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PGA West - Residence Club TR 31627 BCPR2018-0007Project Details PROJECT NUMBER Cit of La Qu i nta BCPR2018-0007 O F Tt�" Description: RESIDENCE CLUB AT PGA WEST / SFII WITH TWO Status: ARCHIVED ELEVATIONS Type: BUILDING CONSTRUCTION PLAN REVIEW (WEB) Status Date: 6/14/2018 Subtype: TRACT RESIDENTIAL Applied: 6/14/2018 DAYS Address: 54502 PGA BLVD Approved: 7/29/2019 REVIEWS 16 City, State, Zip: LA QUINTA,CA92253 Closed: ACTIONS 7 INSPECTIONS Project Manager: AJ ORTEGA Expired: Details: PGA WEST RESIDENCE CLUB SFD X 1 WITH TWO ELEVATIONS. THIS APPROVAL DOES NOT INCLUDE SITE WALLS, POOLS, SPAS OR DRIVEWAY APPROACH. 2016 CONDITIONS CALIFORNIA BUILDING CODES. REVISION 1: ELECTRICAL SERVICE RESIZED TO 200A. l DEFERRED ENERGY: CALCULATIONS CHANGE THE REQUIREMENTS FOR THE DWELLING, SEE 8.5 X 11" ATTACHMENTS VERSUS PLAN SHEETS IN PREVIOUSLY APPROVED PLAN. CASE OPEN OPEN COMPLETED �� • CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES EMAIL AARON HICKSON 6/18/2018 6/18/2018 EMAILED PETER JACOBS THAT PLAN SHEETS NEED TO BE COMBINE IN [1) PDF NOTE AARON HICKSON 6/19/2018 6/19/2018 PDF OF COMBINED PLANS UPLOADED NOTE AJ ORTEGA 5/16/2019 5/16/2019 PLAN CHECK EXTENSION GRANTED FOR 180 DAYS UNTIL NOVEMBER 12, 2019 TO RECEIVE PLAN APPROVAL. EMAIL SENT TO APPLICANT (PETERLJ@EARTHLINK.NET) THAT EMAIL AJ ORTEGA 8/14/2019 8/14/2019 PLANS HAVE BEEN STAMPED AND ARE AVAILABLE IN THE WEB PORTAL. EMAIL SENT TO APPLICANT (PETERLJ@EARTHLINK.NET) THAT EMAIL AJ ORTEGA 9/12/2019 9/12/2019 REVISION 1 PLANS HAVE BEEN STAMPED AND ARE AVAILABLE IN THE WEB PORTAL. Printed: Monday, March 20, 2023 11:35:15 AM 1 of 9 CENTRALSQUARE °5 Project Details PROJECT NUMBER ows� City of La Quinta BCPR2018-0007 OFT' EMAIL AJ ORTEGA 9/21/2019 9/21/2019 EMAIL SENT TO APPLICANT (PETERLJACOBSI@GMAIL.COM) THAT DEFERRED REVIEW OF ENERGY REQUIRES REVISION, ENERGY NOT REVISED FOR CARDINAL ORIENTATIONS. EMAIL AJ ORTEGA 10/4/2019 10/4/2019 EMAIL SENT TO APPLICANT (PETERLJACOBSI@GMAIL.COM) THAT DEFERRED REVIEW OF ENERGY IS APPROVED. NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT PETER JACOBS HOMES P.O. Box 356 La Quinta ca 92247 (760)880-1761 PETERLJ@EARTHLINK.N ET ARCHITECT South Coast Architects 13 CORPORATE PLAZA NEWPORT BEACH CA 92660 (760)880-1761 FRANKS@SOUTHCOAS TARCHITECTS.COM CONTRACTOR PETER JACOBS HOMES INC P O BOX 356 LA QUINTA CA 92247 (760)880-1761 peterijacobs I@gmaiLc om DEVELOPER NCPLLC P.O. BOX 356 LA QUINTA CA 92247 (760)880-1761 PETERLJ@EARTHLINK.N ET ENGINEER (760)880-1761 OWNER PGA WEST RESIDENCE CLUB MAST 54500 W RESIDENCE CLUB DR LA QUINTA CA 92253 (760)880-1761 PETERLJ@EARTHLINK.N ET PRIMARY CONTACT PETER JACOBS P.O. BOX 356 LA QUINTA CA 92247 (760)880-1761 PETERLJ@EARTHLINK.N ET •'1191. DESCRIPTION ACCOUNT QTY AMOUNT 7 PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY 101-0000-42600 ($360.00) ($360.00) 7/25/18 OFFSET OFFSET AOR 101-0000-42600 ($107.27) ($107.27) 5/16/19 OFFSET OFFSET AOR 101-0000-42600 ($480.00) ($480.00) 8/14/19 OFFSET OFFSET AOR 101-0000-42600 ($320.00) ($320.00) 8/14/19 OFFSET OFFSET AOR 101-0000-42600 ($161.00) ($161.00) 10/4/19 OFFSET OFFSET AOR Printed: Monday, March 20, 2023 11:35:15 AM 2 of 9 CENTRALSQUARE Project Details PROJECT NUMBER -ows� City of La Quinta BCPR2018-0007 pm CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY HOURLY CHARGE - CITY 101-0000-42600 0 $107.27 $107.27 5/16/19 DEPOSIT DEPOSIT AOR BUILDING STAFF HOURLY CHARGE - CITY 101-0000-42600 3 $480.00 $480.00 8/14/19 DEPOSIT DEPOSIT AOR BUILDING STAFF HOURLY CHARGE - CITY 101-0000-42600 2 $320.00 $320.00 8/14/19 DEPOSIT DEPOSIT AOR BUILDING STAFF HOURLY CHARGE - CITY 101-0000-42600 1 $161.00 $161.00 10/4/19 DEPOSIT DEPOSIT AOR BUILDING STAFF HOURLY CHARGE - ESGIL STRUCTURAL 101-0000-42600 3 $360.00 $360.00 7/25/18 DEPOSIT DEPOSIT AOR ENGINEER Total Paid for BUILDING STAFF - PER HOUR: $0.00 $0.00 BUILDING TRACT RESIDENTIAL 101-0000-42600 1 $1,500.00 $1,500.00 6/14/18 WEB2656 CREDIT PETER JACOBS HOMES ECON CONSTRUCTION PLAN DEPOSIT Total Paid for BUILDING TRACT RESIDENTIAL $1,500.00 $1,500.00 CONSTRUCTION PLAN DEPOSIT: Credit Card Fee 101-0000-43505 1 0 $27.45 $27.45 6/14/18 WEB2656 CREDIT PETER JACOBS HOMES ECON Total Paid for Credit Card Fee: $27.45 $27.45 RECORDS MANAGEMENT FEE - 101-0000-42416 0 $20.00 $20.00 6/14/18 WEB2656 CREDIT PETER JACOBS HOMES ECON MAJOR Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $20.00 $20.