The URL can be used to link to this page

10-1282 (CSCS)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 _App] ication.Number: - Property Address: APN,: Application description: Property Zoning: Application valuation: Applicant: T4t!t aF4-4" BUILDING & SAFETY DEPARTMENT BUILDING PERMIT 10-00001282 79225 HIGHWAY 111 600-020-014- - NEW COMML - STORES & CUSTOMER SERVICE REGIONAL COMMERCIAL . 189207 ArALchitect or Engi eel:_ _ / ^^_U CITY 4F LA (),WNTA 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 a Professionals Code, and my License is in full force and effect. License Class: B License No.: 949005 - Date: � t(A�%�1 ✓Contracto . OWNER -BUILDER DECLARATION I hereby affirm under penalty of perju y 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).: (_) 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 employee y 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 contractor(s) 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 (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: - LQPERAIIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 1/06/11 Owner: GARFF PROPERTIES -LA QUINTA LLC 405 S. MAIN STREET #1200 SALT LAKE CITY, UT 84111 tractor: ITED CONTR DEV & CONSTR INC 0 S 1940 E T LAKE CITY, UT 84106 01)792-7417 Lilic. No.: 949005 WORKER'S 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 issued. My workers' compensation insurance carrier and policy number are: Carrier EXEMPT Policy Number EXEMPT 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. Date. _ 07 Applicant: WARNING: FAILURE TO SECURE W(RKERS' 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. 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. I agree to comply with all city and county ordinances and state laws relating to building construc ' , and hereby authorize representatives of this county to enter upon the above-mentioned property for inspe on purposes. � 4 bate;0� 1rrl' Signature (Applicant or Agent): LQPERMIT Application Number. . . . . . 10-00001282 Structure Information Construction Type . . . . . TYPE V, UNPROTECTED Occupancy Type . . . . BUSINESS <50 Other struct info . . . . . CODE EDITION 2007/08 ENERGY FIRE SPRINKLERS YES OCCUPANT LOAD 36.00 PATIO SQ FTG 1147.00 ---------------------------------------------------------------------------- 1ST FLOOR SQUARE FOOTAGE 3945.00 Permit . . . BUILDING PERMIT Additional desc . Permit Fee . . . . 954.50 Plan Check Fee 620.43 Issue Date . . Valuation . . . . 189207- 89207Expiration ExpirationDate 7/05/11. Qty Unit Charge Per Extension BASE FEE 639.50 90.00 3.5000 ---------------------------------------------------------------------------- THOU BLDG 100,001-500,000 315.00 Permit ... . ELEC-NEW COMMERCIAL Additional desc . Permit Fee . . . . 116.84 Plan Check Fee 29.21 Issue Date . . . . Valuation . . . . 0 Expiration Date 7./05/11 - Qty Unit Charge Per Extension BASE FEE 15.'00 5092.00 ,•.0200 ELEC GARAGE OR NON-RESIDENTIAL 101.84 ---------------------------------------------------------------------------- Permit - GRADING PERMIT , Additional desc . Permit Fee .15.00 Plan Check Fee... .00 Issue Date . . . . Valuation 0 Expiration Date 7/05/11 Qty Unit.Charge J Per Extension ---------------------------------------------------------------------------- BASE FEE 15..00 Permit . . . MECHANICAL Additional desc , Permit Fee . . . . 103.50 Plan Check Fee 25.88 Issue Date . . . . Valuation 0 Expiration Date 7/05/11 i LQPERMIT J - Application Number 1.0-00001282 Permit MECHANICAL Qty Unit Charge Per Extension BASE FEE .15.00 3.00 16.5000 EA MECH B/C >3-15HP/>100K-5OOKBTU 49.50 3.00 6.5000 EA MECH AH <=10K CFM 19.50 3.00 6'.5000 -----------------------------=---------------------------------------------- EA MECH VENT FAN 19.50 Permit . . . . . PLUMBING Additional desc . Permit Fee . . 88.50 Plan Check Fee'. 22.13 Issue Date . . . . Valuation . . . . 0 Expiration Date 7/05/11 Qty Unit Charge Per Extension BASE FEE 15.00 7.00 6.0000 EA PLB FIXTURE 42.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 1.00 6.0000 EA PLB ROOF DRAIN 6.00 1.00 7.5000 EA PLB WATER HEATER/VENT 7.50 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 ---------------------------------------------------------------------------- Special Notes -and Comments NEW 5092 SF AUTO DEALERSHIP BUILDING. [PROJECT INCLUDES 3945 SF SHOWROOM / OFFICES; 1147 SF.COVERED PATIO)TYPE V -B CONSTRUCTION•W/ 60 FT YARDS & SPRINKLER SYSTEM. "B" OCCUPANCY OCCUPANT LOAD =36 2007 CODES. 2008 ENERGY. **PERMIT DOES NOT INCLUDE TEMPORARY POWER, BLOCK WALLS, TRASH ENCLOSURE.AND SITE LIGHTING.** 2008 DIF. ' ----------------- ----------------------------------------------------------- Other Fees . . . . . . . . . ACCESSIBILITY PLAN REVIEW 62.04 ART IN PUBLIC PLACES -COM 926.04 BLDG STDS ADMIN (SB1473) 8.00 DIF CIVIC CENTER - COMM 2520.85 ENERGY REVIEW FEE 62.04 DIF FIRE PROTECTION -COMM 1420.20 - ' STRONG -MOTION (SMI) - COM _ 39:73 DIF STREET MAINT FAC-COMM 994.14 DIF TRANSPORTATION - COMM 22281.37 Fee summary Charged --------------------------- Paid Credited ------------------------------ Due Permit Fee Total 1278.34 .00 :00 1278.34 Plan Check Total 697.65 500.00 .00 197.65 LQPERMIT J ziwxaaa't 0f,'06L6Z 00' 00'005 Oti'06Z0£ T12gos, pusaO T%'flT£8Z 00' 00Tip'VT£8Z T-e4oy aa,3 .zau4O Z8ZT0000-OT zagwnN uoiq'2z)tTddV Building Address 7 Owner Mailing Address City Zip Contrac r , Address/ & Classif. G ©S' Lia # Arch., Enr., Designer RA� ge 06J,, �VZ-,711/7 • 4 4 4 Q" P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Lic. # LICENSED CONTRACTOR'S DECLARATION 1 hereby atfirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5, Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). ❑ 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 Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or im- provement is sold within one year of completion, the owner -builder will have the burden of proving that he 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 Cod(a: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law) ❑ 1 am exempt under Sec. B. & P.C. for this reason WORKER'S 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 Copy is filed with the city. ❑ Certified copy is hereby 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 the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to 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 if 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 Address City, State, Zip BUILDING: TYPE CONST. A.P. Number Legal Descri Project Description APPLICATION ONLY OCC. GRP. 0 Sq. Ft. ?�� No. No. Dw. Size c� Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation /Aye �7?o bL�v PERMIT Tv -c /� o AMOUNT cf b Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. d' Infrastructure Cir � r TOTAL 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: Validated by: Validation: Date Permit WHITE = BUILDING DEPARTMENT YELLOW = APPLICANT PINK = FINANCE Date 11/16/10 i No. 30860 CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road La Quinta, CA 92253 (760) 771-8515 z�oQ BERMUDA DUNES Cn RANCHO MIRAGE (� INDIAN WELLS PALM DESERT ,y LA QUINTA QINDIO yp O Owner Garff Properties -La Quinta LLC APN # 600-020-014 Address 405 S. Main St. #1200 Jurisdiction La Quinta City Salt Lake Zip Permit # Tract # No. of Units Type Commercial Lot # No. Street S.F. Lot # No. Street S.F. Unit 1 79225 Highway 111 Unit 2 , Unit 3 Unit 4 Unit 5 Comments 1,156 Unit 6 Unit 7 Unit 8 Unit 9 Unit 10 At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile homes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $0.47 X 1,156 S.F. or $543.32 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By CC -Bank of America, Matt Menlove Check No. 430901761 Name on the check Telephone Funding Commercial By Dr. Sharon P. McGehee r� Superintendent , .. , Fee collected /exLeed Pat cia Barbuzza Payment Recd i. $543.32 " 4 Overfflndli .- Signature - Y• NOTICE: Pursuant to Government Code Section 020(d)(1), this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID without embossed seal Embossed Original - Building Department Applicant Copy - Applicant/Receipt Copy - Accounting kc OACHELLA VALLEY WATER DISTRICT ASSESSOR'S PARCEL NUMBER 5-995 Avenue 52 oachella, California 92236 ------ ------- (760) 398-2651 APPLICATION FOR WASTEWATER INTERCEPTOR/SEPARATOR APPROVAL APPLICANT: Submit this form with a copy of a SCALED plot plan (I"= 20' to l" = 40' SCALE) drawn to District specifications. fee is when the application is submitted. Check must be made payable to the Coachella Valley Water District. Approval of tis appl catio shall r mainble val drng for a period required not to exceed one (I) year from date of payment: i Plan Check No. Person Job Property Address`"? c • , y `1 ( Address A 111 City State City State City y Legal Description '- �' 93 DBA ,^ L ( CLL Chevrr-- z fel -tet 3 OF &A Vie. /�s'`87 — % OtniNb"irhy� S �a.�%rr �r� 7 r✓t'-j", PLEASE COMPLETE THIS SECTION FOR REVIEW OF FOOD ESTABLISHMENTS G -3—A NOTE: PLANS WILL NOT BE ACCEPTED UNLESS THIS APPLICATION IS COMPLETE AND THE PLAN CHECK FEE IS PAID. GENERAL CONSTRUCTION: Type of Construction: New Food Facility Remodel of Existing Food Establishment Houts of Operation Seating Capacity: Internal External Service: External Seating with Misters or Heaters Bar with Food Service ' Bar Nonfood Service Water Softener Multiservice (reusable) Single Service (disposable) OWNER/REPRESENTATIVE DECLARATION: I certify that I have read the entire application and state that all information is correct. I understand that the amount of fee paid is based on my declaratio9 oEinformation on this form and that incorrect information is grounds for denial of the submitted plans. I also understand that plans will be discarded if not picked up in sixty (60) days of approval or"denii l and that no inspection of my establishment will be conducted, or approval granted to operate, until all proper informs ' ue ed has been eived and plans have been approved and returned. Signature' , Date /0 — / FOR DISTRICT USE ONLY No. of Systems. Type of System(s) . No. Dwelling Units Sand/Oil Grease Interceptor Waived Fixture Units Grease Interceptor % ew t:. Grease Lint Trap [] Replacement ❑ Addition p Connect to Sewer 0 Clarifier Gal REMARKS; - • X� ,S i ice,'—Jz/P--- Zip Telephone Zip This application is: Approved ❑ Denied [3 Conditional Approval' Fee S 'See Remarks Check No. Date " Initial 11-111e . Signature Date CVWD-921 ' PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF: BANNING BEAUMONT CALI M ESA CANYON LAKE COACHELLA DESERT HOT SPRINGS EASTVALE INDIAN WELLS INDIO LAKE ELSINORE LA QUINTA MENIFEE MORENO VALLEY, PALMDESERT PERRIS RANCHO MIRAGE RUBIDOUx CSD SAN JACINTO TEMECULA WILDOMAR BOARD OF SUPERVISORS: BOB BUSTER DISTRICT I JOHN TAVAGLIONE DISTRICT 2 n JEFF STONE DISTRICT 3. JOHN BENOIT DISTRICT 4 MARION ASHLEY DISTRICT 5 - -RI` ERSIDE._CouNTY_FYRE-DEPART-MEw . IN COOPERATION WITH THE CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION l 77-933 Las Montanas Rd., Ste. #201, Palm Desert, CA 92211-4131 • Phone (760) 863-8886 • Fax(760)863-7072 www.rvcfiire.org November 4, 2010 United Contractors Inc. 3170 Sounth 1940 East Salt Lake City, UT 84106 Re: 'Non -Structural Building Plan Review LAQ-10-BP-042 Ken Garff Cadillac Chevrolet 79-225 Hwy 111 La Quinta, CA 92253 Fire Department personnel have reviewed and approved the plans you submitted for the above • referenced project. Please be advised the following conditions apply as a part of the conditions for the issuance of a building permit. 1) Fire Department approval is based upon the.2007 CBC requirements for Group B and S-1 occupancies. It is prohibited to use, processor store any materials in the occupancy that would classify it as a Group. H occupancy. 2) Repair work and/or maintenance. using open flame equipment, welding -or the use of Class I, 11, or III -A liquids are prohibited. 3) The Fire Department, is required to set a minimum fire flow for the remodel or construction of all commercial buildings using the procedure established in the 2007 CFC. A fire flow of 2,125Qnm for a 4 -hour duration at 20 psi residual operating pressure must be available before any combustible material is placed on the job site. 4) The required fire flow shall be available from 2 Super hydrant(s) (6" x 4" x 2'/2" x 2'/2") spaced not. more than 450 apart. All Fire Department Appliances such as hydrants, FDCs and PIVs shall be located on the front access side of the building. PIV and FDC appliances shall.not less than 40' from the building or more than 200' from an approved hydrant. 5) Provide written certification from the appropriate water company that hydrants wilt be —' installed and will produce the required fire flow. The followine conditions must be met prior to occupancy w 6) As may be necessary to maintain proper fire sprinkler protection due to constructions changes, fire sprinkler system plans for the tenant improvement area may be required to be submitted to the Fire Department for review, along with a plan/inspection fee. The sprinkler system will have to be modified and designed in accordance with NFPA 13. A licensed C- 16 contractor shall do all sprinkler work and certification. The approved plans, with Fire Department Job card must be at the job site for all inspections. 7) Whenever sprinkler overhead mains of 4" size or larger are provided, the Riverside County Fire Department requires documentation from a structural engineer that the roof structural members will be capable of supporting the weight of the water filled mains and attached lines. Provide appropriate detailed documentation, with a wet stamp and signature, by the project structural engineer. 8) Install a monitoring system designed in accordance with NFPA 72, which must include a water flow monitor, control valve tamper and continuous monitoring service. System plans must be submitted to. the Fire Department for review, along with a plan check/inspection fee. Gate, Power Operated (driveway/road with powered gates). 9) Install Knox key operated switches, with dust cover, mounted per recommended standard of _ the Knox Company. Plans must be submitted to the Fire Department for approval of mounting location/position and operating standards. Special forms are available from this office for the ordering of the Key Switch. This form must be authorized and signed by this office for the correctly coded system to be purchased. 10) Operation of the Knox key switch shall simultaneously open and control the gates for both directions of travel. 11) Gates shall have either a secondary power supply or an approved manual means to release mechanical control of the gate in the event of loss of primary power. Gates/non-powered, for driveways/roads 12) Install either Knox Key_ Lock box or a Knox Padlock mounted per recommended standard of the Knox Company. Plans must be submitted to the Fire Department for approval of mounting location/position and operating standards. Special forms are available from this office for the ordering of the Key.Switch. This form must be authorized and signed by this office for the correctly coded system to be purchased. The keys for the gate will be placed inside these lock boxes for emergency access. 13) Gate entrances shall be at least 2' feet wider than the width of the traffic lane(s) serving that gate. All gates providing access from a road to a driveway shall be located at least 40' feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the road. Buildings/facilities 14) Install Kriox Key Lock box, mounted per recommended standard of the Knox Company. If the building/facility is protected with a fire alarm system or burglar alarm system, the lock boxes will require "tamper" monitoring. Special forms are available from this office for the ordering of the Key Switch. This form must be authorized and signed by this office for the correctly coded system to be purchased. 