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BRES2015-029978-4.95 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: BRES2015-0299 Property Address: 43450 CROISETTE CT APN: 609052002 Application Description: DARBY ESTATES TM 31087 Property Zoning: Application Valuation: $172,362.80 Applicant: G H A ENTERPRISES INC 30-875 DATE PALM DRIVE STE C CATHEDRAL CITY, CA 92234-3747 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT FL01 A Q DD P 5PW,&xl 9.2015 CITY OF LA QUINTA COMMUNITY DEVELOPMENT DEPARTMENT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class- B License No.: 750957 j� 'Date: 1 ��I� Contractor: /♦ OWNER -BUILDER DECLARATION V I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a 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 Lender's Address: VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 8/19/2015 Owner: ADOM VENTURES 77-682 COUNTRY CLUB DR. STE A3 PALM DESERT, CA 92211 Contractor: G H A ENTERPRISES INC 30-875 DATE PALM DRIVE STE C CATHEDRAL CITY, CA 92234-3747 (760)969-1400 Llc. No.: 750957 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: Policy Number: 1 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 b ome subject kers' compensation laws of California, and agree that " I should become bject to the workers' compensation provisions of S ion 00 of t e Labor Code, hall forthwit comply with t ose pr isions. Date: / Applica WARNING: FAILURE TO SECURE WO ERS' COMPENSATION C E AGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES 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 Building Official 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 thatthe abo i formation is correct. I agree to comply with all city and county ordinances and sta a la s relating to building construction, and Pereby authorize representatives this ty to enter u e -eve" mentioned prtpe y for inspection purposes. Date: Signature (Applicant or g t): FINANCIAL INFORMATION DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE BSASSB24n FEE 101-0000-20306 0 $7.00 $7.00 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA Total Paid for BUILDING STANDARDS ADMINISTRATION BSA $7.00 $7.00 DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE DIF - CIVIC CENTER 252-0000-43200 0 $942.00 $942.00 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE DIF - COMMUNITY CENTERS 254-0000-43200 0 $129.00 $129.00 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DIF - FIRE PROTECTION 257-0000-43200 0 $433.00 $433.00 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA • DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE DIF - LIBRARIES 253-0000-43200 0 $344.00 $344.00 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA . DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE DIF - PARK MAINTENANCE 256-0000-43200 0 $40.00 $40.00 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE DIF - PARKS/REC 251-0000-43200 0 $2,048.00 $2,048.00 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DIF - STREET MAINTENANCE 255-0000-43200 0 $116.00 $116.00 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DIF - TRANSPORTATION 250-0000-43200 0 $2,842.00 $2,842.00 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA Total Paid for DIF - SINGLE FAMILY DWELLING: $6,894.00 $6,894.00 DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE TEMP POWER SERVICE 101-0000-42403 0 $24.17 $24.17 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY + ADOM VENTURES CHECK R8425 2270 MFA DESCRIPTION— ACCOUNT QTY AMOUNT PAID PAID DATE TEMP POWER SERVICE PC 101-0000-42403 0 $16.92 $16.92 8/12/15 PAID BY METHOD RECEIPT # CHECK #. CLTD BY ADOM VENTURES CHECK R8425 2270 MFA Total Paid for ELECTRICAL: $41.09 $41.09 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RESIDENTIAL, EA ADDITION 1,000SF 101-0000-42403 0 $36.99 $36.99 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RESIDENTIAL, EA ADDITION 1,000SF, PC 101-0000-42600 0 $15.24 $15.24 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RESIDENTIAL, FIRST 1,000SF 101-0000-42403 0 $145.03 $145.03 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RESIDENTIAL, FIRST 1,0005F, PC 101-0000-42600 0 $47.86 $47.86 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA Total Paid for ELECTRICAL - NEW CONSTRUCTION: $245.12 $245.12 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RESIDENTIAL FINISH GRADING PC 101-0000-42600 0 $133.43 $133.43 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA Total Paid forGRADING: $133.43 $133.43 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE CONDENSER/COMPRESSOR 101-0000-42402 0 $72.52 $72.52 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE CONDENSER/COMPRESSOR PC 101-0000-42600 0 $48.34 $48.34 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE EXHAUST HOOD 101-0000-42402 0 $12.09 $12.09 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE EXHAUST HOOD PC 101-0000-42600 0 $4.83 $4.83 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE FURNACE 101-0000-42402 0 $72.52 $72.52 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE FURNACE PC 101-0000-42600 0 $48.34 $48.34 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE VENT FAN 101-0000-42402 0 $60.45 $60.45 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE VENT FAN PC 101-0000-42600 0 $24.15 $24.15 8/12/15 PAID BY . METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA Total Paid forMECHANICAL: $343.24 $343.24 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE MULTI -SPECIES RESIDENTIAL 0-8 UNITS 101-0000-20310 0 $1,292.00 $1,292.00 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA Total Paid forMULTI-SPECIES RESIDENTIAL- $1,292.00 $1,292.