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9911-044 (SFD)LICENSED CONTRACTOR DECLARATION I 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 # Lic. Class Exp. Date 746718 B Date Signature of Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is riot intended or offered for sale (Sec. 7044, Business & Professionals Code). (,�)} I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business& Professionals tcode). ( ) I am exempt under Section B&P.C. for;this.,reason Date !X. 60 Signature of Owner WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: 'jttjhave and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ( ) I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier & policy no. are: Carrier STATE MD Policy No. 1502929 (This section need not be completed if the permit valuation is for $100.00 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 the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those p?V.isions..q Dater })Nf 'elf) Applicant— Warning: (. Warning: Failure to secure Workers' .Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $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. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his 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 of this applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the above-mentioned property for inspection purposes. '°w lta� Signature (Owner/Agent) ! j. � � Date JJ*BUILDING PERMIT PERM'T# DATFJ_��' VALUATION LOT 9911.-044 TRACT JOB SITE APN ADDRESS 54 .A.V LMA ,1311M IMAM 774-225-013 OWNER CONTRACTOR / DESIGNER / EN (NEER ROBERT & POPPY OATEN FM RP.CO23;�'rATIMON SPECIAL: MIS PO BOX 252 431021,30 RIP, Ur M10 92201 ice; •'i � LA Q17INTA CA 122$3 PAI M DR,91R.T' CA 92..2.`x5- (760)217.8841 Ci U$ :6038 USE OF PERMIT 817GIZ )+'A1b31L1rDWEl.i.: NG a , S?D . PERMIT DOES NOT 114CLUDE BLOCK WALL OR PO>v71,. TRACT CONSTRUCTION Z951100 SF PORCH/PAT10 90.00 SF OARAWCARPORT 795.00 SF 5 FT. WOOD FENCE 300109 LF =7.1"T" C09T OF CO.1`T5':tRi7C�'.0011T PnU.1:TT PER 5WINMARV C011STRUCTION FEE 101.000.4.18-000 $919.50 PLAN CHECK FEE 101-000-43 9-.31 g $186.'74 MECHANICAL FEE 101.000-421.000 1111.30 ELECTRICAL PEZ 1f11-000420-000 $I9'1.69 PLUMBING FEE 101.000.419-000 $205.00 STRONO MOTION FLEE • RES1'D 101.000-241-000 $17.96 GRADINO F.ER 101.000.423.000 $20.00 DEVELOPER !MPACT F'EE $1,937.00 PRECISE PLAN 101-000.441-345 $100.00 ,ART .IN PUBLIC PLACES • RIMIr.701-000-255-000 $198.92 PER MOSIT 101.000-439-318 4250.00 SUB TOAD. CON9TRUMION AND PLAN C ECIC - $4,461.:31 LESS E-PAIDFEES 4250.00 250.00 !'(Yr -AL ..,.- _NQ7 AT2-49.31 RECEIPT I DATE DATE SLED/ )INSPECTOR INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Roof Deck 0. K. to Wrap � Exhaust Fans F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath ST Drywall - Int. Lath Final Final BLOCKWALL APPROVALS POOLS - SPAS Steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines 1j Q_V C� Neater Final Water Piping d' Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection — —Ob Encapsulation Gas Piping Gas Test Appliances Final Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G. F.I. Smoke Detectors Temp. Use of Power Final O Utility Notice (Perm) em COMMENTS: ^'N�l'✓L.i,,=rrte+'.' W «c+- - Y�Nip �1 riv�.�,i.K...x•yq�fe'riuA/ P.O. BOX 1504 APPLICATI Building //. 78-495 CALLE TAMPICO Address o VEi alP�-1U�i� QUINTA, CALIFORNIA 92253 1 v.rr�.n "^f —1r m` —/_ 1 1 BUILDING: TYPE'CONST. OCC. GRP. Mailing �i Address, 52 /. -77� - /08Ux A.P. Number - 2:215— 014 City �/ >rZ` 420 N T Zip �� Tel. Legal Description 9' 4 ✓ _� .rq?t�t � t--7.,,aL1"a Project Description "'q_adz�F 0, `CI:_ ''rip � _D. _. State Li City ..� & Class if.S1�' Lic. # Sq. Ft. No. No. Dw. Size k .�.G Stories Units Arch., Engr., Designer New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ I{ Address Tel. i City Zip State Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I Estimated Valuation I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a f permit to thconstruct, after, improve, demolish, or repair any structure, prior to 'its issuance also requires e applicant for such permit to rile a signed statement that he is licensed pursuant to PERMIT AMOUNT the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that. he Is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by 'any applicant for a permit Plan Chk. Dep. CIO subjects the applicant to a civil penalty of not more than five hundred dollars (8500). Plan Chk. Bal. 1 I- I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and Const.' Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, Mech. provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden Electrical of proving that he did not build or improve for the purpose of sale.) [II, as owner of the property, am exclusively contracting with licensed contractors to con- Plumbing sirucI the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law doesnot apply to an owner of property who builds or improves thereon, and who contracts for S. M. 1. t such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) Grading i i 7 I am exempt under Sec. 8. 8 P.C. for this reason Driveway Enc. Date Owner I Infrastructure ' 1 i WORKERS' COMPENSATION DECLARATION I I hereby affirm that I have a certificate of consent to self -insure, or a certificate of I Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No: Company n Copy is filed with the city. O Certified copy is hereby furnished. TOTAL CERTIFICATE OF EXEMPTION FROM REMARKS WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less.) - I certify that in the performance of thg work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT: If, after making this Certificate of Exemption you should become ZONE: BY: subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line CONSTRUCTION LENDING AGENCY Side Street Setback from Center Line I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Side Setback from Property Line Lender's Name Lender's Address FINAL DATE INSPECTOR 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. Issued by: Date Permit I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives -of this city to enter the above- mentioned property for inspection purposes. Validated by: Signature of aQplicant Date Mailing Address Validation: City, State, Zip WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION Notice: Document Cannot Be Duplicated Date 4/11/00 Desert Sands Unified School District 47-950 Dune Palms Road La Quinta, CA 92253 760-771-8515 CERTIFICATE OF COMPLIANCE APN # Not Available* No. 20275 Jurisdiction La Quinta Owner NameRobert & Poppy Owen Permit # No. 54-038 Street Avenida Bermudas Log # city La Quinta Zip 92253 Study Area Tract # Type of Development Comments Lot # Square Footage 2951 Single Family Residence No. of units 1 *Merged lot no APN provided. At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures or replacement mobilehomes. It has been determined the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of 2.05 X 2,951 or $ 6,049.55 the property listed above and that kuVftg,. permits and/or Certificates of Occupancy for this square footage in this proposed project may w b�jssued �a Fees Paid By CC/Wells Fargo & Co. -Poppy Owen lefephonew760= Name on the check By Dr. Doris Wilson Superintendent ' Fee collected /exempted by Ellen Patino Payment Received $6,049.55 A , - Check No. 7377002263 Signature NOTICE: Pursuant of Assembly Bill 3081 (CHAP 549, STATS. 1996) this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which the buliding or installation permit for this project is sssued or on which they are paid to the District(s) or to another public entity authorized to collect them on the Distriet('s)(s') behalf, whichever is earlier. Collector: Attach a copy of county or city plan check application form to district copy for all waivers. Embossed Original- Building Dept./AppGcant Copy - Applicant/Receipt Copy - Accounting RC District - Planning Review Form This form is to be used by CDD staff for review of single family dwellings in the RC (Cove Residential) District, in order -to determine the applicability of compatibility issues or need to require the filing of Master Design Guidelines by the applicant. It shall be transmitted to Building & Safety as your correction list. Please attach additional explanations as necessary. APPLICANT: Robert & Poppy Owen PROJECT ADDRESS: 54-038 Avenida Bermudas APN: 774-229-0.14 013 LEGAL: LOT--! _&j BLOCK2�3 , UNIT S.C. @ V.L.Q. CK'D BY: Stan Sawa BIN N0:. CASE NO. '99-152 ..CHECK -DATE: C0 A Inform the assigned Building plan checker upon your. assignment to this case. The CDD Executive Secretary maintains a log book to track applications and. assign case numbers. REOUIRED ITEM Y' N COMMENT/CORRECTION .. !:::w;::::.i>,...