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BRES2015-0315Description: THE ORCHARD TM 36297 PH 1 PLAN 1 Type: BUILDING RESIDENTIAL Subtype: DWELLING - SINGLE Status: FINALED Applied: 8/21/2015 PJU FAMILY DETACHED Approved: 9/17/2015 MFA Parcel No: 777030001 Site Address: 51125 EVANGELINE WY LA QUINTA,CA 92253 Subdivision: TM36297 Block: Lot: 3 Issued: 9/17/2015 MFA Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 8/10/2016 JFU Valuation: $239,459.30 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 3,636 SF DWELLING - PLAN 1, LOT 3 [VB/RES-3/CLASS-A/13D] THIS PERMIT DOES NOT INCLUDE POOL, SPA, BLOCK WALLS, BBQ OR WATER FEATURE. 2013 CALIFORNIA BUILDING CODES Printed: Tuesday, April 11, 2023 9:49:44 AM 1 of 7 WSYSiEMS CHRONOLOGY • NAME TYPE NAME ADDRESSICITY STATE ZIP PHONE FAX EMAIL APPLICANT WESSMAN DEVELOPMENT COMPANY IN 555 S SUNRISE WAY SUITE 200 PALM SPRINGS CA 92264 (760)325-3050 CONTRACTOR WESSMAN DEVELOPMENT COMPANY IN 555 S SUNRISE WAY SUITE 200 PALM SPRINGS CA 92264 (760)325-3050 OWNER COACHELLA HOLD CO LLA 5750 WILSHIRE BLVD STE501 LOS ANGELES CA 90036- 3638 (760)325-3050 Printed: Tuesday, April 11, 2023 9:49:44 AM 1 of 7 WSYSiEMS Printed: Tuesday, April 11, 2023 9:49:44 AM 2 of 7 WsYsrEMS ■ CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY ART IN PUBLIC PLACES - 270-0000-43201 0 $98.65 $98.65 9/15/15 R9225 00002244 CHECK DESERT POLO LAND SKH RESIDENTIAL CO Total Paid for ART IN PUBLIC PLACES - AIPP: $98.65 $98.65 BSAS SB1473 FEE 101-0000-20306 0 $10.00 $10.00 9/15/15 R9225 00002244 CHECK DESERT OLO LAND SKH Total Paid for BUILDING STANDARDS ADMINISTRATION $10.00 $10.00 BSA: DIF - CIVIC CENTER 252-0000-43200 0 $942.00 $942.00 9/15/15 R9225 00002244 CHECK DESERTO O LAND SKH DIF - COMMUNITY 254-0000-43200 0 $129.00 $129.00 9/15/15 R9225 00002244 CHECK DESERT POLO LAND SKH CENTERS CO DIF - FIRE PROTECTION 257-0000-43200 0 $433.00 $433.00 9/15/15 R9225 00002244 CHECK DESERT OLO LAND SKH DIF - LIBRARIES 253-0000-43200 0 $344.00 $344.00 9/15/15 R9225 00002244 CHECK DESERT POLO LAND SKH CO DIF - PARK 256-0000-43200 0 $40.00 $40.00 9/15/15 R9225 00002244 CHECK DESERT POLO LAND SKH MAINTENANCE CO DIF - PARKS/REC 251-0000-43200 0 $2,048.00 $2,048.00 9/15/15 R9225 00002244 CHECK DESERT COOLO LAND SKH DIF - STREET 255-0000-43200 0 $116.00 $116.00 9/15/15 R9225 00002244 CHECK DESERT POLO LAND SKH MAINTENANCE CO DIF - TRANSPORTATION 250-0000-43200 0 $2,842.00 $2,842.00 9/15/15 R9225 00002244 CHECK DESERT POOLO LAND SKH Total Paid for DIF - SINGLE FAMILY DWELLING: $6,894.00 $6,894.00 TEMP POWER SERVICE 101-0000-424030 $24.17 $24.17 9/15/15 R9225 00002244 CHECK DESERT COOLO LAND SKH Total Paid for ELECTRICAL: $24.17 $24.17 RESIDENTIAL, EA 101-0000-42403 0 $49.32 $49.32 9/15/15 R9225 00002244 CHECK DESERT POLO LAND SKH ADDITION 1,000SF CO Printed: Tuesday, April 11, 2023 9:49:44 AM 2 of 7 WsYsrEMS Printed: Tuesday, April 11, 2023 9:49:44 AM 3 of 7 WsYsrEMS ■ CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY RESIDENTIAL, FIRST 101-0000-42403 0 $145.03 $145.03 9/15/15 R9225 00002244 CHECK DESERT POLO LAND SKH 1,OOOSF CO Total Paid for ELECTRICAL - NEW CONSTRUCTION: $194.35 $194.35 RESIDENTIAL PRECISE GRADING - CUSTOM 101-0000-42408 0 $36.26 $36.26 9/15/15 R9225 00002244 CHECK DESERT POLO LAND SKH CO HOME LOT >7KSF RESIDENTIAL PRECISE GRADING - CUSTOM 101-0000-42600 0 $181.29 $181.29 9/15/15 R9225 00002244 CHECK DESERT POLO LAND SKH CO HOME LOT >7KSF PC Total Paid for GRADING: $217.55 $217.55 CONDENSER/COMPRES 101-0000-42402 0 $108.78 $108.78 9/15/15 R9225 00002244 CHECK DESERT POLO LAND SKH SOR CO EXHAUST HOOD 101-0000-42402 0 $24.18 $24.18 9/15/15 R9225 00002244 CHECK DESERT OLO LAND SKH FURNACE 101-0000-42402 0 $108.78 $108.78 9/15/15 R9225 00002244 CHECK DESERT OLO LAND SKH VENT FAN 101-0000-42402 0 $96.72 $96.72 9/15/15 R9225 00002244 CHECK DESERT OLO LAND SKH Total Paid for MECHANICAL: $338.46 $338.46 MULTI STRUCTURE 101-0000-42600 0 $48.34 $48.34 9/15/15 R9225 00002244 CHECK DESERT POLO LAND SKH PLAN CHECK - EACH CO Total Paid for MULTI STRUCTURE PLAN CHECK - EACH: $48.34 $48.34 MULTI -SPECIES RESIDENTIAL 0-8 UNITS 101-0000-20310 0 $1,301.00 $1,301.00 9/15/15 R9225 00002244 CHECK DESERT POLO LAND SKH CO - 2015 UPDATE Total Paid for MULTI -SPECIES RESIDENTIAL: $1,301.00 $1,301.00 NEW CONSTRUCTION 101-0000-424000 $603.97 $603.97 9/15/15 R9225 00002244 CHECK DESERT POLO LAND SKH PERMIT CO Total Paid for NEW CONSTRUCTION PERMIT: $603.97 $603.97 Printed: Tuesday, April 11, 2023 9:49:44 AM 3 of 7 WsYsrEMS Printed: Tuesday, April 11, 2023 9:49:44 AM 4of7 CRWSY5TEM5 SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES ■ CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY 9/30/2015 APPROVED FOOTINGS KKI 10/12/2015 10/12/2015 APPROVED BY BACKFLOW DEVICE 101-0000-42401 0 $12.09 $12.09 9/15/15 R9225 00002244 CHECK DESERT POOLO LAND SKH BUILDING SEWER 101-0000-42401 0 $12.09 $12.09 9/15/15 R9225 00002244 CHECK DESERT POOLO LAND SKH FIXTURE/TRAP 101-0000-42401 0 $302.25 $302.25 9/15/15 R9225 00002244 