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F2017-0590 - Permits
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Box 17681 Newport Beach, CA 92658-8915 vNnv newoortbeachca aov 1 (949) 644-3200 PRE -GRADE MEETING AGREEMENT DATE: 6 3v JOB ADDRESS: _ �7iO>b I `f- r'(. H3 J t 1. The grading plan check number for this site is 20f� LL(Fi7nd 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 inspection/testing 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 eaan of the following inspections: , a. PRE -GRADE MEETING When the permittee is ready to begin work, but not less than two days beige any grading or brushing is started.. b. DRAINAGE DEVICE INSPECTION After forming of tetrace drains, down drains or after placement of pipe in subdrains, but before any concrete or filter material is placed. c. SPECIAL 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 I, 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. Priorto foundation inspection a Line and Grade Certificate Form.must signed and stamped by the surveyor of . . _ ,: r, __.2a -_b nL.-.C:�,..6.....Aannrf rtiaV fin_ frP_awred.' . ' CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 i Newport Beach, CA 92658-8915 www.newi)ortbeachca.gov i (949) 644-3200 PRE -GRADE MEETING AGREEMENT DATE: 6 36 JOB ADDRESS: 3 Z 6 i'• - r c.�j 1. The grading plan check number for this site is)QoI'S -Tl 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 inspection/testing 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 re; following inspections: ti ,41, a. PRE -GRADE MEETING When the permittee is ready to begin work, but not leas than two c or brushing is started/' ; forming of terrace drains, down drains or Aker pl b. DRAIN�GE DEVICE INSPECTION Aftersubdrains, but before any concrete or filter' material is placed. ` c. SPECIAL 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. Pnor to any fo1.undation 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 iri'speotion a Line and Grade -Certificate Form must signed .arid stamped by the surveyor of record and submitted to11116 building1nspector. `A Structural Observation Report may be r'equir`ed. ". 17. All parties listed below must be present for the pregrade meeting unless approved by th'e building Inspector.' OWNER/CONTRACT R: OWyIP ✓ US�a ��, ��; DESIGN CIVIL ENGR.: --� g By. ,' i By.2/ Address: V41, her, e441 Address: t , 6 Telephone: k-iZ'YS/k'' Telephone: GEOTECHNICAL ENGINEER: GEOLOGIST.: By: GHLN7 >� By: Address: $auLiSP/C IkVE OAS Address: Telephone: /G,N/h,1VJD t 9 �� Telephone: qoq-6�17 -GISA GRADINGCONTR.: SY'F i0` G9'Ir/@Z ��nttD �/o(dCOORDINATOR: By: Address: z Telephone: 62626 By: A. Address: Telephone: NEWPORT BEACH REPRESENTATIVE: G �` �-.1 < ^.✓� ` PHONE tf: "1 INSPECTION REQUESTS: (949) 644.3255 Newport Beach Construction Hours: + , �f Monday through Friday: 7:00 a:m. to 6:30 p.m. Saturdays,,.( 8:00i m to 6t00 p.m,, , No work on Sundays and Holidays Farms\pregrade meegrg agreement 8-12 CORNER RECORD Document Number 2016-1302 City of NEWPORT BEACH County of ORANGE California Brief Legal Description LOT 4, BLOCK 332, CANAL SECTION, M.M. 4/98 CORNER TYPE Government Corner ❑ Control ❑ Meander ❑ Property ■ Rancho ❑ Other ❑ Date of Survey 6/2016 COORDINATES (Optional) Zone NAD270 NAD830 NAD83 Epoch Elevation Vertical Datum: NGVD290 NAVD880 Units: Metric❑ Imperial❑ U.S. Survey❑ Corner — Left as found ❑ Found and tagged ❑ Established ❑ Reestablished ■ Rebuilt ❑ Identification and type of corner found; Evidence used to identify or procedure used to establish or reestablish corner: SEE SHEET 2. A description of the physical condition of the monument as found and as set or reset: SEE SHEET 2. SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professio and Surveyors' Act on DEC. 20, 2016 Signed P.L.S. No. 8516 COUNTY SURVEYOR'S STATEMENT This Corner Record was received JUN 06 2016 examined Signed Title COUNTY SURVEYOR County Surveyor's Comment MAR 17 2017 P.L.S. No. 6617 No. 8516 Exp. 12/31/16 'P. NO.6617 \F OF CAo1F Page 1 of 2 LEGEND - INDICATES FOUND MONUMENT AS NOTED. Q - INDICATES SET L,T&TG STAMPED "PLS 8516" IN WALK ❑ - INDICATES SET L,T&TG STAMPED "PLS 8516", ON TOP OF WALL BASIS OF BEARINGS: BEARINGS ARE BASED ON THE CENTERLINE OF MARCUS AVENUE BEING NORTH 37-11'30" WEST PER RECORD OF SURVEY NO. 93-1011, R.S.B. 142/7-9. Received JUN 06 2016 OC Survey 34TH STREET `•' .y du IJ _ _N52 48'30'E _ ,Q.33RD STREETP N52°4830'E ' t _N5248'30 Eto N Iq In [L04@ ly 7 IJ o v 20' 20.00' 1 1 N524830 E LLI' Co zt oMo 20' 32ND N52°5130 E MONUMENT NOTES: SCALE 1 20' O1 FD SPIKE & WASHER, "LS 4136", FLUSH, ACCEPTED AS 4. INTERSECTION, PER PARCEL MAP NO. 2005-246, P.M.B. 361/21-22. QZ FD BRASS DISK, DN. 1.0' IN WELL MONUMENT, ACCEPTED AS 4 INTERSECTION, PER PARCEL MAP NO. 2005-246, P.M.B. 361/21-22. 3O FD 44TIES, SPIKE & WASHER, "LS 4136", ACCEPTED A 4. INTERSECTION, PER PARCEL MAP NO, 2005-246, P.M.B. 361/21-22. ® FD TIES ON MANHOLE RIM, ACCEPTED A (L INTERSECTION, PER PARCEL MAP NO. 2005-246, P.M.B. 361/21-22. OS FD L,T&TG, "LS 7402", FLUSH IN WALK, PER RECORD OF SURVEY NO. 2013-1080, R.S.B. 267/42. O FD L,T&TG, "RCE 28500", FLUSH IN WALK, PER RECORD OF SURVEY NO. 2013-1080, R.S.B. 267/42. © FD NAIL & TAG, "RCE 24668", FLUSH IN WALK, PER RECORD OF SURVEY NO. 2005-1044, R.S.B. 208/1, S68-06'09"W 1.19-. 7 FD BROKEN NAIL, NO REF, S67-41'42"W 1.19'. 