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04-5753 (CONR)f _ ,. 4 P.O. BOX 1504 VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 11/04/05 Application Number: 04-000057531 D Owner: Property Address: 1` nG --------------------------------- APN: 80375 POMELO W TOLL CA V Application description: 772-250-022-188 -30357'- C/O KEVIN D DUERMIT Property Zoning: NEW COMML - AMUSEMENT Nov 0 nn 8901 E MOUNTAIN VIEW 200 Application valuation: LOW DENSIT a �ooS C17Y Applicant: Architect or Engineer: Ff�!d� EpIAI Contractor: ------ --------------------------- TOLL B120S , INC. 73121 FRED WARING DRIVE, 4100 PALM DESERT, CA 92260 Lic. No.: 777699 - -----------------------------------------'------------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations: Section 7000) of Division 3 of the Business and Prof ionals Code, and my License is in full force and effect. _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided License Class: B License No.: 777699 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Date: I Contractor: 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 OWNER -BUILDER DECLARATION' insurance carrier and policy number are: I hereby affirm under penalty of perjury th 'I am exempt from the Contractor's State License Law for the Carrier ZURICH INS Policy Number WC387821300 - following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to _ I certify that, in the performance of the work for which this permit is issued, 1 shall not employ any construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws of California, permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if I should become subject to the workers' compensation provisions of Section ' License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or 373700 of the Labor Code, ha rthwith comply with those provisions. 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 (5500).: 11-0 Date: 1 Applicant: .� 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 WARNING: FAILURE TO SECURE WO KERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL Contractors' State License Law does not apply to an owner of property who builds or improves thereon,... SUBJECT AN EMPLOYER TO CRIMIN PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 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 1, 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 contractor(s) licensed pursuant to the Contractors' State License Law.). ' I—) 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 (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPEFUMIT 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 withir'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 county ordinances and state laws relating to building construction, nd hereby authorize representatives of this c unt nto�- nntter upon the above-mentioned property for ' s trio poses. - Date:!:l (' l �6ignature (Applicant or Agent): Application Number . . . . 04-00005753 Structure Information Construction Type . . . . TYPE V - NON RATED Occupancy Type . . . . . . ASSY BLDG <300 NO STAGE Flood Zone . . . . . NON -AO FLOOD ZONE Other struct info . . . . . CODE EDITION 2001 FIRE SPRINKLERS YES MIXED-USE OCCUPANCY A3/B/M/S3 OCCUPANT LOAD 563.00 PATIO SQ FTG 2556.00 1ST FLOOR SQUARE FOOTAGE 14816.00 2ND FLOOR SQUARE FOOTAGE --------------------------------------- ------------------------------------ 2607.00 Permit . . . BUILDING PERMIT Additional desc . Permit Fee . . . . 189.00 Plan Check Fee 122.85 Issue.Date . . . . Valuation . . . . 17524 Expiration Date 5/03/06 Qty Unit Charge Per Extension BASE FEE 45.00 16.00 9.0000 THOU BLDG 2,001-25,000 144.00 ----------------=----------=------------------------------------------------ Special Notes and Comments COMMERCIAL - 24,570 SQ.FT. CLUBHOUSE BUILDING, 2 STORY W/ BASEMENT, A3/B/M/S3 OCCUPANCY, [see Revision to Construction Type & Allowable Area 11/04/2005 BTH]TYPE.V-1HR CONSTRUCTION. 2001 CODES..FIRE SPRINKLER AND MULTI STORY.INCREASES USED FOR ALLOWABLE AREA INCREASE. **PERMIT DOES NOT INCLUDE TEMP POWER, BLOCK WALLS AND SITE LIGHTING** REVISION TO TYPE OF CONSTRUCTION FROM v-lhr TO V -N. ALLOWABLE AREA ANALYSIS REVISED TO UTILIZE 2 YARDS FOR 50% INCREASE AND MULTI -STORY INCREASE FOR 100%. 1 ADDITIONAL STORY (CART BARN BASEMENT)UTILIZED PER CBC 506 WITH FIRE SPRINKLER INSTALLED IN ENTIRE FLOOR. 2 -HOUR FIRE RESISTIVE AREA SEPARATION WALL W/90 MIN.RATED OPENINGS INSTALLED AT STAIR HALL. ---------------------------------------------------------------------------- Other Fees . . . . . . . ACCESSIBILITY PLAN REVIEW 12.29 ART IN PUBLIC PLACES -COM 8068.36 DIF CIVIC CENTER - COMM 2343.65 LQPERN1IT Application Number . . . . .. 