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HomeMy WebLinkAbout2100 COSTA DEL MAR RD; ; CB111293; Permit09-02-2011 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: Building Inspection Request Line (760) 602-2725 CBl11293 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: TOM MCCABE 2011 BSAN ELIJO AV CARDIFF BY THE SEA CA 92007 760-207-5720 2100 COSTA DEL MAR RD CBAD Tl Sub Type: COMM 2165900100 Lot#: 0 Status: $552,051.00 Construction Type: 3A Applied: Reference #: Entered By: LA COSTA RESORT: NEW: 3513 SF Plan Approved: BATHROOMS & EQUIP ROOM & 937 SF STORAGE CREATED UNDER Issued: Inspect Area: Plan Check#: Owner: ISSUED 06/14/2011 JMA 09/02/2011 09/02/2011 Building Pemiit $2,265.70 Meter Size Add'l Building Permit Fee $0.00 Add'l Reel. Water Con. Fee $0.00 Plan Check $1,472.71 Meter Fee $0.00 Add'l Plan Check Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $115.93 PFF (3105540) $10,047.33 Park Fee $0.00 PFF (4305540) $9,274.46 LFM Fee $0.00 License Tax (3104193) $0.00 Bridge Fee $0.00 License Tax (4304193) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee (3105541) $0.00 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $419.00 Add'l Renewal Fee $0.00 ELECTRICAL TOTAL $672.50 Other Building Fee $0.00 MECHANICAL TOTAL $63.00 Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Meter Size Sew^r Fee $0.00 Add'l Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Reel. Water Con. Fee $0.00 Additional Fees $0.00 Green BIdg Stands (SB1473) Fee $20.00 HMP Fee ?? Fire Expedited Plan Review $385.00 Green BIdg Standards Plan Chk ?? TOTAL PERMIT FEES $24,735.63 Total Fees: $24,735.63 Total Payments To Date: $24,735.63 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: ^ -Z^'' Clearance: NOTICE: Please take NOTICE that approval of your project Includes the "Imposition'' of fees, dedications, resen/ations, or other exactions hereafter collectively referred to as lees/exactions." You have 90 days from the date this pemiit was issued to protest imposition of these fees/exactlons. 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 (X)ES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or sen/ice fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previouslv been oiven a NOTICE similar to this, or as to which the statute of limitations has oreviouslv othenvise expired. CITY OF CARLSBAD Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax: 760-602-8558 www.carlsbadca.gov Plan Check No. C6>\ [ \ 3 Est. Value ^S2,/^S/ Plan Ck. Deposit Date JOBADDRESS , , I I , SUITE#/SPACE#/UNIT# CT/PROJECT # # OF UNITS # BEDROOMS # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE 0C& GROUP DESCRIPTION OF WORK: IncluOe Squan Faet otAtlaetafI Ana(t) CB111293 2100 COSTA DEL MAR RD LA COSTA RESORT: NEW: 3513 SF BATHROOMS & EQUIP ROOM & 937 SF STORAGE CREATED UNDER NEW 5627 SF VARIOUS DECKS & MEZZANINE Tl COMM Lot#: TOM MCCABE -2 loo CoSira f>c[ Meir ^. CITY ... STATE PATIOS (SF) DECKS (SF) FIREPLACE YESD # NOD AIR CONDITIONING YES)^ NOD FIRE SPRINKLERS YES^ NO D APPUCANT NAME ADDRESS zon 0 San tit 16 A^Ve. CiTY rm I V/ STATE !inr ^ I V STATE ZIP PHONE " _ [FAX •74,0 -ZO'7'5''!'Z.o EMML CONTRACTOR BUS. NAME ADDRESS STATE CA ZIP CITY STATE ZIP 72 OO? PHONE "760- 93D''7<f75' \'7U>'9^l'7rs'J FAX PHONE FAX EIVIAIL I I EMAIL ARCH/DESIGNER NAME & ADDRESS STATE UC. # -CITY BUS. UC.# (Sec. 7031.5 Business and Professions Code; Any Ctty or 0>unty which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant fbr such permtt to fHe a signed statement that he is Hcensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 oi Division 3 of the Business and Professions Code} or B«at he is exempt therefrom, and the l>asls for the alleged exemption. Any violation of Section 7031.5 by any appiicant for a permtt sut>|ects the applicant to a CivH penal^ of not more than five hundred dollars ($500)). WORKERS COMPENSATION Workers' CompentaUon Dtdntion: / heraby affltm under panafly of perjury one of Ae fotomtg dedarations: n lhiv«and iiiMinalntainacartHicrieofconi«irttos«IHntunforwo(l(eis'conH)ensa^ 3700 of the Labor Code, for the performance of the work lor which this permit is issued. O I have and wW maintain worl(Ws' compMisatlen, as required by Sectkm 3700 of the Labor Code, tor the perfomiance of the work for which this pennit is issued. My workers' compensatkin insurance canier and polh^ number are: Insurance Co. Policy No Expiratkm Date This sectkin need not be compleled K the peimtt is for one hundred doHars ($100) or less. n CtrtMcalt of Exampllon: I certify that in the perlbimance of Ihe work for whk;h this permtt is issued, i shall not empkiy any person in any manner so as ki become subject lo the Workers' Compensation Laws of CaHfoniia. WARMNG: Faikm to seam wockara' compansaUon coverage Is unlawful, and shall subject an smptoysr to criminal penalUss and chril fines up to one hundred thousand dollars (ti100,000). In addttkm to the cost of cooipensatian, danuges a« ptovfcM for In Section 3706 of the Ubor code, interest and ^ ^ CONTRACTOR SI6NATUIE • aAGEKT DATE /" OWNER-BUILDER DECLARATION / hereby affi/rn tfiat f arn axeinpf Item Coritraclor's Ucense lim'/br 0ra • I, as owner of Ihe property or my empkiyees wtth wages as their sole compensatkin, will do the work and the structure Is not intended or offered ftir sale (Sec. 7044, Business and Professions Code: The Contractor's Lkxnse Law does not apply ki an owner of propeity who builds or improves thereon, and who dees such work himself or through his own empkiyees, provided that such improvements ate not intended or offered fbr sale, if, however, the buikling or improvement is sokl wtthin one year of compleikin, the owner-buikler will have the burden of proving that he dkl not buikl or improve kir the puipose of sale). • I, as owner of the property, am exckisively contracting with Ikiensed contractois to construct the project (Sec. 7044, Business and Professkxis Code: The Contractor's License Law does not apply ki an owner of property who builds or improves ttiereon, and contracts fbr such projects with conljachir(s) ikxnsed pursuant ki ttie Contrackir's License Law). a I am exempt under Sedton Business and Professkins Code for ttiis reason: l.lpefBonallyplantoprDyklettienialorlaborandmaMalsfbrconslnx&inoflhsproposedprop^ OYes ONo 2.1 (have / have not) signed an applkatton for a buHdlng pennit fbr ttie proposed work. 3.1 have conttaded wtth ttie folkwing person (fom) to provkle ttie proposed conskuclkxi (inchide name address / phone / co« 4.1 pian to provkle portkins of ttw worit, but I have hked ttie foHowkig person to coordinate, supenrise and provkle ttie major work (In^ 5.1 will provkle some of ttie worit, but I have conbactsd (hkad) ttie folkiwkig peisons to provkle ttie worit indkaled (indude na PROPERTY OWNER SIGNATURE • 0A^NT DATE COMPLETE THIS SECTION FOR N O N - R E S I D E N T I A L BUILDING r> E R M i T S ONLY Is ttie appleant or future building occupant required to submit a business |^lan,.dcutely hazardous materials legiskatkm kxm or risk management and preventton program under Sectkins 2SS05,2SS33 or 25534 of the Presiey-Tanner Hazardous Substance Account Ad? OYes y Is ttie appikant or hikJre building occupant required to obtain a pennit from ttie air pdiutton conbol diskid or ak qualj); management distrid? • Yes \(m is ttie fadlity to be consttucted wittiin 1,000 feet of the outer boundary of a school site? D Yes IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UrtLE^S THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT CONSTRUCTiON LENDING AGENCY I hereby affirrri that there is a (xinstruction lending agency fbr the perfbrman(% of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address APPLICANT CERTIFICATION I certif that I have read the appHcatton and state that the abow informatkin is coned ami that the kiformatkm I hereby aulhorize representafive of ttie City of Carlsbad banter upon ttie above inenttonad propel AGAINST Aa LIABILITIES, JUDCSMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSBJUENCE OF THE GRANTING OF THIS PERMfT. OSHA: An OSHA pemiit is required ky ex(:avatkins over S'O'deep and deiixilition or consttuctton (if stauA^ EXPIRATION: Every penntt Bsued by ttie Buikling Official under ttie proviskxis ol ttiis Code sha^ 180 days kDm ttie date of such pernitt or if ttie hdUing or w^ auttx^^ veTAPPLICANTS SIGNATURE DATE City of Carlsbad BIdg Inspection Request For: 02/14/2012 Permit* CB111293 Title: LA COSTA RESORT: NEW: 3513 SF Inspector Assignment: PD Description: BATHROOMS & EQUIP ROOM & 937 SF STORAGE CREATED UNDER NEW 5627 SF VARIOUS DECKS & Sub Type: COMM 2100 COSTA DEL MAR RD Lot: 0 Type: Tl Job Address: Suite: Location: APPLICANT TOM MCCABE Owner: L C INVESTMENT 2010 INC Remarks: Phone: 76Q3104764 Inspecto Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: KEVIN Entered By: CHRISTINE Act Comments Comments/Notices/Holds Associated PCRs/CVs/SWPPPs Original PC# Inspection Historv Date Description 02/10/2012 89 Final Combo 02/08/2012 89 Final Combo 01/18/2012 89 Final Combo 12/09/2011 21 Underground/Under Floor 11/29/2011 14 Frame/Steel/Boltlng/Welding 11/10/2011 12 Steel/Bond Beam 11/03/2011 11 Ftg/Foundation/Piers 11/03/2011 21 Underground/Under Floor 10/20/2011 12 Steel/Bond Beam 09/20/2011 66 Grout 09/12/2011 12 Steel/Bond Beam 09/12/2011 62 Steel/Bond Beam 09/06/2011 12 Steel/Bond Beam Act Insp Comments CA PD CO PD HANDRAILS CO Pd AP PD GREASE INTERCEPTOR AP PD PA PD PA PD PA PD ©BAR AP PD SLAB AP PD NR TP NR TP AP PD FOOTINGS enrMCiittiM Final Binning inspecdin Dept: Building Engineering Planning CMWD St Lite Fire Plan Check #: Permit #: Project Name: Address: Contact Person: Sewer Dist: CB111293 LA COSTA RESORT: NEW: 3513 SF BATHROOMS & EQUIP ROOM & 937 SF STORAGE CRE 2100 COSTA DEL MAR RD, Lot: KEVIN Phone: 7603104764 LC Water Dist: CA 02/08/2012 Date: Permit Type: Tl Sub Type: COMM Inspected By: inspected By: Inspected By: Date Inspected:^ Date Inspected: Date Inspected: 14 len.'V Approve^ .Approved: .Approved: Disapproved: Disapproved: Disapproved: Comments: EsGil Corporation In Partnersliip witR government for BuiUing Safety DATE: 9/2/2011 • APPLICANT • JURIS. JURISDICTION: City of Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 111293 SET:V PROJECT ADDRESS: 2100 Costa Del Mar PROJECT NAME: La Costa Resort & Spa Clubhouse Adult Pool Addition I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. ^ The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. XI The applicant's copy of the check list is enclosed for the jurisdiction to fonward to the applicant contact person. XI The applicant's copy of the check list has been sent to: Tom McCabe 2100 B San Elijo Ave. Cardiff by the Sea, CA 92007 I I Esgil Corporation staff did not advise the applicant that the plan check has been completed. IXI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Tom McCabe Telephone #: 760-207-5720 Date contacted: (by: ) Email: tmccabe@mccabearch.com Fax #: IWail Telephone Fax In Person X REMARKS: Mike Peterson has approved Tom McCabe to hand carry plansyback to City for Will Foss's review of the Ramp and the restroom access as per the afflrcbe^ ^o, see red line corrections on sheet P3.2 of Esgil approved set and correct the-^etej By: Glen Adamek Enclosures: EsGil Corporation 13 GA • EJ • PC 9/1/2011 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 City of Carlsbad 111293 9/2/2011 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 REMODELS. ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion ofthe building affected, is required to comply with all of the requirements for new buildings, per Section 1134B.2. These requirements apply as follows: a) The area of specific alteration, repair or addition must comply as "new" construction. b) A primary entrance to the building and the primarv path of travel to the altered area, must be shown to comply with all accessibility features. New bathrooms must be accessible. Show all accessible bathrooms requirements on the plan for new bathrooms. The oath of travel to the new bathrooms must be accessible. The plan shows onlv accessible route is through janitor closet. That is not a accessible route- Section 1134B.1 shows the repair or addition are reauired to comolv with all provisions of Division 1- New Buildings. Section 1115B.1 shows the toilet facilities shall be on accessible route, fthe exception-in existing buildings or facilities, when the enforcing agencv determined "unreasonable hardship". This is new bathrooms not comolv with the exception^ * SET II ofthe Plan (A4.1a^ has adeguate pedestrian ramp 12 ramps 7% and 8.33% slope with intermediate landing^. Onlv correction was iust added adequate handrails. SET 111 shows one ramp slope 11%. Addition "must comolv as "new" construction. The ramp must comolv with CBC1133B.5. Please revise the ramo. Any other changes? Citv to approve the handicapped issues? EsGil Corporation In Partnership ttntH government for (Building Safety DATE: 8/30/2011 • APPLICANT •CJURIS> JURISDICTION: City of Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 111293 SET: IV PROJECT ADDRESS: 2100 Costa Del Mar PROJECT NAME: La Costa Resort & Spa Clubhouse Adult Pool Addition The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ^ The applicant's copy of the check list has been sent to: Tom McCabe 2100 B San Elijo Ave. Cardiff by the Sea, CA 92007 I I Esgil Corporation staff did not advise the applicant that the plan check has been completed. 1X1 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Tom McCabe Telephone #: 760-207-5720 Date contacted: i'/i/(ll (by: i^v., ) Email: tmccabe(gmccabearch.com Fax #: t Mail Telephone Fax In Person • REMARKS: By: David Yao Enclosures: EsGil Corporation IE! GA • EJ • PC 8/22 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 City of Carlsbad 111293 8/30/2011 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 REMODELS. ADDITIONS AND REPAIRS When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion ofthe building affected, is required to comply with all ofthe requirements for new buildings, per Section 1134B.2. These requirements apply as follows: a) The area of specific alteration, repair or addition must comolv as "new" construction. b) A primary entrance to the building and the primarv oath of travel to the altered area, must be shown to comply with all accessibility features. New bathrooms must be accessible. Show all accessible bathrooms reguirements on the plan for new bathrooms. The oath of travel to the new bathrooms must be accessible. The plan shows onlv accessible route is through janitor closet. That is not a accessible route- Section 1134B.1 shows the repair or addition are required to comolv with all provisions of Division 1- New Buildings. City of Carlsbad 111293 8/30/2011 Section 1115B.1 shows the toilet facilities shall be on accessible route, fthe exception-in existing buildings or facilities, when the enforcing agencv determined "unreasonable hardship". This is new bathrooms not comolv with the exception) Citv to approve the handicapped issues? To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please brieflv describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: • Yes • No SET II ofthe Plan fA4.1a^ has adeguate pedestrian ramo 12 ramps 7% and 8.33% slope with intermediate landing^. Onlv correction was iust added adequate handrails. SET HI shows one ramo slope 11%. Addition "must comolv as "new" construction. The ramo must comolv with CBC1133B.5. Piease revise the ramo. Anv other changes? The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. PLUMBING AND MECHANICAL CORRECTIONS • PLAN REVIEW NUMBER: 111293 SET: IV PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 1. The kitchen Drawings fSFM-sheets). lighting drawing (sheet LT-12). plumbing drawings (P-sheets). electrical drawings (E-sheets). mechanical drawings (M-sheets. and the added pool drawings bv California Commercial Pool's are not signed and all the State License numbers & types of licenses are not shown. The Kitchen Drawings (FSM-sheets) are not signed and sealed. THE FINAL SET OF CORRECTED DRAWINGS TO BE REVIEWED FOR SIGNING AND SEALING JUST BEFORE THE PERMITS ARE TO BE ISSUED. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. City of Carlsbad 111293 8/30/2011 3. THE CITY BUILDING OFFICIAL TO REVIEW EVIDENCE OF HEALTH DEPARTMENT APPROVAL FOR BAR, restaurants and public pools AND RESTROOMS SERVING THE POOL AREA AND BAR AREA. 4. THE DETAIL 8 ON SHEET S1.1 SHOW PIPING RUNNING THROUGH OR UNDER FOOTING PERPENDICULAR TO THE FOUNDATION LINE, BUT THE SHEETS S3.0A AND S3.0B STILL DO NOT SHOW THE NEW UNDERSLAB BUILDING DRAIN LINES SHOWN ON SHEET P3.2, THAT SEEM TO RUN THROUGH THE FOOTINGS FOR CONCRETE WALLS. And still no response from the structure engineer. The M & P response states: "See structure engineer's response." But no response provided by the structure engineer and the sheets S3.0A & S3.0B do not show the underground piping at the foundations. Please show the existing and new building sewer and building drain lines on the foundation drawing running through the foundations and or just under the foundations. On sheets S3.OA & S3.0B and provide foundation sections at the underground sewer line see sheet P3.2. Also, address the storm drainage piping shown of sheet P3.4 on the foundation drawing, sheets S3.OA & S3.0B. PLUMBING (2010 CALIFORNIA PLUMBING CODE) 8. THE NEW RESPONSE STATES: "SEE SHEET C-1. CIVIL ENGINEER CERTIFIED CAPACITY WITH LEUCADIA WATER DISTRICT." BUT, THE SHEET C-1.0 SHEET PROVIDED DOES NOT SHOW THE NEW 4 INCH SEWER LINE SHOWN ON SHEET P3.2 WITH NOTE STATING "SEE CIVIL DRAWING". PLEASE PROVIDE THE CONSTRUCTION DRAWINGS FOR THE NEW 4 INCH SEWER LINE. ALSO, LEUCADIA WATER DISTRICT DOES NOT REGULATE AND CERTIFY CAPACITY OF PRIVATE SEWER SYSTEM. PLEASE PROVIDE DATA TO SHOW THE PRIVATE SEWER LINE TO THE PUBLIC SEWER SYSTEM IS DESIGNED FOR THE EXISTING SEWER LOAD PLUS THE NEW (98 DFU) LOAD INTO THE EXISTING 6 INCH PRIVATE BUILDING SEWER RECEVING THE NEW SEWER LOAD. The M & P response states: "Please see civil engineer drawings and/or response." But still no civil engineer's drawings and still no civil engineer's responses provided in the plan packages. Please provide data to show the existing 4 inch building sewer is sized to receive the new sewer load plus the existing sewer load. Shown on sheet P3.2. 13. THE NEW DETAIL 1 ON SHEET A8.4 SHOWS VA INCH PLYWOOD BEING USED FOR THE FIRE PIT CONSTRUCTION WITHIN INCHES OF THE "FIRE RING BURNERS". BUT THE INSTALLATION INSTRUCTION CLEARLY STATE "NO COMBUSTIBLE MATERIALS WITHIN 48 INCHES OF THE FIRE RING. PLEASE CORRECT. ALSO SEE ITEM #18 TO FOLLOW ADDRESSING GAS LOADS. Please provide construction drawings for the construction ofthe three proposed new fire pits: The Cut-Sheets and Installation instructions provided are onlv for the "Fire ring burners". Please address the following and provide construction details (what kinds of mental framing? Type, width, spacing, thickness of mental stud? how the wall City of Carlsbad 111293 8/30/2011 connects to slab below? Bottom tract with some kinds of pin to the slab below?) and clearlances on the construction drawings: The M & P response states: "Architectural item, architect response." But no response by the Architect provided and the plan package done not include the cut- sheets, listing data, and installation instructions for the gas fired fire pits proposed. Provide the cut-sheets, listing data, and installation instructions for the gas fired fire pits proposed. 18. THE NEW DETAIL 1 ON SHEET A8.4 SHOWS EACH FIRE PIT GAS DEMAND IS 300 KBUT. NO REVISED DATA FOR THE PROPOSED "FIRE RING BURNERS" PROVIDED AND THE OLD INSTRUCTIONS FOR FR SERIES KITS "MAXIMUM BTU INPUT" SHOWS 650,000 BTU FOR 6" TO 30" RING BURNER (ABOUT 650 CFH GAS DEMAND) AND ABOUT 1,150,000 BTU FOR THE 30" TO 48" RING BURNER (ABOUT 1,150 CFH GAS DEMAND). PLEASE CORRECT TO AGREE. Please correct the gas line sizing for the three fire pits as per item #13. B) above. Please show all the corrected gas demands and show the total developed pipe length fo the low pressure svstem and show the kitchen gas demands. The gas line plans on sheet P4.3 will be reviewed when the corrected gas demands and complete gas ine sizing is provided.. The plumbing drawing still do not address the third gas fired fire pit at the Lobby Bar Terrace. Sheet A4.2 shows two gas fired fire pits proposed and sheet A4.3 shows an additional gas fired fire pit at the Lobby Bar Terrace. But the gas plans and calculations on sheet P4.3 show only two of the three fire pits. Please correct. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. END OF DOCUMENT EsGil Corporation In (Partnership with Qovemment for (BuiCding Safety DATE: 8/11/2011 • APPLICANT SKJURIS. JURISDICTION: City of Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 111293 SET: III PROJECT ADDRESS: 2100 Costa Del Mar PROJECT NAME: La Costa Resort & Spa Clubhouse Adult Pool Addition I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. XI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. XI The applicant's copy of the check list has been sent to: Tom McCabe 2100 B San Elijo Ave. Cardiff by the Sea, CA 92007 I I Esgil Corporation staff did not advise the applicant that the plan check has been completed. IX Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Tom McCabe Telephone #: 760-207-5720 Date contacted:g;I(by:/^) Email: tmccabe@mccabearch.com Fax #: <2Ma\\f\f Telephone Fax In Person • REMARKS: By: David Yao Enclosures: EsGil Corporation lEI GA • EJ • PC 8/4 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 City ofCarlsbad 111293 8/11/2011 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers ofthe items are from the previous check list and may not necessarily be in sequence. The notes In bold font are current. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed bythe City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 48. Provide structural detail of the cabanas. How the cabanas connect together and to the structure below? Calculation? No response. 49. Provide specification for the lift. Adeguate header room? No response. Clearlv noted on title sheet "cabana and lift" are not part of this permit. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 REMODELS. ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion ofthe building affected, is required to comply with all of the requirements for new buildings, per Section 1134B.2. These requirements apply as follows: a) The area of specific alteration, repair or addition must comolv as "new" construction. b) A primary entrance to the building and the primarv path of travel to the altered area, must be shown to comply with all accessibility features. City of Carlsbad 111293 8/11/2011 New bathrooms must be accessible. Show all accessible bathrooms reguirements on the plan for new bathrooms. The oath of travel to the new bathrooms must be accessible. The plan shows onlv accessible route is through ianitor closet. That is not a accessible route- Section 1134B.1 shows the repair or addition are reouired to comolv with all provisions of Division 1- New Buildings. Section 1115B.1 shows the toilet facilities shall be on accessible route, (the exception-in existing buildings or facilities, when the enforcing agencv determined "unreasonable hardship". This is new bathrooms not comolv with the exception) 14. Show handrails at each side of ramp(s) which are shown to be >1:20 (5%) in slope, per Section 1133B.5.5. Show handrails at each side for the service ramps. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please brieflv describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: • Yes • No SET II ofthe Plan (A4.1a^ has adeguate pedestrian ramp 12 ramps 7% and 8.33% slope with intermediate landing^. Onlv correction was iust added adequate handrails. SET III shows one ramo slope 11%. Addition "must comolv as "new" construction. The ramo must comolv with CBC1133B.5. Please revise the ramo. Anv other chanoes? The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. City ofCarlsbad 111293 8/11/2011 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold underlined font are current remaining items. PLUMBING AND MECHANICAL CORRECTIONS • PLAN REVIEW NUMBER: 111293 SET: III PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 1. The kitchen Drawings (SFM-sheets). lighting drawing (sheet LT-12). plumbing drawings (P-sheets). electrical drawings (E-sheets). mechanical drawings (M-sheets. and the added pool drawings bv California Commercial Pool's are not signed and all the State License numbers & types of licenses are not shown. The Kitchen Drawings (FSM-sheets) are not signed and sealed. The final set of corrected drawings to be reviewed for signing and sealing iust before the permits are to be issued. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. 3. The Citv Building Official to review evidence of Health Department approval for bar, restaurants aftd m»bti€ pools and restrooms serving the pool area and bar area. 4. The Sheets S3.0A and S3.0B still do not show the new underslab building drain lines shown on sheet P3.2. that seem to run through the footings for concrete walls. And still no response from the structure engineer. The M & P response states: "See structure engineer's response." But no response provided by the structure engineer and the sheets S3.0A & S3.0B do not show the underground piping at the foundations. Please show the existing and new building sewer and building drain lines on the foundation drawing running through the foundations and or just under the foundations. On sheets S3.OA & S3.OB and provide foundation sections at the underground sewer line see sheet P3.2. Also, address the storm drainage piping shown of sheet P3.4 on the foundation drawing, sheets S3.OA & S3.OB. PLUMBING (2010 CALIFORNIA PLUMBING CODE) 8. The M & P response states: "Please see civil engineer drawings and/or response." But still no civil engineer's drawings and still no civil engineer's responses provided in the plan packages. Please provide data to show the existing 4 inch building sewer is sized to receive the new sewer load plus the existing sewer load. Shown on sheet P3.2. City OfCarlsbad 111293 8/11/2011 10. The plans (sheet A2.1 and sheet A3.4) clearlv show a new water Fountain and three water falls that seem to be apart of this permit but still not construction drawings provided and the plumbing response state thev are not apart of this permit. Please correct the drawings to agree with the plumbing and mechanical response. Also, the plan check #111663 is for the Swimming Pool and the four Spas. But this plan package now includes the pool drawings bv California Commercial Pool's. Please omit includes the pool drawings bv California Commercial Pool's from this package because thev are not apart of the permit package. Please correct. The permit and Architectural drawing seem to show the Spas, swimming pool, fountains, and water falls but no construction drawing provided in the plan packages and no response by the Architect. Please provide plumbing plans for the swimming pool, 4 spas and the water fountain. Also, address the three water falls. 11. See item #10 above. Address the construction plans and permits for the three waterfalls and the fountain. But no responses and drawings for the swimming pool, spas, water falls and fountains provided in the plan package. Sheet P3.2 shows a floor drain in the Spa drain directly connected to the building sewer. Please explain, provide listing data for spa (and Health Department approval) to connect Spa drain directly connected to the building sewer. Also, address the floor drains shown on sheet P3.2 at the locations ofthe water falls also directly connecting to the sewer. 13. Please provide construction drawings for the construction of the three proposed new fire pits: The Cut-Sheets and Installation instructions provided are onlv for the "Fire ring burners". Please address the following and provide construction details and clearlances on the construction drawings: The M & P response states: "Architectural item, architect response." But no response by the Architect provided and the plan package done not include the cut-sheets, listing data, and installation Instructions for the gas fired fire pits proposed. Provide the cut-sheets, listing data, and installation instructions for the gas fired fire pits proposed. A) On the drawings please clearlv show the manufacturer, make and model for the proposed "Fire ring burners". B) The gas line sizing calculations show onlv 80 CFH of gas demand (about 80.000 Btu's gas demand. But the Instructions for FR Series Kits "Maximum BTU Input" shows 650.000 Btu for 6" to 30" Ring burner (about 650 CFH gas demand) and about 1.150.000 Btu for the 30" to 48" Ring burner (about 1.150 CFH. Please correct the gas line sizing calculations. C) Please provide construction details of each of the three Fire Pits showing the reguired minimum clearances as per the The Cut-Sheets and Installation instructions provided onlv forthe "Fire ring burners". City ofCarlsbad 111293 8/11/2011 D) A complete review will be done when the complete plans, details and calculations are provided. 14. Correct the Utility Schedule on sheets P3.2 and P3.3: A) Correct the sewer fixture units: 1) See item #10 above. Address the construction plans and permits for the three waterfalls and the fountain. The fountain and water falls require drainage for back washing the filters and draining the systems. The plans do not show the locations of the pump and filter systems for the fountain and water falls. Please address in the plumbing designs. None of the required drains for the public spas and pools (back wash drainage) are shown. B) Correct the water fixture units: 1) The M & P response still states: "Pool and all spa's are fed from different water connection (not part of this design) please see civil drawings." But still no civil drawings and no civil engineer's responses provided in this plan package. The fill lines for the swimming pool and three spas are not counted in the water loads. 2) The new M & P response states: "Waterfalls and fountain not part of this permit." But the sheets P3.1. P3.3. & P4.2 still shows water fill lines to each of the three new waterfalls an to the new fountain, but still not included in the water demands in the Utility Schedules on sheet P3.2 & P3.3. Please correct. The M & P response states: "Already included under WC (stub out) in the utility schedule table sheet P3.2." But the utility schedule table only shows the three water falls and does not address the fountain at the Stairs shown on sheet A2.2 Key Notes #5 and detail 2 on sheet A3.4. Please correct. The fill line for the new water fountain at the stairs was not counted in the water loads. C) The M & P response states: "Please see civil engineer drawings and/or response." But no civil engineer's drawings and no civil engineer's responses provided in the plan packages. Clearly note the Utility Schedule on sheet P3.2 only show the new added water and sewer loads to the existing systems. Please show the existing loading on each system. 18. Please correct the gas line sizing for the three fire pits as per item #13. B) above. Please show all the corrected gas demands and show the total developed pipe length fo the low pressure system and show the kitchen gas demands. The gas line plans on sheet P4.3 will be reviewed when the corrected gas demands and complete gas ine sizing is provided.. The plumbing drawing still do not address the third gas fired fire pit at the City of Carlsbad 111293 8/11/2011 Lobby Bar Terrace. Sheet A4.2 shows two gas fired fire pits proposed and sheet A4.3 shows an additional gas fired fire pit at the Lobby Bar Terrace. But the gas plans and calculations on sheet P4.3 show only two of the three fire pits. Please correct. 19. The plan check #111663 is for the Swimming Pool and the four Spas and it show the gas demand for the for the swimming pool and four Spas is 3.200.000 Btu's (or about 3.200 CFH). Please correct the gas line sizing in this plan package that only provides 3.100 CFH for the total gas for pool and spa heaters. Still no swimming pool and spa plans provided? The gas line plans and calculations on sheet P4.3 include only two gas heaters for the three new spas and new swimming pool. Please correct. 19. The plan check #111663 is for the Swimming Pool and the four Spas. See item #10 above. Still no swimming pool and spa plans provided? The gas line plans and calculations on sheet P4.3 include only two gas heaters for the three new spas and new swimming pool. Please correct. 20. The plan check #111663 is for the Swimming Pool and the four Spas. See item #10 above. Still no swimming pool and spa plans provided? Detail the gas regulator requirements: An accessible shut-off valve installed upstream of the regulator and vented to the exterior. CPC 1209.7 & 1211.10. 21. The plan check #111663 is for the Swimming Pool and the four Spas. See item #10 above. Still no swimming pool and spa plans providod? Sheet P3.3 does not show the location of the gas pressure regulator. MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) 25. The plan check #111663 is for the Swimming Pool and the four Spas. See item #10 above. Still no swimming pool and spa plans providod? Please address how flue systems for the four Spa heaters and the Swimming Pool heater are to be run out of the pool equipment room under the ramp and Cabana areas. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. END OF DOCUMENT EsGil Corporation In Partnership with government for (Building Safety DATE: 7/28/2011 • AEEklCANT JURIj JURISDICTION: City of Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 111293 SET: II PROJECT ADDRESS: 2100 Costa Del Mar PROJECT NAME: La Costa Resort & Spa Clubhouse Adult Pool Addition I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. X The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ^ The applicant's copy of the check list has been sent to: Tom McCabe 2100 B San Elijo Ave. Cardiff by the Sea, CA 92007 I I Esgil Corporation staff did not advise the applicant that the plan check has been completed. X Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Tom McCabe Telephone #: 760-207-5720 Date contacted: 1 )l81 (. {by.x^^) Email: tmccabe@mccabearch.com Fax #: C^Mail -^Telephone ^ Fax In Person • REMARKS: By: David Yao Enclosures: EsGil Corporation IE! GA lEl EJ • PC 7/21 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 City of Carlsbad 111293 7/28/2011 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. All sheets of the plans are required to be signed by the licensed architect or engineer responsible for the plan preparation. California State Law. 17. Incidental use areas may need to be separated from the main occupancy. See Table 508.2.5 below. Please address the following specific concerns: Storage 1 Even if sprinklers are used to eliminate the need for 1-hour wall construction. Section 508.2.5.2 still requires the partitions to extend to the underside of the floor/roof above and for anv doors in the partitions to be self-closing. ROOM OR AREA SEPARATION AND/OR PROTECTION Storage rooms over 100 square feet 1 hour or provide automatic fire-extinguishing system Door 2 and 8 for storage 1 and 2 shall be self-closing. Please clearlv identify on the plan. 31. A Class A roof covering is required, (city policy) Please specify on the plan. 32. Specify on the plans the following information for the roof materials, per Section 1506.3: Manufacturer's name. Product name/number. ICC approval number, or equal. City of Carlsbad 111293 7/28/2011 What is the roofing material at mezzanine deck that is roof for restroom and storage beiow? 33. Specify minimum 1/4 inch per foot roof/deck slope for drainage. Section 1507.10.1. Sheet A4.2 shows the roof deck at mezzanine 1/8" /ft. Please check. 41. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans (when required by the soil report). Provide a letter from soil engineer. See oaoe 10 ofthe soil report. 46. Provide complete structural calculation. (No structural calculation was provided) a) The slab extend of SIA was not clearlv identified on sheet S3.IB. Please check. b) The slab extend of S2A was not clearlv identified on sheet S3.1B. Please check c) Page 15 ofthe calculation shows calculation for siab s4a.b.c-three continuous soan. Sheet S3.1B shows two soan and the soan is different. Please check the slab S4 still adeguate. d) Page 21 ofthe calculation shows the reinforcing left is .44 inl The slab schedule on sheet SI.3 shows S6 is #5<a)12:o.c. at too left. Please check. e) Provide calculation for S8. SI 2 and SS. f) The location of S9. SIO was not identified on the plan. Please clarify. g) Page 34 ofthe calculation shows beam Bl width is 16". Sheet SI.3 shows Bl width is 12". Please check. h) Provide calculation for B6. B7. B8. B9. BIO. No beam B8. BIO was identified on the olan. Please clarify. i) Provide calculation for the screen wall 15/S1.2. i) Some of the reference bubble on sheet S3.1 A was not finished. Please check. k) Sheet S3.1B shows W8x15 and slab between grid line E and 3.1-5. existing? new? Calculation? n Provide calculation to justify the concrete columns. 48. Provide structural detail of the cabanas. How the cabanas connect together and to the structure below? Calculation? No response. 49. Provide specification for the lift. Adeguate header room? No response. City of Carlsbad 111293 7/28/2011 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 REMODELS. ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion ofthe building affected, is required to comply with all of the requirements for new buildings, per Section 1134B.2. These requirements apply as follows: a) The area of specific alteration, repair or addition must comolv as "new" construction. b) A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. New bathrooms must be accessible. Show all accessible bathrooms reguirements on the plan for new bathrooms. The oath of travel to the new bathrooms must be accessible. The plan shows onlv accessible route is through ianitor closet. That is not a accessible route. 14. Show handrails at each side of ramp(s) which are shown to be >1:20 (5%) in slope, per Section 1133B.5.5. Show handrails at each side for the service ramos. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please brieflv describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: • Yes • No The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil (Corporation. Thank you. City of Carlsbad 111293 7/28/2011 PLUMBING AND MECHANICAL CORRECTIONS • PLAN REVIEW NUMBER: 111293 SET: II PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 1. The Kitchen Drawings (FSM-sheets) are not signed and sealed. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. 2. The Tenant Finish Out - A and Tenant Finish Out - B are now shown to be S-2 occupancy storage area: Please clearly show what is to be stored in the new storage room to allow it to be an S-2 occupancy. No combustible materials (like wood, plastic, cloth, paper & flammable liquids) are allowed to be in an S-2 occupancy. Standard storage occupancy is S-1 occupancy. Please correct. 3. The M & P response states: "Please See Architect response." But no response provided by the Architect to this item. The City Building Official to review evidence of Health Department approval for bar, restaurants and public pools and restrooms serving the pool area and bar area. 4. The M & P response states: "See structure engineer's response." But no response provided by the structure engineer and the sheets S3.0A & S3.0B do not show the underground piping at the foundations. Please show the existing and new building sewer and building drain lines on the foundation drawing running through the foundations and or just under the foundations. On sheets S3.OA & S3.0B and provide foundation sections at the underground sewer line see sheet P3.2. Also, address the storm drainage piping shown of sheet P3.4 on the foundation drawing, sheets S3.OA & S3.OB. 5. This is not addressed in the responses. Please address the storage and use of pool chemicals for the new spas, swimming pool and fountain. Show types of chemicals, locations, and amounts. PLUMBING (2010 CALIFORNIA PLUMBING CODE) 8. The M & P response states: "Please see civil engineer drawings and/or response." But no civil engineer's drawings and no civil engineer's responses provided in the plan packages. Please provide data to show the existing 4 inch building sewer is sized to receive the new sewer load plus the existing sewer load. Shown on sheet P3.2. City of Carlsbad 111293 7/28/2011 10. The permit and Architectural drawing seem to show the Spas, swimming pool, fountains, and water falls but no construction drawing provided in the plan packages and no response by the Architect. Please provide plumbing plans for the swimming pool, 4 spas and the water fountain. Also, address the three water falls. 11. Sheets P3.2 and P4.1 show the three water fall drains directly connected to the Sewer system. Sheet P3.3 Key Notes #16 notes two of the water fail drains to connect to Storm Drain Line. Piease correct. The M & P response states: "The drain connection for spa and water falls has been removed (not part of plumbing design) for all pool, spa, water fall drainage piping please see pool and/or water falls drawings and response." But no responses and drawings for the swimming pool, spas, water falls and fountains provided in the plan package. Sheet P3.2 shows a floor drain in the Spa drain directly connected to the building sewer. Please explain, provide listing data for spa (and Health Department approval) to connect Spa drain directly connected to the building sewer. Also, address the floor drains shown on sheet P3.2 at the locations ofthe water falls also directly connecting to the sewer. 12. Sheet P4.1 still show floor drains at the water falls with out vents (also see item #11 above). Also, an added vent and trap to a floor drain next to the shower drain shows the trap on the vent line, not the drain line. Please correct. Show the required traps and vent for each floor drain. Correct sheets P4.1 13. The M & P response states: "Architectural item, architect response." But no response by the Architect provided and the plan package done not include the cut-sheets, listing data, and installation instructions for the gas fired fire pits proposed. Provide the cut-sheets, listing data, and installation instructions for the gas fired fire pits proposed. 14. Correct the Utility Schedule on sheets P3.2 and P3.3: A) Correct the sewer fixture units: 1) The fountain and water falls require drainage for back washing the filters and draining the systems. The plans do not show the locations of the pump and filter systems for the fountain and water falls. Please address in the plumbing designs. None of the required drains for the public spas and pools (back wash drainage) are shown. 2) The utility schedule shows all the fioor sinks are rated at only 2 fixture units. The floor sinks receiving the indirect waste from a three compartment sink must be counted as 3 fixture units (the total of the flow into the indirect waste receptor. Please correct. The three compartment sink drainage is not shown in the sewer load. City OfCarlsbad 111293 7/28/2011 B) Correct the water fixture units: 1) The M & P response states: "Pool and all spa's are fed from different water connection (not part of this design) please see civil drawings." But not civil drawings and no civil engineer's responses provided In this plan package. The fill lines for the swimming pool and three spas are not counted in the water loads. 2) The M & P response states: "Already included under WC (stub out) in the utility schedule table sheet P3.2." But the utility schedule table only shows the three water falls and does not address the fountain at the Stairs shown on sheet A2.2 Key Notes #5 and detail 2 on sheet A3.4. Please correct. The fill line for the new water fountain at the stairs was not counted in the water loads. C) No response provided? Clearly note the Utility Schedule on sheet P3.2 only show the new added water and sewer loads to the existing systems. Please show the existing loading on each system. 15. Where on the plans does the soda waste material is the acid waste and the piping material is ABS. The plans still show the drainage of the acid waste system to the grease waste system not the regular sewer drainage as noted in the response. Please correct sheet P3.2 to agree with the response. Plans show acid waste systems (AW) in the pool bar area and the storage room. Please explain why? Please list what acids are being drained. Please show the type of piping materials to be used for the acid waste systems. Also explain the acid waste systems draining to the grease waste system? 17. Please provide the cut-sheets and installation data for the proposed "Pressure and temperature balancing devises" for the lavatories and shows to comply with CPC 413-418. Energy Standards 113(C)3. Describe the method of compliance for temperature limitations for the following fixture types: public use lavatories (limited to 110 degrees) and (bathtubs, bidets, and showers (120 degrees)). Note: The water heater thermostat may not be used for compliance with this Code section. CPC 413-418. Energy Standards 113(C)3. 18. The plumbing drawing still do not address the third gas fired fire pit at the Lobby Bar Terrace. Sheet A4.2 shows two gas fired fire pits proposed and sheet A4.3 shows an additional gas fired fire pit at the Lobby Bar Terrace. But the gas plans and calculations on sheet P4.3 show only two of the three fire pits. Please correct. 19. Still no swimming pool and spa plans provided? The gas line plans and calculations on sheet P4.3 include only two gas heaters for the three new spas and new swimming pool. Please correct. 20. Still no swimming pool and spa plans provided? Detail the gas regulator requirements: An accessible shut-off valve installed upstream of the regulator and vented to the exterior. CPC 1209.7 & 1211.10. City of Carlsbad 111293 7/28/2011 21. Still no swimming pool and spa plans provided? Sheet P3.3 does not show the location of the gas pressure regulator. 23. See the item #14.B) above. Correct the existing plus new water demands used in the water line sizing. Provide complete water line sizing calculations: Include the water pressure, pressure loss calculations, water demands, and the developed pipe lengths. UPC 610.0 or Appendix 'A'. Please show the water meter size, the total water demand at the water meter, minimum & maximum water pressure at the water meter, elevation pressure loss (0.5 psi per foot of elevation) and the location of the public water meter so the, CPC, Table 6-6 can be used. (CPC, Table 6-5 was used for water demand so CPC, Table 6-6 must be used for pipe sizing.) 24. On sheet P3.2 please show the plumbing in the Soda Room in what is now called a Storage Room. MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) 25. Stiil no swimming pool and spa plans provided? Please address how flue systems for the four Spa heaters and the Swimming Pool heater are to be run out of the pool equipment room under the ramp and Cabana areas. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2010 CALIFORNIA ELECTRICAL CODE) • This project encompasses many areas that will require egress lighting with back-up power. The locations to include any areas impacted by the building egress design (not provided) as well as the new locations covered by this permit. Include the inverter capacity and the circuiting from the exterior light fixtures on the electrical plans. CBC 1006.3 2. On sheet E2.0 in the electrical room is an "inverter"? What is that for? Include details: Rating ofthe inverter (and) the circuits provided with the inverter back- up. 5. If this location contains any of the components listed in CBC 1006.3, then identify the fixtures and the method of providing back up power. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. END OF DOCUMENT / EsGii Corporation In (Partnership with government for (Building Safety DATE: 6/27/2011 • AEEUCANT JURIS^ JURISDICTION: City of Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 111293 SET: I PROJECT ADDRESS: 2100 Costa Del Mar PROJECT NAME: La Costa Resort & Spa Clubhouse Adult Pool Addition I I The plans transmitted herewith have been corrected where necessaiy and substantially comply with the jurisdiction's codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ^ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to fonward to the applicant contact person. XI The applicant's copy of the check list has been sent to: Tom McCabe 2100 B San Elijo Ave. Cardiff by the Sea, CA 92007 I I Esgil Corporation staff did not advise the applicant that the plan check has been completed. IXI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Tom McCabe Telephone #: 760-207-5720 Date contacted: uf^."? I It (by: t^iL.) Email: tmccabe@mccabearch.com Fax #: £ Mail^ Telephone*-^ Fax In Person • REMARKS: By: David Yao Enclosures: EsGil Corporation lEl GA iEl EJ • PC 6/16 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 iBiiiliiMiMlmfiMiiTnr-r iiiiiiiiiirfilMlii'i'' ' City OfCarlsbad 111293 6/27/2011 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 111293 JURISDICTION: City ofCarlsbad OCCUPANCY: A-2 USE: clubhouse TYPE OF CONSTRUCTION: III-A ACTUAL AREA: ALLOWABLE FLOOR AREA: ? STORIES: HEIGHT: SPRINKLERS?: Y OCCUPANT LOAD: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE PLANS RECEIVED BY ESGIL CORPORATION: 6/16 DATE INITIAL PLAN REVIEW COMPLETED: 6/27/2011 PLAN REVIEWER: David Yao FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2010 CBC, which adopts the 2009 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2009 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed UP the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e.. plan sheet number, specification section, etc. Be sure to enclose the marked UP list when you submit the revised plans. City OfCarlsbad 111293 6/27/2011 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed bythe City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • PLANS 1. All sheets of the plans and the first sheet of the calculations are required to be signed by the licensed architect or engineer responsible for the plan preparation. California State Law. 2. Provide a statement on the Title Sheet of the plans, stating that this project shall comply with the 2010 California Building Code, which adopts the 2009 IBC, 2009 UMC, 2009 UPC and the 2008 NEC. 3. What is the use of tenant A and B? Please clarify on the plan. 4. On the cover sheet of the plans, specify any items that will have a deferred submittal (trusses, etc.). Additionally, provide the following note on the plans, per Sec. 107.3.4.2: "Submittal documents for deferred submittal items shall be submitted to the registered design professional in responsible charge, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official." Pool and Soa • SITE PLAN 5. Provide a fully dimensioned site plan drawn to scale. Sec. 107.2. Include the following: a) Clearly dimension building setbacks from property lines, street centeriines, and from all adjacent buildings and structures on the site plan. b) Property lines/easements. City of Carlsbad 111293 6/27/2011 c) Streets/alleys. 6. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan." 7. Show dimensioned parking layout, including any required disabled access spaces. Section 107.2. 8. Provide total construction cost of this project. • BUILDING AREA 9. Provide area analysis to show the addition plus the existing still within the allowable floor area. Is this building unlimited floor area? Table 503. • FIRE-RESISTIVE CONSTRUCTION 10. Where one-hour fire-resistive construction is required, an approved automatic sprinkler system, when not otherwise required, may be substituted for the one-hour construction. Table 601, Footnote'd'. However, the 1-hour substitution for the fire resistance of exterior walls shall not be permitted. 11. Provide details on the plans for the fire-resistive construction. Include roof/ceiling assemblies, floor/ceiling assemblies, wall assemblies, column and beam assemblies, etc. Be sure to list with each detail the basis of approval (U.L. listing number, ICC research report, etc.). 12. Detail how fire-resistive wall construction will be maintained at built-in wall fixtures and behind mailboxes, fire extinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 713.3.2.(if applicable) 13. Detail on the plans how fire-resistive wall and ceiling protection will be maintained at all duct penetrations, such as at bathroom and kitchen hood fans, laundry room fans and dryer vents. Section 716. (if applicable) 14. Fire dampers shall be installed per Section 716.5 at all duct and air transfer openings of: a) Ceilings of fire-resistive floor-ceiling assemblies or roof-ceiling assemblies. 15. Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor- ceilings and roof-ceilings shall be protected as required in IBC Section 713." 16. Clearly identify location and hourly fire-resistive rating of vertical shafts on the plans. Provide construction details showing location of fire dampers and how fire resistivity will be maintained at floors and roofs. Section 708.(if applicable) FIRE BARRIERS 17. Incidental use areas may need to be separated from the main occupancy. See Table 508.2.5 below. Please address the following specific concerns: a) Storage 1 City OfCarlsbad 111293 6/27/2011 b) Even if sprinklers are used to eliminate the need for 1-hour wall construction. Section 508.2.5.2 still requires the partitions to extend to the underside of the floor/roof above and for anv doors in the partitions to be self-closing. ROOM OR AREA SEPARATION AND/OR PROTECTION Storage rooms over 100 square feet 1 hour or provide automatic fire-extinguishing system • EXITS 18. Please provide an exit analysis plan (may be 8 1/2" x 11" or any convenient size). Show in this analysis the occupant load of each area, the general exit flow patterns (by using arrows), accumulated occupant loads and required exit widths. Section 107.2.3. 19. In rooms or areas where the occupant load exceeds the values in the table below, two exits shall be provided. Section 1015.1. OCCUPANCY M/VXIMUM OCCUPANT LOAD A, B, E, F, M, U 49 20. At least two exits must be provided from each floor in a building, per Section 1021. Exceptions: Stories Requiring Only One Exit STORY OCCUPANCY M/VXIMUM OCCUPANTS PER FLOOR AND TRAVEL DISTANCE 1®* story or basement A, B, E, F, M, U, S^ 49 occupants and 75' travel distance 21. Three exits are required if the occupant load is 501 to 1000 (and four exits are required ifthe occupant load exceeds 1000). Section 1021. 22. Egress from a room through an adjoining room (Section 1014.2): a) Egress shall not pass through kitchens, store rooms, closets or spaces used for similar purposes. 23. The common path of egress travel shall not exceed 75 feet (25' for H-1, H-2 and H-3 occupancies). Section 1014.3. a) In Group B, F and S occupancies, this may be increased to 100' if the building has an automatic sprinkler system. 24. Note on the plans; "All egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort." Section 1008.1.9.3. In lieu of the above, in a Group B, F, M or S occupancies (or Group A having an occupant load of 300 or less), you may note on the plans "Provide a sign on or City of Carlsbad 111293 6/27/2011 near the exit door, reading THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." This signage is only allowed at the main exit. 25. Regardless of occupant load, a floor or landing not more than Va inch below the threshold is required on each side of an egress door. Section 1008.1.7. • STAIRWAYS 26. Stainway riser must be 4 inches minimum and 7 inches maximum and minimum run shall be 11 inches. Section 1009.4.2. Please specify the rise and run for all stairwavs on the plan. 27. A minimum headroom clearance of 6'-8" for stairways should be indicated on the plans. Section 1009.2. 28. Enclosed usable space under interior or exterior stainways should be protected on the enclosed side as required for one-hour fire-resistive construction. Section 1009.6.3. 29. All interior exit stairways shall be enclosed (even 2-level stairs). Section 1022.1. Exceptions: a) In other than H and I occupancies, interior egress stainways serving only the first and second stories of a building equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 [73-R system not allowed] are not required to be enclosed, provided at least two means of eoress are provided from both floors served bv the unenclosed stairwavs. Please clarify two exits from both floors. Section 1016.1, Exception 4. 30. Handrails (Sections 1012 and 1009.12): Show all the handrails details for all stairwavs. Some of the information was provided for some of the stainA/avs. a) Handrails are required on each side of stairways. b) Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. Additionally, the open sides of stairs shall be provided with 42" high guards, per Section 1013. c) The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. Ifthe handrail is not circular, it shall have a perimeter dimension of at least 4" and not greater than 6.25" with a maximum cross-section dimension of 2.25 inches. d) Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. e) Handrails shall be continuous, without interruption by newel posts or other obstructions. f) Handrails shall extend 12" beyond the top riser and continue to slope for the depth of one tread beyond the bottom riser. g) Ends of handrails shall be returned to a wall, guard or the walking surface. City OfCarlsbad 111293 6/27/2011 ROOFS 31. A Class A roof covering is required, (city policy) Please specify on the plan. 32. Specify on the plans the following information for the roof materials, per Section 1506.3: a) Manufacturer's name. b) Product name/number. c) ICC approval number, or equal. 33. Specify minimum 1/4 inch per foot roof/deck slope for drainage. Section 1507.10.1. 34. Show the sizes/locations of roof drains and overflows. Section 1503.4. • MISCELLANEOUS LIFE/SAFETY 35. Specify on the plans that portable fire extinguishers will be installed in the building in accordance with Section 906. 36. Where columns are required to be fire-resistance rated by any provisions of the code, the entire column shall be provided individual encasement protection on all sides for the full column length. Section 704.2. 37. Guards (Section 1013): a) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Section 1607.7. b) Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6". c) Glass balusters shall be installed with a continuous rail along the top. Section 2407.1.2. . ACCESSIBILITY 38. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. FOUNDATION 39. A foundation/soils investigation is required for all projects in Seismic Design Categories C, D, E or F. Section 1803.5.11. (No soil report was provided to Esgil Corp.) 40. Provide a copy of the project soil report prepared by a licensed civil engineer. The report shall include foundation design recommendations based on the engineer's findings. City of Carlisbad 111293 6/27/2011 41. In Seismic Design Categories C, D, E or F, the soils investigation must address liquefaction, and, if retaining walls are proposed, the soils investigation must address increased loading on the walls due to earthquake motions. Section 1803.5.11. 42. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans (when required by the soil report). 43. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity ofthe foundation. Sections 107.2 and 1603.1.6. 44. Provide complete structural calculation to justify all the information shown on the foundation plan. • STRUCTURAL 45. Provide the following note on the plans: "The contractor responsible for the construction of the seismic-force-resisting system shall submit a written Statement of Responsibility to the building official prior to the commencement of work on the system." Section 1709. 46. Provide complete structural calculation. (No structural calculation was provided) • ADDITIONAL 47. Provide specification of the canvas for the cabanas. State Fire Marshall approved material? 48. Provide structural detail of the cabanas. How the cabanas connect together and to the structure below? Calculation? 49. Provide specification for the lift. Adequate header room? 50. Refer to the following corrections for mechanical, plumbing, electrical and energy items. 51. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 52. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please brieflv describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: • Yes • No City of Carlsbad 111293 6/27/2011 53. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2010 CALIFORNIA ELECTRICAL CODE) 1. Include a load summary for 1DBA2A on the single line diagram. It appears to have an additional 400 ampere feeder overcurrent device added to it. 2. On sheet E2.0 in the electrical room is an "inverter"? What is that for? 3. Include a voltage drop summary from the main service (MSBC) to the distribution board 1DBA2A. 4. The L8 fixture type, if it has water in common with the spas, must be a listed swimming pool fixture, not fountain fixture, type. 5. If this location contains any of the components listed in CBC 1006.3, then identify the fixtures and the method of providing back up power. ENERGY CONSERVATION 6. Include the OLTG forms with the energy design. 7. Provide envelope energy design for the Tenant Finish Out - A and Tenant Finish Out - B, that are required to be heated. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. City of Carlsbad 111293 6/27/2011 PLUMBING AND MECHANICAL CORRECTIONS • PLAN REVIEW NUMBER: 111293 SET: I PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 1. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. 2. Please show required heating and ventilation systems for the Tenant Finish Out - A and Tenant Finish Out - B. Show compliance with CBC, Section 1204.1: "Interior spaces intended for human occupancy shall be provided with active or passive space-heating systems capable of maintaining a minimum indoor temperature of 68°F. at a point 3 feet above the floor on the design heating day. Show compliance with CBC, Section 1204.1: "Interior spaces intended for human occupancy shall be provided with active or passive space-heating systems capable of maintaining a minimum indoor temperature of 68°F. at a point 3 feet above the floor on the design heating day. 3. The City Building Official to review evidence of Health Department approval for bar, restaurants and public pools and restrooms serving the pool area and bar area. 4. Please show the existing and new building sewer and building drain lines on the foundation drawing running through the foundations and or just under the foundations. On sheets S3.OA & S3.OB and provide foundation sections at the underground sewer line see sheet P3.2. Also, address the storm drainage piping shown of sheet P3.4 on the foundation drawing, sheets S3.OA & S3.OB. 5. Please address the storage and use of pool chemicals for the new spas, swimming pool and fountain. Show types of chemicals, locations, and amounts. 6. Sheet M2.1 shows a Pump Room Storage under the stairs next to the Womens Locker Room, but is not shown on the rest of the drawings? Please correct. 7. The drawings do not clearly show the construction of the required roof over the Bar Area at the Pool Deck Level to keep the rain water out of the floor drain, floor sinks and the three compartment sink. Please correct the construction drawings to show the deck over the Bar shown in detail 02 on sheet A4.3. No sections and no framing plans provided for the proposed deck. PLUMBING (2010 CALIFORNIA PLUMBING CODE) 8. Please provide data to show the existing 4 inch building sewer is sized to receive the new sewer load plus the existing sewer load. Shown on sheet P3.2. City OfCarlsbad 111293 6/27/2011 9. Sheet P3.1 shows water connections to three locations for "water fall" but not shown on the rest of the drawings. Please address. 10. Please provide plumbing plans for the swimming pool, 4 spas and the water fountain. Also, address the three water falls. 11. Sheet P3.2 shows a floor drain in the Spa drain directly connected to the building sewer. Please explain, provide listing data for spa (and Health Department approval) to connect Spa drain directly connected to the building sewer. Also, address the floor drains shown on sheet P3.2 at the locations of the water falls also directly connecting to the sewer. 12. Show the required traps and vent for each floor drain. Correct sheets P4.1 13. Provide the cut-sheets, listing data, and installation instructions for the gas fired fire pits proposed. 14. Correct the Utility Schedule on sheet P3.2: a) Correct the sewer fixture units: i) None of the required drains for the public spas and pools (back wash drainage) are shown. ii) The three compartment sink drainage is not shown in the sewer load. b) Correct the water fixture units: i) The fill lines for the swimming pool and three spas are not counted in the water loads. ii) The fill line for the new water fountain at the stairs was not counted in the water loads. iii) No drinking fountain provided for the pool area? c) Clearly note the Utility Schedule on sheet P3.2 only show the new added water and sewer loads to the existing systems. Please show the existing loading on each system. 15. Plans show acid waste systems (AW) in the pool bar area and the storage room. Please explain why? Please list what acids are being drained. Please show the type of piping materials to be used for the acid waste systems. Also explain the acid waste systems draining to the grease waste system? 16. Provide the following information concerning the new and or existing water heater: a) Show water heater size, type and location on plans. CPC 501.0 b) Show P & T valve on water heater and detail the drain routing to the exterior. It may not be installed upwards from the valve. CPC 506.2/608.3 City of Carlsbad 111293 6/27/2011 c) An expansion tank or other approved device is required downstream of a water pressure regulator. CPC 608.2. 17. Describe the method of compliance for temperature limitations for the following fixture types: public use lavatories (limited to 110 degrees) and (bathtubs, bidets, and showers (120 degrees)). Note: The water heater thermostat may not be used for compliance with this Code section. CPC 413-418. Energy Standards 113(C)3. 18. Sheet A4.2 shows two gas fired fire pits proposed and sheet A4.3 shows an additional gas fired fire pit. But the gas plans and calculations on sheet P4.3 show only two of the three fire pits. Please correct. 19. The gas line plans and calculations on sheet P4.3 include only two gas heaters for the three new spas and new swimming pool. Please correct. 20. Detail the gas regulator requirements: An accessible shut-off valve installed upstream ofthe regulator and vented to the exterior. CPC 1209.7 & 1211.10. 21. Sheet P3.3 does not show the location of the gas pressure regulator. 22. Detail the required listed reduced pressure principle backflow preventer as protection of water connection to carbonator. CPC 603.4.12 23. Provide complete water line sizing calculations: Include the water pressure, pressure loss calculations, water demands, and the developed pipe lengths. UPC 610.0 or Appendix 'A'. Please show the water meter size, the total water demand at the water meter, minimum & maximum water pressure at the water meter, elevation pressure loss (0.5 psi per foot of elevation) and the location of the public water meter so the, CPC, Table 6-6 can be used. (CPC, Table 6-5 was used for water demand so CPC, Table 6-6 must be used for pipe sizing.) 24. Please provide plumbing for the Soda Room in the Tenant Finish Out - A area. MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) 25. Please address how flue systems for the four Spa heaters and the Swimming Pool heater are to be run out of the pool equipment room under the ramp and Cabana areas. 26. Please address how required future heating and ventilation of the Tenant Finish Out - A area and Tenant Finish Out -B area is to be provided. 27. Show the required exhaust fan for the Pump Room under the stairs next to the Womens Locker Room shown on sheet M2.1. As per CMC, Table 4-4. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. City ofCarlsbad 111293 6/27/2011 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 • REMODELS. ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion ofthe building affected, is required to comply with all ofthe requirements for new buildings, per Section 1134B.2. These requirements apply as follows: a) The area of specific alteration, repair or addition must compiv as "new" construction. b) A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. c) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. d) Existing drinking fountains (if any) must be shown to comply with all accessibility features. e) Existing public telephones (if any) must be shown to comply with all accessibility features. SITE PLAN REQUIREMENTS 2. Clearly show that the site development and grading are designed to provide access to all entrances and exterior ground floor exits, as well as access to normal paths of travel, per Section 1127B.1. Where necessary to provide access, shall incorporate pedestrian ramps, curb ramps, stairways and handrails, etc. Where is/are accessible route to the addition? . ACCESSIBLE PARKING 3. Each lot or parking structure where parking is provided for the public, as clients, guests or employees, shall provide accessible parking as required by Section 1129B. Where is/are accessible parkina space and how it access to the addition? WALKS AND SIDEWALKS 4. If any proposed walks slope >1:20 (5%) they must comply with ramp requirements, per Section 1133B.5.1. 5. Walks along an accessible route of travel are required to be >48" minimum in width and have slip resistant surfaces, per Section 1133B.7. City of Carlsbad 111293 6/27/2011 PEDESTRIAN RAMPS 6. Show that any path of travel with a slope >1:20 (5%) complies with pedestrian ramp requirements, per Section 1133B.5. Please note or show the pedestrian ramp detail on the plan. 7. The allowable slope for an accessible ramp is ^1:12 (8.33%), per Section 1133B.5.3. Revise plans to show the least possible slope is being provided for all ramps, per Section 1133B.5.1. 8. The allowable cross slope at pedestrian ramps shall be ^ 1:50 per ft (2%), per Section 1133B.5.3.1. 9. Show or note that ramp surfaces will be slip resistant. 10. Ramps shall have a minimum width of 48 inches, per Section 1133B.5.2. Where a ramp serves as the only exit discharge path and serves an occupant load of 300 or more, the minimum clear width shall be 60 inches. 11. Provide plans to show required landings at the top and bottom of ramps, per Section 1133B.5.4.(all ramps) a) The bottom landing shall be >72" in the direction of travel. b) The top landing shall be a >60" x 60". 12. Show that the reauired intermediate landing is provided, per Section 1133B.5.4 as follows: a) >60" long where the elevation change is >30". b) >72" long at direction changes >30°. What is the direction chanaes for ramp from +44.5 to +46? Intermediate landing? City OfCarlsbad 111293 6/27/2011 MOTE 1 VMEN DOOR SWmS omo imms. or UM. aus DOOR SIT MM Vm» NO DOOR smuss cmo —• UMOWG HOIE 2 DCSTMCEOFEACH -BotTOu ism. ftmcfoi (a)STRA«SHr RAMP RUN NOTE. I MAmiM HOMZOKTAL ENSIiAIKE OF mM RMW! Alfi Rm MRT HOIE: ( WHEH DOOR SWiWSS ONTO LAMOKG' 4r MIK. RJt^ OOOR MOVED eo- lot WCH NQ EXX)R SWIHSS ONTO ' tKIBRMeOWE lEm PtAIKIRM ( b ) RAMP WITO 1URMIKS PlAIFOtH 13. Revise plans to show the minimum required depth of landing where a door swings over the top landing. The minimum depth of the landing is required to be equal to the door width, plus 42", per Section 1003.3.4.4. 14. Show handrails at each side of ramp(s) which are shown to be >1:20 (5%) in slope, per Section 1133B.5.5. 15. Show that handrails are >1 %" but ^114" in any cross sectional dimension. Additionally, show that the handrails are placed a >114" from any wall, per Section 1133B.5.5. 16. Show or note that handrails meet the following requirements, per Section 1133B.5.5: a) Are continuous. b) Are to be located >34" but <38" above the ramp surface. c) Extend >12" beyond both the top and bottom landings. City of Carlsbad 111293 6/27/2011 d) Ends are to be returned. 17. Where the ramp surface is not bounded by a wall, the ramp shall comply with one of the following requirements, per Section 1133B.5.6: a) A guide curb a minimum of 2" in height shall be provided at each side of the ramp; or b) A wheel guide rail shall be provided, centered 3" ± 1" above the surface of the ramp. I^" MIN. 12' MIM CUiDE RAIL CENTERED AT 3" ±r HIGH QUIDCI)AL0E1j«L KftNORAtl t CURB (cJWVCELGUK WHEaSUDEDCniL THESE CaWaWMSILLUSTRATEmE SPECIFIC REaimEr.ieTO OF THESE REGULATIONS AhB ARE WTENCeO OW.YAS AN AID FOR OM-DRXG DESIQN AND COtSTRUCTKM riGUr^ 11B^ET-HR AMPS AW} SIDEMUUJKS 18. Note that all wall surfaces, adjacent to handrails, will be free of sharp or abrasive elements, per Section 1133B.5.5.1 (i.e., no stucco). DOORS 19. Show, or note, that there is a level floor or landing on each side of all doors. The floor or landing is to be lower than the doonway threshold, per Section 1133.2.4.1. 20. Show or note that all hand-activated door opening hardware meets the following requirements, per Section 1133B.2.5.2: City of Carlsbad 111293 6/27/2011 a) Latching, or locking, doors in a path of travel are operated with a single effort by lever type hardware, by panic bars, push-pull activating bars, or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. b) Is to be centered >30" but <44" above floor. 21. Show or note that the maximum effort to operate doors shall not exceed Q-Yi pounds for exterior doors and 5 pounds for interior doors, with such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. When fire doors are utilized, the maximum effort to operate the door may be increased to not exceed 15 pounds. Section 1133B.2.5. 22. Show or note that the lower 10" of all doors comply with Section 1133B.2.6, as follows: a) To be smooth and uninterrupted, to allow the door to be opened by a wheelchair footrest, without creating a trap or hazardous condition. b) Narrow frame doors may use a 10" high smooth panel on the push side of the door. 23. Show that the minimum strike edge distances are provided at the level area on the side to which a door (or a gate) swings, per Section 1133B.2.4.3: a) >24" at exterior conditions. b) >18" at interior conditions. c) >12" on the push side, if the door has both a latch and a closer. Figure 11B-26A. STAIRWAYS AND HANDRAILS The following provisions apply to stairways with one or more risers, per Section 1002.1. Show all details for all stairways on the plan. 24. Show that handrails are provided on each side of the stairs, per Section 1133B.4.1.1. Exception: Private stainways 30" or less in height may have handrails on one side only. 25. Provide sections, details or notes to show that handrails are to be located >34" but <38" above nosing of treads, per Section 1133B.4.2.1. 