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06-2883 (BLCK)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 06-00002883 Property Address: 50955 JEFFERSON ST APN: 776-190-024- - Application description: WALL/FENCE Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 4200 Tiht °F 4Qumw BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: CRAFTSMEN HOMES 1157 N RED GUM ST ANAHEIM, CA 92806 Contractor: Applicant: Architect or Engineer: CRAFTSMEN HOMES COMMUNITIES 1157 N RED GUM ANAHEIM, CA 92806 (714)630-7685 Lic. No.: 828210 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed oder provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and rof sio als Code, and my License is in full force and effect. License Cl a s: tBt C33 License o.: 828210 Date: v Contractor: OWNER -BUILDER 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 any structure, 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 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: 1 _ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and 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 for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she 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 Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractorls) licensed pursuant to the Contractors' State License Law.). ( ) I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued ISec. 3097, Civ. C.). Lender's Name: _ Lender's Address: LQPERN11T VOICE (760)-777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: \ 8/25/06 DJL � , --. SFP C o_ �Z006 Fj�ygNRU�T�4 -------- WORKER'S COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: I have 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. t _ 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 and policy number are: Carrier AMERICAN SAFETY Policy Number ESU0129200601 _ 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 bec me subject to the workers' compensation laws of California, and agree that, if I should become ubject to the workers' compensation provisions of Section �0 of the Labor Code, sh I f hwith c mply with those provisions. Date: Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,0001. 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 of this 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 issuance of this permit. 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. certify that I have read this application and state that the above info r ati is correct. I agree to comply with all city and county ordinances and state laws relating to building co tru ion, and hereby authorize representatives ofthis cou ty enter upon the above-mentioned property r i pe n purp es. Date: Signature (Applicant or Agentl: r SIM I LQPERMIT - _ , Application Number . . . . . 06-00002883 Permit . ... WALL/FENCE PERMIT Additional desc . . Permit Fee . . . . 72.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 4200 Expiration Date 2/21/07 Qty Unit Charge Per Extension BASE FEE 45.00 3.00 9.0000 THOU BLDG 2,001-25,000 27.00 ------------------------------- -------------------------------------------- Special Notes and Comments X18 LF 10' WALL TO CLOSE WEST END OF CITRUS -MOUNTAIN VIEW GOLF CART TUNNEL PLAN AND ORCO CALLS. -----PER-APPROVED Other Fees . . . . . . . . . HOURLY PLAN CHECK 225.00 Fee summary Charged Paid ------------------------------------- Credited ---------- --------- Due Permit Fee Total 72.00 .00 .00 72.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 225.00 .00 .00 225.00 Grand Total 297.00 .00 .00 297.00 I LQPERMIT - _ , ,emam neioca��vn No. 32751 &&A 1 5, To f I %%a Pa 7 E, S-B-B I . CAFT��409Q�C �`js �C�o'F�� SI ,(�� C�, ulr�!11� � � �j225 � H-R�6 t:U 6�AOD 'MOUNTAIN VEW COUNTRY CLUE' : e�7%� om I EXIST. 18" PVC SEWER FORCEMAIN PER C-V-W.D. DWG. NO. 13046 EXIST. CONC. TUNNEL TO BE ABANDONED EXIST. lEr D.I.P. SEWER FORCEMAIN PER C-V-W.D. DWG. NO. 17119 TO BE ABANDONED AND REMOVED C-VICT I ce mif% j ► i � s ► G i�r� I nfS i IsM Rr• '~ �� n I �1 I I • EXIST. 45' BEND TO BE REMOVED EXIST. 4S BEND TO BE REMOVED 890-1 - LOT c . 1g' D.I:P: FORCEMAIN TTM 32 2 ( \ PER C.V.W.D. DWG. NO. 17119 EXIST. 18" POLY LINED ; \r, -',D. 18" POLY LINED D.I.P. SEWER FORCEMAIN i� ` SEWER FORCEMAIN TO BE REMOVED \'E REMOVED toorCUT EXIST. 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F d 'S9 . Nne#�+�y �'6ioLF CAST January 13, 2006; Fax # Craftsmen Homes-` _.....:....... 1157 North Red Gum Street Anaheim, California 92806 Attention: Mr. Scott Shaddix 7 2001/005 Vale # of ► 79-811 B Country Club Drive pages Bermuda Dunes, CA 92203 £ L (760) 345-1588 (800) 924Co.-7015 FAX (760) 345-7315 # Subject: Geotechnical Engineering Report Update with Supplemental Recommendations Project: Citrus Country Club — Tract 32751 Approximately 9 Acres La Quinta, California File No.: 10271-03 06-01-730 References: 1. Buena Engineers, Inc., Soils Engineering Report, File No.: 16006-P2, Document No.: 86-02-271, dated February 25, 1986. 2. Buena Engineers; Inc., Rough Grading Report, File No.: 16006-P1, Document No.: 96-07-223, dated July 17, 1986. 