15) Provide keys to the tenant space for inclusion in the main building Knox Box. Key(s) shall have durable and legible tags affixed for identification of the correlating tenant space. Other requirements: 16) Install panic hardware and exit signs as per the 2007 CBC 17) Prior to final inspection of any building, the applicant shall prepare and submit to the Fire Department for approval, a site plan designating required fire lanes with appropriate lane. painting and/or signs. ' 18) Certain designated areas will be required to be maintained as fire lanes and will require approved signs and/or stenciling in red with CVC 22500.1 conspicuously posted. 19) Install portable fire extinguishers per Title 19, but not less than 2AlOBC in rating. Contact a certified extinguisher company for proper placement and spacing of equipment. 20) This building has not been reviewed or approved for high pile/rack storage. Prior to such use, building(s) shall be approved for high -piled storage (materials in closely packed piles or on pallets, or in racks where the top of storage exceeds 12 feet in height, 6 feet for Group A plastics and certain other hazardous commodities) or aerosols products. High -piled and aerosol stock shall be approved by the Fire Department prior to materials being stored on site. A licensed Fire Protection Engineer or a Fire Department approved consultant must prepare plans for high -piled storage or aerosol storage in accordance with the 2007 CFC and NFPA 13, 2002 Edition. 21) Shelving, counters, etc., must be in place, however, no merchandise maybe placed in the building prior to inspection. 22) Applicant/developer shall be responsible foi obtaining aboveground tank permits from both the County Health and Fire Departments. 23) Tanks for the storage of crankcase drainage shall be installed in accordance with the requirements for Class III liquid storage. Applicant/developer shall be responsible for obtaining underground/aboveground tank permits from both the County Health and Fire Departments. Installation plans, along with a plan check inspection fee, must be submitted to the Fire Department for review/approval. 24) Comply with Title 19 of the California Administrative Code. 25) Automatic gate operations are not a part of the Fire Department approval of these plans. 26) All fire sprinkler systems; fixed fire suppression systems and. alarm plans must be submitted separately for approval prior to construction. Contractors should contact the Planning & Engineering office for submittal requirements. 27) Approved building address shall be placed in such a position as to be plainly visible and legible from the street and rear access if applicable. Building address numbers shall be a minimum of. 12". All addressing must be legible and of a contrasting color with the background and adequately illuminated to be visible from the street at all hours. 28) Electrical room door shall be posted "ELECTRICAL ROOM" on the outside of door. 29) Fire Sprinkler Riser door shall be posted "FIRE RISER" on the outside of door. 30) Fire Alarm Control Panel door shall be posted "FACP" on the outside of door. 31) Roof Access door shall be posted "ROOF ACCESS" on the outside of door. 32).Each room with an occupancy load of over fifty people shall be posted in a conspicuous place on an approved sign near the main exit from the room. 33) A durable sign stating "This door to remain unlocked during business hours" shall be placed on or adjacent to the front exit doors. The sign shall be in letters not less than one inch high on a'contrasting background. 34), No inspections will be performed until Riverside County Fire Department staff has approved the corrected plans. Please contact the Fire Department Planning & Engineering staff for final inspection prior to occupancy. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for inspections are to be made at least 72 hours in advance and may be arranged by calling (760) 863-8886. All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering staff at (760) 863-8886. By Jason Stubble Fire Safety Specialist , v CITY OF LA QUINTA - PUBLIC WORKS DEPARTMENT GREEN S EET PUBLIC WORKS CLEARANCE FOR RELEASE OF BUILDING PERMIT Form updated & effective 9/25/2009 Green Sheet approvals are forwarded to the Building & Safety Department directly by Public Works. Please DO NOT submit the Green Sheet (Public Works Clearance) Packet to the Public Works Department until.ALL requirements listed below are complete. Incomplete applications or applications which cannot be processed will be returned to applicant. Date: I'D Developer: (2-2A F �t��-t' g's L C- - 15DP Tract No.: 'Lo iyAgf7 Tract Name: Lot No.(s): -TWI 'tS ' Address(s): -79 — Z't S l4 r4y l l Phone Number: Is -7 c 7 The following are the requirements for Public Works Clearance to authorize issuance of a building permit from the Building & Safety Department: ❖ CUSTOM HOMES: PROVIDE ITEMS #2, #3, #4, #5 & #7 BELOW ❖ TRACT HOMES: PROVIDE ITEMS #1, #2, #3 & #5 BELOW ❖ COMMERCIAL BUILDINGS/OTHER: PROVIDE ITEMS #1, #2, #3, #5 & #7 BELOW ❖. WALLS, SIGNS, OTHER: PROVIDE ITEM #6 BELOW ,6 Attach Pad Elevation Certificates in compliance with the approved design elevation for building pad (maximum v allowable deviation of +/- 0.1 foot). Pad Elevation Certificates must be current (within 6 months of current date). If a precise grading plan creates the pad for approval, please withhold green sheet submittal until a Pad Elevation 0ertificate can be provided. 2ttach geotechnical certification of grading plan compliance including compaction reports from a licensed Soils Engineer. Recently rough graded residential developments which have a previously approved geotechnical certification are exempt from this requirement. 1 �I 9 Attach recorded final map or title information/grant deed showing proposed building locations are legal lots. Complete the attached <1 acre per lot or infill project Fugitive Dust Control project information form, PM10 plan & agreement or provide alternative & valid City approved PM10 plan set reference number or hard copy plan. PM10 plans for commercial -& residential developments (beyond 1 lot) are submitted separately with grading plans �.� & are subject to additional requirements. A current PM10 certification number is required. Attach a copy of the rough or precise grading plan to the Public Works Department showing building location(s) for pad elevation verification. AO flood zone developments will require an approved flood plairi development plan. Attach supporting documentation for wall plan, monument sign, grease trap or special facility installations. Complete and sign the attached water quality management plan (WQMP) exemption form, if applicable. PW approved building construction projects require either a WQMP or a completed WQMP exemption form. Approved maps/plans may be viewed at the following link: http://www.la-guinta.orci/PlanCheck/m search asox I have reviewed and confirmed the requirements listed above as presented and find the improvements to be sufficiently complete for construction of the proposed buildings/structures/walls/signs on the subject lot(s). Pursuant to my findings, the above project may be released for building permit issuance. This section completed by City staff. �2Vf Cz:; ~NIDD i -r r 01iL., Recommended by:A2 Date: Public Works Distribution: ( ) Green Sheet to Building & Safety ( ) Green Sheet to Planning Department Declined for approval for reason(s) as follow(s), please correct and resubmit: T:\Checklists - Forms & Applications\Forms & Applications\GREEN SHEET cover & PM10 less than 1 Acre Revised 9-25-09.doc 1 SAN 80114 CIVIL ENGINEERING ARCHITECTURE LAND SURVEYING c December 6, 2010 W.O. 10-146-1 City of La Quinta P.O. Box 1504 La Quinta, Ca. 92247-1504 Attn: Public Works Department RE: Pad Certification — Ken Garff Cadillac/Chevrolet of La Quinta - Addition Lot 3, Parcel Map No. 28525-1, P.M.B. 193/85-87, O.R. Gentlemen: This letter is to verify that the location and elevation of the building pad for the building addition on Lot 3 of Parcel Map No. 28525-1 was field check by this company and found to be in substantial conformance with the approved Grading Plan. The results are as follows: Lot # Address Plan Field Difference Lot 3 (building addition) 79-255 Highway 111 67.00* 66.83* - 0.17' *66.83 is the correct pad elevation based on the structural section shown on approved architectural drawings. . oNpL LANG Sq 4'Bo GAG Since el , z o CL N0. 4146 EXP. 06-30-12 ,* E p;'s- o-12anborn PLS 4146 sTgrF OF cA`\FORa�P 71780 San Jacinto Drive, Building E-1, Rancho Mirage, Ca. 92270 T (760) 423-0600 — F (760) 423-0603 Sladden Engineering 45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite A, Buena Park; CA 90621 (714) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 800 E: Florida Avenue. Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778 December 13, 201.0 Project No. 522-1011.3 10-12-288 Ken Garff Automotive Group . 459 South i'Vl:ain Street, Suite 1190 Salt Lake City, Utah 84115 Project: Chevrolet/Cadillac Dealership 79225 Highway 11.1 LaQuinta, California Subject: Report of Observations and Testing During Grading — Service Bay Expansion Ref.: Geotechnical .Investigation report prepared by Sladden Engineering dated August 20, 2010; Project No. 544-1.01.1.3; Report No. 10-08-190 Summarized in this report are the results of in-place density tests performed at the subject site during the grading of the services bay expansion area along with pertinent observations. The project site is located at 79225 Highway 1.11. in the City of La Quinta, California. Grading for the proposed services bay expansion included overexcavation of .the surface soil throughout the building area. Overexcavation extended to a depth of approximately 3 feet below the existing grade or 3 feet below the bottom of the footings, whichever was deeper. The soil exposed at the bottom of the excavations was moisture conditioned and compacted to a minimum of 90 percent relative compaction prior to fill placement. The previously removed soil was placed in thin..lifts at .near optimum moisture content and compacted.to at least 90 percent relative compaction. Backfill material was also placed in thin lifts and compacted to at least 90 percent relative compaction. Field testing was performed on December .Pt and 2nd, 201.0. 'Testing indicates that a min.i.mum of 90 percent relative compaction was attained in the areas tested. The passing test results indicate compliance with the project specifications at the tested locations and depths but are no guarantee or warranty of the contractors work. Field Tests: In-place moisture/density tests were performed using a nuclear density gauge in accordance -with Test Methods ASTM D 6938-08. A total of 7 density tests were performed. Test results are summarized. on the attached data sheets. The approximate test locations, are indicated on the attached plan. December 12, 2010 -2- Project No. 522-101.1.3 10-12-288 Laboratory Tests: The moisture -density relationships for the tested materials were determined in the laboratory in accordance with ASTM Test Method D 1357-91. Load bearing walls may be supported on continuous spread footings and interior columns may be supported on isolated pad footings. All footings should be founded upon properly engineered fill and should have a minimum embedment depth of. 12 inches measured from the lowest adjacent finished grade. Continuous and isolated footings should have a minimum .width of 12 inches and'24 inches respectively. Continuous and isolated .footings placed on such. materials may be designed using an allowable (net) bearing pressure of 1800 and 2000 pounds per square foot (psf) respectively. Allowable increases of 250 psf for each additional 1 foot in width and 250 psf for each additional 6 inches in depth may be utilized, if. desired. The maximum allowable bearing pressure should be 2,500 psf. The maximum bearing value applies to combined. dead and sustained live loads. If there are any questions regarding this report or the testing summarized herein, please contact the undersigned. Respectfully submitted SLA.DDEN ENGINIEwE'. Brett L..And: rs n ) _C_1 P:r.incipal Engineer 9 ' 042Grading/gl e. Copies- 4/Ken Garff Automotive Group Sladden Eizl;ineering, _n I'S I CZ 114 Fi) K—::l j*_ti�:lClCl'q 15 C 'e-1 l UA — G L�= . % --=Z t1,- S.-9.Sa1 .All-gNac S14c►l_Lv�0•'7 -• 0 Ax-p'TBS 111 L 7DNIU VIM 9 dWSM. M td NM= MI 3101 'Sa •ro do sm, 7" nw 30N3aur'l - M, *'ttr iJl C.M. 1N07d - AOIOYA373 X31!300 s � At, �� ": � � '-'�`��r �, :r Dq /Pi:AQwaw.WA1 va Z!'O 'L9-99/£61, '9'Wd 't-SMZ '04 dYR -MVVd M £ TJOSVd 1110 M" .`1 �,vl D Guf x}7-71 ,.� s`L '4 Ctl0$l/ mb T*Y 40 ,*l7J ttritA 1x,6Y dvY a7dr t78w O I�mx ..�"iw ..w : .'S.'S'va..o.r.ew. • »•+M M.•er Au-.. + �v� 09X-[tz-060-t ,iTt;i p Sl6—OL!) dOS • ,►P A,¢ Ar li-rarn., s-i7r vrt AAAf147 Aaw Yr., llt AYMHJIH 119-9L - pW1 Ar- aas w1 u amo rA r 7Y :xlYnnpN30 31Y 5307 � "a- E OM10YO/InOVASHO dAVS N3� 7ami' .w�tN O°OaKt: �wi1 vi NF109VYS *0r1waT0Nv1 9i9e, , q 3 -RA ....q.L.a-ir .vin, rwv ArRrAa� �- +.w...9 -.�� /MLrx*p P11I a�Ar Am3ar tnuNV roN MRS Id JN/MM9 3SIJ3�ld _ 6�)�►`t � L. Yl, , d LD Ja �.� WIa.7Yf H'/8 O*LlL �®, nW °3/V Nd08IYS �� ell,-.. �Ald4� P � �qv � '� tTloq or02 7gPtlddop Q ,-� 1.YrlIW JK *an 6x17 i1t` AP.7.if SAW".1112 :SDNRfCA Al Wye �... :.a- x. AtAA-Y*- Ys•IA1 MYAq. w � -•w • .� -!.p r �. �.,� .�,..� ][W Y-ga1wM A b �3x0WN 1�M�tpilT a Y ^ imoinvo 'vimno vi L!O A , 5 3H1 NI 'ddf Ly0 SN0SN3i! f DN ioS It9ld b17d1lSO b'i � A1t0 H- w -. d "Ovw jyaw r jwm,wo 429oY60 35*Md L fL WWVW I Nwdwsm / X30 / S IN3X3trd 341500 JA0KN V iMRI VS- ® Lmo DY .0-0 3NW LWHdSY M3HEM - ('9Y .t,/1 -P [MO DY .r) 'JLLW 17YN&V 43N-= 734YUL A IUVd 7MS37OY- -'-'- rMus LOM h axw1swIF - Mus vivo 34wo- m 3r11LLitN3>--►- NXS 13uls- , avowiS 14[0!7-'1,% LWMH Mi -Mf suLn0 an sura smLw3---- aum aIY as*-- IN3M3nYd oxas f3 3p@-^-• AHVONW813YU1 ---- 353119DUO (BION .SS3100H07171 0Up7D OfL5O3-'97 LMMW ITf"Y-DY [%!33[3517 3dY3SONY7-71 Xxx OL UM _T1 LWd IR)61-'dH OaLLW 10 AGL035AM JO IN d-VId (71d� 3119 MNWA33Yd 231171-- o V39V dMNY1d—Yd 1AGMYd Jo 601—'d'1 N0035113110 A /NAM— 7'd 3Udp GWO MW JO LAW. -70'd ASM 3S113JJU JO iNpd'-'OIYd 311110 00—D7 3AWO A8039-79 LW U3U am NII -'11'13 Im3d &M a 310ag1I--'U,7T Nw13U &W NA38--NJS 3ANII0 A7 1410137-701 31!X0 WO(1LL33 358" AO LAAOd-JAild 3UM 7YMEM ON3-7A3 IRM MUM 370011E-9A'n 3WO WMLSI 14039-W79 3v M01i—"i! 91110 A d0L-71 1N2R3AYd JO 3003—d3 3106 all06—'dd 39YJ swo—'YD ON3037 LO-WC61 W-M'd 't -it= ids dVX 13381fd A0 C 73:SUYd N0/ld1tl0S30 7VO37 1101111 A31 107 A" A3UaS 7•xrn Derr* wyn0s DINW OOdOl YD viian0 Y7 l III AYAINDM Ito-QL S93800f> -ws -zmva OLYZZ X090 ON UW4 A.10# 7100 X 3612 3NOZ 0007] NW3d LR,Wr6t '97Yd 1-94392 ON dVX V-AWd NO NP016 SY 111,901." 91 N .XY£3'B aim NuAw awy >b 3MIRMA i SONIUV38d0 S/SM e10-020-009 :'ON 730HYd SMM3SSV aI�O•fn 91!41 -ns nMia3cmd IM V.; J 31m :1awd 113410 im dim -t13WOW 97/09 ar Nlt9 In � 31071 Owl IIAli 'a ffm T PA VIJUD VI - s31 3dW Arvin If3df073/130M3NM0 LB -58/381 VWd 1-6ZYW VN dVW 7WWd 410 6 73JHYd ,� d1NIn0 V-7 30 0b _7_71G /113_70&A3H0 338dJ N.9)4° ,-� off" NV7d JN/QV_H_J 3S1J3Hd W"aur o Wmap V7110 ,r-uo Amt Nr iee 419!1 auarti #14"41-[" � gaaua' r 46@01- -W= OL ION dMAUN/OUl st 3rmv 3101 'Sa •ro M 30N3aur'l (� V X31!300 s Vl 6 'nu MYH SQA '7x3 ss 1110 M" .