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE NEW CONSTRUCTION PERMIT 101-0000-42400 0 $559.35 $559.35 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA Total Paid forNEW CONSTRUCTION PERMIT: $559.35 $559.35 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $1,159.53 $1,159.53 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA Total Paid forNEW CONSTRUCTION PLAN CHECK: $1,159.53 $1,159.53 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE BUILDING SEWER 101-0000-42401 0 $12.09 $12.09 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE BUILDING SEWER PC 101-0000-42600 0 $12.09 $12.09 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA DESCRIPTION 'ACCOUNT QTY AMOUNT PAID PAID DATE FIXTUREJTRAP' 101-0000-42401 0 $217.62 $217.62 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA DESCRIPTION ACCOUNT QTY- AMOUNT PAID PAID DATE FIXTURE/TRAP PC 101-0000-42600 0 $217.62 $217.62 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE GAS SYSTEM, 5+ OUTLETS 101-0000-42401 0 $36.26 $36.26 8/12/15 PAID BY METHOD RECEIPT #: CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE GAS SYSTEM, 5+ OUTLETS PC 101-0000-42600 0 $24.17 $24.17 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WATER HEATER/VENT 101-0000-42401 0 $12.09 $12.09 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA DESCRIPTION ACCOUNT. QTY AMOUNT PAID PAID DATE WATER HEATER/VENT PC 101-0000-42600 0 $7.25 $7.25 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA DESCRIPTION ACCOUNT QTY' AMOUNT PAID PAID DATE WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $12.09 $12.09 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WATER SYSTEM INST/ALT/REP PC 101-0000-42600 0 $12.09 $12.09 8/12/15 PAID BY METHOD RECEIPT# CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 j MFA Total Paid for PLUMBING FEES: $563.37 $563.37 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE SMI - RESIDENTIAL 101-0000-20308 0 $22.41 $22.41 8/12/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY ADOM VENTURES CHECK R8425 2270 MFA Total Paid forSTRONG MOTION INSTRUMENTATION SMI $22.41 $22.41 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE SINGLE FAMILY -DETACHED 224-0000-20320 0 $1,837.44 $1,837.44 8/12/15 PAID BY METHOD RECEIPT .# CHECK # CLTD BY ADOM VENTURES I CHECK I R8425 1 •2270 1 MFA Total Paid forTUMF - RESIDENTIAL: $1,837.44 $1,837.44 Description: DARBY ESTATES TM 31087 PH 5 LOT 5 PLAN 1X Type: BUILDING, RESIDENTIAL Subtype: DWELLING - SINGLE Status: ISSUED Applied: 8/6/2015 MFA FAMILY DETACHED Approved: 8/19/2015 MFA Parcel No: 609052002 Site Address: 43450 CROISETTE CT LA QUINTA,CA 92253 Subdivision: Block: Lot: 5 Issued: 8/19/2015 MFA Lot Scl Ft: 0 Building Scl Ft: 0 Zoning: Finaled: Valuation: $172,362.80 Occupancy Type: Construction Type: Expired: 2/15/2016 MFA No. Buildings: 0 No. Stories: 0 No. Unites: 0 ADDRESS1 Details: 2,698 SF DWELLING PLAN TYPE 1X, LOT 5 [VB/RES-3/CLASS A-FR/13D] THIS PERMIT DOES NOT INCLUDE POOL, SPA, BLOCK WALLS OR DRIVEWAY APPROACH. 2013 CALIFORNIA BUILDING CODES __j Applied to Approved Approved to Issued CHRONOLOGY CONDITIONS CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT G H A ENTERPRISES INC 30-875 DATE PALM CATHEDRAL CA 92234- (760)200-5989 MARIOGONZALEZ@GH DRIVE STE C CITY 3747 ACOMPANIES.COM CONTRACTOR G H A ENTERPRISES INC 30-875 DATE PALM CATHEDRAL CA 92234- (760)200-5989 MARIOGONZALEZ@GH DRIVE STE C CITY 3747 ACOMPANIES.COM OWNER ADOM VENTURES 77-682 COUNTRY CLUB PALM DESERT CA 92211 (760)200-5989 DR. STE A3 Printed: Wednesday, August 19, 2015 8:53:33 AM 1 of 5 SYSTEMS Printed: Wednesday, August 19, 2015 8:53:33 AM 2 of 5 SYSTEMS CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY BSAS SB1473 FEE 101-0000-20306 0 $7.00 $7.00 8/12/15 1 R8425 2270 CHECK ADOM VENTURES MFA Total Paid forBUILDING STANDARDS ADMINISTRATION $7.00 $7.00 BSA: DIF - CIVIC CENTER 252-0000-43200 0 $942.00 $942.00 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA DIF - COMMUNITY 254-0000-43200 0 $129.00 $129.00 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA CENTERS DIF - FIRE PROTECTION 257-0000-43200 0 $433.00 $433.00 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA DIF - LIBRARIES 253-0000-43200 0 j $344.00 $344.00 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA DIF - PARK 256-0000-43200 0 $40.00 $40.00 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA MAINTENANCE DIF - PARKS/REC 251-0000-43200 0 $2,048.00 $2,048.00 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA DIF - STREET 255-0000-43200 0 $116.00 $116.00 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA MAINTENANCE DIF - TRANSPORTATION 250-0000-43200 0 $2,842.00 $2,842.00 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA Total Paid for DIF - SINGLE FAMILY DWELLING: $6,894.00 $6,894.00 TEMP POWER SERVICE 101-0000-42403 0 $24.17- $24.17 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA TEMP POWER SERVICE 101-0000-42403 0 $16.92 $16.92 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA PC Total Paid for ELECTRICAL: $41.09 $41.09 RESIDENTIAL, EA 101-0000-42403 0 $36.99 $36.99 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA ADDITION 1,000SF RESIDENTIAL, EA 101-0000-42600 0 $15.24 $15.24 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA ADDITION 1,000SF, PC RESIDENTIAL, FIRST 101-0000-42403 0 $145.03 $145.03 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA 1,OOOSF Printed: Wednesday, August 19, 2015 8:53:33 AM 2 of 5 SYSTEMS Printed: Wednesday, August 19, 2015 8:53:33 AM 3 of 5 C SY57fM5 CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY RESIDENTIAL, FIRST 101-0000-42600 0 $47.86 $47.86 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA 1,000SF, PC Total Paid forELECTRICAL - NEW CONSTRUCTION: $245.12 $245.12 RESIDENTIAL FINISH 101-0000-426000 $133.43 $133.43 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA GRADING PC Total Paid forGRADING: $133.43 $133.43 CONDENSER/COMPRES 101-0000-42402 0 $72.52 $72.52 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA SOR CONDENSER/COMPRES 101-0000-42600 0 $48.34 $48.34 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA SOR PC EXHAUST HOOD 101-0000-42402 0 $12.09 $12.09 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA EXHAUST HOOD PC 101-0000-42600 0 $4.83 $4.83 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA FURNACE 101-0000-42402 0 $72.52 $72.52 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA FURNACE PC 101-0000-42600 0 $48.34 $48.34 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA VENT FAN 101-0000-42402 0 $60.45 $60.45 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA VENT FAN PC 101-0000-42600 0 $24.15 $24.15 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA Total Paid for MECHANICAL: $343.24 $343.24 MULTI -SPECIES 101-0000-203100 $1,292.00 $1,292.00 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA RESIDENTIAL 0-8 UNITS Total Paid forMULTI-SPECIES RESIDENTIAL $1,292.00 $1,292.00 NEW CONSTRUCTION 101-0000-42400 0 $559.35 $559.35 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA PERMIT Total Paid for NEW CONSTRUCTION PERMIT: $559.35 $559.35 NEW CONSTRUCTION 101-0000-426000 $1,159.53 $1,159.53 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA PLAN CHECK Total Paid for NEW CONSTRUCTION PLAN CHECK: $1,159.53 $1,159.53 Printed: Wednesday, August 19, 2015 8:53:33 AM 3 of 5 C SY57fM5 02,�� Prmit Detai s PERMIT N.U. ARE( �� - City of la Quinta BRES2015-0299 o REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES Printed: Wednesday, August 19, 2015 8:53:33 AM 4 of 5 SYSTEMS CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY 3 BY BUILDING SEWER 101-0000-42461 0 $12.09 $12.09 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA BUILDING SEWER PC 101-0000-42600 0 $12.09 $12.09 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA FIXTURE/TRAP 101-0000-42401 0 $217.62 $217.62 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA FIXTURE/TRAP PC 101-0000-42600 0 $217.62 $217.62 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA GAS SYSTEM, 5+ 101-0000-42401 0 $36.26 $36.26 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA OUTLETS GAS SYSTEM, 5+ 101-0000-42600 0 $24.17 $24.17 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA OUTLETS PC WATER HEATER/VENT 101-0000-42401 0 $12.09 $12.09 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA WATER HEATER/VENT 101-0000-42600 0 $7.25 $7.25 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA PC WATER SYSTEM 101-0000-42401 0 $12.09 $12.09 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA INST/ALT/REP WATER SYSTEM 101-0000-42600 0 $12.09 $12.09 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA INST/ALT/REP PC Total Paid for PLUMBING FEES: $563.37 $563.37 SMI - RESIDENTIAL 101-0000-20308' 1 0 $22.41 $22.41 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA Total Paid forSTRONG MOTION INSTRUMENTATION SMI: $22.41 $22.41 SINGLE FAMILY 224-0000-203200 $1,837.44 $1,837.44 8/12/15 R8425 2270 CHECK ADOM VENTURES MFA DETACHED Total Paid forTUMF - RESIDENTIAL: $1,837.44 $1,837.44 o REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES Printed: Wednesday, August 19, 2015 8:53:33 AM 4 of 5 SYSTEMS =REVIEW TYPE'S 'REVIEWER" f 'SENT-DATE""`DUE'DATE" DATE -STATU REMARKS""""" NOTES 1ST PW GREEN AMY YU 8/18/2015 8/18/2015 SHEET Printed: Wednesday, August 19, 2015 8:53:33 AM 5 of 5 SYSTEMS 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: 08 _//_ Developer: 06 15 ADOM VENTURES, LLC 31087 DARBY ESTATES 3,5,8 Tract No.: Tract Name: Lot No.(s): 43390,43450,43540 Croisette Ct. Address(s): 760 9691493 Phone Number: ( 1 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 1. Attach Pad Elevation Certificates in compliance with the approved design elevation for building pad (maximum allowable deviation of +1- 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 Certificate can be provided. 