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BRES2020-0218
DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Permit Type: Permit Number: Property Address: APN: Legal Description Property Zoning: Valuation: Building Residential BRES2020-0218 81325 COLUMBUS WAY 767690003 $1,239,123.20 Declaration / Acknowledgement BUILDING PERMIT Ottigta CALIFORNIA PHONE (760) 777-7125 WWW.LAQUINTACA.GOV APPLIED DATE: 09/08/2020 ISSUED DATE: 12/10/2020 Owner: TIM KAINTZ P.O. BOX 610, LAKE STEVENS, WA 98258 Applicant: Daniel Alvear 445 Marine View, Suite 280, Del Mar, CA 92014 Contractor: Kelly Bradshaw / 848057 81335 Thunder Gulch Way, La Quinta, CA 92253 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: 11/4/24 12:20 pm Page 1 of 5 BUILDING PERMIT Permit Type: Permit Number: Property Address: Building Residential BRES2020-0218 81325 COLUMBUS WAY Use of Permit KAINTZ / 9,932SF DWELLING/VB/RES-3/CLASS A-FR/13D *** REVISION 1 - OMIT 4,264 HABITABLE BASEMENT, DWELLING RESULTIN IN A TOTAL OF 9,932 SF. CHANGE TO ELECTRICAL SERVICE. #III# KAINTZ / 9,932SF DWELLING/VB/RES-3/CLASS A-FR/13D *** 14,196SF DWELLING -[VB/RES-3/CLASS A-FR/13D] THIS PERMIT DOES NOT INCLUDE POOL, SPA, BLOCK WALLS, PV SYSTEM OR DRIVEWAY APPROACH. 2016 CALIFORNIA BUILDING CODES. Construction Details Residential Work Type Dwelling - Single Family Detached Patio Square Footage 1634 Code Edition Number of Units Dwelling Units per Acre (CVMSHCP) Electrical Service? Number of Condenser(s) Number of Plumbing Fixtures/Traps Water System Install or Alteration? Sewer Connection? 2019 1 1.36 Yes 10 28 Yes Yes Conditioned Square Footage Fire Sprinkler Square Footage Number of Floors Number of Bedrooms 5 Building/Unit Grading Required? Yes, New Dwelling Occupancy Classification(s) Number of Flag or Light Pole(s)? Temporary Power Service? Number of Ventilation Fan(s) Number of Roof Drains 10 14196 16366 1 R-3: 1 & 2 Family Dwellings 0 Yes 14 Back Flow Prevention Yes Device? Garage Square Footage Construction Type New Electrical Square Footage Number of Forced Air Furnace(s) Number of Exhaust Hood(s) Number of Water 2 Heater(s) Number of Gas Outlet(s) 2170 V-B 16366 10 2 16 Valuation Details Sq Ft Value Printed: 11/4/24 12:20 pm Page 2 of 5 BUILDING PERMIT Permit Type: Permit Number: Property Address: Building Residential BRES2020-0218 81325 COLUMBUS WAY Financial Information Invoice No. PERMIT-BRES2020-021 8 Fee RESIDENTIAL, EA ADDITIONAL 1,000SF BUILDING SEWER SERVICES PC RESIDENTIAL, EA ADDITIONAL 1,000SF PC DIF - LIBRARY EXHAUST HOOD TUMF 2018 - SINGLE FAMILY DWELLING NEW CONSTRUTION - SINGLE FAMILY RESIDENTIAL CONDENSER/COMPRESSOR DIF - COMMUNITY CULTURAL HOURLY CHARGE - CITY BUILDING STAFF RECORDS MANAGEMENT FEE - MAJOR CONDENSER/COMPRESSOR PC FIRE NEW RESIDENITIAL PC GAS SYSTEM, 5+ OUTLETS RESIDENTIAL - CUSTOM HOME >7KSF DIF - FIRE PROTECTION FIRE NEW RESIDENTIAL HOURLY CHARGE - INTERWEST PLANS EXAMINER BUILDING SEWER PC GAS SYSTEM, 5+ OUTLETS PC WATER HEATER/VENT PC SMI - RESIDENTIAL ROOF DRAIN PC NEW CONSTRUCTION PERMIT 2019 VENT FAN DIF - CIVIC CENTER RESIDENTIAL, FIRST 1,000SF PC RESIDENTIAL, FIRST 1,000SF FIXTURE/TRAP DIF - MAINTENANCE FACILITIES BACKFLOW DEVICE BSAS SB1473 FEE SEWER CONNECTION/SEPTIC ABANDON HOURLY CHARGE - INTERWEST STRUCTURAL PLAN REVIEW DIF - TRANSPORTATION WATER HEATER/VENT ROOF DRAIN DIF - PARK IMPROVEMENTS BACKFLOW DEVICE PC TEMP POWER SERVICE EXHAUST HOOD PC TECHNOLOGY ENHANCEMENT FEE PLAN CHECK/PERMIT EXTENSION PROCESSING HOURLY CHARGE - CITY BUILDING STAFF TEMP POWER SERVICE PC Fee Amount Amount Paid $219.04 $219.04 $26.83 $26.83 $13.42 $13.42 $90.24 $90.24 $397.00 $397.00 $26.84 $26.84 $2,310.00 $2,310.00 $161.00 $161.00 $402.50 $402.50 $543.00 $543.00 $201.25 $201.25 $21.00 $21.00 $268.30 $268.30 $242.00 $242.00 $40.25 $40.25 $40.25 $40.25 $369.00 $369.00 $161.00 $161.00 $200.00 $200.00 $18.78 $18.78 $26.83 $26.83 $16.10 $16.10 $161.09 $161.09 $134.20 $134.20 $6,318.10 $6,318.10 $187.88 $187.88 $1,086.00 $1,086.00 $53.13 $53.13 $161.00 $161.00 $375.76 $375.76 $235.00 $235.00 $13.42 $13.42 $50.00 $50.00 $26.83 $26.83 $125.00 $125.00 $3,426.00 $3,426.00 $26.84 $26.84 $134.20 $134.20 $2,077.00 $2,077.00 $5.37 $5.37 $26.83 $26.83 $10.74 $10.74 $5.00 $5.00 $111.71 $111.71 $87.50 $87.50 $18.78 $18.78 Printed: 11/4/24 12:20 pm Page 3 of 5 BUILDING PERMIT Permit Type: Permit Number: Property Address: Building Residential BRES2020-0218 81325 COLUMBUS WAY FIXTURE/TRAP PC VENT FAN PC CHANGE OF CONTR/ARCH/OWNER PROCESSING SEWER CONNECTION/SEPTIC ABANDON PC PARTIAL INSPECTION FEE ART IN PUBLIC PLACES - RESIDENTIAL SERVICES RESIDENTIAL - CUSTOM HOME >7KSF PC NEW CONSTRUCTION PLAN CHECK 2019 Total for Invoice PERMIT-BRES2020-0218 $375.76 $75.18 $111.71 $18.78 $80.50 $2,597.81 $26.83 $201.25 $3,854.10 $27,993.93 $375.76 $75.18 $111.71 $18.78 $80.50 $2,597.81 $26.83 $201.25 $3,854.10 $27,993.93 Grand Total for Permit $27,993.93 $27,993.93 Workflow / Inspections Workflow Step / Action Name Inspections v.1 FINAL INSPECTION v.2 FINAL INSPECTION v.1 TEMP USE OF PERM PWR v.2 LATH v.2 .............................................................................................................................. LATH v.1 .............................................................................................................................. DRYWALL NAIL v.1 .............................................................................................................................. INSULATION v.1 .............................................................................................................................. ROUGH MECH v.2 .............................................................................................................................. ROUGH ELEC v.2 .............................................................................................................................. ROUGH PLBG v.2 FRAMING v.2 FRAMING v.1 ROUGH MECH v.1 ROUGH ELEC v.1 ROUGH PLBG v.1 OKAY TO WRAP v.1 OVERHEAD ROUGH PIPING v.2 OVERHEAD ROUGH PIPING v.1 ROOF NAIL v.2 ROOF NAIL v.1 FOOTINGS v.1 SLAB v.1 UNDERGROUND ELEC v.1 TEMPLATE FOOTING v.2 SEWER CONNECTION v.1 UNDERGROUND PLBG v.2 TEMPLATE FOOTING v.1 TEMPORARY POWER v.1 .............................................................................................................................. UNDERGROUND MECH v.3 .............................................................................................................................. UNDERGROUND MECH v.2 Action Type Inspection Inspection .................________ Inspection Inspection ................................... Inspection ................................... Inspection ................................... Inspection ................................... Inspection ...................................... Inspection ...................................... Inspection Inspection Inspection Inspection Inspection Inspection Inspection Inspection Inspection Inspection Inspection Inspection Inspection Inspection Inspection Inspection Inspection Inspection Inspection ................................... Inspection ................................... Inspection Start Date End Date 09/08/2020 0:00 Printed: 11/4/24 12:20 pm Page 4 of 5 BUILDING PERMIT Permit Type: Permit Number: Property Address: Building Residential BRES2020-0218 81325 COLUMBUS WAY UNDERGROUND PLBG v.1 UNDERGROUND MECH v.1 TEMP USE OF PERM PWR v.1 Inspections - Final v.1 Final Building v.1 Certificate of Occupancy v.1 Certificate of Occupancy v.1 Inspection Inspection Inspection Inspection Create Report 08/30/2023 16:41 08/31/2023 14:13 08/30/2023 16:41 08/31/2023 14:13 08/31/2023 14:46 08/31/2023 14:46 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: 11/4/24 12:20 pm Page 5 of 5 t t it t at da DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 (760) 777-7125 FAX (760) 777-7011 CERTIFICATION OF BUILDING AREA STREET ADDRESS OF JOB: 81-325 COLUMBUS WAY APN: 767-690-003 DESCRIPTION OF WORK: NEW DWELLING (SEE NOTES BELOW) SQUARE FOOTAGE: 9,932 SQ FT. (REVISED LIVING SQ FT.) OWNER'S NAME: TIM KAINTZ NOTES: OMIT 4,264 HABITABLE BASEMENT, DWELLING RESULTING IN A TOTAL OF 9,932 SF. For questions regarding this letter, please contact: City of La Quinta Permit Center (760) 777-7125 Coachella Valley Unified School District 83-733 Avenue 55 P O Box 847 Thermal, CA 92274 (760) 398-5909 Desert Sands Unified School District 47-950 Dune Palms Road La Quinta, CA 92253 (760) 771-8515 BY: CI TY OF LA QU N TA BULDNGOVI9ON REVI EYED FOR COCE COIWLI AV CE J.HIVH T /A DE: D411912021 March 12, 2021 CITY OF LA QUINTA - FIRST REVIEW Permit No: BRES2020-0218 Interwest No.: LAQ21-0012 Non -Structural: 2.0-hours Structural: XX-hours City of La Quinta Building Department 78-495 Calle Tampico La Quinta, CA 92253 Plan Review: Address: InW INTERWEST Residential — Revision To Previously Approved Plan for New Single Family Residence 81325 Columbus Way Interwest Consulting Group has completed a first code compliance review of the following documents on behalf of the City of La Quinta: 1. Drawings: Electronic copies of following: a. GN1 through A9.2 dated 02/26/2021 by Hayer Architecture. b. S1 through SD3.4 dated 02/26/2021 by Delta Engineering. c. HFX1 through HFX3 dated 01/01/2017 by Hardy Frame d. M1 through M6 dated 02/24/2021 by Breeze Air Conditioning LLC. e. P1.0 through P1.3 dated 01/19/2021 by JD Mechanical. f. El through E7 dated 02/26/2021 by Hayer Architecture. g. L0.0 through L4.0 dated 7.20.2020 by GDG. 2. Structural Calculations: Electronic copy dated 02/2021 by Delta Engineering. The 2019 California Residential Code, 2019 California Building Code (structural engineering design provisions only), 2019 California Mechanical Code, 2019 California Plumbing Code, 2019 California Electrical Code, 2019 California Green Building Standards Code, and 2019 California Energy Code were used as the basis of this review. Plan review comments follow on the attached list. Please submit an itemized response letter and complete and revised documents with directly to city of La Quinta Building and Safety Department. Sincerely, INTERWEST CONSULTING GROUP Adrienne Peterson, CPE Non -Structural 1500 S. Haven Ave I Suite 220 Ontario, CA 91761 Bryan Montes, CPE Structural 909.295-3142 INTERWESTGRP.COM Revision to Approved Plans 81325 Columbus 3/12/21 PROJECT DATA: City of La Quinta - First Review lnterwest Project No. LAQ21-0012 PermitApp: BRE52021-0218 Page 2 of3 Occupancy Group(s): R-3 Sprinkled: Yes Type(s) of Construction: V-B Risk Category: Stories/Height: 1/19'6" Seismic Design Category: Building Area: 11,185 Valuation: Occupant Load: <10 GENERAL COMMENTS: G1. The following plan review documents are based on the City of La Quinta Building Regulations. The following comments reference the 2019 California Building Standards Code as amended by the authority having jurisdiction unless otherwise noted. G2. Please respond in writing to each plan review comment by marking this comment list or creating a response letter. Indicate which detail, specification, or calculation shows the requested information. At minimum, the following should be included with each plan review response: • • • Page / sheet number(s), detail / specification number(s), etc., and include all applicable code section(s). Briefly explain in writing how the design is intended to comply with the applicable code sections. Please provide a narrative of revisions made outside the plan review comments. Complete and clear responses will expedite the re -check of this project. G3. Please be sure to include on the re -submittal the architect's and /or engineer's stamp, signature, date of signature, and registration number on all sheets of plans depicting structural designed elements and cover sheets of calculations. CBPC 5536.1 and 6735. INTERWEST Revision to Approved Plans City of La Quinta - First Review 81325 Columbus lnterwestProject No. LAQ21-0012 3/12/21 PermitApp: BRE52021-0218 Page 3 of3 PLAN REVIEW COMMENTS: BUILDING AND LIFE SAFETY: [Adrienne Peterson; apeterson@interwestgrp.com; 951.322.4272] No comments. 03/10/2021 AP ENERGY COMPLIANCE: [Adrienne Peterson; apeterson@interwestgrp.com; 951.322.4272] Electrical Compliance: No comments. 03/10/2021 AP Mechanical Compliance: No comments. 