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13-1584 (SFD)- t, P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 T&f 4 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number: 13-00001584 Property Address: 78451 DEACON DR W APN: 770-210-016- - Application description: DWELLING - SINGLE FAMILY DETACHED Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 3.89377 Appli t' Architect or ngineer: Lic. No.: OOR SQUARE FOOT ------------------ LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I: am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business,and Professionals Code, and my License is in full force and effect. License Class: B LI se No.: 868030 Date: "Zo''� Contractor: , OwAcauilLDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from.the Contractor's State License Law for the following reason. (Sec: 7031.5;.Business and Professions Code: Any city or county that requires a permit to construct, alter; Improve, demolish, or repair anystructure, 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 Contractor's State License.Law (Chapter 94commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she -is exempt therefrom and the besis: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 (8500).: /x (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure isnot intended or offered for sale (Sec. 7044, Businessand Professions Code: The. Contractors' State License. Law does,not apply to,an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered forsale. If, however, the building, or improvement Is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of property, am exclusively contracting with licensed contractors to construct theproject.(Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who buildsorimproves thereon, and who contractsfor,the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ( _) I am exempt under Sec. , B'AP.C. for this reason . Date: Owner: CONSTRUCTION LENDING AGENCY' Thereby affirm under penalty of perjury that there is a construction, lending agency for `the performance of the work for which this permit is Issued (Sec. 3097, Civ, C.). Lender's Name: Lender's Address: LQPKRMIT Owner: SAM KAPUKCHYAN VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS: (760) 777-7153 Date: 5/20/14 Contractor: HOMEWORX INC 1294 PIEDMON7DRIVE I UPLAND, CA 91784 MAY �G 0 ��� (909)238-1253 4 J Lie. No.: 868030 C- OFIA—._ I WORKER'S COMPENSATION,DECL_ARA_TION I -hereby affirm under penalty of perjury one of the followingAeclarations: I have arid will maintain a certificate of consent to.self,-insure for workers' compensation, as'provided for by Section•3700 ofthe Labor Code; for the performance of the work for which this permit is issued, _ 1 haveand 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. My workers' compensation insurance carrier and policy number are: Carrier STATE FOND Policy Number 9052847 _ I certify that, in the performance of the work.for which this permit is issued, I shall not empioyany person in anymanner so as to become subject to the workers' compensation laws of California, and agree that, if 1 should become subject to the: workers' compensation provisions of Section 3700 of the Laboll fo fth co y with those provisions. Date: -r-20 —/Y Applicant: - WARNING: FAILURE TO SECURE WORKERS' CO PENSATION COVERAGE IS UNLAWFUL,.AND.SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES.AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS1($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. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to;the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person,upon whose behalf this application is made, each person at whose request and for whose benefit work is.performed under or pursuant to any permit°issued as a result ofthis 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 iesuence of this permit.. 2. Any permit issued as a result ohtnis.appiieation becomes null and void if work is not commenced within 180 days from date of issuance of such permit, orcessation of work, for 180 days will,subject permit to cenc_eilation:. 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 r of this county to enter upon the above-mentioned property f- inspectio !� rposea. f' -M-1 `Date:Signature (Applicant:or Agent(: - - f LQrsRMrr Application Number . . . . 13-00001584 Permit . . . BUILDING PERMIT Additional desc ADJUSTED TO 2013 FEE SCHEDULE Permit Fee . . . . 679.83 Plan Check Fee 1456.80 Issue Date Valuation . . . . 389377 Expiration Date 11/16/14 Qty Unit Charge Per Extension BASE FEE' 679.83 .00 3.52000 THOU BLDG 100,001-500,000 .00 Permit . . . ELECTRICAL 2013 Additional desc . . Permit Fee . . . . 226.65 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/16/14. Qty Unit Charge Per Extension 1.00 23.8300 LS ELEC FIXTURES, FIRST 20 23.83 1.00 23.8300 EA ELEC SERVICES 23.83 1.00 23.8300 EA ELEC TEMP POWER POLES 23.83 1..00 143.0000 LS ELEC NEW RES, FIRST 1 KSF 143.00 1.00 ----------------------------------------------------------------------------- 12.1600 EA ELEC NEW RES, ADD'L 1 KSF 12.16 Permit . . . MECHANICAL 2013_ Additional desc . Permit Fee . . . . 464.78 Plan Check Fee .00 Issue Date Valuation . . . . 0 Expiration Date 11/16/14 Qty Unit Charge Per Extension 5.00 35.7500 EA MECH FURNACE 178.75 5.0.0 35:7500 EA MECH CONDENSER/COMP 178.75 8.00 11.9200 EA MECH VENT FAN 95.36 1.00 11.9200 EA MECH EXHAUST HOOD 11.92 Permit . . . PLUMBING_ 2013 Additional desc . . Permit Fee . . . . 393.35 Plan Check Fee .00 Issue Date . . Valuation . . . . 0 Expiration Date 11/16/14 Qty Unit Charge Per Extension 27.00 11.9200 EA PLBG FIXTURE/TRAP 321.84 1.00 11..9200 EA PLBG BUILDING SEWER 11.92 Application Number . . . . . 13-00001584 Permit . . . . . . PLUMBING 2013 Qty Unit Charge Per Extension 2.00 11.9200 EA PLBG ROOF DRAIN 23.84 1.00 35.7500 LS PLBG GAS SYS, 5+ OUTLETS 35.75 ----------- ------- - - - -- --------------------------- Special Notes and Comments NEW SFD 4430 SQ. FT. WITH 777 COVERED PATIO AND 637 SQ. FT. GARAGE. HOME IS FIRE SPRINKLED PER 2010 CRC CODES. THIS PERMIT DOES NOT INCLUDE POOL , SPA, BLOCKWALLS, FIRE -PIT, BBQ, OR DRIVEWAY APPROACH. January 6, 2014 12:45:47 PM jjohnson. BUILDING PERMIT MANUALLY ADJUSTED TO 2013 FEE SCHEDULE DUE TO DEPOSIT FEE BEING TAKEN INCORRECTLY AT SUBMITTAL. February 10, 2014 .1Oc46:33 AM AORTEGA --------------------------------------------------------------- Other Fees . . . . . . . ART IN PUBLIC PLACES -RES 473.44 BLDG STDS ADMIN (SB1473) 16.00 DIF COMMUNITY CENTERS -RES 129.00 DIF CIVIC CENTER.- RES 942.00 DIF FIRE PROTECTION -RES 433.00 DIF LIBRARIES - RES 344.00 MULTI -SPECIES (MSHCP) PEE 1278.00 PLAN CHECK, ELECTRICAL 104.63 DIF PARK MAINT FAC - RES 40.00 PLAN CHECK, MECHANICAL 281.23 PLAN CHECK, SFD GRADING 143.00 PLAN CHECK, PLUMBING 395.73 DIF PARKS/REC - RES 2.048.00 STRONG MOTION ('SMI) - RES 38.94 TUMF: RESIDENTIAL_ 1837.44 DIF STREET MAINT FAC -RES 116.00 DIF TRANSPORTATION - RES 2842.00 Fee summary Charged Paid Credited ----------------- Due ---------------------------------------- Permit Fee Total 1764.61 .00 .00 1764.61 Plan Check Total 1456.80 1000.00 .00 456.80 Other Fee Total 11462.41 .00 .0.0 114.62.41 Grand Total 14683.82 1000.00 .00. 13683.82 I.QPKRMIT 13-1s-94TWT 4 4 Q" PO. BOX 1504 APPLICATION ONLY 495 CALE TAMPI>I 'uL�AQUINTA, CALIFORNIA 92 253 Address TJ0I r} 4 - Izip4_rc�/�S_ A(P JW -*111 & Classif. I Lic. # Designer t' Ip btate uD. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that'I em licensed under provisions of Chapter 9 (commencing with Section'7000) of Division 3 of the Busines&and Professions, Code, and my license is in full force:and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm thatfam exempt from the ¢oMractor's License Law for the following reason: (Sec. 7031.5, Business errd Pro/esslons Code: Airy city orcountywhlch requires a pemri(to conshucti atter, improve, demolish, oirepeirarrystructure„priorto Its issuance also requires the aappplicant for such permit ro file a signed statement that he is licensed pursuant to the provisions of the Contrac- for's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that he Isi exempt therefrom, and the basis for the alleged' exemption., Any violation of Section 7031:5 by arty applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars (5500). ❑ ',.as owner of ”p= 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 Proles- sions Code: The Contractor's License Law does not appty ro an owner o/property who builds or improves thereon and who does such work himseH or through his own employees, provided that such improvements are not intended or offered for sale. ll, however, the build nl g or improvement is so' wHhln one year o/completion, the owner builder will have Hre burden o/ 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 appty to an owner of property who builds or Improvesthereon, and who contracts for such projects with a contractors) licensed pursuant to the Contractor's License Law.) 111 am exempt under Sec. B. & P.C. for this reason Date Owner WORKER'S COMPENSATION DECLARATION I herebyy affirm that I have a certificate of consent to sett -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed'wilh the city. ❑ Certified copy is hereby4umished: CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed It the permit is for one hundred dollars(3100) 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 =with 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 pari[ 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 laves_ 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 WHITE = BUILDING DEPARTMENT BUILDING: TYPE CONST. OCC. GRP. LA A.P. Number —00 Legal Description Projgct.Description Sq. Ft. Q?0 No d No. Dw. Size Stories Units Ne Add ❑ Alter ❑ Repair ❑ Demolition.❑ Estimated Valuation 49L W A PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading A Driveway Enc. IJJ 11 Infrastructure TOTAL CONTACT INF RMATION NAME: t PHONE: IV���' __ll ZONE: BY: Minimum Setback Distances: Front Setback from CeqteJMV Rear Setback.fromp. Line Side Street Setbac end ne Side Setback from P arty L�e FINAL DATE INSPECUP _ Issued by: Date ' Permit Validated by: Validation: YELLOW = APPLICANT PINK = FINANCE At the present time, the Desert Sands Unified School District does not collect fees on.garages/carports, covered patiostwalkways, residential additions under 500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating orsanitation) or replacement mobile homes. It has been determined that the above-named owner is exempt from, paying school fees at this time due to the following reason: Addition of Sq. Ft. to New Construction EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to in the amount of $3.36 X 4,430 S.F. or $14,884.80 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project. may now be issued. Fees Paid By US Bank/Bill Biagianti. Check No. 5214501579 Bank Name/Recipient of Certificate Telephone Funding Residential BY Dr. Gary Rutherford Superintendent Fee collected /exem d by Es Lara Payment Recd $14,884.80 =mer/UndF Signature NOTICE: Pursuant'to Gov mm Code Section 66020(d)(1), this will serve to notify you that the 90 -day approval period imwhih you may prot est the fees or other payment identified above will`begin to run.from the date on which the building or installation permit for this project is issued, or from the date on which those•amounts are paid to the District(s) or to another public entity authorized to collect them on the DistrictCs) behalf, whichever is earlier. NOTICE: This Document NOT VALID without. embossed seal Embossed Original - Building Department Applicant Copy- Applicant/Receipt Copy - Accounting RECORDING REQUESTED BY: Lawyers 71de AND WHEN RECORDED MAIL TO: Sam Kapukchyan Order No.: 613692839 Escrow Noz FS365 A.P.N.: 770-210-016 2TRA 020-021 TRA 07.0-021 DOC # 2013-0251658 05/28/2013 03:34 PM Fees: $21.00 Page 1 of 3 Doc T Tax Paid Recorded in Official Records County of Riverside Larry W. Ward Assessor, County Clerk & Recorder "This document was electronically submitted to the County of Riverside for recording" Receipted'by: TVERBA SPACE ABOVE THIS LINE IS GRANT DEED THE UNDERSIGNED GRANTOR(S) DECLARE(S) DOCUMENTARY TRANSFER TAX IS $ 34Lp, 50 [ X ] 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 Qutnta FORA VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Richard T. Davis Jr., A Married Man as his Sole and Separate Property . hereby GRANT(S) to Samuel Kapukchyan, a married man as. his sole and separate property the following described real property in the County of Riverside, State of California See Exhibit "A" attached hereto and made a part -hereof. Common known as: Vacant Lot, La Quinta, CA 92253 Dated: May 2, 2013 STATE OF CALIFORNIA COUNTY OF On '? before me, ,Notary 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 hat. she/ they executed the same in his/her/ their authorized capacity (les), and 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 California that the foregoing paragraph is true and correct, )SS. 1av�u Richard T. avis Jr. rA YELENA OSADCHAYA Commission # 1966662 ' Notary Public - California i Los Angeles County > M Comm. Expires Aug 26, 2016 ~ WITNESS my. Lofficialseal. =- Signatu (This area for official notary seal) MAIL TAX ST MENTS AS DIRECTED ABOVE 1 i4 0 File No: 613692839 EXHIBIT "A„ THE LAND REFERRED TO HEREIN IS SITUATED IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, ,AND'IS DESCRIBED AS FOLLOWS: LOT 2 OF TRACT NO. 28611, IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 269, PAGES 12 TO 17, INCLUSIVE OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. ASSESSOR'S PARCEL NUMBER:. 