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2831 LIDO PL; ; CBR2023-4041; Permit
Print Date: 05/27/2025 Building Permit Finaled Residential Permit CBR2023-4041Permit No: Job Address: Permit Type: Parcel #: Valuation: Occupancy Group: 2831 LIDO PL, CARLSBAD, CA 92008-1152 BLDG-Residential 1562006600 $30,000.00 Work Class: Lot #: Project #: Pool Status: Applied: Issued: 08/23/2023 01/03/2024 Finaled Close Out:05/27/2025 #of Dwelling Units: Track #: Plan #: Closed - Finaled Plan Check #: Orig. Plan Check #:Bathrooms: Final Inspection:06/05/2024Bedrooms:Construction Type: Occupant Load: Code Edition: Sprinkled: INSPECTOR:de Roggenbuke, Dirk Alvarado, Tony PROPOSED 226 SQFT POOL. GAS/ELECTRICAL RUN TO EQUIPMENT AS NEEDED. (E-REVIEW)Description: Project Title: Applicant: SWIFT PERMITS JENNIFER RASMUSSEN 6469 PANEL CT SAN DIEGO, CA 92122-3007 AMOUNTFEE BUILDING PLAN CHECK $159.90 BUILDING PLAN REVIEW – MINOR PROJECTS (LDE)$197.00 BUILDING PLAN REVIEW – MINOR PROJECTS (PLN)$104.00 SB1473 – GREEN BUILDING STATE STANDARDS FEE $2.00 STRONG MOTION – RESIDENTIAL (SMIP)$3.90 SWIMMING POOL – RESIDENTIAL $261.00 SWPPP INSPECTION TIER 1 - Medium BLDG $292.00 SWPPP PLAN REVIEW TIER 1 - Medium $82.00 Total Fees:$1,101.80 Total Payments To Date:$1,101.80 Balance Due:$0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad CA 92008-7314 ï 442-339-2719 ï 760-602-8560 f ï www.carlsbadca.gov Building Division Page 1 of 1 {"Cityof Carlsbad 226 226 ( City of Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION B-1 Plan Check ________ _ Est. Value PC Deposit Date Job Address 2831 LIDO PLACE Unit: APN: 156-200-66-00 , ____ __ CT/Project #: __________________ Lot#: 5 Year Built: _2_01_6 _______ _ BRIEF DESCRIPTION OF WORK: PROPOSED POOL ONLY SF MAX DEPTH 4' 6" □ New SF: Living SF, ____ Deck SF, ___ Patio SF, ____ Garage SF __ _ Is this to create an Accessory Dwelling Unit? O Y O N New Fireplace? O YO N, if yes how many? ___ _ D Remodel: SF of affected area Is the area a conversion or change of use? 0 Y O N ----- ~ Pool/Spa: ____ SF Additional Gas or Electrical Features? N ------------- 0 Solar: ___ KW, ___ Modules, Mounted:()Roof ()Ground, Tilt: 0 Y0 N, RMA:Q)Y O N, Battery:OYO N, Panel Upgrade: O v O N Electric Meter number: 0th er: APPLICANT (PRIMARY CONTACT) Name: JENNIFER RASMUSSEN Address: 6469 PANEL CT. City: SAN DIEGO State:_C_A __ .Zip: 92122 Phone: (619) 729-1198 Email: JENNIFER@SWIFT-PERMITS.COM ------------ PROPERTY OWNER Name: CARPENTER, MAGGIE & GUSTIN, PETE Address: 2831 LIDO PLACE City: CARLSBAD Phone: 781-424-2419 State:_C_A __ .Zip:92008 Email: ___________________ _ DESIGN PROFESSIONAL CONTRACTOR OF RECORD Name: __________________ Business Name: PREMIER POOLS & SPAS Address: Address: 5431 ENCINAS AVENI DA STE B City: _________ State: ___ .Zip:_____ City: CARLSBAD State: CA Zip:_9_20_0_8 ____ _ Phone: Phone: (760) 476-0008 Email: Email: SGRAY@PPAS.COM Architect State License: CSLB License#: 992714 Class: C53 ------------- Car Is bad Business License # (Required): _______ _ APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is carrect and that the information of the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): JENNIFER RASMUSSEN SIGN __ : _r:r ____ . _~ _____ DATE: 08/22/2023 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: Building@carlsbadca.gov REV. 04122 THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: ______ _ A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERSON SIGNING THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE. (OPTION A): LICENSED CONTRACTOR DECLARATION: I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 ( commencing with Section 7000 )of Division 3 oftheBusinessandProfessionsCode, andmylicenseisinfullforceandeffect. lalsoaffirmunderpenaltyofperjuryoneofthe following declarations {CHOOSE ONE): liJ1 have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. PolicyNo.,_c_s_1J_o_a1_00 ________________________________________ _ -OR- D I have and will maintain worker's compensation, 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: lnsuranceCompany Name:------------------------• Policy No. ___________________________ Expiration Date:----------------• -OR- D Certificate of Exemption: 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. WARNING: Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name: _______________________ Lender's Address: ______________________ _ CONTRACTOR CERTIFICATION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan are not approved for construction and may be required to be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans show the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed use of each building as stated is true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site preparation. All improvements existing on the property were completed in accordance with all regulations in existence at the time of their construction, unless otherwise noted. NAME (PRINT): JENNIFER RASMUSSE SIGNATURE: Note: If the person signing above is an authorized agent for the contra t "d ~ ~ DATE: 8/22/2023 I t ~rization on contractor letterhead. -OR- (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: D 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 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). -OR- D I, 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 contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). -OR- D I am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, D FORM B-61 "Owner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner. By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors./ understand that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application is submitted or at the following Web site: http:/ /www.leginfo.ca.gov/ ca law.html. OWVER CERTIFICATION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan are not approved for construction and may be required to be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans show the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed use of each building as stated is true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site preparation. All improvements existing on the property were completed in accordance with all regulations in existence at the time of their construction, unless otherwise noted. NAME (PRINT): SIGN: DATE: -------------------------Note: lfthe erson si nin above is an authorized a ent for the ro ert owner include form B-62 si ned b ro ert owner. 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: Building@carlsbadca.gov 2 REV. 04/22 Building Permit Inspection History Finaled PERMIT INSPECTION HISTORY for (CBR2023-4041) BLDG-Residential 08/23/2023Application Date:Permit Type:Owner:MAGGIE CARPENTER Pool 01/03/2024Work Class:Issue Date:Subdivision: 11/18/2024Expiration Date:Status: IVR Number: 51544 Closed - Finaled 2831 LIDO PL CARLSBAD, CA 92008-1152 Address: Scheduled Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection InspectionActual Start Date 01/11/2024 01/11/2024 BLDG-SW-Inspection 236545-2024 Cancelled Tony Alvarado Reinspection Incomplete Tuesday, May 27, 2025 Page 1 of 5 {cityof Carlsbad PERMIT INSPECTION HISTORY for (CBR2023-4041) BLDG-Residential 08/23/2023Application Date:Permit Type:Owner:MAGGIE CARPENTER Pool 01/03/2024Work Class:Issue Date:Subdivision: 11/18/2024Expiration Date:Status: IVR Number: 51544 Closed - Finaled 2831 LIDO PL CARLSBAD, CA 92008-1152 Address: Scheduled Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection InspectionActual Start Date COMMENTS PassedChecklist Item Are inactives slopes properly stabilized? No Are areas flatter than 3:1 covered or protected? No Are sediment controls properly maintained? No Are erosion control BMPs functioning properly? No Are natural areas protected from erosion? No Do basins appear to be maintained as required? No Are perimeter control BMPs maintained? No Is the entrance stabilized to prevent tracking? No Have sediments been tracked on to the street? No Are storm drain inlets protected and maintained? No Have materials collected around the storm drains? No Has sediment accumulated on impervious surfaces? No Are dumpsters and trash receptacles covered? No Has trash/debris accumulated throughout the site? No Are stockpiles and spoils protected from runoff? No Are all storage areas clean and maintained? No Are spill kits provided onsite?No Are washout areas maintained and protected? No Were spills/leaks observed during the inspection? No Were there any discharges during the inspection? No Is the SWPPP wall map up to date and accurate? No Was the SWPPP or Erosion Control Plan reviewed? No Are portable restrooms properly positioned? No Do portable restrooms have secondary containment? No Are BMPs stockpiled for emergency deployment? No Tuesday, May 27, 2025 Page 2 of 5 PERMIT INSPECTION HISTORY for (CBR2023-4041) BLDG-Residential 08/23/2023Application Date:Permit Type:Owner:MAGGIE CARPENTER Pool 01/03/2024Work Class:Issue Date:Subdivision: 11/18/2024Expiration Date:Status: IVR Number: 51544 Closed - Finaled 2831 LIDO PL CARLSBAD, CA 92008-1152 Address: Scheduled Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection InspectionActual Start Date BLDG-SW-Pre-Con 236306-2024 Passed Tony Alvarado Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency January 11, 2024: 1. Informed Contractor representative Selene, regarding all, City of Carlsbad, municipality, state, and federal SWPPPS, BMPS and City preconstruction meeting guideline checklist procedures and housekeeping requirements and measures to be implemented and in-place during entire building construction project – approved. Yes 02/20/2024 02/20/2024 BLDG-12 Steel/Bond Beam 239835-2024 Cancelled Tony Alvarado Reinspection Incomplete COMMENTS PassedChecklist Item BLDG-Building Deficiency Cancelled, due to rain event, too muddy to inspect project site. No BLDG-51 Excav/Steel(Pools) 239949-2024 Cancelled Tony Alvarado Reinspection Incomplete COMMENTS PassedChecklist Item BLDG-Building Deficiency Cancelled, due to rain event, too muddy to inspect project site. No 03/06/2024 03/06/2024 BLDG-51 Excav/Steel(Pools) 241269-2024 Passed Tony Alvarado Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes BLDG-SW-Inspection 241462-2024 Partial Pass Tony Alvarado Reinspection Incomplete COMMENTS PassedChecklist Item Are erosion control BMPs functioning properly? Yes Are perimeter control BMPs maintained? Yes Is the entrance stabilized to prevent tracking? Yes Have sediments been tracked on to the street? Yes Has trash/debris accumulated throughout the site? Yes Are portable restrooms properly positioned? Yes Do portable restrooms have secondary containment? Yes Tuesday, May 27, 2025 Page 3 of 5 PERMIT INSPECTION HISTORY for (CBR2023-4041) BLDG-Residential 08/23/2023Application Date:Permit Type:Owner:MAGGIE CARPENTER Pool 01/03/2024Work Class:Issue Date:Subdivision: 11/18/2024Expiration Date:Status: IVR Number: 51544 Closed - Finaled 2831 LIDO PL CARLSBAD, CA 92008-1152 Address: Scheduled Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection InspectionActual Start Date 04/25/2024 BLDG-52 Pool Plumbing 246361-2024 Passed Dirk de Roggenbuke Complete 05/06/2024 05/06/2024 BLDG-54 Equipotential Bond(Pools) 247356-2024 Passed Tony Alvarado Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes BLDG-SW-Inspection 247545-2024 Partial Pass Tony Alvarado Reinspection Incomplete COMMENTS PassedChecklist Item Are inactives slopes properly stabilized? Yes Are areas flatter than 3:1 covered or protected? Yes Are sediment controls properly maintained? Yes Are erosion control BMPs functioning properly? Yes Are natural areas protected from erosion? Yes Do basins appear to be maintained as required? Yes Are perimeter control BMPs maintained? Yes Is the entrance stabilized to prevent tracking? Yes Have sediments been tracked on to the street? Yes Are storm drain inlets protected and maintained? Yes Have materials collected around the storm drains? Yes Has sediment accumulated on impervious surfaces? Yes Has trash/debris accumulated throughout the site? Yes Are all storage areas clean and maintained? Yes Are portable restrooms properly