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Home My WebLink AboutX2019-3265 - Misc (2)W2- bak ootk IBIvd uJ , CITY OF • lMa a9 ► Xa .rF ► as - ' r ►E NT ►• ►t a rya PRE -GRADE MEETING AGREEMENT nATE 2v� ._"AMD[2M& _ . i 02- 1• � Sluftigplan duck mm�6erf�eMs Es'/zcir'-TC65 and WEbemfsndtoinagraporls,ears a sT 2107 is berme dam contrary to Me proeis®rs of ihs ak codes• Sae ChW Or his u0mlind roprosardWee, may order the, work stopped by no&* in WrftkW served an my saoaic Isaswr&dM9 Or causing or andinch I let to be doany such pare far�ar 5 in by .OMci l to procaed with Me wo& ich S. me Stamped set of pesos shall bean the job alle at an Mnes. 4.. kannlc&I, ' OF MCOIF WNCE It in Viecourse of lblulng their responsamesi on c .4 weer, ths-anghwearbiggsob9int orMa haiiinq egant*Ids that worn wale is nut 6.:e dwee > sae shalt be mporled sae season In chaise ref Me giadoag work and to use Bidding Brandon. any etwiffiv to ifnoa�ary. shag be seed to M�g �nvisammcMui enataiians ka eocreaave far appmvr[. S Wwr import or expert Of maladals is required, had routes to and from the site stilt be apP Rived by the. C NY Traffic Engirwer and hauling Poeednaza staff be in knee with Chapin 15 of the Newepart Beach Yaanidp:l arewdeconbxfnr shag use Best Management(Be11+'s} tin basese Mat all water goany issues E Between October 1 and Apra 3% NVW n Conti BW measures shalt be in piece. During Sae rem of the Yew day season wehed erosion MP's (dust control} shag te�muleit bs inp4e fine nt eon6ol S shall he . ksk ad" and zr alnff d'a-f a�6-apeeatiamd storm drabs hdats 'v�rnal�to the project BYFs to coning of mi, sosdbdut tr+ckmg shag be ®pa neaeed and maintained. Appropaiets WAI-S to prevent man .of conshucson aa6vaies shag be unpkmevad A'sweafher triggered' acram plan and the a6a'ity ro dqlby SUFla to protect aff exposed portions of tree sips wiMua 4"ouss when the. Naifore d Weather Service Airecasts a 50% or greater o3mun ofaa rrL F. All Us shag be oaf srougho ut to a evk*RFnn of 90 Pennant compaction as determined by ASTM hmt prey soft report. d aWroved byMe sods aagineer. Compae�on bs . when be perfrrmed accora ng to sae I Ad keneh (uachdirng interior and eaten" uwdy hanchan) and refahe ng wan b..M shag be taorrghout to a n emonane of go Percent relative c0n4mffon and approved by the soge engmswr 9. Whenever work On Which Chid e required is covered by additional wrodr Without first being fflPl*4ft0sb4 the oaandeaason. The work of � t shag require by wre'Hen notion that the work be exposed for �P�g and rwcovering shag not wring or be suWed to expense to ffse. City of Newport Beach and wag be the sale eqisnes of the Peamithie. %U. Lu dscaPing of all slopes and pads shag be k a • clog .ce, writle 15.19.136 of the NBeeC. ii- Approved drainage Provisions shag be Used to roteef P ad)olnen9 PmPerff� drying the graoireg opera5an- CORNER R CORD Agency Index City of NEWPORT BEAC County of Document Number Brief Legal Description California Ol' 20, BLOCK 3 MAP OF EAST NEWPORT, M.M. 3/37 ORNER TYPE COORDINATES (Optional) j N. E. Government Corner ❑Control Elevation ❑ Meander Q Property Units ❑Metric X ----------*---------- ❑ U.S. Survey Foot ❑ Rancho ❑ Other Horizontal Datum Date of Surve J —r'�� Zi� Zone Epoch Date Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 El Complies with Public Resources Code §§8890-8902 PLS Act Ref.: El 8765(d) ', ❑ 8771 ❑ 8773 Other: 1�71❑ Corner/ Left as found ❑Established Rebuilt Pre -Construction Monument: El ❑ ❑ Found and tagged ❑ Reestablished ❑X Referenced 11 Post -Construction Narrative of corner identified and monument a found, set, reset, replaced, or removed: ❑✓ See sheet #2 for description(s): SET 9' TIE TO THE NW CORNER OF LOT 20. This Corner Record was prepared by me or the ProfessigRal-L-an3'Surveycr ct on Signed COUNTY S This Corner Record was received and examined and filed Signed Title County Surveyor's Comment STATEMENT 'my direction in conformance with o - lZ - Zaza P.L.S. orR-G-S, No. 8549 S STATEMENT P.L.S. or R.C.E. No. aPELSG.2016 Pale 1 0l Index ,Ot n'i 0 0 0 U O (' .J U .Ny 00 N ,g W ( OF m n /0 O (' Op •0e) (' 00'0z) Q7 ci C'U Cu Cu -� p•p� � E� 9 ttN 3�N��b QN 7b Sr 7 N 90'p� 3, BE 96, ttN O V O _ O O rnO �a) ttN Eu 0 0 0 .M o pN o N uO12 t. 0) Om 0�� '�O O CQ N 2� m rn o o m f f n o m y W o o a. :O W J o w Ri m m Hm m O cY) cr W o' F" 2 0 e mw ONcr H 00 W U cc WED Z¢ o W C- J(A m W 7 0) Z =z F•`-' Ln 7 m cn CO �(D cnz p J fn W m W ~om=w r)Nm Join t- Z Z) ul cc 0 p� Cn LL -j Fa. Q LL M ac¢.)o ❑� F- Q CD y¢N IW!)� 0 r H M-0 mf- W j J O H QI¢ f ZZ� cn W ¢W F'F-�H WU) O0X F- W H H H X BPELSO.2010 Page 2 of 2 CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 926588915 www.newoortbeachca.gov 1 (949) 644-3200 SETBACKS AND TOP OF SLAB/FLOOR ELEVATION CERTIFICATE The purpose of this certificate is to insure that the structure is located properly on site per the approved drawings. This certificate also verifies the top of slab/floor elevation noted on the approved drawings. After the top of slab/floor elevation is verified to match the elevation specified on the approved drawings, the contractor and inspector can measure the height of the structure to the top of slab/floor to verify that it is equal or less than the dimension shown on building sections and elevations. This form must be filled out by a registered surveyor or civil engineer authorized to perform surveys. The survey must be done after the concrete forms are in place or preferable after the concrete slab is poured or raised floor is built, but prior to starting wall framing. 8549 PLS Scott Sturm, PLS Engineer/Surveyor's Name Aaron Albertson, P.E. License # 65513 RCE Engineer/Surveyor's Address 4121 Westerly Place, Suite 112, Newport Beach, CA 92660 Job Address 502 and 504 W. Balboa Newport Beach Setbacks: Sketch a site plan and specify surveyed setbacks (use back page). * Top of slab/floor elevation: 504= 9.30FFE plan. Field shot=+-9.30 502 = 9.26 FEE plan. Field shot-9.27+- * If slab/floor elevation varies, sketch a plan or section through slab on the back page and specify the elevations. Use same datum used in the survey of record. I certify that the setbacks are ❑ from plans: are not Q, per City approved plans. Describe any deviations I certify that top of slab/floor elevation(s) is ®, is not ❑, per City approved drawings. Describe any deviations from plans: Vertical elevations of the plan are within industry standard accepted range to meet approved precise grading plan. within 0.0 F of proposed FFE. 11/9/2020 Date Forms/SetbacksandTopofSlabElevationCert. Engineer/Surveyor's stamp and signature NO. 65513 2 EXP. 9/3D/21 CIVIL OF CAL CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newportbeachca.Dov 1 (949) 644-3200 Structural Observation Report Project Address: 502 W Balboa Blvd, Newport Beach, CA Report Date: 1/21/2022 CNB Inspector Name: CNB Permit #: x2019-3265 Building Owner Name: Owners Mailing Address (if different from site); Owners Telephone #: CNB Plan Check M Blair Porteous 60141h Street, #129. San Francisco, CA 94107 415-319.5566 2257.2019 Full Name of Structural Observer (SO): SO E-mall Address: SO Telephone #: SO License I Reg. M David M Fulton, PE david@plan-north.com 208-412.8744 89429 PLEASE INDICATE STRUCTURAL ELEMENTS AND OBSERVED (check applicable boxes) FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS Floor/Roo INDICATE LOCATION(S) OBSERVED DATE OBSERVED ❑ Conventional Footings & Slab ❑ Concrete ❑ Steel ❑ Concrete ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck ❑ Caissons, Piles, Grade Beams ❑ Wood or Manuf. Shear Panels ❑ Masonry ❑ Wood ❑ Other: ❑ Other: ❑ Other: ❑ Other: ❑ ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: ❑ REPORT CONTINUED ON ATTACHED PAGES. N FINAL STRUCTURAL OBSERVATION REPORT: The structure generally complies with the approved construction documents, and all observed deficiencies were corrected. I declare that the following statements are true to the best of my knowledge: 1. I am the licensed design professional retained by the owner to be in responsible charge of the structural observation; 2. I, or another licensed design professional whom I have designated above and is under my responsible charge, have performed the required site visits at each significant construction stage to verify that the structure is in general conformance with the approved construction documents; 3. 1 understand that all deficiencies which I have documented must be corrected, prior to final acceptance of the structural systems by the City of Newport Beach, Building NOT WANE ANY REQUIREMENTS FOR BUILDING INSPECTION BY Fc=%t acouelOb atfoaa,yoe li cfiom DAVID M FULTON C 89429 CIVIL ENGIN STAMP OF STRUCTURAL OBSERVER THE CITY OF NEWPORT BEACH. CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newportbeachca.00v 1 (949) 644-3200 Structural Observation Report Project Address: 502 W Balboa Blvd, Newport Beach, CA Report Date: 4/14/2021 CNB Inspector Name: CNB Permit#: x2019-3265 Building Owner Name: Owner's Mailing Address (if different from site); Owner's Telephone #: CNB Plan Check #: Blair Porteous 601 4th Street, #129, San Francisco, CA 94107 415-319-5566 2257-2019 Full Name of Structural Observer (SO): SO E-mail Address: SO Telephone #: SO License / Reg. #: David M Fulton, PE david@plan-north.com 208Al2-8744 89429 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED (check applicable boxes) FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED ❑ Conventional Footings & Slab ❑ Concrete ❑ Steel ❑ Concrete ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck ❑ Caissons, Piles, Grade Beams ❑ Wood or Manuf. Shear Panels ❑ Masonry E Wood This observation includes sheathing, nailing, and drag connections for the diaphragm at the mot level over the 3rd floor Wind sac 4/9/2021 ❑ Other: ❑ Other: ❑ Other: ❑ Other: E ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: ❑ REPORT CONTINUED ON ATTACHED PAGES. ❑ FINAL STRUCTURAL OBSERVATION REPORT: The structure generally complies with the approved construction documents, and all observed deficiencies were corrected. I declare that the following statements are true to the best of my knowledge: 1. I am the licensed design professional retained by the owner to be in responsible charge of the structural observation; 2. I, or another licensed design professional whom I have designated above and is under my responsible charge, have performed the required site visits at each significant construction stage to verify that the structure is in general conformance with the approved construction documents; 3. 1 understand that all deficiencies which I have documented must be corrected, prior to final acceptance of the structural systems by the City of Newport Beach, Building DAVID M -�%G ��Q=' y FULTON Z co m C 89429 A NT CIVIL ENGINEER \Q- 9T.. Q� STAMP OF STRUCTURAL OBSERVER STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BYAUTHORIZED EMPLOYEES OF THE CRY OF NEWPORT BEACH. Fom>e\avuctu�slObse,vatioNtepocr&iusttuc[ions CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newoortbeachca.gov 1 (949) 644-3200 Structural Observation Report Project Address: Report Date: CNB Inspector Name: CNB Permit #: 502 W Balboa Blvd, Newport Beach, CA 4/1412021 x2019-3265 Building Owner Name: Owner's Mailing Address (if different from site); Owner's Telephone #: CNB Plan Check #: Blair Porteous 601 4th Street, #129, San Francisco, CA 94107 415-319-5566 2257-2019 Full Name of Structural Observer (SO): SO E-mail Address: SO Telephone #: SO License / Reg. #: David M Fulton, PE david@plan-north.com 208-412-8744 89429 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED (check aoolicable boxesl FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED ❑ Conventional Footings & Slab ❑ Concrete ❑ Steel ❑ Concrete ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck ❑ Caissons, Piles, Grade Beams ❑ Wood or Manuf. Shear Panels ❑ Masonry ® Wood This observation includes sheathing, nailing, and drag connections as part ofthe3Nfloorextericr deck. 41912021 ❑ Other: ❑ Other: ❑ Other: ❑ Other: _ ® ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: ❑ REPORT CONTINUED ON ATTACHED PAGES. ❑ FINAL STRUCTURAL OBSERVATION REPORT: The structure generally complies with the approved construction documents, and all observed deficiencies were corrected. I declare that the following statements are true to the best of my knowledge: 1. I am the licensed design professional retained by the owner to be in responsible charge of the structural observation; 2. I, or another licensed design professional whom I have designated above and is under my responsible charge, have performed the required site visits at each significant construction stage to verify that the structure is in general conformance with the approved construction documents; 3. 