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PA2021-274_20211116_Plans_36x24
PA2021-274 NOTES I. 6ENERAL NOTES I. THE: PROJECT l"IILL 6E: FULLY' EGUIPPE:D l'IIITH AN APPROVED AUTOMATIC FIRE SPRINKLER. S'T"STE:M IN ACCORDANCE l'IIITH NFPA 15D. NOTE:, OBTAIN FIRE SPRINKLER PER.MIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION . .2. RESIDENTIAL OR GUICK-RESPONSE: STANDARD SPRINKLER. HEADS SHALL BE INSTALLED IN THE: Dl"IE:LLING PORTION OF THE: BUILDING 9. THE: Ol'IINE:R. SHALL EMPLOY' THE: ENGINEER. OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN OR PER.SON DESIGNATED 6'1" THEM TO PER.FORM VISUAL STRUCTURAL 06SE:R.VATION DUR.ING CONSTRUCTION STAGES AND AT THE: COMPLETION OF THE STRUCTURAL S'T"STE:M. (C.6.C.-110.2) 4. STRUCTURAL OBSE:RVATION l'IIILL EIE: PERFORMED l'IIHE:N R.EGUIR.ED 6'!' THE: BUILDING OFFICIAL. (C.6.C.-1102) REFER TO SHEET SD-IA FOR STRUCT OBSE:RVATION SCHE:D. 5. SHALL 6E: UNDER SEPARATE: PLAN REVIE:1'-1 AND PER.MIT. 6. PROVIDE SPECIAL INSPECTION 6'1" A CERTIFIED INSPECTOR. FOR THE: FOLLOl"IING ITEMS PER SECT. 1101 ( IF INCLUDED ), A. CONCRETE: FOR FOUNDATIONS CONFORMING TO MINIMUM REGIJIREMENTS OF TABLE 16-1-C. OR FOR R-5 OR U-1 OCCUPANCIES l'IIHE:RE THE: BUILDING OFFICIAL FINDS THAT A SPECIAL HAZARD EXISTS. 6. FOR. STRUCTURAL CONCRETE:, l"IHE:N THE: STRUCTURAL DESIGN IS BASED ON f'c. GREATER THAN .2000 P.S.I. C. STRUCTURAL l"IE:LDING D. PILING, DRILLED PIERS AND CAISSONS E. MASONRY' DESIGNED l"IITH CONTINUOUS INSPECTION F. 60L TS INSTALLED IN CONCRETE: 1. A GRADING PER.MIT AND ROUGH GRADING APPROVAL ARE REGIJIRED FOR THIS PROJECT. THE: BUILDING PER.MIT l'IIILL NOT 6E ISSUED UNTIL ROUGH GRADING APPROVAL IS OBTAINED FR.OM THE: GRADING INSPECTOR.. 6. SOILS ENGINEER. TO INSPECT AND CERTIFY' THE FOLLOl'IIING PRIOR TO POUR.ING CONCRETE:, -FOOTING EXCAVATION AND DESIGN 6E:AR.ING PRESSURE. -ALL GRADING AND COMPACTION OF SU6GR.ADE. Cf. ALL UTILITY' SER.VICES SHALL 6E: UNDER.GROUND. THIS PROJECT SHALL 6E: CONNECTED TO THE FOLLOl"IING PUBLIC UTILITIES. I. ELECTRICAL SER.VICE .2. SANITARY' SE:l"IE:R. 9. MUNICIPAL l"IATE:R. SER.VICE 4. GAS SERVICE 5. TELEPHONE/CABLE 10. THERE SHALL 6E: NO TRENCHES OR EXCAVATIONS FIVE FEET OR MORE IN DEPTH INTO l'IIHICH A PER.SON IS R.E:GUIRED TO DESCEND l"IITHOUT THE NECESSARY' SAFETY' PER.MIT. THE CONTRACTOR. SHALL OBTAIN A PER.MIT FR.OM THE STATE: OF CALIFORNIA, DIVISION OF INDUSTRIAL SAFE:T'T" FOR. EXCAVATIONS OR. TRENCHES FIVE FEET OR MORE IN DEPTH PRIOR TO THE: ISSUANCE OF THE BUILDING OR GRADING PER.MIT. II. PROVIDE HOUSE: STREET NUMBER VISIBLE AND LEGIBLE FR.OM STREET. NUMBERS SHALL 6E: OF NON-COMBUSTIBLE MATERIALS IN SPECIAL FIRE PROTECTION AREAS. 1.2. ALL DEFER.RED SU6MITTALS TO 6E: R.E:VIEl"IE:D 6Y PROJECT ARCHITECT OR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUElMITTAL FOR PLAN RE:VIE:1'11 DEFERRED SUBMITTAL, FIRE SPRINKLERS. 19. ISSUANCE OF A BUILDING PER.MIT BY THE: CITY' OF NEl"IPOR.T BEACH DOES NOT RELIEVE: APPLICANTS OF THE LEGAL R.EGUIR.EMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS l"IHICH MAY' 6E RECORDED AGAINST THE PROPER.TY' OR TO OBTAIN PLANS. 'T"OU SHOULD CONTACT "!'OUR COMMUNITY' ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED 6Y THIS PER.MIT. 14. THIS HOUSE: TO COMPL 'T" l"IITH CITY' OF NEl'IIPORT 6E:ACH RESIDENTIAL CONSTRUCTION MINIMUM R.EGUIREMENTS. PLEASE: REFER TO SHEET AN5 FOR MORE INFORMATION. 15. PRIOR TO PER.FOR.MING ANY' l'IIOR.K IN THE CITY' R.IGHT-OF-l"IA'T" AN ENCROACHMENT PERMIT MUST 6E: OBTAINED FR.OM THE: PUBLIC YIIOR.KS DEPARTMENT. 16. A LICENSED SUR.VE'T"OR. SHALL COMPLETE: FEMA ELEVATION CERTIFICATION AND SUBMIT IT TO BUILDING DEPARTMENT INSPECTOR. DUR.ING FINAL INSPECTION. 11. ALL MECHANICAL AND ELECTRICAL EGUIPMENT, INCLUDING DUCTS TO 6E: AT OR A60VE: BASE FLOOD ELEVATION OF Cf.O MSL. (NAVD 66). 16. ONE HOUR. l'IIALL ASSEMBLIES SHALL EXTEND FR.OM THE FOUNDATION TO THE UNDER.SIDE OF THE ROOF. I<!. R.EC'T"CLE AND/OR SALVAGE FOR RaJSE: A MINIMUM OF 65% OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION l'IIASTE: IN ACCORDANCE l"IITH SECTION 4.406.1 CALGR.EEN CODE. .20. REFER TO THE CURR.ENT SOILS REPORTS BY XXX, INC. FOR. ANY' GUE:STIONS REGARDING SOIL R.EGIJIR.EMENTS, PROJEG T NO. XXX XX/XX/XX, GE:OTE:CHNICAL EVALUATION Magis TLCS, T .T ,(; 1712 E. Oceanf«ont Newport Beach, CA 92661 NPDESNOTES II. NATIONAL POLLUTANT DISC.HAR<SE ELIMINATION SYSTEM I. IN THE CASE: OF EMERGENCY', CALL _______________ _ AT l'IIOR.K PHONE: II OR CELL PHONE: II .2. SEDIMENT FR.OM AREAS DISTUR6E:D 6Y CONSTRUCTION SHALL BE RETAINED ON SITE: USING STRUCTURAL CONTROLS TO THE: MAXIMUM EXTENT PRACTICABLE. 9. STOCKPILES OF SOIL SHALL BE PROPER.LY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FR.OM THE: SITE: TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR l'IIIND. 4. APPROPRIATE: 6MP'S FOR CONSTRUCTION-R.E:LATE:D MATERIALS, l'IIASTE:S, SPILLS SHALL BE IMPLEMENTED TO MINIMIZE: TRANSPORT FR.OM THE SITE: TO STREETS, DRAINAGE: FACILITIES, OR. ADJOINING PROPERTIES 6'!' l"IIND OR. RUNOFF. 5. RUNOFF FR.OM EGUIPMENT AND VEHICLE l'IIASHING SHALL BE CONTAINED AT CONSTRUCTION SITES UNLESS TREATED TO REDUCE OR REMOVE SEDIMENT AND OTHER POLLUTANTS. 6. ALL CONSTRUCTION CONTRACTOR AND SU6CONTR.ACTOR PERSONNEL ARE TO 6E MADE Ail"IAR.E OR THE: R.E:GUIR.E:D BEST MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING MEASURES FOR. THE: PROJECT SITE: AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. 1. AT THE END OF EACH DAY' OF CONSTRUCTION ACTIVITY' ALL CONSTRUCTION DEBRIS AND l'IIASTE: MATERIALS SHALL BE COLLECTED AND PROPER.LY DISPOSED IN TRASH OR RECYCLE BINS. 6. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY' l'IIASTE:S OR POLLUTANTS OFF THE: SITE:. DISCHARGES OF MATERIAL OTHER. THAN STORM l'IIATE:R ONLY l'IIHE:N NECE:SSAR.'!' FOR PER.FOR.MANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND l'IIHE:R.E THEY' DO NOT, CAUSE: OR CONTRIBUTE: TO A VIOLATION OF ANY' il"IATER GUALIT'T" STANDARD; CAUSE OR THREATEN TO CAUSE: POLLUTION, CONTAMINATION, OR NUISANCE: OR CONTAIN A HAZARDOUS SU6STANCE IN A GUANTIT'I' REPORTABLE UNDER. FEDERAL REGULATIONS 40 CFR. PAR.TS 111 AND 50.2. "I. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO, SOLID OR LIGUID CHEMICAL SPILLS; il"IASTE:S FR.OM PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HE:RBICIDES, l'IIOOD PRESERVATIVES AND SOLVENTS; ASBE:STOS FIBE:RS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND H'T"DR.AULIC, RADIATOR OR BATTERY' FLUIDS; FERTILIZERS, VEHICLE:/EGUIPMENT l'IIASH l'IIA TE:R. AND CONCRETE: il"IASH l'IIA TE:R.; CONCRETE:, DETER.GENT OR FLOATA6LE l'IIASTE:S; l'IIASTES FR.OM ANY' ENGINE/c:GUIPMENT STEAM CLEANING OR. CHEMICAL DEGREASING AND SUPER.CHLORINATED POTABLE l'IIATER LINE FLUSHING. DUR.ING CONSTRUCTION, PER.MITTE:E SHALL DISPOSE: OF SUCH MATERIALS IN A SPECIFIED AND CONTROLLED TEMPORARY' AR.EA ON-SITE:, PHYSICALL 'T" SEPARATED FR.OM POTENTIAL STORMl'IIATE:R. RUNOFF, l'IIITH ULTIMATE: DISPOSAL IN ACCORDANCE l"IITH LOCAL, STATE: AND FEDER.AL REGIJIREME:NTS. 10. DEl'IIATE:R.ING OF CONTAMINATED GR.OUNDl'IIATE:R., OR DISCHARGING CONTAMINATED SOILS VIA SUR.FACE EROSION IS PROHIBITED. DEl'IIATE:R.ING OF NON-CONTAMINATED GR.OUNDl"IATE:R REGUIR.ES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PER.MIT FR.OM THE: RESPECTIVE STATE: REGIONAL il"IATE:R GUALIT'I' CONTROL BOARD. 11. GRADED AREAS ON THE PERMITTED AR.EA PERIMETER. MUST DRAIN AMY' FR.OM THE: FACE OF SLOPES AT THE CONCLUSION OF EACH l'IIORKING DAY. DRAINAGE IS TO BE DIRECTED TOl'IIARD DESILTING FACILITIES. 1.2. THE PER.MITTE:E AND CONTRACTOR SHALL 6E RESPONSIBLE AND SHALL TAKE NECESSARY' PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS il"IHE:R.E IMPOUNDED l'IIATE:R. CREATES A, HAZARDOUS CONDITION. 19. THE PER.MITTE:E AND CONTRACTOR. SHALL INSPECT THE EROSION CONTROL l'IIOR.K AND INSURE THAT THE: l'IIOR.K IS IN ACCORDANCE l'IIITH THE APPROVED PLANS. 14. THE: PER.MITTE:E SHALL NOTIFY ALL GENER.AL CONTRACTORS, SU6CONTR.ACTORS, MATERIAL SUPPLIERS, LESSEES, AND PROPER.TY Ol'IINE:RS, THAT DUMPING OF CHEMICALS INTO THE: STORM DRAIN SYSTEM OR THE: il"IATE:R.SHE:D IS PROHIBITED. 15. EGUIPMENT AND l'IIOR.KERS FOR EMERGENCY l'IIORK SHALL 6E MADE AVAILABLE AT ALL TIMES DUR.ING THE: RAINY' SEASON. NECESSARY MATERIALS SHALL eE AVAILABLE ON SITE: AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE: RAPID CONSTRUCTION OF TE:MPOAAR.'T" DEVICES l'IIHE:N RAIN IS IMMINENT. 16. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL 6E IN PLACE AT THE: END OF EACH l'IIORKING DA'!' l'IIHE:N THE: 5-DAY RAIN PR06ABILIT'I' FORECAST EXCEEDS 4051\ 11. SEDIMENTS FR.OM AREAS DISTUR6E:D 6'1" CONSTRUCTION SHALL 6E RETAINED ON SITE: USING AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROLS TO THE: MAXIMUM EXTENT PRACTICABLE, AND STOCKPILES OF SOIL SHALL BE PROPER.LY CONTAINED TO MINIMIZE: SEDIMENT TRANSPORT FR.OM THE: SITE: TO STREETS, DRAINAGE: FACILITIES OF ADJACENT PROPER.TIES VIA RUNOFF, VEHICLE TRACKING OR l'IIIND. 16. APPROPRIATE: 6MP'S FOR CONSTRUCTION-RELATED MATERIALS, l'IIASTES, SPILLS OR RESIDUES SHALL 6E IMPLEMENTED AND RETAINED ON SITE: TO MINIMIZE TRANSPORT FR.OM THE: SITE: TO STREETS, DRAINAGE FACILITIES, OR. ADJOINING PROPER.TY 6Y 1'111 ND OR RUNOFF. INDEX T COVER SHEET T.I CONCEPTUAL IMA6ER.Y T..2 CONCEPTUAL IMAGERY' T.S CONCEPTUAL IMAGERY' ASG.I SGUARE FOOTAGE EXHIBIT ASG . .2 OPEN VOL $ 3RD FLOOR CALC Al.I ARCHITECTURAL SITE: PLAN A.2.1 LOl"IE:R. FLOOR PLAN A.2 . .2 MAIN LE:VE:L FLOOR PLAN A.2.9 ROOF DECK LEVEL FLOOR PLAN A.2.4 ROOF PLAN AS.I BUILDING SECTIONS AS . .2 BUILDING SECTIONS AS.9 BUILDING SECTIONS A4.I EXTERIOR. ELEVATIONS A4 . .2 EXTERIOR. ELEVATIONS ADI l'IIINDOl'II SCHEDULE AD.2 DOOR. SCHEDULE AD5 DETAILS PROJECT DESCRIPTION DEMOLISH EXISTING, RESIDENC.E AND C.ONSTRUC.T A NEl"I 9-STORY SINGrLE-FAMILY RESIDENC.E il'IITH ATTAC.HED GrARAGrE AND ROOF DEC.K VICINITY MAP CONSULTANTS THE Ol'fER OF THIS PRO.Ec.T HAS ~All'EP Tl£ CON5ULTANT5 eao~ TO PROVIC>E C>E516N 5ERVIC.E5 IN TIE INC>IVIC>\JAL t>ISC:,IPLINE5 A5 Ll5TEt>. AU. OF THE l<LFOR IS, DRA,rllN65 OR GA!..GUJ..ATIONS OF THeSc GONSUL TA'NTS -~'1' !"OIO. THe ~ c.ole'T10U(;TION OI" THIS ~T. A5 A C.ONC>ITION OF THE USE OF THESE PLANS, THE c.oN11'1Ac.TOII. 15 FilEGUI~ TO BE FAMILIAi'. ~ITH, ANC> TO MAINTAIN c.uMENT c.ol'IE5 OF THESE c.oN5UL TANT5' D0c.Ul"l:NT5 ON THE .J06 SITE. SOILS EN61NEER C.IVIL EN61NEER STRIJC. TUR.AL ENGrl NEER VCA STRUCTURAL 1645 I'll. ORANGEl'IIOOD AVE, SUITE: .200 ORANGE, CA Cf.2666 MECHANIC.AL ENGrlNEER LANDSCAPE AR.c.HITEC.T INTERIOR DESl6NER CONTACT, TOI-'! VAN DOR.PE PHONE, (114) <!16-<1160 EMAIL, TOM.