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Citrus - Cove TR 32751 BTCP2016-0003 (Plans 1 & 2)Project Details PROJECT NUMBER Cit of La Qu i nta BTCP2016-0003 O F Tt�" Description: THE COVE AT THE CITRUS / SFD X 2 Status: ARCHIVED Type: TRACT RESIDENTIAL CONSTRUCTION PLAN Status Date: 8/19/2016 Subtype: STANDARD Applied: 5/31/2016 Address: 50955 JEFFERSON ST Approved: 9/20/2016 City, State, Zip: LA QUINTA,CA92253 Closed: 9/29/2016 Project Manager: Expired: Details: PLAN CHECK ON 2 MODELS PLAN 1 & 2 WITH 2 ELEVATION EACH. PER 2013 CRC CODES. APPROVED PENDING CONFIRMATION OF SDP 2006-870 SEE JAY WUU DAYS REVIEWS 13 ACTIONS 18 INSPECTIONS CONDITIONS CASE OPEN OPEN COMPLETED A19 • MEMO]• • CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES 1ST PC SUBMITTAL MARY FASANO 5/31/2016 5/31/2016 ROUTED TO PLANNING, BUILDING BUCKET AND YOUNG ENG RECEIVED PHONE CALL JIM JOHNSON 6/16/2016 6/16/2016 CALLED ECOWIZE INC. TO INFORM THEM THE PLANS ARE READY FOR CORRECTIONS. 1ST P/C COUNTER VISIT RAMSES SEVILLA 6/20/2016 6/20/2016 SUPER PICK UP PLANS. NOTE RAMSES SEVILLA 6/20/2016 6/20/2016 SUPER PICK UP PLANS 2ND PC ROUTED TO STEPHANIE KHATAMI 7/7/2016 7/7/2016 OUTSIDE PC 2ND PC SUBMITTAL STEPHANIE KHATAMI 7/7/2016 7/7/2016 RECEIVED NOTE MARY FASANO 7/8/2016 7/8/2016 CONTRACTOR BROUGHT IN DEBRIS MANAGEMENT PLAN Printed: Monday, March 20, 2023 8:35:36 AM 1 of 7 CENTRALSQUARE Project Details PROJECT NUMBER City of La Quinta BTCP2016-0003 2ND PC COMPLETE/READY STRUCTURAL RESPONSES ARE INCLUDED AND YOUNG WILL MARY FASANO 7/20/2016 7/20/2016 FOR PICK UP PICK UP AWAITING STRUCTURAL PKG FROM CONSULTANT PRIOR TO RETURNING TO APPLICANT. NOTE BURT HANADA 7/25/2016 7/26/2016 LEFT VOICEMAIL AT ECOWISE THAT CORRCTIONS ARE READY FOR PICVKUP. COUNTER VISIT MARY FASANO 8/16/2016 8/16/2016 BOB TURPIN PICKED UP PLANS 3RD PC ROUTED TO STEPHANIE KHATAMI 8/19/2016 8/19/2016 OUTSIDE PC 3RD PC SUBMITTAL STEPHANIE KHATAMI 8/19/2016 8/19/2016 RECEIVED 3RD PC SUBMITTAL JIM JOHNSON 9/1/2016 9/1/2016 RECEIVED CALLED JAMES TWEED TO INFORM HIM OF ADDITIONAL NOTE JIM JOHNSON 9/2/2016 9/6/2016 CORRECTIONS, HE SAID HE WOULD FORWARD THEM TO THE TRUSS MANUFACTOR AND STRUC ENGINEER 4TH PC SUBMITTAL MARY FASANO 9/16/2016 9/16/2016 APPLICANT CAME TO COUNTER TO BRING STRUCTURAL. JIM RECEIVED JOHNSON TOOK THE PLANS CALLED JAMES TEED TO INFORM HIM THE PLANS ARE PHONE CALL JIM JOHNSON 9/20/2016 9/20/2016 APPROVED PENDING PLANNING DEPT APPROVAL FOR SDP 2006-870 SEE JAY WUU CALLED BOB TURPIN TO GIVE HIM INFORMATION ON WHO TO CALL FOR PENDING ISSUES: AMY YU @ 777-7047 P/W ISSUES, JAY WUU @777-7067 PLANNING DEPT ISUES, TOMMI PHONE CALL JIM JOHNSON 9/22/2016 9/22/2016 SANCHEZ @ 777-7077 FOR PERMIT FEES, SCHOOL FEES AND SENQUENCE SHEETS. BUILDING PLANS HAVE BEEN APPROVED PENDING OTHER DEPT. APPROVALS. ADDITIOAL $360 DUE FOR PLAN CHECK Printed: Monday, March 20, 2023 8:35:36 AM 2 of 7 CENTRALSQUARE °5 Project Details PROJECT NUMBER ows� City of La Quinta BTCP2016-0003 CALLED BOB TURPIN TO GIVE HIM INFORMATION ON WHO TO CALL FOR PENDING ISSUES: AMY YU @ 777-7047 P/W PHONE CALL JIM JOHNSON 9/22/2016 9/23/2016 ISSUES, JAY