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9911-029 (RER)1. I— N W O :) M r- CY LO LU o Z OO b (n LU I— a U) Z co L0 N 0) CL Q Z LO¢Cr O X W �= co < O U' � H It Z oo ::) 0 .Q J FI 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 377776 Bt 091301201 }Date/�A `' �" 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 not 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 Code). () I am exempt under Section B&P.C. for this reason Date Signature of Owner WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: (yS• I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 37.00. 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 Policy No. STATIUF-W-0 (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' corrtpensatio 'pr vision hof Section 3700 of the Labor Code, I shall forthwith comply withttiosie,pro� � ns. �!r -�j' Applicant Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. . IMPORTANT. Application is hereby made to the Director of Building and Safety for a permit subject .,to the. conditions and restrictions set :forth on his application. 1. Each person upon whose behalf this application is made & each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I. agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the above-mentioned property for inspection purposes. `, / Signature (Owner/Agent)Date / r RMIT# BUILDING PERMIT PEI DATE i I ffi4 f'f)9VALLIATION is,lt t�.$D4� LOT TRACT JOB SITE ADDRESS 76-91t0AV�.�IDAF ERN ittlNtDO OWNER CONTRACTOR/DESIGNER/ENGINEER 76-910 ilk ENIDA FERNANDO +977,5 GAV ND #E f.A. Q11rNTA CK 92253 PALiNT DESERT CA 92211 17601 .1; c37) .) C814 AX) USE OF PERMIT Alla o F u'tii IL Ai 7: TO MASER R BHMOONI ESTIMATED WS -111, OFCONSTRUMON'T _0,50o.00 PERMIT WE SUMMARY C: U'NST RUCTKCYIN F11:ii 10.1-000-419-0) 00-419-#70() Vt3E 0 + . P£:AW ('9dFJ.X RX 340:45 •' z t : 811Rf?W3 MO'ClGN IME'- RUAN1 ? A 01-000 241-w S.50 c:ONSTRUf.:!'!'10N AND)n.A_N .JF :* p$104.4Sq ty! SS 1Y) AL IIHM)1a1:37 VE&`4'l)U.N i'q0W 5104,45 1. <_ RECEIPT DATE � i BY ..1 DATE FINALED 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 Exhaust Fans O.K. to Wrap F.A.U. Framing i. ' ( Compressor Insulation 4 Vents Fireplace P.L. Grills Fireplace T.O. 11 tFans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath Final (�� O� e- (� BLOCKWALL APPROVALS POOLS - SPAS POOLS -SPAS Steel Set Hacks 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 Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection 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 Utility Notice (Perm) COMMENTS: r �'.�'.,,�1�%��..�'�,r¢' • ��---_.x.11_ J a,: I, 71a Ll ktt, Room i:! AAS--Mp. BATN _. ^ obNrN& 1�boM cu i •• j NALL•' F-7 _J - �Aldid�•(�' DAN/ �E191eQOM a �' �`��RGC'✓ - ill t �,� ' . n: 1C:/25/99 MON 10:20 FAX 760 346 9916 D R M _ 1j001 • r , October 25, 1999 Stark Construction Company. Attn: Gary Stark 39-725 Garand, Suite #E Palm Desert, CA 92260 Re: Architectural Request Clive Lonsdale, 76-910 Avenida Fernando Los Estados @ Santa Rosa Cove H.O.A Dear Mr. Stark, This letter is to inform you that the Architectural Review Committee for Los Estados Homeovmers Association approved your request to add a fireplace to the master bedroom as peer the submitted plans dated 10/15/99. Note: Any damages to the common area property, i.e. landscape, lights, streets will be replaced at the contracts? expense. Th� `nk you for your cooperation during the review process. If you have any questions please call meat (760) 346-i 161. Good luck with your project. Sine rely, a� 4 Carol Calhoun Property Manager For the Architectural Committee Lvs Estados Homeowners Association Professional Community Management/ Desert Resort Management Post Office Box 4772 • Palm Desert, CA 9261-4772 73-550 Alessandro, Suite 3. - Palm Desert, California - (760) 346-1161 - PAX(760)346-9919 W11 ADDITIONAL OFFICES SAN DIEGO BAKERSFIELD VENTURA COUNTY M O O R E & 1 M 8 E R GROUTING SERVICES 1290 NORTH HANCOCK