positioned? Yes Do portable restrooms have secondary containment? Yes Are BMPs stockpiled for emergency deployment? Yes 05/21/2024 05/21/2024 BLDG-55 Fence/Preplaster 249078-2024 Passed Tony Alvarado Complete Tuesday, May 27, 2025 Page 4 of 5 PERMIT INSPECTION HISTORY for (CBR2023-4041) BLDG-Residential 08/23/2023Application Date:Permit Type:Owner:MAGGIE CARPENTER Pool 01/03/2024Work Class:Issue Date:Subdivision: 11/18/2024Expiration Date:Status: IVR Number: 51544 Closed - Finaled 2831 LIDO PL CARLSBAD, CA 92008-1152 Address: Scheduled Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection InspectionActual Start Date COMMENTS PassedChecklist Item BLDG-Building Deficiency Requiring approved stamped and sign swimming pool plans with swimming pool permit at job site missing. Need at final inspection. Yes 06/05/2024 06/05/2024 BLDG-Final Inspection 250724-2024 Passed Tony Alvarado Complete COMMENTS PassedChecklist Item BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes BLDG-SW-Inspection 250865-2024 Passed Tony Alvarado Complete COMMENTS PassedChecklist Item Are erosion control BMPs functioning properly? Yes Are perimeter control BMPs maintained? Yes Is the entrance stabilized to prevent tracking? Yes Have sediments been tracked on to the street? Yes Has trash/debris accumulated throughout the site? Yes Are portable restrooms properly positioned? Yes Do portable restrooms have secondary containment? Yes Tuesday, May 27, 2025 Page 5 of 5 True North Compliance Services, Inc. 3939 Atlantic Avenue Suite 224, Long Beach, CA 90807 T | 562.733.8030 Transmittal Letter September 5, 2023 City of Carlsbad FIRST REVIEW Community Development Department - Building Division City Permit No: CBR2023-4041 1635 Faraday Ave. True North No.: 23-018-837 Carlsbad, CA 92008 Plan Review: Residential Pool Address: 2831 Lido Place, Carlsbad CA Applicant Name: Jennifer Rasmussen Applicant Email: jennifer@swift-permits.com True North Compliance Services, Inc. has completed the review of the following documents for the project referenced above on behalf of the City of Carlsbad. Our comments can be found on the attached list. 1. Drawings: Electronic copy dated August 10, 2023, by Premier Pools & Spas. 2. Structural Calculations: Electronic copy dated August 17, 2023, by Pool Engineering inc. 3. Geotechnical Report: Electronic copy dated November 17, 2022, by GeoSoils, Inc. Attn: Permit Technician, the scope of work on the plans has been reviewed for coordination with the scope of work on the permit application. See below for information if the scope of work on plans differs from the permit application: Valuation: See Notes Below Scope of Work: Confirmed Floor Area: Confirmed Notes: The project’s valuation is not specified in the permit application. Our comments follow on the attached list. Please call if you have any questions or if we can be of further assistance. Sincerely, True North Compliance Services Review By: Bashir Habboub - Plan Review Engineer Quality Review By: Ryan DeCastro - Plan Review Engineer TrueN·orth COMPILIANCE SEIRVICIES Residential Pool City of Carlsbad– FIRST REVIEW 2831 Lido Pl City Permit No.: CBR2023-4041 September 5, 2023 True North No.: 23-018-837 Page 2 Plan Review Comments ELECTRONIC - RESUBMITTAL INSTRUCTIONS: Please do not resubmit plans until all departments have completed their reviews. For status, please contact building@carlsbadca.gov Please make all corrections, as requested in the correction list. Corrected sets can be submitted as follows: Email the revised plans and comment response letter(s) to building@carlsbadca.gov for continued review. Note: If this project requires FIRE PREVENTION review, ensure that you follow their specific instructions for resubmittal review. The city will not route plans back to Dennis Grubb & Associates for continued Fire Prevention review. GENERAL INFORMATION: A. The following comments are referred to the 2022 California Building, Mechanical, Plumbing, Electrical Codes, California Green Building Standards Code, and Energy Code (i.e., 2021 IBC, UMC, UPC, and 2020 NEC, as amended by the State of California). B. There may be other comments generated by the Building Division and/or other City departments that will also require your attention and response. This attached list of comments, then, is only a portion of the plan review. Contact the City for other items. C. Respond in writing to each comment by marking the attached comment list or creating a response letter. Indicate which details, specification, or calculation shows the required information. Your complete and clear responses will expedite the re-check. D. Where applicable, be sure to include the architect and engineer’s stamp and signature on all sheets of the drawings and on the coversheets of specifications and calculations per CBPC 5536.1 and CBPC 6735. This item will be verified prior to plan approval. OCCUPANCY & BUILDING SUMMARY: Occupancy Groups: R-3 Occupant Load: N/A Type of Construction: V-B Sprinklers: N/A Stories: N/A Area of Work (sq. ft.): 378 sq. ft. ARCHITECTURAL COMMENTS: A1. The area of work is specified as 378 sqft in the permit application while it’s specified as 226 sqft in the drawings. Please revise and coordinate. BRIEF DESCRIPTION OF WORK: PROPOSED POOL ONL '<j378 SFUMAX DEPTH 4' 6" Residential Pool City of Carlsbad– FIRST REVIEW 2831 Lido Pl City Permit No.: CBR2023-4041 September 5, 2023 True North No.: 23-018-837 Page 3 A2. Sheet SP-1: Add the 2022 California Building code and the 2022 California Energy Code to the list of applicable codes. MEP COMMENTS: No comments. STRUCTURAL COMMENTS: No comments. If you have any questions regarding the above comments, please contact Ryan DeCastro via email ryand@tncservices.com or telephone (562) 733-8030. [END] True North Compliance Services, Inc. 3939 Atlantic Avenue Suite 224, Long Beach, CA 90807 T | 562.733.8030 Transmittal Letter September 5, 2023 City of Carlsbad FIRST REVIEW Community Development Department - Building Division City Permit No: CBR2023-4041 1635 Faraday Ave. True North No.: 23-018-837 Carlsbad, CA 92008 Plan Review: Residential Pool Address: 2831 Lido Place, Carlsbad CA Applicant Name: Jennifer Rasmussen Applicant Email: jennifer@swift-permits.com True North Compliance Services, Inc. has completed the review of the following documents for the project referenced above on behalf of the City of Carlsbad. Our comments can be found on the attached list. 1. Drawings: Electronic copy dated August 10, 2023, by Premier Pools & Spas. 2. Structural Calculations: Electronic copy dated August 17, 2023, by Pool Engineering inc. 3. Geotechnical Report: Electronic copy dated November 17, 2022, by GeoSoils, Inc. Attn: Permit Technician, the scope of work on the plans has been reviewed for coordination with the scope of work on the permit application. See below for information if the scope of work on plans differs from the permit application: Valuation: See Notes Below Scope of Work: Confirmed Floor Area: Confirmed Notes: The project’s valuation is not specified in the permit application. Our comments follow on the attached list. Please call if you have any questions or if we can be of further assistance. Sincerely, True North Compliance Services Review By: Bashir Habboub - Plan Review Engineer Quality Review By: Ryan DeCastro - Plan Review Engineer APPLICANT RESPONSE TO ISSUES APPLICANT RESPONSE TO ISSUES TrueN·orth COMPILIANCE SEIRVICIES Residential Pool City of Carlsbad– FIRST REVIEW 2831 Lido Pl City Permit No.: CBR2023-4041 September 5, 2023 True North No.: 23-018-837 Page 2 Plan Review Comments ELECTRONIC - RESUBMITTAL INSTRUCTIONS: Please do not resubmit plans until all departments have completed their reviews. For status, please contact building@carlsbadca.gov Please make all corrections, as requested in the correction list. Corrected sets can be submitted as follows: Email the revised plans and comment response letter(s) to building@carlsbadca.gov for continued review. Note: If this project requires FIRE PREVENTION review, ensure that you follow their specific instructions for resubmittal review. The city will not route plans back to Dennis Grubb & Associates for continued Fire Prevention review. GENERAL INFORMATION: A. The following comments are referred to the 2022 California Building, Mechanical, Plumbing, Electrical Codes, California Green Building Standards Code, and Energy Code (i.e., 2021 IBC, UMC, UPC, and 2020 NEC, as amended by the State of California). B. There may be other comments generated by the Building Division and/or other City departments that will also require your attention and response. This attached list of comments, then, is only a portion of the plan review. Contact the City for other items. C. Respond in writing to each comment by marking the attached comment list or creating a response letter. Indicate which details, specification, or calculation shows the required information. Your complete and clear responses will expedite the re-check. D. Where applicable, be sure to include the architect and engineer’s stamp and signature on all sheets of the drawings and on the coversheets of specifications and calculations per CBPC 5536.1 and CBPC 6735. This item will be verified prior to plan approval. OCCUPANCY & BUILDING SUMMARY: Occupancy Groups: R-3 Occupant Load: N/A Type of Construction: V-B Sprinklers: N/A Stories: N/A Area of Work (sq. ft.): 378 sq. ft. ARCHITECTURAL COMMENTS: A1. The area of work is specified as 378 sqft in the permit application while it’s specified as 226 sqft in the drawings. Please revise and coordinate. The area of work is 226 sqft. Earthworks and the B1 PermitApplication form have been fixed to both reflect 226 sqft.A new B1 Permit App has been uploaded to the portal. Occupancy and Building Summary has been added to thesite plan near the top-left corner. Please note that the areaof work is intended to be 226 sqft. See my response belowfor more info on the same: BRIEF DESCRIPTION OF WORK: PROPOSED POOL ONL '<j378 SFUMAX DEPTH 4' 6" Residential Pool City of Carlsbad– FIRST REVIEW 2831 Lido Pl City Permit No.: CBR2023-4041 September 5, 2023 True North No.: 23-018-837 Page 3 A2. Sheet SP-1: Add the 2022 California Building code and the 2022 California Energy Code to the list of applicable codes. MEP COMMENTS: No comments. STRUCTURAL COMMENTS: No comments. If you have any questions regarding the above comments, please contact Ryan DeCastro via email ryand@tncservices.com or telephone (562) 733-8030. [END] 2022 CBC + CEC have been added to the building code list sectionof the site plan near the left site of the sheet. Earthworks is correct with the area ofwork reflecting 226 sqft. All other formshave been updated to mirror the same. Geotechnical C Geologic C Coastal C Environmental 5741 Palmer Way C Carlsbad, California 92010 C (760) 438-3155 C FAX (760) 931-0915 C www.geosoilsinc.com T E C H N I C A L M E M O R A N D U M DATE:October 23, 2023 W.O. 8325-A1-SC TO:Ms. Maggie Carpenter 2831 Lido Place Carlsbad, California 92008 FROM:Todd M. Page, CEG 2083 Stephen J. Coover, GE 2057 SUBJECT:Geotechnical Plan Review, Proposed Rear Yard Pool, 2831 Lido Place, Carlsbad, California 92008, APN 156-200-66-00 References: 1. “Plan Check Comments, 2831 Lido Place, Carlsbad, California, San Diego County, California 92008,” Plan Chk# 19-678, dated June 21, 2019, by Esgil Corporation. 