WUU @777-7067 PLANNING DEPT ISUES, TOMMI SANCHEZ @ 777-7077 FOR PERMIT FEES, SCHOOL FEES AND SENQUENCE SHEETS. BUILDING PLANS HAVE BEEN APPROVED PENDING OTHER DEPT. APPROVALS. —mime M •► e NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT ECOWIZE INC 73081 FRED WARING PALM DESERT CA 92260 (760)323-5090 PAT@FDGROUP.US DRIVE CONTRACTOR ECOWIZE INC 73081 FRED WARING PALM DESERT CA 92260 (760)323-5090 PAT@FDGROUP.US DRIVE ENGINEER OF GOUVIS ENGR CONSULT GROUP INC OUTSIDE CITY LIMITS (760)323-5090 RECORD OWNER PRESIDIO FD CITRUC LLC 73081 FRED WARING PALM DESERT CA 92260 (760)323-5090 DR CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY 101-0000-42600 ($350.00) ($350.00) 6/15/16 OFFSET OFFSET JJO 101-0000-42600 ($435.00) ($435.00) 6/16/16 OFFSET OFFSET JJO 101-0000-42600 ($415.00) ($415.00) 8/16/16 OFFSET OFFSET JJO BUILDING STAFF - CITY 101-0000-42600 3 $435.00 $435.00 6/16/16 DEPOSIT DEPOSIT JJO PER HOUR BUILDING STAFF - CITY 101-0000-42600 1 $145.00 $145.00 9/29/16 R18730 1237 CHECK PRESIDIO FD CITRUC MFA PER HOUR LLC BUILDING STAFF - YES 101-0000-42600 5 $350.00 $350.00 6/15/16 DEPOSIT DEPOSIT JJO PER HOUR Printed: Monday, March 20, 2023 8:35:36 AM 3 of 7 CENTRALSQUARE °5 Project Details PROJECT NUMBER ows� City of La Quinta BTCP2016-0003 OFT' CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY BUILDING STAFF - YES 101-0000-42600 7 $415.00 $415.00 8/16/16 DEPOSIT DEPOSIT JJO PER HOUR BUILDING STAFF - YES 101-0000-42600 0 $75.00 $75.00 9/29/16 R18730 1237 CHECK PRESIDIO FD CITRUC MFA PER HOUR I I I I I I I I ILLC BUILDING STAFF - YES 101-0000-42600 2 $140.00 $140.00 9/29/16 R18730 1237 CHECK PRESIDIO FD CITRUC MFA PER HOUR LLC Total Paid for BUILDING STAFF - PER HOUR: $360.00 $360.00 BUILDING TRACT RESIDENTIAL 101-0000-42600 1 $1,200.00 $1,200.00 5/31/16 R15896 1100 CHECK PRESIDIO FD CITRUC MFA CONSTRUCTION PLAN LLC DEPOSIT Total Paid for BUILDING TRACT RESIDENTIAL $1,200.00 $1,200.00 CONSTRUCTION PLAN DEPOSIT: INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES RETURNED REVIEW TYPE REVIEWER SENT DATE DUE DATE STATUS REMARKS NOTES DATE 1ST BLDG NS (3WK) JIM JOHNSON 5/31/2016 6/21/2016 6/16/2016 REVISIONS REQUIRED 1ST BLDG STR (2WK) JOHN 5/31/2016 6/14/2016 6/14/2016 REVISIONS REQUIRED THOMPSON APPLICANT NEEDS TO PROVIDE CONFIRMATION THAT SUYBMITTED PLANS REPRESENT THE 1ST PLANNING JAY WUU 5/31/2016 6/14/2016 6/14/2016 REVISIONS REQUIRED APPROVED UNITS FROM SDP 2006-870. IF NOT, A (2WK) MODIFICATION BY APPLICANT IS NEEDED, PER LQMC 9.200.090. Printed: Monday, March 20, 2023 8:35:36 AM 4 of 7 CENTRALSQUARE Project Details PROJECT NUMBER -ows� City of La Quinta BTCP2016-0003 APPLICANT PROVIDED HOA APPROVAL FOR 1ST PLANNING CARLOS 9/29/2016 9/29/2016 9/29/2016 READY FOR APPROVAL ARCHITECTURE ON 9/27/16. APPROVAL CAN BE (2WK) FLORES FOUND IN CASE MBA2016-0003. 1ST PUBLIC WORKS AMY YU 9/29/2016 9/29/2016 9/29/2016 READY FOR APPROVAL (2WK) 2ND BLDG NS (2WK) JIM JOHNSON 7/7/2016 7/21/2016 7/22/2016 REVISIONS REQUIRED THIS IS THE PLAN CHECK THAT WAS RETURNED 2ND BLDG STR BRONZ 7/20/2016 8/3/2016 7/26/2016 DIDN'T GET LOOKED TO US DUE TO THERE NOT BEING ANY (2WK) YOUNG AT 2ND REVIE STRUCTURAL RESPONSES INCLUDED WHEN SENT TO YOUNG. 