`1 tst IvAOIM '0'Y WHOMHUY3 y p N g .Y 31Y 5307 IN3X3trd 341500 JA0KN V iMRI VS- ® Lmo DY .0-0 3NW LWHdSY M3HEM - ('9Y .t,/1 -P [MO DY .r) 'JLLW 17YN&V 43N-= 734YUL A IUVd 7MS37OY- -'-'- rMus LOM h axw1swIF - Mus vivo 34wo- m 3r11LLitN3>--►- NXS 13uls- , avowiS 14[0!7-'1,% LWMH Mi -Mf suLn0 an sura smLw3---- aum aIY as*-- IN3M3nYd oxas f3 3p@-^-• AHVONW813YU1 ---- 353119DUO (BION .SS3100H07171 0Up7D OfL5O3-'97 LMMW ITf"Y-DY [%!33[3517 3dY3SONY7-71 Xxx OL UM _T1 LWd IR)61-'dH OaLLW 10 AGL035AM JO IN d-VId (71d� 3119 MNWA33Yd 231171-- o V39V dMNY1d—Yd 1AGMYd Jo 601—'d'1 N0035113110 A /NAM— 7'd 3Udp GWO MW JO LAW. -70'd ASM 3S113JJU JO iNpd'-'OIYd 311110 00—D7 3AWO A8039-79 LW U3U am NII -'11'13 Im3d &M a 310ag1I--'U,7T Nw13U &W NA38--NJS 3ANII0 A7 1410137-701 31!X0 WO(1LL33 358" AO LAAOd-JAild 3UM 7YMEM ON3-7A3 IRM MUM 370011E-9A'n 3WO WMLSI 14039-W79 3v M01i—"i! 91110 A d0L-71 1N2R3AYd JO 3003—d3 3106 all06—'dd 39YJ swo—'YD ON3037 LO-WC61 W-M'd 't -it= ids dVX 13381fd A0 C 73:SUYd N0/ld1tl0S30 7VO37 1101111 A31 107 A" A3UaS 7•xrn Derr* wyn0s DINW OOdOl YD viian0 Y7 l III AYAINDM Ito-QL S93800f> -ws -zmva OLYZZ X090 ON UW4 A.10# 7100 X 3612 3NOZ 0007] NW3d LR,Wr6t '97Yd 1-94392 ON dVX V-AWd NO NP016 SY 111,901." 91 N .XY£3'B aim NuAw awy >b 3MIRMA i SONIUV38d0 S/SM e10-020-009 :'ON 730HYd SMM3SSV aI�O•fn 91!41 -ns nMia3cmd IM V.; J 31m :1awd 113410 im dim -t13WOW 97/09 ar Nlt9 In � 31071 Owl IIAli 'a ffm T PA VIJUD VI - s31 3dW Arvin If3df073/130M3NM0 LB -58/381 VWd 1-6ZYW VN dVW 7WWd 410 6 73JHYd ,� d1NIn0 V-7 30 0b _7_71G /113_70&A3H0 338dJ N.9)4° ,-� off" NV7d JN/QV_H_J 3S1J3Hd W"aur o Wmap V7110 ,r-uo Amt Nr iee 419!1 auarti #14"41-[" � gaaua' r 46@01- ID9TY 92-$ ovlasse3t711 -3t Wn OrADM511 Yf fZb09C 4700 oam ,O 4aw"n© as AiOCl7 sz ^ 97Pf7 4911'x1 sm At 37T7 tss6m sm At,z.Sl acwm convsd1D COIN ars H,eGTllf7 1191x/103 8r-) Oia?D-oY7PODl�f 176!1x1 HOU vdw Wks" AI000_aW 5Fv_w OPD I7=W*UINl AHTWA W71% 1 AWW A um GW bW all AF SW 1111941 WCW WYAAtlrla 34U 131380 VSW 940 NWXIYLNS4O a&8X& 941 A=UCPV oA ®W)MWS IOL MAAX194t I SNOUVOULLON.t.UW 'AIP -a to -M-4i' 119* e,n n oq flout t*AmovU, W 'L*Wd •141 A4 lw, ddo Uold IO+l- t•nP 49015M -a Aq P*4n1Nu so .*MILD•- P4-3 Imp Pw -p- Ill" OW010 IP40 -P)4- 441 Yt -MIP-4 -4I to A-rb-PO PwfPW -a neo-tO-W 4=p o; Peah-P 1901 -uoo -a i-MIPD; "1;,46iW/AuoRu*iu •60409 tuw;llo 0,4 A exureaA i yo nwydtvaeW'pW of ,gid APIVLO Wud 'JQMA= 0IR n-uw�wAduq %wet"Ww to wn3rui*uw ewv -elilm waorlatt 4;0*u-1* 10 UNI01444,luoa lie Juu*AD al Opp—dm q AD330gag3 941 'Al i plWwd 64pinw oiomdc Al ---a 1.." - -w*-ld 'UWAd 54POA v41 to Iwd la. *A *UWP pole •9t von P -P-14 441 AI vM011s 43 MPPcq 041 t0a I-ui01o;- ploiddo . w •P",4 1p,P seut6w sac 7ae(oAd -a Woo tmd.A W9 poq o41 A;lp;n 041 *qL 5t �6o�oP D- 'to6 twlloolwu '314»p •AajD. 0x11*! 04-0101 -a *1 PelrUv let+ 1�npq 64010+0 `6Wod a; JC44 0#1390`4 pw aog0 4 eq &ew spinal 4tw "Upey pufPAmp" W '*I 'A-1-4264 PINS. 010 All P9tn • - A WP - PMW -41 Lo '(2000" •a ALWn al ps-;-d eq 1104. 00yN4u wieD Aip*9p wnu4=w lu pWrtS 1-91 Wag Al pole v 0- eq IP41 Pw 0uy *40 A *1703 Puw ;9tnww ,(uowp 43016-4. ea 64407go I. P9Vlvw 041 al4 PWI1wM *q 0041 Jul 4003 p*tuA;wd 64;90; %ed L0 ad(; -a IM- IPw 41.46- .&M -a =4 PAWAddD PW J+D&J UNpodun3 PW -4l 'CI '-641d,---acqume0u Puuo4 oa of UgUPPD 4 oq 6041 91--4dw3 P -ft 10 w14cu Ponta o JO 9- 4.641904 Dvaold W IP 49 641-97 ONIVIMMOW .WOAd of lUwwdald P3n>a pw plu*4m4 aoq 4 I.WWm v0 IpW P- A3uaW !nal P--ddo A A-uO- *Ios o4; Aq Pe4WAYP eq. IPw q--1 Auw-p PP9 Le •-11-01 Zt �900gn9 KDAI'm. Aa; n"I tnp% .U. A. PlllwgM AUc euog-- t--4- Pull ea Waddo Aq .qlu M. Aw46u3 Allo olu '11 -uonae9 JCA}9 Wpg4�{ ea uo,dd0 IPw A -46u3 Azo *4L 'n-uw4n6-A -f7�e* ;33x4 *4_PP #1 69p*oA !0#100 +140 1-.4^ -4 RW- (-)feq 6q--PwRtDPY -eY Pa49ni* ." imo DY ,C n Uollac u UI%W PAU c4I#1-3 0A cu01t0** 14011 W: '01 -4V31410 *41 Aq Pe4u-}*P to I -P41100 - •ZUOL uOn- OP- &&Ing 'A -Lion ea a1--3uoPAo03o 4 p -4W wp eq IP,r AN* -p Pp1i -molt" 9110 -a Aq D -01x660 ao IwPAI*6o w 01OL 4011oc W. 64D6nW u-ilw ea Aq Powu+wlop to AHeuail wtw4xow I0 VUBWW (06) Aloqu to UMA4w o of Peyvdun" -q 604- *Id W '6 %a9D *q UDLP *aP09 to *do* W L'J'AW e4L svdOP IS Ao ;n3 I9 dol ea 4134 .Z.lo Wn,44w o P*PnM-o .q p- dvap Co Jo0,-u44W o q BOIP a6o4w0 XZ Cq ODVw 96c, jp ped OvMnq wmW4n '9 '}A0 -A 990* Wtwi-w uaW ogl P- tUq;ooUlood* -M'15Y A -d All -u-1- -119p, %116 I0 wm44w o #1 Pn000uioo eq Paw 1006 't 'tZ 04 Pow todoP @L Pw 1m w,aw m e4L '9 •ip *4I- eyl - .9 /o wnuA4o+ 0 7x00" *Ztw oyI �g D-P-u,woaDA ao Ao of POVIA3 M 110. 011#140 641-2* '6WA-P --vv 'S XJAd-d I-at(po 01 *601wp Pw A}o4 6!x0"-6 i,+u-Ad 01 P-WCAO -g flow WI++Oa 96.1" 0x#106-•1 t-An;3tuJ0: e6osArup I -"Dowd Io wnoru;9uoa q Aged P- tuallowdo d{poA V6noA 6uye1U 't '.*µend -14 4411- 9PW Pw tw1I0-9lwd* t -p to 411. n mfollmo e"M 01 412111*00.0 P- 6"1030 64x#10 P4Um;u0Pwft -%ONza Pw me46U3.M43 UM -0P o,u Y '40µ,n 41M 4411 - .poi pw 'ewnonpod9 %.old .041 a1- mucild- a *-U% -1 81gwA6 64trp P4 -P AmNW"M I-P9im VTJ A D tPw 1450Pa6 64,046- oa P- trnrngWw %c old Z UST -IU -091. 'ON, -wW*P1 '6LVNN'45v3 aaPPDIS 14 P-wdud bwZ 'OZ J0n61n .. 30100 '06!-•80-01 fttOl1113 aN VM SP PUD 'L%1- "im7P1 illy" DW8i� 11-41- 941 N n-w0gr", &-",B 0"904641 -a a1- oouop w 0 W *g tPw 64P0,0 't MON 1 AOWWN A9113A Of. ONf0YLX3 ONtUflo OPWAUd 29'O7nOHS S)faUOa NOUYArOX3 3Hl WUIY UOS 3AUVW 3144 jo VM -,M" MUDYdM" 311LYLi11 LW"0ad. 06 1SY3111' Ol allDVdit C afr ' MI400 JMSWf WM .V JO 1N51MOd ONL:; wuN a aiwapmw 3J uson 'S owx A vdJ A%u OU]OM 30YAU43904 Xa 71&=d _ U3tW bffi U3d ON107YI9 3NL Q,O(39 LZU 3AL JO IffWM Y A771`113LY1 GGLa OMHS OWVW WV -146V Wd330 SI HWH20tM-SONu00J' 3H1 40 rQUO6 illi mow tau r w 3was ow sm 3IO tl-0'739 1331 r" LSVTI TV A HUM Y 01 43n0R3d139:1716 71014 30YJ11/ts 811 umm" #01 3AUVH IN' V3!!k/MfMinedO NOUMVd3ad, 'A*4" ASPJ wn Aq pe4n0a to p9 op•A pw oMow►i. K 04 Pe4rb*A *q AO. 1APP 4 U Z io *1oac9 W ta;VQLl.'p-ld•A pw p-nouwA -q Dow -en A 47101- 4 tl Z (4*099) 0J9iow0 g1104d60' JO **WIDd luowet Py .1, Inbe m 6WA,d swro -.q oa 64agjo) *rq,q I,Z wo44 A400A P -n00 •q M•, A 64;oco tl,gep p aM"I.6d: o toll Itpool outoll. P-PoNl too •*,iP3 64004 #14 11 P"MI01 w rO, luv N DG 'PmA/WP6 1'0 10 nu ea /o ooa*b PUD 04-M Wom !q'Fw, 1040.0 Pifft •4L 'twRmuloadi y -EI uou0, PAF -w ea to £-COi 1101;090. O7 64UUgw3 ,Nt-SS, 9df1. iP4ow P9UPPu+9 otuquo 6411- -is " IPV• I90- ,Pot vV} 11: w ue+F,P 104.01100 11 '-- e90q i 9Y *14 Pw "oPlAn* Dy'd eq IP46 Woo 1.941: Y'.:C WW 4000 Ai gUoIU" rO ffolo, Aq •np.-•[.PLD VM_ 4o '(yPIA) P1D6OJ66e PA4W 4 9PW tuDl1DPCA6 g06lJUD w Iww $311"ImmW wlu, *a 64AJ1}-PI: v6l•eP wIw Poto0wd nctdwaa o 'IMOAdda. x(40 AI. ifuMm flow icn-A o, o4) twROAdo Swod Io I—— o;- AOyd -A*p (yl) 4ca1,,,-1 '•P-4.bv.+ 01900 .,tlY1 ','Z'. •P�P10dy Av46v3 Alto AW ;mal. Pt&aW Jou q-: Nogd-:pO4m4gna '.ougloos. P -1-1p 1-uwned *Ienlua iP4dto Po AN Pwaln q -1049 961 p,oPyo3S. Xjj3 •elgorogo: y.*mq. cwsiwjjtaiiw p-Y*nT0 oN 'P+aJddo A9046u3 x110 of 1o9(grM *NO.oIP ai. pnba . uoq P*W( nrUO tugUc I,w1N•A d go AOLeWi Pn *q of tl:ecog #1000x666 P"Pnn A •tag Z coo •wn3 escglt1 * lvop rim Alp pu.,dda-*A o w F-1119wo" "40001 IPI*" 6WVidd 4 *igo.oUP Of -vmoa 6t1m*e..jO 110 VD4.C:.NOW V -u1C441 aliAPtwc :µoydco 0-4-b-, ea l9 avwPq. 9V1 'PI-9tptA Me— owq *tq uo 311102 0107-4 AgwLo DP4A kwgoA (-u4t4w)'MW,R -404 911. A H 10 W -taw *urea 64**,. 1W, OL -040d -,CB -611 $tour,oO AowvU p w cto8. OI-OLDd-Z3-" x44"01 A0 " .uno3 OWIogU. moo6q.to-Pil.0 .4099 ucAD, (3*cr.S) WU:)f%LSWO 371111 OrMd 110. SMIXYZIU03dS (MYONy1S- 0W W ODV 114113** Lo -NP9 OI u -1-o: WA -t14lnP 14WL41VA ce*dtoa aww w (y) aml 4 PelpIxAq eq 1010 tAol..o Aq 3dtalca -6y od elcAwoa. 1164dY .1 -WWS as Aq P"M PW P*i-tug0M n uvjfwAd 043 'w;o.. u,un9" All Pop= tJWJrq d * lgod- Pitw3 a1 UmftM Plgl*n D n S3(W *Yl 'i7p. •a 411 1016 64x#11 -M o aao4 (3 P- Zddcsw -w u q -u d UonnMa Anok w -IS o 0x0630 (q x9DH*S) PAPa9 04-0 muno9-a wID#W. S 441 410, (ION) 70014 to "t.4 W PhMIA A e+vdap.+•tI/w 9 0 7!! W 41 (33061•) " * -I4o4'N13 -n—.-o I-11" 01115101 0 4ggP 1-nw -ma-t 4tryi oAu, n;qo'. 4333(0x6 UM01Ut94o0:Z; Ypnto4 Am e1*W�w(PS o; A*PA, 4 aKcaa W -dn 4410.-, *0113 .N 4�tP-kA .-VU mt-m'A 4• P6 115!1 WD P.I-d AV*dia d W Nw • � o w SrW+wi � 4I w046u3 AIA ea Lc 991134*908 *tp oI -uap eq of q 6411040 'tgiomdo 64010 eN 40 l/in! o sa uwyl w P#1itcap 91100 Pw P- -AP W /e"44 Peuovp •q Iw1IW o(" P•WD4 6Y'OL wo46u3 AnD ea 44 PQIwA 41 a op of uglD w n- c-fw vkm r Anal P- nvor Y *Agoq 11-44 ilia A- - pe -Quo A pnitwpd" eq gow wm*p v4ol aN ww." AID •41 Ag P.;m B el o- op o; u1Po onozw%no mixt wom t -p 6t"ll loll *I II- *AI4dw a 'aAOPIp4 A tpu-geM w IMM: Alp Aw "- P -Ulu -d eq Oow 4700 A- PQR-4 oa ID "I+WI A oN'. ro(0P9oH. PAP" w A o(opw5 w 41111 Aw Poln4o d Oq PoSN 4mm "";I q MYW S AvOW ,On94a AopwO WOC Aagwnfts of 49.1: AOM. R" W o4 MV001C ADW, 0naA4 Aep-M :ax BAov q 1-1 A!go10b 0I -QM 90 vPol.d • 0 -YI 611 IP Afo P u,.4md .q fP44 A.wd- -uAny l0 %w 1P4 ew 441!* Iu-u,g114v W ea --;4041 pw cwitoAdo U0fla . swo: '8 'AYU HO:l31UIlS QM MSN )n o A 'O96'r[ MOMS 1L3BKn11 3'O'H - aia 414,96-3 9161 mmwi69, o Aq vwp *q taw i-Uwaaldwl Pw PAowwa wgPruutnw 6t m punol Ao t1mld .a - pot" *.Pu, Wwq A n"t&nm. Asurl• BtNl - gsnzV I" tP+p mP.4yp OgJL 1a- nTI Pw 9d4} sa4-w i -um -w P- tDwO-1 1544}9 owaA 'c46p 1o4W0:-woo tulip ... Y-4• Bo f0 vo111004 ; P- "u" *a -Aldo .pox.. +x94643 AIA -c4L. 'L tu6P wpin6 Poo: 6uttw.- xAm[f&? 110 Lo IN41=1 0 v 'iuil-aold9A ea AJ cmuo4s. #Q .9. +elyptl IP Pw Aw •An99,d poo *;oaol Ifao *I, un3o; c14 Aq p•yofw0om W 146111, Woo t4ou" Bo P-. Aw AD; "wllod*u Awl, oq. n teeAo mj=.quo3, aqL -4x41-. 6y3Usuwn -ADI*q nsann 6410!4 io Io 1101;0001.110x- *'A *'4u+A;-P to":AI*M-a out •Ail- A" nou4X*Addo - 4"9341 ew 9011113#1 Puw gj' pun bvilcrip lO w,!?11??01. 041 '9^ -MI -LLL (09L)). to w3Pn4vwa I9 49046 }pop Pw. 64 -op - 04gwntg 'BuPDA6 A- 01 Aoyd -4 (91') 14"IM IIwuWDd*O w4MM 311W,d olt4n0 01 to 040 *a 4110U pate. "IrA wo o4(. y _sol .6o-6iguiq o6. Aao A g4nO D1 lD AM 041 44 Po -IM -1 co glwo„d IP 41o14lo tP!w MJ-cAvW O4L T 9►;MeA ";Cow t .Un d AQP-,*gnia P-niOPY: '109(33 •,U mi -"I PRob -t1an4tvoo Lo -Jn " oWnp^,ZopV- P1-tweu,r.- 141x,^3 go Aq *uoUdt AAIxIMo- A; eJgvmdtaA 0q .1 poo 04"10owwaw "A}u .VI m} 0 u- I.gmt1.P .Ilio.. *Wd DIW10 o'1 /o AID cin o1.4" 01" ADPaollu- *41 l0 A71wgle,! de 941 oq, IIOtR .11..2 'NOILOnIRSNM SNNOM 6119(ld_ N0J SNOIlY01MUS ONVONIn1S 941 10 4110 I P 114101 WA PYO Y1NN10 Yl M kM 34 JO SNYid C"aWiS 04) Jo loon". 199101 •41 4l"_9 w -p== 4 .wp p 104- +1103 W" 't S31ON JN/Ob'l1J:7b?l3N3FJ 3101 'Sa •ro 99Z 30N3aur'l sm *no 0££'t X31!300 S -a YID 99Z 'nu MYH SQA '7x3 ss 1110 M" Sal, 'tp tst IvAOIM '0'Y WHOMHUY3 ID9TY 92-$ ovlasse3t711 -3t Wn OrADM511 Yf fZb09C 4700 oam ,O 4aw"n© as AiOCl7 sz ^ 97Pf7 4911'x1 sm At 37T7 tss6m sm At,z.Sl acwm convsd1D COIN ars H,eGTllf7 1191x/103 8r-) Oia?D-oY7PODl�f 176!1x1 HOU vdw Wks" AI000_aW 5Fv_w OPD I7=W*UINl AHTWA W71% 1 AWW A um GW bW all AF SW 1111941 WCW WYAAtlrla 34U 131380 VSW 940 NWXIYLNS4O a&8X& 941 A=UCPV oA ®W)MWS IOL MAAX194t I SNOUVOULLON.t.UW 'AIP -a to -M-4i' 119* e,n n oq flout t*AmovU, W 'L*Wd •141 A4 lw, ddo Uold IO+l- t•nP 49015M -a Aq P*4n1Nu so .*MILD•- P4-3 Imp Pw -p- Ill" OW010 IP40 -P)4- 441 Yt -MIP-4 -4I to A-rb-PO PwfPW -a neo-tO-W 4=p o; Peah-P 1901 -uoo -a i-MIPD; "1;,46iW/AuoRu*iu •60409 tuw;llo 0,4 A exureaA i yo nwydtvaeW'pW of ,gid APIVLO Wud 'JQMA= 0IR n-uw�wAduq %wet"Ww to wn3rui*uw ewv -elilm waorlatt 4;0*u-1* 10 UNI01444,luoa lie Juu*AD al Opp—dm q AD330gag3 941 'Al i plWwd 64pinw oiomdc Al ---a 1.." - -w*-ld 'UWAd 54POA v41 to Iwd la. *A *UWP pole •9t von P -P-14 441 AI vM011s 43 MPPcq 041 t0a I-ui01o;- ploiddo . w •P",4 1p,P seut6w sac 7ae(oAd -a Woo tmd.A W9 poq o41 A;lp;n 041 *qL 5t �6o�oP D- 'to6 twlloolwu '314»p •AajD. 0x11*! 04-0101 -a *1 PelrUv let+ 1�npq 64010+0 `6Wod a; JC44 0#1390`4 pw aog0 4 eq &ew spinal 4tw "Upey pufPAmp" W '*I 'A-1-4264 PINS. 010 All P9tn • - A WP - PMW -41 Lo '(2000" •a ALWn al ps-;-d eq 1104. 00yN4u wieD Aip*9p wnu4=w lu pWrtS 1-91 Wag Al pole v 0- eq IP41 Pw 0uy *40 A *1703 Puw ;9tnww ,(uowp 43016-4. ea 64407go I. P9Vlvw 041 al4 PWI1wM *q 0041 Jul 4003 p*tuA;wd 64;90; %ed L0 ad(; -a IM- IPw 41.46- .&M -a =4 PAWAddD PW J+D&J UNpodun3 PW -4l 'CI '-641d,---acqume0u Puuo4 oa of UgUPPD 4 oq 6041 91--4dw3 P -ft 10 w14cu Ponta o JO 9- 4.641904 Dvaold W IP 49 641-97 ONIVIMMOW .WOAd of lUwwdald P3n>a pw plu*4m4 aoq 4 I.WWm v0 IpW P- A3uaW !nal P--ddo A A-uO- *Ios o4; Aq Pe4WAYP eq. IPw q--1 Auw-p PP9 Le •-11-01 Zt �900gn9 KDAI'm. Aa; n"I tnp% .U. A. PlllwgM AUc euog-- t--4- Pull ea Waddo Aq .qlu M. Aw46u3 Allo olu '11 -uonae9 JCA}9 Wpg4�{ ea uo,dd0 IPw A -46u3 Azo *4L 'n-uw4n6-A -f7�e* ;33x4 *4_PP #1 69p*oA !0#100 +140 1-.4^ -4 RW- (-)feq 6q--PwRtDPY -eY Pa49ni* ." imo DY ,C n Uollac u UI%W PAU c4I#1-3 0A cu01t0** 14011 W: '01 -4V31410 *41 Aq Pe4u-}*P to I -P41100 - •ZUOL uOn- OP- &&Ing 'A -Lion ea a1--3uoPAo03o 4 p -4W wp eq IP,r AN* -p Pp1i -molt" 9110 -a Aq D -01x660 ao IwPAI*6o w 01OL 4011oc W. 64D6nW u-ilw ea Aq Powu+wlop to AHeuail wtw4xow I0 VUBWW (06) Aloqu to UMA4w o of Peyvdun" -q 604- *Id W '6 %a9D *q UDLP *aP09 to *do* W L'J'AW e4L svdOP IS Ao ;n3 I9 dol ea 4134 .Z.lo Wn,44w o P*PnM-o .q p- dvap Co Jo0,-u44W o q BOIP a6o4w0 XZ Cq ODVw 96c, jp ped OvMnq wmW4n '9 '}A0 -A 990* Wtwi-w uaW ogl P- tUq;ooUlood* -M'15Y A -d All -u-1- -119p, %116 I0 wm44w o #1 Pn000uioo eq Paw 1006 't 'tZ 04 Pow todoP @L Pw 1m w,aw m e4L '9 •ip *4I- eyl - .9 /o wnuA4o+ 0 7x00" *Ztw oyI �g D-P-u,woaDA ao Ao of POVIA3 M 110. 011#140 641-2* '6WA-P --vv 'S XJAd-d I-at(po 01 *601wp Pw A}o4 6!x0"-6 i,+u-Ad 01 P-WCAO -g flow WI++Oa 96.1" 0x#106-•1 t-An;3tuJ0: e6osArup I -"Dowd Io wnoru;9uoa q Aged P- tuallowdo d{poA V6noA 6uye1U 't '.*µend -14 4411- 9PW Pw tw1I0-9lwd* t -p to 411. n mfollmo e"M 01 412111*00.0 P- 6"1030 64x#10 P4Um;u0Pwft -%ONza Pw me46U3.M43 UM -0P o,u Y '40µ,n 41M 4411 - .poi pw 'ewnonpod9 %.old .041 a1- mucild- a *-U% -1 81gwA6 64trp P4 -P AmNW"M I-P9im VTJ A D tPw 1450Pa6 64,046- oa P- trnrngWw %c old Z UST -IU -091. 'ON, -wW*P1 '6LVNN'45v3 aaPPDIS 14 P-wdud bwZ 'OZ J0n61n .. 30100 '06!-•80-01 fttOl1113 aN VM SP PUD 'L%1- "im7P1 illy" DW8i� 11-41- 941 N n-w0gr", &-",B 0"904641 -a a1- oouop w 0 W *g tPw 64P0,0 't MON 1 AOWWN A9113A Of. ONf0YLX3 ONtUflo OPWAUd 29'O7nOHS S)faUOa NOUYArOX3 3Hl WUIY UOS 3AUVW 3144 jo VM -,M" MUDYdM" 311LYLi11 LW"0ad. 06 1SY3111' Ol allDVdit C afr ' MI400 JMSWf WM .V JO 1N51MOd ONL:; wuN a aiwapmw 3J uson 'S owx A vdJ A%u OU]OM 30YAU43904 Xa 71&=d _ U3tW bffi U3d ON107YI9 3NL Q,O(39 LZU 3AL JO IffWM Y A771`113LY1 GGLa OMHS OWVW WV -146V Wd330 SI HWH20tM-SONu00J' 3H1 40 rQUO6 illi mow tau r w 3was ow sm 3IO tl-0'739 1331 r" LSVTI TV A HUM Y 01 43n0R3d139:1716 71014 30YJ11/ts 811 umm" #01 3AUVH IN' V3!!k/MfMinedO NOUMVd3ad, 'A*4" ASPJ wn Aq pe4n0a to p9 op•A pw oMow►i. K 04 Pe4rb*A *q AO. 1APP 4 U Z io *1oac9 W ta;VQLl.'p-ld•A pw p-nouwA -q Dow -en A 47101- 4 tl Z (4*099) 0J9iow0 g1104d60' JO **WIDd luowet Py .1, Inbe m 6WA,d swro -.q oa 64agjo) *rq,q I,Z wo44 A400A P -n00 •q M•, A 64;oco tl,gep p aM"I.6d: o toll Itpool outoll. P-PoNl too •*,iP3 64004 #14 11 P"MI01 w rO, luv N DG 'PmA/WP6 1'0 10 nu ea /o ooa*b PUD 04-M Wom !q'Fw, 1040.0 Pifft •4L 'twRmuloadi y -EI uou0, PAF -w ea to £-COi 1101;090. O7 64UUgw3 ,Nt-SS, 9df1. iP4ow P9UPPu+9 otuquo 6411- -is " IPV• I90- ,Pot vV} 11: w ue+F,P 104.01100 11 '-- e90q i 9Y *14 Pw "oPlAn* Dy'd eq IP46 Woo 1.941: Y'.:C WW 4000 Ai gUoIU" rO ffolo, Aq •np.-•[.PLD VM_ 4o '(yPIA) P1D6OJ66e PA4W 4 9PW tuDl1DPCA6 g06lJUD w Iww $311"ImmW wlu, *a 64AJ1}-PI: v6l•eP wIw Poto0wd nctdwaa o 'IMOAdda. x(40 AI. ifuMm flow icn-A o, o4) twROAdo Swod Io I—— o;- AOyd -A*p (yl) 4ca1,,,-1 '•P-4.bv.+ 01900 .,tlY1 ','Z'. •P�P10dy Av46v3 Alto AW ;mal. Pt&aW Jou q-: Nogd-:pO4m4gna '.ougloos. P -1-1p 1-uwned *Ienlua iP4dto Po AN Pwaln q -1049 961 p,oPyo3S. Xjj3 •elgorogo: y.*mq. cwsiwjjtaiiw p-Y*nT0 oN 'P+aJddo A9046u3 x110 of 1o9(grM *NO.oIP ai. pnba . uoq P*W( nrUO tugUc I,w1N•A d go AOLeWi Pn *q of tl:ecog #1000x666 P"Pnn A •tag Z coo •wn3 escglt1 * lvop rim Alp pu.,dda-*A o w F-1119wo" "40001 IPI*" 6WVidd 4 *igo.oUP Of -vmoa 6t1m*e..jO 110 VD4.C:.NOW V -u1C441 aliAPtwc :µoydco 0-4-b-, ea l9 avwPq. 