•;}??�.Xi,.......?.,; ...: ...\. .....:.:\?• \:.v.. .A••: ?: ii:'ii•:Lv; :.w. \Oiti:.iY.:?x..h,,,, \;: n;?, `;n .,i:" ^.�\; v::. •: 4:?fi\.;?? \: r.:\.vti�"�� :< . .: ?.,,::...,, i>C.', .' ..: .,•. ate• Case logged and number assigned Verify legal and APN information Consistent with MDG on file las applicable) A MDG filing required (5+ filings since 9/3/98) N Consistency'with-street/sur•(aunding area: - Colors Materials .Architecture . e4m(or Gobr saI (� J OTHER REOUIREMENTS: ' C C4(6e E7:7:-- E_ ---:: ply, ov -bo lssuanGe. o Nn,b Vey' PhY- Y1AP�"a, - -AA - 6 2 15. Veto The zoning code, architectural and landsca ing manuals, .arid/or assigned Inspectors Quid be consulted where uncertainties arise. The completed checklist shall be maintained in the Building'& Safety address *file. 1,. y APPROVED BY COMMUNITY DEVE COMMUN BY. .,� LOPMENT DEPT EXHIBIT LsDATE �� �� 99 CASE N0. c "�99-36 Z EXHIBIT A LOTS 3 AND 4.IN BLOCK 293 OF SANTA CARMELITA AT VALE LA QUINTA UNIT NO. 27, IN THE -CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN BY MAP ON FILE IN BOOK 19 PAGE 82, RECORDS OF RIVERSIDE COUNTY-, CALIFORNIA; EXCEPTING THEREFROM THAT PORTION OF SAID LOT 3 MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST NORTHERLY CORNER OF SAID LOT 3, BLOCK 293; THENCE SOUTH 51 DEGREES 17' EAST, ALONG THE NORTHEASTERLY LINE OF SAID LOT, 164.90 FEET, TO AN ANGLE POINT IN THE EAST LINE OF SAID LOT; THENCE NORTH 72 DEGREES. 50' 03" WEST, A DISTANCE OF 53.69. FEET; THENCE NORTH 44 DEGREES 53' 0.1" WEST, A DISTANCE OF 51.20 FEET; THENCE NORTH 38 bEGREES 561 -49" WEST, A DISTANCE OF 65.60 FEET, TO THE POINT OF BEGINNING. SAID LEGAL DESCRIPTION CONFORMS TO APPROVED PARCEL MERGER #'99-362 AS APPROVED BY THE CITY OF LA QUINTA. IIl11111!141iIII�YIIBIIIIIIII11hIII�Iillillll!lil •'�':•;n''�• T. R. A. 020-0/5 oto -089 PORN //2 SEC. /3 T. 6S R. 6E. THIS MAP IS FOR 77422 020- 046 020- 096 - ASSESSMENT PURPOSES ONLY 25-61 020-050 17 OA TE OL -DAV JV NO e/69 3_/5 ll3_?7 • rPiL7 ?6, P7 /!/09 6,7 2aI-2 N,/1 loo /2/6, = OA TE OL -DAV JV NO e/69 3_/5 ll3_?7 • rPiL7 ?6, P7 /!/09 6,7 2aI-2 N,/1 Lrr-t /2/6, = rr/_26 5/9/ 3,6 225-17 6.96 223-2 2e 223-I1 29 113-2 30 OA re" I OLD Nn 1 mri Mr. 4/63 '22XN,201 23 I T. 25.3 9 P25-// I 225-1,/0 P25-12 :2/65 23-I//2 6/66 225-e 1 223-R /5.16 lom u-n.rt 25 5/e9 4-1.,P /O 6/ea 2z4 -e a,/? 17,11 24-/5 9, /2Z24•/1 5e Se 020 - 062 020-069 ) 020 - 07- � 5 D9 ^50•E o �'-�— CALLE I 2Go sr C-. CHILL ON ° SM—L—N.7-p- a9.55o YM r 24®° l3 / 30 24Ol P, 11 / °' 22© Po ® / ° 9Q22Ac °Q 2 �1 3e 3° 0.33E o. /)ac/D /fie 304Q 23 /4 2 020-096 N 2203 l5 3 nef ofo•oso ✓ULT 1967 o av D : N � J ?24®3 a s6 05 as.z� -er 6@ e a° `Ta Q.26Ac1 v° 7 5�! 0 4p0 8 8'i n 5 e 9�-i6S OA rA LLA e9-064 PM B9 /r0 PM e9-167 PM 09.ZO2 WA W /8 W °W ASSE.SSuR'S MAP BK. 774 PG. 22 RIVERSIDE COUNtY, CAL/F. sK h 2/ O /6 4 I Z/ U 4 /S ! a 1 �:l v.v C nev om-o° h 20 05 0PO-052 /7 5 ti 41 20@ @ 5 "°o C, 18 05 @5 ,dp^ifll .TRI 0.23E /9 ® @ 6 - 0.23Ac.+ 6 % o h� /7 © lB 6 C ti� °j ` '' o� N /8 /g 7 /B Q 7 p, /6 7 7 �h Q 7RA 090-069' TRA OPA -O d0 /7 © ® 8. 170 /B 8 h 15 O 8 TRI 020.06? TRI 020-Oer /00 020-096 Q 7Ai6 Olo• 94.sO 3o h 150 ©/O ' Q ? /5 O9 /O TRA 020-069 Z j Q /3 /p C TRA 010-076 Z Ll m /4 // TR4 020. 06r 0// o /4 2( // ° 12023Ac� �g 0 IRI o20 -016 6n +F2 rRA OPO -C69 So ° /3 /2 0 12 y /3 ®/2 yT. h bo•O/ 7v.99 9' J`9 8v.e/ X9.99 � 36 S� / I — n CALLE Seose9^aa m a MADR/D �r /29/— ¢ —✓/ 5 25 SANTA CARMEL/TA AT VALE LA OU/NTA UN/T NO.27 MB 19/82 ✓ULT 1967 o av D : N � J ?24®3 a s6 05 as.z� -er 6@ e a° `Ta Q.26Ac1 v° 7 5�! 