8"5' - 0 5/8"33' - 3 7/8" 17' - 8 1/4"15' - 7 5/8"33' - 8 3/8"7' - 0 3/8"9' - 7 3/8" 5' - 3 3/4"9' - 0"3' - 4 5/8" 2 3/8"17' - 8"11' - 3 1/8"3"2 7/8" 4' - 6"1 7/8"3"3 5/8"1' - 0 1/2"19' - 9 1/2"2' - 6"2 A-5.0 2 A-5.0 1 A-5.1 1 A-5.1 2 A-5.1 2 A-5.1 1' - 7 1/2"10"16 20 17 19 21 654 1815 R @0' - 7 11/16"16 R @0' - 7 13/32"19 22 15.1 20.1 H J G FEDTYP.11"TYP. CLR. 4' - 0"4' - 0"4' - 0 5/8"5' - 5 1/8"1' - 4"5' - 1 5/8"4' - 8 7/8"7' - 3 1/2"3' - 3 1/4"1' - 8 3/4"3' - 10"3' - 0 3/4"5' - 6 5/8"6' - 5 3/4"2' - 7 3/4"4' - 10 3/4"9' - 1 3/8"1' - 11 1/8" 2' - 8" 1' - 0" 2' - 5 1/2"15' - 2 7/8"7' - 5 7/8"3' - 0 7/8"5' - 0 3/8" 7' - 11 1/2"3' - 3 5/8" 2' - 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 07/07/22 FIRST AND SECOND LEVEL DIMENSION PLANDAHLEH RESIDENCECDM INVESTORS LLC. 331 POINSETTIA CORONA DEL MAR, CA 92625 P: 708.307.1829 CDP 2516/2518 BAYSIDE DR. CORONA DEL MAR, CA 92625 A-2.2 TBD JEFF VAN VOORHIS, AIA NO. REVISION DATE 1/4" = 1'-0"1FIRST LEVEL DIMENSION PLAN 1/4" = 1'-0"2SECOND LEVEL DIMENSION PLAN PA2022-0148 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 VERTICAL STORM DRAIN PIPE IN-WALL / OVERFLOW - MTL. PIPE PER CHAPTER 11 OF CPC, SIZE PER TABLE 1103.1 (MIN. 2 ” DIA. PIPE & TYP. 3” DIA. PIPE) – SEE CIVIL DWGS. FOR TERMINATION DTLS. ABV. OR BLW. GROUND. VERIFY ALL TERMINATION POINTS, TYPE AND DETAILS W/. CIVIL PRIOR TO POURING THE CONCRETE SLAB OVERFLOW DRAINLINE A-4.0 A-4.1 A-4.11 A-4.0 2 2 1 1 A-5.0 1 A-5.0 S.Y.S.B.3' - 0"R.Y.S.B. 5' - 0"S.Y.S.B.3' - 0"PWDR. #2 ELEV. STAIRS OUTDOOR DINING COVERED CABANA VIEW DECK A/C WELL 25' - 2 3/4"41' - 3 3/8"31' - 4 7/8" F.Y.S.B. 15' - 0"3:122% SLOPE MIN.2 A-5.0 2 A-5.0 1 A-5.1 1 A-5.1 2 A-5.1 2 A-5.1 R.Y.S.B. 4' - 11 1/2"49' - 3 1/4"17' - 9"30' - 10 7/8" F.Y.S.B. 15' - 0"S.Y.S.B.3' - 0"24' - 0 1/8"S.Y.S.B.3' - 0"24' - 0 1/2"10' - 1 3/8"5' - 11 1/4"1' - 2 3/8" 1' - 1"17' - 7 5/8"11 1/8" 4' - 4 3/4"S.Y.S.B.3' - 0"1"23' - 11 1/8"S.Y.S.B.3' - 0"14' - 2 1/4"6' - 8"29' - 1 7/8"17' - 0" 4' - 4 1/2"3 5/8"18' - 5"5' - 3 7/8"9"9' - 4 3/8"7' - 7 5/8"2' - 1"2' - 6 5/8"12' - 1 3/4"5' - 9 1/2"1' - 5 1/4"10"2' - 2"2' - 0"4' - 9 1/2"5' - 2 7/8"5' - 5 1/4"6' - 6 1/2"3' - 9 1/4"7' - 2 1/8"6' - 10 1/2"3' - 5 7/8"2325 24 R @0' - 7 13/32"192% SLOPE MIN.3:1225.1 7 N11"4' - 0"4' - 0 1/2"4' - 0 5/8"4' - 0"TYP. 4' - 0" A-4.0 A-4.1 A-4.11 2 2 1 A-5.0 1 A-5.0 1 A-5.1 1 A-5.1 2 A-5.1 2 A-5.1 K L M 2% MIN SLOPEMASTER BALCONY MASTER BEDROOM