2ND BLDG STR YOUNG 7/7/2016 7/21/2016 7/19/2016 REVISIONS REQUIRED Structural response list not provided, plans are (2WK) ENGINEERING being returned waiting for response list. 2ND PLANNING (2WK) JAY WUU 7/7/2016 7/21/2016 7/15/2016 REVISIONS REQUIRED 1ST ROUND COMMENTS WERE NOT ADDRESSED 3RD BLDG NS (2WK) JIM JOHNSON 8/19/2016 9/2/2016 9/2/2016 APPROVED 3RD BLDG STR YOUNG 8/19/2016 9/2/2016 9/1/2016 READY FOR APPROVAL 3-Pending Items The 3 pending items can be checked at the (2WK) ENGINEERING counter by Burt or AJ 3RD PLANNING CARLOS 8/19/2016 9/2/2016 9/2/2016 REVISIONS REQUIRED APPLICANT NEEDS TO PROVIDE CONFIRMATION (2WK) FLORES SRON SDP 2005-870 4TH BLDG STR JIM JOHNSON 9/6/2016 9/20/2016 9/20/2016 APPROVED (2WK) -71 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 9/29/2016 AMY YU PAD CERT 16-09-28, RG Cert, Lots 2-11, 19-23, 27-29.pdf 0 DOC 7/26/2016 BURT HANADA 2ND REVIEW CORRECTION LIST COMPLETE 50-955 JEFFERSON - THE COVE at the CITRUS 2nd.pdf 0 Printed: Monday, March 20, 2023 8:35:36 AM 5 of 7 CENTRALSQUARE Project Details PROJECT NUMBER -ows� City of La Quinta BTCP2016-0003 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED 1ST CHECK - 1ST CHECK - DOC 6/14/2016 BRONZ YOUNG STRUCTURAL STRUCTURAL 0 TRANSMITTAL.pdf TRANSMITTAL.pdf 1ST CHECK - 1ST CHECK - DOC 6/14/2016 BRONZ YOUNG STRUCTURAL STRUCTURAL 0 COMMENTS.doc COMMENTS.doc 2ND CHECK - 2ND CHECK - DOC 7/19/2016 BRONZ YOUNG STRUCTURAL STRUCTURAL 0 TRANSMITTAL.pdf TRANSMITTAL.pdf 2ND CHECK- 2ND CHECK- DOC 7/25/2016 BRONZ YOUNG STRUCTURAL STRUCTURAL 0 COMMENTS.doc COMMENTS.doc 2ND CHECK- 2ND CHECK- DOC 7/25/2016 BRONZ YOUNG STRUCTURAL STRUCTURAL 0 TRANSMITTAL.pdf TRANSMITTAL.pdf 3RD CHECK 3RD CHECK DOC 9/1/2016 BRONZ YOUNG STRUCTURAL STRUCTURAL 0 COMMENTS.doc COMMENTS.doc 3RD CHECK 3RD CHECK DOC 9/1/2016 BRONZ YOUNG STRUCTURAL STRUCTURAL 0 TRANSMITTAL.pdf TRANSMITTAL.pdf DOC 12/22/2016 JAKE FUSON RFI - STEM WALL WIDTH BTCP2016-0003 - RFI - 1 STEM WALL WIDTH.pdf DOC 12/22/2016 JAKE FUSON SOILS REPORT BTCP2016-0003 - SOILS 1 REPORT.pdf 1ST REVIEW NON- DOC 6/16/2016 JIM JOHNSON STRUCTURAL 50-955 JEFFERSON.docx 0 CORRECTIONS DOC 7/8/2016 MARY FASANO DEBRIS PLAN.pdf DEBRIS PLAN.pdf 0 Printed: Monday, March 20, 2023 8:35:36 AM 6 of 7 CENTRALSQUARE Project Details PROJECT NUMBER -ows� City of La Quinta BTCP2016-0003 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED 2ND CHECK - DOC 7/20/2016 MARY FASANO STRUCTURAL BTCP 0 RESPONSES.pdNSES.pdf RESPONSES 2ND SUBMITTAL NOW 2nd SUBMITTAL CHECK DOC 7/7/2016 STEPHANIE KHATAMI STRUCTURAL LIST AND COMMENTS 7- 0 RESPONSES 7-16.pdf 3RD SUBMITTAL 3RD SUBMITTAL DOC 8/19/2016 STEPHANIE KHATAMI CORRECTION LIST AND CORRECTION LIST AND 0 RESPONSES 8-19-16.pdf RESPONSES 8-19-16.pdf Printed: Monday, March 20, 2023 8:35:36 AM 7 of 7 CENTRALSQUARE MAYERS & ASSOCIATES Civil Engineering, Inc. PLANNING • ENGINEERING • SURVEYING September 28, 2016 CITY OF LA QUINTA Public Works Department P.O. Box 1504 La Quinta, CA 92247-1504 Reference: Pad Certification for The Cove - Tract 32751, PG2016-0020 