26. Show that handrails extend a >12" beyond top nosing, and >12"-plus-tread-width beyond the bottom nosing. At the top, the extension shall be parallel with the floor. At the bottom, the handrail shall continue to slope for a distance of one tread width; the remainder ofthe extension shall be horizontal. Section 1133B.4.2.2. City OfCarlsbad 111293 6/27/2011 W MIN. J2«PIUSTPEAD WIDTH MIN. T« WBtDnmm EXTERIOR snms M-LIREAIBWE lOHfUEmHWMS SnSKS PES SEC.1tm4.4 •MESEDiM^vMStuismm. rm SPECIFICicQuiReMeKrs OF TM^ RESULATlOMS MO AnyHTlNDEO QMLY AS AM AIO PIGUHE 11 a.9S~WAANM» SWIPING AND HANDRAIL BCnSNSKMS 27. Per Section 1133B.4.2.6.1, provide details, sections or notes to show that handgrip portions of handrails are: a) >1 VA" and ^1 Yi" in cross sectional dimension. b) The shape may provide an equivalent gripping surface. c) The handgrip portion shall have a smooth surface, without any sharp corners. 28. Stair treads shall be no less than 11" deep, measured from riser to riser. Section 1133B.4.5.3. This applies even if basic UBC provisions may allow a narrower tread. 29. Show or note that interior stair treads are marked at the upper approach and the lower tread of each stair, by a strip of clearly contrasting color, per Section 1133B.4.4, as follows: a) At least 2" wide (but not more than 4" wide). b) Placed parallel to and not more than 1" from the nose of the step or landing. c) The strip shall be as slip resistant as the other treads of the stair. 30. Note that all tread surfaces comply with Section 1133B.4.5, as follows: a) Open risers are not permitted. b) Stair treads shall be no less than 11" deep, measured from riser to riser. City of Carlsbad 111293 6/27/2011 c) Be slip resistant. d) Have smooth, rounded or chamfered exposed edges. e) Have no abrupt edges at the nosing. f) Nosing shall not project >1 /4" past the face of the riser above. SANITARY FACILITIES • MULTIPLE ACCOMMODATION SANITARY FACILITIES (Show all the dimensions on the plan) City of Carlsbad 111293 6/27/2011 59" MIN. AT FLOOR-MOUNTED W.C. WHEN DOOR SWINGS IN 56" MIN. AT WALL-MOUNTED W.C. WHEN DOOR SWINGS IN 54" MIN. 60" MIN. FLUSH ACTIVATOR ON WIDE SIDE 24" . MIN. \_ GRAB BAR DIAMETER \ CLEAR 130" X 48" I CLEAR SPACE 44" MIN. 0 CLEAR 31. Show that the accessible rest room is to be provided with a 60" minimum diameter clear space measured from the floor to a height of 27 inches. NOTE: Doors (other than the door to the accessible toilet compartment) in any position may encroach into this space by not more than 12 inches, per Section 1115B.3.1. 32. Doors shall not swing into the clear floor space required for any fixture within the City of Carlsbad 111293 6/27/2011 33. Show that at least one water closet fixture, located in a compartment, shall provide the following, per Section 1115B.3.1.4: a) >28" clear space from a fixture (or >32" clear space from a wall) at one side. b) The other side of the water closet shall provide 18" from the centeriine of the water closet to the wall. c) The compartment shall be a minimum of 60" wide. d) Clear space in front of the water closet shall be: i) >48" if the compartment has an end opening door. e) Grab bars shall not project more than 3" into the clear spaces indicated! 34. Show or note, per Section 1115B.3.1.4 that the doors to the accessible water closet compartment will be equipped with a self closing device with: a) >32" clear opening width when located at the end of the compartment. RESTROOM FIXTURES AND ACCESSORIES 35. Show, or note, on the plans that the accessible water closets meet the following requirements, per Section 1115B.4.1: a) The seat is to be >17" but <19" in height. b) The controls for flush valves shall be: i) Mounted on the side of the toilet area. ii) Be ^44" above the floor. 36. Show, or note, on the plans that accessible urinals meet the following requirements, per Section 1115B.4.2: a) The rim of at least one urinal shall: i) Project at least 14" from the wall. ii) Be <17" above the floor. b) The control mechanism is to be located ^44" above the floor. c) >30" X 48" clear floor space is provided in front of the accessible urinal. Section 1115B.4.2. 37. Show that accessible lavatories comply with the following, per Sections 1115B.4.3: a) >30" X 48" clear space is provided in front for forward approach. The clear space may include knee and toe space beneath the fixture. b) When lavatories are adjacent to a side wall or partition, there shall be a minimum of 18" to the center line of the fixture to the wall. c) The counter top is ^34" maximum above the floor. d) >29" high, reducing to 27" at a point located 8" back from the front edge. City of Carlsbad 111293 6/27/2011 e) >9" high x 30" wide and 17" deep at the bottom. f) Hot water pipes and drain lines are insulated. 38. Show that grab bars comply with the following, per Section 1115B.4: a) Grab bars shall be located on each side or one side and the back of the water closet stall or compartment. b) They shall be securely attached 33" above the floor, and parallel. NOTE: Where a tank-type toilet is used which obstructs placement at 33", the grab bar may be installed as high as 36". c) Grab bars at the side shall be located: i) 15" to 16!^" (±1") from the center line of the water closet stool. ii) Be >42" long with the front end positioned 24" in front of the stool. iii) Total length of bars at the back shall be >36". d) The diameter, or width, of the grab bar gripping surface is >1 %" but <V/2", or the shape shall provide an equivalent gripping surface. e) If mounted adjacent to a wall, the space between the wall and the grab bar shall be 1/2". 39. Per Section 1115B.8, show on the plans <40" height for: a) The operable parts of at least one: i) Paper towel dispenser. ii) Sanitary napkin dispenser. iii) Waste paper disposal. iv) Other similar dispensing and/or disposal fixtures. b) The bottom edge of mirrors. 40. If showers are proposed, show or note compliance with the followina reauirements on the plan, per Section 1115B.4.4: a) Size and Clearance. Accessible showers shall comply with one of the following: i) Roll-in shower 60 inches minimum in width between wall surfaces and 30 inches in depth with a full opening width on the long side. Shower compartment size and clear floor space shall comply with Figure 11B-2A. ii) Alternate roll-in shower 60 inches minimum in width between the wall surfaces and 36 inches in depth with an entrance opening width of 36 inches minimum. Shower compartment size and clear floor space shall comply with Figure 11B-2B. iii) Alternate roll-in shower 60 inches minimum in width between the wall surfaces and 36 inches in depth as long as the entrance opening City OfCarlsbad 111293 6/27/2011 width is a minimum of 36 inches. Shower compartment size and clear floor space shall comply with Figure 11B-2C. b) Threshold in roll-in type showers shall be inch in high maximum and shall comply with Section 1124B.2. c) Orientation. Where within the same functional area, two or more accessible showers are provided, there shall be at least one shower constructed opposite hand from the other or others (i.e., one left-hand control versus right-hand control). d) Water controls shall be of a single-lever design, operable with one hand, and shall not require grasping, pinching or twisting of the wrist. The center line of the controls shall be located at 40 inches above the shower floor. i) Controls in a 60-inch minimum by 30-inch minimum shall be located on the back wall of the compartment adjacent to the seat and the centeriine ofthe controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11B-2A. ii) Controls in a 60-inch minimum by 36-inch minimum alternate roll-in shower shall be located on the side wall of the compartment adjacent to the seat and the centeriine of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11B-2B. iii) Controls in a 60-inch minimum by 36-inch minimum alternate roll-in shower with optional enclosure shall be located on the back wall of the compartment adjacent to the seat and the centeriine of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11B-2C. e) A flexible hand-held shower unit is required with at least a hose 60 inches long that can be both used as a fixed shower head and hand held. This unit shall be mounted such that the top of the mounting bracket is a maximum of 48 inches above the shower floor. i) The hand held sprayer unit a 60-inch minimum by 30-inch minimum shall be located on the back wall of the compartment adjacent to the seat and the centeriine ofthe controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11B-2A ii) The hand held sprayer unit in a 60-inch minimum by 36-inch minimum alternate roll-in shower shall be located on the side wall of the compartment adjacent to the seat and the centeriine of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11B-2B. iii) The hand held sprayer unit in a 60-inch minimum by 36-inch minimum alternate roll-in shower with optional enclosure shall be located on the back wall of the compartment adjacent to the seat and the centeriine of the controls shall be within a range of no less City of Carlsbad 111293 6/27/2011 than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11B-2C. f) The floor slope shall be a maximum of 2% in any direction. Where drains are provided, the grate shall have openings % inch maximum and located flush with the floor surface. g) Indicate on the plans a folding seat, located on the wall adiacent to the controls, 18" above the floor and shall not extend more than 6 inches from the wall. The seat dimensions and mounting position shall comply with Figures 11B-2A, 11B-2B, 11B-2C. h) Grab bars complying with Section 1115B.4.4.8 shall be located: i) On walls adjacent to and opposite the seat. ii) Mounted >33" but <36" above the shower floor. iii) Grab bars shall not extend into that portion of the wall over the seat. See Figures 11B-2A, 11B-2B, 11B-2C i) The soap dish when provided shall be located on the control wall ^0" above the shower floor and within reach limits from the seat. Section 1115B.4.4.9. j) Enclosures when provided for shower compartments shall not obstruct controls or obstruct transfer from wheelchairs onto the shower seat. • SIGNAGE 41. Per Section 1011.3, tactile exit signs shall be required at the following locations: a) Wherever basic CBC provisions require exit signs from a room or area to a corridor or hallway. The tactile exit sign shall have the words, "EXIT ROUTE." b) Each grade-level exit door. The tactile exit sign shall have the word, "EXIT." c) Each exit door that leads directly to a grade-level exterior exit by means of a stairway or ramp. The tactile exit sign shall have the following words as appropriate: i) "EXIT STAIR DOWN." ii) "EXIT RAMP DOWN." iii) "EXIT STAIR UP." iv) "EXIT RAMP UP." 42. Where permanent identification is provided for rooms and spaces, raised letters shall also be provided and shall be accompanied by Braille. Section 1117B.5. 43. Provide a note on the plans stating that the signage requirements of Section 1117B.5 will be satisfied. City of Carlsbad 111293 6/27/2011 GROUP A OCCUPANCIES 44. Show that dining, banquet and bar facilities are accessible, per Section 1104B.5, as follows: Provide min. 28-34" hiah 60" in length accessible bar counter oer 1104B.5.4. END OF DOCUMENT City of Carlsbad 111293 6/27/2011 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 111293 PREPARED BY: David Yao DATE: 6/27/2011 BUILDING ADDRESS: 2100 Costa Del Mar BUILDING OCCUPANCY: A2 TYPE OF CONSTRUCTION: III-A BUILDING PORTION AREA ( Sq. Ft) Valuation Multiplier Reg. Mod. VALUE ($) add to existing clubhouse per city 552,051 Air Conditioning Fire Sprinklers TOTAL VALUE 552,051 Jurisdiction Code cb By Ordinance BIdg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: IU Repetitive Fee Repeats • Complete Review • Other |—I Hourly EsGil Fee • Structural Only Hr. @ * $2,265.70 $1,472.71 $1,268.79 Comments: Sheet 1 of 1 macvalue.doc + ^ CITY OF CARLSBAD BUILDING PLANCHECK CHECKLIST E-36 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov ENGINEERING Plan Check for 08 11-1293 Review # 1 Date: 07/06/11 Project Address: 2100 Costa Del Mar APN: 216-590-01 Project Description: Adding new bathrooms & exterior bar Valuation: 552,051 ENGINEERING Contact: Kathleen Lawrence Phone: 760-602-2741 Email: kathleen.lawrence@carlsbadca.gov Fax: 760-602-1052 STOP! Please Read X Please make the necessary Any outstanding Issues will be marked with corrections to the plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specification to the Building division for resubmittal to the Engineering Division. Items that conform to permit requirements are marked with / ATTACHMENTS: Engineering Application Stonn Water Form Right-of-Way Application/Info. Sheet Reference Documents OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT BY: KATHLEEN LAWRENCE REMARKS: DATE: 08/04/11 Notification of Engineering APPROVAL has been sent to via , • on E-36 Page 1 of 6 REV 4/30/11 CB 11-1293 Review # 1 1. SITE PLAN Please see note #10 'Additional Comments' Any easements? Provide a fully dimensioned site plan drawn to scale. Show: • r/ ~1 North arrow Existing & proposed structures LZJ Existing street improvements Property lines (show all dimensions) I /" 1 Easements Right-of-way width & adjacent streets ~7~] Driveway widths ~7~] Existing or proposed sewer lateral ZZZI Existing or proposed water service _/J Submit on signed approved plans: DWG No. Please show all slopes. Show on site plan: • c • / I Drainage patterns / I Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. j/_}M)D THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". / I Existing & proposed slopes and topography JSize, location, alignment of existing or proposed sewer and water service(s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. / I Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: I I I 1 / Site address 7 I Assessor's parcel number / I Legal description/lot number For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. Show all existing use of SF and new proposed use of SF. Example: Tenant Improvement for 3500 SF of warehouse to 3500 SF of office. Lot/Map No.: 2 Subdivision/Tract: CT93-01-01 Reference No(s): Map no. 14984 E-36 Page 2 of 6 REV 4/30/10 CB 11-1293 Review # 1 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. Please provide CY's for any import/export and/or fill. /Jinadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" I Grading Permit required. NOTE: The qradina permit must be issued and rough grading approval obtained priorto issuance of a building permit. I Graded Pad Certification required. (Note: Pad certification may be required even if a grading pemiit is not required.) All required documentation must be provided to your Engineering Construction Inspector per the attached list. The inspector will then provide the engineering counter with a release for the building pemiit. No grading permit required. Minor Grading Permit required. See attached marked-up submittal checklist for project- specific requirements. 6. MISCELLANEOUS PERMITS 1 RIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private work adjacent to the public right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. I Right-of-way permit required for: E-36 Page 4 of 6 REV 6/30/10 CB 11-1293 Review # 1 7. STORM WATER Construction Compliance See note #10 'Additional Comments' /j Project Threat Assessment Form complete. / I Enclosed Project Threat Assessment Form incomplete. /I Requires Tier 1 Storm Water Pollution Prevention Plan. Please complete attached form and retum (SW 11-258 ) Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Development (SUSMP) Compliance f~7~1 storm Water Standards Questionnaire complete. Storm Water Standards Questionnaire incomplete. Please make the corrections, re-sign the questionnaire and resubmit with next submittal. Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. httD://www.carisbadca.aov/business/buildinq/Documents/EnaStandsw-stds-vol4-ch2.pdf Project needs to incorporate low impact development strategies throughout in one or more of the following ways: I I Rainwater harvesting (rain barrels or cistern) I 1 Vegetated Roof I I Bio-retentions cell/rain garden I I Pervious pavement/pavers I I Flow-through planter/vegetated or rock drip line r~1 Vegetated swales or rock infiltration swales r~1 Downspouts disconnect and discharge over landscape I I Other: E-36 Page 5 of 6 REV 4/30/10 CB 11-1293 Review # 1 9. WATER METER REVIEW . Domestic (potable) Use Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. NOTE: the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements. For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be %°. 8. FEES N/A Required fees have been entered in building permit. Drainage fee applicable Added square feet Added square footage in last two years? Permit No. Permit No. Project built after 1980 Impervious surface > 50% Impact unconstructed facility Fire sprinklers required Qyes Upgrade Q yes No fees required yes nno yes Dno • yes r~]no yes LJrio [3] no (is addition over 150' from center line) •no 10. Additional Comments E-36 Page 6 of 6 REV 4/30/10 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB 11-1293 DATE June 15. 2011 ADDRESS 1200 Costa Del Mar RESIDENTIAL ADDITION- MINOR (<17,000.00) RETAINING WALL POOUSPA TENANT IMPROVEMENT COMPLETE OFFICE BUILDING VILLAGE FAIRE SOLAR PANELS OTHER bathroom/exterior bar for adult pool area PLANNER Van Lynch l)-}<' DATE 6-15-11 ENGINEER DATE H:\ADMIN\COIINTER/PUNNING/ENClNEEmNG APPROVALS Carlsbad Fire t)epartmeiit Plan Review Requirements Category: TI, COMM Date of Report: 08-04-2011 Reviewed by: 44^ Name: Address: TOM MCCABE 201 IB SAN ELIJO AV CARDIFF BY THE SEA CA 92007 Pennit #: CB 111293 Job Name: LA COSTA RESORT: 3513 SF BATH Job Address: 2100 COSTA DEL MAR RD CBAD y^MiHa&iteBMiiiUiiMWiitoaitii^iM^^ flK^nnmmmti^mmkatmmMmmmtKi^ilB^ Conditions: Cond: CON0004808 [NOT MET] ** CITY OF CARLSBAD FIRE DEFARTMEN-V APPROVED THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Cond: CON0004819 [MET] REQUIREMENT: The existing automatic fire sprinkler system that is constmcted of CPVC, SHALL be replaced with steel piping. CPVC does not allow for area increase in any occupancy except R-l. Additionally, CPVC will not provide the same level of fire protection as steel piping in A, M or S occupancies. Entry: 08/04/2011 By: GR Action: AP RECOMMENDED FOR APPROVAL Page: 1 of 2 Daryl K. James & Associates, Inc. Checked by: Susan Guzzetta Date: Julv 27. 2011 BLDG. DEPT COPY APPLICANT: Tom McCabe JURISDICTION: Carlsbad Fire Department PROJECT NAME: La Costa Resort PROJECT ADDRESS: 2100 Costa Del Mar Carlsbad PROJECT DESCRIPTION: CB111293 Addition of new bathroom & exterior bar INSTRUCTIONS • This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. • The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. • To expedite the recheck process, please note on this document (or copy) how and where each correction item listed below has been addressed (sheet number, note number, detail number, legend number, etc.). Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. - PLEASE SEND OR DELIVER REVISED PLANS WITH BUILDING DEPT. COMMENTS DIRECTLY TO: SUSAN GUZZETTA 5121 COSTA RUSTICO SAN CLEMENTE, CA 92673 • Please direct any questions regarding this review directly to: Susan Guzzetta at 949-573-1558 or stquzzetta@qmail.com IS V Provide scope of work on cover page. * Noted on Sheet TS "Project Description" A2.1 V Fire Pit noted on plan. Please show location and indicate if proposed or new addition. * Gas fire pit noted A8.2 detail #2, #3. V Please indicate if any hazardous materials are involved with this plan submittal with regard to the pool equipment area shown. If hazardous materials are utilized in the pool equipment room, indicate which * materials and please include amounts. Pool materials existing at operations facility V Show exiting from pool area to "public way." * Exiting provided A1.0 V Storage 1 room indicated. Please describe storage items. Beverage storage A8.2 V Tent (cabana) tops and sidewalls shall be made from an inherently flame resistant fabric approved and listed by the State Fire Marshal. Certificates of flame resistance or other documentation affirming the requirements of California Code of Regulations, Title 19, Division 1, Section 315 Subsection (a) shall be made available upon request of the enforcement authority. Provide note on plan and/or provide certification of flame resistance for cabana fabric. * Noted A8.4 V Provide occupant load and square footage of cabanas. * Shown A8.4 Page 2 of 2 V California Fire Code*Section 2404.6 Smoking shall not be permitted in tents or membrane structures. Approved "No Smoking" signs shall be conspicuously posted. Provide note on plan. * Noted A8.4 V C.F.C. Sec. 2404.7 Open flame or other devices emitting flame, fire or heat or any flammable or combustible liquids, gas charcoal or other cooking device or any other unapproved devices shall not be permitted inside or located within 20 feet of the tent (cabana). Provide note on plan. * Noted A8.4 V C.F.C. Sec. 2404.12 Portable fire extinguishers shall be provided and located within 75 feet of all portions of each cabana. * Noted A8.4 CORRECTION LIST Page: 1 of 2 Daryl K. James & Associates, Inc. Checlced by: SusanGuz^tP^' DEPT COP Y Date: Julv 4. 2011 APPLICANT: Tom McCabe JURISDICTION: Carlsbad Fire Department PROJECT NAME: La Costa Resort PROJECT ADDRESS: 2100 Costa Del Mar Carlsbad PROJECT DESCRIPTION: CBl 11293 Addition of new bathroom & exterior bar INSTRUCTIONS • This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. • The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. • To expedite the recheck process, please note on this document (or copy) how and where each correction item listed below has been addressed (sheet number, note number, detail number, legend number, etc.). Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. • PLEASE SEND OR DELIVER REVISED PLANS WITH BUILDING DEPT. COMMENTS DIRECTLY TO: SUSAN GUZZETTA 5121 COSTA RUSTICO SAN CLEMENTE, CA 92673 • Please direct any questions regarding this review directly to: Susan Guzzetta at 949-573-1558 or stguzzetta(a)gmail.com IS Provide scope of work on cover page. A2.1 1. Fire Pit noted on plan. Please show location and indicate if proposed or new addition. 2. Please indicate if any hazardous materials are involved with this plan submittal with regard to the pool equipment area shown. If hazardous materials are utilized in the pool equipment room, indicate which materials and please include amounts. 3. Show exiting from pool area to "public way." 4. Storage 1 room indicated. Please describe storage items. A8.2 5. Tent (cabana) tops and sidewalls shall be made from an inherently flame resistant fabric approved and listed by the State Fire Marshal. Certificates of flame resistance or other documentation affirming the requirements of California Code of Regulations, Title 19, Division 1, Section 315 Subsection (a) shall be made available upon request of the enforcement authority. Provide note on plan and/or provide certification of flame resistance for cabana fabric. 6. Provide occupant load and square footage of cabanas. 7. California Fire Code Section 2404.6 Smoking shall not be permitted in tents or membrane structures. Approved "No Smoking" signs shall be conspicuously posted. Provide note on plan. 8. C.F.C. Sec. 2404.7 Open flame or other devices emitting flame, fire or heat or any flammable or combustible liquids, gas charcoal or other cooking device or any other unapproved devices shall not be permitted inside or located within 20 feet of the tent (cabana). Provide note on plan. Page 2 of 2 9. C.F.C. Sec. 2404.12 Portable fire extinguishers shall be provided and located within 75 feet of all portions of each cabana. r STRUCTURAL CALCULATIONS LA COSTA RESORT & SPA ADULT POOL CARLSBAD, CA Prepared For: LC TRS, INC. MEC Project No.; IQSfi. Date Issued: 6/21/11 Revision Dates: M Prepared By: MCNEFF ENGINEERING Sc CONSULTING A PROFESSIONAL CORPORATION 1991 VILLAGE PARK WAY SUITE 115 ENCINITAS, CA 92024 T (760) 479-9838 F (760) 479-9837 vvww.mcneffengineering.com C8I H7ff3> M MCNEFF ENGINEERING & CONSULTING JOB. ID50 LA. 0>t>-m ft<?ULT feoL A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinitas, CA 92024 Tel: (760) 479-9838 • Fax: (760) 479-9837 SHEETNO.. CALCULATEDBY. CHECKED BY SCALE OF_ DATE. DATE. 5>Airnuuc wr. am. la WW AT "^tl^f f5 if^H^^Q 2 7 9^ IT TB (2: 0 Ol ^JiiH it 2 A S ^AA$olAg>^ ^s^faite^H^ M MCNEFF ENGINEERING & CONSULTING JOB. A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinitas. CA 92024 Tel: (760) 479-9838 • Fax: (760) 479-9837 SHEETNO.. CALCULATED BY_ CHECKED BY OF_ DATE. DATE. s Tl AU ^5 UT 0 pu E ft f \S <^ X W 2. \1 J 1 F « ( %^ .0 * 0. vJ > » F [ ^ c n • "/ V JA 11 V h , / 7- \ t , / 7- \ t 11 ... 1 (?l t L ir>r> Lj-C OS ^-Oo K C Kl ^(^ 1—• -/i... z i luicNeff Engineering & Consulting 1991 Village Park Way Suite 115 Encinitas CA 92024 Title: La Costa Adult Pool Job # 1050 Dsgnr: MM Date: 3:16PM, 23 MAY 11 Description: Pooi Area Improvements & Service Areas Scope: Elevated concrete decks & retaining walls Rev: 580000 User KW-06a8712, Ver 5.8.0,1-Dec-2003 (c)1963-2003 ENERCALC Engineering Software Multi-Span Concrete Beam Page 1 CALCS.ECW:Calculations Description Storage Room O.H. Slabs Sla&b I General InformatiorT Code Ref: ACI 318-02.1997 UBC, 2003 IBC, 2003 NFPA SOOO | Fy fc 60,000.0 psi 4,000.0 psi I Concrete Member Information" Spans Considered Continuous Over Supports Stirrup Fy 40,000.0 psi ACI Dead Load Factor 1.20 ACI Live Load Factor 1.60 Description West Span East Span Span ft 12.00 22.00 Beam Width in 12.00 12.00 Beam Depth in 8.00 8.00 End Fixity Pin-Pin Pin-Pin Reinforcing Center Area 0.21 in2 0.88in2 Reinforcing Center Bar Depth 6.75in 6.76in Left Area 0.41 in2 0.59in2 Bar Depth 1.25in 1.25in Right Area 0.59in2 0.21 in2 Right Bar Depth 1.25in 1.25in j Loads Using Live Load This Span ?? Yes Yes Dead Load k/ft 0.155 0.155 Uve Load k/ft 0.100 0.100 1 Results Beam OK Beam OK | Mmax @ Cntr k-ft 0.84 13.80 @X = ft 2.24 13.05 Mn * Phi k-ft 6.20 2415 Max @ Left End k-ft 0.00 -15.74 Mn * Phi k-ft 11.86 16.76 Max @ Right End k-ft -15.74 0.00 Mn * Phi k-ft 16.76 6.20 Bending OK Bending OK Shear @ Left k 0.76 4.52 Shear @ Right k 3.39 3.09 1 Reactions & Deflections 1 DL @ Left k 0.34 3.54 LL @ Left k 0.22 2.29 Totai @ Left k 0.56 5.83 DL @ Right k 3.54 1.38 LL@ Right k 2.29 0.89 Totai @ Right k 5.83 2.28 Max. Deflection in 0.216 -0.961 @X = ft 8.32 12.03 Inertia: Effective in4 96.49 215.65 1 Shear Stirrups stirrup Rebar Area in2 0.400 0.400 Spacing @ Left in Not Req'd Not Req'd Spacing @ .2*L in Not Req'd Not Req'd Spacing @ .4*L in Not Req'd Not Req'd Spacing @ .6*L in Not Req'd Not Req'd Spacing @ .8*L in Not Req'd Not Req'd Spacing @ Right in Not Req'd Not Req'd 0.84, Q.D • -1.72 •3.44 -5.18 TnTiiiiii mil mil ir u E a -BJQ -ID .32 •12.D3 -13.75 •15.47 IS. .13 2.34 3.51 f 1 i.75 S.BB Location fftl 7.17 1 !.3S B.5S 12.0 4.7S S.gB LccBtian fftl c a 1 a 0.24 0.22 0.20 0.17 0.15 0.12 0.10 0.07 0.05 0.02 1.13 2 !-34 i Ls* i .75 5 kl7 E .3i E ,5B It i.7Q 1i LacBtion fftl 13.80 11.04 8.28 5.52 2.7B 0.0 . ~ -3.1S I -B.45 ^ -12.50 •15.74 AC I II m III 1 1 II [TT II jl llllll 1 fn?i llll II1 nil II III •lllll II 1 1 fn?i llll II1 nil II III iropi 1 llll 11 i m IIIIIH 2.07 4.2B B.SO . ri B.71 10.B3 LacBtian rft1 13.14 15.38 17.57 18.70 22.0 -2.2B -3.04 D (., 2.07 4.2B B.SQ i.71 1Q.B3 Lccatian fftl 13.14 1S.3B 17.S7 1B.7B 22.0 I -D.B4 B -D.75 m Q -0.85 -0.08 Dtfltc .71 10.83 Location fftl 22.0 'McNeff Engineering & Consulting 1991 Village Parit Way Suite 115 Encinitas CA 92024 Title : La Costa AduK Pool Job # 1050 Dsgnr: MM Date: 3:16PM, 23 MAY 11 Description : Pool Area Improvements & Service Areas Scope: Elevated concrete decks & retaining walls 1 Rev 560000 User KW.a606712, Ver 5.8.0, l-Dec-2003 (0)1983-2003 ENERCALC Engineering Software Multi-Span Concrete Beam Page 1 CALCS.ECW:CalcuIations Description Men's Restroom O.H. Slabs S2a&b I General InformatioiT Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 | Fy fc 60,000.0 psi 4,000.0 psi I Concrete miember InformatiorT Spans Considered Continuous Over Supports Stirrup Fy 40,000.0 psi ACI Dead Load Factor 1.20 ACI Live Load Factor 1.60 Description West Span East Span Span ft 17.00 17.00 Beam Width in 12.00 12.00 Beam Depth in 8.00 8.00 End Fixity Pin-Pin Pin-Pin Reinforcing Center Area 0.31 in2 0.31in2 Reinforcing Center Bar Depth 6.75in 6.75in Left Area 0.21 in2 0.44in2 Bar Depth 1.25in 1.25in Right Area 0.44in2 0.21 in2 Right Bar Depth 1.25in 1.25in 1 Loads Using Live Load This Span 7? Yes Yes Dead Load Wft 0.155 0.155 Live Load k/ft 0.100 0.100 1 Results Beam OK Beam OK | Mmax @ Cntr k-ft 7.03 7.03 @X = ft 6.35 10.65 Mn * Phi k-ft 9.09 9.09 Max @ Left End k-ft 0.00 -12.50 Mn * Phi k-ft 6.20 12.71 Max @ Right End k-ft -12.50 0.00 Mn * Phi k-ft 12.71 6.20 Bending OK Bending OK Shear @ Left k 2.21 3.68 Shear @ Right k 3.68 2.21 1 Reactions & Deflections DL@Left k 0.99 3.29 LL@Left k 0.64 2.12 Total @ Left k 1.63 5.42 DL @ Right k 3.29 0.99 LL@ Right k 2.12 0.64 Total @ Right k 5.42 1.63 Max [}eflection in -0.360 -0.360 @X = ft 7.14 9.86 Inertia: Eftective in4 153.44 153.44 1 Shear Stirrups Stinrup Rebar Area in2 0.400 0.400 Spacing @ Left in Not Req'd Not Req'd Spacing @ .2*L in Not Req'd Not Req'd Spacing @ .4*L in Not Req'd Not Req'd Spacing @ .6*L in Not Req'd Not Req'd Spacing @ .8*L in Not Req'd Not Req'd Spacing @ Right in Not Req'd Not Req'd 7.03 5.27 3.52 1.78 0.0 • 0.0 • 1 *; -2.01 -4.03 •E 0) -B.04 E o .8 .OB •10.07 • 12.08 .QQ 3.31 S.02 r 1 B.73 8.44 Location rft1 liiib. lllll i llll 10.15 11.87 13.58 IS .28 17.0 03 tn 17 13 .SB 1S.2B 17.0 Location fftl 17.0 Location fftl u E • 7.03 5.27 3.52 1.7B 0.0 • -2 .OS -4.17 -B.2S -B.33 •10.42 -12.50 IIIIIITO lliii! nrpi I II w_ im 3.31 s.02 8.73 8.44 10.15 .87 13.58 15.28 Location fftl B.73 B.44 Location fftH 17.0 ts 1^ -0.28 BJ Q -0.32 -0.3B HVIi Location fftl McNeff Engineering & Consulting 1991 Village Park Way Suite 115 Encinitas CA 92024 Title: La Costa Adult Pool Job # 1050 Dsgnr: MM Date: 3:16PM, 23 MAY 11 Description : pooi Area Improvements & Service Areas Scope : Elevated concrete decks & retaining wails 10 Rev: 580000 User 1^-0606712, Ver 5.8.0,1.Dec.2003 (c)1983-2003 ENERCALC Engineering Software Multi-Span Concrete Beam Page 1 CALCS.ECW:CalculaUons Description O.H. Slabs S3a,b,c I General Information Code Ref: ACI 318^02,1997 UBC, 2003 IBC. 2003 NFPA 5000 | Fy fc 60,000.0 psi 4,000.0 psi Spans Considered Continuous Over Supports ACI Dead Load Factor 1.20 Stirrup Fy 40,000.0 psi ACI Live Load Factor 1.60 I Concrete Member Information Description West Span Span 2 Spans East Span Span ft 21.00 7.50 12.00 16.00 Beam Width in 12.00 12.00 12.00 12.00 Beam Depth in 8.00 8.00 8.00 8.00 End Fixity Pin-Pin Pin-Pin Pin-Pin Pin-Pin Reinforcing Center Area 0.64in2 0.21 in2 0.21 in2 0.31 in2 Reinforcing Center Bar Depth 6.75in 6.75in 6.75in 6.75in Left Area 0.21 in2 0.5gin2 0.21 in2 0.38in2 Bar Depth 1.25in 1.25in 1.25in 1.25in Right Area 0.53in2 0.21 in2 0.44in2 0.21 in2 Right Bar Depth 1.25in 1.25in 1.25in 1.25in 1 Loads Using Live Load This Span 77 Yes Yes Yes Yes Dead Load k/ft 0.155 0.155 0.155 0.155 Live Load k/ft 0.100 0.100 0.100 0.100 1 Results Beam OK Beam OK Beam OK Beam OK | Mmax @ Cntr k-ft 12.38 0.91 3.11 6.95 @X = ft 8.40 7.50 3.60 9.71 Mn * Phi k-ft 18.07 6.20 6.20 9.09 Max @ Left End k-ft 0.00 -1481 0.91 -9.19 Mn * Phi k-ft 6.20 16.76 6.20 11.04 Max @ Right End k-ft -1481 0.91 -9.19 0.00 Mn * Phi k-ft 15.15 6.20 12.71 6.20 Bending OK Bending OK Bending OK Bending OK Shear @ Left k 2.93 3.39 1.23 3.34 Shear @ Right k 4.34 0.80 2.92 2.19 1 Reactions & Deflections h DL@Left k 1.31 3.46 0.20 2.80 LL @ Left k 0.85 2.23 0.13 1.81 Total @ Left k 2.16 5.70 0.32 4.61 DL @ Right k 3.46 0.20 2.80 0.98 LL@ Right k 2.23 0.13 1.81 0.63 Total @ Right k 5.70 0.32 4.61 1.62 Max. Deflection in -0.910 0.126 -0.034 -0.204 @X = ft 9.38 2.85 4.08 8.96 Inertia: Effective in4 184.37 104.01 247.76 261.36 1 Shear Stirrups | stirrup Rebar Area in2 0.400 0.400 0.400 0.400 Spacing @ Left in Not Req'd Not Req'd Not Req'd Not Req'd Spacing @ .2*L in Not Req'd Not Req'd Not Req'd Not Req'd Spacing @ .4*L in Not Req'd Not Req'd Not Req'd Not Req'd Spacing @ .6*L in Not Req'd Not Req'd Not Req'd Not Req'd Spacing @ .8*L in Not Req'd Not Req'd Not Req'd Not Req'd Spacing @ Right in Not Req'd Not Req'd Not Req'd Not Req'd 12.30 B.B1 7.43 4.B5 ^ 2.4B ? 0.0. ^ -2.B4 I -5.B8 1 -B.S3 2 -11.37 -14.21 .....iiiiiillllilllllllllllilllihiiii... IITH II iiiim 11 iifP 87 r 1 4.08 8.20 8.32 10.43 Location fftl 12.54 an 14 .SB 18.77 18.88 21.0 Q ^. 1.87 4.08 B.20 8.32 10.43 Location rft1 21.0 Deflt£Ti«ii 1?^ 12.3B B.B1 7.43 4.B5 2.4S 1 B.0 . B.0 . \-f •2.B4 •E u -S.BB E a -8.53 -11.37 -14 71 0.70 1.4B 2.21 I I m 2.87 3.72 4.48 5.23 rv ., . ri Location fftl BeaiiiShe<ii 2.87 3.72 4.. Location rft1 Dtfltctiivir .87 3.72 Location fftl 03 E o 3.11 2.07 1.04 0.0 . -1.28 •2.58 •3.84 -5.12 •B.40 •8.06 1.13 2.34 mmm ll iK 3.54 4.75 5.88 10.78 12.0 Location fftl 4.75 S.BB Location rft1 ia.SB 10.78 12.0 TUVII 10.78 12.0 Location fftH *: u E • rv .. 