M. BATH M. W.I.C.2% MIN SLOPE2% MIN SLOPE 4' - 8 7/8"3' - 7 5/8"11' - 1"3' - 11 3/4" 5/8"15' - 0"7"5' - 10"10' - 9"5/8"9 3/4"4' - 6 1/4"6' - 2 3/4"17' - 5 3/8"39' - 0 7/8" 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 07/07/22 ROOF DECK DIMENSION PLANDAHLEH RESIDENCECDM INVESTORS LLC. 331 POINSETTIA CORONA DEL MAR, CA 92625 P: 708.307.1829 CDP 2516/2518 BAYSIDE DR. CORONA DEL MAR, CA 92625 A-2.3 TBD JEFF VAN VOORHIS, AIA NO. REVISION DATE 1/4" = 1'-0"1ROOF DECK DIMENSION PLAN 1/4" = 1'-0"2SECOND LEVEL TRANSOM WINDOW PLAN PA2022-0148 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 3:123:1212 86.29' T.O. CHIMNEY 7' - 0"2' - 7 1/4"FUTURE SPA (UNDER SEP. PERMIT) 3 3 3 4 4 4 84.96' T.W. 84.96' T.R. 73.23' T.R.84.96' T.R.73.23' T.R.79.33' T.W. 69.98' T.W. 73.23' T.R.2% MIN SLOPE3' - 9 3/8"F.O.F.5' - 8 3/8"F.O.F.3' - 0"S.Y.S.B.3' - 0"F.Y.S.B. 15' - 0" R.Y.S.B. 5' - 0" F.O.F. 29' - 7"1 3/4"F.O.F.2' - 11 1/4"S.Y.S.B.3' - 0"1' - 1 1/4" F.O.F. 14' - 0 3/4"F.O.F.3' - 1 1/2"F.O.F.5' - 7 3/4"3' - 10"F.O.F.3' - 0"1 5/8"F.O.F.2' - 11 3/8"F.O.F. 15' - 1 1/2"1 3/4"F.O.F.2' - 11 1/4"2' - 1 3/4"F.O.F.2' - 11 1/4"4' - 7 1/8"F.O.F.2' - 11 1/4"1' - 0 5/8"F.O.F.2' - 11 3/8"5 5 94.89' 94.89'80.13'80.13' 85.46'85.46'89.58'89.58' 2 A-5.0 2 A-5.0 1 A-5.1 1 A-5.1 2 A-5.1 2 A-5.1 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 07/07/22 ROOF PLANDAHLEH RESIDENCECDM INVESTORS LLC. 331 POINSETTIA CORONA DEL MAR, CA 92625 P: 708.307.1829 CDP 2516/2518 BAYSIDE DR. CORONA DEL MAR, CA 92625 A-3.0 TBD JEFF VAN VOORHIS, AIA 1 CHIMNEY CAP/SPARK ARRESTOR - AS SELECTED (NOTE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FAC. BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. INSTRUCTIONS. CMC 802.4.2.4) 2 CHIMNEY SHALL EXTEND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING W/IN. 10', BUT SHALL NOT BE LESS THAN 3' ABV. THE HIGHEST POINT WHERE THE CHIMNEY PASSES THRU THE ROOF (CBC 2113.9) 3 STANDING SEAM METAL ROOFING - REF. MAT. SCHEDULE SHT. A-4.0 4 WESTCOAT ALX WALKING DECK AND ROOF COVERING SYSTEM RATED CLASS 'A' ASSEMBLY PER ICC# ESR-2201, REF. MAT. SCHED. A/A-4.0 AND DTL. 9/AD-1.0 5 OUTLINE OF STRUCTURE/WALLS BELOW 1/4" = 1'-0"1 ARCHITECTURAL ROOF PLAN NO. REVISION DATE PA2022-0148 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 SIDING: MANUFACTURER: TBD COLOR: TBD APPLICATION: TBD CODE: TBD ROOFING: PRODUCT: TBD MFGR: TBD COLOR: TO BE APPROVED BY ARCH. & OWNER APPLICATION: TBD CODE: ICC # ESR-_____ WEIGHT: ???? LBS./S.F. 