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 6/14/18 WEB2656 CREDIT PETER JACOBS HOMES ECON ENHANCEMENT FEE Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 Printed: Monday, March 20, 2023 11:35:15 AM 3 of 9 CENTRALSQUARE Project Details PROJECT NUMBER City of La Quinta BCPR2018-0007 O F Tt�" INSPECTION TYPE I INSPECTOR I SCHEDULED I COMPLETED I RESULT DAT REMARKS NOTES RETURNED REVIEW TYPE REVIEWER SENT DATE DUE DATE STATUS REMARKS NOTES DATE 1ST BLDG (1WK) Al ORTEGA 8/28/2019 9/3/2019 9/12/2019 APPROVED REVISION 1: REVISION 1: ELECTRICAL SERVICE RESIZED TO ELECTRICAL SERVICE 200A. ENERGY DOCUMENTS REQUIRED MODELING IN ALL CARDINAL ORIENTATIONS, THIS IS A 1ST BLDG (1WK) AJ ORTEGA 9/16/2019 9/23/2019 9/21/2019 REVISIONS REQUIRED ENERGY DOCUMENTS DEFERRED REVIEW APPROVAL. DOCUMENTS WEREN'T REVISED ACCORDINGLY, DEFERRED APPROVAL COMMENT STILL APPLIES. 1ST BLDG NS (3WK) AJ ORTEGA 6/14/2018 7/6/2018 7/19/2018 REVISIONS REQUIRED SEE ATTACHED 1ST REVIEW PLANS, DOCUMENTS AND CORRECTIONS. 1ST BLDG STR (2WK) KURT CULVER 6/14/2018 6/28/2018 6/25/2018 REVISIONS REQUIRED Submit the truss calculations. La Quinta does not allow deferred submittals. FIRE PLAN REVIEW - RESIDENCE 1.) Fire flow information shall be provided for all newly proposed structures. Please contact your local water purveyor and obtain a fire flow letter 1ST FIRE (2WK) EDGAR 6/14/2018 6/28/2018 6/28/2018 PENDING DOCUMENTS for the closest fire hydrant. A minimum of 500 GONZALEZ gpm at 20 psi for 1/2 hr. 2.) Fire Sprinkler plans must be submitted, reviewed, and approved, prior to permit issuance, in accordance with the building permit conditions. 1ST PERMIT AARON 6/14/2018 6/15/2018 6/21/2018 COMPLETE TECHNICIAN (1DAY) HICKSON 1ST PLANNING CHERI FLORES 6/14/2018 6/28/2018 6/27/2018 REVISIONS REQUIRED PLEASE INCORPORATE COMMENTS FROM (2WK) PLANNING ON MBA2018-0004. Printed: Monday, March 20, 2023 11:35:15 AM 4 of 9 CENTRALSQUARE Project Details PROJECT NUMBER -ows� City of La Quinta BCPR2018-0007 PENDING APPROVAL OF MBA2018-0004 WITH PLANNING DIVISION. 1ST PUBLIC WORKS AMY YU 6/14/2018 6/25/2018 6/14/2018 APPROVED- PRIOR TO BUILDING PERMIT ISSUANCE, PRECISE (2WK) CONDITIONS GRADING PLAN WILL NEED TO BE UPDATED TO REFLECT NEW HOUSE FOOTPRINTS AND NEW PAD CERTS NEED TO BE SUBMITTED 2ND BLDG (1WK) AJ ORTEGA 5/21/2019 5/29/2019 6/11/2019 APPROVED- PENDING OTHER DIVISION REVIEW APPROVALS. CONDITIONS THESE DEFERRED ENERGY DOCUMENTS CHANGE 2ND BLDG (1WK) AJ ORTEGA 9/23/2019 9/30/2019 10/4/2019 APPROVED ENERGY DOCUMENTS THE REQUIREMENTS FOR THE DWELLING, SEE 8.5 X 11" ATTACHMENTS VERSUS PLAN SHEETS IN PREVIOUSLY APPROVED PLAN. 1.) Fire flow information shall be provided for all newly proposed structures. Please contact your 2ND FIRE (3WK) EDGAR 5/21/2019 5/28/2019 5/29/2019 REVISIONS REQUIRED local water purveyor and obtain a fire flow letter GONZALEZ for the closest fire hydrant. A minimum of 500 gpm at 20 psi for 1/2 hr. PLANNING COMMENTS FROM MBA2018-0004 WERE NOT INCORPORATED OR ADDRESSED. PLEASE INCORPORATE THEM OR EXPLAIN WHY 2ND PLANNING CHERI FLORES 5/21/2019 5/28/2019 5/28/2019 REVISIONS REQUIRED THEY CANNOT BE INCORPORATED. THANK (1WK) YOU.ALSO PENDING APPROVAL OF MBA 2018- 0004. WAITING FOR WQMP AND ADDRESS PLANNING COMMENTS. PENDING APPROVAL OF MBA2018-0004 WITH PLANNING DIVISION. 