04-.00005753 ---------------------------------------------------------------------------- Other Fees . . . . . ENERGY REVIEW FEE 12.29 DIF FIRE PROTECTION -COMM 789.44 HOURLY'PLAN CHECK 267.50 STRONG MOTION (SMI) - COM _339.71 DIF STREET MAINT FAC -COMM 567.41 DIF TRANSPORTATION - COMM' 42531.08 Fee summary ----------------- Charged ---------- Paid Credited ------------------------------ Due Permit Fee Total 189.00•. .00 .00 189.00 Plan Check Total 122.85 .00 .00 122.85 Other -Fee Total 54931.73 54639.65 .00 292.08 Grand Total' 55243.58 54639.65 .00 603.93 LQPERMIT FEg 2 a 2aa5 f��cv Orr 11 _TA BUILDING & SAFETY DEPARTMENT C1FI,E (760).777-7012 78-495 CALLE TAMPICO . FAX (760) 777-7011 LA QUINTA, .CALIFORNIA 92253 INSPECTION REQUESTS (760) 777-7153 BUILDING PERMIT Application Number . . . . '�-64_,_0.000.E_53__'--� Date 2/25/05 Property Address . . . . . 80-375—POMELO APN: 772-250-022-188 -30357 - Application description NEW COMML - AMUSEMENT Property Zoning . . . . . . . LOW DENSITY RESIDENTIAL Application valuation . . . . 1617673 Owner. Contractor TOLL CA V TOLL BROS, INC. C/O KEVIN D DUERMIT 73121 FRED WARING DRIVE, #100 8901 E MOUNTAIN VIEW 200 PALM DESERT CA 92260 SCOTTSDALE AZ 85258 - WCC: MARSH USA INC. WC: WA762DO04723014 09/01/05 CSLB: 777699 04/30/06 CCC: B' -------------------------- Structure Information -------------------------- Construction Type . . . . . TYPE V - 1.HR Occupancy Type . . . . . . ASSY BLDG <300 NO STAGE Flood Zone . . . . . . . . NON -AO FLOOD ZONE Other struct info CODE EDITION .2001 FIRE SPRINKLERS YES MIXED-USE OCCUPANCY A3/B/M/S3 OCCUPANT LOAD 488.00 PATIO SQ FTG 2556.00 1ST FLOOR SQUARE FOOTAGE 14765.00 ------------------------------------------=-----------------------=--------- 2ND FLOOR SQUARE FOOTAGE 2607.00 Permit . . . . . . BUILDING PERMIT Additional desc Permit Fee . . . . 4775.50 Plan Check Fee 3104.08 Issue Date . . . . Valuation 1617673 Qty Unit Charge Per Extension BASE FEE 3539.50 618.00 2.0000 ---------------------------------------------- THOU BLDG 1,000,001 - UP 1236.00 Permit- ------------------------------- ELEC-NEW COMMERCIAL Additional desc Permit Fee . . . . 508.4.0 Plan Check Fee 127.10 Issue Date . . . Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 24670.00 .0200 ---------------'------------------------------------------------------------- ELEC GARAGE•OR NON-RESIDENTIAL 493.40 . . „ _4 P.O. BOX 1504 VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 4INSPECTIONS (760) 777-7153 BUILDING & SAFETY DEPARTMENT Application Number: — a3730- 1 Date: Applicant: Applicant's Mailing Address: ©nr 7 -KA c ro ire Architect or Engineer: Architect or Engineer's Address: Lic. No.: BUILDING PERMIT DECLARATIONS LICENSED CONTRACTOR'S 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 de, and my rise is in full force and effect. c� icense Class License Ne" ` —1 I � 19 o ate 2 Y Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' 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 Contractors' 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).): U 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 or 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.). U 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 contractor(s) licensed pursuant to the Contractors' State License Law.). U I am exempt under Sec. , BA P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I 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. 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 / is ued. M vforkirs' compensation insurance camel and polic number re: ` t gamer Y�r4�q J —L" � Policy Number✓ W �A (0 Q;'-) O C3 '1 2 S 0 'C _ 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 provisions. •i6ate 2 2 0 0 A,.plicant 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 ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 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 (Sec. 3097, Civ. C.). Lender's Name Lenders Address 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. I certify that I have read this application and state that the above information is correct. 1 agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for inspection purposes. g os Date Z 2 Signature (Applicant or Agerf��-------� ' B - -. Application Number Permit . . . . . Additional desc Permit Fee . . . Issue Date . . Page 04-00005753 Date GRADING PERMIT 15.00 Plan Check Fee Valuation . . . . 2 2/25/05 Qty Unit Charge Per Extension BASE FEE 15.00 -----------------------------=---------------------------------------------- Permit . . . . . . MECHANICAL Additional desc Permit Fee 326.00 Plan Check Fee 81.50 Issue Date Valuation . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 10.00 9.0000 EA MECH FURNACE <=100K 90.00 2.00 11.0000 EA MECH FURNACE >100K 22.00 12.00 9.0000 EA MECH B/C <=3HP/1.00K BTU 108.00 13.00 6.5000 EA MECH VENT FAN 84.50 1.00 --------------=--- 6.5000 EA MECH EXHAUST HOOD 6.50 Permit. . ---------------------------------------------------------- . . . ... PLUMBING Additional desc Permit Fee . . . . 560.25 Plan Check Fee 140.06 Issue Date . . . . Valuation 0 Qty Unit Charge Per Extension BASE FEE 15.00 59.00 6.0000 EA PLB FIXTURE- 354.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 4.00 6.0000 EA PLB ROOF DRAIN 24.00 11.00 7.5000 EA PLB WATER HEATER/VENT 82.50 2.00 12.0000 EA PLB INTERCEPTOR 24.00 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 1.00 7.5000 EA PLB OTHER BACKFLOW <=2 INCH 7.50 15.00 .7500 EA PLB GAS PIPE >=5 11.25' 1.00 15.0000 EA PLB GAS METER 15.00 ----------------------------------------------------------------------------- Special Notes. and Comments COMMERCIAL - 24,570 SQ.FT: CLUBHOUSE BUILDING, 2 STORY W/ BASEMENT, A3/B/M/S3 OCCUPANCY, TYPE V-1HR CONSTRUCTION. 2001 CODES. FIRE SPRINKLER AND MULTI STORY INCREASES USED FOR ALLOWABLE AREA INCREASE. **PERMIT DOES NOT INCLUDE TEMP Page 3 Application Number . . . . . 04-00005753 Date 2/25/05 ---------------------------------------------------------------------------- ,Special Notes and Comments POWER, BLOCK WALLS AND SITE LIGHTING** ----------------------------------- Other Fees . . . . . . . . . ---------------------------------- ART IN PUBLIC PLACES -COM ------- 8068.36 DIF CIVIC CENTER - COMM 2343.65 DIF FIRE PROTECTION -COMM 789.44 STRONG MOTION (SMI) - COM 339.71 DIF STREET MAINT FAC -COMM 567.41 DIF TRANSPORTATION - COMM 42531.08 Fee summary ----------------- Charged Paid Credited = Due Permit Fee Total ---------- 6185.15 ----- ---- ---------- ---------- .00 .00 6185.15 Plan Check Total 3452.74 2600.00 .00 852.74 Other Fee Total 54639.65 .00 .00 54639.65 Grand Total 64277.54 2600.00 .00 61677.54 r �P.O. BOX 1504 BuildiAddress /i J� �% J�� {'�/f (?� n DINT11-415CALLE CALIFORNIATAMPIO LA QUINTA, ORNIA 92253 V W I ICI Mailing Address ��•-��/ city Mvm Contractor Address O,f- -5- 7J,? APPLICATION ONLY j�75L�,�s �iVG, BUILDING: TYPE CONST. OCC. GRP. tREa A.P. Number 7::2 % 2 JO— 2 ?ip I To Legal Description Project Description State Lic. CityS Ft. Classif. 777 �'9 Lic. # o'? Sze Designer ­ Address Tel. Yui . 1lLf� AZ LIC. # LICENSED CONTRACTOR'S DECLARATION affirm that I am licensed under provisions of Chapter 9 (commencing with Set hvision 3 of the Business and Professions Code, and my license is in full force OWNER -BUILDER DECLARATION I he by affirm that I am exempt from the Contractor's License Law for the Ilowing reason: ( c. 7031.5, Business and Professions Code: Any city or county which quires a permit to c nstruct, alter, improve, demolish, or repair any structure, prior to its is ance also requires the pplicant for such permit to file a signed statement that he is license pursuant to the provision of the Contractor's License Law, Chapter 9 (commencing with S tion 7000) of Division 3 of t Business and Professions Code, or that he is exempt therefro and the basis for the alleged emption. Any violation of Section 7031.5 by any applicant for permit subjects the applicant to civil penalty of not more than live hundred dollars ($500). O I, as owner oft property, or my employees with wages as their sole c pensation, will do the work, and the s ucture is not intended or offered for sale. (Sec. 7044, usiness and Profes- sions Code: The Co tractor's License Law does not apply loan owner f property who builds or improves thereon d who does such work himself or through his o n employees, provided that such improveme are not intended or offered for sale. If, ho ever, the building or im- provement is sold with one year of completion, the owner -build r will have the burden of proving that he did not b ild or improve for the purpose of sale). ❑ I, as owner of the prope y, am exclusively contracting with lic sed contractors to construct the project. (Sec. 7044, Bu 'ness and Professions Code: The ontractor's License Law does not apply to an owner of pro any who builds or improves the r on, and who contracts for such projects with a contractors) ensed pursuant to the Contr 'or License Law.) 0 1 am exempt under Sec. B. & P.C. for this ason Date Owner WORKER'S OMPENSATI DECLARATION hereby affirm that I have a certiti ate of con nt to self -insure, or a certificate of Worker's Compensation Insurance, or a ceA y the of. (Sec. 3800, Labor Code.) Policy No. Co ❑ Copy is tiled with the city.a copy is hereby furnished. CERTEXEMPTION FROM WORKEE SATION INSURANCE (This section need not be complpe it is for one hundred dollars ($100) valuation or less). I certify that in the performae wor for which this permit