3. Buena Engineers, Inc., Final Report of Testing and Observation Performed during Grading, File No.: 16006-P1, Document No.: 90-04-789, dated April 23, 1990. 4. Sladden Engineering, Geotechnical Update, Project No. 544-5896, Document No. 05-11-1100, dated November 17, 2005. Dear Mr. Shaddix: As requested, we have reviewed the referenced documents for the purpose of updating the soils report and providing supplemental recommendations. This review included a reconnaissance of the site. We understand that you intend to develop the site with 29 single -story single-family homes. Current Site Conditions Field reconnaissance of the project site was performed on December 9, 2005 to observe current site conditions. The site consists of approximately 9 acres of undeveloped land dominated by an excavation approximately 14 feet deep. We understand that the excavation was historically used as a borrow area for the adjacent development and was intended to be developed as a golf fairway. Significant stockpiles of yard waste, asphalt, concrete rubble, sod rolls, and dirt were observed on the site, especially concentrated on the floor and rim of the south end of the excavation. The area surrounding the excavation is covered by a dense growth of weeds and brush. Numerous palm trees are present primarily on Lots 8 through 22, and are aligned in rows, indicative of the site's previous use as a date and citrus grove. An existing golf cart tunnel that is to be abandoned was observed in the southeast portion of the site. 08/04/2006 FRI 13:13 FAX 002/005 Ili January 13, 2006 2 File No.: 10271-03 06-01-730 Supplemental Remedial Grading Recommendations A representative of Earth Systems Southwest (ESSW) should observe site clearing, grading, and the bottoms of excavations before placing fill. Local variations in soil conditions may warrant increasing the depth of recompaction and over -excavation. Clearing and Grubbing: At the start of site grading, existing vegetation, trees, large roots, pavements, foundations, non -engineered fill, construction debris, trash, and abandoned underground utilities should be removed from the proposed building, structural, and pavement areas. The surface should be stripped of organic growth and removed from the construction area. Areas disturbed during demolition and clearing should be properly backfilled and compacted as described below. Dust control should also be implemented during construction. Site grading should be in strict compliance with the requirements of the South Coast Air Quality Management District (SCAQMD). Building Pad Preparation (Lots 9-15): Because of the presence of significant amounts of deleterious materials and the non-uniform and under -compacted nature of the site soils, we recommend remedial grading of soils in the proposed building areas. The existing surface soils within the building pad and foundation areas should be over -excavated to a minimum of 4 feet below existing grade or a minimum of 3 feet below the footing level (whichever is lower). The over -excavation should extend for 5 feet beyond the outer edge of exterior footings. The bottom of the sub -excavation should be scarified, moisture conditioned, and recompacted to at least 90% relative compaction (ASTM D 1557) for an additional depth of 1 foot. Building Pad Preparation (Lots 1-8 and 16-29): Because of the significant difference in elevation between the bottom of the existing borrow pit excavation and the proposed finish pad grades (up to 14 feet), additional over -excavation will be required to help reduce differential settlement resulting from transitional fill thicknesses. Additional over -excavation and recompaction should be performed such that the differential thickness of compacted fills beneath proposed structures should not exceed 50% of the thickest engineered fill layer. Proper keying and benching procedures should be maintained during grading operations. Tunnel Abandonment: The head wall at the entrance of the existing tunnel to be abandoned beneath Jefferson Street should be completely removed prior to sealing off the entrance of the tunnel. The cavity of the tunnel can be filled or left empty at the discretion of the City of La Quinta. 1f a wall is used to seal off the tunnel entrance, it should be designed to retain the backfill without introducing undue lateral stresses on the roadway. The area should then be filled with engineered fill as described below. Auxiliary Structures SubQrade Preparation: Auxiliary structures such as garden or retaining walls should have the foundation subgrade prepared similar to the building pad recommendations given above. The lateral extent of the over -excavation needs to extend only 2 feet beyond the face of the footing. Subgrade Preparation: In areas to receive fill, pavements, or hardscape, the subgrade should be scarified, moisture conditioned, and compacted to at least 90% relative compaction EARTH SYSTEMS SOUTHWEST 08/04/2006 FRI 13:14 FAX