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HomeMy WebLinkAboutX2018-0941 - Miscx 618-ow4l 11171401mulood 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: 05 DEC 2019 DZN ENGINEERING 166 MATISSE CIRCLE ALISO VIEJO, CA 92656 ATTENTION: GRADING ENGINEER, BUILDING DIVISION GPC No.: Tract/Subdivision/Lot No.: Rough: Final: X Project Names: SINGLE FAMILY RESIDENCE - 417 HOLMWOOP Owner/Developer: SEPULVEPA BUILDERS - ATTN: KENT SEPULVEPA Type of Project: Notes: x Tract: x Drainage PRECISE GRADING PLAN _Commercial _Other Industrial Yardage for Project: Notes: _Cut: _Borrow: _Fill: _Export: No Change to Permitted Yardage 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 SUBSTANTIALLY in conformance with, =a,°4h t,--�fo,llowing shaages to the approved grading plan. Description of Changes: NO CHANGES TO THE APPROVED GRADING PLANS. P s� Company: DZN ENGINEERING v m m Ne. 5406'7 Name: ROME L. DEMA-ALA, P.E.. Ex h,yl,l (print) G IV License No.: C54067 (RCE/LS) arF rnyni e ar6 mermn Form a-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 BUILDING HEIGHT CERTIFICATION Project Street Address: W *2 ./*%*!Wn1VOOD p Building Permit Number(s): — C)( py I 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 0 Assumed Please provide the following elevation information for the highest roof ridges, flat roofs, or parapets/guardrails. Additional elevation points maybe requested by the Building Inspector. 14too :r /lour= �,Na�►:,a RIDGES (3 pq or greater) 1. Approved elevation point of ridge is /3�. /4J and actual elevation point is Z % 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 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: 01E OF �_✓ IS in compliance with the City -approved plans. U �"� 9 0 OIS NOT in compliance with the City -approved plans (Provide explanation). J 4653 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 FortsABuilding Height Cetlification 11/02116 INF -16 Date C\E'WPo ' CITY OF NEWPORT BEACH e _ COMMUNITY DEVELOPMENT DEPARTMENT r; 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 SLAB/FLOOR ELEVATION CERTIFICATE 11 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 _ (�� f w elw- License # t-. Y�r3 Engineer/Surveyor's Address 230/(i LAW FVIL63% n^ • h' Job Address q1? /ft �0 Setbacks: Sketch a site plan and specify surveyed setbacks (use back page). * Top of slab/floor elevation: 1102 .QQ * 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 ❑, per City approved plans. Describe any deviations from plans: I certify that top of slab/floor elevation(s) is ®, is not ❑, per City approved drawings. Describe any deviations from plans: Date Forms/Selbcksandl opotSlabElevationCert. 4'V, CORNER RECORD Agencylndex Document Number City of NEWPORT BEACH County of ORANGE California Brief Legal Description CORNER TYPE COORDINATES (Optional) j Government Corner Q Control N. E. M Elevation Meander Property Units Metric ❑ U.S. Survey Foot r Rancho Other ❑ Horizontal Datum Zone Epoch Date Date of Survey May 1, 2018 Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref.: ❑ 8765(d) ®X 8771 0 8773 Other: Corner/ ❑ Left as found Established EIRebuilt ® Pre -Construction Monument: ❑ Found and tagged Reestablished ❑ Referenced Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: Z✓ See sheet #2 for description(s): SUR �rDEV�cyO \ Mq A SURVEYOR'S STATEMENT _ $� e4 O 4 This Corner Record was prepared by me or under my direction in conformance with W ol NQyh� o-� the Professional Land Surveyors' Act on June 1, 2018 j \ n^ 2' Signed P.L.S. or R.C.E. No. L.S. 4653 �17n1, C+ -yam COUNTY SURVEYOR'S STATEMENT This Corner Record was received and examined and filed Signed Title County Surveyor's Comment P.L.S. or R.C.E. No. L e JUN 17018 BPELSG-2016 Page fof2 Document Number l ILA 10' I AgengIndex ---_---__ ____ 1 N46°4338„ N46°43;351w WN�- \ q W D' CURVE DATA: �d& 1°0. DELTA RADIUS LENGTH 87i \� . © 2°49'57" 575.00' 28.42'(28.44') N44°00'31"1 j1p 90 „0- 25' Q 5 5947" 575.00' 60.18' (60.21') N43°53'38_w D l '1 m � 3051'55" 575.00' 38.79'(38.8V) B a BASIS OF BEARINGS: v I BEARINGS ARE BASED ON THE 5 a o CENTERLINE OF HOLMWOOD DRIVE 8 N37053'49"W' _ c I BEING N61055'00"E PER C.R. 2009-1060' REFERENCE MAPS: N37°59'54'W 117.79' (117.82') n I N O _ INDICATES RECORD DATA PER N o TRACT NO. 1136, M.M. 37/18-19. C MONUMENT NOTES: r INDICATES FOUND MONUMENT N32000'38"W 119.57'(119.66') AS NOTED 00 INDICATES SET LEAD, TACK & X31054'02"W RAD. _---------_-_� u TAG, LS 4653, ON P.L. PROD. D Q 6.75' FROM CORNER. Q INDICATES SET LEAD, TACK & m 31 N28002'071 -W RAD. 2 TAG, LS 4653, FLUSH. ------------- N tV N � 3 N28°02'11"W RAD. ❑ N28°09'22"W 116.25'(116.36)'- � ('0I '4I o MONUMENT DESCRIPTIONS: � � a I QI FD. SPK. & WASHER, LS 6924, PER R. S. 7 w 2004-1223, R.S.B. 207/45, DOWN 0.2'. - - - - - - - w o Q FD. SPK. & WASHER, LS 6924, PER R.S. __ _ - - - - I 2004-1223, R.S.B. 207/45, DOWN 0.5'. � ,°V', , 03 FD. BOLT, PER P.M. $8/23, DOWN G f k m'z ® 0.4' PD. CHIS. 'X' ON TOP CURB, NO REF., ON P.L. PROD. S44°00'31"E 6.75' 25, FROM CORNER FD. 1" I.P., TAG UNREADABLE, L, DOWN 1'. © 1" LP., LS 2312, PER JSR 8450, BEACON STREET 3 DOWN 0.2. Q FD. 1" I.P., TAG UNREADABLE, PER _ — JSR 8450, DOWN 0.5- (1) FD. L&T, LS 5411, NO REFERENCE, _ . _- FLUSH, - - -- --... - Stephen L. Weber, Consulting Engineer 39506 N. Daisy Mountain Dr. • Suite 122-263 Phone: 623-551-7024 • Fax: 623-551-2697 Anthem, AZ 85086 Lglengr1@Live.com December 4, 2018 City of Newport Beach Building Division Re: Designation of Structural Observer 417 Holmwood Dr. Newport Beach, CA As Engineer of Record for the above referenced project, I designate the following person to perform structural observation on this project for general conformance to the approved construction documents per the Structural Observation Schedule contained in the approved plans. Structural Observer: Paul Rohrer CA SE No. 4340 17291 Irvine Ave. Tustin, CA 92780 Office: (714) 486-2537 Cell: (714) 272-9579 Paul@prseinc.com Sincerel�v Sfepht6n L. Weber, P.E. No. 46001 Structural Design of Buildings X,2018-0940 i� CITY OF NEWPORT BEACH Idl 7 94odmluoa c( 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: Holmwood Report Date: - t t l i CNB Inspector Name: CNB Permit M ( e ❑ Conventional Footings & Slab ❑ Concrete Building Owner Name: Owner's Mailing Address (if different from site); Owner's Telephone #: CNB Plan Check #: Full Name of Structural Observer (SO): SO E-mail Address: SO Telephone#: SO License / Reg. #: Paul Rohrer Paul@PRSEinc.com 714-272-9579 S434O PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED (check anolicable howasl 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 ❑ MasonryWood c�J n "" 1oo�l <<n -+�v��IAi r� tt 7jfj /r/ ❑ 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: he 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 Division. /) III 2411 y 1] No. 4340 EXP: 12/31/2019 STAMP OF STRUCTURAL OBSERVER DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BYAUTHORIZED EMPLOYEES OF THE CRY OF NEWPORT BEACH. Fa=u Str a=10bsmation epoasum=tm, CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 wwvv.newportbeachca.g v 1 (949) 644-3200 Structural Observation Report Project Address: 417 Holmwood mwOOCI Report Date:y / _. % � CNB Inspector Name: CNB Permit #: Building Owner Name: _ Owners Mailing Addre s (If different from site); Owner's Telephone #: CNB Plan Check #: Full Name of Structural Observer (SO): SO E-mail Address: SO Telephone #: SO License / Reg. #: Paul Rohrer Paul@PRSEinc.com 714-272-9579 S4340 PLEASE INDICATE STRUCTURAL ELEMENTS AND OBSERVED check applicable boxes FOUNDATIONS SHEAR WALLS FRAMES DI AGMS loor Roo INDICATE LOCATION(S) OBSERVED DATE OBSERVED ❑ Conventional Footings & Slab ❑ Concrete ❑ Steel ❑ oncrete ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck ❑ Caissons, Piles, Grade Beams XWood or Manuf. Shear Panels ❑ Masonry Wood j'1(Zr_5T''f''_&V_ A 'TD D ❑ 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 fallowing 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 Division. No. 4340 EXP: 12/31/2019 STAMP OF STRUCTURAL OBSERVER STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. Fomu\Smaur ObsmetionRepun&lmtmetions 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 417 Holmwood tructural Observation Report Project Address: Report Date: CNB Inspector Name: CNB Permit #: Building Owner Name: Owner's Mailing Address (if different from site); Owners Telephone #: CNB Plan Check #: Full Name of Structural Observer (SO): Paul Rohrer SO E-mail Address: PaulCa)PRSEinc.com SO Telephone M 714-272-9579 SO License / Reg. #: S4340 PLEASE INDICATE STRIICTIIRAI FI FMFNTR Akin CnnlkiCrrTlnkic neeeovon 1..16__6 _.._::__r_r_ r 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 Division. -- �6 No. 4340 EXP: 12/31/2019 STAMP OF STRUCTURAL OBSERVER. DOES NOT WANE ANY REOWREMENTS FnR RIM nING INSRFnTrnN RV AnTYnRITCn CNRt nVCCQ ne TUC rITV ne uesunnsT ne...0 FormalSmct=LObservatiouRepon&6utmetiooa FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS Floor/Roo INDICATE LOCATION(S) ` OBSERVED YV�cDATE OBSERVED Conventional Footin s & Slab ❑ Concrete ❑ Steel ❑ Concreted V �.iQn,�-) ,,.,,) S� � U ❑ 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: r ❑ REPORT CONTINUED ON ATTACHED PAGES. ❑ FINAL STRUCTURAL OBSERVATION REPORT: The structure generally complies with the approved construction documents. and all observed deficiencies were correntad_ 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 Division. -- �6 No. 4340 EXP: 12/31/2019 STAMP OF STRUCTURAL OBSERVER. DOES NOT WANE ANY REOWREMENTS FnR RIM nING INSRFnTrnN RV AnTYnRITCn