CHECK DESERT POOLO LAND SKH GAS SYSTEM, 5+ 101-0000-42401 0 $36.26 $36.26 9/15/15 R9225 00002244 CHECK DESERT POLO LAND SKH OUTLETS CO ROOF DRAIN 101-0000-42401 0 $169.26 $169.26 9/15/15 R9225 00002244 CHECK DESERT POOLO LAND SKH WATER HEATER/VENT 101-0000-42401 0 $24.18 $24.18 9/15/15 R9225 00002244 CHECK DESERT POOLO LAND SKH WATER SYSTEM 101-0000-42401 0 $12.09 $12.09 9/15/15 R9225 00002244 CHECK DESERT POLO LAND SKH INST/ALT/REP CO Total Paid for PLUMBING FEES: $568.22 $568.22 SMI - RESIDENTIAL 101-0000-203080 $31.13 $31.13 9/15/15 R9225 00002244 CHECK DESERT POOLO LAND SKH Total Paid for STRONG MOTION INSTRUMENTATION SMI: $31.13 $31.13 SINGLE FAMILY 224-0000-203200 $1,837.44 $1,837.44 9/15/15 R9225 00002244 CHECK DESERT POLO LAND SKH DETACHED CO Total Paid for TUMF - RESIDENTIAL: $1,837.44 $1,837.44 • Printed: Tuesday, April 11, 2023 9:49:44 AM 4of7 CRWSY5TEM5 SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES SEWER CONNECTION JFU 9/30/2015 9/30/2015 APPROVED UNDERGROUND PLBG JFU 9/30/2015 9/30/2015 APPROVED FOOTINGS KKI 10/12/2015 10/12/2015 APPROVED Printed: Tuesday, April 11, 2023 9:49:44 AM 4of7 CRWSY5TEM5 Printed: Tuesday, April 11, 2023 9:49:44 AM 5 of 7 WsYsrEMS SHEATHING NAILING ONLY. OK TO BUILD ROOF NAIL JFU 11/5/2015 11/5/2015 PARTIALLY CRICKETS. FINAL ROOF NAIL INSPECTION APPROVED REQUIRED WHEN ALL PENETRATIONS, FLASHINGS, ETC ARE INSTALLED. ROOF NAIL KKI 12/9/2015 12/9/2015 APPROVED FLASH ALL OPENINGS WHERE WINDOWS ARE ON BACK -ORDER. FIX NEEDED FOR OKAY TO WRAP JFU 1/12/2016 1/12/2016 DISAPPROVE IMPROPERLY PLACED STRAP ON NORTH SIDE D OF HOME. STRAP DOES NOT LAND DIRECTLY ON POST, AND ONLY HALF OF THE NAILS ATTACH TO POST. OKAY TO WRAP KKI 1/15/2016 1/15/2016 APPROVED APPROVED 1" CLEARANCE REQUIRED AT WATER FRAMING JFU 1/26/2016 1/26/2016 W/EXCEPTIO HEATER FLUE VENT. VERIFY AT INSULATION N INSPECTION. ROUGH ELEC JFU 1/26/2016 1/26/2016 APPROVED ROUGH MECH JFU 1/26/2016 1/26/2016 APPROVED INSTALL TRAP PRIMER AT FLOOR SINK NEAR APPROVED ROUGH PLBG JFU 1/26/2016 1/26/2016 W/EXCEPTIO WATER HEATER AND FAU, AND BLOCK OUT FOR ACCESS PANEL. VERIFY AT INSULATION N INSPECTION. PARTIALLY LID AT LIVING/KITCHEN ROOM AND ALL INSULATION JFU 1/28/2016 1/28/2016 APPROVED WALLS THROUGHOUT HOUSE. INSULATION AOR 1/29/2016 1/29/2016 APPROVED REMAINING AREAS, NO FURTHER INSPECTIONS REQUIRED. DRYWALL NAIL JFU 2/2/2016 2/2/2016 APPROVED LATH JFU 2/5/2016 2/5/2016 DISAPPROVE WEEP SCREED REQUIRED AT GARAGE AREAS D WHERE STEM WALL OCCURS. LATH JFU 2/9/2016 2/9/2016 APPROVED SHOWER PAN JFU 3/1/2016 3/1/2016 APPROVED GAS LINE/TEST JFU 3/14/2016 3/14/2016 APPROVED Printed: Tuesday, April 11, 2023 9:49:44 AM 5 of 7 WsYsrEMS Printed: Tuesday, April 11, 2023 9:49:44 AM 6 of 7 WsYsrEMS TEMP USE OF PERM PWR JFU 3/14/2016 3/14/2016 DISAPPROVE NOTES #2 AWG ALUMINUM FEEDER CONDUCTORS 1 READY FOR APPROVAL D ARE NOT PERMITTED. APPROVED TEMP USE OF PERM PWR JFU 3/21/2016 3/21/2016 W/EXCEPTIO SUB -PANEL FEEDERS YET TO BE PULLED. N Lot 4 The job site located at 51-125 Evangeline way is in compliance with the city of La Quinta public works department rules and regulations for a Final Inspection.The landscape is complete in the front side and PUBLIC WORKS FINAL GCU 8/2/2016 8/2/2016 APPROVED backyard.The irrigation system is complete in the front side and backyard.The storm drains are also complete and in accordance with the plans.The job site is clean and clear of all construction debris at this time.The weather is 81 to 106 degrees with partly cloudy skies.The winds are approximately 2 to 4 mph HERS REGISTRATION NO: 216-N0123802A- FINAL" JFU 8/10/2016 8/10/2016 APPROVED E2100006A-E21A REGISTRATION DATE: 8/3/2016 HERS PROVIDER: CALCERTS, INC. Printed: Tuesday, April 11, 2023 9:49:44 AM 6 of 7 WsYsrEMS N&-- REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES FIRE FIRE BUCKET 12/10/2015 12/28/2015 1 12/10/2015 1 READY FOR APPROVAL Printed: Tuesday, April 11, 2023 9:49:44 AM 6 of 7 WsYsrEMS Printed: Tuesday, April 11, 2023 9:49:44 AM 7 of 7 WsYsrEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 10/14/2015 JAKE FUSON TOP OF FORM TOP OF FORM 0 CERTIFICATION CERTIFICATION.pdf ENGINEERS FIX - SHEAR ENGINEERS FIX - SHEAR DOC 12/2/2015 JAKE FUSON WALL PENETRATION WALL PENETRATION 0 AND MISSED ANCHOR AND MISSED ANCHOR BOLT BOLT.pdf STRUCTURAL DOC 2/1/2016 JAKE FUSON STRUCTURAL OBSERVATION REPORT - 1 OBSERVATION REPORT LOTS 1, 3, AND 5.pdf BRES2015-0315 - FIRE DOC 8/10/2016 JAKE FUSON FIRE DEPARTMENT DEPARTMENT 1 CLEARANCE CLEARANCE.pdf DOC 12/10/2015 LISA NOTTINGHAM Res Spk - Orchards.docx Res Spk - Orchards.docx 0 IMAGE 8/2/2016 GREG CURDES Back yard.JPG Back yard.JPG 0 IMAGE 8/2/2016 GREG CURDES south side swales.JPG south side swales.JPG 0 IMAGE 8/2/2016 GREG CURDES Lot 3.JPG Lot 3.JPG 0 IMAGE 8/2/2016 GREG CURDES Job Card.JPG Job Card.JPG 0 IMAGE 8/2/2016 GREG CURDES North side .JPG North side .JPG 0 IMAGE 8/2/2016 GREG CURDES front of lot 3.JPG front of lot 3.JPG 0 Printed: Tuesday, April 11, 2023 9:49:44 AM 7 of 7 WsYsrEMS 44auIeu 78-495 CALLE TAMPICO .