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HomeMy WebLinkAboutX2016-1179 - MiscV016s 1► q 511 Hazel Dr ��� V' C Uln c)k� �5�-At AAQ�QJQY. v -Q, I�D- 4yl f lieved � 5 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 X2016-!!79 541 Alel Dr PRE -GRADE MEETING AGREEMENT DATE: 2-A 2//4 JOBADDRESS: 5-11 ZGf 2G/ 1. The grading plan check number for this site is and will be referred to in all reports, certifications and correspondence. 2. STOP ORDERS Whenever any work is being done contrary to the provisions of the City Codes, the Chief Building Official or his authorized representative may order the work stopped by notice in writing served on any persons engaged in the doing or causing such work to be done and any such persons shall forthwith stop such work until authorized by the Chief Building Official to proceed with the work. 3. The stamped set of approved plans shall be on the job site at all times. 4. NOTIFICATION OF NONCOMPLIANCE If, in the course of fulfilling their responsibilities, the civil engineer, surveyor, the soils engineer, the engineering geologist or the testing agent 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 Division. Recommendations for corrective measures, if necessary, shall be submitted to the Building Division for approval. 5. When import or export of materials is required; haul routes to and from the site shall be approved by the City Traffic Engineer and hauling procedures shall be in accordance with Chapter 15 of the Newport Beach Municipal Code (NBMC). Contractor shall use Best Management Practices (BMP's) to insure that all water quality issues are addressed. 6. Between October 1 and April 30, erosion control BMP measures shall be in place. During the remainder of the year dry season wind erosion BMP's (dust control) shall be implemented. Sediment control BMP's shall be installed and maintained at all operational storm drain inlets internal to the project. BMP's to control off-site sediment tracking shall be implemented and maintained. Appropriate BMP's to prevent contamination of stormwater from construction activities shall be implemented. A "weather triggered" action plan and the ability to deploy BMP's to protect all exposed portions of the site within 48 -hours when the National Weather Service forecasts a 50% or greater chance of rain. 7. All fills shall be compacted throughout to a minimum of 90 percent compaction as determined by ASTM test method 1557 and approved by the soils engineer. Compaction tests shall be performed according to the preliminary soils report. 8. All trench (including interior and exterior utility trenches) and retaining wall backfill shall be compacted throughout to a minimum of 90 percent relative compaction and approved by the soils engineer. 9. Whenever work on which required inspectionitesting is covered by additional work without first being inspected/tested, the Chief Building Official shall require by written notice that the work be exposed for examination. The work of exposing and recovering shall not entail or be subject to expense to the City of Newport Beach and will be the sole expense of the Permittee. 10. Landscaping of all slopes and pads shall be in accordance with 15.10.130 of the NBMC. 11. Approved drainage provisions shall be used to protect adjoining properties during the grading operation. 