770-210-016-2 CLTA Preliminary Report Form -'Modified (11-17-06) Page 3 i March 15, 2014 Mr. Samuel Kapukchyan 11676 Tuxford Street Sun Valley, CA 91352 RE: Lot 2, Tract 28611 at 78451 Deacon. Drive West Construction Documents #2 Dear Mr. Kapukchyan: This correspondence shall serve as notification from The Architectural Design Review Committee ("ADRC") that your revised Construction Document submittal was reviewed at the March 6, 2014 Meeting. The submittal was conditionally approved as a Construction Document submittal subject to the following comments being addressed prior to the request fol -Setback Observation at y our lot. Additional information regarding this submittal is listed below. 1. Per a conversation with Doug Andresen, the shutters will be updated to match the rendering view with the shutters overlapping the window openings. Wood or fiberglass shutters with integral color will be specified for installation with decorative hardware. 2. Per a conversation with Doug Andresen, the rear loggia arch shape and spring point will be revised. to comply with the comments and sketch previously provided by the committee.. 3. Per a conversation with Doug Andresen, all water heater specifications, as well as mounting heights, will be indicated on his revised submittal. 4. Per a conversation with Doug Andresen, the adjacent side yard property wall is 5'-6" above pad. It is acceptable: for the new walls to match the existing wall heights. 5. Medium seeded glass will be specified for all exterior mounted light fixtures with an "Edison" or other decorative type bulb. 6. The plant symbols proposed are not indicated at their mature plant sizes (ex. Pittosporum wheeler dwarf and Chilean Mesquite). - Please indicate mature plant sizes so the lot is not over .planted. This should be a cost savings during construction as well. 7.. All existing plant materials on the golf course and adjacent lots. should be indicated for review of transitional planting. 8. A lighting legend was provided with the landscape plans but the lighting plan did not indicate the locations for the light fixtures which is required. 9. A hardscape plan which, includes details, materials and finishes is required with your final construction documents. 10. Courtesy comment: The drip line irrigation system detailed on the irrigation plan may not be the most water efficient for the style of planting proposed. Typically point source irrigation is utilized except where annual color is installed. 11. All revised plans should include an updated date.stamp for file purposes. Now that your Construction Documents are approved by the ADRC, you MUST still comply with the other requirements of the Architectural and Landscape Guidelines for Tradition, and obtain any additional ADRC required approvals in writing as well as obtain any necessary City/County approvals. Also, to the extent that you wish to deviate from what was approved in any manner, ,you must re -submit and obtain further written approval to do so from the ADRC. To the extent that as -built conditions deviate from what was approved, in writing, by the ADRC, you may forfeit some or all of your Construction Compliance Deposit and. may have to remove or alter the unapproved improvement(s). Thank you in advance for your anticipated cooperation and adherence with the architectural approval and - construction processes for Tradition. You may contact Brook Marshall at 760-2,19-8057 or by email at DRCFacilitator@gmail.com with any questions regarding this submittal or when you have obtained a Building Permit and wish to schedule your Pre -Construction Meeting at the lot which is required prior to . the start of any construction or preparatory work. ARCHITECTURAL AND DESIGN REVIEW COMMITTEE Title: cc ADRC File Date: I Pursuant to Cal. Civil Code Section 1378, any rejection by the ADRC 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. f. Green tITY OF LA QUINTA - PUBLIC WORKS DEPARTMENT GREEN RECEIVED PUBLIC WORKS CLEARANCE FOR RELEASE OF BUILDING )PERMIT Form updated & effective 9/25/2009 Bd to the Building & NOT submit the Green Sheet (Public Works Clearance) Packet to the Public Wo ft* requirements listed below are complete. Incomplete applications or applications which cannot returned to applicant. ; Date: / A/W Develop$r Jt9l, y►n • 14 i Tract No. AlLe I V Tract Name: Lot No.(s),: :Z FEB 2 8 2014 Address(s): 7134 5 I beXLC.* % Phone Number:. Mm ) 3'S S — (e4 St The, following are the requirements for Public Works Clearance to authorize issuance of a building permit from the Building & Safety Department: X CUSTOM HOMES: PROVIDE ITEMS .#2, #3, #4, #5 & #7 BELOW 0 TRACT HOMES: PROVIDE ITEMS #1, #2, #3 & #5 BELOW y 0. COMMERCIAL BUILDINGS/OTHER: PROVIDE ITEMS #1, #2, #3,,#5 & #7 BELOW 0 WALLS, SIGNS, OTHER: PROVIDE ITEM #6 BELOW , , - . . . , 1. Attach Pad Elevation Certificates in. co'mpliande,' with the approved: design elevation for bui ing pad (maximum allowable deviation of +/- 0.1 foot). Pad Elevation Certificates must be current (within 6 months of current date). If .a precise grading plgn 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 licensed 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 information/grant deed showing proposed building locations are legal lots. 4. Complete the attached <1 acre per lot or infill projgct Fugitive, Dust.; Control project information form, PM10 plan & agreement or provide alternative & valid City approved PM10 plan set reference number or hard copy plan. PM 10 plans for commercial & residential developments (beyond 1 lot) are submitted separately with grading plans & are subject to additional requirements. A current PM 10 certification number is required. 5. Attach a copy of the rough or precise grading -plan to the Public Works Department showing building location(s) for pad elevation verification. 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;ptap (WQMP) exemption form, if applicable. PW approved building construction projects require either a WQMP or a completed{WQMP exemption form. Approved maps/plans may be viewed at the following link: http://www.la-4uinta.org/PlanCh6ak/m search.aspx I have reviewed and confirmed the requirements listed above as presented and find the improvements to be sufficiently complete for construction of the proposed buildings/structures/walls/signs on the subject lot(s). Pursuant to my findings, the above project may be released for building permit ,issuance. This section completed by City staff. 11 Recommended by: Date: S—/2-01/4 Public Works Distribution: Green Sheet to Building & Safety (. ) Green Sheet to Planning Department for approval for reason(s) as follow(s), please correct and T:\Checklists - Forms & ApplicetionsWorms &, Applications\GREEN SHEET cover & PM 10 less Wan 1 Acre Revised 10-02-12.doe City of La Quinta - PM 10 Fugitive Dust Control Project Information Construction Phase PM 10 Agreement (< 1 acre/lot or Infill Project) Project Contractor: r � 7 ",i f (check one), City of La Quinta - PM 10 Fugitive Dust Control Project Information Construction Phase PM 10 Agreement (< 1 acre/lot or Infill Project) Project Information Project Contractor: Project Phase 7 ",i f Project Information Project Contractor: Project Phase Project .Name: (check one), Project Tract/Lot Numbers: T 17r.11L (e 1A LOT �- Z ❑ Construction .0 Demolition Project Street Address:$i�{ ►� •Ga-C.0)A rivt LJ en -` r Total Acres in Active Anticipated Start Date: / 4 /_III Anticipated Completion Date: _/ 3 Construction (< 1 acre per Lot): PM10 Contact Information Please note: Dust control is required 24 hours a day, 7 days a week, regardless of construction status. Person listed below is responsible for dust control during business and non -business hours. Name: It VLV% Title: C-161AAer4 CM ln,� Company Name: IN d 1Me- Mailin Address: i t IL City, State, ZIP Code: V Q Primary Phone #• q6!q,— OA Fax #: 24 Hour Emergency �'l '.' 219- I X r 3 Phone#: Cell Phone #:!Root2 2--s-7A --s- Email Email Address: , 0.. + t V Gr% Z o 14. IN r, PM 10 Certificate #: I C U () — Q 0 �� """ The above stated property owner (or authorized representative): •:� Shall act as his/her acknowledgement of dust control 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. 4,i 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 all requirements of the approved dust control plan; `• Shall take all necessary precautions to minimize dust, even if additional measures beyond those listed in the dust control plan are necessary,; •:► Shall authorize representatives of City/County to enter the property for inspection and/or abatement purposes; ❖ Shall hold harmless the City/County and its representatives from liability for any actions related to this dust control plan or any my initiated abathment. activities. gnature of Property Owner or Authorized Representative Date CITY OF LA QUINTA - PUBLIC WORK'S DEPARTMENT GREEN SHEET PUBLIC WORKS CLEARANCE FOR RELEASE OF BUILDING PERMIT Form updated & effective 9/25/2009 Green Sheet approvals are forwarded to the Building & Safety" bepartment 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:_4 / 1 9 / 201 Developer: 6'e, Tract No.:2861 1 Tract Name: Tradition Lot No -(s): 2 01 Address(s): 78451 Deacon Drive West Phone Number: ( 909 2447861 The following are the requirements for Public Works Clearance to authorize issuance of a building permit from the Building & Safety Department: Q CUSTOM HOMES: PROVIDE ITEMS #2, #3, #4,. #5 & #7 BELOW �i( TRACT HOMES: PROVIDE ITEMS #1, #2, #3 & #5 BELOW ❑ COMMERCIAL BUILDINGS/OTHER: PROVIDE ITEMS #1, #2,. #3, #5 & #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 +/- 0.1 foot). Pad Elevation Certificates must 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 licensed 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 information/grant .deed showing proposed building locations are legal lots. 4.. Complete the attached <1 acre per lot or infill project Fugitive Dust Control project information form, PM10 plan & agreement or provide alternative & valid City approved PM10 plan set reference number or hard copy plan. PM 10 plans for commercial & residential developments (beyond 1 lot) are submitted separately with grading plans & are subject to additional requirements. A current PM10 certification number is required. 5. Attach a copy of the rough or precise grading plan to the Public Works Department showing building locations) for pad elevation verification. 