January 13, 2006 3 File No.: 10271-03 06-01-730 (ASTM D 1557) for a depth of 1 foot below finished subgrades. Compaction should be verified by testing. Engineered Fill Soils: The native soil is suitable for use as engineered fill and utility trench backfill, provided it is free of significant organic or deleterious matter. The native soil should be placed in maximum 8 -inch lifts (loose) and compacted to at least 90% relative compaction (ASTM D 1557) near its optimum moisture content. Compaction should be verified by testing. Rocks larger than 6 inches in greatest dimension should be removed from fill or backfill material. Imported fill soils (if needed) should be non -expansive, granular soils meeting the USCS classifications of SM, SP -SM, or SW -SM with a maximum rock size of 3 inches and 5 to 35% passing the No. 200 sieve. The geotechnical engineer should evaluate the import fill soils before hauling to the site. However, because of the potential variations within the borrow source, import soil will not be prequalified by ESSW. The imported fill should be placed in lifts no greater than 8 inches in loose thickness and compacted to at least 90% relative compaction (ASTM D 1557) near optimum moisture content. Shrinkage: The shrinkage factor for earthwork is expected to range from 10 to 25 percent for the upper excavated or scarified site soils. This estimate is based on compactive effort to achieve an average relative compaction of about 92% and may vary with contractor methods. Subsidence is estimated to range from 0.1 to 0.2 feet.- Losses from site clearing and removal of existing site improvements may affect earthwork quantity calculations and should be considered. Slabs -on -Grade 2003/005 Vapor Retarder: In areas of moisture sensitive floor coverings, an appropriate vapor retarder should be installed to reduce moisture transmission from the subgrade soil to the slab. For these areas, an impermeable membrane (10 -mil thickness) should underlie the floor slabs. The membrane should be covered with 2 inches of sand to help protect it during construction and to aid in concrete curing. The sand should be lightly moistened just before placing the concrete. Low -slump concrete should be used to help reduce the potential for concrete shrinkage. The effectiveness of the membrane is dependent upon its quality, the method of overlapping, its protection during construction, and the successful sealing of the membrane around utility lines. Closing Except as modified in this report, it is our opinion that the referenced documents are applicable to the proposed development. We make no representation as to the accuracy of the dimensions, measurements, calculations, or any portion of the design. This report is issued with the understanding that the owner or the owner's representative has the responsibility to bring the information and recommendations contained herein to the attention of -- the architect and engineers for the project so that they are incorporated into the plans and specifications for the project. The owner or the owner's representative also has the responsibility to take the necessary steps to see that the general contractor and all subcontractors follow such recommendations. It is further understood that the owner or the owner's representative is responsible for submittal of this report to the appropriate governing agencies. EARTH SYSTEMS SOUTHWEST 08/04/2006 FRI 13:15 FAX . ..'a January 13, 2006 4 File No.: 10271-03 06-01-730 Earth Systems Southwest (ESSW) has striven to provide our services in accordance with generally accepted geotechnical engineering practices in this locality at this time. No warranty or guarantee is express or implied. This report was prepared for the exclusive use of the Client and the Client's authorized agents. ESSW should be provided the opportunity for a general review of final design and specifications in order that earthwork and foundation recommendations may be properly interpreted and implemented in the design and specifications. If ESSW is not accorded the privilege of making this recommended review, we can assume no responsibility for misinterpretation of our recommendations. This report is based on the assumption that an adequate program of client consultation, construction monitoring, and testing will be performed during the final design and construction phases to check compliance with these recommendations. Maintaining ESSW as the geotechnical consultant from beginning to end of the project will provide continuity of services. The geotechnical engineering firm providing tests and observations shall assume the responsibility of Geotechnical Engineer of Record. Should you have any questions concerning our report, please give us a call and we will be pleased to assist you. Sincerely, EARTH y v ( 16- vi, �y6- � CE 38234 n EXP. j Craig S. Hi CE 38234 'q CML rFOR CAuf�P SEIR/csh/reh Attachment: Figure 1— Site Location Map . Distribution: 4/Craftsmen Homes 1/RC File 2/BD File EARTH SYSTEMS SOUTHWEST R004/005