CNRt nVCCQ ne TUC rITV ne uesunnsT ne...0 FormalSmct=LObservatiouRepon&6utmetiooa kf FO K` 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.newportbeachca.gov I (949) 644-3200 Structural Observation Report Project Address: 417 Holmwood Report Date: CO) CP%Z7 t CNB Inspector Name: CNB Permit* Building Owner Name: Owner's Mailing Address (if different from site); Owner's Telephone M CNB Plan Check A Full Name of Structural Observer (SO): SO E-mail Address: SO Telephone P. SO License /.Reg. #: Paul Rohrer Paul@PRSEinc.com 714-272-9579 S4340 rLeA.7t mu116AI It ti I KUL; I UWnL ELEMENTS AND FRAMES CONNECTIONS OBSERVED DIAPHRAGMS Floor/Roo check applicable INDICATE LOCATION(S) OBSERVED boxes DATE OBSERVED FOUNDATIONS SHEAR WALLS Conventional Footin s 8 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: 1 V C -)N ❑ REPORT CONTINUED ON ATTACHED PAGES. ❑ FINAL STRUCTURAL OBSERVATION REPORT: The structure generally complies with the approved construction documents. and all observed deficiencies were rnrrerted. 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 1 have documented must be corrected, prior to final acceptance of the structural systems by the City of Newport Beach, Building Division. -1—n M No. 4340 EXP: 12/31/2019 STAMP OF STRUCTURAL OBSERVER STRU7rURAL OBSERVATION DOES NOT WANE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. Fo,ms`.SwaurelObswe�bvReport&Ivsp,mtiooe CITY OF NEWPORT BEACH Vol g- 0g141 Community Development Department I Building Divisionk/I7 Ilolmu,,VJ Dr - t: n 100 Civic Center Dr.1 P.O. Box 1768 1 Newport Beach, CA 92658 U $ www.newoortbeachca.aov 1 (949) 644-3200 xr c"tttt•ow"�P CALGREEN DOCUMENTATION COMPLIANCE CERTIFICATION ADDRESS: I N f) wt Ul ®I) PERMIT NO.: X ,7,0 1(8 — C)q L4 1 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) e Franchise Hauler for Construction/Demolition Waste (65% min. reuse of nonhazardous waste) 1 VOC Contents Limitation Formaldehyde Emissions Limitation ei T-24 Energy Certificate of Installations (Env., QII, Lighting, Photovoltaic, Mach., Plumb.) El' T-24 Energy Certificate of Verifications or Acceptance ( Env., QII, Lighting, Photovoltaic, Mach., /Plumb., HERS) Lf Operations and Maintenance Manual MOISTURE CONTENT OF BUILDING MATERIAL (RESIDENTIAL CONSTRUCTION ONLY) Z 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. 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. Responsible Person's Name: Responsible Person's Signature: r��eww0 Date Signed: Position/Title: 121 L4 /I L i PY4 4 oaks Notes: Forms\CALGreen Documentation Compliance Cert Form 1-2017 Site Name: A18-4001 Address: 417 HOLMWOOD DRIVE City: NEWPORT BEACH Zip: 92663 Dwelling / System Document Title Performance Compliance Building Department: Permit Number: Cade Year Standards: Registration # 418-P010100386A-000-000-0000000 -0000 Scan to Validate Newport Beach, City of X2018-0941 2016 Date Registered Complete Dwelling / System Document Title Registration # Date Registered Duct Leakage CF2R-ENV-01-E Fenestmtion 418-P010100386A-000-001- 9/13/2019 CF3R-MCH-22a-H Fan Efficacy IST FLOOR AREAL E01001A-0000 Fan Efficacy IST FLOOR AREAS CF2R-ENV-03-E Insulation Installation 418-P010100386A-000-001- 9/13/2019 