03/10/2021 AP Envelope Compliance: EC1. Drawing M2: A. The total square footage of the dwelling does not correspond with the cover sheet of the plans, please review and revise. B. The fenestration /glazing schedule does not correspond with the revisions of the window schedule on drawing A9.2. Please review and revise. CaIGREEN: [Adrienne Peterson; apeterson@interwestgrp.com; 951.322.4272] No comments 03/10/2021 AP STRUCTURAL: [Bryan Montes; bmontes@interwestgrp.com; 909.212.0171] No structural comments — 03/12/2021 BM Please contact the listed reviewers between 9:00 A.M. and 4:00 P.M., M-F, with any questions. [END] INTERWEST 'edit ot 4 atibfra, DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 (760) 777-7125 FAX (760) 777-7011 CERTIFICATION OF BUILDING AREA STREET ADDRESS OF JOB: 81-325 COLUMBUS APN: 767-690-003 DESCRIPTION OF WORK: NEW DWELLING SQUARE FOOTAGE: 14,196 SQ FT. OWNER'S NAME: TIM KAINTZ For questions regarding this letter, please contact: City of La Quinta Permit Center (760) 777-7125 Coachella Valley Unified School District 83-733 Avenue 55 P0Box 847 Thermal, CA 92274 (760) 398-5909 Desert Sands Unified School District 47-950 Dune Palms Road La Quinta, CA 92253 (760) 771-8515 Coachella Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 Project Name: Madison Club Owner's Name: Tim Kaintz This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT LEVEL ONE AMOUNT; LEVEL TWO AMOUNT: MITIGATION AMOUNT: COMM/IND. AMOUNT: DATE: RECEIPT: CHECK #: INITIALS CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Address: 81-325 Columbus, LaQuinta Date: December 10, 2020 Phone No. 760-347-4246 Project Description: SFD APN: 767-690-003 Tract #: Lot #'s: Type of Development: Residential XX Commercial Industrial Total Square Feet of Building Area: 14, 196 sq. ft. Certification of Applicant/Owners: The person signing certifies that the above information is correct and makes this statement under penalty of perjury and further represents that he/she is authorized to sign on behalf of the owner/developer. Dated: December 10, 2020 Signature: 44(ateuLi' ********************************,p**'********************************** SCHOOL DISTRICT'S REQUIREMENTS FOR THE OVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code Gov. Code Project Agreement Existing Not Subject to Fee 17620 65995 Approval Prior to 1/1/87 Requirement Commercial Number of Sq.Ft. 14196 Amount per Sq.Ft. $4.08 Amount Collected $57919.68 Building Permit Application Completed: Yes/No By: Laurie Howard Note: Pursuant to AB 181 any room additions or enclosures of 500 sq. ft. or less are exempt from developer fees. Any mobile homes being relocated within the same school district's jurisdiction are exempt from developer fees. Certificate issued by: Laurie Howard, Administrative Spec. Signature: NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND STATEMENT OF FEES Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District provide (1) a written notice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 90-day period to protest the imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to advise you that the 90-day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this time or in whole or in part prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date of issuance. Extension will be granted only for good cause, as determined by the School District, and up to three (3) such extensions may be granted. N,.V:c'mv���5ca Liecs certi(-4cnnn:pIi;inf:nn1IIIidaiCd3-%O07 11/2010 SUB CONTRACTOR LIST Job Performed Name & Address Contact Person Telephone General Contractor Bradshaw Construction Mark or Kelly Bradshaw, Owner 760.347.4246 81335 Thunder Gulch Way, La Quinta CA 92253 Air Conditioning Paloma Air Conditioning 760.564.5657 83019 Avenue 45, Indio CA 92201 Audio Video Audio Visions James Coleman 760.340.4555 25741 Atlantic Ocean Dr. , Lake Forest, CA 92630 Block Walls Custom Concrete, Inc. Tony Murdica 760.275.6265 44489 Town Center Way Ste D PMB #475, Palm Desert, CA 92260 Cabinets PK Design, Inc. Thomas Paradis 760.401.2210 44770 Seeley Dr, La Quinta CA 92253 Drywall Neal Jarrett Drywall Neal Jarrett 760.485.1759 41590 Brownstone Dr., Bermuda Dunes CA 92203 Exterior Doors & Window JB Finish, Inc. John Boyles 760.342.6300 82750 Atlanta Ave, Indo CA 92203 Finish Carpentry Bradshaw Construction, Inc. Mark Bradshaw, Owner 760.347.4246 81335 Thunder Gulch Way, La Quinta CA 92253 Fire Sprinklers JD Mechanical Fire Inc. John Dover 760.775.6220 82579 Fleming Way Ste D, Indio CA 92201 Foundation Custom Concrete, Inc. Tony Murdica 760.898.0450 44489 Town Center Way, Palm Desert CA 92260 Framing RM Stipkovich Inc. Robert Stipkovich 760.578.6848 67 976 20th Ave, Desert Hot Springs CA 92241 Garage Doors New Generations Inc. Mark Hernandez 760.775.4283 81 740 HWY 111, Indio CA 92201 General Electric MDC Electric Mike Cooper 760.774.3364 42 820 Cerritos Dr. Bermuda Dunes, CA 92203 General Plumbing JD Mechanical, Inc. JD Dover 760.775.6220 43160 Madison St, Indio CA 92201 Grading OGC Oliver's Grading Concepts Inc. Jeff Oliver 760.200.5100 38 698A El Viento Rd Ste A, Palm Desert CA 92211 Insulation TruTeam Of California, Inc. Todd Gallia 760.275.8213 82-585 Showcase Parkway, Indio CA 92203 Interior Doors JB Finish, Inc. John Boyles 760.342.6300 82750 Atlantic Ave, Indio CA 92203 Isokern Fireplaces Capo Fireside Curtis Conant 760.423.2961 26401 Via De Anza, San Juan Capistrano CA 92675 Landscape Dunn's Desert Landscape SVC Nathan Dunn 760.342.6267 PO Box 10279, Palm Desert CA 92255 Lath & Plaster CMR Construction, Inc. David Rodriguez 760.636.0350 PO Box 5849, La Quinta CA 92248 Masonry R A S Masonry, Inc. Bob Serna, Owner 760.774.0090 16780 Crescent Glen Ct, Riverside CA 92503 Painting Artisan Surfaces, Inc. Michael 760.345.2928 PO Box 6540, LaQuinta CA 92248 Pool & Spa McIntyre Pools & Spas, Inc. Mike McIntyre 760.342.6312 83695 Ave 45, Indio CA 92201 Roof Diversified Roofing Services, Inc. John Jones 760.895.4465 74 040 HWY 111 Ste L-207, Palm Desert CA 92260 Security & Fire Alarms Alarm Monitoring Services, Inc Nate Williams 760.341.3593 74-794 42nd Ave Ste 1, Palm Desert CA 92260 Shades & Draperies Audio Visions James Coleman 760.340.4555 25741 Atlantic Ocean Dr. Lake Forest, CA 92630 Shower Doors Crescent Glass, Inc. James Linnell, Owner 760.773.0209 74-866 Lennon PI Ste B, Palm Desert CA 92260 Stone Fascia R A S Masonry, Inc. Bob Serna, Owner 760.774.0090 16780 Crescent Glen Ct, Riverside CA 92503 Structural Sheel White's Steel EJ Neumeyer 760.347.3401 45 524 Towne St, Indio CA 92201 Stuctured Wiring Audio Visions James Coleman 760.340.4555 25741 Atlantic Ocean Dr. Lake Forest, CA 92630 Tile h a y e r architecture 445 Marine View Avenue, Suite 280 Del Mar, CA 92014 858-792-2800 City of La Quinta Design & Development Department 78-495 Calle Tampico La Quinta, CA 92253 Attention: Adrienne Peterson, CPE (Non -Structural) Interwest consulting group Charles Nganga, PE (Structural) Interwest consulting group March 26, 2021 Subject: INTERWEST FIRST REVIEW- Permit No. BRES2020-0218 - Interwest No.: LAQ21-0012 Project Location: 81325 Columbus Way Lot 11 B / Tract 33076-2 / APN-779-410-003 / Hayer Architecture has completed its response to the code compliance review performed by Interwest on behalf of the City of La Quinta. Attached please find the following resubmittal items; • Review itemized response letter to the comments list dated 03/12/2021. Letter provided by Butch White of Breeze Air Conditioning. We appreciate your consideration. Best regards, Daniel Alvear, Hayer Architecture Page 1 of 2 March 25, 2021 City of La Quinta Design and Development Department 78-495 Calle Tampico La Quinta CA 92253 Re: Plan Check # BRES2020-0218; Interwest # LAQ21-0012 Address: 81-325 Columbus Way Description: New Single -Family Dwelling Gentlemen, We are in receipt of the subject plan check list a with comments by Interwest and respond as follows to the items which fall to our responsibility: Envelope Compliance EC1 Drawing M2 A) Comment: The total square footage of the dwelling does not correspond with the cover sheet... Response: Area shown on sheet M2 which is the CF-1 R is for the conditioned area of the dwelling. This is the area considered as living area less any storage and/or unconditioned area. The CF-1 R (T24) only deals with conditioned area and is labeled as such. No revision is required. B) Comment: The fenestration /glazing schedule does not correspond with the revisions of the window schedule on drawing A9.2 Response: The CF-1 R as shown on pages M-2 and M-2.1 have been revised to coordinate with the schedule on Sheet A 9.2. Please feel free to contact me at any time if you have further questions. Yours truly, Butch White Breeze Air Conditioning, LLC Page 2 of 2 h a y e r architecture 445 Marine View Avenue, Suite 280 Del Mar, CA 92014 858-792-2800 City of La Quinta Design & Development Department 78-495 Calle Tampico La Quinta, CA 92253 Attention: Julio Anaya, CPE (760) 777-7043 Subject: Residential Plan Check Corrections- Permit No. BRES2020-0218 Project Location: 81325 Columbus Way Lot 11 B / Tract 33076-2 / APN-779-410-003 / March 26, 2021 Hayer Architecture has completed its response to the first code compliance review performed by Julio Anaya on behalf of the City of La Quinta. Attached please find the following resubmittal items; • First Review itemized response letter to the correction list dated 10/13/2020 We appreciate your consideration. Best regards, Daniel Alvear, Hayer Architecture PLAN REVIEW COMMENTS: 1) The City of La Quinta has elected to use Interwest Consulting Group for plan review of your project. In addition to the comments provided by the City of La Quinta within this correction list please see the attached outside consultant review comments. For resubmittal please include a separate response sheet for each set of review comments. Response: Understood, a separate response sheet has been provided for Interwest's review. SECTION C— ARCHITECTURAL 1) See separate architectural correction list, attached. Response: A separate response sheet has been provided for Interwest's review. SECTION D — STRUCTURAL 1) See separate structural correction list, attached. Response: A separate response sheet has been provided for Interwest's review. SECTION E - MISCELLANEOUS COMMENTS 1) Red marks on Plans, even if not specifically mentioned in this list, indicate items needing correction. Revise Plans as necessary and provide written response, noting where correction can be found. Response: Confirmed that there are no red marks at the moment. 2) Provide proof of payment of school fees. While not required for resubmittal, this administrative item must be addressed prior to issuance of building permit. Response: School Fees will be paid upon final plan approvals. 3) Provide a complete list of subcontractors. Response: A separate List provided by Bradshaw construction is included as part of this digital submittal. coNsLLTING DELTAENGINEERING STRUCTURAL ENGINEERS May 10, 2022 Mr. John Quinn Quinn Enterprises 17992 Cowan Irwin, CA. 92614 Re:LotJ1B 81325 Columbus Way La Quinta CA 92253 i We have performed limited visual structural observations at various stage ofconstruton for the above- mentioned property Based on our visual observations along with the special inspections e city standard inspection as required by the generaj notes on the approved We believe that the construction of this project is in � P��set �ed structural �yothers and theg neral conforan with the intended structural design and the governing agency's approved structural documents Sincerely, Ahrnad Zarei, SE President DELTA ENGINEERING C41275/S 4118 License Number f erpg. CA ;-* 03/31/20,3 Expiration Date ir ar Coachella Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 Project Name: Madison Club This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT LEVEL ONE AMOUNT' LEVEL TWO AMOUNT: MITIGATION AMOUNT_ COMMI]ND. AMOUNT DATE: RECEIPT: CHECK #: INITIALS CERTIFICATE OF COMPLIANCE (California Education Code 17620) Owner's Name: Tim Kaintz Project Address: 81-325 Columbus Way, La Quinta, CA 92253 Date: May 4, 2021 Phone No. 760-347-4246 Project Description: Single Family Dwelling Unit APN: 767-690-003 Tract #: Type of Development: Residential XX Lot #'s: Commercial Industrial Total Square Feet of Building Area: 9,932 SQ. FT. Certification of Applicant/Owners: The person signing certifies that the above information is correct and makes this statement under penalty of perjury and further represents that he/she is authorized to sign on behalf of the owner/developer. Dated: May 4, 2021 Signature: * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * (Via Email) Kelly Braci41.a.it4 Bradshaw Construction SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code Gov. Code 17620 65995 Number of Sq.Ft. 9,932 Amount per Sq.Ft. Amount Collected $ 4.08 $40,522.56 Building Permit Application Completed: Yes/No By: Leticia Torres, Facilities Analyst Project Agreement Existing Not Subject to Fee Approval Prior to 1/1/87 Requirement Note: On December 10, 2020 Fees for APN: 767-690-003 were paid for a Single Family Dwelling Unit of 14,196 sq.ft. The New Dwelling Unit is being revised to 9,932 and a reimbursement for the difference will be issued. Certificate issued by: Leticia Torres, Facilities Analyst Signa WAN NOTICE OF 90 DAY PERIOD FOR PROTEST OF F AND STAT OF FEES Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District provide (1) a written notice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 90-day period to protest the imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to advise you that the 90-day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this time or in whole or in part prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date of issuance. Extension will be granted only for good cause, as determined by the School District, and up to three (3) such extensions may be granted. I1 nndocs/derl'cc.ucrrulic:uc ,f cxanpl]ancc li]rns updated ',-20U7 I1/2010 Tilt 4 gee/Quintal DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 (760) 777-7125 FAX (760) 777-7011 CERTIFICATION OF BUILDING AREA STREET ADDRESS OF JOB: 81-325 COLUMBUS WAY APN: 767-690-003 DESCRIPTION OF WORK: NEW DWELLING (SEE NOTES BELOW) SQUARE FOOTAGE: 9,932 5Q FT. (REVISED LIVING 5Q FT.) OWNER'S NAME: TIM KAINTZ NOTES: OMIT 4,264 HABITABLE BASEMENT, DWELLING RESULTING IN A TOTAL OF 9,932 SF. For questions regarding this letter, please contact: City of La Quinta Permit Center (760) 777-7125 Coachella Valley Unified School District 83-733 Avenue 55 P O Box 847 Thermal, CA 92274 (760) 398-5909 Desert Sands Unified School District 47-950 Dune Palms Road La Quinta, CA 92253 (760) 771-8515 BY; CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE J.:' NA A DATE: 04119/2021 SCALE 1"=10' 0 5 10 20 30 ,..� • • .I • •' ie >.. D. (987.19FS) D • • Ie D ° ,4. • \ o • D • \'_ .I; 986.74Tt ) .(DRAIN) • (987.00 )) (987.67FS) • (988.68F ) CONSTRUCTION NOTES INSTALL YARD DRAIN, NDS #50, 6" DIA. GREEN GRATE OR EQUAL. INSTALL 6" PVC PIPE, (SDR-35). S=1% UNLESS OTHERWISE NOTED ON PLAN. OMIT ONE BLOCK AT BASE FOR DRAINAGE. CONSTRUCT CMU WALL PER SEPARATE PLAN AND PERMIT. INSTALL 10" PVC PIPE, (SDR-35). S=1% UNLESS OTHERWISE NOTED ON PLAN. CONSTRUCT 6" MIN. THICKNESS DRIVEWAY PER ARCHITECT PLAN. INSTALL 6"X10" REDUCER (PVC-SDR-35). ® INSTALL YARD DRAIN, NDS #3, 4" SQ. WITH DEBRIS RESISTANT GRATE OR EQUAL. 0 INSTALL 6"x45' BEND/WYE (PVC-SDR-35). CI INSTALL 6"x6" TEE (PVC-SDR-35). 11 CONSTRUCT YARD DRAIN, NDS #16S, 3" DIA. GRATE OR EQUAL. 