2. “Pool Plan, Proposed Pool at 2831 Lido Place, Carlsbad, California, San Diego County, California 92008,” Job # 314850, version 1.0, issue date August 10, 2023, by Premier Pools and Spas. 3. “Limited Geotechnical Evaluation, Proposed Pool at 2831 Lido Place, Carlsbad, California, San Diego County, California 92008,” W.O. 8325-A-SC, dated April 26, 2022, by GeoSoils, Inc. In accordance with your request, and plan check comments per the City’s consultant (see Reference 1) GeoSoils, Inc. (GSI), has reviewed the referenced plans, and details (see Reference 2) with respect to the intent of the referenced geotechnical report (Reference 3) for this project. Unless specifically superceded herein, the conclusions and recommendations presented in Reference 3 remain valid and applicable. Based on our review, the pool plans (see Reference 2) reviewed appear to be in general accordance with the intent of the geotechnical report (see Reference 3), from a geotechnical viewpoint. The conclusions and recommendations presented herein are professional opinions. These opinions have been derived in accordance with current standards of practice, and no warranty is express or implied. Standards of practice are subject to change with time. GSI assumes no responsibility or liability for work or testing performed by others, or their inaction, or work performed when GSI is not requested to be onsite, to evaluate if our recommendations have been properly implemented. Use of this report constitutes an agreement and consent by the user to all the limitations outlined above, notwithstanding any other agreements that may be in place. In addition, this report may be subject to review by the controlling authorities. Distribution: Addressee (PDF via email) • 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 STRUCTURAL CALCULATIONS FOR DETAIL #540 FREESTANDING POOL WALL WITH RETAINING WALL SURCHARGE EQUIVALENT FLUID PRESSURE = 60pcf DESIGN BASED ON 2022 CBC & 2021 IBC CONCRETE: fc’ = 2500psi REINFORCING: fy = 40000psi (Grade 40) fy = 60000psi (Grade 60) DETAIL #540 W:\Details\Release\Calcs 2022\540 [22v1].pdf 12/07/2022 07:49:36 AM © Pool Engineering, Inc. 2023, Page 1 of 20 Digitally signed by Todd Lacher on 08/17/2023 - 1692255600 - 23-05612-dg FOR USE ONLY AT: 2831 Lido Pl Carlsbad, CA 92008-1152 08/17/2023 23-05612-dg SWIMMING POOL CALCULATIONS NOTATION fc`: specific compressive strength of concrete (psi) wc : weight of concrete (pcf) fcall = 0.45fc`: allowable extreme fiber stress in compression for concrete (psi) uc = 1.1 : permissible shear stress carried by concrete (psi) Ec = 57000 : modulus of elasticity of concrete (psi) fy : 40000 : specified yield strength of reinforcement (psi) fsall = 20000 [GRADE 40, 50], 24000 [GRADE 60]: permissible tensile str. in reinf.(psi) Es = 29000000 : modulus of elasticity of reinforcement (psi) gs : equivalent fluid pressure of soil (pcf)gw : water density (pcf) n =: modular ratio of elasticity b : width of compression face of member (in) cover : 3 in. min. for concrete cast against and perm. exposed to earth. SEE CALCULATION METHODOLOGY FOR:DETAIL 540 H : total height of pool wall including bond beam (ft) RBB : distance from top of bond beam to surface of water (ft.) R : Radius of pool wall curvature (ft) t : thickness of pool wall at particular height (in) d1=t - d2 : distance from extreme compression fiber to centroid of tension reinforcement (in) : d necessary to resist earth pressure and additional load due to vertical surcharge d2 = cover + (Ds/2): distance from extreme compression fiber to centroid of tension reinforcement (in) : d necessary to resist water pressure H1 : top depth of particular section (ft)H2 : bottom depth of particular section (ft) Hw : water depth (ft) OTMsoil = : over-turning moment (ft-lbs) Vsoil = : shear (lbs) OTMwater = : over-turning moment (ft-lbs) Vwater = : shear (lbs) OTMload : over-turning moment due to additional lateral Vload : shear due to additional lateral MR_S : Moment Resisting (ft-lbs) SEE RESISTING MOMENT METHODOLOGY - SOIL LOADING MR_W : Moment Resisting (ft-lbs) SEE RESISTING MOMENT METHODOLOGY - WATER MT_S = OTMsoil + OTMload + MR_S MT_W = OTMwater + MR_W : Net Moment (ft-lbs) VT_S = Vsoil + Vload : Net Shear (lbs) As : area of nonprestressed tension reinforcement (in2) Ds : Diameter of reinforcement (in) r = : ratio of tension reinforcement k = j = fs = : average stress in the steel (psi) fc = : maximum compressive stress at the top of the compressive zone (psi) u = : design shear stress (psi) LT : required wall to floor steel & thickness transition (ft) = length required such that : OTMT+MR.T <= moment capacity of floor. c s E E `fc `fc 2 3 6 1 Hsg 2 2 2 1 Hsg db As nnnrrr−+2)(2 31k− djA M s T 2 2 dbkj MT db VT 2 3 6 1 Hwg−2 2 2 1 Hw−g 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\540 [22v1].pdf 12/07/2022 07:49:36 AM © Pool Engineering, Inc. 2023, Page 2 of 20 t±tt pool J 'JJ±Wt engineer~ng me. W: \ D e t a i l s \ R e l e a s e \ C a l c s 2 0 2 2 \ 5 4 0 [ 2 2 v 1 ] . p d f 12 / 0 7 / 2 0 2 2 0 7 : 4 9 : 3 6 A M © P o o l E n g i n e e r i n g , I n c . 2 0 2 3 , P a g e 3 o f 2 0 pool Ron Lacher, R.C.E. ';I; 11111 engineering .__ 1201 N. Tustin Ave. Anaheim, California 92807 Fax: (714) 630-6114 N J: Phone: (714) 630-6100 -1L2 ,.., ......... .,. J: LOAD DIAGRAM DlE 10 EARlH PRESSURE (LOAD CASE I) NET MOM • OTM a. + OTM &Mr .. __ DETERMINE OTM AND V DUE TO ')'5 OTMA = (1 /2 ')'5 H~ )(Hd3) = 1 /6 ')'5 H~ VA= 1/2 ')'5 H~ QL 1.78' ·x· (on drawing) XL (in calcs) 6" " / DETAIL #540: RETAINING WALL SURCHARGE CALCULATION METHODOLOGY QL = RESULTANT LOAD (PLF) FROM TRIANGULAR SOIL PRESSURE DISTRIBUTION UNDER RET. WALL FOOT'G. QL = 2642 PLF i :i::1:,: ~ 12 ~-~--- I I I ---t-------- 1 I I I Lr X i J: ~ J: LOAD DIAGRAM DUE 10 FUJI) PRESSURE (LOAD CASE II) BOUSSINESQ METHOD MODIFIED BY TERZAGI (SEE TYPICAL BOUSSINESQ CALcs.) NET MOM • OTM a. + OTMLCMD -.. __ DETERMINE OTM AND V DUE TO 'Yw OTM8 = (1/2 'Yw H!)(Hw/3) = 1/6 'Yw H~ V8 = 1/2 'Yw H! ROCK SURCHARGE LOAD METHODOLOGY The overturning moment at any depth due to vertical surcharge loading is determined by calculating the area under the curve, in 6" increments (Pi), and multiplying times the vertical distance to the depth of interest (r). P A = Area(s i ...s i -1) area under curve between depth i and (i-1) M A = (P i ×r i )sumation of forces times distances, or M A = (P1×r1)+(P2×r2)+(P3×r3)+(P4×r4)+(P5×r5)+(P6×r6) ref: Dept of Naval Facilities Command: Foundations Earth Structures; Design Manual 7.02 XL=mHL sH LINE LOAD QL Z=nHL HL ()L L H Hn Qn + =2216.0 20.0s ()L L H Hnm Qnm + =222 228.1s PRESSURES FROM LINE LOAD QL for m£0.4 for m>0.4 BOUSSINESQ EQUATION MODIFIED BY TERZAGI TO REFLECT TEST RESULTS XL=mHL P1 P2 P3 P4 P5 P6 r1 r2r3 r4 r5 r6 A LINE LOAD QL 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\540 [22v1].pdf 12/07/2022 07:49:36 AM © Pool Engineering, Inc. 2023, Page 4 of 20 pool . j engineen_ng me. RESISTING MOMENT METHODOLOGY OFFSETS EARTH PRESSURE AND ROCK SURCHARGE MOMENTS A D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 D11 D12 D13 D17 D16 D15 D14 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 W17LOAD DIAGRAM DUE TO EARTH PRESSURE Determine RM about point A: Wn = wcAnRMA = W1D1+W2D2+...WnDnPoint A can be any point on inside of pool wall. 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\540 [22v1].pdf 12/07/2022 07:49:36 AM © Pool Engineering, Inc. 2023, Page 5 of 20 t±tt pool j \t±Wt engineeri_ng me. RESISTING MOMENT METHODOLOGY WALL LOADED BY WATER PRESSURE B D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 D11 D12 D13 D17 D16 D15 D14 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 W17 LOAD DIAGRAM DUE TO WATER PRESSURE Determine RM about point B: Wn = wcAnRMB = W1D1+W2D2+...WnDnPoint B can be any point on outside of pool wall. 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\540 [22v1].pdf 12/07/2022 07:49:36 AM © Pool Engineering, Inc. 2023, Page 6 of 20 t±tt pool j \t±Wt engineeri_ng me. SAMPLE CALCULATIONS SECTION 13, NO R.B.B. Demonstrating methodology used to calculate results shown in summary tables. fc` = 2500 psi wc = 150 pcf fcall = 0.45fc` = 1125 psi FROM 2001 CBC Sec. 1926.3.1(1) uc = 1.1 = 55.0 psi FROM 2001 CBC Sec. 1926.3.1(2) Ec = 57000 = 2549117 psi FROM 2001 CBC Sec. 1908.5.1 fy = 40000 psi fsall = 20000 psi FROM 2001 CBC Sec.1926.3.2 Es =2.9E+07 psi FROM 2001 CBC Sec. 1908.5.2 gs =60 pcf gW = 62.4 pcf n = Es/Ec = 11.38 b =12 in cover =3 in FROM 2001 CBC Sec. 1907.7.3.1 H =8.5 ft Try wall thickness t =12.5 in at a depth of H2 =6.5 ft Try vertical steel =ADD (3) #4 Ds =0.500 in As =0.699 in2 d1 = t - d2 =7.50 in d2 = cover + (D2/2) =5.00 in `Cf `Cf 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\540 [22v1].pdf 12/07/2022 07:49:36 AM © Pool Engineering, Inc. 2023, Page 7 of 20 t±tt pool j ~ engineeri_ng me. SAMPLE CALCULATIONS (CONT.)SECTION 13, NO R.B.B. Demonstrating methodology used to calculate results shown in summary tables. OTMsoil = =2746 ft-lb Overturning moment due to earth pressure OTMload =3734 ft-lb Overturning moment due to rock surcharge MR = -799 ft-lb Resisting moment due to weight of pool wall. (wall loaded by earth pressure and rock surcharge) MT = OTMsoil + OTMload+ MR =5682 ft-lb SEE POOL WALL SUMMARY VSoil = =1268 lb Shear due to earth pressure Vload = 1264 lb Shear due to rock surcharge Vt = Vsoil + Vload = 2532 lb r = =0.008 k = =0.341 j = =0.886 fs = =14664.7 psi <20000 psi OK fc = =667.9 psi <900 psi OK u = =28.1 psi <49.2 psi OK OTMwater = =-2856 ft-lb Overturning moment due to water pressure VT = =-1318 lb Shear due to water pressure MR_water = -74 ft-lb Resisting moment due to weight of pool wall. (wall loaded by water pressure) MT = OTMwater + MR_water =-2930 ft-lb SEE POOL WALL SUMMARY db As ( )nnnrrr−+22 31k− 1djAs MT 21 2 dbkj MT 1db VT wwH3 6 1 g wwH2 2 1 g 3 2S6 1 Hg 2 2S2 1 Hg 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\540 [22v1].pdf 12/07/2022 07:49:36 AM © Pool Engineering, Inc. 2023, Page 8 of 20 t±tt pool j \J±W±: engineeri_ng inc . .J SAMPLE CALCULATIONS (CONT.)SECTION 13, NO R.B.B. Demonstrating methodology used to calculate results shown in summary tables. r = =0.012 k = =0.399 j = =0.867 fs = =11597.0 psi <20000 psi OK fc = =677.3 psi <1125 psi OK u = =22.0 psi <55.0 psi OK db As nnnrrr−+2)(2 31k− 2djA M s T 22 2 dbkj MT 2db VT 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\540 [22v1].pdf 12/07/2022 07:49:36 AM © Pool Engineering, Inc. 2023, Page 9 of 20 t±tt pool j ~ engineer~ng me. SAMPLE CALCULATIONS SECTION 13, NO R.B.B. RESISTING MOMENT METHODOLOGY WALL LOADED BY EARTH PRESSURE AND ROCK SURCHARGE A1=0.500 ft2 1.500 W1=75.00 lb M1=-112.50 ft-lb A2=0.375 ft2 1.389W2=56.25 lb M2=-78.12 ft-lb A3=0.250 ft2 1.250 W3=37.50 lbM3=-46.87 ft-lb A4=0.250 ft2 1.250 W4=37.50 lb M4=-46.87 ft-lb A5=0.250 ft2 1.250 W5=37.50 lb M5=-46.87 ft-lb A6=0.260 ft2 1.261 W6=39.06 lb M6=-49.24 ft-lb A7=0.292 ft2 1.292 W7=43.75 lb M7=-56.53 ft-lb A8=0.313 ft2 1.305 W8=46.94 lb M8=-61.24 ft-lb A9=0.330 ft2 1.253 W9=49.47 lb M9=-61.97 ft-lb A10=0.363 ft2 1.202 W10=54.45 lb M10=-65.43 ft-lb A11=0.384 ft2 1.064 W11=57.60 lb M11=-61.30 ft-lb A12=0.448 ft2 0.908 W12=67.19 lbM12=-61.03 ft-lb A13=0.502 ft2 0.672 W13=75.24 lb M13=-50.55 ft-lb RMA= M1+M2+M3+M4+M5+M6+M7+M8 +M9+M10+M11+M12+M13 = -798.56 ft-lb 1 2 3 4 5 6 7 8 9 10 11 12 13 A 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\540 [22v1].pdf 12/07/2022 07:49:36 AM © Pool Engineering, Inc. 2023, Page 10 of 20 t±tt pool j \t±:Wt engineer~ng inc. 0 0 0 0 0 0 0 0 POOL WALL SUMMARY NO R.B.B. g SOIL60 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft OTM V OTM V MR MT VT OTM MR MT V ft-lb lb ft-lb lb ft-lb ft-lb lb ft-lb ft-lb ft-lb lb 1 0.0 0.5 12.0 9.00 3.00 1 8 0 0 -38 -36 8 -1 38 36 -8 2 0.5 1.0 6.0 3.00 3.00 10 30 0 0 -59 -49 30 -10 6 -4 -31 3 1.0 1.5 6.0 3.00 3.00 34 68 7 43 -69 -28 111 -35 16 -19 -70 4 1.5 2.0 6.0 3.00 3.00 80 120 56 161 -78 58 281 -83 25 -58 -125 5 2.0 2.5 6.0 3.00 3.00 156 188 176 324 -88 245 511 -163 34 -128 -195 6 2.5 3.0 6.5 3.50 3.00 270 270 382 500 -98 554 770 -281 56 -225 -281 7 3.0 3.5 7.5 4.50 3.00 429 368 674 667 -110 992 1035 -446 94 -352 -382 8 3.5 4.0 7.5 4.50 3.00 640 480 1046 816 -134 1552 1296 -666 100 -565 -499 9 4.0 4.5 8.5 5.50 3.00 911 608 1486 942 -180 2218 1550 -948 116 -831 -632 10 4.5 5.0 8.5 5.50 3.00 1250 750 1985 1048 -258 2976 1798 -1300 94 -1206 -780 11 5.0 5.5 10.0 6.50 3.50 1664 908 2531 1134 -375 3819 2042 -1730 67 -1663 -944 12 5.5 6.0 10.5 6.50 4.00 2160 1080 3116 1205 -549 4727 2285 -2246 25 -2222 -1123 13 6.0 6.5 12.5 7.50 5.00 2746 1268 3734 1264 -799 5682 2532 -2856 -74 -2930 -1318 14 6.5 7.0 13.0 7.50 5.50 3430 1470 4379 1313 -1162 6647 2783 -3567 -152 -3719 -1529 15 7.0 7.5 13.5 7.50 6.00 4219 1688 5045 1353 -1707 7557 3041 -4388 -344 -4732 -1755 16 7.5 8.0 14.5 8.00 6.50 5120 1920 5731 1387 -2587 8264 3307 -5325 -649 -5973 -1997 17 8.0 8.5 15.0 8.00 7.00 6141 2168 6431 1415 -5839 6733 3583 -6387 -39 -6426 -2254 fs fsall fc n fs fsall fc n psi psi psi psi psi psi psi psi 1 0.0 0.5 12.0 #3 @ 12"0.110 0.375 0.001 0.141 0.953 -459.3 20000.0 -6.6 0.1 0.003 0.232 0.923 1420.7 20000.0 37.6 0.2 2 0.5 1.0 6.0 #3 @ 12"0.110 0.375 0.003 0.232 0.923 -1,937.8 20000.0 -51.3 0.8 0.003 0.232 0.923 162.9 20000.0 4.3 0.9 3 1.0 1.5 6.0 #3 @ 12"0.110 0.375 0.003 0.232 0.923 -1,089.6 20000.0 -28.9 3.1 0.003 0.232 0.923 764.3 20000.0 20.2 1.9 4 1.5 2.0 6.0 #3 @ 6"0.221 0.375 0.006 0.310 0.897 1,165.0 20000.0 46.1 7.8 0.006 0.310 0.897 1175.5 20000.0 46.5 3.5 5 2.0 2.5 6.0 #3 @ 6"0.221 0.375 0.006 0.310 0.897 4,939.9 20000.0 195.4 14.2 0.006 0.310 0.897 2587.8 20000.0 102.3 5.4 6 2.5 3.0 6.5 #3 @ 4"0.331 0.375 0.008 0.343 0.886 6,472.5 20000.0 297.5 18.3 0.009 0.365 0.878 3096.1 20000.0 156.3 7.8 7 3.0 3.5 7.5 #3 @ 4"0.331 0.375 0.006 0.310 0.897 8,907.3 20000.0 352.3 19.2 0.009 0.365 0.878 4841.1 20000.0 244.3 10.6 8 3.5 4.0 7.5 #3 @ 3"0.442 0.375 0.008 0.348 0.884 10,596.0 20000.0 497.8 24.0 0.012 0.407 0.864 5920.8 20000.0 357.1 13.9 9 4.0 4.5 8.5 #3 @ 3"0.442 0.375 0.007 0.321 0.893 12,266.1 20000.0 510.8 23.5 0.012 0.407 0.864 8708.5 20000.0 525.2 17.5 10 4.5 5.0 8.5 ADD (2) #4 0.503 0.500 0.008 0.339 0.887 14,549.4 20000.0 655.0 27.2 0.014 0.427 0.858 11176.9 20000.0 731.8 21.7 11 5.0 5.5 10.0 ADD (2) #4 0.503 0.500 0.006 0.317 0.894 15,667.6 20000.0 638.3 26.2 0.012 0.403 0.866 13095.7 20000.0 778.0 22.5 12 5.5 6.0 10.5 ADD (3) #4 0.699 0.500 0.009 0.361 0.880 14,183.0 20000.0 704.5 29.3 0.015 0.433 0.856 11137.1 20000.0 748.9 23.4 13 6.0 6.5 12.5 ADD (3) #4 0.699 0.500 0.008 0.341 0.886 14,664.7 20000.0 667.9 28.1 0.012 0.399 0.867 11597.0 20000.0 677.3 22.0 14 6.5 7.0 13.0 ADD (3) #4 0.699 0.500 0.008 0.341 0.886 17,155.9 20000.0 781.4 30.9 0.011 0.385 0.872 13309.0 20000.0 732.6 23.2 15 7.0 7.5 13.5 ADD (3) #4 0.699 0.500 0.008 0.341 0.886 19,505.8 20000.0 888.4 33.8 0.010 0.372 0.876 15446.2 20000.0 805.8 24.4 16 7.5 8.0 14.5 ADD (3) #4 0.699 0.500 0.007 0.333 0.889 19,930.6 20000.0 873.2 34.4 0.009 0.361 0.880 17922.2 20000.0 890.3 25.6 17 8.0 8.5 15.0 ADD (3) #4 0.699 0.500 0.007 0.333 0.889 16,239.3 20000.0 711.5 37.3 0.008 0.351 0.883 17834.5 20000.0 846.9 26.8 Sec H1 ft. H2 ft. t in. d1 in. d2 in. SOIL LOADS SOIL+LOADS j WATER Sec H1 ft. H2 ft. t in. Vertical Steel As in2 Ds in. SOIL + LOADS WATER r k j r k 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\540 [22v1].pdf 12/07/2022 07:49:36 AM © Pool Engineering, Inc. 2023, Page 11 of 20 t±tt pool j \±±:Wt engineeri_ng inc. POOL WALL SUMMARY 2'-6" R.B.B. g SOIL 60 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft OTM V OTM V MR MT VT OTM MR MT V ft-lb lb ft-lb lb ft-lb ft-lb lb ft-lb ft-lb ft-lb lb 1 0.0 0.5 12.0 9.00 3.00 1 8 0 0 -38 -36 8 0 38 38 0 2 0.5 1.0 6.0 3.00 3.00 10 30 0 0 -59 -49 30 0 6 6 0 3 1.0 1.5 6.0 3.00 3.00 34 68 4 25 -69 -31 93 0 16 16 0 4 1.5 2.0 6.0 3.00 3.00 80 120 33 96 -78 35 216 0 25 25 0 5 2.0 2.5 6.0 3.00 3.00 156 188 106 201 -88 174 388 0 34 34 0 6 2.5 3.0 6.0 3.50 3.00 270 270 237 326 -97 410 596 -1 44 42 -8 7 3.0 3.5 6.0 4.50 3.00 429 368 433 459 -106 756 827 -10 53 43 -31 8 3.5 4.0 6.0 4.50 3.00 640 480 696 589 -116 1220 1069 -35 63 27 -70 9 4.0 4.5 6.0 5.50 3.00 911 608 1021 711 -125 1807 1318 -83 72 -11 -125 10 4.5 5.0 9.0 6.00 3.00 1250 750 1404 820 -140 2515 1570 -163 191 28 -195 11 5.0 5.5 10.0 7.00 3.00 1664 908 1839 917 -163 3340 1825 -281 253 -28 -281 12 5.5 6.0 11.0 8.00 3.00 2160 1080 2320 1002 -192 4287 2082 -446 326 -120 -382 13 6.0 6.5 12.0 9.00 3.00 2746 1268 2839 1075 -241 5344 2342 -666 389 -276 -499 14 6.5 7.0 13.0 10.00 3.00 3430 1470 3393 1138 -331 6491 2608 -948 435 -513 -632 15 7.0 7.5 14.0 11.00 3.00 4219 1688 3976 1193 -476 7718 2880 -1300 453 -847 -780 16 7.5 8.0 14.0 11.00 3.00 5120 1920 4584 1240 -690 9014 3160 -1730 422 -1308 -944 17 8.0 8.5 15.0 11.00 4.00 6141 2168 5215 1281 -988 10368 3448 -2246 304 -1943 -1123 18 8.5 9.0 16.0 11.50 4.50 7290 2430 5864 1316 -1403 11751 3746 -2856 192 -2664 -1318 19 9.0 9.5 17.5 12.50 5.00 8574 2708 6530 1347 -1988 13116 4055 -3567 18 -3549 -1529 20 9.5 10.0 19.5 13.50 6.00 10000 3000 7211 1374 -2837 14374 4374 -4388 -215 -4603 -1755 21 10.0 10.5 20.5 14.00 6.50 11576 3308 7904 1398 -4180 15300 4706 -5325 -504 -5829 -1997 22 10.5 11.0 20.5 14.00 6.50 13310 3630 8608 1419 -9356 12563 5049 -6387 1200 -5187 -2254 fs fsall fc n fs fsall fc n psi psi psi psi psi psi psi psi 1 0.0 0.5 12.0 #3 @ 12"0.110 0.375 0.001 0.141 0.953 -459.3 20000.0 -6.6 0.1 0.003 0.232 0.923 1471.7 20000.0 39.0 0.0 2 0.5 1.0 6.0 #3 @ 12"0.110 0.375 0.003 0.232 0.923 -1,937.8 20000.0 -51.3 0.8 0.003 0.232 0.923 245.3 20000.0 6.5 0.0 3 1.0 1.5 6.0 #3 @ 12"0.110 0.375 0.003 0.232 0.923 -1,210.0 20000.0 -32.1 2.6 0.003 0.232 0.923 613.2 20000.0 16.2 0.0 4 1.5 2.0 6.0 #3 @ 6"0.221 0.375 0.006 0.310 0.897 696.9 20000.0 27.6 6.0 0.006 0.310 0.897 504.9 20000.0 20.0 0.0 5 2.0 2.5 6.0 #3 @ 6"0.221 0.375 0.006 0.310 0.897 3,522.4 20000.0 139.3 10.8 0.006 0.310 0.897 694.3 20000.0 27.5 0.0 6 2.5 3.0 6.0 #3 @ 4"0.331 0.375 0.008 0.343 0.886 4,791.8 20000.0 220.2 14.2 0.009 0.365 0.878 583.4 20000.0 29.4 0.2 7 3.0 3.5 6.0 #3 @ 4"0.331 0.375 0.006 0.310 0.897 6,784.8 20000.0 268.3 15.3 0.009 0.365 0.878 587.2 20000.0 29.6 0.9 8 3.5 4.0 6.0 #3 @ 3"0.442 0.375 0.008 0.348 0.884 8,332.2 20000.0 391.4 19.8 0.012 0.407 0.864 287.0 20000.0 17.3 1.9 9 4.0 4.5 6.0 #3 @ 3"0.442 0.375 0.007 0.321 0.893 9,997.8 20000.0 416.4 20.0 0.012 0.407 0.864 118.6 20000.0 7.2 3.5 10 4.5 5.0 9.0 #3 @ 3"0.442 0.375 0.006 0.310 0.897 12,697.3 20000.0 502.2 21.8 0.012 0.407 0.864 294.6 20000.0 17.8 5.4 11 5.0 5.5 10.0 ADD (2) #4 0.503 0.500 0.006 0.307 0.898 12,677.3 20000.0 494.3 21.7 0.014 0.427 0.858 254.9 20000.0 16.7 7.8 12 5.5 6.0 11.0 ADD (2) #4 0.503 0.500 0.005 0.291 0.903 14,153.9 20000.0 510.2 21.7 0.014 0.427 0.858 1107.7 20000.0 72.5 10.6 13 6.0 6.5 12.0 ADD (2) #4 0.503 0.500 0.005 0.277 0.908 15,600.9 20000.0 525.0 21.7 0.014 0.427 0.858 2561.6 20000.0 167.7 13.9 14 6.5 7.0 13.0 ADD (3) #4 0.699 0.500 0.006 0.304 0.899 12,391.1 20000.0 475.4 21.7 0.019 0.480 0.840 3493.1 20000.0 283.0 17.5 15 7.0 7.5 14.0 ADD (3) #4 0.699 0.500 0.005 0.292 0.903 13,335.7 20000.0 483.8 21.8 0.019 0.480 0.840 5764.3 20000.0 467.0 21.7 16 7.5 8.0 14.0 ADD (3) #4 0.699 0.500 0.005 0.292 0.903 15,575.3 20000.0 565.0 23.9 0.019 0.480 0.840 8903.4 20000.0 721.4 26.2 17 8.0 8.5 15.0 ADD (3) #5 1.031 0.625 0.008 0.342 0.886 12,383.4 20000.0 565.6 26.1 0.021 0.496 0.835 6773.8 20000.0 586.4 23.4 18 8.5 9.0 16.0 ADD (3) #5 1.031 0.625 0.007 0.336 0.888 13,395.2 20000.0 595.7 27.1 0.019 0.477 0.841 8193.4 20000.0 656.2 24.4 19 9.0 9.5 17.5 ADD (3) #5 1.031 0.625 0.007 0.325 0.892 13,698.5 20000.0 579.5 27.0 0.017 0.460 0.847 9758.0 20000.0 729.5 25.5 20 9.5 10.0 19.5 ADD (3) #5 1.031 0.625 0.006 0.315 0.895 13,848.6 20000.0 559.6 27.0 0.014 0.431 0.856 10427.0 20000.0 693.3 24.4 21 10.0 10.5 20.5 ADD (3) #5 1.031 0.625 0.006 0.310 0.897 14,189.5 20000.0 561.2 28.0 0.013 0.418 0.861 12130.1 20000.0 766.6 25.6 22 10.5 11.0 20.5 ADD (3) #5 1.031 0.625 0.006 0.310 0.897 11,651.0 20000.0 460.8 30.1 0.013 0.418 0.861 10794.2 20000.0 682.2 28.9 Sec H1 ft. H2 ft. t in. d1 in. d2 in. SOIL LOADS SOIL+LOADS j WATER Sec H1 ft. H2 ft. t in. Vertical Steel As in2 Ds in. SOIL + LOADS WATER r k j r k 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\540 [22v1].pdf 12/07/2022 07:49:36 AM © Pool Engineering, Inc. 2023, Page 12 of 20 t±tt pool j \d±Wf: engineeri_ng inc. RESISTING MOMENTS cont.2'-6" R.B.B. WALL LOADED BY WATER PRESSUREgSOIL60pcfH11.0 ft RBB 2.5 ft R 5.0 ft Section 13 14 15 16 17 18 19 20 21 22 RM H2 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 11.0 Weight 71.43 77.28 83.80 91.01 95.80 103.91 116.96 134.64 161.27 982.43 1 0.5 75.0 37.50 2 1.0 56.3 6.25 3 1.5 37.5 15.63 4 2.0 37.5 25.00 5 2.5 37.5 34.38 6 3.0 37.5 43.75 7 3.5 37.5 53.13 8 4.0 37.5 62.50 9 4.5 37.5 71.88 10 5.0 46.9 190.63 11 5.5 59.4 253.30 12 6.0 65.6 326.39 13 6.5 71.4 0.50 ...35.51 389.24 14 7.0 77.3 0.50 0.54 ...35.94 41.36 434.51 15 7.5 83.8 0.47 0.50 0.54 ...33.31 38.51 44.99 453.14 16 8.0 91.0 0.37 0.40 0.44 0.55 ...26.10 30.71 36.54 49.66 422.25 17 8.5 95.8 0.17 0.21 0.24 0.35 0.54 ...12.42 15.91 20.49 32.23 51.81 303.81 18 9.0 103.9 0.00 0.03 0.07 0.18 0.36 0.60 ...-0.20 2.25 5.67 16.14 34.87 62.46 192.15 19 9.5 117.0 -0.23 -0.20 -0.16 -0.05 0.13 0.37 0.66 ...-16.70 -15.60 -13.67 -4.87 12.75 38.47 77.37 18.10 20 10.0 134.6 -0.51 -0.48 -0.44 -0.33 -0.15 0.09 0.38 0.76 ...-36.60 -37.13 -37.03 -30.23 -13.94 9.52 44.78 102.62 -215.28 21 10.5 161.3 -0.84 -0.81 -0.77 -0.66 -0.47 -0.24 0.05 0.43 0.94 ...-60.03 -62.48 -64.51 -60.08 -45.37 -24.56 6.42 58.46 150.92 -504.00 22 11.0 982.4 -1.22 -1.19 -1.15 -1.04 -0.85 -0.61 -0.32 0.06 0.56 2.31 ...-87.05 -91.72 -96.22 -94.51 -81.61 -63.88 -37.84 7.51 89.90 2272.24 1200.03 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\540 [22v1].pdf 12/07/2022 07:49:36 AM © Pool Engineering, Inc. 2023, Page 13 of 20 t±tt pool j ~ engineeri_ng inc . .____ _ ___.I .___I _ ____. - RESISTING MOMENTS cont.NO R.B.B. WALL LOADED BY WATER PRESSURE g SOIL 60 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Section 13 14 15 16 17 RM H2 6.5 7.0 7.5 8.0 8.5 Weight 75.24 88.96 106.57 127.49 629.23 1 0.5 75.0 37.50 2 1.0 56.3 6.25 3 1.5 37.5 15.63 4 2.0 37.5 25.00 5 2.5 37.5 34.38 6 3.0 39.1 55.51 7 3.5 43.8 93.64 8 4.0 46.9 100.37 9 4.5 49.5 116.35 10 5.0 54.4 94.16 11 5.5 57.6 66.84 12 6.0 67.2 24.79 13 6.5 75.2 0.40 ...29.90 -74.15 14 7.0 89.0 0.22 0.50 ...16.27 44.90 -152.01 15 7.5 106.6 -0.11 0.18 0.55 ...-8.36 15.78 58.75 -344.09 16 8.0 127.5 -0.56 -0.27 0.11 0.65 ...-41.76 -23.71 11.43 83.13 -648.51 17 8.5 629.2 -1.11 -0.82 -0.45 0.09 1.86 ...-83.74 -73.34 -48.04 11.99 1167.30 -39.48 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\540 [22v1].pdf 12/07/2022 07:49:36 AM © Pool Engineering, Inc. 2023, Page 14 of 20 t±tt pool j ~ engineeri_ng me . .____ _ ____.I I.....___ _ _____, - RESISTING MOMENTS 2'-6" R.B.B. WALL LOADED BY WATER PRESSURE g SOIL 60 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft Section 1 2 3 4 5 6 7 8 9 10 11 12 RM H2 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Weight 75.00 56.25 37.50 37.50 37.50 37.50 37.50 37.50 37.50 46.88 59.38 65.63 1 0.5 75.0 0.50 37.50 37.50 2 1.0 56.3 0.00 0.11 0.00 6.25 6.25 3 1.5 37.5 0.00 0.11 0.25 0.00 6.25 9.38 15.63 4 2.0 37.5 0.00 0.11 0.25 0.25 0.00 6.25 9.38 9.38 25.00 5 2.5 37.5 0.00 0.11 0.25 0.25 0.25 0.00 6.25 9.38 9.38 9.38 34.38 6 3.0 37.5 0.00 0.11 0.25 0.25 0.25 0.25 0.00 6.25 9.38 9.38 9.38 9.38 43.75 7 3.5 37.5 0.00 0.11 0.25 0.25 0.25 0.25 0.25 0.00 6.25 9.38 9.38 9.38 9.38 9.38 53.13 8 4.0 37.5 0.00 0.11 0.25 0.25 0.25 0.25 0.25 0.25 0.00 6.25 9.38 9.38 9.38 9.38 9.38 9.38 62.50 9 4.5 37.5 0.00 0.11 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.00 6.25 9.38 9.38 9.38 9.38 9.38 9.38 9.38 71.88 10 5.0 46.9 0.25 0.36 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.43 18.75 20.31 18.75 18.75 18.75 18.75 18.75 18.75 18.75 20.31 190.63 11 5.5 59.4 0.33 0.44 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.52 0.44 25.00 25.00 21.88 21.88 21.88 21.88 21.88 21.88 21.88 24.22 25.95 253.30 12 6.0 65.6 0.42 0.53 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.60 0.52 0.48 31.25 29.69 25.00 25.00 25.00 25.00 25.00 25.00 25.00 28.13 30.90 31.42 ...326.39 13 6.5 71.4 0.47 0.58 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.65 0.57 0.53 34.88 32.41 26.81 26.81 26.81 26.81 26.81 26.81 26.81 30.39 33.77 34.60 ...389.24 14 7.0 77.3 0.47 0.58 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.65 0.57 0.53 35.34 32.75 27.04 27.04 27.04 27.04 27.04 27.04 27.04 30.68 34.14 35.00 ...434.51 15 7.5 83.8 0.43 0.55 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.62 0.54 0.50 32.57 30.68 25.66 25.66 25.66 25.66 25.66 25.66 25.66 28.95 31.95 32.58 ...453.14 16 8.0 91.0 0.33 0.44 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.52 0.44 0.40 25.00 25.00 21.87 21.87 21.87 21.87 21.87 21.87 21.87 24.22 25.95 25.95 ...422.25 17 8.5 95.8 0.14 0.25 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.33 0.25 0.20 10.64 14.23 14.69 14.69 14.69 14.69 14.69 14.69 14.69 15.24 14.59 13.39 ...303.81 18 9.0 103.9 -0.03 0.08 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.15 0.07 0.03 -2.62 4.29 8.07 8.07 8.07 8.07 8.07 8.07 8.07 6.96 4.09 1.79 ...192.15 19 9.5 117.0 -0.27 -0.15 -0.02 -0.02 -0.02 -0.02 -0.02 -0.02 -0.02 -0.08 -0.16 -0.20 -19.94 -8.70 -0.59 -0.59 -0.59 -0.59 -0.59 -0.59 -0.59 -3.87 -9.62 -13.37 ...18.10 20 10.0 134.6 -0.54 -0.43 -0.29 -0.29 -0.29 -0.29 -0.29 -0.29 -0.29 -0.36 -0.44 -0.48 -40.84 -24.38 -11.04 -11.04 -11.04 -11.04 -11.04 -11.04 -11.04 -16.93 -26.17 -31.65 ...