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 WQMP exemption form. Approved maps/plans may be viewed at the following link: http://www.la-guinta.org/PlanCheck/m search.aspx I have reviewed and confirmed the requirements listed above as presented and find the improvements to be sufficiently complete, for construction of the proposed buildings/structures/Walls/signs on the sub'ect 4000. Pursuant tom find'tn s, the above T ` y g project may be released for building permit iss�(anc . �'' This section completed. by City staff. ' Recommended by: Date: T 13y1 i . )" M11 Public Works Distribution: ( —rGreen Sheet to Building &Safety ( ) Green Sheet to Planning Department APR ' -_ � � Declined for approval for reason(s) as follow(s), please correct and resubm31Qt4it: ,,,�, _ COMMUNITY DEVELOPMENT TAChecklists • Forms & Applications\Forms & ApplicationsWREEN SHEET cover & PM10 fess than 1 Acre Revised 1'0-02-12.doc City of La Quinta - PM10 Fugitive. Dust Control Project Information Construction Phase PM10 Agreement (< 1 acre/lot or Infill Project) Project Information Project Contractor: Project Phase (check one) Ek Construction 0 Demolition Project Name: Lot 2. Tradition CC Project Tract/Lot Numbers: Tract #28611 , Lot #2 Project Street Address: 78451 Deacon Drive West, La Quinta Total Acres in Active Construction (<1 acre per Lot): Anticipated Start Date: 05/'01 /14 Anticipated Completion Date: 02 /0"1 / 1.5 PM10 Contact Information Please note: Dust control is required 24 hours a day, 7 days a week, regardless of construction status. Person listed below is responsible for dust control during business and non -business hours. Name: Greg McCloud Title: Project Manager Company Name: Mailing Address: 1294 Piedmont Dr. Upland, Ca 91784 City, State, ZIP Code: Primary Phone #: Fax #: 24 Hour Emergency Phone#: Cell Phone #: Email Address: homeworxinc hot ail co PM10 Certificate #: CV -1402-000378-.42.5 The above stated Drooerty owner (or authorized reoresentative): �:• Shall act as his/her acknowledgement of dust control 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 complidn, oe with all requirements of the approved dust control plan; ❖ Shall take all necessary precautions to minimize dust, even if additional measures beyond those listed in the dust control plan are necessary; �r Shall authorize ,representatives .of City/County to enter the property for inspection and/or abatement purposes; ❖ Shall hold harmless the City/County and its representatives from liability for any actions related to this dust control plan or any Cit /County initiated abatement activities. Signature P pe y Owner or Authorized Representative 6a. , Cal. Land Engineering, Inc. dba Quartech Consultants Geotechnical, Environmental & Civil' Engineering June 14, 2013 Soil Exploration Company Inc. 7535 Jurupa Avenue, Unit C Riverside, California 92504 Attn: Mr. Gene Luu RE: LABORATORY -TEST RESULTSIREPORT Client: Anderson Arch.. Project: City of Laquinta. - Project No.: 1364-01 QCI Job No.: 13-183-04c Gentlemen: We have completed the testing program conducted on sample from the above project. The tests were performed in accordance with testing procedures as follows: TEST METHOD Sulfate CT- 417 Enclosed is Summary of Laboratory Test Results. We appreciate the opportunity to provide testing services to Soil Exploration Company Inc. Should you have any questions, please call the undersigned. Sincerely yours, Cal Land Engineering, Inc. (CLE) dba Quartech Consultants (QCI) '4� /-, Abe Kazemza Laboratory Manager Enclosure 576 E. Lambert Road, Brea, CA 92821; Tel: 714-671-1050; Fax: 71.4-671-1090 Cal Land Engineering, Inc. dba Quartech Consultants Geotechnical, Environmental, and Civil Engineering Soil Exploration Company Inc. 7535 Jurupa Avenue, Suite C Riverside, California 92504 Client: Anderson Arch. Project: City of Laquinta Project No.: 1364-01 (Sulfate) QCI Project No.: 13-183-06c Date: June 14, 2013 Summarized by: ABK 576 East Lambert Road, Brea, Califomia 92821; Tel: 714-671-1050; Fax: 714-671-1090 - —�—f '� z - L _ �a ''�—�, s 3y - a �i r r ! ..,- L ; r C .e :• F !' - l�' r . �.,• �if'i f - - f ,°�. 7 r.. �. '.4, S' •+',• . I l . 2 y _ 4 ." _' .7 «i� 14,X,9 - ( ,,st "t. -' 6.! , 1- -a F Il ni - r § C c- 'F. ^ n , z "'� 1 ..tit . - '6' f':. t 1. ;' t Y .h, A .J P �., L. �- _ ry " r i rc - & c a m "« I. 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CALCULATION NAME: Test Run Analysis FAULT_DATA_FILE NAME: CDMGFLTE..DAT SITE COORDINATES: SITE LATITUDE: 33.6737 SITE LONGITUDE_.: 116.2962 SEARCH RADIUS: 50 mi ATTENUATION RELATION 14) Campbell & Bozorgnia (1997 Rev.) - Alluvium UNCERTAINTY (M=Median, S=S-igma): S Number of Sigmas: 1.0 DISTANCE MEASURE: cdist SCOND: 0 Basement Depth: 5.00 km Campbell SSR: 0 Campbell SHR: 0 COMPUTE PEAK HORIZONTAL ACCELERATION FAULT -DATA FILE USED: CDMGFLTE.DAT. MINIMUM DEPTH VALUE (lair) 3.0 --------------- EQFAULT SUMMARY --------------- ----------------------------- DETERMINISTIC SITE PARAMETERS --------------------------- I JESTIMATED MAX.EARTHQUAKE-EVENT I APPROXIMATE I ------------------------------- ABBREVIATED q DISTANCE I MAXIMUM I PEAK JEST. SITE FAULT NAME 1 mi (km) IEARTHQUAKEI " SITE (INTENSITY I I MAG.(Mw) I ACCEL. g IMOD.MERC.. SAN ANDREAS - Coachella I 7.9( 12.7)1, 7.1 1 0.525 I X SAN ANDREAS - Southern 1 7.9( 12.7)1 7.4 1 0.587 1 X SAN JACINTO-ANZA 1 19.0( 30.5)1 7.:2 1 0.276 1 IX BURNT MTN. 1 19.4( 31.2)'1 6.4 1 0..157 1 VIII SAN JACINTO-COYOTE CREEK 1 19.4( 31.2)1 6.8 1 0.208 1 VIII SAN ANDREAS - San Bernardino I 20.3( 32.6)1 7.3 1 0.,277 1 IX EUREKA PEAK I 20.5( 33.0);1 6;.4 1 0.148 1 VIII PINTO MOUNTAIN 1 31.9( 51.3)1 7.0 1 0.143 1 VIII SAN JACINTO - BORREGO 1 33.3( 53.6)1 6.6 11 0.099 1 VII EMERSON So. - COPPER MTN., 1 3.4.1( 54.9)1 6.9 1 0..124 1 VII LANDERS 1 34.5( 55..6:)1 1.,3 1 0.164 1 VIII SAN JACINTO-SAN JACINTO VALLEY 1 36.0( 58.0)1 6,.9 1 0.117 1 VII PISGAH-BULLION MTN.-MESQUITE LK 1' 36..2( 58.3`)1 7..1 1 0.135 1 VIII EARTHQUAKE VALLEY 1 37.8( 60.80 6.,5 1 0.:077 1 VII NORTH FRONTAL,FAULT ZONE (East) 1 39.9( 64.2)1 6.7 I 0.088 1 VII BRAWLEY SEISMIC ZONE 1 40.8( 65.6)1 6.4 1 0.064 1 VI ELSINORE-JULIAN 1 4'1.3( 66.5)1 7.1 1; 0.117 j VII JOHNSON VALLEY (Northern) 1 45.4( 73.0)1 6.7 11 0.073 1 VII ELSINORE-TEMECULA 1 46.0( 74.1)) 6..8 1 0.078 1 VII CALICO - HIDALGO 1 47.3( 76.2)1 7.1 I 0.098 1 VII ELMORE RANCH 1 47.9( 77.1)1 6.6 1 0..062 1' VI ELSINORE-COYOTE MOUNTAIN 1 49.2( 79..1)1 6.8 1 0.072 1 VI -END OF SEARCH- 22 FAULTS FOUND WITHIN THE SPECIFIED SEARCH RADIUS. THE SAN ANDREAS - Coachella FAULT IS CLOSEST TO THE SITE. IT IS ABOUT 7.9 MILES (12.7 km) AWAY. LARGEST MAXIMUM -EARTHQUAKE SITE'ACCELERATION: 0.5866 g * * E Q F A U L T * * * Version 3.00 DETERMINISTIC ESTIMATION OF PEAK ACCELERATION FROM DIGITIZED FAULTS JOB NUMBER: 13.64-01 DATE: 05-30-2013 JOB NAME: Andressen Architecture, Inc. CALCULATION NAME: Test Run Analysis FAULT -DATA -FILENAME: CDMGFLTE.DAT SITE COORDINATES: SITE LATITUDE: 33.6737 SITE LONGITUDE: 116.2962 SEARCH RADIUS: 50 mi ATTENUATION RELATION: 14) Campbell & Bozorgnia (1997 Rev.) - Alluvium. UNCERTAINTY (M=Median, S=Sigma): M Number of Sigmas:: 0.0 DISTANCE MEASURE cdist SCOND: 0 Basement Depth: 5.00 km Campbell SSR: 0 Campbell SHR: 0 COMPUTE PEAK HORIZONTAL ACCELERATION FAULT -DATA FILE USED: CDMGFLTE.DAT MINIMUM DEPTH VALUE ( lad) : 3.0 -------------- EQFAULT SUMMARY SUMMARY DETERMINISTIC SITE PARAMETERS ----------------------------- I [ESTIMATED MAX. EARTHQUAKE EVENT APPROXIMATE I ------------------------------- ABBREVIATED I DISTANCE I MAXIMUM I PEAK JEST. SITE FAULT NAME I mi (Ian) JEARTHQUAKE1 SITE JINTENSITY I I MAG.(Mw) I ACCEL. g JMOD.MERC. SAN ANDREAS - Coachella 1 7.9( 12.7)1 7.1 1 0.355 1 IX SAN ANDREAS - Southern 1 7..9( 12.7)1 7..4 1 0..397 1 X SAN JACINTO-ANZA 1 19..,0( 30.5)1 7.2 1 0.183' 1 VIII BURNT MTN. 1 19.4( 31.2)1 6.4 I 0.0'95 1 VII SAN JACINTO-COYOTE CREEK 1 19.4( 31.2.)1 6.,8 1 0.132 1 VIII SAN ANDREAS - San Bernardino 1 20.3( 32..6)1 7.3 1 0.183 1 VIII EUREKA PEAK 1 20.5( 33,.0)1 6.4 1 0.0.89 I VII PINTO MOUNTAIN 1 31.9( 51.3)1 7.0 1 0.085 1 VII SAN JACINTO - BORREGO 1 33.3( 53.6);1 6.6 1 0.,057 1 VI EMERSON So. - COPPER MTN. 1 34.1(, 54..9)1 6.9 J 0.072 1 VI LANDERS I 34..5( 55.6)1 7.3 1 0.100 1 VII SAN JACINTO-SAN JACINTO VALLEY 1 36.0( 58.,0)1 6.9 1 0.0,67 1 VI PISGAH-BULLION MTN.-MESQUITE LK 1 36.2( 58.3)1 7.1 1 0.079 1 VII EARTHQUAKE VALLEY 1 37.8( 60.8)1 6.5 1 0.045 1 VI. NORTH FRONTAL FAULT.ZONE (East) I 39.:9(. 64.2)1 6.7 1 0.051 1 VI BRAWLEY SEISMIC ZONE 1 40.8( 65.6)1 6.4 1 0.037 1 V ELSINORE-JULIAN 1 41..3( 66.5)1 7.1 1 0.067 1 VI JOHNSON VALLEY (Northern) I 45..4( 73.0)1 6..7 1 '0.042 1 VI ELSI"NORE-T_EMECULA 1 46.0( 74.1)J 6.8 1 0,045 1 VI CALICO - HIDALGO 1 47.;3( 76.2)1 7.1 1 •0:057 1 VI ELMORE RANCH 1 47.9( 77.1)1 6.6 1 0.036 1 V ELSINORE-COYOTE MOUNTAIN 1 49.2( 79.1)1 6.8 J 0.041 1 V -END OF SEARCH- 22FAULTS FOUND WITHIN THE SPECIFIED SEARCH RADIUS. THE ,SAN ANDREAS -Coachella FAULT IS CLOSEST TO THE SITE,, IT IS ABOUT 7.9 MILES (12.7 km) AWAY. LARGEST MAXIMUM-EARTHQUAKM SITE ACCELERATION: 0.3972 g" M PROBABILITY OF EXCEEDANCE CAMP. & BOZ. (1997 Rev.) AL 1 25 ,yrs 50 yrs 0 0 100 .c 00-11.1 80 No0 70 -0 60 ca .-a a50 - 40 30 a) a) U 20 x w 10 9 0.00 0.25 0.50 0,75 1.00 1.25 1.50 Acceleration (g) 78451 Deacon Dr. West La Quinta, California Project No. 1364-01 June 17, 2013 2010 CBC -SEISMIC PARAMETERS Mapped Spectral Response Acceleration SS =-1.50 S, = 0:60 Site Coefficients (Class "D") Fa = 1.00 N =1.50 Maximum Considered Earthquake (MCE) SMs =1.500 SMI = 0.900 Spectral Response Acceleration Design Spectral Response Acceleration SDs = 1.000 Sol = 0.600 Parameters Seismic Design Category D References: • Earthquake.usgs.gov/research/hazmaps/design • 2010 California Building Code, California Code of Regulations, Title 24, Part 2, Volume 2 of2, Section 1613, Earthquake Loads Soil Exploration Co., Inc. _Y_ .7507"711v y,-yvM -:-".,. -1c, -1_1 7,,-.'r--,­T'­r­� �­�­, -T7-,A . �', I ­ . --I-n= - -­�-_-�; " -,--7, -;�-7 . , - k 7-�--, . - - , � , �, - ! ... or, T1. -, , , -0 - ., ., - 1.__�. - � � - - , , � 3,1 1 . - . , �,,� A ­'Wl , 1,,,'�'cy��,­ 1_1;111� 24.- - " I �,_�_ I . ., I , .. . 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Deacon Drive West La Quintta, California Project No. 1364-01 June 17, 2013 REFERENCES Envicom, Cove Communities Area, Seismic Hazards Map, Plate XA, Dated September 1976. m Envicom, Cove Communities Area, Safety Element Map, Plate XB, Dated September 1976. CDMG, Maps of Known Fault Near -Source Zones in California and Adjacent Portions of Nevada, Dated February 1998. Geologic Map of the Palm Desert & Coachella 15 Minute Quadrangles, Riverside County, California, By Thomas W. Dibblee, Jr. 2008 (DF-373). • Riverside County, TLMA GIS Liquefaction Map, Soil Exploration Co., Inc. Appendix A .--rT^•--�--'--.. , 1 _ a g a,:ic 4��rr. a:-i?y-...Fa W. 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I- c .•t j ^ ^ ri Wo", ,. 0: J a y- '{ r k.. t4 : 4 N t.YWu" 5 �r�T k v 1�1''•i'�.� 5 t tA, - e Mill p 1. �. 4`m nv 50 w -9 r+ ,� t r �k'a �1 1 � IF•'�+4 i.r � e" d' y ._4 t1y..i� b r j�ti M1a x I � s � simian f 's 'l� tl ! a .:' � Y' t a ,.�{.e. 4 � ,T MAJOR DIVISIONS SYMBOLS TYPICAL'NAMES U.S. Standard Grain Size in GW Sieve:Size Well•graded gravels orgravel-sand mixtures, little or no tunes m GRAVELS ABOVE 305 COBBLES 3" to 12' U) _ r'w GRAVEL GP :*: Poorly graded gravels or gravel -sand mbdures, little or no tines J " g (More than % of FINE W"to No. 4 19.1 to 4.76 SAND No. 4 to 200 4.76 to 0.074 COARSE No. 4 to 10 CAI coarse fraction > No. GM 2.00 to 0.420 FINE No. 40 to 200 Silty gravels, gravel-sand•sld mbdures O 4 sieve size) BELOW 0,074 ? v GC Clayey gravels, gravelsand-Gay min tures 0 SW Well1raded sands or gravely sands, little or no fines y SANDS o 000 oa a: t' SPooh poop o Poorly graded sands or gravelly sands, little or no fines 4 O m ' (More than % of V `o coarse fraction < No: SM Silly sands, sand -sad mixtures � -- 4 sieve size) SC Clayey sands, sand -lay mixtures Inorganic side and very fine sands, rock,flour, silty or clayey fine sands 'sib ML c : or clam with slight plasticity. U) N —r SILTS & CLAYS Inorganic days of low to,medium plasticity, gravelly clays, sandy clays, CL p z silty days, lean clays. v LL<50 W H OL Organic silts and organic silty clays of low plasticity. Z `om MH Inorganic sifts, caseous or diatonaceous fine sandyor•silty soils, elastic @ SILTS & CLAYS silts W r CH Inorganic days of medium to high plasticity, organic. silty Gays, organic z m sifts LL > 50 OH i y i Organic clays of medium to high plasticdy. organic sidyGays, organic i i ice, sifts HIGHLY Pt Peat and other.highly organic soils ORGANIC SOILS CLASSIFICATION CHART (UNIFIED SOIL CLASSIFICATION SYSTEM) 60 x c so z ao 30 y 20 10 CL 7 4 0 .-OM-EE®■PIAr M -.®.,EM® EMMOMENMEM 0 10 20 30 40 50 60 70 30 90 1 LT GRAIN SIZE CHART PLASTICITY CHART RANGE OF GRAIN SIZES CLASSIFICATION. U.S. Standard Grain Size in Classification In accordance with ASTM 02487 'D2488 Sieve:Size Millimeters BOULDER ABOVE 12" ABOVE 305 COBBLES 3" to 12' 305 to 76.2 GRAVEL 3` to No. 4 762 to 4.76 COARSE 3" TO %" 76.2 to 1;9.1 FINE W"to No. 4 19.1 to 4.76 SAND No. 4 to 200 4.76 to 0.074 COARSE No. 4 to 10 4.76 to 2.00 MEDIUM No. 10 to 40 2.00 to 0.420 FINE No. 40 to 200 0.420 to, 0.074 SILT & CLAY BELOW No. BELOW 0,074 60 x c so z ao 30 y 20 10 CL 7 4 0 .-OM-EE®■PIAr M -.