12 INSTALL 7/16" BRICKSLOT (GALVANIZED STEEL), PART #98999 PER DETAIL HEREON, OR EQUAL. 13 CONSTRUCT CLEAN OUT, PER DETAIL ON HEREON SET FLUSH WITH FINISH SURFACE 14 INSTALL 4" PVC PIPE, (SDR-35). S=2% MIN. & CONNECT TO BRICKSLOT OR ROOF DRAIN. 15 INSTALL 6"x4" TEE (PVC-SDR-35). 16 INSTALL 4"x45' BENDPVC-SDR-35). (989.47FS) 1 • (D`ART • PATH)\ (989.92F) (990.13F51, • � k < k . 1 1000.00INV 1002.5FGN 1001.50TF 4444 dd � d, 444 d 444 444 44 1004.50TW 1002.3FG 999.00TF 1 DEN 101 .25FS o 1 ALL U 0 • C NSTRUCTION AT TIME OF SURVEY) 1003.0FG 1000.00TF 1006.50TW 1003.0FG 1000.00TF LOT 10 PE=(1004.0) UNDER CONSTRUCTION 1008.50TWO 003.0FG 1002.00TF \\ 1002.90TG • 99.24INV EXIST. BLOCK WALL 1009.00TW 1003.0FG 1002.00TF -13 0 CO ' 34' 10"E 210.51 \s_ (N10 - 998.94INV �10 6'± GARDEN WALL UNDER CONSTRUCTION AT . �TIME• OF SURVEY) Y) G 1003.0F 19V75N1 98.601NV 1009.50TWO 1002OOT100?.80TG 0 � • : -79TRQ �� y1■ . F LC I 1 I MIL I III © L=1\ tti�%�'�� �7 998.671NWI �1003.0FG (N 13' 14'37"E 232.46 (1009.24) W - - L..._IL eAL sJL r:r ; ♦rer, L J Fl 1 L J 108.4NTG 0( 1002.5FG (IID) (X-FRMR) (11162204P) r TW EXIST. BLOCK WALL 1008.00TW �' D09 32)� 1000.00TF® CONNECT TO EXISTING PRIVATE 10" PVC LATERAL PER TRACT 33076-2 ON --SITE STORM DRAIN PLAN (986.84)INV --(1002)--- \ \ (FH) • '441 ..0 ::::::::::::::+stwooptik_44 /4 slos...100.0-10 ♦♦♦ 1044♦,� *.- sir *NO4:4;4 4 �, 5",- *�I♦ ♦4y1 � ♦0I ►♦ 1t♦♦ �����r♦♦,♦���,,♦♦�' � I���♦♦�►� I������:.►.,�♦�At!�!,► • � ��♦♦♦♦ ���I�♦♦��♦���� � ' �, ♦♦ E ���1��::0%����G♦♦♦♦ ���w♦♦♦♦ ���, ♦♦♦ �Ik�,, ��yb. � �', ����♦�, �' .. �4 � ��� ♦� ��� ♦♦♦ `.�♦♦♦ 1� 'AVER) A��r: • "�WI�♦♦♦� � c`s�i �I� ♦♦♦ �I��♦♦♦♦ �`IJ.�♦♦,�� . AY :i.ta#::•::01z:01;4:41:4% �`ii•:::,„,PE(10010)���♦;;:::;;;;Z;#:;;;;;;;;;;;;;;;4710;;;;;":4 .♦♦,, • stko#, 74%:::Volt . OA *#*%* - . 0 • 4*%1 t!1 , o \, , , a ) - c o \c 0 0 , . . , 0 \--, -n 0 \- \LA cco Ns' o o V\' \ til 0 \U-1 `-' \CA CD � LOT 12 EXIST. RESIDENCE \ APN: 779-410-003 81-325 COLUMBUS WAY ■ 10/14/20 Know what's b@IOW_ CaII before you dig_ PREPARED UNDER THE SUPERVISION OF: 10/14/20 ESFANDIAR SHAHANDEH DATE: RCE NO. 47834 NO. DATE INIT. APP'V'D DATE REFERENCES REVISIONS APPROVED BY: RCE NO. DATE: \C \EEC1 \C 77-570 SPRINGFIELD LANE SUITE "C" PALM DESERT, CA 92211 (760) 772-8400 OFFICE (760) 772-8421 FAX civil and structural engineering - planning - surveying KAINTZ RESIDENCE PRECISE GRADING PLAN MADISON CLUB LOT 11B TRACT 33076-2, M.B. 393/61-80 PORTION OF SECTION 10, T.6S., R.7E., SBB&M DESIGN: ESSI CHECK: AMG DRAFT: ESSI DATE: APR. 2020 CITY OF LA QUINTA DWG No. PG174002 C - 2 simaiiimem THE MADISON CLUB OWNERS' ASSOCIATION November 12, 2020 Mr. Daniel Alvear Heyer Architects 445 Marine View Avenue Suite 280 Del Mar, CA 92014 Re: Lot 11B 81325 Columbus Way Dear Mr. Heyer: Via email: DAlvear@hayerarchitecture.com At its November 12th meeting The Madison Club Design Review Committee reviewed your request to approve the grading change at the rear of the property and is pleased to inform you that in consultation with the golf course, it is approved to go ahead. You will need to proivde a planting plan that blends with the existing golf course property. As the exisitng golf course landscaping is in need of attention please work with the golf course to select suitable plantings. You may contact me via e-mail at: planetneptune@earthlink.net with any questions regarding this submittal. Sincerely, MADISON CLUB DESIGN REVIEW COMMITTEE Christopher Andrews Design Committee Coordinator cc: DRC File William Hayer/Hayer Architecture Pursuant to Cal. Civil Code, any rejection by the DRC may be appealed to the Board of Directors for the Association. If you wish to pursue an appeal, please contact the Association's property manager so that you may be put on the next meeting agenda. APPROVED FOR PERMITTING: PLANNING AND Z❑NING C❑MPLIANCE: GENERAL NOTES 1. ANY GRADING PERFORMED TO ESTABLISH OR RE-ESTABLISH THE BUILDING PAD ELEVATION SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN AND A SEPARATE PERMIT ISSUED BY THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT. 2. THE CONTRACTOR IS AUTHORIZED TO PROCEED WITH FINE GRADING ACTIVITY RELATED TO ELEVATIONS SHOWN ON THIS PLAN, ON ANY SPECIFIC LOT ON THE PLAN, ONLY IF, A VALID BUILDING PERMIT HAS BEEN ISSUED BY THE LA QUINTA BUILDING AND SAFETY DEPARTMENT FOR CONSTRUCTION OF THE PRIMARY STRUCTURE ON THAT PARTICULAR LOT. 3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING AND SAFETY DEPARTMENT FOR ANY BLOCK WALLS SHOWN ON THIS PLAN. 4. THIS PLAN IS FOR ON -LOT CONSTRUCTION ONLY. ALL OFF -LOT CONSTRUCTION ACTIVITY SUCH AS DRIVEWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET RIGHT OF WAY, SHALL BE PERFORMED BY SEPARATE PLANS AND PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. 6. THE CONTRACTOR, AND ITS SUBCONTRACTORS, ARE RESPONSIBLE FOR ENSURING THE DRAINAGE CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPING FEATURES OR OTHER APPURTENANCES NOT SHOWN ON THIS PLAN. 7. AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING PAD, THE GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIED TO A MINIMUM OF 6" AND THEN COMPACTED TO NINETY PERCENT (90%) RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS. 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR ONLY. 9. ALL STREETS, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MUD, AND DEBRIS DEPOSITS RESULTING FROM ANY ACTIVITY RELATED TO CONSTRUCTION OCCURING ON THE LOTS SHOWN ON THIS PLAN. CLEANING SHALL BE PERFORMED TO THE SATISFACTION OF THE BUILDING OFFICIAL OR CITY ENGINEER. 10. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURE AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. 11. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1ST TO APRIL 30TH: MONDAY-FRIDAY 7:00 AM TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM MAY 1ST TO SEPTEMBER 30TH: MONDAY-FRIDAY 6:00 AM TO 7:00 PM SATURDAY 8:00 AM TO 5:00 PM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAY OR FEDERAL HOLIDAY. 12. MAXIMUM CUT AND FILL SLOPES = 2:1. 13. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. MINIMUM SLOPE OF SWALES SHALL BE 0.50%. LEGEND FINISHED SURFACE FS HIGH POINT HP LOW POINT LP GRADE BREAK GB INVERT INV TOP OF WALL TW PAD ELEVATION PE FINISHED FLOOR ELEVATION FF FLOWLINE FL PROPERTY LINE PL - CLEAN OUT TOP OF CURB TOP OF FOOTING FINISHED GRADE TOP OF GRATE END OF PAVEMENT C.O. TC TF FG TG EP (XXX.XX) EXIST. ELEV. RIGHT OF WAY PLANTER AREA WATER METER SEWER LATERAL H2O PUBLIC UTILITY EASEMENT SETBACK LINE FLOW GRADE TOP OF SLOPE TOE OF SLOPE EXISTING SEWER LINE EXISTING WATER LINE BLOCK WALL R/W P.A. WM SL WATER FEATURE 0 W PROPOSED EXISTING CONSTRUCTION NOTES 0 0 0 0 0 0 10 11 12 13 14 15 16 INSTALL YARD DRAIN, NDS #50, 6" DIA. GREEN GRATE OR EQUAL. INSTALL 6" PVC PIPE, (SDR-35). S=1% UNLESS OTHERWISE NOTED ON PLAN. OMIT ONE BLOCK AT BASE FOR DRAINAGE. CONSTRUCT CMU WALL PER SEPARATE PLAN AND PERMIT. INSTALL 10" PVC PIPE, (SDR-35). S=1% UNLESS OTHERWISE NOTED ON PLAN. CONSTRUCT 6" MIN. THICKNESS DRIVEWAY PER ARCHITECT PLAN. INSTALL 6"X10" REDUCER (PVC-SDR-35). INSTALL YARD DRAIN, NDS #3, 4" SQ. WITH DEBRIS RESISTANT GRATE OR EQUAL. INSTALL 6"x45' BEND/WYE (PVC-SDR-35). INSTALL 6"x6" TEE (PVC-SDR-35). CONSTRUCT YARD DRAIN, NDS #16S, 3" DIA. GRATE OR EQUAL. INSTALL 7/16" BRICKSLOT (GALVANIZED STEEL), PART #98999 PER DETAIL HEREON, OR EQUAL. CONSTRUCT CLEAN OUT, PER DETAIL ON HEREON SET FLUSH WITH FINISH SURFACE INSTALL 4" PVC PIPE, (SDR-35). S=2% MIN. & CONNECT TO BRICKSLOT OR ROOF DRAIN. INSTALL 6"x4" TEE (PVC-SDR-35). INSTALL 4"x45' BENDPVC-SDR-35). PLYWOOD SHEATHING 2X P.T. SILL FF=1003.54 III -III-II IN LLH CITY LA QUINTA, STATE, OF CALIFORNIA PRECISE GRADING PLAN MADISON CLUB LOT 11B TRACT 33076-2, M.B. 393/61-80 KAINTZ RESIDENCE PORTION OF SECTION 10, T.6S., R.7E., SBB&M -EXTERIOR CEMENT PLASTER 1(11 _„---WEEP SCREED } ' G a 4 I 111 WEEP SCREED AT GRADE 5% PAVERS PER ARCHITECT PLAN NTS FS=1003.50 PROVIDE 7/16" GAP AT BRICKSLOT DRAIN SAND BED ffil BRICKSLOT (GALVANIZED STEEL) STRUCTURE CASUAL DINING / LIVING ROOM / MASTER BEDROOM FF=1003.54 WATER LEVEL=1003.33 QUICKLOK K100S CHANNEL' NOTE: USE "ACO ACCESS UNIT" PART #96877 FOR CLEANOUT. BRICKSLOT DRAIN NTS POOL PLYWOOD SHEATHING 2X P.T. SILL FF=1003.54 -� all. --EXTERIOR CEMENT PLASTER 4' -WEEP SCREED 111 111 111 will I IIII 1 1 1= 2% 1 11 WEEP SCREED AT FLATWORK PROVIDE 7/16" GAP AT BRICKSLOT DRAIN / / NTS PAVERS PER ARCHITECT PLAN SAND BED BRICKSLOT (GALVANIZED STEEL) QUICKLOK K100S CHANNEL NOTE: USE "ACO ACCESS UNIT" PART #96877 FOR CLEANOUT. BRICKSLOT DRAIN NTS 52ND AVE. AJ ❑RTEGA DATE ACTING BUILDING ❑FFICIAL CITY OF LA QUINTA CHERI FL❑RES DATE C❑MMUNITY DEVELOPMENT MANAGER CITY OF LA QUINTA 52\: AVE, HIDEAWAY GOLF CLUB 54TH AVE. COLUMBUS WAY SITE PJ� ej Pi 53RD AVEI ANCHD SANTANA RICOCHET WAY CHARISMATIC WA DAY STAR DR. HIDDEN LINKS DR. J3H13MIJ314 THROUGHBRED TRAIL DAY STAR DR. CO ENTO ALEGRE 53RD AVE. PEARY PL, o DE SOTO AVE, )v) 54TH AVE. BAFFIN AV Qv Fri 54TH AVE. NOTE: DRIVEWAY APPROACH REQUIRES A SEPARATE PERMIT AND INSPECTION FROM CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT SEPARATE BUILDING PERMIT(S) IS REQUIRED FOR THE SWIMMING POOL, SPA, WATER FEATURE, FIRE PIT AND BLOCK WALLS. OUT DOOR SHOWER SHALL BE INDEPENDENT FROM THE BLOCK WALL AND DRAINAGE SHALL BE PER PUBLIC WORKS REQUIREMENTS. SURFACE WATER WILL DRAIN AWAY FROM BUILDING, GRADE SHALL FALL 6" WITHIN THE FIRST 10 FEET. INSTALL 4" PVC PIPE, (SDR-35). S=2% MIN. TO CONNECT ROOF DRAINS TO ONSITE DRAIN SYSTEM. BENCHMARK - LOCAL BENCHMARK ELEVATION: 997.50 DATUM: NGVD29 + 1000' LOCATION: TOP OF BARRIER CURB AT THE NORTHEAST CORNER OF LOT 11 OF TRACT MAP NO. 33076-2 (MB 393/061-080) DESCRIPTION: TOP OF 1 FOOT BARRIER CURB AT THE NORTHEAST CORNER OF LOT 11 AS SHOWN ON ROUGH GRADING PLAN FOR MADISON CLUB PHASE 2 - TRACT MAP NO. 33076-2, ON FILE IN THE OFFICE OF THE CITY ENGINEER OF THE CITY OF LA QUINTA AS FILE NUMBER 06115, SHEET 3 OF 19 (RECORD DRAWING). BASIS OF BEARINGS BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY LINE OF LOT 11 OF TRACT NO. 33076-2 AS SHOWN BY A MAP ON FILE IN BOOK 393 OF MAPS, PAGES 61 THROUGH 80 INCLUSIVE, RECORDS OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BEING: NORTH 10'34'10" EAST LEGAL DESCRIPTION LOT 11 OF TRACT 33076-2, AS SHOWN IN MAP BOOK 393, PAGES 61-80, OF MAPS, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. LOT COVERAGE: TOTAL LOT AREA = ± 31,819 SF TOTAL BUILDING AREA (COVERED PATIO AND GARAGE INCLUDED) = ± 11,150 SF BUILDING AREA/LOT AREA = 35.0 % RECORD DATA: (__) DENOTES RECORD DATA PER MB 393/61-80 SURVEY NOTES: O ® DENOTES FOUND MONUMENT PER 393/61-80 APN: 779-410-003 81-325 COLUMBUS WAY 1 1/1 1/20 Know what's be I OW_ CaII before you dig_ PREPARED UNDER THE SUPERVISION OF: =NC....•°14Z.-1116!. 11/11/2020 ESFANDIAR SHAHANDEH DATE: RCE NO. 47834 NO. DATE INIT. APP'V'D DATE REFERENCES REVISIONS APPROVED BY: RCE NO. DATE: \C \EEC \G 77-570 SPRINGFIELD LANE SUITE "C" PALM DESERT, CA 92211 (760) 772-8400 OFFICE (760) 772-8421 FAX civil and structural engineering - planning - surveying KAINTZ RESIDENCE PRECISE GRADING PLAN MADISON CLUB LOT 11B TRACT 33076-2, M.B. 393/61-80 PORTION OF SECTION 10, T.6S., R.7E., SBB&M DESIGN: ESSI CHECK: AMG DRAFT: ESSI DATE: APR. 2020 CITY OF LA QUINTA DWG No. PG174001 G1 SCALE 1"=10' 0 5 10 20 30 (987.19FS) D • ° Ie D ,4. e (987.00F ) ° o • D ° .I; 986.74T6) (DRAIN (987.67FS) ° (988.68F ) CONSTRUCTION NOTES INSTALL YARD DRAIN, NDS #50, 6" DIA. GREEN GRATE OR EQUAL. INSTALL 6" PVC PIPE, (SDR-35). S=1% UNLESS OTHERWISE NOTED ON PLAN. OMIT ONE BLOCK AT BASE FOR DRAINAGE. CONSTRUCT CMU WALL PER SEPARATE PLAN AND PERMIT. INSTALL 10" PVC PIPE, (SDR-35). S=1% UNLESS OTHERWISE NOTED ON PLAN. CONSTRUCT 6" MIN. THICKNESS DRIVEWAY PER ARCHITECT PLAN. INSTALL 6"X10" REDUCER (PVC-SDR-35). ® INSTALL YARD DRAIN, NDS #3, 4" SQ. WITH DEBRIS RESISTANT GRATE OR EQUAL. 0 INSTALL 6"x45' BEND/WYE (PVC-SDR-35). CI INSTALL 6"x6" TEE (PVC-SDR-35). 11 CONSTRUCT YARD DRAIN, NDS #16S, 3" DIA. GRATE OR EQUAL. 12 INSTALL 7/16" BRICKSLOT (GALVANIZED STEEL), PART #98999 PER DETAIL HEREON, OR EQUAL. 13 CONSTRUCT CLEAN OUT, PER DETAIL ON HEREON SET FLUSH WITH FINISH SURFACE 14 INSTALL 4" PVC PIPE, (SDR-35). S=2% MIN. & CONNECT TO BRICKSLOT OR ROOF DRAIN. 15 INSTALL 6"x4" TEE (PVC-SDR-35). 16 INSTALL 4"x45' BENDPVC-SDR-35). 1 (989.47FS) (989.92F) (990.13F51, Is 'r Dg . E 1 • ! 1 0 1000 00INV 1002.5FGN 1001.50TF ♦ 1004.50TW 1002.3FG 999.00TF 1 DEN 1 ALL U DER CONSTRUCTION AT TIME OF SURVEY) 1003.0FG 1000.00TF 1006.50TW 1003.0FG 1000.00TF \ ,-- 0 '6, \ \ LOT 10 PE=(1004.0) UNDER CONSTRUCTION 1008.50TWO 003.0FG 1002.00TF \\ 1002.90TG • 99.24INV (N10'34'101 210.5� fit 998.94INV EXIST. BLOCK WALL 1009.00TW 1003.OFG 1002.00TF -00 )10 6'± GARDEN WALL UNDER CONSTRUCTION AT �TIME• OF SURVEY) Y) 1003.0O19V75N1 G 98.601NV FG 1009.50TW 1002.00 1002.80TG 0 • : 79TRQ . . F 111 .,„,„..,,, \%,.. A,.,, L=1\ 003_OFG (N1314'37"E (1009.24) W 232.46 - nc • �r..1r-.. L . L...�L. AL s J :�[- Der fir.. -fir L'_1Lb7-717 -7 Fl Lk 'J •• L L:._j LOT 12 PE=(1001.0) EXIST. RESIDENCE 1002.5FG 108.4NTG 1008. 1001.00T EXIST. BLOCK WA - TW i e ° : 1008.00TW � (1009.32)� 1000.00TF® 01001. CONNECT TO EXISTING PRIVATE 10" • • ' PVC LAVRAL PER TRACT 33076-2 ON --SITE STORM DRAIN PLAN (986.84)INf \ \ (FH) ���� ��.il � ��.�. ����♦ III_ ♦ _ _ - _ - ♦ � 1 ♦ *ii♦♦ 11���� k♦ ag11 ♦♦♦I�'eM�,�♦ ♦♦I I� ��� ♦�I� �L� �,a♦ I� ♦747 ♦At- �RATIVE ♦♦ II ♦♦ III♦ VE � ♦� � 7 ��� ♦♦Ci,� < .,�� ♦♦,' �I�� t�♦�`�4�•�♦ I���♦♦��'' ���, ♦♦ � RIVE '��1�' �������G♦♦♦♦ ���`v�♦♦♦♦ �����yL� � �'� �� 4, � j`I ♦`�♦ ��C'♦♦♦♦♦�� � ��4�'♦♦♦�� �����♦♦♦�������♦♦♦�41� 'AVER) A����♦♦��,`�.'-����V�� ��I� '��� ♦♦♦ ��� ♦♦♦��� ♦fib �� - ♦♦ �� ♦♦ ���� , �� ��� ♦�'� I�A� ♦♦♦� ♦ I ♦♦ I� ♦�, . ���.