18.0 r 1 Location fftl 3.34 2.8B 2.3B 1.B1 1.43 ^ D.BS g B.B. 03 x: -B.72 •1.44 •2. IB Berlin ^litnii .so 3.11 4.72 a.34 7.85 B.SB 11.17 12.78 14.3B 1B.Q Location rft1 •0.02 -0.05 -0.07 c -Djg c -0.11 • tJ -0.14 03 Al •0.16 UJ Q •0.18 -0 70 roil a,34 7.B5 Location fftH 17 12.7JB 14.38 ia.O IMcNeff Engineering & Consulting 1991 Village Parit Way Suite 115 Encinitas CA 92024 Title: La Costa Adult Pool Job # 1050 Dsgnr: MM Date: 3:16PM, 23 MAY 11 Description : Pooi Area Improvements & Service Areas Scope: Elevated concrete decks & retaining walls Rev: 560000 User. KW-0606712, Ver 5.8.0,1-Dec-2003 (0)1983-2003 ENERCALC Engineering Soltware Multi-Span Concrete Beam Page 1 CALCS.ECW'.Calculations Description O.H. Slabs S4a,b,c I General Information Code Ref: ACI 318-02,1997 UBC, 2003 IBC. 2003 NFPA SOOO | Fy fc 60,000.0 psi 4,000.0 psi Spans Considered Continuous Over Supports StimipFy 40,000.0 psi ACI Dead Load Factor 1.20 ACI Live Load Factor 1.60 I Concrete Member Information Description West Span Middle Span East Span Span ft 10.00 15.00 8.00 Beam Width in 12.00 12.00 12.00 Beam Depth in 8.00 8.00 8.00 End Fixity Pin-Pin Pin-Pin Pin-Pin Reinforcing Center Area 0.21 in2 0.21 in2 0.21 in2 Reinforcing Center Bar Depth 6.75in 6.75in 6.75in Left Area 0.21 in2 0.21 in2 0.21 in2 Bar Depth 1.25in 1.25in 1.25in Right Area 0.21 in2 0.21 in2 0.21 in2 Right Bar Depth 1.25in 1.25in 1.25in 1 Loads 1 Using Live Load This Span 77 Yes Yes Yes Dead Load k/ft 0.155 0.155 0.155 Live Load m 0.100 0.100 0.100 1 Results Beam OK Beam OK Beam OK | Mmax @ Cntr k-ft 1.86 4.07 0.74 @X = ft 3.27 7.60 5.92 Mn * Phi k-ft 6.20 6.20 6.20 Max @ Left End k-ft 0.00 -5.96 -5.37 Mn*Phi k-ft 6.20 6.20 6.20 Max @ Right End k-ft -5.96 -5.37 0.00 Mn * Phi k-ft 6.20 6.20 6.20 Bending OK Bending OK Bending OK Shear @ Left k 1.13 2.63 2.05 Shear @ Right k 2.33 2.56 0.71 1 Reactions & Deflections i DL@Left k 0.51 2.22 2.07 LL@Left k 0.33 1.43 1.33 Total @ Left k 0.84 3.66 3.40 DL @ Right k 2.22 2.07 0.32 LL @ Right k 1.43 1.33 0.21 Total @ Right k 3.66 3.40 0.53 Max Deflection in -0.007 -0.047 0.004 @X = ft 3.53 7.60 1.92 Inertia: Effective in4 512.00 512.00 512.00 1 Shear Stirrups i stinxip Rebar Area in2 0.400 0.400 0.400 Spacing @ Left in Not Req'd Not Req'd Not Req'd Spacing @ .2*L in Not Req'd Not Req'd Not Req'd Spacing @ .4*L in Not Req'd Not Req'd Not Req'd Spacing @ .6*L in Not Req'd Not Req'd Not Req'd Spacing @ .8*L in Not Req'd Not Req'd Not Req'd Spacing @ Right in Not Req'd Not Req'd Not Req'd 2 -1.68 ^ -2.4B I -3-32 E -4.15 S .4 Jl -5.80 0.84 85 2.85 "IIIMIWII 1 III 3.88 4.87 gll||| 5.87 B.B8 10.0 Location fit) 1.13 0.85 0.57 0.2B 0.0 • III lllll irnrw^M III lllll nil mill imrmM III mil nil llllllllllllllll mrn 10.0 Location fftl •D.D1 um .87 Location fftl 10,0 n 4.07 1S.0 I!. r 1 Location rft1 2.83 S.B4 7.45 Location fftl c :§ •D.DS ^ ^0.04 03 a -0.04 •0.05 15.0 Location fftl 0.74 0.37 0.0 • -0.B7 -1.34 ¥ -2.01 ^ -2.B8 I -a-asl E .4.B2 S -4.7fl -5.37 rv.. |Hi| iiiiliji iiiliii 0.75 i.5B 2.38 3.17 3.87 4.78 Ililii lllll lllll lllfTTmH 5.58 8.38 .18 8.0 . ri Location fftl IB 03 JI tn -O.BB 3.17 3.87 Location fftl McNeff Engineering & Consulting 1991 Viiiage Park Way Suite 115 Encinitas CA 92024 Title : La Costa Aduit Pool Job # 1050 Dsgnr: MM Date: 3:25PM, 23 MAY 11 Description: Pool Area Improvements & Service Areas 11 Scope: Elevated concrete decks & retaining wails Rev* 580000 User KW-0606712, VerS.8.0, l-Deo-2003 (0)1963-2003 ENERCALC Engineering SoUware Multi-Span Concrete Beam Page 1 CALCS.ECW:Calajlatlons Description Women's Restroom O.H. Slabs S5 Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 | General Information Fy fc 60,000.0 psi 4,000.0 psi Spans Considered Continuous Over Supports ACI Dead Load Factor 1.20 StimipFy 40,000.0 psi ACI Live Load Factor 1.60 I Concrete IVIember Information Description Main Span Span ft 14.50 Beam Width in 12.00 Beam Depth in 8.00 End Fixity PIn-PIn Reinforcing Center Area 0.37in2 Reinforcing Center Bar Depth 6.75in Left Area 0.21 in2 Bar Depth 1.25in Right Area 0.21 in2 Right Bar Depth 1.25in 1 Loads 1 Using Live Load This Span ?? Yes Dead Load kffl 0.155 Live Load k/ft 0.100 1 Results Beam OK | Mmax @ Cntr k-ft 9.09 @X = ft 7.25 Mn * Phi k-ft 10.78 Max @ Left End k-ft 0.00 Mn * Phi k-ft 6.20 Max @ Right End k-ft 0.00 Mn * Phi k-ft 6.20 Bending OK Shear @ Left k 2.51 Shear @ Right k 2.51 1 Reactions & Deflections DL@Left k 1.12 LL@Left k 0.72 Total @ Left k 1.85 DL @ Right k 1.12 LL @ Right k 0.72 Total @ Right k 1.85 Max. IDeflection in -0.256 @X = ft 7.25 Inertia: Effective in4 274.63 1 Shear Stirrups 1 Stirrup Rebar Area in2 0.400 Spacing @ Left in Not Req'd Spacing @ .2*L in Not Req'd Spacing @ .4*L in Not Req'd Spacing @ .6*L in Not Req'd Spacing @ .8*L in Not Req'd Spacing @ Right in Not Req'd 2-" B.OB B.li 7.27 B.37 5.4S 4.55 3.04 •E 03 2.73 E a 1.82 S D.B1 -OJIO- Bl I nil mil nn ^.28 rv.. I!. . ri .. i.74 ^20 Location fftl Berlin bhe^ii '^^ S.74 7.20 Location fftl ^ -0.20 03 Q ^0.23 •0.26 13.04 14.5 Location fftl IVIcNeff Engineering & Consulting 1991 Village Parit Way Suite 115 Encinitas CA 92024 Title: La Costa Aduit Pooi Job # 1050 Dsgnr: MM Date: 3:35PM, 23 MAY 11 Description : Pooi Area Improvements & Service Areas Scope: Elevated concrete decks & retaining wails 2A Rev 580000 User KW-0606712, Ver 5.8.0,1-Oec-2003 (0)1983-2003 ENERCALC Engineering Software Multi-Span Concrete Beam Page 1 CALCS.ECW'.CaloulaUons Description Service Entrance O.H. Slab S6 I General Information" Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA SOOO | Fy fc 60,000.0 psi 4,000.0 psi Spans Considered Continuous Over Supports ACI Dead Load Factor 1.20 Stirrup Fy 40,000.0 psi ACI Live Load Factor 1.60 I Concrete Member Information Description Main Span Span ft 17.50 Beam Width in 12.00 Beam Depth in 8.00 End Fixity Pin-Pin Reinforcing Center Area 0.53in2 Reinforcing Center Bar Depth 6.75in Left Area 0.44in2 Bar Depth 1.25in Right Area 0.21 in2 Right Bar Depth 1.25in 1 Loads 1 Using Live Load This Span 77 Yes Dead Load m 0.155 Live Load k/ft 0.100 1 Results Beam OK | Mmax @ Cntr k-ft 13.25 @X = ft 8.75 Mn * Phi k-ft 15.15 Max @ Left End k-ft 0.00 Mn * Phi k-ft 12.71 Max @ Right End k-ft 0.00 Mn * Phi k-ft 6.20 Bending OK Shear @ Left k 3.03 Shear @ Right k 3.03 1 Reactions & Deflections 1 DL@Left k 1.36 LL @ Left k 0.87 Totai @ Left k 2.23 DL @ Right k 1.36 LL@ Right k 0.87 Total @ Right k 2.23 Max. Deflection in -0.824 @X = ft 8.75 Inertia: Effective in4 181.20 1 Shear Stirrups i stimjp Rebar Area in2 0.400 Spacing @ Left in Not Req'd Spacing @ .2*L in Not Req'd Spacing @ .4*L in Not Req'd Spacing @ .6*L in Not Req'd Spacing @ .8*L in Not Req'd Spacing @ Right in Not Req'd 13.25 11.B2 10.80 6.27 7.B5 B.B2 5.30 3.B7 D 2.85 1.32 •OJIQ . . I!. . n 1.83 Location fftl 17.5 .84 3.41 5.17 B.B3 B.BB 1B.4S 12.21 13 .BS 15.74 17.5 Location rftl _ 8,88 Location fftl 17.5 McNeff Engineering & Consulting 1991 Viiiage Pari( Way Suite lis Encinitas CA 92024 Title: La Costa Adult Pool Job # 1050 Dsgnr: MM Date: 3:35PM, 23 MAY 11 Description: pool Area Improvements & Service Areas Scope: Elevated concrete decks & retaining walls 13 Rev: 580000 User KW-0606712, Ver 5.8.0,1-Dec-2003 (0)1983-2003 ENERCALC Engineering Software Multi-Span Concrete Beam Page 1 CALCS.ECW:Calculations Description Service Entrance O.H. Slab S7 I General InformatiorT Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA SOOO | Fy fc 60,000.0 psi 4,000.0 psi [ Concrete Member InformatioiT Spans Considered Continuous Over Supports ACI Dead Load Factor 1.20 Stin^jpFy 40,000.0 psi ACI Live Load Factor 1.60 Description Main Span Span ft 11.50 Beam Width in 12.00 Beam Depth in 8.00 End Fixity Pin-Pin Reinforcing Center Area 0.21 in2 Reinforcing Center Bar Depth 6.75in Left Area 0.21 in2 Bar Depth 1.25in Right Area 0.21 in2 Right Bar Depth 1.25in 1 Loads 1 Using Uve Load This Span ?? Yes Dead Load km 0.155 Live Load Wft 0.100 1 Results Beam OK | Mmax @ Cntr k-ft 5.72 @X = ft 5.75 Mn * Phi k-ft 6.20 Max @ Left End k-ft 0.00 Mn * Phi k-ft 6.20 Max @ Right End k-ft 0.00 Mn * Phi k-ft 6.20 Bending OK Shear @ Left k 1.99 Shear @ Right k 1.99 1 Reactions & Deflections 1 DL@Left k 0.89 LL@Left k 0.57 Total @ Left k 1.47 DL @ Right k 0.89 LL @ Right k 0.57 Total @ Right k 1.47 Max. Deflection in -0.054 @X=: ft 5.75 Inertia: Effective in4 512.00 1 Shear Stirrups | stirrup Rebar Area in2 0.400 Spacing @ Left in Not Req'd Spacing @ .2*L in Not Req'd Spacing @ .4*L in Not Req'd Spacing @ .6*L in Not Req'd Spacing @ .8*L in Not Req'd Spacing @ Right in Not Req'd 5.72 5.15 4.58 4.00 3.43 2.BB 2.2B •E 0) 1.72 E Q 1.14 0.57 •ojnJ i III m I i.B8 mmm^ 111 mm I rf lllfTl rv . • !. . r 1 .. Z24 340 fsS 5.71 8^87 87Q3 8.18 10.34 11.5i Location rft1 HWMUll III 5.71 Location fftl 8.87 8.03 8.18 11.51 ^ ^0.04 u Q •O.OS •0.05 Def lie' .55 5.71 Location fftl McNeff Engineering & Consulting 1991 Viiiage ParicWay Suite 115 Encinitas CA 92024 Title: La Costa Adult Pooi Job # 1050 Dsgnr MM Date: 4:21PM, 23 MAY 11 Description : pooi Area Improvements & Service Areas Scope; Elevated concrete decks & retaining walls Rsv* 560000 User KW-0606712, Ver 5.8.0,1-De<>.2003 (0)1983-2003 ENERCALC Engineering Software Multi-Span Concrete Beam Page CALCS.ECW: CalculaUons Description Pool Equip. O.H. Slab S9 I General InformatioiT Code Ref: ACI 318^02,1997 UBC, 2003 IBC, 2003 NFPA SOOOj Fy fc 60,000.0 psi 4,000.0 psi Spans Considered Continuous Over Supports ACI Dead Load Factor 1.20 Stirrup Fy 40,000.0 psi ACI Live Load Factor 1.60 I Concrete Member Information Description Main Span Span ft 21.00 Beam Width in 12.00 Beam Depth in 10.00 End Fixity Pin-Pin Reinforcing Center Area 0.66in2 Reinforcing Center Bar Depth 8.75in Left Area 0.23in2 Bar Depth 1.25in Right Area 0.23in2 Right Bar Depth 1.25in 1 Loads 1 Using Live Load This Span 7? Yes Dead Load k/ft 0.180 Live Load k/ft 0.100 Point #1 DL k 0.600 LL k @X ft 5.500 Point #2 OL k 0.300 LL k @X ft 12.000 1 Results Beam OK \ Mmax @ Cntr k-ft 24.33 @X = ft 10.36 Mn * Phi k-ft 24.53 Max @ Left End k-ft 0.00 Mn * Phi k-ft 8.85 Max @ Right End k-ft 0.00 Mn * Phi k-ft 8.85 Bending OK Shear @ Left k 4.63 Shear @ Right k 4.34 1 Reactions & Deflections DL @ Left k 2.46 LL @ Left k 1.05 Totai @ Left k 3.51 DL @ Right k 2.22 LL @ Right k 1.05 Total @ Right k 3.27 Max. Deflection in -1.243 @X = ft 10.36 Inertia: Eftective in4 326.97 24.33 21.BO IB .46 17.03 14.80 1 it: 12. IB %-/ B.73 •E 0) 7.30 E o 4.87 2.43 -Djn m III 8.32 10.43 Location fftl 21.0 4.83 3.BS 3.OB 2.32 1.54 « 0.77 " 0.0 . I -1.07 m -2.14 •3.22 •4.20 iiiiiiinii lllll IPI o (., 1.87 4.B8 8.2B 8.32 BfiAiii n M t M I I i I II 10.43 12.54 14.88 18.77 18.88 21.0 Location fftl 32 IDja Location fftl 18.88 21,0 -2.1 McNeff Engineering & Consulting 1991 Village Pari< Way Suite 115 Encinitas CA 92024 Title: La Costa Adult Pooi Job # 1050 Dsgnr: MM Date: 4:20PM, 23 MAY 11 Description: pool Area Improvements 8i Service Areas Scope: Elevated concrete decks & retaining walls Rev: 580000 User KW-a6a6712, Ver 5.8.0,1-Dec-2003 (0)1983-2003 ENERCALC Engineenng Softvrare Multi-Span Concrete Beam Page 1 CALCS.ECW: Calculations Description Pool Equip. O.H. Slab SIO I General InformatioiT Code Ref: ACI 318^02,1997 UBC, 2003 IBC, 2003 NFPA 5000 | Fy fc 60,000.0 psi 4,000.0 psi I Concrete IWember Information Spans Considered Continuous Over Supports ACI Dead Load Factor 1.20 StimipFy 40,000.0 psi ACI Live Load Factor 1.60 Description Main Span Span ft 16.00 Beam Width in 12.00 Beam Depth in 10.00 End Fixity Pin-Pin Reinforcing Center Area 0.44in2 Bar Depth 8.75in Left Area 0.23in2 Barl}epth 1.25in Right Area 0.23in2 Right Bar Depth 1.25in 1 Loads 1 Using Live Load This Span ?? Yes Dead Load k/ft 0.180 Live Load k/ft 0.100 Point #1 DL k 0.950 LL k @X ft 6.000 1 Results Beam OK | Mmax @ Cntr k-ft 15.69 @X = ft 6.83 Mn * Phi k-ft 16.67 Max @ Left End k-ft 0.00 Mn * Phi k-ft 8.85 Max @ Right End k-ft 0.00 Mn * Phi k-ft 8.85 Bending OK Shear @ Left k 3.72 Shear @ Right k 3.44 1 Reactions & Deflections 1 DL @ Left k 2.03 LL@Left k 0.80 Total @ Left k 2.83 DL @ Right k 1.80 LL@ Right k 0.80 Total @ Right k 2.60 Max. Deflection in -0.356 @X = ft 7.89 Inertia: Effective in4 421.85 1 Shear Stirrups | stinup Rebar Area in2 0.400 Spacing @ Left in Not Req'd Spacing @ .2*L in Not Req'd Spacing @ .4*L in Not Req'd Spacing @ .6*L in Not Req'd Spacing @:8*L-in Not Req'd Spacing @ Right in Not Req'd . r 1 8.34 7.85 Location fftl 58 11.17 12.78 14.38 18.0 3.72, 3.10 2.4B 1.8B 1.24 S 0.82 ^ 0.0 I •Q.B5 m -1.70 •2.55 •3.40 Berlin II mill II lllll m .50 3.11 4.72 ) M I If 111 Mill 8.34 7.85 Location fftl SB 11.17 12.7B 14.38 1B.0 18.0 Location fftl McNeff Engineering & Consulting 1991 Village Park Way Suite 115 Encinitas CA 92024 Title: La Costa Aduit Pooi Job # 1050 Dsgnr: MM Date: 4:25PM, 23 MAY 11 Description : pool Area improvements 8i Service Areas Scope; Elevated concrete decks & retaining walls Rev: 580000 User: KW-0606712, Ver 5.8.0,1-Deo-2003 (0)1983-2003 ENERCALC Engineering Softwtffe Multi-Span Concrete Beam Page 1 CALCS.ECW:Caiculations Description Lobby Bar Terrace Slab SII I General InformatiorT Code Ref: ACI 318^02,1997 UBC, 2003 IBC, 2003 NFPA SOOOjj Fy fc 60,000.0 psi 4,000.0 psi I Concrete Member InformatiorT Spans Considered Continuous Over Supports ACI Dead Load Factor 1.20 StimjpFy 40,000.0 psi ACI Live Load Factor 1.60 Description Main Span Span ft 24.50 Beam Width in 12.00 Beam Depth in 11.00 End Fixity Pin-Pin Reinforcing Center Area 0.90in2 Reinforcing Center BarlSepth 9.75in Left Area 0.23in2 Bar Depth 1.25in Right Area 0.23in2 Right Bar Depth 1.25in 1 Loads h Using Live Load This Span ?? Yes Dead Load k/ft 0.190 Live Load m 0.100 1 Results Beam OK | Mmax @ Cntr k-ft 29.11 @X = ft 12.25 Mn * Phi k-ft 36.78 Max @ Left End k-ft 0.00 Mn * Phi k-ft 9.88 Max @ Right End k-ft 0.00 Mn * Phi k-ft 9.88 Bending OK Shear @ Left k 4.75 Shear @ Right k 4.75 1 Reactions & Deflections j| DL @ Left k 2.33 LL@Left k 1.22 Total @ Left k 3.55 DL @ Right k 2.33 LL@ Right k 1.22 Total @ Right k 3.55 Max. Deflection in -1.271 @X = ft 12.25 Inertia: Effective in4 513.19 1 Shear Stirrups | Stirrup Rebar Area in2 0.400 Spacing @ Left in Not Req'd Spacing @ .2*L in Not Req'd Spacing @ .4*L in Not Req'd Spacing @ .6*L in Not Req'd Spacing @ .8*L in Not Req'd Spacing @ Right in Not Req'd JO •!. . t 1 .70 12.17 Location rft1 22.03 24.5 4.75 3.BB 3.17 2.38 1.58 „ D.7B S 0.0. •1.17 3.34 03 03 tn -3.52 •4.88 B«<iiii 2.30 4.77 7.23 8.7B 12.17 Location rttl •'III 14.83 17.10 IB .57 22.03 24.5 870^ _ Location fftl 22.03 24.5 IVIcNeff Engineering & Consulting 1991 Viiiage Pari( Way Suite 115 Encinitas CA 92024 Title: La CosU Aduit Pool Job # 1050 Dsgnr: MM Date: 5:51PM, 21JUN11 Description: Pool Area Improvements & Service Areas 31 Scope: Elevated concrete decks & retaining walls Rev: 580000 User. KW-0606712, Ver 5.8.0,1-Dec-2003 (0)1983-2003 ENERCALC Engineering Software Multi-Span Concrete Beam CALCS.ECW: Calculations Description Pool Bar Ten-ace Slab SI3 I General InformatioiT Code Ref: ACI 318^02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy fc 60,000.0 psi 4,000.0 psi I Concrete Member Information Spans Considered Continuous Over Supports Stirrup Fy 40,000.0 psi ACI Dead Load Factor 1.20 ACI Live Load Factor 1.60 Description Back Span Cantilever Span ft 9.00 10.00 Beam Width in 12.00 12.00 Beam Depth in 11.00 11.00 End Fixity Pin-Pin Pin-Free Reinforcing Center Area 0.44in2 0.44in2 Reinforcing Center Bar Depth 9.75in 9.75in Left Area 0.31 in2 0.88in2 Bar Depth 1.25in 1.25in Right Area 0.88in2 0.31 in2 Right Bar Depth 1.25in 1.25in 1 Loads Using Live Load This Span ?? Yes Yes Dead Load k/ft 0.180 0.180 Live Load Wft 0.100 0.100 1 Results Beam OK Beam OK | Mmax @ Cntr k-ft 0.00 0.00 @X = ft 0.00 0.00 Mn * Phi k-ft 18.65 18.65 Max @ Left End k-ft 0.00 -18.80 Mn * Phi k-ft 13.27 36.02 Max @ Right End k-ft -18.80 0.00 Mn * Phi k-ft 36.02 13.27 Bending OK Bending OK Shear @ Left k 0.40 3.76 Shear @ Right k 3.78 0.00 1 Reactions & Deflections 1 DL @ Left k -0.19 3.61 LL @ Left k -0.11 2.01 Total @ Left k -0.30 5.62 DL @ Right k 3.61 0.00 LL @ Right k 2.01 0.00 Totai @ Right k 5.62 0.00 Max. Deflection in 0.040 -0.557 @X = ft 5.52 10.00 Inertia: Effective in4 590.87 590.87 1 Shear Stirrups | Stirrup Rebar Area in2 0.400 0.400 Spacing @ Left in Not Req'd Not Req'd Spacing @ .2*L in Not Req'd Not Req'd Spacing @ .4*L in Not Req'd Not Req'd Spacing @ .6*L in Not Req'd Not Req'd Spacing @ .8*L in Not Req'd Not Req'd Spacing @ Right in Not Req'd Not Req'd auo r> ., . r 1 .. 3.58 4.47 Location fftl nm. •0.42 -0.84 -1.25 g -1.87 " ^2.08 fR -2.51 -2.02 •3.34 -3.7B Berlin Mill IIIII Milt t llllllilyyil^ 09 JC tn •III B.BS 9IIIII .75 2.88 3.58 4.47 Location rft1 5.38 1.28 MM I llli 7.18 .08 B.0 c D M 03 Q 0.04 0.04 0.03 0.03 0.02 0.02 0.02 0.01 0.01 0.00 nm. [' i 1.85 .75 3 i.BB i I.SB ..47 5 .38 1^ 1.28 kiB E 1.08 B Location Tftl 33 10.0 I!. . r 1 Location rft1 031 3.78 3.3B 3.01 2.83 2.2B 1.18 1.50 1.13 W 0.75 D.3B nm Berlin blieAi 1.84 .85 2.85 Tie <.87 Location fftl 5.87 10.0 I -D.1B M -0.22 Q -0.25 •0.28 3JBB 4,87 Location fftl 3H McNeff Engineering & Consulting 1991 Viiiage Pari( Way Suite 115 Encinitas CA 92024 Title: La Costa Adult Pooi Job # 1050 Dsgnr: MM Oate: 5:53PM, 21 JUN 11 Description : Pool Area Improvements 8i Service Areas Scope: Elevated concrete decks & retaining walls Rev: 580008 User KW-0606712, Ver 5.8.0,1-Dec-2003 (0)1983-2003 ENERCALC Engineering Software Concrete Rectengular & Tee Beam Design Page 1 CALCS.ECW:Calculations Description Deck Beam Bl Code Ref: ACI 318^02,1997 UBC. 2003 IBC, 2003 NFPA 5000 | General Information Span 20.50 ft Depth 16.000 in Width 16.000 in Flange @ One Side Flange Thickness 8.000 in Web Spacing 0.000 ft Beam Weight Added Intemally fc Fy Concrete Wt. Seismk: Zone End Fixity 4,000 psi 60,000 psi 145.0 pcf 0 Pinned-Pinned Live Load acts with Short Term I Reinforcing Rebar @ Center of Beam... Count Size 'd' from Top #1 3 6 12.00in Rebar @ End of Beam... Count Size 'd' from Top #1 in Rebar @ Right End of Beam... Count Size 'd' ftom Top #1 in I Load Factoring Note: Load fectoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 I Uniform Loads #1 Dead Load 0.500 k Live Load 0.100 k Short Temi Start 0.000 ft End 20.500 ft Summary Span = 20.50ft, Width= 16.00in Depth Maximum Moment: Mu Allowable Moment: Mn'phi Maximum Shear: Vu Allowable Shear: Vn'phi Shear Stirrups... Stinup Area @ Section 0.220 in2 Region 0.000 3.417 Max. Spacing Not Req'd Not Req'd MaxVu 9.908 7.366 Beam Design OK 16.00in T Beam with Flange= 8.00in thick @ One Side, Web spac= 0.00ft ^•"•^ ^'^ Maximum Deflection 69.86 k-ft Max Reaction @ Left Max Reaction @ Right 9.91 k 20.64 k -0.1472 in 8.79 k 8.79 k 6.833 Not Req'd 3.683 10.250 Not Req'd 3.595 13.667 Not Req'd 3.595 17.083 Not Req'd 7.278 20.500 ft Not Req'd in 9.821 k I Bending & Siiear Force Summary Bending... @ Center @ Left End @ Right End Stiear... @ Left End @ Right End Mn'PhI 69.86 k-ft 0.00 k-ft 0.00 k-ft Vn'Phi 20.64 k 20.64 k Mu, Eq. C-1 56.17 k-ft 0.00 k-ft 0.00 k-ft Vu, Eq. C-' 9.91 k 9.82 k Mu, Eq. C-2 42.13 k-ft 0.00 k-ft 0.00 k-ft Vu, Eq. C-: 7.43 k 7.37 k Mu, Eq. C-3 35.83 k-ft 0.00 k-ft 0.00 k-ft Vu, Eq. C-: 6.32 k 6.26 k I Deflection Deflections... DL + [Bm Wt] DL + LL + [BmWt] DL + LL + ST + IBmWt] Reactions... DL + [Bm Wt]] DL + LL + [BmWt] DL + LL + ST + [BmWt] Upward Downward 0.0000 in 0.0000 in 0.0000 in 0). Left 7.767 k 8.792 k 8.792 k at at at 0.0000 ft 0.0000 ft 0.0000 ft -0.0954 in -0.1472 in -0.1472 in at at at 10.2500ft 10.2500ft 10.2500ft ®. Right 7.767 k 8.792 k 8.792 k IVIcNeff Engineering & Consulting 1991 Viiiage Park Way Suite 115 Encinitas CA 92024 Title: La Costa Aduit Pool Job # 1050 Dsgnr. MM Date: 5:53PM, 21 JUN 11 Description: Pool Area Improvements & Service Areas Scope: Elevated concrete decks & retaining wails Rov* 580000 User KW-0606712, Ver 5.8.0,1-Deo-2003 (0)1983-2003 ENERCALC Engineering Software Multi-Span Concrete Beam Page 1 CALCS.ECW:Calculations Description Deck Beams B2A,B I General InformatioiT Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy fc 60,000.0 psi 4,000.0 psi I Concrete Member InformatioiT Spans Considered Continuous Over Supports StimjpFy 40,000.0 psi ACI Dead Load Factor 1.20 ACi Live Load Factor 1.60 Description West Span East Span Span ft 15.50 15.50 Beam Width in 36.00 36.00 Beam Depth in 20.00 20.00 End Fixity Pin-Pin Pin-Pin Reinforcing Center Area 1.24in2 1.24in2 Reinforcing Center Bar Depth 17.00in 17.00in Left Area 1.24in2 2.40in2 Bar Depth 3.00in 3.00in Right Area 2.40in2 1.24in2 Right Bar Depth 3.00in 3.00in 1 Loads 1 Using Live Load This Span ?? Yes Yes Dead Load k/ft 2.300 2.300 Live Load k/ft 1.030 1.030 DL@Left k/ft 0.360 0.360 DL @ Right k/ft 0.360 0.360 LL@Left k/ft LL @ Right k/ft Start ft 0.000 0.000 End ft 15.500 15.500 1 Results Beam OK Beam OK | Mmax @ Cntr k-ft 81.76 81.76 @X = ft 5.79 9.71 Mn' Phi k-ft 93.16 93.16 Max @ Left End k-ft 0.00 -145.35 Mn'PhI k-ft 93.16 176.97 Max @ Right End k-ft -145.35 0.00 Mn • Phi k-ft 176.97 93.16 Bending OK Bending OK Shear @ Left k 28.13 46.89 Shear @ Right k 46.89 28.13 1 Reactions & Deflections 1 DL @ Left k 15.46 51.54 LL@Left k 5.99 19.96 Total @ Left k 21.45 71.49 DL @ Right k 51.54 15.46 LL@ Right k 19.96 5.99 Total @ Right k 71.49 21.45 Max. Deflection in -0.035 -0.035 @X = ft 6.51 8.99 Inertia: Effective in4 15,905.83 15,905.83 IVIcNeff Engineering & Consulting 1991 Village Parit Way Suite 115 Encinitas CA 92024 Title: La Costa Aduit Pooi Job # 1050 Dsgnr: MM Date: 5:53PM, 21 JUN 11 Description: Pool Area Improvements & Sen/ice Areas 3^ Scope: Elevated concrete decks & retaining wails Rev: 580008 ("c^^^^^N^i^^^ll^il^g'^e Concrete Rectengular & Tee Beam Design Page 1 CALCS.ECW:Caloulations Description Deck Beam B3 I General InformatioiT Code Ref: ACI 318-02,1997 UBC. 2003 IBC, 2003 NFPA SOOO | Span 20.50 ft Depth 20.000 in Width 24.000 in Flange @ One Side Flange Thickness 8.000 in Web Spacing 0.000 ft Beam Weight Not Added fc Fy Concrete Wt. Seismk: Zone End Fixity 4,000 psi 60,000 psi 145.0 pcf 0 Pinned-Pinned Live Load acts with Short Tenn I Reinforcing Rebar @ Center of Beam... Count Size 'd' from Top #1 4 8 17.00in Retiar @ Left End of Beam... Count Size 'd' ftom Top #1 in Rebar @ Right End of Beam... Count Size 'd' from Top #1 in I Load Factoring Note: Load Adoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 fbr concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 I Uniform Loads #1 #2 Dead Load 1.650 k 0.360 k Live Load 0.750 k k Short Term Start 0.000 ft 0.000 ft End 20.500 ft 20.500 ft Summary Span = 20.50ft, Width= 24.00in Depth Maximum Moment: Mu Allowable Moment: Mn'phi Maximum Shear: Vu Allowable Shear: Vn'phi Shear Stirrups... Stinrup Area @ Section 0.800 in2 Region 0.000 Max. Spacing 8.500 MaxVu 31.988 Beam Design OK 20.00in T Beam with Fiange= 8.00in thick @ One Side, Web spac= 0.00ft 189.74 k-ft 236.95 k-ft 31.99 k 125.47 k 3.417 8.500 24.879 Maximum Deflection Max Reaction @ Left Max Reaction @ Right -0.2932 in 28.29 k 28.29 k 6.833 Not Req'd 12.440 10.250 Not Req'd 12.144 13.667 Not Req'd 12.144 17.083 8.500 24.583 20.500 ft 8.500 in 31.692 k I Bending & Shear Force Summary^ 5 Bending... @ Center @ Left End @ Right End Shear... @ Left End @ Right End Mn'PhI 236.95k-ft 0.00 k-ft 0.00 k-ft Vn'Phi 125.47 k 125.47 k Mu, Eq. C-1 189.74 k-ft 0.00 k-ft 0.00 k-ft Vu, Eq. C-' 31.99 k 31.69 k Mu, Eq. C-2 142.31 k-ft 0.00 k-ft 0.00 k-ft Vu, Eq. C-: 23.99 k 23.77 k Mu, Eq. C-3 95.03 k-ft 0.00 k-ft 0.00 k-ft Vu, Eq. C-; 16.02 k 15.87 k Deflection Deflections... DL+[BmWt] DL + LL + [BmWt] DL + LL + ST + [BmWt] Reactions... DL + [BmWt]] DL+LL + [BmWt] DL+LL + ST + [BmWt] Upward Downward 0.0000 in 0.0000 in 0.0000 in OLeft 20.602 k 28.290 k 28.290 k at at at 0.0000 ft 0.0000 ft 0.0000 ft -0.1259 in -0.2932 in -0.2932 in at at at 10.2500ft 10.2500ft 10.2500ft @ Right 20.602 k 28.290 k 28.290 k McNeff Engineering & Consulting 1991 Viiiage Pari( Way Suite 115 Encinitas CA 92024 Title: La Costa Aduit Pool Job # 1050 Dsgnr: MM Date: 5:53PM, 21 JUN 11 Description: Pool Area Improvements & Service Areas Scope: Elevated concrete decks 8i retaining walls gSiaSlllMSS,-.. Concrete Rectangular & Tee Beam Design Page 1 CALCS.ECW:Caloulations Description Deck Beam B4 I General InformatioiT Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Span 19.00 ft Depth 20.000 in Width 16.000 in Flange @ One Side Flange Thickness 8.000 in Web Spacing 0.000 ft Beam Weight Not Added fc Fy Concrete Wt. Seismic Zone End Fixity 4,000 psi 60,000 psi 145.0 pcf 0 Pinned-Pinned Live Load acts with Short Term I Reinforcing Rebar @ Center of Beam... Count Size 'd' from Top #1 3 8 17.00in Rebar @ Left End of Beam... Count Size 'd' ftom Top #1 in Rebar @ Right End of Beam... Count Size 'd' from Top #1 in I Load Factoring Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 I Uniform Loads #1 Dead Load 1.650 k Live Load 0.750 k Short Term Start 0.000 ft End 19.000 ft Summary Span = 19.00ft, Width= 16.00in Depth Maximum Moment: Mu Allowable Moment: Mn'phi Maximum Shear: Vu Allowable Shear: Vn'phi Shear Stirrups... Stimjp Area @ Section 0.400 in2 Region 0.000 Max. Spacing 8.500 MaxVu 25.860 Beam Design OK 20.00in T Beam wnth Flange= 8.00in thick @ One Side, Web spac= 0.00ft 143.50 k-ft 177.33 k-ft 25.86 k 70.04 k 3.167 8.500 20.301 Maximum Deflection Max Reaction @ Left Max Reaction @ Right -0.3048 in 22.80 k 22.80 k 6.333 Not Req'd 10.151 9.500 Not Req'd 9.909 12.667 Not Req'd 9.909 15.833 8.500 20.059 19.000 ft 8.500 in 25.618 k I Bending & Sliear Force Summaiy Bending... @ Center @ Left End @ Right End Shear... @ Left End @ Right End Mn'PhI 177.33 k-ft 0.00 k-ft 0.00 k-ft Vn'Phi 70.04 k 70.04 k Mu, Eq. C-1 143.50 k-ft 0.00 k-ft 0.00 k-ft Vu, Eq. C-' 25.86 k 25.62 k Mu, Eq. C-2 107.62 k-ft 0.00 k-ft 0.00 k-ft Vu, Eq. C-: 19.39 k 19.21 k Mu, Eq. C-3 67.01 k-ft 0.00 k-ft 0.00 k-ft Vu, Eq. C-: 12.08 k 11.96k I Deflection Deflections... DL + [BmWt] DL + LL + [BmWt] DL+LL + ST + [BmWt] Reactions... DL + [BmWt]] DL + LL + [BmWt] DL + LL + ST + [BmWt] Upward Downward 0.0000 in 0.0000 in 0.0000 in (S Left 15.675 k 22.800 k 22.800 k at at at 0.0000 ft 0.0000 ft 0.0000 ft -0.1248 in -0.3048 in -0.3048 in at at at 9.5000ft 9.5000ft 9.5000ft O. Rioht 15.675 k 22.800 k 22.800 k IVIcNeff Engineering & Consulting 1991 Viiiage Partt Way Suite 115 Encinitas CA 92024 Title: La Costa Adult Pool Job # 1050 Dsgnn MM Date: 5:53PM, 21 JUN 11 Description: Pooi Area improvements & Service Areas Scope: Elevated concrete decks & retaining walls RBV' 560008 User KW-0606712, Ver 5.8.0,1-De&.2003 (0)1983-2003 ENERCALC Engineering Software Concrete Rectengular & Tee Beam Design Page 1 CALCS.ECWCalculations Description Deck Beam B5 I General Information Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 | Span 6.50 ft Depth 8.000 in Width 24.000 in Flange @ One Side Flange Thickness 8.000 in Web Spacing 0.000 ft Beam Weight Not Added fc Fy Concrete Wt. Seismic Zone End Fixity 4,000 psi 60,000 psi 145.0 pcf 0 Pinned-Pinned Live Load acts with Short Term I Reinforcing^ Rebar @ Center of Beam... Count Size 'd' from Top #1 3 5 6.00in Rebar % Left End of Beam... Count Size 'd' from Top #1 in Rebar @ Rigfit End of Beam... Count Size 'd' ftx)m Top #1 in I Load Factoring Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 fbr concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 I Uniform Loads #1 Dead Load 1.845 k Live Load 1.030 k Short Temi Start 0.000 ft End 6.500 ft Summary Beam Design OK Span = 6.50ft, Width= 24.00in Depth = S.OOin T Beam with Flange= 8.00in thick @ One Side, Web spac= 0.00ft Maximum Moment: Mu 20.40 k-ft Allowable Moment: Mn'phi 24.66 k-ft Maximum Shear: Vu 10.64 k Maximum Deflection -0.0078 in Allowable Shear: Vn'phi Shear Stirrups... Stinrup Area @ Section Region Max. Spacing MaxVu 56.28 k 0.400 in2 0.000 1.083 3.000 3.000 10.644 8.435 Max Reaction @ Left Max Reaction @ Right 9.34 k 9.34 k 2.167 Not Req'd 4.217 3.250 Not Req'd 4.117 4.333 Not Req'd 4.117 5.417 3.000 8.334 6.500 ft 3.000 in 10.543 k I Bending & Shear Force Summary I DeflectloiT Bending... @ Center @ Left End @ Right End Shear... @ Left End @ Right End Mn'PhI 24.66 k-ft 0.00 k-ft 0.00 k-ft Vn'Phi 56.28 k 56.28 k Mu, Eq. C-1 20.40 k-ft 0.00 k-ft 0.00 k-ft Vu, Eq. C-' 10.64 k 10.54 k Mu, Eq. C-2 15.30 k-ft 0.00 k-ft 0.00 k-ft Vu, Eq. C-: 7.98 k 7.91 k Mu, Eq. C-3 8.77 k-ft 0.00 k-ft 0.00 k-ft Vu, Eq. C-: 4.58 k 4.53 k Deflections... DL + [BmWt] DL + LL + [BmWt] DL + LL + ST + [BmWt] Reactions... DL + [BmWt]] DL + LL+[BmWt] DL + LL + ST + [BmWt] 0.0000 in 0.0000 in 0.0000 in 0). Left 5.996 k 9.344 k 9.344 k Upward at at at 6.5000 ft 6.5000 ft 6.5000 ft Downward -0.0050 in -0.0078 in -0.0078 in at at at 3.2500ft 3.2500ft 3.2500ft @ Right 5.996 k 9.344 k 9.344 k McNeff Engineering & Consulting 1991 Village Park Way Suite 115 Encinitas CA 92024 Title: La Costa AduK Pool Job # 1050 Dsgnr: MM Date: 2:14PM, 20 JUN 11 Description: Pool Area Improvements & Service Areas Scope: Elevated concrete decks & retaining walls Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev: 580010 User KW-0606712, Ver 5.8.0,1-Deo-2003 (0)1983-2003 ENERCALC Engineering Softwere Restrained Reteining Wall Design Page 1 | CALCS.ECW:Calculations Description Pump Room Retaining Walls Criteria Retained Height = 9.00 ft Wall height above soil = 0.00 ft Total Wall Height = 9.00 ft Top Support Height = 8.00 ft Slope Behind Wall = 0.00:1 Height of Soii over Toe = 12.00 in Soil Density = 0.00 pcf Wind on Stem = 0.0 psf Soli Data Allow Soii Bearing = 2,500.0 psf Equivalent Fiutel Pressure Method ^ Footing Strengths 8i Dimensions 1 Heel Active Pressure Toe Active Pressure Passive Pressure FootingllSoii Friction Soii height to ignore for passive pressure 60.0 0.0 = 250.0 = 0.400 = 0.00 in fc = 3,000 psi Fy Min. As % = Toe Width = Heel Width Totai Footing Width = Footing Thickness = Key Width Key Depth = Key Distance from Toe = Cover ©Top = 3.00 in 60,000 psi 0.0014 0.67 ft 1.33 —215(3" 15.00 in 0.00 in 0.00 in 0.00 ft @ Btm.= 3.00 in Surcharge Loads Surcharge Over Heel = 0.0 psf »>NOT Used To Resist Sliding & Overtum Surcharge Over Toe = 0.0 psf NOT Used for Sliding & Overtuming Uniform Lateral Load Applied to Stem Adjacent Footing Load Lateral Load ...Height to Top ...Height to Bottom 70.0 #m 8.00 ft 0.00 ft Axial Load Applied to Stem Axial Dead Load Axial Live Load Axial Load Eccentricity 1,600.0 Ibs 1,100.0 ibs 0.0 in Adjacent Footing Load Footing Width = Eccentricity = Waii to Ftg CL Dist Footing Type Base Above/Below Soil at Back of Waii 0.0 Ibs 0.00 ft 0.00 in 0.00 ft Line 0.0 ft Design^ummar^ Total Bearing Load ...resultant ecc. Soli Pressure @ Toe Soil Pressure @ Heel Allowable 3,819 Ibs 0.04 in 1,892 psf OK 1,927 psf OK 2,500 psf j[^asonr^ten^onstj^^ Thickness = 8.00 in fm Wail Weight = 84.0 pcf Fs Stem is FREE to rotate at top of footing Block Type = Normal Weight Solid Grouted 2,000 psi Short Term Factor = 1.000 24,000 psi Equiv. Solid Thick. = 7.600 in n Ratio (Es/Em) = 19.333 Use Speciai Inspection Soil Pressure Less Than Allowable ACI Factored @ Toe ACi Factored @ Heel Footing Shear @ Toe Footing Shear @ Heel Allowable Reaction at Top Reaction at Bottom 2,812 psf 2,864 psf 12.4 psi OK 1.3 psi OK 93.1 psi 1,191.3 Ibs 0.0 Ibs @ Top Support Mmax Between Top & Base @ Base of Wall stem OK 8.00 ft # 5 24.00 in Center 3.81 in Stem OK 3.57 ft # 5 8.00 in Edge 5.25 in Sliding Calcs Slab Resists All Siidinc Lateral Sliding Force = C .0 Ibs I Footing Design Results j ^"•"•^•"•^^^^TB^^^eel Factored Pressure = Mu': Upward = Mu': Downward = Mu: Design = Actual 1-Way Shear = Allow 1-Way Shear = Toe 633 59 574 12.42 93.11 2,864 psf Oft-# 58ft-# 58ft-# 1.26 psi 93.11 psi Design height Rebar Size •• Rebar Spacing Rebar Placed at Rebar Depth 'd' Design Data ft)/FB + fa/Fa = 0.009 Moment....Actual = 10.0 ft-* Moment Allowable = 1,062.0 ft-# Shear Force @ this height = 0.0 Ibs Shear Actual = 0.00 psi Shear.....Aliowable = 44.72 psi Rebar Lap Required = 25.00 in Rebar embedment into footing = Other Acceptable Sizes 8i Spacings: Toe: None Spec'd -or- Not req'd, Mu < S ' Fr Heel: None Spec'd -or- Not req'd, Mu < S ' Fr Key: No key defined -or- No key defined stem OK 0.00 ft # 5 16.00 in Center 3.81 in 0.928 2,989.3 ft-# 3,221.2 ft-# 25.00 in 0.000 O.Oft-# 1,502.6 ft-# 1,798.8 Ibs 44.24 psi 44.72 psi 6.00 in IMcNeff Engineering & Consulting 1991 Viiiage Paric Way Suite 115 Encinitas CA 92024 Title: La Costa Adult Pool Job # 1050 Dsgnr: MM Date: 2:15PM, 20 JUN 11 Description: Pooi Area improvements & Sen^ice Areas Scope: Elevated concrete decks & retaining wails Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 41 Rev* 580010 User KW-0606712, Ver S.8.0,1-0eo-2003 (0)1983-2003 ENERCALC Engineering Software Restrained Reteining Wall Design Page 1 CALCS.ECW:Caloulations Description Restroom/Storage Area Retaining Walls Criteria Retained Height = 5.00 ft Wall height above soii = 6.00 ft Total Wail Height = 11.00ft Top Support Height = 10.00 ft Slope Behind Wall - 0.00:1 Height of Soii over Toe = 12.00 in Soil Density = 0.00 pcf Wind on Stem - 0.0 psf Soil Data /Mlow Soii Bearing - 2,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 60.0 Toe Active Pressure = 0.0 Passive Pressure = 250.0 1 Footing Strengths 8i Dimensions FootingllSoii Friction Soil height to Ignore for passive pressure = 0.400 0.00 in fc = 3,000 psi Fy Min. As % = Toe Width Heel Width Total Footing Width = Footing Thickness - Key Width Key Depth = Key Distance from Toe = Cover®Top - 3.00in ( 60,000 psi 0.0014 0.67 ft 1.33 ZUO" 15.00 in 0.00 in 0.00 in 0.00 ft ! Btm.= 3.00 in Surcharge Loads Surcharge Over Heel s 0.0 psf »>NOT Used To Resist SIkling & Overtum Surcharge Over Toe - 0.0 psf NOT Used fbr Sliding & Overtuming Uniform Lateral Load Applied to Stem Adjacent Footing Load 1 Lateral Load ...Height to Top ...Height to Bottom 70.0 #ffl 5.00 ft 0.00 ft Axial Load Applied to Stem Axial Dead Load Axial Live Load Axial Load Eccentricity 1,900.0 Ibs 1,200.0 ibs 0.0 in Adjacent Footing Load Footing Width Eccentricity Wall to Ftg CL Dist Footing Type Base Above/Below Soil at Back of Waii 0.0 ibs 0.00 ft 0.00 in 0.00 ft Line 0.0 ft Total Bearing Load 4,387 Ibs ...resultant ecc. — 0.04 in Soil Pressure @ Toe 2,173 psf OK Soil Pressure @ Heel = 2,213 psf OK Allowable s 2,500 psf Soii Pressure Less Than Allowable ACI Factored @ Toe s 3,221 psf ACI Factored @ Heel = 3,280 psf Footing Shear @ Toe = 14.4 psi OK Footing Shear @ Heel = 1.3 psi OK Allowable s 93.1 psi Reaction at Top = 212.5 Ibs Reaction at Bottom = 0.0 Ibs Sliding Calcs Slab Resists Ali Sliding 1 Lateral Sliding Force s 0.0 Ibs ^[^Masonr^ten^onstn^^ Thickness « 8.00 in fm Wall Weight = 84.0 pcf Fs Stem is FREE to rotate at top of footing Block Type = Nonnai Weight Solid Grouted 1,500 psi Short Term Factor = 1.000 24,000 psi Equiv. Solid Thick. = 7.600 in n Ratio (Es/Em) = 25.778 Use Special Inspection @ Top Support Mmax Between Top 8i Base @ Base of Wall stem OK 10.00 ft # 5 24.00 in Center 3.81 in Stem OK 3.25 ft # 5 24.00 in Edge 5.25 in I Footing Design Results Factored Pressure = Mu': Upward = Mu': Downward = Mu: Design - Actual 1-Way Shear = Allow 1 -Way Shear = Toe 724 59 665 14.41 93.11 leel 3,280 psf Oft-# 58ft-# 58ft-# 1.26 psi 93.11 psi Design height Rebar Size : Rebar Spacing = Rebar Placed at Rebar Depth'd' Design Data ft3/FB + fa/Fa = 0.000 Moment....Actual = 0.0 ft-# Moment Allowable = 1,047.4 ft-# Shear Force @ this height = 0.0 Ibs Shear.....Actual = 0.00 psi Shear....7Vllowable - 38.73 psi Rebar Lap Required - 25.00 in Rebar embedment into footing = Other Acceptable Sizes & Spacings: Toe: None Spec'd -or- Not req'd, Mu < S ' Fr Heel: None Spec'd -or- Not req'd, Mu < S ' Fr Key: No key defined -or- No key defined Stem OK 0.00 ft # 5 24.00 in Center 3.81 in 0.869 1.273.6 ft-# 1.465.7 ft-# 26.07 in 0.000 O.Oft-# 1,047.4 ft^ 887.5 Ibs 21.69 psi 38.73 psi 6.00 in McNeff Engineering & Consulting 1991 Viiiage Pari(Way Suite 115 Encinitas CA 92024 Title: La Costa Aduit Pooi Job # 1050 Dsgnr: MM Date: 2:47PM, 20 JUN 11 Description : Pooi Area Improvemente & Service Areas Scope: Elevated concrete decks & retaining wails Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 4t Rev: 580010 User KW-0606712, Ver 5.8.0.1-Dec-2003 (0)1983-2003 ENERCALC Engineering Software Cantilevered Reteining Wall Design Page 1 CALCS.ECW:Calculations Description 9' max (level) w/surch. Criteria Retained Height ~ 9.00 ft Wall height above soil = 3.50 ft Slope Behind Wall = 0.00:1 Height of Soil over Toe = 12.00 in Soil Density = 110.00 pcf Wind on Stem - 0.0 psf Soil Data I I Footing Strengtlis & Dimensions j Allow Soil Bearing = 3,000.0 psf Equivalent FluM Pressure Method Lateral Load Applied to Stem | Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel FootingllSoii Friction Soil height to ignore for passive pressure Lateral Load 40.0 psf/ft 0.0 psf/ft 250.0 psf/ft 0.0 ft 0.400 0.00 in 70.0 #m Design Summar Total Bearing Load ...resultant ecc. Soil Pressure @ Toe Soil Pressure @ Heel Allowable 6,110 Ibs 11.80 In 2,686 psf OK 0 psf OK 3,000 psf k I stem Construction | Top Stem I ^-mmmmmmmmmmmmmm^^m stem 0> fc = 3,000 psi Fy = Min. As % = Toe Width Heel Width Total Footing Width = Footing Thickness = Key Width Key Depth = Key Distance from Toe = Cover© Top = 3.00 in @ ...Height to Top = ...Height to Bottom = 2nd 60,000 psi 0.0014 2.00 ft 3.00 18.00 in 12.00 in 16.00 in 2.00 ft Btm.= 3.00 in 9.00 ft 0.00 ft Soil Pressure Less Than Allowable ACI Factored @ Toe ACI Factored @ Heel Footing Shear @ Toe Footing Shear @ Heel Allowable Wall Stability Ratios Overtuming Sliding 2,916 psf 0 psf 20.8 psi OK 30.9 psi OK 93.1 psi 1.81 OK 1.51 (Vertical Co Sliding Calcs (Vertical Component Used) Lateral Sliding Force = 2,835.0 Ibs less 100% Passive Forc^ - 1,836.8 lbs less 100% Friction Forces • 2,443.8 Ibs Added Force Req'd = 0.0 lbs OK ....for 1.5:1 Stability = 0.0 Ibs OK |_Footing^esigi|^esul^ Toe Heel Factored Pressure 2,916 0 psf Mu': Upward 6,164 0 ft-# Mu': Downward 1,187 8,261 ft-# Mu: Design 4,977 8,261 ft-# Actual 1-Way Shear 20.76 30.92 psi Allow 1-Way Shear 93.11 93.11 psi Toe Reinforcing = None Spec'd Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd 'Ht" stem OK 3.33 Masonry 8.00 # 5 16.00 Edge Stem OK 0.00 Masonry 12.00 # 8 16.00 Edge Design height Wail Material Above Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data flj/FB + fa/Fa = 0.987 Total Force @ Section ibs = 1,039.9 Moment.. Actual ft-#= 2,340.4 Moment... Allowable ft-#= 2,371.7 Shear.....Actual psi= 16.9 Shear.... Allowable psi= 38.7 Bar Develop ABOVE Ht in- 30.00 Bar Lap/Hook BELOW Ht in = 30.00 Waii Weight psf= 84.0 Rebar Depth'd' in= 5.75 Masonry Data fm psi= 1,500 Fs psi = 24,000 Solid Grouting = Yes Special Inspection = Yes Modular Ratio'n" = 25.78 Short Terni Factor = 1.000 Equiv. Solid Thick. in = 7.60 Masonry Block Type = Normal Weight Concrete Data —— f c psi = Fy psi = other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S' Fr Heel: #4@ 10.00 in, #5@ 15.50 in, #6@ 21.75 in, #7@ 29.75 in. #8@ 39.00 in, #9@ 4 Key: #4(3 16.00 in, #5@ 24.75 in, #6@ 35. 0.992 2,250.0 7,695.0 7,755.3 22.7 38.7 48.00 12.10 133.0 9.50 1,500 24,000 Yes Yes 25.78 I. 000 II. 62 McNeff Engineering & Consulting 1991 Viiiage Parit Way Suite 115 Encinitas CA 92024 i^3 Title: La Costa Adult Pool Job # 1050 Dsgnr: MM Date: 2:47PM, 20 JUN 11 Description: Pool Area Improvements & Service Areas Scope: Elevated concrete decks & retaining wails Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev: 580010 User KW-0606712, Ver 5.8.0,1-Dec-2003 (0)1983-2003 ENERCALC Engineering Software Cantilevered Reteining Wall Design Page 1 CALCS.ECW: CalculaUons Description 7' max (level) w/surch. Criteria Soil Data I I Footing Strengths & Dimensions | Retained Height Wall height above soil Slope Behind Wall Height of Soil over Toe Soil Density Wind on Stem 7.00 ft 3.50 ft 0.00:1 12.00 in 110.00 pcf 0.0 psf Allow Soil Bearing = 3,000.0 psf Equivalent Fluid Pressure Method 3,000 psi Fy ^^ra^^ad^^Hedto^Stem^JI Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel FootingjjSoil Friction Soil height to ignore for passive pressure Lateral Load 40.0 psf/ft 0.0 psf/ft 250.0 psf/ft 0.0 ft = 0.400 0.00 in 60,000 psi 0.0014 2.00 ft 2.00 — 18.00 in 70.0 #/ft Total Bearing Load = 3,982 Ibs ...resultant ecc. = 10.47 in Soil Pressure @ Toe = 2,355 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 3,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 2,554 psf ACi Factored @ Heel = 0 psf Footing Shear @ Toe = 15.3 psi OK Footing Shear @ Heel = 15.5 psi OK Allowable = 93.1 psi Wall Stability Ratios Overtuming = 1.69 OK Sliding = 1.61 (Vertical Co k I Stem Construction | Top Stem • '-^^^^mmmmmm^^^^^^ stem 01' f c = Min. As % Toe Width Heel Width Total Footing WWth Footing Thickness Key Width = 12.00 in Key Depth = 12.00 in Key Distance from Toe = 2.00 ft Cover @ Top = 3.00 in @ Btm.= 3.00 in ...Height to Top = 7.00 ft ...Height to Bottom = 0.00 ft 2nd Sliding Calcs (Vertical Component Used) Lateral Sliding Force less 100% Passive Forc^ less 100% Friction Force= Added Force Req'd = ....for 1.5:1 Stability = 1,935.0 ibs 1,531.3 Ibs 1,592.9 Ibs 0.0 lbs OK 0.0 Ibs OK I Footing Design Results Toe Heel Factored Pressure 2,554 0 psf Mu': Upward 5,031 0 ft-# Mu': Downward 1,187 2,384 ft-# Mu: Design = 3,844 2,384 ft-# Actual 1-Way Shear 15.29 15.45 psi Allow 1-Way Shear 93.11 93.11 psi Toe Reinforcing = None Spec'd Heel Reinforcing " None Spec'd Key Reinfbroing = None Spec'd Stem OK ft= 3.33 = Masonry 8.00 #5 = 24.00 = Edge Design height Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data ft)/FB +fa/Fa = 0.546 Totai Force @ Section Ibs = 526.3 Moment.. Actual ft-#= 801.0 Moment... Allowable ft-#= 1,465.7 Shear.... Actual psi= 9.2 Shear.... Allowable psi= 38.7 Bar Develop ABOVE Ht in= 30.00 Bar Lap/Hook BELOW Ht in = 30.00 Wail Weight psf= 84.0 Rebar Depth 'd' in= 5.25 Masonry Data fm psi= 1,500 Fs psi = 24,000 Solid Grouting = Yes Special Inspection = Yes Modular Ratio 'n' = 25.78 Short Term Factor = 1.000 Equiv. Solid Thick. in = 7.60 Masonry Block Type = Concrete Data f c psi = Fy psi = Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S ' Fr Heel: Not req'd, Mu < S ' Fr Key: Not req'd, Mu < S * Fr Stem OK 0.00 Masonry 12.00 # 6 16.00 Edge 0.756 1,470.0 4,001.7 5,294.8 15.2 38.7 36.00 8.69 133.0 9.00 1,500 24,000 Yes Yes 25.78 I. 000 II. 62 Nonnai Weight IMcNeff Engineering & Consulting 1991 Viiiage Parit Way Suite 115 Encinitas CA 92024 Rev: S80010 User KW-0606712, Ver 5.8.0, l-IDec-2003 (0)1983-2003 ENERCALC Engineering Software Title: La Costa Adult Pool Job # 1050 Dsgnr: MM Date: 2:47PM, 20 JUN 11 Description : Pool Area Improvements & Sen/ice Areas Scope: Elevated concrete decks & retaining wails Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Cantilevered Reteining Wall Design 7' max w/ 2:1 slope surch. Page 1 CALCS.ECW:Calculations Description Criteria Retained Height ~ 7.00 ft Wall height above soil = 0.00 ft Slope Behind Wall - 0.00:1 Height of Soil over Toe = 12.00 in Soil Density = 110.00 pcf Wind on Stem = 0.0 psf I I Soil Data Allow Soil Bearing = 3,000.0 psf Equivalent Fluid Pressure Method I l^ootln^trengths^D^ Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel FootingllSoii Friction Soil height to ignore for passive pressure 60.0 psf/ft 0.0 psf/ft 250.0 psf/ft 0.0 ft = 0.400 = 0.00 in D^igr^ijmimar^ Total Bearing Load ...resultant ecc. Soil Pressure @ Toe Soil Pressure @ Heel Allowable 3,668 ibs 10.87 in 2,235 psf OK 0 psf OK 3,000 psf h \ Stem Construction | Top Stem • ^-^mmimmmmm^^^^mmmm stemOl fc = 3,000 psi Min. As % Toe Width Heel Wklth Totai Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe Cover ©Top = 3.00 in 2nd Fy = 60,000 psi 0.0014 2.00 ft 2.00 • ^jxr 18.00 in 12.00 in 18.00 in 2.00 ft @ Btm.