1 understand that all deficiencies which I have documented must be corrected, prior to final acceptance of the structural systems by the City of Newport Beach, Building 4/14/2021 5 FULTON Z c� m � c 89429 A tp CIVIL ENGINEER � i STAMP OF STRUCTURAL OBSERVER STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BYAUTHORQED EMPLOYEES OF THE CITY OF NEWPORT BEACH. Forms\Smcm 101bse atmo ,ep &�,io. CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newportbeachca.gov 1 (949) 644-3200 Structural Observation Report Project Address: 502 W Balboa Blvd, Newport Beach, CA Report Date: 4/14/2021 CNB Inspector Name: CNB Permit #: x2019-3265 Building Owner Name: Owner's Mailing Address (if different from site); Owners Telephone #: CNB Plan Check #: Blair Porteous 601 4th Street, #129, San Francisco, CA 94107 415-319-5566 2257-2019 Full Name of Structural Observer (SO): SO E-mail Address: SO Telephone #: SO License / Reg. #: David M Fulton, PE david@plan-nolth.com 208-412-8744 89429 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED (check aoDlicable boxesl FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED ❑ Conventional Footings & Slab ❑ Concrete ❑ Steel ❑ Concrete ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck ❑ Caissons, Piles, Grade Beams ❑ Other: ® Wood or Marl Shear Panels ❑ Other: ❑ Masonry ❑ Other: ❑ Wood ❑ Other: This observahon includes sheathing, nailing, and associated attachments for the shearwall along gnd C, third level, detailed on the drawing set dated 3t8/2021 4/9/2021 ® ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: ❑ REPORT CONTINUED ON ATTACHED PAGES. ❑ FINAL STRUCTURAL OBSERVATION REPORT: The structure generally complies with the approved construction documents, and all observed deficiencies were corrected. I declare that the following statements are true to the best of my knowledge: 1. I am the licensed design professional retained by the owner to be in responsible charge of the structural observation; 2. I, or another licensed design professional whom I have designated above and is under my responsible charge, have performed the required site visits at each significant construction stage to verify that the structure is in general conformance with the approved construction documents; 3. 1 understand that all deficiencies which I have documented must be corrected, prior to final acceptance of the structural systems by the City of Newport Beach, Building DAVID M -Fy h FULTON Z c� m W C 89429 M NT CIVIL ENGINEER \Q 9T4�OF CA�IFO�� STAMP OF STRUCTURAL OBSERVER STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. FormASimeh alObservatioMepoct&los ctions CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newportbeachea.gov 1 (949) 644-3200 Structural Observation Report Project Address: Report Date: CNB Inspector Name: CNB Permit #: 502 W Balboa Blvd, Newport Beach, CA 3/8/2021 x2019-3265 Building Owner Name: Owner's Mailing Address (if different from site); Owner's Telephone #: CNB Plan Check M Blair Porteous 6014th Street, #129, San Francisco, CA 94107 415-319-5566 2257-2019 Full Name of Structural Observer (SO): SO E-mail Address: SO Telephone #: SO License / Reg. #: David M Fulton, PE daVid@pl n-north.com 208-412-8744 89429 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED (check anolicable boxesl FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (Floor/Root) INDICATE LOCATION(S) OBSERVED DATE OBSERVED ❑ Conventional Footings & Slab ❑ Concrete ❑ Steel ❑ Concrete ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck This obsonallon Includes all third floor sheathing, nailing, drag straps, and blacking, between gddlines 9& C. Drag strap along trichina 2.5 was not installed and will be part of future shear Inspection. ❑ Caissons, Piles, Grade Beams ❑ Wood or Manuf. Shear Panels ❑ Masonry ® Wood 3/8/2021 ❑ Other: ❑ Other: ❑ Other: ❑ Other: M ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: ❑ REPORT CONTINUED ON ATTACHED PAGES. ❑ FINAL STRUCTURAL OBSERVATION REPORT: The structure generally complies with the approved construction documents, and all observed deficiencies were corrected. I declare that the following statements are true to the best of my knowledge: 1. I am the licensed design professional retained by the owner to be in responsible charge of the structural observation; 2. I, or another licensed design professional whom I have designated above and is under my responsible charge, have performed the required site visits at each significant construction stage to verify that the structure is in general conformance with the approved construction documents; 3. 1 understand that all deficiencies which I have documented must be corrected, prior to final acceptance of the structural systems by the City of Newport Beach, Building �I DAVID M <2 A�1 �OF CF0 FULTON V; cs m � C 89429 � tp� CIVIL ENGINEER STAMP OF STRUCTURAL OBSERVER STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BYAUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. Forms\SlrvcwrnlObservationReport&Inanvctions CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newportbeachca.00v1(949)644-3200 Structural Observation Report Project Address: Report Date: CNB Inspector Name: CNB Permit #: 502 W Balboa Blvd, Newport Beach, CA 2/8/2021 x2019-3265 Building Owner Name: Owner's Mailing Address (if different from site); Owner's Telephone#: CNB Plan Check #: Blair Porteous 601 4th Street, #129, San Francisco, CA 94107 415-319-5566 2257-2019 Full Name of Structural Observer (SO): SO E-mail Address: SO Telephone If: SO License / Reg. M David M Fulton, PE david@plan-north.com 208412-8744 89429 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED (check annlicable boxes) FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED ❑ Conventional Footings & Slab ❑ Concrete ❑ Steel ❑ Concrete ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck This obseivah'on includes all second Poor sheathing nailing, drag lines, and blocking (including blocked dlaphragms). Drag strap along gridline5.1atB.2was not installed and will be Installed on the face of the beam and will be pad of future shear inspection. ❑ Caissons, Piles, Grade Beams ❑ Wood or Manuf. Shear Panels ❑ Masonry IN Wood 2/8/2021 ❑ Other: ❑ Other: ❑ Other: ❑ Other: M ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: ❑ REPORT CONTINUED ON ATTACHED PAGES. ❑ FINAL STRUCTURAL OBSERVATION REPORT: The structure generally complies with the approved construction documents, and all observed deficiencies were corrected. I declare that the following statements are true to the best of my knowledge: 1. 1 am the licensed design professional retained by the owner to be in responsible charge of the structural observation; 2. I, or another licensed design professional whom I have designated above and is under my responsible charge, have performed the required site visits at each significant construction stage to verify that the structure is in general conformance with the approved construction documents; 3. 