2. Attach 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. 3. Attach recorded final map or title information/grant deed showing proposed building locations are legal lots. 4. 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. 5. 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. 6. Attach supporting documentation for wall plan, monument sign, grease trap or special facility installations. 7. 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.org/PlanCheck/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 y City staff. Recommended by: Date: Public Works Distribution: Green Sheet to Building & Safety (_ 1 Green Sheet to Planning Department Declined for approval for reason(s) as follow(s), please correct and resubmit: T:\Checklists - Forms & ApplicatlonsWorms & AppllcationsWREEN SHEET cover & PM10 less than 1 Acre Revised 10.02-12.doc City of La Quinta - PM 10 Fugitive Dust Control Project Information Construction Phase PM 10 Agreement (< 1 acre/lot or Infill Project) Project Information Project Contractor: GHA COMPANIES Project Phase Project Name: 31087 LOT 3, 5, 8 (check one) Project Tract/Lot Numbers: �9 Construction 43485 Croisette Ct. ❑ Demolition Project Street Address: Total Acres in Active Construction (< 1 acre per Lot): Anticipated Start Date: _/_/_ Anticipated Completion Date: PM10 Contact Information Please note: Dust control is required 24 hours a day, 7 days a week, regardless of construction status. Person listed below is responsible for dust control during business and non -business hours. ALEX GONZALES Name: VICE PRESIDENT Title: GHA ENTERPRISE, INC Company Name: 30875 DATE PALM DRIVE Mailing Address: -CATHEDRAL CITY CA 92234 City, State, ZIP Code: Primary Phone #: 7609691400 7603226333 Fax #: 24 Hour Emergency 7602508854 Phone#: Cell Phone #: ALEX@GHACOMPANIES.COM Email Address: CV 11-03-2697 PM 10 Certificate #: The above stated property owner (or authorized representative): ❖ Shall act as his/her acknowledgement of dust control requirements and their enforceability, pursuant to SCAQMD Rules 403, 403.1, 401, 402, 20.1, 203 and PERP; ❖ Shall constitute an Agreement to comply with all project conditions as identified in the approved dust control plan. •:• Acknowledges that dust control is required twenty-four (24) hours a day, seven (7) days a week, throughout the period of project performance, regardless of project size or status; ❖ Shall ensure that each and every contractor, subcontractor and all other persons associated with the project shall be in continuous compliance with all requirements of the approved dust control plan; ❖ Shall take all necessary precautions to minimize dust, even if additional measures beyond those listed in the dust control plan are necessary; ❖ Shall authorize representatives of City/County to enter the property for inspection and/or abatement purposes; Shall hold harmless the City/County and its representatives from liability for any actions related to this dust control pl n r any City/County initiated abatement activities. Sign ture of P operty Owner or Authorized Representative bate f NO City of La Quinta - PM10 Fugitive Dust Control Plan (< 1 acre per Lot or Infill Project) This Fugitive Dust Control Plan shall take into account applicable SCAQMD Regulations Rule 403, 403.1, 401, 402, 201, 203 and Portable Equipment Registration Program (PERP). WATERING: Continuous watering is required to prevent dust and must occur a minimum of four (4) times daily. Water shall be applied feom an adequate sized metered water source to dry soils to prevent: ■ Visible dust emissions >20% opacity ■ Visible dust emissions that travel > 100 feet from the source (within site) ■ Visible dust emissions that cross any property line ❖ EDUCATION: The responsible dust control Individual and key personnel shall attend SCAQMD PM10 class and obtain PM10 certificate number prior to construction activity (training information may be obtained by contacting SCAQMD at (909) 396-2183)• CONSTRUCTION & DEMOLITION ACTIVITIES: A copy of this approved Fugitive Dust Plan must be kept on site. At least one short-term stabilization method must be used during off hours. At least one long-term stabilization measure must be used within ten (10) days of ceasing activity. d• WEATHER MONITORING: Wind predictions shall be monitored. ❖ SIGNAGE: Approved signs shall be installed at a highly visible location. Please refer to the Coachella Valley Fugitive Dust Control Plan Handbook for Construction Signage Guidelines. TRAFFIC: Construction traffic shall not be allowed on the pad, unless absolutely necessary. If vehicles operate on pad, pad shall be kept firm and moist through hose watering and sprinklers; and a maximum traffic speed of 15mph will be enforced. Fugitive Dust shall be prevented by fencing off site to prevent unauthorized traffic on pad. ❖ PARKING: Parking is not allowed on pad. All vehicles must park on street at designated areas only. ❖ TRACK OUT: Provide. 