-215.28 21 10.5 161.3 -0.87 -0.76 -0.62 -0.62 -0.62 -0.62 -0.62 -0.62 -0.62 -0.69 -0.77 -0.81 -65.43 -42.83 -23.34 -23.34 -23.34 -23.34 -23.34 -23.34 -23.34 -32.30 -45.64 -53.17 ...-504.00 22 11.0 982.4 -1.25 -1.14 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 -1.07 -1.15 -1.19 -93.81 -64.11 -37.53 -37.53 -37.53 -37.53 -37.53 -37.53 -37.53 -50.04 -68.10 -78.01 ...1200.03 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\540 [22v1].pdf 12/07/2022 07:49:36 AM © Pool Engineering, Inc. 2023, Page 15 of 20 t±tt pool j \±±Wt engineer~ng me. -- RESISTING MOMENTS NO R.B.B. WALL LOADED BY WATER PRESSURE g SOIL 60 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Section 1 2 3 4 5 6 7 8 9 10 11 12 RM H2 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Weight 75.00 56.25 37.50 37.50 37.50 39.06 43.75 46.94 49.47 54.45 57.60 67.19 1 0.5 75.0 0.50 37.50 37.50 2 1.0 56.3 0.00 0.11 0.00 6.25 6.25 3 1.5 37.5 0.00 0.11 0.25 0.00 6.25 9.38 15.63 4 2.0 37.5 0.00 0.11 0.25 0.25 0.00 6.25 9.38 9.38 25.00 5 2.5 37.5 0.00 0.11 0.25 0.25 0.25 0.00 6.25 9.38 9.38 9.38 34.38 6 3.0 39.1 0.04 0.15 0.29 0.29 0.29 0.28 3.13 8.59 10.94 10.94 10.94 10.98 55.51 7 3.5 43.8 0.13 0.24 0.38 0.38 0.38 0.36 0.33 9.38 13.28 14.06 14.06 14.06 14.24 14.56 93.64 8 4.0 46.9 0.10 0.21 0.35 0.35 0.35 0.34 0.31 0.30 7.71 12.03 13.23 13.23 13.23 13.37 13.59 14.00 100.37 9 4.5 49.5 0.10 0.21 0.35 0.35 0.35 0.34 0.31 0.29 0.35 7.47 11.85 13.11 13.11 13.11 13.24 13.45 13.85 17.16 116.35 10 5.0 54.4 0.01 0.12 0.26 0.26 0.26 0.25 0.22 0.20 0.26 0.31 0.58 6.68 9.66 9.66 9.66 9.66 9.43 9.54 12.62 16.66 94.16 11 5.5 57.6 -0.09 0.02 0.16 0.16 0.16 0.15 0.12 0.10 0.16 0.21 0.34 -6.83 1.13 5.96 5.96 5.96 5.80 5.11 4.90 7.73 11.28 19.86 66.84 12 6.0 67.2 -0.22 -0.11 0.03 0.03 0.03 0.02 -0.01 -0.02 0.03 0.08 0.22 0.37 -16.26 -5.94 1.25 1.25 1.25 0.89 -0.39 -1.00 1.51 4.44 12.62 25.19 ...24.79 13 6.5 75.2 -0.43 -0.32 -0.18 -0.18 -0.18 -0.19 -0.22 -0.24 -0.18 -0.13 0.01 0.16 -32.30 -17.98 -6.78 -6.78 -6.78 -7.47 -9.75 -11.05 -9.07 -7.21 0.29 10.81 ...-74.15 14 7.0 89.0 -0.61 -0.50 -0.36 -0.36 -0.36 -0.37 -0.40 -0.42 -0.36 -0.31 -0.18 -0.02 -45.89 -28.17 -13.57 -13.57 -13.57 -14.55 -17.68 -19.55 -18.04 -17.08 -10.14 -1.36 ...-152.01 15 7.5 106.6 -0.94 -0.83 -0.69 -0.69 -0.69 -0.70 -0.73 -0.74 -0.69 -0.64 -0.50 -0.35 -70.44 -46.58 -25.84 -25.84 -25.84 -27.33 -32.00 -34.92 -34.23 -34.90 -28.99 -23.35 ...-344.09 16 8.0 127.5 -1.38 -1.27 -1.13 -1.13 -1.13 -1.14 -1.18 -1.19 -1.14 -1.08 -0.95 -0.79 -103.73 -71.55 -42.49 -42.49 -42.49 -44.67 -51.42 -55.76 -56.19 -59.07 -54.57 -53.18 ...-648.51 17 8.5 629.2 -1.94 -1.83 -1.69 -1.69 -1.69 -1.70 -1.73 -1.75 -1.69 -1.64 -1.51 -1.35 -145.58 -102.94 -63.42 -63.42 -63.42 -66.47 -75.83 -81.95 -83.79 -89.45 -86.71 -90.67 ...-39.48 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\540 [22v1].pdf 12/07/2022 07:49:36 AM © Pool Engineering, Inc. 2023, Page 16 of 20 t±tt pool j ~ engineeri_ng me. - RESISTING MOMENTS cont.2'-6" R.B.B. WALL LOADED BY EARTH PRESSURE g SOIL 60 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft Section 13 14 15 16 17 18 19 20 21 22 RM H2 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 11.0 Weight 71.43 77.28 83.80 91.01 95.80 103.91 116.96 134.64 161.27 982.43 1 0.5 75.0 -37.50 2 1.0 56.3 -59.38 3 1.5 37.5 -68.75 4 2.0 37.5 -78.13 5 2.5 37.5 -87.50 6 3.0 37.5 -96.88 7 3.5 37.5 -106.25 8 4.0 37.5 -115.63 9 4.5 37.5 -125.00 10 5.0 46.9 -139.84 11 5.5 59.4 -163.37 12 6.0 65.6 -192.10 13 6.5 71.4 0.49 ...35.21 -241.49 14 7.0 77.3 0.57 0.54 ...40.64 41.50 -331.38 15 7.5 83.8 0.70 0.67 0.63 ...49.87 51.49 52.60 -476.33 16 8.0 91.0 0.89 0.85 0.81 0.71 ...63.24 65.95 68.28 64.17 -689.85 17 8.5 95.8 1.14 1.11 1.07 0.96 0.77 ...81.27 85.46 89.43 87.15 73.86 -988.17 18 9.0 103.9 1.47 1.44 1.40 1.29 1.10 0.86 ...104.85 110.98 117.10 117.19 105.49 89.77 -1403.10 19 9.5 117.0 1.90 1.87 1.83 1.72 1.53 1.29 1.00 ...135.51 144.15 153.07 156.26 146.61 134.38 117.19 -1987.73 20 10.0 134.6 2.47 2.44 2.40 2.29 2.10 1.86 1.57 1.19 ...176.28 188.26 200.90 208.20 201.29 193.69 183.94 160.68 -2836.58 21 10.5 161.3 3.29 3.26 3.22 3.11 2.92 2.68 2.39 2.01 1.51 ...234.89 251.67 269.66 282.88 279.90 278.95 279.91 271.16 243.88 -4180.38 22 11.0 982.4 5.47 5.44 5.40 5.29 5.10 4.86 4.57 4.19 3.69 1.94 ...390.57 420.10 452.30 481.22 488.70 505.42 534.82 564.60 595.36 1902.30 -9355.62 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\540 [22v1].pdf 12/07/2022 07:49:36 AM © Pool Engineering, Inc. 2023, Page 17 of 20 t±tt pool j \J±W±: engineeri_ng inc . ..___ _ ____.I ,___I __ _____. --- RESISTING MOMENTS cont.NO R.B.B. WALL LOADED BY EARTH PRESSURE g SOIL 60 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Section 13 14 15 16 17 RM H2 6.5 7.0 7.5 8.0 8.5 Weight 75.24 88.96 106.57 127.49 629.23 1 0.5 75.0 -37.50 2 1.0 56.3 -59.38 3 1.5 37.5 -68.75 4 2.0 37.5 -78.13 5 2.5 37.5 -87.50 6 3.0 39.1 -97.68 7 3.5 43.8 -110.46 8 4.0 46.9 -134.12 9 4.5 49.5 -179.99 10 5.0 54.4 -258.20 11 5.5 57.6 -375.28 12 6.0 67.2 -549.20 13 6.5 75.2 0.67 ...50.55 -798.56 14 7.0 89.0 1.10 0.81 ...82.85 72.29 -1161.68 15 7.5 106.6 1.67 1.38 1.01 ...125.79 123.06 107.60 -1706.68 16 8.0 127.5 2.49 2.20 1.83 1.29 ...187.53 196.05 195.05 163.87 -2586.88 17 8.5 629.2 4.67 4.38 4.01 3.46 1.70 ...351.51 389.93 427.32 441.73 1072.07 -5839.44 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\540 [22v1].pdf 12/07/2022 07:49:36 AM © Pool Engineering, Inc. 2023, Page 18 of 20 t±tt pool j \t±Wt engineeri_ng me. - RESISTING MOMENTS 2'-6" R.B.B. WALL LOADED BY EARTH PRESSURE g SOIL 60 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft Section 1 2 3 4 5 6 7 8 9 10 11 12 RM H2 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Weight 75.00 56.25 37.50 37.50 37.50 37.50 37.50 37.50 37.50 46.88 59.38 65.63 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 56.3 0.50 0.39 37.50 21.88 -59.38 3 1.5 37.5 0.50 0.39 0.25 37.50 21.88 9.38 -68.75 4 2.0 37.5 0.50 0.39 0.25 0.25 37.50 21.88 9.38 9.38 -78.13 5 2.5 37.5 0.50 0.39 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 -87.50 6 3.0 37.5 0.50 0.39 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 -96.88 7 3.5 37.5 0.50 0.39 0.25 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 9.38 -106.25 8 4.0 37.5 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 -115.63 9 4.5 37.5 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 9.38 -125.00 10 5.0 46.9 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.32 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 9.38 14.84 -139.84 11 5.5 59.4 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.32 0.40 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 9.38 14.84 23.52 -163.37 12 6.0 65.6 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.32 0.40 0.44 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 9.38 14.84 23.52 28.73 ...-192.10 13 6.5 71.4 0.53 0.41 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.34 0.42 0.46 39.38 23.28 10.31 10.31 10.31 10.31 10.31 10.31 10.31 16.02 25.01 30.38 ...-241.49 14 7.0 77.3 0.60 0.49 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.42 0.50 0.54 45.08 27.56 13.16 13.16 13.16 13.16 13.16 13.16 13.16 19.58 29.52 35.36 ...-331.38 15 7.5 83.8 0.73 0.62 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.55 0.63 0.67 54.77 34.83 18.01 18.01 18.01 18.01 18.01 18.01 18.01 25.64 37.20 43.85 ...-476.33 16 8.0 91.0 0.92 0.81 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.73 0.81 0.86 68.81 45.36 25.03 25.03 25.03 25.03 25.03 25.03 25.03 34.41 48.31 56.13 ...-689.85 17 8.5 95.8 1.17 1.06 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.99 1.07 1.11 87.74 59.56 34.50 34.50 34.50 34.50 34.50 34.50 34.50 46.24 63.30 72.69 ...-988.17 18 9.0 103.9 1.50 1.39 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.32 1.40 1.44 112.50 78.12 46.87 46.87 46.87 46.87 46.87 46.87 46.87 61.72 82.90 94.36 ...-1403.10 19 9.5 117.0 1.93 1.82 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.75 1.83 1.87 144.70 102.27 62.97 62.97 62.97 62.97 62.97 62.97 62.97 81.84 108.39 122.53 ...-1987.73 20 10.0 134.6 2.50 2.39 2.25 2.25 2.25 2.25 2.25 2.25 2.25 2.32 2.40 2.44 187.50 134.37 84.37 84.37 84.37 84.37 84.37 84.37 84.37 108.59 142.27 159.98 ...-2836.58 21 10.5 161.3 3.32 3.21 3.07 3.07 3.07 3.07 3.07 3.07 3.07 3.14 3.22 3.26 249.04 180.53 115.15 115.15 115.15 115.15 115.15 115.15 115.15 147.06 190.99 213.83 ...-4180.38 22 11.0 982.4 5.50 5.39 5.25 5.25 5.25 5.25 5.25 5.25 5.25 5.32 5.40 5.44 412.50 303.13 196.88 196.88 196.88 196.88 196.88 196.88 196.88 249.22 320.40 356.86 ...-9355.62 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\540 [22v1].pdf 12/07/2022 07:49:36 AM © Pool Engineering, Inc. 2023, Page 19 of 20 t±tt pool j ~ engineer~ng me. -! - RESISTING MOMENTS NO R.B.B. WALL LOADED BY EARTH PRESSURE g SOIL 60 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Section 1 2 3 4 5 6 7 8 9 10 11 12 RM H2 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Weight 75.00 56.25 37.50 37.50 37.50 39.06 43.75 46.94 49.47 54.45 57.60 67.19 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 56.3 0.50 0.39 37.50 21.88 -59.38 3 1.5 37.5 0.50 0.39 0.25 37.50 21.88 9.38 -68.75 4 2.0 37.5 0.50 0.39 0.25 0.25 37.50 21.88 9.38 9.38 -78.13 5 2.5 37.5 0.50 0.39 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 -87.50 6 3.0 39.1 0.50 0.39 0.25 0.25 0.25 0.26 37.50 21.88 9.38 9.38 9.38 10.18 -97.68 7 3.5 43.8 0.50 0.39 0.25 0.25 0.25 0.26 0.29 37.50 21.88 9.38 9.38 9.38 10.18 12.78 -110.46 8 4.0 46.9 0.53 0.41 0.28 0.28 0.28 0.29 0.32 0.33 39.38 23.28 10.31 10.31 10.31 11.16 13.88 15.48 -134.12 9 4.5 49.5 0.60 0.49 0.35 0.35 0.35 0.36 0.39 0.41 0.35 45.08 27.56 13.16 13.16 13.16 14.12 17.20 19.04 17.50 -179.99 10 5.0 54.4 0.73 0.62 0.48 0.48 0.48 0.49 0.52 0.53 0.48 0.43 54.77 34.83 18.01 18.01 18.01 19.17 22.86 25.11 23.89 23.53 -258.20 11 5.5 57.6 0.92 0.81 0.67 0.67 0.67 0.68 0.71 0.72 0.67 0.62 0.48 68.81 45.36 25.03 25.03 25.03 26.48 31.04 33.90 33.15 33.71 27.74 -375.28 12 6.0 67.2 1.17 1.06 0.92 0.92 0.92 0.93 0.96 0.97 0.92 0.87 0.73 0.58 87.74 59.56 34.50 34.50 34.50 36.34 42.09 45.75 45.64 47.46 42.28 38.85 ...-549.20 13 6.5 75.2 1.50 1.39 1.25 1.25 1.25 1.26 1.29 1.30 1.25 1.20 1.06 0.91 112.50 78.12 46.87 46.87 46.87 49.24 56.53 61.24 61.97 65.43 61.30 61.03 ...-798.56 14 7.0 89.0 1.93 1.82 1.68 1.68 1.68 1.69 1.72 1.73 1.68 1.63 1.49 1.34 144.70 102.27 62.97 62.97 62.97 66.01 75.31 81.40 83.21 88.81 86.03 89.88 ...-1161.68 15 7.5 106.6 2.50 2.39 2.25 2.25 2.25 2.26 2.29 2.30 2.25 2.20 2.06 1.91 187.50 134.37 84.37 84.37 84.37 88.30 100.28 108.19 111.44 119.88 118.90 128.22 ...-1706.68 16 8.0 127.5 3.32 3.21 3.07 3.07 3.07 3.08 3.11 3.13 3.07 3.02 2.88 2.73 249.04 180.53 115.15 115.15 115.15 120.36 136.18 146.71 152.03 164.56 166.17 183.35 ...-2586.88 17 8.5 629.2 5.50 5.39 5.25 5.25 5.25 5.26 5.29 5.30 5.25 5.20 5.06 4.91 412.50 303.13 196.88 196.88 196.88 205.49 231.53 249.02 259.85 283.23 291.71 329.79 ...-5839.44 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\540 [22v1].pdf 12/07/2022 07:49:36 AM © Pool Engineering, Inc. 2023, Page 20 of 20 t±tt pool j ~ engineer~ng me. ! - FOR DETAIL #551 OUT OF GRADE FREESTANDING WALL EXPANSIVE SOIL EQUIVALENT FLUID PRESSURE = 60pcf PREPARED IN ACCORDANCE WITH THE 2022 CALIFORNIA BUILDING CODE (2021 INTERNATIONAL BUILDING CODE) CONCRETE f’c = 2500psi REINFORCING fy = 40000psi (Grade 40) 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 STRUCTURAL CALCULATIONS W:\Details\Release\Calcs 2022\551 [22v1].pdf 12/08/2022 03:34:37 PM © Pool Engineering, Inc. 2023, Page 1 of 18 Digitally signed by Todd Lacher on 08/17/2023 - 1692255600 - 23-05612-dg ,-.....