8 FD L,T&TG, "LS 7402", FLUSH IN WALK, NO REF, ACCEPTED AS S-LY CORNER, LOT 4, BLOCK 332, CANAL SECTION, M.M. 4/98. ESTABLISHMENT NOTES: AO SFN, ESTABLISHED BY PRORATION BETWEEN THE WLY COR, LOT 7 & THE S'LY COR, LOT 4, BLOCK 332, PER M.M. 4/98 © SFN, ESTABLISHED AT RECORD ANGLE (90°) AND DISTANCE (100') FROM MARCUS AVENUE (FORMERLY PACIFIC AVENUE), PER M.M. 4198 RECORD REFERENCES () INDICATES RECORD DATA PER CANAL SECTION, M.M. 4/98. (M&R) - MEASURED & RECORD DATA PER CANAL SECTION, M.M. 4/98 Line Table MLine/{ _. L 1 / 1@L @% 202 LOT 4 LOT 3 STREET 2 85,25' No. c.. CORNER RECORD Document Number City of NEWPORT BEACH County of ORANGE California Brief Legal Description LOT 4, BLOCK 332, CANAL SECTION M.M. 4/98 CORNER TYPE N. COORDINATES (Optional) Government Corner ❑ Control ❑ E' Zone NA0270 NAD830 Meander ❑ Property ■ NAD83 Epoch Rancho ❑ Other ❑ Elevation Vertical Datum: NGVD290 NAVD880 Date of Survey 6/2016 Units: Metric❑ Imperial❑ U.S. Survey ❑ Corner — Left as found ❑ Found and tagged ❑ Established ❑ Reestablished ■ Rebuilt ❑ Identification and type of comer found; Evidence used to identify or procedure used to establish or reestablish corner: SEE SHEET 2. A description of the physical condition of the monument as found and as set or reset: SEE SHEET 2. SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professional Land Surveyors' Act on Signed P.L.S. No. 8516 COUNTY SURVEYOR'S STATEMENT This Corner Record was received JUN 06 2016 examined and filed Signed County Surveyors Comment P.L.S. or R.C.E. No. Page 1 of 2 JUN 06 2016 CITYOW NE MVP OR T BEIA T1 COiMMUNITY DENT LOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 �rn,P,v.newoortbeachca.00v 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 Roor 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 he.ra( A 9ff-yp-w Lci^ � i % License �- 74, Z7 Engineer/Surveyor's Address (a,�}. �nC jG} �' j �e.c�h;np_, �F� c zzo Job Address 320(o Mcarcoc; Ave., Ncj-x)pc�rl e-cxc�\ , Gl\ [SetEac[ s Sketch a site plan a, nd_spzctf suiVEe (sRbacki use_back pagje ) " Top of slab!floor elevation: 5,00 (= i 6Gk I certify that the setbacks arell, are not Q, per City approved plans. Describe any deviations from plans: Q 4Y OE wew trot-'F t3�cs r h S' I certify that top of slab/floor elevation(s) is IYJ, is not ❑, per City approved drawings. Describe any deviations from plans: C 4 of Ne-wpor k •� t (Ja-rl i -.� �ie� N ),K&- i Dare OVAL LA 'nm .ardTepoNAF4 a No.7827 ?of https://outlook.live.com/mail/inbox/id/AQNIkADAwATY3Zm... CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT z. 'n BUILDING DIVISION 100 Civic Center Drive I P.O. Box 17681 Newport Beach, CA 92658-8916 wvs stew' Grtbcach,_,n- ov 1 (949) 644-3200 Structural Observation Report Project Atltlre s: v� Report DMe: �A CNB lnspedor Name: CNB Permit#: QR�L sT 7 10 Building Owner Name: owners Mailing Address (B dfferentfrom sde); Owner's Telephone #: CNB Plan Check #: Full Name of Structural Observer (SO): i//?1�EMNE t DAIJIM&ir SO E-mail Addresg p /ir�G 1 1. SO Telephone#: 91 6?20 SO Licenso/Reg.#: G 2d�25 PLEASE INDICATE STRUCTURAL FI FMFMTR AND rOMMFrTInMs naccavcn r..we.r--- ar. kl. r....._. ^FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS FloorlRoo!) INDICATE LOCATIONS) OBSERVED DATE I OBSERVED p Conventional Footings. & Slab ❑ Concrete "1 Steel ❑ Concrete C7 Mat Foundation. Prestressed Concrete El Masonry :7 Concrete 5 Steal Deck ❑ Caissons, Piles, Grade Beams ❑ Wood or Manuf. Shear PanellsQs__,�_ ❑ Masonry ❑ WoodAmm ❑ Other.nN/U- By 7 11 ❑ ITEMS CHECKED ABOVE ARE APPROVED. AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: NQTE: Pr cl OF 1Vp(NR1k?'$eAGsl:IDMIAOR krAaW,/iF/,vl�/08SEr2Y.r� Ta. p GB 4 �/A/�t,S ` ✓�•r j �DoI elehAk: 4� (� REPORT CONTINUED ON ATTACHED PAGES. FINAL STRUCTURAL OBSERVATION REPORT: The structure generallycom lies with the approved construction doeumenis and all observed deficiencies were corrected. I declare that the following statements are true to the best of my knowledge: i5 p ARClyrl,' �rq� P BEN O� b \p N it a. No. C-?GG2S \ Eyy. t11O0119 2 d+ 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 Ole required site Visits at each significant construction stage to verity 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 Ave[ acceptance of the structural systems by the City of Newport Beach, Building 1' RATURfE;i4RALOk8E SI., VER OF RECORD DATE STAMP OFSTRUC BSERVER STRUCTURAL 08SERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORN ED EMPLOYEES OF THE CRY OF NEWPORT BEACH, r n�. 17.7'.1 1,111ln.w,,"""'R „nx' \\l of 1 7/16/2019, 10:25 PM 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 Proj c reps: .,` M f n (+I y�, r S7 Repo a P I] j� v /a/ `� pf ,7� f CNB Inspector Name: CNB Permit #: Building Owner Name: Owners Mailing Address (If ddiff/erent from site); Owner's Telephone #: CNB Plan Check #: Full Nam of Str tural Observer SO): ` SO mail Address SO Telephone #: SO License / Reg. #: PLEASE INDICATE STRUCTUROI. Fi FMPWTC nnln rnrunrrrrrnhlc FOUNDATIONS - SHEAR WALLS FRAMES ........ v✓vr.��w DIAPHRAGMS (Floor/Roof) 4u¢4gG 114GYIC INDICATE LOCATION(S) OBSERVED VVRCS DATE OBSERVED ❑ Conventional Footings & Slab ❑ Concrete ❑ Steel ❑ Concrete ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck ElCaissons, Piles, Grade Beams Wood or Manuf. Shear Panels ❑Masonry ❑ Wood di ❑ Other: El Other: ❑Other: ❑ Other: ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: G�i �' �%/� "�(4, ❑ 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. 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 pproov construction documents; 3. 