1 understand that all deficiencies which I have documented must be corrected, prior to final acceptance of the structural systems by the City of Newport Beach, Building 2/8/2021 DATE DAVID M c2 FULTON 2 � m C 89429 A dl CIVIL ENGINEER Q 9Tn r.Q�\ STAMP OF STRUCTURAL OBSERVER STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. Farms\StmcturalObscrvationRepon&Immuctions CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newoortbeachca.00v 1 (949) 644-3200 Structural Observation Report Project Address: 502 W Balboa Blvd, Newport Beach, CA Report Date: 8/10/2021 CNB Inspector Name: CNB Permit #: x2019-3265 Building Owner Name: Owner's Mailing Address (if different from site); Owner's Telephone #: CNB Plan Check it. Blair Porteous 6014th Street, #129, San Francisco, CA 94107 415-319-5566 2257-2019 Full Name of Structural Observer (SO): SO E-mail Address: SO Telephone #: SO License / Reg. #: David M Fulton, PE david@plan-north.conn 208-412-8744 89429 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED (check applicable boxes) FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED ❑ Conventional Footings & Slab ❑ Concrete ❑ Steel ❑ Concrete ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck This observation includes sheathing and nailing for the inteior shearwalls, including double sided where applicable. and the associated holdowns. This also indudesthe inside face ofall extedor double sided shearwslls. ❑ Caissons, Piles, Grade Beams ❑ Wood or Manuf. Shear Panels ❑ Masonry IN Wood 8/10/2021 ❑ Other: ❑ Other: ❑ Other: ❑ Other: ® ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: ❑ REPORT CONTINUED ON ATTACHED PAGES. ❑ FINAL STRUCTURAL OBSERVATION REPORT: The structure generally complies with the approved construction documents, and all observed deficiencies were corrected. I declare that the following statements are true to the best of my knowledge: 1. I am the licensed design professional retained by the owner to be in responsible charge of the structural observation; 2. I, or another licensed design professional whom I have designated above and is under my responsible charge, have performed the required site visits at each significant construction stage to verify that the structure is in general conformance with the approved construction documents; 3. 1 understand that all deficiencies which I have documented must be corrected, prior to final acceptance of the structural systems by the City of Newport Beach, Building 8/10/2021 Q=' DAVID M -Fy r FULTON Z c� m C 89429 tp� CIVIL ENGINEER \Q STAMP OF STRUCTURAL OBSERVER NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. Po=\Sw ObsmownRepan@roewcti CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newportbeachca.Qov 1 (949) 644-3200 Structural Observation Report Project Address: Report Date: CNB Inspector Name: CNB Permit #: - 502 W Balboa Blvd, Newport Beach, CA 12/8/2020 x2019-3265 Building Owner Name: Owner's Mailing Address (if different from site); Owner's Telephone #: CNB Plan Check #: Blair Porteous 601 4th Street, #129, San Francisco CA 94107 415-319-5566 2257-2019 Full Name of Structural Observer (SO): SO E-mail Address: SO Telephone #: SO License / Reg. #: David M Fulton, PE daVid@plan-north.com 208.412-8744 89429 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED (check aoolicable boxes) FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED ❑ Conventional Footings & Slab ❑ Concrete ❑ Steel ❑ Concrete ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck ❑ Caissons, Piles, Grade Beams ® Wood or Manuf. Shear Panels ❑ Masonry ❑ Wood This observation includes sheamall sheathing and nailing for all specified along e c 12/8/2020 ❑ Other: ❑ Other: ❑ Other: ❑ Other: IN ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: ❑ REPORT CONTINUED ON ATTACHED PAGES. ❑ FINAL STRUCTURAL OBSERVATION REPORT: The structure generally complies with the approved construction documents, and all observed deficiencies were corrected. I declare that the following statements are true to the best of my knowledge: 1. 1 am the licensed design professional retained by the owner to be in responsible charge of the structural observation; 2. I, or another licensed design professional whom I have designated above and is under my responsible charge, have performed the required site visits at each significant construction stage to verify that the structure is in general conformance with the approved construction documents; 3. 1 understand that all deficiencies which I have documented must be corrected, prior to final acceptance of the structural systems by the City of Newport Beach, Building DAVID MF2 h�Q" y FULTON C co m C 89429 tp� CIVIL ENGINEER \Q- '9T�. Q� STAMP OF STRUCTURAL OBSERVER STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. Fornrs\SwcmrulObservarionRepor�&Inswctiona CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newoortbeachca.Qov 1 (949) 644-3200 Structural Observation Report Project Address: Report Date: CNB Inspector Name: CNB Permit #: 502 W Balboa Blvd, Newport Beach, CA 11/1612020 x2019-3265 Building Owner Name: Owner's Mailing Address (if different from site); Owner's Telephone #: CNB Plan Check #: Blair Porteous 601 4th Street, #129, San Francisco, CA 94107 415-319-5566 2257-2019 Full Name of Structural Observer (SO): SO E-mail Address: SO Telephone #: SO License /Reg. #: David M Fulton, PE david@plan-north.com 208-412-8744 89429 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED check applicable boxes FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED ❑ Conventional ❑ Concrete ❑ Steel ❑ Concrete Footings & Slab IN Mat Foundation, ❑ Masonry ❑ Concrete ❑ Steel Deck Prestressed Concrete ❑ Caissons, Piles, Grade Beams ❑ Wood or Manuf. Shear Panels ❑ Masonry ❑ Wood This observation includes all foundation reinforcing, wall anchors, holdown anchors, and column em 11/16/2020 ElOther: ElOther: ElOther: ❑ Other: ®. ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: ❑ REPORT CONTINUED ON ATTACHED PAGES. ❑ FINAL STRUCTURAL OBSERVATION REPORT: The structure generally complies with the approved construction documents, and all observed deficiencies were corrected. I declare that the following statements are true to the best of my knowledge: 1 I am the licensed design retained by the owner to be in responsible obserprofessional charge of the structural vation;�OQROFESS/oNq( 2. 1, or another licensed design professional whom I have designated above and is under my responsible charge, have performed the required site visits at each significant construction stage to verify that the structure is in general conformance with the approved construction documents; Q mmnn M F 4- ti(`' FULTON m C 89429 3. 