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 CORROSION-RESISTANCE METAL FLASHING PER CRC FOR ALL EXTERIOR FLASHING, MIN. 24 GUAGE COPPER (16 OZ.) SHEETS U.N.O. IN CRC OR MFGR. INSTALLATION GUIDELINES. ALL METAL IN CONTACTS TO BE OF SIMILAR TYPE TO AVOID GALVANIC CORROSION. VERIFY W/. ARCHITECT ANY UNCONVENTIONAL ENVELOPE WATERPROOFING AREAS PRIOR TO INSTALLATION 1. FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS. 2. REF. ROOF PLAN (A-3.0) FOR ALL PLATE HTS. & RIDGE HTS. FIRST LEVEL F.F. 59.63' FIRST LEVEL F.F. 59.63' SECOND LEVEL F.F. 69.85'SECOND LEVEL F.F. 69.85' ROOF PLATE 88.83' ROOF PLATE 88.83' SECOND LEVEL FLOOR PLATE 68.65'SECOND LEVEL FLOOR PLATE 68.65' FIRST LEVEL T.O.S. 59.50' FIRST LEVEL T.O.S. 59.50' SECOND LEVEL T.O.S. 69.73' SECOND LEVEL T.O.S. 69.73' THIRD FLOOR F.F. 81.58'THIRD FLOOR F.F. 81.58' THIRD FLOOR PLATE 80.38' THIRD FLOOR PLATE 80.38' THIRD FLOOR T.O.S. 81.46' THIRD FLOOR T.O.S. 81.46' 3:12 23 16 46 94.87' 89.54' 86.29' T.O. CHIMNEY 84.96' T.R. 73.23' T.R. 1 1 2 3 11 4 5 6 84.96' 7 2 7' - 3"1' - 2 1/2"10' - 6 1/4"1' - 2 1/2"9' - 0 1/4"7' - 3"1' - 2 1/2"10' - 6 1/4"1' - 2 1/2"9' - 0 1/4"2 A-5.1 HD. HT.8' - 7 3/4"MIN. ABV. F.F.3' - 6"42" MIN. ABV. F.F.4' - 8 1/2"CLG. HT.10' - 2 1/4"FIRST LEVEL F.F. 59.63' SECOND LEVEL F.F. 69.85' SECOND LEVEL F.F. 69.85' ROOF PLATE 88.83' ROOF PLATE 88.83' SECOND LEVEL FLOOR PLATE 68.65'SECOND LEVEL FLOOR PLATE 68.65' FIRST LEVEL T.O.S. 59.50' SECOND LEVEL T.O.S. 69.73' SECOND LEVEL T.O.S. 69.73' THIRD FLOOR F.F. 81.58' THIRD FLOOR PLATE 80.38' THIRD FLOOR T.O.S. 81.46' MASTER ROOF PLATE 79.54' GARAGE T.O.S. 58.42' MASTER BATH PLATE 78.50' 94.89' 86.29' T.O. CHIMNEY 6 5 4 4 1 8 8 24N G 22 121 12 DE 85.41' 73.23' T.R.73.23' T.R. 84.96' T.R.84.96' T.R. 9 1 1 1 1 4 4 4 13 1 17 1010 10 11 3 11 9' - 3 1/2"1' - 0 1/2"8' - 7 3/4"1' - 2 1/2"10' - 2 3/4"7' - 3"1' - 2 1/2"10' - 6 1/4"1' - 2 1/2"9' - 0 1/4"4 10 2 A-5.0 1 A-5.1 30' - 5"MIN. ABV. F.F.3' - 6"MIN. ABV. F.F.3' - 6"1' - 1"6"CLR. 8' - 7 3/4"MIN. ABV. F.F.3' - 6"12 K L4' - 10"CLR. 10' - 1 1/2"SILL HT.9' - 5 3/4"HD. HT. 12' - 5 3/4"H HD. HT. 8' - 7 3/4"SILL HT. 3' - 6"HD. HT. 8' - 6"SILL HT.3"HD. HT.10' - 0 1/4"SILL HT.4"HD. HT.6' - 11"TYP. HD. HT.8' - 6"TYP. SILL HT.2' - 6"HD. HT.9' - 7 1/2"13 13 13 13 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 07/07/22 EXTERIOR ELEVATIONSDAHLEH