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523-1076 N IVORY PALM LN (2)Permit Types BLD ELE MEC PLM X X X X Permit Number: BL02023-04704 Issued: 01/18/2024 vvywy.anaheim.net/building (714)765-4626 Quarter Section: 60 CITY OF ANAHEIM BUILDING DIVISION 200 S. ANAHEIM BLVD. (7141765 - 5153 Site Address: 523-1076 N IVORY PALM LN, Anaheim, CA 92801 Legal Description: A TR MILES RANCHO BLK LOT 13 MILES RANCHO LOT 13 W APN: 27107110 Project Description: New Residential Construction: 6,006 sf. to construct (4) 3-story attached condos with 2,087 St. of attached garages, 167 sq. ft. of covered porch, 445 si of decks and (6) awnings. Install roof mounted solar system. Install (4) EV chargers. REF: TRACT2022-00004 (Tract 19170) Building Type 200 (1) 1,424 sf. 3bd/2.51pths (Plan Type 2A) (1) 1,406 sf. 3bd/2.5bths (Plan Type 2B) (1) 1,432 sf. 3bd/3bths (Plan Type 3B) (1) 1,744 sf. 3bd/3.5fbths (Plan Type 4B) Living Area: 6006 Number of Stories: 3 Valuation: 370,000.00 Garage Area: 2087 Construction Types: VB Carport Area: Occupancy Groups: U1, R2, U1, R2, Ui, R2, U1, R2, U1, R2 Balcony / Deck Area: 450 Fire Sprinklered: Cool Roof: Total Fees paid for Permit: 91,540.13 People Associated with Project: Contractor KB HOME COASTAL INC 10990 WILSHIRE BLVD SUITE 700,LEGAL DEPT LEGAL DEPT 199911160813085820 LOS f Permit Applicant Frank Chen _ 1 Technology Building I, Suite 801 Irvine, CA 92618 Owner LAOS ACRI HARBOR LLC 1085 N HARBOR BLVD Type Electrical Fixtures Oty Type Plumbing Fixtures City Mechanical Fixtures Qty EV Charger 4 Bath Tub 4 Condenser 4 Meter/Disc $w - Under 600 V, over 200 1 Dishwasher 4 Heating Appliances, including vent 4 amps to 500 amps 4 Heating/Cooling Coil 4 Meter/Disc Sw - Under 600 V, up to 200 5 e Disposal Garbage p Residential Registers (ducts) 8E amps Gas System (outlets) 4 Ventilation Fan - <= 300 din on single duct 21 Microinverter 36 Kitchen Sink 4 Motors - Factory Wired Appliance, up to 1 5 Lavatory 17 Motors - up to 1 h.p. 4 Repair/Drainage AlteralionNent Piping 4 New or total rewire - garage/carport 2087 Shower 8 New or total rewire - multi -family 6006 Washing Machine Rough 4 Sub Panelfremp Pwr - Under 600 V, up to 5 Water Closet 13 200 amps Water Distribution 4 Water Heater 4 The permit shall expire by limitation and become null and void if the building or work has not passed final inspection 365 days from the date of permit Issuance. A new permit Is required to commence or continue work. PNp14EIM �'` Cityof Anaheim of ro Building Division f y �OVNDEo ta5^ Do not occupy this building until the final inspections have been made. FINAL INSPECTIONS DATE INSPECTOR All applicable items below must be signed before utilities re released Final Gas Test Electrical Final Plumbing Final Mechanical Final Cross Connection Control (714) 765-4280 Engineering Final (714) 765-5126 INSPECTION I DATE I INSPECTOR Fire Sprinkler (ONLY) (714) 765-5041 Do not pour concrete until the following applicable items have been signed: Fire Dept. Final (714) 765-5041 Plumbing (Ground/Underfloor Drain Waste) Water Engineering (714) 765-4591 Electrical Ground Electrode/Ufer t3 1. ' M Sub List/Bus. Lic. (714) 765-5194 (Allow 10 business days) Setback/Forms/Trenches (Footings) ( ,tn COA/Migation Measures Do not install subfloor or pour Floor slab until the follwing app i le items have been sianed Building Final (714 765-5163) Last Inspection -Final Only After Above Completed Plumbing (Ground/Underfloor Water) Underfloor Rough Gas PARTIAL INSPECTIONS Buildina Insibections �8/oi' r( W FL AAACL oNiy - dlc rn PtAi4 Mechanical (Groundwork) Electrical (Underground Conduit) Pre -slab (Compaction/Membrane Reiril 2 t3 FA4 JA0. Floor (Joist/Girders) A j',,,5tAL. St' FL. J7A, - J,SG Underfloor Insulation (Raised Foundation Only) - 3 Mj 2JA= 3' f1por a6 I r &Q - 3-14l Floor Nailing (Raised Foundation Only) ,3 / `ai ✓/J /Jr `L - J 2nd Floor (Floor Nailing) S 24 LK ° - - d-f /-1l L Do not cover or conceal the work below until the following applicable items havebeen sioned s ,( �� r oY . 