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003825 (SFD)1No. -008?5 P.O. BOX 1504 Building 78-105 CALLE ESTADO Address 54'395 Juarez LA QUINTA, CALIFORNIA 92253 Owner - _. 1`_nAt!11n1, a Vx>TIO-V Land moo' BUILDING: -TYPE CONST. OCC. GRP. - Mailing Address 247 H. iahquitz lay 12 A.P.-Number 774--232-017 City Zip Tel. ���pric -92x62 ' 322-_x.02£3 . Legal Description Contractor Project Description • �• • Starr a*;Anstxuction Co. , • _ ... . Address City Zip Tel.. State Lic. City & Classif. 387934 Lic. # 395 Sq. Ft. 1410 No. No. Dw. • - Arch., Engr � Size - Stones Units -Designer - New ❑ Add ❑ Alter ❑ Repair'❑ 'Demolition ❑ Address Tel. 3.701 of 616 wood fence City Zip State 4281 Garaae 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 license is in full force ,�.C�/!o--d6,-and my and effect.' . ��� � ���; %if %s .•' SIGNATURE' .. s' - r, r.+:= ,, , .,,.--�- 7- DATE f/ OWNER -BUILDER DECLARATION BY: Estimated Valuation I hereby affirm that I am exempt from'the Contractors' License Law for the following Front Setback from Center Line reason: (Sec. 7031.5, Business and Professions Code: Any.city or county, which requires a Rear Setback from Rear Prop. Line permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also • requires the applicant for such permit to rile a signed statement that he is.licensed pursuant to, - -' PERMIT the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) or - Division 3 of the Business and Professions Code, or that. he is exempt therefrom, and the basis • ' for the alleged exemption. Any Section 7031.5 by -any for Plan Chk. Dep. violation or applicant a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). Plan Chk. Bal. O I, asowner 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: Code: The Contractors-Lic nse 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.) - - ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to con- Plumbing • struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for S.M.I: • such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) Grading ❑ I am exempt under Sec..B. -B. 8 P.C. for this reason Driveway Enc. Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm'that I have a'certificate of;consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy,.thereof. (Sec. 3800, Labor Code.) Policy No. Company_ ✓O�'" --' O Copy is filed with the city. ❑ Cart!edc po y-is.hereliy furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less.) I certify that in the performance of 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 subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. - CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the. work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated; and is subject to expiration it work thereunder is suspended for 180 days. ' I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter the above- mentioned property for inspection purposes. Signature.of applicant -Date- Mailing ateMailing Address City, State, Zip HARD COPY Infrastructure TOTAL voided AMOUNT 9 37.14 ;3.64.00 .ai�� w Q43 4'774 A 17 105 w no 5.3A 20.00 y� 0 ,. 0f �!� 1.698.86 51 REMARKS _ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR - Issued by:' Date 41l3Permit Validated by: Validation: CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SQ, FT. ® $ 2ND FL.' SQ. FT. ® POR. SQ. FT. p GAR. SQ, FT. ® CARP. SQ. FT. WALL SO. FT. ® SQ. FT. ® ESTIMATED CONSTRUCTION. VALUATION $ UNITS MOBILEHOME SVC. POWER OUTLET YARD SPKLR SYSTEM BAR SINK ROOF DRAINS DRAINAGE PIPING DRINKING FOUNTAIN URINAL WATER PIPING NOTE: Not to be used as property tax valuation ROUGH PLUMB. FLOOR DRAIN MECHANICAL FEES STORAGE TANK WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER ROCK STORAGE GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED GAS (ROUGH) LAUNDRY TRAY AIR HANDLING UNIT CFM OTHER APPJEQUIP. KITCHEN SINK ABSORPTION SYSTEM. B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE, TEMIPERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SQ. FT. ® c BATH TUB SQ. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SQ. FT. RESID ® 11/4 c SEWAGE DISPOSAL FINAL INSP. SQ.FT.GAR ® 3/ac HOUSE SEWER ROOFING � .LO aO GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND, SOLAR SETBACK OUND PLUMBINOS UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADES =� ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SE IC TA Tj�rROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APPJEQUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING cu. yd. $ plus x$ _$ LUMBER GR. FINAL INSP. FRAMING (P� FINAL INSP. ROOFING � .LO aO ate r REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATIONISOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL el�+��C �,:,,,�*.••�.�•,e,a,�,;a.l;�.g�,pp„y ;*y�,;�+F�,;,r��;�,�ar,�:s,� :,, „!gn'�+'".,�=:.sw.Y,.. Z O P: U W V) • Z O F_ U W Cf) fr7 Y fY Q LLJ CC 0 Z O P: U W U) COUNTY OF RIVERSIDE, ENVIRONMENTAL HEALTH SERVICES DIVISION --17 — 2 S -Z. _ Ut -7 PERMIT APPLICATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM Applicant: Submit this form with four copies of a scaled plot plan (1-20 scale) drawn to County specifications required on the attached check list. A non-refundable filing fee of $40 is required when the application is submitted. Check must be made payable to the County of Riverside. J Building Department Application Log # Name (Owner. Agent. Contractor. Etc.) Mailing Address C44,- 1_ � l Z L 4 �q 41,/ 7�= TAM"` JL � i TZ 4 tux, / City C� N .J.V /A_) G A State 1(2A Zip Code 1 s`Z Z G Z. Telephone .?z Z .Job Property Address 'City or. Community' Legal Description of Property. (Lot. P.M. TR) A XC T' 4 41L A2 2 G / 41A, r 'Assessors Parcel No Water Agency or Well Lot Size -7 23 2. —©� ��4}cam It �,/y �pHr.:: Permn Planning Case a t / 7 H Site Preparation Etc. L.r•1C�ayr�l. /�i�YJ��ra fdrf// �tv Applicant Date 'The above information must be verflied from Building Application V j` STAFF -USE — DO NOT WRITE BELOW THIS LINE �lnitial�-•- Date ( � d ❑ ❑D Certification of Existing S.D. System required. No WOCB Clearance required. ❑ Yes 0 No 1 Soils feasibility report required. ❑ Yes ❑i, No i Special feasibility boring report required. ❑ Yes U No Detailed contour plot plans required. ❑ Yes No Staff Specialist approval required. ❑ Yes No Lot Inspection Date Soils/boring report by Project # Date Soils Map Page Soil Type Approved by Date Type of System: No. of Bedrooms (1) Septic Tank Soil Rate Requiredz ❑^Existing XNew ❑ Additional ❑ Replacement —r-w'u— Kck",Nifs J Gals. 5u / Lq (2) Leach line sq. ft. Sidewall allowance /r Install Line(s) % Ft. Long, Leach bed S.q7 (Bottom trenc urea) ft. rock/ Sq. Ft. Ft. wide with"min. inches Ft. of bottom r! per running ft. ❑ N/A r rock below drain lines area Leach lines/bed-special design for slope: (3) Pit Diameter No. Pits Pit BI Seepage Pit total depth Applicable' ,❑' El 5' �6' Max. allowable depth N/A Overburden ,factor k 00 c A`e 1 -1 Ck V4 CA - �✓ i��. I\^`,�''-�! /�f• C� lK L rC1 ., nY, �/ ,�14 •1 Z�'� ii. c)ti..{1�^L'.ir �U \.![.'J./ 4\, (r,'� �. I •-t �r1�.•_ r`��`L. �.1.,�. ,gyp ;I ra >. This application is approved/denied for the design of a subsurface disposal system'as indicated on the accompanied plot plan using the requirements set forth -in Section B above. A building permit is necessary for the installation of the above -designed system. , C .-11 (1) Septic tank and sewer lines must be 50' from any wells (2) Leach lines must be 100' min. from any wells including expansion area (1('3) Seepage pits must be 150' min. from,'any wells including expansion area Signature of Health Official Date RECEIPT NO._ \ District: ❑ Riverside �Indio Distribution: WHITE—Office file DOH SAN 122 (Rev 8/87) Issued by Gig f\• ❑ Hemet ❑ Perris ❑ Rancho Calif. ❑ Blythe YELLOW—Applicant PINK—Bldg. Dept. GOLDENROD—Pending File of f If.E OF AGRICUL I URAL COMMISSIONER AND WEIGHTS I S b.. MEASURES 49-613 Ilwy 86, Sulte I1-12 Coachella, CA 92236 619-342-8291 E. LEON SPAUGY Co• misi10'.ER JAMES 0 WALLACE ASS;S;A.Nt CI)MAISSIONEP. CLEMENT 6E`VENISTE SEALER DATE y 6 -- 1 9 lff CASE NO. ►Q 8 5' !Z S 0 y 0 4,6 DEVELOPER'S NAME: ADDRESS: I q 7 �� ' # Z- a-- �4 ... .