RESIDENCECDM INVESTORS LLC. 331 POINSETTIA CORONA DEL MAR, CA 92625 P: 708.307.1829 CDP 2516/2518 BAYSIDE DR. CORONA DEL MAR, CA 92625 A-4.0 TBD JEFF VAN VOORHIS, AIA 1 T&G PANELING, REVEAL AS SEL. FINISH AS SELECTED - REF. MATERIAL SCHEDULE SHT. A-4.0 2 STUCCO FINISH - MIN. 7/8" THK. W/. DIA. LATH, COLOR AS SEL., REF. MAT. SCHEDULE A-4.0 3 STONE VENEER - REF. MAT. SCHEDULE SHT. A-4.0 4 KYNAR PAINTED ALUMINUM - REF. MAT. SCHEDULE A-4.0 5 4X6 DECO. TIMBER RAFTER - SHAPED TAIL AS OCCURS (ARCH. TO APPV. PROFILE), SEALED, PAINT AS SEL. 6 EXPOSED STEEL COLUMN SIZE PER STRUCT. DWGS., PAINT AND SEAL AS REQ'D. 7 (N.) CONCRETE RETAINING WALL 8 DECORATIVE WOOD SCREEN, PAINT & SEAL. AS SE. - ARCH. TO APPV. - SIZE & CONN. PER STRUCT. 9 STANDING SEAM METAL ROOFING - REF. MAT. SCHEDULE SHT. A-4.0 10 EXTERIOR GLASS GUARDRAIL - TEMPERED & LAMINATED - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 11 (N.) WOOD GATE - AS SELECTED (MAX. 6' HT. ABOVE NATURAL GRADE) 12 EXTERIOR LIGHTING - TO BE HIGH EFFICIENCY, LOW EFFICIENCY MAY BE PROVIDED PER ELECTRICAL NOTE #33 13 BRAKE METAL - MATCH DOOR/WINDOW FRAME. ARCH. TO APPV. REF. MAT. SCHEDULE A-4.0 NO. REVISION DATE 1/4" = 1'-0"1 EAST ELEVATION 1/4" = 1'-0"2 SOUTH ELEVATION PA2022-0148 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 SIDING: MANUFACTURER: TBD COLOR: TBD APPLICATION: TBD CODE: TBD ROOFING: PRODUCT: TBD MFGR: TBD COLOR: TO BE APPROVED BY ARCH. & OWNER APPLICATION: TBD CODE: ICC # ESR-_____ WEIGHT: ???? LBS./S.F. 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 CORROSION-RESISTANCE METAL FLASHING PER CRC FOR ALL EXTERIOR FLASHING, MIN. 24 GUAGE COPPER (16 OZ.) SHEETS U.N.O. IN CRC OR MFGR. INSTALLATION GUIDELINES. ALL METAL IN CONTACTS TO BE OF SIMILAR TYPE TO AVOID GALVANIC CORROSION. VERIFY W/. ARCHITECT ANY UNCONVENTIONAL ENVELOPE WATERPROOFING AREAS PRIOR TO INSTALLATION 1. FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS. 2. REF. ROOF PLAN (A-3.0) FOR ALL PLATE HTS. & RIDGE HTS. SECOND LEVEL F.F. 69.85' SECOND LEVEL F.F. 69.85' ROOF PLATE 88.83' ROOF PLATE 88.83' SECOND LEVEL FLOOR PLATE 68.65' SECOND LEVEL FLOOR PLATE 68.65' SECOND LEVEL T.O.S. 69.73' SECOND LEVEL T.O.S. 69.73' THIRD FLOOR F.F. 81.58'THIRD FLOOR F.F. 81.58' THIRD FLOOR PLATE 80.38' THIRD FLOOR PLATE 80.38' THIRD FLOOR T.O.S. 81.46'THIRD FLOOR T.O.S. 81.46' MASTER ROOF PLATE 79.54'MASTER ROOF PLATE 79.54' GARAGE T.O.S. 58.42' GARAGE