24 hour street cleaning and track out system as approved by City Public Works inspectors. No dirt on public or private roads. Track out shall be cleaned up within one (1) hour of incident and at the conclusion of each workday. DIRT PILES: Dirt piles shall be limited to 50 cubic yards and built per California Building Code grading requirements. Piles shall be kept moist or covered with tarp material. Larger dirt piles will require stockpile or grading permit. •: FENCING: Provide PM10 fencing at perimeter of public roads and where applicable. Wood slat fencing can be installed at rear of property and return 20 feet on either side if HOA restrictions apply. Block walls can replace PM10 fencing during the construction phase. •:• EQUIPMENT: Extra hoses and sprinklers shall be maintained on site. EXCAVATION MEASURES: All areas to be excavated or graded shall be pre -watered. Water shall also be applied during excavation or grading operations. DUMP TRUCKS: Open top dump trucks shall be wet down, moist and covered with a tarp prior to leaving site. ee INACTIVE SITE: Within 10 days of ceasing of activities, re -vegetate or permanently stabilize as required. RECORD KEEPING: Fugitive Dust Control Plan 'records (i.e. self inspection records, records of use of chemical suppressants, etc.) shall be maintained for 3 years by the Property Owner (or Authorized Representative). Property Owner shall notify the City and SCAQMD within 10 days of completion of project. Water Quality Management Plan (WQMP) Exemption Form - Whitewater River Region Documentation of Project Not Requiring a WQMP but Requiring Site Design BMPs and Source Control BMPs by Entitlement Conditions of Approval or Permit Conditions — WQMP Required for the Listed Change of Land Uses or for Changes of Pollutant Stream (All Questions Below Must be Answered "No" To Exempt Project) Yes No Entitlement or construction of new single-family hillside residence(s) that create 10,000 square feet, or more, of impervious area where the pre -development natural slope is 25% orgreater? X Entitlement or construction of new single-family hillside residence(s) that create 10,000 square feet, or more, of impervious area where the pre -development natural slope is 10% or greater where erosive soil conditions are known? X Entitlement or construction of new commercial and industrial development(s) of 100,000 square feet or more? X Entitlement or construction of new automotive repair shop(s) including body, upholstery, paint, exhaust, tire, transmission, engine or other automotive specialty repair. [Standard Industrial Classification (SIC) codes 5013, 7532, 7533, 7534, 7537, 7538, and 75391? X Entitlement or construction of new retail gasoline outlet(s) disturbing greater than 5,000 square feet? X Entitlement or construction of new restaurant(s) (or potential restaurant shell space) disturbing greater than 5,000 square feet? X Entitlement or construction of new home subdivision(s) with 10 or more housing units? X Entitlement or construction of new parking lot(s) of 5,000 square feet or more, or with 25 or more parking spaces, and potentially exposed to Urban Runoff? X Applicant Information Name and Title MARIO GONZALES Company ADOM VENTURES, LLC Phone 7609691400 Email MARIO@GHACOMPANIES.COM Project Information Project Name DARBY ESTATES Type (SFH, Multi -Family, Commercial, Etc.) Location or Street Address 43485 CROI SETTE CT, LOT 3,5 , 8 Nearest Cross Streets PALM ROYAL Municipality/County/Zip Code La Quinta ' Tract Number(s) and/or Assessor Parcel Number(s) 31087 Other Location Information Watershed Whitewater River Source Control BMP Information Size of Project Area (nearest 0.1 acre) 4.75 Project Area managed with Site Design or Low Impact Development (LID) BMPs (nearest 0.1 acre) Is the project subject to onsite retention by City ordinance or policy? Name of the Entity that will implement, operate, and maintain the Source Control BMPs Contact Name GHA ENTERPRISE, INC Street or Mailing Address 30875 DATE PALM DRIVE City Zip Code 92234 Phone 7609691400 Check Item To be Performed Source Control BMP Requirements - All Projects Require Non -Structural BMP Source Control Non -Structural BMP (See Appendix H, Section 4.5.2.1) The applicant shall comply with listed BMPs and applicable Ongoing Irrigation System and Landscape Maintenance Ongoing Litter Control Signature: Ongoing Drainage System Inspection & Maintenance LQMC Sections 8.70.010 et seq. (Stormwater Management Education/Training for Property Owner, Operators, Occupants, or Employees Activity Restrictions — Prohibition of Debris Blowing/Sweeping/Washing into Street/Storm Drain, Closed Trash Lids, Restriction of Vehicle Washing Print Name: Ongoing Street Sweeping at Private Streets and Private Parking Lots Check Item To be Provided Source Control BMP Requirements — Small Sloped Lots, Small Commercial, < 10 Unit Subdivisions, <5,000 Square Ft. Parking Lots, Etc. Structural BMP (See Appendix H, Section 4.5.2.2) Storm Drain Inlet Stenciling and Signage Title: Vllrb Landscape and Irrigation System Design to Minimize Erosion & Nuisance Runoff Region Board Order No. 117-2008-0001 and the State Water Protection of Slopes and Channels to Minimize Erosion Multi -Family Project Use of Community Car Wash Racks Date: I/A/A!