is issued, I shall not employ any person in any mannebecom subject to Workers' Compensation Laws of. California. Date Owner NOTICE TO APPLICANT If,a r making this Certifl ate of Exemption you should become subject to the Workers' Co ensation Provisions o the Labor Code, you must forthwith comply with such provisions r this permit shall be dee ed revoked. CONSTRUCTION LENDING A ENCY I hereby affirm th there is a construction lending agent for the performance of the work for which this permit.' issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Addres This i/abu*' ing permit when properly filled out, signed and alidated, and is subject to expirationthereunder is suspended for 180 days. IcertiI have read this application and state that the abo information is correct. I agree toly with all city and county ordinances and state I s relating to building constructihereby authorize representatives of this city to ante the above-mentioned property fection purposes. of applicant city, New ❑ Add ❑ 411 Estimated Valuation PERMIT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS No. I FINAN(ONI Stories nt Alter ❑ Repair ❑ ,275- 3C)19 Demolition ❑ AMOUNT �O 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:— Validated by: Date Permit Validation: WHITE = BUILDING DEPARTME T YELLOW = APPLICANT PINK = FINANCE Coachella Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT LEVEL ONE AMOUNT: LEVELTWOAMOUNT: MITIGATION AMOUNT: COMMIND. AMOUNT: DATE- RF.CF.IPT- CRECK N. INITIAIS \ CERTIFICATE OF COMPLIANCE V (California Education Code 17620) Project Name:M uno fain�Voun b Owner's Name: Toll Brothers Project Address: 80-375 Pomelo La Quinta, CA Project Description: Club house building APN: 772-250-022 Tract #: Date: February 9, 2005 Phone No. Lot #'s: Type of Development: Residential Commercial X Industrial Total Square Feet of Building Area: 24,978 sq. ft. Certification of Applicant/Owners: The person signing certifies that the above information is correct and makes this statement under penalty of perjury and further represents that he/she is authorized to sign on behalf of o eveloper. Dated: February 9, 2005 Signature.. SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code Gov. Code Project Agreement Existing Not Subject to Fee 17620 65995 Approval Prior to 1/1/87 Requirement Note: Number of Sq.Ft. 24,978 Amount per Sq.Ft. $ .36 Amount Collected $ 8,992.08 Building Permit Application Completed: Yes/No By: Carey M. Carlson, Asst. Supt., Business Services Certificate issued by: Elvira Mattson, Office Technician Signature: NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND STATEMENT OF FEES Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District provide (1) a written notice to the project appellant, at the time of payment of school fees, mitigation payment or'other exactions ("Fees"), of the 90 -day period to protest the imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to advise you that the 90 -day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this time or in whole or in part prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date of issuance. Extension will be granted only for good cause, as determined by the School District, and up to three (3) such extensions may be granted. At such time as this Certificate expires, if a building permit has not been issued for the project that is the subject of this Certificite, the owner will be reimbursed all fees that were paid to obtain this Certificate of Compliance. tt\':camyd4C det leev ertilicate of compliancC 1')rrn tabl.esT ? i.fSfi.doc 1/16/03 T January 21, 2005 City of La Quinta Engineering Department 78-495 Calle Tampico Lo .pinta, CA 92253 . Rough Grading Verification Tract No. 30357 "Mountain View CountyuClub" " Club House We have checked the area referenced below and find it to be in substantial .conformance to the approved Rough Grading Plan. Lot # Plan Elev. As -Built Elev. Variation 188 Upper Level 40.5 40.5 0 Lower Level 28.5 28.5 0 Stanley C. Mors R.C.E. 20596 Expires 9/30/05 G:\38206\gen\Tr 30357 Lot 188 Clubhouse.doc - /Q\zOF E: SS I pNq No. 20596 r" \` GFCAV Stanley C. Marge 78.900 Avenue 47 VOICE; 760771.4013 Gary W. DOkich Suits 208 FAX: 760.771.4079 J.R. "Skip"Schultz le avinta, CA 92253 EMAIL: mdtloqulntaRmJ,conav111pg.mt •_ .: 0101 •NUMBER AW LOCATION DATE MATERIAL GRADE 60 SAN aERNAFtDIRO. rA 9741D CONTRACTOR RON MELBY HUB PALM DESERT .. p" (Seg) a".6705 fAX (Seq 888-8149 DETAJLS .- TESTING DELIVERY DAM., Keen �I :�.� ■t■■ ■:� �I� �I� ■IIEM�11100 ONE illEM ME! 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M01 INE EMISMI IlEMI11100■WIN ® monENWEEMt���t�:��l�■�i� -0101■ � • 0101__-■�__i_■_�_! ® M■■■ ■■ME!