®.,EM® EMMOMENMEM 0 10 20 30 40 50 60 70 30 90 1 LT GRAIN SIZE CHART PLASTICITY CHART NR No Recovery Classification In accordance with ASTM 02487 'D2488 Rinq Sam Ie Baq Sample Description and visual observation in accordance with ASTM All Sieve Sizes,shown are US Standard SPT Sample ir = Seepage SPT Refusal is; defined as one of the following: - 10 blows for'no apparent displacement 50 blows for less than 6 inches advancement 1.00 blows for 6 to 18'inches advancement. GEOTECHNICAL BORING LOGS Drill Hole No. 6-1 Date: June 10, 2013 Project No. 1364-01 Drilling -Company: WDI Type of PJg: B-61 Melp niamatar. A" nriva Wainht- 141 Ihs_ nrnn_ 30" Elevation: Existina Ground DEPTH. TYPE SAMPLE BLOWS DRY MOISTURE SOIL GEOTECHNICAL DESCRIPTION (feet) OF TEST PER DENSITY (%) CLASSIFICATION LOGGED BY: GL _ TEST 61NCH % uscs SAMPLED BY: GL 1 SM SILTY SAND: Light brown, fine to medium grained, slightly moist, medium dense 2 3 11/17/20 117.0 16.8 Moist 4 5 SANDY SILT: Grayish brown, moist, medium stiff, 6 716/12 121.5 11.6 ML micaceous 7 8 9 10 SILTY SAND: Light brown, fine to medium:grained, 11 3/W >< - - SM sightly moist, loose, micaceous 12 13 14 15 16 2r" - - Loose 17 18 19 20 21 3f4/4 - - Loose 22 23 24 25 Soil Exdloration Co.. Inc. GEOTECHNICAL BORING LOGS Drill Hole No. B -1 - Date: June 10, 2013 Drilling Company: WDI Hale Diameter: 8" Drive Weiaht: 140 Ibs. Dron: 30" Project No. 1364-01 Type of Rig: B-61 Elevation: FYistinn Gmund DEPTH TYPE SAMPLE BLOWS DRY MOISTURE SOIL: GEOTECHNICAL DESCRIPTION (feet) OF TEST PER DENSITY (%) CLASSIFICATION LOGGED BY: GL TEST 6 INCH Uses SAMPLED BY: GL 26 4/516 - - SM 27 ML SANDY SILT: Grayish brown, moist, medium stiff 28 29 30 31 5/5n - - Medium stiff 32 SP -SM SAND WITH -SILT: Light brown, fine to medium 33 grained, slightly moist, medium dense 34 35 38 3W - - Medium dense 37 38 39 40 41 s/s/5 - - Medium dense 42 43 44 45 46 7111112 Dry,medium dense. 47 48 TOTAL DEPTH = 50 FEET 49 NO GROUNDWATER 706 NO CAVING 50 BORING BACKFILLED Soil Exploration Co.. Inc. GEOTECHNICAL BORING LOGS Drill Hole No. B-2 Date: June 10, 2013 Project No. 1364-01 Drilling Company: WDI - Type of Rig: B-61 Hnlp niamatpr. R" nrivp Wainht- 14n Ihs nrnn-- 30" Flavafinn• FYiafinn ('Munn DEPTH TYPE SAMPLE BLOWS (feet) OF TEST PER TEST 61NCH DRY- DENSITY MOISTURE ('G) SOIL CLASSIFICATION USCS GEOTECHNICAL DESCRIPTION LOGGED'BY: GL SAMPLED BY- GL 1 SM SILTY SAND: Light brown, fine to medium grained, slightly moist, loose, micaceous 2 3 4!4/5 - 4 - Loose 5 6 6m4 - Medium dense 7 8. 9 10 11 314/3 >I - - Loose 12 13 14 15 16 V/4 - - Looses micaceous 17 18 19 20 21 3/3/4 - - Loose 22 23 Loose, micaceous TOTAL DEPTH = 25 FEET 24 NO GROUNDWATER 2d 414/5 _ _ NO CAVING 25 BORING BACKFILLED Soil Exploration Co.. Inc. t � fi �41 - t� s ! F, 7 r r u' T ..r R 5 3 ' '� 1 .A _ t S } T s �t I J s x 111 a} �S' ti AF F �;`* ! s ` w 3a £ F ii u 1 ` v rnE �a ` Y ll" �3Y `F air 4 43 JR `.K9 'xw-r< .t 9 H. ; a V f 74,lz t ! t f `' - K L� f J' 1 s , ti> v. 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' � # q . .fit. ..F . a bs „ t 3 _ c = e t t - } Al ry ` [;a . - ! a , lt3 k v 4 . - . 1 1 - - y 3 - ..>; F- F- ` a q - i u_ c . i A. — r -K_ 3 .t '- r ,�6D r, �, {, - S16• 'I,. y7� r 3_o- a A ,. 4 .may ,' - ti t i • - rRi may. n " t 'v F`_ - 1 , 4. - q ec _ Vi ,µ P { 3 s .. m r G r< h -ff'. >r'"" °-t $- r�� - a 1 ,,_ s �' ra - 'fi vs t '�I.s, S s !J t}'Y �' <. r x5 ,y , r k 4 } _ 'f _ - S 1' b5 �•� '� N 4 d ��J 'J _ t: t 1r F A '� l r1 ; yy+ n t , - , - t k w - - > r -: q T'Z r .. 1,.z• ,, ,.I��u 5,.,4-,e ,,c s "F -•e l�,l �_h`r' ',!o w -,'K '3^ -• 4i^' ) ?r Yp P F .n 7845:1 Dfacon Drive West Cii Quinta, California Proposed Development Project No. 1364-01 June 17, 2013 We understand that the site will be developed for a single family residence. 'The structure will be wood frame construction with concrete floor slabs supported on prepared subgrade. A grading plan is not yet available, however based on the flat topography of the site, modest cut or fill grading is anticipated and no significant cut or fill slopes will be proposed. Field Work Two exploratory borings were drilled at the site on June 10, 2013, to a depth of 25 and 50 feet below existing ground surface, utilizing a B-61 mobile drill rig with 8 -inch diameter hollow stem augers. Refer to Plate 1 for boring locations. Standard Penetration Tests (SPT) blow counts were recorded for the earth materials. Relatively undisturbed samples of the soils were also. obtained by utilizing California Ring Sampler. In general, these borings ;revealed that the site area is underlain by alluvial soils consisting of silty sand, sandy silt and ,sand with silt (USCS "SW, "ML° and "SP -SM"). The earth materials are loose to medium dense and medium stiff. Detailed descriptions of the earth materials encountered are presented in the form of Geotechnical Boring Logs in Appendix B. Based on Geologic Map of the Palm Desert and Coachella Quadrangles, the site area is underlain with alluvial sand and clay of valley areas (see Figure 2). According to referenced Envicom Riverside County Seismic Hazards Map (Plate XA), the site is underlain with alluvium of intermediate thickness (200 to 2000 feet). Laboratory Testing Laboratory tests were performed for selected soil samples. The tests consisted primarily of natural moisture contents, dry densities and water soluble sulfates. The test results are presented in Appendix C with some of the test results also presented with Geotechnical Boring Logs in Appendix B. GroundwatedLiquefaction Groundwater was not encountered in our exploratory borings to a maximum depth of 50 feet. Groundwater study is .not within the scope of this work, however groundwater is not expected to affect proposed grading. Liquefaction occurs when loose cohesionless soils are subject to ground shaking during an earthquake of large magnitude. 'Liquefaction hazard is greatest in uniform (poorly graded), fine grained sandy soils When groundwater depths are less than 30 feet below ground surface.. Based on Riverside County GIS Liquefaction Map (see Figure 3), the site is located within an area of low liquefaction potential. SeismicitvlFaulting A computer search of known Quaternary major faults within 50 miles of the site is presented in Appendix D. The computer search was performed by EQFAULT (Version 3.00) software. It is probable that not all active or potentially active faults in the region have been identified. Furthermore, seismic potential of the smaller and less notable faults is not sufficiently developed for assignment of maximum earthquake magnitudes and associated levels of ground shaking that might occur at the site, due to these faults. Soil Exploration Co., Inc. Page 2 78451 Deacon Drive West La Quinta, California Conclusions Project No. 1.364-01 June 1.7, 2013 • Vegetable matter, underground structures, old foundations, old fills, buried utilitiestirrigation lines, debris, etc. and deleterious materials (if any) would require removal from the building/grading area. • Earth materials encountered during our investigation can be excavated with normal grading equipment in good working condition. Overexcavation and recompaction of surficial, soils should be anticipated to provide firm and uniform support for the proposed structure. • The onsite soils, exclusive of deleterious and. oversize materials (over 3 inch size, if any), may be usedas compacted fill. • Based on observations and soil classification, the expansion potential of the near -surface sandy soils at the site is expected to be very low (EI<20). This may require verification subsequent to completion of grading. Subsequent to site preparation, as recommended later in this report, shallow spread footing foundations should be:feasible for,the proposed construction. • Based on referenced Envicom Safety Element Map (Plate XB), the site is located on the boundary of 100 year flood plain. However, this should be verified by design civil engineer and considered in site planning, design and construction. • Site 'is located approximately 7.9 miles from the San Andreas -Coachella and San Andres-Southem Faults. The site is located in a region of generally high seismicity, as is all of Southern California. During its design life, the site is expected to experience strong ground motions from earthquakes on regional and/or local causative faults. • There is a 10 percent probability in 50 years that ground acceleration at the site will exceed 0.60g (see Appendix D). • The potential for settlement of underlying loose, sandy soils during a strong seismic event cannot be precluded. This would however be partially mitigated by recommended overexcavation and recompaction. • Based on available data, the site is in an area of low liquefaction potential. • No groundwater and/or seepage were encountered during oursubsurface investigation. However, the potential for rainfirrigation water, or groundwater moving in sandy soils and locally seeping through from adjacent and higher areas cannot be precluded. Recommendations Site Preparation Grading and backfills should be performed in accordance with the General Earthwork and Grading Specifications (Appendix E), except as modified in the text of this report All grading should comply with the requirements of the ,City of La Quinta Grading Regulations. Overexcavation/Building Pad Area The grading/building area should be cleaned of all deleterious material, debris and vegetation. Subsequent to site clearance, building pad should be overexcavated at least 4 feet below existing ground or proposed grade, whichever is deeper. The overexcavation should extend at least 5 feet beyond building lines in -plan. Vegetation roots and oversized rock,(over3 inches) should be. traced and removed if encountered in bottom of the overexcavated areas. After overexcavation, the exposed surfaces should be further scarified to a depth of at. least 42 -inches, watered and recompacted to at least 90 percent of the maximum dry density, as determined by ASTM D1557-09 Test Method, prior to placement of fill. All fills should be compacted to at least 90 percent of the maximum dry. density.. Deeper overexcavations, especially to remove unsuitable soils or clean the bottom, may be required depending upon field observations/testing of excavated bottoms by the soil engineer or his representative during site.grading. Soil Exploration Co., Inc. Page 3 78451. Deacon Drive West La Quinta, California Compacted Fills/Imported Soils .Protect No. 1364-01 June 1.7, 2013 All fills should be placed in thin lifts (not exceeding 8 inches in thickness) on competent native soil (having at least 85% relative compaction) and compacted to at least 90 percent of the maximum dry density,. The maximum dry density should be determined by ASTM D1557-09 Test Method (5 layers). Any imported soils should be sandy, with very low expansion potential (EI<20), similar to onsite soils, and approved by the soil engineer. Foundation Design/Footings Following site preparation, the use of shallow spread footings to support the wood framed structure is feasible. For building foundations, a maximum allowable bearing value of 1800 psf is recommended. This bearing value may be increased by one third for -temporary (wind or seismic)loads. Minimum reinforcement and other requirements are presented on Plate 2 and may be designed for very low expansion category. All foundations should be designed by a qualified structural engineer in accordance with the latest applicable building codes. Please note that foundation design is under the purview of the structural engineer and structural considerations may be more stringent and,govem. Settlement Provided the fills are placed and compacted as recommended, the estimated total long term settlement will not exceed approximately 1 inch in 30 feet, with differential settlement of %" to '/° in 30 feet. The project will meet the minimum County requirements of static and dynamic settlement. Concrete Slab -On -Grade Slab -on -grade should be at least 4 inches thick and should be reinforced with at least No. 3 bars at 18 - inches on -center both ways, properly centered in mid thickness of slabs. Slabs -on -grade should be underlain by a 10 -mil Visqueen moisture barrier. The moisture barrier should be placed over'two inches of clean rolled sand and overlain by two-inch layer of clean rolled sand to aid in concrete curing. Other recommendations are presented on Plate. 