Lots 2-11, 19-23, 27-29 To Whom It May Concern: This letter is to verify that the locations and elevations of the building pads for Lots 2-11, 19- 23, 27-29 were field checked by Mayers & Associates Civil Engineering, Inc. and found to be in substantial conformance with the approved Precise Grading Plan. The results are as follows: Lot # Plan Elev. Field Elev. Difference 2 30.5 30.5 0.00 3 30.4 30.5 +0.1 4 30.2 30.4 +0.2 5 30.2 30.2 0.00 6 30.4 30.3 -0.1 7 30.7 30.8 +0.1 8 30.7 30.8 +0.1 9 30.6 30.6 0.00 10 30.3 30.2 -0.1 11 30.3 30.3 0.00 19 30.6 30.6 0.00 20 30.3 30.3 0.00 21 30.5 30.4 -0.1 22 30.8 30.8 0.00 23 30.8 30.7 -0.1 27 30.4 30.3 -0.1 28 30.5 30.5 0.00 29 30.5 30.4 -0.1 If you have any questions, please contact our office. Sincerely, J SFC.. 14141 Mayers & Associates Civil Engineering, Inc. W w NO.82043 sT,9 C Travis C. Martin OF C-4.10 R.C.E. No. 82043 J.N.16-0310-01 19 Spectrum Pointe Drive, Suite 609 Lake Forest, CA 92630 (949)599-0870 Sladden Engineering 45090 Golf Center Parkway, Suite F, Indio, CA. 92201 (760) 863-0713 Fax (760) 863-0847 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 October 12, 2016 Family Development 73-081 Fred Waring Drive Palm Desert, California 92260 Project: Tract 32751 The Cove at the Citrus La Quinta, California Subject: Soluble Sulfate Content Project No. 544-16112 16-10-424 Ref: Geotechnical Update prepared by Sladden Engineering dated May 4, 2016; Project No. 544-16112, Report No.16-05-162 As requested, we have sampled the surface soil at the subject site to determine the soluble sulfate content as it relates to selecting appropriate concrete mix designs. The Cove at the Citrus project is located within the eastern portion of the Citrus Golf Club development in the City of La Quinta, California. Laboratory testing indicated soluble sulfate content of 920 ppm (0.092 percent) and 720 ppm (0.072 percent) for samples 1 and 2, respectively that correspond with the "negligible" exposure category in accordance with Table 3 of ACI 318-08 Chapter 9. In accordance with ACI 318-08, special sulfate resistant concrete mix designs should not be required for structural concrete on this project. A copy of the laboratory test results sheet is attached. If you .have questions regarding this letter or the referenced report, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING Brett L. Anders6n, Principal Engineer Letter/clb " --17 L 7 No. C45_09 r,;ii CIVIL E: ENGINi'cLRINIG r,t AP" t{ t, j"' Copies: 4 / Family Development Sladden Engineering 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 45090 Golf Center Pkwy, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Date: October 12, 2016 Account No.: 544-16112 Customer: Family Development Location: Tract 32751, The Cove at the Citrus, La Quinta Analytical Report Sulfate Series Soluble Sulfates Soluble Chloride per CA 417 per CA 422 ppm ppm #1 920 500 #2 720 300 Sulfate 544-16112 101216 SHEET: G GOUVIS JOB NO.: 64093 DATE: 12/06/2016 CLIENT: FAMILY DEVELOPMENT NOTE: SEE DETAIL #1 FOR LEGEND & INFORMATION NOT SHOWN. r, 1. ISOLATED SLAB FROM STEM ii WALL USE 1/2" FIBERBOARD —O bo r2X4 ATE l � ` ONCRETE STEM WIDTH=6" (FOR STUDS) & 8" (FOR 2X6 STUDS) > qp 4n . n VENEER. MATCH ITS THICKNESS & D5002N2 EXT. BEARING GARAGE CURB 3 DETAIL 3/SD-1 Building Address Owner TU 014 " P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 I?k-45-s mr,-0 r(� Gr -fws , LLB Mailing Address _7*Z>0'bt T-&VO wAA_JA)C,,— Ci Zip Tel. AtrH bswat q�Z.