�♦♦♦ I�� ♦♦♦ I�♦♦♦ Irk � �� II ��♦ ♦ ♦♦' ♦♦♦♦ **70:♦♦ 0�I#♦♦♦♦ �4� 4:ii r ��>►I:♦♦♦♦ �I:iiiii �I�t���I♦♦♦♦�;�.,�II♦♦♦♦ ��tII♦�v`� *-i.. a♦�I���♦♦♦♦�I� 4444 jl���♦��� ��•�I���♦♦���I�♦♦♦♦���I�♦♦�� �,' I.;��♦♦♦j�1�Att ��' - ...Ns. ...1. . g **• co \,_n,, �- .cpN \--3 \-n Ln O \-U oe\N \ ✓ \\ 0 \-0r1 -1 O\• \- w ' 0 0 \\ rn '^ o Li OD 0 \-, \ APN: 779-410-003 81-325 COLUMBUS WAY ■ • • 11/11/20 Know what's be I OW_ CaII before you dig. PREPARED UNDER THE SUPERVISION OF: 11/11/20 ESFANDIAR SHAHANDEH DATE: RCE NO. 47834 NO. DATE INIT. APP'V'D DATE REFERENCES REVISIONS APPROVED BY: RCE NO. DATE: NGINEERING 77-570 SPRINGFIELD LANE SUITE "C" PALM DESERT, CA 92211 (760) 772.8400 OFFICE (760) 772.8421 FAX CIVIL AND STRUCTURAL ENGINEERING - PLANNING - SURVEYING KAINTZ RESIDENCE PRECISE GRADING PLAN MADISON CLUB LOT 11B TRACT 33076-2, M.B. 393/61-80 PORTION OF SECTION 10, T.6S., R.7E., SBB&M DESIGN: ESSI CHECK: AMG DRAFT: ESSI DATE: APR. 2020 CITY OF LA QUINTA DWG No. PG174002 C - 2 JEVE INSPECTIONS REINFORCED CONCRETE INSPECTION REPORT Project Name Kaintz Residence g Madison Club Permit# BRES2020-0218 Project Address City 81325 Columbus Way La Quite C1 ent Owner General ContraCtar Bradshaw Construction Slump (inches): Time Sampled' Architect Concrete Temperature (F): LiikeE tN ,i•F (::T[ON" JCM Inspections 39725 Garand Lane Suite F Palm Desert, CA 92211 Phone: (760) 275-5020 - Fax: (760) 327-8907 jcmi nspections@gmeil.com Form Date= 0{23/2021 State CA Projeci No. 21-723A Zip Sub -Contractor Cc! Struckural Ergrneer Delta Engineering Specified Strength {PSI): Ambient Air Temperature {F): Ad mixture: Ilene in Mixer (Man): Supplier: Truck #: Water added © Jobsite Location of Sample: Mix Design: Field ID Marking: Ticket #: O )eC • CBC Other: UNRESOLVED El None See Below lI No Sample Taken Description of Work Inspected: Foundation Plan 1) All interior & Exterior Footings and Grade Beams, Slab on Grade, Stern Wails. Hardy Frame & Post Footings throughout Residence & Garage a) Steel reinforcement as per Details on SO1, SS1.1 and as noted on S3_ Checked rebar for grade, size, placement. coverage and splices. Rebar was securely tied and supported off the earth. b) Dirt. debris and foreign material was removed from pour area. Any dirt sloughing in the Footings from the sides was removed to maintain proper coverage around the Rebar I hereby certify that I have Insp voted ail of the work. unless otherwise noted, and to the hest of my ability I have found this work to comply with the approved plane, specifications applicable building laws. Final report Issued at protect completion. Inspector:Michaet.RD rigueZ . ICC CertifiCalion Nc; Contractor's Representative: 8003124 Page: I INSP C1`10NS JCIN Inspections 39725 Garand Lane Sulto F Palm Desert, CA 92211 Phone: 760-275-5020 - Fax: 7160-3274907 I SFECTI4n5 REINFORCED CONCRETE INSPECTION REPORT Data: Project Name: Kaintz Residence The Madison Club Permit # BRES2420-C218 Project Address: $1325 Columlus Way Client: Owner General Contractor: Bradshiew Construction Slump (inches): Time Sampled: Time in Mixer (min.): Water Added @ Jobsite Teal): Concrete Temperature (F): Arnpient Air Temperature (9): Location of Sample: Description of work inspected: R\. Project No: 21-723A City! La Quints. CA Sub -Contractor; CCI Architect: telAr Structural Engineer: Delta Engineering suppliertfL Mix Design: „Ll Specified Strength (PSI). 4T)r C Addmixbaru: Truck Ticket #:aj 1 b Field IQ MarkirI9:r- c.kk kart( ores ,l A �. \i_rA g '. 7 IBC Title 24 Other: � Unresolved Items: None See Below Na Samples taken - - v ccAe tii~ sE I hereby cerllfy that I have Inapecled all of the above work, entese otrlerwrse noted, and to the besi or fly a.oylity I have fau:id /his worse tr.) comply vnth the approved plans. apeGfiratldnfi applicable building laws Final repan issued at pr-biaMcomplehon Inspector: Ja Gov 1 JCM C. Millin ICC Cart c i = aB I.216-49 Copy 2 Proleli Superintendent Contractor's Representative: Copy = Gcvernsr.g Agency Pape l ❑i mog INSPECTIONS JCM Inspections 39725 Garand Lane Suite F Palm Desert, CA 92211 Phone: 760-275-5020 - Fax: 760-327-8907 MIN REINFORCED CONCRETE INSPECTION REPORT Project Name: Kaintz Residence @ The Madison Club Permit BRES2024-0218 Project Address: 81325 Columbus Way C1lent: Owner General Contractor: Bradshaw Construction SIurn Walk }:5A 120 Time Sampledr-U Time in Mixer Irnin,y: er C2 Water Added @ Jobsite (ga18,}; Concfete Temperature (FriQ AmbientAir Tern pereture (F):" /c) Location of Sampl Architect: - -, Specified Strength (PSI}t 3]0c) Addrnixture: - Truck Ticket i 94'4 q JD - Field iD Masking- (1i S9* fe.601: INSPFCTl0fwS Pro*eet No: 21-723A City: La Quinta. CA Sub -Contractor: CGI Structural Engineer: Delta Engineering SET Supplier: Mix Design: ' 6i - teL-tQT 1 1 �- I i Description of Work Inspected: pq' go l 71A4L lk_Anatat: faqcs, rio ex, l - --- — A __riccke—cp 4,4 Alen f (gat(ert1 _ C vat's Li ✓ IBC Title 24 Other , — Unresolved Items: None See Below No Samples Taken 1 hereby certify that have Inspected aIt of she above work_ unless otherwise noted. and !o the Lest of my ability I have found this vrork to comply with the approved plans, specifications spoitraaIe budding laws, Final report issued et prolact oGmeletloc Inspector: J k C. MIllin LCC Co Copy 1 JCM In Ions Copy Proled Super-•ntenoenl n No: 0842216-49 Contractor's Representative: Copy 3 GouelningAgerey Pape I of [ Mel INSPECTIONS Project Name; Kaintz Residence@ The Madison Club Project Address; B1325 Columbus Way Client; Owner JCM Iiispections 39725 Garand Lane Suite F Palm Desert, CA 92211 Phone: 760.276-5020 - Fax: 760-327-8907 1r'sPFt'llUtic. REINFORCED CONCRETE INSPECTION REPORT vim:_ Project No: 21-723A General Contractor: Bradshaw Construction Slump friE esj .470D - i5 TIn1e Sampled: zap Time in hllixer (mlrt.j; Permit # BRES2020.0218 Water Added l Jobslte lgalta Jo Architect Concrete Temperature (N: Cow, Ambient Air Temperature (F>7 _013.. city: La Ruinta, CA Sub -Contractor: CCI Structural Engineer: Delta Engineering Supplier :-c ikriM. Mlx Design: q4,0 Specified Strength (PSI): Location of Sample liNat3 r Description of *His Inspected; kt IL-1\44/_cirxeSkilS_ � ��. at u1120 1442. Arddmixture: Truck #:iari Ls Ticket #iastABon Field 10 Markin l\ (�'4 L1 c Se? r _ . - IBC Title 24 OtherOK_ f Unresolved Arne: _ None Sae Below No Samples Taken I hereby certify That I 11124,8 inspected all of the above work, unless otherwlsa noted, end to the best of my ability I have laxld rhls wcrl; to Comply with the aPPreved plans, specifications a ppliceinie building ieros. Final repork issued al proiect completion 1tlspecto Jack C. Millln Co0artections n No: 0842216-49 Copy 2 Protect Supehmendent CoritraGto's Re{tresentative: Cco'y 3 Goven :,r.q Agency Page t ENsrECT1ONS JCM Inspections 39725 Garand Lane Suite F Palm Desert, CA 92211 Phone: 761-275-5020 - Fax: 760-327-8907 REINFORCED CONCRETE INSPECTION REPORT Project Name: Kaintz Residence The Madison Club Project Address; 81325 Columbus Way Client: Owner General Contractor: Bradshaw Construction Permit # BRES2020-021 d Architect: Slump {inches); LOCi_ Time Sampled; [fit, , ., Time in Mixer (min.): [S, Water Added 8 Job:ltei { aia.): Concrete Temperatum (P): Ambient Ah Temperature (F): INSPECTIONS Date: 1 Project No: 21.723A City: La CuInta, CA Suti-Contractor: CGI Structural Engineer; Delta Engineering Supplier)- ' ; Mht Design: 1 Lp Specified Strength (Pap :{p Addrmhtwre: -- Truck #: Ticket Field ID filarking:c'' Louisan of Semple: Deetriptlon of Work Inspected: ; ciVa.t MC iveu_ c..)DotkitV-4A-NevALI L IBC L_ 'title 24 Other - UnresoiYed Items: None See Below No Saniples Taken hereby certify that I nave,nspariod all at the aeon wUrI unless otherwise noted, and 1.0 the Reei at' my at,iIity I nave taunt ihls wask t4 damply wIth the ePProded plants, sperircavons app11caeI budding taws. Flrlat report issued et project compietidn. Inspector: JacMilan ICC Co c— • : + 842216-9 Contractor's Representative: Copy 8 GavernIrig Agency Page 1 011.4_ Copy 1 JCM1IIJ +pectic Co.ph 2 Project Super+lttendent �rt JNSPECTIV S JCM inspections 39725 Garand Lane Suite F Palm Desoit1 CA 92211 Phone: 760-275-5020 - Fait; 760-327 $907 WELDING INSPECTION REPORT Projetit Marcie: Kaintz 'Residence @ The Madison Club Project Address: $1825 Colurnus Way CJlent: OwrE8r Perin,t # RES202C-0218 JEA l."IiPPCr'f011$ Gale. CS -a .d. Project 1: 21-723A �JN' Aw8 La Quinia, Chi 0-0 i.1 Sub —Contractor: white's Steel D 1.3 General Contractor. ArGhttt- P. IOC I Tt1I* 24. Ir Other Structural E:nginepr. Elradshaw Construction m ; r - Delta engineering Desciiption of Work Iflspeh ed: kk , jj T -4 , , e_Ar r,E ... _... (�) ` i rri r 10 I Ca..No re�1 -- ,- 3 1 . li? f Wl ,.1 . L Fria � + L.I'f / - --- r .r, c � . f tom -? 4i1 �J ery 2 L D/A y C {}may [7 a I ��f!{�.Rr Af,i- ‘CA46,g-Vt-t� > Lcie (dekjt_ \ _t_ 6..e,p .44-4 Cart an Fite Electrode Shop Field Unreicjh d items; Non See Below Poci oven") c-cp-,fkk.0 Process Wslaer Yes Ho Type Size betatIi91 LacatIoniCommertts I horsey Czertiry Vial I hear int.p.ema DIP a+ Mit Ehowe work unlrta .x.herrtlas row. Apo ir+e Dear Or my ooriey Irwin found this work to damply with the approved PNtrio. toecirttetiorks apphcate hgi7ding laws. Final r v iELAf al promo/ Inspector: Jae fin ICC C1f`t3' ° N 12442246-85 Contractor's Representative: 4r. Cor JCM IrIIROCIICbf Copy 2 PEfiTecl Sopenrrt t (lopy 3 Govwolrl Agemy page or [NSPCC T I O .' ti JCM Inspections 39725 Garand Lane Suite F Palm Desert, CA 92211 Phone: (760) 275-5020 - Fax (MCI 327-89o7 }cmirespections ` grnaiL_com MVP INS EC S REINFORCED CONCRETE INSPECTION REPORT Prated Name Kaintz Residence @ Madison Club Permit# BRE 2O2Q-0218 ProjeGi Address Ibit 81325 Colurrbus VVay La Quanta Ghent Owner Genera? Contractat Bradshaw Construction Four dale 7123/2021 roject No: 21-723A State CA Zip rc iileca Slump (Inches) 5.0 S ub-Can [radar CCI t&uctur g near Delta Engineering Concrpie Temperature (F): Specified Strength (PSI), 81 4000 TIme Sampled: 12'15 Arhbient Alr Temperature (F).: 13i) Addmixture; Time in Myer {Mir* GO Suppi,er: [desert Red i Mix Water added @ Jobsits (Ga:s): 10 N ruck #t. Ticket If: 649 200473 Mix Design; Field ID Marking: 9402 4 x 8(4) Location of Samola: Column Pad Footing - on line B @ line 2 Description of Work Inspected: Foundation Plan fl IBC cac Other: UNRESOLVED None ❑ See Below Na Sample Taken 1) Column Pad Footing on line C_9 a lines 5.5 & 5.7, 8n line C Q Tines 5.3 & 5.8, on line B & D @ lines 2 & 3, on Line .3 @ lint~ 3, on line 6.9 line 3.3 and on line A.9 line 4. a) Ste& reinforcement as per Pad Footing Schedule on 3-2, Checked mbar for grade, size, placement, coverage and splices. Reber was securely tied and supported off the earth. b) Dirt, debris and foreign material was removed from pour area, Any dirt sloughing in the Footings from the sides was removed to maintain proper coverage around the Debar 2) The placement of concrete for Above retention Pad Footings. Total Cubic Yards Placed' 20 A mechanical vibrator was used to consolidate the concrete. -` 3) Molded a set of concrete cylinders for 28 day compression tests with breaks at 7 days (1), 28 days (2) and one for holding purposes. I hereby certify that I have inspected all of line work, unless otherwixe noted. and to the best r}f my ebIIIy I have tnur,d this work to comply with Erie approved plans. specifications appiliaLlu bulldlr c lewd, Final rEpari issueis at protect cpm•letiori, lnspectorMlchael Rodriguez,. ICC Certification Inc• 8003'124 Contractor's Representative' Page: 1 1'.i rFt vI I)S'c JCM Inspections 39725 Garand Lane Suite F Palm Desert, CA 92211 Phone: (760) 275-5020 • Fax: (78) 3274007 ram inspection s @ p m ai I.corn WELDING INSPECTION REPORT vrolecl M1=— — — Kainitz Residence @ Madison Club Permit BRES2020-0218 Project Address — City — 81325 Coiurnbus Way La Quinta Client Owner General Contractor Bradshaw Construction L 1 II% F'; u TI[l.4 onrn ■ate 8/2O'2021 Project No. 21-723A t zP CA Sum-ConlraCtor White's Steel Archutect Structural Errgrnimo ❑efta Engineering AWs El D 1.1 El 0 1,3 E] 0 1.4 L Shop ICI FdeIG IBC Other; El cac UNRESOLVED None See Below Description of Wcrk Inspecte(; Field Welding 1) On lines D g lines 2 & 3 - Columns 101A & 106A a) #7 A706 Reber x 5'6' were welded to the tops of 1f2'. plates i2 Top & 2 Bottom on 2 sides of Columns) with 5116" flare bevel groove welds, both sides of rebar. 2) Checked fitup (edge & surface preparation, root openings) & complete welds forlype, size, length & apperance. Welding visually inspected is accepted. Process FCAW Milder Javier Galvan FCAVV Cart en File YE5 NO Eleotrd tte Type. Six* NR232 .072 Wire Data, Is Lne;itipn !Comments Miguel Cruz 0 I hereby crrtiry that 1 heue inspected SIl at the want, unless otherwise noted. and to the Llost of my. ability I have found this work to comply with the approved plans, soon 1iFations applicable building laws_ F nai 1'eoort issued 31 prolectcompletion. Inspector:Michael Rodriguez • ICC Certification Nic: Contrautor's Representative: 8003.124 Page_ 1 INSPECTIONS JCM Inspections 39725 Garand Lane Suite F Palm Desert, CA 92211 Phone: (760) 275-5020 - Fax: (760) 327-6907 cmirtspections. grrlaill.com REINFORCED CONCRETE INSPECTION REPORT Protect Narna - Kainta Residence Madison Club Permit ERESO2O-0218 jiM INSPECTIONS Farm Dale 9/4/2O21 proJebt Address City State 81325 Colurnbus Way La Quinta CA Protect No' 21-723A Client S ub-Can tie ctor Owner CC! •+p general Contractor Aid i eCt ructura rnglrieer Bradshaw Construction Delta Engineering Slump {Inches)' 5,0 Time Sampled: 1:20 Concrete Temperalure (Fi. 85 Ambient Air Temperature (F]: 120 Time in Mixer 1Min), Supplier; 80 desert Redi Mix Wales added Jobsiie (Gals); htlx Design: 15 AE4OP4 Location &Samp s: Column Pad Footing an line ❑ line 2 Description of Work Inspected: Foundation Plan Specified Strength IPSI). 