2. Excess soils generated from foundation excavations should not be placed on building pad's without proper moisture and compaction. Slab subgrade should be verified to contain 1.2 times the soil optimum moisture content to a depth of 12 inches prior to placement of slab building materials. Moisture content should be tested in the field by the soil engineer. Slab subgrade should be kept moist and the surface should not be allowed to desiccate. The addition of fiber mesh in the concrete .and careful control of water/cement ratios may lessen the potential for slab cracking. :In hot or windy weather, the contractor must take appropriate curing precautions after the placement of concrete. The use of mechanically compacted/dense low slump concrete (not exceeding 4 inches at the time of placement) is recommended. We recommend that a slipsheet (or equivalent) be utilized if grouted tiles or other crack sensitive flooring (such as marble tiles) is planned directly on.concrete slab. Concrete Joints The joints spacing for concrete slabs should be determined by the project architect. Joints should be laid out top form approximately square panels (equal transverse and longitudinal. joint spacing). Rectangular panels, with the long dimension no more than one -and -one-half times the short, may be used when square panels are not, feasible. The depth.of longitudinal and transverse joints should be one-fourth the depth of the slab thickness. Joint layout should be adjusted so that the joints will line up with the comers of structures, small foundations and other built-in structures. Acute angles or small pieces of slab curves as a result of joints layout should not be permitted Soil Exploration Co., Inc. Page 4 7845'/. Deacon Drive West L'a Quinta, California Concrete Curing Project No. 1364-01 June 17, 2013 Fresh concrete should be cured by protecting it against loss of moisture, rapid temperature change and mechanical injury for at least 3 days after placement. Moist curing, waterproof paper, white polyethylene sheeting, white liquid membrane compound, or a combination thereof may be used. After finishing operations have been completed, the. entire surface of the newly place concrete should be covered by whatever curing medium is applicable to local conditions and approved by the engineer. The edges of concrete slabs exposed by the removal of forms should be protected immediately to provide these surfaces with continuous curing treatment equal to the method selected for curing the slab surfaces. The contractor should have at hand, and ready to install before actual placement begins, the equipment needed for adequate curing of the concrete. Lateral Earth Pressures/Retaining Walls The following lateral earth pressures and soil parameters, in conjunction with the above -recommended bearing value (1800 psf), may be used for design of retaining walls with free draining compacted backfills. If passive earth pressure and friction are combined to provide required resistance to lateral forces, the value of the passive pressure, should be reduced to two-thirds the following recommendations. Active Earth Pressure with level backfill (Pa) 35 psf (EFP), drained, yielding Active Earth Pressure (2:1 slope) 50 psf (EFP), drained At Rest Pressure (Po) 55 psf (EFP), drained, non -yielding (part of building wall) Passive Earth Pressure (PP) 250 psf (EFP), drained, maAmum of 2500 psf Horizontal Coefficient of Friction (p) 025 Unit Soil Weight (-ft) 120 pcf We recommend drainage for retaining walls to be provided in accordance with Plate 3 of this report. Maximum precautions should be taken when placing drainage materials and during backfilling. All wall backfills should be properly compacted to at least 90 percent relative compaction. Seismic Considerations The site is located approximately 7.9 miles from the San Andreas -Coachella and San Andreas-Southem Faults. Strong ground shaking can be expected at the site. The site soil profile is, Class D (stiff soil profile). The structural engineer should consider City/County codes, California Building Code (CBC) 2010, seismic data presented in this report (Appendix D), thelatest requirements of the Structural Engineers Association and any other pertinent data in selecting design parameters. Expansion Index/Soluble Sulfates Based on observations and soil classification, the expansion potential of the onsite soils is anticipated to be very low (EI<20). The results of soluble sulfate tests on a select soil sample, performed by Cal Land Engineering of Brea, California, indicate negligible sulfate exposure (less than 0.1% by weight). The laboratory test results are presented in Appendix C. The cement mix/strength should meet the ACI guidelines and recommendations of the structural design engineer., Tentatively we recommend Type II cement and concrete slump not exceeding 4 inches at the time of placement. If, critical these should. be further verified by your structural and/or a corrosion engineer. Surface Drainage The surface of the building pad should be graded to provide positive drainage away from structure. Drainage should .be directed to established swales and then to appropriate drainage structures to minimize the possibility of erosion. Surface drainage must be directed and maintained away from the foundations and slopes. Water, either natural or by irrigation, should not be permitted to sheet flow over the slopes and pond or saturate the surface soils. Soil Exploration Co„ Inc. Page 5 78451 Deacon Drive West La Quint&, California Groundwater Project No. 1364-01 June 17, 2013 No groundwater and/or seepage were encountered during our subsurface work. The potential for rain or irrigation water locally seeping through from adjacent areas cannot be precluded. Our experience indicates that surface or near -surface groundwater conditions can develop in areas where groundwater conditions did. not exist prior to site development, especially in areas when: a substantial increase in surface water infiltration results from landscape irrigation. In addition, changes in local or regional water and management patterns, or both; can significantly raise the water table or create zones of perched water.. We therefore recommend that landscape irrigation be kept to the minimum necessary to maintain plant vigor and any leaking pipes/sprinklers, etc. should be promptly repaired. The depth to the groundwater may fluctuate with seasonal changes and from one year to the next We have no way of predicting future groundwater levels or perched water' due to increase in surface water infiltration from rainfall or from landscape irrigation. Subdrains, horizontal drains, toe drains, French drains, heel drains or other devices may be recommended in future for graded areas that exhibit nuisance water 'seepage conditions. Erosion Control/Draina-ge/Planter Areas The near surface sandy soils are subject to wind and water erosion. Positive drainage should be provided around the perimeter of all structures and all foundations toward streets or approved drainage devices to minimize water infiltrating into the underlying natural and engineered fill soils. In addition, finish subgrade adjacent to exterior footings should be sloped down and away to facilitate surface drainage. Roof drainage should be collected and directed away from foundations via non-erosive devices. Water, either natural or by irrigation, -should not be permitted to ,pond or saturate the foundation soils. The developer should be made aware of the potential 'problems, which may result when drainage is altered. Ponded water, leaking irrigation systems, over -watering or other conditions which could lead to ground saturation should be avoided.. Area drainage collection should be directed toward the approved drainage devices. CaVOSHA Classification, Shoring/Trench Backfills In general, CaVOSHA classification of'onsite earth materials is Type. B. Temporary trench excavations deeper than 5 feet. should be shored or laid back at an inclination of 1:1 in accordance with CaVOSHA requirements. All utility trenches and wall backfills should be mechanically compacted to the minimum requirements of at least 90 percent relative compaction. No jetting, ponding or flooding should be permitted within the building area or where trenches are in zone of influence of footing loads. Excavated material from -footing trenches should not be placed in slab -on -grade and driveways areas unless properly compacted and tested. Foundation Plan Review The recommendations provided in this report are based on preliminary design information and subsurface conditions as interpreted from limited exploratory work: Soil Exploration Co., Inc. should review the foundation plans. Our conclusions and recommendations should also be reviewed and verified during grading and revised as necessary. Additional Observations and/or Testing Soil Exploration Co., Inc. should observe and/or test at` he following stages of construction: • During all overexcavation and grading. • Following footing excavation and prior to placement of footing materials. • During wetting of slab subgrade (1.2 X optimum moisture to -a depth of 12 inches) and prior to placement of slab materials. • During all trench backfills.. • When any unusual conditions are encountered. Soil Exploration Co., Inc: Page 6 78451 Deacon Drive West La Qui Ata, California Report of Field Density Testing During Grading Project No. 1.364-01 June 17, 2013 A final report of compaction control should be prepared subsequent to the completion of grading. The report should include. a summary of work performed, laboratory test results, and the results, locations and elevations of field density tests performed during grading. Limitation of Investigation Our investigation was performed using the degree of care and skill ordinarily exercised, under similar circumstances, by reputable Geotechnical Engineers practicing in this or similar locations. No other warranty, expressed or implied, is made as to the conclusions and professional advice included in this report. The field and laboratory test data are believed representative of the project site; however, soil conditions can vary significantly. As in most projects, conditions revealed during grading may be at variance with preliminary findings. If this condition occurs, the possible variations must be evaluated by the Project Geotechnical Engineer and adjusted as required or alternate design recommended. This report is issued with the understanding that it is the responsibility of the owner, or his representative, to ensure that the information and recommendations contained herein are brought to the attention of the architect and engineer for the project and incorporated into the plans, and the necessary steps are taken to see that the contractor and subcontractor carry out such recommendations in the field. This firm does not practice or consult in the field of safety engineering. We do not direct the contractor's operations, and we cannot be responsible for other than our own personnel on the site; therefore, the safety of others is the responsibility of the contractor. The contractor should notify the owner if he considers any of the recommended actions presented herein to be unsafe. The findings of this report are valid as of the present date. However, changes in the conditions of a property can occur with the passage of time, whetherrthey be due to natural processes or the works of man on this or adjacent properties. In addition, changes in applicable or appropriate standards may occur, whether they result from legislation or broadening of knowledge. This reportwas prepared for .the client based on client's needs, directions and requirements at the time. This report is not authorized for use by and is not to be relied upon by any party except the client with whom Soil Exploration Co., Inc. contracted. for the work. Use of, or reliance on, this report by any other party is at that party's risk. Unauthorized use of or reliance on this report constitutes an agreement to defend and indemnify Soil Exploration. Co., Inc. from and against any liability which may arise as a result of such use or reliance, regardless ofany fault, negligence, or strict liability of Soil Exploration Co., Inc. If you should have any questions appreciate this opportunity to be of Very truly yours,. Soil Exploration Gene K Luu, PE Project Engineer 7 C O a► CiN�L . OF CPt' this report, please do not hesitate to call our office. We Soil Exploration Co., Inc. Page 7 78451 Deacon Drive West Ca Quinta, California Project No. 1364-01 June 17, 2013 Distribution: [3] Addressee Attachments: Figure 1 Site Location Map Figure 2 Geologic Map Figure 3 Riverside County TLMA GIS Map (Liquefaction) Figure 4 Fault Activity Map Plate 1 Exploratory Boring Location Map Plate 2 Minimum Foundation and Slab Recommendations for Expansive Soils Plate 3 Retaining Wall Backfill and Subdrain Detail Appendix A References Appendix B Geotechnical Boring Logs Appendix C Laboratory Test Results Appendix D Deterministic and CBC (2010) Seismic Parameters Appendix E General Earthwork and Grading Specifications Soil Exploration Co., Inc. Page 8 m Pull 1 PMIS t r 7 nv Pull 1 PMIS Riverside County GIS RIVERSIDE COUNTY GIS Page 1 of 1 � � ",r4 , .t'ii1 ��- 'n _ �- v �t ""a 1�T':. c4z { r: w a` 'r C t} ¢'� s d3� •�:"'�"' [ � � -� zi^fs �:� � 4 S Tss S+L,� t z� s'#Y -. ��� �' � J^��,.t •r�'z�s it '✓}�' s' � 3n '� �. �` J -n Sal l'v,` � 4 �et'i"�,. AVENIDA LA FONDAAVENIDA LA FONDA T " k }S`� i _ v ,i ➢ " ��`�—'_ w , ,. 