��■:����■��� INMENSiME! m 0101■■ ■■���■����ANN m 0101■■ � ■■���■��;�■������ m 0101■■ ■■��;■■��■■ m 01■■■ ■■���;�■�����■■� im0111MINEWEEMEI�����■�a�■��� ® 0111■ ■11■■�;■t■■■!■■���■■i■t■�■t■■ �rEnion9i •do0 15-6-00 Tod 1 bars "v HUB FABRICATION 1369 W. RIALTO AVE SAN BERNARdN0,CA924I0 PH. PoB) W-6106 FAX 1809) w -am 51ne1 weigh Rem no. PLACING INSTRUCTIONS OTV urtil JOB NAME MOUNTAIN VIEWC C.. . , LOCATION LAQUINTALCA CONTRACTOR RON MELBV HUB PALM DESERT DETAILS FOR CONT. FOOTINGS AND SOG AT 2ND LEVEL _ OT r THEOR.LGT. BARarta DIM A DIM B DIM C QTY a FT. IN. MARK " FT W FT IN FT IN .... ... DIM D FT fN REF. DWG. NO. ------- SHEET • ._ DATE _... • .._ . DET. BY TESTING DIM E DIM F DIM G F IN F IN JOB NUMBER 1 of i RELEASE NO. 2 MATERIAL GRADE SAC CODE DELIVERY DATE DIM H DIM J DIM K DIM O DIM R F7 IN F IN F1 IN FT W IN 1 0 0 21 EXT. MDS A PEDESTALS 0 0 0 312.0 SQ. X 12' THK "AM3.02 3 EW 9 6 54 4 1 6 1 6 PEDESTAL VERTS 4 TOTAL . 9 4 36 4 3 2 410 17 1 3 1 11 5 TIES 2 TOP 8 BOTT.1 MID 9 5 45 3 4 2 311 4 2 6 0 0 0 5 712.4 SQ. X 12' THK 1!!83.02 3 EW 81 6 48 4 1 6 1 6 5 8 PEDESTAL VERTS 4 TOTAL 8 4 32 4 3 1 412 17 1 2 1 11 9 TIES 2 TOP & BOTT.1 MID 8 5 40 4 4 0 313 T2 0 4 0 10 0 10 0 10 0 10 0 4 t0 0 0 0 11 2a SQ. X 12' TNK. "WS3.62 4 EW 2 8 16 .41 2 2 2 2 12 PEDESTAL VERTS 4 TOTAL 21 4 8 4 3 8 414117 1 9, 1 11 13 TIES 2 TOP & BOTT. 1 MID 21 5 10 3 6 8 315 T2 0 4 1 6 1 6 1 6 1 6 0 4 141 0 0 0 1S CONT. CONT. AT 2110 LEVEL 0 0 0 18 LONG ITS 3 CONT. LAP 24' MIN. 531 3 169 4 20 0 20 0 17 CORNER BARS 371 3 111 14, 4 0 400 17 2 0 2 0 18 TRANS Q 12' OC 940 940 1.1 1 0 1 0 19 VERTS 012' OC 940 1 940 1 3 2 5 301 17 0 6 1 I1 201 HORIZ I CONT. LAP 2f' MIN. 53 63 15 20 0 20 0 2T CORNER BARS 37 37 1 5 4 0 500 17 2 0 2 0 22 SLAB DWLSQ DR 18' OC SIS3.02 90 90 13. 3 6 3 6 231 0 0 0 24 SOG 5" TWX 0 3 0 15.00 EW 904 I 904 3 20 . 0 0 251 0 0 28 6001' PLAIN 0081E$ 0 0 27 800 Y X 3" POOL DOMES 0 0 28 0 0 yg 0 0 30 31 t.. 32 owscr&.2 G&W 11800 total x ms 3523 HUB FABRICATION 1339w RIALTOAVE SAN SERNARDINO. CA 9?410 PH. f9D91 e84-4700 FAX (WO) eee-e149 St14ti11w10A1 na PLACING INSTRUCTIONS JOB NAME MOUNTAIN VIEW C.C. _ LOCATION LA QUINYA. CA CONTRACTOR RON WCIBi HUB PAE_l_A_ _D_E_S_ERT DETAILS FOR TOT uai ITHeEoR LCI. BAR Den DIM A I DIM B QTY wo CITY sbml FT. I IN. MARK I too F-Tj IN I FTJ IN _ _ DIM C FT IN _ DIM D F-rl im DIO E H IN REF. DWG. NO. SHEET DATE DET. BY TESTING DIM F DIM G Fj IN Fd JOB NUMBER 1 of 3 RELEASE NO. 3 MATERIAL GRADE 60 SAC CODE DELIVERY DATE DIM H DIM J DIM K DIM 0 IDIMR Fl IN d IN F IN IN IN 1 HAUNCH BARS 2 EF LAP 24" MIN. 4 4 16 51 30. 0 30 0 2 BEAMS 0 0 0 3 81 SEE 71S3.04 0 0 0 4 BOTT. LONGrrS 1 2 2 Jill 24 2 4 2 1 1 4 4 10 30 1 1001 17 1 9 28 4 6 TOP LONGITS 1 4 4 1 51 16 0 1 50 17 0 10 TS 2 5 7 TIES 9" EA END MID 1& 17' 2 31 62 3 6 4 31 $4 0' 4 2 3 1 2 2 3 0 4 5 8 CAPS 1 31 31 3 2 7 311 17 0 5 1 9 O S 9 LOiNER TIES ® 10' OC 1 34 34 3 8 11 312 T2 0 4 1 4 f2 2 9 1- 412 2 9 0 4 101 1 34 34 3 3 7 313 T9 0 5 2 9 0 5 11 0 0 0 12 62 7183.04 0 0 O 13 BOTT. LONG17S 11 4 4 7 14 0 14 O f4 TOP LONGITS 1 2 2 Ill 46 0 48 0 15 t 3 E 110. 33 6 33 8 16 TIES 40 12' OC 2 14 28 31 6 4 31 S4 0 4 2 3 1 2 2 3 0 4 4 17 CAPS 1 14 14 31 2 7 3111 17 0 5 1 9 0 5 4 18 LOWER TIES 1 17 17 3 8 11 312 T2 0 4 1 4 1,7 2 9 1 4 112 2 9 0 4 19 11 17 1? 3 3 7 3113 T9 0 5 2 9 0 5 20 B! SEE 7133.04 0 0 0 21 BOTT. LONG ITS l S 6 110 28 1 28 1 22 TIES 60 9" EA ENO REST IV' 2 37 74 13 6 6 310 S4 0 4 2 3 1 4 2 3 0 4 23 CAPS 1 37 37 3 2 7 311 17 0 5 1 9 0 5 24 LOWER TIES 10- OC 1 34 34 3 8 11 312 T2 0 4 1 4 102, 2 9 1 4112 2 9 0 4 25 1 34 34 3 3 7 313 T9 0 5 2 9 0 5 26 84 7133.04 0 D 0 27 BOTT. LONGITS 1 4 4 7 14 01310 4 0 26 TOP LONGITS 1 2 2 11 42 102 10 29 TIES ®12" OC 2 14 26 3 6 4S4 D I 2 3 1 2 2 3 0 4 30 CAPS 1 14 14 3 2 71) 0 5 1 9 0 5 31 LOWER TIES QD 1Q' OC 1 f7 17 3 8 11 T2 0 4 1 41 2 9 1 4 1f2 2 90 4 32 1 17 17 3 3 7T9 0 5 2 9 0 5 F1 w��bti9.2 Qate011.60D lowobw 538 HUB FABRICATION 1359 w. RIALro AvE SAN BERNARDIKO, CA.92410 PH. (909) Be4E70e FAX (909) ass-ai 9 Sfwe1 weight rem nw PLACING INSTRUCTIONS JOBNAME MOUNTAIN VIEW C.C. LOCATION LA OUINTA. CA • CONTRACTOR RON MELBY HUB PALM DESERT DETAILS FOR BEAMS _ _ _ _ TOTAL be THEOR.LCT. BAR bom DIM A DIM B OrYl tmi QTY stoll FT. I IN. MARK tweFT IN FT OJ • • DIM C rTI IN DIM D FF IN _ • DIME FA IN REF. DWG. NO. JOB NUMBER SHEET 2 of 3 RELEASE NO. 31 1 DATE MATERIAL GRADE 00 DET. BY SAC CODE TESTING DELIVERY DATE DIM F DIM G I DIM H DIM J DIM K DIM O DIM R FYI IN FYI IFAIN fj N F4 IN FT IN IN 1 0 0 2 BEAMS 0 0 0 3 86 76,6413.04 0 0 0 4 BOTT. LONGITS' 1 5 6 0 23 7 6011 171 1 4 22 3 5 TOP LONGITS 1 4 4 S 12 11 503 17 0 10 12 1 6 TIES® 1Y OC 2 44 '31 8 4 310 S4 0 4 2 3 1 2 2. 