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512-1101 W EMERALD PALM LNPermit BLD ELE MEC PLM r X X X X Permit Number: BLD2023-04720 Issued: 06/26/2024 www.anaheim.net/building (714)765-4626 Quarter Section: 60 CITY OF ANAHEIM BUILDING DIVISION 200 S. ANAHEIM BLVD. (714) 765 - 5153 Site Address: 512-1101 W EMERALD PALM LN, Anaheim, CA 92801 Legal Description: A TR MILES RANCHO BLK LOT 13 MILES RANCHO LOT 13 N APN: 27107107 Project Description: New Residential Construction: 11,018 St. to construct (7) 3-story attached condos with 3,566 sf. of attached garages, 365 sq. ft. of covered porch, 999 sf. of decks and (9) awning. Install roof mounted solar system. Install (7) EV chargers. REF: TRACT2022-00004 (Tract 19170) Building Type 401 (1) 1,424 sf. 3bd/2.5blhs (Plan Type 2A) (1) 1,406 sf. 3bd/2.5bth (Plan Type 2B) (2) 1,420 sf. 3bd/3bths (Plan Type 3A) (1) 1,693 sf. 4bd/4bths (Plan Type 4A) (1) 1,693 sf. 4bd/4bths (Plan Type 4C) (1) 1,962 sf. 4bd/3bths (Plan Type 5A) LMng Area: 11018 Number of Stones: 3 Valuation: 6,600,000.00 Garage Area: 3566 Construction Types: VB Carport Area: Occupancy Groups: . R2, U1, R2, U1, R2, Ui, R2, Ut, R2, U1. R2 Balcony / Deck Area: 999 Fire Sprinklered: Cool Roof: Total Fees paid for Permh: 102,01051 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 RIFF DENNIS S TR D S 1085 N HARBOR BLVD Type Electrical Fixtures Oty Type Plumbing Fixtures Qty Mechanical Fixtures Qty EV Charger 7 Bath Tub 7 Condenser 7 Meter/Disc Sw - Under 600 V, over 500 1 Dishwasher 7 Healing Appliances, including vent 7 amps to 1000 amps Garbage Disposal Heating/Cooling Coil 7 7 MeterlDisc Sw -Under 600 V, up to 200 8 Residential Registers (ducts) 140 amps Gas System (outlets) 7 Ventilation Fan - <= 300 cfm on single duct 34 Microinverter 70 Kitchen Sink 7 Motors - Factory Wired Appliance, up to 1 12 Lavatory 30 h.p. New or total rewire - garage/carport 3566 Repair/Drainage Alteration Vent Piping 7 New or total rewire - multi -family 11037 Sewer per 100 ft. 1 Sub Panel/Temp Pwr- Under 600 V, up to 8 Shower 14. 200 amps Washing Machine Rough 7 Water Closet 23 Water Distribution 7 Water Heater 7 Water Main per 100 ft. 1 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. yt,HE1M c City of Anaheim r��0 Building Division Ih i \V > �DUNDED fA�^ Do not occupy this buildina until the final inspections have been made. FINAL INSPECTIONS DATE INSPECTOR All applicable items below must be signed before utilities are 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) 765-6041 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 DJ I Sub List/Bus. Lic. (714) 765-5194 (Allow 10 business days) Setback/Forms/Trenches (Footings) T COA/Migation Measures Do not install subfloor or pour floor slab until the follwing applicable items have been sianed Building Final (714 765-5153) Last Inspection -Final Only After Above Completed .J, .67 Plumbing (Ground/Underfloor Water) Underfloor Rough Gas PARTIAL INSPECTIONS Building Inspections } ; r� 7 3/ � J"� � / Fl—re P"z' Mechanical (Groundwork) Electrical (Underground Conduit) Pre -slab (Compaction/Membrane ReinL) r Floor (Joist/Girders) Underfloor Insulation (Raised Foundation Only) j ,/— Floor Nailing (Raised Foundation Only) 2nd Floor (Floor Nailing) 1114TW�.��( / -T kl .� .S �iJ Do not cover or conceal the work below until the following applicable items have been sianed tat Floor Shear Firesprinkler (Rough) (Fire Dept.) Mechanical Ins 'ections &' -10 Ov-l.�/i.0 2nd Floor Shear 01, / Roof(Sheathing/Diaphragm/Frame) or{r// / zg.064of Masonry (Reinf./Bond Beam/Pre-Grout) 7' r Rough Plumbing (Top Out) r', dP7/ f f�S of rl Rough Duct (Mechanical) Rough Mechanical Rough Electrical Rough COAIMitagation Measures Plu;obi no Inspections Framing (Only after Plbg., Ele.. Mec. & Fire) Insulation (Sound/Energy) Do not tape or plaster until the following applicable items have been signed:/a�' Drywall - Drywall Penetrations (Ele, Mec & Pibg) J / 4, y �' Interior Lath j q.-) ice.+✓ 112,SNat rc: Exterior Lath p/j ONLY y / aY .I.