\/ANDORPE@\/CASTRUCTlJR.AL.COM The oervlc.n t:o be periormed by the Arc.hltec.t/Englneer purouant t:o thlo Agreement "'Ith the ONner are Intended eolely for th• benefit of the ONn•r, gl'IQ no benefit 19 c.onf'erred hare~, nor Is Gl'IJ c.ontraGtual relatronshlp establlshed haret'lllth, upon or Nlth a,y person or entity not a pc::r:-tY t:o thlo Agreement. No OUGli peroon or entltil ohall be entitled to ref~ or, the Arc.hltec.t/Englneers performanee of lte eervfeea hereunder, and no rtght to auert a c.lalrn against the Arc.hltec.t/EngJneer, lte offic.ero, employee•, ager,te, or c.orioultante ohall aurue t:o the Gontrac.tor or to Gl'1Y 1ul:x.ontrac:.tor, 1ul:>-eul:,c.c,ntrac.tor, Independently retGllned profeulonc::il c:.oneultc::rit, supplier, .Pabr-lc.ator, manuf'ac.tursr, lsndsr, tsnc::rit, lnaursr, eursty, or c:riy c,ther third parb.4 c::19 a reoull; of thio Agr...,ment or the periormc,nc.e or non-periormc,nc.e of l:he Arc.hitec.t/EngTneer'o servrc.es nereundr. PROJECT DATA NE:l'IIPOR.T 6E:ACH ZONING, {R.-1) LOT AR.EA, 5,161 SG. FT. BUILDA6LE AR.EA, .2,56e, SG. FT. FR.ONT SETBACK, SIDE SETBACKS, REAR SETBACK, 101-011 s•-011 0 1-011 TOTAL IMPERVIOUS SUR.FAC.ES, XXXXX SG, FT. (INC.LUDES BUILDING FOOTPRINT) TOTAL PE:R.VIOUS SUR.FACES, XXX SG. FT. MAXIMUM SGUAR.E FOOTAGE:, (.2 X 6UILDA6LE AR.EA (.2,566 SG. FT J = 4,156 SG. FT. LOl"IER LEVEL (INCL. GAR.AGE), MAIN LEVEL, ROOF DECK LEVEL, .2,045 SG. FT. l,f>41 SG. FT. 955 SG. FT. TOTAL, 4,.241 SG. FT. (COMPLIES) FINISH FLOOR ELEVATION, 14.0' F.F. MAXIMUM BUILDING HEIGHT, .2"1.00' MAX. SLOPED ROOF HEIGHT MAXIMUM FLAT ROOF HEIGHT, .24.00' MAX FLAT ROOF HEIGHT (TO TOP RAIW MINIMUM GARAGE PARKING, O~NER .26'-9" Y'IIDE X .20'-0" DEEP MAGIS TLCS, LLC. ATTN, RANDALL KOENIG 15656 AL TON PKl"IY. 11415 IR.VINE:, CA Cf.2616 AR.c.HITEC.T RICHARD KRANTZ ARCHITECiUR.E, INC. 1500 GUAIL ST., SUITE: 5.20 NE:l"IPOR.T BEACH, CA "1.2660 C.ONTRAC.TOR PH (114) 51"1-1600 PH (<14<1) 15.2-6945 PROJECT ADDRESS: 111.2 E. OCEANFRONT NE:l"IPOR.T BEACH, CA Cf.2661 LE6AL DESCRIPTION: ASSESSOR. PARCEL NO, 046-.21.2-.25 OC.C.UPANC.Y: R.5 I u C.ONSTRIJC,TION TYPE: VB, ( FULLY SPRINKLERED) BUILDIN6 C.ODES: .201"1 EDITION, CALIFORNIA BUILDING CODE .201"1 EDITION, CALIFORNIA RESIDENTIAL CODE .201"1 EDITION, CA 5R.EEN BUILDING STANDARDS CODE .201"1 EDITION, CALIFORNIA MECHANICAL CODE .201"1 EDITION, CALIFORNIA ELECTRICAL CODE 201"1 EDITION, CALIFORNIA PLUMBING CODE .201"1 EDITION, CALIFORNIA FIRE CODE .201"1 EDITION, CALIFORNIA ENERGY' EFFICIENCY 5TDS 6UILDIN6 C.ODE FLOOR AREA SUMMARY: R3 occ.uPANC,'1' ~ 5GUAAE FOOTA6E, R3 DECKS AND C.OVERED PATIOS LOl'IER LEVEL 1,30<! SGI. FT. SUNSET ROOF DECK 600 SGI. FT. MAIN LEVEL l,<l&I SGI. FT. HILL VIEJl'I ROOF DEGK 461 SGI. FT. FIOOF DECK LEVEL ~ SGI. FT. TOTAL DECK$ l,o!II SGI. FT. TOTAL le AREA, !5,645 SGI. FT. U OCCUPANCY ~ 5GUAl'.E FOOTA6E, PLAN C.HEC.K/ 6ARME ~ SGI. FT. PERMIT FILE NUM6ERS: HOUSE: PLANS, XXX REVISION LOG DRAWN CHECKED R.K. DATE 11/1.2/.20.21 REVISION SCALE SHEET NO. T PA2021-274 "' -n ~ ., '" 0 :,: :,: ., < tJ 0 ill '" '" " -► ]';n '" ► VJ tJ ... . " • .... r 0'" '" '" 0 z IJ 0 I I z p ~ ·~ V\ -~ l \I\ ~ ~(' ~ '-~ ·t ·,111· J· .. ,,. . .., 'f •. . •. ' t ~ _., .Q.•,·;,•.I l ._......._ I;, . •,.1. . I , , . . -~ 1., , 1 .. · . / . . ;,, , . ' . -· I , 1 J · r ,i_.:,, · , . " ,_ \· .. -1: ~ ,-,.._.... I ~ ~ . ·• "\ : . \ ' '\,~_~.,.Lt~"-~ I~ '','J ,JD·,', i: ;.F_,. ' .. } . ' ·:·~--~".'.·· ... ~ f " \ 11~-11· ·ii" . J ·u,. .. "'.:Ill i • 1·-,, ' ' , .• . ·-~· ~ /j ~ j ~ ~~• ··· :( _ 'I~ I . " -• I -ti _ . • _ ~'9 I I a• ,; • • ' V ~ . lllat'I ..........., _. ,_ "----•-· __ r 1b r--() \\ iL_~..;:, li·i-••• ·• .,· !, ., .• ,... I •~~ 1·■' \, r ~ I , t.'~t-. ~. ... \ -~ ' ~,.(l 0 "' ► • z ... O· ,,,-, I r ' \ ~r~~ \· J \ -·\ Magis TLCS, LLC. 1712 E. Oceanfront Newport Beach, CA 92661 I f1~ ~ r. "f ... • ... .c.J, I -• I I Conceptual Imagery NOTICE: THIS DRAWING HAS BEEN PUBLISHED AND IS THE SOLE PROPERTY OF RICHARD KRANTZ ARCHITECTURE, INC., AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT BE REPRODUCED COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT IS FURNISHED. ' .. ~-~----Richard Krantz Architecture, Inc. Architecture / Planning #~ 1500 Quail Street, Suite 520 '?. fc>: ,, Newport Beach, CA 92660 \~).fh, ~/;) (949) 752-6345 Fax (949) 752-6235 '.f'~. , ... ,~~ --.J~~ CA~\./ PA2021-274 rh ~-~ .. .. -n :,: "' "' 0 ,c " "' n < i::l " :;u "' .. "' > -> . n > • .... .. i::l .... !'-" • ,. N z "' 0 0 "' "' z z Iv " p ---~-..,,_ -... , I ' ;--j' -1 J ,_ l Magis TLCS, LLC. 1712 E. Oceanfront Newport Beach, CA 92661 .--..... \ ·-' Conceptual Imagery NOTICE: THIS DRAWING HAS BEEN PUBLISHED AND IS THE SOLE PROPERTY OF RICHARD KRANTZ ARCHITECTURE, INC., AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT BE REPRODUCED COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY PURPOSE OTHER mAN THAT FOR WHICH IT IS FURNISHED. -' \ \ \ J \ Richard Krantz Architecture, Inc. Architecture / Planning -1500 Quail Street, Suite 520 Newport Beach, CA 92660 (949) 752-6345 Fax (949) 752-6235 ' ·•, :i~ .,p/~, -~~i'? IH\"'l'i:,~/ ~O,F C,._it,.,,• PA2021-274 ~ .. ., -n :,: .. '" C) :,: " '" n < IJ" ill '" ., '" > -> . n > • .... .. IJ .... !-" • r w z '" " C) "' '" z z l,J " p Magis TLCS, LLC. Conceptual Imagery Richard Krantz Architecture, Inc. 1712 E. Oceanfront Architecture / Planning f;:~~ Newport Beach, CA 92661 NOTICE: 1500 Quail Street, Suite 520 THIS DRAWING HAS BEEN PUBLISHED AND IS THE SOLE PROPERTY OF RICHARD KRANTZ Newport Beach, CA 92660 I , ,,•/ ARCHITECTURE, INC., AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL USE ONLY, \~~ ~/~/ AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND (949) 752-6345 Fax (949) 752-6235 AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT BE REPRODUCED r~,fH\~c,J COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY ··•. "" c~"''' PURPOSE OTHER THAN THAT FOR WHICH IT IS FURNISHED. PA2021-274 Area = 2044.956 units squared. ~ =============================~,,:;;1;=====;--i L Area= 1846.746 units squared. Area = 354.934 units squared. Gross Floor Area Definition: 1. The area withjn and mcludmg surroundmg exterior walls. 2. Covered decks, balconies or patios above the first floor. 3. Any mterior portion of a structure that is accessible and that measures more than 6' -0" from floor to ceiling. 4. Covered parking spaces which are open only on one side. Ex~ons: 5. Stairwells and elevator shafts above the first floor. 6. Covered decks OJX'D: on at least two sides. (railings are allowed m open side) Lower Level Main Level Area= 600.2101 units squared. Area = 431.243 units squared. Roof Deck Level f .a.r. calculations THE Fl&URE5 IN THE TABLES ON THIS 5HEET Al'tE ONLY TO DEMONSmATI; COMPLIANCE l'llTH THE FLOoFI. AAEA LIMITATIONS OF THE CITY OF NEl'lFOFI.T eeAc.H DE51&N &UIDELINE5. THESE Al'tEA CALc.lJLATION5 AAe NOT THE 5AM: AS THE CONDITIONED AAEA OF THE AC'TURAL 61.JILDIN<S. DO NOT U5I: THESE AMOUNTS FOR ANY C.ON5~CTION f:5TIMATI:, CALc.ULATION OF 61.JILDIN& DEPARTMENT FEES, 61.JILDIN<S FOOTFl'I.INT, Olil ANY OTHER ACTIJAL 61.JILDIN& SIZE CALc.lJLATION. FltEFEl'I. TO TITLE 5HEET FOR ACTIJAL 61.JILDIN& 5Cill.JAl'tE FOOTA&f:5. MAXIMUM F.A.R. SGUARE FOOTA6E. (BUILDABLE AAEA = 2~& X :2) 4,166 5G. FT. F.A.R. SGUARE FOOTA6E ~1'1. TO DIA&RAM5 AT LEFT) LOll'El'I. LEVEL MAIN LEVEL FI.OOF DEC,!< LEVEL TOTALAAEA 2P45 5G. FT. l,&41 5G. FT. 355 5G.FT. 4,241 5G. FT. /COMFl..lf:5) CONSTRUCTION SGUARE FOOTA6E CONDITIONED Al'tEA, LOl'lEFI. LEVEL MAIN LEVEL F1.00F DEc.K LEVEL TOTAL C.ONDITIONED AAeA, UNCONDITIONED AAeA, &Al'I.A&E 5UN5ET DEc.K HILL VIEl'l DEC,!< TOTAL UNCONDITIONED DEc.K AAEA, 1,50'! 5G. FT. l,'l&I 5G. FT. 955 5G. FT. S,646 5G. FT. 166 5G. FT. 600 5G. FT. 4"1 5G. FT. I.OSI 5G. FT. • u DRAWN AE CHECKED R.I<. DATE 10/:21/:20:21 REVISION SCALE 1/4" = l'-0" SHEET NO. Asq.1 PA2021-274 Open Volumn Area Requirements: Calculation: (sq. ft.) 1. Minimum of 15% of Buildable Lot Area. Buildable Area: 2,368 2. 7.5' under the 24' max. height limit (shown) Min. (15%): 355.2 3. 5' min. from adjoining walls. Area 1: 59 4. Open on at least one side. Area2: 106 Area3: 75 Area4: 142 Total: (complies) 382 ('.) ('.) Area= 1 m I I I I I I I I I I If "' \ I II ~c i 0 (.) q [TI] ~ ~,, "" I ~ " " @] ,, ~ ~ ~ Open Volume Exhibit Third Floor Limitations (lots wider than 30'): Calculation: (sq. ft.) 1. Maximum. Gross Floor Area of 15% of Buildable Area: 2,368 buildable area. 2. Combined floor area and covered decks area Gross Floor Area: 50% maximum. of total building area. Max. (15%): 355 3. Enclosed floor area and covered decks area Total (complies): 355 shall be set back a minimum of 15' from the front and rear setback lines and 2' from each Combined Floor Area: side setback line. Max. (50%): 1,184 4. Decks open on two sides min. are non-covered. Total (comolies): 446 Area = 354.934 units squared. I [ID 15'-0" #1: 11.68' #2: 14.28' #3: 15.45' Slone Distance: 70.00' ~ • .... .... ie • .... .... ~7'11 I I -~ -.i D ~I - ( . • .... I I I I I I 11 C Q r.'I I~ • 11'1 .... "1 • 11'1 .... .. =a ' , ,. 1' 0, J,, ' -:ii .... .... --~ -• . ~ V; ~ ~ D•)I r 1 1 1 1 1 1 1 / :!l - 2 #1: 11.85' #2: 14.28' #3: 14.98' I I I Third Floor Exhibit Slope Calculation: Low Comer: 11.68' High Comer: 15.51' Differential: 3.83' Distance: 70.00' Slope 5.47% #4: 15.36 #5: 15.51' I ~'11 1.• .. -& • -• N C'l • 11'1 : .... -~ • 11'1 .... i --,,. ill 11'1 ~ .... 1· .B ' ,, & #4: 15.18' #5: 15.38' Grade Plane Exhibit DRAWN AE CHECKED R.K. DATE 11/1:2/:20:21 REVISION SCALE 1/4" = l'-0" SHEET ND. Asq.2 PA2021-274 ; ,--·l ' . ; ' 1----i ' . i ____ _ i -·-i ' I-•-· ---{ i ! I 1 I j '~·--i 1,;···-··l,,_ t-···-1 ' ! I : !··--i i ! l·---1 I ' ---~--- '""-] ---Ci-- -~ ..... <t· ' ------~- - - -i ---ctt---m ~--. trj -lrj'' --f f- ' i--- rVi-J--i -+----· ·--·-··! 11---11, .. -·-· \ -- ; ., .. - \ i ··-·-·-! -L--UJ i l··-···- 1 .----, ---··-i ' r--·; ; ' ~-DOffiSPOIJT I DRAIN OIJTLET LOCATION, TYP. #1: 11.68' PLANTING> AREA 11.e•:1: F .S . f- -:i.. -··i ~-... -~ ,---' • '" -, ,---, #2: 14.28' -1 --Jn"i-t-~-"l ~--;---J --\!,1.-+----t-I ! ! j ! __ f···-~. ~-·· · if;j-7 l---l t4 ~ ----1 1------i i---i J.--··i, __ _:I: ' !1"'1~•. !..i! ! !.,,,! ! ! ! ! ] ---, t"-~-1 "J. . --·1 .,,, r-··--1 1---1 t----1 r·-·-1 r---7 , ·--·\ i--·-· t----11•+.,-__ +_ 1--+1-_-ii_+ti'i_""'"';.1--i --+i_-__ +1---+1 .. --.. ~-+1--+r-----...,-1,-,;---i __ -_,+--; --+r---7+. -+,.--.-+-,--+1-=---= .. t-t:r·=---t-1 --t,=-:iH ~ ___J !---l --~ Y-],-----~ ~---l }--·i ~---i 1-----l L .. -.. .l j ___ j ---l !---~ --·-· 11 J L--t:' :±' -l:' :::Jitil':::::J',-'f=j-' ---k' ::::i-' --t.' :::::f'----j'=J'f----l=' =t' --t' =i-' ---t'~~-~'f----jc' =J!' ~-1 -' ____ ;t -r·-i---j-.' r----.... r·1-----·1---r-l---r·1 ___ r-1 .... r-· :J~L::::.I:. ii· . -----.--1-_r------__ J_--·t ________ .,_ --{._ ---_Lt_._~~-,.-_ .. ~.:.-.t:~t::=:: ;:::----- _,.1 1 ----tT": =--· -·· .. 11----· I • i 1---·····-· •-·-----·::-" •·' ::::.---- 1! ir-··1 I I i 1 1. I 1 ....... J.----·:....:--;:.::.-.-.--~ -fl 1·-··-··j >-· -I 1----"V'! i-:,~ .••.••. e: 1! i! 1 I ! i i __ ,....i.,,---··::....-___ ......... ..- C.:.T -•~-i--t ' --- ' ' i-----~ i i I, ·-.. j ~J EXISTING,, HOIJ5E FOOTPRINT (SCREENED)'-~ • c;. HAR.DSC.APE "!-PAYERS-- 31.N #2: 14.28' i~~~ #1: 11.85' ~,,~~~~~ I ~ 0 _J STONE PAYERS I I 11 I I I 11 11 I I I I I 3YVOH A 7/YVV ~ 37:JN/S I ---------------------______ ,.....-- --------- #3: 15.45' #4: 15.36 1'. 14.0' F.F. 16.e!:I' T/SLAB N ~ 0 _J 00'08 M.,SS ,61 ollS 16.'