12. The permittee or his agent shall notify the Building Division when the grading operation is ready for each of the following inspections: a. PRE -GRADE MEETING When the permittee is ready to begin work, but not less than two days before any grading or brushing is started. b. DRAINAGE DEVICE INSPECTION After forming of terrace drains, down drains or after placement of pipe in subdrains, but before any concrete or filter material is placed. C. d. ROUGH GRADING When all rough grading has been completed, the rough grade report shall be provided to the Building Inspector at foundation inspection or sooner based on the Building Inspector's discretion. e. FINAL When all work, including installation of all drainage structures and other protective devices, has been completed and the as -graded plan, professional approvals and the required reports have been submitted. 13. All footing excavations, slab on grade areas and subdrains shall be inspected and approved by the Geotechnical Engineer or Engineering Geologist. Written approval shall be submitted to the Building Inspector. 14. Prior to the start of grading, all permanent property corner monuments shall be in place. Prior to any foundation inspections, proof of recordation of the "corner record" or "record of survey" with the County of Orange shall be provided. 15. The undersigned acknowledge a copy of the above and agree to comply with the Grading Code of the City of Newport Beach, the recommendations of the project soils report and any special requirements of the permit. 16. Prior to foundation inspection a Line and Grade Certificate Form must signed and stamped by the surveyor of record and submitted to the building inspector. A Structural Observation Report may be required. 17. All parties listed below must be present for the pregrade meeting unless approved by the building inspector. OWNER/CONTRACTO 1\l t1-dE51GN CIVILENGR.: By -1-r—By: Address: X'L-14b Address: Telephone:Lf 6ESVn-.Aelze " `�?�1 Telephone: ALA/ GEOTECHNICAL ENGINEER: , GEOLOGIST.: By: > . By: Address: Address: Telephone: Telephone: GRADING CONTR.: COORDINATOR: By: By: Address: Address: Telephone: Telephone: NEWPORT BEACH REPRESENTATIVE: PHONE t#: INSPECTION REQUESTS: (949) 644-3255 Newport Beach Construction Hours: Monday through Friday: 7:00 a.m. to 6:30 p.m. Saturdays: 8:OO a.m. to 6:00 p.m. No work on Sundays and Holidays Forms\pregmde meeting agreement 8-12 CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVIISION 100 Civic Center Drive I P.O. Box 17681 Newport Beach, CA 926588915 www.newportbeachca cloy 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 tostarting 'wall framing. Engineer/Surveyor's Name AF - mJ ' RG' w a jl License # 4S 0 9 Engineer/Surveyor's AddressS 7 5*0 Dtu� S/osr/ -51- 2. -4p3 5 Job Address '� �jAz&- n lV c..pa�p �3"-R {-4 Setbacks: Sketch a site plan and specify surveyed setbacks (use back page). * Top of slab/floor elevation: 143-06", * 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 1f, are not U. per City approved plans. Describe any deviations from plans: I certify that top of slab/floor elevation(s) is 0, is not ❑, per City approved drawings. Describe any deviations from plans: 3-9-)-7 Date Folin slSetbacksand'ropoiSlabr.levati onCen. ALFRED J. stamp and signat11 Exp oq-30-L7 11 \\ NO. 6999 'k:%V.P(jAh.CITY OF NEWPORT BEACH r n` COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 926588915 www.newportbeachca oov (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. Engineer/Surveyor's Name �llFml Tt.. a I' License # 4S 09 9 Engineer/Surveyor's Address- 9750 PZVWo.