7' .''f--..0 i,•, f�, 3�-_• i ,.(+-,54. Y 'v:'Lk t� 3.5i_�-$ ,� a t� r" J �,: .� 1` W �' '�'.+ � C" 4 'a- ��iL 10 4 sk..ff -aF7C7 k `el�ss-_ Z :;t�.K a J ati �' I p �° i+�"` N Ye,� s "3 e d t{ -•t, 1 1bP j - i ou N 0 �� +L 1j' 16 x - T` 4 W'e:+� 3i.:JxeW[7.}� 5.'tW1 r•�ib _L, r+�V', '^ Cn�t J L +7, W�- d ;�'+«- C�•J1' .�" kc a irJ J� -' aAVENIDA NUESTRArtz,E11V EM NUESTRA "—"— .t .e' `'F 52 F a� t AYENUE52' 3 lary�-- �-: DEA CON K DR E k �" ' jj r i - ' fy �^ I��, �1, Lapulntap r 6 ` i 5 i it .� 1.•hY. �., - 1 7''a J3 r i i``'°_ .i r!t`'r-t^� n 7 }'�f4T _ s�.i 'r- F�1'r. ~ Yom. <Ei-y^� s"-. 4.r -,'• '� 'arL �„ �'r ; P T�-- " .' �f,.•-�' ,.. - - - . °��---' -"t : i wxt . y� ,.> � k�- v a. �. bt � t •tea'" 9i r �. � i k�- 3 Q `,i b Y i �r tip' i ;' .fir. _ 3 . `� �. �-•:, jt _ `"+ � ., '+r. Y h % b _ S .['.d �! _ I i 'a a o4Pr ;r/ary4- Artd"' c r ri h.�p :•.S -i _ tom. s c� WJ 6-s 5f t2_.1. ``4� S s1 ri P F }� tt• +�{.�' 1. ,�,� N ..,,� $ %,? 7 i 3 ,Y i t i'• '- r � '`F� � , �' �%`� ��} i ,l � � � �'• � i "�: ?'• --j a et� CT �. `'7 3 b .tit s u..�<'..+a»...c �' ..:_,�.a:��t� `sr.^a...2C�',. �F � t �_. ; '�.s.�'_y. 9 .i �•�!�`,;.,,,a{"` '}: ;,'A�"�"-.—x.�,.. F" I�verdde County TLMA GIS Selected pamel(s): 770-210-016 LIQUEFACTION SELECTED PARCEL INTERSTATES HIGHWAYS p CITY EPARCELS 3 Low 'IMPORTANT' Maps and data are eo be used for reference purposes only. Map features are applaodnvate, and are.not'necessarily accurate to surveying or ergtneering standards. The County of Riverside makes no warranty or guarantee as to the content (tire source is often third party), aocurag, timeliness, or completeness of any of the data provided, and assumes no legal rasponsibility fbr the Intonation eontsined on this map: Any use of this product with respect to accuracy and precision shall be the sole responeWiNy of the user. REPORT PRINTED ON ... Thu May 1610:24:45 PDT 2013 Version 130225 Figure 3 http://www3.thna.co.riverside.ca.us/pa/rclis ,NoSelectionPrint.htm 5/16/2013 California Geological Survey - 2010 Fault.Activity Map of California Conditions of Use, I Privacy Policy Copyright 0 2007 State of Calffbmia. Diamon L.k Va-)Ie.YvLak CommyPtri'Park y N Page 2 of 2 Ca Figure 4 http://www quake.ca.gov/gnws/FAM/faultachvitymap.htnl 5/30/2013 j Ca Figure 4 http://www quake.ca.gov/gnws/FAM/faultachvitymap.htnl 5/30/2013 M ivs ", sks °�ln f 6$041.'41 ' lMl 04, M I Ael ly 1 j !S ASStkO f0t"aQ^!„�C10F il[ 2114'S�r 1L5(SSOh � rkCll i' � w+,�g10dV1 r u,, tWk t+N.S�C�I _W iu111w 51R � AeL� _.. r 'Il. / F \\ n � o m 1 r » ,I w j "wow aSS25500'S W 8t, 2;0 P6 21 s 88 7.eapee 1,i.A`. 020=122 11 O 2 1 POR.SW 6 T.6S,.,,R,1E 1a�so CITY OF LA GUINTA as--1- ❑ 4 CIO I i I WAt� i CA4/T Gb&F C.6vItsE t 1 ♦ 1 I i I II i 1 dJ 1• :. i;�• 1 MW - 0 ..1 Or 04 ' I EXPLORATORY BORING LOCATION MAP PLATE 1 LEGEND B-2 i Approximate Location of Boring Soil Exploration Co., Inc: Pro ect No. 1364-01 1 June 17 2013 Base Mao: Riverside Count Assessors Parcel Ma 16 263/76-90 ffUCT 2800-- �v 2000 H° '1_e —AL— Living Areas & Garage Slabs Su rade r The Above Are Minimum Recommendations. All Work Should Comply with Applicable/Governing Agency Codes and Requirements "Presoaking of living areas and garage slabs should be observed and tested by the project geotechnical engineer. NOTES: 1. Depth of interior or exterior footings to be measured from lowest adjacent finish grade. 2. The base of the grade beam should be at the same elevation as that of the adjoining footings. 3. Living areas slabs maybe tied to the footings,as directed by the structural engineer. 4. We recommend the use of at least No. 3 barn at 18 inches on -center, each way, for all slabs. 5': 10 -mil Visqueen. sheeting welded at laps has proved successful. Equivalents are acceptable. 6. Garage slabs should be "isolated from stem wall footings with a. minimum 3/8" felt expansion joint. 7. Sand base should'have a Sand Equivalent�(SE) of 30 orgreater (e.g., washed concrete sand). Post -Tensioned Slabs As an alternative; to conventional foundations, building may be supported on post -tensioned slabs, to be designed by a structure engineer in consultation with the geotechnical.consuttant. In addition, a post -tensioned slab is also recommended for VERY HIGH expansion potential (Expansion Index greater than 130), if encountered. Post -tensioned slabs should have perimeter footings embedded a minimum of 12 inches below the adjacent.grade. The slabs should be designed such that they can be deformed approximately 1 -inch vertically over a width of 30 feet without distress in the event of shrinkage or swelling of the supporting soils.. Living area slabs should be underlainby a 10-mil"Visqueen moisturebarriercovered bya 2 -inch layer of sand. Presoaking is recommended for post tensioned slabs: (1.2) x optimum to a depth of 1-2 inches, (1.3) x optimum too -a depth of 18 inches, and (1.4) x. optimum to a depth of 24 inches for LOW, MEDIUM, and HIGH expansion potential soils, respectively. LOW and MEDIUM expansive soil lots using conventional foundation should comply with 2010 CBC. For very high expansion potential (Expansion Index greater than 130), specific recommendations by the geotechnical consultant willbe required. Placement of 4 inches of sand base is also suggested for post -tensioned slab systems. Unless stated in the attached report, for EI=21-50 use PI -25, and Ei=51-90 use PI=35. Minimum Foundation and Slab Recommendations Soil Exploration Co. Inc. For Expansive Soils Plate: 2 ONE- OR TWO-STORY RESIDENTIAL BUILDINGS SUBDRAIN OPTIONS FUR NATIVE MATERIAL BACKFILL OPflOtit N2: Piw Surrounded OPTION NT: Gravel wracoed in OPTION IS: Geolexdle Drain i - wkh<dese,2 Material Filter Fabric With Proper Surface With Proper Surface With Proper Surf" Drainage Drainage 'Drainage Slope or L«el Slope ( Level Mope or 8t' to t t' Level �� 1 s' � _ _ ger► Fetxie Flap Native Behind Core Ned" ' �' Native Backfill �:i' Bach Waterproofing Membrane Backfill WaterprOOfing7 Membrane 'le Filter Fabric Waterproofing Mirsouln 6000• Membrane (Optional) �' (Optional) •� (�ons4 J Drain 100. Fiygrid �3 Drain 1; or equivalent Claes-2 Filterce Y. to V/sInch Size Gravel Weep Hole Permeable Material Weep Hole _ s,� Wrapped Inti ter'Fabric Weep Hole Filter Fabric Level or LevelLor �� : Leve) or Diameter Scope r�► Slope �lIP S1ope� Perforated Pipe 44nch- Diameter Perforated Pips Fabric ,Behind Core • Class 2 Filter PsrmeabWMaterial Grading Proper Outlet Should be •Miradrain 6000 or J Drain 100 for �• Per Caltrans Specifications Provided for Gravel Subdrain non -waterproofed walls; M Slew Size Percent Passlr►4 Notes) Miradrain 6200 or J Drain 200 for 1' 100 3/4' 90 -ICP completed waterproofed.wags aw 40-100 "Feel back the bottom fabric flop. No. 4 2540 Place`PIPe next to cors, ; No. 8 18=33 wrap4sbfic around pipe and ; No. 30 5-15 tuck behind core. No. So 0�7 No.;20.0 03 SUBDRAIN OPTIONS FOR CLEAN SAND 'BACKFILL With Proper Surface Drainage \ Waterproofing Membrane -'%i (Optional) H Level or Slope 1 / Subdrain Ootlon SZ 4' diameter perforated pipe Slope or Levelsurrounded with 1 dt:SA of -, Class 2'Nor material per CS -"� Caltrans specifications as�above t • Clean,sand backfill Noel: having sand equivalent Hole of 30 or greater (can be densified by water jetting Subdrain Optlon:S3: Subdrain Option St; 4' diameter perforated pipe wrapped in filter fabric t f.sM- of Y. to 11V size gravel wrapped in filterfabric --4 Z Min. L (see notes for cutlet) Notes: Pipe type should.be ASTM D1527 Acrylonitrile.Butsdiene Styrene (ABS) SDR3SorASTM01785 Polyvinyl Chloride plastic (PVC). Schedule 40, Armco A2D00 PVC, or approved equivalent Pipe should.be installed'wifh perforations down. • f=ilter fabric should be Mirafi 140N. 14ONS, Supac 4NP, Arnoco 4545. Travis .1114, or approved equivalent. • All drains should have.a gradient of 1 percentritinknum. • Outlet portion for gravel subdrain should have a 4' -diameter pipe with the L perforated portion inserted into the gravel approximately 2' i minimum and'the nonperforated portion extending approximately t' outside the gravel Proper sealing should be provided at the pipe insertion enabling water to run from the grsvel'portion into rather4wn outside the pipe. • Waterproofing membrane may be required for a. specific retaining'wall.such as a stucco or basement,wall. r Weephote should be 2' minimum diameter and provided at25' minimum In length of well. it exposure is permitted, weephcle should be located at 3=' above finished grade.. If exposure is not, permitted such as for.* wall adjacent to a,sidowalWcurb, a pipe.under the sidewalk to discharge through the curb.face or equivalent should bs provided, or for a basement -type wall, a propersubdrain outlet system, :should be provided: Open vertical.masonry`joints (.e:. omit mortar from joints of first;coune abovefiniahed grade) at 32' maximum intervals may be substituted for weepholee. Screening such as with e. fifter fabric should be provided for weepholes/open joints to prevent earth materials from entering the;holesfioints. RETAINING WALL BACKFILL AND SUBDRAIN DETAIL Soil Exploration Co. Inc. Plate: 3 BUILDING ENERGY ANALYSIS REPORT PROJECT: Lot 2 Deacon Drive West La Quinta, CA Project Designer: 17087 Orange Way Fontana, CA 92335 909-355-6688 Report Prepared by: Andresen Architecture, Inc 4ECEIVED DEC 0 92013 Co1lftuxZ j,p Rwnr4 �ELOPM� Folw� & SAFETY QUBDEPTA. ROVED NSTkt"-- 13-1727 ION Job Date:: 111/20/2013 The EnergyPro computer program has been used'to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and: Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC — www.energysoft.com. ID; 1 TABLE OF CONTENTS Cover Page I Table of Contents 2 Form CF -1 R Certificate of Compliance 3 Form MF -1 R Mandatory Measures Summary 8 PERFORMANCE CERTIFICATE.: Residential Part 1 of 5 CF-1 R Project.Ngme Lot 2 Building Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 11/20/2013' Project Address Deacon Drive West La Quinta California Energy Climate.Zone. CA Climate Zone 15 Total Cond. Floor Area .4,422 Addition nla # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes ❑ No HERS Measures -- If Yes, A CF-4R must be provided per Part 2 of 5 of this form. El Yes 0 No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Area Special Construction Type Cavity ft) Features see Part 2 of 5 Status Roof Wood Framed Attic R-49 4,422 Radiant Barrier Venting New Slab Unheated Slab-on-Grade None 4,422 Perim = 300' New Wall Wood Framed R-19 2,.121 New Door opaque Door None 48 New FENESTRATION U- Exterior Orientation Area(ft) Factor SHGC Overhang Sidefins Shades Status Rear (S) 253.0 0.390 0.37 1'0.0 none Bug Screen New Left (E) 136.0 0.390 0.37 1.0 none Bug Screen New Right (W) 189.0 0.390 0.37 1'.0 none Roll-down Blind or Slats New Front (N) 123.0 0.390 0.37 6.0 none Bug Screen New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 4 Central Furnace 94% AFUE Split Air Conditioner 16.5 SEER Setback New _ .6 • r QUIN 1_ HVAC DISTRIBUTION t ' n a &SAFETY O uct Location HeatingCoo ir>i� �'i-� oc, -Value Status Res HVAC Ducted Ducted Ci i TtO .0 New r� i WATER HEATING IRATE Qty. Type Gallons Min. E Distrib ion Status 2 Instant Gas 0 0.85 Kitchen Pipe Ins New ,-EnergyPro 5.1 by EnergySoft User Number: 6501 Run Code: 2013-.11-20716:20:59 ID: 13-1727 Page 3 of°1.0 PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF-1 R Project Name Lot 2 Building Type ® Single Family ❑ Addition Alone ❑ Multi' Family ❑ Existing,+ Addition/Alteration I Date 1 4'1/2012013 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation. and special verification to be used with the performance approach.. The enforcement agency determines the adequacy of the justification, and may reject,a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. The Roof R-49 Roof includes credit for a Radiant Barrier that is Continuous,meetng eligibility and installation criteria as specified in Residential Appendix RA4.2.2. The Roof R-49 Roof Concrete Tile (10 #/sf) Roofing 11150 Vent Area 50%W Vents Located High requires verification. HERS REQUIRED VERIFICATION Items in this section require field testing: and/or verification by a certified HERS Rater. The inspector must receive a completed CF4R form for each of the measures listed below for final to be given. The Cooling System Carrier Corp. 24ANB760A"30 includes, credit for a 13.0 EER Condenser. A certified "HERS rater must: field verify the installation of the correct Condenser. Ener Pro 5:1 6 Ener Soft User Number: -6501 RunCode: 2013-11-20716:20:59 ID: 13-1727 Pa e 4 of 10 PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF -1 R ProjectNarne Building Type m Single Family ❑,Addition Alone Date .Lot 2 ❑ Multi Family 0 Existing+ Addition/Alteration 11112012015 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin TDV kBtu/ft2- r Space Heating 2.48 3.97 -1:49 Space Cooling 48.45 43.81 4.63 Fans 9.41 13.48 -4.07 Domestic Hot Water 8.25 5.80 2.45 Pumps 0.00 0.00 0.00 Totals 68.58 67.67 1.51 Percent Better Than Standard: 212% BUILDING COMPLIES - HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: (N) o deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (N) 420 123 Fuel Available at Site: Natural Gas (E) 690 136 Raised Floor Area: 0 (S) 700 253 Slab on Grade Area: 41422 (W 1,060 189 Average Ceiling Height: 10.0 Root 4;422 0 Fenestration Average U -Factor: 0,39 TOTAL` 701 Average SHGC: 0.37 Fenestration/CFA Ratio:. 