2ND PUBLIC WORKS AMY YU 5/21/2019 5/28/2019 5/21/2019 APPROVED- PRIOR TO BUILDING PERMIT ISSUANCE, PRECISE (1WK) CONDITIONS GRADING PLAN WILL NEED TO BE APPROVED TO REFLECT NEW HOUSE FOOTPRINTS AND NEW PAD CERTS NEED TO BE SUBMITTED Printed: Monday, March 20, 2023 11:35:15 AM 5 of 9 CENTRALSQUARE Project Details PROJECT NUMBER -ows� City of La Quinta BCPR2018-0007 O F Tt�" PENDING PUBLIC WORKS APPROVAL, SCHOOL FEE CERTIFICATE OF COMPLIANCE ATTACHED ON 3RD BLDG (1WK) AJ ORTEGA 7/15/2019 7/22/2019 7/26/2019 APPROVED- BCPR APPLICATION FOR 1ST PHASE OF CONDITIONS CONSTRUCTION, SEE SEQUENCE SHEET IN SHARED FOLDER. 3RD PLANNING CHERI FLORES 7/15/2019 7/22/2019 7/18/2019 READY FOR APPROVAL MBA2018-0004 APPROVED. PREVIOUS (1WK) COMMENTS ADDRESSED. 3RD PUBLIC WORKS AMY YU 7/19/2019 7/26/2019 7/29/2019 READY FOR APPROVAL PRECISE GRADING PLAN, FINAL WQMP, AND (2WK) UPDATED PAD CERT HAVE BEEN APPROVED BOND INFORMATION ■ 1/ Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BCPR2018-0007 - 1ST DOC 7/19/2018 AJ ORTEGA 1ST REVIEW ENERGY REIVEW ENERGY 1 DOCUMENTS DOCUMENTS.pdf BCPR2018-0007 - 1ST DOC 7/19/2018 AJ ORTEGA 1ST REVIEW REVIEW CORRECTION 1 CORRECTION LIST LIST.pdf DOC 7/19/2018 AJ ORTEGA 1ST REVIEW PLAN SET BCPR2018-0007 - 1ST 1 REVIEW PLAN SET.pdf BCPR2018-0007 - DOC 5/16/2019 AJ ORTEGA EXTENSION REQUEST EXTENSION 0 REQUEST.pdf DOC 8/14/2019 AJ ORTEGA PLAN SET (APPROVED) BCPR2018-0007 - PLAN 1 SET (APPROVED).pdf BCPR2018-0007 - SOILS DOC 8/14/2019 AJ ORTEGA SOILS REPORT REPORT 1 (APPROVED) (APPROVED).pdf BCPR2018-0007 - STRUCTURAL DOC 8/14/2019 AJ ORTEGA CALCULATIONS STRUCTURAL 1 (APPROVED) CALCULATIONS (APPROVED).pdf Printed: Monday, March 20, 2023 11:35:15 AM 6 of 9 CENTRALSQUARE Project Details PROJECT NUMBER -ows� City of La Quinta BCPR2018-0007 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BCPR2018-0007 - TRUSS DOC 8/14/2019 AJ ORTEGA TRUSS CALCULATIONS CALCULATIONS 1 (APPROVED) (APPROVED).pdf BCRP2018-0007 - REVISION 1 - DOC 9/12/2019 AJ ORTEGA ELECTRICAL PLAN REVISION 1 - 1 ELECTRICAL PLAN (APPROVED) (APPROVED).pdf BCRP2018-0007 - DOC 10/4/2019 AJ ORTEGA ENERGY CALCULATIONS ENERGY CALCULATIONS 1 (APPROVED) (APPROVED).pdf BCPR2018-0007 - 1ST 1ST REVIEW PLANNING DOC 5/28/2019 CHERI FLORES CORRECTIONS REVIEW PLANNING 1 (MBA2018-0004) CORRECTIONS (MBA2018-0004).pdf DOC 6/14/2018 EtrakitContractor 1ST SUBMITTAL SOILSREPORT Soils Report.pdf 1 DOC 6/14/2018 EtrakitContractor 1ST SUBMITTAL ENERGYDOCUMENTS Calcs 6-11-18.pdf 1 1ST SUBMITTAL ENERGY DOC 6/14/2018 EtrakitContractor DOCUMENTS Certified Calcs 6 11 1 18.pdf (CERTIFIED) 1ST SUBMITTAL DOC 6/14/2018 EtrakitContractor STRUCTURAL Structural Calcs.pdf 1 CALCULATIONS DOC 6/19/2018 EtrakitContractor 1ST SUBMITTAL PLA SET !Residence Club -1st BLD 1 (COMPLETE) Submittal.pdf BCPR2018-0007 - 2ND DOC 5/21/2019 EtrakitContractor 2ND SUBMITTAL PLAN SUBMITTAL PLAN 1 SET SET.pdf Printed: Monday, March 20, 2023 11:35:15 AM 7 of 9 CENTRALSQUARE Project Details PROJECT NUMBER -ows� City of La Quinta BCPR2018-0007 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BCRP2018-0007 - 2ND 2ND SUBMITTAL DOC 5/21/2019 EtrakitContractor ENERGY CALCULATIONS SUBMITTAL ENERGYCALCULATIONS 1 (REGISTERED) (REGISTERED).pdf BCPR2018-0007 - 2ND 2ND SUBMITTAL DOC 5/21/2019 EtrakitContractor ENERGY CALCULATIONS SUBMITTAL ENERGY 1 CALCULATIONS (FULL (FULL REPORT) REPORT).pdf BCPR2018-0007 - 2ND 2ND SUBMITTAL DOC 5/21/2019 EtrakitContractor STRUCTURAL SUBMITTAL 1 STRUCTURAL CALCULATIONS CALCULATIONS.pdf BCPR2018-0007 - 2ND DOC 5/21/2019 EtrakitContractor 2ND SUBMITTAL TRUSS SUBMITTAL TRUSS 1 CALCULATIONS CALCULATIONS.PDF BCPR2018-0007 - 2ND DOC 5/21/2019 EtrakitContractor 2ND SUBMITTAL SUBMITTAL RESPONSE 1 RESPONSE LETTER LETTER.pdf BCPR2018-0007 - DOC 7/6/2019 EtrakitContractor CONSTRUCTION DEBRIS CONSTRUCTION DEBRIS 1 MANAGEMENT PLAN MANAGEMENT PLAN.pdf BCPR2018-0007 - SCHOOL FEE SCHOOL FEE DOC 7/10/2019 EtrakitContractor CERTIFICATE OF CERTIFICATE OF 1 COMPLIANCE (SFD X 4) COMPLIANCE (SFD X 4).pdf BCPR2018-0007 - PAD DOC 7/18/2019 EtrakitContractor PAD CERTIFICATION CERTIFICATION 1 (REMAINING LOTS) (REMAINING LOTS).pdf DOC 7/31/2019 EtrakitContractor OWNER Authorization Letter.pdf 1 AUTHORIZATION Printed: Monday, March 20, 2023 11:35:15 AM 8 of 9 CENTRALSQUARE Project Details PROJECT NUMBER -ows� City of La Quinta BCPR2018-0007 