�l e. Job Address 5"T U4 Z&- 2 /V6o-'po¢T %3"ck C/-} Setbacks: Sketch a site plan and specify surveyed setbacks (use back page). * Top of slab/floor elevation: 1 43 o4� * 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 9, are not ❑, per City approved plans. Describe any deviations from plans: 1 certify that top of slab/floor elevation(s) is 21, is not ❑, per City approved drawings. Describe any deviations from plans: 3 -9 -)'7 Date Forms/Setback,and'ropolSlab FlevnrionCen. ALFRED J. s stamp and signat(j`�( Uxe 09.30-17 \ NO 6999 i� POPPY AVE o, 3 0 0 N N 0 O IF 0 0 0 D N39038'00"E 50 "o ltl 00 C O CD (U N 0 O 117 Z hyo• 1 So DEPUTY 1 INSPECTION 1-800-DEPUTY1 Gen Comr: Owner/Builder Sub Comr: Report of Special Inspection Project Name Address: Edwards Res / 541 Hazel lir Permit Number: X2017-1563 Inspection Type(s)- R ,Simpson HD anchoxs Inspection Date(s) 7/19/2017 [ ] Periodic [ ] Continuous Describe Inspection Made, including Locations: d)haerved the nlanement of Simpson SFT -XP epnxX with (25) threaded rod anohor holts with R" embed -Had the contractor remove and reinstall the 4/9" 1 h" and 5/8" Simpson T1TFN Fns screws for the z ledgers and t.t7i1M atran for the 3-119"xl 1-1 /4" LSL heam for size verification List Tests Made: Total Inspection Time Each Day: List Items Requiring Correction, include uncorrected items previously listed Comments To the best of my kn'ow#dge, the work imspected was in accordance with the Building Department appr ved desi drawings, specifications and applicable workmanship provisions bf t13e U B ept as noted above. Signed: \ Date Print Full Name: Chad Brummel Registration No NB -411 FORM S1-02, 90 DEPUTY I INSPECTION I-800-DEPPTY1 Gen Cone ',-1 k Sub -Conor LL _� Report of Special Inspection Project Name & Address Permit Number Inspection Type(s) 7- Inspection Date(s) ) Periodic. Continuous Pescrie Inspection Made, including Locations- 6"") l� ('7 ;G List Tests Made: 3. Total Inspection Time Each Day: List Items Requiring Correction, include uncorrected items Comments. To the best of my knowledge, the work inspected was in accordance with the Building Department approved design drawings, specifications and applicable workmanship provisions of the U.B.C. except as noted above. Signed: -- ---- I YL Date Print Full Name: ... Registration No. FORM SI -02190 I CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT D � BUILDINGDIVISION 100 Civic Center Drive I P.O. Box 17681 Newport Beach, CA 92658-8915 www.newnortbeachca.aov 1 (949) 644-3200 Structural Observation Report &r#&�;qZI Project Address: Report te: CNB Inspector Name: CNB Permll.* _ "'4V � 3 I17 VYConventionai Focffn s & Slab R .. Building Owner Name: Owner's Mailing Address Qf different from site); Owners Telephone &: CNB Plan Check u: rye ✓t � is!)WAP-05 ❑ Masonry ❑ Concrete 0,76,0..201 & Full Name of Suuctuml Observer (SO): wit✓+� 1IaGlMl+vusHr>7A�ut��oU✓fs SO E-mail Address: SO Telephone #: 4�iSZ-l6J`L SO License/ Reg. #: e®422&� rti-I PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED check applicable boxes FOUNDATIONS SHEAR WALLS FRAMES DIAPi�RAGMS � Ftoor/Roo INDICATE LOCATION(S) OBSERVED DATE OBSERVED VYConventionai Focffn s & Slab ❑ Concrete ❑ Steel O Concrete ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑. Steel Deck ❑ Caissons, ales, Grade Beams ❑ Wood or Manuf. Shear Panels ❑ Masonry ❑ Wood ❑ Other. ❑ Other: ❑ Other: ❑ Other: ViTEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: ❑ REPORT CONTINUED ON ATTACHED PAGES. Q 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 constructlon stage to verify that the structure is in general conformance with the approved construction documents; 3. I understand that all deficiencies which I have documented must be corrected, prior to final acceptence.of the structural systems by the City of Newport Beach, Building Division. 6t4• Sj3!! 