3 0 4 5 7 CAPS 1122 22 3 2 7 311 17 0 5 1 9 0 5 S 8 LOWER TIES @ 117- OC 11 7 7 3 8 10111 312 T2 0 4 1 4112 2 9 t 4 2 9 0 4 g 1 60 60 3 3 7 313 T9 0 5 2 9 0 5 10 LOWER TIES @ 4- OC 8/53.04 f 53 63 4 10 0 414 2 3 1 4 112 2 9 1 112 2 7 11 186 TO 08 TMSS.04 D 0 0 12 HAUNCH BARS 2 EF EA SIDE 2 4 9 51 30 0 30 0 13 1 4 4 5 1 10 0 f0 0 14 06 7AIS3J34 D 0 0 15 BOTT. LONGITS 1 4 4 7 14 4 70 17 1 2 13 2 16 TOP LONGITS 1 2 2 5 8 7 50 17 0 10 7 9 4 17 1 2 2 6 28 0 6 17 1 0 27 0 4 18 1 2 2 9 22 3 22 3 19 B7 7AfS3.04 0 0 0 20 BOTT. LONGITS 1 4 4 7 25 7 25 7 21 TOP LONGITS 1 2 2 8 26 10 10 22 1 2 2 9 17 6 17 6 23 08 7AIS3.04 0 0 0 24 BOTT. LONOITS 1 4 4 7 24 8 7 17 1 2 3 6 25 TOP LONGITS 1 4 4 S 13 1 17 0 10 12 3 26 0 0 0 27 TIES @ 12.00 2 64 128 3 6 4 31 S4 0 4 2 3 1 2 2 3 0 4 28 CAPS 1 64 64 3 2 7 311 f7 0 5 1 9 0 5 29 LOWER TIES 0 10' OC 1 76 716 3 8 it 31 72 0 4 f 4 ff2 2 9 1 41 2 9 0 4 30 1 76 76 3 3 7 31 T9 0 5 2 9 0 5 31 0 0 32 -00 vwvian9.2doe0114WD Totmecus 577 HUB FABRICATION 1359 W. RIAL10 AVE SAN SERNARDIR0. CA 22410 PH. (WO) 894-6706 FAX (09) 68"M sheet weight JOB NAME MOUNTAI ' NVIEWCC LOCATION LAOPIKN.�* CONTRACTOR RON WERBY HUB PALM.DESERT DETAILS FOR REF. DMAO. SHEET 301 DATE DET.BY JOB NUMBER ■� 3 RELEASE NO. —3 ■■ MATERIAL GRADE SAC CODE DELIVERY DATE m • ■o©oe®®mom • m■��■■■�■■■■�■■�� ® ��o©m■mm�.®�m■■m■■■■■�■r venaonB2 d2led 51800 TOW 0.'0 M Cl 12 X12 4 # 6 VE RTS #3TIES @ 12"OC C2 14" DIA O O 5 # 5 VERTS # 3 TIES @ 12" OC C312X12 4#8VERTS -#'.3 TIES @ 12" OC MOUNTAIN VIEW C.C. COLUMS . 18" 11112" D 1 2110 5#3 T 2 T&B 1 1-3 #A VERTS 3#41-6 EW A 19IS3.02 e 0 5 # 3 TIES 2 T8B 1 MI 1-11 1-3 4 # 4 VERTS 3 # 4 1-6 EW @ 16" PED. 4 # 4 2-2 EW a@ 24" PED. B 19/S3.02. 2.0 1-0 r— r s r_nur a 313 15. OC a 6 1.00 12"0C 6/S3.02 20 1 •o r-- 105 -- 105 CONT. / a 3 0 15" OC a 3 0 12VC L.0 06 3 a 4 CONT. * 6 1-0 0 12 -OC 1 /S3.02 2,3,4, & 5 SIM. 2-0 1 -or - 1 -0r- 1 a 5 CONT. 030 15"0C a 3 0 T2 -OC L-0 FLfi-� 0.6 3 a 4 CONT. a 6 t-0 a 12'OC 8/83.02 2-0 1 a 5 CONT. 030 15' OC a 3 36 ® 16 -OC AT DOORS ONO �q X13 a 12 -OC L 06 3 a 4 CONT. a 61-0 ® 12"DC 6/S3.02 UPPER LEVEL FOOTING DETAILS C1 A I TOP BARS TOP BARS 2 # 11 46-0 4 # 5 MK 502 301033-6 TOP BARS SEE 132 8 B4 28-1 14-2 28-3 .. 1 � BEAM ELEVATIONS B1 TO B5 .............._.._.._.._._._._...._....._.._......_.._...._..._.........._._.._._......_..., 2 * 1124-2 1-7 ..._.._._.._._._._......_......_...._.._._._._....._.._...:._.._.._.._........_.._.._.._...._._ 4 # 7 14-0 5 # 10 28-1 4 0 10 MK 1001 .-- __--••.. BOTT. BARS ` BOTT. BARS BOTT. BARS 28-4 C2 B2 C2 B3 B1 SPAN 13-0 SPAN 27-1 SPAN 27-0 TOP BARS TOP BARS 2#1142.10 4d15MK502 2 # 10 33-6 10 14-2 21-11 _.12-1.... .._.._....._.._.._............ ................._... ......._.....__...__....... 1... __...... .......... .......... _........................... ...... _........... 1.._.._..._...._._....._.._..._.._._.._._............_.._....._.._.._........_.._...._.._..-.._...... ...._...........____............................__.._.._.___......... _....._>....___.._..._...... .... ......... J _ _ .........._... ....._. _.. ... ... ........._ _......... _.._..._._...__........ ._....................... ......................_....._....._...... 501028-1 ........ -'_-:_:_:_.__:_::::.-:_:_::.'::::::::'_-:-:.-:'-:':_':::-:':_'::::"_-:_:-:':-:::::':':.-::'.:_- 40714-0 5 0 8 MK 801 €_1�._._._ s. BOTT. BARS BOTT. BARS 22-3 _ BOTT. BARS C2 B4 C2 85 83 SPAN 13-0 SPAN 20.10 SPAN 27-1 BEAM ELEVATIONS B1 TO B5 �N`%AT E R, ESTABLISHED IN 1918 AS A PUBLIC AGENCY TRI COACHELLA VALLEY DATER DISTRICT POST OFFICE BOX 1058 • COACHELLA, CALIFORNIA 92236. TELEPHONE (760) 398=2651-i FAX (760) 398=3711 - DIRECTORS: OFFICERS:, JOHN W. McFADDEN, PRESIDENT STEVEN B. ROBBINS, NELSON, VICE PRESIDENT GENERAL MANAGER -CHIEF ENGINEER PETER NJULIA FERNANDEZ, SECRETARY TELLIS ELSON RUSSELL DEKAS RA DAN PARKS, ASST. TO GENERAL MANAGER PATRICIA A. LARSON October. 26, 2004 REDWINE AND SHERRILL, ATTORNEYS File: 0421,3 0721.3 060704-2 State of California Department of Real Estate 320 West 4`h Street, Suite 350 Los Angeles, California 90013 Gentlemen: In accordance with the District's currently prevailing regulations, we will furnish domestic water and sanitation service to the area described as Assessor's Parcel No. 772-250-022 located in section 4, township 6 south, range 7 east, San Bernardino Base and Meridian. These regulations provide for the payment of certain fees and charges by the subdivider and said fees and charges are subject to change. The area.must be annexed to Improvement District No. 55 to obtain sanitation service. The minimum monthly sewer charge shall be one equivalent dwelling unit multiplied by the applicable sewer service charge or 9.1 cents per 100 cubic feet of water consumption through any meters used for domestic purposes, whichever is greater. The