- LA QUINTA, CALIFORNIA 92253 _ COMMUNITY DEVELOPMENT DEPARTMENT ' D Application Number: BRES2015-0315 Property Address: 51125 EVANGELINE WY SEp 17 2015 APN: 777030001 Application Description: THE ORCHARD TM 36297 PH 1 PLAN 1 l Property Zoning: my QF LAQUINTA Application Valuation: $239,459.30 nnhnetIAUTV nI:VFL PPMENT DEPARTMI Applicant: WESSMAN DEVELOPMENT COMPANY IN 555 S SUNRISE WAY SUITE 200 PALM SPRINGS, CA 92264 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. C-8 License No.: 995566 \Contractor:WeZ rran bevelo omoA1 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) 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 N Lender's VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 9/17/2015 HELLA HOLD CO LLA WILSHIRE BLVD STE 501 ,NGELES, CA 90036-3638 Contractor: WESSMAN DEVELOPMENT COMPANY IN 555 S SUNRISE WAY SUITE 200 PALM SPRINGS, CA 92264 (760)325-3050 Llc. No.: 995566 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: 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 t se provisions. Date: Applicant:CO6lCV110/A4 .,�Id cv LLA WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state law relating to building construction, and hereby authorize representatives of this ' y to enter up the above-mentioned pro�ee�rty for inspection purposes. Q� Date: J Signature (Applicant or A ent): /� DESCRIPTION FINANCIAL + ACCOUNT QTY AMOUNT PAID PAID DATE ART IN PU$t1C PLACES - RESIDENTIAL 270-0000-43201 0 $98.65 $98.65 9/15/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESERT POLO LAND CO CHECK R9225 00002244 SKH Total Paid for ART IN PUBLIC PLACES - AIPP: $98.65 $98.65 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $10.00 $10.00 9/15/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESERT POLO LAND CO CHECK R9225 00002244 SKH Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $10.00 $10.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DIF - CIVIC CENTER 252-0000-43200 0 $942.00 $942.00 9/15/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESERT POLO LAND CO CHECK R9225 00002244 SKH DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DIF - COMMUNITY CENTERS 254-0000-43200 0 $129.00 $129.00 9/15/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESERT POLO LAND CO CHECK R9225 00002244 SKH DESCRIPTION ACCOUNT. QTY AMOUNT PAID PAID DATE DIF - FIRE PROTECTION 257-0000-43200 0 $433.00 $433.00 9/15/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESERT POLO LAND CO CHECK • R9225 00002244 SKH DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DIF - LIBRARIES 253-0000-43200 0 $344.00 $344.00 9/15/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESERT POLO LAND CO CHECK R9225 00002244 SKH DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DIF - PARK MAINTENANCE 256-0000-43200 0 $40.00 $40.00 9/15/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESERT POLO LAND CO CHECK R9225 00002244 SKH DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DIF - PARKS/REC 251-0000-43200 0 $2,048.00 $2,048.00 9/15/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESERT POLO LAND CO CHECK R9225 00002244 SKH DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DIF - STREET MAINTENANCE 255-0000-43200 0 $116.00 $116.00 9/15/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESERT POLO LAND CO CHECK R9225 00002244 SKH DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DIF - TRANSPORTATION 250-000043200 0 $2,842.00 $2,842.00 9/15/15 PAID BY ' METHOD RECEIPT # CHECK # CLTD BY DESERT POLO LAND CO CHECK R9225 00002244 SKH Total Paid for DIF - SINGLE FAMILY DWELLING: $6,894.00 $6,894.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE TEMP POWER SERVICE 101-0000-42403 0 $24.17 $24.17 9/15/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESERT POLO LAND CO CHECK R9225 00002244 SKH Total Paid for ELECTRICAL: $24.17 $24.17 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RESIDENTIAL, EA ADDITION 1,000SF 101-0000-42403 0 $49.32 $49.32 9/15/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESERT POLO LAND CO CHECK R9225 00002244 SKH DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RESIDENTIAL, FIRST 1,000SF 101-0000-42403 0 $145.03 $145.03 9/15/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESERT POLO LAND CO CHECK R9225 00002244 SKH Total Paid for ELECTRICAL - NEW CONSTRUCTION: $194.35 $194.35 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RESIDENTIAL PRECISE GRADING - CUSTOM HOME LOT >7KSF 101-0000-42408 0 $36.26 $36.26 9/15/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESERT POLO LAND CO CHECK R9225 00002244 SKH DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RESIDENTIAL PRECISE GRADING - CUSTOM HOME LOT >7KSF PC 101-0000-42600 0 $181.29 $181.29 9/15/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESERT POLO LAND CO CHECK R9225 00002244 SKH Total Paid for GRADING: $217.55 $217.55 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE CONDENSER/COMPRESSOR 101-0000-42402 0 $108.78 $108.78 9/15/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESERT POLO LAND CO CHECK R9225 00002244 SKH DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE EXHAUST HOOD 101-0000-42402 0 $24.18 $24.18 9/15/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESERT POLO LAND CO CHECK R9225 00002244 SKH DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE FURNACE 101-0000-42402 0 $108.78 $108.78 9/15/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESERT POLO LAND CO CHECK R9225 00002244 SKH DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE VENT FAN 101-0000-42402 0 $96.72 $96.72- 9/15/15 PAID BY 'j METHOD RECEIPT # CHECK # CLTD BY DESERT POLO LAND CO CHECK R9225 00002244 SKH Total Paid for MECHANICAL: $338.46 $338.46 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE MULTI STRUCTURE. PLAN CHECK - EACH 101-0000-42606 0. $48.34. .$48.34 9/15/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESERT POLO LAND CO CHECK R9225 00002244 SKH Total Paid for MULTI STRUCTURE PLAN CHECK - EACH: $48.34 $48.34 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE MULTI -SPECIES RESIDENTIAL 0-8 UNITS - 2015 UPDATE 101-0000-20310 0 $1,301.00 $1,301.00 9/15/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESERT POLO LAND CO CHECK R9225 00002244 SKH Total Paid for MULTI -SPECIES RESIDENTIAL: $1,301.00 $1,301.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE NEW CONSTRUCTION PERMIT 101-0000-42400 0 $603.97 $603.97 9/15/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESERT POLO LAND CO CHECK R9225 00002244 SKH Total Paid for NEW CONSTRUCTION PERMIT: $603.97 $603.97 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE BACKFLOW DEVICE 101-0000-42401 0 $12.09 $12.09 9/15/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESERT POLO LAND CO CHECK R9225 00002244 SKH DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE BUILDING SEWER 101-0000-42401 0 $12.09 $12.09 9/15/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESERT POLO LAND CO CHECK R9225 00002244 SKH DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE FIXTURE/TRAP 101-0000-42401 0 $302.25 $302.25 9/15/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESERT POLO LAND CO CHECK R9225 00002244 SKH DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE GAS SYSTEM, 5+ OUTLETS 101-0000-42401 0 $36.26 $36.26 9/15/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESERT POLO LAND CO CHECK R9225 00002244 SKH DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE ROOF DRAIN 101-0000-42401 0 $169.26 $169.26 9/15/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESERT POLO LAND CO CHECK R9225 00002244 SKH DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WATER HEATER/VENT 101-0000-42401 0 $24.18 $24.18 9/15/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESERT POLO LAND CO,. CHECK R9225 00002244 SKH DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $12.09 $12.09 9/15/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESERT POLO LAND CO CHECK R9225 00002244 SKH Total Paid for PLUMBING FEES: $568.22 $568.22 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE SMI - RESIDENTIAL 101-0000-20308 0 $31.13 $31.13 9/1S/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESERT POLO LAND CO CHECK R9225 00002244 SKH Total Paid for STRONG MOTION INSTRUMENTATION SMI: $31.13 $31.13 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE SINGLE FAMILY DETACHED 224-0000-20320 0 $1,837.44 $1,837.44 9/15/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESERT POLO LAND CO CHECK R9225 00002244 SKH _d Total Paid for TUMF - RESIDENTIAL: $1,837.44 $1,837.44 TOTALS: $12,167.28 $12,167.28 (n °I a n Q,ff cn cn W N X nr m Lmn K m CD CA m 'm X� rr-r 0 0 Dr X tsi psi r r i'ob ;Q c cA v mo con m M z ID � � � C Vz " n w-*pt)m z D p I� -- $ o n D x I7 Cn O 1 1 1 1 z.. 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Zo =oZnzmc�" *mo Z -4m • zmOz2DON�oroG)prnv�m f mG)Cn x�<� z Zx `i�°m�U'd K;WO`g',G) o� a m m-lO � 8-0 4 zwZ"� XaDzGY 0 -< >�c N � _ O a m p . o cup v U1 A W N z wom>r'Ovvp *z qq> zw O DmZOmmZZM -Ip �0--' - ,>Koo- zc mz 'CO C) �CD Dmmz2gm� x'M Ari �Zt 8X >iH-Imo 00 Oz Cr -p �4 z6, Omzxw O �vz R9 Tr-MOi�mo0 Ooi3--N z=mm�cn -1nD�@mp xO mwzm� .Po u0iZ0� � m NO m nim W�--zp.og ^- Zz v z1V' Z rm N 0 1 x 00 r O A z O ..; W .\�T4//. / �Z�TOmOCcnmmvao *< m�mpzozzmmk Om ro -Om-0Tm�mD-i ZO. Zo =oZnzmc�" *mo Z -4m • zmOz2DON�oroG)prnv�m f mG)Cn x�<� z Zx `i�°m�U'd K;WO`g',G) o� a m m-lO � 8-0 4 zwZ"� XaDzGY 0 -< >�c N � _ O a m p . o cup v U1 A W N z wom>r'Ovvp *z qq> zw O DmZOmmZZM -Ip �0--' - ,>Koo- zc mz 'CO C) �CD Dmmz2gm� x'M Ari �Zt 8X >iH-Imo 00 Oz Cr -p �4 z6, Omzxw O �vz R9 Tr-MOi�mo0 Ooi3--N z=mm�cn -1nD�@mp xO mwzm� .Po u0iZ0� � m NO m nim W�--zp.og ^- Zz v z1V' Z rm N 0 1 x 00 r O A z O 1:;C6 � K - C`)) 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. [ j [ I(�� nNA Date: �/ 7 l Developer: V -'�) 7S' " k I� Tract No.: 'f'L- I [tract Name: Lot No.