=!':I: F .S. • r--PAVERS SET IN G,RAYEL KIN6 PALM TREE :1:16.Cf' F.5. POTTED PLANT M .. 9S ,SE oZZS ~ EXISTING,, HOIJSE FOOTPRINT (SCREENED)-- 14.0' F.F. " "'-,;., i ,a.ci•:1: 5. □ ~=l f- « "'· ,;. DN 5R ~-"' .~ ~ "'Z Cj 19.aB' TOP OF SLAB ~ □ □;:::::::::.=::: N "! 0 N II f- f-z 0 CL LL C) ';;j-- lf) ,._ II I0'-0 i 1!!1.Cf':I: .5. D 0 0 0 "' "' co II "' d z <( w u 0 • w ct □ ~::::::::::=ti'ft:,,,:---STONE PAYERS '---i-~ ~-= 0 ~ [CJ □ D ::=:::::I ! -----~F=l-R ------- ~ LJ « "'-~ '\ [J #5: 15.38' ~-PROPERTY LINE 3YVOH A 7/YVV ~ 37~NIS '""""& site · Ian notes I. 2. s. 4, ,. 6. 1. I "NATURAL 6RADE" OR 11ROU6H 6RADE11 SHALL BE DEFI AS THE Oltl61NAL 6RADE OF LOT IN ITS ORl61NAL FURe,HASEI;> <;,ONDITION, A~ ~11N ON TOPO6RAPHIC. MAP PROVIDED 6Y DUC.A-f-lC,c.oY, INC.. ; ' p/4i, ELEVATIONS DETERMINED 6'1" THE C.IVIL ENcSINEER $HALL IMPLY l'IITH THE DESlc&N REGlUIREMENTS OF 60TH THE jSOILS PORT AND THE STRUC.11!RAL PLANS. ' C.IVIL ENcSINEER SHALL VERIFY THE STRUC.11!RAL $1NEER'S AILS FOR SLA6S-ON•6RADE PRIOR TO DETERMINJN FINAL P,),D ELEVATIONS ON THE ~c;.ISE 6RADIN6 PLAN. Fl~ISHED c&RADE ADJAC.ENT TO THE HOUSE SHALL 6E A MINIMUM OF 2>"!6ELOl'I THE TOP OF AN'I" ADJAc.ENT FOUNDATION OR SLA6-0N--6RADE Fi:>UNDATION, IN ORDER TO MAINTAIN THE PROPER SEP,i.RATION 6ETl'IEEN EARTH A!ilD l'IOOD FRAMINc& ! . ' I i A!+L PAVED SURFAC,ES SHALL SLOPE Al'IA'I" FROM elJIL!flNcS AT 2SII c&RADE MIN. US/= SSlr, FOR SOIL OR ROl.lcSH TEX11JRED HARDsc.APINc&. j i I PUANTERS AND OTHER PLANT c.oNTAINERS INSTALLED <:)N EXTERIOR Dl;:C,KS SHALL 6E WNNEc.TED TO THE SITE AREA DR.Alt,! SYSTEM ~TREET l'IJMBERS SHALL 6E VISl6LE AND LEc&I~ FROM THE ~IA!. ~f'ioWc.~or A~~..c;oM61JSTl61..E MA ! IALS IN ' ' ~INA<Se PIPINc& SERVINcS FIXTURES l'IHIC.H HAVE FLooh LEVEL RIMS L.dc;.ATED 6ELOl'I THE ELEVATION OF THE NEXT UPS~ MANHOLE c.oVER ofi THE FIJ6LIC. SEl"ER SERVINc& SUc.H PIPINc& SHALL 6E lf'ROTEG TEI:) FFl.oM 6AC.t=::FLOl'I OF SEl'IA6E 6'1" INSTALLINc& AN APPRq)VED TYPE g~~~:,~~t-,!~~~ ~JF.EVATIONISHALL NOT e,_ f'$PERTY MARKERS t-lJST 6E VISl61..E AT HE TIME OF l~SPEC.TION OR A ~RVEY l'IILL 6E REGIUIREO. I ' ' 'I. Llc<TINc&, EXTERIOR AND INTERIOR, SHALL 6E DESleiNED AND L ATEt) SO AS TO C.ONFINE DIREC.T RA'l"S TO THE ISES. ----- -\0 \0 N °' DRAWN AE CHECKED R.K. DATE 11/12/2021 REVISION SCALE 1/4" " I '-0" SHEET N 0. Al.1 .--------·- PA2021-274 > "' :is Ill '" :,: ... < '" II c, N '" > .. .. -: ... 6 "' 0 • z • z p ~ a i:i ,-• "' Ill ,-i:i . 'l; &: -I> ,-0 • ijj .s i:i -I> I~ ~ +-f &: . "' .:; . " -:,: '" )(I '" W> 7'," ;::, .. . " Q"' "' w " ..,. i5 &: • ..,. . "' .s . Ill ~ -= ' ~ • 11 _, • '" ➔ " > "' m> • z I -I> ,-Ill I~ I -I> ,-Ill i:i 55'-4 5/4" 91'-11" I~" -~ I I I I I I I I I 20'-e" IJ> ,= 0---l a> 0(11 II! ill> 71 i !JI l1t ~ I I I I I I I I I ~---11'-6" ~ I I I I I I I I I I ------------l-----------1--411 / : {109) I ' : ' I (106)! -& y ~ " • ~----------~~ .~ ---~----------------►------~ I I I ,-I I Ill I I • r:::: I :::t : X iii q i l ! _T ______ _ ClZ I ----------i---+-1 I I I I I I I I I I ----------r I I I I I I I I I I -T--1 I I I I I I I I I I ---r--+-+1-I I -------,-(i\ > ~ ~ & • m ,--7 , ... I ,-! --~ • X iii ~ ,, j ii lrl ~ l1t I -------. I I !811 I I I I I I I I ---, I I ! 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Oceanfront Architecture/ Planning Newport Beach, CA 92661 1500 Quail Street, Suite 520 NOTICE: THIS DRAWING HAS BEEN PUBLISHED AND IS THE SOLE PROPERTY OF RICHARD KRANTZ Newport Beach, CA 92660 ARCHITECTURE, INC., AND IS LENT TO THE BORROW'ER FOR HIS CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND (949) 752-6345 Fax (949) 752-6235 AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHAU. NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT IS FURNISHED. .· fit.J.t ~ 9.i,;: !~ ~J ,_, ./ . ' :r:. .. -on183 , I \~>~ ~/3/ ,'1'~ · 10-s\,Y 0, CJF_ ct.1.'!/ PA2021-274 > "' " :is -:,: Cl Ill '" '-Cl )(I '" > "' :,: ... < '" II c, W> 7'-" m> N '" > .. ;::, .. . " • .. ----: .. Q"' "' z 6 "' 0 w " • z • z N p I ~ i;i ,-• tJ Ill ,· i;) a 0 ,-0 I~ (I> ~ ,-..,. tJ i;) • a i;) a ..,. ,-0 a Ill iS i;) a UI .L .A q ..,. ~ . ~ ' .,. . ~ ~ ,.__ ~ . :a 1 . 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Oceanfront Architecture/ Planning Newport Beach, CA 92661 1500 Quail Street, Suite 520 NOTICE: THIS DRAWING HAS BEEN PUBLISHED AND IS THE SOLE PROPERTY OF RICHARD KRANTZ Newport Beach, CA 92660 ARCHITECTURE, INC., AND IS LENT TO THE BORROW'ER FOR HIS CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND (949) 752-6345 Fax (949) 752-6235 AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHAU. NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECll Y, NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT IS FURNISHED. ,· fit.J.t ~ ¢i,;: !~ ~J /... ,/ ' ' :r:. .. -on183 , I \~,A~ ~/3/ ,1'~·10-s\-Yo' CJF_ ct.1.'!/ PA2021-274 > "' :is Ill '" :,: ... < '" II c, N '" > .. .. -: .. 6 "' 0 • z ~ p • z " -:,: Cl '-Cl )(I '" > "' W> 7'," m> ;::, .. . " • Q"' "' z w " I ~ i:l . i;i .-• IJ Ill ,· i:l . Ill IJ ~ ' i;i ,-i:l . 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Oceanfront Architecture/ Planning Newport Beach, CA 92661 1500 Quail Street, Suite 520 NOTICE: THIS DRAWING HAS BEEN PUBLISHED AND IS THE SOLE PROPERTY OF RICHARD KRANTZ Newport Beach, CA 92660 ARCHITECTURE, INC., AND IS LENT TO THE BORROW'ER FOR HIS CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND (949) 752-6345 Fax (949) 752-6235 AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHAU. NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECll Y, NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT IS FURNISHED. .· fit.J.t ~ ¢i,;: !~ ~J ,... ,/ ' ' :r:, .. -on183 . I \~,A~ ~/3/ ,1'~·10-s\-Yo' CJF_ CAI.\!/ PA2021-274 > "' " i -" 0 ., '" -----0 i(I'" )>., " = "' < '" " 1'>> "'" m> N II i:J .. • '" > "' . " .. ----:: ... 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Architecture/ Planning 1500 Quail Street, Suite 520 Newport Beach, CA 92660 (949) 752-6345 Fax (949) 752-6235 '°''\ 1/~~ ~-Kfi,,(l'. . /~ ~~\ /:::i/ ./ ', '. I . I TC _.., i /~;t}, ~!~ ftj-1 IO-'a\''f~O~ <JJ: C p.\.\. \ PA2021-274 s - 22 - " - " ,- o- -45- 40- =- ,-- ' TOP PLATE 41.21' FitEAA PROPER1Y LINl:--------:>1- 15.000' 3RD FLOOR SETBACK .---RID61: C,AP HILL VIEll'II . 11 -IP LL 2'1' PITc.HED ROOF HE16HT LIMIT-~\. ::.,,...---- ~_/ I I LJ il ~ 24'FLAT ROOF HEl6HT LIMIT R - ' ~ m ,.. D@IT' TOP OF FINISH ROOF 46.ei1' TOP PLATE 42.21' 15.000' 3RD. FLR. 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Oceanfront Newport Beach, CA 92661 ' I ,/'I I I I I _J I I I I I I :) H ,o I "II :~ I iii I ' I~ , ' ' ,-hi ti "II ~ ,, z ~ ~ ~ ~~ ~~ ~m ~ ~ {1l e; ' m ~ ~ ~ Ff-~· 0 ;::J m ® ® c:t·-r a ~ "II 0 I ,, ~ 8 ~ 0 ;,Q 11'..e:t 1/4" i 12'-11/211 / ;j, t ' " , C " C ' ' ' ' ' ' Elevations NOTICE: THIS DRAWING HAS BEEN PUBLISHED AND IS THE SOLE PROPERTY OF RICHARD KRANTZ ARCHITECTURED INCTI AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL USE ONLY, AND IN CONS! ERA ON OF THE LOAN OF THIS DRA~NG. THE BORROWER PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR VvHICH IT IS FURNISHED. ' " ' ' N 10 1/411 a "II a !il I "11 ;:g I "II -< 1; ~ :iii 3 11J IJ ,w -I> '~ t I --I ' " " , ' "1'-e, 1/2" f,i'-11/2" ~ § ' ' ::1 ' 11-111 ij ti I~ 111 111 '"II ,,... 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'~ \ • CJ,c; :,..0 ·. ·--·~ .. ,;.A\ i ....,/ \ \ I i I I I,* , C-011193 ! * 1 I ' ' I "'' ~ 1t'~! ·-;..,. ~· \',p C·/1 '.".~, IO:S\JI;'() /. ""-c,.1.,,t PA2021-274 Notes I. l'IINDOl"e AND EXTERIOR DOORS SHALL BE METAL-CLAD, ~-FRAMED, MANUFACTIJRED BY LOel'IEN l'IINDOl"e, UNLE:55 NOTED ~ISE 2. SIZES NOTED A~ NOMINAL Fli.AME SIZES, U.N.O. VERIFY ALL l'WU6tt OPENINtS, DIMEN510N5 AND HEAD HEl6HT5 l'IITH MANUFACTIJFi.ER PRIOR TO FFIIAMIN6. S l'IINDOl'I AND DOOR HEAD DIMENSIONS ON THE ELEVATIONS A~ MEASU~ FROM THE TOP OF PLYl'IOOD FLOOR SHEATHIN6 OR TOP OF SLAB. THE5E A~ NOT ROU6H OPENIN6 SIZES. IT IS INTENDED THAT THE CONTRACTOR GOOFU)INATE THE HEAD5 OF l'IINDOl"6 AND EXTERIOR DOORS 50 THAT THEY ALl6N AT THE SAME HEl6HT AND FINISH EVENLY l'IITH CA51N65 AND 1'1'1MS. 4. IT 15 CRITICAL THAT THE EXTERIOR MOLDIN6 DETAILS COORDINATE l'IITH THE l'IINDOl'I AND DOOR HEADS. NO AD.JJSTMENTS OR GHAN6ES TO THE5E DETAILS SHALL BE MADE l'IITHOVr PRIOR APPROVAL OF THE ARCHITECT. 5. ALL OPENIN65 SHALL BE ~~y l'IEATHERST1'1f'f'ED. 6. PROVIDE DUAL-6LAZIN6 l'IITH SIMULATED DIVIDED Ll6HT5, U.N.O. "T. OPERATIN6 HARDl'IARE SHALL BE SUITABLE FOR COASTAL CLIMATE. Window Types I0'-3" i;==;:=:;i ____,,__ FINISH FLR. ~ n_ 1 6. PROVIDE Tl'IO SASH I.OGK5 FOR ALL CASEMENT l'IINDOl"e FIVE FEET OR 6REATER IN HEl6HT. Cf. ALL OPERABLE l'IINDOl"6 SHALL BE ~VIDEO l'IITH SC~. SCREEN FRAMES SHALL MATCH THE COLOR OF THE l'IINDOl'I FRAME AND FITTED l'IITH CHARCOAL FIBER6LASS CLOTH 5G-IN6. AND ~TED BY SECURITY SYSTEM. 10. PER C.R.C SEGT. A6105 DOORS l'IITH DIRECT AGGESS TO AN OIJTt:>OOR POOL SHALL BE EQUIPPED l'IITH ONE OF THE FOLLOl'IIN6, I. A 5ELF-CL051NtS, AND SELF LATCHIN6 DEVICE l'IITH THE REI EASE MECHANISM LOCATED A MINIMUM OF 5-4" ABOVE THE FLOOR 2. AN ALARM l'IHICH l'IILL SOUND GONTINIJOUSL Y FOR A MINIMUM OF SO SECONDS l'IITHIN 5EVEN SEGONDS OF THE DOOR BEIN6 OPENED, CAPABLE OF 6!506 AT IO FEET, AND AIJTOMATIC ~SET. THE ALARM SHALL BE EQUIPPED l'IITH A MANUAL Sl'IITCH OR TOUGHPAD CAPABLE OF DEACTIVATIN6 THE ALARM FOR A SIN6LE OPENIN6 OF THE DOOR, LOCATED A MINIMUM OF 5-4" ABOVE THE FLOOR. THE DEACTIVATION SHALL LAST FOR NO MORE THAN 15 SECONDS. • :r r- Gf'-6" . D@) r II. l'IINDOl'IS l'IHICH A~ REGUI~ TO MEET C.R.G. ~ REGUl~MENTS SHALL PROVIDE A MINIMUM CLEAR OPENIN6 l'IIDTH OF 20', A MINIMUM CLeAR OPeNIN6 Hel6HT Of' 24", AND A MINIMUM GLEAR Al'E!A OF 5."T SGIUA~ FEET. BUTT HIN6ES SHALL BE U5ED ON C.ASEMENT l'IINDOl"e A5 NEGE:55ARY TO ACHIEVE MINIMl.M CLEAR l'IIDTH DIMENSION. l'IINDOl'I SILLS OF E6RE:55 l'IINDOl"e SHALL NOT BE M~ THAN -4-4" ABOVE THE FINISH FLOOR. 12. THE l'IINDOl'I MANUFACTIJRER SHALL PROVIDE SHoP DRAl'IIN65 OF ALL ARCHED, GUSTOM-5HAPED AND CUSTOM-SIZED l'IINDOl'IS TO THE TO THE ARc.HITECT FOR APPROVAL PRIOR TO FABRICATION. 15. ALL TYPICAL l'IINDOl"e AND FRENCH DOORS l'IILL HAVE A l'IEl6HTED AVERME NFRC, U-FACTOR AND A l'IEl6HTED AVERME SH6G l'IITH LOl'I-E 6LASS IN AGGORDANGE l'IITH THE T-24 SHEET. ~ER TO SHEET T-24 FOR MORE INFORMATION. ALL NEl'l l'IINDOl'IS AND DOORS SHALi. HAVE A LABEL INDIC:.ATIN6 THE U-FACTOR AND SH6U. 6'-0" r HEAD HEl6HT5 SHOl'IN ARE DIMENSIONED FROM THE ROU6H-FRAMED FLOOR (TOP OF PL Yl'IOOD) OR TOP OF CONG-SLAB. THE C.ONT1'ACTOR 15 RESPONSIBLE FOR DETERMININISo l'1.0U6H OPENIN6 DIMEN510N5 AND FRAMED HEADER HEl6HT5. r===~===-ll ____,,__ ,;:::===:--;::::==;,-;==="'I ____,,__ E 14. '°"""IDE TEMPEfe:> &LASS AT LOCATIONS STIPULATED ON SHEET AN2 '6.0 DOORS AND l'IINDOl'IS" PER C.R.G. SECTION 506.4. EACH PANE OF SAFETY &LAZIN& INSTALL.ED IN HAZARDOUS LOCATIONS 5HAl.l. BE IDENTIFIED SY A MANUFAClURER'S DE516NATION, THE MANUFAClURER OR INSTALL.ER AND THE SAFETY S-LAZIN& STANDARD l't!IGH IT Got-FLIES. MA.Tl-PANE A56EMBLIE5 SHALL BE IDENTIFIED PER CRG le06.I. 15. THE CLIENT SHALL INDICATE THEIR PREFERENCE REGARDIN(S, )'IIINDO)'li TINTIN6 ON THE )'IIINDO)'II ORDER PLACED TO THE )'IIINDO)'II 5UPPLIER THROU6H THE SUILDER. 