9V1 'PI-9tptA Me— owq *tq uo 311102 0107-4 AgwLo DP4A kwgoA (-u4t4w)'MW,R -404 911. A H 10 W -taw *urea 64**,. 1W, OL -040d -,CB -611 $tour,oO AowvU p w cto8. OI-OLDd-Z3-" x44"01 A0 " .uno3 OWIogU. moo6q.to-Pil.0 .4099 ucAD, (3*cr.S) WU:)f%LSWO 371111 OrMd 110. SMIXYZIU03dS (MYONy1S- 0W W ODV 114113** Lo -NP9 OI u -1-o: WA -t14lnP 14WL41VA ce*dtoa aww w (y) aml 4 PelpIxAq eq 1010 tAol..o Aq 3dtalca -6y od elcAwoa. 1164dY .1 -WWS as Aq P"M PW P*i-tug0M n uvjfwAd 043 'w;o.. u,un9" All Pop= tJWJrq d * lgod- Pitw3 a1 UmftM Plgl*n D n S3(W *Yl 'i7p. •a 411 1016 64x#11 -M o aao4 (3 P- Zddcsw -w u q -u d UonnMa Anok w -IS o 0x0630 (q x9DH*S) PAPa9 04-0 muno9-a wID#W. S 441 410, (ION) 70014 to "t.4 W PhMIA A e+vdap.+•tI/w 9 0 7!! W 41 (33061•) " * -I4o4'N13 -n—.-o I-11" 01115101 0 4ggP 1-nw -ma-t 4tryi oAu, n;qo'. 4333(0x6 UM01Ut94o0:Z; Ypnto4 Am e1*W�w(PS o; A*PA, 4 aKcaa W -dn 4410.-, *0113 .N 4�tP-kA .-VU mt-m'A 4• P6 115!1 WD P.I-d AV*dia d W Nw • � o w SrW+wi � 4I w046u3 AIA ea Lc 991134*908 *tp oI -uap eq of q 6411040 'tgiomdo 64010 eN 40 l/in! o sa uwyl w P#1itcap 91100 Pw P- -AP W /e"44 Peuovp •q Iw1IW o(" P•WD4 6Y'OL wo46u3 AnD ea 44 PQIwA 41 a op of uglD w n- c-fw vkm r Anal P- nvor Y *Agoq 11-44 ilia A- - pe -Quo A pnitwpd" eq gow wm*p v4ol aN ww." AID •41 Ag P.;m B el o- op o; u1Po onozw%no mixt wom t -p 6t"ll loll *I II- *AI4dw a 'aAOPIp4 A tpu-geM w IMM: Alp Aw "- P -Ulu -d eq Oow 4700 A- PQR-4 oa ID "I+WI A oN'. ro(0P9oH. PAP" w A o(opw5 w 41111 Aw Poln4o d Oq PoSN 4mm "";I q MYW S AvOW ,On94a AopwO WOC Aagwnfts of 49.1: AOM. R" W o4 MV001C ADW, 0naA4 Aep-M :ax BAov q 1-1 A!go10b 0I -QM 90 vPol.d • 0 -YI 611 IP Afo P u,.4md .q fP44 A.wd- -uAny l0 %w 1P4 ew 441!* Iu-u,g114v W ea --;4041 pw cwitoAdo U0fla . swo: '8 'AYU HO:l31UIlS QM MSN )n o A 'O96'r[ MOMS 1L3BKn11 3'O'H - aia 414,96-3 9161 mmwi69, o Aq vwp *q taw i-Uwaaldwl Pw PAowwa wgPruutnw 6t m punol Ao t1mld .a - pot" *.Pu, Wwq A n"t&nm. Asurl• BtNl - gsnzV I" tP+p mP.4yp OgJL 1a- nTI Pw 9d4} sa4-w i -um -w P- tDwO-1 1544}9 owaA 'c46p 1o4W0:-woo tulip ... Y-4• Bo f0 vo111004 ; P- "u" *a -Aldo .pox.. +x94643 AIA -c4L. 'L tu6P wpin6 Poo: 6uttw.- xAm[f&? 110 Lo IN41=1 0 v 'iuil-aold9A ea AJ cmuo4s. #Q .9. +elyptl IP Pw Aw •An99,d poo *;oaol Ifao *I, un3o; c14 Aq p•yofw0om W 146111, Woo t4ou" Bo P-. Aw AD; "wllod*u Awl, oq. n teeAo mj=.quo3, aqL -4x41-. 6y3Usuwn -ADI*q nsann 6410!4 io Io 1101;0001.110x- *'A *'4u+A;-P to":AI*M-a out •Ail- A" nou4X*Addo - 4"9341 ew 9011113#1 Puw gj' pun bvilcrip lO w,!?11??01. 041 '9^ -MI -LLL (09L)). to w3Pn4vwa I9 49046 }pop Pw. 64 -op - 04gwntg 'BuPDA6 A- 01 Aoyd -4 (91') 14"IM IIwuWDd*O w4MM 311W,d olt4n0 01 to 040 *a 4110U pate. "IrA wo o4(. y _sol .6o-6iguiq o6. Aao A g4nO D1 lD AM 041 44 Po -IM -1 co glwo„d IP 41o14lo tP!w MJ-cAvW O4L T 9►;MeA ";Cow t .Un d AQP-,*gnia P-niOPY: '109(33 •,U mi -"I PRob -t1an4tvoo Lo -Jn " oWnp^,ZopV- P1-tweu,r.- 141x,^3 go Aq *uoUdt AAIxIMo- A; eJgvmdtaA 0q .1 poo 04"10owwaw "A}u .VI m} 0 u- I.gmt1.P .Ilio.. *Wd DIW10 o'1 /o AID cin o1.4" 01" ADPaollu- *41 l0 A71wgle,! de 941 oq, IIOtR .11..2 'NOILOnIRSNM SNNOM 6119(ld_ N0J SNOIlY01MUS ONVONIn1S 941 10 4110 I P 114101 WA PYO Y1NN10 Yl M kM 34 JO SNYid C"aWiS 04) Jo loon". 199101 •41 4l"_9 w -p== 4 .wp p 104- +1103 W" 't S31ON JN/Ob'l1J:7b?l3N3FJ • �- +�....�,1-.M1-y.:. ;�,.o�..,., ,•fin ` _-`^y' - . - ...:...Z-'1�r Ji /� a2 MANX i) !j S%!!r iil T , r rl f l cwre srrteot. or o _1_� !f /� ,,��yy�� ! CCe95Rtl lTY 70 cC7RX7 VALVE \�_ R.•�j� �' / ✓f j / i � t �I �vjpp�; ! Xe 9l• X 3l' ON PAINT THE b'ORM _ _-'moi^w--• �� TAL42 ' 1 � ,d--11)�t-_.r�20.gS '\ �'}1'�,L 1 \ ; �'r l; ` A 817E BACKGR9LV/N 1 1 HA 2 PF . -- • .-%�F� l; _""` _ ----- "�57 KJl7ER NA6V - + rSEYr£R o+Ott.b+cr \� y�'� / t �'"-.�,,;i / I I 1 ' 76' -"'---'_. LAXRAL � Ol'FRf107V MAX CA __.,_,_,_'_,_._,,._,� •�R _�_____•_-_.-:_._._ �,/%' VE'v�.LN:/f,�/{•/-�--'b�_ -""'-•+. _'_" v'o D /-��` r .,_.��• ---_._ . % ._ �'.� r j r 1 8'-O" VAN Accmi LEPARnNGSI'ACEfNAGRAA! �`� n PATH OF^igA}i1. a• 7L Cow, PLASTER SQUARE ___.•� - -t,•-,___,__- .� p7 rl r U_ Kr.S AY S))aPSRG Q� ExE CASMc BEAD RIB84N'- ,:K FS 61.60 j g d6 _s.:. t . �., r i J t as m�u. a�n.ro R• Q48X r - ft04kNJE.Q {" SDEV! 1v'� r r }✓ I * , l i C ,K e.s.,r ooas � I i., s FS 6466SEALAN ROD R r •.{, I % r. "_-`'r-11.A�wmra - t R C PA S LEm -o atDE ,Pe"°"a° cmo7taCOMA STRIPP4Vo . -' . PI6tt SOl N0.. STELlYYALLA7 UNAUTHORUEDVEHICLE DETAIL 4" WHITE DOME � DEIAIL HC I GUTTER -'V" bRIVEWAYAPPROACH �l0 2 00 " N SIDEWALKDETAIL - A° � ° ° WARNING SIGN STRIP FOR PARIUAfra'LOT WJACCESS/BLES/DEWALK7 r3 r Arm MIS _.....____._. ........, SCALE 1 'K T.S _777777•aY0' MT.S Rf?p97Ap/ Al70CE CAtt 3FGlPF 11MJ OIG n'-' ^wi1i v, ,�„,, ,,,,,, „m,E��" Q� ,xm lw�®coy��t8h: tato �n�� SANBORN A/E _ IN THE CIT7.OF. LA QUINTA; CALIFORNIAVZ sxEEr ra B RENSKWS GATE RPP,BX%S Of - r,Pa'.p7ma L e.em Sen to•"icpr4i 7,760 sn+ iAan,O 0 *,& Meow w'"@,�.R� y ,me+ Ptre sw..SCy r.Ns.'rsa.CrR movershAw•s ALJ Rlgh Gs asergad ` .�;� RMrCNOeeww±R�i.e°Oo3sPLAN: as an PRECISE GRADING PIAN ` 2 SANBORN Y v 3 sin 3 no.97 a KEN GARFF CHEVROLET/CADILLAC g xu nt orwwm.m .s6m ac . � ww.r :.� BEHCi1NAitlC +a s -r -r am re .0 scab r. sr + .wv . IM ... 78-611 HIGHWAY 111 FM a t� ^.wRYGcACERT ;,, r• u MW aam W N67 A *UVW l AT PE o6arr R urt am .vtim+v e, °G . - . • !?- SDP 2010-915 Au orrs anmaAx+:Ac t�ltlo-v7 '""'' ,,,,• - WWMC i aas ANDW Ave Ams seen �. w e- . . „•,�, RIOeIR>aas OIa PARCE: 3 OF PARCEL MAP NO, IB523-7. P.N.B. 183%87-87. 0.R. [a RFkRC'64)S 6'T.Jff !RV a <rrw w'mrwwa w.wrr' . GfMAlKW . 007 oaoTD eti A¢! 0.0L 'im5 R.ti'. ,)JA .. 61 $fCTICN 10. 101N5rfP 3 SOYOL RAt10E 7 EAST. SAM. �"� sa-at T/VS 'lSY9 [ 3mWa 'W= C St&M V P=039 In - .. 'b7 it�P 77Y - ,s'[ rav W ®taro La7Y7 - 7AitG1323 +ell .. :A tla1'3'Jt119 Stec dPAYA� t -S9/"` [mtsalm•aNraTotre3AroawastmN .�...rm ei'f:.r,' nu bb 'L8 r6t '8'W'd '1-SZS9Z 'ON drK 13JNrd d0 f tiONrd XV0 zcattc lWtla 1O 4 r " - oow-ltt-078-1 37Ftf 1 ' 916-OLOZ d0S♦ mo 4 awm pro -tr. W�v+u sa lv ratvtwNroe(ar.uxm,a�ond +Le.,r'""'..:o... ttl3N mmom A >zb ! (( 1.b'MHJIH t L9-8L ;a aosnr+as •, ••• •• ` • W -♦ aara s+r of Wit° z-e-r ala. Ol "HDN3B ' e6,ow..:• ...• ava tei:w r; tm<,va�sP snr �, $ vim OY1110YO/1310WHO d.4WD NMI °°S�1 `�° PR109ivS G 3 �"'-„'^”` �° o'^t�^•••,. •w Ta .. d Y NN OPIaN1,b ♦, ♦ —asp !,bh KNam fa•LW 47rd M� M FaRfl AraRr e •e P 2l QiVBJLi l!T' Nt/7d JNiat/!!J 33133�ld' err NrC M[,[heeaM� �� d ruoqtstzg ,.ter ",,a:, Jw,P>am�. .....,.om 'ON 133M Ymo:inY0 'vimo Y1 d0 [llp 3H1 NI ., -Lq 3/Y NUOI NYS Qroz o4PFz6do� ® :SMUft3e � Slsre ear xa 7p1 3ivte r r st ZEg�L� -- Au--/ 3'IYJb Mad dhW sw 09 orW W 8 d0 CJ-93HS 339 -3N17 HOIKV s S7/dJ30 dNVY sync frog qq rA :& BMu y7 d .9 oS W { j I < t .► 11f`Id t --- --- ' Ql ° ._ I i l $ 71Ad z S Wo o ! F 71VJ30ONVIA ID a pr' { mea v i u3e 3iWNJ 1 y11 y3Qb . . t ! n 99 1331G Ted r311r wp.t1 L I r _ m I t °.I1 ; ; I ��;L. — — US� ffi'1 •N �� .►/` j 1 7 L t•ag ' („ OCta •J'J ..__ ( •LSO° Np' 8t I< i P t (Or• i 111.14YS i -'i` e E ;JIj s/rAutvAvv6ddv i 090 t13d diWb or lid, 1 I ; I u aB Z L orte Ss ore u ! ; 3W Nb13LLVd INYM 33s1 eM16 3iY00031b"J1VndlL Q3S1W81 I 'Sa a 1 `} ' _- -- t7�3 _ +� S•Sa rt 1-. SMp 7D t 9MTYdS 1131N39 < ` v i I ,I••- , t}o C - epi --� ;y.[' ' l !Dd 537WM.lt� b e o .nz a� ; I t f E 30ai BlE?O •0 1 , m mi t (mlj LOl d'1SDO i' 'd t - 08136 tSN d yy}} P 3•--4:1•" t y� 11S0 O v O ppr�•H 13jay L o MOM O o j< S Ef Lg olaa..L SQ! aNro1150q i i. \ j 8l 01� d{ltvaln� eb%i� 38� c \ Y d 10 _ �i P004 r Le ese \� I, cc w YAM= a I )aw . I 4 ti L4 99 CTS ULwScMf z6sa t _�• I. e __ L_a I 1 . i TT/Mi D '150° ?A 'ONW ";550(3 n I mo61aa I � ----- `! L •a5 , E 8a S>'A'dY13a 1 li 10 ', i 3W I t 101 d 9 - SYW Ea'i9 i. i , tlW000! .09 ,LY •O-,s R La 1, + I ` Y'd I I IV'd Yd 41'55 I t lt('Now I tWIS ale &.4 -diYD2 V* B! v -3JY •.�: ( ro•M 1 t sfss � I I �'lY3Z3 1 - Ws 89 � a�` o[ - �` i `e NIY o y. I sr ea s HWA7 Iv &M/G tr / � 7 � •Lf _- .Y3LLro Pg8w0 '150(3 I ` A1R1 .15d10� Qr "M Zvi NriY ADI I „ r/ ',Ipl O� HUM v BWD � O U Of'f9 SS'B9 � .J,.,,_ .-..L.•-.._1_-... I ' i ra•4g i`i D (31 (��, Ira9 .:�5tr� „ O Yd aas015 15IX3 /}Wa= DOM&rd 3Y Oltet503 "a? 7-- �`0 ,% m mm TWO, ,r 8l•C9 901 P /�'` '.•1„••...,L i 09.9 N3vasa ,few m_� �•t V ° rL'aakt !ONES ,al 151%3 d �^•``` „ r� _ ca >�Y3�A or 01 r rob aS0 10 ABN I�i1p 113LL(Ci s 8t1(i0 1$Ki aw'tr Dtd ,, aw 365 £L Ba • . Ow 335 � :.-.��..��-' ag �_- _�l �, --- '- -' - _.^_.__— _'4 _"^•--....... ' 1 I '� i4�v it'1%J,'Y9 .ra...:.. C9 •��.. 1.-�,,.'c--_--g0 �` 1 3la1aold dv3m la"nmvidS 3o /it'd * ,L Ora .a !(_40t v 3s 3ml 13.�1tYMS s 3w iS3tdY3N 30YiM1S aNaaNYAP .3TBa16.3130 3M A 3JYA 3N1 r I � � I 4 �, `•- ', �, _ __ o for �� . _. , � ... ,�- �.� " �s _.. -- _ � .._ —_._.__-• -_ ._..._.__ . SSWSJ40W 7VWdS 314 M SLNDU04XL7N .•• 1 a �,,,.• ,r~ _ •" °. 3N1 ONv Nrid SIMI Na SIWL303N1 01 d@10O107 TjWNS S 0V"W E ; 1 S •zp N 15013 - _ ...-^29rMi90'S139ALb. �-'""..•..-- -- 29"Ya 3W1103l30 .wa 3N1 A9 cuo ,0-1 wv iaam Tru S0 f; T ; \ •�. , 55 ��----G �_`"�� v'.L9 \'�•.,.-,AI-S[iMXYW` �._..._...--•-- 1,_^•.. ••`^•- .••"\�a/----�^�� t , SUMJG .IM 30YlMS 0O&W 378a1JMM Y 34YN TFPM $dNM MM Z ..' , ;j.! ,� �. _ / -./"- YNtN305 JM150t3 'SYLAT alta50alx) NL! d?J" �-}- .. r4 _ -'�-__ ----"- - , /'- •--•--•_"'•_- �`•.",� 2"" •_ 3Olk .0-.1 r oam YMONS sr- 1531, 071/10 38 TA'NS dRaat GeV j?LQN - - 3IWW! 0 AOtDOlfli13 �.•-"� •"...__,_ •"��^^-� ,� _~..•••-p'v — �•�"�- lids owvw" inr"o jr :O Wa0 a?MWJO) AWSW 37VAWW Al 7M;; 71Y1SPi _ I � --��- -. •��-_ ' � 'r _ _. - ---��.-. r.. . lA -,O,IL 411 -dY - Laa W mea US VO, xlx WW Aeal3tAu axtsv 3Tratra mar 34milDf --• w .-. _..._. o O '--'-- nas alaran 7=04 meaaWrxr Tn/sx { - ;-^( � L -�`1 0 �._._ msm=1 0a diiar 7Y8aSa17D ..� w il311 ONliSD3 La /, L 'T = m a WAX ad am 3==V taavLSPoo � / / ! a m Yb ad d aBSA1T• 1Yw17w .a-a m'am mu dart 37Et=Y e,,,.n.,.e, me 79 t awtrorts 1N�[wvm 3Te aw amga x7s wM. xlyd >rmzmr „a,a,,, ,.-- I // / / �/� [/(�(// ltTA QLfardtR7.A11'la4U ,dt 7m10357a 7lY9LWr ISSYA Smovowad wr' -♦tAt m "'V&v 111 �.IdMMSIM. C --./'••••+ � MV17 arraws L,w a mnim6 atam/ _ 77A MUM Dt0R3r I ow 9N ma s 9'70 all NSAi im m a aM VOW 77 A .4 1a/tstS/it7 =s � - � "•^•-• ea a = lar =a 1= 077 Sit ~.M =" 1.YWD= lt zsdarum=vrimm amw.%wnTa3wizm -ra 5amotrd7r c,5<at _ l - .IVMF!JIN V� LN.i[3/rd 7r VMS=3eaJQb `s�VU E" NMSR sratsm 3/a/riN ► f .- p ...... _...... .. .. _ . _ .. .. _.. .. . Lit DOZ uv w w GID ad AM NVOR A 1=10M'' '6N)®S held __..__ - 1=10 v wart .9 adOt= 340a43r V1Htno V'1 m AMO - - i tar wz Vol, sou ms 1"'a ad kTum v awD d Corlt(tbNaa SMON N0/10ntl1SNOJ � 010 m 001st 00'C W, OOC ZW.016 so am 744V V-4 90 -hi A.ShIO.La Oil X0 luoilh.UH 7(l 00W A.QhJ-h.74N 147 011 A.ObJrh.M4 al h0d ECC ARM" vjW aQ5.0L 63 001014 3.7s.91—LO4 '61 00,0h g.1—CM1.011 OT Woc 041 AbbItZRX: m 001st 00'C W, OOC ZW.016 so 90 -hi A.ShIO.La Oil X0 luoilh.UH 7(l 00W A.QhJ-h.74N 147 011 A.ObJrh.M4 al h0d ECC Oaf aQ5.0L 63 001014 3.7s.91—LO4 '61 00,0h g.1—CM1.011 OT Woc 041 AbbItZRX: 71 gml Do"C 14-h 00-C MDO.06 23 001st AAOJZ.NN 0017Z 9.75vcd.M on 90 -hi A.ShIO.La Oil X0 luoilh.UH 7(l 00W A.QhJ-h.74N 147 011 A.ObJrh.M4 al 001014 3.7s.91—LO4 '61 00,0h g.1—CM1.011 OT Woc 041 AbbItZRX: 71 gml a, S ENCROACHMENT PERMIT c`�nroF r►�``� PUBLIC WORKS. CONSTRUCTION See below for Finance Revenue Codes For the construction of public or private curbs, driveways, pavements, sidewalks, ,parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV DATE: 11/23/2010 LOCATION OF CONSTRUCTION: SDP 2010-915; Chevrolet/Cadillac of La Quinti at the Southwest Corner of Highway 111 and La Quinta Drive PURPOSE OF CONSTRUCTION: PM -10 Fence and. Sign; See PM -10 Plan DESCRIPTION OF CONSTRUCTION: Plan Set.No. 10051 DIMENSION OF INSTALLATION OR REMOVAL: N/A APPROXIMATE TIME WHEN WORK WILL BEGIN: 11/24/2010 TIME OF COMPLETION: 3/15/2010 ESTIMATED CONSTRUCTION COST: less than $5,000 permanent resurfacing and/or replacing improvements) (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing COMMENTS In consideration of the granting of this permit, the.applicant hereby agrees to: Indemnify,defend and save the City, its authorized agents; officers, representatives and employees, harmless from and against any . and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occuring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777- _ .—•� 7097. To submit an inspection request, leave a message on'the Inspection Request Hotline at (760) 777-7097 ' a least twenty-four (24) hours prior to the anticipated inspection. t\ Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and ations of thy I i of La. Quinta and to pay for any additional replacement necessary as the result of this work.. `�Q!��. FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I Finance Revenue Code Signature of Applicant or Agenf•`•s'!� Garff Properties LLC - Matt Manlove 405 S. Main #1200, Salt Lake City, Utah 84111 801-792.7417 Name of Applicant Business Address Telephone No United Contractors LLC - Matt Manlove 3170 S. 1940 East, Salt Lake City, Utah 84106 801-792-7417 Name of Contractor and Job Foreman Business Address Telephone No. 949005 107702 Contractor's License Number City Business License No Preferred Contractors PC77139 Applicant's Insurance Company Policy Number FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I Finance Revenue Code Inspection Fee E_1 $0.00 Permit Fee E_1 $100.00 As -Built Deposit E-A $0.00 Cash Deposit -Surety Bond, E_B $0.00 if required TOTAL $100.00 Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 10072 DATE ISSUED: 1�-'�'1 • b' EXPI ODATE: (1•Zy• � BY: WORK INSPECTED BY*: PERMIT COMPLETION DATE*: If.the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. Riverside County Fire Department Fire Protection Planning Section • �M t Riverside Office: 2300 Market St., Ste. 150, Riverside, CA 92501 Ph. (951) 955-4777 Fax (951) 955-4886 Murrieta Office: 39493 Los Alamos Rd., Ste A, Murrieta, CA 92563 Ph. (951) 600.6160 Fax (951) 600-6164 Palm Desert Office: 77.933 Las Montanas Rd., # 201 Palm Desert, CA 92211.4131 Ph. (760) 863.8886 (760) 863-7072 Fire Department Clearance/Release Date:. To: La pD ,Qvlh DUJI in 4 )✓f-el� Y Fax: Tract/Parcel Map #: Permit/Lot #: Job Site Address: IAQ • IU• i3P'y'�6 _ rF -]ll Final For Recordation Release For Building Permit(s) 1 Shell Final Only (No Tenant). !e Final For Occupancy Building Plan Check Fees Paid Building Plan Check Fees Not Paid , Other Fees Fees Not.,Required If you should have any questions, please contact the appropriate Riverside County Fire Protection Planning office for further assistance. Authori ' g Signatur For W�14L Iso. io Print Name Form C— Revised 12/15/2010 " 'ROUDLY SERVING THE ININCORPORATED AREAS )F RIVERSIDE COUNTY SND THE CITIES OF: 3ANNING . 3EAUMONT 'ALIMESA 'ANYON LAKE :OACHELLA )ESERT HOT SPRINGS :ASTVALE VDIAN WELLS VDIO AKE ELSINORE A QUINTA 4ENIFEE ADRENO VALLEY 'ALM DESERT 'ERRIS ?ANCHO MIRAGE Zusiooux CSD 3AN JACINTO EMECULA VILDOMAR 30ARD OF ;UPERVISORS: 306 BUSTER . DISTRICT 1 IOHN TAVAGLIONE DISTRICT 2 TEFF STONE DISTRICT 3 JOHN BENOIT DISTRICT 4 4ARION ASHLEY DISTRICT 5 RIVERSIDE COUNTY FIRE DEPARTmEN'T` IN COOPERATION WITH THE CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION 77-933 Las Montanas Rd., Ste. #201, Palm Desert, CA 922114131 • Phone (760) 863-8886 • Fax (760) 863-7072 www.rvcfire.org November 29, 2010 Wagner Architecture 815 Civic Center Drive #101 Oceanside, CA 92054 Re: Non -Structural Building Plan Review LAQ-10-BP-046 Cadillac of La Quinta 79-225 Hwy 111 La Quinta, CA 92253 Fire Department personnel have reviewed and approved the plans you submitted for the above referenced project. Please be advised the following conditions apply as a part of the conditions for the issuance of a building permit. 