4000 Add rnrx Lure: WRDA Truck #: 623 TlCker 5005 Field I❑ Marking6 4 x 8(4) ❑ IBC n CBC Other: UNRESOLVED x None ▪ See Below ENa Sample Taken 1)Column Pad Footing ortline Er 1-1 &2.3and online ❑ ig line 2&3 a) Steel reinforcement as per Pad Footing Schedule on S-2, Checked rebar for grade, size, placement, overage and splices- Rebar was securely tied and supported off the earth. IP) Dirt, debris and foreign material was removed from pour area. Any dirt sloughing in the Footings from the sides was removed to maintain proper coverage around the Reber 2) The placement of concrete for Above mention Pad Footings. Total Cubic Yards Placed: 6.5, A mechanical vibrator was used to consolidate the concrete. 3) Molded a set of concrete cylinders for 28 day compression tests with breaks at 7 days (1), 28 days 2) and one for holding purposes, hereby certity that I have inspected all al tbd2 work, lmiess otherwise noted_ and to the Crest of my abillly 1 have Iound this work to comply with the approved plans, specifications apglivable building laws. Float re-+rt Issued et •ra'ect cdmpielion. Inspector: Michael Rodngul z ICC Certification No: Contra0.0(s Representative: - •� 8003124 • Page•1 Yi INSPECTIONS JCM Inspections 39725 Garand Lane Suite F Pain Desert. CA 92211 Phone: (760) 275-5020 - Fax: (760) 327.8907 jc rn i nsp ecti on s grim i 1. com INSPECTION REPORT Project Narr}e Kaintz Residence @ Madison Club Perrrrit# BRESO2O-02t8 Project A Mresa it Stale 81325 Columbus Way La Cuinta CA Cheri tl Owner General Contractor Bradshaw Construction GCI LIMA I'Sr'£fT11a5'5 worn Claw: 6/3OI2021 dntraClor P rs�i act 5,LO: 21-723A ip Arcnimt Description of Work Inspected; Non Shrink Grout Situctnrai 1'riginRer Delta Engineering UNRESOLVED IBC None CPC 0 See Below Other- 1) The placement of Non Shrink Grout (CementALL) beneath all 17Tube Steed and WF columns throughout Residence Grout was placed in a flowable condition to the top of the Base Plates without any interruptions, Area were blown clean and dampened with water prior to grout Placement a) a mechanical paddle mixer was used to Mix the grout b) product complies with ASTM C1107 I heretry Certify that I have inspected All of the work. unless otherwise noted, and to the beat of my ability I have found this work to comply with the approved plans, specificarlons ar/D1icabF buildlno taws_ Final report issued at proIectcompletion. Inspector:Michael Rodriguez ICC Certification No: Contractor's Representative: 8003124 Page: 1 INSPECTIONS JCM Inspections 39725 Garand Lane Suite F Palm Desert, CA 92211 Phone: (760) 275-5020 - Fax: (760) 327-8907 Icmins ections@gmail.com 1 1 INSPECTIONS REINFORCED CONCRETE INSPECTION REPORT Form Date: 9/23/2021 Project Name Project No: Kaintz Residence @ Madison Club Permit# BRES2020-0218 21-723A Project Address City State Zip 81325 Columbus Way La Quinta CA Client Sub -Contractor Owner CCI General Contractor Architect Structural Engineer Bradshaw Construction Delta Engineering X IBC Slump (inches): Concrete Temperature (F): Specified Strength (PSI): X CBC Other: UNRESOLVED Time Sampled: Ambient Air Temperature (F): Addmixture: Time in Mixer (Min): Supplier: Truck #: Ticket #: X None See Below Water added @ Jobsite (Gals): Mix Design: Field ID Marking: Location of Sample: X No Sample Taken Description of Work Inspected: Foundation Plan 1) All Interior & Exterior Footings and Grade Beams, Slab on Grade, Stem Walls, Hardy Frame & Post Footings throughout Residence & Garage a) Steel reinforcement as per Details on SD1, SS1.1 and as noted on S3. Checked rebar for grade, size, placement, coverage and splices. Rebar was securely tied and supported off the earth. b) Dirt, debris and foreign material was removed from pour area. Any dirt sloughing in the Footings from the sides was removed to maintain proper coverage around the Rebar I hereby certify that I have inspected all of the work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications applicable building laws. Final report issued at project completion. Inspector:Mich7ael R d uez ICC Certification No: Contractor's Representative: 8003124 Page: 1 JCM INSPECTIONS Complete General and Special inspection Services 39723 Garand Lane, Suite F, Palm Desert, California 92211 Phone: 760-275-SO20 Fax: 760-327-8907 Email: fcminspections maii.com Client: Project: 1--cN. PecOeArl c.- iLA CA4 TEST SPECIMEN DATA SHEET wv3 k L.. STRUCTURE:�ctif LOCATION IN STRUCTURE: 13 r REPORT OF STRENGFIT TEST: Mortar () Grout {) Concrete ( Ether ( j Date: 0 — 0 rZ Project No: \-1 CONTRACTOR: Date Cast: U --1 Date Received: 1 -1 Cast By: C ^� Timm Sampled: ki' Mix Design:_ Supplier:2e; -t-1\qx Spectfled psi: - _ CD -- Ticket Number: 1.LA Age to be Tested: 1[(.')1 Lt- c b) Slump (In): S} Admixture: _ v' \ Alr Temp (F): C . Cone Temp (F): Unit Wt (pcf): Air Content (%): -- Water Added Time In Mixer (min): s Field ID Markings: SA \--2Th ki4Y, C47 FOR LABORATORY USE ONLY Lab Numb p bokck BcDo)._D ` 03_ \ Date of Test -1 I(:)- -- _ Aga at Tact 7 — Spec 51se L Area (in) y +SL7 Total Load (lb) 3,, Strength (psi} Tested By -- Cr INl _ P.O. Box 12980 Palm Desert, CA 92255 (760) 346-8015 www.feiro.net FEIRO ENGINEERING, inc. September 10, 2021 City of La Quinta Public Works Department P.O. Box 1504 La Quinta, CA 92247-1504 Re: Form Certification — Kaintz Residence 81235 Columbus Way, La Quinta Tract Map No. 33076-2 Lot No. 11 APN 779-410-003 o whom it may concern, This letter will serve to state that we field checked the pad elevation and building forms for the above project and found them to be: Left Rear Right Front 20.00' 40.00' 20.00' 30.00' 20.00' 40.40' 16.10' 30.25' If you have any questions, please call me at (760) 346-8015. If you have any questions, please contact our office. Respectfully, —F1143601 52ND AVENUE 1162204 100-B UST IN' 1.2" CND SCH. 40 PVC (1C1 1101N: 10/0 Al 'P)(X_P CA 120/230 1 P ,20.; -200A UG TEMP. 120/240V, 10 81335 I COLUMBUS WAY I 81347 1162205, F 81369 CONDUIT NOTES: 1) TYPICAL TRENCH DETAIL FOR ALL SERVICES AND SECONDARY RUNS. (REFER TO SHEETS 109 & 115 OF THE D.E.P.G. REV. 5.0 2020) TRENCHING NOTES: 2) TYPICAL: CONTRACTOR SHALL INSTALL 2" LINE GUARD TAPE (RED) "CAUTION: BURIED ELECTRIC LINE BELOW." (REFER TO SHEET 115 OF THE D.E.P.G. REV. 5.0 2020) IID T.6, R.7,SEC.10 SCALE 1:105 CONTRACTOR NOTES / IID ELECTRICAL LAYOUT rfR .owl. — A CCrl t ul y c1 SEYVIC . CAUTION: ENERGIZED STRUCTURES & CABLE DO NOT PERFORM ANY TYPE OF WORK ON OR AROUND ENERGIZED STRUCTURES. A QUALIFIED IID ELECTRICAL WORKER MUST BE PRESENT AT JOB SITE BEFORE ANY CONDUIT OR ANY TYPE OF WORK IS PERFORMED. PLEASE CONTACT IID INSPECTION DESK AT LA QUINTA @:(760) 398-5828 ; IMPERIAL @:(760) 482-3300. INSPECTION SCHEDULES ARE SUBJECT TO A MINIMUM 48 HOUR ADVANCE NOTICE AND ARE BY APPOINTMENT ONLY. UNDERGROUND SERVICE ALERT 1-800-422-4133 CALL USA/SC FOR UNDERGROUND LOCATING 2 WORKING DAYS BEFORE YOU DIG Q DISTRIBUTION 0 CUSTOMER ❑INSPECTOR ❑ DIVISION MANAGER ❑TROUBLE SHOOTER ❑GIS UNIT ❑ POWER DOCK IIF APPIICABIEi D METTEPRI SHOP PROJECT LOCATION: 81325 COLUMBUS WAY, LA QUINTA, CA, 92253 MAT. RES:16272077 DIG ALERT TICKET: N/A EFFECTIVE DATE: N/A EXPIRATION DATE:N/A CUSTOMER NAME: JOHN PARRET CONTACT NUMBER: 760-218-5641 PROJECT COORDINATOR:IVAN LOPEZ CONTACT NUMBER:760-427-7409 SUBSTATION: JEFFERSON CIRCUIT: N170 SERVICE NOTIFICATION: 4030652 SERVICE ORDER:60129503 PRIORITY: CATEGORY 0 IMPERIAL IRRIGATION DISTRICT IMPERIAL, CA COACHELLA VALLEY ENERGY PROJECT U.G. DISTRIBUTION BRADSHAW CONSTRUCTION INC 81325 COLUMBUS WAY, LA QUINTA, CA, 92243 APPROVED: DATE: REV.# PG# DATE BY DESCRIPTION DESIGN'D:E.NIEVES DATE: 07/07/2021 h aye r architecture 445 Marine View Avenue, Suite 280 Del Mar, CA 92014 858-792-2800 City of La Quinta Design & Development Department 78-495 Calle Tampico La Quinta, CA 92253 Attention: Julio Anaya, CPE (760) 777-7043 Subject: Conditions of approval - Permit No. BRES2020-0218 Project Location: 81325 Columbus Way Lot 11 B / Tract 33076-2 / APN-779-410-003 Please find the following resubmittal items as part of the conditions of approval; • Contractor information Company Name = Address = Email = B Bradshaw Construction 81335 Thunder Gulch Way La Quinta, CA 92253 (760)347-4246 mark(c�markbradshawconstruction.com State Contractors License #848057 City of La Quinta Business License #LIC-0103335 We appreciate your consideration. Best regards, Daniel Alvear, Hayer Architecture November 19, 2020 h a y e r architecture 445 Marine View Avenue, Suite 280 Del Mar, CA 92014 858-792-2800 City of La Quinta Design & Development Department 78-495 Calle Tampico La Quinta, CA 92253 Attention: Jacob Fason Subject: Contractor replacement Project Permit No. BRES2020-0218 - Project Location: 81325 Columbus Way Lot 11 B / Tract 33076-2 / APN-779-410-003 / Interwest No.: 202006630 January 20, 2022 Dear Mr. Fason, This letter is to confirm that the contractor for the project referenced above has been replace by Quinn Enterprises, Inc. Furthermore, Hayer Architecture is requesting that access to the project be granted to John Quin via the Etrakit portal. Please let me know if you require any further information. Thankyou, and have a great day! We appreciate your consideration. Best regards, Daniel Alvear, Hayer Architecture CITY OF LA OUINTA - PUBLIC WORKS DEPARTMENT GREEN SHEET PUBLIC WORKS CLEARANCE FOR RELEASE OF BUILDING PERMIT Form updated & effective 912&12C19 Green Sheet approvals re forwarded to the Building & Safety Department directly by Public Works. Please DO NOT submit the Green Sheet (Public Works Clearance) Packet to the Public Works Department until ALL requirements listed below are complete, Incomplete applications or applications which cannot be processed will be returned to applicant. Date 11 j 03 120 Developer: B Bradshaw Construction Tr-i�t No,: /3076-2 Tract Name: Madison Club Address{s): 81325 Columbus Way Lot hi .(s):11 Phone Number: 764 } 347-4246 The following are the requirements for Public Works Clearance to authorize issuance of a building permit from the Building & Safety Department: • CUSTOM HOMES: PROVIDE ITEMS t2, #3, #4, #5 & #7 BELOW a TRACT HOMES: PROVIDE ITEMS #1, #2, #3 & #5 BELOW 4- COMMERCIAL BUILDINGSIOTHER: PROVIDE ITEMS #1, #2, #3. #s & #7 BELOW WALLS. SIGNS, OTHER: PROVIDE ITEM #6 BELOW 1. Attach Pad Elevation Certificates In compliance with the approved design elevation for building pad {maximum allowable deviation of +1- 0.1 foot). Pad Elevation Certificates mast be current (within 6 months of current date). If a precise grading plan creates the pad for approval, please withhold green sheet submittal until a Pad Elevation Certificate can be provided. 2. Attach geotechnical certification of grading plan compliance including compaction reports from a I1cansed Soils Engineer. Recently rough graded residential developments which have a previously approved geotechnical certification are exempt from this requirement. 3. Attach recorded final map or title infarrtialionfgrant deed showing proposed building locations are legal Tots. 4. Complete the attached <1 acre per lot or Will project Fugitive Dust Control project Information form, PM1D plan & agreement cr provide alternative & valid City approved PM16 plan set reference number or hard copy plan. PEN10 plans for commercial & residential developments (beyond 1 lot) are submitted separately with grading plans & are subject to additional requirements. A current PIM0 certification number is required. 6. Attach a copy of the rough or precise grading plan to the Public Works Department showing building locations) for pad elevation verif cation, AO flood zone developments will require an approved flood plain development plan. 6. Attach supporting documentation for wall plan, monument sign, grease trap or special facility installations, 7, Complete and sign the attached water quality management plan (WQMP) exemption Form, if applicable. PW approved building construction projects require either a WQMP or a completed WOMP exemption form. Approved mapsfplans may be viewed at the following link: http:ffwww,le-ouinta.orcIPlenCheck/m Search.aspx have reviewed and confirmed the requirements listed above as presented and find the improvements to be sufficiently complete for constructor of the proposed buildingslstrtrcturesiwallsisigne on the subject lots}. Pursuant to my findings, the above project may be released for building permit issuance, This section completed by Clty staff. I eoarnrnondod by: Date: 1 1 Public Works Distribution: ( ) Green Sheet to Building & Safety ) Green Sheet to Planning Department Declined for approval for reason(s) as follows). please correct and resubmit: 11 ChocHLsls • Forme 8 taxbratensTerrne 8 APIA=tiorRAGREEN SHEET emer 3 PM14lett'herr 1 here Reyleed 9 Zri09.4bc City of La Quinta - PM1O Fugitive Dust Control Project Information nstruction Phase PM'iO ArIreement (<1 acreilot or Infiill Project Protect Information Project Contractor: Bradshaw Construction Project Phase (check one) Project Dame: Kaintz Family Residence Project Tract/Lot Numbers: Tract 33076-2 Lot 11 El Construction Project Street Address: 81325 Columbus Way M Demolition La Quinta, CA 92253 Tote! Acres In Active cr per Lot):Co31 66ion { .71 acre 31,8$�sf .73 acres Anticipated Start Date: 11 ' 03 / 20 Anticipated Completion Pate: 11 / 03 / 20 PM14 Contact Information Please note: Dust control is required 24 hours a day. 7 days a week, regardless of construction status. Person lasted betaw is responsible for dust control during business and non -business hours. Name: Mark Bradshaw Title: President Company Name: B Bradshaw Construction Mailing Address: 81335 Thunder Gulch Way City, State, ZIP Code: La Quints CA 92253 Primary Phone #: 76D-347-4246 Fax #: 24 Hour Emergency Phone#: 750-275-6821 Call Phone #: 760-275-6691 Email Address- mart@markbradshawcnnetruction.cam PM1O Certificate #: The above stated property owner (or authorized representaliv4 4* Shall act as his/her acknowledgement of dust contral requirements and their enforceability, pursuant to SCAQMD Rules 403. 