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Polo Villas (formerly The Orchards) TR 34279P.O. BOX 1504 APPLICATION ONLY Building 78-495 CALLE TAMPICO Address QUINTA, CALIFORNIA 92253 Owner 9� Jd"��ty j �� BUILDING: TYPE CONST. OCC. GRP. Mailing f� "i Address � SC/ I41C, l J �0' A.P. Number City, Zip Tel. Legal Description OD to Contractor Project Description Address 00 E - e City Ilzip I Tel. 7 1AA1v2 L22- State Lic. City S . Ft. No. No. Dw. & Classif. Lic. # Siz Stories Units Arch., Eng f NewV. Add ❑ Alter ❑ Repair ❑ Demolition ❑ Designer `4yW�� J Address _ T . Zip I State 2-D-u Lic. # y LICELNSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION Estimated Valuation I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5, Business and Professions Code: Any city or county which requires a permit to construct, alter, improve,demolish, orrepairanystructure, prior toits issuance also requires the applicant for PERMIT AMOUNT such permit to file a signed statement that he is licensed pursuant to the provisions of the Contrac- tor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that he is exempt therefrom, and the basis for the alleged exemption. Any Plan Chk. Dep. 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). Plan Chk, Bal. 01, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Profes- COnst. sions Code: The Contractor's License Law does not apply to an owner of properly who builds or improves thereon and who does such work himself or through his own employees, provided that Mech. such 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 he did Electrical not build or improve for the purpose of sale). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the Plumbing project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply S. M.I. to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law) Grading OI am exempt under Sec. B. & P.C. for this reason Driveway Enc. Date Owner Infrastructure WORKER'S COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM TOTAL �.•-+� WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100). valuation CONTACT INFORMATION or less). I certify that in the performance of the work for which this permit is issued, I shall not employ NAME: any person in any manner so as to become subject to Workers' Compensation Laws of California. PHONE: Date Owner NOTICE TO APPLICANT If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. ZONE: BY: Minimum Setback Distances: CONSTRUCTION LENDING AGENCY Front Setback from Center Line I hereby affirm that there is a construction lending agency for the performance of the work for Rear Setback from Rear Prop. Line which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Side Street Setback from Center Line Lender's Address This is a buildingSide Setback from Property Line permit when properly filled out, signed and validated, and is subject to p y expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. FINAL DATE INSPECTOR 1 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 the above -mentioned property for inspection purposes. Issued by: Date Permit Signature of applicant Date Mailing Address Validated by: City, State, Zip Validation: WHITE = BUILDING DEPARTMENT YELLOW = APPLICANT PINK = FINANCE _ r / P.O. BOX 1504 Building 78-495 CALLE TAMPICO Address ✓✓ LA QUINTA, CALIFORNIA 92253 Address S7570 ress l -- 0- t Jd_ ty - zipIr Tel BUILDING: TYPE CONST. A.P. Number Legal Description Project Description State Lic. I I city -Yy I Sq. & Classif. L`ic. # -- Izi- Arch., Engr., Designer Address _ _I — ITel. tic. # `3�£ LleENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License law for the following reason: (Sec. 7031.51 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contrac- tor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that he is exempt therefrom, and the basis for the alleged exemption. 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). ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such 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 he did not build or improve for the purpose of sale). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) O 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKER'S COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less). I certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT.. If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name } Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I 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 the above -mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip APPLICATION ONLY OCC. GRP. No. % No. Dw. Stories Units New V Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. . Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL CONTACT INFORMATION NAME: (. PHONE: ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: c.. WHITE = BUILDING DEPARTMENT Validation: I YELLOW = APPLICANT PINK = FINANCE is " 121 PREFONTAINE PL. SOUTH SEATTLE, WA 98104 CHRIS PARDO DESIGN , ELEMENTAL ARCHITECTURE July 13, 2015 City of La Quinta Department of Building and Safety 78-495 Calle Tampico La Quinta, Ca 92253 Attn: Mr. Burt Hanada RE: Plan Check #14-642/643 VE Adjustment Narrative The Orchards Residential Development 52-251 Madison Street La Quinta, California Mr. Hanada, 1555 S. PALM CANYON DR D202 PALMS SPRINGS, CA 92264 Per your recommendation, I am providing the following narrative to outline the development and adjustments made to the above referenced project. In summary the project was reviewed and approved by La Quinta's Planning and Building Departments. Then due to Coachella Valley Water District's (CVWVD) involvement, a 20 foot easement was required at the irrigation line on the Northern edge of the property. That easement impacted the layout of the five bedroom residences on Lots 6 and 7 of the development and put the project's permitting process on hold. During the resolution of the easement, the designs of those two impacted residences were adjusted, submitted to Planning and approved as a result of maintaining the previous accepted design intent. Also, during that time frame, extensions were requested to the permit process and granted, contingent on review and approval of new Energy Calculations complying with the 2013 California Energy Code, by the City of La Quinta's Building and Safety Department. With progress delayed, the project as a whole was reviewed for construction means and methods. It was determined that a number of value engineering measures be put into place for all eleven residences. Those adjustments include: the roof framing systems altered from wood joist and beam construction to manufactured wood trusses, thermal roof insulation will now be located in the attic space along with HVAC ductwork, originally proposed underground. These adjustments have been structurally engineered, considered in the revised Energy Calculations and coordinated throughout the submittal documents. The exterior design character and materials remain as previously approved. The adjustments outlined above will help reduce costs, without compromising quality and allow efficiencies to regain some of the time lost during the CVWD easement resolution:, At this time, we are requesting that the project and accompanying submittal, be reviewed by the City under the original plan check. We appreciate your consideration in this matter. Please, don't hesitate to contact me should you require additional information. Sincerely, La nrnayl n Elech a ure (760)449-7604 larry c-�elementalarchitecture.com Copy: Skip Page, Paul Clemente, Rich Meany, Anthony Monaco, Steve Turley and Chris Pardo Page 1 of 1 1520 11TH AVENUE STE G Seattle WA 98122 CHRIS PARDO DESIGN ELEMENTAL ARCHITECTURE February 13, 2015 City of La Quinta Department of Building and Safety 78-495 Calle Tampico La Quinta, Ca 92253 Attn: Mr. Burt Hanada RE: Plan Check #14-642/643 Plan Review Extension #2 Request The Orchards Residential Development 51-251 Madison Street La Quinta, California Mr. Hanada, 700 E. TAHQUITZ CANYON STE A PALMS SPRINGS, CA 92262 RECEIVED MAY 042015 CITY OF LA QUINTA COMMUNITY DEVELOPMENT As we discussed, you are in receipt of our previous request for the extension of the building permit process for the above referenced project. On about 08.20.14 we were notified that the Project was approved for permit, contingent on addressing some administrative issues and gaining approval from the Planning Department. The original extension request was made on 10.07.14, due to a large irrigation pipe, which required an easement to address Coachella Valley Water District's (CVWD) concern over access to that irrigation line. That extension was granted by the City of La Quinta to allow permits to be pulled until 02.22.15. ` As of today; the building permits for the houses remain approved in the City and we understand all of the Site and Easement issues have been resolved, but the Tract Map still requires City Council approval. At this time, we are requesting the project be granted another extension to its review period and permitting process, due to circumstances outside of our control. We feel we have pursued the Permit in good faith as described in 2013 CBC paragraph 105.3.2 and would like a second time extension granted to resolve this remaining issue. We understand that your approval of this extension and our use of it will require; New Energy Calculations complying with the 2013 California Energy Code, submitted to and approved by the City of La Quinta's Building and Safety Department. We appreciate your consideration in this matter. Please, don't hesitate to contact me should you require additional information Sincerely, La r Whyma Ele ntal Arc ' cture (760)449-7604 larrv(@elementalarchitecture.com Copy: Skip Page, Paul Clemente, Rich Meany, Anthony Monaco, Jim Schmitt, Tom Doczi, and Chris Pardo Page 1 of 1 45090 Golf Center Parkway, Suite F, Indio, CA 97201 (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778 January 31, 2014 Goldenvoice, Inc. c/o Coachella Valley Engineers 77933 Las Montanas Road, Suite 101 Palm Desert, California 92211 Project: "The Orchard" Residential Development Tract Map 34279 SWC Avenue 51 & Madison Street La Quinta, California Subject: Geotechnical Update Project No. 544-14023 14-01-042 