�o _*0 7776-'93W 0 o 6 i Flo -En 1-v41L1 +JZ-- State Lic. City & Classif. Lic. # Arch., Engr., D01.A)jEulA/J /b.S5acxATES Designer Address Tel. &0 AAAX CZip c State i�y lvsAVt� G 2,601. Lic. # C, LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5, Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contrac- tor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale). ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) O 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKER'S COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less). I certify that in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT.' If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter the above -mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip g,rt"CM zo'tr, .oe3 APPLICATION ONLY.. BUILDING: TYPE CONST OCC. GRP. A.P. Number Legal Description Project Description C-OVi - a C.tTla-us 5ni Neuy C 01QSiILy(,TWAJ 2 PLAA) -giPUS W t r4i 2 iFt-6 VA-MU)S &_14" Sq. Ft. No. 51 No. Dw. Size � J � S1*T Stories Units New Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL CONTACT INFORMATION NAME: PHONE: ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line - Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: _ Validated by: Date Permit WHITE = BUILDING DEPARTMENT Validation: YELLOW = APPLICANT PINK = FINANCE . VOUNG r ENGINEERING Y ._r b Letter of Transmittal To: City of La Quinta Today's Date: 08-31-16 78-495 Calle Tampico City Due Date: 09-02-16 La Quinta, CA 92253 Project Address: 50955 JEFFERSON (COVE AT THE CITRUS MODEL) Attn: Ramses Sevilla Plan Check #: BTCP2016-0003 Submittal: ❑ 1st ❑ 4th ® 2nd ❑ 55th ❑ 3rd ❑ Other: We are forwarding: ® By Messenger ❑ By Mail (Fed Ex or UPS) ❑ Your Pickup Includes: Descriptions: Includes: # Of Descriptions: Copies: ❑ Structural Plans ® 1 Revised Struct. Plans ❑ Structural Calculations ® 1 Revised Struct. Calcs ❑ Truss Calcs ❑ Revised Truss Calcs ❑ Soils Report Update ❑ Revised Soils Report ® 2 Structural P/C Comments ® 1 Approved Structural Plans ® 2 Redlined Structural Plans ® 1 Approved Structural Calcs ❑ Redlined Structural Calcs ® 1 Not Approved Truss Calcs O Redlined Truss Calcs ® 1 Approved Soils Report ❑ Redlined Soils Reports ❑ Other: Comments: Structural content is almost approvable. See attached structural plan check comment list. . A.J. or Burt can check the last three items at the counter. Plans don't have to go thru a two -week cycle with Young Engineering. Structural Plan Review Time = 2.00 HR This Material Sent for: ❑ Your Files ® Per Your Request ❑ Your Review ❑ Approval ❑ Checking ❑ At the request of: Other: ❑ By: Joe Venuti Office : ® (760) 772-5107 Other: ❑ y I 4 Sladden Engineering 45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite C, Buena