E03002A-0000 CF2R-ENV-04-E Roofing Radiant Barrier 418-P010100386A-000-001- 9/13/2019 E04017A-0000 CF2R-LTG-01-E Lighting 418-P010100386A-000-001- 9/13/2019 L01003A-0000 CF2R-MCH-01a-E HVAC, Ducts and Fans 418-P010100386A-000-001- 9/13/2019 M01004A-0000 1S7 FLOOR AREAS CF2R-MCH-20a-H Duct Leakage 418-P010100386A-000-001- 9/13/2019 M20006A-0000 2ND FLOOR AREA2 CF2R-MCH-20a-H Duct Leakage 418-P010100386A-000-001- 9/13/2019 M200IIA-0000 2ND FLOOR AREA2 CF2R-MCH-22a-H Fan Efficacy 418-P010100386A-000-001- 9/13/2019 M22013A-0000 IST FLOOR AREAS CF2R-MCH-22a-H Fan Efficacy 418-P010100386A-000-001- 9/13/2019 M22008A-0000 1ST FLOOR AREA1 CF2R-MCH-23a-H Airflow Rate 418-PO10100386A-000-001- 9/13/2019 M23007A-0000 2ND FLOOR AREA2 CF2R-MCH-23a-H Airflow Rate 418-P010100386A-000-001- 9/13/2019 M23012A-0000 2ND FLOOR AREA2 CF2R-MCH-25b-H Refrigerant Charge 418-P010100386A-000-001- 9/13/2019 M25014A-0000 IST FLOOR AREAS CF2R-MCH-25b-H Refrigerant Charge 418-P010100386A-000-001- 9/13/2019 M25009A-0000 CF2R-MCH-27a-H Mechanical Ventilation 418-P010100386A-000-001- 9/13/2019 M27005A-0000 IST FLOOR AREAS CF2R-MCH-29-H Duct Area Reduction 418-P010100386A-000-001- 9/13/2019 M2901OA-0000 2ND FLOOR AREA2 CF2R-MCH-29-H Duct Area Reduction 418-R010100386A-000-001- 9/13/2019 M29015A-0000 CF2R-PLB-02a-E Single Family Hot Water 418-P010100386A-000-001- 9/13/2019 B02016A-0000 Dwelling / System Document Title IST FLOOR AREAS CF3R-MCH-20a-H Duct Leakage 2ND FLOOR AREA2 CF3R-MCH-20a-H Duct Leakage 2ND FLOOR AREA2 CF3R-MCH-22a-H Fan Efficacy IST FLOOR AREAL CF3R MCH -22a H Fan Efficacy IST FLOOR AREAS CF3R MCH -23a H Airflow Rate Complete Registration # Date Registered Complete 418-P010100386A-000-001- 9/13/2019 M20006A-M20A 418-P010100386A-000-001- 9/13/2019 M20011A-M20A 418-P010100386A-000-001- 9/13/2019 M22013A-M22A 418-P010100386A 000-001 9/13/2019 M22008A M22A 418 -POLO P010100386A 000-001 9/13/2019 M2 M23A i' 2ND FLOOR AREA2 CF3R MCH 23a H Airflow Rate 418-P010100386A-000 001- 9/13/2019 M23012A M23A 2ND FLOOR AREA2 CF3R-MCH 25b H Refrigerant Charge 418-P010100386A-000 001 9/13/2019 M25014A M25A IST FLOOR AREAL CF3R MCH 25b H Refrigerant Charge 001 9/13/2019 M2500 A-M2566A-000 M25009A M25A CF3R-MCH 27a H Mechanical Ventilation 418-P010100386A-000 001 9/13/2019 M27005A M27A 1ST FLOOR AREA1 CF3R-MCH-29 H Duct Area Reduction 418-P010100386A-000 001- 9/13/2019 M29010A M29A 2ND FLOOR AREA2 CF3R-MCH 29 H Duct Area Reduction 418-P010100386A-000 001 9/13/2019 _ _ M29015A M29A qq X,2016-00141 1411 G-YogyNtvoo C br engineering geotechnical applications consultants June 20, 2019 Project No. SB084.2 CITY OF NEWPORT BEACH Building Department 100 Civic Center Drive Newport Beach, CA 92660 Subject: FINAL GRADING CERTIFICATE HARDSCAPE COMPACTION, UTILITY TRENCH BACKFILL AT NEW RESIDENTIAL PROPERTY LOCATED at 417 HOLMWOOD DRIVE NEWPORT BEACH, CALIFORNIA City of Newport Beach Permit No.: 0757-2018 References: 1. "Geotechnical Investigation for Proposed Residential Development Located at 417 Holmwood Drive, Newport Beach, California," by EGA Consultants dated January 4, 2018. 2. "Geotechnical Investigation for Proposed Retaining Walls Located at 417 Holmwood Drive, Newport Beach, California," by EGA Consultants dated February 27, 2018, Re -Issued April 30, 2018. 