(s): Address(s): r Phone Number: (�) 7 -'2u5 V _ �l 1 04-b�� 5 2�,�c�t o 4�2Dc F`WJ4V (V\ -e The following are the requirements fog PG�lic orks Clears ce o aut orra_e Issuace of a buildin 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 F1 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 +/- 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 b -y City staff. Recommended by: Date: �L/17 / /3 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 & Applica tions\ Forms & Applications\GREEN SHEET cover & PM10 less than 1 Acre Revised 10-02-12.doc IP 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 from 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. 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 Pian 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. 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. Check Item Source Control BMP Requirements - All Projects Require Non -Structural BMP Source Control To be Performed Non -Structural BMP (See Appendix H, Section 4.5.2.1) Ongoing Irrigation System and Landscape Maintenance Ongoing Litter Control Ongoing Drainage System Inspection & Maintenance 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 Ongoing Street Sweeping at Private Streets and Private Parking Lots Check Item Source Control BMP Requirements — Small Sloped Lots, Small Commercial, < 10 Unit To be Subdivisions, <5,000 Square Ft. Parking Lots, Etc. Provided Structural BMP (See Appendix H, Section 4.5.2.2) Storm Drain Inlet Stenciling and Signage Landscape and Irrigation System Design to Minimize Erosion & Nuisance Runoff Protection of Slopes and Channels to Minimize Erosion Multi -Family Project Use of Community Car Wash Racks Wash Water Controls for Food Preparation Areas to Use Sanitary Sewer 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, LQMC Sections 8.70.010 et seq. (Stormwater Management and Discharge Controls), and 13.24.170 (Clean Air/Clean Water); Riverside County Ordinance No. 457; the California Regional Water Quality Control Board — Colorado River Basin Region Board Order No. R7-2008-0001 and the State Water Resources Control Board's Order No. 99-08-DWQ. Signature: - Print Name: Title: Date: I / Phone:) Sladden Engineering 45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0727 6782 Stanton Avenue, Suite C, 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 June 9, 2015 Project No. 522-14032 15-06-245 Coachella Holdco, LLC 5750 Wilshire Boulevard, Suite 501 Los Angeles, California 90036 Project: "The Orchard" Residential Development Tract 34279 SWC Avenue 51 & Madison Street La Quinta, California Subject: Report of Observations and Testing During Grading Ref: Geotechnical Update prepared by Sladden Engineering dated April 15, 2002; Project No. 544-1497, Report No. 02-04-224 This report provides a summary of our field observations along with the results of in-place density testing performed at the subject site during the re -grading of the building pads for the proposed residential development. The project site is located at the "The Orchard" residential development on the southwest corner of Avenue 51 and Madison Street in the City of La Quinta, California. During re -grading over -excavation was performed throughout the new building pad areas that extended beyond the previously graded building pads. Over -excavation extended to a minimum depth of 3 feet below existing grade or 4 feet below pad grade, whichever was deeper. The exposed soil was scarified to a depth of 1 foot, moisture conditioned and compacted to at least 90 percent relative compaction. The previously removed soil was replaced in thin lifts at near optimum moisture content and compacted to at least 90 percent of maximum density. Field testing was performed from March 2, 2015 through June 5, 2015. 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 contractor's work. Field Testing: In-place moisture/density tests were performed using a nuclear density gauge in accordance with ASTM Test Method D 6938-08. A total of 71 field density tests were performed. Test results are summarized on the attached data sheets. The approximate test locations are indicated by lot number and on the attached plan. June 9, 2015 -2- Project No. 522-14032 15-06-245 Laboratory Testing: The moisture -density relationships for the tested materials were determined in the laboratory in accordance with ASTM Test Method D 1557-91. Conventional spread footings are recommended for the support of the proposed residential structures. All footings should be founded upon properly compacted engineered fill soil and should have a minimum embedment depth of 12 inches measured from the lowest adjacent finished grade. Continuous and isolated footings should have minimum widths of 12 inches and 24 inches, respectively. Continuous and isolated footings supported upon properly compacted soil may be designed using allowable (net) bearing pressures of 1800 and 2000 pounds per square foot (psf), respectively. Allowable increases of 200 psf for each additional 1 foot in width and 200 psf for each additional 6 inches in depth may be utilized, if desired. The