1st Floor Shear ,� LK ', j d, /• -^� SiO�Q /- Firesprinkler (Rough) (Fire Dept.) Mechanical frilsibections /; .— -�7��"`•L- 2nd Floor Shear Z Roof (Sheathing/Diaphragm/Frame) �t4 Masonry (Reinf./Bond Beam/Pre-Grout) Rough Plumbing (Top Out) �/ / 3� 4" �. We"1qi(`h Rough Duct (Mechanical) Rough Mechanical -D-1il�-t'��c-� i Rough Electrical Y�' 0, j Rough COA/Mitagation Measures Plumbing Inspections,( [��1 !—� rc t /�� / ���" �' ST(��-��-=+ J 6J Framing (Only after Ploy Ele Mao. & Fire) Insulation(Sound/Energy) 6 /7 Do not tape or plaster until the following applicable items have been signed: Drywall Ic Iv .1 Drywall Penetrations (Ele, Mec & Plbg) Interior Lath lAel am r'""� �- ��� J Exterior Lath 7 J AI-- Electrical Ins ections 3 y�� ` "`� t.. 67 aJ/�a� J ��„5,,,` J�"�•r,,,^ @�.vy�j�c,Q L^x %•r Electrical Service Meter -(Meter will be set within 2-3 business days after approval) Excludes Newrnnctrjirfinn 6�� Exterior Plaster (Brown Coat) a4ity T-Bar (Struct., Ele., or Mec.) q�8 /94 Le�4 J— &L-1 7J� Grease Interceptor 77 i Sewer 3 r•+ l (li ,,? Water Engineering Backflow (Testable Only) Water Service Structural Palm Court Structural Observation Report#4 Job #: 10-11852 Date of Observation: 02/12/24 Date: 02/12/24 Page: I of 5 Structural Observation Requested by: Structural Observation performed by: Area Observed: Vince Vojeda Tan Karaoguz, PE Building 5 & 6, Type 200, SOG Slab Hardware, See attached for the area observed. Observed Structural Elements and their connectlons XFoundation ❑ Floor ❑Roof Sheathing ❑ Exterior; ❑ Framing ❑Others Footing & Slab Sheathing ❑ I Level ❑ 1° Level Y(Holdown, ❑ 2"d Floor ❑ 2°d Level ❑ 2ad Level Anchor bolts & ❑ 3rd Floor ❑ V Level ❑ 3rd Level Associated Rebars ❑ 411 Floor m ❑ 4 Level m ❑ 4 Level Status of Construction ❑ Roof Trusses ❑ Stair Installed ❑ Bathtub Installed ❑ Roof Sheathing ❑ Window Installed ❑ Preliminary Drywall Installed ❑ Roof Loaded ❑ Flashing Installed ❑ Drywall Stacked in Units ❑ Second Floor wall ❑ Building Wrapped ❑ Drywall on Wall ❑ Third Floor Wall ❑ Building Stuccoed ❑ Drywall on Ceiling ❑ Fourth Floor Wall ❑ MEP installation on going ❑ Sheathing one side Party Wall Pursuant to your request, a visit to the project site was made on the above date to perform a structural observation in conformance with 2019 CBC 1702 and 1704.6. Please note, not all symmetric or repetitive areas were observed, therefore please have your field personnel verify the correction items in all similar areas. Where repair recommendations are given, verify if additional coordination may be necessary with other trades or design professionals. RFIs where requested must go to the Architect for distribution. The structural observations do not constitute an approval of the work nor do they relieve the contr agencies from complying with project and code requirements. All observations were conducted fri level and no testing or inspection was performed. Our observations do not include a review of the methods of construction, shoring, erection, bracing, nor any associated safety precautions. T: (714) 978-9780 1 F: (714) 978-9788 1 www.vcastructural.com 11845 W. Orangewood Ave., Ste. 20 EXHIBIT D City of Anaheim Public Works — Engineering