3jJ'1%ri STAMP OF STRUCTURAL. OBSERVER STRUCTURAL OBSERVATION DOES 140TWAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. Fe„n,l5,rvnu�alokm•vnnrWport& I,u,rvgioss COMMUNITY DEVELOPMENT DEPARTMENT )BTl1t) DI NG DMSION 100 CIVIC Center Drive 1 P.O. Sox 17681 Newport Beach, CA 92658-8915 www:newDortbeachca.aov 1 (949) 6443200 BAR 0'3 ql-c7 Project Addreaa: RepanD�ayte• y 17 CNB Inspector Name: CNB Permit #7 Building OwnerNema:� Owner's Melling Address (N dNlerent from site); Owner's Telephone #: CNB Plan Check #: A D Concrete ��mm/�� /�� Full Nameof 8aucteral O¢server (80): SO Eanall Address: 80 Telephone fr 80 IJcense I Reg-* Mj+�Y+Y/4&!2e—c*%vlx lif lj %$•Z—l�Pi _ 4P42 Z�9-3 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED (check awullcobte boxes) FOUNDATIONS SHEAR WALLS FRAMES DIAPORAGMS (Plo&IRooU INDICATE LOCATION(S) OBSERVED DATE OBSERVED aal lab Q ConventionZZ ❑ Concrete ❑ Steel D Concrete ��mm/�� /�� ❑ Mat Foundation, Prestressed Concrete ❑ Masonry Cl Concrete © Steel Deck%i•— • Ceissons. Plies, Grade Beams Q Wood or Manuf. Shear Panels CI Masonry 17 Wood ❑ Other. 0 Other. ❑ Other: ❑ Other: KTEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: ' ❑ REPORT CONTINUED ON ATTACHED PAGES. FINAL STRVCTNRAL 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: I. I am the Itcensed 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; s. 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 Division. 7 .1l7 STAMP OF STRUCTURAL. OBSERVER STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. FwmAFrvnurilObtrvuApiRgwrtGrncpunlmu X2016-1176 511 gaze Dv PROFESSIONAL ENGINEERS CONSULTING, Inc. GEOTECHNICAL ENVIRONMENTAL TESTING INSPECTION 25421 Trabuco Rd. #105 Lake Forest CA 92630 Phone 949-768-3693 peci@cox.net 27636 Ynez Road, # L7 Temecula CA 92591 Phone 951-698-4598 www.pesoil.com DAILY FIELD MEMO PROJECT: �/. %/ c CLIENT: C7/` mg— E46/4" 1 PAGE # SITE SUBJECT: D te/Time Actilvity 2 aG e Cr/o7 y 4' CR2-- /tea, r{i"Lr4 '%/� G✓tcL /vl U/C.r3 i 6� av2 i (�5 SL3 f✓ 7 � / � t r '2- ZL 2- I',, 3 2 41f 'f S � fv 22/ so)9Q�QfSS/p�q! va COT No. 51711no �cc 6/30/18 * Exp. - tM <P/9r CIV ��P Q , -,: FIELD ENGINEER: . A C, {1 ,Y/0 Inspections are in accordance with generally accepted practice in engineering geology field. They are based on the actual surface and subsurface conditions, our present state of geotechnical/geologic knowledge, and approved plans provided by the client. No further warranty is offered or implied. Further inspection may be needed per city requirements. Should there be any changes, our firm must be notified immediately or we take no responsibility PROFESSIONAL ENGINEERS CONSULTING, Inc. GEOTECHNICAL ENVIRONMENTAL TESTING .INSPECTION 13422 Trabuco Rd. #105 Lake Forest CA 92630 Phone 949-768-3693 peci@cox.net 27636 Ynez Road, # L7 Temecula CA 91591 Phone 951-698-4598 www.pesoil.com DAILY FIELD MEMO PROJECT: 4M IO, -TMA CLIENT: PAGE SITE LOCATION: -51+1 Ti 44aa jn�PV ;2- kCls SUBJECT: T✓� /n/ 7`t`�`� Date/Time Activity v � ,2a.✓eHz Com. C ..�.t✓ G T �l✓c.:��5 � � v QAOFESS/p+V �i..No. 51711 rn 6130118 Z FIELD ENGINEER: Inspections are in accordance with generally accepted practice in engineering geology field. They are based on the actual surface and subsurface conditions, our present state of geotechnical/geologic knowledge, and approved plans provided by the client. No further warranty is offered or implied. Further inspection may be needed per city requirements. Should there be any changes, our firm must be notified immediately or we take no responsibility 5N1 Hazel Dr DAVID A. PURKIS, PE Consulting Civil Engineer PROJECT MEMO JOB NO.: CLIENT/PROJECT: DATE: 16-3559 Edwards 1-30-17 JOB ADDRESS: CITY: 541 Hazel Dr. Corona del Mar ITEM: Structural Observation of Shoring/Wall Support Wide Flanges The seven