maximum allowable bearing pressure should be 2500 psf. The allowable bearing pressures apply to combined dead and sustained live loads. The allowable bearing pressures may be increased by one-third when considering transient live loads, including seismic and wind forces. All footings should be reinforced in accordance with the project structural engineer's recommendations. Based on the recommended allowable bearing pressures, the total static settlement of the shallow footings is anticipated to be less than one -inch, provided foundation preparations conform to the recommendations described in this report. Static differential settlement is anticipated to be approximately one-half of the total settlement for similarly loaded footings spaced up to approximately 50 feet apart. Lateral load resistance for the spread footings will be developed by passive pressure against the sides of the footings below grade and by friction acting at the base of the footings. An allowable passive pressure of 275 psf per foot of depth may be used for design purposes. An allowable coefficient of friction 0.45 may be used for dead and sustained live loads to compute the frictional resistance of the footing placed directly on compacted fill. Under seismic and wind loading conditions, the passive pressure and frictional resistance may be increased by one-third. If there are any questions regarding this report or the testing summarized herein, please contact the undersigned. Respectfully submitted SLADDEN EINGINEERING � C jC 'liij� Brett Ande on Principal En inee �, ib -PSON 'r p g r� r4 C'. 9 c ; v 9%fls G1 tL Grading/or tlN iU Copies 4 / Coachella Holdco, LLC Sladden Engineering Project Name: The Orchard TEST RESULTS Location: Avenue 51 and Madison La Quinta, California PROJECT NO: 522-14023 REPORT NO: 15-06-245 Dry DensIty Moisture Relative Maximum Test No Date Tested Location Elevation In place In place Compaction Density Building Pads 1 03/02/15 Per Plan 3.5' BPG 102.3 11.6 91 113.0 2 03/02/15 Per Plan 3.5' BPG 104.7 12.7 93 113.0 3 03/02/15 Per Plan 3.5' BPG 101.9 12.5 90 113.0 4 03/02/15 Per Plan 3.5' BPG 103.4 11.9 92 113.0 5 03/02/15 Per Plan 3.5' BPG 102.7 11.5 91 113.0 6 03/02/15 Per Plan 3.5' BPG 101.8 12.9 90 113.0 7 03/04/15 Per Plan 3.5' BPG 103.6 11.6 92 113.0 8 03/04/15 Per Plan 3.5' BPG 101.9 12.5 90 113.0 9 03/04/15 Per Plan 3.5' BPG 102.5 10.9 91 113.0 10 03/04/15 Per Plan 3.5' BPG 104.8 11.4 93 113.0 11 03/05/15 Per Plan 2.0' BPG 103.2 11.2 91 113.0 12 03/05/15 Per Plan 2.0' BPG 105.1 12.1 93 113.0 13 03/05/15 Per Plan 2.0' BPG 102.9 10.6 91 113.0 14 03/05/15 Per Plan 2.0' BPG 104.6 9.4 93 113.0 15 03/05/15 Per Plan 2.0' BPG 101.9 10.1 90 113.0 16 03/05/15 Per Plan 2.0' BPG 103.3 9.9 91 113.0 17 03/05/15 Per Plan 2.0' BPG 102.7 11.6 91 113.0 18 03/05/15 Per Plan 2.0' BPG 104.2 9.5 92 113.0 19 03/06/15 Per Plan 0.5' BPG 104.6 9.6 93 113.0 20 03/06/15 Per Plan 0.5' BPG 105.2 11.2 93 113.0 21 03/06/15 Per Plan 0.5' BPG 103.4 11.4 92 113.0 22 03/06/15 Per Plan 0.5' BPG 101.9 10.9 90 113.0 23 03/06/15 Per Plan 0.5' BPG 104.7 10.8 93 113.0 24 03/06/15 Per Plan 0.5' BPG 102.6 9.9 91 113.0 25 03/06/15 Per Plan 0.5' BPG 103.2 10.1 91 113.0 26 03/06/15 Per Plan 0.5' BPG 104.1 11.6 92 113.0 Lot 11 27 03/25/15 Per Plan PG 104.7 10.9 93 113.0 28 03/25/15 Per Plan PG 103.9 10.7 92 113.0 29 03/25/15 Per Plan PG 105.3 12.3 93 113.0 30 03/25/15 Per Plan PG 106.4 11.5 94 113.0 Lot 10 31 03/25/15 Per Plan PG 104.5 10.8 92 113.0 32 03/25/15 Per Plan PG 107.3 11.1 95 113.0 33 03/25/15 Per Plan PG 106.7 11.6 94 113.0 34 03/25/15 Per Plan PG 105.1 10.3 93 113.0 Lot 9 35 03/30/15 Per Plan PG 115.3 12.3 96 120.0 36 03/30/15 Per Plan PG 117.4 11.9 98 120.0 37 03/30/15 Per Plan PG 110.6 11.6 92 120.0 38 03/30/15 Per Plan PG 116.3 12.1 97 120.0 June 9, 2015 1 Sladden Engineering Project Name: The Orchard TEST RESULTS Location: Avenue 51 and Madison La Quinta, California PROJECT NO: 522-14023 REPORT NO: 15-06-245 Test No Date Tested Location Elevation myuerwity In place %moisture In place avemu Compaction Density Lot 8 39 03/30/15 Per Plan PG 112.9 12.5 94 120.0 40 03/30/15 Per Plan PG 115.8 10.9 97 120.0 41 03/30/15 Per Plan PG 114.3 11.7 95 120.0 42 03/30/15 Per Plan PG 115.7 12.1 96 120.0 Lot 7 43 03/31/15 Per Plan PG 110.3 12.6 92 120.0 44 03/31/15 Per Plan PG 112.6 11.7 94 120.0 45 03/31/15 Per Plan PG 108.9 12.1 91 120.0 46 03/31/15 Per Plan PG 110.8 12.9 92 120.0 Lot 2 47 04/20/15 Per Plan PG 110.3 11.3 93 118.0 48 04/20/15 Per Plan PG 109.6 10.6 92 118.0 49 04/20/15 Per Plan PG 111.4 11.9 94 118.0 50 04/20/15 Per Plan PG 109.8 9.6 92 118.0 Lot 1 51 04/20/15 Per Plan PG 111.7 10.1 94 118.0 52 04/20/15 Per Plan PG 112.1 9.8 95 118.0 53 04/20/15 Per Plan PG 110.1 9.5 93 118.0 54 4/20/2015 Per Plan PG 113.3 11.4 96 118.0 Electrical Line Abandonment 55 04/29/15 Per Plan 2.0' BPG 109.4 10.6 95 115.0 56 04/29/15 Per Plan 2.0' BPG 106.4 12.7 93 115.0 57 04/29/15 Per Plan 2.0' BPG 108.3 13.4 94 115.0 58 04/29/15 Per Plan 2.0' BPG 107.6 12.9 94 115.0 59 04/29/15 