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BCRP2018-0007 - DOC 8/28/2019 EtrakitContractor REVISION 1 - 1ST REVISION 1 - 1ST 1 SUBMITTAL SHEET 5A SUBMITTAL SHEET 5A.pdf BCRP2018-0007 - DOC 8/28/2019 EtrakitContractor REVISION 1 - 1ST REVISION 1 - 1ST 1 SUBMITTAL SHEET 5B SUBMITTAL SHEET 5B.pdf BCPR2018-0007 - DOMESTIC WATER DOC 6/24/2019 EDGAR GONZALEZ SYSTEM FLOW DOMESTIC WATER 1 SYSTEM FLOW ANALYSIS ANALYSIS.pdf Printed: Monday, March 20, 2023 11:35:15 AM 9 of 9 CENTRALSQUARE To Whom It May Concern: This letter authorizes Peter Jacobs Homes, Inc. to commence construction at The Residence Club at PGA West on the four (4) lots stated in the attached Sequence Sheet. Regards, Alvi M. Benjamin Gerig Authorized Signatory NCP TRC LLC NCP TRC LLC, 64 Wall Street Suite 217, Norwalk CT 09850 Tel: *1.646.973.6550 Fax *1.646.663.4366 THE RESIDENCE CLUB AT PGA WEST SEQUENCE SHEET OWNER: NCPTRL, LLC BUILDER: PETER JACOBS HOMES PO BOX 356 TRACT 31627 LA QUINTA, CA 92247 11 B 54-155 Residence Club Cove 12 A 54-225 Residence Club Cove 13 BR 54-295 Residence Club Cove 19 A 80-185 North Residence Club Drive REVISED: 7/31/2019 Sladden Engineering 45090 Golf Center Parkway, Suite F, India, CA 92201 (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite C, Buena Par[:, CA 90621 (714) 523-0952 Fax (7I4) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 800 E. Florida Avenue, Hemet, CA. 92543 (95I) 766-8777 Fax (951) 766-8778 June 12, 2018 BCPR2018-0007 Project No. 544-0252 Peter Jacobs Homes, Inc. P. O. Box 356 La Quinta, California 92247 Project: PGA Residence Club —Tract 31627 CI TY OF LA QU I NTA BUI LDI NG DIVISION REVI EW ED FOR CODE COMPLI ANCE BY: A. 6_,tieiDATE: 08/14/2019 18-Ob-279 SEC PGA Boulevard and Avenue 54 PGA WEST RESIDENCE La Quinta, California CLUB SFD X 1 WITH TWO Subject: Geotechnical Update — Remaining 11 LE EVATIONS. 2016 'E'ALIFORNIA BUILDING Ref: Geotechnical Investigation report prePQ9Fb§Sladden Engineering dated January 17, 2001; Project No. 544-0252, Report No. 01-01-035 Report of Testing and Observations During Rough Grading prepared by Sladden Engineering dated June 14, 2004; Project No. 522-0252, Report No. 04-06-417 Geotechnical Update prepared by Sladden Engineering dated July 27, 2009; Project No. 544-0252, Report No. 09-07-184 Geotechnical Update prepared by Sladden Engineering dated August 18, 2012; Project No. 544-0252, Report No. 12-08-219 Pursuant to your recent request, we have reviewed the above referenced geotechnical reports as they relate to the design and construction of the remaining 11 residences proposed for the PGA Residence Club development. The project site is located on the southeast comer of PGA Boulevard and Avenue 54 in the City of La Quinta, California. The referenced Geotechnical Investigation report includes recommendations for the design and construction of residential building foundations along with remedial grading recommendations. Based upon our review of the referenced report and our recent site observations, it is our opinion that the recommendations included in the above referenced reports remain applicable for the design and construction of the proposed future residential buildings. The proposed residences may be supported upon conventional shallow spread footings and concrete slabs on grade. 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 1200 pounds per square foot. 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 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. June 12, 2018 -2- Project No. 544-0252 18-06-279 The recommendations made in the preceding paragraph are based on the assumption that all footings will be supported by properly compacted soil. Prior to the placement of the reinforcing steel and concrete, we recommend that the footing excavations be inspected to verify that they extend into the firm compacted soil and are free of loose and disturbed materials. Settlements may result from the anticipated foundation loads. These estimated ultimate static settlements are