+-----at-+-pool '1::::1_-t-t_-t-t_--t-___ engineering FOR USE ONLY AT: 2831 Lido Pl Carlsbad, CA 92008-1152 08/17/2023 23-05612-dg SWIMMING POOL CALCULATIONS NOTATION : specific compressive strength of concrete (psi) ωc : weight of concrete (pcf) : allowable extreme fiber stress in compression for concrete (psi) : permissible shear stress carried by concrete (psi) : modulus of elasticity of concrete (psi) fy = 40000 : specified yield strength of reinforcement (psi) fsall = 20000 [GRADE 40, 50], 24000 [GRADE 60]: permissible tensile strength in reinf. (psi) Es = 29000000 : modulus of elasticity of reinforcement (psi) γs : equivalent fluid pressure of soil (pcf) : modular ratio of elasticity b : width of compression face of member (in) cover : 3 in. minimum for Concrete cast against and permanently exposed to earth. SEE CALCULATION METHODOLOGY: H : total height of pool wall including bond beam (ft) RBB : distance from top of bond beam to surface of water (ft.) R : Radius of pool wall curvature (ft) t : thickness of pool wall at particular height (in) d1 = t - d2 : distance from extreme compression fiber to centroid of tension reinforcement (in) : d necessary to resist earth pressure and additional load due to vertical surcharge d2 = cover + (Ds/2): distance from extreme compression fiber to centroid of tension reinforcement (in) : d necessary to resist water pressure H1 : top depth of particular section (ft)H2 : bottom depth of particular section (ft) Hw : water depth (ft) : over-turning moment (ft-lbs) : shear (lbs) MR : Moment Resisting (ft-lbs) MT = OTM + MR : Net Moment (ft-lbs) VT = V : Net Shear (lbs) As : area of nonprestressed tension reinforcement (in2) Ds : Diameter of reinforcement (in) : ratio of tension reinforcement : average stress in the steel (psi) : maximum compressive stress at the top of the compressive zone (psi) : design shear stress (psi) 2 2fc = TM j kbd υ = TV bd ′ccE = 57000 f υ ′cc = 1.1 f ′cf S C En = E ′all cfc = 0.45f γ 3 2, 1OTM = 6 WH ρ = sA bd ρρρ+−2k = ( ) 2nnn −j = 1 3 k fs = T s M A jd γ 2 2, 1V = 2 WH 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\551 [22v1].pdf 12/08/2022 03:34:37 PM © Pool Engineering, Inc. 2023, Page 2 of 18 ,-.....+-----at-----+-pool ~_-t-t_-t-t_--t-___ en g i neeri ng 12 0 1 N . T u s t i n A v e n u e An a h e i m , C A 9 2 8 0 7 Fa x : ( 7 1 4 ) 6 3 0 -61 1 4 Ph o n e : ( 7 1 4 ) 6 3 0 -61 0 0 W: \ D e t a i l s \ R e l e a s e \ C a l c s 2 0 2 2 \ 5 5 1 [ 2 2 v 1 ] . p d f 12 / 0 8 / 2 0 2 2 0 3 : 3 4 : 3 7 P M © P o o l E n g i n e e r i n g , I n c . 2 0 2 3 , P a g e 3 o f 1 8 Ron Lacher, R.C.E. 1201 N. Tustin Ave. Anaheim, California 92807 Fax: (714) 630-6114 DETAIL #501: FREESTANDING POOL WALL "' I ~ "' I Phone: (714) 630-6100 ---------,l\'iillliiilrn............,.I :E 3 4 5 Cl Ill < "' 71 -t_WAlER LINE. B VERTICAL SlEEL 11'1 "'-HORIZONTAL SlEEL 12 ~~ 14 +------'k---------,1-------<u A - - - - - - - - - - - - --8 LOAD DIAGRAM DUE TO EARTH PRESSURE (LOAD CASE I) NET MOM = OTM SOI. + OTM LOAD -M RESISTING DETERMINE OTM AND V DUE TO 'Ys OTMA = (1 /2 'Ys H~ )(H2 /3) = 1 /6 'Ys H~ VA= 1/2 'Ys H~ I ' " EQUIVALENT FLUID PRESSURE= 60 P.C.F. CALCULATION METHODOLOGY I I I ~ Gl II~ ~ f2 1/2 'Yw H! ~ I ~ I ---t-----------8@ \ ., ., 1 I I I r Lr r ~ LOAD DIAGRAM DUE TO FLUID PRESSURE (LOAD CASE II) NET MOM = OTM SOI. + OTM LOAD -M RESISTING DETERMINE OTM AND V DUE TO 'Yw OTM8 = (1 /2 'Yw H!)(Hw/3) = 1 /6 'Yw H~ V8 = 1 /2 'Yw H! (I) ,, :::, 0 ce. 2. :::, (I) (I) ~-:::, cc RESISTING MOMENT METHODOLOGY WALL LOADED BY EARTH PRESSURE A Δ1 Δ2 Δ3 Δ4 Δ5 Δ6 Δ7 Δ8 Δ9 Δ10 Δ11 Δ12 Δ13 Δ17 Δ16 Δ15 Δ14 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 W17LOAD DIAGRAM DUE TO EARTH PRESSURE Determine RM about point A: Wn = ωcAnRMA = W1Δ1+W2Δ2+...WnΔnPoint A can be any point on inside of pool wall. 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\551 [22v1].pdf 12/08/2022 03:34:37 PM © Pool Engineering, Inc. 2023, Page 4 of 18 ,-.....+-----at-----+-pool ~_-t-_tt_t-___ engineering RESISTING MOMENT METHODOLOGY WALL LOADED BY WATER PRESSURE B Δ1 Δ2 Δ3 Δ4 Δ5 Δ6 Δ7 Δ8 Δ9 Δ10 Δ11 Δ12 Δ13 Δ17 Δ16 Δ15 Δ14 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 W17 LOAD DIAGRAM DUE TO WATER PRESSURE Determine RM about point B: Wn = ωcAnRMB = W1Δ1+W2Δ2+...WnΔnPoint B can be any point on outside of pool wall. 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\551 [22v1].pdf 12/08/2022 03:34:37 PM © Pool Engineering, Inc. 2023, Page 5 of 18 ,-.....+-----at-----+-pool ~_-t-_tt_t-__ engineering SAMPLE CALCULATIONS SECTION 13, NO R.B.B. Demonstrating methodology used to calculate results shown in summary tables. = 2500 psi ωc = 150 pcf = 1125 psi = 55.0 psi = 2850000 psi fy = 40000 psi fsall = 20000 psi Es =2.9E+07 psi γs =60 pcf γw =62.4 pcf n = Es/Ec = 10.18 b = 12 in cover =3 in H = 8.5 ft Try wall thickness t = 9.5 in at a depth of H2 =6.5 ft Try vertical steel = ADD (3) #4 Ds =0.500 in As =0.699 in2 d1 = t - d2 =4.00 in d2 = cover + (Ds/2)5.50 in = 2746 ft-lb Overturning moment due to earth pressure = 1268 lb Shear due to earth pressure ′cf ′all cfc = 0.45f υ ′cc = 1.1 f ′ccE = 57000 f γ 3SOIL2 1OTM = 6 s H γ 2TSOIL 2 1V = V = 2 s H 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\551 [22v1].pdf 12/08/2022 03:34:37 PM © Pool Engineering, Inc. 2023, Page 6 of 18 ,-.....+-----at-----+-pool ~_-t-t_-t-t_--t-___ en g i neeri ng SAMPLE CALCULATIONS (CONT.) SECTION 13, NO R.B.B. Demonstrating methodology used to calculate results shown in summary tables. MR = -724 ft-lb Resisting moment due to weight of pool wall. (wall loaded by earth pressure) MT = OTMsoil + MR =2022 ft-lb SEE POOL WALL SUMMARY = 0.015 = 0.416 = 0.861 = 10068.9 psi < 20000 psi OK = 705.2 psi < 1125 psi OK = 26.4 psi < 55.0 psi OK = -2856 ft-lb Overturning moment due to water pressure = -1318 lb Shear due to water pressure MR = -127 ft-lb Resisting moment due to weight of pool wall. (wall loaded by water pressure) MT = OTMwater + MR =-2983 ft-lb SEE POOL WALL SUMMARY = 0.011 = 0.369 = 0.877 = 10607.7 psi < 20000 psi OK = 609.5 psi < 1125 psi OK = 20.0 psi < 55.0 psi OK ρ = sA bd ρ ρρ+−2k = ( ) 2nnn −j = 1 3 k 1 fs = T s M A jd 2 1 2fc = TM j kbd 1 = TV bdυ 3 water 1OTM = 6 wwHγ 2 Twater 1V = V = 2 wwHγ ρ = sA bd ρρρ+−2k = ( ) 2nnn −j = 1 3 k 2 fs = T s M A jd 2 2 2fc = TM j kbd 2 = TV bdυ 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\551 [22v1].pdf 12/08/2022 03:34:37 PM © Pool Engineering, Inc. 2023, Page 7 of 18 ,-.....+-----at-----+-pool ~_-t-t_-t-t_--t-___ en g i neeri ng SAMPLE CALCULATIONS SECTION 13, NO R.B.B. RESISTING MOMENT METHODOLOGY WALL LOADED BY EARTH PRESSURE A1=0.500 ft2 1.500 W1=75.00 lb M1=-112.50 ft-lb A2=0.375 ft2 1.389 W2=56.25 lb M2=-78.12 ft-lb A3=0.250 ft2 1.250 W3=37.50 lb M3=-46.87 ft-lb A4=0.250 ft2 1.250 W4=37.50 lbM4=-46.87 ft-lb A5=0.250 ft2 1.250 W5=37.50 lbM5=-46.87 ft-lb A6=0.250 ft2 1.250 W6=37.50 lbM6=-46.87 ft-lb A7=0.250 ft2 1.250 W7=37.50 lb M7=-46.87 ft-lb A8=0.250 ft2 1.242 W8=37.56 lb M8=-46.65 ft-lb A9=0.260 ft2 1.184 W9=39.06 lb M9=-46.26 ft-lb A10=0.295 ft2 1.133 W10=44.31 lb M10=-50.22 ft-lb A11=0.359 ft2 1.038W11=53.80 lb M11=-55.86 ft-lb A12=0.425 ft2 0.886W12=63.80 lb M12=-56.52 ft-lb A13=0.461 ft2 0.632 W13=69.13 lb M13=-43.68 ft-lb RMA= M1+M2+M3+M4+M5+M6+M7+M8 +M9+M10+M11+M12+M13 = -724.18 ft-lb 1 2 3 4 5 6 7 8 9 10 11 12 13 A 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\551 [22v1].pdf 12/08/2022 03:34:37 PM © Pool Engineering, Inc. 2023, Page 8 of 18 ,-.....+-----at-----+-pool ~_-t-t_-t-t_--t-___ en g i neeri ng 0 POOL WALL SUMMARY NO R.B.B. γ SO 60 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft OTM MR MT V OTM MR MT V ft-lb ft-lb ft-lb lb ft-lb ft-lb ft-lb lb 1 0.0 0.5 12.0 9.00 3.00 1 -38 -36 8 -1 38 36 -8 #3 @ 12" 0.110 0.375 2 0.5 1.0 6.0 3.00 3.00 10 -59 -49 30 -10 6 -4 -31 #3 @ 12" 0.110 0.375 3 1.0 1.5 6.0 3.00 3.00 34 -69 -35 68 -35 16 -19 -70 #3 @ 12" 0.110 0.375 4 1.5 2.0 6.0 3.00 3.00 80 -78 2 120 -83 25 -58 -125 #3 @ 12" 0.110 0.375 5 2.0 2.5 6.0 3.00 3.00 156 -88 69 188 -163 34 -128 -195 #3 @ 12" 0.110 0.375 6 2.5 3.0 6.0 3.00 3.00 270 -97 173 270 -281 44 -237 -281 #3 @ 12" 0.110 0.375 7 3.0 3.5 6.0 3.00 3.00 429 -106 323 368 -446 53 -393 -382 #3 @ 12" 0.110 0.375 8 3.5 4.0 6.0 3.00 3.00 640 -124 516 480 -666 55 -611 -499 #3 @ 6" 0.221 0.375 9 4.0 4.5 6.5 3.00 3.50 911 -162 749 608 -948 52 -895 -632 #3 @ 6" 0.221 0.375 10 4.5 5.0 8.0 3.50 4.50 1250 -230 1020 750 -1300 57 -1243 -780 #3 @ 6" 0.221 0.375 11 5.0 5.5 9.5 4.00 5.50 1664 -336 1327 908 -1730 51 -1679 -944 #3 @ 6" 0.221 0.375 12 5.5 6.0 9.5 4.00 5.50 2160 -497 1663 1080 -2246 2 -2245 -1123 ADD (3) #4 0.699 0.500 13 6.0 6.5 9.5 4.00 5.50 2746 -724 2022 1268 -2856 -127 -2983 -1318 ADD (3) #4 0.699 0.500 14 6.5 7.0 9.5 4.00 5.50 3430 -1046 2384 1470 -3567 -315 -3882 -1529 ADD (3) #4 0.699 0.500 15 7.0 7.5 9.5 4.00 5.50 4219 -1514 2705 1688 -4388 -585 -4973 -1755 ADD (3) #4 0.699 0.500 16 7.5 8.0 10.5 4.00 6.50 5120 -2259 2861 1920 -5325 -971 -6296 -1997 ADD (3) #4 0.699 0.500 17 8.0 8.5 11.5 4.00 7.50 6141 -4820 1321 2168 -6387 -888 -7275 -2254 ADD (3) #4 0.699 0.500 fs fsall fc ν fs fsall fc ν psi psi psi psi psi psi psi psi 1 0.0 0.5 12.0 0.001 0.134 0.955 -458.1 20000.0 -7.0 0.1 0.003 0.221 0.926 1415.1 20000.0 39.4 0.2 2 0.5 1.0 6.0 0.003 0.221 0.926 -1930.1 20000.0 -53.7 0.8 0.003 0.221 0.926 162.2 20000.0 4.5 0.9 3 1.0 1.5 6.0 0.003 0.221 0.926 -1368.2 20000.0 -38.1 1.9 0.003 0.221 0.926 761.3 20000.0 21.2 1.9 4 1.5 2.0 6.0 0.003 0.221 0.926 73.3 20000.0 2.0 3.3 0.003 0.221 0.926 2275.1 20000.0 63.3 3.5 5 2.0 2.5 6.0 0.003 0.221 0.926 2687.5 20000.0 74.8 5.2 0.003 0.221 0.926 5008.5 20000.0 139.3 5.4 6 2.5 3.0 6.0 0.003 0.221 0.926 6767.6 20000.0 188.2 7.5 0.003 0.221 0.926 9266.5 20000.0 257.8 7.8 7 3.0 3.5 6.0 0.003 0.221 0.926 12606.9 20000.0 350.7 10.2 0.003 0.221 0.926 15354.0 20000.0 427.1 10.6 8 3.5 4.0 6.0 0.006 0.296 0.901 10362.9 20000.0 429.0 13.3 0.006 0.296 0.901 12275.2 20000.0 508.2 13.9 9 4.0 4.5 6.5 0.006 0.296 0.901 15045.4 20000.0 622.9 16.9 0.005 0.278 0.907 15315.2 20000.0 579.5 15.0 10 4.5 5.0 8.0 0.005 0.278 0.907 17453.6 20000.0 660.4 17.9 0.004 0.250 0.917 16372.0 20000.0 536.0 14.4 11 5.0 5.5 9.5 0.005 0.263 0.912 19756.1 20000.0 692.0 18.9 0.003 0.229 0.924 17959.7 20000.0 524.6 14.3 12 5.5 6.0 9.5 0.015 0.416 0.861 8283.3 20000.0 580.2 22.5 0.011 0.369 0.877 7983.0 20000.0 458.7 17.0 13 6.0 6.5 9.5 0.015 0.416 0.861 10068.9 20000.0 705.2 26.4 0.011 0.369 0.877 10607.7 20000.0 609.5 20.0 14 6.5 7.0 9.5 0.015 0.416 0.861 11872.5 20000.0 831.6 30.6 0.011 0.369 0.877 13807.4 20000.0 793.3 23.2 15 7.0 7.5 9.5 0.015 0.416 0.861 13467.4 20000.0 943.3 35.2 0.011 0.369 0.877 17685.1 20000.0 1016.1 26.6 16 7.5 8.0 10.5 0.015 0.416 0.861 14247.2 20000.0 997.9 40.0 0.009 0.346 0.885 18781.0 20000.0 974.7 25.6 17 8.0 8.5 11.5 0.015 0.416 0.861 6578.8 20000.0 460.8 45.2 0.008 0.326 0.891 18671.4 20000.0 889.2 25.0 jkjρk Vertical Steel As in2 Ds in. Sec H1 ft. H2 ft. t in. SOIL WATER ρ d1 in. d2 in. SOIL WATER Sec H1 ft. H2 ft. t in. 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\551 [22v1].pdf 12/08/2022 03:34:37 PM © Pool Engineering, Inc. 2023, Page 9 of 18 t-----+---+-+-pool ~_ttt_-tt___engineering RESISTING MOMENTS NO R.B.B. WALL LOADED BY EARTH PRESSURE γ SOIL 60 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Section 123456789101112 RM H2 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Weight 75.00 56.25 37.50 37.50 37.50 37.50 37.50 37.56 39.06 44.31 53.80 63.80 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 56.3 0.50 0.39 37.50 21.88 -59.38 3 1.5 37.5 0.50 0.39 0.25 37.50 21.88 9.38 -68.75 4 2.0 37.5 0.50 0.39 0.25 0.25 37.50 21.88 9.38 9.38 -78.13 5 2.5 37.5 0.50 0.39 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 -87.50 6 3.0 37.5 0.50 0.39 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 -96.88 7 3.5 37.5 0.50 0.39 0.25 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 9.38 -106.25 8 4.0 37.6 0.53 0.41 0.28 0.28 0.28 0.28 0.28 0.27 39.38 23.28 10.31 10.31 10.31 10.31 10.31 10.03 -124.27 9 4.5 39.1 0.60 0.49 0.35 0.35 0.35 0.35 0.35 0.34 0.29 45.08 27.56 13.16 13.16 13.16 13.16 13.16 12.88 11.15 -162.48 10 5.0 44.3 0.73 0.62 0.48 0.48 0.48 0.48 0.48 0.47 0.41 0.36 54.77 34.83 18.01 18.01 18.01 18.01 18.01 17.74 16.20 16.11 -229.71 11 5.5 53.8 0.92 0.81 0.67 0.67 0.67 0.67 0.67 0.66 0.60 0.55 0.46 68.81 45.36 25.03 25.03 25.03 25.03 25.03 24.77 23.51 24.41 24.52 -336.50 12 6.0 63.8 1.17 1.06 0.92 0.92 0.92 0.92 0.92 0.91 0.85 0.80 0.71 0.56 87.74 59.56 34.50 34.50 34.50 34.50 34.50 34.25 33.37 35.59 38.10 35.45 ...