T.O.S. 58.42' MASTER BATH PLATE 78.50'MASTER BATH PLATE 78.50' 94.87' 89.54' 85.41' 80.08'79.33' 1 2 2 1 1 1 3 3 4 5 6 3:12 3:127 3 84.96' T.R. 86.29'7' - 3"1' - 2 1/2"10' - 6 1/4"1' - 2 1/2"10' - 2 3/4"9' - 3 1/2"1' - 0 1/2"8' - 7 3/4"1' - 2 1/2"10' - 2 3/4"9' - 3 1/2"1' - 0 1/2"8' - 7 3/4"1 1/2"1' - 1"7' - 3"1' - 2 1/2"10' - 6 1/4"1' - 2 1/2"10' - 2 3/4"2 A-5.1 30' - 5"M J 10 10 3' - 4 1/2"7 FIRST LEVEL F.F. 59.63' SECOND LEVEL F.F. 69.85'SECOND LEVEL F.F. 69.85' ROOF PLATE 88.83' ROOF PLATE 88.83' SECOND LEVEL FLOOR PLATE 68.65' SECOND LEVEL FLOOR PLATE 68.65' FIRST LEVEL T.O.S. 59.50' SECOND LEVEL T.O.S. 69.73' SECOND LEVEL T.O.S. 69.73' THIRD FLOOR F.F. 81.58' THIRD FLOOR PLATE 80.38' THIRD FLOOR T.O.S. 81.46' MASTER ROOF PLATE 79.54' GARAGE T.O.S. 58.42' MASTER BATH PLATE 78.50' 654 8 99 9 3 1 7 9 85.46' 80.08' 94.87' 85.10' T.W.84.96' T.W. 73.23' T.R. 999 10' - 2 3/4"1' - 2 1/2"8' - 7 3/4"1' - 0 1/2"9' - 3 1/2"9' - 0 1/4"1' - 2 1/2"10' - 6 1/4"1' - 2 1/2"7' - 3"94.87' 2 A-5.0 1 A-5.1 30' - 5"1' - 1"1 1/2"CLR. 10' - 2"6"4' - 7"CLR.10' - 7 3/4"TYP. SILL HT.3' - 0"TYP. HD. HT.8' - 0"2' - 6"3' - 0"4' - 9"3' - 0"6"29' - 4"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 07/07/22 EXTERIOR ELEVATIONSDAHLEH RESIDENCECDM INVESTORS LLC. 331 POINSETTIA CORONA DEL MAR, CA 92625 P: 708.307.1829 CDP 2516/2518 BAYSIDE DR. CORONA DEL MAR, CA 92625 A-4.1 TBD JEFF VAN VOORHIS, AIA 1 T&G PANELING, REVEAL AS SEL. FINISH AS SELECTED - REF. MATERIAL SCHEDULE SHT. A-4.0 2 STONE VENEER - REF. MAT. SCHEDULE SHT. A-4.0 3 KYNAR PAINTED ALUMINUM - REF. MAT. SCHEDULE A-4.0 4 RECESSED MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36"" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 5 (N.) WOOD GATE - AS SELECTED (MAX. 6' HT. ABOVE NATURAL GRADE) 6 DECORATIVE WOOD SCREEN, PAINT & SEAL. AS SE. - ARCH. TO APPV. - SIZE & CONN. PER STRUCT. 7 EXTERIOR GLASS GUARDRAIL - TEMPERED & LAMINATED - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 8 STANDING SEAM METAL ROOFING - REF. MAT. SCHEDULE SHT. A-4.0 9 STUCCO FINISH - MIN. 7/8" THK. W/. DIA. LATH, COLOR AS SEL., REF. MAT. SCHEDULE A-4.0 10 BRAKE METAL - MATCH DOOR/WINDOW FRAME. ARCH. TO APPV. REF. MAT. SCHEDULE A-4.0 NO. REVISION DATE 1/4" = 1'-0"1 WEST ELEVATION 1/4" = 1'-0"2 NORTH ELEVATION PA2022-0148 ROY P. REEDR.C.E. 80503EXP. 3-31-2021 DATER IOFTAAN ILFOEAT SCNGNLANOFOPIIRRSSEEEEDERETSIGER DEREP.O RExp.C 805033/31/21LIVICY4/5/22 