0 4p0 8 8'i n 5 e 9�-i6S OA rA LLA e9-064 PM B9 /r0 PM e9-167 PM 09.ZO2 WA W /8 W °W ASSE.SSuR'S MAP BK. 774 PG. 22 RIVERSIDE COUNtY, CAL/F. sK O� • `O - • I,IIi�� u S - OF tN�' PUBLIC WORKS CLEARANCE LETTER Prior to issuance of a building permit, -you will be required to obtain- clearance from the Public Works Department for one, or more, of the following: 1. Verification that rough grading is complete, and the pad elevation certifications prepared -by a licensed surveyor, or engineer, are on file in the Public Works De artment _ 2: Verification that infrastructure improvements and other required tract -improvements-,;,- ; are complete, or sufficiently advanced to warrant building permit issuance.'-,,-,.' - •3. Prepare an engineered grading plan that provides for on -lot storm water_ retention; , and have it checked and approved by the Public Works Department;:. : • Tract 26524 (Estancias)= `sn • Tract 26769 (Mountain View Estates) ..� •^JKv . .i� : 4 y f 4. Prepare an engineered grading plan that provides for building pad grading. in accordance with the existing soils report and tract grading plan; and - have it `•:;`:r_ -ii checked and approved by the Public Works Department. ` `? • Tract 28034 ( South Valley Estates) zy '`s FOR INTERNAL USE BY PUBLIC WORKS DEPARTMENT '- •-.,•?Y*` -' c n� COMMENTS: TRACT: LOT: - •r �w�` �'' K PUBWORK AUTHORYZA TION DATE F.%PWDBT0000S%FORMSIPW G.EARANCE LETTER u ; P.O. Box 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 December 2, 1999 Mr Robert Owen PO Box 252 La Quinta CA 92253 (760) 777-7000 (TDD) (760) 777-1227 SUBJECT: PARCEL MERGER 99-362; APN's 774-225-013 & 014 The Community Development Department has reviewed the above referenced application, and provides this letter to advise you of its approval. Enclosed is an original grant deed (to be recorded), along with an approved copy. Also enclosed are approved Exhibits A, B, and Site Plan for this merger; these items and your new grant deed must be filed for recordation by Riverside County, along with a copy of your existing deed(s) to the property. A copy of the revised, recorded grant deed must be submitted to the Community Development Department along with any future permit application(s). Please be aware that, as the property owner, it is your responsibility to record these documents. The City cannot file them for recordation on your behalf as we do not have any ownership interest in the property. The Riverside County Recorder's office can be reached at 909-486-7000. Enclosed is a letter to the County Recorder verifying approval of the merger by the City, and requesting its recordation. There are utility agencies which may have easements affected by this approval. The City has approved this merger based on zoning compliance and correctness of the property descriptions. Any potential conflicts with recorded utility easements should be investigated prior to any construction. By execution of this approval; the applicant agrees to indemnify, defend, and hold harmless the City of La Quinta from any legal claim or litigation arising out of the City's approval of this parcel merger.. During research on past activities on this property, our files show that a prior merger and a lot line adjustment were apparently filed and recorded against this property under Instrument #65277. However, it appears that the merger did not record, and that the.lot line adjustment did not record properly, in that it created a non -buildable parcel (774-225-015). This parcel shows ownership vesting to Richard and Robin Fuller. The northern adjacent parcel at 54024 Avenida Bermudas has structural improvements which encroach onto the Fuller property, which was the reason for the original lot line adjustment. C AW rkgrp\Letters\mgr99362.wpd In order to rectify this situation, this Department has determined that a parcel merger application needs to be filed for these two properties. You will need to contact the Fullers and make arrangements to file the application. A copy of this letter is being sent to them at the following address: Richard D and Robin L Fuller PO Box 445 Silt, CO 81652 If you have any questions, please contact me at 760-777-7069. Very truly yours, JERRY HERMAN