= 3.00 in Soil Pressure Less Than Allowable ACI Factored @ Toe ACI Factored @ Heel Footing Shear @ Toe Footing Shear @ Heel Allowable Wall Stability Ratios Overtuming SIkling 2,445 psf 0 psf 14.2 psi OK 14.5 psi OK 93.1 psi 1.65 OK 1.60 (Vertical Co Sliding Calcs (Vertical Component Used) Lateral Sliding Force less 100% Passive Force: less 100% Friction Force= Added Force Req'd = ....ft)r 1.5:1 Stability = 2,167.5 Ibs 2,000.0 lbs 1,467.1 Ibs 0.0 lbs OK 0.0 Ibs OK l^ooting^esigi^esuj^^^^^J Toe Heel Factored Pressure 2,445 0 psf Mu': Upward = 4,775 0 ft-# Mu': Downward 1,187 2,222 ft-# Mu: Design 3,588 2,222 ft-# Actual 1-Way Shear 14.15 1452 psi Allow 1-Way Shear 93.11 93.11 psi Toe Reinforcing = None Spec'd Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd 'Ht" stem OK 3.33 Masonry 8.00 # 5 24.00 Edge Design height Waii Material Above Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fl3/FB +fa/Fa = 0.307 Total Force @ Section Ibs = 404.1 Moment.. Actual ft-#= 494.3 Moment Allowable ft^= 1,611.8 Shear.... Actual psi = 6.4 Shear.....Allowable psi = 38.7 Bar Develop ABOVE Ht in= 30.00 Bar Lap/Hook BELOW Ht. in = 30.00 Wail Weight psf= 84.0 Rebar Depth 'd' in= 5.75 Masoniy Data fm psi= 1,500 Fs psi = 24,000 Solid Grouting = Yes Special Inspection = Yes Modular Ratio 'n' = 25.78 Short Tenn Factor = 1.000 Equiv. Solid Thick. in = 7.60 Masonry Block Type = Normal Weight Concrete Data fc psi = Fy psi = other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S ' Fr Heel: Not req'd, Mu < S ' Fr Key: #4@ 16.00 in, #5® 24.75 in, #6@ 35. Stem OK 0.00 Masonry 12.00 # 6 24.00 Edge 0.902 1,470.0 3,430.0 3,804.4 141 38.7 36.00 10.37 133.0 9.50 1,500 24,000 Yes Yes 25.78 I. 000 II. 62 IVIcNeff Engineering & Consulting 1991 Village Pari( Way Suite 115 Encinitas CA 92024 Title : La Costa Adult Pooi Job # 1050 Dsgnr: MM Date: 2:48PM, 20 JUN 11 Description : Pool Area Improvemente & Service Areas Scope: Elevated concrete decks & retaining wails Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev 580010 User KW-0606712, Ver 5.8.0,1-Deo-2003 (0)1983-2003 ENERCALC Engineering Software Cantilevered Reteining Wall Design Page 1 CALCS.ECW: Calculations Description 6' max (level) w/surch. Criteria J Retained Height ~ 6.00 ft Wail height above soii = 3.50 ft Slope Behind Wail - 0.00:1 Height of Soii over Toe = 12.00 in Soil Density = 110.00 pcf Wind on Stem = 0.0 psf Soil Data 1 I Footing Strengths & Dimensions | Allow Soii Bearing = 3,000.0 psf Equivalent FlukI Pressure Method ^tera^oa^pplie^^ten^^J Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel FootingjjSoil Friction Soil height to ignore for passive pressure Lateral Load 40.0 psf/ft 0.0 psf/ft 250.0 psf/ft 0.0 ft = 0.400 0.00 in 70.0 m fc = 3,000 psi Fy Min. As % = Toe Width Heel Width Totai Footing Width = Footing Thickness = Key Wklth Key Depth = Key Distance from Toe = Cover© Top = 3.00 in ...Height to Top = ...Height to Bottom 60,000 psi 0.0014 1.50 ft 2.00 330" 15.00 in 12.00 in 9.00 in 1.50 ft @ Btm.= 3.00 In 6.00 ft 0.00 ft Design Summar Total Bearing Load ...resultant ecc. Soil Pressure @ Toe Soil Pressure @ Heel Allowable 3,166 Ibs 9.37 in 2.178 psf OK 0 psf OK 3,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 2,515 psf ACI Factored @ Heel - 0 psf Footing Shear @ Toe - 15.8 psi OK Footing Shear @ Heel = 18.3 psi OK Allowable = 93.1 psi Wall Stability Ratios Overtuming SIkling Sliding Calcs (Vertical Component Used) 1.71 OK 1.63 (Vertical Co Lateral Sliding Force = less 100% Passive Force= less 100% Friction Force= Added Force Req'd = ....for 1.5:1 Stability = 1,471.3 Ibs 1,125.0 Ibs 1,266.6 Ibs 0.0 lbs OK 0.0 ibs OK Stem Construction Design height ft: Wall Material Above "Ht" Thickness = Rebar Size = Rebar Spacing = Rebar Placed at = Design Data flj/FB + fa/Fa = Total Force @ Section Ibs = Moment.. Actual ft-# = Moment Allowable - Shear....Actual psi = Shear Allowable psi = Bar Develop ABOVE Ht in = Bar Lap/Hook BELOW Ht in = Waii Weight Rebar Depth 'd' in^ Masonry Data Top Stem LFootin^esigi^esul^ Toe Heel Factored Pressure 2,515 0 psf Mu': Upward 2,825 0 ft-# Mu': Downward 578 2,592 ft-# Mu: Design 2,247 2,592 ft-# Actual 1-Way Shear 15.76 18.30 psi Allow 1-Way Shear 93.11 93.11 psi Toe Reinforcing = None Spec'd Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd stem OK 0.00 Masonry 8.00 # 6 16.00 Edge 0.976 1,140.0 2,700.0 2,766.5 18.9 38.7 36.00 9.40 84.0 5.75 fm Fs Solid Grouting Special Inspection Modular Ratio 'n' Short Temi Factor Equiv. Solid Thick. Masonry Block Type = Concrete Data fc Fy psp psh in = 1,500 24,000 Yes Yes 25.78 1.000 7.60 Normal Weight psi: psi: other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S ' Fr Heel: Not req'd, Mu < S ' Fr Key: Not req'd, Mu < S ' Fr IMcNeff Engineering & Consulting 1991 Viiiage Pari( Way Suite 115 Encinitas CA 92024 Title: La Costa Adult Pool Job # 1050 Dsgnn MM Date: 2:48PM, 20 JUN 11 Description: Pooi Area improvemente 8c Service Areas Scope: Elevated concrete decks & retaining walls Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev: 580010 User KW-0606712, Ver 5.8.0,1-Dec-2003 (0)1983-2003 ENERCALC Engineering Software Cantilevered Reteining Wall Design Page 1 CALCS.ECW:CaiculaUons Description 6' max w/ 2:1 slope surch. Criteria Soii Data ll I Footing Strengths & Dimensions | Retained Height Wall height above soil Slope Behind Wall Height of Soii over Toe Soil Density Wind on Stem 6.00 ft 0.00 ft 0.00:1 12.00 in 110.00 pcf 0.0 psf Allow Soil Bearing - 3,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel FootingjjSoil Friction Soii height to ignore fbr passive pressure 60.0 psf/ft 0.0 psf/ft 250.0 psf/ft 0.0 ft 0.400 0.00 in fc = 3,000 Min. As % Toe Width Heel Width Totai Footing Width Footing Thickness psi Fy 60,000 psi 0.0014 1.50 ft 2.00 —3150" 15.00 in Key Width » 12.00 in Key Depth = 12.00 in Key Distance from Toe = 1.50 ft Cover @ Top = 3.00 in @ Btm.= 3.00 in Design Summary Total Bearing Load ...resultant ecc. Soil Pressure @ Toe Soii Pressure @ Heel Allowable 2,841 Ibs 8.84 in 1,870 psf OK 0 psf OK 3,000 psf k Stem Construction | Top Stem SHMMMHH^^HilHHd Stem 0» Soil Pressure Less Than Allowable ACI Factored @ Toe ACI Factored @ Heel Footing Shear @ Toe Footing Shear @ Heel Allowable Wail Stability Ratios Overtuming Sliding 2,170 psf 0 psf 13.2 psi OK 17.4 psi OK 93.1 psi 1.76 OK 1.56 (Vertical Co Sliding Calcs (Vertical Component Used) Lateral SIkling Force less 100% Passive Forc^ less 100% Friction Force= Added Force Req'd = ....for 1.5:1 Stability = 1,576.9 Ibs 1,320.3 lbs 1,136.2 Ibs 0.0 Ibs OK 0.0 Ibs OK l^ootin^esigr^esul^^^J Toe Heel Factored Pressure 2,170 0 psf Mu': Upward = 2,463 0 ft-# Mu': Downwarel = 578 2,435 ft-# Mu: Design = 1,885 2,435 ft-# Actual 1-Way Shear s 13.24 17.44 psi Allow 1-Way Shear s 93.11 93.11 psi Toe Reinforcing s None Spec'd Heel Reinforcing None Spec'd Key Reinforcing = None Spec'd Design hsight ft= Wall Material Above "Ht" Thtekness = Rebar Size = Rebar Spacing - Rebar Placed at = Design Data AD/FB + fa/Fa = Total Force @ Section Ibs = Moment...Actual ft-#= Moment Allowable = Shear....Actual Shear....Allowable Bar Develop ABOVE Ht Bar Lap/Hook BELOW Ht in = Wall Weight Rebar Depth'd' in = Masonry Data f m psi = Fs psi = Solid Grouting Stem OK 0.00 Masonry 8.00 # 6 16.00 Edge psp psi: in = 0.781 1,080.0 2,160.0 2,766.5 17.9 38.7 36.00 7.52 84.0 5.75 in: Special Inspection Modular Ratio 'n' Short Term Factor Equiv. Solid Thick. Masonry Block Type - Nonnai Weight Concrete Data fc psi = Fy psi = other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S ' Fr Heel: Not req'd, Mu < S ' Fr Key: Not req'd, Mu < S ' Fr 1.500 24,000 Yes Yes 25.78 1.000 7.60 Ml McNeff Engineering & Consulting 1991 Village Parit Way Suite 115 Encinitas CA 92024 Title: La Costa Adult Pool Job # 1050 Dsgnr: MM Date: 2:48PM, 20 JUN 11 Description : pool Area Improvements 8i Senrice Areas Scope: Elevated concrete decks & retaining wails Code Ref: ACI 318-02.1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev: 580010 User. KW-0606712, Ver S.8.0,1-Dec-2003 (0)1983-2003 ENERCALC Engineering Software Cantilevered Reteining Wall Design Page 1 CALCS.ECW: Calculations Description 4' max (level) w/surch. Criteria | Retained Height ~ 4.00 ft Wall height above soil = 2.50 ft Slope Behind Wall = 0.00:1 Height of Soil over Toe = 12.00 in Soil Density = 110.00 pcf Wind on Stem = 0.0 psf Lateral Load Applied to Stem | Design Summary h Total Bearing Load = 2,096 Ibs ...resultant ecc. = 6.59 in Soil Pressure @ Toe = 1.469 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 2,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,771 psf ACI Factored @ Heel -0 psf Footing Shear @ Toe = 7.6 psi OK Footing Shear @ Heel = 12.1 psi OK Allowable = 93.1 psi Wall Stability Ratios Overtuming = 2.06 OK Soil Data Allow Soil Bearing = 2,500.0 psf Equivalent Fluid Pressure Method I Footing Strengths & Dimensions || psi Fy = Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel FootingjjSoil Friction Soii height to ignore for passive pressure Lateral Load 40.0 psf/ft 0.0 psf/ft 250.0 psf/ft 0.0 ft 0.400 0.00 in 70.0 #m fc = 3,000 Min. As % Toe Width Heel Wklth Total Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe Cover® Top = 3.00 in ...Height to Top ...Height to Bottom 60,000 psi 0.0014 1.00ft 2.00 •• TDD" 15.00 in 0.00 in 0.00 in 0.00 ft @ Btm.- 3.00 in 4.00 ft 0.00 ft Stem Construction | Top stem Sliding = 1.77 (Vertical Co Sliding Calcs (Vertical Component Used) Lateral Sliding Force s 831.3 Ibs less 100% Passive Force= - 632.8 Ibs less 100% Friction Force- - 838.4 Ibs Added Force Req'd = 0.0 lbs OK ....for 1.5:1 Stability = 0.0 Ibs OK |_Footing^Deslgn^^uj^^^J| Toe Heel Factored Pressure 1,771 0 psf Mu': Upward 1,041 0 ft-# Mu': Downward 283 1,648 ft-# Mu: Design 758 1,648 ft-# Actual 1-Way Shear 7.57 12.07 psi Allow 1-Way Shear 93.11 93.11 psi Toe Reinforcing = None Spec'd Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd Stem OK Design height fts 0.00 Wall Material Above "Ht" = Masonry Thickness = 8.00 RebarSize = #5 Rebar Spacing = 24.00 Rebar Placed at = Edge Design Data 1blFB*faJPa = 0.673 Total Force @ Section ibs = 600.0 Moment.. Actual ft-#= 986.7 Moment... Allowable = 1,465.7 Shear Actual psi= 10.5 Shear.... Allowable psi= 38.7 Bar Develop ABOVE Ht in= 30.00 Bar Lap/Hook BELOW Ht. in = 6.45 Wall Weight - 84.0 Rebar Depth 'd' ins 5.25 Masonry Data fm psi= 1.500 Fs psi= 24,000 Soikl Grouting « Yes Speciai inspection = Yes Modular Ratio "n" = 25.78 Short Temi Factor = 1.000 Equiv. Solid Thick. In = 7.60 Masonry Block Type •• Concrete Data f c psi = Fy psi a Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S ' Fr Heel: Not req'd, Mu < S ' Fr Key: No key defined Normal Weight McNeff Engineering & Consulting 1991 Village Pari( Way Suite 115 Encinitas CA 92024 Title: La Costa Adult Pool Job # 1050 Dsgnr: MM Date: 2:48PM. 20 JUN 11 Description: Pool Area improvemente & Service Areas Scope: Elevated concrete decks & retaining walls Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev: 580010 User KW-0606712, Ver 5.8.0,1-Deo-20a3 (0)1983-2003 ENERCALC Engineering Software Cantilevered Reteining Wall Design Page 1 CALCS.ECW:Calculatlons Description 4' max w/ 2:1 slope surch. Criteria Retained Height = 4.00 ft Wall height above soii = 0.00 ft Slope Behind Wall = 0.00:1 Height of Soil over Toe = 12.00 in Soil Density = 110.00 pcf Wind on Stem = 0.0 psf Soli Data Allow Soii Bearing = 2,500.0 psf Equivalent Fluid Pressure Method I [^ootin^trength^^ln^ psi Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel FootingllSoii Friction Soil height to ignore for passive pressure 60.0 psf/ft 0.0 psf/ft 250.0 psf/ft 0.0 ft = 0.400 0.00 in fc = 3,000 Min. As % Toe Width Heel Width Total Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe Cover© Top = 3.00 in Fy = 60,000 psi 0.0014 1.00ft 2.00 3:00" 15.00 in 0.00 in 0.00 in 0.00 ft @ Btm.= 3.00 In DesignSijn^^ Stem Construction Top Stem Total Bearing Load ...nesuKant ecc. Soil Pressure @ Toe Soil Pressure @ Heel Allowable 1,850 Ibs 4.82 in 1,111 psf OK 122 psf OK 2,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe ACI Factored @ Heel Footing Shear @ Toe Footing Shear @ Heel Allowable Wall Stability Ratios Overtuming Sliding 1.342 psf 147 psf 5.3 psi OK 11.6 psi OK 93.1 psi 2.40 OK 1.66 (Vertical Co Sliding Calcs (Vertical Component Used) Lateral Sliding Force less 100% Passive Forc^ less 100% Friction Force= Added Force Req'd = ....for 1.5:1 Stability = 826.9 Ibs 632.8 lbs 739.9 Ibs 0.0 lbs OK 0.0 ibs OK I Footing Design Results J Toe Heel Factored Pressure a 1,342 147 psf Mu': Upward = 808 0 ft-# Mu': Dovmward a 283 1,565 ft-# Mu: Design s 524 1,565 ft-# Actual 1-Way Shear s 5.26 11.62 psi Allow 1-Way Shear = 93.11 93.11 psi Toe Reinforcing a None Spec'd Heel Reinforcing a None Spec'd Key Reinforcing a None Spec'd Design height ft a Wall Material Above "Ht" Thickness = Rebar Size = Rebar Spacing = Rebar Placed at = Design Data fb/FB + fa/Fa = Total Force @ Section Ibs = Moment.. Actual ft-# = Moment Allowable = Shear.... Actual psi = Shear Allowable psi = Bar Develop ABOVE Ht in = Bar Lap/Hook BELOW Ht in = Wall Weight Rebar Depth 'd' ln = Masonry Data stem OK 0.00 Masonry 8.00 # 5 24.00 Edge 0.437 480.0 640.0 1,465.7 8.4 38.7 30.00 6.00 84.0 5.25 psi: psi: fm Fs Solid Grouting Special Inspection Modular Ratio 'n' Short Term Factor Equiv. Solid Thick. Masonry Block Type = Nomial Weight Concrete Data f c psi = Fy psi = Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S ' Fr Key: No key defined 1,500 24,000 Yes Yes 25.78 1.000 7.60 M MCNEFF ENGINEERING & CONSULTING JOB. \0^o LA Cosm APOUT A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinitas. CA 92024 Tel: (760) 479-9838 • Fax: (760) 479-9837 SHEETNO. CALCULATEDBY. CHECKED BY 0F_ DATE. DATE. 1 1 be 1 -TH a \\) 1 1 j 1 - le 7i46 i ST Ve 1 1 _ _ i iL IAJ = 1 oo - 1 i U a" I \ T \ If/* . ,< r—1 1 ' ^ A . .7 i A i A > e 1 ^^^^ S'i j ' > o< '>OC> I b a 1 r r f I-'1 !f 1 r X r) J 2 II 1 M 2 II 1 ll a,...' 1( 1 / V In > i -4 ^r»Al &V B-r- Uu ?' 9 2 t n V-- Uj i_ -P t I-2^ — CA I-l-r J_4— i j w §^ 1 i j w §^ I40K J 1 ?iJ —a^-— // \ <» vl tar. .9—J T ^ 1 ' i — — — i 4 1 s 0 > y s "^^ ^ 2: — i f T . 1 '—Is 1 ?! 0^ ^/ : ( 1^ 1 1 1 fcx— M MCNEFF ENGINEERING & CONSULTING JOB. \v5o LA ^as^APt^uT FfegL A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinitas. CA 92024 Tel: (760) 479-9838 • Fax: (760) 479-9837 SHEETNO.. OF_ CALCUUTED BY_ CHECKED BY DATE. DATE. i i ' !I.iv.,.J ' 1 \> \ i- ^ t 1 L_ T J ! —^ c :> • - C r * K> /•] r -r :^ —tr —I cr l'i c oc JL...... .A.M n e n N ^, O • a h~4 LA f- \—e> ^ m A /b (A 0 s < " •s\^ 1 •* ) > VP A'' ) ^ * k lis 1 1 I ^ * 1 > 1 T> i -i IA| , 1 i 1 ! M MCNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinitas. CA 92024 Tel: (760) 479-9838 • Fax: (760) 479-9837 JOB. SH^MO.. £1 OF_ CALCULATED BY_ CHECKED BY SCALE DATC. DATE. i 1 ' As/ 1.J t!05? -3K ^ to Id IKO P 10.1 9^ M.I 15^ 1^' /FT SUPPLEMENTAL GEOTECHNICAL INVESTIGATION ADULT SWIMNQNG POOL COMPLEX LA COSTA RESORT & SPA CARLSBAD, CALIFORNIA •Prepared By- Sladden Engineering 6782 Stanton Avenue, Sult« A Buena Park, Califomia 90621 (714) 523-0952 Sladden Ertgiiwering Sladden Engineering 45090 Gotf Center Parkway, Suite F, Indio. California 92201 (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenuo, Suits A Buw» Park. CA 90621 (714) 523-0952 Fax (714) 323-1369 450 Egan Avenue, Beaumonl, CA 92223 (951) 845-7743 Fax (961) 845-8863 800 E Florida Avenue. Hemet, GA 92543 (951) 766-8777 Fax (951) 766-8778 June 10,2011 Project No. 444-11029 11-06-039 La Costa Resort and Spa 2100 Costa Del Mar Road Carlsbad, California 92009 Subject; Supplemental Geotechnical Investigation Project: Adult Swimming Pool Complex La Costa Resort and Spa Carlsbad, California Sladden Engineering is pleased to present tlie results of our supplemental geotechnical investigation performed for the adult swimming pool complex to be constructed within the U Costa Resort and Spa facility located at 2100 Costa Del Mar Road in the City of Carlsbad, California. The purpose of our investigation was to explore the subsurface conditions at the site in order to provide recommendations for foundation design and site preparation. Evaluation of environmental issues and hazardous wastes was not included within the scope of services provided. The opinions, recommendations and design criteria presented in this report are based on our supplemental field exploration program, laboratory testing and engineering analyses. Based on the results of our Investigation, it is our professional opinion that the proposed swimming pool complex and building additions are feasible provided the recommendations presented in this report are implemented in swimming pool design and carried out through construction. We appreciate the opportunity to provide service to you on this project If you have any questions regarding this report, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING Matthew J. Cohrt Brett L. Anderson Project Geologist Principal Engineer SElVmc Copies: 6/Addressee Sladden Enginewing SUPPLEMENTAL GEOTECHNICAL INVESTIGATION ADULT SWIMMING POOL COMPLEX LA COSTA RESORT AND SPA CARLSBAD, CALIFORNIA June 10,2011 TABLE OF CON f ENTS INTRODUCTION 1 PROJECT DESCRIPTION 1 SCOPE OF SERVICES 2 SITE CONDITIONS 2 GEOLOGIC SETTING 3 SUBSURFACE CONDITIONS 3 SEISMICITY AND FAULTING 3 2010 CBC SEISMIC DESIGN PARAMETERS 4 GEOLOGIC HAZARDS 5 CONCLUSIONS 6 EARTHWORK AND GRADING 6 Stripping 6 Preparation of Building Areas 7 Compaction , 7 Shrinkage and Subsidence 8 FOUNDATION DESIGN 8 SLABS-ON-GRADE 8 SOLUBLE SULFATES 8 UTILITY TRENCH BAC:KF1LL 9 EXTERIOR CONCRETE FLATWORK 9 DRAINAGE 9 LIMITATIONS 9 ADDITIONAL SERVICES 10 REFERENCES 11 FIGURES - Site Location Map Regional Geologic Map Test Pit Location Plan APPENDIX A - Field Exploration APPENDIX B- Laboratory Testing Sladden Engineering June 10, 2011 -1 - Project No. 444-11029 11-06-039 INTRODUCTION This report presents the results of the supplemental geotechnical investigation performed by Sladden Engineering (Sladden) for the proposed adult swimming pool complex to be located within thc La Costa Resort and Spa facility in the City of Carlsbad, California. The site is located at approximately 33.0917" north latitude and 117.2677 west longitude. Tlie approximate location of the site is indicated on the Site Location Map (Figure 1). Our supplemental investigation was conducted in order to further evaluate thc engineering properties of the subsurface materials in the area of the proposed adult swimming pool complex, to evaluate the in-situ characteristics, and to provide engineering recommendations and design criteria for site preparation, foundation design and the design of various site improvements. This study also includes a review of previous geotechnical reports prepared for various projects within the La Costa complex along with published and unpublished geotechnical and geological literature regarding seismicity at and near the subject site. The recommendations provide d within this report are intended to supplement the recommendations provided within the recently prepared Geotechnical Update and previous geotechnical reports. PROJECT DESCRIPTION It is our understanding that the proposed project will consist of constructing a new adult swimming pool complex including minor building additions, stairways and retaining walls. The project plans prepared by Forrest Perkins indicate that the proposed project will also include new concrete flatwork and various related improvements. Sladden anticipates that site grading will be limited to minor cuts and fills within thc proposed swimming pool and building addition areas in to order to accomplish the desired pad elevations and to provide adequate gradients for site drainage. This docs not include thc removal and rc-compaction of the near surface artificial soil and the primary foundation bearing soil. Structural foundation loads for the proposed building additions were not available at the time of the production of this report. Uascd on our experience with relatively lightweight structures, we expect that isolated column loads will be less than 30 kips and continuous wall loads will be less than 3.0 kips per linear foot. If the assumed loads vary significantly from the actual loads we should be cor^sulted to verify the applicability of the recommendations provided. Sladden Engineering June 10,2011 - 2 - Project No. 444-11029 11-06-039 SCOPE Of SERVICES The purpose of our supplemental investigation was to determine specific engineering characteristics of thc near surface soil within the vicinity of the pool in order to confirm previously provided foundation design criteria and to provide specific recommendations for site preparation. Exploration of the site was achieved by excavating two (2) exploratory test pits In the area of the proposed adult swimming pool. Specifically, our site characterization consisted of the following tasks: • Site reconnaissance to assess the existing surface conditions on and adjacent to the proposed adult swimming pool site. • Thc excavation of two (2) exploratory test pits to a maximum depth of approximately ten (10) feet below the existing ground surface in order to characterize the near surface soil conditions. Representative samples of the soil were classified in the field and retained for laboratory testing and engineering analyses. • • Perform laboratory testing on selected samples to evaluate their engineering characteristics. • Review of geologic literature regarding geologic hazards along with previous geotechnical reports preparml for the La Costa project site by Sladden Engineering. • Perform engineering analyses to develop recommendations for foundation design and site preparation. • The preparation of this report summarizing our work at the site. SITE CONDITIONS General, The proposed adult swimming pool complex is to be constructed just cast of the main clubhouse fadlity at the La Costa Resort and Spa at 2100 Costa Del Mar Road in the City of Carlsbad, California. The proposed adult swimming pool is to be located directly east of thc main clubhouse building within a currently vacant golf course area. The proposed adult swimming pool site is located within thc vicinity of the previous golf course area occupied by tees and a practice green. At the time of our investigation, thc proposed swimming pool aiui building addition area had been cleared of previous landscaping and minor fills up to 3 feet in depth had been placed during recent grading operations.. Topography and Drainage. According to the 7.5' Encinitas Quadrangle map (USGS, 1975), the site is at an approximate elevation of 56 feet above mean sea level (AMSL). No ponding water or surface seeps were observed onsite during our field investigation conducted on May 24, 2011. Both site drainage and regional drainage consist of sheet flow to the San Marcos Creek area to the east. Sladden Engineering June 10,2011 -3- Project No. 444-11029 11-06-039 GEOLOGIC SETTING The subject site is situated in Peninsular Range Province of Califomia. The Peninsular Range Province, in a generally sense, comprises the southwest corner of California and extends southeast to include Baja Califomia. The range is characterized by elongated, northwest-southeast trending mountain ranges and valleys and is truncated at its northem margin by the east-west grain of the Transverse Ranges, Mountainous areas of the Province generally consist of igneous, mctasedimentary and metavolcanic rocks. However, plutonic rocks of the Southern Califomia Batholith are the dominant basement rock exposed within thc province. The site has been mapped by Rogers (1965) to be immediately underlain by Quaternary-age non-marine terrace deposits. The regional geologic setting for the site vicinity is illustrated on the Regional Geologic Map, Figure 2, SUBSURFACE CONDmONS General. The subsurface conditions at thc site were investigated by excavating two (2) exploratory test pits to a maximum depth of approximately ten (10) feet bgs. The approximate location of thc test pits are illustrated on the Test Pit Ltx:ation Plan (Figure 3). A representative of Sladden was on-site to log the materials encountercid and retrieve samples for laboratory testing and engineering analyses. Soil. The site is underlain primarily by a generally thin layer of artificial fine soil comprised of sandy silty clay overlying terrace deposits consisting of fine to coarse-grained sand. The native sand appeared fairly uniform in composition and compact. In general, the artificial fill soil appeared somewhat loose near the surface but thc underlying native terrace deposits appeared very firm. The site soil was found to be moist throughout the depth of our cxploratorj' pits. I>;tailed descriptions of the subsurface materials encountered are included in Appendix A of this report. Groundwater and Seepag^^ No groundwater or seepage was encountered during our field investigation on May 24, 2011 that extended to a maximum depth of approximately ten (10) feet bgs. SEISMICITY AND FAULTING The southwestern United States is a tectonically active and structurally complex region, dominated by northwest trending dextral faults. The faults of the region are often part of complex fault systems, compo.sed of numerous subparallcl faults which splay or step from main fault traces. Strong seismic shaking could be produced by any of these faults during the design life of the proposed project. We consider the most significant geologic ha^iard to the project to be thc potential for moderate to strong seismic shaking that is likely to occur during the design life of the project. The proposed project is located in the highly seismic Southern Califomia region within the influence of several fault systems that arc considered to be active or potentially active. An active fault is defined by the State of California as a "sufficiently active and well defined fault" that has exhibited surface displacement within the Holocene epoch (about the last 11,000 years). A potentially active fault is defined by the State as a fault with a history of movement within Pleistocene time (between 11,000 and 1.6 million years ago). Sladden Engineering June 10, 2011 Project No. 444-11029 11-06-039 Table 1 lists the closest known potentially active faults which was generated in part using the KQFAULT computer program (Blake, 2000), as modified using thc fault parameters from The Revised 2002 Califomia Probabilistic Seismic Hazard Maps {Cao et al, 2003). This table does not identify the probability of reactivation or the on-site effects from earthquakes occurring on any of the other faults in thc region. TABLE 1 CLOSEST KNOWN ACTIVE FAULTS Fault Name Distance (Km) Maximum Event Rose Canyon 8.9 7.2 Newport-Inglewood 16.6 7.1 Coronado Bank 33.4 7.6 Elsinore-Temecula 39.6 6.8 Elsinore-Julian 39.6 7.1 Elsinorc-Clen Ivy 61.8 6.8 Earthquake Valley 64.7 6.5 Palos Verdes 66.0 7.3 San Jacinto-Anza 76.4 7.4 2010 CBC DESIGN PARAMETERS The seismic design category for a structure may be determined in accordance with Section 1613 of the 2010 CBC or ASCE7. According to the 2010 CBC, Site Class D may be used to estimate design seismic loading for the proposed structures. Thc period of the structures should be less than 'A second. This assumption should be verified by the project structural engineer. The 2010 CBC Seismic Design Parameters are summarized below. Occupancy Category (Table 1604.5): U Site Class ffable 1613.5.5): D Ss (Figure 1613.5.1): 1.185g 5i (Figure 1613.5.1): 0.446g Fa (Table 1613.5.3(1)): 1.026 Fv (Table 1613.5.3(2)): 1.554 Sms (Equation 16-36 (Fa X Ss)): 1.216g Sml (Equation 16-37 |Fv X Sl}): 0.693g SDS (Equation 16-38 (2/3 X Sn«|): 0.81 Og SDl (Equation 16-39 (2/3 X Sml}): 0.462g Seismic Design Category: D Sladden Engineering June 10, 2011 -5- Project No. 444-11029 11-06-039 GEOLOGIC HAZARDS Thc subject site is located in an active seismic zone and will likely experience strong seismic shaking during the design life of the proposed project. In general, the intensity of ground shaking will depend on several factors including: the distance to the earthquake focus, the earthquake magnitude, the response characteristics of the underlying materials, and the quality and type of construction. Geologic hazards and their relationship to the site are discussed below. T. Surface Ruptur^. Surface rupture is expected to occur along preexisting, known active fault traces. However, surface rupture could potcnUally splay or step from known active faults or rupture along unidentified traces. Based on review of Rogers (1965), Jennings (1994), and Hart and Bryant (1997), known faults are not mapped on or projecting towards the site, in addition, no signs of active surface faulting were observed during our review of non-stereo digitized photographs of the site and site vicinity (Google, 2011; Terra Server 2002). Finally, no signs of active surface fault rupture or secondary seismic effects (lateral spreading, lurching etc.) were identified on-site during our field investigation. Therefore, it is our opinion that risks associated with primary surface ground rupture should be considered "low". II- Cround Shaking. The .site has been subjected to past ground shaking by faults that traverse through the region. Strong seismic shaking from nearby active faults is expected to produce strong seismic shaking during the design life of the proposed project. A probabilistic approach was employed to the estimate the peak ground acceleration (anwx) that could be experienced at the site. Based on the USGS Probable Hazard Curves (USGS, 2011) the site could be subjected to ground accelerations on the order of 0.26g. The peak ground acceleration at the site is judged to have a 475 year return period and a 10 percent chance of exceedence in 50 years. III. Liquefaction. Liquefaction is the process that loose, saturated granular soil loses strength as a result of cyclic loading. The strength loss is a result of a decrease in granular .sand volume and a positive increase in pore pressures. Generally, liquefaction can occur if all of the following conditions apply: liquefaction-susceptible soil, groundwater within a depth of 50 feet or less, and strong seismic shaking. Based on the presence of dense alluvial terrace deposits underlying thc site, risks associated with liquefaction should be considered negligible. IV. Tsunamis. Because the site is situated at low-lying coastal location, the risk associated with tsunamis should be considered but the evaluation of potential tsunami risks is beyond the scope of this investigation. V. Slope Failure. Landsliding. Rock Fall;^. No signs of slope instability in the form of landslides, rock falls, earthflows or slumps were observed at or near the subject site. As such, risks associated with slope instability should be considered "Low". Sladden Engineering June 10, 2011 - 6 - Project No. 444-11029 11-06-039 VI. Expansive Soil. Expansion Index testing of select samples was performed to evaluate expansive potential of thc soil underlying thc site. Based the results of our laboratory testing (EI=0), the native sandy soil underlying thc swimming pool site is considered to have a "very low" expansion potential. However, some of thc near surface arfificial fill soil may be potentially expansive. The expansion potential of the surface soil should be evaluated after grading VIT. Settlement. Settlement resulting from the anticipated foundation loads should be tolerable provided that the recommendations included in this report arc considered in foundation design and construction. The ultimate settlement is estimated to be approximately one inch when using the recommended bearing pressure. As a practical matter, differential settlement between footings can be assumed as one-half of the total settlement. CONCLUSIONS Based upon our field invcstigafion and laboratory tests, it is our opinion that the proposed project is feasible from a soil mechanic's standpoint provided that the recommendations included in this report are considered in foundation design and site preparation. Because of the somewhat loose condition of the surface soil and the presence of dense native terrace deposits throughout the swimming pool area, the remedial grading recommended for thc proposed swimming pool and building addifion areas is limited. We recommend that remedial grading within thc proposed building and foundation areas include the overexcavation and recompaction of the primary foundation bearing soil and any artificial fill material encountered. Specific recommendations for site preparation are presented in the Earthwork and Grading section of this report. Caving did occur to varying degrees within our test pit and the surface soil may be susceptible to caving within deeper excavattons. All excavations should be constructed in accordance with the normal CalOSHA excavation criteria. On the basis of our observations of thc materials encountered, we anticipate that the subsoil will cot^form to that described by CalOSHA as Type C. Soil conditions should be verified in the field by a "Competent person" employed by the ContraLtor. EARTHWORK AND GRADING All eartliwork including excavation, backfill and preparation of thc subgrade soil, should be pwrformed in accordance with the geotechnical recommendations presented in this report and portions of the local regulatory requirements, as applicable. All earthwork and testing should be performed under the observation of a qualified soil engineer. The following geotechnical engineering recommendations for the proposed project are based on observafions from the field investigation program, laboratory testing and geotechnical engineering analysis. a. Stripping. Areas to be graded should be cleared of any existing structures, leach line.s, underground utilities, vegetatioa associated root systems and debris. All areas scheduled to receive fill should be cleared of old fills and any irreducible matter. The strippings should be removed off site, or stockpiled for later use in landscape areas. Voids left by obstructions should be properly backfilled in accordance with the compaction recommendations of this report. Sladden Engineering June 10, 2011 -7-Project No. 444-11029 11-06-039 Preparation of the Building Areas. In order to provide firm and uniform bearing conditions and to limit potential cut/fill transition related diffcrenfial settlement we recommend overexcavation and recompaction throughout the building addifion and retaining wall foundation areas. All native low density near surface soil should be removed to the underlying nafive terrace deposits or to a minimum depth of 2 feet below the bottom of the footings, whichever is deeper. Remedial grading should extend laterally, a minimum of five feet beyond the perimeter foundafions. The exposed surface should then be scarified, moisture condifioned to within two percent of opfimum moisture content and compacted to at least 90 percent relative compaction. Testing of thc native soil within the excavation bottoms should be performed during grading to verify adequacy. C9''"PflCfion. Soil to be used as engineered fill should be free of organic material, debris, and other deleterious substances, and should not contain irreducible matter greater than three inches in maximum dimension. All fill materials should be placed in thin lifts, not exceeding six inches in their loose state. If import fill is required, the material should be of a low lo non-expansive nature and should meet the following criteria: Plasfic Index Liquid Limit Percent Soil Passing #200 Sieve Maximum Aggregate Size Less than 12 Less than 35 Between 15% and 35% 3 inches The subgrade and all fills should be compacted with acceptable compacfion equipment to at least 90 percent relative compaction. 