Park, CA 90621 (714) 523-0552 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 May 4, 2016 Project No. 544-16112 16-05-162 Family Development 73-081 Fred Waring Drive RECEIVEI) Palm Desert, California 92260 Project: Tract 327.51 AUG 19 The Cove at the Citrus Z� �6 La Quinta, California COMCTMOFLA QUIMTq a UN►Ty pE�ELOP Subject: Geotechnical Update MEN r Ref: Geotechnical Update prepared by Earth Systems Southwest dated January 13, 2006, File No. 10271-03; Report No. 06-01-73OR Geotechnical Update prepared by Sladden Engineering dated October 1, 1997; Project No. 544-7032 Geotechnical Engineering Report prepared by Buena Engineers, Inc dated February, 1985; Project No. B-16006-P1, Report No. 86-7-223 As requested, we have reviewed the above referenced geotechnical reports as they relate to the design and construction of the proposed The Cove at the Citrus project located within the eastern portion of the Citrus Golf Club development in the City of La Quinta, California. It is our understanding the proposed residential structures will consist of a relatively lightweight wood - frame structures supported upon conventional shallow spread footings and concrete slabs on grade. The referenced reports include recommendations pertaining to the design of residential structure foundations. Based upon our review of the referenced reports and our previous experience in the site vicinity, it is our opinion that the structural values provided in the referenced reports remain applicable for the design and construction of the proposed residential structure foundations. These reports also address potential geologic and seismic hazards that may impact the site. Because the lots have been previously rough graded, the remedial grading required at this time should be minimal provided that the buildings fall within the previously established building envelopes. The building areas should be cleared of surface vegetation, scarified and moisture conditioned prior to precise grading. The exposed surface should be compacted to a minimum of 90 percent relative compaction. Any fill material required to attain the planned grade should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. Sladden Engineering .. , May 4, 2016 -2- Project No. 544-16112 16-05-162 In our opinion, the structural values recommended in the referenced geotechnical reports remain applicable for use in foundation design. Conventional shallow spread footings should be bottomed into properly compacted engineered fill material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad footings should be at least 2 feet wide. Continuous footings and isolated pad footings may be designed utilizing allowable bearing pressures of 1500 psf and 1800 psf, respectively. Increases in allowable bearing pressures may be realized with increased footing size. Allowable increases of 200 psf for each additional 1 foot of width and 200 psf for each additional 6 inches of depth may be utilized, if desired. The maximum allowable bearing pressure should be 2500 psf. The recommended allowable bearing pressures may be increased by one-third