COMMUNITY DEVELOPMENT DIRECTOR Wallace Nesbit Associate Planner W N/wn encl. c: Richard D and Robin L Fuller Greg Butler, Building & Safety Departmenf/ Files: Parcel Merger 99-362, Parcel Merger 85-014, Lot Line Adjustment 85- 019; Address files 54024 and 54038 Avenida Bermudas CAWrkgrp\Letters\mgr99362.wpd EXH I BIT V CERTIFICATE OF PARCEL MERGER N0.99-362 Existing Parcels Record Owners Assessor Parcel Numbers Robert J. Owen 774-225-013 Robert J. Owen 774-225-014 Legal Description of Merged Parcel LOTS 3 AND 4 IN BLOCK 293 OF SANTA CARMELITA AT VALE LA QUINTA UNIT NO. 27, IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN BY -MAP ON FILE IN BOOK 19 PAGE 82, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; EXCEPTING THEREFROM THAT PORTION OF SAID LOT 3 MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST NORTHERLY CORNER OF SAID LOT 3, BLOCK 293; THENCE SOUTH'51 DEGREES 17' EAST, ALONG THE NORTHEASTERLY LINE OF SAID LOT, 164.90 FEET, TO AN ANGLE POINT IN THE EAST LINE OF SAID LOT; THENCE NORTH 72 DEGREES. 50' 03" WEST, A DISTANCE OF 53.69. FEET; THENCE NORTH 44 DEGREES 53' 01" WEST, A DISTANCE OF 51.20 FEET; THENCE NORTH 38 DEGREES 56' 49" WEST, A DISTANCE OF 65.60 FEET, TO THE POINT OF BEGINNING. APPROVED BY COMMUNITY DEVELOPMENT DEPT BY DATE ///-702 9 9 EXHIBIT CASE NO. 6�ci: EXHIBIT B CERTIFICATE OF- PARCEL MEAGER NO.99-362 F'. 0 ;Jy0 ,° oov9°' A W /8 ao� Q b i a7.9? _/ 020- 096 1.91 $-27, • /6 '�33. /3 0.33A&.<,4 h 2 h 22 le0 5 /3 6 /7 s Q.26Act if 0 N l5 Q\� �W ro NTS. PSE L. MERG" 99.3&2. DEPARTMENT USE ONLY Record Owner Robert—a1 Owen This Certificate of Parcel, Merger No. is Address PO Box 252 La Quinta 92253 hereby approved fvlap Prepared By La Quinta CDD By Address PO Box 1504 La Quinta 92253 Title Accnr Planner Area/District NTA Date 11/30/99 SITE -FLAX CERTIFICATE OF PARCEL MEAGER NOG39�z PPROVEI BY COMMUNITY DEVELOPMENT DEPT %/30 Y DATE /9 g C\ \ \ r/df� . XHIBIT 4 ASE NO. \ A4, 7—S Z R.owdOwrw RdQ&RT J, OWE -,&J 140oSF: �5206?,fr Mw Pfwamd ByAddreft J��N HAC,4�ER. &a" /vo Amnwfs Pw Nn 77/ZL .� 2 Jr o���4 7-7//*2 2 5'0 13' -,3 I r Tl J �^ \-2 i - - • ' !mu•22'IYy A4, 7—S Z R.owdOwrw RdQ&RT J, OWE -,&J 140oSF: �5206?,fr Mw Pfwamd ByAddreft J��N HAC,4�ER. &a" /vo Amnwfs Pw Nn 77/ZL .� 2 Jr o���4 7-7//*2 2 5'0 13' -,3 EXHIBIT A APPROVED BY COMMUNITY DEyEIOPMENT D 8Y V� EPT EXHIBIT DATE « 7v 99 CASE N0. ,�,�-1� AL .,�"C") LOTS 3 AND 4 .IN BLOCK 293 OF SANTA CARMELITA AT VALE LA QUINTA UNIT _ NO. 27, IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN BY MAP ON FILE IN BOOK 19 PAGE 82, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; - EXCEPTING THEREFROM THAT PORTION OF SAID.LOT 3 MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT.THE MOST NORTHERLY CORNER OF SAID LOT 3, BLOCK 293;., THENCE SOUTH 51 DEGREES 17' EAST, ALONG THE. NORTHEASTERLY LINE OF SAID LOT, 164.90 -FEET, TO AN ANGLE, POINT IN THE EAST LINE -OF SAID LOT; THENCE NORTH 72 DEGREES. 50' 03" WEST, A DISTANCE OF 53.69 FEET; THENCE NORTH 44 DEGREES 53' 0-1" WEST, A DISTANCE OF 51.20 FEET; THENCE NORTH 38 DEGREES 56'49" WEST, A DISTANCE OF 65.60 FEET, TO' THE POINT OF BEGINNING. SAID LEGAL DESCRIPTION CONFORMS TO APPROVED PARCEL MERGER #99-362 AS APPROVED BY THE CITY OF LA QUINTA. 9 EXHIBIT A CERTIFICATE OF PARCEL MERGER N0.99-362 Existing Parcels Record Owners Assessor Parcel Numbers Robert J. Owen 774-225-013 Robert J. Owen 774-225-014 Legal Description of Merged Parcel LOTS 3 AND 4 IN BLOCK 293 OF SANTA CARMELITA AT VALE LA QUINTA UNIT NO. 27, IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN BY MAP ON FILE IN BOOK 19 PAGE 82, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; EXCEPTING THEREFROM THAT PORTION OF SAID LOT 3 MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST NORTHERLY CORNER OF SAID LOT 3, BLOCK 293; THENCE SOUTH 51 DEGREES 17' EAST, ALONG THE NORTHEASTERLY LINE OF SAID LOT, 164.90 FEET, TO AN ANGLE POINT IN THE EAST LINE OF SAID LOT; THENCE NORTH 72 DEGREES 50' 03" WEST, A DISTANCE OF 53.69. FEET; THENCE NORTH 44 DEGREES 53' 0'1" WEST, A DISTANCE OF 51.20 FEET; THENCE NORTH 38 DEGREES 56' 49" WEST, A DISTANCE OF 65.60 FEET, TO THE POINT OF BEGINNING. ' APPROVED BY COMMUNITY DEVELOPMENT DEPT BY DATE //2/70/99 EXHIBIT CASE N0. EXHIBIT B CERTIFICATE OF- PARCEL MEAGER N0.9_ 9a W iB 1V U 020 - 096 /Z . /3 - W .,, b° 0.33Ao< J� 36 � � o �C4 N Lto5ACv V N ° , J 22 ti NTS. A. y 14� 5 y �o �o 3° '5'* �7 yg.4 a Q.26Ac f tt 9 ? 