REVIEW SET7727 CAMINITO LILIANASAN DIEGO, CA 92129, (760)586-812170.00'60.00'70.00'60.00'50.00'"H"69.85'EXISTING WALLSB#1"D"PERMANENT SOLDIER BEAM(SEE SCHEDULE FOR SIZE)SB#2SB#3SB#4SB#5SB#6SB#7SB#8SB#9SB#10SB#11SB#12SB#13SB#14SB#15SB#1658.50'EXISTING GRADE ALONG 2516BAYSIDE DRIVE PROPERTY LINE59.63'FINISH GRADEREMOVE SOLDIER BEAM FRONTFLANGE EXTENDING ABOVEFINISH GRADE (SEE 3/SH3)76.61'72.99'66.50'PLANTER WALL(PER ARCHITECT)108'-0"CONVENTIONAL BOTTOMUP RETAINING WALLSHOTCRETE FACE(PER ARCHITECT)LOT 1CORONA DEL MARBLOCK 331M.M.3/41-42LOT 3LOT 2N49°24'15"W 117.89'N49°24'15"W 25.00'N40°33'53"E 30.01'N49°24'43"W 117.90'N40°33'53"E 95.00' N40°34'17"E 30.02'J.ADUBATH #1W.I.C.LAUNDRYSTAIRMECH2-CAR GARAGEBATH #2BED #1HALLWAYBATH #3BED #2ENTRYELEV.59.63' F.F.SLOPE PER CIVIL ELEV.EQUIP.A/VRACK72.99' T.W.72.99' T.W.66.50' T.W.76.61' T.W.70.00'67.50'65.00'63.00'76.61' T.W.SHEETPROJECT LOCATION OWNER SHEET TITLEREVISIONS0.DAHLEH RESIDENCEPROJECTCORONA DEL MAR, CA CDM INVESTORS 331 POINSETTIA22-0XXNew Custom HomeCORONA DEL MAR, CA. 2516 BAYSIDE DRIVE 410 Goddard, Suite # 200 Irvine, CA. 92618 Tel: 949-245-8000 Cell: 310-422-1536 EMAIL: INFO@FMHENGINEERING.COMPROPOSED PERMANENT SHORING4-5-2022PLAN & ELEVATIONSH-2PROFILE - LOOKING NORTHSCALE: 1" = 16/3'1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH5 FOR SHORING ATTRIBUTES.2. POTHOLE/FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION.3. TEMPORARY SHORING IN THESE PLANS HAS BEEN ALIGNED WITH RESPECT TO THE EXISTING & PROPOSED FEATURES,AS PROVIDED. ACTUAL FIELD LOCATION OF THE SHORING WALL SHALL BE ESTABLISHED USING ACCURATEHORIZONTAL CONTROL & COORDINATED TO FOLLOW THE PLANNED LOCATION OF THE PROPOSED IMPROVEMENTS.REPORT ANY VARIATIONS TO THE SHORING ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF WORK.NOTES:LEGEND:T.O.W. = TOP OF WALLB.O.W. = BOTTOM OF WALLDESIGNATES 3x12 PRESSURETREATED TIMBER LAGGINGPERMANENT SOLDIER BEAM(REMOVE FRONT FLANGEABOVE FINISH GRADE)1SH32SH31'-0"471316CONVENTIONAL BOTTOMUP RETAINING WALL(E) RETAINING WALL(E) RETAINING WALL(PORTION TO BE REMOVED)PROPERTY LINEEXISTING RESIDENCESHOTCRETE FACE(SEE DETAIL 3/SH3)(E) RETAINING WALLPROPERTY LINEPROPERTY LINE1101'-8"PA2022-0148 ROY P. REEDR.C.E. 80503EXP. 3-31-2021 DATER IOFTAAN ILFOEAT SCNGNLANOFOPIIRRSSEEEEDERETSIGER DEREP.O RExp.C 805033/31/21LIVICY4/5/22 REVIEW SET7727 CAMINITO LILIANASAN DIEGO, CA 92129, (760)586-8121EXISTING