3. "Response to City Comments Dated 4/26/2018 for Proposed Residential Development Located at 417 Holmwood Drive, Newport Beach, California," by EGA Consultants, Inc., dated May 31, 2018. 4 "Compaction Report for Placement of Fill within Limits of Residential Building Pad at 417 Holmwood Drive, Newport Beach, California,' by EGA Consultants, Inc., dated June 18, 2018. To City Building/Grading Officials: 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 June 8, 2018 and was completed on June 14, 2018. All flatwork subgrade was completed by May 8, 2019. Site grading included the removal of the upper 3 of the old fill and native material located within the limits of the new building pad and exterior improvements. A minimum 12 inches of engineered fill was placed below all future footing bottom elevations. 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 and recompacted to a minimum of 90% relative compaction. Field density test results are tabulated on Table 1, Summary of Field Density Tests, One 953C Caterpillar tractor front loader, one Kubota SVL90-2, jumping jack compactors, and vibratory plates were utilized for the purpose of compaction and grading control. Temporary shoring along approximately 22 feet of the sideyard property line in the southwest portion of the lot adjacent to the neighboring garage was installed on June 8, 2018. In accordance with the grading plan by DZN Engineering, the temporary shoring consisting of 2 inch diameter 40 - gauge metal posts, spaced at 30 inches on -center and backed with 1-1/8" plywood boards. 375-C Monte Vista Avenue • Costa Mesa, CA 92627 • (949) 642-9309 • FAX (949) 642-1290 For all site retaining/subterranean walls, we have observed the installation of the min. 4 -inch dia. PVC retaining wall back -drain pipes (SDR 35 or equiv.) backfilled with %-inch crushed rock wrapped in filter fabric ("geofabric"). The PVC pipes were placed with perforations -down, length -wise along the flowlines behind the new retaining walls. The new subterranean backdrains are tight -lined via solid pipes (min. 4 -inch dia.),which gravity -discharge to the alley strip drain. Additionally, prior to the placement of/4-inch gravel backfill in the lower H/3 of the wall backfill, the excavation bottoms were inspected and approved by a representative of the Certified Engineering Geologist employed by EGA Consultants. All garage/retaining wall backfill was inspected/tested/documented and approved by a qualified representative of EGA Consultants. Spoils used as backfill above the filter fabric were compacted to a minimum of 90% relative compaction. The backdrains and backfill were approved and are suitable for the intended use from a geotechnical standpoint. 