7 c,'► ,,5ifb 0 r PARc9 L �P4 0 l7ERGl�cR B 99.32 ,oZ DEPARTMENT USE ONLY Record Owner Robert J Owen This Certificate of Parcel Merger No. is Address PO Box 252 l a Ouinta 92253 hereby approved Map Prepared By La Ou i nta CDD By .- Address Address PO Box 1504 La Qui nta 92253 Title A¢,;nr _ Planner Area/District _ N /a Date 11/30/99 SITE PLAN CERTIFICATE OF PARCEL MEAGER N0. �9�z PROVED BY COMMUNITY DEVELOPMENT DEPT \ Ra- Y`� .� DATE XHIBIT s,,—f. P� `.;���.`. •:�;,.c �;�dar ASE N0. 1 Rica AOwner RoaEie 7 J, o w.F-�. _lfovS, �920s , fr Mm wed er Aften . Jn�N Assommh ftn* Na 7`7� 2 2 5 0/4-4 7-///42 2 r•� `F. tP • a • N _ Z •t �oo'zr�s•� •.. � t Rica AOwner RoaEie 7 J, o w.F-�. _lfovS, �920s , fr Mm wed er Aften . Jn�N Assommh ftn* Na 7`7� 2 2 5 0/4-4 7-///42 2 A". to Od A -M, N f L YOUNG ENGINEERING SERVICES *Engineering •Architecture•Surveying• Building & Safety Services Letter of Transmittal To: City of La Quinta Date: Project: PC #9911-016 (3rd check) Owens Residence Attn: Greg Butler W. 0.: Tel Tract No.: No.. We areforwarding: By Messenger By Mail x Your Pickup No. of Copies 1 Description: Plans (2"d submittal) Plans (3'd submittal) T-24 Truss calculations Comments: Greg — All comments have been addressed, "OK" to issue permit. This Material Sent for: Your Files X Per Your Request Your Review' Approval Checking At the request of: Other By: John W. Thompson Phone # 760-342-9214 47-159 Youngs Lane • Indio, CA 92201 • (760) 342-9214 *Bron Young • f r w mss, . l<::••.II �<„�':. . March 23, 2000 Mr. Tom Hartung — Building Official City of La Quinta — Department of Building and Safety 78495 Calle Tampico La Quinta, California 92253 STRUCTURAL ENGINEERING CONSULTANT 54-625 AVENIDA BERMUDAS. LA QUINTA CALIFORNIA 92253 760.564.0884 PHONE 0 208.361.5447 E -FAX r SECONSULTANT@EARTHLINK. NET Regarding: Roof Truss Calculations for Owens Residence (Houston Lumber 12/17/99) Dear Tom: I have reviewed the attached truss calculations provided by Houston Lumber Company. There are some dimensional issues that Houston has been made aware of. This resulted in a discrepancy from changes that were made to the architectural plans which were we were not alerted to. The architectural drawings have subsequently been corrected to match the structural and Houston will correct the truss calculations to conform with the structural drawings. I am submitting the set of calculations by Houston which are not dimensionally correct. I would hope that Ms. Owens will not be penalized by delaying issuance of the permit so she can begin grading and foundation work. The discrepancy has been resolved and we are currently waiting for Houston's final truss package. The truss package, with the exception of the dimensional changes noted, have been reviewed and found to be in compliance with the intentions of the structural drawings. All details on the structural plans have been revised in such a manner to insure proper shear transfer from roof to foundation. Sincerely, Dennis S. Wish PE Structural Engineering Consultant DENNIS S. WISH N0. C-041260 C. *!\CEVILI STRUCTURAL ENGINEERING FOR • CUSTOM HOMES • REMODEL • COMMERCIAL • LIGHT INDUSTRIAL • SEISMIC RETROFIT & REPAIR • UNREINFORCED MASONRY • RETAINING WALLS & FOUNDATION • REPORTS: Frcm: Dennis S. Wish (208) 361-5447 To: Steve Traxel Date: 8/11/2000 Time: 4:08:22 PM Page 2 of 3 STRUCTURAL ENGINEERING CONSULTANT I 54-625 AVENIDA BERMUDAS. LA QUINTA CALIFORNIA 92253 760.564.0884 PHONE • 208.361.5447 E -FAX IM !! STRUCTURES@ENGINEER.COM August 11, 2000 Mr. Steve Traxel — Building Inspector Department of Building and Safety 78-495 Calle Tampico La Quinta, California 92253 Regarding: Poppy Owens Residence —Avenida Bermudas, La Quinta Dear Steve: In compliance with UBC Section 1702, a structural observation was performed on August 9, 2000 at 4:00 PM. An inspection