Subdivision Section 200 S. Anaheim Blvd., Room 276 P.O. Box 3222 Anaheim, California 92803 SUBJECT: CIVIL ENGINEER'S CERTIFICATION FOR ROUGH GRADING FOR BUILDING PADS — BLDG #s 5-6 REFERENCE: Grading Plan Number: GRA 2022-03794 Job Address: 1075 N Harbor, Anaheim, CA Map No. TTM 19170 Work Began: June 2023 Work Completed: December, 2023 In accordance with the Anaheim Municipal code, Title 17, and the requirements of the permit, I certify that the rough grading for building pad (s) for the above referenced project was done in accordance with the approved grading plan and is in full compliance with all codes. This certification does not include approval of the placement and compaction of earthwork within the purview of others. Lo Date 12n12023 Man J. Bittner, Principal P.E. # 68167 Name and Title Company Name: C&V Consulting Inc. /A GEOTECHNICAL OPTIMIZED SOIL ENGINEERING Proiect Memorandum To: KB Home Date: December 7, 2023 9915 Mira Mesa Boulevard, Suite 100 Project No. 22025-02 San Diego, California 92131 Permit No.: GRA2022-03794 Attention: Mr. Jesse Kliest Subject: Geotechnical Recertification of Building Pads 5 and 6, Palm Court I, 1075 North Harbor Boulevard, Tentative Tract Map 19170, Anaheim, California Reference: SA Geotechnical, Inc., 2023, Report of Geotechnical Observation and Testing During Grading of Building Pads 4 through 6, Palm Court I, 1075 North Harbor Boulevard, Tentative Tract Map 19170, City of Anaheim, California, Project No. 22025-02, Dated July 10,2023. Per the request of the site superintendent (Dalton Riehl, Murow Development Consultants), SA Geotechnical, Inc. (SA GEO) has prepared this project memorandum documenting our geotechnical recertification of Building Pads 5 and 6 at the subject site. SA GEO previously reported the observation and compaction testing during grading of the subject building pads (SA GEO, 2023). Esmaeel Ahrarinouri of SA GEO was onsite to observe and test the recently fine -graded subject building pads after completion of utility construction adjacent to the building pads. Based on our observation and testing, the compacted fill was found to be moist and dense/firm. The subject building pads are considered suitable from a geotechnical viewpoint. If you have any questions regarding this project memorandum, please contact our office. Respectfully submitted, SA GEOTECHNICAL, INC. Reza Saberi, GE 3071 Principal Engineer 1000 North Coast Highway Suite 10 + Laguna Beach, California 92651 • (949) 403-7229 • SAgeotechnical.com CONSULTING, INC. CIVIL ENGINEERING LAND PLANNING & SURVEYING January 29, 2024 City of Anaheim Building and Safety Division 200 S Anaheim Boulevard Anaheim, CA 92805 Attention: City Grading Inspector Subject: Civil Engineer's / Surveyor's Form Certification Reference: Tract No. 19170 — Building # 5 & 6 Project: Grading Permit Number GRA 2022-03794 Job Address 1075 N. Harbor, Anaheim, Ca Owner KB Home Coastal Work Began August 2023 Work Completed January 2024 Please be advised the building foundation forms are in substantial conformance with the precise grading plans as to horizontal and vertical location. The building setbacks were measured in relation to the property lines and were found to be in substantial conformance with the approved precise grading plans for this property. Signature Ryan J. Bittner Date: 1/29/2024 R.C.E.