403.1, 401, 402, 201, 203 and PERP; > Shall constitute an Agreement to comply with all project conditions as Identified In the approved dust control plan. Acknowledges that dust control is required twenty-four (24) hours a day, seven (7) days a week, throughout the period of project performance, regardless of project size or status; ▪ Shall ensure that each and every contractor, subcontractor and all other persons associated with the project shall be in continuous compliance with ail requirements of the approved dust control plan: • Shall take all necessary precautions to rrrinimize dust, even if additional measures beyond those listed in the dust control plan are nee ss-pry; • Shall authorize representatives of City/County to eater the property for inspection and/or abatement purposes; 4. Shall hold harmless the City/County and its representatives from liability for any actions related to this dust control plan or any City/County initiated abatement activities. Signature oTProperty Owner or Authorized Representative ii�C:ingc�rjpl:. Fnrrns & Ap he—aGrwiaiFa,ms $ 1ppr+Litieira11R69HEF;T PAiIkEss than 1 Acre, IROil Mel 9.2649hoe 11-3-2020 Date City of La Quinta • Phil ° Fugitive Dust Control Plan (<1 acre per Lot or Infill Project) This Fugitive Dust Control Plan shall take into account applicable SCAQ1AD Regulatft ns Rule 403, 403.1, 401, 402, 201, 203 and Portable Equipment Registration Program (PERP). + WATERING: Continuous watering is required to prevent dust and roust occur a rninimurri of four (4) limes daily. VVater shall be applied from an adequate sized metered water source to dry soils to prevent: • Visible dust emissions >20% opacity ■ Visible dusl emissions that travel >100 feet from the source (within site) • Visible dust emissions that cross any property line • EDUCATION: The responsible dust central Individual and key personnel shall attend SCAQMD PM10 class and obtain PM10 certificate number prior to construction activity (training information may be obtained by contacting SCAOMIJ at (909) 396-2183). 4• CONSTRUCTION & DEMOLITION ACTWITIES; A copy of this approved Fugitive Dust Plan must be kept on site. At least one short-term stabilization method must be used during off hours. At least one long-term stabilization measure must fie used within ten (10) days of ceasing activity. .• WEATHER MONITORING: Wind predictions shall be monitored_ SIGNAGE: Approved signs shall be installed at s highly visible location. Please refer to the Coachella Valley FtlgThve Dust Control Plan Handbook for Construction Signage Guidelines. TRAFFIC: Construction traffic shall not be allowed an the pad, unless absolutely necessary. If vehicle's operate on pad, pad shall be kept farm and moist through hose watering and sprinklers; and a maximum traffic speed of 15mph will be enforced. Fugitive Dust shall be prevented by fencing off site to prevent unauthorized traffic on pad- ,• PARKING: Parking is not allowed on pad, All vehicles must park on street at designated areas only. +tea TRACK OUT: Provide 24 hour street cleaning and track out system as approved by City Public Works inspectors. No dirt on public or private roads. Track out shall be cleaned up within one (1) hour of incident and at the conclusion of each workday. DIRT PILES: Dirt piles shall be limited to 50 cubic yards and built per California Building Code grading requirements. Piles shall be kept moist or covered with tarp material. Larger dirt piles will require stockpile or grading permit. •ir FENCING: Provide PM10 fencing at perimeter of public roads and where applicable, Wood slat fencing can be installer} et rear 4f property and return 20 feet on either side if HCA restrictions apply. Block walls can replace PM10 fencing during the construction phase. IJIPMENT: Extra hoses and sprinklers shall be maintained an site_ •. EXCAVATION MEASURES: AR areas to be excavated or graded shall be pre -watered. Water shall also be applied during excavation or grading operations. • DUMP TRUCKS: Open tap dump trucks shall be wet down, moist and covered with a tarp prior to lea +ing site. I (ACTIVE SITE: Within 10 days of ceasing of activities. re -vegetate cr permanently stabilize as required. RECORD KEEPING: Fugitive Dust Control Plan records (i.e. self inspection records, records of use of chernicat suppressants, etc.) shall be maintained for 3 years by the Property Owner (or Authorized Representative). Property Owner shall notify the City and SCAQMD within 10 days of completion of project. 7.w-wallah! - Fmns& Apal6ifions4Forms& AppIIrallonxlflREEN 9kE ET mwm g PM101-, Ih ii 1 Av., #26-09-doe' Water Quality Management Plan (WQMP) Exemption Form Whitewater River Region Documentation of Project Not Rewiring a WQMP but Rewiring Site Desian BMPs and Source Control BMPs by Entitlement Conditions of Approval or Permit Conditions — WQMP Required for the Listed Chang of Land Uses or for Changes of Pollutant Stream (All Questions Below Must be Answered "No" To Exempt Project) Yes No Entitlement or construction of new single-family hillside residence(s) that create 10,000 square feet, or more, of impervious area where the pre -development natural slope is 25% or greater? _ _ ❑ r l7 Pntitlement or construction of new single-family hillside raSIdence(s) that create 10.000 square feet, or rrtnre, of impervious area where the pre -development natural slope is le% or greater where erosive salt conditions are known? 22 Entitlement Cr construction of new commercial and industrial developments) of 100,000 square feel n I 1, or more? —I Entitlement or construction of new automotive repair shop(s) including body, upholstery, paint, exhaust, tire. transmission, engine ar other automotive specialty repair. [Standard industrial Classification (SIC) codes 5013, 7632. 7533, 7534, 7537, 7538, and 75391? LJ i jEntitlement or construction of new retail gasoline outlet(s) disturbing greater than 5,000 square feet? ' Entitlement or construction of new restaurant(s) (or potential restaurant shell space) disturbing greater than 5,000s'uare feet? Entitlement or construction of new home subdivision(s) with 10 or more housinjunits? El L__J Entitlement or construction of new parking lot(s) of 5,000 square feet or more, or with 25 or more parking spaces, and potentially exposed to Urban Runoff? Applicant Information Name and Title Mark Bradshaw - President - — Company $ Bradshaw Construction Phone 760-347-4246 Email rnarcftmarkbradshawconstructian.cam Project Information Project Name Type (SFH. Multi -Family. Commercial, Etc.) Kainz Family Residence 5FH Location or Street Address 81325 Columbus Way Nearest Cross Streets Municipality/County/Zip Code La Qulnta Tract Number(s) andiarAssessor Parcel Number(s) Tract 33076-2 Other Location Information Lot 11 Watershed mftewater River Source Control BMP Information Size of Project Area (nearest O. airs) _73 Acres Project Area managed with Site design or Low Impact Devetapment (LIM) BM4tPs tntarest ts_1 acres + is the project subject to nnslte retention by City ordinance or policy?a Nance of the Entity that will implement, operate, and maintain the Source Control BMPs B Bradshaw Construction Contact Name Mark Bradshaw Street or Mailing Address — 81335 Thunder Gulch City La Quinta Zip Code 9220 Phone 760-347-4248 T!Cheddiets-Forms. Appllcalioneramea Avplkahonekt3FEEEN SHEET ewer &POA1tl less Eton 1.5err i ,2.26.G9.doc Check Item C.,..r... I" .,tif..i dIJIG D.....7f.., ...+ _All drwtilanf� 8nllir� I�rrn_'}r..,4iur � Q D JIuLVr�n f`nnl-rnl To be Performed Y1.i1J1 VG VY1pig gel 1-R1f11 1.4.1.1.41.1.1 ti.11411 U - vv.. I ....Iv. .. I\V11�1�11 - ■IY1 Y%1 MwF1Y.Y• ...T.• vvrrrr rv..., v. Non -Structural BMP (See Appendix H, Section 4.5.2•1) Ongoing Irrigation System and Landscape Maintenance Ongoing Latter Control t/ Ongoing Drainage System Inspection & Maintenance EducationiTraining for Property Owner, Operators, Occupants, or Employees Activity Restrictions - Prohibition of Debris Blowing!SweepingANashing into Street/Storm Drain, Closed Lids, Restriction of Vehicle Washing SofTrash Check To Provided 10•1Ongoing Street Sweeping at Private Streets and Private Parking Lots Item be Source Control BMP Requirements- Small Sloped Lots, Small Commercial, 410 Unit Subdivisions, . 5,U00 Square Ft. Parking Lots, Etc. Structural BMt' (See Appendix H. Section 4.5.2.2) Storm Drain Inlet Stenciring and Signage Landscape and Irrigation System Design to Minimize Erosion & Nuisance Runoff Protection of Slopes and Channels to Minimize Erosion Multi -Family Project Use of Community Car Wash Racks Wash Water Controls for Food Preparation Areas to Use Sanitary Sewer Fuelling Area (Design & Maintenance) Including PCC Surface, Canopy & Spill Prevention AirlWeter Supply Area Drainage (Design & Maintenance) Including Spill Area Containment Trash Storage Areas (Design & Maintenance) including Attached Lids, Storm Water Controls ��- Loading Docks (Design & Nleintenance) Including Storm Water Controls, Dry & Frequent Cleaning P raced ures • Maintenance Bays (Design & Maintenance) Including Indoor Location & Storm Water Containment Vehicle and Equipment Wash Areas (Design & Maintenance) Including Canopy & Containment Outdoor Material Storage Areas (Design & Maintenance) Including Canopy & Containment Outdoor Work Areas or Processing Areas (Design & Maintenance) Including Canopy & Containment CC&R's, Maintenance Agreements or Other mechanisms will be used to ensure the ongoing operation, rnaintenancer funding, transfer and implementation of the project -specific WQiMP requirements. Legal description and plat stamped by Registered Surveyor to be attached tc the applicable CC&R or Maintenance Agreement for recordation at Riverside County. (Optional Requirement to be reviewed on a Proiect by Project basis) BM' Acknowledgement The applIcsut stlall comply with listed BlviPs and applicable provisions of the Ci#y's NPDES storrnwaler discharge perrnitr LQMC Sgctirsne S.711010 et geq. (Stnrrnwrater Management and Discharge Controls), and 13.24.170 (Clean Air'CFeeri Water); Riverside County Ordinance No. 457: the California Regional Water Quality Control Board - Colorado River Basin Region Board Order No, R7-200B-0001 and the State Water Resources Control Board's Order No. 99-08-DWO. Signature. Print Name: Mark Bradshaw Title: President Date: 11 / 03 f 20 Phone: 347-4246 I: CPOCWS- Forms S Appiolionswoene & Appiumon 1GR@EN S IEEr dtpotr & PN1191Ems II n 1 Acre Roomed 9-251:19.dor Applicant Certification certify tfia# 1 have read this form in its entirety and understand the City's submittal and review process and the requirements for thin farm. I understand and agree that ;f during the processing of the form, it is determined the information contains errors or omissions, clarification anchor supplemental information may be required and the preparation of such information may be Considered, in the Community Development Director's judgment, an unreasonable delay and will result in a suspension of processing time Iirriits in accordance with the California Code of Regulations, Title 14, Section 15109. Signature: Mark Bradshaw Print Name: Title: President 20 20 20 Date: I I Phone; l 760-3 347-4246 Dwreer Certification I certify under the penalty of the Taws of the State of California that I ern the property owner of the property that is the subject matter of this application and I am authorizing and hereby do consent to the filling of this application and acknowledge that the final approval by the City of La Quirts, if any, may result in restriction, limitations and construction obligations being imposed an this real property. r� Signature; /f / • ' Print !Dame: « r rrtle: 1:101? ii ante: I1 I I .7t) Phone: f 7 1 3‘q 1-/ FNTG Builder Services RECORDING REQUESTED BY: Fidelity National Title Insurance Company AND WHEN RECORDED MAIL TO: Tim Kaintz, or assignee tp. ?An tat o Order No.: 30025929—t-D Escrow No.: FS2839 A.P.N.: 767-690-003-0 TRA: 020-172 DOC # 2019-0188822 05/29/2019 08:00 AM Fees: $17.00 Page 1 of 2 Recorded in Official Records County of Riverside Peter Aldana Assessor -County Clerk -Recorder **This document was electronically submitted to the County of Riverside for recording** Receipted by: ALYCIA #778 SPACE ABOVE THIS LINE IS FOR RECORDER'S USE GRANT DEED THE UNDERSIGNED GRANTOR(S) DECLARE(S) DOCUMENTARY TRANSFER TAX IS $1 , 155.00 computed on full value of property conveyed, or computed on full value less value of liens or encumbrances remaining at time of sale. unincorporated area [ X ] City of La Quinta FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Hank J. Holland, Trustee of the Hank J. Holland Revocable Trust, dated 3/15/2012 hereby GRANT(S) to Tim Kaintz. , An Unmarried Man the following described real property in the County of Riverside, State of California See Exhibit "A" attached hereto and made a part hereof. Commonly known as: 81325 Columbus Way, Lot 11 B , La Quinta, CA 92253 Dated: May 7, 2019 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. STATE OF CA IA COUNTY OF On person1Iy appeared I' kw before me, ano r public, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of Califomia that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature The Hank J. Holland Revocable Trust, dated 3/15/2012 } SS. By: Hank J. Holland, Trustee ..e.._ CHRISTINAT. COLLINS Notary Public • California San Francisco County Commission # 2232236 My Comm. Expires Feb 24, 2022 (Seal) (This area for official notary seal) MAIL TAX STATEMENTS AS DIRECTED ABOVE DOC #2019-0188822 Page 2 of 2 PRELIMINARY REPORT Fidelity National Title Company Your Reference: FS2839 Order No.: 989-30025929-A-LD1 EXHIBIT A LEGAL DESCRIPTION THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF LA QUINTA, IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: PARCEL 1: LOT 11 OF TRACT NO. 33076-2, IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN BY MAP ON FILE IN BOOK 393, PAGES 61 THROUGH 80, INCLUSIVE OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA. PARCEL 2: NONEXCLUSIVE EASEMENTS FOR ACCESS, INGRESS, EGRESS, DRAINAGE, MAINTENANCE, REPAIRS AND FOR OTHER PURPOSES, ALL AS DESCRIBED IN THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS AND RESERVATION OF EASEMENTS FOR THE MADISON CLUB OWNERS ASSOCIATION RECORDED ON SEPTEMBER 13, 2005, INSTRUMENT NO. 2005-0754387, OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. APN: 767-690-003-0 CLTA Preliminary Report Form — Modified (11/17/06) SCALE 1"=10' 0 5 10 20 30 ,..