Per Plan 2.5' BPG 105.9 12.5 92 115.0 60 04/29/15 Per Plan 2.5' BPG 107.1 13.1 93 115.0 61 04/29/15 Per Plan 2.5' BPG 105.1 11.9 91 115.0 62 04/30/15 Per Plan PG 103.6 10.3 90 115.0 63 04/30/15 Per Plan PG 105.6 9.9 92 115.0 64 04/30/15 Per Plan PG 103.9 11.1 90 115.0 65 04/30/15 Per Plan PG 104.1 10.6 91 115.0 66 04/30/15 Per Plan PG 105.9 11.4 92 115.0 67 04/30/15 Per Plan PG 106.7 9.7 93 115.0 Lot 3 68 05/20/15 Per Plan PG 106.3 10.3 94 113.0 69 05/20/15 Per Plan PG 104.6 10.6 93 113.0 70 05/20/15 Per Plan PG 105.9 11.1 94 113.0 Lot 4 71 05/20/15 Per Plan PG 103.9 9.9 92 113.0 72 05/20/15 Per Plan PG 107.2 10.3 95 113.0 73 05/20/15 Per Plan PG 105.1 9.5 93 113.0 June 9, 2015 2 Sladden Engineering Project Name: The Orchard TEST RESULTS Location: Avenue 51 and Madison La Quinta, California PROJECT NO: 522-14023 REPORT NO: 15-06-245 Test No Date Tested Location Elevation Dry Deri5lty In place Moisture In place Relative Compaction Max mum Density Lot 5 74 06/05/15 Per Plan PG 107.5 8.8 95 113.0 75 06/05/15 Per Plan PG 106.9 7.7 95 113.0 76 06/05/15 Per Plan PG 108.3 7.2 96 113.0 Lot 6 77 06/05/15 Per Plan PG 108.0 8.6 96 113.0 78 06/05/15 Per Plan PG 105.7 9.3 94 113.0 79 06/05/15 Per Plan PG 107.1 8.4 95 113.0 BPG = Below Pad Grade PG = Pad Grade June 9, 2015 3 Sladden Engineering 40. 36279 ... _ _- 7 1 LOT 4 CR L ti a li —73 Lor 3 L r z I �Lrl I.L F— LOT 'CALE ❑so 0 ft. 160 o z = w r— = z LL J O LL N I Z O J a U LL m m � z m O a w Q 0 5 G LL (J ZEU Z m J LU d = L U g X o 0 1 W z O ww Z o w 0 U w p a Z _ Q 0 Mr. Timothy R. Jonasson, Public Works Director/City Engineer City of La Quinta 78-495 Calle Tampico La Quinta, CA 92253 Re: Tract Map No. 36279 Building Pad Certification Dear Mr. Jonasson: RECEIVE[" AUG 2 0 2015 CITY OF LA QUINTA COMMUNITY DEVELOPMENT Please be advised that the following building pads on the above -referenced site have been rough graded for foundation construction in substantial conformance with the Precise Grading Plan for Tract Map No. 36279. COACHELLA VALLEY ENGINEERS, ji� 0/, �: Mark A. Turner, L.S. 6532 Director of Surveying Job No. 13123 TRACT MAP NO. 36279 (W. Side Evangeline Way) LOT NO, PLAN ELEV. EXISTING ELEV. 01 516.1 516.1 02 516.1 516.1 03 516.3 516.3 04 516.9 516.9 05 517.3 517.3 06 517.7 517.7 COACHELLA VALLEY ENGINEERS, ji� 0/, �: Mark A. Turner, L.S. 6532 Director of Surveying Job No. 13123 Mr. Timothy R. Jonasson, Public Works Director/City Engineer City of La Quints 78-495 Calle Tampico La Quints, CA 92253 Re: Tract Map No. 36279 Building Pad Certification Dear Mr. Jonasson: RECEP�t; AUG 2 0 2015 CITY (,- L-', QUINTA COMMUNI i Y DEVELOPMENT Please be advised that the following building pads on the above -referenced site have been rough graded for foundation construction in substantial conformance with the Precise Grading Plan for Tract Map No. 36279. TRACT MAP NO. 36279 (E. Side Evangeline Way) LOT NO, 07 516.8 516.8 08 516.6 516.7 09 516.1 516.1 10 515.6 515.6 11 514.8 514.8 COACHELLA VALLEY ENGINEERS, xk*k i;Z4_ Mark A. Turner, L.S. 6532 Director of Surveying N1a CK2 1 Ex,, 6.3v L.S. Utiti - Ci= C Job No. 13123 Coachella Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 Project Name: Owner's Name: Project Address The Orchard This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT LEVEL ONE AMOUNT; LEVEL TWO AMOUNT: MITIGATION AMOUNT: COMMAND AMOUNT: DATE: RECEIPT: CHECK N: INITIALS CERTIFICATE OF COMPLIANCE (California Education Code 17620) Date: September 15, 2015 Coachella Holding Co, LLA Phone No. 760-694-2989 51-205;51-165; 51-125; 51-085; 51-045; 51-005; 51-040; 51-080; 51-120; 51-160; 51-200 Evangeline Way Project Description: 11 Single Family Swellings APN: 777-030-001, 002 & 003 Type of Development: Residential Tract #: 36297 F:":i Total Square Feet of Building Area: Commercial Lot #'s: 1-11 Industrial Certification of Applicant/Owners: The person signing certifies that the above information is correct and makes this statement under penalty of perjury and further represents that he/she is authorized W n behalf of the owner/developer. Dated: September 15, 2015 ke Jam, 17 SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code 17620 Number of Sq.Ft. Amount per Sq.Ft. Amount Collected Gov. Code 65995 39066 $3.36 $131261.76 Project Agreement Existing Not Subject to Fee Approval Prior to 1/1/87 Requirement Building Permit Application Completed: Yes/No By: Elsa F. Esqueda, Director of Facilities and Maintenance Note: Pursuant to AB 181 any room additions or enclosures of 500 sq. ft. or less are exempt from developer fees. Any mobile homes being relocated within the same school district's jurisdiction are exempt from developer fees. Certificate issued by: Laurie Howard, Secretary Signature:CkJ,�1�_!21 1 L. NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND STATEMENT OF FEES Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District provide (1) a written notice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 90 -day period to protest the imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to advise you that the 90 -day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this time or in whole or in part prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date of issuance. Extension will be granted only for good cause, as determined by the School District, and up to three (3) such extensions may be granted. W c/nlydocsrdc%4'cc; cci[iIicitc of umlhliancc 1-01-111 upd.ued 3-2007 11/2010 0 CD O CD v a a N O cn CD CD Q Q' v N CD a N (D (u' O -69 Oo w A CL C CD O CD co N c v TI -n C --�. ISOmD� 0 G) z $20 pcn C a < n -IMC zOm 0m -o 0. 