$-G Electrical Ins ections ^ (�P„r,�O,p, cZ' t� `rG .V 9 /o1� Electrical Service Meter -(Meter will be set within 2-3 business days after approval) Excludes Now Construction /� / (,i Exterior Plaster (Brown Coat) o t N �, d .�c. g/6 / T-Bar (Struct., Ele., or Mec.) S% L/1 fl (2 SSG Grease Interceptor �Do not backfifl unless sinned off) A* Sewer Water Engineering Backflow (Testable Only) Water Service 7-1 JA ELECTRIC, IN C. Electrical Contractor UC,r M3 November 4, 2024 City of Anaheim Department of Building and Safety RE: KB Home Coastal, Inc. Palm Court 1 Tract # 19170 Ph:5 Lots: 8/14 Phase 5 — BLDG 2 Lot # 8 1089 N. Paradise Pahn Ln Lot # 9 1091 N. Paradise Palm Ln. Lot # 10 1093 N. Paradise Palm Ln. Lot # 11 1095 N. Paradise Palm Ln. Lot # 12 1097 N. Paradise Palm Ln. Lot # 13 1099 N. Paradise Palm Ln. Lot # 14 1101 N. Paradise Palm Ln. To Whom It May Concern: This letter certifies that we have torqued the electrical panel and circuit breaker lugs to the recommended manufacturer's specification on the above -mentioned lots. Sincerely, Randy Berry Vice President `T' McGee Electric, Inc. P.O. Box 1111 • Chino, CA 91708 • (909) 591-6461 2390 Reservoir St. • Pomona, CA 91766 • Fax (909) 590-2971 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 1-3 REFERENCE: Grading Plan Number: GRA 2022-03794 Job Address: 1075 N Harbor, Anaheim, CA Map No. TTM 19170 Work Began: June, 2023 Work Completed: June, 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. By: Date 6/14/2023 Ryan J. Bitmer, Principal P.E. # 68167 Naive and Title Company Name: C&V Consulting, Inc. • HARBOR BLVD wMa W 2 r C m _ mq fop 4 •- � � � YF t4 �, �i. it 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 16'" day of September Report No. 2024 Page No. of P¢;L_a AtltllgSA Slq:cfurl nlis�rver N na?rrd (SOFry r. 1075-7085 N. Harbor Blvd, Anaheim CA 92801 Mark A. Vangaale 714-978-9780 Perrot W, Stm ural Otrserce4or. Paeorrned by Pminsxonai Lm 4i^y w or I ' 00,1."u BLDG2023-04720 VCA C-58680 714-978-9780 OBSERVED STRUCTURAL ELEMENTS AND THEIR CONNECTIONS FOUNDATION WALL FRAMES FLOOR ELEMENTS/CONNECTION OBSERVAI [ON LOCATION C Footing, Stem Walls. Piers ❑Concrete -❑Steel Moment Frame [Concrete Phase 5, Building #2 (type 400), Lots 8-14, Framing & C Mat Foundation CI Masonry uSteel Braced Frame i.: steel Deck shear connectors all levels. Caisson, Piles, Grade Beams xWood i-Concrete Moment X Wood Frame LI Stepp'ry'Retain'g Foundation, t- Others I Ci Masonry Wail Frame I C Others j 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 havebeen resolved is required before acceptance of the work by thebuilding officials.) No Observed Deficiencies I DECLARE THATTHE FOLLOWING STATEMENTS ARE TRUETOTHE BESTOF MY KNOWLEDGE 1, IAM THE ENGINEER OR ARCHITECT RETAINED BY THE OWNER TO BE IN RESPONSIBLE CHARGE FORTHE STRUCTURAL OBSERVATION IN ACCORDANCE WRHTHE REQUIREMENTS OF THE CITY OF RIVERSIDE. 2 1, 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. I RECOMMEND THAT ACC PT CE OF THE STRUCTURAL SYSTEMS BY THE CITY OF Anaheim BE wi NT A L OBSERVED DEFICIENCIES ARE CORRECTED. 9/ 16/2024 SIGNATURE OF STAUCTUIPIAL oe ERVER DATE 5-4WP i7 STRJC.TUN, I O*F 1_ A;: ` EOTEC CAIL OPTIMIZED SOIL ENGINEERING Protect Memorandum To: KB Home Date: May 13, 2024 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 Pad 2, 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 1 through 3, Pahn Court 1, 1075 North Harbor Boulevard, Tentative Tract Map 19170, City of Anaheim, California, Project No. 22025-02, Dated June 20, 2023. Per the request of the site superintendent (Jarred Gormly, Murow Development Consultants), SA Geotechnical, Inc. (SA GEO) has prepared this project memorandum documenting our geotechnical recertification of Building Pad 2 at the subject site. SA GEO previously reported the observation and compaction testing during grading of the subject building pads (SA GEO, 2023). Dennys Pointon of SA GEO was onsite to observe the building pad after completion of utility construction adjacent to the pad. Based on our observation