1 unders nd all deficiencies which I have documented must be corrected, prior to II ae pAa ce of the structural systems by the City of Newport Beach, Building �lcn% pRCHI x Q. sr�rtc OF CP���O STAMP OF STRUCTURAL OBSERVER STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. Furms�SUucNrnlObsuvutiao2eporcffiIrutructionn 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: Re op rt Datg CNB Inspector Name: Building Owner Name: N 4 � � ( Owners Mailing Address (if different from site); Owners Telephone #: I#:Ful ftPlan ('r �]Iy ru ural Observer O)!,a„ g,,q/�l ns�a 7144 p1 p720 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED h k I: bl FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (Floor/Roof) c ec app ca a INDICATE LOCATION(S) OBSERVED boxes DATE OBSERVED ❑ Conventional Footings & Slab ❑ Concrete ❑ Steel ❑ Concrete ❑ Mat Foundation, Prestressed Concrete Cl Masonry ❑ Concrete ❑ Steel Deck ❑ ❑ Caissons, Piles, Grade Beams Other: ❑ Wood or Manuf. Shear Panels ❑ Other: ❑ Masonry ❑Other: Wood ❑Other: p ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. � 151y 1/ w/gy f f // Ear ❑ 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 i20' 45 aSED ARCy� v a��Q * No. C-26625 Exp. 11130/19 ` Q �9rFOF Cp1,�F0�� STAMP OF STRUCTURAL OBSERVER STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. Fu m %t�WWema iDMeport&L to iow 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: Repprt Dale: CNB In ecto Na e: PQ t Building Owner Name: Owner's Mailing Address (if different from site); Owner's Telephone #: CNB Plan Check #: Full of Struct I Observer (SO): SSOO, E-mail Addref, a- SO Telephone #: SO�LIcense /�Reeg.. #: 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 if ❑ Concrete ❑ Steel Deck ❑ Caissons, Piles, Grade Beams Wood or Manuf. Shear Panels ❑ Masonry Wood ��`� / VKA ❑ 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. 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. I u sta d that all deficiencies which I have documented must be corrected, prior to fi accegtance of the structural systems by the City of Newport Beach, Building �v 4� * No C-aw „n Egf.lf/aiiii STAMP OF SYRUCTORAL OBSERVER RTRIICTIIRAI nRRFRVATInN nnFR NnT WARIF ANV RCn11WCMFNTR CnR RI III nINP_ IAICOCrTInu nv Al ITNno17Cn CE.101 ro¢c no TUC rITV nC \ICIAMAUT nvenu Forms\shuctumtobs vationRel a&lnstmetims c�ti P�gT F u Pf z P, c'9C/10 0.N. 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 Pro ect Add ss: Re Date: �� CNB Inspector Name:aV' IpYB/_�Pitn W�/I • Z' EMU it yn Name: Q ��. Owner's MaiNng Address (if different from site); Owner's Telephone #: CNB Plan Check #: F I N e of ructural s er SO -m 'I Add sa Dv10' S ele hone #' SO Lioen e Rea. A ,G� ,PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS ORSERVEn (r-horlr nnnlir>hle hnrnnt FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED Conventional Footin s & 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. ❑ FINAL STRUCTURAL OBSERVATION REPORT: The structure generally con lies 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. I ders nd that all deficiencies which 1 have documented must be corrected, prior to mal acc4ptance of the structural systems by the City of Newport Beach, Building 0 ARCyr� R S�N2 0 it No. C-26625 Exp. 11 /30/17 FOF CAS\FO STAMP OF STRUCTURAL OBSERVER STRUCTURAL IItSERR(41ON DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. Foms�StruawetOtravatiouRePmf&tns W ctw� CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I RO. Box 17681 Newport Beach, CA 92658-8915 www.newportboachce.gov 1(949) 644-3200 BUILDING HEIGHT CERTIFICATION Project5treetAddress: 370& MC]CCAA<i A\r` t}.v,:�=} P'c c A Building Permit Number(s):)_2,O h-k— I T 27 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 farm 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: ® 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 (3.22 slope or greater) I. Approved elevation point of ridge is 2 o 0 and actual elevation point is %S .6 i 2. Approved elevation point of ridge is and actual elevation point is 3. Approved elevation point of ridge is and actual elevation point is FLAT ROOFS, PARAPETS AND GUARDRAILS 1. Approved elevation point of flat roof or parapet is23, So and actual elevation point is 2 3.3 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: ® IS in compliance with the City -approved plans. OIS NOT in compliance with the City -approved plans (Provide explanation). Please desc i�rd on f h'p City -approved plans on the back of this form. signature and seal stamp and signature required) n License number of 3396s or lower Po 'fti7dius He]& ando adoa I1102n6 Project Street CITY OF vEWPORT BEACH COi AM"ArITY DEVELOPMENT DEPARTIMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 vmAv.newportbeachca.gov1(949)644-3200 BUILDING HEIGHT CERTIFICATION 0 e Cc As the surveyor of record for the above project, I hereby certify that I have reviewed the City of Newport Beach approved plan and original topography 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 ridge and midspan elevation indicated on the approved plan. Use the format below on the back of this form if additional space is necessary or further explanation is needed. Provide original copy to building inspector before roof framing inspection. Benchmark is based on: Rr NAVD88 ❑ NGVD29 ❑ Assumed Allowable overall elevation above the benchmark of ��z -is: � 29 00 Actual overall height above the benchmark as measured,'is '�?8 6 Allowable midspan elevation above the benchmark of. Actual midspan elevation above the benchmark is: AIA 1 certify that the above height measurements are correct and the above project: IS in compliance with the City -approved plans. ❑ IS NOT in compliance with the City -approved plans (Provide explanati Please describe any deviation from th�ity-approved plan on the back of this form. orlor Civil Engineer's signature and t stamp and signature are required) G q6 ! i ° Na. 7627 �' ss r, tortn;�Uuillin¢ Heisht Ctri riacion 49i0i%U CITY OF • BEACH MN ... - -1 ~ 1 = 1 hIbJi 1 SYSTEM 1 o fI:I al;i `Iil ai s NO _ ■ 2- Fire wtWwrj!sbm ndelled_ - ■ ■ - ■ ■ 4. Cover plates am Mar to be kobiled.I i ardpakdnmwvedk= spiodda= I ■ ■ - -Fg-U at - I ■ 8- Flow, isst =xkcbd and bel ■ .• ■ ■ SYSTEMS 10. •y — a ■ 11- •.er.3.