calculated to be a maximum of 1 inch when using the recommended bearing pressures. As a practical matter, differential settlements between footings can be assumed as one-half of the total settlement. These elastic settlements are expected to occur during construction. Resistance to lateral loads may be provided by a combination of friction acting at the base of the slabs or foundations and passive earth pressure along the sides of the foundations. A coefficient of friction of 0.45 between soil and concrete may be used for dead load forces only. A passive earth pressure of 275 pounds per square foot, per foot of depth, may be used along the sides of footings that are placed against properly compacted native or approved import soil. Retaining walls may be required to accomplish the proposed construction. Cantilever retaining walls may be designed using "active" pressures. Active pressures may be estimated using an equivalent fluid weight of 35 pcf for native backfill soils with level free -draining backfill conditions. For walls that are restrained "at rest' pressures should be utilized in design. At rest pressures may be estimated using an equivalent fluid weight of 55 pcf. Walls should be provided with adequate drainage. Because the lots have been previously rough graded, the remedial grading required at this time should be minimal. The building areas should be cleared of any surface vegetation, scarified and moisture conditioned prior to precise grading. The exposed surface soil should be compacted to a minimum of 90 percent relative compaction prior to fill placement. Any fill material required to attain the design elevations should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. It should be noted that the site is located within a seismically active area of Southern California and it is likely that the proposed structure will experience strong ground shaking as a result of an earthquake event along one of the faults in the region during the expected life of the development. As a minimum, structures should be designed based upon Seismic Zone 4 design criteria included in the Uniform Building Code (ABC). The potential for liquefaction or other geologic/seismic hazards occurring at the site is considered to be negligible. Sladden Engineering June 12, 2018 -3- Project No. 544-0252 18-06-279 The bearing soil is generally non -expansive and falls within the "very low" expansion category in accordance with the 2016 (CBC) classification criteria. Sladden has reviewed the 2016 California Building Code (CBC) and summarized the current seismic design parameters for the proposed structure. The seismic design category for a structure may be determined in accordance with Section 1613 of the 2016 CBC or ASCE7. According to the 2016 CBC, Site Class D may be used to estimate design seismic loading for the proposed structures. The 2016 CBC Seismic Design Parameters are summarized below. Risk Category (Table 1.5-1): I/11/III Site Class (Table 1613.3.2): D Ss (Figure 1613.3.1): 1.500g S1 (Figure 1613.3.1): 0.639g Fa (Table 1613.3.3(1)): 1.0 Fv (Table 1613.5.3(2)):1.5 Sms (Equation 16-37 (Fa X Ss)): 1.500g Sm1 (Equation 16-38 (Fv X Si)): 0.958g SDS (Equation 16-39 (2/3 X Sm )):1.000g SDI (Equation 16-40 (2/3 X Smi)): 0.639g Seismic Design Category: D We appreciate the opportunity to provide service to you on this project. If you have any questions regarding this memo or the referenced reports, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEEF BREiT L. e: AND Anderson EP.SON Brett L. No. C45rT 9/3 33s rr Principal Engineer c:76�Lt aCIVIL11B �'; FNGINEEP.IIJG '�� SER/gvrn a j Copies: 4/Peter Jacobs Homes, Inc. Sladden Engineering S-yy_0Z5-z /b Please verify that soils reports contain all of the above information. In addition, to as continuity between the Investigation/reporting stage and the execution stage, please 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 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 insignificant and explicitly so stated. Ye .No Criterion ® Foundation criteria based upon bearing capacity of natural or compacted soil. ® Foundation criteria to mitigate the effects of expansive soils. ® Foundation criteria based upon bearing capacity of natural or compacted soil. ® Foundation criteria to mitigate the effects of liquefaction. l2 Foundation criteria to mitigate the effects of seismically induced differenfial settlement. ® Foundation criteria to mitigate the effects of long-term differential settlement ® Foundation criteria to mitigate the effects of varying soil strength- ® Foundation criteria to mitigate expected total and differential settlement. Any "No" answers to the above checklist should be noted as specific required corrections. ME Z Domestic Water System Flow Analysis Coachella Valley Water District 75515 Hovley Lane East Palm Desert, CA 92211 Domestic Water System Flow Analysis (Hydraulic Model) Requested By: JD MECHANICAL FIRE INC Date: 6/3/19 Address: 82579 FLEMING WAY, SUITE D APN: INDIO, CA 92201 Req. Fire Flow: gpm at 20psi for hours. Contact Name: KATHY SLOAN Project Name: RESIDENCE CLUB AT PGA WEST Phone: 760.775.6220 Email: kathy@jdmechanical.co Cell: Domestic Water System FIRE FLOW ANALYSIS -HYDRANTS AT RESIDENCE CLUB AT PGA WEST, LA QUINTA, GEO 6-7-16-2, Flow Analysis Location: PZ 19-10031-TEST NO. 1 Model Information Flow Analysis Description s • @ . - Requested • Test 1 Test 2 Test 3 Test 4 Flow Domestic Elevation (Ft): 4 system flow available without Steady State, Dynamic (psi): 74.27 Residual Pressure (psi): 61.68 1 exceeding Fire Flow Tested (gpm): 3,350 N/A CVWD's Combined Total: N/A criteria. Tested Model Junction: J2358 Duration: 2 hours Demand Conditions: Peak Day Demand (PDD) Reservoir No./Level (s): Reservoir 6726/27.42' Pumps Operating No's: Pumps On Pressure Zone and HGL: Lake Cahuilla (145') Model: Working 5-15-19-CVWD- Dom esticWater 012616 Comments: The domestic water system is capable of providing 3,350 gpm for 2 hours that satisfies CVWD's minimum pressure, velocity, and/or head loss criteria. This flow can be achieved by using multiple fire hydrants. This simulated system flow analysis may not include all facilities that may be required for this development/project. Please check with Development Services for further information on all required facilities. The theoretical flow to drop the residual pressure to 20 psi is greater than 5,000 gpm. Please note the theoretical flow exceeds CVWD's design criteria on the domestic water network. These results are based on hydraulic modelling and not a guarantee that CVWD's domestic water system will have the capacity to supply water to the project at the flows or pressures indicated. It is important to note that the capacity of the on -site fire system, meters, service lines, backflow assemblies and other appurtenances were not considered in this analysis, which may alter actual flows or pressures. Due to continuous changes in the system, CVWD only considers this system flow analysis valid for six months from date of modelling/analysis. These system flow analysis comments are for plan check purposes only. The ultimate design responsibility resides with the Engineer -of -Record for this Project. Should you have any questions or need additional information, please contact me at (760) 398-2661, ext. 2397 Completed By4.&-,- A4�76_�� Date: l �' Page 1 of 1 ENG DS-016 Z�O�STR%E-' (8/31/15) Z Domestic Water System Flow Analysis Coachella Valley Water District 75515 Hovley Lane East Palm Desert, CA 92211 Domestic Water System Flow Analysis (Hydraulic Model) Requested By: JD MECHANICAL FIRE INC Date: 6/3/19 Address: 82579 FLEMING WAY, SUITE D INDIO, CA 92201 APN: Req. Fire Flow: gpm at 20psi for hours. Contact Name: KATHY SLOAN Project Name: RESIDENCE CLUB AT PGA WEST Phone: 760.775.6220 Email: kathy@jdmechanical.co Cell: Domestic Water System Flow Analysis Location: FIRE FLOW ANALYSIS -HYDRANTS AT RESIDENCE CLUB AT PGA WEST, LA QUINTA, GEO 6-7-16-2, PZ 19-10031-TEST NO. 2 Flow Analysis Description Model Information • 1 S Mill Requested • Test 1 Test 2 Test 3 Test 4 Flow Domestic Elevation (Ft): 2 system flow available without exceeding Steady State, Dynamic (psi): 75.13 Residual Pressure (psi): 70.29 Fire Flow Tested (gpm): 1,500 N/A CVWD's Combined Total: N/A criteria. Tested Model Junction: J2354 Duration: 2 hours Demand Conditions: Peak Day Demand (PDD) Reservoir No./Level (s): Reservoir 6726/27.44' Pumps Operating No's: Pumps On Pressure Zone and HGL: Lake Cahuilla (145') Model: Working 5-15-19-CVWD-DomesticWater 012616 Comments: The domestic water system is capable of providing 1,500 gpm for 2 hours that satisfies CVWD's minimum pressure, velocity, and/or head loss criteria. This simulated system flow analysis may not include all facilities that may be required for this development/project. Please check with Development Services for further information on all required facilities. The theoretical flow to drop the residual pressure to 20 psi is greater than 5,000 gpm. Please note the theoretical flow exceeds CVWD's design criteria on the domestic water network. These results are based on hydraulic modelling and not a guarantee that CVWD's domestic water system will have the capacity to supply water to the project at the flows or pressures indicated. It is important to note that the capacity of the on -site fire system, meters, service lines, backflow assemblies and other appurtenances were not considered in this analysis, which may alter actual flows or pressures. Due to continuous changes in the system, CVWD only considers this system flow analysis valid for six months from date of modelling/analysis. These system flow analysis comments are for plan check purposes only. The ultimate design responsibility resides with the Engineer -of -Record for this Project. Should you have any questions or need additional information, please contact me at (760) 398-2661, ext. 2397 n Completed 7B—y Date: 4, Page 1 of 1 ENG DS-016 z (8/31/15) 6 - 7 - 16 - I----------------------------------------------------------------------------------------- I I CUT LINE Offices located in Irvine & Palm Desert P L A N N E R S I E N G I N E E R S I S U R V E Y O R S July 17, 2019 Engineering Department City of La Quinta 78-495 Calle Tampico La Quinta, CA 92253 Rough Grading Verification Tract No. 31627 We have checked the area referenced below and find it to be in substantial conformance with the Rough Grading plan, Second Substitute mylar, approved November 17, 2006, and the current Precise Grading Plan, Phase 3, First Substitute mylar, covering lots 1, 11-19 and 32. Lot # Elevation As -built Elevation Variation 1 501.9 501.9 0.01 11 502.6 502.6 0.01 12 502.4 502.3 0.11 13 502.2 502.2 0.0' 14 502.2 502.3 0.11 15 502.4 502.5 0.11 16 502.9 502.8 0.11 17 501.9 501.9 0.01 18 502.0 502.1 0.11 19 502.5 502.5 0.01 32 502.0 502.0 0.01 Ai4- ae4-ov Stanley C. Mo se R.C.E. 20596 Expires 9/30/19 Y C. co No.20596 fn C Exp.9-30-19 �rFOF CA1.�F�� Stanley C. Morse J.R. "Skip" Schultz 41.865 Boardwalk Suite 218 Palm Desert, CA 92211 VOICE: 760-674-5776 www.mdsconsulting.net Coachella Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT LEVEL ONE AMOUNT. LEVEL TWO AMOUNT MTGATION AMOUNrr I COMMAND. AMOUNT DATE RECEIPT CHECK INmALs CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: Nadador, LLC Residence Club @ (PGA West) Owner's Name: Nadador LLC Project Address: Date: July 10,2019 Phone No. 54-155 Residence Club Cove,54-225 Residence Club Cove,54-295 Residence Club Cove 80-185 N Residence Club Drive, La Quinta, CA 92253 Project Description: 4 Single Family Dwelling Units BRES209-0151, BRES2019-0152 APN: BRES2019-1530 BRES2019-0154 Tract #: Lot #'s: Type of Development: Residential xx Commercial Industrial Total Square Feet of Building Area: 14,268 Sq. Ft. Certification of Applicant/Owners: The person signing certifies that the above information is correct and makes this statement under penalty of perjury and further represents that he/she is authori o sign on half of the owner/developer. Dated: �U /�j Signature: SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code Gov. Code Project Agreement Existing Not Subject to Fee 17620 65995 Approval Prior to 1/l/87 Requirement Note: Specific Plan 83-002 (PGA West) Sunrise Agreement Number of Sq.Ft. 14,268 1986 states that all residential untis within this area are to be Amount per Unit $628.00 charged a fee of $628.00 for each unit constructed regardless Amount Collected $2,512.00 of the square footage. Building Permit Application Completed: Yes/No By: Larry Moen, Director of Facilities and Maintenance Certificate issued by: Leticia C. Torres, Facilities Analyst Sign Lure: Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 17997, requires tha is District provide (1) a written nonce 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. 112010 Certification of Building Area DATE June 13, 2019 - OWNER BUILDER NADADOR, LLC. Peter Jacobs Homes, Inc 54-500 W Residence Club Or PO Box 356 La Quinta, CA 92253 La Quinta, CA 92247 Owner Phone 760-880-1761 Owner Email Deterliacobslftmail.com PROJECT Residence Club at PGA West (Tract 31627), Lots 11-13 and 19, BCPR2018-0007 Lot Address Plan Permit No SgFt 11 54-155 Residence Club Cove 1 C BRES2019-0151 3,567 12 54-225 Residence Club Cove 1 A BRES2019-0152 3,567 13 54-295 Residence Club Cove 1 C BRES2019-0153 3,567 19 80-185 N Residence Club Or 1 A BRES2019-0154 3,567 Total Area 14,268 C I TY OF LA QU I NTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE BY: A. R1 h_ - DATE: 06/13/2019 Plan Submittal BuildingPermit Number, ('totap Project Description: SFR 4 mpt (Materials may contain hazardous wastes and are not subject to recycling provisions) Construction Debris Management Plan 191 7WO19 Job Site Address 54-155 Residence Club Cove/54-295 Residence Club Cove 54-225 Residence Club Cove 80-185 North Residence Club Dr. Owners Name NCP TRC, LLC Number, Street, or PO Box P.O. Box 356 City, State, Postal Code La Quints, CA 92247 Owner's Phone Number 760-880-1761 Owner's E-mail Address Peserliacobs19bamail.com ProjectManager's Nemel Peter L. Jacobs Project Managers Phone Number 760-880-1761 Project Manager's E-mail Addressi OQtediaoobslAgmail con Builder I CorNactor Peter Jacobs Homes, Inc. Number, Street or PO Box P.O. Box 356 City, State, Postal Cade La Ouinta, CA 92247 Project Square Footagel Approx. 14,268 (4 homes 0 3,567sf each) ``� City Approval By Renado Gouldlock-DEC/BuMec Waste a!{ t Date of City Approval o _q.12S1.19 Product Trash Asphalt BdcwBkxk Cardboard Commingled Concrete Drywall Donated / Reuse" Tons Not recyclable Product Recyclable Masonry(broken) Recyclable Plaster Recyclable Scrap Metal Recyclable Tile (floor) Recyclable Tile (root) Recyclable Wood Recyclable Landscape Debris 52.00 0.00 0.00 0.00 0.00 50.50 7.40 0.00 'Describe Items 86.24X I undenstInd It let the property Owner's responsibility to submit copies of weight tickets or receipts to the District Environmental Coordinator as these hauls occur. I hereby certify that completion, implementation and adherence of the Debris Management Plan (DMP) for the above named project shall guarantee that at least 65% of the jobsite waste Is diverted from landAlling. The remaining material will be recycled or reused. I will divert, for recycling or re -use, remaining materials generated from the first day of the project through the completion of the project in accordance with this plan. This DMP Is Issued in the name of the property owner(s) and shall remain their property throughout the construction and/or demolition project A contractor serving as agent of the owner may obtain a DMP for the owner. However, fhe DMP is still issued in the n oroperty ownen(s) and the owner routine legal responsibility for ensuring that the provisions of the DMP are adh owner(s) and general contactor shall be kept informed of the diversion progress through bi-monthy rewring, all refuse material from this project site must be taken to an approved recyclor or transfer owner / Develops / Pro anger I Superintendent Date om/