� Wash Water Controls for Food Preparation Areas to Use Sanitary Sewer Phone:( -1a) Fueling Area (Design & Maintenance) Including PCC Surface, Canopy & Spill Prevention Air/Water Supply Area Drainage (Design & Maintenance) Including Spill Area Containment Trash Storage Areas (Design & Maintenance) Including Attached Lids, Storm Water Controls Loading Docks (Design & Maintenance) Including Storm Water Controls, Dry & Frequent Cleaning Procedures Maintenance Bays (Design & Maintenance) Including Indoor Location & Storm Water Containment Vehicle and Equipment Wash Areas (Design & Maintenance) Including Canopy & Containment Outdoor Material Storage Areas (Design & Maintenance) Including Canopy & Containment Outdoor Work Areas or Processing Areas (Design & Maintenance) Including Canopy & Containment CC&R's, Maintenance Agreements or Other mechanisms will be used to ensure the ongoing operation, maintenance, funding, transfer and implementation of the project -specific WQMP requirements. Legal description and plat stamped by Registered Surveyor to be attached to the applicable CC&R or Maintenance Agreement for recordation at Riverside County. (Optional Requirement to be reviewed on a Project by Project basis) BMP Acknowledgement The applicant shall comply with listed BMPs and applicable provisions of the City's NPDES stormwater discharge permit, Signature: LQMC Sections 8.70.010 et seq. (Stormwater Management and Discharge Controls), and 13.24.170 (Clean Air/Clean Print Name: Water); Riverside County Ordinance No. 457; the California Regional Water Quality Control Board — Colorado River Basin Title: Vllrb 2VQ k A �ll Region Board Order No. 117-2008-0001 and the State Water Resources Control Board's Order No. 99-08-DWQ. Date: I/A/A!� Phone:( -1a) W Applicant Certification I certify that I have read this form in its entirety.and understand the City's submittal and review process and the Signator requirements for this form. I understand and agree that if ll during the processing of the form, it is determined the Print Name: information contains errors or omissions, clarification and/or Title: i supplemental information may be required and the p Title:�� preparation of such information may be considered, in the Community Development Director's judgment, an Date: unreasonable delay and will result in a suspension of processing time limits in accordance with the California Code U phone: ( kL) /43 of Regulations, Title 14, Section 15109. Owner Certification I certify under the penalty of the laws of the State of California that I am the property owner of the property that Signature: is the subject matter of this application and I am authorizing and hereby do consent to the filling of this application and Print Name: acknowledge that the final approval by the City of La Quinta, if any, may result in restriction, limitations and construction Title: i obligations being imposed on this real property. 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REVISIONS: '" u:.�ws3: ,.,..N:r r a r:l. ww . e.,e,., e..• >. 4n94dm1 Nall9e - LFde enact Salim )lel -- '�� ✓wo ON01 — �e+�Ac ++ati .�Pv dO.M .we 4v v.t T4�Sa9 TrreJ fi . CM] ry C QUIMTA .Nen SC( NO. I i - • . ,.• 4'RC ORW.F6E Al IF MH RD 7 IN'AW9 mIDI ra• me ai.9 vun `"� s ••r ••. e SECTION B -B r BLB9L.ER AND PRAM PETAL (mi • Nor IosrAlF tlETA: A' . NG SULE Sladden (- Engineering 45090 Golf Center Parkway, Suite F; Indio, CA 92201 (761) 863-0713 Fax (760) 863-0727 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 (95 1) 766-8777 Fax (951) 766-8778 June 26, 2014. Project No. 522-13266 14-07-264 Adorn Ventures, LLC c/o GHA Companies 30-875 Date Palm Drive, Suite C Cathedral City,. California 92234 Project: Darby Estates -Tract 31087 Darby Road La Quinta, California Subject; Report of Observations and' Testing During Rough Grading Final for Lots 6-19, Interim Lots 1-5 Ref: Geotechnical Update prepared by Sladden Engineering dated January 17,2014; Project No. 544-13266,14-01-013 Geotechnical' Investigation report prepared by Sladden Engineering dated October 29, 2003; Project No. 544-3455; 03-10-700 This report provides a summary of our field ob§ervations along with the results of in-place density testing performed at the subject site (Tract No. 31087) during the rough grading of the building pads for :the proposed residential development. The project site is located along Darby Road (identified as Tract No. 31087) in the City of La Quinta, California. This report provides final certification for Lots 6-19. Lots 1-5 were left low and will be completed at a later date. During rough grading over -excavation and re -compaction was performed throughout the building areas. Near surface soil was removed to a depth of at Ieast 2 feet below existing grade or the bottom of the footings whichever was deeper. Remedial grading extended laterally, a minimum of five feet beyond' the approved building setbacks. The exposed surface was then scarified, moisture conditioned, and compacted to at least 90 percent relative compaction.. The previously removed soil and stockpile import soil was placed in thin lifts and compacted to at least 90 percent relative compaction. Field testing was performed on June 11, 2014 through June 18, 2014. 