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HomeMy WebLinkAbout1 0041 s Irmo" SHEET INDEX 1 TITLE SHEET SITE PLAN SLAB EDGE PLAN W � E�]E � [ _.� 10M� E � L 2 FIRST AND SECOND FLOOR PLANS O O O 3 THIRD FLOOR PLAN ROOF PLAN 4 BUILDING SECTIONS GENERAL NOTES: 5 EXTERIOR ATIONS EXTERIOR ELEVATIONS 1. THE SCOPE OF SERVICES UNDER THIS CONTRACT IS LIMITED TO PROVIDING A"BUILDER'S SET" O.S.A. OPEN SPACE ANALYSIS OF PLANS. THIS SET OF PLANS IS SUFFICIENT TO OBTAIN A BUILDING PERMIT; HOWEVER,ALL AsnHoorl®eoTAceA �� 'S MATERIALS AND METHODS OF CONSTRUCTION NECESSARY TO COMPLETE THE PROJECT ARE srf wroom"- '- S.F.A. SQUARE FOOTAGE ANALYSIS �o F NOT NECESSARILY DESCRIBED IN THIS"BUILDER'S SET".THE IMPLEMENTATION OF THE PLANS ! I L:1 LANDSCAPE PLAN * Na, C 14146 REQUIRES CONTRACTORS(GENERAL CONTRACTOR AND SUBCONTRACTORS) f I C.1 PRELIMINARY PRECISE GRADING PLAN �'9�1 1/30/19 � THOROUGHLY KNOWLEDGEABLE WITH THE APPLICABLE BUILDING CODES AND METHODS OF CONSTRUCTION. THE PLANS DELINEATE AND DESCRIBE ONLY LOCATIONS,DIMENSIONS, I C.2 TOPOGRAPHIC SURVEY FqF CA��� TYPES OF MATERIALS AND GENERAL METHODS OF ASSEMBLING OR FASTENING.THEY ARE NOT INTENDED TO SPECIFY PARTICULAR PRODUCTS OR OTHER METHODS OF MATERIAL I I l INSTALLATION. C.3 EROSION CONTROL PLAN 2. ALL WORK SHALL COMPLY WITH THE MOST STRINGENT REQUIREMENTS OF ALL APPLICABLE I CITY, COUNTY,STATE AND GENERAL LAWS, RULES,CODES,ORDINANCES OR REGULATIONS. LEGAL DESCRIPTION IF THE GENERAL CONTRACTOR OR ANY SUBCONTRACTOR PERFORMS ANY WORK IN CONFLICT I ( M. GAL 78 LOT I - BLOCK 2 A.P.N. 048 111 06 WITH THE ABOVE-MENTIONED LAWS, RULES, CODES,ORDINANCES AND REGULATIONS,THEN OCCUPANCY : LOT / - CONSTRUCTION TYPE : V B - SPRINK.P.N. THE CONTRACTOR IN VIOLATION SHALL BEAR ALL costs AND REPAIRS ARISING FROM THE atrowNW � OWNED BULKH AUTOMATIC FULLY SPRINKLERED SYSTEM PER (N.F.P.A 13D) LERED NON - CONFORMING WORK i I SPRINKLER DRAWINGS AND HYDRAULIC CALCULATIONS TO BE SUBMITTED TO rr � E 3. ALL MATERIALS,WORKMANSHIP AND DETAILS SHALL COMPLY WITH 2O16 CALIFORNIA s� I ;9 ( PLAN CHECK AN APPROVED PRIOR TO ISSUING A BUILDING PERMIT. OBTAIN FIRE U p BUILDING CODE,2016 CALIFORNIA MECHANICAL CODE,2016 CALIFORNIA PLUMBING CODE O - - SPRINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION. 8 BOARDWALK _____ _ AND 2016CAUFORNIA ELECTRICAL CODES. PROJECT DESCRIPTION P4 O E 4. CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE.ALL INCONSISTENCIES N57°4T28"E 28.92 NEW 3 - STORY RESIDENCE W/ROOF DECKS `-J SHALL BE BROUGHT TO THE ATTENTION OF THE DEVELOPER AND THE ARCHITECT PRIOR TO M°LTi 00 M PROCEEDING WITH ANY WORK. AREA CALCULATIONS NOT INCL PORTION BEYOND EDGE OF BOARDWALK U _9 ad I a� 5. ANY ERROR OR OMISSIONS FOUND IN THESE DRAWINGS SHALL BE BROUGHT TO THE q PATIO PATIO V �? ar FIRST FLOOR LIVING AREA: 909.7 S F. ATTENTION OF THE DEVELOPER AND ARCHITECT IMMEDIATELY. §�7gq - b SECOND FLOOR LIVING AREA: 1,320.0 S.F. h- 6. DO NOT SCALE DRAWINGS WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED - - THIRD FLOOR LIVING AREA: 3067 S.F. W I TOTAL LIVING AREAS 2,536A S.F. V L DIMENSIONS �i5 CONCRETE! �. I I GARAGE AREA: 373.0 S.F. l j j TOTAL ENCLOSED AREA: 2,909AS.F. (� O C1 E 7. ALL GRADING AND EXCAVATION FOR STRUCTURAL COMPONENTS SHALL CONFORM TO THE LOT AREA: 2,287.2 S.F.PROJECT SOILS REPORT. j BUILDABLE AREA. 1 536.6 S.F. M O 1 t( t S.F.2 x BUILDABLE AREA=MAX.ENCLOSED AREA: 3,07 3.0 8. OWNER SHALL RECONSTRUCT EXISTING DAMAGED SIDEWALK/CURB/GUTTER, EXTENT I OPEN SPACE AREA MIN.REQUIRED(151/4): 230.0 S.F. E AREA PROVIDED: 268.0 S.F.SPACE i-� DETERMINED BY PUBLIC WORKS INSPECTOR. '.; .. I I OPEN _ t MAX THIRD FLOOR ALLOWED: 1 307.3 S.F. 9. ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT TO BE SCREENED FROM PUBLIC I' l 3'SIDES,5'REAR VIEW AND THE VIEW OF ADJACENT RESIDENCES ; SETBACKS:T FRONT, z 10. WITHIN THE REQUIRED FRONT SETBACK NO FENCE, HEDGE, RETAINING WALL,GUARDRAIL ;D'' 2" '; CONSULTANTS OR ANY COMBINATION THEREOF MAY EXCEED 42" FROM EXISTING GRADE PRIOR TO I :•' I 2. STRUCTURAL ENGINEER ENERGY CONSULTANT SURVEYOR CONSTRUCTION. I I RIGHT ENGINEERING,INC $OUTHLAND ENERGY RDM SURVEYING ' k I RA'ED GHOUL! PAUL KANDARIAN RON MEDEIMA 1491 GLIENNEYRE ST. 11. ALL PERMITS RELATED TO THE PROPOSED PROJECT SHALL BE ISSUED AT THE SAME TIME,OR ► s;= 1I 26040 ACERO,SUITE 100 23016 LAKE FOREST DR. SEPARATE PLANS AND PLAN REVIEW WILL BE REQUIRED FOR ITEMS NOT ISSUED WITH THIS I - 1Y. . LAGUNA BEACH,CA 92651 • ,�CONCRETE SLAB PER STRUCTURAL <•;. � MISSION VIE10,CA 92691 LAGUNA HILLS,CA 92653 REVIEW. PROVIDE ADDITIONAL PERMIT WORKSHEETS FOR THE FOLLOWING. Yf I I_ TEL:(949)497-3591 a Y 9.50 TOP OF SLAB BEV. 6 rt[ v TEL:(949) 855.2300 TEL(714) 858-2924 A. ACCESSORY STRUCTURES DETACHED PATIO COVERS AND TRELLISES " I " •` ao + r' •:'. � •ot>• I^ SOILS ENGINEER GRADING ENGINEER TOP OF N ELEV.= 9-W I :u E.G.A.CONSULTANTS FORKERT ENGINEERING .,: B. DETACHED OR FREE STANDING TRASH ENCLOSURES. :` I � ; ABOVE NAVD 88 I o 375 MONTE VISTA,SUITE C TOM RUIZ COSTA MESA,CA.92627 22311 BROOKHURST ST. C. MASONRY OR CONCRETE FENCES OVER 3.5 FEET HIGH. r> ,„,..:• I M TEL• (949)642-9309 SUITE 203 D. RETAINING WALLS OVER 4 FOOT HIGH FROM THE BOTTOM OF � r>� Z'r7G I R I HUNTfNGTON BEACH,CA THE FOUNDATION TO THE TOP OF THE WALL I I ZI` I 92646-8498 13,-0". 6• 3'-0' I 13'-0�, TEL(714)963-6793 taa'T. 12. ALL MECHANICAL AND ELECTRICAL EQUIPMENT,INCLUDING DUCTS TO BE AT OR ABOVE BASE I"'T.O .c oc 6 3,A. I FLOOD ELEVATION OF 9.0 MSL (NAVD 88). GOVERNING CODES W 13. WASTE LINES IN WALLS AT FIRST FLOOR TO BE CAST IRON. a• CALIFORNIA BUILDING CODE 2016 CBC �{ CALIFORNIA RESIDENTIAL CODE 20016 C� W A CALIFORNIA ELECTRICAL CODE 14. CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNER'S BY CERTIFIED MAIL 30 DAYS t`' �° I"'`" CALIFORNIA MECHANICAL CODE 2016 CE C a �••� W PRIOR TO STARTING THE SHORING OR EXCAVATION WORK C..""` (: '.;:.;•I CALIFORNIA PLUMBING CODE 2016 CPC ! I j I CALIFORNIA FIRE CODE 2016 CFC C� CALIFORNIA ENERGY CODE 2016 BEES PUBLIC WORKS NOTES I 1• LL CALIFORNIA GREEN BUILDING STANDARD CODE,CAL GREEN 2016 CGC J i ,:..`,l I I :1 �i CHAPTER 15 N.B M.G V) 1. DRIVEWAY APPROACH MUST BE A MINIMUM OF 5'FROM ANY TREE,FIRE HYDRANT,LIGHT POLE OR ANY OTHER iI I m I i = NOTE: OBSTRUCTION. j ^'1 I 1 �. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES 2. DRIVEWAY MUST BE A MINIMUM OF 6"RISE FROM THE STREET FLOW LINE PLUS 2%IN ACCORDANCE WITH THE CITY DRIVEWAY STANDARD NOT RELIEVED APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE Aso Low Ij h COVENANTS,CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED ddd II AGAINST THE PROPERTY OR TO OBTAIN PLANS.YOU SHOULD CONTACT 3. ALL PRIVATE IRRIGATION SPRINKLER HEADS TO BE INSTALLED&POSITIONED IN A MANNER THAT WILL NOT CAUSE WATER I L I YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY OVER SPRAY ONTO THE PUBLIC RIGHT OF WAY I • �Et�AtX'' -- - -- I I -tff ac --- -- Fs CONSTRUCTION AUTHORIZED BY THIS PERMIT. A. IF THE WATER METER IS LOCATED IN THE DRIVEWAY APRON,THE BOX MUST BE REPLACED WITH ONE HAVING A STEEL i I FRH1UI DRAM CONCRETE I 1 LID TRAFFIC GRADE �-�- u a � `Y 5. AN ENCROACHMENT PERMIT IS REQUIRED FOR ALL NON STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY. " ALL NON-STANDARD IMPROVEMENTS TO COMPLY W/CITY COUNCIL POLICY L-6.IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO OBTAIN SUCH PERMITS FROM THE PUBLIC WORKS DEPARTMENT. -- __ -- EDGEWATER PLACE 7. A NEW SEWER CLEANOUT SHALL BE INSTALLED AT THE EXPENSE OF THE OWNER.THE SEWER LATERAL SHALL BE O ® ;:4REPLACED FROM THE SEWER MAIN TO THE PROPERTY LINE,WHERE A CLEAN -OUT SHALL BE INSTALLED.INSTALL PER „e,° STD-406-L WITH ATRAFFIC-GRADE BOX&COVER,ADJACENT TO THE PROPERTY LINE IN THE ALLEY RIGHT-OF-WAY. �� e / 8. ADDITIONAL SURFACING REQUIREMENTS MAY BE SPECIFIED BY THE PUBLIC WORKS DEPARTMENT WHEN TRENCHING Newport Harbor O RA • r s 7 �''WORK OCCURS WITHIN PAVEMENTS LESS THAN FIVE YEARS OLD. J V O 0 lr ' 9. ALL UTILITY SERVICE CONNECTIONS SERVING THIS DEVELOPMENT SHALL BE MADE UNDERGROUND. SLAB EDGE PLAN SITE PLAN U THIS PLAN IS FOR DIMESIONAL PURPOSES ONLY. SCALE: 1/8" = 1'- O" THIS PLAN IS FOR SETBACK PURPOSES ONLY. SCALE: 1/8" = 1'- 0" _ ®�� /�% W A QI 10. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION!S REQUIRED BEFORE THE BUILDING DEPARTMENT �= / PERMIT FINAL CAN BE ISSUED.AT THE TIME Of PUBLIC WORKS DEPARTMENT INSPECTION,IF ANY Of THE EXISTING TOTAL LANDSCAPE AREA = ���® '+, / / r� W PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED,NEW CONCRETE SIDEWALK,CURB AND GUTTER,AND " - ��4 ) z Fa Q' •' li M! SLAB EDGE PLAN NOTES: �» • e`��f H ALLEY/STREET PAVEMENT WILL BE REQUIRED.ADDITIONALLY If EXISTING UTILITIES INFRASTRUCTURE ARE DEEMED M,to ss.wm Qjj�, ()� y` SUBSTANDARD,A NEW 1"WATER SERVICE,WATER METER BOX,SEWER LATERAL AND/OR CLEANOUT W/BOX &LID h �� ra o WILL BE REQUIRED. 100%OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER.(MUNICIPAL CODES 14.24.020 A. THIS DRAWING IS FOR DIMENSIONAL PURPOSES ONLY. E AND 14.08.030).WILL BE REQUIRED. 100%OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER.SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS S. REFER TO STRUCTURAL DRAWINGS FOR HOLDOWNS, INSPECTOR. FOOTING DETAILS AND INFORMATION NOT SHOWN ON /\ THIS PLAN. Cj((�j/J r 0 11. ALL LANDSCAPING IN THE FRONT SETBACK AREA TO HAVE A MAX.GROWTH CHARACTERISTIC OF 42"IN HEIGHT. NORTH 40 e F FENCES,HEDGES,WALLS, RETAINING WALLS,GUARDRAILS AND HANDRAILS,OR ANY COMBINATION THEREOF SHALL C. PLUMBING FIXTURES,CONDUITS,THRU SLAB VENT - «"b.l.l b wQ iox o ((� NOT EXCEED 42"IN FRONT YARD SETBACK AND 6 FEET FROM SIDE AND REAR SETBACKS,AS MEASURED FROM �r LOCATIONS,ECf.ARE APPROXIMATE UNLESS asr re"mum EXISTING GRADE PLANTERS/PLANTS SHALL NOT FORM A HEDGE SIX FEET OR TALLER IN SIDEYARDS OR THREE FOOT DIMENSIONED.BUILDER TO VERIFY LOCATIONS. Pacific Ocean Polk p�sq SIX INCHES AT FRONT SETBACK AREAS. SLOPE ALL PORCHES,PATIOS,STOOPS AND DAZE FPS-1/i 12. A LICENSED SURVEYOR SHALL COMPLETE FEMA ELEVATION CERTIFICATE AND SUBMIT IT TO THE BUILDING DEPARTMENT D. INSPECTOR DURING FINAL INSPECTION. HARDSCAPE MATERIAL AWAY FROM BUILDING. 06 - 28 - 2019 13. POOLS,SPAS,WALLS,FENCES,PATIO COVERS,AND OTHER FREESTANDING STRUCTURES REQUIRE SEPARATE REVIEW MIN. 1/4"/FT.TYP- AND SEPARATE PERMITS PxotEcr No. E. ALL WOOD SILLS AND SLEEPERS IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. n> ea:� 19 - OS sir Na F. SOILS ENGINEER TO INSPECT AND CERTIFY THE B 1a-a Ma FOLLOWING PRIOR TO POURING CONCRETE: P �1 p '---Employee Parking 1. FOOTING EXCAVATION AND AND DESIGN BEARING ®"�° »"• a "» PRESSURE. _.. VICINITY MAP U N.T.S.