and probing, the compacted fill was found to be moist and dense/firm. The subject building pad is 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 Coax I-lightcay Suite 10 . Laguna Bcach. Ca)It"ll'nla 92(,51 0 I949) 401-7„9 . SAgeolechnicaLc�nn G(ET®ITIE�CHNICAL June 20, 2023 Project No. 22025-02 Permit No.: GRA2022-03794 To: KB Home 9915 Mira Mesa Boulevard, Suite 100 San Diego, California 92131 Attention: Mr. Jesse Kleist Subject: Report of Geotechnical Observation and Testing During Grading of Building Pads 1 through 3, Pahn Court I, 1075 North Harbor Boulevard, Tentative Tract Map 19170, City of Anaheim, California References: SA Geotechnical, Inc., 2022, Geotechnical Due Diligence Review, Proposed 31- Unit Residential Development, 1077 and 1085 North Harbor Boulevard and 523 West Victor Avenue, City of Anaheim, California, Project No.: 22025-01, Dated April 15, 2022. SA Geotechnical, Inc., 2023, Response to City of Anaheim Geotechnical Report Review Sheet, Proposed 31-Unit Residential Development (Palm Court I), 1077 North Harbor Boulevard, Anaheim, California, Project No.: 22025-01, Dated February 6, 2023. INTRODUCTION At your request, SA Geotechnical, Inc. (SA GEO) has provided geotechnical observation and testing services during grading for the Palm Court I residential project located at 1077-1088 North Harbor Boulevard, City of Anaheim, California. This report includes the results of our geotechnical observation and testing during grading of Building Pads 1 through 3. Grading generally consisted of remedial removals of the upper 5 feet of existing undocumented fill and weathered/unsuitable alluvium, moisture -conditioning, and recompaction. Remedial removals extended at least 5 feet beyond the building footprint. Based on our observation and testing, grading of the subject site has been completed in substantial compliance with our recommendations (SA GEO, 2022 and 2023), the project requirements, and the requirements of the City of Anaheim. ATTACHMENTS Table 1— Summary of Maximum Density Tests — Rear of Text Table 2 — Summary of Field Density Test Results — Rear of Text Plate 1 — Geotechnical Map — Rear of Text �IIIIII IJ, I��i iKl'.�lll `h��l`nil. ��•�pl'119;: ��C:IC,'Ll ❑L I' .� i=IV-�'�I-�.R-`-':..A�i.-i.� �..._.., ..VL. 22025-02 June 20, 2023 FIELD AND LABORATORY TESTING Geotechnical observation and testing was conducted on a full-time basis by representatives of SA GEO. Compacted soils were tested for relative compaction using ASTM Test Method D6938 (nuclear gauge). Maximum density and optimum moisture content of onsite soils were determined by ASTM Test Method D1557. The maximum density test results are presented in Table 1. Field density test results are presented in Table 2, Summary of Field Density Test Results. The approximate test locations (including remedial removal bottoms) are depicted on the Geotechnical Map (Plate 1). The precise grading plan, prepared by C&V Consulting, Inc. Civil Engineering, was used as the base map to present the grading observed and tested by SA GEO representatives. Two samples were collected upon the completion of grading for Building Pads 1 through 3 to confirm the expansion potential and corrosivity of onsite soils. The results indicate "Very Low" expansion potential (EI-0) and negligible soluble sulfate content, as anticipated and discussed in the referenced reports. SITE LOCATION AND DESCRIPTION The subject site is located at 1075 North Harbor Boulevard in the city of Anaheim, California. The site is bound to the south by West Victor Avenue, North Harbor Boulevard to the east, an existing motel and mobile home park to the north, and existing single family residential and an apartment community to the west. The site was previously occupied by a strip mall structure, automotive service building, medical building, and at -grade parking lots. Demolition of the prior improvements and structures was completed prior to the subject precise grading. GRADING Following demolition of the existing buildings and prior to grading, the site was cleared of deleterious materials (including vegetation, pavement, concrete, metal, plastic, trees, wood, organics, existing utility pipelines, etc.) and disposed of offsite. Grading was performed by Elite Earthworks & Engineering between May 24 through June 2, 2023, under the geotechnical observation and testing of SA GEO. The remedial removals consisted of removal and recompaction of existing undocumented fill and weathered/unsuitable alluvium. Removals within the building pads were performed to a minimum of 5 feet below original grade and extended a minimum of 5 feet beyond the limits of the proposed building pads, in order to provide a uniform fill blanket below the buildings. Excavated onsite soils and approved import soils were used as fill materials. Prior to placement of fill, the removal bottoms were observed, mapped, and probed to confirm competent native materials were exposed. The removal bottoms were also scarified, moisture -conditioned, and recompacted prior to placement of fill. Fill materials were placed in approximately 8-inch-thick loose lifts, moisture -conditioned, and compacted using heavy, rubber -tired earth -moving. Observation and testing during fill placement were performed to verify that a minimum relative compaction of 90 percent, with adequate moisture content, was achieved. 230620 KB P.I. Cnun 1122W 5-021 Bid., 1-3 KcrymA. . S/�A 22025-02 June 20, 2023 CONCLUSION AND RECOMMENDATIONS Based on our observation and testing, we conclude that the work performed is geotechnically acceptable and in substantial compliance with our recommendations (SA GEO, 2022 and 2023). The building pads (for Buildings I through 3) are considered suitable for the intended use. The geotechnical recommendations provided in the referenced reports remain valid and should be implemented during future design, precise grading and construction of the proposed development. The geotechnical consultant should perform geotechnical observation and testing during the following phases of grading and construction: • Upon completion of any foundation excavations prior to placement of reinforcement or pouring of concrete; • During slab- and flatwork-subgrade preparation, prior to placement of concrete; • During placement of backfill for utility trenches and retaining walls (if any); and • When any unusual soil conditions are encountered during construction subsequent to the issuance of this report. LIMITATIONS The means and methods used by SA GEO for the observation and testing reported herein are based on local geotechnical standards of practice, care, and requirements of governing agencies. No warranty or guarantee, expressed or implied, is given. The conclusions of this report are based on limited site observations by this office during grading and are not intended to imply control of construction practices or of nature. Adherence to project plans, specifications, and the requirements of the City of Anaheim is the duty of those performing the work. This report or its contents should not be used or relied upon for other projects or purposes, or by other parties without the acknowledgement of SA GEO and the consultation of a geotechnical professional. D%20 KU V.I. Cuun 1(220n4)2) OW I-) C.m .lion RcOnrt.Gux SX, 22025-02 June 20, 2023 We appreciate the opportunity to provide our services. If you have any questions or comments, please contact this office. Respectfully submitted, SA GEOTECHNICAL, INC. Reza Saberi, GE 3071 Principal Engineer Distribution: (1) Addressee (E-Mail) (1) Tyler Faulkner, Murow Development Consultants (E-Mail) El 230620 KR P.I. Co,m 1122035-021516 IJ C..Wlion RCPon.dacx CONSULTING, INC. CIVIL ENGINEERING LAND PLANNING & SURVEYING July 8, 2024 City of Anaheim Building and Safety Division 200 S Anaheim Boulevard Anaheim, CA 92805 Attention: City Grading Inspector Subject: Civil Engineers / Surveyor's Form Certification Reference: Tract No. 19170 — Building # 2 Project: Grading Permit Number GRA 2022-03794 Job Address 1075 N. Harbor, Anaheim, Ca Owner KB Home Coastal Work Began Auoust 2023 Work Completed July 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. Date: 7/8/2024 Signature Ryan J. Bittner R.C.E. # 68167 Company Name/ Address: C & V Consulting, Inc. QQOFESS 9830 Irvine Center Drive Quo e Irvine, CA 92618 ti �Pa (949)916-3800 W No. 68167 , Clvn_ 830 Irvine Center Drive, Irvine, California 92618 T.949.916.3800 WWW.CVC-INC.NET CEMLAB November 20, 2024 City of Anaheim Building Division 200 S Anaheim Boulevard Anaheim, CA 92805 LABORATORY FINAL VERIFIED REPORT Address: Tract 19170, Palm Court 1, Building 1-6 Permit Numbers: #BLD2023-04705, BLD2023-04704, BLD2023-04717, BLD2023-04707, BLD2023-04720, BLD2023-04718 This is to certify that all the material testing and inspections performed by our laboratory. (Compressive Strength Tests of concrete samples, Concrete Placement Inspections, Rebar Placement Inspections, Shear -wall Inspections and Epoxy Inspections) during the course of construction of Single - Family attached Condos at Tract 19170, Buildings 1-6, in the City of Anaheim confirms that the construction of mentioned structures at this site were done in accordance with the approved City of Anaheim engineered plans, and specifications. This laboratory is certified by AMRL, CCRL, DSA, and the City of Los Angeles Material Control Section, and meets the requirements of Section 4-335 and 4-335.1 of Part 1, Title 24, CCR of 2019 California Building Code, ASTM E329, C 1077, and D3740 to conduct the tests and inspections program. It is my professional opinion that all tests and inspections required by the City of Anaheim approved plans, documents, and specifications were performed in accordance with the requirements of California Building Code and ASTM Standards C39, C109, C144, C1142, C140, C476, C1019, and E447. Report Reviewed By: C 50028 EXp, 6/30/2027 Soheil Anthony Binaei, Principal Engineer, RCE50028 CCRL, AMRL / AASHTO, DSA Certified Laboratory Structural Mr. Terry Alford City of Anaheim Building Division 200 S Anaheim Boulevard I" Floor, Suite 145 Anaheim, CA 92805 RE: KB Palm Court I Building #2 Permit #: BLD2023-04720 Structural Observation Dear Mr. Alford: November 20, 2024 This letter is to confirm that VCA Structural has been engaged to provide Structural Observation for above referenced building in accordance with 2019 CBC sections 1702 and 1704.6. Per the previous correspondence, the site visits have been made at representative areas and all reported deficiencies have been resolved to the best of our knowledge. Please note that the site visits do not constitute an approval of the work nor do they relieve the contractor in any way from complying with the project requirements. Very truly yours, VCA STRUCTURAL 1 � Mark A VanGaale, P.E. Principal T: (7141 9M9780 1 F: (714) 978-9788 1 www.vcastructural.com 11845 W. Orangewood Ave., Ste. 200 1 Orange, CA CONSULTING, INC. CIVIL ENGINEERING LAND PLANNING & SURVEYING July 8, 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 # 2 Project: Grading Permit Number GRA 2022-03794 Job Address 1075 N. Harbor, Anaheim, Ca Owner KB Home Coastal Work Began August 2023 Work Completed July 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: 7/8/2024 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 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. _ 9`" day of July 2024 Page No. of PrtlIMt Addma ) Phone No nl 50A 1075-7085 N. Harbor Blvd. Anaheim CA 92801 Mark A. Vangaale 714-978-9780 Permiiw struclurai Obsenratm Ped'11110 try PhonP.No c�Ut,••ive. BLDG2023-04720 VCA C-58680 714-978-9780 OBSERVED STRUCTURAL ELEMENTS AND THEIR CONNECTIONS FOUNDATION WALL FRAMES FLOOR El EMENTS/CONNECIION OBSERVATION LOCATION ® Foofing, Stem Walls. Piers ❑Concrete ::Steel Moment Frame ❑Concrete Phase 5, Building #2 (type 400), Lots 8-14, Foundation ❑ Mat Foundation ❑Masonry C'. Stool Braced Frame ::I steel Deck hardware placement & ❑ Caisson, Piles, Grade Beams ❑Wood [-Concrete Moment ❑ Wood associated rebars. Frame Stepp'glRetain'g Foundation, L Others. t- Masonry Wall Frame L 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 resolvedis required before acceptance of the workby 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 FOR THE STRUCTURAL OBSERVATION IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF RIVERSIDE, 2 L 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 NDICATED ABOVE; 4, 1 RECOMMEND THAT ACC PT CE OF THE STRUCTURAL SYSTEMS BY THE CITY OF Anaheim BENIWIT NT ALL OBSERVED DEFICIENCIES ARE CORRECTED. / 7/09/2024 SIGNATURE OF ST4UCTURAL 0E ERVER DATE Per CBC 2019 Sec 1702 & W04.6 5-AMP Or STRU-Ti -PAL 055ErtvLn GEOTECHNICAL zx� OPTIMIZED SOIL ENGINEERING Field Memorandum Client/Project Name: KB Home/Palm Court I Project Address: 1077, 1085 N Harbor Boulevard, Anaheim Permit No.: BLD2023-04720 Subject: Observation of Footing Excavations and Slab Suberade for Building 2 Date: July 9, 2024 Project: 22025-02 Dennys Pointon of SA Geotechnical, Inc. (SA GEO) was onsite July 1, 2024, to observe and document the footing excavations and slab subgrade for Building 2 at the subject site. The footing excavations exposed undisturbed compacted artificial fill (silty sand) that was placed under the observation and testing of SA GEO during recent site grading. The fill was found to be moist and medium dense. The subject footing excavations and slab subgrade are considered geotechnically acceptable for placement of steel and concrete. Any standing water, loose material and/or 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. Anthony Zepeda, CEG 2681 Project Geologist CEO No. 2MI OF CAUF/O(x 15520 Rockfield Boulevard Suite E100 • Irvine, C'ahfomia 92618 • (949)-403-7229 • SAgeotechnicalxom GOf'TOT S COIL ENC C� Final Soil Certification/Release September 18, 2024 Project No. 22025-02 Permit Nos.: BLD2023-04704 BLD2023-04705 BLD2023-04707 BLD2023-04717 BLD2023-04718 To: KB Home BLD2023-04720 9915 Mira Mesa Boulevard, Suite 100 San Diego, California 92131 Attention: Mr. Jesse Kleist Subject: Geotechnical Certification of Building Pads 1 through 6, Palm Court 1, 1075 North Harbor Boulevard, Tentative Tract Map 19170, City of Anaheim, California In accordance with your request, SA Geotechnical, Inc. (SA GEO) has prepared this final grade soil letter documenting our geotechnical certification and release for Building Pads 1 through 6 at the subject site. SA GEO provided full time observation and testing during rough grading and post -grading/ construction including: • Precise grading; • Infrastructure improvement trench backfill; • Storm drain/area drain trench backfill; • Utility connections to the subject buildings; • Retaining wall backfill; • Subgrade preparation; and • Asphalt concrete paving. Rough grading of the building pads generally consisted of remedial removals of the upper 3 to 5 feet (to remove undocumented fill and weathered/unsuitable alluvium), moisture -conditioning, and placement of soil as compacted fill. Remedial removals extended at least 5 feet beyond the building pads. Additional details and compaction test results are provided in the referenced report (SA GEO, 2023). Based on our observation and testing, grading of the subject building pads and associated improvements at the site has been completed in substantial compliance with our recommendations, the project requirements, and the requirements of the City of Anaheim. At the completion of the overall project SA GEO will issue a report providing compaction test results for the post-grading/construction items listed above. I i520 Rock1wId 13oulcvat & Suitc F. 100. 1rFiuc (.-;dif mim W) l e • 104y1 10;.7-'29 • ';A,., o ,, lin :•.d.cnni 22025-02 September 18, 2024 If you have any questions regarding this letter, please contact our office. Respectfully submitted, SA GEOTECHNICAL, INC. Reza Saberi, GE 3071 Principal Engineer Distribution: (1) Addressee (E-mail) (1) Juan Garcia, KB Home (E-mail) Attachment: References Anthony peda, CEG 2681 Project Geologist INNo� \OF CAI�FO� 34W IS Pdm Coon 1(33025411) Soils Cen Leneulocs