&V pmmwa gm Ve histaled at riser shooft pvper woto-■ ■ ■ ■ ■ ■ NOTES: FIRE SPRINKLER NFPA. 13D SYSTEM FINAL. APPROVED: BY: itz PERMii # [ DATE Farmsl Fre Svnnfder MFR I30 SuXem-Flew. aecEn.cFeJowrvtlas/IZ1]11L-i z II Q Q El 5. Bel a- W11ng kmtaW Per code 2l/ ❑ . 6. Bow kwWled at Prow lowdons NOTE GPVC pfasffo pipe in ft garage shall not be exposed. Spw[ lem that am Isted as k Response' or `ResbettGaP must be used. CORRECTIONS AND NOTES: FME SPRINKLER NFPA 13D SYSTEM ROUGH 94SPECnON APPROVED: PERMrrt JE7� 1 rr 1 — 0lqo BY. DATE- San Mina Engineering, Inc. July 11, 2017 Ekf�I16 Navmsanminaeng.com Project No. 16-7308 24310 Moulton Plnvp, Ste 0-105, Laguna Hills, CA 92637 Phone (949) 536-9645 R (909) 327-8467 Fax (866) .549-3967 GEOTECHNICHAL COMPACTION TEST REPORT For the Residential Development Located at 3206 Marcus Ave City of Newport Beach APN 423-382-04 gQ�pFESS/pN Po S Mq�� mac, c� No. C 63473? � m *9F OF CAL Fob Q l Clvl� � Prepared for: USA JD lnt'l Real Estate, Inc. 34141 Hemstead Ct. West Covina, CA 91791 San Mina Engineering, Inc. July 11, 2017 S www.sanminaeng.com Project No. 16-7308 24310 Adoulton Plwy, Ste 0-105, Laguna Hills, CA 92637 Phone (949) 536-9645 & (909) 327-8467 Fax (866)549-3967 USA JD Int'I Real Estate, Inc. 34141 Hemstead Ct. West Covina, CA 91791 CIO: Dario Zuniga, Contractor Subject: Compaction test report for the new residential property foundation subgrade, located at 3206 Marcus Ave, Newport Beach Introduction: This report represents our compaction test results for the bottom of foundation level of the proposed three stories residential structure (905 SF 1:t floor, 1056 SF 2nd floor, 277 SF 3`d floor), located 3206 Marcus Ave, Newport Beach. This test report supersedes our previous Compaction Test Report dated November23, 2016. The project was placed on winter suspension and resumed grading activities after the 2016 heavy storm season, which caused damaged to the previous grading operation and required the contractor to re -grade and re -compact the foundation subgrade. The test area consisted of the foundation level of the footings at randomly designated locations. The test fieldwork took place from 04/22/2017 to 04/23/2017. We observed the grading operation before and after that date to ensure conformity with the approved soils report.. Our compaction tests were conducted in accordance with ASTM 1557, and ASTM 1556. The laboratory compaction results are presented in the Appendix section. Proposed foundation design: The site foundation trenches are in conformance with the Site soils report prepared by Coast Geotechnical, Inc. dated 03/14/2014, "Foundation" section. Site native soils have been used locally. With compaction and over -excavation recommendations per the referenced soils report. Study Area Improvements: Our scope of work included testing the relative compaction at the new building foundation area, at the locations referenced in the Introduction section. The approximate locations of our tests are presented in the attached Compaction Test Summary. Laboratory Testing: The Lab Test method ASTM 1557 was used to determine the maximum Dry Density of the soil material within the subject area. Summary of results: The minimum acceptable relative compaction is 90% in accordance with the project Soils Report. All final test results were acceptable above 90% compaction. iSan Mina Engineering, Inc. July 11, 2017 EN&8lEHIRY6 www.sanminaeng.com Project No. 16-7308 24310 Moulton Plcwy, Ste 0-105, Laguna Hills, CA 92637 Phone (949) 536-9645 & (909) 327-8467 Fax (806) 549-3967 Our testing of the subject area bears no guarantee that the contractor has performed this work without error. Our testing was performed according to the Client's request and represents soil condition at the test location and time only. This report is subject for review by the City of Newport Beach. Closure: No representations are made as to the quality or extent of materials not observed. The test results shown in attached Appendixes represent soil compaction conditions during time of testing only. Our firm is not responsible for any disturbance or any change of any kind to soil conditions after that time. Any disturbance after final testing will invalidate test results. This report does not certify in any way building pad or footing location, horizontal or vertical control associated with the building features prior or after development. If you have any questions related to this report please contact us. Respectfully submitted San Mina Engineering, Inc. Emad Makar, PE Principal Engineer Appendix: Location map Lab test data Dry Density/Moisture content curve exhibit Compaction test Summary Test locations marked on Foundation plan dated 1/13/2016 QROFESS/pN S M q�F c? No. C 63473 m D Exp. 09/30/2018 Q f C1v11: �OF CAL\F� APPENDIXES z MM Z CD 0 rn I m o a < o ' CD v m 0 San Mina Engineering, Inc. July 11, 2017 EN6l7BAY16 �.sanminaeng.com Project No. 16-7308 7231 Boulder Ave#195, H ghland, CA 92346-3313 Phone (949) 536-9645 R (909) 327-8467 Fax (860). 549-3967 TABLE OF LABORATORY TESTS Copmpaction Test (ASTM D1557-02) Sample No Desription (ASTM D422-63) Max Dry Density PCF) Optimum Moisture (%) 1 Fine grained Sand, with little fines, Gray Tan, loose , Moist 115 9.50% o to y 0 Cl) 00 CD - 0 0 (D 090 o o vr= in w 0 = 0 0 (D Z CD M 0 1 Dry Density, pcf Cn 0 0 N) 0 cn 0 cn 0 -L11.LilLUj ULLI—!_—UILU 1 LLIIJr 11111 ........... . .. COMPACTION TEST SUMMARY Project No:16.7306 Teat Date 4122117 to 04/23/2017 San Mina Engineering, Inc. Location: 3206 Marcus Ave, Newport Beach www.sanminaena.cam Project Description: building pad (Approx. 