# 68167 Company Name/ Address: C & V Consulting, Inc. 9830 Irvine Center Drive Irvine, CA 92618 (949)916-3800 9830 Irvine Center Drive, Irvine, California 92618 T.949.916.3800 WWW.CVC-INC.NET G ETOT ECFEN IC1�L Field Memorandum Client: KB Home Project Address: 1077, 1085 N Harbor Boulevard, Anaheim (Palm Court I) Date: February 13, 2024 Subject: Observation of Footing Excavations and Slab Subgrade for Buildings 5 and 6 Project: 22025-02 Dennys Pointon of SA Geotechnical, Inc. (SA GEO) was onsite to observe and document the foundation excavations and slab subgrade for Buildings 5 and 6 at the subject site. The footing excavations generally exposed undisturbed silty sand artificial fill that was placed during recent site grading, under the observation and testing of SA GEO. The fill was found to be moist and medium dense. No groundwater or seepage was observed. The subject footing excavations are considered geotechnically acceptable for placement of steel and concrete. Any loose material and debris should be removed from the footing excavation prior to placement of concrete. Our services do not include verification of line and grade for the subject footings, which is the responsibility of others. Respectfully submitted, SA GEOTECHNICAL, INC. 41r,C; ,- Anthony Zepeddaa, CEG 2681 Project Geologist � CAS\FCC IIIiiHV IhI I,,I11, 1,n i.I.nu. IfIa I i ill' _:I, ILI11 'Ili i'IN Ill ,_ Ill ; - � \ ', 1 11 1 Ill I, .IlIW1 STRUCTURAL OBSERVATION REPORT FORM STRUCTURAL OBSERVATION means the visual observation of the structural system, for general conformance to the approved plans and specifications, at significant construction stages and at completion of the structural system. Structural observation does not include or waive the responsibility for the inspections required by Section 108, 1701 or other sections of the code. This report includes all construction work througt Report No. ___ _ IV day of April , 2024Page No. of Project AdOnews S-1-ra1 observer al Reborb (SOR) Phone No. of SOR 1075-7085 N. Harbor Blvd. Anaheim CA 92801 Mark A. Vangaale 714-978-9780 Peene No SUuch,,al Observaron Performeb by Professional Lis No of Observer Phone No of Observe, BLD2023-04704 VCA C-58680 714-978-9780 OBSERVED STRUCTURAL ELEMENTS AND THEIR CONNECTIONS FOUNDATION WALL FRAMES FLOOR ELEMENTS'CONNECTION OBSERVATION LOCATION ❑ Footing. Stem Walls, Piers ❑Concrete ;=: Steel Moment Frame GConcrete Phase 2, Building #5, Lots 24-27, Framing & shear G Mat Foundation G Masonry CSteel Braced Frame C Steel Deck connectors all levels. ❑ Caisson, Piles, Grade Beams WWood 1. Concrete Moment M Wood Frame • Stepp'g/Retain'g Foundation, G Others: [-Masonry Wall Frame C Others Hillside Special Anchors NOTED DEFICIENCIES with the proposed corresponding corrective actions with respect to general conformance with the approved plans or in the bad path: (A final report by the structural observer which states that all observed deficiencies have been resolved is requiredbefore acceptance of the work by the building officials.) No Observed Deficiencies I DECLARE THAT THE FOLLOWING STATEMENTS ARE TRUE TO THE BEST OF MY KNOWLEDGE 1. IAM THE ENGINEER OR ARCHITECT RETAINED BY THE OWNER TO BE IN RESPONSIBLE CHARGE FORTHESTRUCTURALOBSERVATION IN ACCORDANCE WFTHTHE REQUIREMENTS OF THE CITY OF RIVERSIDE 2 I, OR ANOTHER ENGINEER OR ARCHITECT WHO I HAVE DESIGNATED ABOVE AND IS UNDER MY RESPONSIBLE CHARGE, HAS PERFORMED THE REQUIRED SITE VISITS AT EACH SIGNIFICANT CONSTRUCTION STAGE TO VERIFY IFTHE STRUCTURE IS IN GENERAL CONFORMANCE WITH APPROVED PLANS AND SPECIFICATIONS; 3 ALL NOTED DEFICIENCIES WHIC REMAIN TO BE CORRECTED HAVE BEEN INDICATED ABOVE; 4. 1 RECOMMEND THAT ACC PT CE OF THE STRUCTURAL SYSTEMS BY THE CITY OF Anaheim BE WI NT ALL OBSERVED DEFICIENCIESARE CORRECTED. 4/ 18/2024 SIGNATURE OF STACTURAL OB ERVER DATE Per CBC 2019 Sec 1702 & 1704.6 STAMP Or STRUCTORAL OSSERVE: