Loading...
BRES2024-0123DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Permit Type: Permit Number: Property Address: APN: Legal Description Property Zoning: Valuation: Building Residential BRES2024-0123 57815 PASATIEMPO COURT 764460037 Lot 92 MB 373/59 TR 30092 RL, 92 $180,314.70 Declaration / Acknowledgement BUILDING PERMIT athita CALIFORNIA PHONE (760) 777-7125 WWW.LAQUINTACA.GOV APPLIED DATE: 03/14/2024 ISSUED DATE: 06/27/2024 Owner: Larry Liebel 391 N. Main Street, Suite 205, Corona, CA 92878 Applicant: Larry Liebel 391 N. Main Street, Suite 205, Corona, CA 92878 Contractor: PRIOR TO THE ISSUANCE OF THIS PERMIT FOR CONSTRUCTION, ALTERATION, IMPROVEMENT, DEMOLITION, OR REPAIR THE OWNER, APPLICANT AND/OR CONTRACTOR UNDER PENALTY OF PERJURY HAVE AFFIRMED WHEN APPLICABLE, THROUGH THE SUBMITTAL OF FORMS OR BY OTHER ELECTRONIC MEANS, THE FOLLOWING: LICENSED CONTRACTOR OR OWNER -BUILDER DECLARATION (1 or 2) 1) They are licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and the referenced License is in full force and effect, or; 2) That they are exempt from the Contractors' State License Law for the reason(s) indicated by either (2)(a) and/or (2)(b), or (2)(c) where he or she is exempt from licensure by a valid exemption. [Section 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' State License Law (Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code] Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).) a) As owner of the property, or my employees with wages as their sole compensation, will do all of or portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the Owner -Builder will have the burden of proving that it was not built or improved for the purpose of sale.). b) As owner of the property, will be exclusively contracting with licensed c) Are exempt from licensure under the Contractors' State License Law. As an Owner -Builder, they acknowledge that, except for their personal residence in which they must have resided in for at least one year prior to completion of the improvements covered by this permit, they cannot legally sell a structure built as an owner -builder if it has not been constructed in its entirety by licensed contractors. It is understood that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application was submitted at the following Web site: http://www.leginfo.ca.gov/calaw.html. DECLARATION REGARDING CONSTRUCTION LENDING AGENCY (If applicable) A construction lender will be used for completion of the improvements covered by this permit and the name and information of which is on file for public inspection during the regular business hours of the public entity. Failure of the applicant to indicate the construction lender on the application does not relieve that person of the requirement to give the construction lender preliminary notice from that duty. WORKERS' COMPENSATION DECLARATION (1, 2 or 3) WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 1) Has and will maintain a certificate of consent to self -insure for workers' compensation, issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 2) Has and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 3) Certifies that, in the performance of the work for which this permit is issued, shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, shall forthwith comply with those provisions. NOTICE TO APPLICANT (1, 2 and 3) 1) Each person upon whose behalf this application was made, each person at whose request and for whose benefit work is being performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2) Any permit issued as a result of this application becomes null and void if work is not commenced within 360 days from date of issuance of such permit, or if cessation of work for 180 days will subject permit to cancellation. On or after January 1, 2019, every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 12 months after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 12 months after the time the work is commenced. 3) Certified that they read the application and state that the information provided is correct. Agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above -mentioned property for inspection purposes. IMPORTANT: An Application for Permit was made to the Building Official, subject to the conditions and restrictions set forth at the time of application, which is now hereby an Issued Permit. If any part of the information being supplied on this permit is inaccurate or untrue, please contact the City of La Quinta at (760) 777-7125 immediately for correction. Printed: 6/27/24 11:11 am Page 1 of 5 BUILDING PERMIT Permit Type: Building Residential Permit Number: BRES2024-0123 Property Address: 57815 PASATIEMPO COURT Use of Permit 2,702SF DWELLING - PLAN S853 [VB/RES-3/CLASS A-FR/13D] THIS PERMIT DOES NOT INCLUDE POOL, SPA, BLOCK WALLS OR DRIVEWAY APPROACH. 2022 CALIFORNIA BUILDING CODES. Construction Details Residential Work Type Dwelling - Single Family Detached Patio Square Footage 424 Code Edition 2022 Number of Units 1 Grading Required? Yes, Tract Construction New Electrical Square 3822 Footage Number of Forced Air 2 Furnace(s) Number of Exhaust 1 Hood(s) Water System Install No or Alteration? Sewer Connection? Yes General Plan LDR Lot Number 92 Legal Description Lot 92 MB 373/59 TR 30092 Conditioned Square 2702 Garage Square 729 Footage Footage Fire Sprinkler Square 3431 Construction Type V-B Footage Number of Floors 1 Number of Bedrooms 3 Occupant Load 1 Building/Unit R-3: 1 & 2 Family Occupancy Dwellings, U: Utility/Misc Classification(s) Structures Dwelling Units per 2.62 Original Valuation 180314.70 Acre (CVMSHCP) Electrical Service? Yes Temporary Power No Service? Number of 2 Number of Ventilation 5 Condenser(s) Fan(s) Number of Plumbing 16 Number of Water 1 Fixtures/Traps Heater(s) Back Flow Prevention No Number of Gas 5 Device? Outlet(s) Septic System? No Zoning RL City Limits Within La Quinta Limits Subdivision Name TR 30092 Centerlines 92525 Lot Size 1768.92 Valuation Details Type Group Sq Ft Value Open Carports/Patios Private Garages 424.00 $5,639.20 Wood Frame Private Garages 729.00 $14,288.40 Residential Air Conditioning Equipment 2,702.00 $7,835.80 Residential Sprinkler Systems 3,431.00 $5,832.70 V - Wood Frame Dwellings 2,702.00 $146,718.60 9,988.00 $180,314.70 Printed: 6/27/24 11:11 am Page 2 of 5 BUILDING PERMIT Permit Type: Permit Number: Property Address: Building Residential BRES2024-0123 57815 PASATIEMPO COURT Financial Information Invoice No. INV-00007568 Fee DIF - Library (SFD) Fixture/Trap New Construction Plan Check DIF - Transportation (SFD) Furnace unit, including attached ducts SMI - Residential Building Sewer Services PC Exhaust Hood PC Gas Piping System Outlets CVMSHCP - Residential 0-8 Units per Acre DIF - Comm / Cultural (SFD) Digital Archiving and Records Management Fee Condenser/Compressor PC Residential Electrical PC New Construction Permit DIF - Fire (SFD) Building Sewer PC Residential Electrical Gas Piping System Outlets PC DIF - Park Improvements (SFD) Exhaust Hood Furnace, including attached ducts PC Technology Enhancement Fee Grading Residential - Tract Home Condenser/Compressor Building Standards Administration Fixture/Trap PC DIF - Civic Center (SFD) Services DIF - Maintenance Facilities (SFD) Water Heater/Vent Ventilation Fan TUMF - Single Family Dwelling Ventilation Fan PC Water Heater/Vent PC Total for Invoice INV-00007568 Fee Amount Amount Paid $397.00 $397.00 $244.16 $244.16 $1,491.51 $1,491.51 $4,009.00 $4,009.00 $91.54 $91.54 $23.44 $23.44 $30.51 $30.51 $15.26 $15.26 $6.10 $6.10 $45.77 $45.77 $1,625.00 $1,625.00 $956.00 $956.00 $23.00 $23.00 $61.02 $61.02 $79.64 $79.64 $2,108.70 $2,108.70 $369.00 $369.00 $21.36 $21.36 $229.75 $229.75 $30.51 $30.51 $2,106.00 $2,106.00 $15.26 $15.26 $61.02 $61.02 $8.00 $8.00 $168.42 $168.42 $91.54 $91.54 $8.00 $8.00 $244.16 $244.16 $1,230.00 $1,230.00 $30.51 $30.51 $313.00 $313.00 $15.26 $15.26 $76.30 $76.30 $2,740.00 $2,740.00 $30.50 $30.50 $9.15 $9.15 $19,005.39 $19,005.39 Grand Total for Permit $19,005.39 $19,005.39 Workflow / Inspections Workflow Step / Action Name Action Type Start Date End Date Linked Records v.1 05/22/2024 14:24 Linked Permits v.1 Create Sub Permit 05/22/2024 14:24 Application ky.1 05/22/2024 15:07 Submittal Document Verification v.1 Generic Action 05/22/2024 15:07 Printed: 6/27/24 11:11 am Page 3 of 5 BUILDING PERMIT Permit Type: Permit Number: Property Address: -P4an-Cheelc-v.1 Building Residential BRES2024-0123 57815 PASATIEMPO COURT 05/22/2024 15:07 Permit Issuance v.1 Receive Submittal 05/22/2024 15:07 06/27/2024 11:10 06/27/2024 11:10 Contractor / Owner -Builder Information v.1 Generic Action 06/27/2024 11:10 Verify & Invoice Fees v.1 Generic Action 06/27/2024 11:10 Ready to Issue v.1 Generic Action 06/27/2024 11:10 Verify Fee Payment & Issue Permit v.1 Generic Action 06/27/2024 11:10 Print, Attach, and Email Building Permit v.1 Create Report 06/27/2024 11:10 06/27/2024 11:10 Inspections - Do Not Pour Concrete Until Approved v.1 Setbacks v.1 Inspection Underground Plumbing v.1 Inspection Water Line v.1 Inspection Footing v.1 Inspection Slab v.1 Inspection Inspections - Cover No Work Until Approved v.1 Roof Nail v.1 Inspection Okay to Wrap v.1 Inspection Framing v.1 Inspection Rough Electrical v.1 Inspection Rough Mechanical v.1 Inspection Rough Plumbing v.1 Inspection Rough Fire Clearance Bldg v.1 Inspection Shower Pan v.1 Inspection Insulation v.1 Inspection Drywall Nail v.1 Inspection Exterior Lath v.1 Inspection Gas Test v.1 Inspection Sewer Connection v.1 Inspection Inspections - Masonry v.1 Inspections - Electrical for Meter Release v.1 Temporary Power v.1 Inspection Temp Use of Permanent Power v.1 Inspection Inspections - Final v.1 Final Building v.1 Inspection Certificate of Occupancy v.1 Certificate of Occupancy v.1 Create Report Printed: 6/27/24 11:11 am Page 4 of 5 BUILDING PERMIT Permit Type: Permit Number: Property Address: Building Residential BRES2024-0123 57815 PASATIEMPO COURT Inspections Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work shall remain visible and able to be accessed for inspection purposes until approved. Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Inspections presuming to give authority to violate or cancel the provisions of the applicable code and other ordinances of the jurisdiction shall not be valid. It shall be the duty of the owner or the owner's authorized agent to cause the work to remain visible and able to be accessed for inspection purposes. Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of any material required to allow inspection. It shall be the duty of the holder of the building permit or their duly authorized agent to notify the building official when work is ready for inspection. It shall be the duty of the permit holder to provide access to and means for inspections of such work that are required by this code. Certificate of Occupancy A building or structure shall not be used or occupied in whole or in part, and a change of occupancy of a building or structure or portion thereof shall not be made, until the building official has issued a certificate of occupancy therefor as provided herein. Issuance of a certificate of occupancy shall not be construed as an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. Service Utilities A person shall not make connections from a utility, a source of energy, fuel, or power, or a water system or sewer system to any building or system that is regulated by the applicable code and other ordinances of the jurisdiction for which a permit is required, until approved by the building official. Printed: 6/27/24 11:11 am Page 5 of 5 „e PETRA SOLID AS A ROCK ENGINEERS + GEOLOGISTS + ENVIRONMENTAL SCIENTISTS April 29, 2024 J.N. 21-176 RICHMOND AMERICAN HOMES 391 North Main Street, Suite 205 Corona, California 92880 Attention: Mr. Larry Liebel Subject: Building Pad Recertification, Lots 28-32, 57 and 90-93 (Phases, 16, 17, 18 and Build Out) of Tract 30092, Bella at Piazza Serena Project, Off Avenue 58, City of La Quinta, Riverside County, California References: See Attached List Dear Mr. Liebel: At your request, Petra Geosciences, Inc. (Petra) has prepared this building pad recertification of Lots 28 through 32, 57 and 90 through 93 (Phases 16-18 and BO) of Tract 30092, located in the city of La Quinta, California. Build out Lot 94 remains to be completed at a later date. Previous Site Grading Earth Systems Southwest (ESSW) provided intermittent observation and testing during rough grading of Tract 30092, which started on January 17, 2005 and reportedly ended on April 7, 2005 (ESSW, 2005). Prior to grading the site consisted of vacant land with sparse to heavy desert vegetation. The site was moisture - conditioned prior to clearing vegetation. Following clearing, the lots were over -excavated to a depth of 2 feet below footings or 3 feet below finish pad, whichever was greater, and the exposed surface was processed by either moistening or drying of soils and compacting to a minimum of 90 percent to a depth of 12 inches. Fill materials, consisting of onsite and import soils, were then placed in thin lifts, moisture - conditioned, and compacted to a minimum of 90 percent relative compaction. Areas not meeting 90 percent compaction were reworked and retested. Based upon intermittent observations and testing during grading operation from January 17 through April 7, 2005 on this project, it was ESSW's opinion that the grading had met the intent of the recommendations of the referenced geotechnical engineering report, as well as the grading ordinances of the City of La Quinta. Petra had previously reviewed the reported compaction test results provided in the ESSW final report and it appears that all failing tests were retested and reported to achieve a minimum 90 percent relative compaction, although elevations of the retests were not provided and the description of the compaction test locations were not identified by lot number. What appears to be removal bottom tests were not identified Offices Strategically Positioned Throughout Southern California RIVERSIDE COUNTY OFFICE 40880 County Center Drive, Suite M, Temecula, CA 92591 T: 951.600.9271 F: 951.719.1499 For more information visit us online at www.oetra-inc.com RICHMOND AMERICAN HOMES Bella at Piazza Serena Project / La Quinta April 29, 2024 J.N. 21-176 Page 2 with elevations, therefore it was difficult to confirm the total amount of fill underlying each lot. Finish grade tests were listed for 22 locations of the 97 lots within the overall tract. Based on the five compaction maps, no compaction tests were plotted on 16 of the 97 lots and only the bottom removal tests are plotted on 14 lots. Assuming that the recommended overexcavation depth of 3 feet below finish pad grade was completed, 8 lots may have 3 feet or more fill without compaction tests reported, and 8 lots with between 2 and 3 feet of fill without compaction tests reported, although tests are generally present on the adjacent lots. Based on Google Earth aerial photographs, earthwork appears to have continued within the site after the July 11, 2005 date of the ESSW report. An aerial photograph dated January16, 2006 depicted what appeared to be earthwork activities throughout the subject lots and what appeared to be import trucks within Lots 30 through 41. Additionally, hummocky surfaces visible on Lots 5 through 14 appears to be end -dumped stockpiled soils covering the lots. For comparison purposes, a 2006 USDA color aerial depicts active watering of the subject pads and end -dumps soils on the pad surfaces of subject Lots 6 through 10 and possibly on subject Lots 25 through 29. Lastly, what appears to be a depression on subject Lot 41 suggests an abandoned well excavation. Presumably, all the additional earthwork that was eventually competed was observed and tested by ESSW, however no additional reports or data was available to substantiate this. Prior Supplemental Geotechnical Assessment As a result of the lack of comprehensive documentation of final grading and compaction testing, Petra conducted a field assessment of existing as -graded conditions within the subject lots, using both hollow - stem auger borings and Cone Penetration Test (CPT) soundings (Petra, 2021a). Petra conducted an initial field exploration on March 17, 2021 to evaluate the natural subsurface soils, assess groundwater depths and liquefaction potential which included the three test soundings. Subsequently, Petra returned to the subject site to drill, log, and sample 15 hollow -stem auger borings on March 23, 2021 to evaluate the quality of the previously placed fill and the native soils supporting the fill. CPT soundings were completed to a depth of 65 feet below the ground surface (bgs). Seismic shear wave velocities were measured in one CPT at five-foot intervals and the groundwater depth was measured in one CPT. Hollow stem auger borings were drilled and sampled to a maximum depth of approximately 9.5 feet below existing grades. Relatively undisturbed ring and disturbed, representative bulk samples of soil were collected from the geotechnical borings for laboratory testing. eGEOSCIENCES"° PETRA SOLID AS A ROCK RICHMOND AMERICAN HOMES Bella at Piazza Serena Project / La Quinta April 29, 2024 J.N. 21-176 Page 3 Laboratory testing was performed on various representative samples collected from the drill rig locations for classification and engineering analysis purposes. Testing includes in -situ dry density and moisture content, maximum density and optimum moisture content, expansion potential, and soil corrosivity. Based on our observations and sampling conducted from the 15 exploratory hollow -stem auger borings, sufficient removals appear to have been performed within the site during the previous remedial grading operations. The compacted fills encountered within our borings were found to be supported by medium dense natural alluvium. Based on our review of the original site topography, finish pad grades and assumed remedial removal depths recommended by ESSW (2004), we anticipated approximately 3 feet of compacted fills to support the subject building pads. Following our 15 borings, we observed the subject lots to be mostly supported by fills on the order of 2.5 to 4 feet in thickness, very close to the prior assumptions. Based on the hollow -stem auger drill rig sampler blow counts, visual observations of the samples obtained during drilling and a comparison of the drive sample data, the in -place engineered fill materials at the 15 total borings (approximately one per every 4 lots) were observed to be sufficiently well compacted. However, the upper 2 feet of building pad soils are very dry and somewhat desiccated with the passage of time (i.e., approximately 16 years since grading was completed). CONCLUSIONS AND RECOMMENDATIONS Overall Site Suitability Based on the current design, as -graded conditions and our current involvement with the project, the proposed residential construction within the project site is feasible from a geotechnical standpoint if accomplished in accordance with the City of La Quinta requirements and our following recommendations. Based on the result of our 2021 field borings and laboratory testing, fill soils within the subject building pads had been subject to erosion and slight desiccation, loss of moisture and surficial compaction. In addition, the existing fills were found to be well dry of optimum moisture content in the upper approximately 2 feet of the building pad surfaces. To reduce the potential for settlement, we recommended that the upper 2 feet of fill materials within the building pads (encompassing an area 5 feet outside of building footprint) be moisture -conditioned and re -compacted prior to footing excavation. This could be accomplished by removal of the upper 12 inches, followed by thorough scarifying, moisture -conditioning and re -compacting 12 inches of the exposed bottom prior to re -placement of engineered fill to achieve proposed pad grade. 0 OEOSCIENCES"c. PETRA SOLID AS A ROCK RICHMOND AMERICAN HOMES Bella at Piazza Serena Project / La Quinta Remedial Grading and Lot Re -Conditioning April 29, 2024 J.N. 21-176 Page 4 Remedial grading of the subject lots was conducted in late April 2024. The subject building pads were first cleared of any vegetation prior to overexcavation of the upper approximately 12 inches of existing pad grade soils. The exposed excavation bottom was then scarified to a depth of approximately 12 inches, moisture -conditioned to slightly above optimum conditions and then re -compacted in -place to 90 percent or more relative compaction prior to re -placement of fill to restore the finish pad grades. A representative from Petra observed site conditions and tested the processed excavation bottoms and the engineered fill placement within the building pads to verify 90 percent or more relative compaction at slightly above optimum moisture content between April 22 and 26, 2024. Field Density Testing During the remedial grading, field density tests were performed on the subject lots nuclear gauge test method ASTM D 6938. Test results are listed in the attached Field Density Test Results, Table 1. The compacted building pad soils were tested at the time of remedial grading to determine moisture content, in - situ density and relative compaction. Relative compaction was calculated based on the laboratory maximum density deemed to be appropriate for the soil conditions. Visual classification of earth materials in the field was the basis for determining which maximum density value was applicable for a given density test in soil materials. Laboratory Testing The laboratory maximum dry density and optimum moisture content for the predominant soil type encountered during building pad re -conditioning were determined by ESSW and/or by Petra in accordance with ASTM D 1557. Lot Suitability Based on Petra's field density testing and review of site conditions, the subject building pads are deemed suitable for their intended use provide the moisture content is maintained at or slight above optimum moisture content during footing excavation. Foundation design recommendations presented in the referenced reports remain applicable (Petra, 2021 c). PETIENCEWRA SOLID AS A ROCK RICHMOND AMERICAN HOMES Bella at Piazza Serena Project / La Quinta April 29, 2024 J.N. 21-176 Page 5 We appreciate this opportunity to be of service. Should you have questions, please contact this office. Respectfully submitted, PETRA GEOSCIENCES, INC. Grayson R. Walker Principal Engineer GE 871 DJ/GRW/lv Attachments: Distribution: 4/J°/2.4- References Table 1 — Field Density Test Results (1) Addressee (electronic) (1) Mr. Gustavo Sanchez, Richmond American Homes W:\2020-2025\2021\100\21-176\Reports\21-176 250 Recert Letter (Phase 16-18 & BO).docx 0 OEOSCIENCES"c. PETRA SOLD AS A ROCK RICHMOND AMERICAN HOMES Bella at Piazza Serena Project / La Quinta REFERENCES April 29, 2024 J.N. 21-176 Page 6 Earth Systems Southwest (ESSW), 2004, Geotechnical Engineering Report, La Quinta 97 Tract 30092, Proposed 39-Acre Residential Development, NWC of Monroe Street and Avenue 58, La Quinta, Riverside County, California, for K. Hovnanian Forecast Homes, Inc., File Number 09870-01, 04-11-795, dated December 6. , 2005, Final Report of Testing and Observations Performed During Grading, Tract 30092, La Quinta, California, for K. Hovnanian Forecast Homes, Inc., File Number 09870-02, 05-07-743, dated July 11. Hunsaker & Associates Irvine, Inc., 2021, Precise Grading Plan for Tract No. 30092, Lots 1, 5-14, 20-47, 57-69 and 90-93, plots dated December 21. Petra Geosciences, Inc., 2021 a, Feasibility/Due-Diligence Geotechnical Review Report, Piazza Serena Project, 60 Vacant Residential Lots within Tract 30092, Northwest Corner Monroe Street and 58th Avenue, City of La Quinta, Riverside County, California, J.N. 21-176, dated April 9. , 2021b, Post -Tension Foundation Recommendations, 60 Vacant Residential Lots within Tract 30092, Piazza Serena Project, Northwest Corner Monroe Street and 58th Avenue, City of La Quinta, Riverside County, California, J.N. 21-176, dated August 23. , 2021 c, Updated Geotechnical Recommendations and Review of Precise Grading Plans, Bella at Piazza Serena Project, Lots 1, 5-14, 20-47, 57-69 and 90-97, Tract 30092, City of La Quinta, Riverside County, California, J.N. 21-176, dated December 20. eGEOSCIENCES" PETRA SOLID AS A ROCK TABLE I Field Density Test Results Test Date Test No. (' ltNam li ���������������� s) Elev. (ft.) Soil Type Moisture (%) Dry Density (Pcf) Test Type* Rel. Comp. (%) Prol. Spec. (%) Pass/Fail (P/F) Opt. Field Max. Field Recertification 04/22/2024 95 VIDA BELLA DRIVE 32 -2.0 B8 12.5 15.0 118.5 107.1 N 90 90 P 04/22/2024 96 VIDA BELLA DRIVE 31 -2.0 B8 12.5 15.1 118.5 106.5 N 90 90 P 04/22/2024 97 VIDA BELLA DRIVE 30 -2.0 B8 12.5 14.2 118.5 106.1 N 90 90 P 04/22/2024 98 VIDA BELLA DRIVE 31 FG B8 12.5 14.4 118.5 114.4 N 97 90 P 04/22/2024 99 VIDA BELLA DRIVE 32 FG B8 12.5 13.0 118.5 111.6 N 94 90 P 04/23/2024 100 VIDA BELLA DRIVE 30 FG B8 12.5 13.1 118.5 113.9 N 96 90 P 04/23/2024 101 VIDA BELLA DRIVE 29 -2' B8 12.5 12.9 118.5 109.4 N 92 90 P 04/23/2024 