6LASS IINTIN6 QR GQA,TINt,<;, SHA.I I 6E YERIEIEP A.ND A.PPROYEP 6Y THE O)'IINER PRIOR TO FABRICATION. 16. FOR ~JECTS LOCATED IN ANY Fl~ HAZARD SEVERITY ZONE, ALL 6LAZIN6 SHALL BE IN5ULATED-6LA55 (DUAL PANED) UNITS l'IITH A MINIMUM OF ONE PANE ~-EXTERIOR DOOR A55EMBLIE5, 1Nc.LUDIN6 6AAA6E DOORS SHALL eE OF NONc.OMeUSTIEILE CONSTFWGTION. OR SOLID l'IOOD HAVIN6 STILES AND RAILS NOT LESS THAN I S/4" THICI< l'IITH INTERIOR FIELD PANEL NO LESS THAN I 1/4 !Ne.HES THICI<. l"T. l'IINDOl'I FALL """11:GTION, IN Dl'IELLIN& UNITS, 1'1-iERE THE OF'ENINl!l, OF AN OPERABLE l'IINDOl'I IS LOCATED ~ THAN 12 INGl£5 Af30\/E TtlE FINISIEO s-RADE OR ~AGE BEI.Ol'I, 11-E LOl'eT PART OF THE GI.EAR OPENINs-OF THE l'IINDOl'I SHALL BE A MIN. OF 24 INCHES Af30\/E TtlE FINISHED FLOOR OF TtlE IWOM IN l't!IGH THE l'IINDOl'I 15 LOCATED. ~ 5EGTIONS OF l'IINDOl'e SHALL NOT -IT OF'ENIN&S THAT ALl.Ol'I PASSME OF A 4' DIAMEreR "'SPl"'HE""RE"' 1'1t1ERE 5UGH OPENIN&S ARE LOCATED l'llllilN 24" OF THE FINISHED FLOOR (CRC R:112.2) Window Schedule NO. UNIT T'r'PE BASEMENT PLAN (001) A XXX (006) (001) JIIIINDOll'I UNIT SIZE l'IIDTH HEl6HT XXX XXX HEAD HEl6HT XXX MODEi, SASH/ NO. FRAME CUSTOM MATERIALS AND FINISHES ""°"' METAL. <:LAO ~MARKS X 2 X X t--------.-,6-'"'.-o"", .. --------------------------------------------------------------------------1(006) -r ,_c===-> t------------------------i--------j--------t--------i---------1t--t---t----t------i-------t---------1 / e 112· 12'-0" !5'-611 ,·-1 3/411 10•-9• . II II I . ~ ~ ill ill FINISH FLR.-----,.,_, n, . . / ·•.\LJLJ . l'WU6tt FLR. _J r G ~ >------------------------------------------------------------------------------------------1 I/ ' . 6'-11 1/f!JII 6 1/2" 5'-0" j' Cl . . ========:;n ~ TT B !a- 11\ I "-F-J 1' G . I • ' 11'-IO 1/f," ' I I . . I. I r;::::=::::::;---;:::==;--::==::;---i ___,_ F.L.~ n l'WU6tt FLR. _J ------------J ~ RF. T u JIii (010) @O FIRST FLOOR PLAN CTID ill:) @:) @O SECOND FLOOR PLAN @D @D • u C r: A .. (-,j -H F .-I< .. C R.K. [ ,\ T [ 10/::2::2/::20::21 C .. . - 1/4" = l'-011 R F I ~ I 0 II C :::; II [ [ T II .. AD 1 PA2021-274 Door Legend DOOR AC.TION5: HIN6EDPAIR PANELED DOORS NOTc, REFER TO INTcRIOR DESl6NER'5 FLANS AND 5FEC:.IFIC:.ATION5 FOR INTcRIOR OOOR 5T'T"LE/t:>E516N. rFINl~FLR. ,I ='k \_TOP OF PLYll'IOOD OR TOP OF 5LA6 PANELED DOORS PAIR NOTc, REFER TO INTcRIOR DE516NER'5 PLANS AND 5FEC:.IFIC:.ATION5 FOR INTcRIOR OOOR 5T'T"LE/t:>E516N. 51-IDINS '~ [OJ [OJ ~~ • 0 -' Ill ~~ _____.,_ Pl PANEL.ED DOOR 6I-PA55 61-FOL.D ~~ [D][D] DD • 9 Ill □□ . P2 PANEi-ED DOOR P3 . □□ □□ DD DD 9 Ill ,-----------------------7 I OVERHEAD (ROl-1..-IJP) 2'-e" r 3'-0'' r f f □□ □□ DD • DD • 9 9 Ill Ill DD DD PANEi-ED DOOR P4 PANEi-ED DOOR NOTE: DOOR DIMENSIONS ASSUME 2" OF FINISH FLOOR MATERIAL THICKNESS; VERIFY ~ITH INTERIOR DESIGNER AND BUILDER r 6'-6' r _____.._ □□ DD • 0 -' Ill DD . F5 PANELED DOOR ✓"-~'= ~~ ~~ . DD DD - - - - - -\._ - -------\ - - - - - - - - - - --~ - - - - - - - --'" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOP OF Pl-~ OR PPI PANEi-ED DOOR PP2 PANEi-ED DOOR TOP OF 51-Ae PAIR PAIR Ml5c.ELLANEOU5 DOORS II I/ ·•. I · ... ' I" . S' ;-1// ·• 9 .. .. .. I • .. [./// . . --------------------------------------------------------~-----------------. I • , • ---l, (IC7T} &'-6' 161-01 ' ' I I -~ ----------------------------~-~~----;------~~~~~~-~----;------- \_TOP OF PLYY'IOOD OR GARAGE SECTIONAL DOORS (I06} (105} TOP OF 51-Ae NOTE, l'IROU6HT IRON De516N TO 61;: DE I El<MINED. IFION ll'IORK SHOll'lN ~ 15 FOR ILLUSTRATIVE PURFOSE5. THE Y'lROU6HT IRON C:.ONTRAc:. TOR SHALL CONSUI-T l'IITH THE 01/'lNER, INTERIOR De5I6NER AND ARc:.HITECT TC:, DE I El<MINE THE ACTUAL PATTERN AND STYI-E OF ALL IRON ll'IORK, AND sueMIT SHOP ~IN65 TO THE ARc:.HITECT FOR APPROVAL PRIOR TO FABRICATION. Notes I. 51ZES NOTED ARE CLEAR Of'f:NINS SIZED BE'MEEN JAM65, U.N.O. 2. PROVIDE DUAL 6LAZIN6 l'IITH TRUI: DIVIDED Ll6HT5 AS SHol'IN, U.N.O. e. ALL E:XTERIOR OPE:NIN65 SHALL ee FROFE:RL..,. IIIIEATHERSTRIPPE:D. 4. DOORS eE:Tl'IE:E:N THE HOUSE AND 6ARA6E SHALL eE: SOI-ID Y'IOOD, l'IITH A MINIMJM 20 MINUTE FIRE: RATINS, AND EGUIPPE:D 11111TH A 5EJ..F-Cl-051N6 DE:VIGE, AND FULLY IIIIEATHERSTRIPPE:D. 5. DOOR5 IIIIHIGH OPEN INTO AN El-E:VATOR SHAFT SHALi-eE: A ONE-+!OIJR FIRE:-RATED A55EM61.Y. 6. PER G.R.G 5EGT. A6105 DOORS l'IITH DIRECT AGGE55 TO AN OUTDOOR POOi-SHALL 6E EGUIPPED l'IITH ONE OF THE FOl-l-OII\IIN6, ;, I. A 5El-F-Cl-051N6 AND SEJ..F l-ATGHIN6 DE:VIGE l'IITH THE REL.EA5E ME:GHANl5M 1-0GATED A MINIMUM OF !54" ABOVE THE Fl-OOR. 2. AN ALARM l'IHIGH l'IILL SOUND c.oNTINUOU5L Y FOR A MINIMUM OF !lO 5Ec.oND5 l'IITHIN SEVEN SECONDS OF THE DOOR 6EIN6 OPENED, GAFAel-E OF tl5D6 AT 10 FE:ET, AND AUTOMATIG RISET. THE ALARM SHALL eE: EGUIPPE:D l'IITH A MANUAL Sl'IITGH OR TOUCHPAD GAPA6LE OF DEAGTIVATIN6 THE ALARM FOR A 51N6LE Of'f:NIN6 OF THE DOOR, 1-0GATED A MINIMJM OF 54' ABOVE THE Fl-OOR.. THE DEACTIVATION SHALL l-A5T FOR NO MORE THAN 15 5EGOND5. PIWVIDE: TE:MPE:RED 6l-A9S AT 1-0GATIONS 5TIPULATE:D ON 5H:ET AN2 •e,.o OOOR5 AND VIIND01'15' PE:R G.R.G. 51:GTION eoll.4. EAGH PANE: OF 5AFETY 6L.AZIN6 IN5TALLE:D IN HAZAADOUS 1-0GATION5 SHALL 6E IDE:NTIFIE:D BY A MA1'1JFAGTURE:R5 DE:5I6NATION, THE MANUFAG"l1.IR£R OR IN5TALLE:R AND THE 5AFETT' 61..AZINCS STANDARD l"IHIGH IT GOMPI.IE:5. MU. Tl-PANE: A55E:Mel.lE:5 SHALL 6E IDE:NTIFIE:D PE:R GRG teofl.l. &. FOR FROJEGT5 LOCATED IN ANY FIRE: HAZARD 5EVE:FI.ITY ZONE, ALL 61-AZINS SHALL 6E IN5Ul-ATED-61-A55 (DUAL PANED) UNITS l'IITH A MINIMUM OF ONE PANE TEMPERE:D. EXTERIOR DOOR A55EM61-IE5, INGI-UDINS 6ARA6E DOORS SHALL 6E OF NONGOM6U5Tl61-E c.oNSTRUGTION, OR SOLID Y'IOOD HAVIN6 STILE:5 AND RAILS NOT LE55 THAN I !l/4' THIGK l'IITH INTERIOR FIELD PANEi-NO LE55 THAN I 1/4 INGHE:5 THIGK . Door Schedule NO. SIZE TYPE TYPE l'IIDTH HEie.HT THIGK MATERIAL FINISH 6A5EMENT FIRST FLOOR SECOND FLOOR REMARKS RATIN6 HARDl'IARE • u C r: A .. (-,j C H F ,-I< C C R.K. [ ,\ T [ 10/::2::2/::20::21 C -' - 1/4" = 11-011 R F I ~ I 0 II C :::; II [ [ T II ' AD2 PA2021-274 > =I I I I I II 11 Magis TLCS, LLC. v,1 ~ 0 . C ,j, ~ ...... n ,;:: 0 ,-, < l,J'··' ~' 1712 E. Oceanfront n 7 ~ ' -t.J> ]'.c 'J> ' :/'J 'I 7 n -t.Jn . .., -:;~ Newport Beach, CA 92661 w ~ 0 ' C· C l,J z z =t 11 ('I )> r 1:· .·. ~--N ~ -I 11-() ::t ~ ffl j(J --~-G rn ~•~~8 jl! ,,_ 11~ G~ ~~~ij~ ct~ ,ci•,.·.·. ~ ~p 11gi~l ~~~111e." ~ ...... 7T r C) C) j(J :-.1 II 1/t," T .J.I. 1 If>': .1 :;;, f,f: ... ·/ -,.. o iali~ ~~ ;i! '<:f-'~p= _= _= ,=r ~ )> ~J~~ ~ i~_,,.11 --\ --\ '< Ill 71 ::t 7T ~ rn :r IJl r --( ~ II! II ~ ijj'► 7T rnOJr 0ao j(J < () C) rn ';i(I ()@)> :r )> CJ) lfl 'j(J CJ) Ill\ ,.-1 ,. , \ s~~ >:i!. '-1,i ii II J!l' zm ~E i ,,, ~! ~~ l'. I ~~ > 11! ;i!;i i~ i w►rn -@:r U)nt~ 'I 11:2" T .J.I . 3/4I' .QI, --( ~ )> --I r ~ 1)1 • II 6 . < z @ CJ) "11 ~ rn h \ s~~ >:i! • '-I '.11 ii 11 J!l' zm ~E i Architectural Details NOTICE: I I ~! ~~ l'. I THIS DRAWING HAS BEEN PUBLISHED AND IS THE SOLE PROPERTY OF RICHARD KRANTZ ARCHITECTURE, INC., AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT IS FURNISHED. ~~ :i! '.11 iii~ ~ § )II I . : . : . · .. ;. : ·, . ~~ :i! 1t lllo m~ ~ w ~~ :i! -it :.11& m~ I "11 C) rnr G G ·-------~=-~ -c= .. _ rnz ~~ 1~· ra oa rn ;i(I (\ A i ~ l ffif · i 1 314" ! ~i~ rt ~Ill l ~ z ~Iii~ :r ~ ~~ i 11 1 m ~ ~ie i II,! II q I ~ J , I i ~ ~~~ i~l --1 ~1 ; ~ ti 1 ! i~ met ~ ' -I : l 'I "i! L n: ~ !ai Iii ~ I iii 'I i Ji ~ i ~~~ I \fl' :1 ,!~ .J \\\ I I ,i,_. • : -Iii·, +-' >~ /Ii /~ 111\!I~ !~ • I ' rur,: ~O It i > / ' I ~ ~ G i I Richard Krantz Architecture, Inc. 1~,i~!35fitt Architecture/Plannin ( ... !~ .. \ \ g * I C·0l1193 , *) 1500 Quail Street, Suite 520 \ . ..;J, ~/~/ Newport Beach, CA 92660 ~:f19-~\\:~ff' (949) 752-6345 Fax (949) 752-6235 ,IJf'_C]<\,.> PRECISE GRADING PLAN VICINITY MAP 1 TITLE SHEET 1712 E. OCEANFRONT NEWPORT BEACH, CA 92661 CIVIL ENGINEER OWNER/ DEVELOPER SITE ADDRESS LEGAL DESCRIPTION GEOLOGISTS/SOILS ENGINEER: ABBREVIATIONS & LEGEND GENERAL GRADING GENERAL NOTES EROSION CONTROL REQUIRED INSPECTION REQUIRED INSPECTION ENGINEER'S NOTICE TO CONTRACTOR GRADING FILLS/CUTS DOCUMENTATION ARCHITECT 4 PRECISE GRADING PLAN 1712 E. OCEANFRONTNEWPORT BEACH, CA 92661COUNTY OF ORANGE PA2021-274 I. 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. ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC), THE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT. 4. DUST SHALL BE CONTROLLED BY WATER AND/OR DUST PALLIATIVE. 5. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD. 6. WORK HOURS ARE LIMITED FROM 7:00AM TO 6:30PM MONDAY THROUGH FRIDAY; 8:00AM TO 6:00PM SATURDAYS; AND NO WORK ON SUNDAYS AND HOLIDAYS PER SECTION 10-28 OF NBMC. 7. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF NBMC. 8. THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 9. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES. I 0. APPROVED SHORING, DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. 11. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL. 12. HAUL ROUTES FOR IMPORT AND EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER AND PROCEDURES SHALL CONFORM TO CHAPTER 15 OF NBMC. 13. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDINGS AND SLOPE AREAS. 14. FAILURE TO REQUEST INSPECTION AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES ON-SITE AT THE APPROPRIATE TIMES SHALL RESULT IN A "STOP WORK" ORDER. 15. ALL PLASTIC DRAINAGE PIPES SHALL CONSIST OF PVC OR ABS PLASTIC SCHEDULE 40 OR SOR 35 OR ADS 3000 WITH GLUED JOINTS. 16. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR AND OTHER RESIDUE SHALL BE ALLOWED TO ENTER THE STREETS, CURBS, GUTTERS OR STORM DRAINS. ALL MATERIAL AND WASTE SHALL BE REMOVED FROM THE SITE. I. GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I VERTICAL. 2. FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 3. ALL FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TESTS SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS. 4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS 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 BEFORE ANY ADDITIONAL FILLS ARE ADDED. 7. ANY EXISTING IRRIGATION LINES OR CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY THE SOILS ENGINEER. 8. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL, AFTER CLEARING AND PRIOR TO THE PLACEMENT OF FILL IN CANYONS, INSPECT EACH CANYON FOR AREAS OF ADVERSE STABILITY AND DETERMINE THE PRESENCE OF, OR POSSIBILITY OF FUTURE ACCUMULATION OF, SUBSURFACE WATER OR SPRING FLOW. IF NEEDED, DRAINS WILL BE DESIGN AND CONSTRUCTED PRIOR TO THE PLACEMENT OF FILL IN EACH RESPECTIVE CANYON. 9. THE EXACT LOCATION OF SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE. ID. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED BY THE SOILS ENGINEER. THE BUILDING DIVISION MAY REQUIRE CORING AND CONCRETE FLAT WORK PLACED OVER THE UNTESTED BACKFILLS TO FACILITATE TESTING. 11. THE STOCKPILING OF EXCESS MATERIALS SHALL BE APPROVED BY THE BUILDING DIVISION. 12. LANDSCAPING OF ALL SLOPES AND PADS SHALL BE ACCORDANCE WITH CHAPTER 15 OF THE NBMC. 13. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE OF ANY STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARD OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGISTS SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO THE BUILDING DIVISION FOR APPROVAL. 14. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATION AND CALCULATIONS FROM THE BUILDING DIVISION PRIOR TO CONSTRUCTION. 15. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS AND ATTEST TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. 16. WHEN CUT PADS ARE BROUGHT TO NEAR GRADE THE ENGINEERING GEOLOGIST SHALL DETERMINE IF THE BEDROCK IS EXTENSIVELY FRACTURED OR FAULTED AND WILL READILY TRANSMIT WATER. IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, A COMPACTED FILL BLANKET WILL BE PLACED. 17. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING. 18. NOTIFICATION OF NONCOMPLIANCE: IF, IN THE COURSE OF FULFILLING THEIR RESPONSIBILITY, THE CIVIL ENGINEER, THE SOILS ENGINEER, THE ENGINEERING GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN CONFORMANCE WITH THE APPROVED GRADING PLANS, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE GRADING WORK AND TO THE BUILDING INSPECTOR. RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR APPROVAL. I. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NONEXISTENCE OF ANY UTILITY AND/OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITIES OF RECORD OR NOT OF RECORD OR NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 2. RELOCATION OR REMOVAL OF ANY EXISTING UTILITIES SHALL BE PERFORMED BY THE RESPECTIVE UTILITY OWNERS, AT THE EXPENSE OF THE DEVELOPER. 3. THE GRADING CONTRACTOR SHALL SATISFY HIMSELF AS TO THE GRADING QUANTITY AS SHOWN ON THIS PLAN AS PART OF HIS BID. 4. IT IS REQUESTED THAT THE GRADING CONTRACTOR NOTIFY THIS PRIVATE ENGINEER BY CALLING AT LEAST 48 HOURS BEFORE COMPLETION OF THE GRADING OPERATION IN ORDER THAT THIS OFFICE MAY PERFORM A FINAL INSPECTION TO COMPLY WITH OUR GRADE CERTIFICATION COMMITMENT TO THE CITY OF NEWPORT BEACH. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO COMMENCEMENT OF GRADING OPERATIONS. 6. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY OF NEWPORT BEACH PLANNING DEPARTMENT AND PUBLIC WORKS DEPARTMENT. 7. THE CONTRACTOR 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 THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTORS SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER 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 THE ENGINEER, OR ANY PUBLIC AGENCY. 8. THE ESTIMATES OF EARTHWORK AND IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY FOR THE PURPOSE OF SATISFYING CITY PLAN INFORMATION REQUIREMENTS. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL EARTHWORK AND IMPROVEMENT QUANTITIES AND SHALL USE SAME AS A BASIS FOR THIS BID(S) AND CONTRACT(S). 9. THE TOPOGRAPHIC INFORMATION CONTAINED IN THESE PLANS WAS OBTAINED BY AERIAL AND/OR FIELD SURVEY DATA, AND DISCREPANCIES BETWEEN PLAN ELEVATIONS AND ACTUAL ELEVATIONS ARE TO BE ANTICIPATED. THE CONTRACTOR SHALL REMAIN ALERT FOR AND PROMPTLY REPORT ANY AND ALL SUBSTANTIAL DISCREPANCIES (SUFFICIENT TO CAUSE A CHANGE IN THE PLANS AND/OR AN INCREASE IN COST(S) TO THE OWNER AND TO THE ENGINEER OF RECORD, AND SHALL NOT PROCEED WITH AN AFFECTED WORK AREA UNTIL DIRECTED TO DO SO BY AN APPROPRIATE OWNER REPRESENTATIVE. I 0. QUANTITY CALCULATIONS ARE BASED UPON AERIAL TOPOGRAPHY AND ESTIMATED SOILS INFORMATION, AND SHOULD BE CONSIDERED ONLY A ROUGH APPROXIMATION OF ACTUAL QUANTITIES. 11. CONTRACTOR ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR THE PROTECTION AND PRESERVATION OF ALL SURVEY MONUMENTS, AND SHALL HAVE ANY DISTURBED OR COVERED MONUMENT RESET BY A QUALIFIED REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR AT THE DIRECTION OF THE GOVERNING AGENCY. 12. DEMOLITION OF ALL LABELED ITEMS WILL INVOLVE REMOVAL OF ALL SUB SURFACE FOOTINGS AND SUBSTRUCTURES (IF APPLICABLE). 13. THE CONTRACTOR TO POTHOLE AND VERIFY THE LOCATION AND ELEVATIONS OF ALL EXISTING UTILITIES AND UTILITY CROSSINGS PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL CONTACT CIVIL ENGINEER IN THE EVENT OF ANY CONFLICTS PRIOR TO CONSTRUCTION. 14. THE CONTRACTOR MUST NOTIFY UNDERGROUND ALERT AT 1-800-227-2600 A MINIMUM OF TWO FULL WORKING DAYS PRIOR TO START OF DEMOLITION, GRADING OR CONSTRUCTION OF ANY KIND. THE USA TICKET NUMBER MUST BE AVAILABLE AT THE CONSTRUCTION SITE PRIOR TO START OF ANY WORK SHOWN ON THIS SET OF PLANS. I. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. 2. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON-SITE BETWEEN OCTOBER 15 AND MAY 15. 3. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF THE WORKING DAY, WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. 4. TEMPORARY DESILITING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT. I. A PRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADER, CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY BUILDING INSPECTOR OR THEIR REPRESENTATIVE. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. 2. A PRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF THE SUB-GRADE PREPARATION FOR THE PAVING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, PAVING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, CITY BUILDING INSPECTOR OR THEIR REPRESENTATIVE. REQUIRED FIELD INSPECTORS WILL BE OUTLINED AT THE MEETING. I. A PRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADER, CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY BUILDING INSPECTOR OR THEIR REPRESENTATIVE. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. 2. A PRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF THE SUB-GRADE PREPARATION FOR THE PAVING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, PAVING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, CITY BUILDING INSPECTOR OR THEIR REPRESENTATIVE. REQUIRED FIELD INSPECTORS WILL BE OUTLINED AT THE MEETING. I. AN AS-BUILT GRADING PLAN SHALL BE PREPARED BY THE CIVIL ENGINEER INCLUDING ORIGINAL GROUND SURFACE ELEVATIONS, AS GRADED GROUND SURFACE ELEVATIONS, LOT DRAINAGE PATTERNS AND LOCATIONS, AND ELEVATIONS OF ALL SURFACE AND SUBSURFACE DRAINAGE FACILITIES. HE/SHE SHALL PROVIDE WRITTEN APPROVAL THAT THE WORK WAS DONE IN ACCORDANCE WITH THE FINAL APPROVED GRADING PLAN AND STATE THE NUMBER OF YARDS OF CUT AND/OR FILL MOVED DURING THE OPERATION. 2. A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINEER, INCLUDING LOCATIONS AND ELEVATION OF FIELD DENSITY TESTS. SUMMARIES OF FIELD AND LABORATORY RESULTS AND OTHER SUBSTANTIATED DATA AND COMMENTS OR ANY CHANGES MADE DURING GRADING AND THEIR EFFECTS ON THE RECOMMENDATIONS MADE IN THE SOILS ENGINEERING INVESTIGATION REPORT. HE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AND COMPLETION OF WORK IN ACCORDANCE WITH THE JOB SPECIFICATIONS. 3. A GEOLOGIC GRADING REPORT PREPARED BY THE ENGINEERING GEOLOGIST, INCLUDING FINAL DESCRIPTION OF THE GEOLOGY OF THE SITE, INCLUDING ANY NEW INFORMATION DISCLOSED DURING THE GRADING AND THE EFFECTS OF SAME ON RECOMMENDATIONS INCORPORATED IN THE APPROVED GRADING PLAN. HE/SHE SHALL PROVIDE WRITTEN APPROVAL AS THE ADEQUACY OF THE SITE FOR THE INTENDED USE AS AFFECTED BY GEOLOGIC FACTORS. AC BCR BLDG BW CF CL co DWY ELEC ECR EX OR EXIST FF FG FH FL FS GB GFF HP INV LP MAX 0/X PA PL POC PROP R/W RCP RET s SD ASPHALT CONCRETE BEGIN CURB RETURN BUILDING BACK OF WALK CURB FACE CENTERLINE CLEAN OUT DRIVEWAY ELECTRIC END CURB RETURN EXISTING FINISHED FLOOR FINISHED GRADE Fl RE HYO RANT FLOW LINE FINISH SURFACE GRADE BREAK GARAGE FINISHED FLOOR HIGH POINT INVERT LOW POINT MAXIMUM OVER-EXCAVATION PLANTER AREA PROPERTY LINE POINT ON CURVE PROPOSED RIGHT OF WAY REINFORCED CONCRETE PIPE RETAINING SLOPE STORM DRAIN ------- R -·-··-·-.. ss w --(SD)-- --(ss)-- - -(W)-- - -SW - - - -c-- --c-- --,-- 164.7TG/ • i "-" : I RIGHT OF WAY RIDGE LINE FLOWLINE PROPOSED STORM DRAIN PROPOSED SEWER PROPOSED WATER EXISTING STORM DRAIN EXISTING SEWER EXISTING WATER EXISTING SALT WATER EXISTING GAS EXISTING ELECTRIC EXISTING TELEPHONE/VERIZON PROPOSED DRAINAGE INLET DOWNSPOUT BUILDING AREA IMPERVIOUS SURFACE .. CONDUIT SDMH STORM DRAIN MANHOLE SUBGRADE I . · w w · . ·1 LANDSCAPE/PERVIOUS SURFACE w SG SHT SMH ss STA STD SW S/W TC TEL TC TG TS TSB TSO TSW TP TR TVC TW TYP VERT w SHEET SEWER MANHOLE SEWER STATION STANDARD STEM WALL SIDEWALK TOP OF CURB TELEPHONE TOP OF CURB TOP OF GRATE TOP OF SLAB TOP OF SPLITTER BOX TOP OF SLOT DRAIN TOP OF SHORING WALL TOP OF UNIT PAVER TOP OF RAIL TOP OF VERTICAL CUT TOP OF WALL TYPICAL VERTICAL WATER Pro,nontory POlnl ft Ao•m11~n1 Hame• T ._, 11 n / Ii". .,,.I" R('Sto•ranl y Hart.orl<lood, / .. ,._., N.,.,,,.,n -"''"" __ .. ,.,..,..., JEFFREY GARRETT GARRETT DEVELOPMENT CORP 6900 E. CAMELBACH RD , #607 SCOTTSDALE, ZA, 85251 PHONE: ( 480) 970-4002 GEORGE MEKHAIEL, PE, PLS CIVIL ENGINEOLOGY CORP. 305 VIRGO COURT THOUSAND OAKS, CA 91360 PHONE: (562) 291-8679 RICHARD KRANTZ, AIA TtieWooge(> NTS RICHARD KRTAZ ARCHITECTURE, INC. 1500 QUAL STREET, STE 520 NEWPORT BEACH, CA 92660 PHONE: (949) 752-6345 DAVID WORTHINGTON EGA CONSULTANTS, INC. 375-C MONTE VISTA AVE. COSTA MESA, CA 92627 PHONE: (949) 642-9309 1712 E. OCEAN BLVD. NEWPORT BEACH, CA 92661 LOT 3, BLOCK C, OF TRACT NO. 518, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MISCELLANEOUS MAPS RECORDED IN BOOK 17 PAGE 35, OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. I HAVE REVIEWED AND VERIFIED THAT DESIGN SHOWN ON THIS PLAN IS, IN GENERAL, CONSISTENT WITH THE GEOTECHNICAL REPORT RECOMMENDATIONS, INCLUDED IN "GEOTECHNICAL INVESTIGATION FOR PROPOSED SINGLE FAMILY DWELLING LOCATED AT 1712 E. OCEAN BOULEVARD NEWPORT BEAHC, CALIFORNIA" BY EGA CONSULTANTS INC. ON 7/14/2021 DAVID WORTHINGTON, CEG 2124 DATE SHEET INDEX NOTE: CONTRACTOR SHALL, USE THE CITY STANDARD FORM 'JO-DAY NOTICE OF INTENT TO EXCAVATE' TO, NOTIFY ADJACENT PROPERTY OWNERS BY CERTIFIED MAIL 30 DAYS PRIOR TO STARTING EXCAVATION OR SHORING. CllY STANDARD FORM CAN BE OBTAINED AT: HTTP:/ /WWW.NEWPORTBEACHCA.GOV /HOME/SHOWDOCUMENT?ID= 17395. PROOF OF CERTIFIED DELIVERY IS REQUIRED AT THE TIME OF PERMIT ISSUANCE." NOTE: SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE STARTING GRADING TITLE SHEET SOILS RECOMMENDATIONS PRECISE GRADING AND DRAINAGE PLAN EROSION CONTROL PLAN 1 2 3 4 N ' m w 7 0 1------------------------------------------------...!;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~---------------------1 ~ -~---~----------'-'R"'EV-'-'l-"S-'"IO'-'-N-'"S'---------~---~----1 BENCHMARK: OWNER/DEVELOPER: PREPARED BY DRAWN: C.OLOGY CORP. & DIG ALERT NO. DATE DESCRIPTION APPROVED DATE ORANGE COUNTY PUBLIC WORKS BM: NB1-4-71 ~,,.onss,ol\l" DESIGN: C.OLOGY CORP.