1)_ Fire Department approval is based upon the 2007 CBC requirements for Group B and S-1 occupancies. It is prohibited to use, process or store any materials in the occupancy that would classify it as a Group H occupancy. 2) Repairvork and/or maintenance using open flame equipment, welding or the use of Class I, •II, or III -A liquids are prohibited. . 3) The Fire Department is required to set a minimum fire flow for the remodel or construction of all commercial buildings using the procedure established in the 2007 CFC. A fire flow of 2,125gpm for a 4 -hour duration at 20 psi residual operating pressure must be available before any combustible material is placed on the job site. 4) The required fire flow shall be available from 2 Super hydrant(s) (6" x 4" x 21/2" x 21/2") spaced not more than 450 apart. All Fire Department Appliances such as hydrants, FDCs and PIVs shall be located on the front access side of the building. PIV and FDC appliances shall not less than 40' from the building or more than 200' from an approved hydrant. The following conditions must be met prior to occupancy 5) Whenever sprinkler overhead mains of 4" size or larger are provided, the Riverside County Fire Department requires documentation from a structural engineer that the roof structural members will be capable of supporting the weight of the water filled mains and attached lines. Provide appropriate detailed documentation, with a wet stamp and signature, by the project structural engineer. 6) Install a complete fire sprinkler system per NFPA 13. System plans must be submitted to the Fire Department for review, along with a plan/inspection fee 7) Install a monitoring system designed in accordance with NFPA 72, which must include a .water flow monitor, control valve tamper and continuous monitoring service. System plans must be submitted to the Fire Department for review, along with a plan check/inspection fee. Gate, Power Operated (driveway/road with powered gates). 8) Install Knox key operated switches, with dust cover, mounted per recommended standard of the Knox Company. Plans must be submitted to the Fire Department for approval of mounting location/position and operating standards. Special forms are available from this office for the ordering of the Key Switch. This form must be authorized and signed by this office for the correctly coded system to be purchased. 9) Operation of the Knox key switch shall simultaneously open and control the gates for both directions of travel. 10) Gates shall have either a secondary power supply or an approved manual means to release . mechanical control of the gate in the event of loss of primary power. Gates/non-powered, for driveways/roads. 11) Install either Knox Key Lock box or a Knox Padlock mounted per recommended standard of the Knox Company. Plans must be submitted to the Fire Department for approval of mounting location/position and operating standards. Special forms are available from this office for the ordering of the Key Switch. This form must be authorized and signed by this office for the correctly coded system to be purchased. The keys for the gate will be placed inside these lock boxes for emergency access. 12) Gate entrances shall be at least 2' feet wider than the width of the traffic lane(s) serving that gate. All gates providing access from a road to a driveway shall be located at least 40' feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the road. ' Buildings/facilities 13) Install Knox Key Lock box, mounted per recommended standard of the Knox Company. If the building/facility is protected with a fire alarm system or burglar alarm system, the lock boxes will require "tamper" monitoring. Special forms are available from this office for the ordering of the Key Switch. This form must be authorized and signed by this office for the correctly coded system to be purchased. 14) Provide keys. to the tenant space for inclusion in the main building Knox Box. Key(s) shall have durable and legible tags affixed for identification of the correlating tenant space. Other requirements: 15) Install panic hardware and exit signs as per the 2007 CBC 16) Prior to final inspection of any building, the applicant shall prepare and submit to the Fire Department for approval, a site plan designating required fire lanes with appropriate lane nnintina and/nr cianc 17) Certain designated areas will be required to be maintained as fire lanes and will require approved signs and/or stenciling in red with CVC 22500.1 conspicuously posted. 18) Install portable fire extinguishers per Title 19, but not less than 2AIOBC in rating. Contact a - certified extinguisher company for proper placement and spacing of equipment. 19) This building has not been reviewed or approved for high pile/rack storage. Prior to such use,. building(s) shall be approved for high -piled storage (materials in closely packed piles or on pallets, or in racks where the top of storage exceeds 12 feet in height, 6 feet for Group A plastics and certain other hazardous commodities) or aerosols products. High -piled and aerosol stock shall be approved by the Fire Department prior to materials being stored on site. A licensed Fire Protection Engineer or a Fire Department approved consultant must prepare plans for high -piled storage or aerosol storage in accordance with the 2007 CFC and NEPA 13, 2002 Edition. 20) Shelving, counters, etc., must be in place, however, no merchandise may be placed in the . building prior to inspection. 21) Applicant/developer shall be responsible for obtaining aboveground tank permits from both the County Health and Fire Departments. r 22) Tanks for the storage of crankcase drainage shall be installed in accordance with the requirements for Class III liquid storage. Applicant/developer shall be responsible for obtaining underground/aboveground tank permits from both the County Health and Fire Departments. Installation plans, along with a plan check inspection fee, must be submitted to the Fire Department for review/approval. 23) Comply with Title 19 of the California Administrative Code. 24) Automatic gate operations are not a part of the Fire Department approval of these plans. 25) All fire sprinkler systems, fixed fire suppression systems and alarm plans must be submitted separately for approval prior to construction. Contractors should contact the Planning & Engineering office for submittal requirements. 26) Approved building address shall be placed in such a position as to be plainly visible and. legible, from the street and rear, access if applicable. Building address numbers shall be a minimum of 12". All addressing must be legible and of a contrasting color with the background and adequately illuminated to be visible from the street at all hours. 27) Electrical room door shall be posted "ELECTRICAL ROOM" on the outside of door. 28) Fire Sprinkler Riser door shall be posted "FIRE RISER" on the outside of door. 29) Fire Alarm`Control Panel door shall be posted "FACP" on the outside of door. 30) Roof Access door shall be posted "ROOF ACCESS" on the outside of door. 31) Each room with an occupancy load of over fifty people shall be posted in a conspicuous nlare. nn an nnnrnverl cion near the. main e.xit frnm the rnnm 32) A durable sign stating "This door to remain unlocked during business hours" shall be placed on or adjacent to the' front exit doors. The sign shall be in letters not less than one inch high on a contrasting background. .33) No inspections will be performed until Riverside County Fire Department staff has approved the corrected plans. Please contact the Fire Department Planning & Engineering staff for final inspection prior to occupancy. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for inspections are to be made at least 72 hours in advance and may be arranged by calling (760) 863-8886. All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering staff at (760) 863-8886. By Jason Stubble Fire Safety Specialist APPLICATION # GD �/ 282. ADDRESS BY o. VALUATION SQ. FT. UNIT COUNTS ./ ...GAS 13t FLOOR 3 !�7 TO:ILETS 2 na FLOOR --.. B LIj:ET . Goo' COVERED PATIO //47 SHOWERS GARAGE . --� BATHTUBS. .TYPE CONST:'_ /Q-= SINK_ S. OCCUPANCY , BAR --.SINK ASC. 3-94774 '.BBQ . FIRE SPRINKLER Gj O9 Z OVEN # OF BEDROOM ..--. RANGE FLOOD. ,.ZONE ^ COOKTOP # OF .•UNITS: / DIRINKING FOUN CODE EDITION 197 OQ' WASHER ROOF TYPE 8.�. DRYER WATER HEATER MECHANICAL ROOF DRAINS FLOOR DRAINS r # VENT FANSKITCHEN SINK ## EXHAUST HOOD VEG 'SINK A/C <3 TON LAUNDRY SINK A/C >3 TON FIREPLACE FAU <1001-F000 BTU FAU. >100,000 BTU DUCT ALTERATION r ELECTRICAL 1� '--- - G�'y� SQ . . ET . L I V PLZIMBN..G GARAGE SQ . . FT Q Z v TEMP POWER / #: OE :FIXTURES FIXTURE # • S:EWER SEPTIC SYSTEM GRADING ROOF DRAINS WATER HEATER <50.CU YDS WATER PIPING ,-- >50 CU YDS LAWN SPRINKLER GAS PIPING 1'-4 GAS PIPING. ->4 CDD APPROVAL ..GAS METER ENGINEER APP. Comments At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile homes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $0.47 X 3,945 S.F. or $1,854.15 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By CC/Bank of America - Matt Menlov Check No. 431604593 Name on the check Telephone Funding Commercial BY Dr. Sharon P. McGehee Superintendent Fee collected /exempted y Sharo Gilvrey Payment Recd $0.00 $1,854.15 ^':over�Und�r Signature NOTICE: Pursuant to Government Code Section 66020(d)(1), this will se to notify you that the 90 -day approval period ih,whir.�.h.you may protest the fees or other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the Districtfs) behalf, whichever is earlier. NOTICE: This Document NOT VALID without embossed seal Embossed Original - Building Department Applicant Copy - Applicant/Receipt Copy - Accounting CITY OF LA QUINTA - PUBLIC WORKS DEPARTMENT GREEN SHEET PUBLIC WORKS CLEARANCE FOR RELEASE OF BUILDING PERMIT Form updated & effective 9/25/2009 Green Sheet approvals are forwarded to the Building & Safety Department directly by Public Works. Please DO. NOT submit the Green Sheet (Public Works Clearance) Packet to the Public Works Department until.ALL requirements listed below are complete. Incomplete applications or applications which cannot be processed will be returned to applicant. Date: l2 I'D Developer: Cj^ OL -F F Cs (, C- - Tract No.: Tract Name: Lot No.(s): Address(s): _79-2-1-5 Phone Number: 1b 14 Z-- -7,4c'7 The following are the requirements for Public Works Clearance to authorize issuance of a building. permit from the Building & Safety Department: ❖ CUSTOM HOMES: PROVIDE ITEMS #2, #3, #4, #5 & #7 BELOW ❖ TRACT HOMES: PROVIDE ITEMS #1, #2, #3 & #5 -BELOW ❖ COMMERCIAL. BUILDINGS/OTHER: PROVIDE ITEMS #1, #2, #3, #5 & #7 BELOW_ ❖. WALLS, SIGNS, OTHER: PROVIDE ITEM #6 BELOW Attach Pad Elevation Certificates in compliance with the approved design elevation for building pad (maximum allowable deviation of +/- 0.1 foot). Pad Elevation Certificates must be current (within 6 months of current date). If a precise grading plan creates the pad for approval, please withhold green sheet submittal until a Pad Elevation �ertificate can be provided. ttach geotechnical certification of grading plan compliance including compaction reports from a licensed Soils Engineer. Recently . rough graded residential developments- which have a previously approved geotechnical certification are exempt from this requirement. Attach recorded final map or title information/grant deed showing proposed building locations are legal lots. Complete the attached <1 acre per lot or infill project Fugitive Dust Control project information form, PM10 plan & agreement or provide alternative & valid City approved PM10 plan set reference number or hard copy plan. PM10 plans for commercial .& residential developments (beyond 1 lot) are submitted separately with grading plans & are subject to additional requirements. A current PM10 certification number is required. Attach a copy of the rough or precise grading plan to the Public Works Department showing building location(s) for pad elevation verification. AO flood zone developments will require an approved flood plain development plan. Attach supporting documentation for wall plan, monument sign, grease trap or special facility installations. Complete and sign the attached water .quality management plan (WQMP) exemption form, if applicable. PW approved building construction projects require either a WQMP or a completed WQMP exemption form. Approved maps/plans may be viewed at the following link: http://www.la-guinta.orgiPlanCheck/m search.aspx I have reviewed and confirmed the. requirements listed above as presented and find the improvements to be sufficiently 'complete for construction of the proposed buildings/structures/walls/signs on the subject lot(s). Pursuant to my findings, the above project may be released for building permit issuance. This section completed by City staff. Recommended by: Date.: C7 / Public Works Distribution: ( V) Gree heet to Building & Safety ( ) Green Sheet to Planning Department Declined for approval. for-reason(s) as follow(s), please correct and resubmit: T:1Checklists - Forms & ApplicationsTorms & Applications\GREEN SHEET cover & PM10 less than 1 Acre Revised 9-25-09.doc. 'A - CIVIL ENGINEERING ARCHITECTURE LAND SURVEYING January 7, 2011 W.O. 10-146-1 City of La Quinta P.O. Box 1504 La Quinta, Ca. 92247-1504 Attn-. Public Works Department RE: Pad Certification — Ken Garff Cadillac/Chevrolet of La .Quinta - Cadillac Building Lot 3, Parcel Map No. 28525-1, P.M.B. 193/85-87, O.R. Gentlemen: e This letter is to verify that the location and elevation of the building pad for the Cadillac building . on Lot 3 of Parcel Map No. 28525-1 was field check by this company and found to be in substantial conformance with the approved Grading Plan. The results are as follows: Lot # Address Plan Field Difference Lot 3 (New Building) 79-255 Highway 111 66.05 66.05 0.00 p,L LANO S since r o i _� t. 0- NO. 4146Z. . y * EXP. 06-30-12 J oTi6 L. Sanb PLS 4146 E 6-30-12 qTf of CAO�a 71780 San Jacinto Drive, Building E-1, Rancho Mirage, Ca. 92270 T (760) 423-0600 -- F (760) 423-0603 0 N 03 c� P-4 U) V) CU 0 i lI? u 30 d � u° L 4# Q co 0 N M LCA N N a U Q I - Z_ 5 Cf } a c� 2 LO N N ti Sladden Engineering 9 g 45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 800 E: Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778 January 5, 2011 Project No. 522-10113 11-01-003 Ken Garff Automotive Group 459 South Main Street, Suite 1190 Salt Lake City, Utah 84115 Project: Chevrolet/Cadillac Dealership 79225 Highway 111 La Quinta, California - „ _ SuIJect:_ . Repo,,a of Observations and Testing During Grading-_Cadillac.Sho.wronn . Ref: Geotechnical Investigation report prepared by Sladden Engineering dated August 20, 2010; Project No. 544-10113, Report No. 10-08-190 Summarized in this report are the results of in-place density tests performed at the subject site during the grading of the Cadillac Showroom building along with pertinent observations. The project site is located at 79225 Highway 111 in the City of La Quinta, California. Grading for the proposed Cadillac Showroom included overexcavation of the surface soil throughout the building area. Overexcavation extended to a depth of approximately 3 feet below below the bottom of the footings. The soil exposed at the bottom of the excavations was moisture conditioned and compacted to a minimum of 90 percent relative compaction prior to fill placement. The previously removed soil was placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. Backfill material was also placed in thin lifts and compacted to at least 90 percent relative compaction. Field testing was performed on January 4, 2011. Testing indicates that a minimum of 90 percent relative compaction was