�el z C.E q 2 z6 2 TELEP1 LONE: (%1 q) 3 2 2 -"/O 2 0 ate- y- 3 9 s- Lear Developer- After eveloper: After reviewing your landscaping plans, all plant material listed is not in violation of quarantine laws governing the Coachella Valley. If substitutions do occur and they differ frau plant material listed, this office must be notified iint,ediately. Thank you for protecting and preserving the Coachella Valley's pest -free envirorunent. Agricultufal Cauni.ssi is Office cc: Indio and Riverside Office Buena Engineers, Inc. ._W7 AN EARTH SYSTEMS, INC. COMPANY 79-811 COUNTRY CLUB DRIVE, SUITE #4 • BERMUDA DUNES, CALIFORNIA 92201 • (619) 345-1588 May 23, 1988 Starr Construction 247 E. Tahquitz Way -11,12 Palm Springs, CA 92262 Project: 54-375 and 54-395 Avenida Juarez La Quinta, California Subject: Report of Field Densities Single Family Residence B7 -0565-P1 88-05-769 On May 10 and May 11, 1988, a representative of our firm performed density tests in the pad area on the above referenced project. Tests were performed at random locations, in accordance with ASTM D 2922-81 and ASTM D 3017- 78 Nuclear Density Test Procedure, Tests were performed as per authorization of Jerry Bouma. The estimated locations of the tests are presented on the attached plan with their results being summarized on the attached test report sheet. A total of six (6) density tests were performed. Tests results indicate that after reworking areas of low density, a minimum of ninety (90) percent relative compaction has been obtained within the areas tested. The maximum density -optimum moisture were determined in the laboratory in accordance with ASTM D 1557-78, Method A or C. Test results are as follows: Soil Description USCS MaximumDensity-OptimumMoisture Grey silty very fine sand SM 113.0 pcf 14.0 F VENTURA (805) 642-6727 LANCASTER (805) 948-7538 BAKERSFIELD SANTA BARBARA BERMUDA DUNES SAN LUIS OBISPO (805) 327-5150 (805) 966-9912 (619) 345-1588 (805) 544-6187 May 23, 1988 -2- B7-0565-P1 88-05-769 1. The projects are located at 54-375 and 54-395 Avenida Juarez in the City of La Quinta, California. 2. Prior to our arrival at the site; pad grade had been made, but testing indicated areas of low densities, 3. Areas of low densities were reworked and the required compactions obtained. 4. The purpose of testing was to observe compliance with the minimum requirements of the City of La Quinta, California. Limitations This firm did not perform a soils investigation, did not conduct any tests to determine the general condition, adequacy or stability of soils on the property, nor did It observe the backfilling or compacting operations which were already completed at the time our personnel were called to the site. The only services performed were the specific moisture and density tests summarized in this report. These test results provide only limited information about the surface materials observed at the locations and depths tested and cannot be relied upon for information about subsurface conditions or compaction, or to determine the appropriateness of any design or construction of Improvements on the site, No inspection was made of the contractor's work and no guarantee or warranty of that work In backfilling or compaction of the soils on the site is made or implied. If there are any questions, please do not hesitate to contact this office, Respectfully Submitted, QW ESSiojy BUENA ENGINEERS, INC. Reviewed and v F�:�o2F . (oa.- W A Wesley Arita Field Technician WA/JRV/mea Copies: 4 - Starr Construction 1 - P. S. file 1 - VTA file *,�AJo ', � seph R. Venin Civil Engineer BUENA ENGINEERS, INC. too. C 041210 Exp. -3. 3)—q Fc� 1 2 3 4 5 6 Buena Engineers, Inc. AN EARTH SYSTEMS, INC. COMPANY �. REPORT OF RELATIVE COMPACTIONS B7 -0565-P1 Job No. CONTRACTOR: DATE: May 23, 1-:70Q Report No. 88 -OS -769 ADDRESS: JOB & LOCATION: La Quinta, CA TEST NO. I DATE DESCRIPTION % MOISTURE DRY DENSITY RELATIVE MAXIMUM TESTED IN PLACE I IN PLACE I COMPACTION I DENSITY 54-375 and 54-395 Avenlda Juarez 05-10-88 98.7 87* Per Plan 1.0 BPG 05-10-88 94 113,0 Per Plan PG 05-10-88 113.0 11.4 Per Plan 1.0 BPG 05-10-88 10,2 103.9 Per Plan PG 05-11-88 105,7 Retest � 1 1 1 13.0 05-11-88 Retest 1t3 # = Failing Test ** = Passing Retest PG = Pad Grade on 05-10-88 BPG = Below Pad Grade WE CERTIFY THAT THESE TESTS WERE PERFORMED IN CONFORMANCE WITH COPIES: 15.1 98.7 87* 113.0 12,5 106,4 94 113,0 15.3 93.2 82* 113.0 11.4 101.2 90 1 13.0 10,2 103.9 92** 113.0 9.3 105,7 94** 1 1 13.0 BUENA ENGINEERS, INC. 41 Calle ma.dr«Q li 0 rA 5"t.- 3"1 r OO _ £X Fi'OI�CS O lel 5'�y -39 S 6103 O ft��'I.�GQLt � uur'CZ. i.o