� • • .I • •' ie >.. D. (987.19FS) D • • Ie D ° ,4. • \ o • D • \'_ .I; 986.74Tt ) .(DRAIN) • (987.00 )) (987.67FS) • (988.68F ) CONSTRUCTION NOTES INSTALL YARD DRAIN, NDS #50, 6" DIA. GREEN GRATE OR EQUAL. INSTALL 6" PVC PIPE, (SDR-35). S=1% UNLESS OTHERWISE NOTED ON PLAN. OMIT ONE BLOCK AT BASE FOR DRAINAGE. CONSTRUCT CMU WALL PER SEPARATE PLAN AND PERMIT. INSTALL 10" PVC PIPE, (SDR-35). S=1% UNLESS OTHERWISE NOTED ON PLAN. CONSTRUCT 6" MIN. THICKNESS DRIVEWAY PER ARCHITECT PLAN. INSTALL 6"X10" REDUCER (PVC-SDR-35). ® INSTALL YARD DRAIN, NDS #3, 4" SQ. WITH DEBRIS RESISTANT GRATE OR EQUAL. 0 INSTALL 6"x45' BEND/WYE (PVC-SDR-35). CI INSTALL 6"x6" TEE (PVC-SDR-35). 11 CONSTRUCT YARD DRAIN, NDS #16S, 3" DIA. GRATE OR EQUAL. 12 INSTALL 7/16" BRICKSLOT (GALVANIZED STEEL), PART #98999 PER DETAIL HEREON, OR EQUAL. 13 CONSTRUCT CLEAN OUT, PER DETAIL ON HEREON SET FLUSH WITH FINISH SURFACE 14 INSTALL 4" PVC PIPE, (SDR-35). S=2% MIN. & CONNECT TO BRICKSLOT OR ROOF DRAIN. 15 INSTALL 6"x4" TEE (PVC-SDR-35). 16 INSTALL 4"x45' BENDPVC-SDR-35). (989.47FS) 1 • (D`ART • PATH)\ (989.92F) (990.13F51, • � k < k . 1 1000.00INV 1002.5FGN 1001.50TF 4444 dd � d, 444 d 444 444 44 1004.50TW 1002.3FG 999.00TF 1 DEN 101 .25FS o 1 ALL U 0 • C NSTRUCTION AT TIME OF SURVEY) 1003.0FG 1000.00TF 1006.50TW 1003.0FG 1000.00TF LOT 10 PE=(1004.0) UNDER CONSTRUCTION 1008.50TWO 003.0FG 1002.00TF \\ 1002.90TG • 99.24INV EXIST. BLOCK WALL 1009.00TW 1003.0FG 1002.00TF -13 0 CO ' 34' 10"E 210.51 \s_ (N10 - 998.94INV �10 6'± GARDEN WALL UNDER CONSTRUCTION AT . �TIME• OF SURVEY) Y) G 1003.0F 19V75N1 98.601NV 1009.50TWO 1002OOT100?.80TG 0 � • : -79TRQ �� y1■ . F LC I 1 I MIL I III © L=1\ tti�%�'�� �7 998.671NWI �1003.0FG (N 13' 14'37"E 232.46 (1009.24) W - - L..._IL eAL sJL r:r ; ♦rer, L J Fl 1 L J 108.4NTG 0( 1002.5FG (IID) (X-FRMR) (11162204P) r TW EXIST. BLOCK WALL 1008.00TW �' D09 32)� 1000.00TF® CONNECT TO EXISTING PRIVATE 10" PVC LATERAL PER TRACT 33076-2 ON --SITE STORM DRAIN PLAN (986.84)INV --(1002)--- \ \ (FH) • '441 ..0 ::::::::::::::+stwooptik_44 /4 slos...100.0-10 ♦♦♦ 1044♦,� *.- sir *NO4:4;4 4 �, 5",- *�I♦ ♦4y1 � ♦0I ►♦ 1t♦♦ �����r♦♦,♦���,,♦♦�' � I���♦♦�►� I������:.►.,�♦�At!�!,► • � ��♦♦♦♦ ���I�♦♦��♦���� � ' �, ♦♦ E ���1��::0%����G♦♦♦♦ ���w♦♦♦♦ ���, ♦♦♦ �Ik�,, ��yb. � �', ����♦�, �' .. �4 � ��� ♦� ��� ♦♦♦ `.�♦♦♦ 1� 'AVER) A��r: • "�WI�♦♦♦� � c`s�i �I� ♦♦♦ �I��♦♦♦♦ �`IJ.�♦♦,�� . AY :i.ta#::•::01z:01;4:41:4% �`ii•:::,„,PE(10010)���♦;;:::;;;;Z;#:;;;;;;;;;;;;;;;4710;;;;;":4 .♦♦,, • stko#, 74%:::Volt . OA *#*%* - . 0 • 4*%1 t!1 , o \, , , a ) - c o \c 0 0 , . . , 0 \--, -n 0 \- \LA cco Ns' o o V\' \ til 0 \U-1 `-' \CA CD � LOT 12 EXIST. RESIDENCE \ APN: 779-410-003 81-325 COLUMBUS WAY ■ 10/14/20 Know what's b@IOW_ CaII before you dig_ PREPARED UNDER THE SUPERVISION OF: 10/14/20 ESFANDIAR SHAHANDEH DATE: RCE NO. 47834 NO. DATE INIT. APP'V'D DATE REFERENCES REVISIONS APPROVED BY: RCE NO. DATE: \C \EEC1 \C 77-570 SPRINGFIELD LANE SUITE "C" PALM DESERT, CA 92211 (760) 772-8400 OFFICE (760) 772-8421 FAX civil and structural engineering - planning - surveying KAINTZ RESIDENCE PRECISE GRADING PLAN MADISON CLUB LOT 11B TRACT 33076-2, M.B. 393/61-80 PORTION OF SECTION 10, T.6S., R.7E., SBB&M DESIGN: ESSI CHECK: AMG DRAFT: ESSI DATE: APR. 2020 CITY OF LA QUINTA DWG No. PG174002 C - 2 Building Perrnit Number: Project Descriptu SF R Exempt: I13 CMateners may co Lain hazaedaus wastes and are not subject to recychng provisions; Construction Debris Management Plan Plan Submittal Date Jo b Site Address Owner'$ Narne Number. Street, or PO Box Qty. State, Poster Cede Owners Phone Number Owners E-Mail Address Project Managers Name Project Manage Phorte Number Project Manager's E-mail Address Builder f Conirectar Number. Street or PO Box City, Stale, Postal Code Project Square hatatagei Approval By Burrtec Date of City Approval Materials To Be Discarded: Product -Crest' Asphalt Brjckfalcck Cardboard Cornrrtirtgled Concrete Drywall Donated f Reuse' 81325 Columbus Way La Quints CA 92253 Tim K,aintz PO Box 6/0 Lake Stevens, WA 98258 425.359.4467 Kaimplirnsn ❑gm Mark Bradshaw 760,275.8891 Irtark markbra kbawc�nrror-rUCtion B Bradshaw Construt;tiCn, Inc. 81335 Thunder Gulch Way La Qujrt#a CA 92253 15,366 A2L Tons t 0.40 0.(0 Nat recyclable Recyclable Recyclable Recyclable Recycaoie Recyclable Re .yclab 0.00 Recyclable 5 `Describe Items Totals: Rec cle Trash Product Masonry (broken) Plaster Scrap Metal Tile (floor) Trig (roof) wood Landscape Debris Tons 0.00 I, 1" z+ 0.00 7 ecydab le Recyclable Recyclable Recyclable Recyclable Recycietle. Recyclabra, I -__ Projected Mvorsion 7l f understand it is the property owner's rrrsponSibitity to submit copies or weigfit tickets or receipts to the °Istrict Erwhronmentat Coordinator as these #lauis eaaur. I hereby certify that con pletian, tmplementabon and adherence of the Debris Management Plan {OMP) for the above named project shall' guarantee that at least 55% of the jobsLte waste is diverted from Iandflling, Tire remaining material will be recycled or reused_ I +Anil divert. for recychng or re.usu, remaining materials generated from the first day of the protect through the completion of the project in accordance with this plan, This DKITP is issued in the name of the properly ow -tents) and shall remain their property throughout the construction andlor bsmolilion project. A cantractor starving as agent of the owner may obtain a DMP for the owner. However, the OMP is still issued in the name of the property nwnerts) and the owner retain regal responsrhirily for ensuring that the provisions of the DMP are adhered tb. The property omens) and general contraatcn shall be Inept Informed of the diversion progress through bi-ron reporIz. If selr-}nearing, I refuse maledal born this project site must be taken to en approved recycrer or transfer rl 1 ro3act Manager I Superintendent � � r Date Construction Debris Management Pian Summary of Requirements As of January I, 2017, The Green Building Standards Code (CALGreen) requires that the construction of most new structures in the Slate of California comply with sections 4.408 anti 5.408 cf the code in accordance with Assembly BrLI P39 requiring that no more than 35% of jobsite waste be disposed of as trash at local land NI sites and transfer stations. Exceptions may be made for certain projects under certain conditions The City of La Quinta is committed to the highest revel of environmental respect. to conserving our precious natural resources and setting an example to provide fora better world for generations to come. Recycling [Helps keep reusable resources ❑ut of landfills and will also reduce disposal casts_ IMPORTANT_ Surrtec Waste & Recycling Services is the City's franchise hauler_ If you choose to self -haul any recyclables or trash, you must provide copies of all weight tickets and/or receipts frorrl the transfer station, landfill, or recycler as the job progresses. Clean-up companies and other haulers are not permitted to haul waste or recyclables from the City of La Quinta, Self hall weight tickets should be submitted to: Renado Gouldlock, District Environmental Coort inator - rgouldlock a burrtecdesert.com, ❑r faxed to (76O) 340-04 t7, or mailed to: 41575 Eclectic Street, Palm Desert, CA. 92260, Sladden Engineering 45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 6782 Stanton Avenue, Suite C, Buena Park, CA 90621 (714) 523-0952 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 www. S l addcnengineeri ng. com October 16, 2020 Project No. 544-16132 20-10-515 Mr. Tim Kaintz c/o Hayer Architecture 445 Marine View Avenue, Suite 280 Del Mar, California 92014 Project: Proposed Custom Residence 81325 Columbus Way The Madison Club - Lot 11B La Quinta, California Subject: Foundation and Precise Grading Plan Review Ref: Geotechnical Update prepared by Sladden Engineering dated June 30, 2020; Project No. 544-16132, Report No. 20-06-337 In accordance with your request, we have reviewed the Foundation Plans and Details prepared by Delta Engineering Consulting Structural Engineers along with the Precise Grading Plans prepared by Essi Engineering for the custom residence proposed for the currently vacant lot located at 81325 Columbus Way (Lot 11B) within The Madison Club development in the City of La Quinta, California. Based on our review, it is our opinion that the recommendations provided in the above referenced Geotechnical Update as well as the previous geotechnical reports have been properly incorporated into these plans. If you have questions regarding this memo or the referenced report, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING Brett L. Anderson Principal Engineer Letter/nh Copies: 4 / Mr. Tim Kaintz c/o Hayer Architecture Sladden Engineering www.Sladdenengineering.com Sladden Engineering 45O90 Golf Center Parkway, Suite E, Indio, CA 922b1(76(4863-D713 6782 Stanton Avenue, Suite C, Buena I'ark, CA 90621 (714) 523-0952 4.90 Egan Avenue, Beau rnont, CA9i22_ 1951) 845-7743 ,ti w w.sladdenen,eineenng.com October 15, 2420 Project No. 544-16132. 20-10-512 Mr. Tim Kaintz cfo Mayer Architecture 445 Marine View Avenue, Suite 2S0 Del Mar, California 92014 Proposed Custom Residence 81325 Columbus Way The Madison Club — Lot 11B La Quinta, California Subject: Response to First Code Compliance Review, 81325 Columbus Way; Permit No BRE52020-0218, inlet -west No. 202006630; dated September 22, 2020. Ref: Geotechnical Investigation report prepared by Sladden Engineering dated January 28, 2005; Project No. 544-4810, Report No. 05-01-10/ Report of Testing and Observation During Rough Grading prepared by Sladden Engineering rated March 2, 2006; Project No. 522-4810; Report No. 06-02-]20 Geotechnicai Update prepared by Sladden Engineering dated June 30, 2020; Project No. 549-161. ; Report No. 20-06-337 Sladden Engineering (Sladden) is pleased to submit our response to the City of La Quinta's plan check consultant's (1nterwest) geotechni al review comment. The information contained in this letter is intended to supplement the information presented in the above referenced reports. The plant check comments prepared :bv loterwest are attached. Comment SG. Please amend the seismic parameter recommendations to coordinate with the requirements in ASCE 7-16 (new requirements), The requirements state that where Site Class D (default) is used as the site class per Section 11.4.3, the value of Fa shall not be less than 1.2 as specified in ASCE 7-16 $ 11,4.4 & 2019 CBC 1613.2.3. Currently, it appear that the proposed value for SOS corresponds to Fa = 1. 1f site class D is being used as a default, please amend the seismic design parameters to use an Fa = 1.2. However, if the site class D designation is based on testing then please provide the testing data, if the geatechnical engineer has performed the any of the applicable soil testing per ASCE 7-16 Table 20,3-1 (Le. Average shear Wave Velocity, Average Field Standard Penetration Resistance, Average Undrained Shear Strength), site classification of D-Stiff Soil may be used, if appropriate. Otherwise, site class D (Default) is required to be used. Sladden Engineering October 15, 2020 Project No, 544--16132 20-1W512 Response; Based on our recent discussions with the project Structural Engineer, we have revised our seismic design parameters utilizing Site Class D (d cult) and a corresponding Fa value of 1.2. The revised seismic design parameters are attached. The project Structural Engineer should verify that ail design parameters provided are applicable for the subject project. Sladden Engineering appreciates this opportunity to be of continued service to you on this project. If you have any questions regarding this memo or the referenced reports, please contact the rilidersigned. Respectfully submitted, SLAODEM ENGINE; Matthew J. Cohrt, C.E.G 263 Principal Geologist Copies: 4iAddressee Matthew J. C alZrt No, 267'4 Cc ilFIED C01 EF. •! EoLo LsT cm Brett L. Anderson. R. Principal Engineer Slat -Eden Engineering REVISED SEISMIC DESIGN PARAMETERS Sladdetr bi ineerm rg W NOTATION REFERENCt rl 1▪ 0 6 CC en CO 4D ry St)N EC▪ - LIDr 'k r-1 1 I O 4 0 Q N LL Lf] V] { Q a 4J ap Fv (Fable 11.4-2)HUsed far General Spectrurnl Equation 11,4-1- F„`54 Equation 11.4-3 - 2f 3*Sags Table 11.8-1 Equation 11.8-1- FrcA*PGA Section 21.5.3 3 46 e • ro 7 D r1 • "' o f ▪ # ,� • • rye H r- o N. w > ro 0 4 ▪ a o r4 VI A c n e ▪ ki43 4 Z ri y ra i w in p w0. JQ aE Sj 1i 3 REFERENCE Ga,l Site Class fl -Table 11.4.1 Site Class D-. 21.3(ii) iR Fundamental Period {12.S.2) Seismic Design Mays or Fig 22-14 Equation 11.4-4 - 213*5h,,1 Equation 114-2 - Fv*5, RISK COEFKRCIENT Ni 066 4A N 5O ✓ R g Mg,' To go' L9 0 0 6 G 0 0 0 4 4 0Op 0 0 O p0p "r r0 # Ili 40 40 • 0 0 g p q 0 +--i Cr -At Periods between 0.2 and 1.0 Cr -At Perod s {=0.2, Cr=C115 us€ trendline formula to complete Cr • At Periods 1.0, Cr=Cq1 o. 1211 waste iww S O Period {eetand0 pulled Nix 544.-16132 PROBABILISTIC SPECTRA 2 `, in 50 year Exceedience 0 z Probabilistic PGA: B-A - Boore-Atkinson (2008) NGA USGS 2008 MRC Is Probabilistic Salm2,}<1.2y CLLB Campbell-Bozorgnia (2008) NGA USGS 2008 MRC CA - CFiiou-Youngs (2007) NGA USGS 2008 MRC Project No: 544-16132 \ LIJ DO to 2 2 � - 2 c 2 ` w k § CL u d 1= 2 I 2 - § w] LLI e z C 0 2 e ) E ) z 15 Prabab'IIstic 5.a(,„.0.