soldier pile steel wide flanges for the proposed retaining wall with integrated temporary shoring at the subject site are in accordance with the project plans by this office and are suitable from a structural viewpoint. Furthermore, it is our understanding that the proposed structure walls will be detached from the retaining wall (located just inside the retaining walls) and founded on shallow footings. Such a construction has no impact on the proposed retaining wall/shoring designed by this office and the project plans and details depicted on sheets TS -1 through TS -4 remain appropriate from a structural viewpoint. C Davi A. Purkis, PE Civil Engineer (RCE42810) No. 42810 Exp: 3.31-18 32521 Carreterra Drive, San Juan Capistrano, CA 92675 • 949.661.6351 • fax 949.661.1562 DAVID A. PURKIS, PE Consulting Civil Engineer PROJECT MEMO JOB NO.: CLIENUPROJECT: DATE: 16-3559 Edwards 2-9-17 JOB ADDRESS: CITY: 541 Hazel Dr. Corona del Mar ITEM: Structural Observation of Wall Stem Review of wall stem components at the subject site indicates that they are in general accordance with the project plans by this office and are suitable from a structural viewpoint. Added lateral reinforcement to develop required lap splices and connection to support piles occurs at certain locations per requirements of this office. The wall stem is approved for concrete placement from a structural viewpoint. 09 c PA' David A. Purkis, PE Civil Engineer (RCE42810) A. No. 42810 Exp: 3-31-18 32521 Carreterra Drive, San Juan Capistrano, CA 92675 •949.661.6351 • fax 949.661.1562 DAVID A. PDMS, PE Consulting Civil Engineer PROJECT MEMO JOB NO.: CLIENUPROJECT: DATE: 16-3559 Edwards 2-15-17 JOB ADDRESS: CITY: 541 Hazel Dr. Corona del Mar rrEM: Structural Observation of Wall Stem Waterproofing Review of wall stem waterproofmg elements (MiraClay and MiraDri) at the subject site indicate that they are in general accordance with the project plans by this office and are suitable from a structural viewpoint. The elements were reviewed at the site on March 9, 2017. David A. Purkis, PE Civil Engineer (RCE42810) A. No. 42810 Exp: 3-51-18 32521 Carreterra Drive, San Juan Capistrano, CA 92675 •949.661.6381 • fax 949.661.1562 X2016-f17R 541 Nazel pr l 149 °f l o zo �i So Cal Engineering 5750 Division St. - Suite 203 Riverside, CA 92506 March 8, 2017 Phone 951.787.0427 al@socalengineering.com We checked location of the forms for 541 Hazel Dr Newport Beach and I certify that the forms conform to the setbacks shown on the plan prepared by Cynthia Childs, Architect sheet A-1. The front setback is 107' and the side setback is 4'0". The elevation of the top of form is 143.00 per sheet A-8. If you have any questions please feel free to contact me. Thank you, Alfred Thelwell Licensed California Surveyor March 13, 2019 Steven Edwards 541 Hazel Drive Newport Beach, CA 92625 Reference: 541Hazel Drive, Newport Beach, CA 92625 Serial no.: LAS 70528 To Whom It May Concern: X=6417q 511l 14azel 1 -)r - March -)r All installations performed by Residential Elevators, LLC conform to "ASME/ANSI,A- 17.1 National Safety Codes for Elevators —Section 5.3 Private Residence Elevators", All equipm�nt utilized In the above referenced installation meets or exceeds the requirements of ASME A-17.1 Part '5 code for residential elevators. Any questions concerning this matter can be forwarded to Residential Elevators. Thank You, Robert Eaton Residential Elevators Technical and R&D' Manager (800) 832-2004 Ext. 284 reatffi&esdentialelevators.com 20 Residential Cir., Crawfordville, FL 32327 Toll Free #: 1 - 800 - 832 — 2004 Fax #/ 1 850 m 926 -. 5319 www.residetitialelevators.com