1N]WdOTIA? l A>i..INnwwo:) d1NIl b `dl _�O kLD 5�oz inr Y 'f Ref: Geotechnical Investigation report prepared by Sladden Engineering dated April 15, 2002; Project No. 544-1497, Report No. 02-04-224 Report of Observations and Testing During Rough Grading report prepared by Sladden Engineering dated July 21, 2005; Project No. 522-1497, Report No. 04-09-662 As requested, we have reviewed the above referenced Geotechnical Investigation report and Report of Observation and Testing During Grading as they relate to the design and construction of the proposed residential development. The project site is located southwest corner of Avenue 51 and Madison Street in the City of La Quinta; California. It is our understanding that the proposed residences will be of relatively lightweight wood -frame structures supported by conventional shallow spread footings and concrete slabs on grade. The subject lots were previously graded during the rough grading of the project site. The rough grading included over -excavation and recompaction of the building pads. The rough grading is summarized in the referenced Report of Observations and Testing During Rough Grading along with compaction test results. , Because the lots have been previously rough graded, the remedial grading required at this time should be minimal provided that the new buildings fall within the previously established building envelopes. The previously . graded building pads should be cleared of surface vegetation, scarified and moisture 'conditioned prior to precise grading. The exposed surface should be compacted to a minimum of 90 percent relative compaction is attained prior to fill placement. Any fill material should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. f Slardden Engineering t 3 January 31, 2014 ' -2- Project No. 544-14023 14-01-042 Any'new building areas that extend beyond the previously graded building pads should be over - excavated to a depth of at least 3 feet below existing grade or 2 feet below the bottom of the footings, whichever is deeper. The soil exposed by over -excavation should be scarified, moisture conditioned and compacted to a minimum of 90 percent relative compaction. The previously removed soil and fill material may then be placed in thin lifts and compacted to at least 90 percent relative compaction. Over -excavation should be observed by a representative of Sladden Engineering and compaction should be verified by testing. The referenced reports include recommendations pertaining to the construction of residential structure foundations. Based upon our review of the referenced reports, it is our opinion that the structural values previously provided remain applicable for the design and construction of the proposed residential structure foundations. Conventional shallow spread footings should be bottomed into properly compacted fill material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad footings should be at least 2 feet wide. Continuous footings and isolated pad footings may be designed utilizing allowable bearing pressures 1500 psf and 1800 psf, respectively. The recommended allowable bearing pressures may be increased by one-third for wind and seismic loading. 'Lateral forces may be resisted by friction along the base of the foundations and passive resistance along the sides of the footings. A friction coefficient of 0.40 times the normal dead load forces is recommended for use in design. Passive resistance may be estimated using an equivalent fluid weight of 250 pcf. If used in combination with the passive resistance, the frictional resistance should be reduced by one third. The bearing soil is non -expansive and falls within the "very low" expansion category in accordance with 2013 California Building Code (CBC) classification criteria. Slab thickness and reinforcement should be determined by the structural engineer. We recommend a minimum floor slab thickness of 4.0 inches and minimum reinforcement of A3 bars at 24 inches on center in each direction. All slab reinforcement should be supported on concrete chairs to ensure that reinforcement is placed at slab mid -height. Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is So, generally described as stiff soil. The following presents additional coefficients and factors relevant to seismic mitigation for new construction based upon the 2013 California Building Code (CBC). . The seismic design category for a structure may be determined in accordance with Section 1613 - of the 2013 CBC or ASCE7. According to the 2013 CBC, Site Class D may be used to estimate design seismic loading for the proposed structures. The 2013 CBC Seismic Design Parameters are summarized on the following page Sladden Engineering January 31, 2014 -3- Project No. 544-14023 14-01-042 Risk Category (Table 1.5-1): 1/11/111 Site Class (Table 1613.3.2): D Ss (Figure 1613.3.1): 1.500g Si (Figure 1613.3.1): O:666g Fa (Table 1613.3.3(1)):1.0 Fv (Table 16135.3(2)):1.5 Sms (Equation 16-37 (Fa X Ss)): 1.500g Sml (Equation 16-38 (Fv X Si)): 0.998g SDS (Equation 16-39 12/3 X Sms)): 1.000g SD1 (Equation 16-40 (2/3 X Smi)): 0.666g Seismic Design