attained in the areas tested. The passing test results indicate compliance with the project specifications at the tested locations and depths but are no guarantee or warranty of the contractors work. Field Tests: In-place moisture/density tests were performed using a nuclear density, gauge in accordance with Test Methods ASTM D 6938-08. A total of 4 density tests were performed. Test results are summarized on the attached data sheet. The approximate test locations are indicated on the attached plan. January 5, 2011 -2- Project No. 522-10113 11-01-03 Laboratory Tests: The moisture -density relationships for the tested materials were determined in the laboratory in accordance with ASTM Test Method D 1557-91. Load bearing walls may be supported on continuous spread footings and interior columns may be supported on isolated pad footings. All footings should be founded upon properly engineered fill and should have a minimum embedment depth of 12 inches measured from the lowest adjacent finished grade. Continuous and isolated footings should have a minimum width of 12 inches and 24 inches respectively. Continuous and isolated footings placed on such materials may be designed using an allowable (net) bearing pressure of 1800 and 2000 pounds per square foot (psf) respectively. Allowable increases of 250 psf for each additional 1 foot in width and 250 psf for each additional 6 inches in depth may be utilized, if desired. The maximum allowable • bearing pressure should be 2,500 psf. The maximum bearing value applies to combined dead and sustained live loads. there>are any questions regarding -this report or the testing summarized herein, please contact the undersigned. Respectfully submitted SLADDEN ENGINEERING ., 1 ��Q� �,� L• �pF'�cf' Fin Brett L. Anderson No. C 45389 _ Principal Engineer {Y EXP. 9-3d-2012 Grading/gl `p't CIVt1. �@ TFOF CAUr Copies 4/Ken Garff Automotive Group Sladden Engineering 1 . L , Sladden Engineering TEST RESULTS .PROJECT NAME: Chevrolet/Cadillac Dealership PROJECT NO: 522-10113 LOCATION: La Quinta, California REPORT NO: 11-01-003 Test no Date Tested Location Elevation Dry Density in place % Moisture in place Relative Compaction Maximum Density Building Pad 1 1/4/2011 Per Plan 62.0 101.1 11.7 91 111.0 2 1/4/2011 Per Plan 64.0 103.2 14.3 93 111.0 3 1/4/2011 Per Plan 66.0 108.5 12.0 98 111.0 4 1/4/2011 Per Plan 64.0 103.5 13.1 93 111.0 January 5, 2011 Sladden Engineering -b)TAt,a�dBNlr)N-a Naaa'f-lS H 01 -" GZ� : 311 `� S..LS�1, �11SN��t Sh►oi.l.ey�o-� �1.t�lMlxo�dd`d -- �I �• i ; L~_.._.. I �-�.. i ' �I ---- - err' jJ � v!OO�rrs � it _-- • ,>�. �I � I i , �, 1.11 .� S I I -- � I r I J - t.l:Gll;.4 ']•;Ili:i)� _ I . -:�- _ 1. i•. J='iOL'.1�Ii7C�:G�3:^.ki-V' � , i i i 1 r, Sladden Engineering 45090 Golf Center Parkway, Suite F, Indio, CA (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 - 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 ` 800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778 December 14, 2010 Project No. 544-10113 10-12-292 Ken Garff Automotive Group 459 South Main Street, Suite 1190 Salt Lake City, Utah, 84115 Attn: Mr. Tony Kraatz Project: Proposed Chevrolet/Cadillac Dealership Highway 111 — La Quinta Auto Mall La Quinta, California Ref: Geotechnical Investigation report prepared by Sladden Engineering dated August 20, 2010; Project No. 544-10113, Report No. 10-08-190 Subject: Foundation Plan Review — New Cadillac Showroom As requested, we have reviewed the Foundation Plans and Details prepared by Wiseman + Rohy Structural Engineers for the proposed new Cadillac Showroom. Based on our review, it is our opinion that the recommendations provided in the above referenced Geotechnical Investigation report have been properly incorporated into these plans. If 'you have any questions ' regarding this memo or the referenced report, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING Brett L. Anderson )� Principal Engineer Letter/gl N0. C 45389 \* \ Exp. 9-30-2012 / �} CALI Copies: 2/ Ken Garff Automotive Group 1/ Wagner Architecture Group, Inc. 1/ Wiseman + Rohy Structural Engineers Sladden Engineering J 45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778 December 13, 2010 Project No. 522-10113 10-12-288 Ken Garff Automotive Group 459 South Main Street, Suite 1190 Salt Lake City, Utah 84115 Project: Chevrolet/Cadillac Dealership 79225 Highway 111 La Quinta, California Subject: Report of Observations and Testing During Grading -'C Service Bay Expansion Ref: Geotechnical Investigation report prepared by Sladden Engineering dated August 20, 2010; Project No. 544-10113, Report No. 10-08-190 Summarized in this report are the results of in-place density tests performed at the subject site during the grading of the services bay expansion area along with pertinent observations. The project site is located at 79225 Highway 111 in the City of La Quinta, California. Grading for the proposed services bay expansion included overexcavation of the surface soil throughout the building area. Overexcavation extended to a depth of approximately 3 feet below the existing grade or 3 feet below the bottom of the footings, whichever was deeper. The soil exposed at the bottom of the excavations was moisture conditioned and compacted to a minimum of 90 percent relative compaction prior to fill- placement. The previously removed soil was placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. Backfill material was also placed in thin lifts and compacted to at least 90 percent relative compaction. Field testing was performed on December 1st and 2nd, 2010. Testing indicates that a minimum of 90 percent relative compaction was attained in the areas tested. The passing test results indicate compliance with the project specifications at the tested locations and depths but are no guarantee or warranty of the contractors work. Field Tests: In-place moisture/density tests were performed using a nuclear density gauge in accordance with Test Methods ASTM D 6938-08. A total of 7 density tests were performed. Test results are summarized on the attached data sheets. The approximate test locations are indicated on the attached plan. December 12, 2010 -2- Project No. 522-10113 10-12-288 Laboratory Tests: The moisture -density relationships for the tested materials were determined in the laboratory in accordance with ASTM Test Method D 1557-91. Load bearing walls may be supported on continuous spread footings and interior columns may be supported on isolated pad footings. All footings should be founded upon properly engineered fill and should have a minimum embedment depth of 12 inches measured from the lowest adjacent finished grade. Continuous and isolated footings should have a minimum width of 12 inches and 24 inches respectively. Continuous and isolated footings placed on such materials may be designed using an allowable (net) bearing pressure of 1800 and 2000 pounds per square foot (psf) respectively. Allowable increases of 250 psf for each additional 1 foot in width and 250 psf for each additional 6 inches in depth may be utilized, if desired. The maximum allowable bearing pressure should be 2,500 psf. The maximum bearing value applies to combined dead and sustained live loads. If there are any questions regarding this report or the testing summarized herein, please contact the undersigned. Respectfully submitted SLADDEN ENGINEERING Brett L. Anderson Principal Engineer CIO �0 W N0. C 45389 Grading/gl Exp. 9430-2012 "r OF CALIF"- Copies 4/Ken Garff Auto e Group Sladden Engineering t F� Sladden Engineering 45090 Golf Center Parkway, Suite F, Indio, CA (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite A; Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778 November 23, 2010 Ken Garff Automotive Group 459 South Main Street, Suite 1190 Salt Lake City, Utah, 84115 Attn: Mr. Tony Kraatz Project: Proposed Chevrolet/Cadillac Dealership Highway 111— La Quinta Auto Mall La Quinta, California Project No. 544-10113 10-11-275 Subject: Response to the City of La Quinta Review Comments dated November 23, 2010; PCN 10131 Ref: Geotechnical Investigation report prepared by Sladden Engineering dated August 20, 2010; Project No. 544-10113, Report No. _10-08-190 This letter is submitted in response to comments made by City of La Quinta personnel following the review of the above referenced Geotechnical Investigation report. This letter provides our response to the comments. The information contained in this letter is intended to supplement the information presented in the above referenced Geotechnical Investigation report. COMMENTS AND RESPONSES , The City of La Quinta review comments are presented below and are followed by our responses. The comments are also presented within Appendix A. Comment 1: Please address the use of 2500 psf as an allowable bearing stress with the lab test for collapse performed at. 700 psf. Response 1: The comment relates to the hydrocollapse potential of the site soil and specifically refers to -the load increment that hydrocollapse was indicated. The reason that hydrocollapse is indicated at 0.702 ksf is because 700 ksf is the initial load increment of our .consolidation test procedures when samples are typically. saturated. The 700 psf load increment is selected as representation of native soil approximately 6 feet below grade but is also somewhat arbitrary and not a primary consideration in the calculation of allowable bearing pressure. e November 23, 2010 2 Project No. 544-10113 10-11-275 Although "hydrocollapse" potential is an important potential hazard to be addressed, it is generally unrelated to the recommended allowable bearing pressures. It should be noted that the "hydrocollapse" potential indicated (of approximately 0.2 percent) is considered "negligible". We would like to reiterate that the hydrocollapse potential indicated on the consolidation data sheets was considered in the development of the recommendations provided and in our opinion no modification to the allowable bearing pressures are warranted. Comment 2: Page 1: Please revise the soil report to include the use of CMCJ buildings and not just light wood frame construction. Response 2: At the time of production of the referenced report, we understood that the proposed construction would include reinforced masonry walls and possibly steel columns and/or moment frames. We consider the proposed construction to be lightweight and the' recommendations provided remain applicable. The statement within our initial report that the proposed construction would be limited to wood -frame structures is a typographical error and we should have included additional discussion regarding reinforced masonry construction. We apologize for any inconvenience related to this oversight. Comment 3: Please provide mitigation measures for single digit blow count locations shown on all four borings and not found to be addressed during over excavation. Response 3: The generally low blow counts encountered within each of our bores are not considered unusual for the native soil common to the area of the subject site. The generally uniform grained sandy soil underlying the site is comprised primarily of rounded fine grained sands that inherently exhibit low sampler penetration resistance and consequently low blow counts even when relatively dense. The laboratory testing performed on relatively undisturbed samples obtained indicated relative compaction above 85 percent for all of the samples that is generally considered "competent" native soil throughout Southern California (greater than 85 percent relative compaction or greater than 85 percent saturation). The generally low blow counts were considered in developing the recommendations provided for remedial grading and foundation design. It is not practical or necessary to increase the removal depths to correct the conditions of deeper native soil. It should be noted that similar removals (3 to 5 feet) were performed prior to the construction of the existing facility that appears to remain in excellent condition with no evidence of settlement or distress. Sladden Engineering appreciates this opportunity to be of continued service to you on this project. If you have any questions regarding this memo or the referenced report please contact this office. Respectfully submitted, SLADDEN ENGINEERING Brett L. Anderson. W. C 45389 Principal Engineer Copies: 2 — Ken Garff ' 2/Job Site 2/Ci� ty of La Quinta &LNflWWOE MHIA3H H.LNIf O WI JO UID V XIQNdddV Sladden Engineering 450 Egan Avenue, Beaumont CA 92223 (951) 845-7743 Fax (951) 845-8863 Maximum Density/Optimum Moisture ASTM D698/D1557 Project Number: 544-10113 August 18, 2010 Project Name: La Quints Auto Mall Lab ID Number: LN6-10307 ASTM D-1557 A Sample Location: BH -1 Bulk 1@ 0-5' Rammer Type: Machine Description: Brown Silty Sand (SM) Maximum Density: 107 pef Optimum Moisture: 14% Sieve Size % Retained 3/4" 3/8" #4 145 I I I I I p 5 to 1s Moisture Content, % Buena Park - Palm Desert - Hemet 20 25 ME 0100_ 11101WN MOEMME COMMON ME MERE Ire�mm■ MEMEMEMO I ��MM 1%�I■�iw111w am= ��■■ 1111, MINE' t� ��■®®■■■EMf{iNEMEMOC tti MM�r�a�m■t�t• M aNO iii _IW'M si• s o �� i� r.'r� � � tt• iii MEN= EEE E ..SI ,..� MEMO W a = ==zaim p 5 to 1s Moisture Content, % Buena Park - Palm Desert - Hemet 20 25 Sladde- h Engineering 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Job Number: Job Name: Lab ID Number: Sample 1D: Soil Description: Expansion Index ASTM D 4829 544-101,13 La Quinta Auto Mall LN6-10307 BH -1 Bulk 1@ 0 -5 - Brown Silty Sand (SM) Wt of Soil + Ring: 541.7 Weight of Ring:' 192.9 Wt of Wet Soil: 348.8 Percent Moisture: 12.7% Wet Density, pcf 111.3 Dry Denstiy, pei 98.7 Saturation: 48.5 Expansion Rack # 4 Date/Time 8/17/2010 1:20 PM Initial Reading 0.0000 Final Reading . 0,0005 Expansion Index (Final - Initial) x 1000 1 Buena Park - Palm Desert - Hemet August 18, 2010 Sladden Engineering 450 Egan Avenue. Beaumont, CA 92223 (951) 845-7743 Fax (951)845-8863 Direct Shear ASTM D 3080-04 (modified for unconsolidated condition) Job Number: 544-10113 August 18, 2010 Job Name La Quinta Auto Mall , Initial Dry Density: 96.2 pcf Lab ID No. LN6-10307 Initial Mosture Content:. 14.0 % Sample ID BH -1 Bulk 1 @ 0-5' Peak Friction Angle (0): 32° Classification Brown Silty Sand (SM) Cohesion (c): 140 psf Sample Type Remolded @ 90% of Maximum Density Test Results 1 2 3 4 Average Moisture Content, % 22.8 22.8 22.8 22.8 22.8 Saturation, % 81.9 81.9 81.9 81.9 81.9 Normal Stress, kps .0.739 1.479 2.958 5.916 Pcak Stress, kps 0.570 1.097 2.061 3.860 6.0 5.0 4.0 in 3.0 A 2.0 1.0 0.0 • Peak Stress Linear (Peak Stress) 0 1 2 3 4 Normal Stress, kps Buena Park - Palm Desert • Hemet 5 6 op�•lim :�' MEN ®M.�EME 0 1 2 3 4 Normal Stress, kps Buena Park - Palm Desert • Hemet 5 6 Sladden Engineering 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8883 Gradation ASTM CI 17 & C136 Project Number: 544-10113 August 18,2010 Project Name: La Quinta Auto Mall L.ab ID Number. LN6-10307 Sample 1D: BH -1 Bulk 1 @ 0-5' Soil Classification: SM Sieve Sieve Percent Size, in Size, mm Passing 2" 50.8 100.0 l 1/2" 38.1 100.0 1" 25.4 100.0 3/4" 19.1 100.0 1/211 12.7 100.0 3/8" 9.53 100. #4 4.75 100.0 #8 2.36 1.00.0 #16 1.18, 99.9 #30 0.60 99.4 #50 0.30 88.4 #100 0.15 56.9 #200 0.075 21.4 1J MVlla 1 Qin - 1 QUIJL YWVl%. " IIVULVI, Sladden Engineering 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Gradation ` ASTM C117 & C136 Project Number: 544-10113 August 18, 2010 Project Name: La Quinta Auto Mall Lab ID Number: LN6-10307 ' Sample ID: BH -1 R-1 @ 5' Soil Classification: SM - Sieve Sieve Percent Size, in Size, mm Passing 1" 25.4 100.0 3/4" 19.1 100.0 1/211 12.7 100.0 3/8" 9,53 100.0 #4 4,75 •100.0 #8 2,36 100,0 #16 1.18. 