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 Testing: In-place moistare/density tests were performed using a nuclear density gauge in accordance with ASTM Test Method D 6938-08. A total of 93 field density tests were performed. Test results are summarized on the attached data sheets. The approximate test locations are indicated by lot number.. June 26, 2014 72- Project No. 522-13266 14-06-247 Laboratory Testing: The moisture -density relationships for the tested materials were determined In the laboratory in accordance with ASTM Test Method b 1557-91. Footings should extend at least 12 inches beneath lowest adjacent grade.. Isolated square or rectangular footings at least 2 feet square may be designed using an allowable bearing pressure of 1800 pounds per square foot. Continuous footings at least 12 inches wide may be designed Using an allowable bearing pressure of 1500 pounds per square foot. Allowable increases of. 200 psf for each additional 1 foot of width and 250 psf for each additional 6 inches of depth may be utilized if desired. The -maximum allowable bearing pressure should be 2500 psf. The allowable. bearing pressures are for dead and frequently applied live loads and may be increased by 1/3 to resist wind, seismic or other transient loading. Resistance to *lateral loads can be provided by a'combination of friction acting at the base of the slabs or foundations and passive earth pressure along the sides of the foundations. A coefficient of friction of 0.45 between soil. and concrete may be used with dead load forces only. A passive earth pressure o€.300 pounds per square foot, per foot. of depth, may be used for the sides of footings that are placed against properly compacted native soil. If there are any questions regarding this report or the testing summarized herein; please contact the undersigned. Respectfully submitted SLADDEN ENGINEERING gNnERSON Brett Anderson. No. C483tf9 . �rso Principal Engineer b,� na ENo1NEERIN0 T Grading/mr Copies 4 / Adorn Ventures, LLC c/o GHA Companies z Sladden Enmineerke TEST RESULTS Project Name: Darby Estates PROJECT NO: 522-13266 Location:.La Quinta, California REPORT NO: .14-06-247 Test No. 'Date Tested Location Elevatlon In place In place Compaction Density Building Pads 1 06/11/14 Lot 2 &-3 7.0' BPG 120.4 10.3 96 125.0 2. 06/11/14 Lot 5 & 6 7.0' BPG 119.6 9.8 96 125.0 3 06/11/14 Lot 8 7.0' BPG 113.6 8.6 91 125.0 4 •06/11/14 Lot 8 5.0' BPG 118.1 10.5 94 125.0 5 06%11/14 Lot 6 & 7 5.0' BPG 121.4 11.3 97 125.0 6 06/11/14 Lot 5 5.0' BPG 117.3 9.5 94` 125.0 7 6/12/2014 Lot 10 6.0' BPG 115.4 - 10.3 92 125.0 8 .6/12/2014 Lot 10 7.0' BPG 120.1 9.8 96 125.0 9 6/12/2014 Lot 7 5.0' BPG 120.6 9.6 96 125.0 10 .6/12/2014 Lot 3 5.5' BPG 121.3 11.4 97 125.0 11 6/12/2014 Lot 10 5.0' BPG 118.7 10.5. 95 125.0 . 12 6/12/2014 .Tree Demo Lot 1 & 2 7.0' BPG 103.9 12.4 97 107.0 13 6/12/2014 Tree Demo Lot 1 & 2 5.0' BPG 104.7 13.1 98 107.0 14 6/13/2014 Lot 11 5.5' BPG 112.3 10.3 96 117.0 15 ,6/13/2014 Lot 14 5.5' BPG 114.6 11.4 98 117.0 16 6/13/2014 Lot 4 5.0' BPG 113.8 9.6 97 117.0 .17 6/13/2014 Lot 3 8.0' BPG 110.9 10.9 95 117.0 1$ 6/13/2014 Lot 1 6.0' BPG 113.7 11.1 97 117.0 19 6%13/2014 Lot.1 4.5' B.PG 114.1 9.8. 98 117.0 20 6/13/2014 Tree Demo Lot 1 & 2 3.0' 6PG 105.9 12.4 99 .107.0 21. 6/13/2014 Lot 10 8.0' BPG 119.1 10.7 95 125.0 22 -6/13/2014 Lot 9 5.0' BPG. 117.8 9.1 94 125.0 23. 6/13/2014 Lot 9 3.0' BPG. '120.1 11.3 96 125.0 24 6/16/2014 Lot 5 5.0' BPG 114.5 10.3 92 125.0 25 6/1.6/2014 Lot 5 3.0' BPG 120.3 9.8 96 125.0 26 6/16/14 Lot 7 5.0' BPG 121.9 e.6 98 125.0 27 6/16/2014 Lot 7 3.0' BPG 119.6 10.3 96 125.0 28 6/16/2014 Lot 12 5.0' BPG 116..7 11.3 93 125.0 29 6/16/2014 Lot 12 3.0' BPG 117.4 9.4 94 125.0 30 6/16/2014 Lot 14 5A' BPG 121.9 11.4 98 125.0 31- 6/16/2014 Lot 14 3.0'.1313G. 113.7 10.6 91 125.0 32 . 6/16/2014 Lot 16 5.0' SPG 117..6 11.1 94 125.0 33 .6/16/2014 Lot 16. 3.0' BPG 122.3 10.8 98 125.0- 34 6/16/2014 Lot 18 5.0' BPG 121.4 9.9 97 125.0 35 6/17/2014 Lot 17 4:0' BPG 113.6 8.4 91 125.0 36 6/17/2014 Lot 17 .2,0' BPG 116.9 9.8. 94 125.0 37 6/17/2014 Lot 19 4.0' BPG 115.2 10.3 92 125.0 38 6/17/2014 Lot 19 2.0' BPG 120.3 9.6 96 125.0 39 -6/17/2014 Lot 1 6.0' BPG 117.4 8.5 94 125.0 June 26, 2014 Sladden Engineering 'TEST RESULT'S Project Name:.Darby'Estates PROJECT NO: 522-1-3266 Location: La Quinta, California, REPORT NO: 14-06-247 Test No. Date Tested Locatlon Elevation , Ih place no d Uva compaction Donsity Building Pads 40. 6/17/2014 Lot 3 6.0' BPG 112.9 10.3 90 125.0 41 6/17/2014 Lot 6 PG 121.2 10.1 97 125.0 42 '6/17/2014 Lot 7 PG 115.5 9.6 92 125.0 43 6/17/2014. Lot 8 PG 118.4 10,0 95 125.0 44 6/1.7/2014 Lot 9 PG 119.6 8.4 96 125.0 45 6/17/2014 Lot 10 PG 116.4 10.8 93 125.0 46 6/17/2014 Lot 11 PG 121.4 9.6 97 125,0 47 6/17/2014 Lot 12 PG 115.9 8.4 93 125.0 48 6/17/2014 Lot 13 PG 123.6 8.5 99 125.0- 25.049 49 -6/17/2014 Lot 14 PG 120.3 9.3 96 125.0 50 6/17/2014 Lot 15` PG 119.8 9.8 96 125.0 ss 6/18/2014 Lot 16 PG 114.6 10.3 92 125.0 52 6/18/2014 Lot 17 . PG 117.8 9.8 .. '94 125.0 53 • 6%18/2014 Lot 18 PG 115.9 11.6 93 125.0 54 6/18/2014 Lot 19 PG 113.4 10.4 91 125.0 55 . 6/18/.2014 Crolsette Court SG 118.6 10.9 95 125.0 56 . 6/18/2014 Croisette Court SG 121.4. 