was performed for the load path elements including-, shear panel type and nailing, shearwall to roof connections, blocking, drag and strap connections, general framing (in conformance to conventional framing standards) and mechanical anchorage. Excerpt from 1994 Uniform Building Code Section 1702 — Structural Observation: Structural Observation shall be provided in Seismic Zone 3 or 4 when one of the following conditions exists: ' 1. The structure is defined in Table 16-K as Occupancy Category I, II or III or, 2. The structure is required to comply with section 403, or 3. When so designated by the architect or engineer of record, or 4. When -such observation is specifically required by the building official. The owner shall employ the engineer or architect responsible for the structural design, or another engineer or architect designated by the engineer or architect responsible for the structural design, to perform structural observation as defined in Section 220. Observed deficiencies shall be reported in writing to the owner's representative, special inspector, contractor and the building official. The structural observer shall submit to the building official a written statement that the site visits have been made and identifying any reported deficiencies which, to the best of the structural observers knowledge, have not been resolved. X The structure was found to be in conformance with the design details, framing plans and structural notes. The engineer responsible for the structural design has certified to the best of his knowledge that the building complies with the design, drawings and details for the lateral resisting system. ❑ Structural corrections have been made and confirmed by the engineer responsible for the structural design on . This letter shall be submitted to the building official to certify that compliance with Section 1702 and Section 220 of the 1994 Uniform Building Code and previous deficiencies have been corrected. The engineer certifies to the best of his knowledge that the structural deficiencies have been resolved and are in conformance with the intentions of the l structural design, drawings and details. CTRUCTURAL ENGINEERING FOR • CUSTOM HOMES • REMODEL • COMMERCIAL • LIGHT INDUSTRIAL • SEISMIC RETROFIT & REPAIR • UNREINFORCED MASONRY • RETAINING WALLS & FOUNDATION • REPORTS: DAMAGE ASSESSMENT • NEW ROOF • INSURANCE CLAIM • DENNIS S. WISH P.E. HAS BEEN MEMBER OF THE STRUCTURAL ENGINEERS ASSOCIATION OF SOUTHERN CALIFORNIA SINCE 1983 Fran: Dennis S. Wish (208) 361-5447 To: Steve Traxel Date: 8/11/2000 Time: 4:08:22 PM Page 3 of 3 Page 2 ❑ The following deficiencies were identified. Corrections shall be made before framing inspection is complete and final wrapping is approved. Where remedial design work is required, contact the Architect or Engineer of Record for design coordination and additional detailing necessary to correct the problem. Incomplete work shall be completed as shown on design drawings and a final Observation shall again be ordered to verify that deficiencies has been corrected to the best of his knowledge. Number I Description of Structural Deficiency Special Note: A number of anchor bolts were omitted at the interior bearing wall between the great room and the corridor leading to the master bedroom. This report has been issued contingent upon the installation of these anchors which shall be verified by the city Building Inspector. To the best of my knowledge, all other items have been installed as required on the structural drawings. Please contact my office at your earliest convenience with any issues you may wish to discuss on this project. Sincerely, Dennis S. Wish PE Smtctural Engineering Consultant Sent by Facsimile on 8/10/2000 Dot SO1.01 1/09/99 STRUCTURAL ENGINEERING FOR • CUSTOM HOMES • REMODEL • COMMERCIAL • LIGHT INDUSTRIAL • SEISMIC RETROFIT & REPAIR • UNREINFORCED MASONRY • RETAINING WALLS & FOUNDATION REPORTS: DAMAGE ASSESSMENT • NEW ROOF • INSURANCE CLAIM • DENNIS S. WISH P.E. HAS BEEN A MEMBER OF THE STRUCTURAL ENGINEERS ASSOCIATION OF SOUTHERN CALIFORNIA SINCE 1983 4)slJJ1,14 4KA9 MultiStory Lateral