~ C ·: I ~ .. @t '<,<:::, C', '<. M ( k ft ( :;-, ~, ..,_ '" l--+-----l---------------------------+-----+-----1 DESCRIBED BY OCS 2002 -FOUND 3 3\4" OCS ALUMINUM BENCHMARK DIAL TOLL FRE~E~ 1J:, '<h, DISK STAMPED .. NBl-4-71°·, SET IN THE TOP OF A 4 IN. BY 4 IN. 1-800-227-2600 CONCRETE POST. MONUMENT IS LOCATED IN THE SOUTHEAST CORNER OF THE INTERSECTION OF F STREET AND BALBOA BOULEVARD, 81 FT. AT LEAST TWO DAY l--+-------t---------------------------+-----+-----1 BEFORE YOU DIG 111 SOUTHEASTERLY OF THE CENTERLINE OF F STREET AND 27.J FT. l--+-----l---------------------------+-----+-----1 NORTHEASTERLY OF THE CENTERLINE OF BALBOA BOULEVARD. MONUMENT l--+-------t---------------------------+-----+-----11S SET LEVEL WITH THE SIDEWALK. MAGIS TLCS, LLC TOM AND LISA VAN DORPE 1712 E. OCEANFRONT NEWPORT BEACH, CA 92661 t~ LXiN _ ''"o '\-=, 0 @~ t""a·a• 4 ,~"•l r--------------;..E!~~:!!':EE!CK~.ED~=~:~M~S-H-OW_N--15 w No. 85669 01 1----------1 ,S " ' JOB NO.: 2021403 a ~ ~ 1-----==--'--'---I w~ µ ~ >-DA_IT_: ___ 11~/_1_5~/_2_1~~ 305 Virgo Court \ orv1, R Q I.L~1· n s-,,."I c1v11.. ~"'",.,. [/] UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Thousand Oaks, CA 91360 , .J(1,f I' ',4!.IU Y 11/15/21 l't: or c1>.1,1'<O ~ ELEVATION ~ 7.828 (NAVO 88) 2015 562-291-8679 N ime Date SHEET OF ~ _______________________________________________________ _.._ _________________________ _.._ ____________________________________ ..,__l+-____________________________________________________ u ' 2 SOILS RECOMMENDATIONS 4 PRECISE GRADING PLAN 1712 E. OCEANFRONTNEWPORT BEACH, CA 92661COUNTY OF ORANGE PA2021-274 a. Remedial Grading via Soil Cement in Upper 3 feet -See Page 11, below b. Mat Slab Foundation -see Page 12, below The soil densification via soil cement and the mat slab foundation specifications outlined below will act to decrease the potential settlement due to liquefaction and/or seismically induced lateral deformation to tolerable amounts. The above specifications eliminate the use of piles and associated construction vib rations and groundwater displacement induced by caisson drilling or pile-driving. If the above specifications are incorporated, the proposed structure shall be stable and adequate for the intended uses and the proposed construction wi ll not adversely. impact the subject or adjacent properties. Remedial grading via soil densIfIcat1on reduces the calculated seismic settlement. Other Geologic Hazards Other geologic hazards such as land sliding, or expansive soils, are not factors at the subject site. There is not sufficient lopography for soil creep or slope movement. Where feasible, the limits of the pad fill shall be defined by a 3 foot envelope encompassing the bui lding footprint, where feasible. Care should be taken to protect the adjacent property improvements. A minimum one foot thick fill blanket should be placed throughout the exterior improvements (approaches, parking and planter areas). The fill blanket will be achieved by re-working (scarifying) the upper 12 inches of the existing grade. Remedial Grading -Soil Cement Due to in situ dry, granular sands, we recommend three (3) pallets (40 bags dry mix, each weighing 94 pounds and approximately 1.33 cubic yards) of Portland cement be blended into the newly-placed fill. The first application of the Portland Cement shall be placed on the bottom of the scarified over- excavation(s). This option may be eliminated or reduced if suitable import fills a re trucked-in. Site Preparation under the observation and testing of the geotechnical consultant. We recommend that fill soils be placed at moisture contents at least 2 percent over optimum (based on ASTM: D 1557). We recommend that oversize materials (materials over 4 inches) should they be encountered, be stockpiled and removed from the site. Trench Backfill The on-site soils may be used as trench backfill provided they are screened of rock sizes over 4 inches in dimension and organic matter. Trench backfill should be compacted in uniform lifts (not exceeding 6 inches in compacted thickness) by mechanical means to at least 90 percent relative compaction (ASTM D 1557). Geotechnical Design Parameters The following Geotechnical parameters may used in the design of the proposed structure (also, see "Liquefaction Analysis" section, above): CONCLUSIONS Prior to earthwork or construction operations, the site should be cleared of surface structures and subsurface obstructions and stripped of any vegetation Mat Foundation Design Based on our geotechnical study of the site, our review of available reports and literature and our experience, it is our opinion that the proposed improvements at the site are feasible from a geotechnical standpoint. There appear to be no significant geotechnic.al constraints on-site that cannot be mitigated by proper planning , design , and ut1hzat1on of sound construction practices. The engineering properties of the soil and native materials, and the surface drainage offer favorable conditions for site re- development. in the areas proposed for development. Removed vegetation and debris should then be disposed of off-site. A minimum of 2½ feet of the soils below existing grade will require removal and recompaction in the areas to receive building pad fill. Following removal and scarification of 6 inches, the excavated surface should be inspected l:Jy the soils engineer or his designated representative prior to the placement of any fill in footing trenches. Holes or pockets of undocumented fill resulting from removal of buried obstructions discovered during this inspection should be filled with suitable compacted fill. Due to cohesion less sands during construction , a mat slab foundation system is recommended. Mat slabs founded in compacted fill or competent native materials may be designed for an allowable bearing value of 900 psi (for dead- plus-live load). The actual design of the foundation and slabs should be completed by the structural engineer. MIN. DESIGN ITEM Mat foundations: RECOMME NDATIONS RECOMMENDATIONS Fills allowable bearing pressure: passive lateral resistence: mat slab th ickness: 900 psf 250 psi per foot The following sections discuss the principle geotechnical concerns which should be considered for proper site re-development. The on-site soils are suitable for reuse as compacted fill, provided they are free of organic materials, debris, and materials larger than four (4) inches in diameter. After removal of any loose, compressible soils, all areas to receive fill and/or other surface improvements should be scarified to a minimum depth of 12 inches, brought to at least 2 percent over optimum moisture conditions and compacted to at least 90 percent relative compaction (based on ASTM: D 1557). If necessary, import soils for near-surface fills shou ld be predominately granular, possess a very low expansion potential, and be approved by the geotechnical engineer. steel reinforcement: coefficient of friction: Modulus of Subgrade Reactio n: min . 12 inches with thickened edges(+ 6 inches) no. 5 bars@ 12" o.c. each way, top and bottom 0.30 k, = 90 lbs/in' Earthwork The mat slab shall be directly underlain by a min. 2-inch thick layer of washed sand, underlain by min. 15-mil Stego wrap (or equiv., lapped and sealed), underlain by 4 inches of gravel (¾-inch crushed rock), underlain by competent native materials (see "Capillary Break Section above). Grading and earthwork should be performed in accordance with the following rec.ommendations. It is our understanding that the majority of grading will be l1m1ted to the re-grading of the building pad for the proposed construction. In general , it is anticipated that the removal of the upper 2½ feet (plus 6 inches of scarification) within the building footprint (slab-on-grade portion) will require removal and recompaction to prepare the site for construction . The removals should be accomplished so that al l fi ll and backfil l existing as part of the previous site use and demolition operations are removed. Lift thicknesses will be dependent on the size and type of equipment used. In general, fill should be placed in uniform lifts not exceeding 6 inches. Placement and compaction of fill should be in accordance with local grading ordinances For mat slabs, we do not recommend expansion or felt joints be used. Reinforcemen.t requirements may be increased if recommended by the project structural engineer. In no case should they be decreased from the previous recommendations. 17 12 E. Occanfro,11. No:wport A..:ach, CA Soils Rq>un • PropoSt!d R<:side11ti11I Development PrnJ1.:1:l No RKJ24, I Jul)" 14. 201 1 10 Capillary Break Below Interior Slabs 1712 E. O,.:-anfro111. Ncwp(!r1 B~a.:h. CA Soils l{eport -l'rnpos,:d Residential Dcvclopmrnl rmJC'C'I Nu, HK324.I July 14. 202 1 In accordance with the 2019 Ca lifornia Green Building Standards Code Section 4.505.2.1, we provide the following building specification for the subject site (living area and garages slabs): Concrete bui lding slabs shall be directly underlain by a min. 2 inches of clean/washed sand, underlain by a min.1 5 mil-thick moisture barrier (e .g. "Stego Wrap"), with all laps sealed, underlain by 4 inches of ¾-inch gravel. We do not advise placing sand directly on the gravel layer as this would reverse the effects of vapor migration (due to siltation of fines). The above specification meets or exceeds the Section 4.505.2.1 requirement. Cement Type for Concrete in Contact with On-Site Earth Materials Concrete mix design should be based on sulfate testing with Section 1904.2 of the 2019 CBC (i n the event of soil import, soils shall be tested a specified accordingly). Preliminary laboratory testing indicates the site soils possess negligible sulfate exposure. ACI 31 B BUILDING CODE -Table 19 .3.1.1 REQUIREMENTS FOR CONCRETE EXPOSED TD SULFATE-CONTAINING SOLUTIONS Sulfate Water soluble Exposure sulfate (SO.) in soil percent by weight Negligible 0.00 ,; SO,< 0.10 Is0I Moderate 0.l0<SO,<0.20 Is1I Severe 0,20 ~so.< 2.00 [S2] Very Severe so.> 2.00 [S3J Sulfale (SO,) in water, ppm Os SO,<150 150 <so,< 1500 1500 <SO,< 10,000 so.> 10,000 Cement Type 11,IP{MS). IS{MS).P{MS) l{PM)IMS), l(SM}{MS) V Vplus pozzalan Maximum wciter~ cernentitious material ratio, by weight, normal weight concrete a.so 0 45 0,45 Minimum fc', normal-weight and light weight c:oncret,e, psi 4000 4500 4500 As a conservative approach, and due to the marine environment, we recommend cement with a minimum strength f'c of 3,000 psi be used for concrete in contact with on-site earth materials. Settlement Utilizing the design recommendations presented herein, we anticipate that the majority of any post-grading settlement will occur during construction activities. 1712 I:. Oceanfront. N.:wpon l:3cach. CA Soils Rql(irl • Proposed Rcsid1.'ntial Dcvclopmcr11 l)roJ.:c.t No RJ.:.324 .1 Julyl4.2021 13 11 1712 F.. Oc~~nfronc. N~wport Beach.CJ\ Soils Report-Proposed RCc<iid.:-ntial D,;;.Hlupm1:-11t Projec t No RK324 I July 14. 