1 understand that all deficiencies which I have documented must be corrected, prior to final acceptance of the structural systems by the City of Newport Beach, Building Divis' _-----'--., (p CIVIL ENGINEER Q 9T�OF CAIyFOQ- ...., 11 /16/2020 SIGNATURE OFSTRUCTOIRA SE / F RECO DATE STAMP OF STRUCTURAL OBSERVER STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CRY OF NEWPORT BEACH. Fom s\StmcmmlObservatioN epon&roswaiom CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newportbeachca.gov 1 (949) 644-3200 BUILDING HEIGHT CERTIFICATION Project Street Address: 502 W. Balboa Blvd. Building Permit Number(s): X2019-3265 As the surveyor of record for the project at the above address, I hereby certify that I have reviewed the City of Newport Beach approved plan and original topographic survey and based the elevations listed below on those plans. Elevations shall include an allowance for roofing material thickness if not yet installed. Provide each critical ridge and flat roof, or roof deck railing elevations indicated on the approved plans. Use the format below on the back of this form if additional space is necessary or further explanation is needed. Provide original copy to the inspector before roof framing inspection. All elevation points are based on: O NAVD88 O NGVD29 O Assumed Please provide the following elevation information for the highest roof ridges, flat roofs, or parapets/guardrails. Additional elevation points may be requested by the Building Inspector. RIDGES (3:12 slope or greater) 1. Approved elevation point of ridge is 39.88 and actual elevation point is 39.73 2. Approved elevation point of ridge is 39.88 and actual elevation point is 39.22 3. Approved elevation point of ridge is 39.SS and actual elevation point is 3g 77 FLAT ROOFS, PARAPETS AND GUARDRAILS 1. Approved elevation point of flat roof or parapet is and actual elevation point is 2. Approved elevation point of flat roof or parapet is and actual elevation point is 3. Approved elevation point of flat roof or parapet is and actual elevation point is I certify that the above height measurements are correct and the above project: OIS in compliance with the City -approved plans. OIS NOT in compliance with the City -approved plans (Provide Please describe any deviation from the City -approved plans on the back of this form. Surveyor or Civil Engineer's* signature and seal (Wet stamp and signature required) * License number of 33965 or lower PLS No.8549 3/22/2021 Date Fom)s�Building I leisht Ceai Nun[ion H T2/I fi con sit ltanIs CITY OF NEWPORT BEACH Building Department 100 Civic Center Drive Newport Beach, CA 92660 engineering geoteahviral applications January 8, 2022 Project No. SM120.2 Subject: FINAL GRADING CERTIFICATE HARDSCAPE COMPACTION, UTILITY TRENCH BACKFILL AT NEW RESIDENTIAL PROPERTY LOCATED at 502 W. BALBOA BOULEVARD NEWPORT BEACH, CALIFORNIA City of Newport Beach Grading/Building permit # X2019.3266 Associated Documents: 1. `Geotechnical Investigation for Proposed Livetwork (Mixed Use) Development Located at 502 W. Balboa Boulevard, Newport Beach, California," by EGA Consultants, Inc., dated July 9, 2018. 2. "Structural Plan, Live/Work Lofts, 502 W. Balboa Blvd., Newport Beach, CA," by Plan North Engineers, dated December 10, 2019, updated February 27, 2020, 3. "Precise Grading Plan, 502 W, Balboa Blvd., Newport Beach, California," by Commercial Development Resources:,. dated February 1, 2020. 4. "Response to Geotechnical 2n1 Review City Comments dated 10125119 & 1/27120 for Proposed Live/Work (Mixed Use) Development Located at 502 W. Balboa Boulevard, Newport Beach. California," by EGA Consultants, Inc„ dated February 28, 2020. 5. "Compaction Report for Placement of Fill for Proposed Live/Work (Mixed Use) Development Located at 502 W. Balboa Boulevard, Newport Beach, California," by EGA Consultants, Inc., dated October 25, 2020. To City Building/Grading Offieials: In accordance with the City of Newport Beach building and grading requirements, we are submitting this final compaction report for the grading of the subject building pad, utility trench backfill, and exterior improvements. The site earthworks operations were performed by the sub -contractor, Tight Quarters, Inc. Excavation and grading of the subject lot commenced on September 16, 2020. All utility trench backfill and flatwork subgrade was completed by December 20, 2021. Site grading included the removal of the upper 2'/2 feet (t 6 inches of scarification) of the old fill and native material located within the limits of the proposed building pad. The lot was roughly divided into halves, excavated and recompacted to bring the entire lot to finished subgrade. One Kubota SVL 90-2, two jumping jack wackers, two vibratory plates, and water hoses were utilized for the purposes of compaction and grading control. On site soils were moisture treated via a 2-inch diameter water hose during the grading process to bring the moisture content to near -optimum. 375-C Monte Vista Avenue • Costa Mesa, CA 92627 • (949) 642-9309 • FAX (949) 642-1290 For cohesion -treatment, three (3) pallets (40 bags each weighing 94 pounds) of Portland Cement were blended into the newly -placed fill Field density test results are tabulated on Table 1, Summary of Field Density Tests. Utility trench backfill was completed using compacted spoils. All earthwork operations were performed under continuous observations by this firm and were performed in accordance with geotechnical specifications outlined in the soils report dated July 9, 2018, i certify that all grading and compaction work was done in compliance with the soils report for this project and the work complies with City of Newport Beach grading regulations. All soils. values and geotechnical specifications outlined in the soils report remain valid. Based on our continuous observations and testing, the subject and adjacent sites are not impacted by the site grading operations to date. This opportunity to be of service is appreciated. If you have any questions, please call. Very truly yours, EGA Consulta}t , nc. DAVID A. WORTHINGTON CEG 2124 Principal Engineering Geologist/President Copies: (1) AddresSee 0) Sage Modem, Inc., Attn: Jon Sorrtch FINAL COMPACTION REPORT: 502 W. Balboa Boulevard, Newport Beach, CA Project No. SM120.2 January S. 2022. TABLE 7 SUMMARY OF MOISTURE DENSITY RELATIONSHIPS (ASTM: D1556) Sample, Depth Dry Moisture Maximum Optimum Relative Numbed Below Density Content Density Moisture Compaction Location Grade (pCF) (0/0) (PCP)- FD-1 2.6 101,7 11.7 112.0 10.5 91 sWC of Bldg, Pad FD-2 2.0 102,E 11.5 112.0 10.5 92 S. Central Stoll Pad FD-3 1.5 105.0 11.8 112.0 10.5 94 SEC of Bldg, Pad FD4 0.5 103.8 11.6 112.0 10.5 93 Central Bldg Pad FD-5 2,5 102.7 11.7 112.0 10.5 92 NEC of Bldg, Pad FD-6 2.0 103.9 11.5 112.0 10.5 93 NW Edge Bldg. Pad FD-7 1.0 101.8 11.9 112.0 10.5 91 N. Central Bldg Pad FD-8 FG 103.9 11.8 112.0 10.5 93 NWC of Bldg Pad FD-9 FG 105.0 11.7 112,0 1015 94 NEC of Bldg Pad FD-10 FG 103.8 11.6 112.0 10.5 93 SEC Bldg. Pad FD-11 FG 106.1 11.5 112.0 10.5 95 SWC Bldg. Pad FINAL COMPACTION REPORT: 602 W. Balboa Boulevard, Newport Beach, CA Project No. SM120.2 January 8, 2022 FD-12 FG 102.8 11.3 112.0 %5 92 Utility Trench BacicBg FD-13 FG 101.6 11.4 112.0 10.5 91 Utility Trench Bartell FD-14 FG 103.7 11.9 112.0 10.5 93 Subgrads FDA 5 FG 104.9 11.3 112.0 10.5 94 Fletwork FD-16 FG 106.5 11.2 112.0 %5 95 Rear Parking and Approach � vc...y , vai "FG" = Finish Grade (Ground Level Pad) TABLE 2 SUMMARY OF MAXIMUM DENSITY TEST (ASTM D 1557) sample, Maximum Optimum to kon Density Moisture (Poll Fitt/Native - Beach Sands 112.0 10.5 Per soils report dated July 9, 2018 FINAL COMPACTION REPORT: 502 W: Bafta Boulevard, Newport Beach, CA Project No. S1012e.2 January 8. 