22' x 6T) pme Tattle. Teat Type Test Location Depth of o ncoevam rim e10l Depth Teel Max Density PCF pry pensIt, PCF MC% Rvl Comp% Rametkt 04/22/47 1 PS Footing foundation, Mid Axis 16, Sheet S-T 4 3.50 115.00 MAD 4.5 96.87% SC„BF, a4/23/17 2 PS Footing foundation, Axis 11, between Axis 13&14 Sheet S-2 4 3.50 115.00 102.12 27 88.80% SC, BFF NIU117 2R PS Footing foundattoo,Mts 11, baseman Axis 13&14, Sheet S-2 4 3.50 115.00 104.04 5.8 90.47% SC, , BF, Re, P 0`1=17 3 PS Faoeng foundation, Mid Axis 12, Between Axix 13 & 14Sheet S-2, Relate 4 3.60 115.00 108.04 3A 03.95% SC BF P Legend: Max=Proctor compaction, Rel Comp=Relative Compaction, MC=Moisture Content, Riest=Re Test, fl= feet PS=Test In processed surface, OG=test in original ground, BF —test in back9ll, Approx=Approximately, F=failed, P = Test Passed SC=ASTM 1556-Sand Cone Test, RC=Rack Correction% €il s Out oem oon.a000a w 8�: c?�`m�" o I, ;ar gta.,l� mm� e n � Y 11 ' �'� ueu Beiwe,�rnn��n�rmnn V San Mina Engineering, Inc. July 22, 2017 www.sanminaeng.com Project No. 16-7308 .._...m 24310 Moulton Pkwy, Ste 0-105, Laguna Hills, CA 92637 Phone (949) 536-9645 & (949) 446-1417 Fax (866) 549-3967 TO WHOM IT MAY CONCERN Re: Final geotechnical walkthrough for the foundation of the house under construction located at 3206 Marcus Ave, Newport Beach Per the referenced project contractor's request, and as a follow up to our compaction testing report dated 07/11/17, we have conducted a final walkthrough to the project site and observed that the contractor placed the foundation rebars inside the foundation trenches and on top of concrete slab subgrade. The moisture barrier, including the sand blanket was also placed at the concrete slab areas. It is our opinion that the site condition is ready for concrete pouring from the geotechnical perspective only, per the recommendation in the original soil report dated 04/14/2014. It is not in our scope or intent to verify the conformance of any other work performed, such as plumbing, electrical, HVAC, conduits, structural observation, rebars conditions, etc. Please contact me if you have any questions at 949-536-9645 or email me at em@sanminaeng.com. Sincerely yours Emad Makar, PE QROFESS/pN S c3 No. C 63473 m k zp. 09/30/2018 9T CIVIC sT F of CAG\F San Mina Engineering, Inc. July 11, 2017 www.sanminaeng.com Project No. 16-7308 _.._..__ ,,._._.. 24310 Moulton Pkw Ste 0-105, Laguna Hills, CA 92637 Phone(949)536-9645 & (949)446-1417 Fax(866)549-3967 City of Newport Beach Attn: Richard La Bare, Building Inspector Re: Response to City comments on previous compaction test report dated 11/23/2016 Dear Mr. La Bare, Please find our response to attached comment presented to us by the contractor. The response number correspond to the same comment number: 1- Please find the letter indicating the change of the engineer of record. 2- Please find the proposed foundation description and proposed fill in the compaction report under"proposed foundation design'. 3- Field observation has been performed throughout a long period of time from July 2015 till June, 2017. The delay in field operation was due to foundation plans updates, winter suspension, Owner idle time, and multiple repairs to the trenches slopes and over excavation conditions to prepare it for City inspection. 4- The Compaction report attached is wet signed and stamped by the Geotechnical engineer. 5- The term "relative density" has been revised in the report to ne " relative compaction'. 6- All five points on the compaction cure are shown on the Maximum Dry Density Exhibit in the Appendix section. 7- A legible exhibit showing the testing locations is attached in the Appendix section 8- The main purpose of the over excavation is to support the structure foundation, grade beam and concrete slabs. Secondary purpose is to serve as competent subgrade for proposed site hardscape features. 9- The entire building footprint was dug to the over excavation limit (24" below foundation level). Moisture control was kept during the grading operation. Compaction was done in 6" to 8" layers while maintaining continuous moisture level in each layer and compacted per the recommendations in the referenced Soils report, "Specification for Grading" section. Please contact me if you have any questions at 949-536-9645 or email me at em@sanminaeng.com. Sincerelyyours QRpFESS/�N S Emad Makar, PE ��o�Po MgN9\ w No. C 63473 A a Enclosed: * Exp.09/30/2018 �r City comments dated 03/29/2017 ��q 09/3 Engineer of record letter dated 07/11/2017, lF OF CAoFO� San Mina Engineering, Inc. July n, 2017 www.sanminaeng.com 24310'Moulton PkNw, Ste 0-105, Laguna Hills, CA 92637 Phone (949) 536-9645 & (909) 327-8467 Fax (866) 549-3967 City of Newport Beach 100 Civic Center Drive Newport Beach, CA 92658 Subject: Soils testing and construction phase support for project located at 3206 Marcus Ave, Newport Beach, CA Assessor Parcel Number 423-382-04. Per the referenced project owner's request, San Mina Engineering agree to support this project during the construction phase and provide Geotechnical services in accordance with recommendation of the project approved Soils Report done by Coast Geotechnical, dated 03/14/2014. San mina Engineering has reviewed and accepted the results of the 2014 report. For further questions, Please contact me at (949) 536-9645, or by email em@sanminaeng.com. Respectfully yours, Emad Makar, PE Principal Engineer �RpFESS/0� F� S A�q� Fes; ca No. C 63473 m � m * Exp. 09/30/2018 9p CIn. Page 1 of 1 u l I San Mina Engineeti.ng, Inc. November23,2016 www.5anvuael>3+.com Project No. 16-7308 7231 Boulder Ave'(#195, Flighlancl, C1192340-3313 Phone (909) 647-6151 & (909) 327-8467 Nx (866) 549-3967 GEOTECHNICHAL COMPACTION TESTREPORT ckoa, A- e th.iurer �f cs 5ii Ljne,�/l @.4,K•iw J 4•�vg} 1weiiccto; -kuy lna�.`"�• rcn i•� c.aJ� a a1 c .e� �s1' eoaa4 Ge j,.e l soi is Rai f ry .,t r�le C, c. tx-v clo;c•yiphµ of +'k PA"P°SA4 E��t �fiEr� desicWn. Pvrposevs, as 1=11L. Q PmvrciQ. of descriP{�iv o� �i+Je� rJioSevvtt}�'w.5 e-y f -,o-ry 5for. o')ts.w.ei docripm4 ,f 1f be S1zz,, rr+nel Sic-p4e,� � 4ccpj,,Ay 4 i ti--v�.cai�va�"•rs� r"e�-vve� (5J' P t • urtirlur seo(1e o r wcrrk. t Loose C.iari% yov c' not feS+ °treLrL4-i vC a i hft� bujlr�iwA GY�ca 45 ��`v.'