202 1 We estimate that the total settlement for the proposed structure will be on the order of 1 inch. Differential settlement is not expected to exceed ½ inch over 20 feet. These settlement values are expected to be within tolerable limits for properly designed and constructed foundations. Lateral Load Resistance Footings founded in fill materials may be designed for a passive lateral bearing pressure of 250 pounds per square foot per foot of depth. A coefficient of friction against sliding between concrete and soil of 0.30 may be assumed. Exterior Slabs-on-grade {Hardscape) Concrete slabs cas t against properly compacted fill materials shall be a minimum of 4 inches thick (actual) and reinforced with No. 3 rebar at 18 inches on center in both directions. The reinforcement shall be supported on chairs to insure positioning of the reinforcement at mid-center in the slab. Control joints should be provided at a maximum spacing of 8 feet on center in two directions for slabs and at 6 feet on center for sidewalks. Control joints are intended to direct cracking. Expansion or felt joints should be used at the interface of exterior slabs on grade and any fixed stru ctures to permit relative movement. Some slab cracking due to shrinkage should be anticipated. The potential for the slab cracking may be reduced by careful control of water/cement ratios The contractor should take appropriate curing precautions during the pouring of concrete in hot weather to minimize cracking of slabs. Surface Drainage Surface drainage shall be controlled at all times. Positive surface drainage should be provided to direct surface water away from structures and toward the street or suitable drainage facilities. Ponding of water should be avoided adjacent. to the structures. Roof gutter discharge should be directed away from the .building areas through solid PVC pipes to suitable discharge points. Area drams should be provided for planter areas and drainage shall be directed away from the top of slopes. Review of Plans The. specificaUons and parameters outlined in th is report shall be considered mIrnm~m requirements and incorporated into the Grading, and Foundation Plans 1f applicable. This office should review the Plans when available. If approved, the geotechnical consultant shall sign/stamp the applicable Plans 1712 l:". Occ.unfronl" Nci•'pOrl Dcm:h, C'A Sc11ls Rcpon -Proposed J{cs1dcntial Dcvclopmeni Proj,:ct No RKJ24 I July 14. 2021 14 12 '" I ITT I \;; 0 ~ ~ z i:S 0 0 ~ N 0 N t 3 ~ r----G--------,:::::::::::::::::::::::::::::Cc.c.R;"cEJv}1sJ1-"-o'~Nj"'~s'_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_ ... _-_-_-_-_-_-_-_-_-_-_-__.~s~E~N~c~H~M~A':":R~K~:---------------"T--o"""w"""N .. E~R ... /~D ... EV""'"""E'"'L"""o"""p"""ER~:-----T""--P-R-EP-AR_E_D_B_Y= ______________ ...., ____ T"'" _______ __,~---------------,-D-R,,t;-WN-, -c-.o-Lo_G_Y_c_o_R-IP.? DI ALERT I-NO_. l---'D"-A-'-T-=E--+------------=D:..:E:::S:..:C:.:.Rc:;IP_T:..:.IO::.N:..:._ __________ -1-A.::.P.:.P.:.R.:.:O:..:V-=E=D-+.::D::..A:..:.T:::cE-1 ORANGE COUNlY PUBLIC WORKS BM: NB1-4-71 ~ ,~o•ES•,o~. DESIGN: C.OLOGY CORP. ~ C•v:!l r (,,,~ G~ Mfk,s, < .,,,..- DESCRIBED BY OCS 2002 -FOUND 3 3\4" OCS ALUMINUM BENCHMARK I. • \ 1 .,., 0 " •, "'1-t-------------------1-~~~'--~~---I ~ DIAL TOLL FREE~r-0--1-----1----------------------------'-----'------' DISK STAMPED "NB1-4-71", SET IN THE TOP OF A 4 IN. BY 4 IN. MAGIS TLCS, LLC f v ' .~ ®~ ; "" ':-; 5 1-800-227-2800 CONCRETE POST. MONUMENT IS LOCATED IN THE SOUTHEAST CORNER TOM AND LISA VAN DORPE ~ 0] 0 ~ ••· 85669 ~ 0 AT LEAST TWO DAY DF THE INTERSECTION OF F STREET AND BALBOA BOULEVARD, 81 FT. 1712 E. OCEANFRONT c, ~ ~ ~ ~C: BEFORE YOU DIG SOUTHEASTERLY OF THE CENTERLINE OF F STREET AND 27.3 FT. NEWPORT BEACH, CA 92661 __J r bl ~ 1--+-----,f-----------------------------1-------1----I NORTHEASTERLY OF THE CENTERLINE OF BALBOA BOULEVARD. MONUMENT J ~ j f ~ l--+-----+------------------------------4------1----IIS SET LEVEL WITH THE SIDEWALK. 305 Virgo Court .~ ON1(n v ~1.L-j~ ~,. c,v,c~~ r;; Thousand Oaks, CA 91360 -WI",{ ,\(,f\U 11/15/21 >co, c>•'' Ei CHECKED: GM SCALE: />S SHOWN JOB NO.: 2021403 DATE: 11/15/21 ELEVATION= 7.B28 (NAVO 88) 2015 562-291-8679 N1 r,ie Date SHEET OF <g ______________ ..., ________________________________________ .._ ____ ..., ___ .._ _______ ...; ___ ..;.. ________________ _. __________________ ..,1, _____________________ 4 __ ,1+------------..J------------.L---------------------..I.---------...J ~ UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 3 PRECISE GRADINGAND DRAINAGE PLAN TYPICAL FRENCH DRAIN NOTES: DOWNSPOUT CONNECTION DETAIL FINISHED SURFACE FINISHED FLOOR FINISHED GRADE FINISHED FLOOR*** *** FINISHED SURFACE FINISHED FLOOR FINISHED GRADE FINISHED FLOOR **** *** *** STEMWALL AND EXTERIOR GRADE DETAIL 12"x12" OR 6"x6" AREA DRAIN DETAIL TEMPORARY SHORING DETAIL 4 PRECISE GRADING PLAN 1712 E. OCEANFRONTNEWPORT BEACH, CA 92661COUNTY OF ORANGE DEEPENED FOOTING PA2021-274 1% MIN I 12" OR 6" I 2% MIN SHEET FLOW SWALE c--------------, AWAY FROM BLDG. ~111 = I 1=111=111-111-,' F~1-111---=1 I= = = : ,111 1 Ii' 11 1 Ii' 11 1 Ii' 11 1 Ii' 11 1 Ii' 11 1 Ii' 11 1 I j~ Nos 4~_' 11. 1 i' 11 1 Ii' 11 1 Ii' 11 1 Ii' 11 1 Ii' 11 1Ii'11 11 ,1 I ,lll11i'll11i'll11i'll11i'll11111111i'llf :_ 'I )llllllll11i'll11i'llll'l 1' I J 111 I,. ' -... ~--UNIVERSAL OUTLET NOS 1243 4" PIPE USE NOS OR APPROVED SIMILAR. ' 0:: OC) w PIPE SIZE PER PLAN = 12" X 12"/ 6" X 6" ATRIUM GRATE 12"" X 12"/ 6" X 6'" GRATE NOS NOS NOTE: USE NOS 12" X 12"/ 6" X 6" AREA DRAIN OR APPROVED SIMILAR USE BLACK ATRIUM GRATE IN SHRUB AND GROUND COVER AREAS AND USE BLACK FLAT GRATE IN GRASS AREAS NOT TO SCALE BLDG. FACE 1. ALL FITTINGS BY: NATIONAL DIVERSIFIED SALES, INC. (OR EQUAL) 2550 AZURITE CIRCLE NEWBURY PARK, CA. 91320 2. REFER TO FINISH GRADING NOTES FF PER PLAN ED H---DOWNSPOUT PER ARCH'S PLAN DOWNSPOUT EXTENSION ATTACHED WITH ( 1) SCREW EACH SIDE ~-FINISH GRADE o._ 3. DO NOT GLUE GRATE OR RISER TO PIPE (/) w 0:: ~---4" PVC SCH 40 RISER (LENGTH VARIES) ~--4" PVC SCH 40 DRAIN PIPE 4. GLUE "i.P.S. WELD ON" #773 SOLVENT (MEDIUM BODIED, FAST SET) FOR ABS PIPE THRU 6"0 NOT TO SCALE ~ ~-4" PVC 45" ELL-TYP. (2) PLACES OR USE ( 1) 90" SWEEP ELL 4" PVC SCH 40 DRAIN PIPE (TYP.) EB * VERTICAL DISTANCE PER 2016 CRC SECTION R317.1 MAY BE REDUCED PROVIDED THAT WOOD FRAMING MEMBERS, INCLUDING WOOD SHEATHING, THAT REST ON EXTERIOR FOUNDATION WALLS ARE MADE OF NATURAL DURABLE OR PRESERVATIVE-TREATED WOOD IN ACCORDANCE WITH CODE. CONTRACTOR SHALL NOTIFY CIVIL ENGINEOLOGY CORPORATION IF THERE ARE ANY CONFLICTS ** CONSTRUCT STEM WALL AS NECESSARY TO PROVIDE MINIMUM SEPARATION DISTANCE BETWEEN WOOD SHEATHING AND SURFACE PER 2016 CRC SECTION R317 FOUNDATIONS WITH STEM WALLS SHALL HAVE ONE NO. 4 BAR WITHIN 12 INCHES FROM TOP OF WALL AND ONE NO. 4 BAR LOCATED 3 TO 4 INCHES FROM BOTTOM OF FOOTING (MINIMUM) PER 2016 CRC SECTION R403 REFER TO STRUCTURAL DRAWINGS FOR DETAILS. *** MINIMUM GRADE AWAY FROM FOUNDATION SHALL BE PER 2016 CRC SECTION R401 CONTRACTOR SHALL NOTIFY CIVIL ENGINEOLOGY IF THERE ARE ANY CONFLICTS. b / . . / /j / / 3 ,fi57TG ;_P21NV /1 1-.9 6 GL=11.88 ~ 12.04TS 12.00BS (1) t RISER J JS 14.00TS 13.67BS ' (4) ~" RISERS 13.6 FS ( 1) 4"RISER 13.57TG 11.771NV 3 14.00TS 13.67BS (1) 4"R1IS R I P~OP. SING ,·f ',--~.blM IL.'t".-1=10-U.6 E -'------'----'-----'--+'-' F 1 410F TS= 13.]83 14.00TS 13.67BS (1) 4"RISER ... PAD=1.2.83 12.04TS 12.00BS (1) r RISER 6 2 ~71 fll 41 fll l!.'i=-:E::::: '15· 11.93TG 1 r-+4IN I I I I !. I iii 1" I ~ ~-{JI~ I ~ 13.66Ts o---;., , .,5.2° I 12.02BS 13.66 IAr+-fr--•.15-J5 (4)4t"RISERS FS n.2 I I I 13.62 I FS ~ 16 _57 IFS 13.66 FS L=40.03' ~ 9'! .5f ~=000°16'01" 15-1°· SD R=8590.00' 13.62 FS 6 . b 13.58 SD . ... I I I I 13.57 b 3 PRECISE GRADING NOTES: CD ® G) © ® ® CONSTRUCT 1/2-INCH LIP BETWEEN GARAGE FLOOR AND FINISHED SURFACE CONSTRUCT RETAINING WALL PER STRUCTURAL PLANS. CONSTRUCT 6" GRATE INLET PER DETAIL 1 HEREON INSTALL 4" DIA SDR 35 PVC PIPE INSTALL 6" NDS POP-UP EMITTER (BUBBLER) TO OVERFLOW FRENCH DRAIN CONSTRUCT DOWNSPOUT CONNECTION PER DETAIL 2 HEREON (j) CONSTRUCT FOUNDATION PER STRUCTURAL FOUNDATION PLANS AND IN ACCORDANCE WITH DETAIL 3 HEREON FOR STEM WALLS AND DETAIL 4 HEREON FOR DEEPENED FOOTINGS ® CONSTRUCT FRENCH DRAIN PER DETAIL 5 HEREON, L=12' (MIN) ® @) CONSTRUCT HARDSCAPE AND LANDSCAPE IMPROVEMENTS PER SEPARATE PLAN AND PERMIT EXISTING SEWER CLEAN OUT AND LATERAL TO BE REUSED. @ EXISTING WATER METER TO BE REUSED FF @ INSTALL TEMPORARY SHORING ALONG SOUTHERLY SITE BOUNDARY PER DETAIL 6 HEREON ' ~-.... : NORMAL FOOTING EMBEDMENT NOT TO SCALE EXPOSED DEEPENED FOOTING SEE PLAN FOR EXTRA DEPTH G) GL=B.70 TDIPORARY 1-1/B" THICK PLYWOOD {NO JOINTS) SHORING STAKED 7V J-FT {I.IAX) RETAINING HEIGHT AND BRACED MT/I -'---- DR/~ I.IETAL POSTS {2",) SET AT 2-FT f-12'-j PERFORATED DRAIN/TRENCH DETAIL Figure A NOT TO SCALE CALCULATIONS: IMPERVIOUS AREA = 3,187 SF 5 3 REQUIREMENT: ONE 15' TRENCH DRAIN FOR EVERY 2000 SF IMPERVIOUS SURFACE THEREFORE, PROVIDE TWO FRENCH DRAINS AT 12' (EACH). SITE DRAINAGE IS EQUALLY DIVIDED THROUGH THE MIDDLE OF THE SITE. ASSUMPTION: ENTIRE SITE IS IMPERVIOUS NOTES: ON CENTER Al.ONG THE MDT/I OF OV£//£XCA VA ll0/1 NOT TO SCALE 1. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY. 2. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS 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/OR CLEANOUT WITH BOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODE 14.24.020 AND 14.08.030). SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE PUBLIC RIGHT OF WAY AT ALL TIMES DURING THE CONSTRUCTION PROJECT. A STOP WORK NOTICE MAY BE ISSUED FOR ANY DAMAGE OR UNMAINTAINED PORTION OF THE PUBLIC RIGHT OF WAY. 3. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6. 4. 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. 5. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR . 6. CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND/OR UNDERPINNING 7. CONTINUOUS SPECIAL INSPECTION, PER SECTION 1705.6 SHALL BE PERFORMED BY THE GEOTECHNICAL ENGINEER DURING SHORING AND EXCAVATION OPERATIONS AND DURING REMOVAL OF SHORING. 8. SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE STARTING GRADING. R/W , / / ALLEY 36" {I.IAX) 5' 2X R£TAlfl£I) HEIGHT ffi o· 2.5' " ~ 0 " ~ >-= u ~ 0 a: -"' ;;; ITT N n 0 - N I ITT I - ~ C, " 0 C, ~ n 0 C, ~ I n 0 tj- N 0 N / ~ C, ~ / C, "' 0 <C oc C, / ITT z :'I ~ / I u <C w rn ~ oc 0 ~ 3' w z ,--' z 0 oc ~ z i:S u 0 w N ~ 5' n 0 tj-E. OCEANFRONT ~ 8.) SCALE: 1" = 5' I 1------------------------------~~~~~-.;;:::::; ______________ ~ .......... --...... ___________________ "T _____ ---:----------..... ------T"------------------------------r----------,------------------""i-:::-=:-:--::-::::-::-:::--~=1.J NOT TO SCALE ,__ ______________ R_EV_I_S_I0_N_S ________ ~--~---, BENCHMARK: OWN ER/DEVELOPER: PREPARED BY: f-o=-'-R.