2022 4. CITY OF NEWPORT BEACH Community Development Department i Building Division 100 Civic Center Dr.I P.O. Box 17681 Newport Beach, CA 92658 www.newr)ortbeaChca.gov 1 (949) 644-3200 uALGREEN DOCUMENTATION COMPLIANCE CERTIFICATION Soz WC 4 pedba" PERMIT NO.: X ZO i % -37b S THIS FORM SHALL BE COMPLETED AND SIGNED PRIOR TO REQUEST FOR FINAL BUILDING INSPECTION. ONE COPY OF THIS FORM SHALL BE SUBMITTED TO THE BUILDING INSPECTOR AT FINAL INSPECTION AND ONE SHALL BE PROVIDED TO THE BUILDING OWNER AS PART OF THE CAL GREEN CERTIFICATION PACKAGE. The following section shall be completed by a person with overall responsibility for the planning and design portion of the project. REQUIRED DOCUMENTATIONS PROVIDED TO THE PROPERTY OWNER(S) 1�5 Franchise Hauler for Construction/Demolition Waste (65% min, reuse of nonhazardous waste) S VOC Contents Limitation [5� Formaldehyde Emissions Limitation &] T-24 Energy Certificate of installations (Env., QII, Lighting, Photovoltaic, Mech., Plumb.) Q T-24 Energy Certificate of Verifications or Acceptance ( Env., QII, Lighting, Photovoltaic, Mach., Plumb., HERS) Q Operations and Maintenance Manual MOISTURE CONTENT OF BUILDING MATERIAL (RESIDENTIAL CONSTRUCTION ONLY) ❑ 1 certify that the moisture content of the wall and floor framing is less than 19 percent as determined in accordance with Section 4.505.3 of CAL Green prior to being enclosed. DECLARATION STATEMENT • 1 certify under penalty of perjury, under the laws of the State of California, the information provided is true and correct. • 1 certify that the installed measures, materials, components, or manufactured devices identified on this certificate conform to all applicable codes and regulations, and the installation is consistent with the plans and specifications approved by the enforcing agency. Z2 Pf ti'?, C J Aln 6 Forms\CALGreen Documentation Compliance Cert Form 1-2017 PROJECT STATUS REPORT CaICERTS, Inc Effective 01/19/2022 08:46 (Page 1 of 2) j k bC 1 $`xJ A 9l i Vy"1� /P'�jd .i 4.i?. Z 13 Y`}',� R Yi. fJ, ^W:4 V 'i` S l 3 tq"� �?'i`e,{,+h. � 'ta � 1 , 4 C "v y .`A.� a+Y,y S t !n.itie2.aMRR .� iY iW 4 '1 V py Att 3 �l t ft��"i F'' !f 2w C't Z ANU,tJI I%^i' [ + S,. iS M `, I i � Y �ti .l, ,.i 4v V N Energy Standards Code Year: 2016 �■ r ■ ■ , Project Name: 502 Balboa Blvd W i.i ■ Project Type: New Construction SFR Address: 502 Balboa Blvd West -- - City/State/Zip: Newport Beach / CAd 92661 Enforcement Agency: City of Newport Beach ■ Permit Number: 2019-3265 EasytoVerify@calcerts.com OVERALL STATUS. COMPLETE HERS VERIFIABLE MEASURES: COMPLETE .s��a z a >e r ,z ' `' ��'i ra+ar " � l� m?� .r �hlxr .� r a � "��M � `�� )'� �, •�r� �a �,'tk� 3 ��'r� ; ,. e Certificate Type Compliance Registered Form i„e rt fi t+ � 01R-P.RF-�1 � Y t F,"�r. . �4 S,. k Registered Date 2021-091' 4,,1 43 37 �� t _ RegistrationNumber z,. .. 219-P0102134iitp-000-000-OOOOQ00.0000 Y Numumber M 's«,u ,.;° ' 4h4AY�s i .;(d �'u ,y¢ a�' j�^ �3 "{r:I�U NS"cy3k4 4 Y T 3 ; m' i •t T5' '� '(�Y2 ,W yFrdfr� �i^4N t^ii.. Ns`µd OWN i`11 Yfi,€#firs .,v�"WA^tt'e1}7i. 3 6. Yt 3➢ ':u"9�i° ,Y. A.'». CF1R-SRA-01 2022-01-18 10:32:21 219-P010213428D-R01001A CF1R-SRA-02 2022-01-18 10:32:21 219-P010213428D-R02001A ,( AWr ��}''Y bfclt�1h� i1i1#tPiutr '-q1� h.. 4 -.a � �, ,'-' sq,..,, tJ Yp %� ,zyyk�.a �"5�i'ey'�, I. ,."�"li U, .R �4 9C M �.Ru3rr S � i b ttP 't, trb 3➢�j.. ;'SUM ,±W. ��*4. `�^i ��9ft Y�Y .'� 3 k Aai".r' hlS�h�33 CF2R.ENV-01-E - 219-13010213428D-000-001-E01001 B-0000 Fenestration Installation 2022-01-15 09:04:37 Blair Porteous (Sagemodern) CF2R-ENV-03 E - 219-P010213428D-000-001-E03001A-0000 Insulation Installation 2022-01-15'09:04:37 Blair Porteous 4 (Sagemodern) CF2R LTG-01-E- 219-P010213428D-000-001-L01001A-0000 2022-01-15 0904:37 Blair Porteous Lighting (Sagemodem) CA Building Energy Efficiency Standards 2016 Residential Compliance.. HERS Pmridec CaICERTS Inc. Dec 2015 CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive ( P.O. Box 1768 ( Newport Beach, CA 92658-8915 www.newportbeachca.gov ( (949) 644-3200 CONTRACTORIPROPERTY OWNER SELF -CERTIFICATION DECLARATION FOR PLUMBING FIXTURE REPLACEMENT Project Address:: re Date: _ 5-GZ Permit M X Z o 19 '- 3 26 S The following is to be completed by the California licensed contractor or owner, participating in the City of Newport Beach Self -Certification Program. PII ase type or print. Installer's Name: a/ih Rl*dndBn License No (if applicable) 93-4- q2� Installer's Mailing Address: 767 H 4,. J L .,. A-V Ca !'Z'sPhone#(required): 7�y tiG9 d'7S[� Installer's Email- Jil -. ci,1r toti 75 G 7 ca_ G /i'1 a, %. C e. FAX #: Installer I certify that the installation is in compliance with applicable code requirements. I further affirm that I have reviewed and understand the requirements of the applicable 2013 California Green Code and Newport Beach Municipal Code (NBMC) Section 301.1.1 and that all self -certification reports submitted will be based on the code requirements contained therein. I declare that all plumbing fixtures subject to the NBMC 301.1.1 has been replaced meeting the low flow requirements: Kitchen faucets: 1.5 gal/minute at 60 psi Shower heads: 2.0 gal/minute at 80 psi Water closet: 1.28 gal/flush Faucets: maximum flow rate of 1.5 gal/minute at 60 psi, and minimum 0.8 gal/minute at 20 psi 2 —A A Installer's Signature Date ProoettV Owner (Required) As the property owner of the project address noted above, I have read, understand and agree to participate in the Plumbing Fixture Replacement Self -Certification Program. I further understand that by participating in this program, the plumbing system will not be inspected by a City of Newport Beach Building Inspector during construction or after installation unless requested. The Building Division may request and reserves the right to verify code compliance after the installation is complete. 50 �-vC inc/c Zr C LAI& Property Owner's Signature Date 61 Print Name mall This form must be completed and returned to the City of Newport Beach, Building Division, for a final approval of the combination permit. Please return this form to the Building Division by mall or fax. Please mail to: City of Newport Beach Community Development Department Building Division P. O. Box 1768 Newport Beach, CA 92658 Forms\Contmctor-OwnerSe16CertDeclamtion-Plumbing Fixture Replacement 00/11/16 Phone: (949) 718-1888 Fax #: (949) 644-3250 CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newportbeachca.gov 1 (949) 644-3200 TEMPORARY POWER RELEASE APPLICATION (Inspection/Administrative Fee) ya 2021 COMMERCIAL: $209.00 RESIDENTIAL: NO FEE F , PROJECT: i. Q Z C7 .�Gt V OWNER'S NAME: 610 r I' or f coo& p `PHONE NO: `lt5 JOB ADDRESS: 5,02 Q Cry 1 5,gIl bO g I BUILDING PERMIT NO.