11.6 97 125.0 57 6/18/2014 Croisette Court SG 118.9 9.8 95 125.0 58 6/18/2014 Croisette Court SG 120.3 9.1 96 125.0 59 6/18/2014 Croisette Court SG, 122.6 10.3 98 125.0 60 6/18/2014 Croisette Court SG 120.9 11.6 97 125.0 BPG'= Below Pad Grade PG = Pad Grade. SG = Subgrade June 26, 2014 Sudden Engineering. 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 October 23, 2013 Project No. 544-13266 13-10-479 GHA Companies 1 30-875 Date Palm Drive, Suite C Cathedral City, California 92234 Project: Proposed Residential Development Darby Road — Tract 31087 La Quinta, California Subject: Geotechnical Update Ref: Geotechnical Investigation report prepared by Sladden Engineering dated October 29, 2003; Project No. 544-3455, Report No. 03-10-700 As requested, we have reviewed the above referenced geotechnical investigation report as: it relates to the design and construction of the proposed residential development. The project site is located on Darby Road in the City of La Quinta, California. It is our understanding. that the proposed residences will be relatively lightweight wood -frame structures supported by conventional shallow spread footings and concrete slabs on grade. The referenced report includes recommendations pertaining to the design and construction of residential structure foundations and for remedial grading. Based upon our report review and our understanding of the proposed construction, it is our opinion that the structural values and remedial grading recommendations provided in the above referenced report remain applicable. In order to provide firm and uniform bearing conditions, we recommend over -excavation and recornpaction of the near surface native soil throughout the building and foundation areas. The building areas should be over -excavated to a depth of at least 2 feet below existing grade or 2 feet below the bottom of the footings, whichever is deeper. The exposed surface should be moisture conditioned and compacted to a minimum of 90 percent relative compaction. If the recommended depth of compaction can be attained by presaturation and compacted in-place, over -excavation mayhot be necessary. October 23, 2013 -2- Project No. 544-13266 13-10-479 Footings should extend at least 12 inches beneath lowest adjacent grade. Isolated square or rectangular footings at least 2 feet square may be designed using an allowable bearing value of 1800 pounds per square foot. Continuous footings at least 12 inches wide may be designed using an allowable bearing value of 1500 pounds per square.foot. Allowable increases of 200 psf for each additional 1 foot of width and 250 psf for each additional 6 inches of depth may be utilized if desired. The maximum allowable bearing pressure should be 2500 psf. The allowable bearing pressures are for dead and frequently applied live loads and may be increased by 1/3 to resist wind, seismic or other transient loading. Resistance to lateral loads can be provided by a combination of friction acting at the base of the slabs or foundations and passive earth pressure along the sides of the foundations. A coefficient of friction of 0.45 between soil and concrete may be used with dead load forces only. A passive earth pressure of 300 pounds per square foot, per foot of depth, may be used for the sides of footings that are placed against properly compacted native soils. Retaining walls may be required to accomplish the proposed construction. Cantilever retaining walls may be designed using "active" pressures. Active pressures may be estimated using an equivalent fluid weight of 35 pcf for native backfill soils with level free -draining backfill conditions. For walls that are restrained, "at rest" pressures should be utilized in design. At rest pressures may be estimated using an equivalent fluid weight of 55 pcf for native backfill soils with level free -draining backfill conditions. Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is SD, generally described as stiff soil. The following presents additional coefficients and factors relevant to seismic mitigation for new construction based upon the 2010 California Building Code (CBC). The seismic design category for a structure may be determined in accordance with Section 1613 of the 2010 CBC or ASCE7. According to the 2010 CBC, Site Class D may be used to estimate design seismic loading for the proposed structure. The 2010 CBC Seismic Design Parameters are summarized below. Occupancy Category (Table 1604.5):11 Site Class (Table 1613.5.2): D Ss (Figure 1613.5.1): 1.5008 S1 (Figure 1613.5.1):0.600g Fa (Table 1613.5.3(1)):1.0 Fv (Table 1613.5.3(2)): 1.5 Sms (Equation 16-36 (Fa X Ss)): 1.500g Sm1 (Equation 16-37 (Fv X S1)): 0.900g SDS (Equation 16-38 12/3 X Sms)): 1.000g SDI (Equation 16-39 (2/3 X Sml)): 0.600g Seismic Design Category: D Sladden Engineering October 23, 2013 -3- Project No. 544-13266 13-10-479 If you have questions regarding this letter or the referenced reports; please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING OFESS/ON BRETT L. q��Z ANDERSON C, Brett L. Anderson — o. 045389 2 Principal Engineer CIVIL ENGINEERING } SER/gvm q FC Copies: 4/GHA Companies I Sladden Engineering