STREET • P.O. BOX 19079 • ANAHEIM, CA 92817 TELEPHONE: (714) 779-0681 • FAX: (714) 779-1459 October 25; 1996 Job No. 6-210-0032 Mr. Stephen R. Smith 2249 Via Guadalana . Palos Verdes Estates, California 90274 REPORT OF COMPACTION GROUTING SMITH RESIDENCE 76910 AVENIDA FERNANDO LA QUINTA, CALIFORNIA ------------------------------------------------------------ INTRODUCTION This report presents a summary and the results of a remedial compaction grouting program performed at the subject property by Moore & Taber during August and .September, 1996. The work was undertaken to treat. potentially problematic foundation soils underlying portions of the subject residence. Information concerning the local soil conditions and recommended scope of work was provided in the geotechnical information and recommendations provided by Earth Systems Consultants (ESC) and discussions with Mr. Brett Anderson of ESC. Additional pertinent information used to develop the scope of work required was obtained from the Ninyo & Moore Geotechnical and Environmental Sciences Consultants "Subsurface Evaluation" dated January 18, 1994 (Project No. 102709-01). Grouting was conducted as described in the "Remedial Compaction Grouting" proposal by Moore .& Taber dated March 21, 1995 (Revised July 18, 1996 - Proposal. No. A95-069). ® Recycled Pop Mr. Stephen R. Smith GROUTING Page 2 Low slump sand -cement grout was injected at 33 points in the area to be treated as shown on the attached plan, entitled "Grout Injection Point Locations" (Page A-1). The location of these points may have been slightly adjusted in some cases from the originally planned program due to subsurface impediments, underground utilities and soil or structure response as grout emplacement progressed. Due to a common area of distress mirrored on adjacent property to the north, grouting was performed concurrently on both properties to treat common laterally supporting soils. The general method used consisted of first or driving casing at each point shown. on the plan to firm soil, based on correlation between driving resistance and geotechnical information provided by previous. reports. The casing was then withdrawn in short stages and low -slump grout (-2.0 - inch slump) was pumped into the resulting open liole. The maximum depth of soil treated was 25 feet below existing grade. Grout was injected in a sequence beginning at the deepest stage and progressing to the shallowest stagein intervals ranging from two to five feet. Pumping was generally terminated on each interval upon achieving excessive pumping pressure (400+. psi) or lift of the overlying ground surface, either of which were considered indicative of adequate compactive effort. Surface motion was monitored by conventional surveying equipment and water. manometers stationed over the area of grout emplacement. Records of casing installation,.injection pressures, emplaced grout volumes, lift, and other aspects of the operations were maintained during the course of work. The pressure at which each stage accepted grout was monitored by a gauge at the injection point, and the volume of grout was measured to the nearest two cubic feet. Most injection pressures ranged from 100 to 400 psi, and dr total grout volume of 5,738 cubic feet (212 cubic yards) was pumped into the soil. The attached table (Pages A72 through A-5) shows the emplaced grout volume per stage for each grout point. CONCLUSIONS Compaction We believe that the completed grouting program accomplished densification of compressible soils and reduced the potential for future settlement in the area treated. As noted above, excessive pumping pressures, ground or structure lift, or indications of incipient distress were Job No. 6-210-0032 - October 25, 1996 Mr. Stephen R. Smith Page 3 the criteria used in the field to determine. completion of the injections. Subsequent analyses using the grout volume and lift figures were also