-496.53 13 6.5 69.1 1.50 1.39 1.25 1.25 1.25 1.25 1.25 1.24 1.18 1.13 1.04 0.89 112.50 78.12 46.87 46.87 46.87 46.87 46.87 46.65 46.26 50.22 55.86 56.52 ...-724.18 14 7.0 73.6 1.93 1.82 1.68 1.68 1.68 1.68 1.68 1.67 1.61 1.56 1.47 1.32 144.70 102.27 62.97 62.97 62.97 62.97 62.97 62.77 63.03 69.24 78.95 83.90 ...-1045.73 15 7.5 81.7 2.50 2.39 2.25 2.25 2.25 2.25 2.25 2.24 2.18 2.13 2.04 1.89 187.50 134.37 84.37 84.37 84.37 84.37 84.37 84.20 85.32 94.53 109.65 120.32 ...-1514.18 16 8.0 96.1 3.32 3.21 3.07 3.07 3.07 3.07 3.07 3.06 3.00 2.95 2.86 2.71 249.04 180.53 115.15 115.15 115.15 115.15 115.15 115.02 117.36 130.89 153.80 172.67 ...-2258.83 17 8.5 426.4 5.50 5.39 5.25 5.25 5.25 5.25 5.25 5.24 5.18 5.13 5.04 4.89 412.50 303.13 196.88 196.88 196.88 196.88 196.88 196.87 202.49 227.47 271.05 311.72 ...-4820.08 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\551 [22v1].pdf 12/08/2022 03:34:37 PM © Pool Engineering, Inc. 2023, Page 10 of 18 t-----+---+-+-pool ~_ttt_-tt___engineering - RESISTING MOMENTS cont.NO R.B.B. WALL LOADED BY EARTH PRESSURE γ SOIL 60 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Section 13 14 15 16 17 RM H2 6.5 7.0 7.5 8.0 8.5 Weight 69.13 73.61 81.73 96.09 426.45 1 0.5 75.0 -37.50 2 1.0 56.3 -59.38 3 1.5 37.5 -68.75 4 2.0 37.5 -78.13 5 2.5 37.5 -87.50 6 3.0 37.5 -96.88 7 3.5 37.5 -106.25 8 4.0 37.6 -124.27 9 4.5 39.1 -162.48 10 5.0 44.3 -229.71 11 5.5 53.8 -336.50 12 6.0 63.8 -496.53 13 6.5 69.1 0.63 ...43.68 -724.18 14 7.0 73.6 1.06 0.72 ...73.35 52.65 -1045.73 15 7.5 81.7 1.63 1.29 0.84 ...112.80 94.66 68.95 -1514.18 16 8.0 96.1 2.45 2.11 1.66 1.07 ...169.52 155.06 136.01 103.20 -2258.83 17 8.5 426.4 4.63 4.29 3.84 3.25 1.52 ...320.18 315.49 314.13 312.62 648.07 -4820.08 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\551 [22v1].pdf 12/08/2022 03:34:37 PM © Pool Engineering, Inc. 2023, Page 11 of 18 t-----+---+-+-pool ~_ttt_-tt___engineering --~I _I __ _ ----t RESISTING MOMENTS NO R.B.B. WALL LOADED BY WATER PRESSURE γ SOIL 60 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Section 1 2 3456789101112 RM H2 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Weight 75.00 56.25 37.50 37.50 37.50 37.50 37.50 37.56 39.06 44.31 53.80 63.80 1 0.5 75.0 0.50 37.50 37.50 2 1.0 56.3 0.00 0.11 0.00 6.25 6.25 3 1.5 37.5 0.00 0.11 0.25 0.00 6.25 9.38 15.63 4 2.0 37.5 0.00 0.11 0.25 0.25 0.00 6.25 9.38 9.38 25.00 5 2.5 37.5 0.00 0.11 0.25 0.25 0.25 0.00 6.25 9.38 9.38 9.38 34.38 6 3.0 37.5 0.00 0.11 0.25 0.25 0.25 0.25 0.00 6.25 9.38 9.38 9.38 9.38 43.75 7 3.5 37.5 0.00 0.11 0.25 0.25 0.25 0.25 0.25 0.00 6.25 9.38 9.38 9.38 9.38 9.38 53.13 8 4.0 37.6 -0.02 0.09 0.23 0.23 0.23 0.23 0.23 0.24 -1.71 4.97 8.52 8.52 8.52 8.52 8.52 8.83 54.70 9 4.5 39.1 -0.06 0.05 0.19 0.19 0.19 0.19 0.19 0.20 0.26 -4.31 3.02 7.22 7.22 7.22 7.22 7.22 7.53 10.08 52.41 10 5.0 44.3 -0.08 0.03 0.17 0.17 0.17 0.17 0.17 0.18 0.24 0.29 -5.90 1.82 6.42 6.42 6.42 6.42 6.42 6.73 9.25 12.76 56.79 11 5.5 53.8 -0.13 -0.02 0.12 0.12 0.12 0.12 0.12 0.13 0.18 0.23 0.33 -9.93 -1.20 4.41 4.41 4.41 4.41 4.41 4.72 7.15 10.38 17.72 50.89 12 6.0 63.8 -0.28 -0.16 -0.03 -0.03 -0.03 -0.03 -0.03 -0.02 0.04 0.09 0.19 0.34 -20.68 -9.26 -0.96 -0.96 -0.96 -0.96 -0.96 -0.67 1.56 4.03 10.01 21.60 ...1.77 13 6.5 69.1 -0.55 -0.43 -0.30 -0.30 -0.30 -0.30 -0.30 -0.29 -0.23 -0.18 -0.08 0.07 -40.94 -24.46 -11.10 -11.10 -11.10 -11.10 -11.10 -10.81 -9.00 -7.94 -4.53 4.36 ...-126.51 14 7.0 73.6 -0.89 -0.77 -0.64 -0.64 -0.64 -0.64 -0.64 -0.63 -0.57 -0.52 -0.42 -0.27 -66.41 -43.56 -23.83 -23.83 -23.83 -23.83 -23.83 -23.57 -22.26 -22.99 -22.80 -17.31 ...-315.09 15 7.5 81.7 -1.31 -1.20 -1.06 -1.06 -1.06 -1.06 -1.06 -1.05 -1.00 -0.94 -0.85 -0.70 -98.36 -67.52 -39.81 -39.81 -39.81 -39.81 -39.81 -39.57 -38.90 -41.87 -45.72 -44.49 ...-585.11 16 8.0 96.1 -1.85 -1.74 -1.60 -1.60 -1.60 -1.60 -1.60 -1.60 -1.54 -1.49 -1.39 -1.24 -139.05 -98.04 -60.15 -60.15 -60.15 -60.15 -60.15 -59.94 -60.09 -65.91 -74.90 -79.10 ...-971.45 17 8.5 426.4 -2.49 -2.37 -2.24 -2.24 -2.24 -2.24 -2.24 -2.23 -2.17 -2.12 -2.02 -1.87 -186.38 -133.54 -83.82 -83.82 -83.82 -83.82 -83.82 -83.64 -84.73 -93.87 -108.85 -119.37 ...-887.82 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\551 [22v1].pdf 12/08/2022 03:34:37 PM © Pool Engineering, Inc. 2023, Page 12 of 18 t-----+---+-+-pool ~_ttt_-tt___engineering - RESISTING MOMENTS cont.NO R.B.B. WALL LOADED BY WATER PRESSURE γ SOIL 60 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Section 13 14 15 16 17 RM H2 6.5 7.0 7.5 8.0 8.5 Weight 69.13 73.61 81.73 96.09 426.45 1 0.5 75.0 37.50 2 1.0 56.3 6.25 3 1.5 37.5 15.63 4 2.0 37.5 25.00 5 2.5 37.5 34.38 6 3.0 37.5 43.75 7 3.5 37.5 53.13 8 4.0 37.6 54.70 9 4.5 39.1 52.41 10 5.0 44.3 56.79 11 5.5 53.8 50.89 12 6.0 63.8 1.77 13 6.5 69.1 0.32 ...22.28 -126.51 14 7.0 73.6 -0.02 0.33 ...-1.20 24.18 -315.09 15 7.5 81.7 -0.44 -0.10 0.34 ...-30.65 -7.18 28.19 -585.11 16 8.0 96.1 -0.99 -0.64 -0.20 0.39 ...-68.15 -47.11 -16.15 37.72 -971.45 17 8.5 426.4 -1.62 -1.27 -0.83 -0.24 1.50 ...-111.77 -93.56 -67.73 -22.92 637.63 -887.82 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\551 [22v1].pdf 12/08/2022 03:34:37 PM © Pool Engineering, Inc. 2023, Page 13 of 18 t-----+---+-+-pool ~_ttt_-tt___engineering ._____ _ ___.I ..___I __ __. ! POOL WALL SUMMARY 2'-6" R.B.B. γ SOI 60 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft OTM MR MT V OTM MR MT V ft-lb ft-lb ft-lb lb ft-lb ft-lb ft-lb lb 1 0.0 0.5 12.0 9.00 3.00 1 -38 -36 8 0 38 38 0 #3 @ 12" 0.110 0.375 2 0.5 1.0 6.0 3.00 3.00 10 -59 -49 30 0 6 6 0 #3 @ 12" 0.110 0.375 3 1.0 1.5 6.0 3.00 3.00 34 -69 -35 68 0 16 16 0 #3 @ 12" 0.110 0.375 4 1.5 2.0 6.0 3.00 3.00 80 -78 2 120 0 25 25 0 #3 @ 12" 0.110 0.375 5 2.0 2.5 6.0 3.00 3.00 156 -88 69 188 0 34 34 0 #3 @ 12" 0.110 0.375 6 2.5 3.0 6.0 3.00 3.00 270 -97 173 270 -1 44 42 -8 #3 @ 12" 0.110 0.375 7 3.0 3.5 6.0 3.00 3.00 429 -106 323 368 -10 53 43 -31 #3 @ 12" 0.110 0.375 8 3.5 4.0 6.0 3.00 3.00 640 -116 524 480 -35 63 27 -70 #3 @ 6" 0.221 0.375 9 4.0 4.5 6.0 3.00 3.00 911 -125 786 608 -83 72 -11 -125 #3 @ 6" 0.221 0.375 10 4.5 5.0 6.5 3.50 3.00 1250 -135 1115 750 -163 99 -63 -195 #3 @ 6" 0.221 0.375 11 5.0 5.5 7.5 4.50 3.00 1664 -148 1516 908 -281 150 -131 -281 #3 @ 6" 0.221 0.375 12 5.5 6.0 7.5 4.50 3.00 2160 -163 1997 1080 -446 165 -281 -382 #3 @ 3" 0.442 0.375 13 6.0 6.5 7.5 4.50 3.00 2746 -191 2555 1268 -666 167 -499 -499 #3 @ 3" 0.442 0.375 14 6.5 7.0 8.0 5.00 3.00 3430 -251 3179 1470 -948 163 -785 -632 #3 @ 3" 0.442 0.375 15 7.0 7.5 9.0 6.00 3.00 4219 -354 3865 1688 -1300 149 -1151 -780 #3 @ 3" 0.442 0.375 16 7.5 8.0 9.0 6.00 3.00 5120 -508 4612 1920 -1730 82 -1648 -944 ADD (3) #4 0.699 0.500 17 8.0 8.5 9.5 6.00 3.50 6141 -727 5415 2168 -2246 -42 -2288 -1123 ADD (3) #4 0.699 0.500 18 8.5 9.0 10.5 6.50 4.00 7290 -1031 6259 2430 -2856 -195 -3052 -1318 ADD (3) #4 0.699 0.500 19 9.0 9.5 12.0 7.00 5.00 8574 -1459 7115 2708 -3567 -384 -3952 -1529 ADD (3) #4 0.699 0.500 20 9.5 10.0 13.5 8.00 5.50 10000 -2082 7918 3000 -4388 -611 -4999 -1755 ADD (3) #4 0.699 0.500 21 10.0 10.5 15.0 8.50 6.50 11576 -3077 8499 3308 -5325 -920 -6245 -1997 ADD (3) #4 0.699 0.500 22 10.5 11.0 15.0 8.50 6.50 13310 -6678 6632 3630 -6387 -291 -6678 -2254 ADD (3) #4 0.699 0.500 fs fsall fc ν fs fsall fc ν psi psi psi psi psi psi psi psi 1 0.0 0.5 12.0 0.001 0.134 0.955 -458.1 20000.0 -7.0 0.1 0.003 0.221 0.926 1465.9 20000.0 40.8 0.0 2 0.5 1.0 6.0 0.003 0.221 0.926 -1930.1 20000.0 -53.7 0.8 0.003 0.221 0.926 244.3 20000.0 6.8 0.0 3 1.0 1.5 6.0 0.003 0.221 0.926 -1368.2 20000.0 -38.1 1.9 0.003 0.221 0.926 610.8 20000.0 17.0 0.0 4 1.5 2.0 6.0 0.003 0.221 0.926 73.3 20000.0 2.0 3.3 0.003 0.221 0.926 977.3 20000.0 27.2 0.0 5 2.0 2.5 6.0 0.003 0.221 0.926 2687.5 20000.0 74.8 5.2 0.003 0.221 0.926 1343.8 20000.0 37.4 0.0 6 2.5 3.0 6.0 0.003 0.221 0.926 6767.6 20000.0 188.2 7.5 0.003 0.221 0.926 1659.4 20000.0 46.2 0.2 7 3.0 3.5 6.0 0.003 0.221 0.926 12606.9 20000.0 350.7 10.2 0.003 0.221 0.926 1670.2 20000.0 46.5 0.9 8 3.5 4.0 6.0 0.006 0.296 0.901 10536.6 20000.0 436.2 13.3 0.006 0.296 0.901 550.6 20000.0 22.8 1.9 9 4.0 4.5 6.0 0.006 0.296 0.901 15798.6 20000.0 654.1 16.9 0.006 0.296 0.901 227.6 20000.0 9.4 3.5 10 4.5 5.0 6.5 0.005 0.278 0.907 19070.8 20000.0 721.6 17.9 0.006 0.296 0.901 1270.7 20000.0 52.6 5.4 11 5.0 5.5 7.5 0.004 0.250 0.917 19961.7 20000.0 653.5 16.8 0.006 0.296 0.901 2630.4 20000.0 108.9 7.8 12 5.5 6.0 7.5 0.008 0.333 0.889 13562.8 20000.0 666.0 20.0 0.012 0.390 0.870 2928.4 20000.0 184.2 10.6 13 6.0 6.5 7.5 0.008 0.333 0.889 17349.4 20000.0 852.0 23.5 0.012 0.390 0.870 5190.7 20000.0 326.5 13.9 14 6.5 7.0 8.0 0.007 0.319 0.894 19325.5 20000.0 891.1 24.5 0.012 0.390 0.870 8171.0 20000.0 513.9 17.5 15 7.0 7.5 9.0 0.006 0.296 0.901 19416.5 20000.0 803.9 23.4 0.012 0.390 0.870 11976.6 20000.0 753.3 21.7 16 7.5 8.0 9.0 0.010 0.357 0.881 14965.1 20000.0 815.3 26.7 0.019 0.461 0.846 11136.2 20000.0 937.8 26.2 17 8.0 8.5 9.5 0.010 0.357 0.881 17570.2 20000.0 957.2 30.1 0.017 0.437 0.854 13128.2 20000.0 1000.9 26.7 18 8.5 9.0 10.5 0.009 0.346 0.885 18669.3 20000.0 968.9 31.2 0.015 0.416 0.861 15195.0 20000.0 1064.3 27.5 19 9.0 9.5 12.0 0.008 0.336 0.888 19633.1 20000.0 974.4 32.2 0.012 0.383 0.872 15540.9 20000.0 946.9 25.5 20 9.5 10.0 13.5 0.007 0.318 0.894 18993.4 20000.0 870.4 31.3 0.011 0.369 0.877 17778.8 20000.0 1021.5 26.6 21 10.0 10.5 15.0 0.007 0.310 0.897 19132.5 20000.0 845.8 32.4 0.009 0.346 0.885 18628.4 20000.0 966.8 25.6 22 10.5 11.0 15.0 0.007 0.310 0.897 14929.3 20000.0 660.0 35.6 0.009 0.346 0.885 19920.9 20000.0 1033.9 28.9 jkjρk Vertical Steel As in2 Ds in. Sec H1 ft. H2 ft. t in. SOIL WATER ρ d1 in. d2 in. SOIL WATER Sec H1 ft. H2 ft. t in. 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\551 [22v1].pdf 12/08/2022 03:34:37 PM © Pool Engineering, Inc. 2023, Page 14 of 18 t-----+---+-+-pool ~_ttt_-tt___engineering RESISTING MOMENTS 2'-6" R.B.B. WALL LOADED BY EARTH PRESSURE γ SOIL 60 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft Section 123456789101112 RM H2 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Weight 75.00 56.25 37.50 37.50 37.50 37.50 37.50 37.50 37.50 39.06 43.75 46.88 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 56.3 0.50 0.39 37.50 21.88 -59.38 3 1.5 37.5 0.50 0.39 0.25 37.50 21.88 9.38 -68.75 4 2.0 37.5 0.50 0.39 0.25 0.25 37.50 21.88 9.38 9.38 -78.13 5 2.5 37.5 0.50 0.39 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 -87.50 6 3.0 37.5 0.50 0.39 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 -96.88 7 3.5 37.5 0.50 0.39 0.25 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 9.38 -106.25 8 4.0 37.5 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 -115.63 9 4.5 37.5 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 9.38 -125.00 10 5.0 39.1 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.26 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 9.38 10.18 -135.18 11 5.5 43.8 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.26 0.29 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 9.38 10.18 12.78 -147.96 12 6.0 46.9 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.26 0.29 0.31 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 9.38 10.18 12.78 14.65 ...-162.61 13 6.5 46.9 0.53 0.41 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.29 0.32 0.34 39.38 23.28 10.31 10.31 10.31 10.31 10.31 10.31 10.31 11.16 13.88 15.82 ...-191.20 14 7.0 48.4 0.60 0.49 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.36 0.39 0.41 45.08 27.56 13.16 13.16 13.16 13.16 13.16 13.16 13.16 14.12 17.20 19.38 ...-251.31 15 7.5 52.8 0.73 0.62 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.49 0.52 0.54 54.77 34.83 18.01 18.01 18.01 18.01 18.01 18.01 18.01 19.17 22.86 25.44 ...-353.55 16 8.0 59.0 0.92 0.81 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.68 0.71 0.73 68.81 45.36 25.03 25.03 25.03 25.03 25.03 25.03 25.03 26.48 31.04 34.22 ...