for wind and seismic 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 soil. The bearing soil is non -expansive and falls within the "very low" expansion category in accordance with 2013 California Building Code (CBC) classification criteria. Slab thickness and reinforcement should be determined. by the Structural Engineer. We recommend a minimum floor slab thickness of 4.0 inches and minimal reinforcement of #3 bars at 24 inches on center in each direction. All slab reinforcement should be supported on concrete chairs to ensure that reinforcement is placed at slab mid -height. Slabs with moisture sensitive surfaces should be underlain with a moisture vapor retarder consisting of a polyvinyl. chloride membrane such as 10-mil Visqueen, or equivalent. All laps within the membrane should be sealed and at least 2 inches of clean sand should be placed over the membrane to promote uniform curing of the concrete. To reduce the potential for punctures, the membraneshould be placed on a pad surface that has been graded smooth without any sharp protrusions. If a smooth surface cannot be achieved by grading, consideration should be given to placing a 1-inch thick leveling course of sand across the pad surface prior to placement of the membrane. The seismic design category for a structure may be determined. in accordance with Section 1613 of the 2013 CBC or ASCE7. According to the 2013 CBC, Site Class D may be used to estimate design seismic loading for the proposed structures. The 2013 CBC Seismic Design Parameters are summarized on the following page. Sladden Engineering qr-��ec-v "Sqq - I (�o 61z. La Quinta 14-763 06/17/14 Please verify that soils reports contain all of the above information. In addition, to as continuity between the investigationlreporting stage and the execution stage, lease use the following checklist to verify that the conclusions and recommendations in the report cover all the required elements. Only then can we be assured that the construction rt documents address all of the site soil conditions. La Quinta Geotechnical Report Checklist Does the `.Conclusions and Recommendations" section of the report address each of the following criteria? "Address" means: (a) the criterion is considered significant and mitigation measure(s) noted, or; (b) the criterion is considered insignficant,and explicitly so stated. Yes No Criterion 0 Foundation criteria based upon bearing capacity of natural or compacted p soli. 0 Foundation criteria to mitigate the effects of expansive soils. ❑ Foundation criteria based upon bearingcapacity P ty of natural or compacted soil. ❑ Foundation criteria to mitigate the effects of liquefaction. q n. 0 Foundation criteria to mitigate the effects of selsmicali induced differential settlement, y erent�al 'A 0. Foundation criteria to mitigate the effects of long-term differential settlement. 0 Foundation criteria to mitigate the effects of varying soil strength. 0 Foundation criteria to mitigate g expected total and differential settlement. Any "No" answers to the above checklist should be noted as specific required corrections. q