Analysis Structural Engineering Consultant Job. No. 9909 Engineer: DSW Date: 213100 64.626 Avenida Bermudas. La Quinta California 92263 -760.664.0884 Job Title: Owens Residence Checked: DSW Time: 14:13 Client Name Robert and Poppy Owens Enter Code Used 97 Ogg Q�QFESS/q�,_ Address Avenida Bermudas La Quinta, California QY Owens Residence ~ DENNIS S. WISH Z Job Address Avenida Bermudas y NO.C.041250 La Quinta, California Description One Story Single Family Residence Notes:. �9 (iRRSL�Q' Wood: Project has been revised for final plan check. Lateral resistance provided by Hardy Frames from Simplified Structural Systems. Specifications: NOTE: ALL LUMBER TO BE KILN DRIED AND GRADE STAMPED UNLESS NOTED OTHERWISE Code: 1997 Uniform Building Code Steel: Anchor Bolts - A307, Threaded Rods - SAE 1010, Rebar - fs=40ksi for #3 or less, fs=60 ksi for all other Structural Wide Flange - Fy=36ksi, Structural Tubes - Fy=46 ksi Concrete fc=2,600 psi for all slabs, continuous foundations and spread footings - no inspection required. fc=3,000 psi for all structural grade beams - inspection required. BUILDING & SAFETY DEPT. APPROVE® FOR CONSTRUCTION DATE ►7 BY ljr-� 9909 Owens Final t�- t CON . 1 of 39 S-'}-03 b &v e o a u_ c °(A T > m� A— o U) N �a �a Douglas Fir Visually Graded Lumber d m " — 'c m e a— a c A c c e y aa. D `m '� d0a. 12 E -0 �1n a m o Sas �w r` ----------------------------------------- 4X or Less ------------------- ---------- ---------- ---------------- ----------- ----------- ----------------------------------------- Select Structural______ ----------------- :F Deeper__ ---------- 1450 ---------- ----------------------------------------- 95 625 1900000 __________ #1 - --------------------------------------------- -and 2 and Deeper_ ---- ___ 1000 --------- ____1000 675 --------- 95 _ 625 _ 1700000 - - - #2------------------------------------- 2'_ and Deeper-- 875 575 95 625 1600000 Stud Grade____________________________ 2" and Deeper__ ---- _____500 ------ _____ 325 ------------- ------------- ------ ------- 625 14_00.00_0 6X Members ----------------------------------------- ------------------- Posts ---------- 1500 ---------- 1000 ---------------- 85 ------------------------ ---------- 625 ----------- 1600000 ______________________ ----------------------- #1 -------------------- Posts 1200 825 ____________ 85 _____ ------- 625 1600000 -------------------------------------- --------------------------------------- #2-------------------------------------- ------------------------------- Posts ---------- 475 ---------------- ----------- 625 ----------- 1300000 Select Structural --------------------700 Beams 1600 ----- 950 ------------ 85 ------- ----- 625 1600000 ---------------------- ----------------------------------------- #1------------------------------------- ------------------------------- Beams 11K ---------- 675 ---------------- ----------- 625 ----------- 1600000 #2 ----------------- Beams ------------------- 875 ---------- ----- 425 ------ !?§ ------------ ---------------- 85 ------- ----- 625 ----------- 1300000 ----------- -------------------------------------- ----------------------------------------- Glu=Lam Beams ------ - -- - - - ----------------------------- Unbalanced dry use ---------------- ------------------- 24F -V3 DF/DF ------------------- ---------- 2400 - ---------- 1100 - ---------------- 165 ----------- 650 - ----------- 1800000 ----------- Balanced for cont. 24F -V8 DF/DF 2400 1100 165 ---------------- 650 ----------- 1800000 ----------- P----------------------------------------- cantilevered ------------------- ---------- ---------- NOTE: ALL LUMBER TO BE KILN DRIED AND GRADE STAMPED UNLESS NOTED OTHERWISE Code: 1997 Uniform Building Code Steel: Anchor Bolts - A307, Threaded Rods - SAE 1010, Rebar - fs=40ksi for #3 or less, fs=60 ksi for all other Structural Wide Flange - Fy=36ksi, Structural Tubes - Fy=46 ksi Concrete fc=2,600 psi for all slabs, continuous foundations and spread footings - no inspection required. fc=3,000 psi for all structural grade beams - inspection required. 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