-508.22 17 8.5 62.3 1.17 1.06 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.93 0.96 0.98 87.74 59.56 34.50 34.50 34.50 34.50 34.50 34.50 34.50 36.34 42.09 46.05 ...-726.68 18 9.0 68.3 1.50 1.39 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.26 1.29 1.31 112.50 78.12 46.87 46.87 46.87 46.87 46.87 46.87 46.87 49.24 56.53 61.52 ...-1031.19 19 9.5 77.9 1.93 1.82 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.69 1.72 1.74 144.70 102.27 62.97 62.97 62.97 62.97 62.97 62.97 62.97 66.01 75.31 81.65 ...-1458.75 20 10.0 94.1 2.50 2.39 2.25 2.25 2.25 2.25 2.25 2.25 2.25 2.26 2.29 2.31 187.50 134.37 84.37 84.37 84.37 84.37 84.37 84.37 84.37 88.30 100.28 108.40 ...-2081.67 21 10.5 119.7 3.32 3.21 3.07 3.07 3.07 3.07 3.07 3.07 3.07 3.08 3.11 3.13 249.04 180.53 115.15 115.15 115.15 115.15 115.15 115.15 115.15 120.36 136.18 146.86 ...-3076.96 22 11.0 637.0 5.50 5.39 5.25 5.25 5.25 5.25 5.25 5.25 5.25 5.26 5.29 5.31 412.50 303.13 196.88 196.88 196.88 196.88 196.88 196.88 196.88 205.49 231.53 249.02 ...-6677.92 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\551 [22v1].pdf 12/08/2022 03:34:37 PM © Pool Engineering, Inc. 2023, Page 15 of 18 t-----+---+-+-pool ~_ttt_-tt___engineering -- RESISTING MOMENTS cont.2'-6" R.B.B. WALL LOADED BY EARTH PRESSURE γ SOIL 60 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft Section 13 14 15 16 17 18 19 20 21 22 RM H2 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 11.0 Weight 46.94 48.43 52.84 58.99 62.25 68.34 77.91 94.06 119.75 636.98 1 0.5 75.0 -37.50 2 1.0 56.3 -59.38 3 1.5 37.5 -68.75 4 2.0 37.5 -78.13 5 2.5 37.5 -87.50 6 3.0 37.5 -96.88 7 3.5 37.5 -106.25 8 4.0 37.5 -115.63 9 4.5 37.5 -125.00 10 5.0 39.1 -135.18 11 5.5 43.8 -147.96 12 6.0 46.9 -162.61 13 6.5 46.9 0.33 ...15.48 -191.20 14 7.0 48.4 0.41 0.35 ...19.04 16.78 -251.31 15 7.5 52.8 0.53 0.48 0.42 ...25.11 23.04 22.24 -353.55 16 8.0 59.0 0.72 0.66 0.61 0.49 ...33.90 32.11 32.13 28.99 -508.22 17 8.5 62.3 0.97 0.92 0.86 0.74 0.55 ...45.75 44.33 45.46 43.88 34.01 -726.68 18 9.0 68.3 1.30 1.25 1.19 1.07 0.88 0.63 ...61.24 60.32 62.91 63.35 54.56 42.75 -1031.19 19 9.5 77.9 1.73 1.67 1.62 1.50 1.31 1.05 0.74 ...81.40 81.11 85.59 88.68 81.29 72.08 57.85 -1458.75 20 10.0 94.1 2.30 2.25 2.19 2.07 1.88 1.63 1.31 0.92 ...108.19 108.76 115.75 122.35 116.82 111.09 102.31 86.93 -2081.67 21 10.5 119.7 3.13 3.07 3.01 2.89 2.70 2.45 2.13 1.74 1.23 ...146.71 148.50 159.11 170.75 167.90 167.16 166.24 164.12 147.49 -3076.96 22 11.0 637.0 5.30 5.25 5.19 5.07 4.88 4.63 4.31 3.92 3.41 1.71 ...249.02 254.06 274.27 299.33 303.58 316.10 336.04 369.12 408.47 1088.14 -6677.92 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\551 [22v1].pdf 12/08/2022 03:34:37 PM © Pool Engineering, Inc. 2023, Page 16 of 18 t-----+---+-+-pool ~_ttt_-tt___engineering -! -t RESISTING MOMENTS 2'-6" R.B.B. WALL LOADED BY WATER PRESSURE γ SOIL 60 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft Section 1 2 3456789101112 RM H2 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Weight 75.00 56.25 37.50 37.50 37.50 37.50 37.50 37.50 37.50 39.06 43.75 46.88 1 0.5 75.0 0.50 37.50 37.50 2 1.0 56.3 0.00 0.11 0.00 6.25 6.25 3 1.5 37.5 0.00 0.11 0.25 0.00 6.25 9.38 15.63 4 2.0 37.5 0.00 0.11 0.25 0.25 0.00 6.25 9.38 9.38 25.00 5 2.5 37.5 0.00 0.11 0.25 0.25 0.25 0.00 6.25 9.38 9.38 9.38 34.38 6 3.0 37.5 0.00 0.11 0.25 0.25 0.25 0.25 0.00 6.25 9.38 9.38 9.38 9.38 43.75 7 3.5 37.5 0.00 0.11 0.25 0.25 0.25 0.25 0.25 0.00 6.25 9.38 9.38 9.38 9.38 9.38 53.13 8 4.0 37.5 0.00 0.11 0.25 0.25 0.25 0.25 0.25 0.25 0.00 6.25 9.38 9.38 9.38 9.38 9.38 9.38 62.50 9 4.5 37.5 0.00 0.11 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.00 6.25 9.38 9.38 9.38 9.38 9.38 9.38 9.38 71.88 10 5.0 39.1 0.04 0.15 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.28 3.13 8.59 10.94 10.94 10.94 10.94 10.94 10.94 10.94 10.98 99.26 11 5.5 43.8 0.13 0.24 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.36 0.33 9.38 13.28 14.06 14.06 14.06 14.06 14.06 14.06 14.06 14.24 14.56 149.89 12 6.0 46.9 0.13 0.24 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.36 0.33 0.31 9.38 13.28 14.06 14.06 14.06 14.06 14.06 14.06 14.06 14.24 14.56 14.65 ...164.54 13 6.5 46.9 0.10 0.21 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.34 0.31 0.29 7.71 12.03 13.23 13.23 13.23 13.23 13.23 13.23 13.23 13.37 13.59 13.60 ...166.88 14 7.0 48.4 0.07 0.18 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.31 0.28 0.26 5.09 10.07 11.92 11.92 11.92 11.92 11.92 11.92 11.92 12.01 12.06 11.97 ...162.63 15 7.5 52.8 0.02 0.13 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.26 0.23 0.21 1.38 7.28 10.06 10.06 10.06 10.06 10.06 10.06 10.06 10.07 9.90 9.65 ...149.29 16 8.0 59.0 -0.11 0.00 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.13 0.10 0.08 -8.18 0.12 5.29 5.29 5.29 5.29 5.29 5.29 5.29 5.09 4.32 3.68 ...82.43 17 8.5 62.3 -0.31 -0.20 -0.06 -0.06 -0.06 -0.06 -0.06 -0.06 -0.06 -0.07 -0.10 -0.12 -22.97 -10.98 -2.11 -2.11 -2.11 -2.11 -2.11 -2.11 -2.11 -2.61 -4.31 -5.57 ...-41.97 18 9.0 68.3 -0.53 -0.42 -0.28 -0.28 -0.28 -0.28 -0.28 -0.28 -0.28 -0.29 -0.32 -0.34 -39.72 -23.54 -10.48 -10.48 -10.48 -10.48 -10.48 -10.48 -10.48 -11.33 -14.08 -16.03 ...-195.41 19 9.5 77.9 -0.79 -0.67 -0.54 -0.54 -0.54 -0.54 -0.54 -0.54 -0.54 -0.55 -0.58 -0.60 -58.91 -37.93 -20.08 -20.08 -20.08 -20.08 -20.08 -20.08 -20.08 -21.33 -25.27 -28.03 ...-384.49 20 10.0 94.1 -1.08 -0.97 -0.83 -0.83 -0.83 -0.83 -0.83 -0.83 -0.83 -0.84 -0.87 -0.89 -80.78 -54.33 -31.01 -31.01 -31.01 -31.01 -31.01 -31.01 -31.01 -32.72 -38.03 -41.70 ...-611.44 21 10.5 119.7 -1.45 -1.34 -1.20 -1.20 -1.20 -1.20 -1.20 -1.20 -1.20 -1.21 -1.24 -1.26 -108.75 -75.31 -45.00 -45.00 -45.00 -45.00 -45.00 -45.00 -45.00 -47.29 -54.35 -59.18 ...-920.31 22 11.0 637.0 -1.93 -1.82 -1.68 -1.68 -1.68 -1.68 -1.68 -1.68 -1.68 -1.69 -1.72 -1.74 -144.90 -102.43 -63.08 -63.08 -63.08 -63.08 -63.08 -63.08 -63.08 -66.12 -75.43 -81.78 ...-291.49 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\551 [22v1].pdf 12/08/2022 03:34:37 PM © Pool Engineering, Inc. 2023, Page 17 of 18 t-----+---+-+-pool ~_ttt_-tt___engineering -- RESISTING MOMENTS cont.2'-6" R.B.B. WALL LOADED BY WATER PRESSURE γ SOIL 60 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft Section 13 14 15 16 17 18 19 20 21 22 RM H2 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 11.0 Weight 46.94 48.43 52.84 58.99 62.25 68.34 77.91 94.06 119.75 636.98 1 0.5 75.0 37.50 2 1.0 56.3 6.25 3 1.5 37.5 15.63 4 2.0 37.5 25.00 5 2.5 37.5 34.38 6 3.0 37.5 43.75 7 3.5 37.5 53.13 8 4.0 37.5 62.50 9 4.5 37.5 71.88 10 5.0 39.1 99.26 11 5.5 43.8 149.89 12 6.0 46.9 164.54 13 6.5 46.9 0.30 ...14.00 166.88 14 7.0 48.4 0.26 0.32 ...12.36 15.62 162.63 15 7.5 52.8 0.21 0.27 0.33 ...10.03 13.22 17.32 149.29 16 8.0 59.0 0.09 0.15 0.20 0.32 ...4.05 7.05 10.59 18.70 82.43 17 8.5 62.3 -0.11 -0.05 0.00 0.12 0.32 ...-5.21 -2.51 0.17 7.06 19.75 -41.97 18 9.0 68.3 -0.33 -0.28 -0.22 -0.10 0.09 0.34 ...-15.69 -13.32 -11.63 -6.11 5.85 23.57 -195.41 19 9.5 77.9 -0.59 -0.53 -0.48 -0.36 -0.16 0.09 0.40 ...-27.70 -25.71 -25.15 -21.20 -10.08 6.08 31.27 -384.49 20 10.0 94.1 -0.88 -0.82 -0.77 -0.65 -0.45 -0.20 0.11 0.50 ...-41.39 -39.84 -40.56 -38.40 -28.23 -13.84 8.55 46.91 -611.44 21 10.5 119.7 -1.25 -1.20 -1.14 -1.02 -0.83 -0.58 -0.26 0.13 0.64 ...-58.90 -57.90 -60.27 -60.41 -51.45 -39.33 -20.51 11.83 76.51 -920.31 22 11.0 637.0 -1.74 -1.68 -1.62 -1.51 -1.31 -1.06 -0.75 -0.36 0.16 1.86 ...-81.53 -81.25 -85.74 -88.84 -81.46 -72.27 -58.06 -33.51 18.78 1184.58 -291.49 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2022\551 [22v1].pdf 12/08/2022 03:34:37 PM © Pool Engineering, Inc. 2023, Page 18 of 18 t-----+---+-+-pool ~_ttt_-tt___engineering -! - STORM WATER POLLUTION PREVENTION NOTES 1.ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BEAVAILABLE ON SITE TO FACILITATE RAPID INSTALLATIONOF EROSION AND SEDIMENT CONTROL BMPs WHEN RAINIS EMINENT. 2.THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSIONCONTROL DEVICES TO WORKING ORDER TO THE SATISFACTIONOF THE CITY INSPECTOR AFTER EACH RUN-OFF PRODUCINGRAINFALL. 3.THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSIONCONTROL MEASURES AS MAY BE REQUIRED BY THE CITYINSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS ORUNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4.ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACEAT THE END OF EACH WORKING DAY WHEN THE FIVE (5)DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTEREACH RAINFALL. 5.ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUMAGGREGATE. 6.ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETERPROTECTION BEST MANAGEMENT PRACTICE MEASURES MUSTBE INSTALLED AND MAINTAINED. 7.THE CITY INSPECTOR SHALL HAVE THE AUTHORITY TO ALTERTHIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDEDTO ENSURE COMPLIANCE WITH CITY STORM WATER QUALITYREGULATIONS. OWNER'S CERTIFICATE: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES {BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. OWNER{S)/OWNER'S AGENT NAME {PRINT) OWNER{S)/OWNER'S AGENT NAME {SIGNATURE) DATE E-29 STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs Tracking Non-Storm Water Waste Management and Materials BMPs Control BMPs Management BMPs Pollution Control BMPs C: C: C: 0 ..... ..... 0 0 ::;:; C: C: "'C ::;:; ::;:; C'I C (I) "'C (I) "'C U) C: u u C: C: C'I E C: E C: ..... C ..... ::::, ::::, 0 '5 ·;:: ,Q-C C C E L. L. (I) :::::ii: "'C U) C'I L. (I) ..... .....::;:; L.::::, >, C'I C: '-C'I C: (I) L. C: (I) C: U)U) U) � ·;:: C'" L. C C: Cc a. (I) 'a.·;:: -C: U) C: L. w !!,! 0 Best Management Practice* ,:a C: C CD L. 0 (I) 0 L.(.!) (I) C: ::;:; ..c: U) 3 U) � (I) C C: (.) L. (.) (I) ..... (I) C ..... C: E U) �"'C cu U) :::::ii: C: (I) C: (BMP) Description � U) u (I) U) ·e U) C'I (I) C'I CD ·a c:C'I C: "'C U) C: !!,! ..... (I) .!! ::i � (I) (I) C C 3 C: '"2� C: C: Cl ::::, u .....0 L. 0 "'C >, 0 U) C (I) �E ::;:; C: Cl CD U) ·-C'I Cl::;:; �c (.) (I) C o C'I (I) :::::ii: Cl C'I Cl C: (I) a::: E C N Ul C):;:; (I) cj<D c ·a. L. -� (I) X (I) u .!! ,!;;; (I) C E �cu ..... ::::, ..0 E� = U) =3 ... ·-::c ·-C'I ·;:: a. 0 C'I "'C ..c: C: (I) LL C: C u C: .._ C � L. u L. > (I)::::, "'C ::.c � ·-"'C �o ·-L. C (I) L. (I) u _ ..... "'C C 0 -+-'•-a.'5 (I) L. ..... ..0 C •-C0 L. C ..... (I) C (I) u C: 00 i; :g ..... ..... 0 ..... = C: ·- C: 0 0 ..0 _;. C C C'I .s 0 CC ..c: (I) 0 oc (I) C L. (I) ..c: L. C ..... L. Cl) C: 0 �<3 c...., C ..... a. 0 (.!) � WCl vi en U) (.) ti: (.!) Ul> U) U)Q. U)a:::�ct a.a a.:::::ii: U) :::::ii: U) U) (.) U) :::::ii: CASQA Designation � r--00 0) ..... I"') '<t LO CD r--00 0 N I"') r--00 ..... N I"') '<t LO ..... ..... ..... ..... I I I I I I I I I I I I I I I I I I I I I I I (.) (.) (.) (.) w w w w w w w w � � U) U) U) U) :::::ii: :::::ii: :::::ii: :::::ii: :::::ii: Construction Activity w w w w U) U) U) U) U) U) U) U) z z z z � � � � � Gradina/Soil Disturbance Trench in a /Excavation Stockoilina Drill in a /Borina Concrete/ Asohalt Sawcuttinq Concrete Flatwork Pavina Conduit/Pioe Installation Stucco/Mortar Work Waste Disoosal Staaina/Lav Down Area Eauioment Maintenance and Fuelinq Hazardous Substance Use/Storaqe Dewaterinq Site Access Across Dirt Other (list): Instructions: 1.Check the box to the left of all applicable construction activity {first column) expected to occur during construction. 2.Located along the top of the BMP Table is a list of BMP's with it's corresponding California Stormwater Quality Association {CASQA) designation number. Choose oneor more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. 3.Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. PROJECT INFORMATION Site Address: ______________ _ Assessor's Parcel Number: ---------- Emergency Contact: Name: ________________ _ 24 Hour Phone: __________ _ Construction Threat to Storm Water Quality {Check Box) 0 MEDIUM O LOW (I) ..... U) C � .....C: U) (I) :::::i E0 (I) � C'I cc N C: cc :::C::::::i: CD I :::::ii: � (I) ..... U) C-+-' � C:(I) <DE ..... (I) � C'I uc C: C: QC (.) :::::ii: 00 I :::::ii: � Page 1 of 1 REV 11/17 ____________-____________ DAVID JONES X 156-200-66-00 2831 LIDO PLACE STERLING GRAY (760) 476-0008