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 January 4, 2018 and with Response to City Comments dated May 31, 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 Consultants, Inc. r:Afo. ,DAVID A. WORTHINGTON CEG 2124 t,7Principal Engineering Geologist C��2r24,,fRlryQ � Copies: (2) Addressee (1) Sepulveda Builders, Inc. 790 Newton Way Costa Mesa, CA 92667 FINAL COMPACTION REPORT: 417 Holmwood Drive, Newport Beach, CA Project No. SB084.2 June 20, 2019 TABLE 1 SUMMARY OF MOISTURE. DENSITY RELATIONSHIPS (ASTM: D1556) Sample Depth Dry Moisture Maximum Optimum Relative Number/ Below Density Content Density Moisture Compaction Location Grade (PCF) (%a) (PCF) (%e) N ft FDA 3.0 110.8 11.8 122.0 10.0 91 SEC of Pad FD -2 2.5 112.7 11.5 122.0 10.0 92 SWC of Pad FD -3 2.0 115.0 11.4 122.0 10.0 94 S. Central of Pad FD -4 1.0 112.3 11.6 122.0 10.0 92 SE Central Pad FD -5 0.5 111.4 11.0 122.0 10.0 91 E. Central of Pad FD -6 3.0 110.2 11.7 122.0 10.0 90 N Central of Pad FD -7 2.5 115.2 11.5 122.0 10.0 94 NWC of Pad FD -8 1.5 112.7 11.3 122.0 10.0 92 Central of Pad FD -9 1.0 113.4 11.4 122.0 10.0 E31 NEC of Pad FD -10 FG 113.6 11.2 122.0 10.0 93 Central of Pad FD -11 FG 115.1 11.6 122.0 10.0 94 E Central of Pad FD -12 FG 116.4 11.1 122.0 10.0 95 SWC of Pad FINAL COMPACTION REPORT: 417 Holmwood Drive, Newport Beach, CA Project No. SBO84.2 June 20, 2019 FD -13 FG 112.7 10.9 122.0 10.0 93 SEC of Pad %a Fill - silty sandy clay 122.0 10.0 per Soils Report dated January 4, 2018 FD -14 FG 112.3 10.8 122.0 10.0 92 NWC of Pad FD -15 FG 115.6 11.3 122.0 10.0 94 NEC of Pad FD -16 FG 115.9 11.0 122.0 10.0 95 Garage Pad FD -17 0.5 113.6 12.1 122.0 10.0 90 Util Trench Backfill FD -18 1.5 115.1 11.9 122.0 10.0 91 Retaining Wall Backfill FD -19 1.0 116.4 11.5 122.0 10.0 92 Retaining Wall Backftl FD -20 FG 112.7 10.7 122.0 10.0 94 Retaining Wall Backfill FD -21 FG 112.3 10.5 122.0 10.0 93 Hardscape FD -22 FG 115.6 11.0 122.0 10.0 92 Hardscape FD -23 FG 115.9 11.9 122.0 10.0 96 Alley Approach tG" = Finish Grade TABLE 2 SUMMARY OF MAXIMUM DENSITY TEST (ASTM D 1557) Sample Maximum Optimum Location Density Moisture Pcf %a Fill - silty sandy clay 122.0 10.0 per Soils Report dated January 4, 2018 FINAL COMPACTION REPORT: 417 Holmwood Drive, Newport Beach, CA Project No. SB084.2 June 20, 2019 consultants CITY OF NEWPORT BEACH Building Department 100 Civic Center Drive Newport Beach, CA 92660 engineering geotechnical applications June 18, 2018 Project No. SB084.2 Subject: COMPACTION REPORT FOR PLACEMENT OF FILL WITHIN LIMITS OF RESIDENTIAL BUILDING PAD FOR PROPOSED RESIDENTIAL DEVELOPMENT LOCATED AT 417 HOLMWOOD DRIVE NEWPORT BEACH, CALIFORNIA City of Newport Beach Permit No.: 0757-2018 References: 1. "Geotechnical Investigation for Proposed Residential Development Located at 417 Holmwood Drive, Newport Beach, California," by EGA Consultants dated January 4, 2018. 2. "Geotechnical Investigation for Proposed Retaining Walls Located at 417 Holmwood Drive, Newport Beach, California," by EGA Consultants dated February 27, 2018, Re -Issued April 30, 2018. 3. 'Response to City Comments Dated 4/26/2018 for Proposed Residential Development Located at 417 Holmwood Drive, Newport Beach, California," by EGA Consultants, Inc., dated May 31, 2018. 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 residential building pad. The site earthworks operations were performed by the sub -contractor, Tight Quarters, Inc. Excavation and grading of the subject lot commenced on June 8, 2018 and was completed on June 14, 2018. To date, site grading included the removal of the upper 3 feet of the old fill and native material located within the limits of the proposed building pad. A minimum 12 inches of engineered fill was placed below all future footing bottom elevations. 