'Fhe bottom of thc exposed subgrade should be observed by a representafive of Sladden Engineering prior to fill placement. Compacfion testing should be performed on all lifts in order to ensure proper placement of the fill materials. Table 2 provides a summary of the excavation and compaction recommendations. Table 2 - SUMMARY OF RECOMMENDATIONS ^Remedial Grading Excavation and/or recompaction within the building and foundation areas and extending laterally 5 feet beyond the building limits and to a minimum depth of 2 feet below the bottom of the footings. Native / Import Engineered Fill Piace in thin lifts not exceeding 6 inches in the loose state, compact to a minimum of 90 percent rclafive compaction within 2 percent of thc optimum moisture content Pavement Areas and Concrete Flatwork Compact the top 12 inches to at least 90 percent compaction within 2 percent of optimum moisture content. "Actual depth may vary and should be determined by a representative of Sladden Engineering in tho field during construction. Sladden Engineering June 10, 2011 - 8 - Project No. 444-11029 11-06-039 d. Shrinkage and Subsidence, Volumetric shrinkage of the material that is excavated and replaced as controlled compacted fill should be anticipated. We estimate that this shrinkage could vary from 15 to 20 percent Subsidence of the surfaces that are scarified and compacted should be between 1 and 2 tenths of a foot. This will vary depending upon the fype of equipment used, the moisture content of the soil at the time of grading and the actual degree of compaction attained. FOUNDATION DESIGN Footings should extend at least 18 inches beneath lowest adjacent grade. Isolated square or rectangular footings at least 2 feet square may be designed using an allowable bearing pressure of 2500 pounds per square foot Continuous footings at least 12 itiches wide may be designed using an allowable bearing pressure of 2000 pounds per square foot. Allowable increases of 200 psf for each additional 1 foot of width and 250 psf for each additional 6 inches of depth may be ufilized if desired. The maximum allowable bearing pressure should be 3000 paf. The allowable bearing pressures are for dead and frequently applied live loads and may be increased by 1/3 to resist wind, seismic or other transient loading Lateral forces may be resisted by friction along the base of the foundations and passive resistance along the sides of the foimdafions. A friction coefficient of 0.40 times the normal dead load force is recommended for use in design. Passive resistance may be estimated using an equivalent fluid weight of 250 pcf. If used in combination with the passive resistance, the frictional resistance should be reduced by one third to 0.27 times the normal dead load forces. Retaining walls may be required to accomplish the proposed construction. Cantilever retaming walls may be designed using "active" pressures. Active pressures tnay be estimated using an equivalent fluid weight of 40 pcf for native backfill soils with level free-draining backfill conditions. For walls that are restrained, "at rest" pressures should t>e utilized in design. At rest pressures may be estimated using an equivalent fluid weight of 60 pcf for nafive backfill soil with level free-draining backfill condifions SLABS-ON-GRADE In order to reduce the risk of heave, cracking and settlement, concrete slabs-on-grade should be designed to accommodate potential differential movement due to minor settlement or expansion. The slab subgrades should remain above optimum moisture content and should not be permitted to dry. Prior to concrete placement, all slab subgrades should be firm and unyielding. Disturbed soil should be removed and then replaced and compacted to a minimum of 90 percent relative compaction. Slabs with moisture sensitive surfaces should be underlain with a moisture vapor retarder consisting of a polyvinyl chloride membrane such as lO-mil Visqueen, or equivalent. All laps within the membrane should be sealed and clean sand should be placed over the membrane to promote uniform curing of thc concrete and to reduce the potential for punctures. We recommend a minimum slab thickness of 4.0 inches. Slabs should be provided with nominal reinforcement (at least #3 bars at 24" on center) to limit potential differential movement. Final slab design and reinforcement should be determined by the Structural Engineer. Sladden Engineering June 10, 2011 -9- Project No. 444-11029 11-06-039 SOLUBLE SULFATES Soluble sulfate concentrations were determined to be "negligible" (less than 1000 ppm). This concentration is generally considered to be non-corrosive with respect to concrete. The use of Type V and/or sulfate resistant mix design should not be necessary. Soluble sulfate content of the surface soil should be reevaluated after grading and appropriate concrete mix designs should be established based upon post-grading test results. UTILITY TRENCH BACKFILL All utility trench backfill should be compacted to a minimum relative compaction of 90 percent. Trench backfill materials should be placed in lifts no greater than six inches in their loose state, moisture conditioned (or air-dried) as necessary to achieve near optimum moisture conditions, and then mechanically compacted in place to a minimum relative compaction of 90 percent. A representative of the project geotechnical consultant should test the backfills to verify adequate compaction. EXTERIOR CONCRETE FLATWORK To minimize cracking of concrete flatwork, the subgrade soil below concrete flatwork areas should be compacted to a minimum relative compaction of 90 percent. A representafive of the project geotechnical consultant should observe and verify the density and moisture content of the soil, and the depth of moisture penetration prior to pouring concrete. DRAINAGE All final grades should be provided with positive gradients away from foundations to provide rapid removal of surface water runoff to an adequate discharge point. No water should be allowed to be pond on or immediately adjacent to foundation elements. In order to reduce water infiltration into the subgrade soil, surface water should be directed away from building foundations to an adequate discharge point. Subgrade drainage should be evaluated upon completion of the predse grading plans and in the field during grading. LIMITATIONS The findings and recommendations presented in this report are based upon an interpolation of the soil conditions wilhin the exploratory lest pit location and extrapolation of the conditions throughout the proposed building area. Should conditions encountered during graditig appear different than that indicated in this report, this office should be notified. The use of this report by other parties or for other projects is not authorized. The recommendations of this report are contingent upon monitoring of the grading operation by a representative of Sladden Engineering. All recommendations are considered lo be tentative pending our review of the grading operation and additional testing, if indicated. If others are employed to perform any soil testing, this office should be notified prior to such testing in order to coordinate any required site visits by our representative and to assure indemnification of Sladden Engineering. Sladden Engineering June 10, 2011 - 10 - Project No. 444-11029 11-06-039 We recommend that a pre-construction conference be held on the site prior to the initiation of site grading. The purpose of this meeting will be to assure a complete understanding of thc recommendations presented in this report as they apply to the actual grading performed. ADDITIONAL SERVICES Once completed, final project plans and specifications should be reviewed by use prior to construction to confirm that thc full intent of the recommendations presented herein have been applied to design and constmction. Following review of plans and specifications, observation should be performed by the Soil Engineer during construction lo document that foundation elements are founded on/or penetrate into thc recommended soil, and that suitable backfill soil is placed upon competent materials and properly compacted at the recommended moisture content Tests and observations should be performed during grading by the Soil Engineer or his representative in order to verify that the grading is being performed in accordance with the project specificafions. Field density testing shall be performed in accordance with acceptable ASTM test methods. The minimum acceptable degree of compaction should be 90 percent for subgrade soil and 95 percent for Class II aggregate base as obtained by the ASTM Dl557-02 test method. Where testing indicates insufficient densify, additional compactive effort shall be applied unfil retesting indicates satisfactory compacfion. Sladden Engineering June 10,2011 -11 - Project No. 444-11029 11-06-039 REFERENCES Blake, T., 2000, EQFAULT and EQSEARCH, Computer Programs for Deterministic and Probabilistic Prediction of Peak Horizontal Acceleration from Digitized Califomia Faults. Califomia Building Code (CBC), 2010, California Building Standards Commission. California Geological Survey (CGS), 2002, Califomia Geomorphic Provinces: Note 36 Cao T., Bryant W.A., Rowshandel B., Branum D., Wills C.J., 2003, "The Revised 2002 California Probabilistic Seismic Hazard Maps". CoogleEarth.com, 2011, Vertical Aerial Photograph for the Carlsbad area, California, Undated, Variable Scale. Hart, E. W., and Bryant W. A., Revised 1997, Faull-Ruphire Hazard Zones in California, Alquist-Priolo Earthquake Fault Zoning Act with Index to Earthquake Fault Zones Maps: State of California, Department of Conservation, Division of Mines and Geology Special Publication 42. 38 Pages. Supplements 1 and 2 were added on 1999. Jennings, Charles W. (Compiler), 1994, Fault Activity Map of California and Adjacent Areas, Califomia Division of Mines and Geology, Geologic Data Map No, 6 Rogers T.H (compiler), Jenkins, O.P (edition), 1965, C^>logic Map of Califomia, Santa Ana Sheet, sixth printing 1992, Califomia Division of Mines and Geology, 1: 250,000. TerraScver, Inc., 2002, Aerial Photographs and Topographic Maps at Various Scales. Available at www.terraservc.com United States Geological Survey (USGS) ,1975, Encinitas 7.5 Minute Quadrangle Map, 1:24000. United Slates Geological Survey (USGS), 2011, "Seismic Hazard Curves and Uniform Response Spectra, Version 5.1.0". Sladden Engineering FIGURES SITE LOCATION MAP REGIONAL GEOLOGIC MAP TEST PIT LOCATION PLAN Sladden Engineering APPENDIX A FIELD EXPLORATION Sladden Engineering APPENDDC A FIELD EXPLORATION For our field investigation, two (2) exploratory test pits were excavated in the vicinify of the proposed adult swinuning pool area on May 24, 2011 ufilizing a backhoe provided by the client. A log of thc materials encountered was made by a representative of Sladden Engineering, Materials encountered in the test pit were classified in accordance with the Unified Soil Classification System which is presented in this appendix. The approximate test pit locations are shown on thc Test Pit Location Plan, Figure 3. Sladden Engineering APPENDDC B LABORATORY TESTING Sladden Engineering APPENDDC B LABORATORY TESTING Representative bulk soil samples were obtained in thc field and returned to our laboratory for additional observations and testing. Laboraloty testing was generally performed in two phases. The first phase consisted of testing in order to determine the compaction of the existing natural soil and the general engineering classifications of the soil underlying the site. This testing was performed in order to estimate the engineering characteristics of the soil and to serve as a basis for selecting samples for thc second phase of testing. The second phase consisted of soil mechanics testing. Tliis testing including consolidation, shear strength and expansion testing was performed in order lo provide a means of developing specific design recommendations based on the mechanical properties of the soil. CLASSIFICATION AND COMPACTION TESTING Natural Water Content Natural water content was determined on select samples by obtaining a wet weight then drying the samples in accordance with ASTM Standard D2216-80. The natural water content is summarized on the Test Pit log. Maximum Density-Optimum Moisture Determinations: Representative soil types were selected for maximum density determinations. This testing was performed in accordance with the ASTM Standard Dl 557-91, Test Method A. The results of this test are presented graphically in this appendix. The maximum densities are compared to the field densities of the soil in order to determine the existing relative compaction to thc soil. Classification Testing: Soil samples were selected for classification testing. This testing consists of mechanical grain size analyses. This provides information for developing classifications for thc soil in accordance wilh the Unified Soil Classification System which is presented in the preceding appendix. This classificafion system categorizes the soil into groups having similar engineering characteristics. The results of this testing is very useful in detecting variations in the soil and in selecting samples for further testing, SOIL MECHANICS TESTING Expansion Testing: One (1) bulk sample was selected for Expansion testing. Expansion testing was performed in accordance with the UBC Standard 18-2. This testing consists of remolding 4-inch diameter by 1-inch thick test specimens to a moisture content and dry density corresponding to approximately 50 percent saturation. The samples are subjected to a surcharge of 144 pounds per square foot and allowed to reach equilibrium. At that point the specimens are inundated with distilled waler. Tlie linear expansion is then measured until complete. Direct Shear Tests: One (1) bulk sample was selected for Direct Shear Tests. This test measures the shear strength of the soil under various normal pressures and is used to develop parameters for foundation design and lateral design. Tests were performed using a recompacted test specimeii that was saturated prior to tests. Tests were performed using a strain controlled test apparatus with normal pressures ranging from 800 lo 2300 pounds per square foot. Sladden Engineering storm Water Management Plan (SWMP) Project Identification: La Costa Resort - Clubhouse Adult Pool Addition Applicant: SWMP Prepared by: Initial Preparation Date: Revision Date(s): KSL La Costa Resort 2100 Costa Del Mar Road Carlsbad, CA 92009 Contact Person: Jeff Roberson Phone: 760.498.6677 CONSULTING Contact Person: RBF JN 55-100705.001 July 15, 2010 RBF Consulting 5050 Avenida Encinas. Suite 260 Carlsbad, Califomia 92008-4386 760.476.9193 telephone / 760.476.9198 fax Timothy M. Thiele, RCE 60283 h:\pdata\55100705\admin\reports\swmp\705-swmp.doc Table of Contents 1 PROJECT SETTING 1 2 APPLICABLE STORM WATER STANDARDS 3 3 IDENTIFY POLLUTANTS OF CONCERN 4 3.1 Pollutants-of-Concem Determination 7 3.1.1 Sediment 5 3.1.2 Nutrients 5 3.1.3 Metals 5 3.1.4 Organic Compounds 5 3.1.5 Trash and Debris 6 3.1.6 Oxygen-Demanding Substances 6 3.1.7 Oil and Grease 6 3.1.8 Bacteria and Viruses 6 3.1.9 Pesticides 6 3.2 Primary Pollutants 7 4 SOURCE CONTROL MEASURES 8 5 LOW IMPACT DEVELOPMENT (LID) STRATEGIES 10 6 INTEGRATED MANAGEMENT PRACTICES (IMPs) 11 7 TREATMENT CONTROL BMPs (Not Applicable) 12 8 HYDROMODIFICATION (Not Applicable) 12 9 DOCUMENTATION OF STORMWATER DESIGN (Not Applicable) 12 10 BMP FACILITY MAINTENANCE REQUIREMENTS 13 11 SWMP CERTIFICATION STATEMENTS 14 List of Figures Figure 2.1 Vicinity Map 2 List of Tables Table 3-1 Anticipated and Potential Pollutants Generated by Land Use Type 4 Table 3-2 Summary of Receiving Surface Waters 7 Table 4-1 Permanent and Operational Source Control Measures 8 Appendix Appendix A - Storm Water Standards Questionnaire Appendix B- BMP Site Plan Appendix C Education Materials storm Water ManagemBnt Plan La Costa Resort - Clubhouse Adult Pool Addition 1 PROJECT SETTING The La Costa Resort Clubhouse Adult Pool Addition project is located within the City of Carlsbad at the La Costa Resort and Spa (CT-07-08). The Resort is bound by El Camino Real to the west, Arenal Road to the north, and San Marcos Creek to the south. The Clubhouse Adult Pool Addition project is located just east of the La Costa Resort main building at Estrella Del Mar Road. See Figure 2-1 for a vicinity map. Existing site conditions include a landscaped piitting green, a sidewalk, and a paved golf cart staging area behind the existing building. The proposed project will redevelop this site by constructing a pool, four spas, and a 2-story clubhouse building. The clubhouse building (approximately 6,000 SF) will provide restrooms, storage rooms, and a concession bar. The site is located approximately 1,500 feet from the San Marcos Creek. The land use designation is Travel/Recreation Commercial. The site is not located within the Coastal Zone and there are no sanitary landfills, historical, archaeological or paieontological resources located within a half-mile of the project site. Additionally, there are no existing storm drains within the immediate site vicinity. The site will utilize the existing golf course for stormwater conveyance and treatment. All runoff from this project will drain into on-site grate inlets that are designed to discharge onto the golf course for treatment. The golf course naturally drains by surface flow to San Marcos Creek 1,500 located feet to the south. The total proposed site is approximately 14,200 SF, 74% is impervious. storm Water Management Plan La Costa Resort - Clubhouse Adult Pool Addition Figure 2-1 Vicinity Map (Reference Thomas Bros. 1127, 1147) storm Water Management Plan La Costa Resort - Clubhouse Adult Pool Addition 2 APPLICABLE STORM WATER STANDARDS The project is considered a high priority project by the City of Carlsbad (See Appendix A for "Storm Water Standards Questionnaire") because it replaces more than 5,000 SF of impervious surfaces. The project will incorporate all applicable permanent storm water management requirements for a high priority project. Site design and source control BMPs, BMPs applicable to individual priority project categories, and treatment control BMP requirements are provided. Based on the Hydromodification Management Plan (HMP) Applicability Determination matrix, this project is exempt from a hydromodification analysis. The project directly discharges to a hardened conveyance that extends to an exempt receiving water. The project drains to San Marcos Creek which is a partially stabilized channel. San Marcos Creek extends to Batiquitos Lagoon where it discharges into the Pacific Ocean which is an exempt receiving water. The project site is approximately 1,500 feet away from San Marcos Creek, 0.5 miles away from Batiquitos Lagoon, and 2.5 miles away from the Pacific Ocean. San Marcos Creek extends throughout the entire San Marcos Creek watershed, and is considered the dominant receiving water to this watershed. Since the project drains into the very downstream end of San Marcos Creek, the miniscule amount of discharge added will be insignificant to San Marcos Creek's overall capacity. storm Water Management Plan La Costa Resort - Clubhouse Adult Pool Addition 3 IDENTIFY POLLUTANTS-OF-CONCERN 3.1 Pollutants-of-Concern Determination Potential pollutants based on land use type are show in Table 3-1 below. The proposed project does not fall into any specific land use category below. Therefore, assumptions on the projects proposed land use have been made to qualify the general pollutants that will be generated from this project. Table 3-1 Anticipated anc ^ Anticipated Pollutants P Potential Pollutants Potential Pollutants Generated by Land Use Type General Pollutant Categories Project Categories Sediments Nutrients Heavy Metals Organic Compounds Trash and Debris Oxygen-Demanding Substances Oils and Grease Bacteria and Viruses Pesticides Detached Residential y Attached Residential • • pd) p(2) P • Commercial (> 100,000 sf) pd) p(i) p(2) p(5) p(3) p(5) Heavy industry / industrial Auto Repair Shops y^(4K5) • • Restaurants • • Hillside Development (>5,000 sf) • Parking Lots pd) pd) • pd) pd) Retail Gasoline Outlets V Streets, Highways, and Freeways • pd) v^H) p(5) • (1) A potential pollutant if landscaping exists on-site; (2) A potential pollutant ifthe project includes uncovered paridng areas; (3) A potential pollutant if land use involved food or animal waste products; (4) Including petroleum hydrocarbons; (5) Including solvents. storm Water Management Plan La Costa Resort - Clubhouse Adult Pool Addition The potential pollutants of concem identified for this priority project include: • Sediment; • Nutrients; • Organic Compounds; • Litter and trash collecting in the drainage systems; • Oxygen-demanding substances including biodegradable organic material and chemicals; • Pesticides used to control nuisance growth. Description of Urban Runoff pollutants per above table: 3.1.1 Sediment Sediments are soils or other surface materials eroded and then transported or deposited by the action of wind, water, ice, or gravity. Sediments can increase turbidity, clog fish gills, reduce spawning habitat, lower young aquatic organisms survival rates, smother bottom dwelling organisms, and suppress aquatic vegetation growth. 3.1.2 Nutrients Nutrients are inorganic substances, such as nitrogen and phosphorus. They commonly exist in the form of mineral salts that are either dissolved or suspended in water. Primary sources of nutrients in urban runoff are fertilizers and eroded soils. Excessive discharge of nutrients to water bodies and streams can cause excessive aquatic algae and plant growth. Such excessive production, referred to as cultural eutrophication, may lead to excessive decay of organic matter in the water body, loss of oxygen in the water, release of toxins in sediment, and the eventual death of aquatic organisms. 3.1.3 IVIetals Metals are raw material components in non-metal products such as fiiels, adhesives, paints, and other coatings. The primary sources of metal pollution in storm water are typically commercially available metals and metal products. Metals of concem include cadmium, chromium, copper, lead, mercury, and zinc. Lead and chromium have been used as corrosion inhibitors in primer coatings and cooling tower systems. At low concentrations naturally occurring in soil, metals are not toxic. However, at higher concentrations, certain metals can be toxic to aquatic life. Humans can be impacted from contaminated groundwater resources, and bioaccumulation of metals in fish and shellfish. Environmental concems, regarding the potential for release of metals to the environment, have already led to restricted metal usage in certain applications. 3.1.4 Organic Compounds Organic compounds are carbon-based (commercially available or naturally occurring) substances found in pesticides, solvents, and hydrocarbons. Organic compounds can, at certain concentrations, indirectly or directly constitute a hazard to life or health. When rinsing off objects, toxic levels of solvents and cleaning compounds can be discharged to storm storm Water Management Plan La Costa Resort - Clubhouse Adult Pool Addition drains. Dirt, grease, and grime retained in the cleaning fluid or rinse water may also adsorb levels of organic compounds that are harmfiil or hazardous to aquatic life. 3.1.5 Trash and Debris Trash (such as paper, plastic, polystyrene packing foam, and aluminum materials) and biodegradable organic matter (such as leaves, grass cuttings, and food waste) are general waste products on the landscape. The presence of trash and debris may have a significant impact on the recreational value of a water body and aquatic habitat. Excess organic matter can create a high biochemical oxygen demand in a stream and thereby lower its water quality. Also, in areas where stagnant water exists, the presence of excess organic matter can promote septic conditions resulting in the growth of undesirable organisms and the release of odorous and hazardous compounds such as hydrogen sulfide. 3.1.6 Oxygen-demanding Substances This category includes biodegradable organic material as well as chemicals that react with dissolved oxygen in water to form other compounds. Proteins, carbohydrates, and fats are examples of biodegradable organic compounds. Compounds such as ammonia and hydrogen sulfide are examples of oxygen-demanding compounds. The oxygen demand of a substance can lead to depletion of dissolved oxygen in a water body and possibly the development of septic conditions. 3.1.7 Oil and Grease Oil and grease are characterized as high-molecular weight organic compounds. The primary sources of oil and grease are petroleum hydrocarbon products, motor products from leaking vehicles, esters, oils, fats, waxes, and high molecular-weight fatty acids. Introduction of these pollutants to the water bodies are very possible due to the wide uses and applications of some of these products in municipal, residential, commercial, industrial, and constmction areas. Elevated oil and grease content can decrease the aesthetic value of the water body, as well as the water quality. 3.1.8 Bacteria and Viruses Bacteria and vimses are ubiquitous microorganisms that thrive under certain environmental conditions. Their proliferation is typically caused by the transport of animal or human fecal wastes from the watershed. Water, containing excessive bacteria and vimses can alter the aquatic habitat and create a harmfiil environment for humans and aquatic life. Also, the decomposition of excess organic waste causes increased growth of undesirable organisms in the water. 3.1.9 Pesticides Pesticides (including herbicides) are chemical compounds commonly used to control nuisance growth of organisms. Excessive application of a pesticide may result in runoff containing toxic levels of its active component. storm Water Management Plan La Costa Resort - Clubhouse Adult Pool Addition 3.2 Primary Pollutants-of-Concern The Environmental Protection Agency (EPA) is the primary federal agency responsible for management of water quality in the United States. The Clean Water Act (CWA) is the federal law that govems water quality control activities initiated by the EPA and others. Section 303 of the CWA requires the adoption of water quality standards for all surface water in the United States. Under Section 303(d), individual states are required to develop lists of water bodies that do not meet water quality objectives after required levels of treatment by point source dischargers. Total maximum daily loads (TMDLs) for all pollutants for which these water bodies are listed must be developed in order to bring them into compliance with water quality objectives. The project site is located within the San Marcos Creek Hydrologic Area of the Carlsbad Hydrologic Unit (HU 904.00). The most immediate receiving waters for the project site are San Marcos Creek, Batiquitos Lagoon, and the Pacific Ocean. According to the Califomia 2006 303(d) list published by the San Diego Regional Water Quality Control Board (RWQCB Region 9), San Marcos Creek is impaired by DDE, phosphorous, and sediment toxicity. The Pacific Shoreline, located approximately 2.5 mile downstream, is also listed as being impaired by bacteria indicator. Refer to Table 3-2 for the impairments of the downstream water bodies. Table 3-2 summarizes the receiving waters and their classification by the RWQCB Region 9. Table 3-2 Summary of Receiving Surface Waters Receiving Water Hydrologic Unit Code Approximate Distance From Site 303(d) Impairment(s) Designated Beneficial Uses IND, NAV, RECl, REC2, COMM, Pacific Ocean Shoreline- San IVlarcos HA 904.50 2.5 mi Bacteria Indicators BIOL, WILD, RARE, MAR, AQUA, MIGR, SPWN, SHELL RECl, REC2, Batiquitos Lagoon - San Marcos HA 904.51 0.5 mi None BIOL, EST, WILD, RARE, MAR, MIGR, SPWN San IVlarcos Creek - San IVlarcos HA 904.51 1,500 ft DDE, Phosphorus, Sediment Toxicity MUN, AGR, RECl, REC2, WARM, WILD Receiving waters downstream of the project site are impaired for bacterial indicators, nutrients, and sedimentation as shown in Table 3-2. The proposed project activities are anticipated to produce sediment, nutrients, trash debris, organic compounds, oxygen demanding substances, and pesticides. Therefore, the primary pollutants of concem associated with this project are sediments and nutrients. The remaining anticipated pollutants are considered secondary pollutants of concem. storm Water Management Plan La Costa Resort - Clubhouse Adult Pool Addition 4 SOURCE CONTROL MEASURES Source-control BMPs are activities, practices, and procedures that are designed to prevent urban mnoff pollution. These measures either reduce the amount of mnoff from the site or prevent contact between potential pollutants and storm water. The Clubhouse Adult Pool Addition project will have typical activities associated with a recreational pool area. As previously mentioned, the site proposes a pool, four spas, and a 2- story pool house building. The site also has a small landscaped area. Potential sources of mnoff pollutants include storm drain inlets, interior floor drains in restrooms, pest control, landscaping, pool and spas, roofing, and sidewalks. Table 4-1 lists permanent and operational source-control BMPs that will be implemented with this project. Table 4-1 Permanent and Operational Source Control Measures Potential source of Runoff pollutants Permanent Source Control BMPs Operational Source Control BMPs On site storm drain inlets Mark all inlets with the words "no Dumping! Flows to Ocean" or similar. - Maintain and periodically repaint or replace inlet markings. - Provide storm water pollution prevention information to new site, owners, lessees, or operators. - See applicable operational BMPs in fact sheet SC-44, "Drainage Systems Maintenance," in Appendix C. - Include the following the lease agreements: "Tenants shall not allow anyone to discharge anything to storm drains or to store or deposit materials so as to create a potential discharge to storm drains." Interior floor drains Interior floor drains will be plumbed to sanitary sewer. - Inspect and maintain drains to prevent blockages and overflow. Need for future indoor & structural pest control N/A - Provide Integrated Pest Management (see narrative below) information to owners, lessees, and operators. Landscape/ Outdoor Pesticide Use Landscape plans will accomplish the following: - Minimize the use of fertilizers and pesticides. - Use pest-resistant plants. - Maintain landscaping using minimum or no pesticides. - See applicable operational BMPs SC-41, "Building and Grounds Maintenance," in Appendix C. - Provide Integrated Pest storm Water Management Plan La Costa Resort - Clubhouse Adult Pool Addition - Select plants appropriate to site soils, slopes, climate, sun, wind, rain, land use, air movement, ecological consistency, and plant interactions. Management information to owners, lessees, and operators. Pools, spas, ponds, decorative fountains and other water features Pool and spas to be plumbed to the sanitary sewer according to local requirements. -See applicable operational BMPs in Fact Sheet SC-72,: Fountain and Pool Maintenance in Appendix C. Refiise Areas Cover all trash receptacles with lids. - Provide adequate number of receptacles. - Inspect receptacles regularly; repair and replace leaky receptacles. - Keep receptacles covered. - Inspect and pick up litter daily and clean up spills immediately. Sidewalks / Concrete Decking N/A Sidewalks shall be swept regularly to prevent the accumulation of litter and debris. Debris from pressure washing shall be collected to prevent entry into the storm drain system. Washwater containing any cleaning agent or degreaser shall be collected and discharged to the sanitary sewer and not discharged to a storm drain. Integrated Pest Management Integrated pest management is an evolving method for managing and monitoring of turf and pests. Currently, the most applicable elements of the integrated pest management program are described herein. Potential pest populations or infestations will be monitored and, if no occurrences are identified, they will be treated immediately. A phased implementation strategy of eradicating pest will be employed. Such a strategy will begin with the application of the least environmentally damaging pest control and then increasing intensity of methods until the correct measure is used. Spot treatment of pesticides will be utilized where applicable to avoid application of large amounts. Pest tolerant grasses will be also used onsite. Integrated vegetation management works in a similar way. storm Water Management Plan La Costa Resort - Clubhouse Adult Pool Addition 5 LOW IMPACT DEVELOPMENT (LID) STRATEGIES Low Impact Development (LID) is a method of land development that seeks to maintain the natural hydrologic character of a site. Retaining natural hydrology helps preserve and enhance the natural character of the area. Several LID strategies will be utilized for this site. One strategy to be implemented is the optimization of the site layout. The natural drainage feature of the site will be preserved. The site will drain its mnoff easterly onto the golf course which is the current drainage path today. Another strategy that will be utilized is the dispersal of mnoff from impervious areas to pervious areas. The Clubhouse Adult Pool site will drain all its impervious mnoff onto the golf course. The golf course naturally flows towards San Marcos Creek. No hardened conveyance will be needed to connect to San Marcos Creek. 10 storm Water Management Plan La Costa Resort - Clubhouse Adult Pool Addition 6 INTEGRATED MANAGEMENT PRACTICES (IMP's) This project site will utilize an integrated management approach for the water quality treatment. The site will use the golf course as the main water quality treatment facility. The golf course acts as an undefined landscaped swale that will treat the primary pollutants associated with this project prior to discharging into San Marcos Creek. As a reminder, the primary pollutants of concem for the project are sediments and nutrients. These pollutants will be treated for a length of 1,500 feet before it reaches San Marcos Creek. Combining the LID strategies from the previous section with the use of the golf course as a treatment facility, an integrated management practice will be achieved. 11 storm Water Management Plan La Costa Resort - Clubhouse Adult Pool Addition 7 TREATMENT CONTROL BMP's (TCBMP's) Not Applicable 8 HYDROMODIFICATION Not Applicable 9 DOCUMENTATION OF STORMWATER DESIGN Not Applicable 12 storm Water Management Plan La Costa Resort - Clubhouse Adult Pool Addition 10 BMP FACILITY MAINTENANCE REQUIREMENTS The long-term operation and maintenance of source control BMPs will be the responsibility of the owner, KSL La Costa Resort and Spa. It will be their responsibility to maintain the facilities in perpetuity and keep records for self-inspection, reporting, and verification requirements. In addition the owner will be required to execute a Permanent Stormwater Quality BMP Maintenance Agreement that mns with the land. The project site shall be kept in compliance with regularly scheduled landscape maintenance crew in charge of keeping inlets free of litter and debris. The landscape crew will also maintain the landscaping to prevent soil erosion and minimize sediment transport. For additional source control BMP maintenance operation measures please refer to Table 4-1 in Section 4. 13 storm Water Management Plan La Costa Resort - Clubhouse Adult Pool Addition 11 SWMP CERTIFICATION STATEMENTS PREPARER'S STATEMENT "I certify under penalty of law that this document and all attachments and appendices were prepared under my direction or supervision in accordance with a system designed to ensure that qualified personnel properly gather and evaluate the information submitted." Signature Date 14 storm Water Management Plan La Costa Resort - Clubhouse Adult Pool Addition OWNER'S STATEMENT This Storm Water Management Plan (SWMP) has been prepared for: KSL La Costa Resort and Spa by RBF Consulting for the project known as La Costa Resort- Clubhouse Adult Pool Addition, located in the City of Carlsbad, San Diego County, Califomia. This SWMP is intended to comply with the requirements of the City of Carlsbad for La Costa Resort- Clubhouse Adult Pool Addition, which includes the requirement for the preparation and implementation of a project-specific SWMP. The undersigned, while owning the property/project described in the preceding paragraph, shall be responsible for the implementation of this SWMP and will ensure that this SWMP is amended as appropriate to reflect up-to-date conditions on the site. This SWMP will be reviewed with the facility operator, facility supervisors, employees, tenants, maintenance and service contractors, or any other party (or parties) having responsibility for implementing portions of this SWMP. At least one copy of this SWMP will be maintained at the project site or project office in perpetuity. The undersigned is authorized to certify and to approve implementation of this SWMP. The undersigned is aware that implementation of this SWMP is enforceable under The City of Carlsbad Water Quality Ordinance (Municipal Code 15.12). If the undersigned transfers its interest in the subject property/project, its successor in interest the undersigned shall notify the successor in interest of its responsibility to implement this SWMP. "I certify under penalty of law that the provision of this SWMP have been reviewed and accepted and that the SWMP will be transferred to future successors in interest." Owner's Signature Date Owner's Printed Name Owner's Title/Position KSL La Costa Resort 2100 Costa Del Mar Road Carlsbad, CA 92009 (760) 930-7075 15 Ik... ^./^ Appendix A - Storm Water Standards Questionnaire CARLSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov HNSTRUCTIONS: To address post-development pollutants that may be generated from development projects, the City requires that new development and significant redevelopment priority projects incorporate Permanent Storm Water Best Management Practices (BMP's) into the project design per the City's Standard Urban Stormw/ater Management Plan (SUSMP). To view the SUSMP, refer to the Engineering Standards (Volume 4, Chapter 2) at www.carlsbadca.qov/standards. Initially this questionnaire must be completed by the applicant in advance of submitting for a development application (subdivision, discretionary permits and/or construction permits). The results of the questionnaire determine the level of storm water standards that must be applied to a proposed development or redevelopment project. Depending on the outcome, your project will either be subject to 'Standard Stormwater Requirements' or be subject to additional criteria called 'Priority Development Project Requirements'. Many aspects of project site design are dependent upon the storm water standards applied to a project. Your responses to the questionnaire represent an initial assessment of the proposed project conditions and impacts. City staff has responsibility for making the final assessment after submission of the development application. If staff determines that the questionnaire was incorrectly filled out and is subject to more stringent storm water standards than initially assessed by you, this will result in the return of the development application as incomplete. In this case, please make the changes to the questionnaire and resubmit to the City. If you are unsure about the meaning of a question or need help in determining how to respond to one or more of the questions, please seek assistance from Land Development Engineering staff. A separate completed and signed questionnaire must be submitted for each new development application submission. Only one completed and signed questionnaire is required when multiple development applications for the same project are submitted concurrently. In addition to this questionnaire, you must also complete, sign and submit a Project Threat Assessment Form with construction permits for the project. Please start by completing Section 1 and follow the instructions. When completed, sign the form at the end and submit this with your application to the city. SECTION 1 NEW DEVELOPMENT | Does your project meet one or more of the following criteria: YES NO 1. Housina subdivisions of 10 or more dwellinq units. Examoles: sinqle familv homes, multi-familv homes, condominium and apartments 2. Commercial - areater than 1-acre. Anv development other than heaw industrv or residential. Examples: hospitals: laboratories and other medical facilities; educational institutions; recreational facilities; municipal facilities; commercial nurseries; multi-apartment buildings; car wash facilities; mini-malls and other business complexes; shopping malls; hotels; office buildings; public warehouses; automotive dealerships; airfields; and other light industrial facilities. X 3. Heavy Industrial / Industrv- areater than 1 acre. Examples: manufacturina plants, food orocesslna olants. metal working facilities, printing plants, and fleet storage areas (bus, truck, etc.). 