GRADE(VARIES, SEE PLAN)"H"Dshaft1.5 SACK SLURRYSHAFT BACKFILL4,000 PSI CONCRETE(TYPE II/V, W/C=0.50SHAFT BACKFILLSAFETY CABLE RAILING, PERCAL-OHSA REQUIREMENTS(SEE DETAIL X/SHX, BY OTHERS)1SH3PERMANENT CANTILEVERED SOLDIER BEAM (TYP.)N.T.S.NOTES: 1. FIELD VERIFY ALL EXISTING & PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION. 2. SEE SOLDIER BEAM SCHEDULE ON SH7 FOR SOLDIER BEAM ATTRIBUTES. 3. FIELD TOUCH UP ALL EPOXY SURFACES DURING INSTALLATION (AS REQUIRED).T.O.S. ELEVATIONSEE CIVIL DRAWINGSRECESSED TIMBER LAGGING(SEE DETAIL 3/SH5 &ELEVATION FOR SIZE)2SH32SH3PERMANENT SOLDIER BEAM SECTIONN.T.S.NOTES: 1. ACTUAL SUB-DRAIN DISCHARGE MAY VARY FROM WHAT IS SHOWN. CONTRACTOR SHALL CONSULT CIVIL ENGINEER OF RECORD TO CONFIRM PROPER SUB-DRAIN DISCHARGE. 2. SEE SOLDIER BEAM SCHEDULE ON SHX FOR SOLDIER BEAM ATTRIBUTES.FINISHED SURFACE ELEVATIONSEE CIVIL DRAWINGS4" DIA. PVC WEEP HOLE & DRAIN GRATECENTERED BETWEEN SOLDIER BEAMSLOCATED 6" BELOW FINISHED GRADE (TYP.)48" WIDE, MIRADRAIN 6000 DRAINAGEBOARD STRIPS, CENTERED BETWEENSOLDIER BEAMS VERTICALLY WITH 24"WIDE HORIZONTAL STRIPS CENTEREDABOUT WEEP HOLES.3" CLR. (TYP.)12"1.5 SACK SLURRYSHAFT BACKFILLPERMANENTLY ENCASED SOLDIER BEAM PLAN DETAILN.T.S.PROPERTY LINEBURN HOLES THROUGH STEELSHORING FOR LONGITUDINALREBAR (1" DIA. MAX.)SEE ELEVATION FOR SPACING3/16"EPOXY PAINT BACKFLANGE & 3" INTOEMBEDDED WEB (TYP.)FINISHED SURFACE ELEVATIONSEE CIVIL DRAWINGSTEMPORARY ELEVATION(SEE CIVIL DRAWINGS)"D"PERMANENT SHOTCRETE FACE(SEE DETAILS 2/SH3 & 3/SH3)T.O.B. ELEVATIONSEE ELEVATIONSFRONT FACE LAGGING(SEE ELEVATION FOR SIZE)RECESSED TIMBER LAGGING(SEE DETAIL 3/SH3)EPOXY PAINT (TYP.)~EPOXY PAINT ENTIREBEAM (TYPICAL)WATER PROOFING& DRAINAGE BOARDS(BY OTHERS)#5 GRADE 60 BARS AT 12"O.C. EACH WAY (TYP.)EQ.EQ.8"FILL VOIDS BEHIND LAGGINGWITH COMPACTED SOIL2" COVER6" ±3"±WATERPROOFING &DRAINAGE BOARD(BY OTHERS)3/16"L 1/4" x 3" x 3"ANGLE IRONS1"± WATERPROOFING& DRAINAGE BOARDEPOXY PAINT BACKFLANGE & 3" INTOEMBEDDED WEB (TYP.)PROPERTY LINE3SH38" SHOTCRETE FACEBAR SIZE(UNCOATED)#3#4#5ASTM A615 GRADE 60 STEELREINFORCING BAR LAP SPLICE SCHEDULE, Ls (in)2228362026331925311722283,000 3,500 4,000 5,000fc` (psi)SHOTCRETE6db inside bend2" (min.*)* NON-CONTACT LAP SPLICES SHALL BE PLACED NO FURTHERTHAN THE LESSER OF Ls/5 OR 6"SOLDIER BEAM (SEESCHEDULE FOR SIZE)4" (TYP.)12"MINB.O.S. ELEVATIONSEE CIVIL DRAWINGS#5 GRADE 60 BARS AT 12"O.C. (EACH WAY, TYP.)CUT & REMOVE FRONTSOLDIER BEAM FLANGE FORSHOTCRETE PLACEMENT8" THICK PERMANENTSHOTCRETE FACE (TYP.)2%6"PERFORATED DRAIN PIPE(BY OTHERS, SEE CIVIL DWG)EQ.8"EQ.