undertaken to evaluate the work's effectiveness in terms of increased soil.density. For this project, holes were spaced on approximate ten -foot centers and a hypothetical five foot radius of influence was assumed around each grout point. Therefore, the total area affected by the grouting computes to approximately 2,590 square feet. For this assumed area of influence, the 5,738 cubic feet of emplaced grout yields a calculated average layer of grout 2.2 feet thick. The grout volumes and assumed area of influence were also analyzed with respect to the magnitude of soil density increase. achieved. An average increase in soil densification of approximately 10 percent over the area treated was calculated. Verification One additional grout injection point was installed equa-distance between four completed injection points for ground improvement verification. Test results were positive as indicated by increased penetration resistance and substantially lower grout volume emplacement than the surrounding points. Lift The house was raised substantially by the grout injection process. Relative elevation surveys of the structures before and after completion of the work indicate as much as 4.0 inches of lift occurred. The pre- and post -grout relative floor elevations are shown on the attached plans (Page A-6), and reveal considerable improvement over pre -grouting conditions. RECOMMENDATIONS Repairs Some minor, adjustments of stress and strain may occur subsequent to grouting, especially if the soil moisture content increases. As a precautionary measure, we normally suggest several weeks delay before undertaking cosmetic repairs. Flexible patching materials should be utilized wherever, possible to protect against minor damage from any future movement. Cracks in concrete should be filled with high bond strength, non -shrink epoxy or mineral grout. Job No. 6-210-0032 - October 25, 1996 Mr. Stephen R. Smith Soil Moisture Control Page 4 Good surface drainage is essential to help minimize the effects of, and to protect against local settlement problems. Gutters and downspouts should be installed or maintained to capture and direct roof discharge water (rain) into swales or pipes. Areas adjacent to the buildings should be graded to eliminate ponding and low drainage gradients. All water should be directed away from the structures in unpaved areas by establishing a flow gradient of six percent for a distance of five feet from footings (about a 3.5 -inch fall in this distance). All water runoff should be collected in positive drainage devices (e.g. graded swales or catch basins and pipe drains) and conveyed off of the lot. Broken or deflected concrete should be repaired and/or replaced. Obstructions to the free flow of water from the site should be removed. If you have any questions concerning this project, please call us at your convenience. MOORE & TABER Joe Winter t Frank Nonamaker General Foreman Operations Manager JW/FN/ljo Attachments: Grout Injection Point Locations - (Page A-1) Grout Quantity vs. Depth - (Pages A-2 through A-3) Comparative Floor Level Surveys Plan Distribution: (2) Addressee Attention: Mr. Stephen R. Smith (1) Mr. Robert Kirsten (1) Earth Systems Attention: Mr. Craig S. Hill (1) La Quinta Attention: Mr. Mark Harold Job No. 6-210-0032 - October 25, 1996 fRE• 6-010.72 PLOT a7E• 7-18-M KIRSTEN RESIDENCE ! j ( 76920 AVENIDA FERNANDO I 6 1 . PRIMARY & SECONDARY I GROUT INJECTION POINTS 7 3 � VERIFICATION® POINT I ' •- - YASTER CL MASTER � � OROOrt! I B,gTH _ i BEOROOM GARAGE I BATH J ! • • i i I MORN/NG j 1 i ROOM' ; l i K/TCHEN i 1 O i ♦ •i • I I i 1 GUEST / BATH i 1 J J-- _ �_...._.. _.__..._..... -- ROOM! ! BEOROOrG! / O/N/NG RO010 C BATH ART 1 .2 ' I SMITH RESIDENCE I SMITH RESIDENCE 76010. AVENIDA FERNANDO 76910 AVENIDA FERNANDO I LA QUINTA, CALIFORNIA REMEDIAL COMPACTION GROUTING PROGRAM �® MOORE & TABER FIELD DRAFT A PROVED DATE JOB No. FN JM 7-18-96 6-210-0032 - A-1