100.0 #30 0.60 99.9 #50 0.30 94.9 #100 0.15 58.2 4900) ()()74 1 S R Buena Park • Palm Desert • Hemet Sladden Engineering 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Gradation ASTM C117 & C136 Project Number: 544-10113 August 18, 2010 Project Name: La Quinta Auto Mall Lab ID Number: LN6-10307 Sample ID: BH -2 S-2 @ 10' Soil Classification: SM Sieve Sieve Percent Size, in Size, mm Passing 111 25.4 100.0 3/4" 19.1 100.0 1/211 12.7 100.0 3/8" 9.53. . 100.0 #4 4.75 100.0 #8 2.36 100.0 #16 1.18 99.7 #30 0.60 99.0 #50 0.30 92.9 #100 0.15 74.8 #200 0.074 'A7 S Buena ParIt k • Palm Desert 9 Hemet Sladden Engineering 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951)845-8863 Gradation ASTM C117 & C136 Project Number: 544-10113 August 18, 2010 Project Name: La Quints Auto Mall Lab ID Number: LN6-10307 Sample ID: BH -3 S-2 @ 10' Soil Classification: SP -SM Sieve Sieve Percent Size, in Size, mm Passing 1 ^ 25.4 100.0 3/4" 19.1 100.0 1/2" 12.7 100.0 3/8" 9.53 100.0 #4 4.75 100.0 #8 2.36 100.0 #16 1.18 100.0 #30 0.60 98.6 #50 0.30 71.6 #100 0.15 34.7 4nnn n n're n c Buena nark • YBtm vesert • memet Sladden Engineering 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 One Dimensional Consolidation ASTM D2435 & D5333 Job Number: 544-10113 August 18, 2010 Job Name: La Quinta Auto Mall ` Lab ID Number: LN6-10307 Initial Dry Density, pe£ 96.5-" Sample ID: BH -1 R-1 @ 5' Initial Moisture, %: 2.0 Soil Description: Brown Silty Sand (SM) Initial Void Ratio: 0.728 1 0 -1 -2 -3 d -4 -5 U ° -6 -7 -R -9 -10 Specific Gravity: 2.67 Hydrocollapse: 0.2% @ 0.702 ksf % Change in Height vs Normal Presssure Diagram 0 Before Saturation 6 After Saturation Rcbound ---Hydro Consolidation 0.1 1.0 10.0 100.0 Normal Load (kst) Buena Park • Palm Desert • Hemet Sladden Engineering 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 - 45090 Golf Center Pkwy, Suite F. Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Date: August 18, 2010 Account No.: 54410113 Customer: Ken Garff Automotive Group • Location: Highway 111, La Quinta Auto Mall Analytical Report Corrosion Series pH Soluble Sulfates Soluble Chloride Min. Resistivity per CA 643 • per CA 417 per CA 422 per CA 643 - ppm ppm ohm -cm BH -1 @ 0-5' 8.3 ND 30 2,400 C Rpt 544-10113 081810 • ' 7 BUR Asphalt -Applied Specifications U - Johns Manville 4GNC CR Four -Ply White -Coated Mineral -Surfaced Fiber Glass Built -Up Roof. For use over wood or other nailable decks on inclines of up to 6" per ft (500 mm/m). Materials per 100 ttz (9,29 rW) of roof area Sheathing Paper. Wood board decks only 1 layer Felts: Initial 3 -Yr. Aged GlasBase Plus, PermaPly 28 or Ventsulation Felt 1 ply GlasPly Premier or GlasPly IV 2 plies GlasKap CR Licensed Manufacturer m 0662 1 ply Asphalt (Interply): Trumbull®" or other JM -approved asphalt Cool RoofRoti%Conrail mtirgs am det=tired fora fixedmt of eord tions, and may rot be Incline perfoot ' Asphalt Nominal Weight Up to 1" (83 mm/m) 170°F (77aC), Type II, Flat 69 Ib (31 kg) 1" to 3" (83 to 250 mm/m) 190°F (88aC), •---- 2" La Type III, Steep 69 Ib (31 kg) 3" to 6" (250 to 500 mm/m) 220aF (104aC), Type IV, to � i f l Special Steep 69 Ib (31 kg) Up to 6" (500 mm/m) PermaMop 69 Ib (31 kg) Approximate installed weight: 175 - 260 Ib (79.4 - 117.9 kg) Energy and the Environment Jj Initial 3 -Yr. Aged Solar Reflectance 0.76 0.61 Asphalt Thermal Emittance 0.85 0.92 rCOOL Rated Product ID 0662-0007 RooF Licensed Manufacturer m 0662 RA'TG COUNCIL ® Classification Production Line Cool RoofRoti%Conrail mtirgs am det=tired fora fixedmt of eord tions, and may rot be appmpdam for M mining scasmal —gy pc( u. The ocard cRet of soler rcnatenee and Ih,-al anittance on building conmactiun .y very. Mamdactuer of product stipulates that them m6W uem &tcmdmd in amordarce with the applcabb C -I R -M ting -r oal procahacs. General This specification is for use over any type of approved structural deck (without insulation) which can receive and adequately retain nails or other types of mechanical fasteners that may be recommended by the deck manufacturer. Examples of such decks are wood and plywood. This specification is not for use directly over lightweight, insulating concrete decks. Design and installation of the deck and/or substrate must result in the roof draining freely and to outlets numerous enough and so located as to remove water promptly and completely. Areas where water ponds for more than 24 hours are unacceptable and are not eligible to receive a JM Peak Advantage Guarantee. Note: All general instructions contained in the current JM Commercial/ Industrial Roofing Systems Manual should be considered part of this specification. Flashings Flashing details can be found in Section 3 of the JM Commercial/Industrial Roofing Systems Manual. Nailable Deck Asphalt Asphalt Sheathing Paper pl Required) ' GlasBase Plus,GlasKep z° CR Mineral- PermaPly 28 or Lam• Surfaced, Whlte- Ventsulation Felt +I Coated Cap Sheet •---- 2" La b 1f,8'l -- — —------ to � i f l t I 2° Lap I � � 1 l • o GlasPly PremierI 4Lap 8, I H or GlasPly IV I 4GNC CR Application Over wood board decks, one ply of sheathing paper must be used under the base felt and on top of the wood board deck. Note: On roof decks with slopes up to 1" per ft (83 mm/m), the roofing felts may be installed either perpendicular or parallel to the roof incline. On slopes over 1" per It (83 mm/m), refer to Paragraph 11.0 of Section 3b for special requirements. Using GlasBase Plus, PermaPly 28 or Ventsulation Felt, start with a 12" (305 mm) width sheet (a specific base sheet may be a condition of Guarantee). The following base sheet courses are to be applied full width, lapping the preceding felt 2" (51 mm) on the side laps and 4" (102 mm) on the end laps. Nail the side laps 9" (229 mm) D.C. Down the longitudinal center of each felt, place two rows of nails spaced approximately 11" (279 mm) apart, with the nails staggered on approximately 18" (457 mm) centers. Use nails or fasteners apprdpriate to the type of deck with 1' (25 mm) minimum diameter caps. For additional fastener information, refer to the "Roof Deck" section of the current JM Commercial/Industrial Roofing Systems Manual. Using GlasPly Premier or GlasPly IV, apply a piece 18" (457 mm) wide, then over that, a full width piece. The following felts are to be applied full width overlapping the preceding felts by 19" (483 mm) so that at least 2 plies of felt cover the base felt/substrate at all locations. Install each felt so that it is firmly and uniformly set, without voids, into the hot asphalt (within ±25aF [±14°Cj of the EVT) applied just before the felt at a nominal rate of 23 Ib/100 ft' (1!EIE 1 k/m2) thtire surface. Q u IATAAFETY DEPT.VEDTRUCTIONVey Gti��D _ �DZ Refer to the Material Safety Data Sheet and product label prior to using this product. RS -2309 5-10 (Replaces 12-08) BUR.Asphalt-Applied Specifications JohrisManville 4GNC CR (cont'd) Surfacing Prior to application of GlasKap CR, cut the cap sheet into handleable lengths (12' - 18' [3.66 m - 5.50 ml). Lay the material out on the roof and allow it to relax and flatten. To accommodate a full width sheet, apply a . mopping of hot asphalt, approximately 20°F (11°C) above the EVT, at a . nominal rate of 23 Ib/100 ft' (1.1 kg/M2). (The higher temperature of asphalt' R maximizes the bonding of the cap sheet to the ply felts.) Then flop the cap sheet into the hot asphalt. On subsequent courses, a slop sheet can be positioned upside down, directly over the sheet in the preceding course such that only the side lap area of the preceding sheet is exposed. Care should be taken to maintain 2" (51 mm) side laps and 4" (102 mm) end laps. Asphalt is applied in the same manner as before, making sure to also cover then' (51 mm) exposed side lap. Asphalt may also be applied to the exposed "upside down" cap sheet, prior to "flopping" it into the hot ' asphalt. The cap sheet must be firmly and uniformly set, without voids, into the hot asphalt with all edges and laps well sealed. Finishing r It is important to be careful with asphalt when applying the GlasKap CR sheets on the roof. However, if a small amount of asphalt bleeds out at the side or end laps, the roof will still meet California Title 24 requirements. Bleed out of less than 1" (25 mm) is acceptable, but %' (10 mm) is recommended. Some applicators or building owners may want to dress up the roof by coating the asphalt to give the roof surface a uniform white appearance. This is an optional step. JM recommends using a heavy nap roller, in a 4 (102 mm) width, to coat the exposed asphalt with a JM -recommended white acrylic coating. Asphalt ` Asphalt should meet the requirements of ASTM D 312. JM guarantees require the use of Trumbull®" asphalt or another - JM -approved asphalt. Check with a JM Technical Services Specialist for special asphalt requirements in tint climates. "Trumbull is a registered trademark of Owens Corning. Refer to the Material Safety Data Sheet and product label prior to using this product. RS -2309 5.10 (Replaces 12-08) ,V7" Johns Manville Four -Ply Mineral -Surfaced Fiber Glass Built -Up Roof. For use over wood or other nailable decks on inclines of up to G' per It (500 mm/m). Materials per 100 ft' (9.29 ne) of roof area Sheathing Paper. Asphalt Wood board decks only 1 layer Felts: GlasBase Plus, PermaPly 28 or Ventsulation Felt 1 ply GlasPly Premier or GlasPly IV 2 plies GlasKap 1 ply Asphalt (Interply): Trumbull®" or other JM -approved asphalt Incline per foot Asphalt Nominal Weight Up to 1" (83 mMm) 170"F (77°C), Type II, Flat 69 Ib (31 kg) 1" to 3'(83 to 250 mm/m) 190°F (88°C), Ventsulation Felt Type III, Steep 69 lb (31 kg) 3° to 6° (250 to 500 mm/m) 220"F (104°C), Type IV, 2° Lap Special Steep 69 lb (31 kg) Up to 6"(500 mm/m) PermaMop 69 lb (31 kg) Approximate installed weight•. 175 - 260 Ib (79.4 -117.9 kg) General This specification is for use over any type of approved structural deck (without insulation) which can receive and adequately retain nails or other types'of mechanical fasteners that may be recommended by the deck manufacturer. Examples of such decks are wood and plywood. This speci- fication is not for use directly over lightweight, insulating concrete decks. Design and installation of the deck and/or substrate must result in the roof draining freely and to outlets numerous enough and so located as to remove water promptly and completely. Areas where water ponds for more than 24 hours are unacceptable and are not eligible to receive a JM Peak Advantage Guarantee. Note: All general instructions contained in the current JM Commercial/ Industrial Roofing Systems Manual should be considered part of this specification. Flashings Flashing details can be found in Section 3 of the JM Commercial/Industrial Roofing Systems Manual. Application Over wood board decks, one ply of sheathing paper must be used under the base felt and on top of the wood board deck. Note: On roof decks with slopes up to 1° per ft (83 mm/m), the roofing felts may be installed either perpendicular or parallel to the roof incline. On slopes over 1° per ft (83.3 mm/m), refer to Paragraph 11.0 of Section 3b for special requirements. Using GlasBase Plus, PermaPly 28 or Ventsulation Felt, start with a 12" (305 mm) width (a specific base sheet may be a condition of Guarantee). The following base sheet courses are to be applied full width, lapping the preceding felt 2" (51 mm) on the side laps and 4" (102 mm) on the end laps. Nail the side laps 9" (229 mm) o.c. Down the longitudinal center of each felt, place two rows of nails spaced approximately 11" (279 mm) apart, with the nails staggered on approximately 18" (457 mm) centers. Use nails or fasteners appropriate to the type of deck with 1" (25 mm) minimum diameter caps. BUR Asphalt -Applied Specifications 4GNC Nailable Deck Asphalt Asphalt Sheathing Paper (It Required) GlasBase Plus, 2° Lap" GlasKap Mineral- Surfaced Cap Sheet PermaPly 28 or Ventsulation Felt m. ---- � 2° Lap � t I JII 2• Lap I � I ° � m GlasPly PremierI I 4Lap 9. or GlasPly IV T I 4GNC For additional fastener information, refer to the "Roof Deck" section of the current JM Commercial/Industrial Roofing Systems Manual. Using GlasPly Premier or GlasPly IV, apply a piece 18" (457 mm) wide, then over that, a full width piece. The following felts are to be applied full width overlapping the preceding felts by 19° (483 mm) to that at least 2 plies of felt cover the base felt/substrate at all locations. Install each felt so that it is firmly and uniformly set, without voids, into the hot asphalt (within ±25°F [±14°C] of the EVT) applied just before the felt at a nominal rate of 23 Ib/100 ft' 0.1 kg/m') over the entire surface. Surfacing Prior to application of GlasKap, cut the cap sheet into handleable lengths (12' -18' [3.66 m - 5.50 ml). Lay the material out on the roof and allow it to relax and flatten. To accommodate a full width sheet, apply a mopping of hot asphalt, approximately 20"F (11°C) above the EVT, at a nominal rate of 23 Ib/100 ft' 0.1 kg/ml). (The higher temperature of asphalt maximizes the bonding of the cap sheet to the ply felts.) Then flop the cap sheet into the hot asphalt. On subsequent courses, the cap sheet is positioned upside down, directly over the sheet in the preceding course such that the side lap area of the preceding sheet is exposed. Care should be taken to main- tain 2" (51 mm) side laps and 4" (102 mm) end laps. Asphalt is applied in the same manner as before, making sure to also cover the 2" (51 mm) exposed side lap. Asphalt may also be applied to the exposed "upside down" cap sheet, prior to "flopping" it into the hot asphalt The cap sheet must be firmly and uniformly set, without voids, into the hot asphalt with all edges and laps well sealed. Asphalt Asphalt should meet the requirements of ASTM D 312. JM guarantees require the use of Trumbull®" asphalt or another JM -approved asphalt. Check with a JM Technical Services Specialist for special asphalt requirements in hot climates. Trumbull is a registered trademark of Owens Corning. Refer to the Material Safety Data Sheet and product label prior to using this product. RS -2049 5.10 (Replaces 12-08) The Basics of California's Title 24.Regulations What Is Title 24:. It's the Law - and Now It Applies to Roofing. i Title'24,Part'6 of the California Code of Regulations- the Energy Efficiency Standards for Buildings passed into law in 1978 - was updated effective October 1; 2005. The purpos6of the law is to reduce energy consumption in California — particularly the kind of peak energy demand that attributed to the rolling blackouts of 2000 and 2001. EM °f i. 1j'j'i1' iT" ; -� fko, MMI ..) 3 3 3 €' E ' € ' a . . i YY{.. Cm's _Systern Capacity v r f System CaPaclty Wa=' m �- g early to late g '� F§ T y a Eol Mw d�q� § IT x- 12:00 a.m. Time of Day 12.00 a.m. ' 12:00 a.m. Time of Day 12:00 a.m. I _Produced for the U.S. Department of Energy by the. National Renewabletnergy Laboratory, a DOE national laboratory,• DOE/130-,102002-1613, September, 2001. fihe law is updated every three years�'to take advantage' of;new energy efficiency technologies and methods. As of October 1; 2005, the law regulates.