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CD 0 fl) Q v w rn N CO 4 V 0) U) CD 1 _m CD CD 7 L7 (O CD T w 3 m 5 r O cn O 7 CD r cn 0 0 O D CC N CD : W CD O 000E D F W am' CD CD to 0 o O W p r wL> co CD CD CA N c C 7 7 �m v l CDa co N'< w N m 46CD N 0 C O 0 3 D c 0 c N N 0 N ou C v_ z Q X m n 0 z Structural Job -Site Observation Project: La Quinta Phase #: Engineer: Nidal A Visit Purpose Celebrating 55 Years Job No. 63045 Tract #: Date: 01-21-16 0 Walk thru with compliance letter: Yes ❑X No ❑ New ❑ Rewalk IM ❑ Clarifications & Field fixes: Yes ❑ No ❑ New ❑ Rewalk ❑ ❑ Address homeowner issues & concerns: Yes ❑ No ❑ New ❑ Rewalk ❑ ❑x Observation Type ❑ Foundation, Faotings & Slabs ❑ Framing: Interior ❑ Framing: Exterior ❑ Framing Interior & Exterior ❑ Corporate Walk ❑ Special Inspection per CBC. ❑ Hardware Only, Post Tension ❑ Floor Sheathing ❑ Roof Sheathing Slab & Details by others At the time of our visit, work had progressed to the point of: Bldg. # / Lot #: 1 Unit #: ❑ Foundation Trenched (Rebar & Hardware Installed) [3 Areas at Ceiling & Walls covered with Gypsum Board ❑ First Floor Sheathing ❑ Roof Sheathing ❑ Final Framing with Correction ❑ Roofing Material Stacked and Loaded ❑ Exterior Walls Covered ❑ Interior Walls Covered ❑ Insulation Installed ❑ Final Framing Pick-ups Completed ❑ (Refer to previous walk through lists) 3 5 Comments 1- Lot #1 & #3 interior Only. 2- lot#5 interior and exterior. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Per our visit: ❑ Refer to the attached walk-thru lists to be addressed by the construction personnel ❑ Field fix letters will be sent from our office to be applied ❑ Letters of compliance will be issued ❑s< Some undocumented corrections were fixed during walk thru Our finding and recommendations are provided to help increase the conformity of the structures with approved place and correspondence. Be advised that changes should be verified with building department, our findings shall not be construed, as authorizing and back charges. Site observation was made only to check general conformance with approved plans and correspondence. The content of these observations is understood to be an expression of professional opinion by this engineer that is based on his or her best knowledge, information and belief. As such, it consists of neither a guarantee nor a warranty expressed or im ied. Field Superintendent Mike Kane Signature Time In: Time Out: If you have any questions please contact the office. 4400 Campus Drive, Newport Beach, California 92660 P: (949)752-1612 F: (949)752-5321 2150 East Tahquitz Canyon, Suite 9 Palm Springs, California 92262 P: (760)323-5090 F: (760)325-2863 October 6, 2015 City of La Quinta Attn: Mr. Timothy R. Jonasson, Public Works Director / City Engineer 78-495 Calle Tampico La Quinta, CA 92253 Re: Tract Map No. 36279 (The Orchards) Building Forms Certification (Lot 1 through Lot 11, inclusive) Dear Mr. Jonasson: Please be advised that the following building forms on the above -referenced site have been set for foundation construction in substantial conformance with the Precise Grading Plans for Tract Map No. 36279 (The Orchards), located at the intersection of Madison Street and Beth Circle, La Quinta, CA. TRACT MAP NO. 36279 (The Orchards) LOT NO. PLAN ELEV. EXISTING ELEV. 01 516.6 516.6 02 516.6 516.6 03 516.8 516.8 04 517.4 517.4 05 517.8 517.8 06 518.2 518.2 07 517.3 517.3 08 517.1 517.1 09 516.6 516.6 10 516.1 516.1 11 515.3 515.3 COACHELLA VALLEY ENGINEERS, Mark A. Turner, L.S. 6532 Director of Surveying Job No. 13123 13 123FonnCert Lots 1-11 X. doc Riverside County Fire Department $ Fire Protection Planning Section Riverside Office: 2300 Market St, Ste 150, Riverside, CA 92501 Ph. (951) 955-4777 Fax (951) 955-4886 Murdeta Office: 39493 Los Alamos Rd, Ste A. Murdeta, CA 92563 Ph. (951) 600.6160 Fax (951) 600-6164 Palm Desert Office: 77-933 Las Montahas Rd., # 201 Palm Desert, CA 92211.4131 Ph. (760) 863-8886 (760) 863-7072 Fire Department Clearance/Release Date: 03-17-2016 To: La Quinta B & S Fax. Tract/Parcel Map #: The Orchards - Lot 3 Permit/Lot #: LAQ-1 5 -RS -1 72 Job Site Address: 51125 Evangeline Way La Quinta Approved Residential Fire Sprinkler System Release For Building Permit(s) Shell Final Only (No Tenant) 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. Authorizing 5ignalure For Release Thomas Cervantes Print Name Form C — Revised 7/18/2014