15.9% REMARKS STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Efficiency Standards of the California. Code of Regulations. The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company Andresen Architecture, Inc ��.` Address Name bucr �d�l�(1-�St� 1,120/2013 o City/State/Zip Phone (01 !ss• "ie Date The individual with overall design responsibility hereby' thep1mow dl�iWilh t n epresented in this set of construction documents is consistent with the other co lacer�lt e�ti t� specifications, and with any other calculations submitted with this permit,ap ic�0W1JV6d s pliance sing duct design, duct sealing, verification of refrigerant charge, insulation i stallatign qua i d ing"-��'i_i�(elope ealing require installer testing and certification and field verification by a approF cf�} I q GTIOry H Designer or Owner (per Business & Profession Code) r (( Company TE SI�o Address 17087 Orange Way Name And senArchite 1+041PI3 City/State/Zip Fontana, CA 92335 Phone 909-355=6688 Signed License # Date .1 EneravPro 5.1 by EnerqySoft User Number: 6501 RunCode: 2013-1 f -20T16:20:59 ID: 13-1.727 Pae 5 of 10 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) - CF -1R. Project Name Lot 2 Building Type m Single Family ❑ Multi Family 0 Addition Alone 13 Existing+ Addition/Alteration Date 11112012013 OPAQUE SURFACE DET_ AILS Surface U- Insulation Joint Appendix Type Area Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Roof 4,422 0:019 R-49 0 18 New' 4.2.1-A23 SFR Slab 4,422 0.730 None 0' 180 'New 4.4.7-A1 SFR Wall 447 0.074 R-19 186 90 New 4.3.1-A5 SFR Wall 554 0.074,R-19 90 90 'New 4.3.1-A5 SFR Wall 871 0.074 R-19 270 90 New 4.3. f -A5 SFR Wall 249 0.074 R=19 0 90 'New 4.3.1-A5 SFR Door 48 0.500 None. 0 90 New 4.5.1-A4 SFR FENESTRATION SURFACE DETAILS ID Type Area U -Factor ISHGC2 Azm Status Glazing Type Location/Comments 1 Window 253.0 0.390 NFRC '0:37 NFRC 180 New Sierra Pacific Windows,& Doors SFR 2 Window 136.0 0.390 NFRC 0.37 NFRC 90 New Sierra Pacific Windows & Doors SFR 3 Window 189.0 0.390 NFRC 0.37 NFRC 270, .New Sierra Pacific Windows & Doors SFR 4 Window 123:0 0.390 NFRC 0.37 NFRC 0 ,New Sierra -Pacific Windows & Doors SFR (1) U -Factor Type: 116-A =,Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS Window ID Exterior Shade Type SHGC Hot Wd Ove hang Len I Hot LExt RExt Left Fin Right Fin Dist Len Hot Dist Len Hot 1 Bug Screen 0.76 8.0' 6.0 10.01 0.1 10:0 10.0 2 Bug Screen 0.76 8.0 6.0 1.010:1 2.0 2:0 3 Roll -down Blind or Slats 0.13 6.8 6.0 1.0 0.1 2.0 2.0 4 Bug Screen 0.76 6.8 6.0 '6.0 0.1 6.0 6.0 i Ener Pro 5.1 by Energj6oft User Number: 6501 Run Code: 2013-11-20716:20:59 ID: 13-1727 Pae 6 of 10 CERTIFICATE OF COMPLIANCE: Residential Part 5 of 5 CF-1 R Prroject NameBuilding Lot 2 Type ® Single Family ElAddition Alone 13 Multi Family ❑Existing+ Addition/Alteration Date 11120/201 BUILDING ZONE INFORMATION System Name Zone Name Floor Area New Existing Altered Removed Volume Year Built Res "HVAC One Story 4,422 44,220 Totals 4,4221 01 01 D HVAC SYSTEMS System Name Qty. Heating Type Min. Eff., Cooling Type Min. Eff. Thermostat Type Status Res HVAC 4 Central"Furnace 94%�AFUE Split Air Conditioner 16.5 SEER Setback. New HVAC DISTRIBUTION System Name Heating Duct Cooling Duct Location R-Value Ducts Tested? Status Res. HVAC Ducted 'Ducted Attic, Ceiling Ins, vented 6:0 ❑ New 13 WATER HEATING SYSTEMS S .stem Name Oty. Type Distribution, Rated Tank Energy Standby Input Cap. Factor Loss or Btuh (gal), or RE Pilot Ext. Tank. Insul:. R- Value Status Takagi T--K2 2 Instant Gas Kitchen P/pedhs 175;000 0 '0.85 n/a n/a New MULTI-FAMILY WATER HEATING DETAILS t fr 11YIPW14MIREATMASYSTEM PIPING Control Hot Water Piping ft Len6th- EUL- I oEi & SAFETY DEPT. 0N% UC'�TION Pipe Buri em ame length Pipe Diameter Insul. Thick. 0t . HP Plenum Outside ❑ Ener Pro 5:1 by EnerpySoft User Number: 6501 RunCode: 2013-11-20T16:20:59 0:434727 Pa e'7 of 10 MANDATORY MEASURES SUMMARY: Residential Pae 1 of 3 MF -1 R Projecl,Name Lot,2 Date °11%20/201.3, NOTE:. Low-rise residential buildings subject to the Standards' must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (.CF4R„ CF -1 R -ADD, or CF- 1IR-ALT Form) shall supersede the items marked with an asterisk. (`) below. This Mandatory,Measures Summary shall be incorporated into the permit documents, and the applicable features shall be considered by all parties as minimum component performance specifications whetherthey are shown elsewhere_ 'in the documents or in this summary. Submit all applicable sections of the MF -1 R Form with plans. Building Envelope Measures: 11.6 a 1 Doors and windows between conditioned and unconditioned spaces are manufactured to. irnit air leakage. §11;6(a)4.: Fenestration products (except field -fabricated windows) have a label listing the. certified U -Factor, certified Solar Heat Gain Coefficient . SHGC , and infiltration that meets the requirements of 1,0-111 (a). 117: Exterior doors and windows are weather-stripped: all joints and pepetratibns are caulked and sealed. 118 a`: Insulations ecified or installed meets Standards for Insulating Material. ,Indicate type and include on CF -6R Form. §118(i): The thermal emittance andsolar reflectance values of the cool roofing material meets the requirements of §1 18(i) when the installation of a Cool Roof "is s ecified on the: CF -1 R Form. 1.50(a): Minimum R=1.9 insulation in wood -frame ceiling orequivalent U -factor. 150 b ? Loose fill insulation shall conform with manufacturer's installed design labeled R -Value. *§1 50 c : Minimum R-13 insulation in wood -frame wall orequivalent U -factor. ` 150(d): Minimum R-113 insulation. in raised wood -frame floor or equivalent U -factor. 150(f): Air retarding wrap is tested; labeled, and installed according to ASTM: E1677-95 2000 when specified on the CF -1,R Form. 150 : Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Waterabsorption rate for slab edge insulation material alone without facings is no greaterthan 0.3%; water vapor permeance rate is no greater than 2.0 " ermlinch and shall be protected from -physical damage and'UV light deterioration. Fire laces, Decorative Gas Appliancesand Gas Log Measures:. 150 e 1 A:,Masonry or factory -built fireplaces have a closable, metal or glass doorcovering the entire opening of the firebox. §150(e)1 B: Masonry or factory -built fireplaces, have a.combustion outside air intake, which is at least six square "inches in area and is eq ui ed with a'with a readily accessible operable, and ti ht-fittin ,dam er and or a combustion -air control device. §150(e)2: Continuous burning pilot. lights and the use of indoor,air for,cooling, a firebox,jacket, when that indoor air is vented to the outside.of the building, are prohibited. Space Conditioning, Water Heating and PlumbingSystem Measures: §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified!by the Energy Commission. §113.(c)5: Water heating recirculationloops serving multiple. dwelling units and High -Rise residential occupancies meet the air release valve backflow preventionumpisolation valve and recirculation loop connection, requirements of 113(c)5. §11.5: Continuously burning pilot lights are prohibited for natural gas: fan -type central; furnaces, household cooking appliances (appliances with!an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa i heaters. 150 h ": Heating . and/or cooi i no loads are, ,calculated in accordance with ASHRAE, ..SMACNA or ACOA. 150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §150Q)1 A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation" having an installed' thermal resistance of R-12 or greater. §1500)1 B: Unfired storage3anks, such as storage tanks or backup tanks,for solar water=heating system, or other indirect hot water tanks have R-1.2 external insulation or R-16 internal insulation where the internal:insulation R -value is indicated on the exterior of the tank. ' §1500)21 First 5 feet of hot'and cold water pipes closest to water heater -tank, non -recirculating systems, and entire length of recirculatin sections'of hot water pipes are;insulated per Standards Table 1"50-B. §15%)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated.between heating source and indirect hot water,tank shall be insulated to Table 150-B and ,E uation 150-A. §1500)2: Pipe;insulation for steam hydronic heating systems or hot water systems >15 psi, .meets the requirements of`S.tandards Table 1.23-A. 1'50(4)3A: Insulation is protected frons -damage, including thatidue to sunliclht, moisture equipment maintenance and wind. §1500)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or"is enclosed entirely in conditioned space. §1500)4: Solar water -heating systems and/or collectors are certified by -the Solar Rating and Certification Corporation. EnergyPro 5.1 by EnergySoft User Number: 6501 RunCode: 2013-1140T16:20:59 ID:, .13-1727 Page 8 of 10 MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3MF-1 R Project Name Date Lot 2 11/2012013 §150(m)1: All air -distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R- 4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape orotherduct-closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal -o enin s greater than 1/4 inch, the combination of mastic and either mesh or tae shall be used - §150(m)1: Building cavities„ support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air Building cavities and support platforms may contain ducts. Ducts installed in cavities and. support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. §150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic,and draw bands. 150(m)7: Exhaust fans stems have back draft -or automatic dampers. §150('m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation.that can cause degradation of the material. 150(M)1:0: Flexible ducts cannot have porous inner cores. §150(o): All -dwelling units,shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section "4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa.heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating ora pilot light. §114(b)l : Any pool or spa heating equipment shall be installed with,at least 36" of pipe between filter and heater, or dedicated suction and return lines or built-up,connections for future solar heating. 114(b)2: Outdoor pools ors as that have a heat pump or gas,heater shall have a cover. §114(b)3; Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to beset or programmed to run only during off-peak electric demand periods. 150 : Residential pool systems or equipment meet the pump sizing, flow rate,, piping,filters, and valve requirements of §150 . Residential Lighting Measures: §150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacythat is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire ass ecified.b 150(k)2. 150(k)3: The wattage of permanently installed luminaires shall be determined asspecified by §130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall havean output frequency no less than 20 kHz. §150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaustfan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line -voltage socket or line - voltage lamp holder; OR shall berated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw -base socket. 