terms and conditions of this letter will be subject to review and/or revision by the District if construction has not begun within -24 months from the date of this letter. If you have any questions, please contact David McGee, Development Services Aide, extension 3537'. Yours very y, Scott Coulson Service Department Director cc: City of La Quinta Gary Root, Riverside County Department of Environmental Health, Riverside Jeff Johnson,'Department of Public"health, Indio MDS Consulting, Inc., La Quinta TRUE CONSERVATION DM:md\ser\ds\oct\mds consulting4 _ USE WATER WISELY r _ LITT U V I ry 7A ;1 • DEPARTMENT OF BUILDING AND SAFETY f STRUCTURAL OBSERVATION REPORT FORM ;IIS REPORT INCLUDES ALL CONSTRUCTION WORK THROUGH 7 T'� DAY OF R,l L �J R� t PAGE NO OF 9 PROJECT ADDRESS STRUCTURAL OBSERVER35 STRUC. OBS. PHONE N0. .?00 � � QjrN't A Gr , 0 . -b Yi5(t- 9,05'2 4szs li 01NNER _ LIC. OR REGESTRAnON NO.S 2 4 � PERRMIT . OBSERVED STRINTUML EIEMEMS AND THEIR CONNECTIONS LOCATION AND PORRONS OF SLOG. DATE D -FOUNDATION El -WALL L A t ST Ij/ T6 4�JQA1�! 4 Q FOOTINGS, SLAB & STEN WALLS 0 -CONCRETE clSTEEL• MONIENRSPIM& l7 -CONCRETE Cl -PRESTRESSED CONCRETE SLABS O•NASOM D -STEEL MOMEM•ORDIMM El -STEEL DECK D•CAISSONS, PILES. GRADE BEAMS El -WOOD E 14M BRACED .. cl-WOOD 04ULSIDEBLDGS-SPECIAL FOUNDATION ANCHORS D- D•CONCItEm-ouCTILE 0- T Q D- D-CONQiETE4=-DUCTILE Q D- "r, txt►rtuutnutnutr. . rte% �- t�I G'► _ fy �t,�_'T c cp A-vJ � N n.y wAtt_0>7 LJ�JOOY,,- c-Xr� ciwC r D IJ NO G 46.7 7 n f)Alrcf 1 DECARE THAT THE FOLLOWING STATEMENTS ARE TRUE TO THE BEST OF MT KNOWLEDGE AND BEUEE t I AN THE REGISTERED ENGINEER OR LICENSED ARCHITECT WHO HAS RESPONSIBLE CHARGE FOR THE STRUCTURAL OBSERVATION 1, 01 ANOTHER REGISTERED ERGINE ER OR LICENSED ARCHITECT WHO I HAVE DESIGNATED ABOVE AND IS UNDER Kr RESPONSIBLE CHARGE, HAS PERFORMED THE REQUIRED SITE VISITS AT EACH SIGNIMCANTCONSTRUCTION STAGE TO VERIFY IF THE STRUCTURE IS IN GENERAL CONFORMANCE WITH THE APPROVED PIANS AND SPECIFICATIONS; ALL DERCEECES WHICH I DONMENTED HAVE BEET CORRECTED UNLESS OTHERWISE INDICATED ABOVE; I UNDERSTAND THAT FINAL ACCEPTANCE OF THE STRUCTURAL SYSTEMS BY THE DEPARTMENT OF BUILDING AND SAFETY CANNOT OCCUR WITHOUT THE CORRECTION OF ALL OBSERVED DEFICIENCIES;- I AN RESPONSIBLE FOR THE SUBMISSION OF THE ORIGINAL OF THIS REPORT TO THE DEPARTMENT OF BUILDING AND SAFETY, CITY OF LOS ANGELES . I HAVE PROVIDED STRUCTURAL OBSERVATION IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF LOS ANGELES.' wet SIGN " .. �::•.:... OF.ftEGI :EEVII.OR'Sl'ItUC, O DEFICIENCIES CONTINUED ON ATTACHED FORM (B&S 261 STAMP OF ENGINEER OR ARCHITECT' STRUCTURAL OBSERVATION DOES NOT WAIVE ANY OF THE REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THIS DEPARTMENT DISTRIBUTION: STRUCTURAL OBSERVER TO SEND ORIGINAL TO THE BUILDING INSPECTORS OFFICE, ATTACH THE FIRST COPY TO THE APPROVED PIANS, AND KEEP SECOND COPY FOR STRUCTURAL OBSERVER'S RECORD AND DISTRIBUTIONS. r BAS 261 L RIPS a Sladde,n Engineering 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 �777M i September 21, 2004 i Project No. 544-1274 � _ SEP 2 7 2004 41-09-673 BY: -------------------- Toll Brothers, Inc. 73-121 Fred Waring Drive, Suite 100 Palm Desert, Ca 92260 Attention: Mr. Lee Dotson Project: Mountainview Country Club Club House La Quinta, California Subject: Geotechnical Update Reference: Supplemental Soils Investigation prepared by Sladden Engineering dated October 4, 2002, Job No. 544-1274, Report No. 02-10-614. As requested, we have reviewed the referenced Geotechnical Engineering Report as it relates to the design and construction of the proposed golf clubhouse. In addition, we have visited the project site to observe the present conditions. The clubhouse will be constructed within the central portion of the Mountain View Country Club development in the City of La Quinta, California. The referenced Geotechnical Engineering Report includes recommendations for remedial site grading and the design and construction of the proposed clubhouse foundations. Based upon our review of the referenced report and our recent site observations, it is our opinion that the recommendations included in the referenced Geotechnical Engineering Report remain applicable. The structural values included in the referenced report should be applicable for use in the design of the proposed residential structure foundations. Conventional shallow spread footings should be at least 12 inches deep and bottomed into firm compacted soils. Continuous footings at least - 1 foot wide and isolated pad footings at least 2 feet square may be designed using allowable bearing pressures of 1800 and 2000 pounds per square foot (psf), respectively. Allowable increases of 200 