��-fCq;�.Q, in }iliS You JJ+est-eea "relc�i;ve c.o:v,�ach ,� .Lttlwin, �CL) PiectS•e SL..avJ ay) rriv'e Poinis art f�,yc,ryac 'v✓t .0 G l-ec sR prJvio�k ck da,)C4..-- 9Y.O +erg l•2 q1 �)$,. pltr via, wig rie,sit, fiss� L.ccaiJ�'rrS. S�dituTA. irrw;fr a�'cic�.r,�pcK.Gtn.el �.r1y ti;+.c1 yGYro=„di' 1h�jca,T.`zr :reGrn�,ck.,_l r°er ties s-� of� o,a�rL+xcnva}X 5���,. �� �w�..w,@�.c e .•• 1 co�wpcs.Cocl �rq; -F vvtof9 )'-c tatigij Centi�l"D� Ic�w}-r%cy $1�) rvr2Cu,.-S'�LQ � '+nick-vtQ,SS pf lifi �, West Covian, CA 91791 t61 San Mina Engineering, Inc. June 29, 2022 m6iiiimi; www.sanniinaeng.com Project No. 22-8954 24310 Moulton Pkwy, Ste 0-105, Laguna Hills, CA 92637 Phone (949) 536-9645 & (949) 446-1417 info@sanminaeng.com FINAL SOIL & COMPACTION REPORT For the Residential Development Located at 3206 Marcus Ave City of Newport Beach APN 423-382-04 No. C 63473 Ev. 091* 22 9F CW Prepared for: USA JD Int'l Real Estate, Inc. 34141 Hemstead Ct. West Covina, CA 91791 San Mina Engineering, Inc. June 29, 2022 www.sanminaeng.com Project No. 22-8954 EIIi�Ni 24310 Moulton Pkwy, Ste 0-105, Laguna Hills, CA 92637 Phone (949) 536-9645 & (949)446-1417 info@sanminaeng.com City of Newport Beach, Building Department Attn: Sergio Guitierrez, Grading Engineer 100 Civic Center Dr, Newport Beach, CA Subject: Final Soil Report for the new residential property located at 3206 Marcus Ave, Newport Beach, CA 92663 Introduction and Purpose: This report was prepared to supplement our report dated 07/11/2017 and may be considered as a Final Soil Report for the referenced development. We have included additional compaction test results for finish subgrade supporting, utility lines, foundation, building pad, hardscape, backyard, ect. We have included in this report new compaction test results and referenced additional test results that was conducted during final grading operation, which was performed in accordance with the project approved soils report. Our compaction tests were conducted in accordance with ASTM 1557, and ASTM 1556. The laboratory compaction results are presented in the Appendix section. Study Area Improvements: Due to the size of the lot, the entire "study area", shown in the Appendix section of the report was subject to the grading and compaction requirements as per approved soils report. Compaction required were applicable to rough and final grading including foundation, pad area, utility trenches, and landscaping areas. Laboratory Testing: The Lab Test method ASTM 1557 was used to determine the maximum Dry Density of the soil material within the subject area. Summary of results: The minimum acceptable relative compaction is 90% in accordance with the project Soils Report. All final test results were acceptable above 90% compaction. Our testing of the subject area bears no guarantee that the contractor has performed this work without error. Our testing was performed according to the Client's request and represents soil condition at the test location and time only. This report is subject for review by the City of Newport Beach. San Mina Engineering, Inc. June 29, 2022 www.sanminaeng.com Project No. 22-8954 f&Ne�ra 24310 Moulton Pkwy, Ste 0-105,Laguna Hills, CA 92637 Phone (949) 536-9645 & (949)446-1417 info@sanminaeng.com No representations are made as to the quality or extent of materials not observed. The test results shown in attached Appendixes represent soil compaction conditions during time of testing only. Our firm is not responsible for any disturbance or any change of any kind to soil conditions after that time. Any disturbance after final testing will invalidate test results. This report does not certify in any way building pad or footing location, horizontal or vertical control associated with the building features prior or after development. If you have any questions related to this report, please contact us. Respectfully submitted San Mina Engineering, Inc. c� W No. C 63473 Emad Makar, PE * E, 011 Principal Engineer ,J+J IV11. � CALF Appendix 1: Location map EI Test ASTM D4829 Maximum Dry Density Test ASTM D1557 Compaction Tests summary Compaction Test limits and locations Appendix 2: Rough Grading Report dated 07/11/2017 2 APPENDIX 2 ROUGH GRADING REPORT a Q a� Lb rx � r Rff Or y 9 t � �4 �0,lZV 1 f' Via Oporto t= .<'Opo $ it? oil -p ', s •s m t Q M 'z 4 ® _ E' nano N r S 4n�a Y x ff� 3 H y2 xiin 1 ; \8A JN S SSSJJJ 1 cy, rn ✓,,.� r dyeXA 3 ¢ l ez A ISZ 0 U C Q m O N w 7 0 Co U ` o m 3 D NJ V L co V/ Q O N fM > Expansion Index Test Results ASTM D4829 Project NO. 22-8954 Date: 6/27/22 Sample from: Project Location: 3206 Marcus Ave, Newport Beach, CA 92663 Sample Size: 4" DIA X V Ht. Pressure 1.00 Lbf/ln2 Weight of Wet Compacted Sample + Ring+ 693.00 Grams Weight of Ring= 367.00 Grams Weight of Wet Sample= 326.00 Grams Wet Density= 98.13 Lb/f2 Max Dry Density= 114.00 Lb/f2 Dial Initial Reading (D1): 0.0351 Inch Dial Final Reading (D2): 0.0348 Inch If D2 Is <D1, EI=Zem Expansion Index: 0.0000 Moisture Determination: Weight of Wet Soil + Container: 967.00 Grams Weight of Dry Soil + Container: 944.00 Grams Weight of Container: 617.00 Grams Weight of water: 23.00 Grams Weight of Dry Soil: 327.00 Grams Moisture Content %: 7.03% ON 90MEMMM San Mina Engineering, Inc. June 28, 2022 www."anminaeng.com Project No. 22-8954 7231 Boulder Ave#195, Highland, CA 92346-3313 Phone (949) 536-9645 & (909) 446-1417 info@sanminaeng.com TABLE OF LABORATORY TESTS Copmpaction Test (ASTM D1557-02 Sample No Desription ASTM D422-63 Max Dry Density PCF Optimum Moisture 1 rough clean Sand, Gray 114 8.00% \ k z z III Rl _ 2 { � � 2 •�) { § &* !