<1-2Fa? e m nay / § r- _ _ = 0 I. _ - m - D * - m 2 $ G I \ - co - _ _ _ ■ 9 @ NI m .. R§ d p@« m 5'O7 e a \ 6 d o d 0 .. - - - - - - a _Q _ _ o -- _ LIUU 1 CI e P,§ B E e e S 5 m e a 2 E§ e R R e R R r 2§ Q c a 0 0 0« M M> m C e 4 m- e 9 g o q d d o a e d o 0 o c O o ai c o o -_ m m 4 un n. { Lin is Deterministic PGA >4-I* i5? Project No: 544-15i32 ea k ra § ra . § g « v, a \Chi 0 R �fk .0fat / c E $ *:2i6 30% GeneraI Response Spectrum L-r1 ,'4 L i r- m ,-' N C u'L .7o a] oG CO ce CO CO CC DR In CO 00 04 .n ,Q N ri . ,-'i it - N L.'S W1 a. Le3p ,� L O "a L.P II� m O1 cr..G1 tT 41 LT an o Ql 7, Q1 b '� ' a .7 d Lfi z. to M1 W 00 Gi Gt OY G1 t77 iT, 01 5 Gn On Cr! ai C1 G? a� LA 4d Y7 +V r-1 CILCD O G 4 6 6 O a O 0 C O O 6 d d d 0 0 0 4 CD 0 4 d b 0 6 o O d o ASCE 7 SECTION 11.4. GeneraI Spectrum # -1 Q N 413 •--i u} R 06 N IpN GG CO CO. 04 CO 08 CO C4 00 ob 86 l!5 CO Lfl N LI1 4D ir7 r'�7 t J N 111 L ret n 117 tti n W GO CO o d r1-I %1 L'V N N tV N n! N r'i nl rV r•1 N r-L O CO 00 N n L.O. m N •"'1 6 o o 6 4 O ,--L r 1 s I rl r T e 1 , I .4 r1 ri , 1 ri .-L r-i + 1 -i rl .-i O 4 C7 a 66.666 41. 0 0 O d Q Ca O G r O i0 0 O C7 0 0 O 0p 0 0 0 0 o Q O r Q O O r1 6 Q O O 6 O O r-L 7-1N L l rY ,.i ri rY r+ N NY Lf� L,1 ip CO 0) Ol O O O p O O 6 C E d o L; 0 0 6 .o O G 4 6 o O a O G o o O 6 o r-L ri r.i rri d' cri SITE SPECIFIC SPECTRA Lit Q LA r- r1 r4 *.• r4 00 64 CO :/.J ,50 ret CL7 Cr, .4 04 03 GO XI 1h Cd +-1 G7 Cr! t, , C1 cr. Gw 60 Lt1 L(., 41,Iti r`' S i 01 Lp I"- n0 flee 71 C+! G! G1 CD T en Oi al C4 r. 1l m TM ' p o 0 a a 0 0 fl co 66 b 6 a 0 0 0 6 6i ci_ Deterministic .7 CO Crf rn r 4 CO CI tk ri r- m (1 CO L „ l LP '7 LID. rA •--I CO ,-t rY L9 O d c r-1 W:, N ,a 03 o0 m3 4a a1 r. W , 1 ,i sD rr tr., 1ti r. r- co co C9 O O ,-1 N ru en V vt Tr N -1 Co Liz tin p O O O 4 ra r-L .1 .4 .-a r-i ,-i .--F .1 t-i -i .1 ,Ji ,1 o Li o O R 4i m m N CO d - rr i* m W :a � ' 1#r /.G6nI --1 i•J i 0 CI-131 ,-F 50 '4 ry N m - C. tT 1,1 i 1 C M1 CO CG o ` + 4 6 C} o O ++ .--i .--i +-1 +-1 *'i r ,-t .1 r t -.4 .4 6 Q Q sly 61 Q 0 0 d N rti 4 .n Lk r+t m L1 ' W} 4.L] a' 49. ++ F70 d 1 O i- cn.-,--I F-- Y1 co DO c.5 L.D �1 O d5 r 4 a0 L ri l 4 rn lit CO LT ci tti. r-I N f'4 .4 1 Lf1 10 C9 94 t' r- if} LA fN ,'1 CO u1 r11 6 d O o •-i .-i ,-i r-F r1 r-i ,-i .--1 ,--F O i O 4 O rO.l d LOo CC a01 O M 0 0 0 0 tOo p 0 0 clog 6 Q C o 6 O G si ri r F N M Lfj LU O r.F q O Q 6 Q O o o O C O o 0 0 O b O Q Q ,-i ri nl Fri v ui &SCE 7-1,6 Section 21.4 O0 cm 63 CO ■.n to cro ▪ oCi m 1r .-i cr r - cO Project No; 544-16132 O 0 • Risk Categories i, IL, QF 111 --- Probabilistic MCE 8 44 =a— Site-Speoi1Ic MCE Pesi nRespoflie5pearwn E E 61 c 9/ ury ri c td _y m 4 CD r1 .r (2) uapemownid Project ND: 544-16132 0 8 Period ;seconds) CITY OF LA QUINTA FIRST CODE COMPLIANCE REVIEW Sraf di n Engincerins September 22, 2020 CITY OF LA QUINTA - FIRST REVIEW Permit No: BRES2020-0218 Interwest No.: 202006E30 Non -Structural: 2_5-hours Structural: 5.0-hours City of La Quanta Building Department 78-495 Calle Tampico La Qilinta, CA 92253 Plan Review: Address: Residential — New single Family Residence 81325 Columbus Way iNTERWEST Interwest Consulting Group has completed a first code compliance review of the following documents on behalf of the City of La Quanta: 1. Drawings: Electronic copies of following; a. GN1 through A9.2 dated 9.4,2.020 by Hayer Architecture. b. 51 through HFX3 dated 9.4.2020 by Delta Engineering, M1 through M6 dated 9.8.20 by Breeze Air Conditioning LLC. d. PLO through P1.4 dated 7_12.20 by J❑ Mechanical. e_ El through E7 dated 9,4.2020 by Hayer Architecture, f. L0.0 through L4.0 dated 7,20.2020 by GDG_ 2. Structural Calculations: Electronic dated 2020 by Delta Engineering. 3. Energy Compliance Documentation: Electronic dated 7.30,2020 by Butch White_ 4. Geotechnical Investigation; dated 1.28.2005 by Sladden Engineering. Geotechnical report update dated 6,30. 2020 The 2019 California Residential Code, 2019 California Building Code (structural engineering design provisions onlyj, 2019 California Mechanical Code, 2019 California Plumbing Code, 2019 California Electrical Code, 2019 California Green Bullding Standards Code, and 2019 California Energy Code were used as the basis of this review. Plan review comments follow on the attached list. Prase submit an itemized response letter and complete and revised documents with directly to city of La Quanta Building and Safety Department. )¢3. Hawen Awe I Suite 2 ORCarla, CA 91761 9D9_295-3142 New Single Family Residence City afLa Quints - First f eview 81325 Columbus Interwest Project Na, 202ao61C30 S/22/20 Pe{mlt.1 pp. 5RE52020-WIe Page2of7 Sincerely, INT€RWEST CONSULTING GROUP Charles Nganga, PE Structural Adrienne Peterson, CPE Non-Structurar 1NTEET Ne w Slag/ Family Residence 61325 colirnbr s 9/20 PROJECT DATA; [rty.ofto Quanta •First Review lnterwest Project No. 202006630 PErmltApp; BRF52020-0213 Rage 3of Occupancy Group(s); 11-3/1I Sprinkled: Yes Type{s} of Construction: V-B Risk Categom li Stories/lteight: 1fN1 Seismic Design Category: 0 Building Area: 16,365 Valuation; Occupant Load: c10 GENERAL COMMENTS: G. The following plan review documents are based on the City of La Quinta Building Regulations. The following comments reference the 2019 California Building Standards Code as amended by the authority having jurisdiction unless otherwise noted. 62. Please respond In writing to each plan review comment by marking this comrnent list or creating a response letter. Indicate which detail, specification, or calculation shows the requested information. At minimum, the following should be included with each plant review response: • Page / shut number(s), detail / specification number(s), 8tc., and include all applicable code section(s). • Briefly explain in writing how the design is intended to comply with the applicable code sections. • Please provide a narrative of revisions made outside the plan review comments. Complete and clear responses will expedite the re -check of this project. 63. Please be sure to include on the re -submittal the architect's and /or engineer's stamp, signature, date of signature, and registration number on all sheets of plans depicting structural designed elements and cover sheets of calculations. CEPC 5526.1 and 6735. INTERWEST New $[ii le Family Residence City of La Q�rinta �fSF Review 81375 Colurrr6crs troterwest Project Na. 2O2O06630 J22/20 r'ermit App. BRES202D-0218 Page 4of? PLAN REVIEW CO M1:hfT5: BUILDING AND LIFE SAFETY: [Adrienne Peterson; apetersonCinterestgrp.com; 951,32.42721 Al, Drawing T1, A. The construction documents shall be prepared, stamped, signed and dated by a California Registered Engineer or Architect. (R106.1 CRC) B. Please include the City of La Quiinta to the applicable codes. C. Applications for which no permit Ts issued within 180 days following the date of application shall automatically expire. (R105.3.2 CRC) Note on plans. D. Every permit issued shall become invalid unless work authorized is commenced within 180 days after its issuance or if the work authorized is suspended or abandoned for a period of 180 days. A successful inspection must be obtained within 180 days. Note on plans. (R105.5 CRC) A2. Drawing A1.0: A. Please show the distance from the structure to the property line on the site plan, B. Lots shall be graded to drain surface water away from foundation walls. The grade shall fall a minimum of 6 inches within the first 10 feet. (R401.3 CRC) Please note on the plans. A3. Drawings A1.2 and A1.3: A. Please show the stud sizing and spacing on the wall legend. 8. Please provide the [CC ESR report number for the stone veneer at the garage, C Garage floors shall be of noncombustible material. The area of the floor used for parking of vehicles shall be sloped to drain toward the main vehicle entry door. (R309.1 CRC) D. Automatic garage door openers, if provided, shall be listed and labeled in accordance with LIL325. (R309.4 CRC) A4. Drawing A1.5: A, For roof covering specify: (CRC R902, #i905) M a nufactu rer and I Cc/U L/F lM number. 2_ Note on plan that installation shall be in accordance with manufacturer's specifications. INTEf E T Nerr Single Para+ly Residence City of La Qerirrta - First Review 81325 Columbus lnterwest Project No, 20200643 9122120 Perm/ Mpg BRES2020-8218 Page 5of7 A5. Drawing A2.1: A. Buildings shall have approved address identification that is legible and placed in a position that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Letters shall not be spelled out. Each character shall he not less than 4 inches in height with a stroke width of not less than 1A inch. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. I3391.1 CRC) B. Provide exterior wall water resistive barrier notes and details_ One layer of No. 15 asphalt fait, complying with ASTM D 226 for Type 1 felt, or other approved water -resistive barrier, is required for the exterior. Such material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2" and where ioints occur, the material shall be lapped not less than 6 inches. Where applied over wood based sheathing, a performance at least equivalent to two layers of Grade D paper is required. CR703.2, R703.7.3 CRC) Show on plans. A5. drawing A4,2; A. Parapets shall meet the following requirements: (8302.2.3) Please note on the plans for all that applies. 1. Have the same fire -resistance rating as that required for the supporting wall or walls. 2. On any side adjacent to a roof surface, the parapet shall have noncombustible faces for the uppermost 18 inches, to include counterflashing and coping materials, 3, Where the roof slopes toward a parapet at slopes greater than 2:12, the parapet shall extend to the same height as any portion of the roof within a distance of 3 feet, and the height shall be not less than 30 inches. A6, Drawing 4.4: A. Handrails and guards shall be designed to resist a concentrated load of 200 pounds in accordance with Section 4_5.1_1 of ASCI= 7. (1607.81.1 CRC) Please note on plans. 1NTERWEST New 5ingfe Famify Residence CliyarLa Quints- Fast RI'nview 41115 Co}um1as Irrterwest Prole ctNo, 202006630 y720 Permit Apr BPESZCW-02.18 Poo 61717 Handrails shall be between 34" and 38" above the nosing of the treads- (R311.7.8.1 CRC) 1. Handrails (Type I) shall be at least 1.25" and not more than 2" outside diameter_ If handrail is not circular, it shall have a perimeter dimension of at least4" and not greater than 6.25" and a maximum cross -sectional dimension of 2.25"_ (R311.7.8.3 CRC) 2. Handrails (Type 11) with a perimeter greater than 6 le shall have a graspable finger recess area on both sides of the profile. Recesses shall begin within �f" from the tallest portion of the profile and be at least 5/16" deep within7/8" below the widest portion of the profile. This required depths hall continue for at least 3/8" to a level that is not less than 1 Y" below the tallest portion of the profile, The minimum width above the recess shall be 1 4" to 2 l"- (R311.7.8.3 CRC) ENERGY COMPLIANCE: [Adrienne Peterson; apeterson@Interwestgrp.corrr 951.322.4272] No comments. 09/22/2020 AP. CaIGREEN: [Adrienne Peterson; apeterson aPinterwes ra.com; 951.322.42721 CGi. CalGreen: A. Every newly constructed building or structure {3 stories or Tess, or one or two family dwelling or townhouse) must show compliance with 2016 CalGreen. Complete and print on plan the required mandatory measures forms_ STRUCTURAL: [Charles Nganga, PE; cnwangaC interwestgrp-corn;916.277.9043] 51. Provide a letterfrorn the Geotethnical Engineer stating that the drawings (Le. the foundation plan, the grading plan, arid all pertinent details) have been reviewed, and that the geotechnical report's recommendations are properly incorporated. Any exceptions noted by the Geotechnical Engineer are to be addressed prior to the resubmit-tel. 52. Sheet S-5. Clerestory Framing Plan A. Please clarify where the calculations for the H55 3x3 supporting L1RB6 are provided. B. Provide calculations for the cantilevered steel beams on line 2 and line 3 (Supported on iine B). Also, for the beam on line B supported on Tine 2, S3. Sheet 5-4, Roof Framing Plan. A. Please provide straps to tie all parts of the structure together to provide continuity at all breaks in coI eetors/chords per ALL 1-16 § 12.1.3, iu Cie tfiaphrdgiTl LhuriLi with axial 1ud to the prhriary INTER E T New Single Fani vResidence one permta • First Review 82325 Columbus lnterwest Project No. 2(22006630 5/ 2/20 PerrnitApv BRESX20-021e Page 7 of7 structure per ASCE 7-16 5 12.1.4 and to reinforce the edges of diaphragm openings per ASCE 7-16 § 12.10.1. Straps are required at the locations marked on the plans (red lines). 54_ Sheet SDI through SD1.2. Retaining wall drawings, A. Please specify the hook development length of the dowels into the foundations. Provide calculations. S. Sheet SD1.4. A. Detail 1. Please provide calculations for the cantilevered HSS stair treads. Also, provide calculations forthe anchorage at the wail. E. Detail 1. Amend the design calculations for the stairs to consider load combinations that include moments on the wall due to live loads at the stairs from the cantilevered treads. 56. Geotechnical recommendations: Please amend the seismic parameter recommendations to coordinate with the requirements in ASCE 7-16 (new requirements). The requirements state that where Site Class D (default) is used as the site class per Section 11.4.3, the value of Fa shall not be Tess than 1.2 as specified in ASCE 7.16 § 11.4_4 & 2019 CBC 1613.2.3. Currently, it appear that the proposed value for SD5 corresponds to Fa = 1. If site class D is being used as a default, please amend the seismic design parameters to use an Fa = 1.2. However, if the site class D designation is based on testing, then please provide the testing data. If the geotechnieal engineer has performed the any of the applicable so91 testing per ASCE 7.16 Table 20.3-1 (i.e. Average Shear Wave Velocity, Average Field Standard Penetration Resistance, Average Undrained Shear Strength), site classification of D-Stiff Sail may be used, if appropriate. otherwise, site class D (Default) is required to he used. Please contact the listed reviewers between 9:00 A.M. and 4:00 P.M., M-1, with any questions. [ENDI INTEPWE T