(s): >S 7- Request is hereby made for the release of electrical on subject project only for the purpose of testing equipment and/or mechanical systems prior to building permit final approval. I agree that no building or structure shall be used or occupied until the Building inspector has issued a building permit final approval or Certificate of Occupancy. Moving in furniture, staging, showing for sale, or any use other than construction, shall be considered use or occupancy and a violation of this agreement (CBC 111.1). Furthermore, it is not our intent to use or occupy this building until all City regulations and conditions concerning this building have been complied with, and it is understood and agreed that the City of Newport Beach is hereby authorized to order disconnect of service without notification for any violation of the above conditions prior to final approval or Certificate of Occupancy. OWNER or TENANT SIGNATURE PRINT name of owner or tenant: TE: IZ 61Z J _ #: CONTRACTOR SIGNATURE: _ _ _ DATE: PRINT name of contractor: _ j� �5�-�_� _ _ PHONE #: (for office use only) APPROVED BY: (JTE, I �` I Z 6 1-14 BiRlding Inspector Da e Forms\TEMPORARY POWER RELEASE APPLICATION. 07/01/2021 DAY ,: DATE engineering geotechnical PROJECT NAME PROJECT NO. applicatioVENGINEER / cIT• C071SliltAii�'S NT/FOREPERSON FIELD REPORT S) TO: File EQUIPMENT ON SITE PERSONNEL,ON SITE + TYPE OF ❑ Soils ❑ Structural Steel Assembly INSPECTION ❑ Reinforced Concrete ❑ Drainage REQUIRED ❑ Reinforced Masonry ❑ Asphalt SUMMARY OF OBSERVATIONS AND/OR DISCUSSIONS: ❑ Quality Control ❑ Epoxy "a TESTS PERFORMED: CYLINDERS: RECOMMENDATIONS: SIGNATURE, TITLE (POSITION) PERSONNEL ON SITE ARRIVAL DEPARTURE TIME ON TRAVEL SUBTOTAL .+ SIGNATURE OF SUPERINTENDENT, TITLE (POSITION) I �} , EGA CONSULTANTS 375-C Monte VistaAvenue Costa Mesa, CA92627 TOTAL HRS (949)642-9309 (4 HR. MIN.) FAX (949) 642-1290 Plan North Engineers 250 Bobwhite Ct Ste 130 Boise, ID 83706 Monday, November 30, 2020 Jon Somich Sagemodem 65 Annie Street San Francisco, CA 94105 Subject: 502 Balboa Masonry Wall Reinforcing Revision Dear Jon, As discussed by phone on 11/24/2020, it is acceptable to provide (1) #4 horizontal bar at 24" OC in lieu of (2) horizontal bars at 48" OC, as required by Keynote 03 on sheet 5100. Please let me know if you have any additional questions. Sincerely, David M Fulton, P.E. Principal and Owner of Plan North Engineers (208)412-8744 david@plan-north.com Attachments: None consultants FIELD engineering geotechnical applications REPORT DAY i rtuIs J /V-v 2.n.a p PROJECT NAME PROJECT NO. PERSONNEL ON SITE TYPE OF ( M Soils ❑ Structural Steel Assembly ❑ Quality Control - INSPECTION O Reinforced Concrete ❑ Drainage ❑ Epoxy REQUIRED rl ael.,r--A ee.....,.,, n A__�_i. SUMMARY OF OBSERVATIONS AND/OR DISCUSSIONS: y S r j )c 7b A 5E/L✓G� /�y p Crfera �DI.✓�-c%till Cr- C,4. 1�i-4 V Aiac f NEW-r.�ir.�iJfii7on/ C'-✓I�iLr<iPl1-r? IS J-4 /= q 'cr 3/N " G+2r l S /i�c./� 20 ,o ,��c 2wt-r.J g f 3- Z1 rc ✓15cuer-i P LA-, it c m,RF 2c a,,l 7- S,Mvi�k him r J�osL /t yg-7 ✓/u Rao.., � � F.�Tr=�oa.rc�.-✓rz P�-2zP%aT� ru�.n-➢n 'tom+ Paurc o�.9.5 TESTS PERFORMED: CYLINDERS: RECOMMENDATIONS: PERSONNEL ON SITE WL. SIGNATURE OF SUPERINTENDENT, TITLE (POSITION) EGA CONSULTANTS y375-CMonte Vista Avenue Costa Mesa, CA92627 TOTAL HRS (949)642-9309 (4 HR. MIN.) FAX (949) 642-1290 engineering DAY N>� DATEZb oeT-2a7- ® geotechnical PROJECT NAME PROJECT NO. applications L ATION CITY consultants z L'• SUP ERINTENDENT/FOR EPERSON FIELD REPORT CONTRACTORS 6'-e,e, ENGINEER TO: File EO PIMENTO SI�E F'vc/f PERSONNEL ON SITE TYPE OF ❑ Soils O Structural Steel Assembly ❑ Quality Control INSPECTION ❑ Reinforced Concrete ❑ Drainage ❑ Epoxy REQUIRED ❑ Reinforced Masonry ❑ Asohalt ❑ Other SUMMARY OF OBSERVATIONS AND/OR DISCUSSIONS: �)yil g 1 c 7 0g 5 �c y Gym Bow . sf lc-oo T) 01, 7 ,� r��s foe ��w Fo4.vogpi f Fwz A41xr-6 �c�c >r�i( aP✓M Win-. 'q� <'t' �x,�-Ii�y+�-r.-o � �L✓1>-vS /!-1.�- f4-12.iz/ts �� foFl Te�u c P�� cKM 7 b Fn fh�S IA_W Wy(7 Ili I, A4 L Av-6 7neio cgcc raPr(LOt/g�N Ai&zvil A �a 7r C%/..✓!c�%'Z-. TESTS PERFORMED: / CYLINDERS: RECOMMENDATIONS: PERSONNEL ON SITE / ARRIVAL /DEPARTURE/ TISREN / TRAVEL /SUBTOTAL TITLE (POSITION) / / EGA CONSULTANTS 375-C Monte Vista Avenue Costa Mesa, CA92627 TOTAL HRS (949)642-9309 (4 HR. MIN.) FAX (949) 642-1290 CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 926588915 www.newportbeachca.gov 1 (949) 644-3200 SETBACKS AND TOP OF SLAWFLOOR ELEVATION CERTIFICATE The purpose of this certificate is to insure that the structure is located properly on site per the approved drawings. This certificate also verifies the top of slab/floor elevation noted on the approved drawings. After the top of slab/floor elevation is verified to match the elevation specified on the approved drawings, the contractor and inspector can measure the height of the structure to the top of slab/floor to verify that it is equal or less than the dimension shown on building sections and elevations. This form must be filled out by a registered surveyor or civil engineer authorized to perform surveys. The survey must be done after the concrete forms are in place or preferable after the concrete slab is poured or raised floor is built, but prior to starting wall framing. 8549 PLS Scott Sturm, PLS Engineer/Surveyor's Name Aaron Albertson, P.E. License # 65513 RCE Engineer/Surveyor's Address 4121 Westerly Place, Suite 112, Newport Beach, CA 92660 Job Address 502 and 504 W. Balboa Newport Beach Setbacks: Sketch a site plan and specify surveyed setbacks (use back page). * Top of slab/floor elevation: 504= 9.30FFE plan. Field shot=+-9.30 502 = 9.26 FFE plan. Field shot-9.27+- * If slab/floor elevation varies, sketch a plan or section through slab on the back page and specify the elevations. Use same datum used in the survey of record. I certify that the setbacks are ®, are not ❑ from plans: per City approved plans. Describe any deviations I certify that top of slab/floor elevation(s) is ®, is not ❑, per City approved drawings. Describe any deviations from plans: Vertical elevations of the plan are within industry standard accepted range to meet approved precise grading plan. within 0.0V of proposed FFE. 12/12/2020 Date Forms/SetbacksandTopofSlabElevationCert. Engineer/Surveyor's stamp and signature NO. 65513 Z EV. 9/30/21 CIVIL CAL CORNER RECORD Agencylndex Document Number 2020-0539 City of NEWPORT BEACH County of ORANGE , California Brief Legal Description LOTS 20-21, BLOCK 3, MAP OF EAST NEWPORT, M.M. 3/37 CORNFR TYPF rnnonrnieroe In-,;. --I% PLS Act Ref.: ® 8765(d) 08771 ® 8773 ® Other: Corner/ ® Left as found ❑ Established Rebuilt ® Pre -Construction Monument: ❑ Found and tagged M Reestablished Referenced ® Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: 0 See sheet #2 for description(s): SEE SHEET 2 SURVEYOR'S STATEMENT �A! I-,l This Corner Record was prepared by me or under my direction in conformance with v o�J� t ST(//P the Professional