� j } q 9� �ƒ y 6« [e \�;M;` !� �) f� 02727) CL u - -§ •.a 0 0 0 C9 E }}) k/) 00 \ 2 \ \ \ \ \ \ ,§\ M..v..." APPENDIX 1 TEST AND LAB RESULTS San Mina Engineering, Inc. July 11, 2017 lEeswww.sanminaeng.com Project No. 16-7308 24310 Aloulton Pkwy, Ste 0-105, Laguna Hills, CA 92637 Phone (949) 536-9645 & (909) 327-8467 Fax (866) 549-3967 GEOTECHNICHAL COMPACTION TEST REPORT For the Residential Development Located at 3206 Marcus Ave City of Newport Beach APN 423-382-04 Q�pFESS/pN �4�' � S MA�gI F� w No. C 63473 Z r� * Exp. 09/30/2018 T9T� lvl OF � CAoF���\ Prepared for: USA JD Int'l Real Estate, Inc. 34141 Hemstead Ct. West Covina, CA 91791 k San Mina Engineering, Inc. July 11, 2017 „� �, wwwsanminaeag.com Project No. 16-7308 ! 24310 Moulton Pkwy, Ste 0-105, Laguna Hills, CA 92637 Phone (949) 536-9645 & (909) 327-8467 Fax (866) 549-3967 USA JD Int'l Real Estate, Inc. 34141 Hemstead Ct. West Covina, CA 91791 C/O: Dario Zuniga, Contractor Subject: Compaction test report for the new residential property foundation subgrade, located at 3206 Marcus Ave, Newport Beach Introduction: This report represents our compaction test results for the bottom of foundation level of the proposed three stories residential structure (905 SF 1st floor, 1056 SF 2nd floor, 277 SF 3ra floor), located 3206 Marcus Ave, Newport Beach. This test report supersedes our previous Compaction Test Report dated November 23, 2016. The project was placed on winter suspension and resumed grading activities after the 2016 heavy storm season, which caused damaged to the previous grading operation and required the contractor to re -grade and re -compact the foundation subgrade. The test area consisted of the foundation level of the footings at randomly designated locations. The test fieldwork took place from 04/22/2017 to 04/23/2017. We observed the grading operation before and after that date to ensure conformity with the approved soils report. Our compaction tests were conducted in accordance with ASTM 1557, and ASTM 1556. The laboratory compaction results are presented in the Appendix section. Proposed foundation design: The site foundation trenches are in conformance with the Site soils report prepared by Coast Geotechnical, Inc. dated 03/14/2014, "Foundation" section. Site native soils have been used locally. With compaction and over -excavation recommendations per the referenced soils report. Study Area Improvements: Our scope of work included testing the relative compaction at the new building foundation area, at the locations referenced in the Introduction section. The approximate locations of our tests are presented in the attached Compaction Test Summary. Laboratory Testing: The Lab Test method ASTM 1557 was used to determine the maximum Dry Density of the soil material within the subject area. Summary of results: The minimum acceptable relative compaction is 90% in accordance with the project Soils Report. All final test results were acceptable above 90% compaction. w� San Mina Engineering, Inc. July 11, 2017 a+wwsanmiaaeng.com Project No. 16-7308 24310 Moulton Pkwy, Ste 0-105, Laguna Hills, CA 92637 Phone (949) 536-9645 & (909) 327-8467 Fax (866) 549-3967 Our testing of the subject area bears no guarantee that the contractor has performed this work without error. Our testing was performed according to the Client's request and represents soil condition at the test location and time only. This report is subject for review by the City of Newport Beach. Closure: No representations are made as to the quality or extent of materials not observed. The test results shown in attached Appendixes represent soil compaction conditions during time of testing only. Our firm is not responsible for any disturbance or any change of any kind to soil conditions after that time. Any disturbance after final testing will invalidate test results. This report does not certify in any way building pad or footing location, horizontal or vertical control associated with the building features prior or after development. If you have any questions related to this report please contact us. Respectfully submitted San Mina Engineering, Inc. Emad Makar, PE Principal Engineer Appendix: Location map Lab test data Dry Density/Moisture content curve exhibit Compaction test Summary Test locations marked on Foundation plan dated 1/13/2016 QROFESS/0� S w No. C 63473 m a: Exp. 09/30/2018 Q 9T aviL 2 APPENDIXES 5 Via op",rtQ ell ' JG �7,11 San Mina Engineering, Inc. July 11, 2017 www.sanminaeng.com Project No. 16-7308 ?� EIi�N6 7231 Boulder Ave#195, HighLind, CA 92346-3313 Phone (949) 536-9645 & (909) 327-8467 Fax (866) 549-3967 TABLE OF LABORATORY TESTS Copmpaction Test (ASTM D1557-02) Sample No Desription (ASTM D422-63) Max Dry Density (PCF) Optimum Moisture (%) 1 Fine grained Sand, with little fines, Gray Tan, loose , Moist 115 9.50% d �01 i W � U L c w y � O O C Q � t 41 � O Z m CO p m r a� O U _o E� O o O C E N c o 0 O � V r O a Q iu L N 0 O 4� N O CL d n — �T a d _ 0 m - R N *i - O O 777, N s a Q O LO O LO O o d N r r O O LO Z c ti jad `ApsuaQ AjQ 1 m O v N Z L � CR L a. N co ! ¥ k \ k ale E � ` .� ci ■ / § ® a#cli ( &# !k �/ \\ `E S Iq Iq) § 00` `00 An$ k ( \ + @§ \) # #, (§ § £ w)J§ E 0$ � }\ }\/\ � !\ �\ �\ a (!§ \ Bo2 !§ E \(% ) \ \ \ //\ IL | u�ler�e Su+Me / \2£ CBBZB ep •4an94ed.Nvt. mlS anveW BBZE � � o Ne 10011V tl 1)lauu0a du114d ti ); � I 1 % iJ no/ 11 yln d I Ile me s 5 d nAW� dd � 91x8 rj' .�• P MiW � P 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 CIVIL ENGINEER'S CERTIFICATION FORM From: Date: ATTENTION: GRADING ENGINEER, BUILDING DIVISION G.�LS 0 GPC No.: TractlSubdivision/Lot No.: Rough: _Final: Project Names:X� MRGi�� Owner/Developer: Type of Project: // Notes: Tract: rainage Commercial Other Industrial rn& i4loAx liv am, R WF 7i, Yardage for Project: Notes: 2,5 Cut: Borrow: Z5 Fill: Export: I hereby approve the grading for this project in accordance with my responsibilities under the City Grading Code. I have inspected the project and hereby certify that all areas exhibit positive surface flow to public ways or City approved drainage devices. The grading has been completed: in conformance with, with the following changes to the approved grading plan. Description of Changes: JV� �i{7fldi%1� c�%?f�G��� �%✓>i Company: Ph,) I) �JvG Name: (print) (sign' License No.: (RCE/LS) ortns\CQvil Engineers Certification Forth 9-13 Phillip Bennett Architect Architecture * Design * Planning 3360 Horizon Street Corona, Ca Ph. 714 997-4956 Cell 714 931-6720 Email: To: City of Newport Beach, California Community Development Department Building Division 100 Civic Center Drive Newport Beach, Ca 92658 ATTN: Inspector J. Rudenick RE. 3206 Marcus Street Newport Beach, Ca Civil Engineers Certification Form inspector Rudenick, In regards to the final certification form, I have exhausted all avenues of contacting Mr Bob Gilbert the original Engineer of Record for the drainage plan. Mr Gilbert retired several years ago, and I have been informed by others that he has moved out of state and no longer practices in civil engineering. Per our conversation of a week or so ago, i, as the Architect of Record for this project have agreed, with the city of Newport Beach's acceptance, to review, stamp and sign the certificate of certification. I have made two site visits with copies of the originally approved grading and drainage plan to compare with actual work done on the site in regards to drainage and have determined that the proposed work has been completed with the exception of the 12" x 12" catch basin in the front northwest comer. The contractor, I have been told is waiting for the city approval for the drain lines the run under the sidewalk and out to and through the face of curb. I understand this is a very uncommon practice for obtaining approval, but my client is desperate to obtain a final and complete this project. The have been delayed beyond belief due the incompetence of their original contractor and hope the city will be sympathetic to their situation. As the Architect of Record, I would not under normal circumstances take on this responsibility but have not been able to find a civil engineer to complete this task. If you should have any questions or concerns, please do not hesitate to contact me anv time. chitect * a �4 no. C-26625 Expires 11-30-23 No. c-z3 N Exp. 91/Qi�- �, CITY OF NEWPORT BEACH Community Development Department I Building Division 100 Civic Center Dr.1 P.O. Box 1768 1 Newport Beach, CA 92658 www.newportbeachca.gov 1 (949) 644-3200 CALGREEN DOCUMENTATION COMPLIANCE CERTIFICATION ADDRESS: —32 0 Al 12a12 a, S 41,01- PERMIT NO.: i(�O/-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) IjJ/Franchise Hauler for Construction/Demolition Waste (65% min. reuse of nonhazardous waste) OC Contents Limitation Formaldehyde Emissions Limitation 24 Energy Certificate of Installations (Env., QII, Lighting, Photovoltaic, Mech., Plumb.) T 24 Energy Certificate of Verifications or Acceptance ( Env., QII, Lighting, Photovoltaic, Mech., lumb., HERS) Operations and Maintenance Manual MOIST CONTENT OF BUILDING MATERIAL (RESIDENTIAL CONSTRUCTION ONLY) I 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. • I 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. Person's Name: Date Notes: PROJECT SUMMARY Project Name: Address: City, State, Zip: Building Department: Permit Number: Building Energy Code: Newport Beach 3206 Marcus Ave Newport Beach, CA 92663 Costa Mesa, City of 2019 Standards HERS VERIFIABLE MEASURES ENERGY CODE COMPLIANCE Scan to Validate CERTIFICATE OF COMPLIANCE (CF1 R) DATE DOCUMENT TITLE REGISTRATION NUMBER STATUS 07/11/2022 CF1 R-ALT-02-E Residential HVAC Alterations 422-AO2010562OA-000-000-0000000-0000 O D06 changed from ".80" to "0.8" CERTIFICATE OF INSTALLATION (CF2R) DATE DOCUMENT TITLE REGISTRATION NUMBER STATUS 07111/2022 CF2R-MCH-01b-E HVAC, Ducts and Fans 422-AO2010562OA-000-001-MO1001A-0000 0 Location 1 07/11/2022 CF2R-MCH-20d-H Duct Leakage 422-AO2010562OA-000-001-M20002A-0000 lO CERTIFICATE OF VERIFICATION (CF3R) DATE DOCUMENT TITLE REGISTRATION NUMBER STATUS Location 1 07/11/2022 CF3R-MCH-20d-H Duct Leakage 422-AO2010562OA-000-001-M20002A- M20A iu r® NOTICE: This compliance summary report has been generated by a registration platform provided by CHEERS using II f C. L, f information that has been uploaded to that registration platform by third parties that are not affiliated or related to C CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this certificate. Page 1 of 1 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 ( (949) 644-3200 CONTRACTORIPROPERTY OWNER SELF -CERTIFICATION DECLARATION FOR PLUMBING FIXTURE REPLACEMENT Project Address: Date: _(n�Z— 10y_— ig;2. Permit #: x9 a !;:: ^ 1 y . The following is to be completed by the California licensed contractor or owner, participating in the City of Newport Beach Self -Certification Program. Please type or print. Installer's Name: License No (if applicable) Installer's Mailing Address: 7 Phone # (required): 2"o In _:5, t7�/ Installer's EmaiL•_Sa CID (i�5` i%//ii6i�% 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 O �/- b f'— 1022 Installer's%gnature Date Property 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. Property Owner's Signature Date R"Ai lk4REN06&066rAl.gr�. v Print Name Email 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 mail or fax. Please mail to: City of Newport Beach Phone: (949) 718-1888 Community Development Department Fax #: (949) 644-3250 Building Division P. O. Box 1768