4. Automotive repair shoo. A facilitv cateaorized in anv one of Standard Industrial Classification (S\C) codes 5013. 5014, 5541, 7532-7534, and 7536-7539 X 5. Restaurants. Anv facilitv that sells oreoared foods and drinks for consumotion. inciudina stationarv lunch counters and refreshment stands selling prepared foods and drinks for immediate consumption (SIC code 5812), where the land area for development is greater than 5,000 square feet. Restaurants where land development Is less than 5,000 square feet shall meet all SUSMP requirements except for structural treatment BMP and numeric sizing criteria requirements and hydromodification requirements. E-34 Page 1 of 3 REV 1/14/11 STORM WATER Development Services Land Development Engineering STANDARDS Development Services Land Development Engineering CITY OF QUESTIONNAIRE 1635 Faraday Avenue CARLSBAD E-34 760-602-2750 www.carlsbadca.gov 6. Hillside development Anv develooment that creates more than 5,000 sauare feet of imoervious surface and is located in an area with known erosive soil conditions, where the development will grade on any natural slope that is twenty-five percent (25%) or greater. < 7. Environmentallv Sensitive Area (ESA)\ All development located within or directiv adiacent^ to or discharginq directly* to an ESA (where discharges from the development or redevelopment will enter receiving waters within the ESA), which either creates 2,500 square feet or more of impervious surface on a proposed project site or increases the area of imperviousness of a proposed project site 10% or more of its naturally occurring condition. X 8. Parkina lot Area of 5.000 sauare feet or more, or with 15 or more oarkinq spaces, and ootentialiv exposed to urban runoff K 9. Sfreefs, roads, hiahwavs. and freeways. Anv paved surface that is 5,000 square feet or areater used for the transportation of automobiles, trucks, motorcycles, and other vehicles 10. Refa/7 Gasoline Outlets. Servlna more than 100 vehicles per dav and qreater than 5.000 sauare feet X 11. Coastal Develooment Zone. Anv proiect located within 200 feet of the Pacific Ocean and (1) creates more than 2500 square feet of impervious surface or (2) increases impervious surface on property by more than 10%. 12. Afore than 1-acre of disturbance. Proiect results in the disturbance of 1-acre or more of land and is considered a Pollutant-generating Development Project''. X 1 Environmentally Sensitive Areas include but are not limited to all Clean Water Act Section 303(d) impaired water bodies; areas designated as Areas of Special Biological Significance by thie State Water Resources Control Board (Water Quality Control Plan for ttie San Diego Basin (1994) and amendments); whaler bodies designated witti ttie RARE tieneficial use by ttie State Water Resources Contral Board (Water Quality Control Plan for ttie San Diego Basin (1994) and amendments); areas designated as preserves or their equivalent under ttie IVIuIti Species Conservation Program within the Cities and County of San Oiego; and any other equivalent environmentally sensitive areas which have been identified by the Copermittees. 2 "Directly adjacent" means situated within 200 feet of the Environmentally Sensitive Area. 3 "Discharging directly to" means outflow from a drainage conveyance system that is composed entirely of flows from the subject development or redevelopment site, and not commingled with flow from adjacent lands. 4 Pollutant-generating Development Projects are those projects that generate pollutants at levels greater than background levels. In general, these include all projects that contribute to an exceedance to an impaired water body or which create new impervious surfaces greater than 5000 square feet and/or introduce new landscaping areas that require routine use of fertilizers and pesticides. In most cases linear pathway projects that are for infrequent vehicle use, such as emergency or maintenance access, or for pedestrian or bicycle use, are not considered Pollutant-generating Development Projects if they are built with pervious surfaces or if tliey sheet flow to surrounding pervious surfaces. INSTRUCTIONS:; Section 1 Results: If you answered YES fo ANY of the questions above, your project is subject to Priority Development Project requirements. Skip Section 2 and please proceed to Section 3. Check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3. Additional storm water requirements will apply per the SUSMP. If you answered NO to ALL of the questions above, then please proceed to Section 2 and follow the instructions. E-34 Page 2 of 3 REV 1/14/11 STORM WATER Development Services Land Development Engineering STANDARDS Development Services Land Development Engineering CITY OF QUESTIONNAIRE 1635 Faraday Avenue CARLSBAD E-34 760-602-2750 www.carlsbadca.gov SECTION 2 SIGNIFICANT REDEVELOPMENT INSTRUCTIONS: Complete the questions below regarding your project YES NO 1. Project results in the disturbance of 1 -acre or more of land and is considered a Pollutant-generating Development Project *? INSTRUCTIONS: If you answered NO, please proceed to question 2. If you answered YES, then you ARE a significant redevelopment and you ARE subject to PRIORITY DEVELOPMENT PROJECT requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 below. 2. Is the project redeveloping an existing priority project type? (Priority projects are defined in Section 1) >^ INSTRUCTIONS: If you answered YES, please proceed to question 3. If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER REQUIREMENTS. Please check the "does not meet PDP requirements" box in Section 3 below. 3. Is the work limited to trenching and resurfacing associated with utility work; resurfacing and reconfiguring surface parking lots and existing roadways; new sidewalk; bike lane on existing road and/or routine maintenance of damaged pavement such as pothole repair? Resurfacing/reconfiguring parking lots is where the work does not expose underlying soil during construction. < INSTRUCTIONS: If you answered NO, then proceed to question 4. If you answered YES, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER REQUIREMENTS. Please check the "does not meet PDP requirements" box in Section 3 below. 4. Will your redevelopment project create, replace, or add at least 5,000 square feet of impervious surfaces on existing developed property or will your project be located within 200 feet of the Pacific Ocean and (1) create 2500 square feet or more of Impervious surface or (2) increases Impervious surface on the property by more than 10%? Replacement of existing impervious surfaces Includes any activity that Is not part of routine maintenance where impervious material(s) are removed, exposing underlying soil during construction. X INSTRUCTIONS: If you answered YES, you ARE a significant redevelopment, and you ARE subject to PRIORITY DEVELOPMENT PROJECT requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 below. Review SUSMP to find out If SUSMP requirements apply to your project envelope or the entire project site. If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER REQUIREMENTS. Please check the "does not meet PDP requirements" box in Section 3 below. •for definition see Footnote 4 on page 2 SECTION 3 QUESTIONNAIRE RESULTS 1^ My project meets PRIORITY DEVELOPMENT PROJECT (PDP) requirements and must comply with additional stormwater criteria per the SUSMP and I understand I must prepare a Storm Water Management Plan for submittal at time of application. I understand flow control (hydromodification) requirements may apply to my project. Refer to SUSMP for details. • My project does not meet PDP requirements and must only comply with STANDARD STORMWATER REQUIREMENTS per the SUSMP. As part of these requirements, 1 will incorporate low impact development strategies throughout my project. Applicant Information and Signature Box This Box for City Use Only Address: Assessor's Parcel Number(s): Applicant Name: Applicant Title: Applicant Signature: Date: City Concun'ence: YES NO By: Date: Project ID: E-34 Page 3 of 3 REV 1/14/11 Appendix B - BMP Site Pian Appendix C - Education IVIateriais Waste Handling & Disposal SC-34 Objectives • Cover • Contain • Educate • Reduce/Minimize • Product Substitution Description Improper storage and handling of solid wastes can allow toxic compounds, oils and greases, heavy metals, nutrients, suspended solids, and other pollutants to enter stormwater runoff. The discharge of pollutants to stormwater from waste handling and disposal can be prevented and reduced by tracking waste generation, storage, and disposal; reducing waste generation and disposal through source reduction, reuse, and recycling; and preventing run-on and runoff. Approach Pollution Prevention m Accomplish reduction in the amount of waste generated using the following source controls: Production planning and sequencing Process or equipment modification Raw material substitution or elimination Loss prevention and housekeeping - Waste segregation and separation Close loop recycling • Establish a material tracking system to increase awareness about material usage. This may reduce spills and minimize contamination, thus reducing the amount of waste produced. • Recycle materials whenever possible. Targeted Constituents Sediment Nutrients Trash Metals ^ Bacteria /' Oil and Grease ^ Organics y California Stormwater Quality Association January 2003 California Stormwater BMP Handbook Industrial and Commercial www.cabmphandbooks.com 1 of 5 I I p I I p I I 1 p p p 1 p I I I I I I I SC-34 Waste Handling & Disposal Suggested Protocols General • Cover storage containers with leak proof hds or some other means. If waste is not in containers, cover all waste piles (plastic tarps are acceptable coverage) and prevent stormwater run-on and runoff with a berm. The waste containers or piles must be covered except when in use. • Use drip pans or absorbent materials whenever grease containers are emptied by vacuum trucks or other means. Grease cannot be left on the ground. Collected grease must be properly disposed of as garbage. • Check storage containers weekly for leaks and to ensure that lids are on tightly. Replace any that are leaking, corroded, or otherwise deteriorating. • Sweep and clean the storage area regularly. If it is paved, do not hose down the area to a storm drain. • Dispose of rinse and wash water from cleaning waste containers into a sanitary sewer if allowed by the local sewer authority. Do not discharge wash water to the street or storm drain. • Transfer waste from damaged containers into safe containers. • Take special care when loading or unloading wastes to minimize losses. Loading systems can be used to minimize spills and fugitive emission losses such as dust or mist. Vacuum transfer systems can minimize waste loss. Controlling Litter • Post "No Littering" signs and enforce anti-litter laws. • Provide a sufficient number of litter receptacles for the facility. • Clean out and cover litter receptacles frequently to prevent spillage. Waste Collection • Keep waste collection areas clean. • Inspect solid waste containers for structural damage regularly. Repair or replace damaged containers as necessary. • Secure solid waste containers; containers must be closed tightly when not in use. • Do not fill waste containers with washout water or any other liquid. • Ensure that only appropriate solid wastes are added to the solid waste container. Certain wastes such as hazardous wastes, appliances, fluorescent lamps, pesticides, etc., may not be disposed of in solid waste containers (see chemical/ hazardous waste collection section below). 2 of 5 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Waste Handling & Disposal SC-34 • Do not mix wastes; this can cause chemical reactions, make recycling impossible, and complicate disposal. Good Housekeeping • Use all of the product before disposing of the container. • Keep the waste management area clean at all times by sweeping and cleaning up spills immediately. • Use dry methods when possible (e.g., sweeping, use of absorbents) when cleaning around restaurant/food handling dumpster areas. If water must be used after sweeping/using absorbents, collect water and discharge through grease interceptor to the sewer. Chemical/Hazardous Wastes • Select designated hazardous waste collection areas on-site. • Store hazardous materials and wastes in covered containers and protect them from vandalism. • Place hazardous waste containers in secondary containment. • Make sure that hazardous waste is collected, removed, and disposed of only at authorized disposal areas. • Stencil or demarcate storm drains on the facility's property with prohibitive message regarding waste disposal. Run-on/Runoff Prevention • Prevent stormwater run-on ft-om entering the waste management area by enclosing the area or building a berm around the area. • Prevent waste materials from directly contacting rain. • Cover waste piles with temporary covering material such as reinforced tarpaulin, polyethylene, polyurethane, polypropyleneor hypalon. • Cover the area v«th a permanent roof if feasible. • Cover dumpsters to prevent rain from washing waste out of holes or cracks in the bottom of the dumpster. • Move the activity indoor after ensuring all safety concerns such as fire hazard and ventilation are addressed. Inspection • Inspect and replace faulty pumps or hoses regularly to minimize the potential of releases and spills. • Check waste management areas for leaking containers or spills. January 2003 California Stormwater BMP Handbook 3 of 5 Industrial and Commercial www.cabmphandbooks.com SC-34 Waste Handling & Disposal • Repair leaking equipment including valves, lines, seals, or pumps promptly. Trainingr • Train staff in pollution prevention measures and proper disposal methods. • Train employees and contractors in proper spill containment and cleanup. The employee should have the tools and knowledge to immediately begin cleaning up a spill should one occur. • Train employees and subcontractors in proper hazardous waste management. Spill Response and Prevention • Keep your Spill Prevention Control and Countermeasure (SPCC) Plan up-to-date. • Have an emergency plan, equipment and trained personnel ready at all times to deal immediately with major spills • Collect all spilled liquids and properly dispose of them. • Store and maintain appropriate spill cleanup materials in a location known to all near the designated wash area. • Ensure that vehicles transporting waste have spill prevention equipment that can prevent spills during transport. Spill prevention equipment includes: Vehicles equipped with baffles for liquid waste Trucks with sealed gates and spill guards for solid waste Other Considerations (Limitations and Regulations) Hazardous waste cannot be reused or recycled; it must be disposed of by a licensed hazardous waste hauler. Requirements Costs Capital and O&M costs for these programs will vary substantially depending on the size of the facility and the types of waste handled. Costs should be low if there is an inventory program in place. Maintenance • None except for maintaining equipment for material tracking program. Supplemental Information Further Detail ofthe BMP Land Treatment System Minimize runoff of polluted stormwater from land application by: • Choosing a site where slopes are under 6%, the soil is permeable, there is a low water table, it is located away from wetlands or marshes, and there is a closed drainage system 4 of 5 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Waste Handling & Disposal SC-34 • Avoiding application of waste to the site when it is raining or when the ground is saturated with water • Growing vegetation on land disposal areas to stabilize soils and reduce the volume of surface water runoff from the site • Maintaining adequate barriers between the land application site and the receiving waters (planted strips are particularly good) • Using erosion control techniques such as mulching and matting, filter fences, straw bales, diversion terracing, and sediment basins • Performing routine maintenance to ensure the erosion control or site stabilization measures are working Examples The port of Long Beach has a state-of-the-art database for identifying potential pollutant sources, documenting facility management practices, and tracking pollutants. References and Resources California's Nonpoint Source Program Plan http://www.swrcb.ca.gov/nps/index.html Clark County Storm Water Pollution Control Manual http://www.co.clark.wa.us/pubworks/bmpman.pdf Solid Waste Container Best Management Practices - Fact Sheet On-Line Resources - Environmental Health and Safety. Harvard University. 2002. King County Storm Water Pollution Control Manual http://dnr.metrokc.gov/wlr/dss/spcm.htm Pollution from Surface Cleaning Folder. 1996. Bay Area Stormwater Management Agencies Association (BASMAA). http://www.basmaa.org Santa Clara Valley Urban Runoff Pollution Prevention Program http://www.scvurppp.org The Storm Water Managers Resource Center http://www.stormwatercenter.net/ January 2003 California Stormwater BMP Handbook 5 of 5 Industrial and Commercial www.cabmphandbooks.com Building & Grounds Maintenance SC-41 Objectives • Cover • Contain • Educate • Reduce/Minimize • Product Substitution Targeted Constituents Description Stormwater runoff from building and grounds maintenance activities can be contaminated with toxic hydrocarbons in solvents, fertilizers and pesticides, suspended solids, heavy metals, abnormal pH, and oils and greases. Utihzing the protocols in this fact sheet will prevent or reduce the discharge of pollutants to stormwater from building and grounds maintenance activities by washing and cleaning up with as little water as possible, following good landscape management practices, preventing and cleaning up spills immediately, keeping debris from entering the storm drains, and maintaining the stormwater collection system. Approach Reduce potential for pollutant discharge through source control pollution prevention and BMP implementation. Successful implementation depends on effective training of employees on applicable BMPs and general pollution prevention strategies and objectives. Pollution Prevention • Svsitch to non-toxic chemicals for maintenance when possible. • Choose cleaning agents that can be recycled. • Encourage proper lawn management and landscaping, including use of native vegetation. Sediment Nutrients Trash Metals Bacteria Oil and Grease Organics • • • • California Stormwater Quality Association January 2003 California Stormwater BMP Handbook Industrial and Commercial www.cabmphandbooks.com 1 of 5 SC-41 Building & Grounds Maintenance • Encourage use of Integrated Pest Management techniques for pest control. • Encourage proper onsite recycling of yard trimmings. • Recycle residual paints, solvents, lumber, and other material as much as possible. Suggested Protocols Pressure Washing of Buildings, Rooftops, and Other Large Objects • In situations where soaps or detergents are used and the surrounding area is paved, pressure washers must use a water collection device that enables collection of wash water and associated solids. A sump pump, wet vacuum or similarly effective device must be used to collect the runoff and loose materials. The collected runoff and solids must be disposed of properly. • If soaps or detergents are not used, and the surrounding area is paved, wash runoff does not have to be collected but must be screened. Pressure washers must use filter fabric or some other type of screen on the ground and/or in the catch basin to trap the particles in wash water runoff. • If you are pressure washing on a grassed area (with or without soap), runoff must be dispersed as sheet flow as much as possible, rather than as a concentrated stream. The wash runoff must remain on the grass and not drain to pavement. Landscaping Activities • Dispose of grass clippings, leaves, sticks, or other collected vegetation as garbage, or by composting. Do not dispose of collected vegetation into waterways or storm drainage systems. • Use mulch or other erosion control measures on exposed soils. Building Repair, Remodeling, and Construction m Do not dump any toxic substance or liquid waste on the pavement, the ground, or toward a storm drain. • Use ground or drop cloths underneath outdoor painting, scraping, and sandblasting work, and properly dispose of collected material daily. • Use a ground cloth or oversized tub for activities such as paint mixing and tool cleaning. • Clean paintbrushes and tools covered with water-based paints in sinks connected to sanitary sewers or in portable containers that can be dumped into a sanitary sewer drain. Brushes and tools covered with non-water-based paints, finishes, or other materials must be cleaned in a manner that enables collection of used solvents (e.g., paint thinner, turpentine, etc.) for recycling or proper disposal. • Use a storm drain cover, filter fabric, or similarly effective runoff control mechanism if dust, grit, wash water, or other pollutants may escape the work area and enter a catch basin. This is particularly necessary on rainy days. The containment device(s) must be in place at the beginning of the work day, and accumulated dirty runoff and solids must be collected and disposed of before removing the containment device(s) at the end of the work day. 2 of 5 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Building & Grounds Maintenance SC-41 If you need to de-water an excavation site, you may need to filter the water before discharging to a catch basin or off-site. If directed off-site, you should direct the water through hay bales and filter fabric or use other sediment filters or traps. Store toxic material under cover during precipitation events and when not in use. A cover would include tarps or other temporary cover material. Mowing, Trimming, and Planting Dispose of leaves, sticks, or other collected vegetation as garbage, by composting or at a permitted landfill. Do not dispose of collected vegetation into waterways or storm drainage systems. Use mulch or other erosion control measures when soils are exposed. Place temporarily stockpiled material away from watercourses and drain inlets, and berm or cover stockpiles to prevent material releases to the storm drain system. Consider an altemative approach when bailing out muddy water: do not put it in the storm drain; pour over landscaped areas. Use hand weeding where practical. Fertilizer and Pesticide Management Follow all federal, state, and local laws and regulations governing the use, storage, and disposal of fertilizers and pesticides and training of applicators and pest control advisors. Use less toxic pesticides that will do the job when applicable. Avoid use of copper-based pesticides if possible. Do not use pesticides if rain is expected. Do not mix or prepare pesticides for apphcation near storm drains. Use the minimum amount needed for the job. Calibrate fertilizer distributors to avoid excessive application. Employ techniques to minimize off-target application (e.g., spray drift) of pesticides, including consideration of alternative application techniques. Apply pesticides only when wind speeds are low. Fertilizers should be worked into the soil rather than dumped or broadcast onto the surface. Irrigate slowly to prevent runoff and then only as much as is needed. Clean pavement and sidewalk if fertilizer is spilled on these surfaces before applying irrigation water. Dispose of empty pesticide containers according to the instructions on the container label. January 2003 California Stormwater BMP Handbook 3 of 5 Industrial and Commercial www.cabmphandbooks.com I I I I I 1 I I I 1 . I I 1 i I I p p I I I I I SC-41 Building & Grounds Maintenance • Use up the pesticides. Rinse containers, and use rinse water as product. Dispose of unused pesticide as hazardous waste. • Implement storage requirements for pesticide products with guidance from the local fire department and County Agricultural Commissioner. Provide secondary containment for pesticides. Inspection • Inspect irrigation system periodically to ensure that the right amount of water is being applied and that excessive runoff is not occurring. Minimize excess watering and repair leaks in the irrigation system as soon as they are observed. Training • Educate and train employees on pesticide use and in pesticide application techniques to prevent pollution. • Train employees and contractors in proper techniques for spill containment and cleanup. • Be sure the frequency of training takes into account the complexity of the operations and the nature of the staff. Spill Response and Prevention • Keep your Spill Prevention Control and Countermeasure (SPCC) Plan up-to-date. • Place a stockpile of spill cleanup materials, such as brooms, dustpans, and vacuum sweepers (if desired) near the storage area where it will be readily accessible. • Have employees trained in spill containment and cleanup present during the loading/unloading of dangerous wastes, liquid chemicals, or other materials. • Familiarize employees with the Spill Prevention Control and Countermeasure Plan. • Clean up spills immediately. Other Considerations Alternative pest/weed controls may not be available, suitable, or effective in many cases. Requirements Costs • Cost will vary depending on the type and size of facility. • Overall costs should be low in comparison to other BMPs. Maintenance Sweep paved areas regularly to collect loose particles. Wipe up spills with rags and other absorbent material immediately, do not hose down the area to a storm drain. 4 of 5 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Building & Grounds Maintenance SC-41 Supplemental Information Further Detail ofthe BMP Fire Sprinkler Line Flushing Building fire sprinkler line flushing may be a source of non-stormwater runoff pollution. The water entering the system is usually potable water, though in some areas it may be non-potable reclaimed wastewater. There are subsequent factors that may drastically reduce the quality of the water in such systems. Black iron pipe is usually used since it is cheaper than potable piping, but it is subject to rusting and results in lower quality water. Initially, the black iron pipe has an oil coating to protect it from rusting between manufacture and installation; this will contaminate the water from the first flush but not from subsequent flushes. Nitrates, poly- phosphates and other corrosion inhibitors, as well as fire suppressants and antifreeze may be added to the sprinkler water system. Water generally remains in the sprinkler system a long time (tj^ically a year) and between flushes may accumulate iron, manganese, lead, copper, nickel, and zinc. The water generally becomes anoxic and contains living and dead bacteria and breakdown products from chlorination. This may result in a significant BOD problem and the water often smells. Consequently dispose fire sprinkler line flush water into the sanitary sewer. Do not allow discharge to storm drain or infiltration due to potential high levels of pollutants in fire sprinkler line water. References and Resources California's Nonpoint Source Program Plan http://www.swrcb.ca.gov/nps/index.html Clark County Storm Water Pollution Control Manual http://www.co.clark.wa.us/pubworks/bmpman.pdf King County Storm Water Pollution Control Manual http://dnr.metrokc.gov/wlr/dss/spcm.htm Mobile Cleaners Pilot Program: Final Report. 1997. Bay Area Stormwater Management Agencies Association (BASMAA). http://www.basmaa.org/ Pollution from Surface Cleaning Folder. 1996. Bay Area Stormwater Management Agencies Association (BASMAA). http://vww.basmaa.org/ Santa Clara Valley Urban Runoff Pollution Prevention Program http://www.scvurppp.org The Storm Water Managers Resource Center http://www.stormwatercenter.net/ January 2003 California Stormwater BMP Handbook 5 of 5 Industrial and Commercial www.cabmphandbooks.com Drainage System Maintenance SC-44 Objectives Cover Contain Educate Reduce/IWinimize Description As a consequence of its function, the stormwater conveyance system collects and transports urban runoff and stormwater that may contain certain pollutants. The protocols in this fact sheet are intended to reduce pollutants reaching receiving waters through proper conveyance system operation and maintenance. Approach Pollution Prevention Maintain catch basins, stormwater inlets, and other stormwater conveyance structures on a regular basis to remove pollutants, reduce high pollutant concentrations during the first flush of storms, prevent clogging of the downstream conveyance system, restore catch basins' sediment trapping capacity, and ensure the system functions properly hydraulically to avoid flooding. Suggested Protocols Catch Basins/Inlet Structures • Staff should regularly inspect facilities to ensure compliance with the following: Immediate repair of any deterioration threatening structural integrity. - Cleaning before the sump is 40% full. Catch basins should be cleaned as frequently as needed to meet this standard. Stenciling of catch basins and inlets (see SC34 Waste Handling and Disposal). Targeted Constituents Sediment Nutrients Trash Metals Bacteria Oil and Grease Organics • • • California Stormwater Quality Association January 2003 California Stormwater BMP Handbook Industrial and Commercial www.cabmphandbooks.com 1 of 6 SC-44 Drainage System Maintenance • Clean catch basins, storm drain inlets, and other conveyance structures before the wet season to remove sediments and debris accumulated during the summer. • Conduct inspections more frequently during the wet season for problem areas where sediment or trash accumulates more often. Clean and repair as needed. • Keep accurate logs of the number of catch basins cleaned. • Store wastes collected from cleaning activities of the drainage system in appropriate containers or temporary storage sites in a manner that prevents discharge to the storm drain. • Dewater the wastes if necessary with outflow into the sanitary sewer if permitted. Water should be treated with an appropriate filtering device prior to discharge to the sanitary sewer. If discharge to the sanitary sewer is not allowed, water should be pumped or vacuumed to a tank and properly disposed. Do not dewater near a storm drain or stream. Storm Drain Conveyance System • Locate reaches of storm drain with deposit problems and develop a flushing schedule that keeps the pipe clear of excessive buildup. • Collect and pump flushed effluent to the sanitary sewer for treatment whenever possible. Pump Stations • Clean all storm drain pump stations prior to the wet season to remove silt and trash. • Do not allow discharge to reach the storm drain system when cleaning a storm drain pump station or other facility. • Conduct routine maintenance at each pump station. • Inspect, clean, and repair as necessary all outlet structures prior to the wet season. Open Channel • Modify storm channel characteristics to improve channel hydraulics, increase pollutant removals, and enhance channel/creek aesthetic and habitat value. • Conduct channel modification/improvement in accordance with existing laws. Any person, govemment agency, or public utility proposing an activity that will change the natural (emphasis added) state of any river, stream, or lake in California, must enter into a Steam or Lake Alteration Agreement with the Department of Fish and Game. The developer-applicant should also contact local govemments (city, county, special districts), other state agencies (SWRCB, RWQCB, Department of Forestry, Department of Water Resources), and Federal Corps of Engineers and USFWS. Illicit Connections and Discharges • Look for evidence of illegal discharges or illicit connections during routine maintenance of conveyance system and drainage stmctures: Is there evidence of spills such as paints, discoloring, etc? 2 of 6 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Drainage System Maintenance SC-44 Are there any odors associated with the drainage system? Record locations of apparent illegal discharges/illicit connections? Track flows back to potential dischargers and conduct aboveground inspections. This can be done through visual inspection of upgradient manholes or alternate techniques including zinc chloride smoke testing, fluorometric dye testing, physical inspection testing, or television camera inspection. Eliminate the discharge once the origin of flow is established. • Stencil or demarcate storm drains, where applicable, to prevent illegal disposal of pollutants. Storm drain inlets should have messages such as "Dump No Waste Drains to Stream" stenciled next to them to warn against ignorant or intentional dumping of pollutants into the storm drainage system. • Refer to fact sheet SC-io Non-Stormwater Discharges. Illegal Dumping • Inspect and clean up hot spots and other storm drainage areas regularly where illegal dumping and disposal occurs. • Establish a system for tracking incidents. The system should be designed to identify the following: Illegal dumping hot spots Types and quantities (in some cases) of wastes Patterns in time of occurrence (time of day/night, month, or year) Mode of dumping (abandoned containers, "midnight dumping" from moving vehicles, direct dumping of materials, accidents/spills) Responsible parties • Post "No Dumping" signs in problem areas with a phone number for reporting dumping and disposal. Signs should also indicate fines and penalties for illegal dumping. • Refer to fact sheet SC-io Non-Stormwater Discharges. Trainingr • Train crews in proper maintenance activities, including record keeping and disposal. • Allow only properly trained individuals to handle hazardous materials/wastes. • Have staff involved in detection and removal of illicit connections trained in the following: OSHA-required Health and Safety Training (29 CFR 1910.120) plus annual refresher training (as needed). January 2003 California Stormwater BMP Handbook 3 of 6 Industrial and Commercial www.cabmphandbooks.com SC-44 Drainage System Maintenance OSHA Confined Space Entry training (Cal-OSHA Confined Space, Title 8 and Federal OSHA 29 CFR 1910.146). Procedural training (field screening, sampling, smoke/dye testing, TV inspection). Spill Response and Prevention • Investigate all reports of spills, leaks, and/or illegal dumping promptly. • Clean up all spills and leaks using "dry" methods (with absorbent materials and/or rags) or dig up, remove, and properly dispose of contaminated soil. • Refer to fact sheet SC-11 Spill Prevention, Control, and Cleanup. Other Considerations (Limitations and Regulations) • Clean-up activities may create a slight disturbance for local aquatic species. Access to items and material on private property may be limited. Trade-offs may exist between channel hydraulics and water quality/riparian habitat. If storm channels or basins are recognized as wetlands, many activities, including maintenance, may be subject to regulation and permitting. • Storm drain flushing is most effective in small diameter pipes (36-inch diameter pipe or less, depending on water supply and sediment collection capacity). Other considerations associated with storm drain flushing may include the availability of a water source, finding a downstream area to collect sediments, liquid/sediment disposal, and prohibition against disposal of flushed effluent to sanitary sewer in some areas. • Regulations may include adoption of substantial penalties for illegal dumping and disposal. • Local municipal codes may include sections prohibiting discharge of soil, debris, refuse, hazardous wastes, and other pollutants into the storm drain system. Requirements Costs • An aggressive catch basin cleaning program could require a significant capital and O&M budget. • The elimination of illegal dumping is dependent on the availability, convenience, and cost of alternative means of disposal. The primary cost is for staff time. Cost depends on how aggressively a program is implemented. Other cost considerations for an illegal dumping program include: Purchase and installation of signs. Rental of vehicle(s) to haul illegally-disposed items and material to landfills. Rental of heavy equipment to remove larger items (e.g., car bodies) from channels. Purchase of landfill space to dispose of illegally-dumped items and material. 