— forthe first time -energy efficiency for roofs in California. How Title 24 Works Fol each proposed new building, the California Energy Commission (CEC) establishes an energy "budget" based on a computer simulation of the building's one-year energy use, (kBtu/ftz/yr). The energy budget is used to establish compo - hent requirements outlined in the prescriptive approach. Designers for the proposed building can either follow the same prescription of energy features to comply with Title 24, or have the option to select alternate components, as long as the new design meets.'or exceeds the energy savings outlined in the energy budget. Additional calculations are needed to validate compliance"with the new design. Two prescriptive approaches for meeting the "budget" • Standard prescriptive approach (Envelope Component: Method): This is the simplest but least flexible approach. An applicant need only show that each building component meets or exceeds the prescriptive requirement for that climate zone. No calculations are needed to demonstrate compliance, however there is no flexibility to trade off components that have a lower energy savings than the prescribed,values. Within the prescriptive approach; cool roofs.are a default requirementto.comply with Title 24. A cool roof can; however, be traded for another component of equal or greater energy efficiency using the building envelope approach detailed below. • Prescriptive "trade off' approa,ch.for the building envelope (Overall Envelope ): A subset of the Prescriptive method; the overall envelope approach allows for some4lexibility in component selection where a non -mandatory component can be "traded" for one of equal orgreater'energy performance. For example, an owner can elect to install a non-cool.roof if enough roof / ceiling insulation is added to meet or beat the prescribed energy budget. The energy performance' of the substituted,componentmust be assessed and documented using the calculation under this approach: ' For low -sloped non-residential roofs over conditioned space, cool roofs are one of the required features in the standard prescriptive approach. , A_designer can select a to install a non -cool roof as long as other components in the building design compensate for the, increased solar heat gain incurred by not having a cool roof: Whole -building performance approach • This approach provides the greatest flexibility in the building design but requires the most documentation. Using this approach, a detailed calculation must be performed using CEC approved software where the energy efficiency of the entire building is calculated with the desired components, and compared to the prescribed energy budget., Just as before, the new design must meet or beat the prescribed energy budget. Energy consultants are often,utiliied in this approach due to the complexity. The performance approach is most commonly used with new construction or during a major remodel where_ multiple components of the building envelope are. being altered. Building and Project Types Affected Title 24 applies to all new construction; alterations or additions (including reroofing projects). The cool roof provisions of Title 24 impact a'building project if the application fora building permit was submitted on or after October 1, 2005. " The law requires compliance.whether a permit is applied for or not Building owners are bound by California law to assure their buildings meet the California Code of Regulations. If a building is considered non-residential, has a )ow -sloped roof (slope less than 2:12) and is mechanically air -'conditioned or heated, it will need to be incompliance with Title 24. Occupancy Groups Affected n Not all buildings have,to comply with71tle 24, part 6. Buildings with the USBC / IBC group "I" (Institutional) designation. Hospitals, nursing homes and prisons fall into this category. Qualified historic buildings (as defined in part 8 of the State Historic Building Code) and buildings outside.of,the,jurisdiction of California are also exempt. Roof Replacements Guidelines Low, -sloped non-residential roofs must meet the new requirement when half of the roof, or 2,000 sq. ft. (whichever is less), is being reroofed. There is one exception for. certain conditions when gravel on, a' built-up roof is removed down to the membrane and new gravel is, added as a replacement. This does not include removing the entire membrane just the gravel surfacing: Simple guidelines'for Insulation Insulation Guidelines: If the building requires a cool roof.... . Roof Installed Existing Insulation Insulation Reroof Requirement Cool Roof + ` ` Existing insulation is disturbed ` = Replace the insulation at the same level or greater Cool Roof + Existing insulation is not disturbed = No additional insulation is required Cool roof + None. = No additional insulation is required `Non -cool roof +' Yes = Calculate and install additional insulation* Non -cool roof + None = Calculate and install additional insulation* *must use overall envelope trade off or the performance approach Other Requirements that Could Impact Roofing Laying insulation batts on top of suspended ceilings is no longer sufficient, except in air-conditioned spaces with a combined floor area not greater than 2,000 sq. ft. in an otherwise unconditioned building, and when the average space between the ceiling and roof is.greater than 12 ft. Otherwise, to achieve the appropriate R -value, insulation must be installed directly under the deck, or roof insulation must be installed on top of the deck. Who's Responsible for What Responsible Party , Their Responsibility Owner. • Provide code -compliant building (even if permit is not required) Owner's Architect or,Construction Manager • Project coordination including building permits Energy Consultant • Handle all Title.24 calculations and documentation Roofing Contractor • Install systems that meet Title 24. If a permit is required, furnish appropri- ate documentation to the. Building Department. . Roofing Products Manufacturers • Provide products that meet code. Products should be properly labeled and Title 24 standards; test with supervisory entity (CRRC); affix CRRC label Permitting Agency / building official • Inspect and enforce Title 24 compliance. Ensure all plans comply with the California Code of Regulations and furnish appropriate documentation. How to Comply Designers can specify and use the following JM roofing membranes or coatings, which are rated 0.70 or greater for reflectivity and 0.75 or greater for emissivity, according to the rating system provided and listed by the Cool Roof Rating Council (CRRC): • GlasKap® CRwhite mineral surfaced, white acrylic coated, fiber glass cap sheet for use in built-up roofing systems. The unique surfacing provides protection to the underlying asphalt and membrane, as well as the benefit.of a reflective,'emissive surface. • JM PVC with Elvaloe white, single ply roofing membranes: JM PVC 50, JM PVC 60, and JM PVC 80; and JM PVC fleece -Backed 50 and JM PVC Fleece -Backed 60. • JM TPO white, single ply membrane systems - TopGard® 4000 and TopGar& 5000white acrylic coatings: These coatings may be applied directly over BUR, SBS and APP membranes..They;must be applied,at a rate to achieve a minimum dry mil thickness of 20 (0.02"). :'The physical -;properties' of these`JM coatings meet all ASTM minimum performance requirements, as specified by.the CRRC. Title 24 Compared to Other Standards As shown in the table below, Title 24 roofing standards require a similar reflectivity to other standards. For the roofing industry in particular, all of these rating systems have one thing in common, all have set standards for cool roof reflec- tivity and/or emissivity. Below are some key points to help distinguish between each of the various programs that incorporate cool roofs. The reflectivity and emissivity values for Title 24 are highlighted in yellow. • Some of these standards are voluntary, while others are mandatory. ■ Title 24 is mandatory in California. ■ LEED (Leadership in Energy and Environmental Design) is highly encouraged among a growing list of city, state and federal agencies. ■ ENERGY STAR® is generally voluntary. However, meeting the ENERGY STAR standard for roofing reflectivity and emissivity can help earn points in the LEED rating system. Program Requirement Reflectivity Emissivity SRI*** Title 24 (CRRC) Mandatory 0.70 0.75' N/A, ENERGY STAR Voluntary* 0.65 0.75** N/A LEED Voluntary* See SRI See SRI 78 CRRC lists product emissivity information according to ASTM C 1371. LEED accepts products tested for emissivity according to ASTM E 1980. Results may vary between test methods. *Although voluntary, some local and state authorities are requiring designers to adhere to these guidelines for specific building types (i.e., government or state funded projects). ** ENERGY STAR emissivity standard not in effect until later 2006. *** SRI is determined by using the reflectivity values, emissivity values, and the steady state temperature equations defined in ASTM E 1980-01. J� .Johns Manville Roofing Systems Group 717 17th Street Denver, CO 80202 1-800-654-3103 www.im.com RS -7607 V2 4-06 1 11 ICC -ES Evaluation Report ESR -1500 Issued October 1, 2009 This report is subject to re-examination in one year. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the Intemational Code Council® DIVISION: 07 -THERMAL AND MOISTURE PRO IONS Section: 07430 -Composite Panels �� ,�\ \ REPORT HOLDER: aV\ OGQ� STONE PANELS, INC.; 100 SOUTH ROY. COPPELL, TE (469) 635-5000 www.stone anels 0 EVALUATION SUB J CT: �61 `0 STONE VENEER WAL PANELS 1.0 EVALUATION SCOP OP`s Compliance with the foil ' g code: 2006 International Building Code® (IBC) Properties evaluated: ■ Structural ■ Durability ■ Surface -burning characteristics ■ Noncombustible construction 2.0 USES The Stone Veneer Wall Panels are used as a nonload- bearing, interior finish and exterior wall cladding, in combustible and noncombustible construction. 3.0 DESCRIPTION 3.1 General: The panels consist of a minimum 3/16 -inch -thick (4.8 mm) veneer of natural stone factory -laminated to a prepreg faced aluminum honeycomb core. Galvanized steel plates are factory -installed in the panels to allow for jobsite attachment of the panels to aluminum channels, which are used to hang the panels from the supporting structure. The panels are nominally 15/16 inch (23.8 mm) or 1 inch (26.4 mm) thick, depending on the type of stone veneer, and are available in sizes up to 5 feet by 10 feet (1525 by 3050 mm). The panels weigh up to 4.0 psf (19.5 kg/m2). Three combinations of prepreg facings and aluminum honeycomb are available as models SP -1-6-3, SP -1-10-3 and SP -1-10- 7. The SP -1-6-3 model panels have an aluminum honeycomb core with a cell size of 1/4 inch (6.4 mm) while the SP -1-10-3 and the SP -1-10-7 models have an aluminum honeycomb core with a cell size of 3/8 inch (9.5 mm). For interior use, the stone veneer wall panels have a Class A finish in accordance with ASTM E 84. 3.2 Materials: 2.1 Prepreg Facings: The prepreg facings are erglass fabrics which have been impregnated with an De xy resin. These are factory -installed on both sides of the luminum honeycomb. . .2 Aluminum Honeycomb: The aluminum honeycomb cores are expanded from aluminum alloy 3003-1-119. The honeycombs with 1/4 -inch (6.4 mm) cells and 3/6 -inch (9.5 mm) cells have densities of 5.2 pcf and 3.6 pcf (83 and 58 kg/m3), respectively. 3.2.3 Attachment Plates: The attachment plates are stamped from steel complying with ASTM A 653 CS Type B, having a G90 galvanized coating and a minimum base - metal thickness of 0.0705 inch (1.8 mm). 3.2.4 Stone: Available stone includes marble, granite, limestone, sandstone and dolomite. The marble and granite veneer is nominally 3/16 inch (4.8 mm) thick. The limestone, sandstone and dolomite veneer is nominally 1/4 inch (6.4 mm) thick. 3.2.5 Aluminum Channels: The aluminum channels used to support the panels are provided by Stone Panels Inc. The adequacy of the channels and their connections to the panel and the supporting structure must be verified for each installation by a registered design professional, and are outside the scope of this report. 4.0 DESIGN AND INSTALLATION 4.1 General: The panels must be installed in accordance with the manufacturers published installation instructions and the approved plans. The panels may be installed vertically or horizontally, as shown in the approved plans. Spacing of the panel attachments to the supporting channels must comply with Table 1. The joints between panels must be sealed in accordance with the manufacturer's installation instructions. A water -resistive barrier, flashing and a means of drainage must be provided by others and must be installed behind the stone veneer panels. The allowable positive and negative transverse loads on the panels are shown in Table 1. For installations in Seismic Design Categories other than A and B, the design of the connections of the panels to the channels and the channels to the supporting structure must comply with Section 13.5.3 of ASCE 7. ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed 0 as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as of to any finding or other matter in this report, or as to any product covered by the report.,- vaamu Copyright O 2009 Page 1 of 2 A ESR -1500 I Most Widely Accepted and Trusted I Page 2 of 2 4.2 Noncombustible Wall Assembly: When installed as described in this section, the Stone Veneer Wall Panels may be used on the exterior face of exterior walls of buildings required to be of Type I, ll, Ill or IV construction. The supporting wall must consist of steel studs having a , minimum base metal thickness of 0.0598 inch (1.5 mm) spaced at a maximum of 16 inches (406 mm) on center, covered with one layer of/Z-inch-thick (12.7 mm) gypsum board fastened with screws at 24 inches (610 mm) on center, with rockwool insulation between the studs. The gypsum board must be covered by a water -resistive barrier having a Class A finish rating. 5.0 CONDITIONS OF USE The Stone Veneer Wall Panels described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 Installation complies with this report, the manufacturers published installation instructions and the applicable code. If there is a conflict between the installation instructions and this. report, this report governs. 5.2 Recognition of the aluminum attachment channels is outside the scope of this report. The design, fabrication and attachment of these channels to the panels and to the supporting structure must be justified to the satisfaction of the code official. 5.3 Drawings, design details, calculations and test data verifying compliance with this report and the adequacy of the connections and supporting framing must be submitted to the building official for approval. The drawings and calculations must be prepared by a registered design professional when required by the statutes of the jurisdiction in which the project is to be constructed. " 5.4 The out -of -plane deflection of the supporting wall framing must be limited to U240. 5.5 Where exterior walls covered with the Stone Veneer Panels are required to have a fire -resistance rating, the rating must be justified to the code official. 5.6 The stone veneer wall panels are fabricated by Stone Panels, Inc., in Coppell, Texas, under a quality control program with inspections by Cl Professional Services (AA -656). 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC -ES Acceptance Criteria for Sandwich Panels (AC04), dated June 2007. 6.2 Reports of testing of attachment plate capacity. 6.3 Report of testing in accordance with ASTM E 84. 6.4 Letter report addressing installation in Type I, II, III and IV construction, with supporting test data. 7.0 IDENTIFICATION Each panel is identified by labels bearing the manufacturers name (Stone Panels, Inc.) and address, the product name, the model number, the evaluation report number (ESR -1500), and the name of the inspection agency (CI Professional Services). TABLE 1—ALLOWABLE POSITIVE AND NEGATIVE TRANSVERSE LOADS' (psf) MODEL 32 HORIZONTAL SPACING OF PANEL ATTACHMENTS (inches) 24 16 SP -1-6-3 49 64 96 SP -1-10-3 52 68 102 SP -1-10-7 23 31 47 For 51: 1 inch = 25.4 mm, 1 psf = 47.99 Pa. 'Maximum vertical spacing of panel attachments to the supporting channels is 24 inches.