psf for each additional 1 foot of width and 250 psf for each additional 6 inches of embedment depth may be utilized. The maximum allowable bearing pressure should be 3000 psf. The allowable bearing pressures are for dead and frequently applied live loads and- may be increased by 1/3 to resist wind, seismic or other transient loading. Settlements may result from the anticipated foundation loads. These estimated ultimate settlements are calculated to be a maximum of 1 inch when using the recommended bearing values. As a practical matter, differential settlements between footings can be assumed as one-half of the total settlement. These elastic settlements are expected to occur during construction. ucmm_�Wllp September 21, 2004 -2- Project No. 544-1274 04-09-673 Resistance to lateral loads may be provided by a combination of friction acting at the base of the slabs or foundations and passive earth pressure along the sides of the foundations. A coefficient of friction of 0.49 between soil and concrete may be used for dead load forces only. A passive earth pressure of 300 pounds per square foot, per foot of depth, may be used along the sides of footings, that are placed against properly compacted soils. Passive earth pressure should be ignored within the upper 1 foot except where confined (such as beneath a floor slab). Retaining walls may be required to accomplish the proposed construction. Cantilever retaining walls may be designed using "active" pressures. Active pressures may be estimated using an equivalent fluid weight of 35 pcf for native backfill soils with level free -draining backfill conditions. For walls that are restrained, "at rest" pressures should be utilized in design. At rest pressures may be estimated using an equivalent fluid weight of 55 pcf. Walls should be provided with adequate drainage. It is our opinion that the remedial grading initially performed including overexcavation and recompaction of the bearing soils within the proposed building area remains applicable. Because the building area has been rough graded, the remedial grading necessary at this time should be minimal The building pad areas should be cleared of any surface vegetation and root systems prior to grading. The exposed surface should be scarified, moisture conditioned and compacted to a minimum of 90 percent relative compaction. Fill material may then be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. Compaction should be verified by testing. It should be noted that the site is located within a seismically active area of Southern California and it is likely that the proposed structures will experience strong ground shaking as a result of an earthquake event along one of the faults in the region during the expected life of the development. As a minimum, structures should be designed based upon Seismic Zone 4 design criteria included in the Uniform Building Code (UBC). The potential for liquefaction or other geologic/seismic hazards occurring at the site is considered to be negligible. We appreciate the opportunity to provide service to you on this project, if you have any questions regarding this letter or the referenced report please contact the undersigned. Respectfully submitted, SLADDEN ENGINUE PFtOFEss,0 r1 L. AIVO Brett L. Anderson 6XIU2�_Principal Engineer Letter/lh QF Copies: 2/Toll Brothers, Iiia 4/MDS Consulting Sladden Engineering v� September 21, 2004 -3- 1997 UNIFORM BUILDING CODE INFORMATION Project No. 544-1274 04-09-673 The International' Conference of Building Officials 1997 Uniform Building Code contains substantial revisions and additions to the earthquake engineering section in Chapter 16. Concepts contained in the updated code that will likely be relevant to construction of the proposed structures are summarized below. Ground shaking is expected to be the primary hazard most likely to affect the site, based upon proximity to significant faults capable of generating large earthquakes. Major fault zones considered to be most likely to create strong ground shaking at the site are listed below. ' Approximate Distance Fault Type Fault Zone From Site 1997 UBC San Andreas 9.0 km A San Jacinto 33 km A Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is SD, generally described as stiff or dense soil. The site is located within UBC Seismic Zone 4. The following table presents additional coefficients and factors relevant to seismic mitigation for new construction upon adoption of the 1997 code. Sladden Engineering Near -Source Near -Source Seismic Seismic Seismic Acceleration Velocity Coefficient Coefficient Source Factor, Na Factor, N,, Ca C,, San Andreas 1.05 1.3 0.44 Na 0.64 N„ San Jacinto 1.0 1.0 0.44 Na 0.64 N,, Sladden Engineering