~SITE ADDRESS:XXXXX, CORONA DEL MAR, CALIFORNIAPROJECT # 17122BASED ON THE PROJECT SCOPE, PLEASE IDENTIFY THE ELEMENTS AND/OR CONNECTIONS THATREQUIRE STRUCTURAL OBSERVATION. SPECIFY THE INTERVAL OR STAGE OF CONSTRUCTION.TO BE COMPLETED BY THE DESIGN ENGINEER INCLUDED ON CONSTRUCTION DOCUMENTSTYPESTRUCTURAL ELEMENTS AND/ORCONNECTION TO BE OBSERVEDSTAGE OF CONSTRUCTIONSTRUCTURAL OBSERVATIONSFOUNDATIONSWALL FACINGS FOOTINGS, SLAB FOUNDATION, ANCHORSMAT FOUNDATION, PRE-STRESED CONC.CAISSON, PILE, GRADE BEAMOTHERSHOTCRETEMASONRYSHOTCRETE & MASONRY JOINTSOTHERFINAL OBSERVATION & REPORTSTUD PLACEMENT PRIOR TO SHOTCRETEPILE LAYOUT PRIOR TO DRILLINGREBAR PLACEMENT PRIOR TO SHOTCRETE1. STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY FOR THE REQUIRED INSPECTION BY THE CITY OF NEWPORT.2. THE OWNER SHALL EMPLOY A LICENSED DESIGN PROFESSIONAL TO PERFORM STRUCTURAL OBSERVATION SITE VISITS, AND TO ISSUEALL STRUCTURAL OBSERVATION REPORTS.3. THE STRUCTURAL OBSERVER SHALL SUBMIT A WRITTEN STATEMENT TO INSPECTION SERVICES THAT THE SITE VISITS HAVE BEENMADE AND IDENTIFYING AND REPORTED DEFICIENCIES THAT TO THE BEST OF THE STRUCTURAL OBSERVE'S KNOWLEDGE HAVE NOTBEEN RESOLVED. THE STRUCTURE WILL NOT BE IN COMPLIANCE UNTIL THE REGISTERED PROFESSIONAL HAS NOTIFIED INSPECTIONSERVICES IN WRITING, THAT ALL DEFICIENCIES ARE RESOLVED.JOINT PLACEMENT UPON WALL COMPLETIONNOTES: 1. REMOVE SB#1-14 FRONT FLANGE FOR SHOTCRETE INSTALLATION. 2. FIELD TOUCH UP ALL EPOXY SURFACES DURING INSTALLATION (AS REQUIRED).FRONT LAGGED(BELOW SHOTCRETE)20"PL20"PL20"EQ.EQ.2"1" MIN.PORTION OF SOLDIER BEAM TO BECUT & REMOVED ALONG THEEXPOSED SHOTCRETE FACESOLDIER BEAM REMOVAL8" SHOTCRETE FACESOLDIER BEAM CUT TO2" SHOTCRETE COVERAGECOLOR & FINISH TO MATCHMASONRY WALLS OR BUILDINGSUBJECT TO THE APPROVAL BYPLANNING DEPARTMENT.COLOR & FINISH TO MATCHMASONRY WALLS OR BUILDINGSUBJECT TO THE APPROVAL BYPLANNING DEPARTMENT.SHEETPROJECT LOCATION OWNER SHEET TITLEREVISIONS0.DAHLEH RESIDENCEPROJECTCORONA DEL MAR, CA CDM INVESTORS 331 POINSETTIA22-0XXNew Custom HomeCORONA DEL MAR, CA. 2516 BAYSIDE DRIVE 410 Goddard, Suite # 200 Irvine, CA. 92618 Tel: 949-245-8000 Cell: 310-422-1536 EMAIL: INFO@FMHENGINEERING.COMPROPOSED PERMANENT SHORING4-5-2022PERMANENT DETAILSSH-3PA2022-0148