Land Surveyors' Act on March 3, 2020 u PLS IVo.65ArJ Signed P.L.S. ePPP@-& No. PLS 8549 , COUNTY SURVEYOR'S STATEMENT This Corner Record was received MARCH 3, 2020 and examined arid -filed JUNE 18, 2020 Signed NL�� P.L.S. eribEE No. Title COUNTY SURVEYOR County Surveyor's Comment 6617 OLAND SU"" r N A k'�. NO. 6617 \FOF CAS;FO�S BPELSG.2016 Page 102 cucu-uasy 0• WmO=D H H w��W to ZZ 00=mtn ' p p SO A r D 0 p> n rn m Co m 0 0 CNN MKomz m fA-n oK 0y L) m UlMp oWWm O m Z 0 / X 0> Z a m m o o O I-i C z> Z o 02r7m 0-qm o DG7� N D -ltnll r o�, M Er)p lac Mm—I QI rnmC > U) v emu to O A HDD M �'/ Ai 3E tO c mr� -Nij� G —I tell 33 n- m mE N 80' wml Z 2 Ntt 4g E V p - 80.00, 307 \- 3 v o FO O �I O O 541UND BEAD. X 2007--0021 R CR 2003 UFFET ON PL 0340 AND CR IS`AND ANENs e., 2 0 Z O c ° 99 Xo r .N O D d -2 08D m° DOAZ ��0pDO0 ~ V O � Q 70'R1 m i Nit 15� 2,0— 1 70'R7 � 1 �v m ws O J p O Nit 45 70R1 ru gm Zi° o� 70'R `c , 10, w 0 0 o p 0 N m O oA0 o;u-n MOM I to 0 A Z o-0 BPELSG-2016 Page 2012 consultants engineering geotechnical applications CITY OF NEWPORT BEACH October 25, 2020 Building Department Project No. SM120.2 100 Civic Center Drive Newport Beach, CA 92660 Subject: COMPACTION REPORT FOR PLACEMENT OF FILL FOR PROPOSED LIVE/WORK (Mixed Use) DEVELOPMENT LOCATED AT 502 W. BALBOA BOULEVARD NEWPORT BEACH, CALIFORNIA City of Newport Beach Grading/Building Permit #: X2019-3266 Associated References: 1. "Geotechnical Investigation for Proposed Live/work (Mixed Use) Development Located at 502 W. Balboa Boulevard, Newport Beach, California,' by EGA Consultants, Inc., dated July 9, 2018. 2. "Structural Plan, Live/Work Lofts, 502 W. Balboa Blvd., Newport Beach, CA," by Plan North Engineers, dated December 10, 2019, updated February 27, 2020. 3. 'Precise Grading Plan, 502 W. Balboa Blvd., Newport Beach, California," by Commercial Development Resources, dated February 1, 2020, 4. "Response to Geotechncial 2nd Review City Comments dated 10/25/19 & 1127/20 for Proposed Live/Work (Mixed Use) Development Located at 502 W. Balboa Boulevard, Newport Beach, California," by EGA Consultants, Inc., dated February 28, 2020. To City Building/Grading Officials: In accordance with the City of Newport Beach building requirements, we are submitting this compaction report for the grading of the subject building pad. This report includes the test results performed at the subject lot during the placement of on -site soil material in the area of the proposed building pad. The site earthworks operations were performed by the sub- contractor, Tight Quarters, Inc. Excavation and grading of the subject lot commenced on September 16, 2020 and was complete by September 25, 2020. Prior to grading, temporary shoring was installed in accordance with the above referenced precise grading plan (see Reference 3 above). The pipe and board shoring was installed by Tight Quarters, Inc. and field -verified by EGA Consultants. To date, site grading included the removal of the upper 2Y2 feet of the old fill and native material, including 6 inches of scarification, located within the limits of the proposed building pad. The lot was roughly divided into front and rear halves; excavated, and recompacted to bring the entire lot to finished subgrade. One Kubota SVL 90-2 track loader was utilized for the purpose of compaction and grading control. On -site soils were moisture treated via a 2-inch diameter water hose during the grading process to bring the moisture content to near -optimum. For cohesion -treatment, 3 (three) pallets Portland Cement were blended into the newly -placed fill. Each pallet contains 40 bags dry mix, each weighing 94 pounds and approximately 1.33 cubic yards. Prior to the placement of fill, the excavation bottoms were inspected and approved by a Certified Engineering Geologist employed by EGA Consultants. The exposed surface was scarified, moisture conditioned and recompacted to a minimum of 90% relative compaction. Field density test results are tabulated on Table 1, Summary of Field Density Tests, 375-C Monte Vista Avenue • Costa Mesa, CA 92627 • (949) 642-9309 • FAX (949) 642-1290 All earthwork operations were performed under continuous observations by this firm and were performed in accordance with geotechnical specifications outlined in the soils report by EGA Consultants, Inc., dated July 9, 2018. The building pad was graded in accordance with the 2019 CBC and the City of Newport Beach Building standards and are approved for construction. Based on our continuous observations and testing, the subject and adjacent sites are not impacted by the site grading operations to date. This report includes the test results performed at the subject site during the placement of on - site soil material in the area of the proposed building pad. Additional observations and testing are required in areas to receive exterior improvements (driveway approach, flatwork, etc.) capillary break, and utility trench backfill. I certify that all rough grading work was done in compliance with the above -referenced Soils Report and the work complies with City of Newport Beach grading regulations. All soils values and geotechnical specifications outlined in the above -referenced soils report remain valid. This opportunity to be of service is appreciated. If you have any questions, please call. Very truly yours, EGA Consultants, Inc. DAVID A. WORTHINGTON CEG 2124 Principal Engineering Geologist Cc: (1)Addressee (i) Sage Modern, fnc., Attn: Jon Somitch PAD CERTIFICATION REPORT: 502 W. Balboa Blvd., Newport Beach, CA Project No. SM120.2 October 25, 2020 i David A. Worthington No. CEG2124 CEMED alvi ENGINEERING / TABLE 1 SUMMARY OF MOISTURE DENSITY RELATIONSHIPS (ASTM: D1555) Sample Depth Dry Moisture Maximum Optimum Relative Number/ Below Density Content Density Moisture Compaction Location Grade (PCF) N (PCF) N N ft FD-1 2.5 101.7 11.7 112.0 10.5 91 SWC of Bldg. Pad FD-2 2.0 102.6 11.5 112.0 10.5 92, S. Central Bldg. Pad FD-3 1.5 105.0 11.8 112.0 10.5 94 SEC of Bldg. Pad FD-4 0.5 103.8 11.6 112.0 10.5 93 Central Bldg Pad FD-5 2.5 102.7 11.7 112.0 10.5 92 NEC of Bldg. Pad FD-6 2.0 103.9 11.5 112.0 10.5 93 NW Edge Bldg. Pad FD-7 1.0 101.8 11.9 112.0 10.5 91 N. Central Bldg Pad FD-8 FG 103.9 11.8 112.0 10.5 93 NWC of Bldg Pad FD-9 FG 105.0 11.7 112.0 10.5 94 NEC of Bldg Pad FD-10 FG 103.8 11.5 112.0 10.5 93 SEC Bldg. Pad FD-11 FG 106.1 11.5 112.0 10.5 95 SWC Bldg. Pad rD = Fieia Density Test "FG" = Finish Grade (Ground Level Pad) PAD CERTIFICATION REPORT: 502 W. Balboa Blvd., Newport Beach, CA Project No. SM120.2 October 25, 2020 TABLE 2 SUMMARY OF MAXIMUM DENSITY TEST (ASTM D 1557) Sample Maximum Optimum Location Density Moisture Pc Fill/Native - Beach Sands 112.0 10.5 Per soils report dated July 9, 2018 PAD CERTIFICATION REPORT: 502 W. Balboa Blvd., Newport Beach, CA Project No. SM120.2 October 25, 2020