102 VIDA BELLA DRIVE 28 -2 B8 12.5 13.5 118.5 106.5 N 90 90 P 04/23/2024 103 VIDA BELLA DRIVE 29 FG B8 12.5 14.2 118.5 109.1 N 92 90 P 04/23/2024 104 VIDA BELLA DRIVE 28 FG B8 12.5 13.0 118.5 108.4 N 91 90 P 04/25/2024 105 PASATIEMPO COURT 92 -2' B8 12.5 13.4 118.5 107.4 N 91 90 P 04/25/2024 106 PASATIEMPO COURT 91 -2' B8 12.5 14.8 118.5 106.9 N 90 90 P 04/25/2024 107 PASATIEMPO COURT 90 -2' B8 12.5 13.3 118.5 107.4 N 91 90 P 04/25/2024 108 IL SERENATA DRIVE 57 -2' B8 12.5 15.3 118.5 106.5 N 90 90 P 04/25/2024 109 PASATIEMPO COURT 92 FG B8 12.5 15.0 118.5 109.0 N 92 90 P 04/25/2024 110 PASATIEMPO COURT 91 FG B8 12.5 14.6 118.5 109.5 N 92 90 P 04/25/2024 111 PASATIEMPO COURT 90 FG B8 12.5 13.2 118.5 108.1 N 91 90 P 04/25/2024 112 IL SERENATA DRIVE 57 FG B8 12.5 14.5 118.5 106.6 N 90 90 P 04/26/2024 113 PASATIEMPO COURT 93 -2' B8 12.5 14.3 118.5 107.2 N 90 90 P 04/26/2024 114 PASATIEMPO COURT 93 FG B8 12.5 16.7 118.5 109.1 N 92 90 P PETRA GEOSCIENCES, INC. J.N. 21-176 Piazza Serena Tract No. 30092 4/29/2024 1 of 1 HUNSAKER & ASSOCIATES I R V I N E, I N C. Planning • Engineering • Surveying Three Hughcw ■ Irvinr, (A 42618 • ')4')i 581-101(1 H&A Project: pA-22.1,4 !Z 6"4"4" W.O. Number: OCY76,— ZS2i CERTIFICATION FIELD MEMO DATE a-tio1.4 ATTENTION ci l / .� /J s�1 L � REFERENCE PROJECT CERTIFICATION OF: Tract No. 3 OTC Address Lots / Buildings 7 C 7 go'4y Permit No. Approved Plan ,I)ILgeigta' G�iAC? Cam' Building Forms The horizontal positions, front setbacks, sideyard setbacks and finished floor elevations on the above lots or buildings are found to be in substantial conformance with the approved plan. This memo does not include certification of building types and their dimensions. 0 Line and Grade The horizontal and vertical location of is found to be in substantial conformance with the approved plan. REMARKS Lb (- O'(LN\ C- Lr Uo P3 51 co- 014 L HUNSAKER & ASSOCIATES IRVINE, INC. By: SIGNATURE ' !/�•. ��.�'�+ TITLE `44i H&A F-02 - REV. 1/12 PLANNING ENGINEERING SURVEYING GOVERNMENT RELATIONS IRVINE LOS ANGELES PALM DESERT RIVERSIDE SAN DIEGO PRINCIPALS: FRED GRAYLEE BRADLEY HAY KAMAL KARAM DOUGLAS STALEY JOSEPH E. WIGHTMAN FOUNDING PARTNERS: RICHARD HUNSAKER TOM R. McGANNON JOHN A. MICHLER DOUGLAS G. SNYDER Three Hughes Irvine, California 92618-2021 (949) 583-1010 PH (949) 583-0759 FX www.hunsaker.com HUNSAKER &ASSOCIATES I R V I N E, I N C. May 2, 2024 City of La Quinta, Public Works Department P.O. Box 1504 La Quinta, CA 92247-1504 RE: Pad Certification —Bella at Piazza Serena, Tract Map No. 30092, Lots 57 & 90-93 (Phases 18 & BO) Dear Counter Technician: This letter is to verify that the locations and elevations of the building pads for Lots 57 and 90-93 of Tract Map No. 30092 were field checked by Hunsaker & Associates, and found to be in substantial conformance with the approved Precise Grading Plan. The results are as follows: Lot # Address Plan Field Difference 0057 81-859 IL Serenata Drive 37.1 37.1 0.0 0090 57-895 Pasatiempo Court 37.0 37.0 0.0 0091 57-855 Pasatiempo Court 37.6 37.6 0.0 0092 57-815 Pasatiempo Court 38.2 38.2 0.0 0093 57-775 Pasatiempo Court 38.6 38.6 0.0 If you have any questions, please contact our office. Respectfully, HUNSAKER & ASSOCIATES IRVINE, INC. Registered Civil Engineer W.O. 0076-252F Project: PiazzaSerena B.Etemadi:rca RTIFICATE OF OCCUPANCY DESIGN AND DEVELOPMENT DEPARTMENT This Certificate is issued pursuant to the requirements of Chapter 1 Section R110 of the California Residential Code, certifying that, at the time of issuance, this structure was in compliance with the provisions of the Building Code and the various ordinances of the City regulating building construction and/or use. BUILDING ADDRESS: 57815 PASATIEMPO COURT Use Classification: Building Residential Occupancy Group: U: Utility/Misc Type of Construction: V-B Structures/ R-3: 1 & 2 Family Dwellings Code Edition: 2022 Sprinkler Installed: YES By: Edward Ghera Date: 2/20/2025 12: 00:OOAM Building Official: AJ ORTEGA alitra GEM of the DESERT — Permit No.: BRES2024-0123 Land Use Zone: RL Sprinkler Required: YES Owner of Building: Larry Liebe! Address: 391 N. Main Street, Suite 205 City, ST, ZIP: Corona, CA 92878 POST IN A CONSPICUOUS PLACE