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 and recompacted to a minimum of 90% relative compaction. Field density test results are tabulated on Table 1, Summary of Field Density Tests. One 953C Caterpillar tractor front loader and one Kubota SVL90-2 were utilized for the purpose of compaction and grading control. Temporary shoring along approximately 22 feet of the sideyard property line in the southwest portion of the lot adjacent to the neighboring garage was installed on June 8, 2018. In accordance with the grading plan by DZN Engineering, the temporary shoring consisting of 2 inch diameter 40 -gauge metal posts, spaced at 30 inches on -center and backed with 1-1/8" plywood boards. 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 dated January 4, 2018 and with Response to City Comments dated May 31, 2018. The building pad was graded in accordance with the 2016 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 and imported soil material in the area of the proposed building pad. Additional observations and testing are required in areas to receive exterior improvements (retaining wall backdrains, backfill, driveway approach, patio flatwork, drainage, etc.) 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 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 Copies: (2) Addressee (1) Sepulveda Builders, Inc. 790 Newton Way Costa Mesa, CA 92667 ROUGH GRADING CERTIFICATION REPORT 417 Holmwood Drive, Newport Beach, CA Project No. SB084.2 June 18, 2018 %-David A. N Worthington No. CEG2124 CERnsfo [NGMEERtNG TABLE 1 SUMMARY OF MOISTURE DENSITY RELATIONSHIPS (ASTM: D1556) Sample Depth Dry Moisture Maximum Optimum Relative Number/ Below Density Content Density Moisture Compaction Location Grade (PCF) N (PCF) (°/a) (%e) ft_ FD -1 3.0 110.8 11.8 122.0 10.0 91 SEC of Pad FD -2 2.5 112.7 11.5 122.0 10.0 92 SWC of Pad FD -3 2.0 115.0 11.4 122.0 10.0 94 S. Central of Pad FD -4 1.0 112.3 11.6 122.0 10.0 92 BE Central Pad FD -5 0.5 111.4 11.0 122.0 10.0 91 E. Central of Pad FD -6 3.0 110.2 11.7 122.0 10.0 90 N Central of Pad FD -7 2.5 115.2 11.5 122.0 10.0 94 NWC of Pad FD -8 1.5 112.7 11.3 122.0 10.0 92 Central of Pad FD -9 1.0 113.4 11.4 122.0 10.0 93 NEC of Pad FD -10 FG 113.6 11.2 122.0 10.0 93 Central of Pad FDA 1 FG 115.1 11.6 122.0 10.0 94 E Central of Pad ROUGH GRADING CERTIFICATION REPORT 417 Holmwood Drive, Newport Beach, CA Project No. SB084.2 June 18, 2018 FD -12 FG 116.4 11.1 122.0 10.0 95 SWC of %o Fill - silty sandy clay per Soils 122.0 10.0 Report dated 1/4/18 Pad FD -13 FG 112.7 10.9 122.0 10.0 93 SEC of Pad FD -14 FG 112.3 10.8 122.0 10.0 92 NWC of Pad FD -15 FG 115.6 11.3 122.0 10.0 94 NEC of Pad FD -16 FG 115.9 11.0 122.0 10.0 95 Garage Pad "FG" = Finish Grade TABLE 2 SUMMARY OF MAXIMUM DENSITY TEST (ASTM D 1557) Sample Maximum Optimum Location Density Moisture,' -' Pcf %o Fill - silty sandy clay per Soils 122.0 10.0 Report dated 1/4/18 ROUGH GRADING CERTIFICATION REPORT 417 Holmwood Drive, Newport Beach, CA Project No. SB084.2 June 18, 2018