4 of 6 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com p I p p Drainage System Maintenance SC-44 • Methods used for illicit connection detection (smoke testing, dye testing, visual inspection, and flow monitoring) can be costly and time-consuming. Site-specific factors, such as the level of impervious area, the density and ages of buildings, and type of land use will determine the level of investigation necessary. Maintenance • Two-person teams may be required to clean catch basins with vactor tmcks. • Teams of at least two people plus administrative personnel are required to identify illicit discharges, depending on the complexity of the storm sewer system. • Arrangements must be made for proper disposal of collected wastes. • Technical staff are required to detect and investigate illegal dumping violations. Supplemental Information Further Detail ofthe BMP Storm Drain Flushing Flushing is a common maintenance activity used to improve pipe hydraulics and to remove pollutants in storm drainage systems. Flushing may be designed to hydraulically convey accumulated material to strategic locations, such as an open channel, another point where flushing will be initiated, or the sanitary sewer and the treatment facilities, thus preventing resuspension and overflow of a portion of the solids during storm events. Flushing prevents "plug flow" discharges of concentrated pollutant loadings and sediments. Deposits can hinder the designed conveyance capacity of the storm drain system and potentially cause backwater conditions in severe cases of clogging. Storm drain flushing usually takes place along segments of pipe with grades that are too flat to maintain adequate velocity to keep particles in suspension. An upstream manhole is selected to place an inflatable device that temporarily plugs the pipe. Further upstream, water is pumped into the line to create a flushing wave. When the upstream reach of pipe is sufficiently full to cause a flushing wave, the inflated device is rapidly deflated with the assistance of a vacuum pump, thereby releasing the backed up water and resulting in the cleaning of the storm drain segment. To further reduce impacts of stormwater pollution, a second inflatable device placed well dovmstream may be used to recollect the water after the force of the flushing wave has dissipated. A pump may then be used to transfer the water and accumulated material to the sanitary sewer for treatment. In some cases, an interceptor stmcture may be more practical or required to recollect the flushed waters. It has been found that cleansing efficiency of periodic flush waves is dependent upon flush volume, flush discharge rate, sewer slope, sewer length, sewer flow rate, sewer diameter, and population density. As a mle of thumb, the length of line to be flushed should not exceed 700 feet. At this maximum recommended length, the percent removal efficiency ranges between 65- 75% for organics and 55-65% for dry weather grit/inorganic material. The percent removal efficiency drops rapidly beyond that. Water is commonly supplied by a water truck, but fire hydrants can also supply water. To make the best use of water, it is recommended that reclaimed water be used or that fire hydrant line flushing coincide with storm sewer flushing. January 2003 California Stormwater BMP Handbook 5 of 6 Industrial and Commercial www.cabmphandbooks.com SC-44 Drainage System Maintenance References and Resources California's Nonpoint Source Program Plan http://www.swrcb.ca.gov/nps/index.html Clark County Storm Water Pollution Control Manual http://vyww.co.clark.wa.us/pubworks/bmpman.pdf Ferguson, B.K. 1991. Urban Stream Reclamation, p. 324-322, Journal of Soil and Water Conservation. King County Storm Water Pollution Control Manual http://dnr.metrokc.gov/wlr/dss/spcm.htm Oregon Association of Clean Water Agencies. Oregon Municipal Stormwater Toolbox for Maintenance Practices. June 1998. Santa Clara Valley Urban Runoff Pollution Prevention Program http://www.scvurppp.org The Storm Water Managers Resource Center http://www.stormwatercenter.net United States Environmental Protection Agency (USEPA). 2002. Pollution Prevention/Good Housekeeping for Municipal Operations Storm Drain System Cleaning. On line: http: / / www.epa. gov/ npdes/menuofbmps/poll 16 .htm 6 of 6 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Fountain & Pool Maintenance SC-72 Description The primaiy pollutant of concem in mmucipal swinuning pool water is clilorine or chloramine used as a disinfectant. This water, if discharged to the storm drain system, can be toxic to aquatic life. In lakes, lagoons, and foimtains, the pollutants of concern are chenucal algaecides that are added to control algae mainly for aesthetic reasons (visual and odor). Following the procedures noted in tliis fact sheet will reduce tlie pollutants in tliis disdiarge. Approach Pollution Prevention m Prevent algae problems with regular cleaning, consistent adequate clilorine levels, and well-maintained water filtration and circulation systems. • Manage pH and water hardness to minimize corrosion of copper pipes. Suggested Protocols Pools and Fountains m Do not use copper-based algaecides. Control algae with clilorine or other altematives, such as sodium bromide. • Do not discharge water to a street or storm drain when draining pools or fountains; discharge to the sanitary sewer if permitted to do so. If water is dechlorinated with a neutralizing chemical or by allowing clilorine to dissipate for a few days (do not use the facility during this time), the water maybe recycled/reused by draining it gradually onto a landscaped area. Water must be tested prior to discharge to ensure that cUorine is not present. • Prevent backflow if draining a pool to the sanitary sewer by mamtaiiiing an "air gap" between the discharge line and the sewer line (do not seal the comiection between tlie hose and sewer line). Be sure to call the local wastewater treatinent plant for further guidance on flow rate restrictions, backflow prevention, and handling special cleaning waste (such as acid wash). Discharge flows should be kept to the low levels typically possible tiirough a garden hose. Higlier flow rates may be proliibited by local ordinance. • Provide drip pans or buckets beneath drain pipe comiectioiis to catch leaks. Tliis will be especially pertinent if pool or spa water that has not been decMoriiiated is pumped through piping to a disdiarge location. Objectives Contain Educate Reduce/Minimize Product Substihjliwi Targeted Constituents Sediment Nutrients Trash Metals Bacteria Oil and Grease Organics Oxygen Demanding IZI El m m m January 2003 California Stormwater BMP Handbook Municipal www.cabmphandbooks.com 1 of 4 SC-72 Fountains & Pools Maintenance • Never dean a filter in fhe street or near a storm drain. • Rinse cartridge filters onto a dirt area, and spade filter residue into soO. • Backwash diatomaceous earth filters onto dirt. Dispose of spent diatomaceous eartli in tlie garbage. Spent diatomaceous earth camiot be discharged to surface waters, storm drainage systems, septic systems, or on the ground. • If there is not a suitable dirt area disdiarge filter backwash or rinsewater to the sanitary sewer if permitted to do so by the local sewering agency. Lakes and Lagoons m Reduce fertilizer use in areas around flie water body. High nitrogen fertilizers can produce excess growth requiring more frequent mowing or trimming, and may contribute to excessive algae growth. • To control bacteria, discourage fhe public from feeding birds and fish (i.e. place signs that prohibit feeding of waterfowl). • Consider mtrodudng fish species that consume algae. Contact the California Department of Fish and Game for more infonnation on this issue. • Mechanically remove pond scum (blue-green algae) using a 60 micron net. • Educate the public on algae and that no controls are necessaiy for certain types of algae that are beneficial to fhe water body. • Control erosion by doing the following: - Maintain vegetative cover on banks to prevent soU erosion. Apply mulch or leave clippings to serve as additional cover for soil stabilization and to reduce the velodty of stomiwater ranoff. - Areas should be designed (sloped) to prevent ranoff and erosion and to promote better irrigation practices. Pro\dde energy dissipaters (e.g. riprap) along banks to minimize potential for erosion. Confine excavated materials to surfaces away from lakes. Material must be covered if rain is expected. • Conduct inspections to detect illegal dmnping of clippings/cuttings in or near a lake. Materials found should be picked up and properly disposed of. • Avoid landscape wastes in and around lakes should be avoided by either using bagging equipment or by manually picking up the material. Collect trash and debris from wthin w'ater bodies wliere feasible • Provide and maintain trash receptacles near recreational water bodies to hold refuse generated by the public. 2 of 4 California Stormwater BMP Handbook Januai^ 2003 Munidpal www.cabmphandbooks.com Fountain & Pool Maintenance SC-72 • Increase trash collection during peak visitation months (generally June, July and August), rramingr a Train maintenance persoimel to test chlorine levels and to apply neutralizing chemicals. • Train persomiel regarding proper maintenance of pools, ponds and lakes. SpiU Response and Prevention u Refer to SC-ii, SpOl Prevention, Control & Qeanup • Have spill cleanup materials readily available and in a known location. • Cleanup spills immediately and use dry metiiods if possible. • Properly dispose of spill cleanup material. Other Considerations m Managere of pools located in sensitive areas or adjacent to shorelines should check vvitli the appropriate authorities to detemiine if code requirements apply. • Cleanup activities at lakes and lagoons may create a shglit disturbance for local aquatic species. If the lake is recognized as a wetland, many activities, including maintenance, may be subject to regulation and pennitting. Requirements Costs • Tlie maintenance of pools and lakes is already a consideration of most munidpal public works departments. Therefore the cost associated wfh this BMP is minimal and only reflects an increase in employee training and public outreach. Maintenance Not applicable Supplemental Information Further Detail ofthe BMP Wlien dredging is conducted, adhere to the foliowng: • Dredge with shovels when laying/maintaining pipes. • To determine amount to dredge, determine rate of volume loss due to sediments. • For large lakes, dredge every lo years. • When dredging small lakes, drain lake. • Wlien dredging large lakes, use vacuum equipment. • After dredging test sediment piles for proper disposal. Dredged sediment can be used as fiU, or may have to be land filled. January 2003 California Stormwater BMP Handbook 3 of 4 Municipal www.cabmphandbooks.com SC-72 Fountains & Pools Maintenance References and Resources King County Stormwater Pollution Control Manual. Best Management Practices for Businesses. 1995. King County Surface Water Management. July. On-line: littp://diir.metrokc.gov/wlr/dss/spcm.htm Los Angeles Comity Stonnwater Quality. Public Agency Activities Model Program. On-line; http://ladpw.org/wmd/npdes/public TC.cfin Model Urban Runoff Program: A How-To Guide for Developing Urban Rmioff Programs for Small Municipalities. Prepared by City of Monterey, City of Santa Cmz, California Coastal Commission, Monterey Bay National Marine Sanctuary, Association of Monterey Bay Area Governments, Woodward-Qyde, Central Coast Regional Water Quality Control Board. July. 1998. Orange County Stomiwater Program http://-vvww.ocwatersheds.coiii/StormWater/swp introduction.asp Santa Clara Valley Urban Runoff Pollution Prevention Program. Maintenance Best Management Practices forthe Constmction Industry. Brochures: Landscaping, Gardening, and Pool; Roadwork and Paving; and Fresh Concrete and Mortar Application. June 2001. 4 of 4 California Stormwater BMP Handbook January 2003 Municipal www.cabmphandbooks.com LA COSTA RECORD COPY RESORT AND SPA* September 2, 20 n Mr. Will Foss City of Carlsbod Faraday Road Corlsbod, CA 92008 Re: CBl 11293 PIlXO Dear Mr. Foss: As current owner of La Costa Resort & Spa, KSL Resorts has reviewed the adult pool plans and accessibility analysis prepared by MCCABE ARCHITECTURE and submitted for building permits. We understand that with issuance of the building permit, the City of Carlsbod is not liable if any legal action if taken on account of the plans. Cordially: Ray Williams Vice President of Capital Projects KSL Resorts 800,854,5000 • lacosta.com • 2100 Costa Del Mar Road • Carlsbad, California • 92009 CITY OF CARLSBAD CERTIFICATION OF SCHOOL FEES PAID B-34 Development Services Building Department 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project Name: Building Permit Plan Check Number: Project Address: A.P.N.: Project Applicant (Owner Name): Project Description: Building Type: Residential: La Costa Resort CB11-1293 2100 Costa Del Mar 216-590-01-00 KSULa Costa Resort Buildinq Extension CQitimercial New Dwelling Unlt(s) Square Feet of Living Area In New Dwelling Second Dwelling Unit: Square Feet of Living Area in SDU Residential Additions: Net Square Feet New Area Commercial/Industrial: 4,450 Net Square Feet New Area City Certification of i y^/^ Applicant Information: C~J7ti^ CtuSl^ Date: 08/15/2011 SCHOOL DISTRICTS WITHIN THE CiTY OF CARLSBAD ^ Carlsbad Unified Scliool District 6225 El Camino Real Carlsbad CA 92009 (760-331-5000) • Vista Unified School District 1234 Arcadia Drive Vista OA 92083 (760-726-2170) r~l San Marcos Unified School District 255 Pio Pico Ave Ste 100 San Marcos, GA 92069 (760-290-2619) Contact: Nancy Dolce (By Appt. Only) n Encinitas Union Scliooi District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (760-944-4300 X1166) r~l San Dieguito Union High School District-By Appointment Only 710 Encinitas Blvd. Encinitas, CA 92024 (760-753-6491) Certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is con-ect and true to the best ofthe Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declarationJs authorized to sign on behalf of the Owner. Signature: B-34 Date: Page 1 of 2 Rev. 03/09 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) AAA*A*AA*A***AAA*AAAAA**A**A*A*A**AAA*AA***********AA*A**AAAAAAAAAA*AA***A****A*AAA***AAA****AA*AAA THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT CARLSBAD UNIRED SCHOOL DISTRICT bZaE-LCAMINUHIiAL DATE CARLSBAD, CA 92009 PHONE NUMBER B-34 Page 2 of 2 Rev. 03/09 ^ CITY OF CARLSBAD msmtitiitimikifi wiwMy ritlihaiiri'itiM ProjectAckireMi I M " »^ PwmltNa: B-18 Number of new or reloco&iKi lbeturM.tratH.ar floor drains. Niw biJdbio Mwar Hn»7 2? VM No. naw I oof tlncrin7>.wa InttaHtailw watar Mniff, in •NiiniiMir of naw wfltar Iwotar^? tMiimu i ii^iiiii iiiiim m NiiiiAwi' of naw. wiocohMf or inptaonjl flot omitHl. Huirtm of naw twta bfett { i... L 'J22. . 3 tfcHwade aaditlrtQ DOnal?, No. Mumftiar of naw OOMII or ajbdanali?. $bi0la PlKsa I iiiiii Ill Tlwaa Phcaa ^ mi Hwiaa Ptwia 4K) «,.mm...«, i. Muttbarsfnetf UIHUMM —^ Wainodal {raiocota atdrtinu outlitlAwlfedMi «»i*»MiHiHaWiw***«"''W Va»_ No. Nuniw of naw ftirniXMk ^ hoot fMjn«9i?^ Naworralocrtaddticiwcrii?.,, ffetWbar of mm flraptacti? Numbar of naw aMhaust fam?~i.~>. ..~ ^.„ Ralflcahi/ifMiBH vant? , , m .Va»_ No. tifcimbar of naw aidiQuit hoodi?. Numbar of naw bolart or comp|reiion7« "0 --NumbarofHP Paoaloil Rm.OVOB City of Carlsbad Permit No. VALUATION WORKSHEET Building Division SFD and Duplexes $110.17 $0.00 Residential Additions $131.73 $0.00 Remodels / Lofts $57.48 $0.00 Apartments & Multi-family $98.20 $0.00 Garages/Sunrooms/Solariums 937 $28.74 $26,929.38 Patio/Porch/Carport $9.58 $0.00 Enclosed Patio $15.51 $0.00 Decks/Balconies/Stairs 5627 $15.57 $87,612.39 Retaining Walls, concrete,masonry $19.16 $0.00 Pools/Spas-Gunite $40.72 $0.00 Tl/Stores, Offices $37.12 $0.00 Tl/Medical, restaurant, H occupancies $50.30 $0.00 Pliotovoltaic Systems/ # of panels $400.00 $0.00 Fire Sprinl<ler System $3.11 $0.00 Air Conditioning - commercial $5.03 $0.00 Air Conditioning - residential $4.19 $0.00 Fireplace/ concrete, masonry $3,855.98 $0.00 Fireplace/ prefabricated Metal $2,621.34 $0.00 Public Buildings 3513 $124.54 $437,509.02 $0.00 TOTAL $552,050.79 Valuation: Comm/Res {CIR): $552,051 C Building Fee Plan Check Fee Strong Motion Fee Green BIdg. Stand. Fee License Tax/PFF License Tax/PFF (in CFD) $2,265.70 $1,472.71 $116.00 $20.00 $19,321.78 $10,047.32 McCABE cc August 15, 2011 Mr. Will Foss City of Carlsbad Faraday Road Carisbad, CA 92008 Re: CB111293 Dear Will: We have received a plan check correction for the above project stating that we should request an unreasonable hardship for accessibility due to inaccessible access to the new restrooms. I do not think an unreasonable hardship applies in the application, I think we comply with the code due to the "elevator" exception. I have explained my position with Esgil, but they have deferred to you. Let me explain the design rationalization: " Overall project is an addition to the existing clubhouse that involves a new adult pool (level 48.5), lobby bar remodel plus extension of a deck at the lobby bar (level 60.2), extension of mezzanine level deck for dining (level 54.4), installation of a 7,000 sf event terrace (level 47.4). " The various levels are all accessible by a wheelchair. • The adult pool requires 2 single occupancy restrooms to meet health code; however we are adding 3 for women and 4 for men to augment the event terrace use. It is these added restrooms on level 44. 2 that are the issue. " The adult pool can be accessed from the side of the clubhouse at the mezzanine level and then ramp down to level 48.5. There are existing restrooms at two locations In the family pool area that are accessible by wheelchairs, plus the ones in the lower level of the clubhouse; we feel these meet the Intent of the code. The area can also be accessed through the main lobby, down an elevator and ramped from the event ten-ace. • But the project also has the event component to the design. For this component, accessibility must be provided from the main entrance to the clubhouse with all sanitary facilities on the path of travel. The existing clubhouse provides accessible restrooms and lockers adjacent to the elevator on the lower level. This is shown on the plans that I dropped off for you review. The design provides accessibility for all uses of the various areas based upon intensity of the various uses. The issue appears to be interpretation of what levels are exempt from an elevator. The correction is that sanitary facilities shall be accessible in "new construction". This is an element of the code that even CalDAG refers to as cloudy. Let me explain how we came to the conclusion that the level does not require and elevator. The following is excerpt from CBC; highlighted, underiined and bolded as it pertains to this design. SECnON 11348 ACCESSIBILITY FOR EXISTING BUILDINGS 1134B.1 Scope. Jhe provisions of ttiis division apply to renovation, structural repair, alteration and additions to existing buildings, including those identified as historic buildings. This division identifies 0nimum standards for removing architectural barriers, and providing and maintaining accessibility to existing buildings and their related facilities. 1134B.2 General. 0 existing buildings and facilities, when alterations, structural repairs or additions are made to ^uch buildings or facilities, shall comply with all provisions of Division I—New Buildings, except ps modified by this division. These requirements shall apply only to the area of specific alteration, structural repair or addition and shall include those areas listed below: 1134B.2.1 A primary entrance to the buildino or facilitv and the primary path of travel to the specific area Qf alteration, structural repair or addition, and sanitary faciUties, drinking fountains, signs and public telephones serving the area. Certain types of privately funded, multistory buildings and facilities were formerly exempt from accessibility requirements above and below the first floor under this cede, but as ofthe effective date of this regulation are no longer exempt due to more restrictive provisions in the federal Americans with Disabilities Act. In alteration projects involving buildings and facilities previously approved and built without elevators, areas above and below the ground floor are subject to the 20-percent disproportionallty provisions descrit>ed in Exception 1, above, even ifthe value ofthe project exceeds the valuation threshold in Exception 1. The types of buildings and facilities are: 2.1. Office buildings and passenger vehicle service stations of three stories or more and 3,000 or more square feet (279 m2) per floor. 2.2. Offices of physicians and surgeons. 2.3. Shopping centers. ^.4. Other buildings and facilities three stories or more and 3.000 or more square feet (279 m2) per floor if a reasonable portion of services sought and used by the public is available on the pccessible level. for the general privately funded multistory building exception applicable to new construction and alterations, see Section 1103B.1, Exception 2. The elevator exception set forth in this section does not obviate or limit in any way the obligation to comply with the other accessibility requirements in this code. For example, floors above or tielow the accessible ground floor must meet the requirements of this section except for elevator service. If toilet or bathing facilities are provided on a level not served bv an elevator, then toilet or bathing facilities must be provided on the accessible ground floor. BUILDING ACCESSIBILITY 1103B.1 Scope. Accessibility to buildings or portions of buildings shall be provided for all occupancy classifications except as modified or enhanced by this chapter. Occupancy requirements in this chapter may modify general requirements, but never to the exclusion of them. When a buildino or facility contains more than one use, the occupancy specific accessibility provisions for each portion ofthe building or facility shall apply. An accessible route of travel complying with Section 1114B.1.2 shall connect all elements and spaces within a building or facility. Multistory buildings and facilities must provide access to each level, including mezzanines, by ramp or passenger elevator complying with Section 11168. If more than one elevator is provided, each passenger elevator shall comply with Section 11168. Exceptions: 1. Floors or portions of floors not customarily occupied, including, but not limited to, non- occupiable or employee spaces accessed only by ladders, catwalks, crawl spaces, very narrow passageways or freight (non-passenger) elevators, and frequented only by service personnel for repair or maintenance purposes: such spaces as elevator pits and elevator penthouses, piping and equipment catwalks, and machinery rooms. 2. The following types of privately funded multistory buildings do not require a ramp or elevator above and below the first floor: 2.1. Multistoried office buildings (other than the professional office of a health care provider) and passenger vehicle service stations less than three stories high or less than 3,000 square feet (279 m2) per story. 2.2. Any other privately funded multistoried building that is not a shopping center, shopping mall or the professional office of a health care provider, or a terminal, depot or other station used for specified public transportation, or an airport passenger terminal (In such a faciiity, any area housing passenger services, including boarding and debarking, loading and unloading, baggage claim, dining facilities, and other common areas open to the pubiic must be on an accessible route from an accessible entrance) and that is less than three stories high or less than 3,000 square feet (279 m2) per storv if a reasonable portion of all facilities and accommodations normally sought and used by the pubiic in sucli a buildina are accessible to and usable bv persons with disabilities. The elevator exception set forth in this section does not obviate or limit in any way the obligation to comply with the other accessibility requirements in this code. For example, floors above or below the accessible ground floor must meet the requirements of this section except for elevator service. If toilet or bathing facilities are provided on a level not served by an elevator, then toilet or bathing facilities must be provided on the accessible ground floor. SECTION 11158 BATHING AND TOILET FACILmES (SANTTARY FAaUJIES) 11158.1 General. ^tiling and toilet facilities that serve buildings, facilities or portions of buildings or facilities that are reguired by these standards to be accessible to persons with disabilities, shall be on an accessible route and shall conform to the following requirements. The accessible fixtures and controls required in this section shall be on an accessible route. An unobstructed turning space complying with Section 1115B.3.1, Item 1, or 11158.3.2, Item 1, as applicable, shall be provided within an accessible toilet facility. The clear floor spaces at fixtures and controls, the accessible route and the turning space may overlap. See Section llllB.4.6 and Chapter llA for bathrooms in residential occupancies. Exception: In existing buildings or facilities, when the enforcing agency determines that compliance with anv building standard under this section would create an unreasonable hardship, an exception to such standard may be granted when equivalent facilitation is provided. When equivalent facilitation is used, the following criteria shall apply: 1. All sanitary facilities are not required to comply with these building standards when the enforcing agencv determines that sanitary facilities are accessible to and usable by persons with disabilities within a reasonable distance of accessible areas. 2. When existing sanitary facilities are not being altered to provide accessibility, signage complying with Sections 1117B.5.1, Items 2 and 3, and 11178.5.8.1 shall be provided at such inaccessible facilities indicating the location of the nearest accessible sanitary facility. Based upon the above exceptions, an elevator is not required to access the lower level (44.2). The issue appears to be accessibility to sanitary facilities. In this case the only thing on this level is sanitary facilities. However, since these are intended to service the event terrace, the accessible facilities are on the path of travel from the main entrance adjacent to the elevator down to this level. Again, this meets the Intent of the code to provide facilities having the greatest Impact of providing accessibility for all uses. The event terrace is the predominant use, so the sanitary facilities are provided along the path of travel. The new facilities are still designed as accessible as required by code. As an example, I cited my last office where the 2"^ level was exempt from the elevator due to less than 3,000 sf, but the restrooms were still fully accessible. I have also attached the CalDAG analysis that we went through to make this determination. Based upon this, it appears that an elevator of lift is not required to reach the lower level (44.2) and that the project complies with accessibility requirements of the code. Thank you. Cordially, Tom McCabe, AIA #C-11868, RENEWS 9-2011 o :^ mi 'J ACCESSIBIUTY IN NEW CONSTRUCTION STEP NO. 1 FOR NEW CONSTRUCTION - ESTABLISHING PRELIMINARY REOUIREMENTS PROPOSED NEW CONSTRUCTION Last application for a buildinq permit or permit extension for the facility (wos) certified to be complete state, county, or local govemment QH or AFTER Jonuory 26, 1992. lermit R lity is I by a tf nent I 92. I Lost opplicotion for a tujilding permit or permit extension for the focilify is (was) certified to be complete by a stote, county, or local govemment £EE£IBE January 26. 1992. PIdce of public accommodation or commercial focility Commercial facility located in a privote residence Privote residence Determine those elements used to enter the commercial focility, including the homeowner's front sidewalk, if any, the door or entryway, ond hallways; and those portions of the residence, interior and exterior, available to or used by employees or visitors of the facility, including restrooms Portion of the facility that is used exclusively in the operation of the commercial focility EXEMPT Portion of the facility that is used both for commercial and residentiol purposes IAll c buildii — 3 Portion of the facility that is used exclusively as residence EXEMPT All areas of newly designed or newly constructed buildings and facilities must be "readily occessible* unless they ore determined to be "structuroKy impracticable" ( Go to Step No. 2 Flowchart •Determination of Stnirturol Improcticohility The CalDAG - California Disabled Accessibility Guidebook ©2002 MPG Publishing Co. 41 ACCESSIBILITY IN NEW CONSTRUCTION STEP NO. 2 FOR NEW CONSTRUCTION - DETERMINATION OF STRUCTURAL IMPRACTICABILITY DETERMINATION OF STRUCTURAL IMPRACTICABILITY Determine if unique characteristics of the terrain would prevent the incorporation of accessibility features ond would destroy the physical integrity of the facility ] It is determined that unique characteristics of the terrain would prevent the incorporation of accessibility features and would destroy the physical integrity of the facility Determine which po CANNOT be mod due to structure rtions of the facility 9 fully accessible 1 impracticability t it is Impro determined that it is NOT structurally Impracticable to moke the facility accessible 1 All areas of newly designed or newly constructed buildings and facilities must be "readily accessible* 1 Go to Step No. 3 Rowchort Eatobliahing VertienI Access Requirements" Portions of the facility that CAN be mode accessible to the extent that it is not structurally impracticable Portions of the facility that CANNOT be mode fully accessible due to structurol impracticability Entity must be able to demonstrote thot it is structurally impracticable to , meet the accessibility requirements Entity CANNOT demonstrate structural improcticability Entity CAN demonstrate structural impracticability All areos of newly designed or newly constructed buildinas and facilities must be readily accessible" Elements of the focility that are structurolly impracticoble to provide ore excluded Go to Step No. 3 Flowchart Establishing Verticol Access Requirements" Remaining elements of the focility must be made "reodify accessible" ACCESSIBIUTY IN NEW CONSTRUCTION STEP NO. 3A FOR NEW CONSTRUCTION - DETERMINATION OF VERTICAL ACCESS REQUIREMENTS F P Facility hoa len than 3000 •quora faal per atoiy 3 Facility ia three (3) or mare atoriaa, but haa laaa thon 3000 aquare faet par atory FaciliW la laaa thon thraa (3) atoriea, but haa mora than 3000 square fast par atory Facffity ia three (3) or mora atoriaa, and hoa mora than 3000 aquara faet par atory oaed naw construction WILL MOT be 0 facility that houses a shopping center, o ahopping moll, the professional office ot a health core provider, a tarminol, deiwt, or other atotion used for apadfiad public transportation, or on olrport terminal (See Deflnltiona) I Prapoaed naw conetruction WLL Bg 0 fadlity that houses a shopping cantar, o ahopping moll, the prefeseional office of 0 health core provider, o lerminol, depot, or other atetion used for apedfM public tronaportotlon, or an airport poaaengar tarminat (Sao OafinHiona) Toilet or bathing fodRUaa MIL NOT ba provided ot tha focany Toilet or botMng fodKiea WILL be provided ot tha focWty ] If toilet or bathing fodniea ore provided on o level not served by on elevator or ramp(8}, than tollat or bathing focintiea MiST be prmidad on tha ooeaaalbla ground floor of tha facility An occaaaMa means of vertical oecaaa JKUSX be provided that aervlees ALL levela of the bultdlnq or fadlity, kidudlng mezzenlnee (e.g. alavetof er rempCs)) NOTE: AccessMlty Is not requirsd lo (Q obeervotlon goUsriea used primarily for security purposss; or (Q In non-occupioble apoeaa ooeeaaad only by loddera, eetwoHta, crawl apocae, very norrow poeaogeeoya, or freigM (non-paasanger) elevators, ond frequented orily by servica peraonnel tor rapoir purpeaea; such apoeaa Indude, but era not limited to, elevator pics, elevator penthousaa, piping or equipment ootwailia Tollat or bothing focHltlaa MJ. be provided on tha oecaaaible ground floor of the prapoaed fadlity I Tollat I MLJ I tha oo 1 bothkig focllltiea win NOT bo provided on occaaslble ground floor tha propoaad fodlity If tha facility exceeds 10,000 square feet on any fleor, on oceessMa maena of verticol occeea via romp, elevolor or Ift ahaH be provided within 200 feet of travel of aoch statra and each eaeoloter. EXCCPTION: TMa doee NOT opply with raapact to atalre used aolely for emergency egraaa. further a^SStty raquiramanta An elevator or ramp(a) HUSt ba provided from tha occeaalble ground floor to o level containing toilet or bathing focllitiaa An elevator will be utillied to provide occeea to the level I A full poasanger elevator MJSI be provided that aervicaa iLL lavala of the building or fadlity 1 Ramp(a) win ba utiEiad to provide oceeaa to the level NOTE: An elevotor may atill be required to aerve thia level; go to next Itama In flow chort to, dotarmine further eligibility for elevator Inatolkitlon Co to next page of flow chart for further eligibility requiramenta If the facility exceedl 10,000 aquora faet I on ony floor, on oecaaaible nneona of verticd j oceeaa via ramp, elevotor or lift ahoU ba provided within 200 faet of trovel of aoch atairs and aoch aacolotor. I EXCEPTION: Thia doaa NOT apply with raapact | to atoira uaed solely for emergency agraaa. The CalDAG - Caiifomia Disabled Accessibility Guidebook 8)2002 MPG Publishing Co. 43 ACCESSIBIUTY IN NEW CONSTRUCTION STEP NO. 3B FOR NEW CONSTRUCTION - DETERMINATION OF VERTICAL ACCESS REQUIREMENTS Proposed new construction wm be 0 multi-stoty office buikling or a possenger vehide service atotkin I Propi 'I be 0 Proposed new constructkm wflli MOT multi-story office buikiing or o poesenger vehicle service statk>n I A reasonable portion of all fociliUes ond occommodatlona normally sought ond used by the public in the facility ARE accessible to and usable by persons with dieobillties A reasonable portion of all facilities ond occommodoUons normotty sought and used by the public in the facillfy AWE NOT oeeesslMe to and usable by persons with dlsobWties An occessible means of vertical access i^USI be provMed thot services jjyUL levels of the buikling or foellW. including mezzanines (e.g. elevator or ramp(s)) NOTE: Accessibility is not required to (i) obsenmion galleries used primarily for security purposes; or (ii) in non-occupioble spaces accessed only by kidders, catwalks, crawl space*, very norrow passageways, or freight (non-possenger) elevators, ond frequented only by service personnel for repair purposes: such spoces include, but are not limited to, elevotor pits, elevator penthouses, piping or equipment cotwolks Installation of an elevator is NOT required (unless additional determination la mode by the Attorney Generol) If the facllffy exceeds 10,000 square feet on ony floor, on oceeesibie meane of vertical occess vki romp, elevator or lift shall be provided within 200 feet of travel of each stairs and each escalator. EXCEPTION: This doee NOT apply with respect to stairs used solely for emergency egress. Although not required, the proposed facility JSILL nonetheless include the instollotion of a full passenger elevator A full possenger elevator will be installed that provides service from a garage to only one level of the building or facility Proposed fodlity WILL NOT include the installation of o full possenger elevotor A full passenger elevotor MUST be provided that services ^LL levels of the building or facility I Elevator access to other levala of the building or facility ia NOT required 1 An accessible meons of vertical occees to oil levels of the buIMing or facility is J<U]I required 1 Interior and exterior stairs connecting levels thot ore not connected by 0 romp, elevotor, or other meons of verticol occeea now constitute the Primory Poth of Trovel between levels^ and MlJST be mode 'reodily occessible" to the maximum extent feasible { K i € € € €, C The CalOAO - CalllFomla Disabled AccessttMi^ GuKlelioolc 3> 5 8 I. r _ o S s o prn M •oO a? cn 8 2 m O r-c CO o Cfl BO VI c S I 0) {1! (5 IK