-;-'-'WN"-'-"-: ....cc.:..:.o-=-Lo=-=G"-Y--'c_o_RP--1. ~ DIG ALERT NO. DATE DESCRIPTION APPROVED DATE ORANGE COUNTY PUBLIC WORKS BM: NB1-4-71 f-DES_IG_N_: _C_.O_L_O_G_Y_C_O_R_P-1. §, 1--t-----+---------------------------t------t------t DESCRIBED BY OCS 2002 -FOUND 3 3\4" OCS ALUMINUM BENCHMARK f(;y::f r------------------i-~CH~E~C~K~ED~:'----~G~M~----1 f! DIAL TOLL FREE 1-800-227-2800 AT LEAST TWO DAY BEFORE YOU DIG MAGIS TLCS, LLC V IN @~ ~ o--+------+--------------------------+----+-----t DISK STAMPED "NB1-4-71", SET IN THE TOP OF A 4 IN. BY 4 IN. TOM AND LISA VAN DORPE ~-0 SCALE: f>S SHOWN ~~ CONCRETE POST. MONUMENT IS LOCATED IN THE SOUTHEAST CORNER 1712 E. OCEANFRONT ~ o--+------+--------------------------+----+-----t OF THE INTERSECTION OF F STREET AND BALBOA BOULEVARD, 81 FT. JOB NO.: 2021403 o--+------+---------------------------,..----+-----t SOUTHEASTERLY OF THE CENTERLINE OF F STREET AND 27.3 FT. NEWPORT BEACH, CA 92661 f------=.:..::...-'----1 is 1--t-----+---------------------------t------t------t NORTHEASTERLY OF THE CENTERLINE OF BALBOA BOULEVARD. MONUMENT DATE: 11/15/21 ~ 1---+-----+--------------------------t------t-----t IS SET LEVEL WITH THE SIDEWALK. 305 Virgo Court / / f-----'-'-'--C...:..:..--1 fw Thousand Oaks, CA 91360 11 15 21 ITT UNDERGROUND SERVICE ALERT SHEET OF ~ L_o:;F..:.SO:;U:.;™.:.::;ER:N:..C:;A:L::IF.:O:R:.::Nl;.;A ___ L.....J ____ J.... ________________________ ..1.. ____ L.. __ L;;EL;;;;EV..;A..;J..;IO..;N;_=_..;7·.;.8;;.28;..;.(N..;A..;V.;.D_B;;.8;.:,l..;2;;.0..;1.;.5 ____________ .L _______________ .L.. ______ s_6_2_-_2_9_1-_s_6_7_9 ______ ...i+_-& _______ o_a_t_e_.._ _________ _., __________________ ..... ________ ;S X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX4 EROSION CONTROL PLAN LEGEND & SYMBOLS 1 A SECTION A-AA GRAVEL BAG DETAILS GRAVEL BAGS: EROSION CONTROL NOTES: EROSION CONSTRUCTION NOTES: CONSTRUCTION ENTRANCESTABILIZED 2 4 PRECISE GRADING PLAN 1712 E. OCEANFRONTNEWPORT BEACH, CA 92661COUNTY OF ORANGE PA2021-274 1. GENERAL: GRAVEL BAG SHALL INCLUDE PROVIDING ALL LABOR, MATERIALS, AND EQUIPMENT TO FABRICATE AND INSTALL GRAVEL BAGS AS REQUIRED TO FACILITATE THE CONTROL OF EROSION. 2. LOCATION: GRAVEL BAGS SHALL BE PLACED PER PLAN, AND IN LOCATIONS SPECIFIED BY THE CITY, AND IN LOCATIONS DEEMED NECESSARY BY THE CONTRACTOR. 3. FABRICATION: GRAVEL BAGS SHALL BE FABRICATED USING FACTORY SEWN OR SEALED BAGS OF WOVEN POLYPROPYLENE, TREATED TO RESIST DEGRADATION BY ULTRAVIOLET LIGHT AND HAVING SUFFICIENT RESISTANCE TO TEARING TO ALLOW RELOCATION OF BAGS WITHIN SIX MONTHS OF INITIAL PLACEMENT WITH A LOSS OF NOT MORE THAN FIVE PERCENT OF THE BAGS. THE BAGS SHALL BE FILLED WITH SUBROUNDED TO ROUNDED GRAVEL LESS THAN 3/4-INCH IN DIAMETER, WITH LESS THAN FIVE PERCENT OF MATERIAL PASSING A NO. 30 SIEVE. THE FILLED BAGS SHALL HAVE THE OPEN ENDS SECURELY FASTENED PRIOR TO DELIVERY TO THE SITE. 4. INSTALLATION: GRAVEL BAGS SHALL BE INSTALLED IN A SIDE BY SIDE MANNER TO ENTRAP SILT AND MUD, AND TO DIVERT THE FLOW OF WATER. NOTWITHSTANDING THE OTHER REQUIREMENTS OF THIS SPECIFICATION, FAILURE OF THE BAGS TO PERFORM THIS FUNCTION SHALL BE REASON TO REJECT THEIR INSTALLATION. GRAVEL BAGS SHALL BE INSTALLED WITH THE WIDEST FACE AGAINST THE GROUND SURFACE OR THE UNDERLYING COURSE OF BAGS, AND PRESSED IN PLACE TO CONFORM TO THE UNDERLYING SURFACE. THE BAGS SHALL BE PLACED WITH THE TIED ENDS IN THE "UPHILL" OR "UPSTREAM" DIRECTION, BEGINNING AT THE LOWEST OR MOST DOWNSTREAM BAG, TIED ENDS WILL BE TUCKED UNDER BAG. SUBSEQUENT BAGS WITHIN ONE COURSE OF BAGS SHALL BE PLACED SO AS TO REST UPON THE TIED END OF THE PREVIOUSLY PLACED BAG, WITH NOT LESS THAN 10 PERCENT OF THE BAG IN CONTACT WITH THE PREVIOUS BAG, AND NOT MORE THAN 20 PERCENT IN CONTACT. SUBSEQUENT COURSES OF BAGS SHALL BE PLACED AS DESCRIBED PREVIOUSLY, WITH THE MID-POINT OF THE BAGS STRADDLING THE JOINTS OF BAGS IN THE UNDERLYING ROW. CONSTRUCTION OF A GRAVEL BAG BERM PERPENDICULAR TO THE DIRECTION OF FLOW SHALL INCORPORATE BAGS PLACED IN A "PYRAMID" CONFIGURATION, WITH ALL INDIVIDUAL BAGS ORIENTED PERPENDICULAR TO THE DIRECTION OF FLOW. THE BERM SHALL BE CONSTRUCTED WITH A SPECIFIED NUMBER OF ROWS AT THE BOTTOM (IN CONTACT WITH THE GBA\!i/Mffi, vW\Tcl, ~E&~sf~'t ~w~R!Nt~ 'e¥E~'E\~rR GRAVEL BAG Cfi<Wt~T1M si!fAtTR!JiMTA~Dc8~~~ ~MIBiL~. BERM SHALL BE NO STEEPER THAN 1 1 /2 FEET HORIZONTAL TO 1 VERTICAL. 3" MIN. OPENING BETWEEN BAGS TOP ROW I I I I I I I I I I I I I I I N; I I I I I I I I ' ' ' ' I I I I I I I I I I I I I ' I I I I I I I I I I I I I I ,~ I I I I 1 w ~~ II I I I I I I I I ,_ I I I I I I I I I I I I s: I ,s I I I ~ I I ., I I " .-J ~, ::I. I I I I -<G I I I -I ' ' ' ' II ' I I J• 0• -1 I T l I > .n,9J t• rn,90 t• t,. -~.92 ,, ~t,. . ",n,94 r, ,n,97 t•~ ~ .n,911 c• t,. .4 .. 1~0\ t:-. " . ,r ' ' ' I I I I I I I I I I I I I I s. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ll ' I I I I I I I I I I I I I I I -_[ I I .I. J I I I I I I I I I I I " R·(:)·if>BR'nY I \ I -I I I I I I I -t$' I I I I I I I I " \ I I I I I I I I . • I I I lrl·t-J,,, I ' I I I I I ,I J I 1-<f '-I I I I ,rt)JsJ~~~~1:;~i~~fX~ ~ I I I I I I I I I ·"' I I I\ ~= I I I I\ I I I I I t l~-1+ I I JI "7u 1 I \! ' I " I I I w • -• / • .,,...,.,. ....... ... (J.,., ... ., tJ .I. ' co'51u. ,-"T.113 ' I/ . ----t----,--:. ,-, ..... ...... ' ---, ~ ' I .. -' I I I •• I -~ r 14,21· - ' . '//~1 • • 11' 14.ZZ • I • I . I. ::,zen O~w . .... "' / I-nil >-CJ 1; o~r::i 91• . 9 , zo:: / IW • (.) D.. . '"' 0:: 0 / <( 0:: . wo.. . I en / / -' r- . ' ' / LJ ,. ,~ ~ / I b I ') I\ 0 / ·'li'~ -. ,_, !l! IX ~ u~ 1114 ·~ <( ., I 'CJ \ / :J~ .. <(~ • • ~ Tb s: \ 1 r- / ~ I tr I ii I ti ))) I / . / "' ~ / ' I PROPER1Y~ II ., ........ LIN E' ,1 . • .. , .. .... ' / ,4,1f ~1 ~ ~g / . ,.,, , ~ :;i -. ....... :;j ~ --;;: .. -~ ~~. -/ l:l ' .... 51 -. · r-IL . / •= = -~ / • ~ ~ ~ ~ • " I • / ' LI r 1 -~ . / " / D i ~ i ---'i / ~ f;: ' ' ' ' ' ' ' ' ' . . I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I J I I I I I I I I I I I I I I ·• o9 .. I I I I I I I I I I I l.n o• I I . . .. gs,-• 4 •• oO ,, . .,, ..• o'l t\. , ·,, 1&f.!', .-b , .. "Q8 Eb· .. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I = I I I I I I I I I I I I ~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I_,, I I I I I I I I I ·"' I I I I I I .• i:i, .,. I -I I I I I I I L, 6J, I I I ~ .. ,, -, . I -----, -, -,-~· 11 -I I I . TV/ _fl, I \I II· TV/ I . I J~~ 14-~ 14, ~a:: := I • := ,66 TV/ }~ ~ I J ' TV/ . TV/ ~ " ii ~ ~ 59 TV/ ,_ 4409 I . ~ -1 SE-6 I 4,71 TV/ 1YP • ~ 41 TV/ l ,s, I i -- I r==Hiil F ,1 --PROPERTY ,. t, I LINE := I 11 • 15-1 I I J ~ I :;j ., 1' t "' ~ ' 0 ' 51 ·~ I · J,•15.zO V/ / / / -. 11 15,38 V V V •·· V .. / c_:-,4 J V I .. ,5-,4 I r I I Illifil\li[ ~ TEMP. ~ l) • t 1/i / • n -~ V CONSTRUCTION / ;,,14,\~ it ll 1'I FENCE BMP TABLE: SYMBOL ENTIRE SITE WE-1 [Ililil] TC-1 D TC-2 -i:•:•:•:1-SE-6 ~ SE-1D -EC-9 ◊>--------- DESCRIPTION WIND EROSION CONTROLS CONSTRUCTION ROAD ENTRANCE CONSTRUCTION ROAD STABILIZATION GRAVEL BAG BARRIER STORM DRAIN INLET PROTECTION TEMPORARY DRAINS AND SWALES STRAW BALES SAND BAGS STOCKPILE STORAGE AREAS / BINS • □□□DD = 16§3) l§l§l CONCRETE PAINT WASHOUT AREA VEHICLE STORAGE / STAGING *TO BE DETERMINED ON-SITE BY PROJECT SUPERINTENDENT AND UPDATED HEREON I I I - 11~ f • 1,.56 I IX / _J;: . "' J1 I b· :;;!~ 4 I I I /I ~ / I f. I I ' I I I .....l . ~:,:-1 / !~ ' r / !=-t, Ii' t }1 b ~I I " ' Cl / -, •"' ' zo:: . ::,W ' I t. oz ,1i-,26" M 19,64 I' .... 0:: 1· -. I I • .. · I I I >-0 ~1~,:ie 0 (.) 14.zo• ' D[ b I b IL J ,... -'g\>· z>->-.. ., >-w l . 4 -I 0:: en • --' I!'--~ ._ .. " -r----- - ---,," --uww . " 0:: D.. CD 4 t,. t, t,.· <(0 , A l wo::o C: _t,.□oo·· □-. • -~□oq □•A ·' en o.. >-. 4" '1 • ~ .. · ·._ ... LI.· .. ' = . D< 4 t, · · I ,_ ~ ~. .· □D -:~ 1 .· . □ 4 . 11 . " ·' ' . ALL H, -t,. t, 1, Ir l . A . \' II ltr 1 215 ·' I . -, A ' . -~ " ...,,,.. .-:-· ~----- [""10.03' 'f 1 ~-000'16'01" 15.9 1,.B R-8590.00' r,20.02· •15.;o 11,64 ,. ,,.9•,_1 PROPE TY LINE E. OCEANFRONT 1,-'° I I • 1,,141 .,r,.fl, I L ) V V V V V V // / // /// --------· --- - - REVISIONS BENCHMARK: DIG ALERT 1-N-0-. ~-D-A_T_E_-r------------D-ES_C_R_IP_T_IO-N-----------.-,A-=P-=P-=Ro=v-::E=D-.-:D:-cA-=T=-E• ORANGE couNlY PUBLIC woRKs BM: NB1-4-71 OWNER/DEVELOPER: PREPARED BY: DIAL TOLL FREE 1-800-227-2800 AT LEAST TWO DAY BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUlHERN CALIFORNIA 1--+-----+--------------------------;-----r-----J DESCRIBED BY OCS 2002 -FOUND 3 3\4" OCS ALUMINUM BENCHMARK 1--+-----+--------------------------;------r----, DISK STAMPED "NB1-4-71", SET IN THE TOP OF A 4 IN. BY 4 IN. CONCRETE POST. MONUMENT IS LOCATED IN THE SOUTHEAST CORNER I--+-----+--------------------------;------,----, OF THE INTERSECTION OF F STREET AND BALBOA BOULEVARD, 81 FT. 1--+-----+--------------------------;-----r-----J SOUTHEASTERLY OF THE CENTERLINE OF F STREET AND 27.3 FT. 1--+-----+--------------------------;-----r-----J NORTHEASTERLY OF THE CENTERLINE OF BALBOA BOULEVARD. MONUMENT 1--+-----+--------------------------;------r----, IS SET LEVEL WITH THE SIDEWALK. I--+-----+--------------------------;------,----, ELEVATION= 7.828 (NAVD 88) 2015 MAGIS TLCS, LLC TOM AND LISA VAN DORPE 1712 E. OCEANFRONT NEWPORT BEACH, CA 92661 305 Virgo Court Thousand Oaks, CA 91360 562-291-8679 1. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 2. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY INSPECTOR. 3. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEED 40 PERCENT. 4. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERM AND DESILTING BASINS AND THE BASINS PUMPED DRY. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. 5. FILL SLOPES AT THE CONSTRUCTION AREA PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 6. A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICES EXCEEDS TWO FEET. 7. DURING GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 8. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING CONSTRUCTION. 9. ALL DEBRIS SHALL BE WET AT TIME OF HANDLING TO PREVENT DUST. 10. SEWER LINES SHALL BE CAPPED. 11. ALL BASEMENT FILLS SHALL BE CLEAN AND UNIFORM. 11. STREETS AND SIDEWALKS ARE TO REMAIN CLEAN AND CLEAR. 11. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON-SITE BETWEEN OCTOBER 15 AND MAY 15. 12. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF THE WORKING DAY, WHEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. 13. TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT. 0 CONSTRUCT GRAVEL BAGGING PER DETAIL 1 ON THIS SHEET 0 CONSTRUCT STABILIZED ENTRANCE PER DETAIL 2 THIS SHEET q> CONSTRUCT TEMPORARY CONSTRUCTION FENCE RADIUS=20' FILTER FABRIC 1" TO 3" COARSE AGGREGATE --~ ◊ NOT TO SCALE 6" MIN] IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS EROSION CONTROL PLAN CURRENT, ADDING ITEMS AND MOVING THEM AS NECESSARY AND/OR REMOVING ITEMS WHEN NO LONGER NEEDED. 11/15/21 Date 5' o· 2.5' 5' SCALE: 1 " = 5' DRAWN: C.OLOGY CORP N I "' w n a .,. " 0 N / "' .. 0 w ~ 0 oc ~ I < ' 0 a DESIGN: C.OLOGY CORP. ~ 0 0 / GM ~ CHECKED: 0 .. ~ SCALE: AS SHOWN "' w 0 / JOB NO.: 2021403 w 0 oc 11/15/21 a DATE: w 0 / "' ~ w SHEET OF "' ~ / ij