Category: D If you have questions regarding this letter or the referenced reports, please contact the .undersigned. Respectfully submitted, SLADDEN ENGI RI G Brett L. Anderso B ANDERSON Principal Engineer No. C45389 rn m Exp. 9130114 m CIVIL SER/gvm ENGINEERING,\P s Q Copies: 4 / Addressee Slndden Engineering Job Site Owner's Na Number, Street, or PO I City, State, Postal G Owner's Phone Num Owner's E-Mail Addr Project Manager's Na Project Manager's Phone Num Project Manager's E-mail Addr Builder / Contrr, Number, Street or PO City, State, Postal ( Building Permit Number: Project Description: SFR Exempt: (Materials may contain hazardousDtes and are not subject to recycling provisions) istruction Debris Management Plan 9/30/2013 SW Corner - Madison St & 51 st Coachella Hold Co LLC 700 E Tahquitz Canyon Way #A Palm Springs, CA 92262 760-322-8880 rhm(cDnexusd.com Rich Meaney 760-322-8880 rhm(a)nexusd.com Wessman Development 555 S Sunrise Way, Suite 200 Palm Springs, CA 92264 Project Square Footage) 1,474 City Approval By Date of City Approval Materials To Be Discarded: Product Tons Trash 2.80 Not recyclable Asphalt 0.00 Recyclable Brick/Block 200.00 Recyclable Cardboard 0.49 Recyclable Commingled 0.00 Recyclable Concrete 175.00 Recyclable Drywall 0.09 Recyclable Donated / Reuse` 0.00 Recyclable 'Describe Items ?01, P FCF��FO co y17, op I ?p13 I /��F�F4�I�Tq t�PMFNT Product Masonry (broken) Plaster Scrap Metal Tile (floor) Tile (roof) Wood Landscape Debris Tons 0.00 Recyclable 0.29 Recyclable 0.00 Recyclable 0.25 Recyclable 0.25 Recyclable 3.69 Recyclable 35.00 Recyclable Totals: Rec cle Trash Projected Diversion: 415.1 2.8 99.31/6 I understand it is the property owner's responsibility to submit copies of weight tickets or receipts to the District Environmental Coordinator as these hauls occur. I hereby certify that completion, implementation and adherence of the Debris Management Plan (DMP) for the above named project shall guarantee that at least 50% of the jobsite waste is diverted from landfilling. The remaining material will be recycled or reused. I will divert, for recycling or re -use, remaining materials generated from the first day of the project through the completion of the project in accordance with this plan. This DMP is issued in the name of the property owner(s) and shall remain their property throughout the construction and/or demolition project. A contractor serving as agent of the owner may obtain a DMP for the owner. However, the DMP is still issued in the name of the property owner(s) and the owner retains legal responsibility for ensuring that the provisions of the DMP are adhered to. The property owner(s) and general contractor shall be kept informed of the diversion progress through bi-monthly reports. - uling, all refuse material from this project site must be taken to an approved recycler or transfer lo�i �26t3 Owner .Develope r 'ect Manager / Superintendant Date Construction Debris Managernent Plan _ -Summary of Requirements, As of January 1, 2011, The'G en•Building Standards Code (CALGreen) requires that the construction of most new structures inLthe.State of Califor 18 of the code in accordanlcee,with"Assembly Bill 939 requiring 1 ; be disposed of as trash atoFal`land,•fill sites and transfer statio a C projects under ,. a w , certain condKitions. H.�, �� ' •• ' • _ �ti O ,�,,. • ' The City of La Quinta is committed to the hig _ _ onserwng our precious natural, resou`f`ces and setting an ex. — :neraUons to come. Recy��ng�helps keep reusable resouri iNCO1� ' SW� iisposal costs &z " • `- - G�� OF IMPORTANT: Burrtec Waste & Recycling Services is the City's.franchise haulers. If you choose to self -haul any recyclables or •rash, you`must provide copies of all weight tickets•and/or receipts from 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 -haul weight tickets should be submitted to: Kenn Stevens, District Environmental Coordinator- ' kstevens@burrtecdesert:com, or faxed to (760) 340-0417,,6r mailed to: 41575 Eclectic Street, Palm Desert, Ca 92260. E-sGil Corporation In (Partnership with Government for Building Safety DATE: JULY 24, 2014 - ❑ APPLICANT _ 0 JURIS. JURISDICTION: LA QUINTA �; ❑ PLAN REVIEWER k ❑ FILE •:, , PLAN CHECK NO.: 14-642 & 643.-., SET:II,:.�� .� •PROJECT ADDRESS:. 5125�1''`MADISON STREET. PROJECT NAME: THE ORCHARDS (TWO -MODEL TRACT HOMES) ® The plans transmitted herewith. have been corrected where necessary and substantially comply with the jurisdiction's building codes. ' 0 The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck.- ❑ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ❑ The applicant's copy of the check list has been sent to: ® EsGil Corporation staff did not advise the applicant that the plan check has been completed. ❑ EsGil Corporation staff did. advise the applicant that the plan check has been completed: Person contacted: Telephone #: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person ® REMARKS: Eleven lots are under this permit: El By: ALI SADRE, S.E. Enclosures: EsGil Corporation, ❑ GA 0 EJ ❑ MB ❑ PC 7/18 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 ri