150(k)6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of 150 %k). 150(k)7: All switching devices and controls shall meet the requirements of §150(k)7. §150(k)8: A„minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 ft2•may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires i e.lut®kten- a by a manual on occupant sensor, dimmer, energy management system (FMCS), or a mulsc �^po�ra�tna�e per t�r�l s �$t�r a I permanently installed luminaries in garages, laundry rooms, closets"greaterthan 70 s uae�,fet; anuttaity rat) s r. i cy nd controlled by a ��' manual -on occupant sensor: , ,; a. SAF §150(k)9: Permanently installed lighting that is internal to cabine N use pq mor 203W�!''9 power° er linearfoot of A illuminated cabinet. FOR COM DATE ( Y EnergyPro5.1 by EnergySoft User Number: 6501 RunCode: 2013-11-20T16:20:59 ID: 13-1727 Page.9 of 10 MANDATORY MEASURES SUMMARY- Residential (Page 3 of 3 MF -1 R Project Name Date Lot 2 11120%2013 §1'50(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms, shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on occupant sensor certified to comply with the. applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual -on occupancy sensor.: §150(k)l 1: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry -rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1:. Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119. or by a manual - on occupant sensor that complies with the applicable requirements of §1`19. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with 1.50 k 11. §150(k)l2: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by'Underwriters Laboratories or othernationallyrecognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)13: Luminaires providing outdoor,lighting, including lighting°for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy,. EXCEPTION 1: Permanently installed, outdoor low efficacy luminaires shall.be allowed.provided that they are controlled by a manual on/off switch, a motion sensor ,not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypassswitch that disables the photocontroli OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; .OR an energy management control system (EMC,S) not'having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exception -1 to §150(k)1.3 may be controlled by a temporary override switchwhich bypasses the motion sensing function provided that the motion sensor is automatically reactivated • within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article ,680 of the California Electric Code need not be high efficacy luminaires. §450(k)14: Intemally illuminated address signs shall comply with Section 148: OR not contain a screw -base socket, and consume no more than five watts of power as determined according to §130(d). §150(k)l5: Lighting for parking lots and carports with a total of for 8 ormore vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply'with the applicable requirements of Sections 130, 134 134, and 146. §150(1<,)16: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four°or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensors , certifiedto comply with the applicable requirements of 119. EnergyPro 5.1 by EnergySoft User Number: 6561 RunCode: 2013-11-20716:20:59 ID. 13-1727 Page 10 of 10 Electronically Filed by Andresen Architecture, Inc and.Authenticated at Ca10ERTS.com-'- 1/31/2014 Electronically Signed at Ca'lCERTS,com by Samuel. IFaputchyan (Home Owner Builder) 1/31%2014 PERFORMANCE. CERTIFICATE: Residential ,Part 1 of 5 CF -1 R Project Name Lot 2 Building Type m' Single Family ❑ Addition Alone ❑ Multi Family E Existing+ Addition/Alteration Date 1/28/2014 Project. Address Deacon Drive West La. Quinta Cafrfomia Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 4;422 Addition n/a # of Stories 1 FIELD INSPECTION 'ENERGY CHECKLIST ® Yes ❑ No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form. O' Yes 0 No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION - Construction Type Area. Special Cavity Features see Part 2 of 5 Status Roof Wood Framed Attic R-49 4,422 Radiant'Barrier Venting New Slab Unheated Slab -on -Grade None 4,422 Perim =-300' New Wall Wood Framed R-19 2,023 New Door Opaque Door None 48 New FENESTRATION,.:. =:.:. U- Exterior Orientation Area(ft2 `.factor SHGC Overhang Sidefins Shades Status Rear;(S) " 263:0 :: ` <.; :;0:390 0.37 10.0 none Bug Schen New 213.0 *'Oi390 done Schee :. New Right ( 214:0 t)3 0 nC.,nd gc'Slats New Front (f& #" 0 ug Sc - - -New - 3 A. z , v' y nr" r HVAC SYSTEMS.' City. Heating Min. Eff Cooling Min. Eff Thermostat Status 5 Central Furnace 94%AFUE Split Air Conditioner 16.5 SEER Setback New HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status Res HVAC Ducted Ducted At6o, Ceiling Ins, vented 6.0 New I F LA OUNT WATER HEATING Ot . Type Gallons Min. Eff BUILDING & S - Dis$WuiV6RQVED Status . 2 Instant Gas 0 0.85 t itc R"NS UCTION ,New DATE d0,= _�=. i EnergyPro 5.1 by EnergySoft User Number: 6501 Runcode: 2014-01-28707:54:34 ID: 13-.1727 Pae 1 of 5 Reg: 214-X0007705A-00000.0000-0000 Registration Date/Time: 2014/01/31 13:32:53 HERS Provider: CalCERTS, Inc Electronically Filed by Andresen Architecture, Inc and Authenticated a_t Ca10ERTS.com -'1/31/2014 Electronically Signed at Cal'CERTS.com'by Samuel Kaputchyan (Home Owner Builder) 1/31/2014 PERFORMANCE CERTIFICATE: Residential, Part 2 of 5 CF-1pR Project Name Building Type 0 Single Family ❑ Addition Alone Date Lot 2 q Multi Family ❑ •Existing+ Addition/Alteration 1/28%2014 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance � approach. The enforcement agency determines the adequacyof'the justification, and may reject a, building or,design that otherwise complies based on the adequacyof the s ecial 'ustification and documentation submitted[ The Roof R-49 Roof includes; credit, for -a Radiant'Bairier that'is Continuous`meeting eligibility and installation criteria as:specifted in Residential. Appendix RA4:2.2: The. Roof R-49 Roof Concrete Trle,,(101i1sq Roofing 11150, Vent Area 50% of'Vents Located High requires verification. _f s HE! rREG A a, Itemi c to A N, e_ ate ;- tns e a com leted CF 4R form'for eae of the measures listed -below forTfinal to be given. The Coolin9 S stem Cahlcar 24ANS760A-30,includes ,creditI& a 13.0"EER Condenser. A certified HERS rater must field verity, the installation Y Corp.rp of the correct Condenser EnergyPro 5.1 by Ene oft User Number. 650.1 RunCode: 20 4-01-28T07c54:34 ID: 13-1727 Pace 2 of 5 Reg: 214=N0007795A-000000.000-000.0 Registraton'Date/Time: 2014/01/31 13:32:53 HERS Provider,: Ca10ERTS, Inc F Electronically Filed by Andresen Architecture,, Inc and Authenticated at Ca10ERTS.com - 1/31/2014 Electronically Signed at Ca2CERTS.com by Samuel .Kaputchyan (Home .Owner Builder) 1/31/2014 PERFORMANCE CERTIFICATE: Residential Part 3 of 5 CF -1 R ProjecrName Building"Type m Single Family ❑ Addition Alone. Date Lot 2 O Multi Family O Existing+ Addition/Afteration 1/2812014 ANNUAL ENERGYUSE SUMMARY Standard Proposed Margin TDV kBtu/ftz- r Space Heating 2.50 3.95 -1.45 Space Cooling 50.46 45.52 4.94 Fans 9.78 13.98 -4.20 Domestic Hot Water 8.25 5.80 2.45 Pumps 0.00 .0.00 0.00 Totals 70.98 69.25 1.74 Percent Better Than Standard: 2:4 % BUILDING COMPLIES - HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: (N) 0 deg Ext. Walls/Roof Wall Area Area Numberof Dwelling Units: 1.00 (N) 420 109 Fuel .Av.ailable at Site: Natural Gas (E) 690 213 Raised Floor Area: 0 (S) 700 263 Slab on Grade Area: 4,422 (INJ 1,060 214 Average Ceiling Height: " _; ' 10:0 Roof 4,422 0 ,Fenes#ration Average Wrd.ctor: 0.39 TOTAL: 799 Avera adSHGC':' 0.37 Fenestration/CFA Ratio: 18.1% REMARKS' ip -E F. r STAT_EMENT`OF COMPLIANCE This=certificate of complianceal(sts the building features and specifications needed to comply with Ti1le'24; Parts q1; he Administrative Regulations and ,Part 6 the ,Efficiency Standards of the'Califo- mia Code of Regulations. The documentation author hereby certifies that the documentation is -accurate and complete. Documentation Author Company Andresen Architecture, Inc 1!282014 Address Name -City/State/zip-City/State/zip Phone Si ned Date The individual with overall design responsibility hereby certifies that the proposed building design represented 'in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with. this permit application, zes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installati " Npno-�ildwnc,er}vp, o squire installer testing and certification and field verification by an appro %S ra ILDING & SAFETY DEPT. Designer or Owner (per Business &'Professions Cod) APPROVh® Company FOR CONSTR CTION Address 17087.Orange Way Name Andresen A. , itecture, Inc. City/State/Zip Fontana, CA 92335 Phone 909-355-66 BATE (LO � led License Date B EnergyPto 5.1 by EneraySoft User Number: 6501 RunCode: 201 1-28T07:54: ID: 1 Pace 3 of 5 Reg: "214-N0007795A-000000000'-0000 Registration Date/Time.: 2014/01/31 13:32-:'53 HERS Provider: CalCERTS, Inc f Electronically Filed by Andresen Architecture, Inc and Authenticated at Ca10ERTS,.com -,1/31/:2014 Electronically Signed at Ca10ERTS,.com by Samuel Kaputchyan (Home Owner Builder) 1/31/2014 CERTIFICATE' OF COMPLIANCE: Residential 'Part 4 of 5 CF -1 R Project Name: Lot Building_ Type m Single Family ❑ Addition Alone 1 ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1112812014 OPAQUE SURFACE DETAILS' Surface IU- Insulation Joint Appendix Type Area ,Factor Cavity. I Exterior Frame Interior 'Frame Azm Tilt Status 4 Location/Comments Roof 4;422; 0.019 R-49, 0 18 New 4.2.1-A23 SFR Slab 4,4221 0.730 None 0 180 New 414.7-A1 SFR' Wall 4371 0.074 R-19 180 90' New 4.3.1-A5 SFR :Wall 477 ' 0.074 R-19 90 901 New 4.3.1-A5 SFR Wall 846, 0.074 R-19 270 90 New 4.3.1-A5 SFR Wall 263 0.074,R-19 0 90 New 4.3.1-A5 SFR Door 48 0.500 None 0 90 New 4.5.1-A4 SFR FENESTRATION -SURFACE DETAILS. ID Type Area U -Factor SHGC Azm Status Glazing Type. Location/Comments 1 Window 263.0. __ 0 390: ORG 0.37 NFRC 180 New ;Sierra Pacific Windows :& Doors SFR :2 Window 213:0` 0:390 `NERC 0.37 NFRC. 90 New Sierra Pacific Windows & Doors SFR 3 ", Wmdow,;;:,; 214:0' 0.390:'NFRC 0.37 NFRC 270, New Sierra Parc Windows,& Doors .SFR 4 ` , Window ;109.0' 0:390 NFRC 0.37 NFRC 0 'New Sierra Pacific Windows & Doors SFR yy -I', me 91 ` - hLc v. iSt -� -�s_- ✓�& $� �'- ' k — is (:1) 'U -Factor Type _: 116-q`-:DefaultTable from Standards;: NFRC= Labeled Value (2) SHGC Type: 11frB=.,Default Table from Standards,, NFRC = Labeled'Value EXTERIOR SHADING DETAILS - Window ID Exterior Shade Type SHGC Hot Wd Overhang Left Fin Ri ht. Fin Len Hot LExt REA Dist Len iHat Dist Lem Flat 1 Bug Screen 0.76. 8:0 6.0 10.0 0.1 10.0 10.0 2 Bug Screen 0.76 8,0 6.0 1.0 0.1 2.0 2:0 3 Roll -down Blind or Slats 0.13 6.8 6.0 1.0 0.:1 2.0 2.0` 4 lBug Screen 1 0.76 6.8 6:0 6.-0 0.1. 6.0 6.0' EhergyPro 5.1 by?EnergySoft User Number.* 6501" `RunCode: 201401-28T07:54:34 ID: 13-1727 Page 4 of 5 Reg: 214-N0007795A-000000000-0000 Registration Date/Time: 2014/01/31 13:32:53 HERS Provider: Ca10ERTS, Inc Electronically Filed by Andresen Architecture, .Inc and Authenticated at Ca10ERTS.com - 1/31/2014 Electronically Signed at CalCERTS.com by Samuel Kaputchyan (Home Owner Builder) 1/31/2014 CERTIFICATE OF COMPLIANCE:. Residential -Part 5 of 5 CF -1 R Project Name Lot 2 Building Type 0 Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1112812014 BUILDING ZONE INFORMATION System Name Floor Area Zone Name. New Existin Altered Removed Volume Year Buift Res HVAC One Story 4,422 44;220 Totals 4,4221 0 0 HVAC SYSTEMS System Name 2!yL, -.Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status Res: HVAC 5. ;Central Furnace 94% AFUE Split Air Conditioner 16.5 SEER Setback New i' " • _ __ a N. HVACDISTRIBUhTION ,, :; �' „�r -asPk'rolre. if.- fi ..W.JF ;. ;. 3yS"-� Qa° S stem Name Hea In Coolir - Duct:Location R -Value Tested? Status Res HVAC Ducted: Ducted Attic, Ceiling Ins, vented 6:0 ❑ New ❑ 13 WATER HEATING SYSTEMS S stem Name Qty. Type Distribution Rated Input Btuh Tank Cap. al Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status Takagi T.K2 2 Instant Gas Kitchen Pipe Ins 175,000 0 0:85 n1a n/a New MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water'Piping Length ft � f ,O o u l �' Lie Pipe iameter In Thick. Thick. HP Plenum .Outside BuriedR-iTy.QWJA- 133 ILDINIG &SAFETY DEPT ❑ rn -,-in ry , ❑ sou u ❑ 1 1 1 13 EnergyPro 5.1 by EnergySoft User Number., 6501 RunCode: 2014 -2 TO : :34 10[1341727 Paae 5 of 5 Reg: 214-N000.7795A-0000.00000-0000 Registration Date/Time:, 2014/01/31 13:32:53 HERS Provider: Ca10ERTS, Inc